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Specifications (2) BU P2008-00079 WINCO 7501 SW DARTMOUTH ST 100 -- EQUIPMENT/FIXTURE SCHEDULE --- REVISIONs EQUIPMENT DESCRIPTION LOCATION/ EQUIPMENT FRUNISHED BY INSTALLED BY ROOM NAME NO. OWNER CONTRACTOR OWNER CONTRACTOR CCD PSA-1 05/16/08 MISCELLANEOUS A CCD PSA-3 07/03/08 CART STOPS MAIN SALES GE33 • • CASE CORNER GUARDS MAIN SALES GE21 • • INTERIOR SIGNS MAIN SALES GE23 • • REFRIGERATED BEVERAGE MAIN SALES MERCHANDISER GE31 • t , • 0 0 0 0 0 0 0 0 STAINLESS STEEL MAIN SALES •0 CORNER GUARDS • CD 10.8 WALK-IN COOLERS SERVICE GE14 • DEPARTMENTS I I I SERVICE III I WALK-IN FREEZER GE15 • DEPARTMENTS I I K, WALL GUARDS MAIN SALES GE20 • PRODUCE z I (N) CARDBOARD 0 ' I I (DRY) COMPACTOR JUICE MERCHANDIZER MAIN SALES PR13 • o PRODUCE �_ ;: ; .__._ 0 PALLET RACKING BR15 • • I I I rl„�wr/ DRY ROOM PORTABLE PRESSURE PRODUCE PR15 II I ' ,f;'�� WASHER DRY ROOM •• ARCH.PROJECT NO. I j I I - .vv►� 0622 II° (E JANITOR cR> GAS STOREFRONT A METE I �..��1�'� R CHECKSTAND/RHTA MAIN SALES SL23A •• DRAWN i =-�"''� CHECK.STAND MERCH. MAIN SALES GRO3 L.F,L.IS.L.K, I I I I I �" • • . ,, I I i I - - - - \ RIGHT HANDED CHECKED \, FILTERED WATER MAIN SALES GE34 EoRLCEIVINe 1111 ( _ _ DISPENSER • • TRS ■ 1 (N) 39'-10" PALLET RACKING .I° (N) 4'x 4'OPENING FOR (5 92") / FROZEN FOOD MAIN SALES REFO2 2 SUBMITTAL DATES III uFIREIVING COMPACTOR CHUTE 0 DUAL TEMP. ® i I I , ) U. ° �, ' STORAGE GONDOLAS MAIN SALES GRO1 • • 03/07/08 I ; INTERIOR FOAM LETTERS INTERIOR SL25 • I I (N) 1S'-1`(2 PALLET M/D BAG SALAD MAIN SALES REFO4 • • I i 1 � OTB DATE li° ° I I I I °r••� ° M/D SALA MAIN SALES REFO6 • • 1 , , • iiP NG • - 'lu-" I I _._.._..r. ■ ;� - . - W/MISTING MISTOIl G MAIN SALES REF11 • i CRITERIA SET W-1 (E)PRODUCE - , M/D FROZEN MEAT Iv AiN SALES REF10 • • r.. _ 111. 1 ill II (N) 16'-1'(2 PALLET 9')RACKING ill ,rr- r N--� �' N NUT BUTTER MACHINE MAIN SALES SL12 • • INIENNIINIIIIIIIIIIIIIIIIIIIIEIIIIIIIIIIIIIIIIIINNIIIIIIIIIIININIIII •- N � � , PANELS \Is�� E-�itilng ►-a q an (R) ELEC. RE - - cs c� =i.>=. .w= Ilkil ' _- __-- _ • I BULK FOO li N Y Y PALLET RACKING MAIN SALES BR15 • • �$g(i4)6M .'illi 0 -- - - --- - REP &DRY 4 ' 1 \ _ --�—� r -._ _� ---.__.--------------- (N) 16 1 PALLET RACKING / I PRODUCE END CAP MAIN SALES PR17 •• •• oI _ ' �� t2 8! 92 > w UCE (Dz STORAGE I I rr O I°. M PRODUCE Lu_ aaw MINIM Mill 0 11 ( / _ cn w i PRODUCE RACKS MAIN SALES vx Ao3 ' ' ' 1 i Y �t <� a , CKS S PR16 • • o Z w i1 I I U- ^°W Q_ °"I n _ r7 FROZEN _ � i I I_ I - r _- --a - - -�,�-- - - - �> - :: - - - - - - - --a= ! ; - - - - - - 2'END(GONDOLA) MAIN SALES GR10 •• i5aoQaaH II W O Z (E} RYE DAIR RA YG/E �� IIN1 = I 1 (� w _ ., cnwp4wx IIIIIIIIIIIIIIIIIIIMIII, FOOD / i(E)MEA — I o��1_ ©� wp I , -- ' I■111111 MEAT a=" ? Z i ; 3 END(GONDOLA] SALES GR11 • • v z '� COOLER , , , O -' AT ( 'MI 1 Illllllllllllllllll h - I OLER 1 ME R)R � tN) 16'_1PALLET RACKING '� (25 DRj ICE CREAM SALES REF14 i i.JBLOOM ..�I I N.. �► c2 Q s2 } 0 • VR:AP _Jh = 1 {MODIFIED) .- ( ER) i MEAT ' ' a 10'- " 1'_8" 1 R ' CT. I PREP, i x_ z I MOBILE MERCH MAIN SALES •• •• A a�" o ______ _ ......,_____, `� M GROCERY H - - - - -. _ _ ''•` _ ;* ILE w �, '- SHELVING (12') o' 1 M r„ a T �� - . - - - - - ! % REACH-IN FROZEN FOOD MAIN SALES REF12 • •I�ORAGE �' ��wGo� � , w I r� I II �EFISH i o izi ' ° BULK STORAGE rr___0 I / ' ' (N) POLE I i i BEER/ / ;=_I=-:H _ ._ I' j -- � ��_ �__ (N) 16'-1" PALLET RACKING (N) 16 1 PALLETRACKING , BULK FOOD PREP— RACKS BS03 • • ►_�? [�-�� - _ N 11 III t2 0 92 ) , &DRY STRG i COOLER z.��_:_� I �I I �i , DI .. t2 Q 92 } \ (N) SCRUBBER I BUILDING R ■ '- �1IJ � — ,f� I ��.� ��'"'� ( I[ALLWAY �- (N) BULLETIN {N)PRODUCE . G 41 WI I I w d ` 1 1��"�� I BOARD DRY ROOM N 4 �. I _ I(E) (E}DELI I / (E)DELI COOLER PRODUCE DRY - �! V PE (R) WATER (N) ORDER ,� I i INSECT TRAP BLO2 • •• 0 M ASH P ,■ p ,. O y HEATERS DESK ROOM I I ' �`� �� 'UP �''�+�` ' �"�"` , I ' (N) INSECT (N) 31'-11" PALLET RACKING ""'__0 ___ ________ _ . I i ° ° 92 ) RECEIVING a ___ __ I (E)SERVICE DELI - -_- W Ijp _ liml_— . .,,... _ _ 1 I ( , N t / .+ PP "PIP \ r — — = Jimommi1 : �.. - -� - - a - - - - I._ X - - - - (CARDBOARD) RECEIVING ROOM BRO1 •• •• COMPACTOR - . . ,s... „ 1 N I ��` CN) 24 3 MID - x. L i t �, MULTIPLE F-- '� ,..., N ► °�° �� i _� �` FROZEN MEAT , �` ;-,, - PALLET RACKING LOCATIONS BR15 • • LU .. Li O o i I I (N) BULK CANDY J 0 �Jo ! I X11 _� Ip■ A _ : EXIT CORRIDOR a "w .,� 121_411 L 1 `� , (N) NUT 6'x 7' w N 88 4 I I I (N) ONES Z HIVkkS BUTTER . • W rA I �► ' ( ) 88'-4" 34 DO©'S REAC -IN FR•ZE FO 0D ASE I (N) STAINLESS MACHINE = (N) STAINLES % Z z W .i. i r ___ �:l_--_� - -— -► a. �,. 1 -- h. � - � ,► � ,- � - ■ � � k• STEEL CORNER co STEEL CORN co t ✓ , I I I I GUARD �- GUARD ER 11 - -i �t d4' g• "'PPP " � (N) 16-4 MID r�� ;j; % 0- � �'w ci.)► W I (STOPST j % ;�'/ / � � � z uu ,� � �� tN)N ULK FOOD LOW � � ��-- � � � � � � M � � � 1� � � N`�� w-Y�� ' � � � � �� 38' 8" C ` C E D CABINET - 4 o (N) 88'-4" 3 DOORS REACH-IN FROZEN FOOD CASES' ' lis�� ,_ „ ,_ „ N0.1 OOD O IP (N) LOW BULK (N) 6 x 17 1 BULK (N) LOW BULK 11 (N) 6 x 17 i BULK -- - dE� - - - - a 12'-4' 108'-6” FOOD END ��•!rr+0•nrl►.rrl�►s FOOD END •�►�►�•+�� •i��i� 8 E CABINET ..S.. ..;,.. W ' 11 - ' �, /h�Ir /r�fr►�irt1±rgfr,tIYt/r0fitrI CABINET �riE1r!irlfr.Lritr_�_-r'ir�t/\M r��l, !► t iw7��I�l.�.�..'�"�+,�7L �7�0■ -.T,��n��i•.�rTi` �� t N) QUI1.�K Ei-i; l- tR) 108-0 FROZEN FOOD CASES T uu err rr u��u•r:.r rrR err a rr rr �u rr n v�w r.-r v rr r rr 1� 6 - - - — - --- - ---- - \ �> '� �%�/r. .. 1rrsWT rya m�a v v i ! i:TUi 2'-0” 17'-3" 21_A11 15'-10" 21_011 171_311 21 011 7,_0„ 41_011 131_11 ! 811 !P 2 I I I I I I I I I I I I I I 1 I ) (N) QUICK I I I I I I I I I I 1 I I Q I► i tR> 1081-0" GONDOLA SHELVING , I IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII En (N) LOW BULK DISCONNECT if ' 1 (N) LOW BULK , (N) 6'x 171-1" BULK 1 (N) 6'x 20-2" BULK FOOD END AT FRONT , (N) LOW BULK OF CASE "IP W FOOD END � �,�f•77.;;;;; FOOD END •��i+�•�a�fN 1w�� CABINET 1 i v .0:D Ake I I I I CABINET ;,.O.. ,.- '.r .. .. . . ..; .. .... / .�. �_CN) BULK �� ! E t k' Erito��Ii,i=_r�ir) CABINET 1 i' tR) 104 0 GONDOLA SH r VING ► - _-�-�-'',_F�-_-_;OW' OW,�—�F 1— �� ' "1� -�� , �n , ' �' (N) LOW 1 ► �. ► i i 7 FOOD END !rr .r0:ri:r,!.r .rl:ri:r!!r.► .�:.P E.ri..l 1 / t '' I il��rr►a��r�r�r CABINET 16.... r sr.r��...Pgm�►Ars. SULK xF4' i NO.2 0 _ ■ - - - - - - ......- - _ - - - - _ _ `"_"_ - _ _ _ _ - ----�- - - - - - - - - _ - �_ - - - - - - �--- - - - - - ■ - - - - - - - - CABINET i - - - - ► 1 - _ t > 104'- �+•M� _ ■ R 0 GONDOLA SHELVING , / in i 8 i_ 11 1_ �� t 11 1 11 1 11 1 11 , It 1 11 I/ 2 0 17 3 2 0 15-10 2-0 20-4 2' 0" , 7-0 4-0 10-6 % ° -- AV,' / Ail /1 , Pi1 1 I I i I I , ^ ► (N) 24'-0" GONDOLA SHELVING (R) 84'-0" G ' DOLA SHELVING 0715m 14' (N) 16'_0" GONDOLA c� f � � (MATCH EXISTING BASE DECK) � � %OF NM WU W z r ( ,....7-/:;e‘ N) 241-0" GONDOLA SHELVING (R) 84'-0" GI DOLA SHELVING ' 1 1 (N) 16'-0" GONDOLA I I ' (MATCH EXISTING BASE DECK) ' I I I co I rr (R) 84'-0" GONDOLA SHELVING ' ' 1 (N) 20'-0" GONDOLA o I (MATCH EXISTING BASE DECK) ∎ m Mme' = all 11111 all Mall MI r 1 rig• (R) 84'-0" GONDOLA SHELVING (N) 20'-0" GONDOLA I --.--,-J 1 - ' 1 , (MATCH EXISTING BASE DECK) 1 1 z N 1_ it 1_ 11 °_- - - - - ---- - - - - - - - - - ) 91'-5' PALLET RACKING 97) - - - - - _ Z r=4 • r_ r o — . 0 0--- o 5--- . . '� - - - - - - - - - - - - - - jL___- - - � I 1 1 ZWV i / (N) QUICK 1 I (N) 24'-0" GONDOLA DISCONNECT I ! i 1 , (MATCH EXISTING BASE DECK) , , OF FRONT y Z ZE...,, • I I ( i 1 I I ( i I'P I I ( I (N) 24-0 GONDOLA I I E...H.4 TT- (N) HOSE BIBB I ' 1 I I I I I ' I ' ' (MATCH EXISTING BASE DECK) (' 1 --- CASER9'A F.. I I c I _ I ---_� .: ' 1 1 , zWW 1 ; N c) Z (N) 24'-0" GONDOLA % c �� I 1 , I (MATCH EXISTING BASE DECK) i I I I 8-0" - - - - - - - - - - - -{a--- - - - - - - - - - 1 , (N) 241_011 GONDOLA I A ! I I ! I i ��m�r��RN�r�� ' (N> QUICK I 1 1 ' 1 _ � DAT ONNET I zW I I RON i II ' _ii� Z --�---_��— _�--�_—�----�II' 1 OF CASE Q� -1 I (N) 75'-3" PALLET Q (N) 24'-0" GONDOLA -- RACKING (9 97 ) I I r -} 111 1111 111.411 751_211 1 ( ---_..'� Cs T e7 ,/ 4D____ +'1Q _ ■ I I I (N) 32'GONDOLA !�'�,J r+► -.- l'/ - - - - _ _ o CD C.1.4.1 5 ■ I { —11 —�� it ; i I I I l IilIIl 1 11 1 11 , 8„ I I I I I I I ��.(; , , 4-1 29-3 4-1 19-9 i ff ...... .I I.I t{tt7 . .1111�{�� #lft�1#y{ .. .... 1 I�;}1{ o t�� •i;:'a:ll-ii�l 11111111 li:G3 si tkl �tiili':l�' II�I�� , /1 t 11 ' (N) 32'GONDOLA u I -;r ;�-;�-� 1`111 ,f• 221_711 o , 4 fi c)c) Ca)"111444A I I t_ 11- 1 - I ' ' tN) 32'GONDOLA ' (N)�29'-3" PRODUCE RACKS . ..�.. � I I I I (N) CHECKSTAND - ,-- (MATCH EXISTING BASE DECK) v v NN I ' 1 RHTA (TYP. OF 2) �Z 1 ' o0 oo _ NQ rimavoil(Ej BAKERY 1 1-� .. - I - .. .. .. .. . I zW �- zm ` \ "*1 ' _ ' (MATCH(EXISTINGNBASE DECK) zW ' ZW 1 1 `' 1111 III �,,---I -- 1 11 ^ I I �-Q il ' i ! 31-5" �"! 11-4" (N 29'-3" PRODUCE RACKS"� I ' ' 1 ( oY I (N) 32'GONDOLA 1 1 I U► "'1 I a (MATCH EXISTING BASE DECK)S � 1 G 1 I� 1 G 1 G 1 G I 1 G � G ' ,G I I � G ! 1 ( ,' ( I �w Z - -- - r�G'a� I - - I rn o�• III Ij:. z I 1 � 1 N - II -III NCI cI cII 1 1 1 �r 1 1, 1 C a 1 :1 ..w �-- -1111 " ' .;i!I( I mac-I�[ =� _ =i II ► - c iN dill dill LTA IIh 111 IIIT� III Ilii� llh I►i� °m 2, __ ° . _ _ - - - - - - - -� It =►II r ��j_ .. n s (, w , --- �- * -- - I _�..- _ -_ nom`- �—— n� - ,11� .��r-"1- .� - .r!'� C tN} 3 GONDOLA - �= (MATCH EXISTING BASE DECK) " W II ��I '1� „II �1 l ! III i- I1�1--i. �;__i �� i �I__i �( i I i II I► �► I� �► ► ► �I Z” o� o _ �� i �, �� I N I 1 I I I (. I' j I j I i v 1 ' • r r i v,{ I ^ ( I �` tN) 32 GONDOLA c�z az.�; l�a .v ' ' I 1 , (MATCH EXISTING BASE DECK) 4- a (1111:° 401) I I j �---(N) GASE ��, W (N) 8 JUICE' !I I CORNER z z MERCHANDISER It I _ ill '` — h O 1 l 1 ( GUARD(' I I� I 1 W T ff Ii I I.�____ �I ! �- / IN PALLET - I � -(N) SHADOW (N 291_3" PRODUCE RACKS RACKING �, i (E} .AKERY � - fl - U � Box ,)BAKERY �i i� ill fl 111 ! _ COOLER 11 11 11 11 _ 1 11 11 ((EE �, (FREEZER —.: I _ I (N) CASE I (N) CART/ 4'-3" 4'-1" 4'-2" 4'-1" '-10' (N) 12'-4" M/D (N) 12'-4" MID DELI CORNER , _ STOP ‘111111 1111 0 ' C L�` ■ FROZEN FOOD 19-10 4-1 29-3 4-1 19-10 0 1 GUARD 1 it 1 11 i fl 1 it 1 II ��:._--Mil'i ___.M=__�._:_._:_,_� o w� I I I I (N) 34'-1" PALLET RACKING (N) CART STOFI (N)I 29'-3" PRODUCE RACKS b Ibillit�� n�..►...�r. r.� i.�r.■r� I ' (N) REFRIGERATED' , (1 0 97",2 0 150 ) I w ►- - - , �� r. (E)CORRIDOR III I! I MOBLE MERCH. o� RilLiz - L_____ II I \ f i 1 , _ _............. _,,,,,..._„ II z (DEN II C 29—3 PRODUCE RACKS - i�l i� `MI (E)PIZZA I a� E CAS I I I a C-)8.M 0 0 _ _ _ _ _ _ _ _ _ _ _ - -p C) „Lc., III 1 ROM/' ■0� o ` OI■ p�■��i ■.1 1 j lL.. 0. -, `, -N �j .a .di �J I I mo ` 1 C'l 0 Ilr`' (E)STORAGE (Ej STORAGE 0 (E)RECYCLING (E) ■ I I ,N �� C (E}CUSTOMER ■'� P� ! :>' -'►+' / ��' 1 SERVICE !M PREP. (R} HAVDYCAP CARTS 2 - - rn ihe mil jle ♦ n E EXIT 1 ' __ �� * ; LOBBY I O (Ej ENTRY CART '� /.w z o I --7 PI--ll ( STORAGE _. %% '? S -- ►�►y- _ I,AlEt- - — _._._. , / E STAIR ;1 1 i 1 _ _ R MM I I I. 1 , I �I / ' , PIZZA _ .�I 1 ;. 1 (N) 631_711 PALLET RACKING (8 Q 92")1 1 _ i ' _ , gri 4O % i i I i 1 Jallill 1 — --------.—___. _dodo___-----dodo ■dodo------._ — __dodo-_—_ —dodo_____ dodo._.._.--- `__-- _- � ______—_.---..— —__dodo---__dodo _dodo_ ■ ----- ———-- — --- ID i I 1 n--- ---- ____-____ __ _ _ dodo �� _-: _dodo may j _ 1 � � I I I I APPROVED ptvtv 4-i----c'Y ! i 1 1 i ao ao I I I I I i ' 1 1 I I I I I 4nJJ 1_VV C491-6" —_ — - 1 H SHEET TITLE —.—_--I-- -- I _ _+ --_____ ---- ___ _--- ---- t � I I FIXTURE PLAN/ E UIPMENT I I I r" ' I ' I I i COO I 'TATION I I PLAN , 0 0 0 0 0 0 0 6.8 0 0 0 0 0 411 FITLT :E PLAN! '' '‘ QIcc0 11L-E- COPT 4 EQUIPMENT SHEET NORTH COORDINATION FP 1 PLAN 1 3/32" 1'-0" ,FOOTING SCHEDULE REVISIONS MARK SIZE REINFORCING DETAIL REVISED DRAWINGS A F1 5'-4"x41-0"x11-2" (4)#6 E.W. S1.1-11, S1.1-15 PER CITY OF TIGARD A 1 F2 3'-6"x7'-0"xl'-8" #6 @ 12" O.C. E.W. T&B S1.1-8, S1.1-9 J.A.B. 4/1/08 /2\ F3 10-0"x101-0"x11-8" (10)#6 E.W.T&B S1.1-8, S 1.1-9 REVISED DRAWINGS A /2\ PER CITY OF TIGARD J.A.B. 4/20/08 A CCD PSA#2 1.ALL FOOTINGS SHALL BE CENTERED WITH COLUMNS IN EACH \J.A.B. 5/27/08 DIRECTION UNLESS NOTED OTHERWISE. 4 A CCD PSA#3 1 R.B. 7/03/08 0 0 0 0 0 0 0 0 0 0 0 52'-10" CO FOUNDATION NOTES: � 3'-4" 42'-2" , / / 1. VERIFY/COORDINATE DIMENSIONS WITH ARCHITECTURAL DRAWINGS. ■ AND EXISTING CONDITIONS PRIOR TO START OF CONSTRUCTION. 16 2„ 2. VERIFY/COORDINATE EXTERIOR SLABS,GRADES,ETC.WITH ),. ARCHITECTURAL AND CIVIL DRAWINGS. 0 J --- 3. BLOCK DOWN STEMWALL 8"AT DOORS AND CAST SLAB OVER SIM. TO S1.1-4. - - - c 4. FOOTING STEPS (F.S.)ARE TO BE IN ACCORDANCE WITH DETAIL 1/S1.1. FIELD VERIFY BASED ON ACTUAL SITE GRADES.ADJUST LOCATION AS NECESSARY. ' 15 ARCH.PROJECT NO 16 1.1 1 a 96'-0" 5. ANCHOR EQUIPMENT WEIGHING OVER 400 LBS.AGAINST SEISMIC 0622 1.1 11 8 , �? T.O.F. o FORCES. ANCHOR STANDBY GENERATOR AND WATER TANKS TO 1 1 C� O 44 - `cv CONCRETE SLAB WITH 1/2"x3 1/2" EMBED EXPANSION ANCHORS DRAWN -i_ . __-@----��- --1 00 (3 MINIMUM). JAB, _ _ _ 6. CON'I'1ZOL JOINT SPACING AT WHITE CONCRETE TO BE 10'-O"MAX. O.C. RB `IV��? , CONTROL JOINT SPACING AT GREY CONCRETE TO BE 15'-O" MAX. O.C. CHECKED I i 1 I i i i E� 24'-8" 7. CMU CONTROL JOINTS ARE SHOWN ON S1 THUS: �-, GL, BW le./ 7'-O" / 9 ©© o >;; F.S. L-- -- g1ORE DIMENSIONS ARE DISTANCE TO NEXT CJ 26'-0" 26'-0" i 1 t I 1 1 I `�' SIDE . SUBMITTAL DATES ti ��"��. �,}4,�' T.O.F. 1 1 I , 1 I , 1 I ' ' , KEYED NOTES 03/07/08 1 1 I I I 1 1 i - ;.CJ #• •1 1 t ► M `r 1. DRILL&EPDXY#5x3'-6"DOWELS FROM NEW FTG./STEM AND CMU CRITERIA SET W-1 • • WALL TO EXISTING FTG./STEM AND CMU WALL. PROVIDE 8" MIN. 2'-0" -� 2'-O" EMBED. MATCH SPACING OF NEW REINF. a C 0400 �C7W / / 2. SEE DETAILS S1.1-10 FOR SHEAR KEYS AT GRADE BEAM. x o LOCATE APPROXIMATELY ONE HALF THE DISTANCE a A o •N 1 3 I BETWEEN COLUMN FTGS. klg''9U14 p�oo�, 0 1 i i- - � - - � i � R,+ � A V� Q] i , u I 1.1 3. EXISTING CMU WALL TO REMAIN FOR ELECTRICAL SERVICE. z�, �, o H = aw I 1 1 1 u 1 1 ,I 1 I 1 COORDINATE/VERIFY WITH ARCHITECTURAL R.AL AND ELECTRICAL o �, 4 w x o W ,M, , I I _ \ --i DRAWINGS. 3 W O - I ( I F3 E �.� - W W oU�N � aE o ( 4. BOTTOM OF NEW FOOTING TO MATCH BOTTOM w W a H H o �,�, I -�- - - - - - - - - - � - - _ OF EXISTING FOOTING. �w ��o�� L7 � - - - - - - - - \ -I-_ ♦ x o Z o o I I cJ 5. PROVIDE TEMPORARY SHORING OF ROOF JOISTS ALONG GRID 10 . 5 w w W U 7-. II N GENERAL CONTRACTOR SHALL SUBMIT PLANS AND DETAILS FOR ¢ �., r�N SHORING DESIGNED BY A PROFESSIONAL ENGINEER REGISTERED >n w w o o oo a� L- - �. IN THE STATE OF OREGON. oO>"o 44 .Q M - _ v 1_8" 6. DO NOT REMOVE EXISTING CMU WALL ALONG GRID 10 UNTIL x 0 H r-, ^° I 1 1 i 1 �6 �/ TEMPORARY SHORING AND TEMPORARY SHEAR WALL HAS A v o( ,• -I BEEN INSTALLED. W '-i LI 7. 'TEMPORARY SHEAR WALL TO BE CONSTRUCTED WITH 6005162-54 In o P x 4 h) al �` 1- S t �" STUDS AT 24" O.C.WITH 7/16" OSB EACH SIDE OF WALL. ATTACH w ¢o II - - • • I c WITH#10 SCREWS AT 4" O.C.AT ALL EDGES AND 12" O.C. IN FIELD. i i I 1 I I( i 1 - , _ .7:t- en SEE DETAILS 51.1-13 AND S1.1-14 FOR ADDITIONAL INFORMATION. � 5 ( 4 8. EXISTING ADJACENT BUILDING TO REMAIN. ' 2 1 1.1 9. PROVIDE 5/8" EXPANSION BOLTS W/4 1/2" EMBED INTO EXISTING W • I _ • "r CMU WALLS AT 4'-0" O.C.AT EXISTING BOND BEAM LOCATIONS N AT ENDS OF TEMPORARY SHEAR WALL. Cn O PI b e L I - 10. NEW 8" CMU INFILL. RE: S1.1-12 FOR REINF. CONDITIONS. CC * 'n F2 N 11. EXISTING CMU WALL OF ADJACENT BUILDING TO REMAIN. Q ' 0 --"Er T I ..... + • 1 • ©© 12. RE: SO-11 AND SO-13 FOR ADDITIONAL INFORMATION AT LU (! M 1 1 1 , • 0 _ _ ,�f - TS lOx8 TO WALL. C'3 W Ili(" T o 13. PROVIDE FOOTING 31-0"x31-0"x11-0" DEEP W/ 3)#4 EACH WAY. c°y T.O.F.-991-0" PROVIDE BASE PLATE 3/4xlOxl�OVER 2" GROUT �„U W i F- O o • • liblw, W/(4) 3/4"ANCHOR BOLTS W/ 8"EMBED. Cl) < , 14. LOCATE NEW FOOTING AND COLUMN AS REQUIRED FOR NEW DOOR. Q• _ • 4.1 --+ ,) I I I i I I 1 I � � j�-t, ( VERIFY/COORD.W/ARCHITECTURAL DRAWINGS,AND WITH Z W , c, - . I 6 r' I N EXISTING FIELD CONDITIONS.PROVIDE TEMPORARY SUPPORT • z W L mot- ¢, I I I I i 1 Z OF EXISTING DOOR HEADER AS REQUIRED. F- ' C I �, O Q CO� � �, � M H 15. 4'-0"x4'-0" OPENING IN EXISTING CMU WALL.RE: S0-14, 50-15 (,;) WCC w M ¢,, 0 H 6 ��, I r `v `l AND SO-16 FOR INFORMATION.ALSO, SEE ARCHITECTURAL W < 00 { N cJ FOR INFORMATION. Z H o E � I tli,F2 15�-6" -�� p 16. EXISTING SCREEN WALL TO BE MODIFIED. FIELD VERIFY W c4cA TYP. AA / / N w EXISTING TOP OF WALL. O. � R - ---N is - - - - - - - - - - - - - - - \ w 17. SOIL IMPROVEMENTS UNDER THE NEW FOUNDATION IS REQUIRED � i::::1> Z PER THE SOILS REPORT. ENGINEERED DESIGN OF THE SOILS kn A-+ �1 IMPROVEMENTS IS TO BE BY THE SOILS IMPROVEMENT I I t i I I 1 i I _ k I oo CONTRACTOR. CC 1 I t I I 1 1 1 I I 57' c",, 5/� TYP. CO I I 1 1 i 1 1 I I- i I (--- ,--- Q I- - 4 98'-0" M I 1 I 1 I I 1 I I F.O.F. N : ' P�� grj tl F2 - N . AA k cJ All f , o�, 0 - - - -- ---83- --E!3 -M-- -S--- 1 I I: 1 -I N rfl '` ,� rri f'0H 0ERs• '' /9, /6 EXPIRATION DATE: l a" rarli 0 I 1 I I I 1 I ( I I I I I I i i 1 I I I I - r 5" CONC. SLAB W/ 13x13-D5xD5 i'' W.W.F. CONTROL JOINTS @_10'-0" d' ' O.C. MAXIMUM. PLACE SL OVER 5r m I I 40o 6"COMPACTED GRANULAR FILL N t 1 I I I I I I I I CJ VAPOR RETARDER WHERE ? M r:::) ARCHI UEDAL RER L1 O-2 CATE ONS.) N N � F2 Ed / ,,,,„ .....) 4' Q h 4110 --- - - - I t I 1 1 I 1 I I 1 1 1 i I 1 I 1 0 Z S:4 4 Z �/ E 1 I t I I 1 I I �/j 0 FE 6 -�. 1 I 1 1 I i 1 1 I I N E - ---=-CJ E'� i �. - C N o t i I 1 i 1 I i I -el CA H M 0 li m) r:4 411 0 Al 014 6 Q -i.-.) ra., CD 1 I 1 i I 1 d 411 I � 4-4 W l_F_T1 0 ee o O iF2 J 1 1 I i I I i I I /Q 0 = -/ E I- I 6 I- 1,111110 r---.7 1 I I I I I I i ( I � F2 �_ _ HI/ AA 14 0 I i i I I 1 I i 1_1_, a I 1 i I I 1 1 i • I /Q $ 4114 1 I 6 oo 0 t I I 1 i I 1 I [-- M Nts' C 1 i i 1 1 I ��4 1 1 6 I I I �� w IIIII 1111 M I 25'-1 1/2 " \ 1.1 t �� 1 1 1 ' / ,� 4 I I I I I ti� -�- -t- -t- _ I - �, TYP. _._.-_.+ ______ t____ I _ 1 _ 1 `� i i I I--C I I 0 . __ gliC) I ' .... _ _ _ - _ ___f _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ - I _ a o _ _ _ _ _ _ _ _ _ _ _ _ I ti 1I I 1 1 1 ��,� 1 i I I I L-L'J_ , 4 ' e F3 1 I 1 1 �'') I 1 I i I I , I 1 i 1 1 ' ,�4, o - 1 1 t 1 I I i I 9 I ti T-6" r S IIIII - -- - / ,,,4 SIM. SIM. \ \ CO I 1 1 I 1 1 I I 1 I I I 1 1 I t I 1 `"r-/ 10 ® IO 1 i i 1 1 1 I I 1 I 0 SO ' 6 VP SHEET TITLE EXISTING NEW 1 1 I I 1 i 1 I I 1 I FOUNDATION i I I 1 1 1 i 1 I I i PLAN 0 0 0 0 0 0 0 6.8 0 0 0 0 0 CO iN FOUNDATION PLAN SHEET NORTH 3/32" 1'-0" S 1 , . ROOF NOTES i REVISIONS ROOF FRAMING NOTES: 1. LOADS ARE NOTES AS TOTAL LOAD/LIVE LOAD. LOADS DO NOT A REVISED DRAWINGS INCLUDE ROOF TOP UNITS. / PER CITY OF TIGARD 2. LENGTHS ARE BASED ON COLUMN CENTERLINE. J.A.B. 4/1/08 3. LIMIT LIVE LOAD DEFLECTION TO L/360 MAX. REVISED DRAWINGS 4. ALL STEEL ROOF JOISTS ARE TO INCLUDE A 350#ADD LOAD ALONG PER CITY OF TIGARD TOP CHORD. FOR SUPPORT OF LOADS NOT OCCURING AT PANEL J.A.B. 4/20/08 POINT, RE: S2.1-3. CCD PSA#2 5. STEEL JOISTS FROM GRIDS 9.9 TO 11 ARE TO BE DESIGNED / \J.A.B. 5/27/08 FOR+/-3.5K(ASK)AXIAL LOAD DUE TO SEISMIC (CONCURRENT WITH DEAD AND LIVE LOAD). 6. LINTEL DETAIL AND SCHEDULE,RE:SO-1 AND S0-7. CCD PSA/0 4 R.B. 7/03/08 • CD . 0 0 0 0 0 7. ROOF TOP UNITS (RTU)WEIGHING OVER 250 LBS ARE SHOWN ON THESE PLANS WITH THEIR WEIGHTS. IN ALL CASES THESE UNITS 52'-10" SHOULD BE PLACED TO BEAR ON THE MAXIMUM NUMBER OF ' ' I 1 ' -4 _ N 49'-6" JOISTS AS SHOWN(2 MIN). FOR ADDITIONAL FRAMING,RE: S2.2-7. l' 8. FOR SUPPORT OF ROOF DECK AT OPENINGS IN ROOF REFER TO I ' ARCHITECTURAL AND MECHANICAL DRAWINGS FOR OTHER UNITS I AND ROOF OPENINGS,RE: S2.1-1. i 1 1 I 1 1 I i I 9. NET UPLIFT ON ROOF = 8 PSF i = 20 PSF 10'-0"FROM EXTERIOR WALLS. 0 , ' �-� �� I 10. VEP:IFY/COORDINATE FIRE SPRINKLER MAINS. SUPPORT I LOCATIONS &WEIGHTS. PROVIDE TO JOIST SUPPLIER. ' I ARCH.PROJECT NO. 0622 18 , . 16 B 1 120'-1 J 1/2" 12 S2.1 .O.D.\� EBT:D o r' - - -- _ - - _ _ ___4___ - 120'-101/2" B.O.D. \__ GL,BW ' _ __ KEYED NOTES - - - - - - - - - - - - ■ 1 SUBMITTAL DALES -- - - - - - r _ _ _ 1 1 1 N -- - - - - - -t- - 7C 1. 1 1/2"x 20 GA.HSB 36 STEEL DECK. N 03/07/08 2. EXISTING CMU WALL TO BE REMOVED. 3. EXISTING DIAGONAL BRACE TO BE REMOVED. •r , 8 2.1 .... Fr) RE: S0-10, S0-11 AND SO-13 FOR INFORMATION. - - - -�� - - - - - - - -•- - - - -•- - 4. EXISTING ADJACENT BUILDING TO REMAIN. CRITERIA SET W-1 1 - --'-- - S. LINE OF EXISTING CANOPY. �A 10 6. EXISTING W BEAM AND DIAGONAL BRACE TO REMAIN. w° x °� 1 1 , 1 , 1 , _ H a ° i <� 0 , i : ..: .:..::. 7. RE: S 1.1-7 FOR ATTACHMENT OF NEW CMU WALL o z : TO EXISTING CMU WALL.PROVIDE BEARING PLATE o a g'4t w A N. .... .................................. .. ::.. z w - - - - - - - - �•;�.-- - - - - - - - - - - - --......-44-... - -�-- - - -" - - - - - " - - - - - - - - - - - - - - - , - - - - - - - - - - 3/4x6x 16"WITH(2) 1/2"DIA.x 18"DBA'S FOR NEW JOIST o a g`�w�° � - - - - - - - - - -:- -� r _.._;._ _ __._._�...._.___.._ BEARING OFFSET BEARING PLATE AS REQUIRED. 0 �, w a o w p .M -*- -*'- 121-8 1/2 �-' H � xa W�SON i _ I _ 8. EXISTING CMU WALL TO REMAIN FOR ELECTRICAL SERVICE. v a w a`W� W o Q.,, 13 B.O.D. t�OE-�AZxwc 2.1 I CDOORDINATE/VERIFY WITH ARCHITECTURAL AND ELECTRICAL w�,w a o v # e-7-7 \ CO9. REMOVE EXIST ROOF DECK TO CENTER OF EXISTING w o w w° W ° , - --3 JOIST, RE: S2.1-10. � �z�Z�H r*' �,-- - - - - - - - --..,--- -,-- - - - - - - - - - - - - - - - - --,-- - - - - , -- - --- --- ---,..,i..' - - - - - --r-y--- - - - ---- - - , - - - - - - - - - - - - - ----..,� - - .. - - - - -•'- - ---- - - - - - ARE TO ALIGN WITH EXISTING JOISTS. ci o 0 o F o o o w oo en 10. NEW ROOF JOIST �� ,��2 M • FIELD VERIFY EXISTING LAYOUT. x a °o - „o .. WO�� yVE r'_+ t� • •_ _ - - - _ _ - - - _ _ _ - - _ _ _ _ _ - - _ _ - _ - - _ - T _ _ _ _ - - w _ _ 11. COORDINATE/VERIFYHEW RTU LOCATIONS WIEGHTS, SIZES,ETC., A o a a °z �'° `_ .. .. ,...�......................... T2tItAL MECHANICAL DRAWINGS. Zi WITH ARCHITEC AND MEC CAL DRA GS a a x °°O v 12. FIELD VERIFY/COORDINATE BOTTOM OF DECK(B.O.D.)WITH OgRR":18Q �¢ __ w _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ L N o EXISTING CONDITIONS PRIOR TO START OF CONSTRUCTION. --»- - - - - - - - - - - -:�--- - - - - - - - - - - - - - - - - - - - - -�- - - - - - - -E- - - - - - - - - - - - - - - -- ' - :............ M 13. TS 3x3x1/4"BRACE,RE: S2.1-14. N E -•..• -•-•-•..•- ,' ■•-•-•-•- - ■ -•- - - - - - - - - - - - -- - - - - - - _ ._.........._.........._............_._.. _ _ i 1 1 14. 2 5/8"QIX2'-0"A36 ROD BOTH SIDES OF EXISTING ROOF JOISTS. •. .. - `' - -- - i - - - - - - - - - - - - - - - - - - - - - - - -- - - -- - •- - - - - ' - - REF: 52.1-11. I .. R I80�I I 1_11 1 (11) 5. PROVIDE 4x4x1/4 ANGLE SUPPORT FOR RTU BETWEEN ROOF JOISTS. O cNn • _ - - - - - - - - - - - - - - - - - - - - - - - - !- ---{-- - - - - - - - - - - - - - �: - - - - - - ------XL - - - - _ - - - - - - - - - -L- -- 122'-0 RE: 52.1-2 FOR CONDITIONS. `r'* 1 i 1 i I i R V♦9r____ B4O.D. 'C ::= ® I-- A16. EXTEND COLUMN TO+2P-0"AND BRACE TO ADJACENT JOIST UJ 4_____ ___7___ .. :: :: :: .. t'l .. 7' . , _____ 7-1 _ ,t, .i 41) _ _____ AT TOP CHORD PANEL POINT W!(2)2x2x1/4 ANGLES,RE: 52.2-6. .,r', le ., ____ a' L1 101 < 17. EX 1 END EXISTING CFGANNEL(S OVER DOOR HEAD TO NEW ►-, N COLUMN.ATTACH TO COLUMN W/CLIP ANGLE 3x3x1/4x4. - E- O E , , ' A A ' - 20 WELD TO COLUMN AND CHANNEL. PROVIDE COMPLETE la 14 °v - - - - - - - -_---- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - = - - - - - - - - - - - - - -�-•- .. i I I i I 1 i i •- - - I a Fl _ •JOIST PENETRATION WELD FROM NEW CF[��NINEL TO F-+ w , N EXISTING CHANNEL. Z W N 6 - - - - -•-y - - - - - --► -•- - -•-•- -- - - - - - - - - - - - - - - - ---- - - - ' - - - -- - - - -L- - - - - - - - - - - - - - - •- - - - - - - - - 18. RE: SO-14, SO-15 AND SO-16 FOR NEW OPENING FOR • z W �, �; s�l 1..._ I - '.r, FUTURE COMPACTOR. tJf v� �, ct 14 14 14 14 ' M W d- v� , I N A19. NEW SKYLIGHT,RE: S2.2-1 FOR FRAMING CONDITIONS.ALSO a.. W E.., cn �1- - . - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I'YP - TYP. TYP. TYP. REFER TO ARCHI I'ECTURAL PLANS. o0 I 20. ANGLE 4x4x1/4 DRAG STRUT,RE: 2.2-2, 3 &4 FOR FRAMING W !='_ .;•.....,e e A e e 1, CONDITIONS. W WIF 1 - =," _- - - ♦ 21. 2 7/8"DIA.x 2'-0"A36 ROD BOTH SIDES OF EXISTING I GIRDERS,RE: S2.2-5.- - - - - - - - - - - - - - - - - - - - - - - - - - - - - II - I - - - - - - - - - - - - - - - - _ ' I _ _- 2 . PR• T DE C 8x 1.5 AT DOOR HEAD. CLIP TO COLUMN EA. END um I ' --N ,, , - - - - - - - --= ,,_ - - - - - --L- - - - - - - �- - - - - - - - - -' - -L-- - - - . - - - - - - .. - - - Au-- - - - - - -, 1 ; , RTU 200# ❑ N cn- - - - - - . - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - -- „ SAO 11:10 , �-- - 122-7 1/2�- • - , ' • - - - __ - - - -- B.O.D. 1 . A A I yr ® -- A 1958. , r ., -' 0 _ _ ._ _ En Cn -83- == -------- == # 4r7 :- \ 0 ill,cif ,' ,,,,,,., r 7 - - - - - - - - - - - - - - - - - - - - .P °i 2.1 I HERN.- - - - - - - - - - - - - - - -•-•-•-•- -•- -•-•- -- , 1 I I , I I I 14 f'1;*- ,� [ P!RAfl0NDATE: -31• CB N I I• 1 1 , , 1 1 1 t :1i:: --r -�- - - -•-•- m - - -- 00 N 10 • CII 1 , , N 1 , i , I I A A ' 19 ® _ 123'_0 1/2" 0 0 el _ 0 - - - - - - �� TYP. B.O.D. 0 Z P4 I i , , 1 I 1 _.1 I o0 I 7 1 1 =' a 1 --------------------- H _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ I _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ E_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ I '-- - - - - - - - - - - - - - - - - - - ---- - - - - - - - - - - - - - - - - -1- -�- p N rn o E Q - Q Elm° : ----- -------- , ----------- , 7 = = ___________ ..._= __..._.______.__._._... ... __ t Cil 00 0 0 qa .< ± . , ----4 1 1 1 , i , a L 23'-4 1/2" oo AAI B.O.D. "''' r; r•- - Q - - - - -1 - - - - - , - - --1-- - - - - - --r-- - - , - - - - - L L . . . . - - 6 F::).- �� I 10 _ a I I I I I I I I Wir 41, Crill) 54P11 CI) \ 411) , I , , , 1 1 , , N I -- o cI - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - _ - - - - - - - - ' - - - - - - - - - - - - - - - T- ------------ 13'-5 ;" =T ® � B.O.D. 45 , La., .. WY 112" B.O.D. °` 40 i I-_ 9 41) • :: 7 -1-1 . . . , , i AI& 1 , 1 i .. I__• i , I , I 1 1 I i - _ ______________________ _________ 0 N "' 4°11 ' -•...-- - .......-•---.--- ..•----..•-,.___ _r_ _ r __ . , 7_____ • /.._______ ______ __._____ _....__ ____............____ = = , . ' 1 I 1 1 , : ,:: 9 L 1 :_.__..._.__..._...,..._..„_..._....______. __..._...___._.__., _____ __________ _ _________ ____, ____________ A ‘111111 11;11 • ' 16 12 3'-11 1/2" • 410 _ _ . . i , 1 , , , , B.O.D.A A fa :i E t 11 \ .: :. 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EXISTING CANOPY FRAMING TO REMAIN. AR ' I . Aft I , 6 2. STEEL COLUMN,RE: Si, S2&A2. ciST 20 411910 16 • ' CIF 110 411120 Vt. 0 B 3. PIPE BOLLARD,RE:A1.1-9. 4, 1281-0" :- mini AT COL. \ I AT COL. TYR 16 5. SUSPENDED WALL AT COOLER,RE:A8.1-5. . 'Zillr BEYOND\ TYP. - . / BEYOND --411110 ------_, 1251-4" A 6. LINE OF EXISTING PARAPET AT RECEIVING ROOM. \fir T.O.EXISTING ../..- ---..< \ , Wr CANOPY ............... ..--._ ..w.mi,,lytAkiw,,...N.....,.......,..4. .,„„.. ...;---1,, •.,, • inar.,,,„,„,„,„ii y,,,,,,,,,awiliww.,. i,,,,, 1. - ; . 8 TYP. ' -------- iiii ‘''' -\ '-* - ...... . / -- ..411111 . _ - BEYOND --,_ traThirsThITGEARegroirseajyr,"--.7ii' oraLVILlikomalffropormira0"1"-4-6411110.12:.:W=IFIWAWA TO. EXIST. CMU ‘..r 7. NEW CMU WALL,RE:A2. _ - , Etimiersommomminloximmeramm,.kmman. olirariuri 1 , 1 1 i )_,_ 8. NEW CONCRETE CURB,RE:A1.1-13. ■ /,. 1-4 ,i- ' '' ' - -----4' .... A I i -4--i --- II I ) _ ___ __ __ MINH I 1111111 Eilwr .1./. ,_,., mill -win -- . -____ .--refiammiMimi... .. 120T":6_518_11* _ _____ ..- - - - .111- ‘ , \.... .... - ...__ ...1 M BEYOND / ri-rfLat 1-1-asirrom _In- IIIIIIIIIIIIIIIIIII allMllr; rq,,,trramismq T.O.NE '*--CMU @ 10. SUSPENDED VINYL FACED GYP. BRD. CEILING,RE:A8 ..... .. , - --,,,,, „Imo ---- 1111 AN - p 1211,611rIllarlarlarrEL REAR WALL TO 4110 ',' 14 ___(Th CP Mr (10 5 ) 1 •11_•_ 1.-1 - 811 J__ MATCH EXIST. 12. 1 HOUR RATED EXIT CORRIDOR,RE:A8.1-6. 13. NEW ROOF FRAMING,RE: S2 ' AL1101-8" .. . / , fel PRODUCE „ PRODUCE„ 1 "a' 1 __(... 14. EX1S I MU- ROLM PIKAM1Nti,RE: S2 \?`WO. EXISTING 0 -- - --0-- ---...1,,____ --, TYP. WORK AREAL101 I Am, COOLER I 102 I ao fer „ , 15. NEW CONCRETE SLAB,RE:Al. BEYOND IllIlf -r SOFFIT L me mom 16. NEW SINGLE PLY ROOFING SYSTEM,RE: SPECS. TYP. \\ II / Oil i LWANTZNAILIImmil BEYOND I ------ 9 / 1 \ 3 MI° - STORAGE] 1041 'ffLuMPARILTIM11 17. EXISTING CMU WALL AT ADJACENT PETCO SHOP. PROTECT DURING 8 - (105', II / 101 _ OM rINIMIXIIIIIIIIIMIZII , .,„, - \ ;,,,,, Min in% NM= NO CONSTRUCTION. t 4 1 I I TYR I TY?. I \ , \ \ 1 \\ i ... ... , ..... ..0 ,,ixtrrir--......-7.,-;,--:-.71,0 4L vimin, a _ -4,......-,-..,----------------------------it. 1.t.r.........,...................R.WN.........11 1 0014r 414,_ 18. EXISTING CMU WALL BEYOND AT RECEIVING ROOM. rummiliiiiiiiimmoriorilliiiiiiiiiii..■ Asehi, ........-4, .......A. /i IN FINISH FLOOR `"fr 19. WRAP W COLUMN W/GYP BOARD TO BOTTOM OF STRUCTURE ARCH.PROJECT NO I Mr Alik 1111 , I ) I W/STAINLESS STEEL WRAP UP TO 41-0". 0622 21 ‘‘t i H L L ..., w „......„... , 20. EXISTING SINGLE PLY ROOFING SYSTEM TO REMAIN.. \.....--C EXIT DRAWN 1 Aft CORRIDOR I 1051 II 21. 1 1. 11 RIGID INSULATION TO BOTTOM OF FOUNDATION WALL. D.S.M./S.L.K. CIF CIF 22. SKYLIGHT,RE:A7,A7.1-12. CHECKED TRS BUILDING SECTION SUBMITTAL DATES _,‘,..__ A-A. 03/07/08 3/32" 11-0" 11111111111 OTB DATE • 0 0 0 • 0 \ i 0 'IS 411 CRITERIA SET W-1 .60 igr8 \ 0 R $4111.1 TYR e , 16 1 Ali \ ilk I Ilk 1 TYP. IMP l TO/ _.,....,■...... 1251-4" ., z4Lic"Aggc , KW , / I % T.O.1 251-4" 4,_ ii.,,,,414,......,:,,p,ii,,,,,,,R...,,,,i,m,,,e,,,,,,....9.1.1111,..,,,,i1R,,,, ,,, T.O. EXISTING ' (700;t0FT;1414 -, - I TO NEW CMU `Fr CMU 976 I-.NITA1111211111•11PAIEVAIWAIWitilriblIPALIP1 '' ..,,,. , ..t. ..;44515RNw4 1 '41d0.-Ii=4%14). • 14 14 li i 0 I °6 vl 1 411110 L---- CIO grA0014(2. BEYOND I BEYOND---D9 ift1610 1.,ARtr4 ,6aE g 0 OgROJ'A;0 19 I --- _ I 1001-0" 4, ,--- / . loop-0" . .4131.01...0.0.110.t.ILIPX.10.11MMEW PAGOACII.S.M../.01.6/16.011.11E11.1.11.104■21r1.16.....114MMO.C.M.C.101.1.W.110.10.11.101..7014104113./.1.10.131,02..1.M141.2.011 FINISH FLOOR Nv Z armanautumuumarammwmorammcssurafraramouraN Ainshil -I FINISH FLOOR • . ••.,.,,.-,.7,-,fr. WI : 0 I --- \ agi 0_5) 0 0 et-4 cliP 41) 4D UJ . H a cii,z 77,-1 Ak PARTIAL BUILDING SECTION PARTIAL BUILDING SECTION O 3/32" 11-0" 3/32" - 1' 0" z • :._.-_ 1-..' L U 'Et 71.," a 0 i&-2 C1) cifl IA 1 g r:f Ill <" 1"1" LLI 41 ILI rip (....4 0 * IL r'1:3 D tn 4-1 ICE tril , .....11111.................. D ARe, <$04 47 CD0 NEW CMU //: 401111 r WALL,RE:A2 C.,1W1 4D Boa 000 COLUI4N----" 1/2 DIA.x4" EXPANSION C*1 -1715:49 1" 4" 8" v. ■,.. .4 BOLTS TOP,BOTTOM 04 &CENTER. 4 4Z (I) 5/ " 8" It . ...,-- ---/ BRD. SHEET Al 0 ,. 4 \ CMU WALL ,i I 4 EXISTING CMU------------ FOR WALL . l• 4 FINISH / If, / i ,WP REMAIN. I 4 4 • I 4 4 dir COLUMN Irr _ (.4") b I 1 600S162-54 • , 4 STEEL STUDS 1 . • ...,------- COOLER BOX C41 5/8"GYP.-------- * "X8"22GA. EXISTING I 4 WALL. • . FRAMING I 4 ,014: 41t - -44 . \ DOWNSPOUT, . 2" 4" 8" 4" 2" TO REMAIN-. I 4 ....) 0 :., RE:A7 / / / 1 I I 4 1 4 fl el ■ 4 1,416,Adi. COOLER BOX . , , I 4 600S162-54 / Z 5/8" GYP. ,r#APYAWAIrAtiraW2i r OPPI.1- PANEL STEEL STUDS 5/8" GYP.BRD. 4,.._____ I 4 BRD. SEE RE:A2 ,- SEE SHEET Al0 4 : 44 1:11/ 4; : 0:.:00rll' SHEET Al0 `,,."-, :N.w - CONC. CURB FOR WALL FINISH. FOR WALL . *,,1,40,-rmi Adiplexa:Ar;4111rA144:(-)Q1446.'4,:::1,11 14 4------ BELOW,RE:Al Z ,..' FINISH I .,........., ■ 4 __ ___ ,- -, 'PULL COVER TIGHT IF aiiiiii: 0 0 ■ 4 en .o.K ----1 E14 TO GYP BRD AND CLOSE re;11 IIIIIWA II I I I r#41 re.A WA 111 r■ - ATTACH FRAMING TO E--4 E.-4 0 Z I 8,, ;.,-, I A JOINT W/STAINLESS , ..., ,A, 11 -4"-4. I, 4 EXISTING CMU W/ Cii) e,,,„,,N0-4 C) . . 1 STEEL SEAM FLAT LOCK CLIP STEEL 41k.II 5/8"GYP. ., .....71111rdPAIIII,...:,4111111WAIrdll''. POWDER SET PINS. _.....) I, 4 --r- COLUMN, BRD. 2" --...,\ 417 8,, 411 r Ty EXISTING--1 Cl) Immum4 Com _ RE: S2 / / / / / / GYP.BRD. . p i FL ...1 1 . .t"--j C-7-1 • ----- STEEL COLUMN, ., s• • ••. . . , , . . &GLASBOARD , ■ 4 CONC. CURB 0 - /16"BENT STEEL TO REMAIN. t ''.4 BELOW,RE:Al. P.i...4 'ra I rell I I I VAI re rAll VA I Er f Pr ' - 11■ 4 . &-----4-4--- P3LATE,PAINT,RE:A4 NEW 5/8" GYP. < 1 4 'I 4a in STEEL BOARD. &WP1, i• STEEL STUD AT CORNERS,TYP. 1 5/8" STEEL S'TUDS,TYR ' ■ 1 \ \ COLUMN, RE: S2 11M t `? Fn 0 °r...__ RE:A10. 1 4 '.. -1/2 DIA.x4"EXPANSION I 4 4■4 ei.,\41-) :- GYP BRD. 4 ". BOLTS TOP,BOTTOM NEW 6005162-54 TO BOTTOM 1* / WRAP 5/8"GYP BRD : , I 4 OF STRUCTURE, i .: 1,44401 4" All 111 i' FRAMING,RE:A2. Iii••••1 TO BOTTOM OF • / 1113MINIONI .NIMISCRIPMEIEISIMINITIMIERIXO &CENTER. I 4 , t.,,,/,4 119 I CD 0 p PAINT Pl. 1 / \., ROOF DECK,TYP. . . . . 41 I 4 CID 1■.,411 i: 1 . ALL SIDES.PAINT Pl. i: 4 AIR 4 SPACE 1 5/8"STEEL STUDS,TYP. ' C) 44e: 1 ti? SEALANT 4 5 13/16 2"j, 6" • .. , ,. 4 / 17AWAVAllibrAllrAllrf:4- -------22 GA. STAINLESS STEEL 1: (VERIFY) PLAN VIEW . ,- 0 0 1. COLUMN WRAP TO 41-0" ELEVATION A.F.F. 11■41 R SEAL TOP&BOTTOM 1: 0, 4 p JOINTS W/CLEAR SILICONE , . 1 Ih. - SEALANT M111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111 0 1 1/2" 11-0" 1 1/2" 11-01;COLUMN WRAP COLUMN PLAN 4111 COLUMN PLAN 1 1/2" 11 cy 4 DOWNSPOUT GUARD 1" 1,-0" 0 FRAME WALL/COOLER @ EXIST. CNIU 1 1/2" 1' 0" Cil:11 411" ,A IIIIIII Ill •MATCH TOP OF CASEmSAt. 518"GYP.BRD. SEE SHEET PLENUM WALLS IN All FOR WALL FINISH 11:1 ist SALES RE:A3.1-5 i r 2"SQ. STEEL TUBE @ END METAL FRAMING,RE:A2. OF WALL, 81-0"O.C.AS SHOWN PL 1/2"x8"x8"WI 1/2" I I ; AT PLENUM WALLS. RE:A2 FOR DIMENSION > PL 1/2"x8"10"W/(6) PL 1/2"x8"x8"W/(4) DIA.EXPANSION BOLTS. .• 1, . 1 1/2" 1/2"DIA.EXPANSION 1- 1/2 If DIA. EXPANSION BOLTS W/3 1/2"MIN. 3 1/4" 1., 1" 11-0" EMBED MIN. 3 1/2"INTO I 4,7::--- TYP. BOLTS W/3 1/2"MIN. 1 EMBED.(@ STAGGERED 1111111 EXIST. CONCRETE. i - I ,,,r, EXISTING 441 / EMBED. TS COLUMNS) ! 1 : CONC. SLAB,RE:Al LOCATE 2X2 TS dil 100p-0" , ... ..• 0 0 • \iv F.F. ii.. 2X2 TS SUPPORT. PI 1111118 41:) a . 0 A LOCATE IN WALL ul I I u I ii- SUPPORT AT END AOFEEAREC:AH5W6ALL AS SHOWN ON 1 (NtC1 fr- ar 0 • . .......____J 111---- Afii, AS SHOWN ON L SHEET Al.RE:A3.1-2 DOUBLE STUD --.... , • 111 minmemmmmmolons■ 600S162-33 III al @ END OF WALL Arge: ° li ° II 0 -- Aill , , SHEET TITLE STUDS BOTH Pin. a 111 TYP. AP1111111ry sms oF ATTACH W/ al 5/8" GYP.BRD., - -------24100S162-33 STUDS 6 400S162-33 TIE WALL NOTES: TYP. STAGGERED AT TOGETHER @ COLLTMNS BUILDING #10 TEK PARTIAL HEIGHT WALL , 5 SCREWS @ 12"0.C. AND @ BETVVEEN COLUMNS HOLD GYP.BRD. 8"A.F.F.WHEN SECTIONS 12"O.C. PLAN VIEW 6 1 1/2" 1' 0" AT 81-0"O.C. ADJACENT TO REFRIGERATED CASES. EXTEND GYP. DOWN TO & DETAILS 1 1/2" FINISH FLOOR ADJACENT TO GONDOLAS. mismilimmoommilm==== SHEET A5 i -- _-- _ -' REVISIONS r DOOR TYPES DOOR SCHEDULE DOOR DOOR SIZE DOOR DOOR SIZE HARDWARE FIRE A CCD PSA-3 07/03/08 NUMBER w H I TYPE FRAME HEAD JAMB SILL GROUP RATING NOTES LOCATION 100A 12}-0" 7'-0" MFR C ALT TM. ,4 SAM. ` - ENTRY ^'--___ Irlry DOOR,RE.Al2-DOOR SCHEDULE �_.. 9ie - _��_.� _�__ 1008 4}-0}} 4,-0" 1/2}' D HM stM. 2 .__-� - _ ' jJjJ A 60'. 4.4/I aa, , V /-1- \ L rya", 1 07j/ \ \A0 Pr ,///4440 /// -01 (2)3}-�'} }-0}' MFR STL SAM. , !! - ..L— t-- I Irt.48:4---; --- DOOR FRAME THROAT , �.- -r 102A 2 3'-6" 9'-0}' MFR B S'TL IM, -1 -- OPENING G TO BE WIDTH > e - COOLER /r OF FINISHED iD WALL \\__ ___ _..__ J7 -._ �� _._ . - _ PRODUCE PLUS 1/8" �` � / r 102B (2)Y-6" 9'-0" MFR B STI, Tar SIM. - COOLER —r ,■ (c@ FRAME \ 7/ - ----_-__ ____ --_-_-_- -- `` ! _ I 1 fi l (? `fit-6" 1 _'_O" MFR B STI. TM . - _WAY t �" �1AT,Y, s I e /-- DOOR FRAME TO _ ; , alik PLATE STEEL __-�_._ ___.-L�___.__ �_R_�_____�_ _I _. r,_ _ ______ ____-_.-___ -_.__..--- .____.---- .--_ .._ ----.___z =_ _� � _ - __..._______..__._--._._--- - `---- - r-. BE WIDTH OF HOLLOW METAL POLY CLAD IMPACT 6 AL STORE FRONT iiki THROAT DIM. t , A 1 105A (2)3'-0" 7'-O" 1 3/4" A HM ' 1 20 MIN. EXIT CORRIDOR Alk: PLUS I" VP MP 1/2 „ A. B D 105B (2)3'-0" 7'-0" 1 3/4" A HM 2 20 MIN. EXIT CORRIDOR -- 2" 5/$ " _'STEEL STUD ANCHOR aumummummimmummummem / ARCH.PROJECT NO. JAMS (HEAD @ SIM.) DRAWN D.S.M./S.L.K. 0 LO'11 M E+T A 1 FitikME GYP. BRD. DOOR FINISH NOTES: PAINT HOLLOW METAL DOORS: INTERIOR FACE-BENJAMIN MOORE#AC-27 "GALVESTON GRAY" CHECKED EXTERIOR FACE-MATCH ADJACENT CMU TRS 4i 3,, 1,-0" < .A, SUBMITTAL DATES 03/07/08 0TB DATE CRITERIA SET W . .DOOR,RE.Al2-DOOR SCHEDULE ------__ ----�-- 6005162-54 STUDS, �A AT 24"O.C. woa MASONRY 1 aA�ANCHOR - " i } � � 1 spa A �a, , S/8 GYP. $RD. BOTH �� EXISTING STEEL STUDS a � o a o� �T :I ''. wao SEALAN AT ; SIDES TYP.EACH SIDE I Or LINE OF WALL BEYOND •©I I 12 C 8 x 11.5 STEEL CI:L��.[�fNELS �o� Az �w�i!:t: : :5 162-54 S WELD TIED INTO EXISTING CFII�NNELS, Jw w apH V g RE: S2 5 8" . BRD. . a a as TRACK AT SIDELITES PER opmH,�.__._ GA, 4-32 TASAU ` , i 5 ��waw�6.8►.�i�i�i�i�.�.� � }, AUTOMATIC DOOR MFR w o �o►...�.<__ GA. _4-32 ` - 5/8 GYP.BRD.BOTH SIDES AS RE 'D TYP. SHIM AS REQUIRED AND SEALANT R V z H Q REQUIREMENTS r„4., w woo•1 }} EXISTING TYPICAL BOTH SIDES �p off, p��+�� I I fir �fii A ! RS,PAINT #1,,, SHIM AND SEALANT COLUMN I gz€-.(-k)a(��,�zu w V 1 , T A GA. 2-32 i )$ kU AS REQUIRED ,� gb.tE012°R TO RE1��4IN. KICK RAIL AS OCCURS,SEALAN T o�� I ) �_ a RE:Al2-10, 11 &DOOR TYPES w a �,�,0 N ii ■ ■i■ �■ii. I -CT- cs M �. I EACH SIDE ,� 12"X 4"X 1/4" STEEL PLATE,PAINT" a�" A INN�� !Li ACCESS PANEL _ �!i !� ■■ m ■■■ `. _ �I �- RgRATII&AO c- • MASONRY 1 �! _ _ _ _"!J1' - _, -- SHOLD @ S w 1/4 „ TIC DOOR BY INTER. 11 }7 All!, � Al2-DOOR ___ 100-0 RE:Al2-11, 12&DOOR TYPES EMERGENCY BREAKAWAY '� 2" 5/8 " � % SCHEDULE �' ;, I -�- ∎—∎ DOOR,BRACKETS& t i PIVOT POINTS OW 7 3/4 " ' GUIDES BY DOOR MFR. I LINE OF WALL BEYOND M i 1 AUTOMATIC DOOR BY MFR. CCLU 1111 RE:Al2-4, 6&DOOR TYPES �` A JAMB HEAD HEAD SIM. NEW 3 1/2"x3 1/2"TS - EXISTING 0 W o4) COLUMN,RE: Si. CONCRETE SLAB I"""' V _ �C 4 a RE:Al LU 1.° H o 0 HOLLOW METAL FRAME @ CMU � �, w �, IMPACT DOOR (JAMB) HEAD DETAIL JAMB DETAIL STOREFRONT SILL DETAIL, z �o 5, 3" 1'-0" * z W mot , 41110 12}} } }} 4 1 1 " 1}-0" 1 1/2" 1'-®" 6 1 " 1'-0" �- E-a ii 1 1/2" 1 -0 /2 1 Qz WW M c W � Q? I -W1 W i C � a JAMB M kr) ta.+ PADLOCK RASP SPEW \ CC \ — Ca 3/8 " immiliiiiiiimmillimmiiiiiiiiiiiiiiiiiimmuirmirmimmi 3/8 " 3/4„ 3/8"X 3"X 3"ANGLE. ---,.,, 3/4" - 3/4"X1 1/2" SOLID DOOR FRAME ALL SIDES „ - 4cctOD Akereoso, EXIST. � 3/4 � STOP(3 SIDES) W/3/8"X 4"DEFORMED CMU 3i4 CONTINUOUS FOR JAMB- Is BAR ANCHORS u@ o0 00 / / / / ?, a@ HINGE SIDE AND HEAD CE W. RSE oo � cn .� 1 r CORNERS&MIDSPAN. AND SILL. rierfr ("0 P/ M de 0 . IDAHO .w !11M.11 ■ 1/4 00 - 1.r 0 _00 . . '9; e' °o 1 1/2 " - -40 % \ J 1" \ ----- ` ' 3/4" 23/4" \ 9".'M M/ /3 1/2 " / °° —, Cr) (.24 I 3/4 " -) \� } " ►, 3/8" - \ PLAN VIEW► ►, ( 3-10 5/8"X 3-10 5/8 X 3/8 ` 3 1 -p THICK.STEEL DOOR. WELD TO 3/8" X 4" CONT. 1% 0. 0 HINGE PLATE. ,k krimeim 3X3 FRAME Z P4 k \ .-F , h, PI5 DOOR 0 Z Fami -- , EXIST. . •■■■ (2) 1"0X6"(2 PIECE)STEEL CMU _ Fauna4 E"'4 0 Z WELDING HINGE. WELD n' 3/8"X 1 3/8"X 3 1/2" H TO 3/8"X 4"H PADLOCK HASP HINGE PLATE AND TO 3"X3"X3/8"ANGLE 3/8"X1 3/8"Xl 1/2" WELDED TO DOOR. cas FRAME. PADLOCK HASP CENTER IN DOOR WELDED TO FRAME ELEVATION r::) 1.7.1,•,4 p4 1"2"1 3" l'-0" Q ' 14 4tt gig JAMB LATCH 0 CD , ANTE SIDE 1-T-4 4...) 3" 1'-0" n q 3 X3 X3/8 STEEL ANGLE FRAME ALL ." _ Zoll3f CD Ci) Pli4 AROUND .\, 3/8"X 4" CONT.VERT. Q 4' PADLOCK LATCH /1" HINGE PLATE 'Cli) c,„ : (CENTER) '/ 3/8"X3'-10 5/8"X 3'-10 5/8" r 1/2"0 X 4"LEVER WELDED �,- / STEEL DOOR WELDED TO TO DOOR TO OPERATE FLAT L CONT. 3/8"X 4"HINGE PLATE miummiiiiiirmwommimmil LATCH CLOSING SYSTEM , - J (2) 1"0 X 6" (2 PIECE) STEEL 1 .'� �'---,�,- WELDING HINGES WELDED TO - - NOTE: SUBMIT SHOP DRAWINGS 411:1 40) , 3/8"X 4"VERT.HINGE PLATE TO ARCHITECT FOR REVIEW AND 3"X3"X3/8"FRAME DOOR ELEVATION 1/2" 1'-0" 0 STEEL DOOR FUTURE COMPACTOR CHUTE SCALE VARIES 1111111111 111 , a C) 11111. 'III SHEET TITLE DOOR SCHEDULE AND DETAILS 1 SHEET A 1. 2 i REVISIONS A CCD PSA.-1 05/16/08 A CCD PSA-3 07/03/08 I IT , GENERAL NOTES i - A 1. SEE SPECIFICATION SECTION 064035 FOR LIST OF WOODWORK/ 0 0 0 0 0 0 0 0 0 0 CI CASEWORK/HARDWARE AND SPECIALTIES,ETC.TO BE USED. I10.8 2. ALL WOOD OR MDF. TRIM AT DISPLAY CASES IN MAIN SALES SHALL BE STAINED OR,PAINTED.RE: SCHEDULE, SHEET A29 I 4. STAINLESS STEEL CORNER GUARDS,PLATES,ETC.ON CABINETS i i i 1 I t , I I I I I I I I I I I i I I i SHALL BE 18a. (.04 "), SATIN FINISH NO"4. UNLESS OTHERWISE NOTED. I I `- I I i 5. INSTALL(2)2x6 WOOD BLOCKING BETWEEN STEEL STUDS FOR , , 1 , I 1 1 t WIDTH REQUIRED FOR ATTACHMENT FOR BOXES,COUNTER AND 0 0 I I i I BRACE SUPPORTS AND ALL OTHER WOODWORK,CASEWORK- 1 1 L 16 ATTACHMENTS, SHELVES,ETC.AS REQUIRED. IF BACKING IS NOT 0 � r POSSIBLE TO INSTALL,USE ZIP TOGGLES TO HANG SHELVES AND I I I-i _ I I 1 I OTHER WALL MOUNTED ITEMS ARCH.PROJECT NO. , 1 i I j I I ,' '`►' ..__ 0622 I I I 1 I i I ! 6. AT EXPOSED THERMOSET DECORATIVE(T.D.)OVERLAY SUPPORTS I I I i t \ ØØ I BRACES&END PANELS COUNTER-L_ FOR SHELVES,COUNTERTOPS, DRAWN 1 al 0 I I I I 1 1�01111111111irdillillill ," � I a o SINK FASTENERS AND INSTALL PLUGS TO MATCH THERMOSET ' I `� -" DECORATIVE(T D.)O VERLAY BOARDS, L.F.L. i __ _ - - - _._..__ ./,{{{.-.//{{!{{/{/{!{{.1.'S/{ll.+it./oweAraro .m..i.i~..o,f{//{n/,!.{{{lfo{./,/m.wort`.1,�/./.il{{{.%!s>✓J:I �_ _:.._-_, —..._._.,,,_. _ ----- ----- I �, 7. INSTALL T--MOLD ON ALL EXPOSED EDGES OF 3/4"THICK CHECKED ' '� ! ( i THERMOSET DECORATIVE OVERLAY COUNTERS, SHELVES ETC, TRS I I I I I I -� -_. _ ___ __ L-— AND EDGE TAPE ON ALL EXPOSED EDGES OF 112"THICK / ' THERMOSET DECORATIVE OVERLAY SHELVES, ETC.UNLESS SUBMITTAL DATES — -- I it i , , --- - ,� ` . OTHERWISE COVERED W/WOOD OR OTHER.FINISH BENEATH WORD t ♦ t / 03/07/08 ;; I I I I I 1 i COUNTERS. NO FINISH REQUIRED ON EDGES UNDER COUNTERS f I I W UNLESS E P sED TO'VIEW I I 1 I I I I % 8. EASE ALL EDGES AND CORNERS OF PLEXIGLAS CONTAINERS AND - r -- --t----.. - _ - I I I r FLAT WORD;EASE EDGES AND CORNERS t F MDF EXPOSED BELOW/ NTH DATE I $a 0 I i _ ___ _ ,� -, a OR INSIDE MILLWORK�cH SHALL NUT RECEIVE EDGE 9. SEE THERMOSET DECORATIVE OVERLAY SCHEDULE ON SHEET A29 1 '�!h ( I'l 1 I „=, ,� .....1. II "11. FLIP COLORS AND LOCATIONS CRITE�SET 'V-1. ----Ti i I i 1 I A _ _ ` " �'`�° 10. T A29 FOP.COL AND LOCATIONS, , 1 SEE PAINT SCHEDULE( N SHEET CARS III 1 *49 44- o fil PIMIIIIIIIIIIIIIIIIIIIII-- :' II=P ..., , ■Ili \\,,,A !cg w IgL3C,W4 - I --� i ° I I Illc) ( WV VDWV�L`\K/ CASEWV�L'\��./ �w ,a �..v$ FIST �B��TIC�NS I e• MI 0 �I - w ' -� ,ill -.='Ili ! _J � (SHEETS A13 -A29 vz 'v H� I / raa,l�,w�OC7 I : 1�1�� _ 1 IIIIIIIIIIIIIIIIIII � �� •• ' i T.D. THERMOSET DECORATIVE OVERLAY PANELS(MELAMINE) � o • r i — - ..■ I I / F.G.B. FACE OF GYPSUM BOARD. w Q �a v 1113 i ---- t i s; _ ! ,•••_•I_,_� pr°� A , P.L. PLASTIC LAMINATE W ''''131)2E0 ■i t/3 ME ••� —�_�� ` F.F.MDF FORMALDEHYDE FREE IVEDIIUM DENSITY FIBERBOARD OgOATAS1NO A I � I ,,. ��o HDPE HIGH DENSITY POLYETHYLENE, 1 1 1 1 ,, i ' L J o-iii iII1I1I_____- �; � R.W RUBB R L Al 1 so �► \ p __ �,_, �r� a lit i , M G. MARINE GRADE 1 IIIIIIIIIIIIIIII ►_ -�L y o a WRGB WATER RESISTANT GYPSUM BOARD Ej_,111! VI,I. maul CO 0 pli 1111 r I i y t �c,; ell , 4- --I I ! I I 1 iimitr o n LEGEND FOR S W A M '. .0 ` t _ , II o!'� a �, / _ _. 1iERE er—R. - - — -- - - - - - - - - - - - - Ci - - - - - - - - .mum=al Mil __ L. .. Mil Pir Pr i 1.1.1.111� �■� SHEET Q ___ ; 1 I �� r_ . , , * , r . . a_�. 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I MISC. FIXTURING 0 0 0 0 0 0 0 6.8 0 0 0 CD 0 0 KEYPLAN MAIN FLOOR WOODWORK/CASEWORK/ SHEET SIGNAGE/MISC. FJXTUR1NG KEY PLAN 4 NORTH 3/32" 1'-0" Ik. 1 3 ,M REVISIONS A 3/4" t " DASHED LINE REPRESENTS 3/4 x 1-6 H x —�.- ,f t " T TT CCD PSA-1 US/16/0$ 8'-0"W THERMOSET DECORATIVE OVERLAY, _ 3/4 x 1 -6 H x $-0 W T.D+2) TDa2 ,PANELS SET INTO UNISTRUT -- PANELS W/MATCHE G T MOLD A CCD PSA-3 07/03/08 ilk _-- ON TOP AND SIDES. SET INTO L,(TYR FOR ENTIRE LENGTH). -- �_ UNISTRUT CHANNEL AND --� _ _ NOTCH AS REQUIRED{{+)BOLTS. • • ""--�t��- tf 1 " f tf �'' �� .� . -314 xi bHx$ 0W((T.Da2) Q @ BAY 25 SIM. BAY 26 BAY 27 BAY 28 BAY 29 BAY 30 BAY 31 S1M• BAY 32 BAY 33 BAY 34 BAY 36 1g6t�Ott PANELS W/11�IATCHING T MOLD 106'-0" C OF UNISTRUT. ■ ON TOP AND SIDES SET INTO -.- _--------_____ -FACE ' U I _ _ _ - �' TOP COZIER TOP COZIER _ " - UNISTRUT CHAN_ NEL AND —SPLINE _- SPLINE ----- I‘- -- - — 2'-1 1/2"TO F - - 1 ■ ~ w i tt ft _ I — it ft — —- PAL-LET'LACK POST�, NOTCH AS RE IR — _ate '� 2x3 COZIER tJPRITESe ----- - �_ NAII! ! —FACE OF UNISTRUT. 2x3 COZIER UPRITES. - _. `__ ! ! r ,_ # r .._.e .. �.�.�...At�. L-- ..,. _+ftFr .�._. .... .._ ! r,...d.e....... —..— 1 e.._ ! �_.,�_ -� ———.MM— -r' O■—i■— —�.-- .— „�.�dam......pm�.-.'_' ' •,-■a.� j!T _- i •.�-•w.w...w. .. ..e� — -.......... �. ,�. BOLT TO UNISTRUT E i BOLT TO - STRUT u7 �-- ,.FACE OF UNISTRUT. _ _ _ _ EACH UPRITE TYP B TH j! ■=! 105'-1 1/2" EACH UPRI"1'�;TYI'B TII ! it i 105'_.1 1/2" -- SIDES OF PALLET RACK __ ..-.� -.. .� _ _____�. SIDES OF PALLET RACK __ __ _ .�!mil... _ - a � _ � , _. ,� TOP PALLET RACK pi.,;_ TOP PALLET RACK________.___— _ 1 rJ t�TOP&BOTTOM.- TOP&BOTTOM• - .- _, �.-_a - IIORIZ. SUPFt7RT HORIZ. SUPPORT OZIER 51TELVING° COZIER SHELVING 2'-1 1/2"TO FACE OF _.__ __.. ___. ,._...._.-... _ - FACE OF UNIS'1'RUT. — _�: �_ �1■R + _- — a t —_L PALLET fi1 11► ►7 t ar --------i, r ! 1 S .- (2) " a .._ :j G l �1 ! UNIS 111 l. Y /J ` 8 = 8 1 BOLT TO PALLET RACK �_-___-__.-___ �'Fl-__ LT TOP SQ. RACK t t1 ,�, 8 __ __ 2_-1 1!2_... tJ FACE_OF _ _ HORIZ. SUPPORT - ° —_ (DOZIER SHELVING.! HORIZ. SUPPORT(a7 _-1! ,,I.---._-___._. __w__ _. PALLET RACK POST I 4 SIM, SIM. BOTH ENDS TYP. 2 '' i BOTH ENDS TY(BO__-. _____�.__ ___ _ —____..__...__....�____ __.____-- -°_ -. --..__ __ - --_-__ _ - _____ _�— ■� PLACES @ EACH Lt L. t !! , PLACES @ EACH La � ' , ` m�■ 1! ■�■N1 jiFACEOFUNISTRUT/GONDOLA 100'-101/2►, !rr ► 100'-10 1/2" EXIST.BAY 13 EXIS + BAY 14 FACE OF -- --- EXIST. BAY 15 EXIST.BAY 1 s. EXIST. BAY 17 EXIST.BAY 18 EXIST.BAY 19 EXIST.BAY 20 EXIST.BAY 21 EXIST. BAY 22 EXIST.BAY 24 -..._ .��.- ,_, .-T,_.._.a _____ 4-- TOP PALLET RACK TOP PALLET RACK HORIZ.BEAM. �_ i HORIZ. SUPPORT HORIZ. SUPPORT �_ / tt `~ INSTALL 3/4"THERMOSET - ----__ L J`t__ " 4 ARCHPRJECT1O. - Sw112 [RE SHELF W/1 x 5 x 1/$ FLAT PLATE ```�~--1 1i2" SQ.PALLET RACK t tf SHEETS INSTALLED ON THE _�__�- - -- - --°� P HORIZ.� PORT. 0622 W/BOLTS W/WASHERS (2)PLACES u EACH W/BOLTS W/WASHERS (2)PLACES EACH 8-0 U RITE° O SUP 8'-0"BAY, TYP FOR ENTIRE OF THIS BAY, TYP.FOR ENTIRE LENGTH OF THIS RUN OF FRONT SIDE OF THE PALLET tt "( Y , „ ( Tt RACK. ATTACH T.D.TO THE 3 X 3 1/2 1/2" DRAWN RUN OF PALLET RACKS THE 5-1/2 SHELF PALLET RACKS @ THE 5 1/2 SHELF LEVEL ONLY). ,� _ 2-1 1/2 TO FACE OF W/ _ __ _ . LEVEL ONLY). 3 VERTICAL,LEGS TEK SCREWS 12" O.C.MAX PALLET RACK POST L.F.L. ASHED LINE REPRESENS 2 13/4 SQUNISTRUTBOLT LJ OL O L -11 F &iOTMO\EA Y,�`�``� ---- �;N 1/2 S PALLET RACK HORIZ. CHECKED PALLET RACK HORIZ. HORIZ.BETWEEN VERT• LEGS T•D.2 ,PANELS SET INTO UNISTRUT y r_ SUPPORT 10 5/8"A•FF• & 5'4 5'-15/8"A,F•F• @ BOTH ENDS OF 8'-1"P AND ATTACH T.D.TO UNISTRUT SUPPORT. TRS 5/8"A.F F 1 BOTH ENDS OF RACK. ` " ' �HA1��lEL,(TYP:FOR ENTIRE LENGTH). ,�--�'" �. - 5/ RE:A23-8 - / 8'-1" PALLET RACK. SUBMITTAL DATES - , .------ '•..., REAR. FRONT REAR FRONT _�___ 03/07/08 so mili• . a --..........-V ' - t=Ilk 10V-0" 100'-0" d . 1, FIN.FL. FIN,FL. I BAYS 1,2,5 &6 BAYS 3,4, 7& 8 OTBDATE il• t ' r I I r r 1witis tir r _ I i�u►'r■rr■rrrr�rrrrrr�?P., rammul�riui i r i ► t f i !rlir■►�r err i IIIIIINIII r. U__.__ c►-- 1 6 �, r... a w °r z,-.. wc:,. )r- .i ,..a. s r w.. R. A w -' i_ s" lr ac. r _ n r a it �ll�li' r w 1 yd s t .' - r Y... r '.a. a r .e�� ■ M .[ 'w r ./ r -.r x -P r . rrr ii r ji � 1 I 1 .1 ' UNISTRUT/T.D. PANEL PAL ET RACKS TISTRUT/T. . PA ELS P . LET RACKS CRITERIA SET W-1 BAY 1 BAY2 BAY3 BAY4 BAY5 BAY6 BAY7 BAY 8 ' . BAY 12 3 ,CI •Afigh• Mr •Alik .� • . • • • . • + � • � St—(ITT ,' � 7 ' ' ' 4 / V ,, aA 1 I • : • : FACE PALLET RACK —) �'-"" E--------FACE PALLET RACK POST. �a�¢ a v W POST. PALLET RACK ORNER POSTS. z x e w PALLET RA K PALLET RACK SHELF _ 107'-4 3/4" �`��aow 0 BREAD/POP/WATER/PAPER PALLET RACKS PLAN L ,,,,----FACE C SUPPORTS. �� ` TOP END& 0 H a a „ , ► BACK PANELS �o z • w 1/4" 1-0 - aHv8 6'-2"OVERALL GONDOLA WIDTH/INSIDE FACE OF END PANELS °` • "�w °"� / / +� = 6" PALLET RACK BEAM• �a °aaaH 1" 3'-0" (GONDOLA) 3'-O"(GONDOLA) 1" 106-7 3/4 r orAwaa= 0 a / -)/ VERIFY TO et 3/8" MATCH ADJ. tt 3/8 tt " tt T MOLD(El)ON EDGES OF 3/4" �� r....,`4)000 3 1-9 5/8 1 3/4• •2-61/2 . . 1/8 1 „,„ Cd PANEL @BAY 11 / 0 F.F.MDF.PAINT MDF 5 g''"Nc.)Z.lorZe.,) F.F.MDF TND PANEL 1=04 [1.?•,'"01-;p c�a cal ___ N, I 3/4"x$'-1"W x 1'-41/2"H--- ,t k v r4sJFY)PA►INT.(PS) R maw Q „ „ , 9.C.)17.1" PANEL W/T MOLD •4 3/4 . . 0 17,;:or4a4p2 1/ e t t ,t ' , , ,7'c0 _ r-, 3/4 x 8-1 W x 1 -4 1/2 H F.F.MDF II TOP&SIDES°ATTACH TO �� 3/4 x 1-6 H x 6-3 1/2 PAINED F.F• 7, A— M SIDE PANELS W/(E 1),T MOLD F,F.MDF PANEL BEIBND I11■■� �w o q¢ w EDGES TOP&SID S;PAINT(P5). @REAR GONDOLA. in � MDF BACK PANEL W/'WHITE G� 111111111 -10: �-- T MOLD TOP&SIDES.ATTACH TO U.I 4 i A ATTACH TO(T Del)BACK PANEL tt LINE OF PALLET BEHIND aG�REAR GONDOLA. `� 3/4 F.1: MDF SIDE PANELS. Z RACK HORIZ. `� FACE OF GONDOLA , �, �•,I ' SUPPORT&CROSS I`' ff ' '� 2-1 E FACE OF GONDOLA SHELVES.II a..� ..r r -< 3/4 x 6-3 1/2 W x 1-6 H F+F,MDF SHELVES, BRACING(TYP. `N R.O.�- WATER GONDOLA GONDOLA GONDOLA SHELF SHOWN FOR REF. Cl) c� BOTH SIDES). ® BACK PANEL WI T M LD(El)@ ONLY.PLACEMhT PER OWNER. k,., DISPENSER 2"x3"VERY.LOZIER M ) A EXPOSED EDGES.ATTACH TO SIDE CC 1 j ) rn z L T ff F CF7�NISHED BY SPLTNE. BACK Q! SPLINE. app r PANELS;PAINT(P5} , kA a � � OWNER/SET BY . � LU. LU il CP 2 -1- CONTRACTOR. 1/2"x 10"W x 7-0" BACK OF GONODOLA t� UPRITE/FACE OF W:8FVOX -p PAINTED F•F•MDF 8 9 a ♦ PANEL.BUTT TO PALLET . UNISTRUT. NOTE:ATTACH GONDOLAS TO LU i- ii N §• RE:A18-8 5 ►a 1 o M ! RACK POST&ATTACH UNISTRUT TOP&BOTTOM THRU co c? < <r a 1 , UPRITES TYP). • E-a w Xi Q — ' +� ____ - ___ TO HORIZ. SUPPORT& ( (n + j M HORIZ.BEAM SET ON - • w �, 9 FLOOR PLATE. . • z W H �•--+ �" . ' ' `--2"x3"GONDOLA ' ,.� - - a) rn I. I ! E — UPRITE(TYP.). S'-2"GONDOLAS OVERALL WIDTH • END/SIDE PANELS @ in W c n sa, �' '� GONDOLA,RE:A►24. ? .. a I ' o 3/4"x 8'- "W x 1'-41/2"H T.D.2 BACK L� tt ,e 0 PANEL /MATCHING T MOLD @ TOP& " . • FACE PALLET RACK POST. *D I I 3x3 CORNER POST. �' w SIDES.ATTACH TO F.F.MDF BACK 1 3/4 PT, A CJ � w PANEL B HIND REAR GONDOLA. i 2'-5/8 " •'2'-9 5/8 " 1 3/4" SQ.UNISTRUT.BOLT TO N CLOSE OFF THIS END ONLY SLOPING 1/4"PRIMED TEMPERED @ Q• � a " MASONITE CLOSURE FROM TOP FACE PALLET e,, �-- // / PALLET RACK HORIZ. SUPPORT I W/SLOPING, SOLID, 1/4 ,PRIMED, 00 �,, , 'TEMPERED,MASONITE END PANEL. OF LOZIER FRAME TO BOTTOM III RACK POST. ..•0 � EACH END.BOLT COZIER TO ATTACH TO GONDOLA. OF PALLET RACK. I --FACE OF PALLET ------ UNISTRUT EACH VERT. CE � _ I SPLINE,gyp. @ TOP&BOTTOM RE:A18-7 1/2 " 4'-O"(GONDOLA) -� 4'-0" (GONDOLA) 1/2 " �" RACK POST, ry SPLINES). CO k ,- 3" 8'-1"PALLET RACK CLEAR OPENING 3" '-' woo I I /311/ Q . • •. _ ,I I FRONT REAR_ I • ` • i n--- n a -_n n n -_---n jj i..___ , � ...r.�.■ -----n n —Tr— n I -ir---- I BAY 12 �` TI'- i_ 1 t I BAY 12 ENLARGED PLAN GONDOLA SECTION BAY 12 , BRUCEW. ' ERS:t4 -v.— I_ ) : it , OHO * b. I 4 1" 1'-OtT 1" 1'-0" .. - - \ n n - 4'`0" I (4 1 1 'liji;2:7 7'%.c S F) Set 8t_l" 3" 8t_l" 3" 1 !/ ate' /� tP T / ACISTR HORIZ. t9 3 3� � AD0 OX 106'-101/2" / / RTS. j1 / 7-7 ��!�� // 20 TOP BEAM \ WALL OF VALUES PALLET RACKS PLAN r \ �i 6 p /GONDOLA,--- \ STEPPED HORIZ.BEAM. _ • " ' " '��' 2x4 TOP& 1/4 1-0 RE:A25. ,;,. r. I% BOTTOM 1 GONDOLA SHELF SHOWN 106'-0" ---- -PALLET RACK POST. 0 a) �-- TRACKS FOR REFERENCE ONLY. \ PLACEMENT PER OWNER.19 et I P' 1/4 PRIMED TEMPERED MASONITE SLOPING ��, 14 I 1/2" CLOSURE FOR(2)97" •)_ PALLET RACKS.APPROX.2X4 BLKG. _-. I 1 1/2 SQ.PALLET RACK tt AS REQ'D. • HORIZ. SUPPORT. ,, _ ,� _ 8'.-6 1/2 f .NOTCH „ I SPLINE, , _ __ ; AS REQ Di E ��D TEDGE TO 1/4"ANTIQUE WHI i E PRE-FINISHED r:/ RE:A24-12e i HORIZ.BEAM AND PEGBOARD ON BACK FACE OF \ PALLET - ! FACE OF GONDOLA AND 2'-7" i3�' . 1°_2't ATTACH TO GONDOLA. RACKING, PALLET RACK POST. _ _ 1'-8 1/2 " CABINET. HOLD OUT 1/2"W/ 1/2" 5" RE:A25. / tt " \ (31"BASE DECK) 1-1 1/2 N / 1 1/2" SQ.UNISTRUT SPAN .PAIN STRIP SPACERS . VERY. Z [...I ∎• ! BETWEEN P.RACK HORIZ. (P7) PANEL 0 SUPPORTS.ATTACH 1/4"/4" CONT.MIRRORED E--,� 22'-41/2 " �'1 {JSURE• LJNISTRUT TO HQRIZ. -...°P.°e �` F _ .�-_ __ _ __ .y..._ . e _._�__.� __m __._ _ .-__ v / {l„x 1"x 13/1b"}, 18GA. S. S., SUPPORTS W/BOLTS :::::::::: °°°•.•e PLEXIGLASS ON ONE SIDE �f r�`'! ! El""4 E"'"Ili cp 3 SIDED,TOP GUARDS. SEE • W/WASHERS,(TYP, TOP& •e.•e•e•.•a "WOO FOR FULL WIDTH Sc HEIGHT. 16'-2 1/2" 2'-2" 4'-0" ENLARGED DETAIL THIS BOTTOM). a o•e e.e..•.,e .e e a e INSTALL ON EXPOSED SIDE ~ / / / / G �c I DETAIL. : : i 1/4"x 1'-1 1/2"W x 6'-9"H °°°•° �' :, t l osoo,oe•ooeoo.00e � iii SLOPING TEMPERED 3i4"(1)SIDED THERMOSET '1 p :; $ \ \ MASONITE END PANEL. DECORATIVE OVERLAY i� j 'I=MOLD ALL EXPOSED EDGES. I ATTACH TO 1 i8I& (T.I)e 2)ON INSIDE FACE,W/ ,I,o K HRIZ. SU 1, AND GONDOLAS AS :::::a e. e e e e e e e e. T MOLD(E1}ON EXPOSED I ! l (1"x 1"x 3'-0"H) 18 ga S.S. 6" 6" .� OCCURS. e.e..e e..e.,.. EDGES. PAINT OUTSIDE : :I f '°"�5 0 CORNER GUARD ON : / / / / 12" rn :::::::::::•° O O e r FACE,TOP&BOTTOM ; .! O ` ._.-----# 10 TEK SCREWS @ 12 O.C. (P5) ,1• OPPOSITE SIDE SHOWN ° VERTICALLY ATTACHED k--BACK OF ADJACENT '!' °°°°°°°°°°°°°°°°°" (2)ADJUSTABLE 3/4" • GONDOLAS. ; cm. dpi TO GONDOLA. (T.D 2)SHELVES WITH i C r7 0 c./) aimi 0099090000 e o e e,e e • , - -� �3 1/4" T MOLD(E1)ON EXPOSED ` 'I -^ .eeosoeo • IBC o o e s o e o sea°°o e e°e e i TMOLDTYP. @ ALL _� •°°°ee°°°•°°°••°° EDGE ' , 1" 1 1/2" SQ.PALLET RACK °°e. ... EXPOSED EDGES. `` / / c e -e,ee...Pe.eeee i1 tt ,t {{(2`.) (..., HORIZ. SUPPORT. 18 GA. (1 x 13/16 x 1 ) • — o 0 0 o e e o.o 0 0 0 0 o e o e e. f `�' STAINLESS STEEL EDGE I I,r) 0'4'' ;-.0?.. 1--- Ea""4 T MOLD PAINT PANEL(P5) e_o r [ (�_ �' • Z a �/-'PALLET STOP ....e.e..P°+ @(j _ O O O a°e O O O O O O O O O O a O O GUARD s bT ; ii ALL EXPOSED (BOTH SIDES) ` (.._ o o e o s o o,e o o o o,o o o e e i i' EDGES. ...e•..ea..e.e..ee '� : �\ - _ - - ° •' ATTACH TO GONDOLA " �,, �''• 18 GA. (.050")STAINLESS '' t � FRONT' REAR ! ♦ � AT BASE AND SPI]�TE A.= . . 3/4"F.F.MDF `°,, 18 GA. (1" 13/16 ° , t∎ j \ 6" ° x 1 x 3'-6") - STEEL END GAURD. END PANELS. 6 STAINLESS STEEL °° —� 3/4" (TYP OF 2) INSTALL T MOLD EDGE GUARD. ° - . 3/4 F.F.MDF END PANELS. �-°� ON ALL INSTALL T-MOLD ON ALL GONDOLA SECTION WALL OF VALUES SHADOW BOX • EXPOSED EDGES. RUBBER WALL EXPOSED EDGES. -� ° GUARDS AS CO it, 1'-0" 3/4" 1,_0,, # 10 TEK -------,, C SPEC'D° { ( -t - ) o 41°, SCREWS @ - 'ir ---18 GA. (1"x 13/16"x 1"x 12"O.C. h---18 GAa L/" 4°-0")STAINLESS STEEL 11111111 ell VERTICALLY ° (1"x 1"x 4'-6"H) EDGE GUARD. ATTACHED S.S.CORNER 6-2" TO GONDOLA. GUARD. ° ° ° ° ° c?' -TOE KICK CUT OUT. ` 1'_8" 2'40" 1'-8" / 1'-2" : : i TOE KICK-i # 10 TEK SCREWS N / '' CUT OUT, 8"O.C. ^ i ° ° ATTACHED TO ° o ° ° . ° o ° , . ° . ° ° ° ° ° . . ° ° ° ° ° ° ° ° ° ° ° ° " : :•°: YY1 YCSYSfiRiA[[iYiYc aCs' PC R! r GONDOLA, 3/4 (1)SIDED DECORATIVE I I....•+e+e e e t° JTHEOSETOVERLAY(TD2) e°°°°°•P e°°°e a e a e a e i e••a e e e e e P°e a 6000000°°a e°°°°e°°a a t::::::::::: 3/4"(1)SIDED DECO Ai I 1 Ill' 'j TOP,BOTTOM&SIDES W/T.D. e•e a e o e e e••e e•e e e e o e•e,oee•.e e a a•...•• °...°..•o s e o e.a e o o•e s a e•e m s o e s e e e .•e s a e o a e•e•a s a e•e e THERMOSET OVERLAY (T•D.2)a TOP e 3 1/2 " 3,f1/2" BOTTOM,BACK&SIDES W/T.D.ON/ / / ON INSIDE FACE W/MATCHING •eaP.....a..... . .•e•.eoaeaa•••a °°° 2-13/4 t 16'-2 2-3" 3'-l1" TMQLD(E1)ONEXPOSED .e o•e o s s.o o s o.. e e e o e e a o o e,o e o 0 o e o o e a•e s o e e•• ••e e o INSIDE FACE W/MATCHING T MOLD ' , / / / / / / EDGES,PAINT OUTSIDE OF .+e o e•o e a a e e m o a s o o. 1 N EXPOSED EDGES. ; Y y TOP,BOTTOM& COLOR OUTSIDE OF TOP,BOTTOM&SIDES# 10 TEK SCREWS 8" ...... .....a,.. .e ,, , @ .•e..e.e•......a. ..e.. 0.0.0.•,, COLOR NO. (P5) I FEAR ELEV LEFT ELEV. 0.C.ATTACHED TO NO (PS) ..a. .a...•.e e.••. P.. •. •••aa••.••••,eoa 3/4"(2 SIDED DECORATIVE--� (2) �-- ....•a.•..e.........eP...e.ee.... . e•••e.••••••••••• GONDOLA. - ..a.P.....a..a...aa THERMOSET OVERLAY(T.D.2) VERTICAL DIVIDERS W/T-MOLD ............P...... ..•.....0•00000-0.• Ili , (El)@ EXPOSED EDGES ••a o e.o e a e e o o,00e.e °° e e e a o 0 0 e.e 0 e a a ♦e o o ADJUSTABLE SHELVES WITH i Ar 3/4" 16-2" ..,, / ter., .,,•,• 6'-1 3/4" , c-----..... To 18 GA. (1"x 13/16" x 1"x 4?-0") 0•••0•0•0000 ,......,e.P...... ..... .. •°P a u O PO s o 0:+:e°o°e•+s o e a o o o o 0 o e a o O P Pa°°P_••a 0 a e o°a a o o e °0 P O 0 o e o e e P a e s.•a o o MATCHING G T-MOLD LD ON ; i HOLD TIGHT TO GONDOLA(VERIFY SHELF WIDTH) 2'- 3/4" 4'- " STAINLESS STEEL EDGE '9 EXPOSED EDGE. ,—,5 / ° GUARD. 18 GA (1"x13/16"xl"x (1 ex 1 ®x 13/16"), 18GA. S. S.,3 SIDED, V 2}- 3/4"Wx7'-6"H PANEL. 4' 0})STAN.ESS STEEL EDGE , z g r-•. END GUARDS @ SIDE, SEE " 18 GA.(1" 1"x6- ")Se S. GUARD (2 FRONT EDGES E-+ 4,-0„W x 8,- ”H DOG EARED ••...• .00.00 M x- O a ENLARGED DETAIL THIS DETAIL. L-----1 t-3"Wx7?-6"H PANEL. a CORNER GUARD ON LEFT +•0•••0.....a a e o•e e u1I_ __ 7 w _ _ PANEL. �- REAR CORNER CABINET ONLY, ....e.P.......a..ee ee..eP.,eeeeeOee o••.a o•s e e s 0 0+ .•.•o•.a•.e se•.• •P Millil 't• MfJ A _, � P.a P..a P..,P a P P P P.P a P.P.a P e a P P P P a..P..P P e P..P P a P P.. ,P P a..P,..a.P a s e.o " Q P S SHEET TIT L E . _' � U a rn C—n M 18 GA. (1"x 13/16"x 1"x e.O•••.•..e.......O PEG BOARD ON BACK FACE OF , N A Q 0:1 r� -y 4'-0")STAINLESS STEEL , - 18 GA.(1 Px 1 tx l'-1")S. S. 0e 0•006•e e o o•s.o o s o e o a•,e••0 0 0 0 00•00 0 009 e•e e o e e o e e o e••.a e••oeeoo+eooa••ao•. eeo+oeee•e •ees••ee CABINET.HOLD OUT 1/2"W/1/2" !" ' -I EDGE GUARD. CORNER GUARD.TYP°BOTH e•°a•°e+o°°°o°a o••• o e e•o e e►o..0 0 0•.O••0 o e e.,., .a e e• •O•000•0••e 0•00 0•060 z 8 °•°•°°°,°°ee•°°e•e• a°e• .P°e°°e•ea•°e°°e°.°e 00000 PLYWOODSTRIPSPACERSATVERT. ; M71,_ .•e•.•a..•a..e••..0 e e..•e.e••..a a e a.•.•P..o o.• ..a.. O....+•..•e.••e e ea•°P°°°°°e°....°°°o°°°.°°°° °°e. .•ooe•o•o e o•.°..•o o e.................. .. :::::::: :::: :'�— SIDES OF CABINET. EDGES NARROW x D T TII � ,CKS f ` AND CENTER OFWIDE C R BAY.PAINT SPACERS COLOR(P7) ; 16-3 1/2" 6_1 RUBBER WALL GUARDS AS SPEC'D. ENLARGED D / / / � PLANS AN D f 22 t 41/2 t \ d• Q RUBBER BASE AT TOE KICK, , 1�.,, / / \ \ OVER F.F.MDF DETAIL S 18 GA. (1"x 1"x 4'-6"H)S.S.CORNER GUARD. 18 GA.(1"x 1"x 4'-6"H) S.S.CORNER GUARD. 3, ,1 / 3„ 3 e RUBBER WALL GUARDS, AS SPEC'D PLAN, / 1'-2" / LEFT ELEV. FRONT ELEV. SECTION, SHEET CHECKSTAND SEPARATION PANEL SHADOW BOX 1 , 3/4" 9 1.'_0t 3/4" l t_Ot REVISIONS 1/4 'I 1 5/8 " f A CCD PSA-1 05/16/08 - I HATCHED AREA --------_ y g __ - , A CCD PSA-3 07/03/08 BLOCKOUT 1/2" 28 \__\____, (VERIFY)FOR CAM (So --_, s . -- INSTALL PIANO MOVEMENT 10P" -- -- 71----- ,:)4 HINGE ON SIDE ui g ,__rz., ------ - OF BOARD Z 4.1 0 DOUBLE CROSS t I ----r ' a .-------- I-4 1.e.i 0 ....I \ ------- HATCHED AREAS . \ 10 R w F. BLOCKOUT 1/4"H x _ ----\\--4 --,- ' 4,4 •''' (..) en rel -st 0 5/8"W(VERIFY)FOR 1/4"T x 5/8"W x 2"H \ i LOCKING BULLETIN - - -- , 4 cxs"a) P ...) I BOARD ELEVATION x ILI 2 w4 STEEL PLATE CAM .1- 1 _ ___ , ,--- 3/8" E-0" 0-4t '."' a 4.., STOP.ATTACH STEEL rn -- 0 o cf) GI.; 0 cri (., 0 CAM STOP PLATE E.N k-e 1 . W/WOOD SCREWS TOP '. \ ' c-,:,4 el Ali rn PO 0 44 1--1 f3:1 ------- PLASTIC LAMINATE OVER 3/4" F.F. & BOTTOM& —Li,/ 1 ._ „ ,, ,,, „ ___ __ _____. ___, _ MDF COUNTERTOPS. RE: CABINET COUNTER SINK FLUSH .0 N-- \ Ns, 3/4"x 2"HORLZ.RAIL W/Pl. _ --- , r ELEVATIONS W/FACE OF WOOD FACE&EDGES ' 7---k- z F.F.MDF SHELF Cie SIGN Q {--- fitTLF/El-FFFRItTES . ...... pl m 0 7---- BOARD @ COFFIN CASES 41E_, .--1 3/4"F.E.MDF DRAWER(DOOR) ------____ 1111 . 71' °It 1/2"BIRCH PLYWOOD DRAWER LOCK SECTION p - (,),...., ER MDF END ARCH.PROJECT NO. ---- „..., III SIDES,BACK&FRONT ATTACH 8 cr.4.) PANEL ------"4 Ts-O" (TYP) W/PLASTIC LAMINATE BOTH c4 ------ III ----- vpii ,-.1 En 0622 DRAWER DEPTH VARIES FRONT TO 3/4"F.E MDF /- ir ya FACES,EDGES&EXPOSED 3/4 " 3/4 " BACK FACES c4 ', RE: CABINET SECTIONS I DRAWER FACE W/P.L. \ —_—- -111:11111 [1. f /, / DRAWN -- Ill g _ _ ikil —, „, 1/2 " _F.'Y) ,,c,, :,....---_ gmb I kli . g czi ,,., u. 6 ,...„ ' 1/2"(V.0.3)DRAWER BOTTOM 4ium -quo .• r el ---._ --;-,- •. ,-------METAL BRACKET LH., CHECKED ' ,., = ' C/) DADO SIDES AND GLUE&NAIL miii....„ llosk ;.----„.„, TOP OF -- .. ---4 ..-, \ -- 1 ---- [ a 7-4 c--.4 "7. T E 9 9 RE:A24-3 &4 TRS COFFIN CASE '-'\,... (:) .--, 0 -1- cc -.,, BOTTOM OF SIDE -------- r 0.4 ---- ,—, SUBMITTAL DATES T. i.., 1p ar) iYL7RIND9062E6R) 1111111111 r/ mamimmumma — 03/07/08 = SIQ`i BOARD ELEVATION IIII 111111111111111 00 BOTTOM OF — ..,?,,,IT COFFENT CASES gt:iis,....4 MDF(TYP)ON FACE&EDGES --a - -_ ,__ (13sEES7Tc3C CENTER OF LOCK @ 3?-8" ,... x , ... , ,....'n Q MDF SIGN BD. \ ( ----N.-- -------.:::- . ADJACENT DRAWER FACE OR , ma .---_, ABOVE FIN.FLOOR -\--.7„- Or •DOOR AS OCCURS,RE: CABINET eq 00 -.... TYPICAL CROSS SECJION '''''' ------- — 3/4"HORIZ.F.F.MDF OR T.D. Or..-•<'lit "----..,__ _ ---"2 OTB DATE Ira WOOD "BARGREEN-ELLINGSON" ET,EVATIONS , --11-. ;,„ ,---, CABINET MEMBERS AS OCCURS 1/4"T x 5/8"W x 2"H STEEL -- wo 40044 "II PLASTIC LAMINATE BOTH V ---- _Fla . __„---- . CAJ3INET BOTTOM(TYP) i‘ I @ DRAWER(DOOR) iiii....._111 CAM STOP PLATE.SET FLUSH W/WOOD num P'' illimkNIN -1- SCREWS PRB-CH PLASTIC BAG/PAPER TOWEL HOLDER(TYP OF 4 ON im 7i\ FLUSH EACH SIDE OF SIGN BD.@ CRITERIA SET W-I FACES&EDGES OF DOORS AND N 11.-11111111 vIcx) COFFIN CASE)RE:A13 DRAWERS OVER F.F.MDF \---- ....._:_---- - - , --/- i II I 3/4"x 2"F.F.MDF HORLZ.RAIL litaiLill --Ix RED OAK MA/.NO 0 11' \ / / W/P.L.FACES&EDGES 460 \ \__ STAIN. LACQUER ONLY. v lil ,-,P4 .> ---N. All i " tf \ LINE OF DRAWER FACE '-'---:------- = -e---sy, . \ .c4°.:. soli SET CORK FLUSH W/OAK 1/4" ., , .411 1/L 8g2;WI:i C•1 " --... --I: :: 4 TRIM It -MIL AR \ (DOOR)OVER HANG AT i -------T: . ..-4 el 1§, NISI g4°E.Ilii `.1.---Z _ ..""*.. ••11110 ! STYLE AND RAIL 1 \ ...____k 1/2"A/C INT.PLYWOOD ---._____, - • 4--------fli:MDF SIGN BOARD. o'" Rizogse4t.4 , v T kh 111 1111111I1\ Pit cF1-.2:gcl! 1/2"BIRCH PLYWOOD SIDES,BACK 4 BACKER BD. 1„.. mi • AS OCCURS) 1-48 poilw4 LINE OF ADJACENT ------ 1" 14 ------A, / en 11101 &kRONT. RAI3BET BOTTOM TO .. ...7111111h 1/4" plik iir 11119 • :-.)ww.4 ,a0E-Q, DOOR/DRAWERS II 1/2 " tn I N . 1/2 " II f, RECEIVE 1/2"V.O.DRAWER BOTTOM ---1/4" CORK BD.W/ADHESIVE 11-1d0t04(4)P4Q AS OCCURS 12" ill DRAWER DOOR WIDTH VARIES P4 • s_ iilk 2 ill r TO„PLYWOOD Pea k■Ir . . . . , 11r ill „II r wow I t 541- °1 rni?-49:14 0 1" I RE: CABINET ELEVATIONS A 1/2 " 4 L / $?.108TAIR 1" (----N. 1/2 --;" 411/ 111/2" 6 Li 1/2 " 14- ir, FULL EXTENSION DRAWER WI 1/4" di 1/2 1/8 CLEAR PLEXIGLASS tt. al 1 BULLETIN BOARD COVER ...: °s - 011111111111k 95..) ..4. en itilislaill . c'--- "sr--T: N,,,,.., ,ago...1 ATTACH TO MDF SIGN SLIDES(TYP.) 3/4"x 3/8"RED OAK TRIM ..A0A.k441110-1 BREAK AND EASE CORNERS PAN HEAD WOOD SCREWS (ATTACH TO REFR. CASE g-igur4ogozei = 00 11111114 -,.. PIECE. NAIL TO 3/4"OAK \ -1- (.4 en ,, AS OCCURS W/(2)#10 X 1" g10:1:414JArPEI -.... \ TRIM. (TYP ALL AROUND) 2"x 2"x 8'-O"HIGH 22 GA en ,-4 1 3/8 " PAN HEAD SHEET METAL PgROV:1195510 t VI------- 3/4"x 2"VERTICAL F.F.MDF .o 1 . .' • - - - . . .- - - c - - . - :: -- Ii- '_-, •• . - - ..1 STAINLESS STEEL. ATTACH TO • SCREWS) \\ -.7.--'',--- :17k STYLES W/P.L.FACE&EDGES 1111141 4?-0"LONG PIANO HINGE MOUNTED ON SIDE OF 11111 :11%%,4444....... 'e WALL WITH SCREWS @ TOP& • Q _) j Z - 'e--,1 1/2" (V.0.3)DRAWER BOTTOM .- e4 BOTTOM @ 6"0.C. MOUNT ABOVE .../ I-- \ BULLETIN BOARD. lik e.-4 --.... • WALL BASE WHERE OCCURS LIU ,...\ \ • .tN„,___ _ EASE EDGES(TYP) rl - \ . = 0+/- CtO -4t \ CI ________---- 3/4"x 2"F.F.MDF HORIZ. 111111 --, el . c---.5 7/16" 0 en RAIL W/P.L.FACES&EDGES ......„. NOTE: WIDTH& .....1_44c`,.., L..........__.___. , , AMINO HEIGHT VARIES. 0.1111. 11 . . (1) 1 TYPICAL LONG SECTION THRU DRAWER!DOOR BOX \ Uill SEE SCHEDULE \. 3/4" 3/4" 3/4 " 2" era / / / \ F_ STANDARD(NON-LOCKING) LOCKING BULLETIN BOARD SECTION W 4,1 k- 11— ° 5 BULLETIN BOARD FULL SCALE U) g4 8 STANDARD DRAWER SECTIONS / DOOR & DRAWER OVERHANG 1?-0" 0 BULLETIN BOARD FULL SCALE 4 WALL CORNER GUARD 1" 1" 6 PLASTIC BAG I PAPER TOWEL HOLDER 0 CL Fi 9.--- • E-4-4-4 vri • E.14 C:14 g Ull ‹"Cf) Cl 3/4"F.F.MDF TOP PANEL --------. ILI '' w TO FIT INSIDE SIDE * PANELS&REST ON 2X Cr) ipm c), c) 0 FRAME. PAINT COLOR 'N. (P_SLRE:A29-PAINT ,1 TT >1 /(4____ __Lk._ t■1 K 1_L 1 tr-1 Ai SCHEDULE _ _12i7 M 1 o 0 0 0 I 2 X 4 FRAMEWORK TO 1 CC SUPPORT TOP PANEL. CO 2 X 4 LEDGER BOARD ANCHORED TO CMU @ 2"X 2" S.S.CORNER GUARD TO 8'-O"A.F.F. „OD Ake 'N RE:A23-4 4'.-0 3/4 "(FIELD VERIFY) _ _.----- PALLET RACK PER BRUCE W. •7 ERSEN is / PLANS ... f riimul AN. 4,- oroe . - , N , L --.,.- —di r T-MOLD ON EXPOSED 1 _ex MN IDAHO (T.D.2)APPROX. Y EDGES,RE:A29-EDGE I 8?-2 1/2"W x 1'-7"H 1..., - PALLET STOP BANDING SCHEDULE 1 1 %12-76775, to (VERIFY) I LINE OF REFER MERCHANDISER Q` U k) -- I6ga G.I.VERTICAL 46 106'40 3/8" 106'40 3/8" ok 77.4403,..., Dno ER PANEL. NO ‘r T.O.HORIZ.RAIL Jr , ii .a T.O.HORIZ.RAIL l'' '4 CMU WALL PER PLANS ..,:-.? el WORK REQUIRED t- .--1 ji * ll DRILL HOLE IN z, I4ga G.I.BOTTOM 1 . 1 --- PALLET STOP C 4(------'--- ppr-- (3)3/4"x 4'-.0"H F.F. MDF -,---.11111111...- PLATE AS CLOSE TO CENTER OF 1 t--0, , 3/4" T.D.( 2)ATTACH Al I UNIT AS POSSIBLE. LEAVE Nir SLOTTED REMOVABLE 'ifi-- c ---F TO HORIZ.RAILS& ti) PANELS SCREWED TO CLEARANCE TO CONDENSER AND PANEL @ 130TTOM OF 4._ 105'-0 1/2" --+ UNISTRUT W/TEK . _ „„ oik PALLET RACKS W/#10 TEK SCREWS @ 12" PAINT DRILL HOLE AND INSTALL 2" MERC 'I.IAIIISER. REMOVE Jr , , SCREWS i rn T.O.HORIZ.RAIL 1" COLOR_CP5)RE:A29-PAINT C.21 DOUBLE WHEEL THREADED d'..g°I...°I. Wit FOR ACCESS TO INSTALL `Iv T.Q.HORIZ.RAIL L'---._ -- -ji T . A 1-4 L -------------- SCHEDULE cl CASTER W/WASHER&NUT FRONT CASTER [:Ei 44, a. a.,.." • .,. / TO HORIZ.RAILS W/ , --„,, ,,-'" TEK SCREWS 0 CD , eNi ./ ' Z P■4 , — CONDENSER SIDE -,,,, ATTACH 3/4"T.D.TO (x) (T.D.2)APPROX. ---1----"---7 '.>< „„„.-- --,,, 3/4" T. 3 ATTACH UNISTRUT W/TEK SCREWS @ 12"0.C.ATTACH UNISTRUT -4 2 X @ EA MDF PANEL JOINT TO FLOOR W/EXPANSION Z Z LINE OF REFER MERCHANDISER 8?-2 1/2"W 41-10"H , -,,,,, TO HOW.RAILS ANCHORS @ 2'-0"O.C. 110111w-a' 2 X TOP PANEL I Ell"11 REMOVE(4)THREADED (VERIFY) ,-'`' ' ' VERT.POSTS& 4, SUPPORTS ABOVE , 161116.-- .- .--- LEGS AND INSTALL(4) .---"' UNISTRUT AS OCCURS 01 CD 1.•••i4 -------"----- THREADED 2" DOUBLE 3/4" 9,UNISTRUT , , BETWE N VERTICALS Eg".4 El'il 0 Z .4-- .4 • WHEEL CASTERS .--"---- 1 4, loce_o" r7v r --, --I -'".- 1 pi 1001-0" di r A ‘r FINISH FLOOR FINISH FLOOR 'V \ , LINE OF REFER MERCHANDISER --.--- rilpNir ELEVATM in SECTION 1?-0" PT,AN VIF,W PLAN ELEVATION C CHECKSTAND REFRIGERATED MERCHANDISER THERMOSET DECORATIVE OVERLAY TO PALLET RACKS (BAYS 20-24) CORNER PANEL a) Ca.) 110"1" l'-0" 8 9 3/4" a - 4.4 ilei 0 5 Pr\ U (1)c) 4e iosi r'` E".1 • 411 • 1111111111111i 111:111:: SHEET TITLE CASEWORK DETAILS & MISC. FIXTURING DETAILS SHEET A23 ................., • 2'4" @ (SIM.) /-- / -------__--- @ g,ALL EXPOSED REVISIONS EDGES,RE:A.29-EDGE _ .- BANDING SCHEDULE. ,4:, A CCD PSA-1 05/16/08 a -....._____________ _____-----# 10 TEK SCREWS @ 12" A CCD PSA-3 07/03/08 : 6" _--- . , .___--- O.C.VERTICALLY ___ , / / ATTACHED TO GONDOLA ,4-" ------------- . 1" 1 1/2" SQ STEEL TUBE FRAME . ral f: :/ , \\ PROVIDED BY OWNER,INSTALLED BY / \ -•-_________ 0 / ,,,- H I •--7.---I4 i en CONTRACTOR,RE:A28-PRODUCE SALES: (PF). L ----,,, A 1-T ... ..1 ___________. ____. _ I 1 1•04 .//'\\ i 1 1 T-0,, I 1 0,------------- .-......, /- / '' ,.. --„........,__...-. .." 18 GA. S.S. 3/4"BLACK HIRE RECTANGULAR TOP --_____ i IT rat ir - . ., . 'II . -.._._. - r. il —7-7 - .pg •,....-------::1:,:',H—:.:.''''''''''..i 'f-' 0 ./`./ EDGE GUARD PIECE. BUTT TIGHT TO BOTTOM ,,,,„- .,..---:-,2e:-V------- . • ,:. 2 'N 1 ... /IT-\(- ...4._ ----.. . , I c, . ... fl . .• •\ 1 1%.,. .....„--- , .._.,.''' , ,..i., -.., , , 3/4"F.F.MDF END PANELS. 3i'- BLACK HICiH DENSITY-------____ _, "•-•, 4 . . ti NN 1 „....., .,_,,,,..,tr,r-yr17;4.-ti•-—' --...,,,, INSTALL T-MOLD ON ALL POLYETHELENE,(HDPE). •-_, --_._ I '---- , . ..-.•• ''-,--- 1 A y 4 •• - - - ----_-__________EXPOSED EDGES.PAINT EASE ALL EDGES. (TYP) ?.."____. ° 1 ii Il I _ . . . .::•-••• ....., , - - . COLOR(P5),RR A29-PAINT :, •••• :: , ••... . . •.•. -•-.,, SCHEDULE. #10 BLACK TEK SCREWS I . .,.,. . , / •-,_...,,..,,,,,::' COUNTERSUNK FLUSH . _., _ ,, 2 BOSTON BUMPER WHERE INTO H.D.P.E. , --•• ,--- ,_ __ liz4.1 - - .. _a_ „ ..7c.:?_ OCCURS.COLOR TO MATCH I 1 ARCH.PROJECT NO. . I 1 = . .'' .1 I. .. ' ' END PANEL RE A24-END ti c:::, 0622 , -. ,. .. 1 PANEL SCHEDUIE. I re') . . .. - / 1 ......., - ;• _ ..--, r. 1 DRAwN ,r........ - ---- -- .t...A1 44N--,.. ___ _---71 LFL ., — 1,-.....•-•••., ••- . • .,„,...... a 'A 1 A • _---18 GA. 1"x 13/16"x 1" I •• I_ , ,,-.,,,, , • ....„-- N-,.. STAINLESS STEEL EDGE • . , : ...• CHECKED ..,i.„...... ..... . .I:-....4 . : .; ,. „ . . , , . . .-..•“••---• • .,4:1.1:1, '''••••„,, ___..--' GUARD -- • - - .. .., , -- • _,_ ____ _____________ '•• -?,:k. ;•-- ____ ...., 1 ,: •-_________ _------ .. TRS ---------------------- __.____. . - ---_______t_ - 3"L BRACKET(TYP. OF 2) e---„I -- -- -- ,7 - .,...-.--.7, _ _ .7-7:---.. .7,- __ 7:. -.__ _ . , ,.,: ,,: ,_....,4-;,,: t .-'"'.. :,..--,...;;.-,,,,,-.-.-..•ii,,,,,,,::,,,:,,,,1,,-...:.;-;:TT.:i..-.1-.-17-7777..'-....---'-',---1 • .. • ..„................1.,.................1._„„„„.„,T . • .:.,..:, 1 0 9 0 N 1 11 1I : '••-•---,I.,::: :I,,,:;:g-,-;;;- _ ..,, 0 . 1, I r , ,, • ,0 • u i......., ----r 4r---.., 9 • _ TOE KICK CUT OUT WHERE SUBMITTAL DATES ; ,, I: 1,... . I . :' ,, 1 i; , , 4----4-- -- , [ , k ,, ii i iiii , h .1111. .. .. ---.----„,,,,„_____ OCCURS. ,. • i,--:,...-•:, :i.-- .' 17'''- i•--- 0 ,:3...::. ! ■ ;.::: • "i:'-.'..-; . ' ' .., i" .■I '.. . .---- f,:::,:1,,,,,.:.:;::•• no . .' .., • I ..! I :: :: .. . ,... i • ,-,.... ::i......., ::1:-.7:: ' 03/07/08 : -___ , i.."..1".., 1/4 3 1/2 " (TYP) _ iiiifi--F•t.;; •Iii :: :::. . .. ,..,_. ,....., -- # 10 TEK SCREWS @,8"0.C. 1 • • '' . . . _ . .,., .if,,g :: .. .. , . . : ,-•••-: ----ii • .• . .. ,. ,,,,,,„ : i--, , . . HORIZONTALLY , . . . ,. .. • i •••-_-_-_ti • . . _____ .• ' ii ._ (*•) ]#' : ,. • • ...„... , • '9' " ,--'; _i: . .,. . • • . 6-7" / (RE:A24-END PANEL SCHEDULE) ATTACHED TO GONDOLA Jr-------- ,-..-..;:..•..... ,_ :---,---i- i K -- . ,, _ i„.„.„...,,., .. .... 5 : .. .• ' • .. - .: ••q 7i :::, ,-..„.....,. .III ' , OTB DATE it ,I . . ..,: .• .. • 1. - -.: ,. , f •: .- I I 1 CV.1°..._____1.„.......,....„ _ _•:,: .,.„,„ • , --- - i , •• ,, :...• . ... ,., , 1 :. • ... . 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LINE OF 2X4 \ O.C.VERTICALLY \ EDGES,RE:A29-EDGE ---------- ---11°I\ LINE OF 2X4 BLKG. t.r) 0.......4 END PANEL/CORNER PANEL/MAGAZINE DIVIDER SCHEDULE 0 . TOP TRACK, TYP.,RE:A18-6. \ 0 . \ \ ATTACHED TO PALLET RACK/2X BLKG. 3'-6 3/8 " . I\ \ BANDING SCHED ..\.....A .. BEHIND PANEL,RE: \ 1" , -. I \\ \ - 3/4"F.F.MDF END PANEL. I. A18-6. 1" PANEL WIDTH HEIGHT MATERIAL/FINISH °• ai I \ \ 4------------ INSTALL T-MOLD ON ALL LAI3EL (•*) NOTES/DETAIL REFERENCE \ /' n 1-1 " \ / 1<1._ \ L I OF---A EXPOSED EDGES.PAINT I I / 1 4'-O" 6'-6" PAINT PS RE:A24-1 / - \ \ \ / COLOR(P5),RE:A29-PAINT I I ....„..„......„....:...::..., 2 4'-0" 8'-1" PAINT P5 2"BOSTON BUMPER @ 2'-7"AFF.,NO TOE CUT,RE:A24-1 (SIM) # 10 TEK SCREWS @ 12" \ \ i3 4 BLKG. SCHED. I• 01 \ \ \ 1 •••-•1\ 5 T-1" T-6" PAINT PS DOG EAR,TOE CUT&S.S.GUARD ON FRONT SIDE ONLY RE:A24-1 (SIM) \ „.„________ _-----2'-* \\ \ \ , ., "--. \ / .--:\ .....-. / . / . 0 O.C.VERTICALLY ATTACHED TO BULK li II, A , L,RE: 0 \ \ I ,--- ,---. .•••••• ....,, .....___ // , in •i PP , AA . P■ I" t •A24-1 (SIM) j_ , __ ,r- 411111■Art 4111116.40.411111■-4sib,Al■rm.4111111■42o. Arm..Alb.40..iiiii.7421b.Air Ant./NW Aft,Ali.41...iitvasr.-.4116..4.2.-.111161116.rookraiiik..s.Nt..41611p:Ark.•41i-.10.-Airtaii.•Am \ \ / \ ■ 18 GA. S.S. FOOD FRAME 4 4 --)---- 18 GA. S.S. A,.81.6. \ \ li 41111D . 7 9'4" 8'-l" PAINT P5 2"BOSTON BUMPER @ 2'-7"AFF,RE:A24-1 (SIM) ,...,,,,r,Nov Nip. „Am...."spy Nettr.rov.1.0r I,iv•••••Imir-my-lerr 71.-Nor•Gov Nor MO%,,W;IIPPY.W NEP'NOW■1111r INN/MP'1111111,•111■11111/■1111,IIIII Milr\IV'MOP' A A..--..---. ,i,.NI. -41 . ' 4-- .1 ' r N._ ,_<, LINE OF 2X4 ° .1 1 \ \ ( . /1 EDGE GUARD . • \ EDGE GUARD - 4,----------# 10 MK SCREWS @ 12" \ \ 1.-/ 1-, , BLOCKING \ \ O.C.\ 0C VERTICAI,LY \ \ 4111) ,s- 12 6-7" * 5'-0"* BLACK H.D.P.E. *RE:A24-2 zio BEHIND PANEL, 7\ -. 3/4"F.F.MDF END PANEL. ■ia i \ \ ATTACHED TO GONDOLA/ \ , 13 3,__A at, -1'8 6'-3" P.L.#5 RE:A24-10 • . RE:A18-6. 0 ei F.--- INSTALL T-MOLD ON ALL P.L. #5 OVER 3/4"F.F.MDF F-- F--- 14 RE:A24-9 RE:A24-9 PAINT PS RE:A24-9 \ \ EXPOSED EDGES.PAINT . \ \ 2X4 BLOCKING. \ \ \ \ •:.- END PANELS. INSTALL \ 18 GA. 1"x 13/16 x 1" COLOR(P5),RE:A29-PAINT m .. • • \ \ 11111111 1111 15 T-1 3." 4 4'-6" PAINT PS DOG EAR,TOE CUT&S.S.GUARD ON FRONT SIDE ONLY RE:A18-9&A24-1 (SIM) ...... _____------4- \ . BLACK T-MOLD ON ALL STAINLESS STEEL EDGE . wo \ \ SCHED. EXPOSED EDGES,RE: \ ‘ GUARD 16 RE:A23-9 RE:A23-9 PAINT P5 RE:A23-9 \ \ F.F.MDF END A29-EDGE BANDING '---- N \ \ \ 17 3'41"x4'4" 7,-2 ati .."4 PAINT P5 RE:A23-9(SIM) . o *I , ... 19 RE:A24-13 RE:A24-13 PAINT P5 RE:A24-13 9 LINE OF 2X4------,..s.....,NI\ \ \ 18 GA. 1"x 13/16"x 1" SCHED.&PLASTIC LAM. PANEL \ \ # 10 TEK SCREWS @ 12" \ 20 RE:A24-13 RE:A24-13 PAINT P5 RE:A24-13 ;it BOTTOM \ \ STAINLESS STEEL EDGE SCHED. 1 5/16 " \ \ .1. ------ 0.C.VERTICALLY t. . TRACK. GUARD / BALTIC BIRCH \ \ ATTACHED TO 2X4 BLKG. . - . \ \ \ . \ \ LINE OF 2X4 BOTTOM ,--, TOE KICK CUT OUT fz---------CONT. SPLINE \\ \..\ CI) \ \ # 10 MK SCREWS @ 8" 0.C.HORIZONTALLY I , s \ \ . TRACK BEHIND PANEL. \ \I„, 0 # 10 TEK SCREWS @ 8"0.C. # 10 MK SCREWS @ 8"0.C. I. \ I ,, .....„,,,,„:„..„,,,..- -74 ATTACHED TO BULK , HORIZONTALLY , , I.______. ------ _ ."'..1•4,144 , ....., , HORIZONTALLY . N......__ • . . . . . \ - 40 ATTACHED TO 2X4 ATTACHED TO 2X4 .... \ TRACK/PALLET RACK. , , 1 — t___77,.._.— a ______/--------..\.__ BOTTOM TRACK. i \ \ o 4 C 0 \ o_ \ /...4:- 3 1/2 " (TYP) LINE OF 2X4------- JOIN'T OF MDF PIECES. PANEL#19 PANEL#20 _.-.--------SHORTER PIECE BOTTOM IIIIII Ilia ,, TRACK,TYP. ATTACHED TO 2X END PANEL #14 BLOCKING&BOTTOM TRACK,RE:A24-12. END PANEL #13 (TYP. OF 8) END CAP SPLINE END PANELS #19 & #20 9 , 10 3/4" 1'-O" 3/4" P 0" 0 FULL SCALE 3/4" 1' O" SHEET TITLE . , SIGN BOARDS, END PANELS & PEGBOARD PLAN & DETAILS SHEET A24 iiiii.. ......... 1 , i ` I = _ • ;w i F=FRONT PS PALLET STOP PALLET RACKING SCHEDULE 0 �.::-{°�,,; .-I L=LEFT DA'T'UM FIN.FL.= 100'-00" REVISIONS •`a "If r ..: FRONT R=RIGHT �`' ::=':'::r•_:- RACK RACK RACK INTERMEDIATE RAIL NETTING AT A CCD PSA-1 05/16/08 �"::. BAY SIDE SIZE BOTTOM OF RAIL HEIGHTS(T.O. RAIL) TOP OF RAIL TOP OF RACKS ' I; MISCELLANEOUS NOTES,COMMENTS a FRONT CLEAR WIDTH X AT FLOOR FIRST INTERM FIRST INTERN HEIGHT(T.O.RAIL) NOTES A CCD PSA-3 07/03/08 • �� .:,� 85 � 83 82 (I) OR REAR OUTSIDE DEPTH (CLOSEST TO FLOOR) (CLOSEST TO FLOOR) :.. NETTING WRAPS AROUND END OF BAY 1 FOR FULL 5'-0"WIDTH FROM -1 1 - 814"X 5'-0" YES - 6'-10 3/$" 12'-0" NO NETTING TO 118'-0'" ii.."* .i. RR YES YES-FROM INTER. RAIL® 106'-10"TO 118'-0" 79 80 2 F 8'-1"X 5'-0" YES - 6'-10 3/8" 12'-0" NO - P.S.AT 6"ABOVE EACH HORIZONTAL RAIL �, • RR YES YES-FROM INTERN.RAIL @ 106'-10"TO 118'-0" 1 r- NO =t ..r - - t , 3 F 8'-1"X 5'-0°' NO - 6'-10 3/8" 12'-0" P.S.AT 6"ABOVE EACH HORIZONTAL RAIL V �� RR YES YES-FROM INTERN. RAIL 106'-10"TO 11$`-0" •.. .................a t_tt:, it _..............: ,. A - F - � 73 ::::::: , r' 4 8'-1"X 5'-0" NO _ 6'-10 3/8" 12"-0" NO . P.S.AT 6"ABOVE EACH HORIZONTAL RAIL y :c .� } }e r rr____,P1 i- _, 7s RR YES YES-FROM INTER. RAIL,@ 106'-10"TO 118'-0" I _ ............. r t-' =. I; i - - 6'-10 3i8" 12'-O"' b"ABOVE EACH HORIZONTAL RAIL ii : '..,,..,.,.r....,•rtt.a,a,.,xa,a,.,t„a„ �•� ,, ® s7 72 5 F 8'-1"X 5'-O" YES NO P.S.. I � :: !: _-� , RR YES YES-FROM INTERN.RAIL @ 106'40"TO 118'-0" S A I L,..... ' - F ES _ :• 71 6 $'_1'f X 5+-0" Y - - 6'-10 3/8" 12'-On - > ! RR YES NO r rf r rf P.S.AT b"ABOVE EACH HORIZONTAL RAIL. / z_, ` _. = =w _ s$ „� YES FROM INTERN. RAIL�a3 lOb-10 TO 118-0�, ,-rms...... •. ._. s 68® 7 F - 81-1"X 5'-0" NO - - 6'-10 3/8" 12'-0" NO P.S.AT 6"ABOVE EACH HORIZONTAL RAIL r �-- r 9•. `•' =- s9 '�' ® RR YES YES-FROM INTERN. RAIL @ 106'-10"TO 118'-0" t ___. _ .___ ..,� .___ _ . __� _�_ ____ l ___ i 1 ` l F _ f ff Tf NO ►, rf NO- .1 I 8 81-1"X 5'-0 - 6'-10 3/8 12'-0 • P.S.AT 6"ABOVE EACH HORIZONTAL RAIL r l; L R '° Y.., _ RR YES YES-FROM INTERN. RAIL 106'-10'" TO 11$'-0"' rii. I �.� L r it...... ... . ....... - • F YES WRAPS�� /� �� ARCH.PROJECT NO. N+ :; - a:.. t :x _. 69 ® 2 2 . 8f 1 tf X 5'4111111.-0" ' i I� !' • 1}' 8_ _ �" - H O J 1 � 1 7' 6 3/8" 12' Or+ BAY 12 FOR FULL 51-0"WIDTH FROM �� - �{ i r r T• 8'- rf T 0622 immilmmommoimmommilmi it a.,: :--,-. i :..,.: i .�► ` j i �. �► �► ��. �� L'�i. .�. �.. .� .r �� is' ice. tea, • i w. i3� .r�r. i� i� ` .af, it .�► r �` i; :s'; „ (E) 13 F 8'-1'"X 5'-0" NO 4'-8 1/2" 6"-10 3/8" 12'-0'" YES -BE7['WEEN RACKS FROM 106'-10"TO 118'-0" NETTING�S AROUND END OF BAY 13 &25,FOR FULL 8"-0"WIDTH FROM DRAWN 11[::. .. , ;: �I --- �"� ;:';;fi '-'1 r , :{ L I j' (3@e@ 108'-3""TO 118'-0"-P.S.AT 6"ABOVE HORIZONTAL RAILS AT FLOOR 106'-10 3/8"& 112'-0" ...rN ii . t CAS r� 0 (E) 14-16 F 8'-l"X 5"-0" NO 4"-81/2" 6'-10 3/8" 12'-0" YES-BETWEEN RACKS FROM 106'-10'°TO 118 1-0" P.S.AT 6"ABOVE HORIZONTAL RAILS AT FLOOR, 106'-10 3/8"& 112'-Orr ..n..as!.E._ ..• T`•..•w �E •�-may= - _ \ ' .._.. ._ f _ `.,' ,..: M ; \ •x.M1M1M1,r.eM1V:.M1....M1•,M1.stvxaaaa:xa.xxasasaaaaexaaa.s •• t-' \\ • • ♦ - . _, CHECKED -. l -. - i ... na�w J - - - a 2 : } I ._-. TRS '-, ' ` �-=_�= (E) 17-22 F 8'-1"X 5'-0" NO 5'-01/2" 6'40 3/8" 12'-0" YES-BETWEEN RACKS FROM 106'-10"TO 118'-0" P.S.AT 6"ABOVE HORIZONTAL RAILS AT FLOOR, 106'-10 3/8"& 112'-0" :: I �---- 1 SUBMITTAL DATES + n r n r n r n f 4f } fT Tr - -32 F -1 X 4 8 0 NO - .. 5 2 5 1/2 1 1 - ......_a•~ _ ---------_--�!`_==�`'•-<------- -j _ 3 8 YES BE EN K M 1. .xx . .. _ RAC FR T•n:•.: ...'a'.'. -,•i.•.-t'-••,-' .. :.a:..a ... ...•.. ,•°.x.a :.__.<.x..x.x._.._._.:::::•xxx: _..a.xxu::::Ya•••f:_x _ BETWEEN RACKS FROM 06-10 TO 118 0 ti r�•--• TO 118'-0" P.S.AT 6"ABOVE HORIZONTAL RAILS AT FLOOR, 106'-10 3/8" & 112'-0" :. i�: t' -. 03/07/08 - ; ::- f ,, + n r rr r rr T n NETTING WRAPS AROUND END OF BAYS 25 & 13 FOR FULL 8'-0"WIDTH :'• ....•.....Y:•.::T••_'>ttttt.::4::.tq,�r.r.,........•..,..5..-..•...-......t...•.....•w-.,-+..-.-.•_q.._.,...w...._..Y•..'..^T.._..,•.Y5^'.'x„- w , ,...::;..,..7...77.77:77777::::.?: 25 RR 8'4"X 4 0 NO 61-10 3i8 121-0" YES BETWEEN RACKS FROM 1061-10"TO 1181-0" . ~ .. .• ., w .. . .. .. .. . FROM 108 3 TO 118 0 . P.S. SPANS BETWEEN POSTS 1181-0" • OS S • �;' r , '� ..rar• r•,ar% ti,.i f /f f r/ ',.., ,,,‘,./ .... ',. ,:...-' '.. •.. .. „, .. '.. ..:,„-• ... . 0 L TB DATE 26-35 RR 8-1 X 4-0 NO r n r " 6"}- - '?�^�•�r:-:'`�: � k:�:Y:' - 6 10 3/8" 12-0 YES-BETWEEN RACKS FROM 106-10 TO 118-0 P AT ABOVE HORIZONTAL f n < . <;' <: :••a' pi:Eft.{.011t x� }t .S. 6 OVE ORIZON AL RAILS. RS. SPANS BET WEEN POSTS @ 118-0 • t• a V l~a• ^wa ^a' ,• S w 4•'-'... ,:.•::.....::•Ta'f,a:1 _. •f.'= h f.!/.!� Af�:�}'M1••r• f�l .t•r�; I i`. n- r r n } Tr ° Tr + rf f rr T n NETTING WRAF'S AROUND END OF BAYS 36&24 FOR FULL 8'-0"WIDTH FROM 108'-3"TO a_. _. ,_,. .... .,,,. .? ,:r:: '.. 36 RR 8-1 X 4-0 NO - 6 - _. _. -:. > -10 3/8 12-0 YES-BET'WEEN RACKS FROM 106-10 TO 118-0 T }r 118'-0" -P.S.AT 6 ABOVE EACH HORIZONTAL RAIL&SPANS BETWEEN POSTS a@ 118'-0" CRITERIA SET W-1 �:' I I .1 I I j I I I 1 1 I I I 1 1 I 1 I I I I I .1 I 1 r ........ ...:.......�........y {• . A 8'- ' 4'-I" S - s -10 ;" -0" -ON •1. OF ' • .I► FRO 18'- Tt 8'-0 •.S. •T 6 •1:O-f • H 'O'ir I AL •+'• I } 1. :i r-: i,LS,. •a : ' t. y',; }"}:3,`'rfi�}I; :, ""'".�°'c. _ �3Ti"r:.r.iixyS'.!'•t.r. �>:�i..r. �1��•��ry�-.'a�}•{'..Sitr� �`')�r L I�a.}ra x\x,.`a¢.x•�.:RxaYaxry La •' PTO _ ar{c{:<{{rj< c{d r«,u{<{.<{ i r.{<i{<({<t-7,:"r•A%i+%%sJi%t.:1p>ir� jJ ti , .1 A i.a -,z,(f ;..1, ,: it n:•a .-.s.,e .: !! .►fi.�S,l,•r,,,ziJ.t►�;.si3i:vti.�,tlfl:`.: .=`�T"i.',rf•'.. .,3 'M,.xrt..:��'' i.r�''",-K : " 45 F 12-6"'X 4'-0" NO - 7'-61/2°' 12'-0" YES-ON REAR OF RACKS FROM 108'_3►,TO 118'-0" P S AT 6"ABOVE EACH HORIZONTAL RAIL k:i$g?460 -:_., 46 F 12'-6"X 4'-0" NO - 7"-6 1/2" 12"-0" YES-ON REAR OF RACKS FROM 108'-3"TO 118'-0" NETTING�r'V�S AROUND END OF BAY 45 FOR FULL 4'-0"WIDTH oa � � < 9 FROM 108-3 TO 1181-0" -P.S.AT 6 ABOVE EACH HORIZONTAL RAIL waow ,.' :: :: q $ ;••-1044: •, ■i 1 i V •O t r f r r r . r......r.... t �_......r.....r........r......_.r....•...r........r........r........r......_...._---•-�........ 55 R 7-$ X 4-0 NO - 6-10 3/8" 12-0 --- P.S.AT 6"ABOVE EACH HORIZONTAL RAIL ho w 2 .. ww w o 44...h "V 56 R 7'-8"X 4'-0" NO - 6'-10 3/8" 12'-0" --- P.S.AT 6"ABOVE EACH HORIZONTAL RAIL owi"...I1.= ' Qrn w0C7 .��Ii�i�Ti��,�i�,'I�1wrur:Ii�Z►�i7��/,rir!I/��/i■'';►/�1�■��I► - i ' ! ! ! ! x = r ! ! ! I cn la 57 R 7'-8"X 4'-0" NO - 6'-10 3/8" 12'-0" --- P.S.AT 6"ABOVE EACH HORIZONTAL RAIL `�° °� a .. < <> > �' �., ...... ► n r Tr r TT f n }r A4o�� ® ® ® ® ® ® ® ® ® ® ® 4 58 7-8 X 4 0 NO - 6-10 3/8 12-0 --- P.S.AT 6 ABOVE E H HORIZONTAL RAIL a ..r::....:.r::-...:.�:.•...:..r::.....#:,....•:•*:;••.::.r:.--.:.r:::•:::.r:::._.:.r::•••::.r:::::•..r::•:•::. t:::::::.t::::.::.r::.::::.y:::::::.t:::::::.w ::#:::::::.r,• ••::=•::.v _• #:::::::.':::::::. w r r r t"i ! : Pctili6361 clo6 I I I I 1 I I I I I 59 R 7'-$"X 4'-0" NO - 6"-10 3/8" 12'-0" --- RS.AT 6"ABOVE EACH HORIZONTAL RAIL . :•: . . 1 : % • is i+ .ix•..... f If T n f T► ► r► „ ....... .......fi:.r....>....... ....... .....:. .......i....._. .......�_...... ..,....>�.......�......; �....... 60 R -8 X 0 NO 6-10 3/8 12-0 P.S.AT 6 ABOVE EACH HORIZONTAL RAIL '' (E) 13 (E) 14 (E) 1S (E) 16 (E) i7 (E) 18 (E) 19 (E) 20 (E) 21 (E) 22 (E) 24 1-"t-t-t-1.--t-'"t"-t-t-t-t-t-i. L 1 x A x 1 s ^�� r _.._ "" 2 61 R 71-8"X 41-0" NO - 6'40 3/8" 121-0" --- RS.AT 6"ABOVE EACH HORIZONTAL RAIL r rf r rt f Tt r r+ rr M . G C"y : : : : f : : :: .r::....:•t::....:.'::....:_r,,......•rrr....:.r::....,.•':,-.. i::•••.:.>r:::---..t::...::.w:::•:::#::••••:•i:::!•::.::::::-#:::::::#:::::::#::::::---4-::::::.' , I I I . I . : 1 ► i . 'r :-- � r r .:::::::::::.::.,::::::: - ___ IX * u) "e-f-1 :-::*:::::::`::::::: . :::. 62 R 7'-8"X 4'-0'" NO 6'-10 3/8" 12'-0" P.S.AT 6"ABOVE EACH HORIZONTAL RAIL C } i : : : i : : : : , @ ® ® ® ® ® @ ® ® 0 `°' 63A L 4'-1"X 4"-0" NO - 6'-10 3/8" 12'-0" --- P.S.AT 6"ABOVE EACH HORIZONTAL RAIL LIU � 0 Q �r �, . . . 111111111111111111111111111111111111MMi�'• � cnC7••• '• 63B L T-8"'X 4'-0'" NO - 6'-10 3/8" 12'-0" --- P.S.AT 6"ABOVE EACH HORIZONTAL RAIL ~ RI '� e_... •.,.. in: , 'G 0::' c� ax .• a, M1 �.:... .... .... : ::.....: ,:...: ::...... fi 63C L 71-8"X 41-0" NO - 0 3 8' 12-0 --- �. [-I .1 • rilt .0., ::::: i s 1 S 1 A i b-1 / P.S.AT 6"ABOVE EACH HORIZONTAL RAIL '. }V^• -.... _.--w-.•.y �..•.•.y •.._,-.• .-,r„. •....N i--..-.' ...-...a .'....y -• .. �...,r •♦ •...v...M1_..l...t...t...1...1...Y...1...\._.Y...1...M1.......1 • • :! yfi...p : _ f 'a _ < 64 L 7'-$"X 4'-0°' NO - 6'-10 3/8" 12'-0" --- P.S.AT 6'"ABOVE EACH HORIZONTAL RAIL z .... • ' J..,.r ,1 tS ,p, ~ * 4 y p ...R pp M .•- •+' it 1 w + A � � � Y W W r1 N a:::• '� :r7� .± w.F , i n.7 ^: w:3 -:i°•. «:3♦y «: yw.i, «7 [,.. pr.[i� i}. k,-•:•• <i:,r t:w M�w i,;• ♦i.. 'jc.._._.::� p r• _ w ,• t :.,4 + •..,. „:. '-::.g ti :::. :.y ; :.z ••v :-Z M r l.••% r $-••: r S.•:.i .„rr r ;f.•a: ;: 3.a: _•. : - •. k, :k: Q_ {� .t :L.iia'{ :ii5i� 'siw! '�ia<' •«'•i7i? .4,iyi Y.,--iri? • ♦.-.• s ♦ ,'� • r,+'•\, t.• r'ieiy� riai!'•. Slii$ fitil•' iJlt{•i `! A A A A A 1 1 T n '_ " - r " ! n ► w. :: ryry .: .~ •- _ •asa,.. "s,. •S"s\ Yaisi. °a" ,'isi ;iii _ _ 65 L 4-1 X 4 0 YES 7-8 3/8 12 0 --- P S AT 6' ABOVE EACH HORIZONTAL PAIL • ; K v.• n w �• r L ri w wv :wa; :w.i ;r: rK: MK: r� iw' ...a,ars,a -J:xl. ,t-. :?.••:ft. t. : ft n ♦ w-l: .11i<A'J�, r''.+.J . ,, ,, , s.Ta.{4. rt:<�J::' _J li::' r v .•. j:..., r. r: i' 5 iR; .n(p � y ,f: .A y� ,t: 4'�..'S A�[ M1j �j '•'. 'w %1 't ' _ - �A 1 h } i A •t-r, C •r. -r' 'r""' C 'r' fi 'r: i` :{ r' i i•LL a :i i• A n n _ is W Lii r: a i * a :ti r T 1 �f � x T r Tr r �} t 6"o- _ I1. .• :ti _ ---1 ' a. r' r'. �` is 'r• i 4- I � L 8-6 X 66 0 N r: r � NO 7 r � • 8 3/8" 12-0 . AT ABOVE EACH.S. VE H HO NTAL 6 O C HORIZONTAL RAIL ~ w •. w . .. w ff , ..__.__.____ _-r'_ N ,•• p 5• i• •. !• M1 p ~ •� •. }• :! 11 }• :i .j t. fL ,{ 1 1 1 1 1 .. L :• w p A a z f A - w : s i' „4:::J . }{.!y, , x. •.-.•.,? .•.r::•w •:«?.•.r •..wv.,.y t;s::q; q.�x::,; :i �:e:•- ..4::, .. ; :. 1::•:::::i,x:,:r•x►::a:::a�.�.:._::J►:x: :::i::::::;;i.. ..► „,.......4.......,f.•:•-•-.:�:::::::. J/ . ✓. Iw M w • Y N•• !, V M •t, ••<� .<i '4 y:i�iif� rM:i`::4 r'.•:: :4 A~ 4 9 , �, � , . •1` J i ; ti :i 6" 6" o ___) -1: 1. , K N x: f n r_0" NO 5'-41/2" T-41/2" --- --- I'. 6 EACH HORIZONTAL RAIL&AT 6 ABOVE FLOOR. C ►=+• 67A-67D RR 7-8 X 4 S.AT ABOVE EA H HORIZ NTAL N .. .. . ` .. � 45 46 •-.-.. • GS GALVANIZED RACKS. p � a r r .. ' . " _ 7' rr T TT rr n _-- PS.AT 6"ABOVE EACH HORIZONTAL RAIL&AT 6"ABOVE FLOOR. .~....~~~~ ~..~% F ~ • `y 68-0 F 7-8 X 41-0" NO 51-4 1/2 71-4 1/2 --- GALVANIZED RACKS. Cr r •• .,.:.. J " s ........ : : « : : : v ~ : : ' P.S.AT 6"ABOVE EACH HORIZONTAL RAIL&AT b"ABOVE FLOOR. W j ; 70 R 7'-8"X 4'-0" NO 4'-8 1/2'" 7'-41/2'° ' t _•. -- I, _: _ I i GALVANIZED RACKS. #I �itar�,aai1::,:.:&:rr; tn. , i:;�: fL� �J�� r 71-73 R T-8"X 4'-0" - ' n --- .ti ,• , ...,. NO 7-41/2 ___ PS.AT 6"ABOVE EACH HORIZONTAL "} •Lj7\J\J _.j•�.._h ,: RAIL&AT 6"ABOVE FLOOR. •• GALVANIZED RACKS. 0D vecifr ' r ti ?. r ►r r rT ,r P.S.AT 6"ABOVE EACH HORIZONTAL RAIL&AT 6"ABOVE FLOOR. ,;;;4,-- ssaxsa '- :; _ �I V ,� 74-75 RR 7-8 X 4-0 NO - 7'-4 112 --- --- GALVANIZED RACKS <txau asasaf .. Hi.;:s-,;:F.3 SS (1) 57 ® (I) (1) ® ® r•.._ z► S8 - 6 - ® - --- --- • / 76-78 L T-8'"X 4'-0" NO 7'-4 1/2" P.S.AT 6"ABOVE EACH HORIZONTAL RAIL,&AT 6"ABOVE FLOOR. Alk . : p: : , ..._, " L_, _ . - L., J b - . ''."' ' ,_, ti. 1.-/t....1\-1\....! 1,_/1-/ \-1\A ' ,__, - .--i ,_., - L-' .,, , - L 79-80 RR 7'-8'"X 4"-0'" NO - 6'-10 3/8" 12'-0" ___ P.S.AT 6"ABOVE EACH HORIZONTAL RAIL&AT 6"ABOVE FLOOR. •* IDAHO GALVANIZED RACKS. ►. 81-85 F 7'-8"X 4'-0" NO - 6'-10 3/8" 12'-0" --- P.S.AT 6"ABOVE EACH HORIZONTAL RAIL&AT 6"ABOVE FLOOR. GALVANIZED RACKS. OF 0 . PALLET RACKING AND GONDOLA PLAN + rr r ::::86-87 RR 7-8 X 4-0 TT 12 0 rf ::: ::::_ _._ _ _88 R 7'-8"X 4°-0" - 12'-0" ___ P.S.AT 6"ABOVE EACH H GALVANIZED RACKS. 89 R 4'-1"X 4'-0" NO - 6'-10 3/8" 12'-0" ___ P.S.AT 6"ABOVE EACH HORIZONTAL RAIL&AT 6"ABOVE FLOOR. GALVANIZED RACKS. 1 (in CZ W.S.=WALL SECTION I.S. GONDOLA COZIER NOTES 'GONDOLA (LOZIER) S CHEDULE s.=ISLAND SECTION 0 0 I KEYED NOTES C 11,, a 1. ALL COMPONENTS OF THE GONDOLAS{COZIER}SYSTEMS ARE FURNISHED BY THE OWNER AND PALLET RACK POSTS BAY ASSEMBLED AND INSTALLED BY THE CONTRACTOR. { r1t:TMBER GONDOLA OF UNIT UPT : ! ! NOTES COMNTS 2• THE GONDOLA SYSTEM CONSISTS OF SEVERAL BAYS AS NUMBERED ON THE PLAN VIEW AND AS SCHEDULED '' �_ 0 HER BAY 2..r ,� ... _ ,,� . '.■� TO GIVE THE CONTRACTOR ENOUGH INFORMATION TO UNDERSTAND THE SYSTEM COMPONENTS TO BID THE 3. BEAM TO COLUMN ► Z EN t E.,„„„i dim ASSEMBLY AND INSTALLATION AS REQUIRED. SEE COMPENENTS DRAWING BELOW. ��■� 5 WS 22 4' 72'" 31" ■ � 4. BASE PLATE .'► IIIN j 5. HORIZONTAL BRACING c� 'i, ••�+/ 0 (16)r ! a : DIAGONAL BRACING ��• Emil E'lli 0 0 0 \ 7. 8 ..> I \ 16 4' 72 28 (32) 66WE2AJI (EELFDIVIDERS 0 , j// BY O , LLD 6 WS 2 3' 72" 31 28'"D UPRITE ' 0 0 0 0 0 0 0 0 0 0 0 0 0 • ooa0000000000 PLAN BY CONTRACTOR CA 4' " 22" r " n rT 11 I 4 72 22 rirTilL STYLE SHELF 4 W X 28 D 1 ALL END 72 H X 31 D o 0 . 000 . 0000 . 00 : ill"..1 g Cla TL STYLE SHELF 31W X 31"D 2 PTD LOAD EASER BASE BRACKETS 0 0 fl 0 0 0 0 0 0 0 0 0 0 0 .I \ C.) 9 p4 ) STYLE SHELF 4'W X 22"D ) -:7 ,44"0) 0 0 0 0 0 0 0 0 0 PEGBOARD 0 o 0 0 o fl o o fl 6 4-- PALLET RACK POSTS 0 -.'*4 4;^ 4' 72" 22" fr �► ►, BACK o OOOO � fl0000OOflflfl 7 WS 10 4 72 22 (88)TL STYLE SHELF 4'W X 22"D (10)WALL END 72"H X 22"D 0 00000 ' - aoo 1110� POST GUARD PUNISHED C BY OWNS INSTALLED 0 fl - t 000000 . 2 4' 72" 22" 268 14S1' E1SHELF � R9 ISL 4 4 72 2 22 ( ) N n 0flflfloflfl00flflfl • I BY CONTRACTOR{ ) (1)ISLANDEND, 72HX22D 0 0 0 0 0 0 0 0 0 0 0 0 0 ' ►�+ ,' ■0 0 0 0 0 0 0 0 0 0 0 0 fl imulmell 000000000000 C 10 IS 8 4' 72" (2)22'r (224) TL STYLE SHELF (1)ISLAND END, 72"H X 22"D 0 0 0 0 0 0 0 0 0 0 0 0 0 4W X 22 D (18)LOAD EASER BASE BRACKET 0 o o o o o o o o o o o • (2 1/2"0 MIN.THRU Lis) 7,O BOLTS W/WASHERS& cf) 9000 . 000 . 0000 } 11 IS 4' 72" (2)22" (256) TL STYLE SHELF (1)ISLAND END, 72"H X 22"D Q o 0 0 0 0 0 0 0 0 0 o a 4 - 4'W X 22 D O fl fl o 0 o fl fl o 0 0 0 • "" NUTS BY CONTRACTOR 4 cr.) c,,, -" D o000000000a 12 IS 4' 72" (2)22" (260) TL STYLE SHELF BASE DECK All 0 00000000000 . - 4'W X 22 D (1)ISLAND END, 72"H X 22"D o 0 0 0 0 o a 0 0 0 0 0 DEPTH - ~ BASE , . • 000000000 MAFACTUR'S ISOMETC • . (247)TL STYLE SHELF 1)ISLAND END 72"H X 22"D DECK 0 fl • 0 fl fl fl o-o 0 0 _----7- T - , 13 IS 6 4' 72" (2)22" 4'W X 22"D 10 ISLAND SECTION EXTENSION 4 W �j =-� d�--i-- ` _\ , , 10)CROSSBAR 41W X 9"PROJECTION 1 4 ELAND rizTvIE)(X2T2E,V;SION 4'W BASE 17411 II ,-� ELEVATION 14 IS 8 4' 72" (2)22" (280) 4,WEDSHELF 1 AND T o J • i2i EXTENSION ti_ .••• PQ S� GUARD S X NSION END 1) 6" 1'-0" 72" 22" (174)T4LWS STYLE 12)ISLAND LA STUBS 72"H 1/2",D 48"W X 01"D / SINGLE UNIT WIDTH / ' PA LLET RACK NTE' { 15 IS 7 4' 72 (2)22 (10)TL STYLE SHELF 2)OFFSET END MDSE PANEL,36"W X 72"H MULTIPLE UNIT WIDTH 31W X 19"D 1)END DECK 22"D X 47"W 1. PALLET RACKS CONSIST OF SEVERAL BAYS AS NUMBERED ON THE PLAN VIEW AND AS SCHEDULED, INTERCONNECTED IN ONE OR BOTH DIRECTIONS WITH THE COLUMNS OF THE VERTICAL FRAMES _ (114 . ---- BEING COMMON BETWEEN ANY ADJACENT BAYS. 100000000000000000000000000000000000 00 000000000 (96)WIRESNACKSHELF 0 . 00 . 0 . 0 . 00 . 0 . 0000 . 0 . 0 . 0000 . 0 . 0 . 000 48 W X 25 D fl 0 000 . 000 . 0 2. ALL COMPONENTS OF THE PALLET RACK SYSTEM(EXCEPT SOME FASTENERS, SEE NOTE 4 BELOW)ARE lrillIl 111 16 WS 22 4' 84 25" WITH 2 H UP LIP -- T r n rr 4 ►r 3 TL SHELF (1)WALL END 84"H X 25"D ( D BY OWNER ASSEMBLED AND INSTALLED BY CONTRACTOR. (34) STYLE SHE F I 3. HORIZONTAL AND DIAGONAL CROSS BRACING IS PART OF MANUFACTURER PACKAGE AND COMES 4'W X 25"D WELDED AND PREASSEMBLED. I 4. ALL HARDWARE FOR THE CONNECTION OF AND THE NETTING IS FINISHED BY THE MANUFACTURER/ 17 WS 4 4' 54" 22" (12) 4TLW STYLE fDSHELF (1)WALL END 54"H X 22"D I o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 • 0 0 0 0 0 0 COLUMNS AND COLUMNS TO FLOOR CALCOULA.TED BY�C�AC�R/SUPPLIERBAND FURNISHED o 0 0 0 0 0 0 0 0 0 o a o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 AND INSTALLED BY CONTRACTOR. THE FLOOR ANCHORS ARE APPROXIMATELY 518"0 X 6"EXPANSION • 18 WS 1 4' 72" 25" (6)TL STYLE SHELF (1)WALL END 72"H X 25"D ---‘1111111 ANCHORS AND THE BOLTS FROM BEAM TO COLUMN ARE 3/8"FLAT HEAD BOLTS(A36)WITH WASHERS 4'W X 25"D AND NUT'S WITH INTEGRAL WASHERS. THEY ARE A MINIMUM 3/8"Ø X±4"THRU A{BOLTS � AT EACH CONNECTION O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 OR(2)3/8"O X f2"AT EACH SIDE OF EACH CONNECTION. VERIl' 1 BOLTS WITH MANUFACTURER/SUPPLIER. Vl'ACTURER/SUPPLIER. 19 WS 4 4' 72" 31►r (24)PTL DROP-IN SHELF (2)WALL END 72"H X 31"D o fl fl o 0 0 0 o fl o 0 0 fl 0 0 0 o fl 0 fl fl 0 o fl o fl o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 • x 0 0 0 5. REVIEW COMPLETELY AND USE THE"SELECTIVE PALLET RACK ASSEMBLY INSTRUCTIONS"PROVIDED BY 0 Ift. CD 4`W X 31"D THE MANUFACTURER FOR ASSEMBLY. INSTALLATION OF NO FLANGE CROSSBAR AND WIRE PLATFORMS AT HORIZONTAL BEAMS ARE REQUIRED. O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 kill GONDOLA DETAIL GONDOLA & PALLET RACKS INSTALLATION PLAN, SCHEDULES & NOTES SHEET A25 ..................... . . . . . . , . REVISIONS A., . CCD PSA-1 05/19/08 A CCD PSA-2 05/27/08 CCD PSA-3 07/02/08 Cl FAN SECTION O8 SUPPLY/RETURN DUCT SEE MECHANICAL PLANS FOR SIZES. MECHANICAL LEGEND CD ROOFTOP HEATING COIL PACKAGED UNIT SCHEDULE O SMOKE DETECTOR IN SUPPLY DUCT. 03 PLEATED FILTER SECTION SEE ROOFTOP UNIT SCHEDULE EQUIPMENT EQUIPMENT O GAS CONNECTION WITH GAS COCK,UNION EQUIPMENT SERVICE SUPPLY OUTSIDE E.S.P COOLING HEATING ELECTRICAL �J FLEXIBLE DUCTWORK ---3 WEIGHT MANUFACTURER MODEL OPTIONS-ACCESSORIES ROUND DUCTWORK BREAK AND DIRTLEG. REFER TO PLUMBING PLANS NO. AIR AIR IN.W.G.) (LBS) FOR GAS PIPE SIZES. (CFM) (CFM) EER/SEER ENTERING SENSIBLE MBH MBH AFUE%V.-PH.-CY. MCA FLA LINED DUCTWORK ---+0 ROOF CURB AIR DB/WB MBH INPUT OUTPUT DUCTWORK BREAK (COORDINATE EXACT SIZE AND LOCATION) RIGHT 0 LINE SUPPLY&RED DUCTS WITH RTU-1 SALES 10,650 850 2.0 9.3 / 11.7 77/63 262.8 540 432.0 81 460/30 70 66 5960 AAON RN-026-3 2, 3 © THERMOSTAT - 12x8 DUCT SIZE (FIRST FIGURE 1"ACOUSTIC LINER FOR 10 FEET FROM INDICATED FACING SIDE) FAN INLET AND DISCHARGE. DUCT SIZES RTU-2 DELI PREP 750 75 0.5 8.5/ 13.2 77/63 21.1 69 55.9 81 460/30 9 8 710 AAON RM-A02-3 1, 3 INDICATED ON PLANS ARE INSIDE FREE TEMPERATURE SENSOR 12"� DUCT SIZE DLAl��IETER AREA DIMENSIONS. (DIAMETER) iiimmiliiiiiiimiiiiiiiiiiiiiiiiiiIiiiiiiiiiiiimmiiiiiiiimmiliiiiiimi O7 REFER TO STRUCTURAL DWGS. FOR CD SMOKE DETECTOR "� FLEXIBLE DUCT CONNECTION ARCH.PROJECT NO. JOISTS LOCATIONS,ETC. 0622 3 2 ALTERNATE MANUFACTURES: TRANS, CARRIER,LENNOX,YORK , 1 CD NOTES 0 CO2 SENSOR cam SQUARE TO RND TRANSITION DRAWN ESS. ' ° 1. PACKAGED ROOFTOP UNIT WITH GAS HEAT,DX COOLING, SINGLE POINT POWER CONNECTION,MOTORIZED OUTSIDE AIR DAMPER(LEAKAGE RATING OF OF 4 CFM/SQ.FT.AT 1 IN.W.G.), M PROGRAMMABLE THERMOSTAT WITH NIGHT SET BACK,ROOF CURB,AND TWO SETS OF FILTERS. MOTORIZED DAMPER EXT. INSULATED DUCT CHECKED O C) 2. PACKAGED ROOFTOP UNIT WITH GAS HEAT,DX COOLING, SINGLE POINT POWER CONNECTION,MOTORIZED OUTSIDE AIR DAMPER(LEAKAGE RATING OF MAXIMUM OF 4 CFM/SQ.FT.AT 1 IN.W.G.), INS ATI SWG ■ ICI o )CO2 SENSOR,PROGRAMMABLE THERMOSTAT WITH NIGHT SET BACK,REMOTE SENSOR,24" SOLID BOTTOM ROOF CURB, SUPPLY AIR SMOKE DETECTOR,AND TWO SETS OF FILTERS. BI— BARAMETRIC DAMPER UL ON SUBMITTAL DATES CO r ��/� 3. PROVIDED BY MECHANICAL CONTRACTOR. �-IIIIIIIIIIIIIIIIIr ELBOW W/TURNING VANES U DUCTWORK RISE II 414Altrajr �� . \/ / \/ 03/07/08 lir FLOW DIRECTION DUCT FITTING, SQR TAKE-OFF'IP Z\ DUCT FITTING RND TAKE-OFF T TEMPERATURE GAUGE FITTING, 0 8 I OTB DATE, c DUCT FITTING, CONICAL SPIN-IN PRESSURE GAUGE NOTE: GRILLE - REGISTER - DIFFUSER SCHEDULE TS 1EMPERATURE SENSOR DUCT FITTING, CONICAL SPIN-IN.)-,-: , PACK OPENING BETWEEN ROOF DECK AND DUCTS WITH W/AIR SCOOP CRITERIA SET W-1 FIBERGLASS INSULATION. FILL ROOF CURB WITH 6"THICKNESS BLANKET INSULATION. FS FLOW SWITCH DUCT FITTING, CONICAL �� I SADDLE TAP SYI��IBOL I�:EY : Wtip4(A) (B) SD-1 10 0 w �o A.FIRST LETTER: S-SUPPLY, R-RETURN, E-EXHAUST, T TRANSFER SECOND LETTER: D-DIFFUSER R-REGISTER G-GRILLE (C) 250 CFM POINT OF NEW CONNECTION DUCT FITTING, RND 90° ;W1ag HxW Z 0 DOWNFLOW B.LEAD-IN D T I e SADDLE TAP ROOFTOP DUCT SIZE, UNLESS NOTED OTHERWISE C.CFM v'�a0 E-P4 POINT OF DISCONNECT 45° ow ` t" aow k.&NTS DUCT FITTING, RND 45 H H M a x w N UHAUE"Hr�H EQUIPMENT TYPE MOUNTING SIZE MATERIAL FINISH MANUFACTURER OPTIONS -ACCESSORIES 5 LINE BREAK SADDLE TAP o w w a R v o NO. MODEL# U o N N wwAUwa UA � a� FACE NECK GENERAL BREAK LINE ROUND DUCT, TURN DOWN a,,< ,�¢ix a� Z g A> w 0F.J.1wx ��.?; zE4zo=wa.oC7 ti i l,, LOUVERED KRUEGER BDD �w�,o�oo z� PROVIDE WITH OBD IN FACE IN HARD CEILING AREAS. CONTRACTOR RESPONSIBLE FOR FRAME TYPE. BACKDRAFT DAMPER c7 o w H H w a� SD-1 LAY-IN 24x24 9x9 STEEL WHITE �o tic SUPPLY DIFFUSER SH VERIFY PRIOR TO INSTALLATION. SIZE VARIES WITH NECK SIZE.SEE PLANS FOR DETAILS SUPPLY DUCT - DUCT ROUTED �, U o z U .�� Wxwp~�`H"OU ,,' SD-2 DRUM LOUVER SURFACE 25x 10 - STEEL WHITE KRUEGER PROVIDE WITH OBD(MODEL DOBHD)AS INDICATED ON PLANS. CONTRACTOR RESPONSIBLE FOR FRAME `/\. OPPOSED BLADE DAMPER TOWARD A o a a A O w H W DPL TYPE. VERIFY PRIOR TO INSTALLATION. SIZE VARIES WITH NECK SIZE.SEE PLANS FOR DETAILS RETURN, TRANSFER DUCT - w a a l g x RIPAP8Q AA U 4111 EGGCRATE KRUEGER PROVIDE WITH OBD IN FACE IN HARD CEILING AREAS. CONTRACTOR RESPONSIBLE FOR FRAME TYPE. DUCT TRANSITION, SINGLE LINE DUCT ROUTED TOWARD RG-1 RETURN GRILLE LAY-IN 24x24 22x22 STEEL WHITE EGC5 VERIFY PRIOR TO INSTALLATION. SIZE VARIES WITH NECK SIZE.SEE PLANS FOR DETAILS / EXHAUST DUCT- DUCT ROUTED VENT DISCHARGE VENT CAP,BIRD PROOF O HUMIDISTAT OR HUMIDITY SENSOR - < TOWARD A MINIMUM OF 48" EGGCRATE SURFACE 92x30 90x28 KRUEGER PROVIDE WITH OBD IN FACE IN HARD CEILING AREAS. CONTRACTOR RESPONSIBLE FOR FRAME TYPE. Z ABOVE THE ROOF,OR ,� RG-2 RETURN GRILLE STEEL WHIl�E EGC5 VERIFY PRIOR TO INSTALLATION. SIZE VARIES WITH NECK SIZE.SEE PLANS FOR DETAILS I MANUAL VOLUME DAMPER ROUND DUCT - DUCT ROUTED 48"ABOVE ANY PARAPET Y � GAS VENT.TYPE B UL EGGCRAI'E TOWARD F OR FRESH AIR INTAKE APPROVED FOR 1" CLEARANCE SURFACE 32x20 30x18 KRUEGER PROVIDE WITH OBD IN FACE IN CEILING AREAS. CONTRACTOR RESPONSIBLE FOR FRAME TYPE. — — WITHIN 10 FEET FROM COMBUSTIBLES. RG-3 RETURN GRILLE STEEL WHITE EGC5 VERIFY PRIOR TO INSTALLATION. SIZE VARIES WITH NECK SIZE.SEE PLANS FOR DETAILS FS-II — COMBINATION SMOKE/FIRE ( :) FLAT OVAL DUCT - DUCT O M FOR DUCT FURNACES USE ALTERNATE MANUFACTURERS: DAMPER ROUTED TOWARD Cr * tr) STORM COLLAR TYPE "PS" GAS VENTS. NOTES — tip ROUND, STANDING SEAL WEATHER-TIGHT WITH __ FD C FIRE DAMPER %< W t� �, d- if SUPPLY DUCT - DUCT ROUTED Q M COLLAR,4"HIGH � W g "PAR-BOND" GUTTER ER SEAL AWAY CURB CAP: 22 GAGE SOLDER STANDING COLLAR � i.... Q = cC g N CROSS BREAK TOP& 1W TO CAP& SEAL WEATHER-TIGHT INTAKE OR EXHAUST j `- I- O O SOLDER ALL JOINTS X X W o 2" i,2" FLASHING: 3",FASTEN TO to � PRE-FABRICATED CURB (2)PLACES EACH SIDE CURB BY GENERAL --�� ( ) + DIRECTION OF AIRFLOW a = , E.-w i.`=). CONTRACTOR RETURN/TRANSFER DUCT, DUCT H Z w e al X SUPPLY DIFFUSER ROUTED AWAY z W 0 d- a, GAS FIRED UNIT HEATER SCHEDULE EXHAUST DUCT, DUCT ROUTED SUPPORT WEIGHT OF GAS VENT FROM STRUCTURE RETURN GRILL 0 o oc rT M AWAY z W � � RETURN GRILL RND DUCT, DUCT ROUTED AWAY g — E-- F-' o OU W � �,, ELECTRIC W W • W EQUIPMENT SERVICE CFM OUTPUT OUTPUT MANUFACTURER MODEL NOTES SHEET METAL DUCT (:: =) FLATE OVAL DUCT, DUCT ROUTED * a Z 0 GAS VENT DETAIL NO. (kW) (MBH) MOTOR AWAY (.) o VOLTS-PHASE IA.DG' A.D. N NTS HP ACCESS DOOR DUCT UNIT F `�' a �4 &; N&v&:, UC UN UH-1 ENTRY 1,260 20 68.2 480- 30 1/10 REZNOR EGE-20 1, 2 # CC # EQUIPMENT CALLOUT RETURN/TRANSFER DUCT, DUCT Ca UNIT CONNECTION ny DETAIL CALLOUT N' EXHAUST DUCT, DUCT UNIT NOTES -- CONNECTION SECTION REFERENCE NUMBER g\' 1. ELECTRIC,FORCED AIR UNIT HEATER. PROVIDE WITH "FAN ONLY" SWITCH AND FACTORY INSTALLED THERMOSTAT. SECTION REFERENCE SHEET ROUND DUCT, DUCT UNIT ,c� � CURB GASKETING 2. COORDINATE DESIRED FINISH WITH ARCHITECT. ® CONNECTION !fir �_ �� i'E MECHANICAL /� EQUIPMENT D-X EG - X RG - X SR - X TG - X flI& tLOtJ J ANCHOR BOLT CFM CFM CFM CFM CFM OREGON / NECK NECK NECK NECK NECK °"` ` `[ `i 9 193' , 0 ABBREV. DESCRIPTION D. �'` COUNTER FLASHING EXPIATION DATE.. AVM' 2x4 NAILER AD ACCESS DOOR MC NOT IN CONTRACT AFF ABOVE FINISH FLOOR OC ON CENTER • i CANT STRIP APP'D APPROVED REQ'D REQUIRED k1/4 A METAL CURB ARCH ARCHITECTURAL OR ARCHITECT SIM SIMILIAR 14 HIGH MIN. ABOVE ROOF al ( FLASHING EC ELECTRICAL CONTRACTOR SM SHEET METAL Cl a) DECK _ GC GENERAL CONTRACTOR SPEC STAINLESS STEEL • 1"RIGID , MAX MAXIMUM SS SPECIFICATION OR SPECIFIED INSULATION MN �♦ INSULATION Q CD a ,♦�, / MC MECHANICAL CONTRACTOR TYP TYPICAL, Npoir IV IIII V' 11/ ♦ ♦♦♦♦♦♦♦� MFR MANUFACTURER UNO UNLESS NOTED OTHERWISE Z P4 MIN MINIMUM VTR VENT THROUGH ROOF L. 0 F CI) 0...1.14 F 0 VENTILATION CALCULATIONS F ROOFTOP FASTENING DETAIL UNIT OSA UNIT EXHAUST Cf) ml,..% Lt4 c„,„ NTS RTU-1 840 CFM r:: f4" L-p—i4 l'i_IN RTU-2 75 CFM 0 o � o TOTAL 915 CFM OSA TOTAL , CFM EXHAUST 4.4 ri,N41 NET POSITIVE PRESSURIZATION: 915 0 o � z o F o � NH • ‘111 44111 , C) 1111110 CI) SHEET TITLE MECHANICAL ileference only SCHEDULES, Not part of this permit DETAILS, & LEGEND SHEET M2 REVISIONS A CCD PSA-1 05/19/08 MLB 05/19/08 0 CCD PSA-3 MLB 07/02/08 . '7777777777777777' ____, Z\/ c--Alk mom, , . D 0 s7 ,,,7 _ I N, mmNNNNNmomomwmmommw l I . (•`\ ARCH.PROJECT NO. (1,-,, om omom mom Iml Iml 4 Ilml 1[�I Iml I[t3ll I®L�. ter- -- ! �"1. %" �"�, / 1,r= r- , .- 4-•--m 0622 �_a, -�� -C `A Nom`) Cam; �,,.� � � � ,fit . .\ . _ � ---,� -_, i`�l' iiNi�i� ilk lip ��i ifl lit Iii,lo lei, iii � • DRAWN III ft ICI III III IHI ICI Ill II I IVI IIWI 'IL�I IVil IL/I Jul I{�I,jai Ilili IHII III ICI 1 119 i i Bp) - - 9 MLB ._. , IIIIL�I II�Ii IVIIVIIVIIViIINIIINIINI I�IIE31 :1 I' of ri_. /i_a\i� --..♦/i tea . . �._.. ._.\ .�rt� �. �' �? � -___ _. ��\ � 1 111411 ICI it l ICI AIL I IWI i i Iql I®I I 'II ©I i©i 101 II I !1411 Urfa Ilul'II I i i 11+11 I�il' i i i®i' it li iii i 161 CHECKED DI 151 a A 11_11 12 loll' i Ii lei iat jai i i 101 101 i©I gill 11111411 Ai jai iui IWI .I II 0 tail ICI! col ICI i7i MI 'i')W El IiVI dill I I II -1 1 I I-gII ImlI l [ I ill IhI lya I©- I II I II II 1 j 1!1 I I SUBMITTAL DRIES CID 03/07/08 OTB DATE RACK A & B CONTROLLER A RACK C D & E CONTROLLER > -........- CRITERIA SET W-1 A rrnn W40,4 V WWvWW1aOOwZ Qsa<AavH Za"aOtw„rxo�w II�� 0 x E-xxi a.xw <F.,AUE4E-, E- 111 1 zw ow wo d .WzxP-wo I'' UwwxF,aHtL W cr .- O N avAQa<totx0 Z 11 ZW xpvnwaOCx.. -XISTII\G OC)F�Ut�O`na �� zo Z zxx�,�-0 - RAC < A/ B w wo ill° CO\TROL I/O L G_NND =XISTII\G _ EXISTI\G =XISTING aW�w� x w��„rxwQOA�v ,�� • 16 A/I Board #1/#2 16 A/I Board *3/*4 RAC C/ 1 - _ RAC < F _ RAC < HVAC _ zvoz zo�„,4 IN EXISTING RACK A PANEL (E) IS e ''C ' ) CONTROL I/O L LEND CO\TROL I/O L GE\3 CONTROL I/ O L=G=\ D 1.1 SUCT1A (E) 3.1 01iFF-2 (Ap 2 1.2 HEAD PSI (E) F 3.2 O1RFF-3 qq 16 A/I Board *1/*2 16 A/I Board *3/*4 Standard 8 R/O Board *2 Standard 8 R/O Board #6 16 A/I Board *1/*2 8 A/I Board #1 Z 1.3 STMP1A (E) 02RFF-4 Go IN EXISTING RACK C PANEL (E) IN EXISTING RACK C PANEL (E) IN EXISTING RACK C PANEL (E) IN EXISTING RACK C PANEL (E) IN EXISTING RACK F PANEL (E) IN EXISTING RACK HVAC PANEL (E) Ill 1.4 (LID 3 3 1.1 SUCT1PSI (E) (E) flTLP1A1 ` 3.4 02fr -5 (N) 3.1 16MDMT31 2.1 UNLD2-1B (E) 41MTBX (E) 1.1 (E> 7 1 DISCHARGE RGE (E) 1.2 DEWPOINT (E) 1.5 HTLP'U2 am F 3.5 02SDJF-6 00 1.2 HEAD PSI (E) 3.2 17MDMT72 (E) 2.2 CMPR 2-2 (E) 7.2 27MTBXDF (E} 1.2 (E) 1.6 HTMP1A3 GO 3 6 03RFF-7 Go 1.3 SUC1TEMP (E) 3.3 DROP LEG (E) 2.3 CMPR 2-3 (E) 7.3 42FSBX (E) 1.3 DRP LEG (E) 1.3 SALES (E) M 1.7 HTMP1A4 (E) F 03RFF-8 (N) 1.4 HEAD1TMP (E) 3.4 18SDMT33 (E) CMPR 3-1 42FSBXDF (E) 1.4 PHASE LOSS (N) 1.4 SUPPLY (E) V1 F 3.7 .8 1.5 (E) 3.5 18SDMT34 (E) 2.4 UNLD 3-1 (E) 7 4 43SMMT 1.5 52 RFF TEMP 1 ala 1.5 '� 1.8 HTMP1A5 (E) 3.g 03RFF-9 (tad 2.5 (E) 7.5 (E) RETURN (E) 2.1 (E) OPEN 1.6 DROP LEG (E) 3.6 18SDMT35 (E) 1.6 4. a'A CMPR 3-2 44PRBX (E) 52 !OFF TEMP 2 (N) 1.6 H 0 Q d- 2.2 DROPLEG (E) 4 2 04DTFP I1 (E) 1.7 FREON-B (E) 3.7 18SDMT36 (E) 2 7 7 7 51PZZA (E) 1.7 53 RIFF TEMP 1 (N) 1.7 W 00 2.3 FREON A (E) 4.3 05RFF TEMP (N) 1.8 SUCT2PSI (E) 45SHPR (E) 53 RFT TEMP 2 01) t8 1 Q _ 2.4 SUCT 2A (E) 3.8 19SDMT37 (E) 1.8 V1 O 4.4 OSDEF TER (N3 2.1 SUCT2TEMP (E) 4.1 19SDMT38 (E) 2.8 7.8 2.1 55 RFF TEMP 1 (N) = F- '- O N �-+ 2.5 S 2.2 SUCT3PSI (E) (E) (E) - r O 45 08Rtl�p 20MDMT39 2.2 LOW GAS 6 1 (E) 2.3 SUC3TEMP (E) 4.3 C210EU-10 (N) Standard 8 R/0 Board #3 Standard 8 R/0 Board #6. 2 3 8 Standard D/I Board #1 _ 4.6 06RFF DEF TER (tip 55 RIFF' TEMP 2 (N) a 7 -) 4.7 07MDFM16 (E) 2.4 (E) 4.4 (E) IN EXISTING RACK C PANEL (E> IN EXISTING RACK C PANEL (E) 2.4 52 DEF TER IN EXISTING RACK HVAC PANEL (E) _ w V 2 2.8 01RFF-1 (E) 4.8 OSMDFF TEMP (N) 2.5 (E) 4.5 22DEU40 (N) 3.1 8.1 46PDPR (E) 2.5 53 DEF TER GO 1.1 VS FAN (E) w Z w N A \ A A A ♦ A AAA 2.6 (E} W Q., # # 16MDMT28 (E) 47MTWR (E) MISCO1 • z P4 d' 2 7 4.6 23DARY41 (E) 3.2 16MDMT 8 2 48MTPR (E) 2.6 � D� TER p�) 1 2 MISCO1 � 16 A/I Board 5/ 6 16MDMT29 REPLACE 4.7 24DYCS42 REPLACE 3.3 (E) 8.3 2.7 (E) 1.3 (E) uj IN EXISTING RACK A PANEL (E) 2.8 16MDMT30 (E) 4.8 25DARY43 REPLACE 3,4 16MDMTDF (E) 8.4 HOT GAS (E) 2.8 (E) 1.4 PHASELOS (E) w M 5.1 08MOFF DEF TER pNU 5.2 09MDFF TEMP (N) 3.5 Refr01 (E) 8.5 SBCLB1-1 (E) 1.5 g W 16 A/I Board #5/#6 16 A/I Board #7/#8 3.6 8.6 SBCLB2-1 (E) Standard 8 R/O Board #1 # 1.6 - I- E�-' o 8 Standard R/O Board *2 W Cl) N 5.3 09MD (N)FF DEF TER IN EXISTING RACK C PANEL (E) IN EXISTING RACK C PANEL (N) 3.7 18SDMT (E) 8.7 58 MD PROD EPR Ohl IN EXISTING RACK F PANEL (E) IN EXISTING RACK F PANEL (E) 1.7 W • W 5.4 10MOFF TEMP (N) 5.5 11FFBX22 5.1 26DARY44 (E) 7.1 42FSBX60 (E) 3.8 18SDMTDF (E) 8.8 STAGE 1 (E) (E) 27BVBX45 (E} 1.1 COMP 1-1 (E) O O 1 FM X ( 5.2 7.2 43SKMT61 (E} 2 1 52 DEER (N) 1 8 5.6 2 B 23 E) (E) 1.2 UNLD1-1 tE) 2.2 52 REFR (N1 O I 5.3 28SVDL47 7,3 44PRBX62 (E) Standard 8 R/O Board *4 UNLD1-2 (N) N 5.7 13BKFZ24 (E) 1.3 2 (E) 2.3 ' DEFR v� Q+ 5.4 29SVFH46 (E) 7,4 51PZZA63 (E) IN EXISTING RACK C PANEL (E) 1.4 COMP 1-2 (E) 2.4 53 REFR (P0 Standard 8 R/O Board *1 5.8 ABANDON (N) 5.5 30DELI48 (E) 7.5 45MTWR64 (E) 4.1 19SDMT (E) COMP 1-3 (E) 55 DEER IN EXISTING RACK HVAC PANEL (E) 6.1 OSECORIB 00 6.2 LIQUID (E} A . 5.6 31CHES49 (E) 7,6 46PDPR65 (E) 19SDMTDF (E} 1.5 2.5 5.7 32PROD50 (N) 4.2 1.6 (E) 2.6 REFR (N) 1.1 V S F AN (E) CC 6.3 LIQUID DEF TER pad 7.7 47MTWR66 (E) 2OMDMT 1 7 2 7 4.3 (E) (E) (E) 1.2 COOL 1 (E) CO 5.8 7.8 48MTPR67 (E) C21 DELI GD 1.8 (E) 2.8 (E) 1.3 COOL 2 (E) .•. . ,+...I I� P. 4.4 /� 6.5 OPEN (�,D 6.1 8.1 SBCL B1 (E) 22DEU C / \ 6.2 D 34 MD PROD P-11 4.5 1.4 COOL 3 (E) 6.6 OPEN (� 8.2 LIQ TEMP (E} 23RFDY �, mar+�� 6.3 36BKBX57 (E) 8.3 21MDPR68 (E) 4.6 Refr01 (E) 8 Standard R/O B o a r d #3 1.5 HTREC 1 (E) •.7 6 8 6.4 UNUSED (E) 8.4 4.7 IN EXISTING RACK F PANEL (E) 1.6 HTREC 2 (E) 6.5 UNUSED (E) 8.5 56 MD PROD P-4 TEMP (N) 4'8 3.1 FAN 01 (E) 1.7 AUXHT1 (E) ,C�`�o 8 Standard D/I Board #1 8 Standard D/I Board *2 8 Standard D/I Board *3 6.6 39DYBX57 (E) 8.6 56 MD PROD P-10 TEMP tip # 3.2 FAN 02 (E) 1.8 AUXHT2 (E) d7DE 1' ' IN EXISTING RACK A PANEL (E) IN EXISTING RACK A PANEL (E) IN EXISTING RACK A PANEL (E) 6.7 26MTHD58 (E) 8.7 58 DEFROST 'TERM (N) Standard 8 R/O Board 5 3.3 FAN 03 (E) 1.1 CMPR 1-1 (E) 2.1 HEAT REC (E) 3.1 1-SHITMP (E} 6.8 41MTBX59 {E) 8.8 IN EXISTING COND C PANEL (E) 3.4 *2 biki '/Standard 8 R/0 Board 2 7 5.1 25DARY (E) 3.5 IN EXISTING RACK HVAC PANEL (E) 1.2 CMPR 1-2 (E) 2.2 CMPR 2-1 (E) 3.2 2-1HITMP (E) 8 Standard D/I Board #1 8 Standard D/I Board *2 5.2 26DARY (E) 3.6 2.1 ANTISWT1 (E) 0 f 1.3 CMPR 1-3 (E) 2.3 CMPR 2-2 (E) 3.3 2-2HITMP (E) it*,,,, IN EXISTING RACK C PANEL (E) IN EXISTING RACK C PANEL (E) 5.3 27BVBX (E) 3.7 ANTISWT2 (E) l[ � , 1 4 CMPR 1-4 (E) 2 4 OILFAIL2 (E) 3.4 29SVFS (E} 2.2 1.5 CMPR 1-5 (E) 2.5 1-1HITMP (E) 3,5 1.1 CMPR 1-1 (E) 2.1 CMPR 2-1 (E) 5.4 3.8 2.3 MiscRy (E) �" � PHASELOS 1-2HITMP 1.2 CMPR 1-2 (E) 2.2 CMPR 2-2 (E) 5.5 28SVDL (E} 1.6 (E) 2.6 (E) 3.6 30DELI (E) 2.4 t7 LOW GAS (E) 2.7 1-3HITMP (E> 3.7 1.3 CMPR 1-3 (E) CMPR 2-3 (E) 5.6 2.3 2.5 PIRATION DATE: i OILFAIL1 1-4HITMP 1.4 CMPR 1-4 (E) 2.4 CMPR 3-1 (E) 5-7 31CHES (N) 1.8 (E) 2.8 (E) 3.8 _ 2 6 1.5 PHASELOS (E) 2.5 CMPR 3-2 (E) 5•$ 32PR00 (N) Standard 8 R/O Board #1 *2 *3 LOW GAS 2.7 Standard i R/� Board 2 St�n�l�r�l 8 R/• Board 3 1.6 cE) 2.6 2.8 IN E_XISTING RACK A PANEL (E) I , EX-mil- i'- • % • .b _ _ IN EXISTING RACK A PANEL (E) 1.7 OIL FAIL (E) 2.7 1-1HITMP (E) Standard 8 R/O Board *6 - 1.1 CMPR 1-1 (E) 2.1 01 RFF 2 (N)i 3.1 14 DTFP (E) 1.8 HEAT REC (E) 2.8 1-2HITMP (E) IN EXISTING RACK C PANEL (E) 1.2 CMPR 1-2 (E) 2.2 01tFFDF (N) 3.2 14DTFPDF (E} 6.1 1.3 CMPR 1-3 (E) 2.3 02 RIFF (N) 3.3 051cDR (N) 8 Standard D/I Board #3 Standard 8 R/O Board #1 6.2 034 MD PROD (N) C'r 1.4 CMPR 1-4 (E) 2.4 02RFFDF (N) 3.4 05�F (N) IN EXISTING RACK C PANEL (E) IN EXISTING RACK C PANEL (E) 6,3 36BKBX (E) N 1.5 CMPR 1-5 (E) 2.5 03RFF Go 3.5 08ICDR (N) 3.1 1-3HITMP (E) 1.1 CMPR 1-1 (E) 6.4 37FLBX (E} • 1.6 HT REC (E) .6 03RFFDF Go 3.6 08ICDRDF 00 3.2 1-4HITMP (E) 1.2 UNLD 1-1 (E) 6.5 38FLWR (E) 1.7 CMPR 2-1 (E) 2.7 A-j\` ACY4-15\TFD---j - -A'-^( } 3.7 3.3 2-1HITMP (E) 1.3 CMPR 1-2 (E) 6.6 39DYBX (E) CID 0 1.8 CMPR 2-2 (E) 2.8 04DTFPDF (E) 3.8 3.4 2-2HITMP (E) 1.4 CMPR 1-3 (E) 6.7 40MTHD (E) 2-3HITMP CMPR 1-4 40MTHDDF (E) I/O SCHEDULE Z 3.5 (E) 1.5 (E) 6.8 g:4 Standard 8 R/0 Board *4 Standard 8 R/O Board *5 3.6 3-1HITMP (E) 1.6 HEAT REC (E) IN EXISTING RACK A PANEL (E) IN EXISTING RACK A PANEL (E) 3.7 3-2HITMP (E) 1.7 CMPR 2-1 (E) .....Et:.14 4.1 08 MDFF cm 5.1 12 FMBX (E) 1.8 UNLD2-1A (E) [.°E.:444 1 3.8 4.2 OSMDFFDF GO 5.2 12FMBXDF (E) 0 4.3 09 MDFF 00 5.3 HOT GAS (E) o 4.4 09MDFFDF GO 5.4 13 BKFZ (E) F� ��++ 10 M OFF (N) 13BKFZDF (E) O 4.5 5.5 Zi 4.6 101ADFFTE en 5.6 77 MDFF (E) 0=1=4 0 4.7 11 FFBX (E) 5.7 SBCLF-A1 (E) 11FFBXDF 4.8 (E) 5.8 _ SBCLR-A2 (E) O ow o ww 0 c4. 5 c.) ouo 4 a c DETAIL-A 8 v ONCPU BOARD DOOR OF !-� CASE SENSORS: V I ipi MCS-4000 i\ t THE STANDARD TEMPERATURE SENSOR(COM-TROL P/N)90T8002G01)IS CONTROLLER '! _ TO BE PROVIDED AND MOUNTED BY THE REFRIGERATON CONTRACTOR. TANDatD 2.USE COM-TROL PROBE MOWING DISK(P/N 275814DHOD TO I;�, TEMPERATURE MOUNT STANDARD TEMPERATURE SENSOR N CASE. FOR COMMUNICATION � SENSOR 3.THE STANDARD TEMPERATURE SENSOR IS TO BE MOUNTED N TIE PRIMARY TERMINATIONS DISCHARGE MR PLENUM. FOR COMMUNICATION /DATA o TERMINATIONS SEE DETAIL 6.18-3 GLOBAL GND ;\ 4-REFRIGERATION CONTRACTOR TO PROVIDE 2/C-22AWG CABLE(BELDEN•8442 SEE DETAIL 6.18-3 BUS DATA . i�: \; OR EQUIVALENT)FROM EACH CASE TO INPUT BOARD ON APPROPRIATE RACK. •J6 '1 ELECTRICAL CONTRACTOR TO PROVIDE CONDUIT AS REQUIRED BY LOCAL CODE. POWER FUSES ---BLK i�F /POWERFUSES (3-AMPS) BUS /DATA -GRIN �,',�� 1�, (3-AMPS) LOCAL L -RED , DATA � �'' i- ® RELAY OUTPUT CARD ® ® ® NT \4110111111110' COOLER BOX TEMP SENSOR o�_ COOLER BOX PlN,40A8503G01-WITH OVERRIDE SWITCHES MCS-4000 ANALOG INPUT CARD MULTI DECK P/N.40AB503G02•WITHOUT OVERRIDE SWITCHES c z _ SPARE FUSES CP/N=40AB506G011 Ys /,/��//I///I/•li! 411::1 4011) ®•.OAT • OUTPUT FUSE-3 AMPS (3 AMPS) ""' - , DISCHARGES- I *• TYPICAL FIELD TERMINATIONS BY / 1,1111 / ®-DATA-°.. (TYPICAL FOR 8 OUTPUTS) 0 ca- j REFRIGERATION CONTRACTOR TO S7...),R0 / I ®U.TA � N, RS485 LOCAL NETWORK TERMINATION '; )-I' BE LANDED ON TERI gNAL SIRE TEMPERATURE / 24 vac �° ®,2VAG i RED ®ttYAG AT EACH RACK CONTROLLER o = x -i / SENSOR EVAPORATOR ®cr 24 VAC ." i \ i i 1 �� RETURN A POWER INf1� ®(a ®cr CAUTION iJ / v\ CAUTION ECLPSE TRANSDUCER REQURES / ®12vAC ROTARY SWITCH FOR POWER IN E.L. ®1 (SEE NOTE-2) •6VDC POWER DOT•12VDC). r1 SELECTING BOARD NUMBER CaA-TROL r.NALoG r+PUt TERMINALS NAVE / �I O U O ti O U O ti U O V U O v TM 1B6 •SVOC&•12VOC TEINMNAT10N5. / "" Z �V Z c V z z U Z Z U Z z U z c S Z z cV z <1 Z TAKE CARE TO TERLNATE TO•SVDC. J - / / n V D,r a s >s s s a a :.. i COOLER BOX e®®®es .. . ®®® eeeeeeeee®®e ® !! :t� a�=:=�� n f�� f�=n I -i / / V V b` d b` V 3 -- ®° ®® ® ®®m�(®� ®®®®� ®®®�® ® DETAIL-B RELY ' / u 03 u ROTARY SWITCH FOR I -BU( fl I A FELD TERMINATIONS BY - R REFRIGERATION CONTRACTOR TO SELECTING BOARD NUMBER LIQUID LEVEL E L - wNT ) ACTIVITY LED K BE LANDED ON TERMINAL STRIP � ° o-° SENSOR BY OEM - I 4 -)I- RED 111_ DEFROST 111 (DIGITAL INPUT) R N RELAY I c•sv> 'i`.,;%; PHASE LOSS PROTECTION 'I`/�l j��%I' �� / CONTACTOR �.��, STATUS LED 1 T T T j K (DIGITAL INPUT) FELD TERMINATIONS 8Y � , T FAN A-STRIP REFRIGERATION CONTRACTOR TO g d <8 OUTPUTS) '%%' JUl �u BE LANDED ON TERMINAL STRIP §I� OVERRIDE SWITCH 1 Y I I -, '�. ' GLASS DOOR REACH IN (8 OUTPUTS) COMPRESSORS '(^�(i /DI I -� I $112 LOCAL BUS > DEFROST TERMINATION SENSORS RED •ATA Li AIR-COOLED DETAIL-A AT CASES(TYPICAL) ® .D o TYPICAL ATERMNATION CONDENSER J (SEE NOTED c0ENTni BIPUT (DIGITAL'PUTS) =� BRK ® =DAD N o TYPICAL �e COOLER BOX TEMP SENSOR ON ACAL AIoo MI TARO FANS WARNING CONTROLLING OPTIONS.RE:6.1A 16 ANALOG INPUTS POWER RS485 LOCAL NETWORK COM-rROL P/N=N0TB0tR02I ®«" IF RELAY OUTPUT CARD IS BEING USED FOR OIL FAILURE CONTROL, CAN ALSO TERMINATE DIGITAL INPUTS AT ANY INPUT - DRY CONTACT ONLY! ECLIPSE ® 12VAC O TERMINATIONS a✓c-22AwD CABLE i--RED USE RELAY OUTPUT CARD THAT DOES NOT HAVE AI AND DI POINTS CAN BE MIXED. TRANSDUCER ® O AT I/O CARDS PEI,. ,2221 CABLE 4:1 OVERRIDE SWITCHES (P/N:40AB503G02). REFER TO DETAIL-A & NOTE-1 IF TERMINATING ANY DIGITAL POINTS. ® �0. o al USING RELAY OUTPUT CARD WITH OVERRIDE SWITCHES �� ® 1122VAC o \ WILL VOID COMPRESSOR MANUFACTURER'S WARRANTY. NOTES: 1. IF TERMINATING ONLY ANALOG INPUTS,KEEP JUMPER COOLER BOX SENSORS: NOTES: IN TER TERMINATING AS DIGITAL INPUTS FROM UTS FACTORY. •® 1. REFRIGERATION CONTRACTOR TO PROVIDE AND MOUNT COOLER BOX SENSOR (MODEL .SHOWN ABOVE). IF TERMINATING ANY DIGITAL INPUTS (DRY CONTACTS ONLY), MOVE JUMPER TO "AI/DI" POSITION. 2.SENSOR TO BE MOUNTED IN CENTER OF RETURN AIR STREAM OF EVAPORATOR AND IN SUCH A POSITION 1. DO NOT RUN CONTROL WIRING WITHIN SAME CONDUIT AS SENSOR WIRING. WITH JUMPER IN "AI/DI" POSITION,ONE ANALOG AS TO PRECLUDE DAMAGE FROM NORMAL OPERATIONS. REFER TO DIAGRAM ABOVE. IF COOLER BOX HAS 2. CONNECTIONS TO N.O.OR N.C.CONTACTS ON RELAY BOARDS AND ONE DIGITAL INPUT ADDRESS WILL BE NOTE• MORE THAN ONE EVAPORATOR,SENSOR SHOULD BE LOCATED IN RETURN AIR STREAM OF EVAPORATOR MUST BE AS INDICATED TO PROVIDE CORRECT CONTROL. ASSIGNED TO SYSTEM. NEAREST TO THE DOOR. 2. CAUTION:*5VDC ON TERMINAL BLOCKS TB4 & TB6. 1. RS485 LOCAL NETWORK CABLE TO BE 3/C-22AWG. 3.REFRIGERATION CONTRACTOR TO PROVIDE 2/C-22AWG (BELDEN •8442 OR EQUIVALENT)FROM TEMP INPUT BOARD AT RACK. TERMINATE FIEND DEVICE 2V SENSOR REQUIONS 12V, (BELDEN *8443 OR PENN *231 OR CAROL *C4062) ELECTRICAL CONTRACTOR TO PROVIDE CONDUIT ONLY AS REQUIRED BY CODE. TERMINATE TO +12VDC TERMINALS ON TERMINAL BLOCK TB3 OR TB5. 4.DO NOT RUN ANALOG WIRING WITHIN CONDUIT CONTAINING LINE VOLTAGE OR CONTROL WIRING. TYPAL COM-TROL 8 R/O CARD TYPICAL COM-TROL 16 All CARD LOCAL NETWORK TERMINATIONS TEMPERATURE PROBE LOCATION NTS Alt NTS 6 NTS Reference oniy SHEET TITLE Not part of this permit REFRIGERATION CONTROL WIRING 1 DIAGRAM SHEET R4 ,,. REVISIONS Ai BtJELDINO DEPARTMENT RESU BM ITIAL 05/09/08 ..--_-7,1 _ . _..---r_.-------,---- , Pc) ------ ,,----•;------ 21` ,--", PROJECT . ---- 1 7- SITE .„-- 99W DAR WitI ST 411111. ARCH. PROJECT NO, 5 N s - 0622 '4t DRAWN p \\ k IIIII/ 11111//1111111! 0 0 0 11) D.S.M. ---,:.,...,„-..-,,-.-, CTITERsC,K7 V.AA) SUBMI1TAL DATES BONITA RD ik5 __._ ____________ ______________ 03/07/08 es, 44*4' ..0 (3 7-CS* .., _ STORE N, O. 23 Go vool sitc,..1 øL\ 0Th DATE , 1 . TIGARD OREGON STRUCTURAL REVIEW COM?I.STE immemormemmionsesommomm CRITERIA SET W-1 arnimmo ,460 PERMIT# aor26.46 ~066-7e E. ,..*R8 "NO •N DATE C4 f214: 'f"' .4Q r. ...._c, 6, ,..,_. oz 0 tsi. VICINITY MAP RTH MILLER CONSULEIT f,;'-.:,.....INEI-.4..E.S 44MPIT.1°g ( 09"5.174,h! !CODE INFORMATION SYMBOLS AND MATERIALS , CONTACTS , bET:4.0E....itts1 MEYER; ARCHITECT: N. c‘rx4M r.., g118r3rsc) WIN CO.FOODS,LLC. BRUCE W.PETERSEN,NCARB .4t:rR211r:L7E DIRECTION OF CUT(TYR) 650 N.ARMSTRONG PLACE 5200 W. STATE STREET ' , ,) PO ..,6Q. BOISE,ID 83704 BOISE,ID 83703 -,-.--- --Pt, PHONE: (208)377-0110 PHONE:208-345-1462 2 % DETAIL NUMBER(TYP.) FAX: (208)672-2146 FAX:208-345-1532 AL DETAIL CUT CONTACT: Dave Van Ellen CONTACT:LEE LIZAMA 04F2N08Q0/ A3 SHEET DETAIL IS E-MAIL: leeipsarch.com SHOWN ON(TYP.) Z STRT WTI JR AL ENGINEER: ELECMICALENGINEER: STAPLEY ENGINEERING MUSGROVE ENGINEERING W CODES ALL DETAILS FOOTING DETAIL DETAIL TITLE 8701 W.HACKAMORE DR. BOISE,ID 83709 410 S. ORCHARD,SUITE 184 BOISE,ID 83705 Cl) ARE NUMBERED --t ID 0 ;NEI 2006 INTERNATIONAL BUILDING CODE WI 2007 OREGON STRUCTURAL SPECIALTY CODE AIVIENDMENTS 1" E-0" PHONE: (208)375-8240 FAX.: (208)375-8257 PHONE: (208)384-0585 FAM (208) 384-0765 CC * '-t.r'14 • 2006 INTERNATIONAL MECHANICAL,CODE W/2007 OREGON MECHANICAL SPECIALTY CODE AMENDMENTS 0 ' ALL BUILDING SECTIONS BREAK LINE AS CONTACT: GREG LIESHMAN CONTACT: KURT LECHTENBERG Ili 2003 UNIFORM PLUMBING CODE WI 2005 OREGON PLUMBING SPECIALTY CODE AMENDMENTS ARE LETTERED AT EACH NECESSARY E-MAIL: gregl@stapley.net E-MAIL:kurtl@musgrovepa.com rn 2005 NATIONAL ELECTRICAL CODE W/2005 OREGON ELECTRICAL SPECIALTY CODE AMENDMENTS Ilwal (z) (47 BUBBLE CUT FOR CLARITY _,T,_ 4 4 r,9 2006 INTERNATIONAL FIRE CODE W/2007 OREGON FIRE CODE AMENDMENTS DIRECTION OF CUT(TYP.) MRCHANTCAL ENGINEER: EIREMMECTIONESLGINEER: lial r4 1- ii A -/- A DC ENGINEERING PROTECTION CONSULTANTS,INC. r , CD 46c c-I. ch„„ V- 913 SW HIGGINS, SUITE 202 182 SOUTH 600 EAST i • E.4 „, 2 A5 A5 BUILDING SECTION CUT MISSOULA,MT 59803 SALT LAKE CITY,UT 84102 vz. w • 1--1 ILI '''t ai OCCUPANCY GROUP PARTIAL BUILDING SECTION-, . CUTS WILL HAVE ONLY ONE MERCANTILE GROUP M LETTER IN urn BUBBLE CUT B - - I PHONE: (406)829-8828 PHONE: (801)596-1601 FA (: (406) 829-8829 FAX: (801) 596-2561 0 (1) c") 4; 11 A5 El oc r.4 -1- cb AND TITLE PARTIAL BUILDING SECTION CUT CONTACT: TOM WOLGAMOT CONTACT: GREG JONES a $ t UCTION TYPE z la • < 00 E-MAIL: twolgamot@dcengineering.net E-MAIL: greg@pciutcom A ZY1,2...) ALL BUILDING SECTIONS --------, ILI ILI v) el aw ARE DOUBLE LETTERED BUILDING SECTION BUILDING SECTION TITLE * AREA CALCULATIONS ON THE TTTLE(ONLY) 0 tras c: ca 0 MAIN BUILDING(GROUND FLOOR) 374'-10"X 23T-0"PLUS IRREGULAR BACK ROOMS 91,802 SF TO REFERENCE THE AA 3/32" P-0" N = EXISTING BUILDING "P'ert Aft IT..11.1t tvr_i_ 11 A41 ropvirtriT AD Q V\ -r.z.,.)--r ...n.z.,..Pz.--u i k.../,.)-t,1 1-11M1.4,...GL AR.-IL,....•iL j 79,183 SF PNTIRP ri TT M tA 0-4 4-.......,- NEW-ENSION INTO ADJACENT SPACES 70'..0"X 49'-8" 3,479 SF (E)ISTING GNC&GREAT CLIPS SHOPS) PARTIAL BUILDING SECTION' EXISTING FRONT OFFICE MEZZANINE CC In NEW ADDITION (3,479 SF)+(9,153 SF) 12,632 SF CUTS WILL HAVE ONLY ONE PARTIAL BUILDING SECTION PARTIAL BUILDING , 28'4"X 115?-7" 3,244 SF LETTER IN THE BUBBLE CUT , SECTION TITLE EXISTING MECHANICAL PLATFORMS(1 PLATFORM) 4T-0"X 48"-0" 2,016 SF AND TITLE 3/32" l'-0" TOTAL BUILDING AREA 97,075 SF OCCUPANT LOAD CALCULATIONS (TABLE 1004.1.2) TOTAL OCC1UPANT (--DIRECTION FRONT MEZZANINE LOAD=2,269 OF CUT(TYR) _____ RUCE kfti frERS Oa W. STORAGE(1/300) 89.19/300 = 0.30 i / 0407 c:73) ..., • OFFICE(1/100) 1L608.75/ 100 = 16.08 A WALL SECTION CUT A. ASSEMBLY(1/15) 617.72/ 15 = 41.18 A3 BOi',E, IDAHO ,. ... NO LOAD 620.94/0 - 0.00 C,„/.1 27 75-cid:CY TOTALS 3,655.39 SF 57.26=58 OCCUPANTS ARROW ALWAYS ABBREVIATIONS ON UPPER LEFT SIDE -*11:e OF 00*%j ALL WALL SECTIONS M,A.InaL00..R. ARE LETTERED WALL SECTION WALL SECTION TITLE A.B. ANCHOR BOLT GYP.BRIE GYPSUM BOARD SPECS. SPECIFICATIONS 6 - RETAIL SALES(1/30) 63,388.85/30 = 2,112.96 A 3/4" 0A.F.F.A.C. ASPHALTIC CONCRETE PAVEMENT H.C.A. HEADED CONCRETE ANCHOR STD. STANDARD MECHANICAL(1/300) 199.33/300 = 0.66 P- " A ABOVE FINISHED FLOOR H.M. HOLLOW METAL STL. STEEL STORAGE(1/300) 17,895.99/300 = 59.65 A.F.G. ABOVE FINISH GRADE HORIZ. HORIZONTAL STRG. STORAGE OFFICE(1/100) 379.98/ 100 = 3.79 A.O.R. ARCHITECT OF RECORD HR. HOUR STRUC. STRUCTURAL KITCHEN(1/200) 5,320.15/200 = 26.60 FLOOR PLAN & AND HT. HEIGHT SQ. SQUARE NO LOAD Z561.72/0 = 0.00 ALUM. AL'UMINUM HVAC HEATING VENTILATING AND T.B. TOP BANK en TOTALS 89,746.02 SF 2,203.66=2204 OCCUPANTS 3/32" E-0" SHEET TITLES ARCH. ARCHITECTURAL AIR CONDITIONING T&G TONGUE&GROOVE CA BLDG. BUILDING I.D. INSIDE DIMENSION T.O.C. TOP OF CURB/CONCRETE 44 B.O. BOTTOM OF IN. INCH T.O. TOP OF MECHANICAL PLATFORMS(1/300) BRG. BEARING LBS. POUNDS T.D. TOP OF DRAIN 0 AIR.HANDLER/COMPRESSOR 1897.78/300 = 6.32 .1111mammim GENERAL NOTES- SCHEDULE TITLE q., CENTER LINE L.V.L. LAMINATED VENEER LUMBER T.S. TUBE STEEL 0 PLATFORM C.J. CONTROL JOINT MAT'L MATERIAL PIP. TYPICAL Z P4 TOTAL 1,897.78 SF 6.32=7 OCCUPANTS CMU CONCRETE MASONRY UNITS MAX. MAXIMUM VERT. VERTICAL COL. COLUMN MEZZ. MEZZANINE W/ WITH Z NUMBER OF EXITS (1018.1) Al. OPEN ARROWS INDICATES iili,40 INTERIOR WALL ELEVATION CONC. COND. CONCRETE CONDITION R. MIN. MANUFACTURER MINIMUM W.P. W.W.F. WEATHERPROOF WELDED WIRE FABRIC L - A9 7 DIRECTION OF SINGLE OR MULTIPLE CALL OUTS ON PLANS CONT. CONTINUOUS MISC. MISCELLANEOUS Cr is...mil FRONT MEZZANINE ooe INTERIOR ELEVATIONS OCCUPANT LOAD=58 2 EXITS REQUIRED/2 EXITS PROVIDED DIA. DIAMETER M.O. MASONRY OPENING ti-4 [--4 344 EA. EACH D. MOUNTED MAIN BUILDING(INCLUDING MEZZ._AND PLATFORMS) ELEV. ELEVATION N.I.C. NOT IN CONTRACT Cr) OCCUPANT LOAD=2,390 4 EXITS REQLTIRED/5 EXITS PROVIDED ALL INTERIOR ELEVATIONS E.O.R. ENGINEER OF RECORD N.L.A. NET LEASABLE AREA Cr) /111-4 ARE NUMBERED LEFT ELEVATION INTERIOR ELEVATION TITLE EQ. EQUAL NO. . NUMBER EXIT WIDTH (TABLE 1005.1) 3/32" E-0" E.W. FDN. EACH WAY FOUNDATION NTE NOT TO EXCEED NTS NOT TO SCALE FRONT MEZZANINE STAIRWAYS 50 WIDTH PROVIDED E.G. FINISH GRADE O.C.0.C. ON CENTER OCC.LOAD=58 X 0.2= 11.6"WIDTH REQD 2 EXITS REQ'D 11.6" /2= ,5.8"WIDTH REQD/E) IT 2 EXITS PROVIDED AND ARRANGES AS FOLLOWS F.O.C. FACE OF CURB/CONCRETE OPNG. OPENING PER EXIT AS FOLLOWS FL. FLOW O.D. OUTSIDE DIMENSION • •HALLWAY&STAIRWAY TO INTERIOR OF STORE=4'-2" (50")HALLWAY&STAIRWAY WIDTH PROVIDED(NO DOOR) I N E.O.M. FACE OF MASONRY OPP. OPPOSITE , •HALLWAY&STAIRWAY DIRECTLY TO EXTERIOR OF STORE=4'-2"(50")HALLWAY WIDTH PROVIDED . 4 NORTH NOR'TH ARROW F.F. FINISHED FLOOR O.S.B. ORIENTED STRAND BOARD 1,....4 3'-O"(36")DOOR WIDTH PROVIDED ES. FACE OF SHEATHING PLTFM. PLATFORM 0 C) 4'-2" (50")STAIRWAY WIDTH PROVIDED MAIN BUILDING F.T. FACE OF TRUSS PL. PLATE OCC.LOAD=2,269 X 0.2=454":, 12=3T-10"WIDTH REQD 148'4"WIDTH PROVIDED AS FOLLOWS • 26.55 GRADE ELEVATION CALL OUT ,, FT. FEET P.L.F. POUNDS PER LINEAL FOOT 5 EXITS PROVIDED AND ARRANGES AS FOLLOWS XXX TOP OF CONC.,FLUSH,AC,ETC. FTG. FOOTING P.S.F POUNDS PER SQUARE FOOT C) 41 FR-S FIRE-RETARDENT WOOD TREATMENT P.S.L PARALLEL STRAND LUMBER •EXIT 1 (MAIN WONT ENTR/EXIT)= (2) 12'-0"(X(LX"CLEAR)SLIDING INTERIOR DOORS&(2) 12'-0"(XX-X" CLEAR) GA. GAUGE P.T. PRESSURE TREATED SLIDING EXTERIOR DOORS(IN OPEN LOCKED POSITION DURING 24 HOUR tr) 10••••61 DOOR NUMBER CALL OUT ON PLANS GALV. GALV.ANIZED R.C.P. REINFORCED CONCRETE PIPE BUSINESS OPERATIONS)=24'-0" CLEAR OPENING PROVIDED 43) DOOR NUMBER REFERENCED IN SCHEDULE G.F.L. GUTTER FLOW LINE RE: REFER TO,REFERENCE FROM •EXIT 2(FRONT RIGHT EXIT)=PR. 32 DOORS=5'-8"CLEAR OPENING PROVIDED G.I. GALVANIZED IRON OR STEEL REINF. REINFORCING •EXIT 3 (RIGHT REAR EXIT)=PR. g- DOORS=5'-8"CLEAR OPENING PROVIDED G.L.B. GLUE LAMINATED BEAM REQD REQUIRED •EXIT 4(CENTER REAR EXIT)=PR.°3- DOORS.---24"CLEAR OPENING PROVIDED <> WINDOW LETTER CALL OUT ON PLANS WINDOW G.S. GROUND SHOT R.O. ROUGH OPENING _ •EXIT 5(LEFT SIDE EXIT)=PR.42 DOORS=7'-8"CLEAR OPENING PROVIDED LETTER REFERENCED IN WINDOW TYPES G.S.F. GROSS SQUARE FOOTAGE SIM. SIMILAR ARRANGEMENT OF EXITS (1014.2) FINISH AND/OR COLOR CALL OUT FRONT MEZZANINE(2 EXITS PROVIDED) MAX.OVERALL DIAGONAL DIMENSION= 119%0"4 2=59'-6"REQ'D DISTANCE BETWEEN EXITS •EXITS ARE 93'40"APART EXCEEDING 1/2 DIAGONAL DIMENSION XXXX MATERIAL CALL OUT DRAWINGS INDEX MAIN BUILDING(5 EXITS PROVIDED) MAX.OVERALL DIAGONAL DIMENSION=457'-3"I 2=228'-8"REQ'D DISTANCE BETWEEN(2)EXITS Cl COVER SHEET M1 MECHANICAL PLAN •EXIT 1 (MAIN FRONT)&EXIT 4(CENTER REAR SIDE)=230'-0"APART 00 KEYED NOTE,MATERIAL&FINISH BUBBLE M2 MECHANICAL SCHEDULES,DETAILS &LEGEND •EXIT 3(RIGHT REAR)&EXIT 5(LEFT SIDE)=3761-0"APART SD1 PARTIAL SITE PLAN SD2 SITE SURVEY El ELECTRICAL COVER SHEET (BOTH EXCEEDING 1/2 DIAGONAL DISTANCE) ‘111111 Ill ROOM I 000 i ROOM NAME&NUMBER E2 REFRIGERATION&HVAC PLAN DISTANCE TO EXITS (1015.1)V V FPI FIXTURE PLAN/EQUIPMENT COORDINATION PLAN E2.1 REFRIGERATION&HVAC DETAILS E3 LIGHTING PLAN DOES NOT EXCEED 250' 0 6 100,-0" DATUM ELEVATION TARGET SO STRUCTURAL NOTES E3.1 LIGHTING DETAILS,FIXTURE SCHEDULE DEFERRED 0 ID (FULLY SPRINKLERED BUILDING) Si FOUNDATION PLAN &LIGHTING COMPLIANCE Irtre Sprinkler ...a `IF XXX TOP OF BEAM,FINISH FLOOR,ETC. . S1.1 FOUNDATION DETAILS E4 POWER LAYOUT Fire Alarm .2 g VV MAXEMUM ALLOWABLE BUILDING AREA AND ALLOWABLE AREA INCREASES, S2 ROOF FRAMING PLAN F/4.1 CHECKSTAND WIRING,POWER DETAILS&ONE LINE Mcclutnical -2C TABLE 503 BASIC ALLOWABLE 0 GRID BUBBLE AND LINE S2.1 FRAMING DETAILS ES PANEL SCHEDULES Pltnnbing 4.41C GROUP M TYPE II-B 12,500 SF 1 STORIES 40'MAX E6 ELECTRICAL DEMOLITION PLAN Electrical ..... 30'-0" Truss Engineerby ...... -FRONTAGE INCREASE(506.2) f Al SLAB PLAN R1 REFIGERATION PLAN ShoP DrawinP . (EQUATION 5.2)- [ 1,015/ 1,303 -0.25]46.7/30 il DIMENSIONS A1.1 SLAB DETAILS R2 REFIGERATION SCHEDULE Other IN,.• [.53} 1.56 = 83%OF ALLOWABLE AREA A2 FLOOR PLAN R3A REFIGERATION DETAILS AND DIAGRAMS 12,500 X.83=10,375 SF INCREASE PLAN SECTIONS A4 BUILDING ELEVATIONS " CMU WALL =ZZ=ZZZ CMU WALL A5 BUILDING SECTIONS &MISC.DETAILS F1.1 FIRE ALARM/MONITORING SYSTEM PLAN •AUTOMATIC SPRINKLER SYSTEM INCREASE(506.3) A7 ROOF PLAN F12 FIRE ALARM/MONITORING DETAILS&SCHEDULES 300%OF ALLOWABLE AREA INCREASE COOLER/FREEZER BOX COOLER/FREEZER BOX A7.1 ROOF DETAILS F2.1 FIRE SPRINKLER PLAN 12,500 X 3.00=37,500 SF INCREASE A8 REFLECTED CEILING PLAN/FLOOR FINISH PLAN F22 FIRE SPRINKLER DETAILS APPROVED PLANS PARTITION WALL PARTITION WALL A8.1 CEILING PLAN&FLOOR FINISH DETAILS SPECIAL. INSPECTION RE:CILII'7:."-- 0 ' INCLUDE UN-ATTACHE!): SPECIFICATION BOOK State of Oregon Structural Specia:2y CcIde 1 - 111111 Ili' STRUCTURAL CALCS A10 INTERIOR ELEVATIONS,WALL FINISH SCHEDULE&DETAILS BASIC ALLOWABLE AREA= 12,500 SF ON FLOOR PLAN SUSPENDED PARnTION WALL . SUSPENDED PARTITION WALL Al2 DOOR SCHEDULE&DETAILS GEOTECH REPORT P Con te and Reinforcing Steel MMISC DOCUMENTS FRONTAGE INCREASE = 10,375 SF comrim FIRE SPRINKLER SYSTEM = 37,500 SF INCREASE -..- :• -.. . • . . CONCRETE .-. :- . -.. • . - CONCRETE P1 PLUMBING PLAN IS Bolts installed in Concrete P2 PLUMBING;SCHEDULES,DETAILS,&LEGEND la S. iai Monu.nt-Resistirig Concrete Frame SHEET TITLE "ptc-Einurag, EARTH OR COMPACTED FILL grat41,14„Mi EARTH OR COMPACTED FILL • BASIC ALLOWABLE AREA= 60,375 SF JR Reinforcing Ste& & Prestressing Steel Tendons W/INCREASE :4174W417.1-0M2:Ii■ DRAINAGE FILL :4-I,TO,R;A17.-WMI DRAINAGE FILL Z\ 'XI Structural Weldlng =22 Z METAL =Z:ZZ METAL CITY OF TIGARD Cir High.Strorigth roltIng COVER Approved UrioCAI /itint.71-V401 ,i X.} * 4, BATT INSULATION i'l i'l BATT INSULATION r=)nditionally Approved ti - Structural Maconry i j SHEET F)1*only the work as described in: --.:.:.:: ::•'..--:-.1.::*\-.:.-•‘..,. GYPSUM BOARD :.-.-:.:,-,..::.,..,.:.-.::::-.-.:,.:,. GYPSUM BOARD 0 Ralnforced Gyprznv Concrete PaciMIT NO.ittsag2sddz:p42tt2t___ See Letter to: Follow I I ffl%E PLYWOOD PLYWOOD 0 Insulating ConcrsZA Fiii lt4rjh._saz_ Job Addreeis: ta ■Ia7:■..:• RIGID INSULATION •*':IZ:RW:;:=:;:;:;:_ RIGID INSULATION Spray Applied Fire-Realstive Materials e y ... ........Y.....-,.....-..----,„,,,,.. Date: iv '• PARTICLE/FIBER BOARD ==:z== PARTICLE/FIBER BOARD 0 Pilings, Drilled Piers and Caissons SHEET EX L-1 WOOD,CONTINUOUS,BLOCKING 0 Shatcreta 1:3 S.- I&Grad snort and Ex ,, sno and Filling , M FINISHED WOOD OFFICE COPY 1 0 Smoks-Control Systems R Oth f?r!ni *:*,,*-.0:70,,z-n_ lit,jimpourvv_iisb;„, , -- -VV VV &L *14- --- ---- - --- - REVISIONS , -------7,-----------------______ t* Al fdo r...E......_.........._........ El - EG 1- . 1 . . gl 217 I ea 1/I 4,- z _ ( f . . _ ____ _ _____, I wEXISTIGDs _ I )e- i''' • I I" meritilii aim. _.,,, mom ;mat, inina • H„' . 1 i p„, . __ jz:,./.,,,,_ : . Y• , I ' i 99W MOUTH sT ...., 0 84,698 S.F. 111111111111111q1111 ; (I CH.PROJECT NO. 'MALMO 0622 / - AmmoN II III fil , g___41 0 , 13,200 SY. ' 'ffl'ill' PI62. /111:111:11.1 all: -°: :5:r.r7 1:1113 DRAWN L.F.L./S.L.K. I Bin z ( '.4t CHBCKED . • ,i4i,, ,,,-,, !Ha' fAll.h 114/41,41, I 111111wm, liA : TRS SUBMITTAL DATES k,.. ri, ,,,,ri,,„ ,7,77.i. ,t,• , ,,,,,, • „„. „„„ / .,, dam. lint ,:ii .,...„ _ _ _ , ______ ■ j ,,ph, iiillii ---- _ ,"" ‘ ‘,. illillt ,----- ',., llijii , , 11,14 „- 1 __,,,- ,- - .-- ,,,,-- ,,,, I -„..„-- II ,-- -- -- Milli IMO I t I stt - -- - N I I t ' _ ..„ \ BONflA RD I i .-, -..„.., - ..,,- -->. __.>- _ _ - - -- -- --- -- 1;' 03/07/08 A _ _____ , __ _ I I _ _ _....._ _ ,-----'--- ''''' .1. OTB DATE ..----' - ..._ ___ - - - ;Hi ,-- . _ -- _ _ , I liiiii, 4001 1111141, ,----- - -- - ---P - • • ,- 41114 '41° 00%0s° 441•14,41..k. most- ........ _ - ' I - 11( 'Jill' .000°. Ilk 001 - Ilk .000 _ ....--... mais., ........0 -.-- __ - I . CRITERIA SET W-1 _ 11%, ' ,-----.- ---- - aiss i Iliiiiii, gillu, ilifii 141„ - iiii 10444 \ l MI a 1 Ut'...igmq JIII ,III i 1 \ 4 ,..,', \\\401 .:-iiii-pAte ...cil 6,46., 4 ,,,, (./,,,, . . „.. la I:3 I .44, ) '4 1 limmimmit 1'3( an -1--* .1111 Z .41014 1" , 0 I .,. L ,.., 01!! !!..!, iiii;iiPig. VICINITY MAP , u NORTH ■,, , - .mwisl. w /- f......___ ii N 11. Z C\1 141401;f4104c0P9 f-,. ir3. far,.)2g,, - fangg.14.g , ......___ Cl CNIC) I Ii .,,4, 1 , ,,,,\_ 0.,...,..„),...4, ....... I gtA4p4(..) Z 0, - 2 0,1).,404Nil c6o 0 (:3 ---"-" iiiiiiiii,„„ '.--- -- ---r-------------■„___ '; I '; I i, _ OrILI$8Q % gl S7.4*,,,,, ----waltrillpikr, i , t ( 28079053 Ireellik.... "4 1 i i 4 I I I_il 1"„.,1111 1 '"-*W4V114111110114.1 ----- ,._,.....111 , 1_ j* 4, . MI alp t 11 1\ (10 0 PI S -*°0 53 '' *****%■-■,.. Ell=11 ' , -:-.7111imiHjZONimiim.,...............L.L. a V 1 0 . 2111111 .0.01.1010. I. ‘j CC * 4411,-1-11 Cl, CIA LA :::* 3'09"E Lu Ft 0 prig , ...en A Cal wij-1 Oki) • ( LIU ----- 1.1.1 ?14 0 . 8 0 FD 5/8"IR CO 0 0 / .440010.11110111111111111111.011117111.1111.21111111 0 NIL (-,-), 0 ,---.---- . • _ - • _i_ ...... ‘ /----,-+-) 9 OVERA.LL SITE PLAN I. N ' No.. 4 ;-1 ((t.) z • Z 1...i mil 0 I:4- al)cc 0_ E""4 en C14 . • . .. --• • Sillikea El) C\1 I . . . . 1411-.1\11 ill 1111-1111111Hilliirlial.1.1.11111 -- 0 ( ) * !IL A Ci . . . • / 6 . / in A Abi., 8 14 0 0/. __ __ ...I .: . ii - 1,10....01 I . ... . - 1 __ IrMIMIENIEW ................iiiiMMENNINH . 1111 :I:Dalililli".1111 I 11,Re'i 11:(3 BR E VI. PET/ SE ., . ,,, ',' .„1" 10 • / I BOISE, DAHO / 11111 111) / _.....9. % KEYED NOTES b A-4 OF 0 0 .---- , Z 4 1. BUILDING/SITE LIMITS LINE AS INDICATED BY -4eff-e Si . "IA 2. EXISTING CONCRETE CURB AND SIDEWALK s ... TO REMAIN,NO WORK REQUIRED. -I 1 TYP. OF 3 3. EXISTING HANDICAP ACCESSIBLE CURB RAMP TO REMAIN, NO WORK REQUIRED. . 4. NEW CONCRETE LANDING&RAMP,RE:Al • 5. 8"PIPE BUMPER,RE:Al CI • • / 6. EXISTING CONCRETE SLAB TO REMAIN,NO WORK REQUIRED. 7. EXISTING CONCRETE RAMP&HANDRAIL TO TO REMAIN, 0 Cip) BUILDING NO WORK REQUIRED. .. 8. EXISTING PIPE BUMPERS TO REMAIN,REPAINT, RE:Al Z (24 9. GAS METER&SERVICE LINE,RE: P1 [ .. . ADDITION Z 0 10. NEW HANDRAIL,RE:Al,A1.1-8. • 12,620 S.F. 11. NEW 6"PIPE BUMPER,RE: Al 12. NEW 3'HIGH CHAINLINK.FENCE W/VINYL SLATS; p SET IN NEW CMIT WALL; OVER EXISTING CONCRETE WAI,L. 0 nE.1.14 .4 El"."4 Co Z 0..simi ra•••- EXISTING WINCO FOODS PAINT COLOR NO. 1,RE:A4. 13. EXISTING STRIPING TO REMAIN,NO WORK REQUIRED. ciA . 84,698 S.F. 14. EXISTING STAIRS &HANDRAIL TO REMAIN. PREP&PAINT,RE:A4 i) 5 ,„4 • • . • . 15. 7" CONCRETE SLAB W/#4 HORIZONTAL BARS @ 12"O.C. EACH WAY,RE: Al. 9 , ._,.. . . 0 bi--4 p (...) 4 c, (c . Atád c crii. 0 . . . • - CD 41 1 I I) 1 I 1 I I:1 I I I Prr . Ailik41 I I■. 41* .0411/2111/21111/ . . A A • • . .4....r. ,..IONNINNONNONNO.OIL„ . . J L . . ir. • • • . . . . . .• • • • • .• . . . • • • • • • • . . • . . . . • • . . . - • • . • . - . .• . • . . . . . . - - • - . . . . . . • • . ..... *No - . 0 . . M M •ONO Ili • ....• . . . ,. . . . •. •. rr//74•"- . / . ONO=MN. . . ONO AM. OM. MONO OOPINIMNONO••110.1 0ON WOO NI.N O IIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIII•OM*. • QOM O•N O . ONO WO.NNONSIN■• •O r NM*NNW- • M , . • . 4110 0 /// • o Ili 1111111. 41) PARTIALSITE PLAN /- "N mII..................I...E NORTH 1" 20' SHEET TITLE PARTIAL . . SITE PLAN ., ----- SHEET SDI , . REVISIONS N (---.1 i---- (-) 0-) 0 o......... ....,..m, ,.. .. tilt � .,.... . ., .. . N 1 ODOCAHC SbPVEY U -c 0 0 PRC.IFS 2 AND TI-E: TO PARCEL 2 PA 11 _�1a\ RAJ 1 995-- 013 ' Z ° L OCAT-D I N SEC I I O\ 36 , TOW\ S- I P 1 SOJ T--- , RANG:" 1 WEST, WI L.FAM - E MERIDIAN, , a. CITY a= -IGA -- D , WASHI \ G ION COJNTY, OR -GON ARCH.PROJECT ' 0 ce 0622 DATE OF FIELD WORK: JULY 2006 v-) w DRAWN L.F.L•/S.L.K• G' 0 CHECKED LI) TRS 0-, N cn 5U.E.1v..1T TAL DATES 03/07/08 1'r) tilt w 1 _ EASEMENT TO CITY OF TIGARD PER BK 20, TB DATE PG 515. ```- CRITERIA SET W-•1 . KEYSTONE WAL/ 6' CYCLONE GV DATUM> tFj aA� w- _- E FENC N8&'45'21"W ► ; `� O %/'Li, ., > �`' tt 80 2 _ ELEVATION DATUM: NGVD 29 !c4 o'"� v A TP /{/, R� BENCHMARK: 1 j4 CORNER, SECTIONS 36/1 a pw°go�, 0 i Silk, a ,• -- �'` � LOCATION: TIS-72S-R1WHala p„ii ,� �, SD oo r,•:rN'; :.,. • :.,4.-• - •► ;.� -�.�. ELEVATION: 181.62 FEET U v•\/ �/% so +�' M•. SD '� ¢ SD .,,•y` '.s ':.••'O•i' •r a`' ',l{1 r a i *.tilt •• '•i�I ! y•' yMO � �, t„ ` • ' r: 'a .',. ,a. 4 cr�,,�'- 1>�'I i-i�y W6 SD ..• tilt <. V "'i' . w E-� • CONCRETE WALL ' D T •..: tilt •�• :, yQ. '. '► �. ,;! " _'- .• uww p,,.4 vo<°v - so ► :: : , f: .Q :. ::: '-`.., ,' . ► INK BASIS OF BEARINGS: ,,,,v w•�- ; tilt -o �, 0 ` ' l�e�" aor�a i CI / SO 't t=;;: •'.�:-� •.�'.. t N BASIS OF BEARING N01 43'56"E WAS DERIVED FROM HOLDING FOUND MONUMENTS ALONG THE CENTERLINE SW 72ND w �w� / " ,• Q;.: /..N4153) ••".•:-"'j �' � ;`"_�'' �' '�}' "• i AVENUE AS SHOWN ON PARTITION PLAT 1995-013. UZ v�-: �. a LONE ENCE t •. D .D .o >.. g��'�'° �i. 1►' 1►` • a Q .. 4� I QOO O 1111 00 "y '%'i•a.�• y ••t, •>.. - Y •�.',q•t - ^�t�" �o ``+ ��`J�•'��,� - r ._'•`_.`� 1 +. NOTES:0 1 E S: .0 u V H V• ilt. • c6 0 •fD •• t.:i'•.i••••r' e�•'' l� f .;•:•.: ^'�- C:s CO .l `� !,� ��t-'� �Q tr -.; ••,'''=,: o .. 0 eF ,^jJ ilk, \�►� . y r w (�'�'v2 E-+ ca ,. o ,.:..• o, z. • °,= ,.• a ,�,.,� ,,�, �. ��t_�,, r1c{� + ;I 1. THE BOUNDARY DETERMINATION )S BASED ON PARTITION PLAT NO. 1995-013, RECORDED FEBRUARY 24, 1995. ,+ O pa v ,, V rt -D .:,4-12,:!:•-......,: .i.:,•,.,,, o• __ _:-.;,./E- •o i '�� i+" II.. ■ 't`t Iii ay n U SCALE.' i1 ='0 "• � -• . -�+r '':��i��••;r N88°16'04" �-- `',•. `�, 'ni y �� ww�4.s* /. . <: c ` ' ""..4►►y7.T ,- 20 �`�`,.�,� �{ .0e +t 2. BUILDING AREAS SHOWN HEREON ARE BASED ON EXTERIOR MEASUREMENTS. w a,, vsv= ...1 IIIIMAIIIMMINIMIMIIIIII 1• 24 ". e•• 3 CYCLONE FENCE . + ` I _11i.�.,.: `�t��... •! '.. wit, 1 ii NC480P$C49 41%4 ft 0 40 20 0 0 40 �, ;,, , i 1 o �, IA::•' :.:," .. '� ► TORAGE SHED ' + I i, j I:.'_.: � �� ; ,1; UTILITY STATEMENT. �! Cp • CLONE CAN ETE WALL,_P 1�� '! • ' ;;h:`' . ''�• :,.•. ; �•.� • !l''1I LI THE UNDERGROUND UTILITIES SHOWN HAVE BEEN LOCATED FROM FIELD SURVEY INFORMATION AND EXISTING DRAWINGS. Ig ,v I r y :.,• •• ,• 11 _ THE SURVEYOR MAKES NO GUARANTEES THAT THE UNDERGROUND UTILITIES SHOWN COMPRISE ALL SUCH UTILITIES IN ,. • ::• ! ! I o to' CYCLONE ° - cO :o ` � �, I i i:Agi it. , �• 1 THE AREA EITHER IN SERVICE OR ABANDONED. THE SURVEYOR FURTHER DOES NOT WARRANT THAT THE 0 •S FENCE �s. �r, .•�:• ,� , , r�;►�( �Ii I; i' UNDERGROUND UTILITIES SHOWN ARE IN THE EXACT LOCATION INDICATED ALTHOUGH HE DOES CERTIFY THAT THEY � ' 0 \_,•: II r v y "'' '�i ;�'' , r -' ARE LOCATED AS ACCURATELY AS POSSIBLE FROM INFORMATION AVAILABLE. THE SURVEYOR HAS NOT PHYSICALLY gf-I FI 0 i--.4 'I' 1 'r-_.. • ,. •":_•' :. 1::: $ / i tilt Jpr '+• '� •tilt U1 f)i .'Mt�r :o / a:: Ell LOCATED THE N ERR UTILITIE � qa 4.11 Lc, ( .; / �. i .'.:tilt �''` , z ! � � U D G OUND S. e { ,0 J ,. CONCRETE WALL 3 CYCLONE 1 ;q � -• } Ik o r FENCE �`- -" ''�+�►�ri!,;1i.�r•�i's - .A•• '+'�'! ¢ 1 1: ;� I1�1�1• --...:.•;-,:::i-.:.;.-.:n:.-.-,-..;1 11 ,-.)» i p p CENTERLINE RO ! PER •UR 11,11V41 11111.,1 _ U- 0 = Q V)_ WiNCO N0.25160 AND •,+ :. y E N• / EXCEPTION TO .'•- ` •` --. - 0 1itIiIIi i LEG_ ,D. e STORM DRAIN AGE TABLE SINGLE STORY cv Q. 94103737 lill I BLOCK BUILDING PARCEL 2 1,718 SF il:Ir� '•' /� ^ o Q. �, +�. I t 1 f t( 4 - EXISTING BOUNDARY LINE 1 STORM DRAIN MANHOLE 16 STORM DRAIN MANHOLE JCS 0 :A 82.942 SF P A R TI TI nN PIA TP ► EXISTING _ IM 211 �9 RIM=195.08'9d; O8 .S 1;,P �. �. ,r. 1. tXij'IiNG O:ENIERLINt Rav=�,+. yy R�l�, ,�.,v� S "-''` .. - -o •`� MENT 1,413 !rtt • - .�-- �,, D � �� r- � s IM LLIIZIIIt - j ! • X (,�.�T SMA ; • + -?'�!r!� 17 GLE SY 224,221 SF i 0. I r •� W - O OCK BiNG ► , ! '�'�,PARTITION PLAT 5.15AC 1, 5 25.570 FFER LL . � • a� IR - UNDEROUND IRGATION LINE,� Qi .°', IE 14" CPP (S} =185.23'• „ 1995-013 BLOCK BUILDING HNC• fIRDDTNENG '1� ►' l� i� 'I ° SS - SANITARY SEWER LiNE STORM DRAIN CATCH BASIN ( )!', . s = 'r"� IE 10" CPP W =185.34' v J49,677SF GNC °, 17,206 SF WOODL& �ss �? !�h ,.`` ! I il.2 iI CL .. - RIM= { ) ,:. , SING LE STORY o� •, r -44 I t , SD STORM DRAINAGE LINE 1E 10 CPP (N) =208.57 FLOWLINE=185.40 * C�c�, -+� 1 2.6 2 A C BLOCK BUILDIN ° `, �.�( if . :t to • li.:,,.'1,1_1:1111:',11:irjifirirl;:,?''.i*il'il'illik.e",„ ` °` 1E 12" CPP E =207.52' O�!, 0 E - UNDERGROUND ELE CTRICAL LiNE ( ),n i » 18 STORM DRAIN MANHOLE•i�+, a. <•" © _ ! r i I -. , r _ T - IE 10 CPP (S} RIM=191.87 '� _ ' / � ! UNDERGROUND TELEPHONE LINE�� +' a .. ' + �4 r� ►'. IE 12 CPP (W) _r tilt c P (N} -�,+ r- 1 , I FO - FIBER OPTIC DUCT LINE SUMP- 07.52 14» 29' -'-�+rp- _ - -- � f'',�.�'• � tilt _ r_o•• - -2 f t i't l,Y t' -t t5 1 y 9 a tilt Yrp 195SF i "' %' `�"' "�? mow.-.fi r • -,R; 9 ' {3 °" ��II: •i CL ` G - UNDERGROUND GAS LINE 3 STORM DRAIN CATCH BASIN 1E 14 CPP E =182.15 allowlIMinsiewii:' �� iitl ,tilt V rr U;' �G +P• ,r. r' ► m CONCRET: ♦ CONCRETE W +. e o a1' />, r i ,CT) i +•' � �_�� I i I � � D 1/2 IP - B !L IN FA E RIM=212.11 IE 12 CPP (SW}=1 82.41 � I ` i � � IE 12 PVC (N) =209.36 FLOWLINE=182.25 �d- - SUMP=209.44� � FE` te 1� �'1�'� i lip -e c`r" lk,i 411∎11' r '* + -, ;� ,�, - EXISTING ASPHALT SURFACE 19 STORM DRAIN MANHOLE 1 f t jj `` I RiM-188.84 I * , V.1.1:0„, aI J/ �>�� tr> - �■! < �rt .,;�y,- i .0_,0 �I-- r +,� ` '" �lr+�►P; ►`, �. ri� _r' 4 STORM DRA}N MANHOLE , ,./ ! � ..,7 ',� �..� -1' j ��_�* l"".�y1 '' •�• K,,1S wor c .1`, ..?r�. ..:`.: - tilt• t I� `� r �;E., • ±+� j !c� RIM -210.74 1E 14 CPP N 174.51��I i ��r �r 11� ` •8' 4 �ri ��I. - tjr� ,Er R •l�: J tsc ;,, , `� �i `� ..• ► Ia � � ! d - i CPP N =20 .64 IE 26 CPP SW =174.07�1 �� i V EXISTING CONCRETE SURFACE '> " '�;; 1►' _� .. �r r � F*.. CO r+,,., ,. 1 Ti ; , E 36 ( ) 2 { )� � 411111; �!�,�.,�if1r�111!! z � •. � 1 � � ) it, 101fr 96'o, '4 y 1 4 '' N ill //tr t r SUMP=202.50' :;;;;;',' illP III AL �� 1 - a c . �' DENOTES FOUND QUARTER SECTION CORNER AS NOTED ',' ►. g\�. .w i #� o BIKE o +►, ail,. I S F5r:::0 E�I� .. . a .� ,fir�� , 20 MANHOLE�� 1 - DENOTES ' a ;. / o I � '1., �, `.+ i � D 3/4 IP SUMP= 1E 14 CPP (E) =194.30 BOISE, tAti 4•0010 !, �► ,, ► , �,/ �► r i��+. 11f1iR L '•t,+. O - DENOTES FOUND MONUMENT AS NOTED. 1E 14" CPP (W) =194.17' a � ,►� //1! „ : 6 STORM DRAIN CATCH BASIN IE 120:: PVC E =195.13 11i Sc -, `� ;' �( � , ORIGIN SPECIFIED 1F KNOWN _ ( }DENOTES FOUND 5 8" IRON ROD W/YPC STAMPED "ALPHA ENG., INC" E1M 8"1 CPP SE = 209.87' IE CPP (S) =194.09 ll . ,,,,, \; i • = ' i `� �, t'�"� off; • - / ( , }- IE 12" CFP (S) =194.13'■ •�� rt ■ , Oi „I,--�.; �� ►t�'��rf':�� # SET PER PARTIT{ON PLAT N0. 1995-013 SUMP=209.77 >�c,�,. \ j ,-ti 1, t FLOWLINE=194.31��,.. I ; �., IN '' !r+'" - ��, I ;�t�i . + UNLESS NOTED OTHERWISE V D r . SD •� til r� • / , N� ! � vFll. f 7 STORM DRAIN MANHOLE;!_. i D _ - Lil X16., .,,fig . , ��yr,, i _ " a _ ' 21 STORM DRAIN MANHOLE O M '►" s0 C _SD • _ �i.,.,tl� f CE? DENOTES FOUND BRASS SCREW W/ ALPHA EKG., INC WASHER RIM-225.47,; y �` 114 1 r lG Sa ...r, SD .. j �� Ii,"�i.7t:, li}t± -. SET PER PARTITION PLAT 1995-013 N RIM=198.63' �--- '`,� It , �� ►11 r�! ,� • • ��< c� ( !r •+ I E 14 PVC { ) ».� ti. !� i ,, .•f►' •-�► . 1 rr ( �� - .f • __ X11' ►�1 cn �}; J1 » !E 14 CPP E =191.33,.-:r I� t !� <... �i -........... :. .p �..ar/ ,,�� t 7 T W IE 14 CPP S ( }-=_ f ,•.t r Q I , • •• ��rt 4, I,r d- ` UNLESS NO ED OTHER ISE O „ ,i� 1 ,� r 1 a-�` •' - �� .y �` r ��1, �" �h! - r_ � .� ��, ,„� , ! s• == >, » I E 14 CPP (W) =191.09 I I.� �� ,,. �� 1"- • �� • "` �, �.. � ` '` �!: ��.�-�"'"-. � �=-:.... � ��,.�_ ;� ,►.r-.--,. f iG ►' , . '� • © - D NOT S FOUN 5 8 IRON ROD W YP STAMPED THOMAS WRiGHT iNC fE 12 PVC (W) =220.67 >, '��►,,,f ,��. 'rim•► s �!��1 � � �.., �, - ,Ir �i.�:�3i��G'�i�. ,.•'+f• • ti,� � �Ie�'►d�7 �• �, • • = w� `` iN MONUMENT OX SET P R SN 25 681 j FLOWLINE=220.50' IE 10 PVC N 191.19'�i w ,1 14 � ,� i � , !. ,! t� B E FLOWLINE=191.37 ��-'.�� +�■� . t"+�...�.. z ."• S STORM DRAIN CATCH BASIN�� , �,�� • : t r �� UNLESS NOTED OTHERWISE �/ G•' - �'/ � �� I � "� ,��ri1 5o GV RiM=225.01' 2 STORM DRAIN MANHOLE `► � � � , / SO � �.�1 �� (� - GAS VALVE » � � L� '�r f , N � �, iE 12 PVC (E) =221.11 RiM=179.58 �.�/ •� ff► � �� ,,.. -__// [Ji - GAS METER SUMP=220.21 1E 16" CPP (/E =173.73'r' � � ; :_ D 2 iP fE 16" CPP W =173.77' I °A . ,, th �1 , i - SEE SANITARY SEWER TABLE 9 STORM DRAIN CATCH BASIN ( )ff■ ,� � 1 � > � a � IE 12 CPP (N) =175.23 , ,'�; � Cp _ RIM=22fi.82 >, > ( ��'i� .,�►► ! ' �+ 1 o SANITARY SEWER CLEANQUT IE 12 CPP (S) =175.08 ��1� ► 3 t '�� !, �S �" � (: 1E 12 CONC (NE)=225.27 , ( ) 10" . �� ,,` � `�+ ,� ��t�l�� ;? �- ' �; �; ' fir• �} - SANITARY SEWER MANHOLE iE 18" CONC (N} =225.22' FLOWLINE=173.80 N . ��I ��r , ' HOLLYWOOD VIDEO :! �; IE 1$ CONC (5) =225.12 so 1 ' SINGLE STORY I!. *� � ! - SEE STORM DRAINAGE TABLE 2 STORM DRAIN CATCH BASIN s 1 �� i ( •. SUMP=225.32 , ��✓ �t , +•NCRETE ALL " BLOCK BUILDING a �j I I - CATCH BASIN RIM=179.18 5,x70 SF ! iE 12 CPP {S} =176.83 1 ,,044.& -� - C TCH ASIN - TAPPED TY E 10 STORM DRAIN CATCH BASIN a,� A B R P SUMP=176.93 "� . RIM=226.88 lk 111 r I O ,� - ..: , I wJ I I CURB INLET CD r /�' STE �� Q. 1E 12 CONC (E) =225.53 2 STORM DRAIN CATCH BASIN� i '� ' '; ��Ill lit r" ! � © - STORM DRAIN MANHOLE IE 18" CONC N =225.53' R1M=179.19 I 0._ El".4 El"..4 C) Z '! • :r' . , i D WA air .r. 0 ( )'�M` `� �`� (t►- ,'� ,r+ ,� :: r ,� � �� `% ''# '` l/1� u;' • �' ►' r _ IE 18CONC S =225.28' fE 12" CPP N =176.74' I- �•J��. �"�.�k� 'F ,.- -„ f AREA DRAIN ( } ( } V1:NT �`�, >r. �►.f/ l ,� � jr t c, .� ,,fit a=` "'!/'',r ► .,r _ SUMP-176.89'�� 5 � i �� .� ' ;, '� /,� �� !' SUMP-225.28....\\v_ pm,_. ,_ °w . i. �'"=,'1;3..,. :,�� : r -1� i :RD ROOF DRAIN r- o ci �...ar. ' ` T`, ;'M;�` ', �" *.- ..__ 'a► iC co r_ ° � 1 L/1%! • - > •wi - - - - � 11 STORM DRAIN CATCH BASIN 2 STORM DRAIN CATCH BASIN �` rf N �� • :.m v; ` w .rv:I l�,.il�11a[�!►i♦1r�� `�„ I - STORM DRAIN CLEANOUT ' , 5 °' t m o •� �,. ; RIM=228.04' R1M=189.88 a a l 1111111111_74_ o oNC' a � ^ J� -a. - FIRE HYDRANT� � i > o � �+; cn I�I IE 12" PVC (N) =226.39' IE 12" CPP (N) =187.48' �� I:`.. •t! �, • ..�.�,..,rr-,�� , -,++, ,..rrr t�•r,1 j , f`'��' `L #' "�R'�"ra ��+ "�* � - / i{ _ FIRE DEPARTMENT CONNECTION fE 12" PVC S =226.44' SUMP=1$7.48' {( �� {-:�,..� _ :`H •' ♦ff r: l� ( ,) 1_.I. �� P4 '"�'"1, SUMP=226.39�� E3 - WATER VALVE i� ',� �, " #� �� "� `' 26 STORM DRAIN MANHOLE I O a Q�p `'�'1► -- _ , '' �;,. fI�/IIn ��/�-.r`.I1. " lika.,.... • e - WATER METER 12 STORM DRAIN MANHOLE - ac:.a�,..r��► , ±'1A� 3i :� 111111.1 RI M=190.21' -190.21 1111 NII R . - -� - ` RiM=228.38 fE 16" CPP (E) =181.77 I �� a�WALL �, '4 '' ./... I - •. - "`,► .` . ` ;�' ;`"': I SPRINKLER HEAD I• �► , .� .rr A ••,...� � ' _•�h.. 6.\0 .,41 IE 10" PVC (W) =223.44' » _ > �. �._. �, �+ 1E 1fi CPP (W) -181 73 5 _ . 16 •. ` +�a •-or-." ~""�w. -, �, 1 .. _ IE 12 PVC (S} -223.28 °� _ �� R j CONCRETE WALL �'1�`+`► ?�''� ! \ SPRINKLER VALVE 1E 12 CPP (S) -181.96.n 4 t '*\�� ? ,� FLOWLINE=223.40 >' - 3.91 !jKETON �. FLOWLINE-181.86 `7 - w, '� • • •t' a3 ,,,' �'• �`' ` D 5/8" IR Con Cm) 4. .. ♦�,•- ,- . , ,l - GROUND LIGHT m.��' 6' STEEL FENCE ` ,� ,. ` ► ;t 1,�; i - STREET LIGHT (COBRA ARM) 13 STORM DRAIN CATCH BASIN,� .. r� tj rn , - �- , 2 STORM DRAIN MANHOLE ' : ,� .,r, .� T, . -ti.. ,!!. . . RIM=228.09 RIM= 193.21'�, 10 RIGHT •F WAY D ��:yy- o i140 �,,� It - ELECTRICAL VAULT RIM 193.21(- "'�`'�i' `: '+000MENT MBER 9 " ':�'; ' 'r '" ~ t e" '': iwf �' a ® 1E 10" CONC E =223,54' " _ ' ��S ��"'o,�T, 'A"44.': , :: . �,�iiit LIMP=2 2. 4' » ( �� C.. �� `� <-;, ►1 ��/ ® ELECTRIC JUNCTION BOX S 2 6( ) IE 16 CPP (E) =186 32 �' i �� 'r► %`�. „ >• , �:�1 l! II N' Q - TRANSFORMER =187.72' F""� IE 14 CPP (N) i•�� _z-+�1a�. . E DTH PU C SIDE L , ,� . ,.. s *_ `� r 1,��`s �i I ® - TELEPHONE RISER 14 STORM DRAIN CATCH BASIN FLOWLINE•=186.59 to 44, RIM-229.7 . -y �. "'' +r►s �.- .- • _;•�e + TO - TELEPHONE MANHOLE »�.�� '�'`�a -=� -'r�`�l j► �► v, . '� �' �I !, L_ � j 1E 10, CONC(N)=228.05 2r STORM DRAIN CATCH BASIN �' i t - PARKING BUMPER iE 10 CONC(S)=228.06 - �,,. SD ''�,D -`'`'•� � -'�.. �V`''4 � S , � Ill � �' Cr-41 ., �,�C'_ �� \I: � RIM=197.00'�: ''mss _ �•.: ' OFFICE _ 5) -19415,,, o SUMP 228 06 -,.. , � , •, !E 12" CPP ' Vr` ., `''--�� r`"` T= .;y E'� MAX S !i : , ® - SIGNAL JUNCTION BOX SUMP-194.35 - z 5/$ '" -'""'!► Y' :SD�' � � '?� , SINGLE STORY tj,�� •r Q BADLY BE "'/ ""`�• ...,„ ' - -�,, � ��.� j,� t . ,� ;: M��: BLOCK BUILDING ;; f� ® - STREET LIGHT JUNCTION BOX 15 STORM DRAIN MANHOLE 4:11 401) '� tilt, t � `� • �,. *!`► . © �''��, �R G 41.,11,i a =x`9 6 �' (:,,,,,. 23,148 SF ��, � � �� 1 „ - ` r �� r • t: /' RIM=196.64 - STORM DRAIN MANHOLE .� .� -- �w1 tki-a•-17-Y.- j` a .00 •, ,,, t h�r I w' , - HANDICAPPED PARKING SPACE IE 14 CPP (E) -192.14 _411111111 ,,,��-.. i% �_ SD `7 �`-;� : 'i » ,' PARCEL 3 ►',M!i �� {E 14" CPP (W) =191.86' RiM-197.76' U �`� (� ' '�►.-�,, .� �: ,1 Leo PARTITION PLAT ►� �:� �-lir I - CONIFEROUS TREE'J "-tilt. o �..... �'� .!.+'++► ``°=::_` .. >�.. r 'a' \�( , » ,r } IE 8" PVC (S) =191.59' 1E 16" CPP (E) =191.19' w�. a''...ftlft.... 1111r.ft 4 4 0 j �~` �._- •. .r/r �- r m FLOWLINE=192.10 iE 16 CPP {W) 190.86 R -. ' rt - -�_ §� 2 5 2 1 W 1 - 1`► T/>�! �'~"�► �''-�..� -:��./I�ri/ '�� 1 0 " 995 3 '' `�" MANHOLE iS FULL OF MUD IE 12" CPP {5} =191.46' 28 ' 'r �_�_!;�,��\► �'' _ ,.r` �',t� I \ i 6 5 284S F 9Ilk TR �► �� •,,, _- ��//� I,,,r �. .:• .111110.....11, �, .ij DECIDUOUS TREE ELEVATIONS ARE IE 12 CPP (N) =191.50 W � �``�►.. ANN" . ►tc s „'�'j''`~-- II/ .-. ~'`.•.,,, 1.49AC r �IM� t FLOWLINE-191.19 .` ` i. ' �4. K - CONCRETE WALL ,1��i) i� CO - • ..� � �► rfl k �, ,r-.. g UNKNOWN CLEANOUT � litop.Atittr ..4'- `'`'�, '� - l� STP 3l_J STORM DRAIN CATCH BASIN" - - C +r. � '�, t� kV.-• ..• '�l • _ - RIM=197.44� "` � �`'�``,,, � `�'`�•w'r .�� ,'. 'i ; o STAND PIPE'''�.. � "•'`'`.•�. _ ?�� 3�rr+� �;'" t,. _ 1E 12 CPP N •-194.69 •- sO �, 57 55 4 UNKNOWN MANHOLE ('} 12 RIGHT OF WAY DEDICATION PER r it •, _ 1trail.►a"``t.�,,,� Itittak.„, •� t . � `..: ;. :��•� 2.39 _" �� SUMP=194.79 DOCUMENT NUMBER 99-118498 -- `�• 4°. ", ��`''�`� � � _• t+/ i!� ` "1from r..r, , E- - GUY WIRE SANITARY SEWER TABLE:LE. N 1,.,�� -. ''r 4-.•.=,�-• '*,-�^ _ »�.+t •��! r-�t" _+ -U- - UTILITY POLE SANITARY SEWER MANHOLE CI "" ►G'..�� _ . * ±��,r•..,. ....�.._.. .. .._. ,tilt..._,. , _..• 1�� . L�� RIM-211.97 FD 3/4" AC � `-- �:.. '`•�,,.__ ._--�•, _. �. �l Q - UNKNOWN RISER (- REGISTERED .• -.. J •i•'"`► a�l + r =?: - .- �.:.<< �', � �� ► :;) 2 8 R A SS D!SK C ) r� _ �- ''`� _ ! '��'`..y�''"�!L±""!' �J. �. t•Ei�...'��.�`�►i�.v'�.`�'* '�'� ►-,� 8 P vC N,s 1/4 CORNER -_ a~�""`�• so. ►,�► ..-- ; -- -,.--_.......- ,,,...,._----,_,,,,�_ ��[,:..,..� W ,.•��,.�II� MONUMENT BOX - UNKNOWN UTILITY VAULT PROFESSIONA SEC 36/1 ' � , '''"'" "�" ►-- .' T R SN20,942 ® 10 PVC (E,W) -- '►�,.� �� .. � r '�`, • "', ;;'� SD-� © _ FLOWLWE=199.88 LAND SURVE` 0~O`"��,. , : ,� .►. �� 1 D C �,sD .�. SD BOLLARD -'�.►�► I� S$u + • o - FLAG POLE A TARY E MANHOL LfD S NI SEW R E- __ RIM=210.52' : n■�rr� ��+�>r�r�■�. �tlRl ,� o - GATE POST .1 N ii FD 5/8" IR W/YPC _ `��"�'"```r!� +'1C'��, �1 �,. tilt �� sS Ili ss 55 �' NO FLOW ,: �""`!,� 1 `"''":"� �` `'i i I= _ at RY 0, 2006 `"�... .- �� o MAILBOX STAMPED W&H •�., .� �' „ ,,,....�,� ��t o \'err GALL1 PACIFIC SET PER �' R WirrMagillaftlikil ,� ®`e' fe 76970 �. - SIGN 3 SANITARY SEWER MANHOLE SN30,065 » IR o • t RIM=176.30 FD 5/8 '`"��..,, �_�` - DOUBLE POST SIGN r- : ".�"""-.- ---- �� 32 PVC (W,E) AL DATE fi-30-07� � -� RPC - DENOTES RED PLASTIC CAP FLOWPVC (64.58' 12 RIGHT OF WAY DEDICATION PER - DOCUMENT NUMBER 99-118497 FD 5/8 iR C, R"!�•'� I' YPC - DENOTES YELLOW PLASTIC CAP t.t.)"\ ,1 - DENOTES ALUMINUM CAP 0 SANITARY SEWER MANHOLE • ' S.F. - DENOTES SQUARE FEET RIM=188.96' DATE 12006-08-03 •-- C. 0 12" PVC (W,E,N) S.N. - DENOTES SURVEY NUMBER PER FLOWLINE=177.50' DRAWN I BJJ 0 COUNTY SURVEY RECORDS SURVEYOR I PDG FD. - DENOTES FOUND 0 SANITARY SEWER MANHOLE RIM=200.52' CHECKED i XXX 1.R. --- DENOTES IRON ROD 12" PVC (W,E,N,NE) PROJECT # I WNC6888.04 I.P. - DENOTES IRON PIPE FLOWLINE=188.78' SHEET TITLE TOP 0 SHEET TITLE SHEET NUMBER 7 Of 7 SITE OF 1 SHEETS S•LJRVEY FOR REFERENCE ONLY SHEET SD2 EQUIPMENT/FIXTURE SCHEDULE 40SOMMOMMINIM REVISIONS LOCATION/ EQUIPMENT FRUNISI1ED BY INSTALLED BY EQUIPMENT DESCRIPTION - _- ROOM NAME NO OWNER CONTRACTOR OWNED CONTRACTOR MISCELLANEOUS_ CART STOPS MAIN SALES GE33 • • CASE CORNER GUARDS MAIN SALES GE21 • • INTERIOR SIGNS MAIN SALES GE23 • • REFRIGERAT'E'D BEVERAGE MAIN SALES GE31 • • MERCHANDISER STAINLESS STEEL MAiN SALES • • • 0 0 0 0 0 CORNER GUARDS • 14,8 ,0 0 0 411) 0 WALK-IN COOLERS SERVICE G L 14 • • DEPARTMENTS I I WALK-IN FREEZER SERVICE GEIS • • DEPARTMENTS I ■ I I I I I I . , «a y N�GUARDS � r�r e 4 EQ a .. a� a.l V J ' •( ( i I I I 1 I I i I I PRODUCE _ _. __-- - —_-- - .. _.., ... .. I - - --- - --- - - - --_- _-- - - - - -- 1 CARDBOARD ( Y) _ JUICE MERCIIANDIZER MAIN SALES _'---- PR 1 3 • • 0 ___--_ _ - I i ____ __- __ ____ _ _ _ .__--______ __ III! - I I ( COMPACTOR PALLET RACKING _ PRODUCE DRY ROOM BR 1 5 • • PORTABLE PRESSURE PRODUCE PR15 • •• ARCH.PROJECT NO. ' ' I 1 WASHER DRY ROOM . i "- II 1 .�r.--- Y STOREFRONT 0622 I _, _ ! L JANITOR __a_. ■-�0 A `, A.111-11111111. I METER DRAWN CHECKSTAND/RHTA MAIN SALES SL23A • • L.F.L./S.L.K.NMI CHECKSTAND MERC;H. SALES GRO3 all 'RIGHT HANDED /r�]�+/r� ; El 0'-_.._ , - r i CHEf�KLD__ _. __ _ ____ _ _...dr.--ormitezioweirmormzewerteozoworizormozedwormizowmrimr.,..e4wemomit.wweirmlo, _______ _ _ _____\ f FILTERED WATER. MAIN SALES ( E34 • • TRS I 1 RECEI VINT I I -_.__ �__... _�.._ ________ � DISPENSER.____...._____.________ � OM , ll ` , , 39'-10" PALLET 11RACKING FROZEN FOOD MAIN SALES RIF02 X_\ 4'x 4'OPENING FOR ( �2 ) i • • SUBMITTAL DATES 1 E RECEIVING COMPACTOR CHUTE _-_____ f _. _--_ FILE , I , ♦,'.'' I i GONDOLAS MAIN SALES GRO1 • • 03/07/08 (N} • I 0 / ��_. I / I // ;` I STORAGE i A r INTERIOR FOAM LETTERS INTERIOR SL25 • • T- j 1 11 / M/D BAG SALAD MAIN SALES REI't}4 • • f F 16'°1" PALLET� 2RAGKING t' A TE I 41 a __ I �__ - u v � ; or-, ° ; M/D SALAD MAIN SALES REF06 • • I i DRESSINGL 1 PRODUCE _. tam IAfil.�»r1M:r. r W/MISTINGLAIN SALES REF 11 • CRITERIA SET W-1 1�SIN M/D FROZEN SAT MAIN SALES REF 10 • • ___-- i - t ,,; �_- i 16'-1" PALLET RACKING I ; NUT BUTTER MACHINE MAIN SALES SL12 • •4 9'— I 1 I (R) ELEC. ./ •- _ II i _ __ ( 1 PANELS ` � - � a�pH z 0 1-.• .......14......-.-...............................--- _ ca o t PALLET RACKING MAIN SALES BR15 • w - — -- — - - — — -- idirl- C/ !�" BULK FOOD • a A�o I _ PREP. 81r DRY ,. U ©w o i � _ —:. �i 16'-1" PALLET RACKING 1 �/� :8. � Q„ i PRODUCE END CAP 112AIN SALES PR17 • • w'�o-OM= I ��., ; <2 92") o STORAGE �, = PRODUCE a= , E-' �' a 1=' i 1 II COOLER I PRODUCE RACKS MAIN SALES PR 16 • • o H ===, IIll D , L 1 , -�-'-- - - � - :; _ _ - - - - - - - - - - - - - - 2'END( ONDOL ) MAIN SALES GR10 • •I o G A E FROZEN DAIRY/ ' = c = • 1 i I r 3 END(GONDOLA) MAIN SALES GR11 • • m: 8`ff,/4,`?..i MEA 1 w� ,O :1:Iiii + I MEAT L, I I O BLOOM I ' (E) AT vs 1 i c7o oa 1 I COOLER , , 11111lillllllllllil - I CO .=rail BOX I = COOLER FREEZER _ a� 161.111 PALLET RACKING (25 DR)ICE CREAM MAIN SALES REF 14 • • t o z°v MEAT I _ B /' : 0 161_1" PALLET RACKING (2 &! 92") I ,/ r�G�� -I.OF; i it L__ __-._ lif I :� �w-; ___ (MODIFIED)t1 N cow (2 92") ' SELF CONT. axU�zvv 1 I- �Ji_"'.'="" -- SAP i _ I 10 4x11 8 - . MAIN SALES A op„WAo - ;, o MOBILE MERCH, a \ 0 (EL MEAT J � — N ; or', • ( / • • �� III ,a i 1 GROCERY U I PRE _ . BULK STORAGE �g°Lo% I iimmilm, w _ + 211Et I ®` h� BULK FOOD PREP.- I } I ° ..,,�° , RACKS BS03 • •--- - i ! r &DRY STRG I o W ' II ,'� ' ` �,,,�, -- PRESAUE/ t h ___�._� - _____. �__ �` i i ,- " 16-1" PALLERCKING ! ---I T { ;Tr ::J iI -- ►_. i �„- N ',r..j I 16 i PALLET RACKING (2 @ 92 ) BUILDING War .,.� �; (2 0 92 ) SCRUBBER 1 COOLER I _ _— �•,� --' 1E1 I � I a _�� E[ALLWAY o WASHER TRAP PRODUCE DRY LLII I R�v ►1i .� �� (N} �,� {N) INSECT BLO2 • •El 1 � ,� �� , 7►I , / BULLETIN DR PRODUCE ROOM (on ` _ gal ) • i� (E)DELI / (E)DELI COOLER (R) WATER �'l ORDER Y ROOM BUILDING RECEIVING �r r'' --- r 1 1 ' _r `, I1 V�ASH PREP E_IMIll © 'a� © __ HATERS , DESK Y■.i ` ' '�"" i ' 1 INSECT 31'-11 PALLET RACKING ! C?A *Fd:I: b)C '-'Ir: \ � RECEIVING ROOM BRO1 • • (E)SERVICE DELI rs. ° ° MULTIPLE LLI E.1 („7 F1-., 4' —4r— 1 ______ ______ _ ______ ___ ___ _T____________ I — t _ I Ii j _ _°r`` _ ° �' _ _ _ _ I _ _ _ _ PALLET RACKING BR15 • • +C.'3 W ' 1111 9-- --- I- .. , - _ �C 1 I o LOCATIONS OP Mil I II II____._ _. __- _-_-,-__ ``FROZEN MEAT BULK CANDY `J° • . "7. f _ _ EXIT CORRIDOR � Fi . w �..� ' i7'-s1 59'-2'` 23 DOORS REACH-IN i-RuZEly FOOD CASES `1- (N) CART ' ' ' ^` -� 'HONEY +-NUT BUTTER / = W �. v Al en Ip 1:'''.10 w:12'-6" 79'-9" STOPS 161-4" 3'-6" ' / ofil c(2 z 4.1 ,-.,i, cri/ r.....,P -,t. a, ' / I HIVES MACHINE _ 6'x 7' I `--STAINLESS M STAINLESS L, , t'- co i!1 7.4 g ► I 1 '_ CORNER h CORNER 11 0 Q cc W �- g - I STOPST ' oliev ' 1 I GUARD N GUARD 1PRODUCE r W f-1 0�•O 20'-0" M/D CH ESE CART STOP g z I..• CD ' (M 191_7,1 FROZEN 11 "IL% I co UJ W 00 cl E o (N) CART 27 3�' 1311" /N ■ 6'x 171" BULK N0.1 CABINET °„ GOESE o LOW BULK FOOp ' 6'x 17'-1" BULK LOW BULK FOOD �� -_ _ _ _ _ _ _ _ _ _ _ 107-9 42 DOORS REACH-IN FROZEN OOD CASES °"""' �,w END CABINET END CABINET i �' F. NER 1� �►�au��,!►•�r��• ��►�► Imo►+��►� �� '�+ A AL A. r- A. A►. A. A A. r•. 1. A. �. - A. A a� r A. - .. i. A a.. . \ r,. a ar ar .. .. . .. .. .. ..�.., ,. .. .. .. .. . .... .. 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OF 2) �� - ' _ A :�Sl�i�s JM�w��a ,�i�S�a ..�n�i� ..►i i'�.'.'rte L� © ; i a u`+' i �� ri.�I.��r'r��it.�a��sri�+�� ►T�.�i�f- '.��- r '4 irrr� 1► W 1 ( 1 1 :IV'V U riU NI"n 2;KN/ Ni.■+d !1 ∎t1 1/''i/2 �NJ N/'H\h 0,�.�/ �/ 1/ • P IJ , D I 1 �tll' {(�10� 1 �p �r,:�rt+�a�ir��ri�r'�s ir'�ra�rr �rlit� krii'.ri�ir 1 tti�r .r4iti;..ri0 ir4ir� -- ------ 1 O 1U 4, ► al o® o® %, a3 I 1 2'-0'--- 171_1" 1'-10';,1 16'-0" 2'-0'--.� 171_1" 11 101;,--\ 61_0" 81_0„ 101-91, 41-2" , 8" / / / f / / I' .( ,( / ■ +n , 20'-0" MID CHEESE _ CART STOP T BULK FOOD LOW 4'x 4' v I I LOW BULK FOOD i 1 ,_111 LOW BULK FOOD 6' '-10" NO.2 CABINET a, END CABINET BULK FOOD p END CABINET 6 x 17 BULK END CABINET x 22 BULK `tn .• �r are .. . r ar Orr v'ar• rrar ar'ar a■ . r'ws• rr ,r m rr .•v n' w� tLitN rr?it,t4t;;ItAgL EN t'.147 11 tti'1n4:Ngit Grit;_*=t}it!ego, '!it,■ri�"4it�it� 4115":,. r7��`. I r 7 t r r �' ♦ v► r C3 _ '. i ' ' : N'N/ ii , �� ^..�r`' ,.r+.i�r / �,MOM. MS I I �® ,,ri:••11,t i.. , i., t9t ,• •,.,it it, 1 4 ;' i► 0,1! N TAN�.►(!irirtiN; V , as rt rt.•r, •►•i Fo_ _ IP �►�..•rrw•rrrir� :�rww i..r�.r�r1�.��s�re►+ir►wrr A' CE W. P�#• SE 0 . r____ ---e3- - ---e 1 3 — _ . — —-— —— __ ___ 1 0 •'�� El - 2'-0"-, I 17'-1" 1'-10'-1 16'-0" 2'-0" 22`-1011 21_0,1,1 61 011 4'-0" 8'-10" 4'-2" 8" '� I► `iv) I , / / , / / it / / / / / BOISE, `DA HO —•.,--.- " _. .---. = I , ' 161-0" GONDOLA 1 ' .. $ i■ (MATCH EXISTING BASE DECK) z . OF 0%*V 1 o I ! I, 1. , ! 1 16'-0" GONDOLA I■ (MATCH EXISTING BASE DECK) ' Q M I I I 1 1 a i ` � � �� 20 0 GONDOLA I _ (MATCH EXISTING BASE DECK) o 11 ■ M WU , , to % l ' 1 r:::::) 1 I I 20'-0" GONDOLA I rn I I (MATCH EXISTING BASE DECK) , ° -I--__ -I----------I { 3'-5" 2'-634" I- ( , 24'-0" GONDOLA 1 J 0 0 —�=1 �— — �—Ell WM (MATCH EXISTING BASE DECK) 0 all - _ ___,..._ 0111 Z r:".4 I I I I (MATCH EXISTINGNBASE DECK) 1 , 1 I I i I 24'-0" GONDOLA (MATCH EXISTING BASE DECK) 1 CZ EmliZ NM I .. In Mall —_WWI . _-. -1 MN 4 r --) / 0 i'lmmi I 1 24'-0" GONDOLA 1 i V.[ �"�ca (MATCH EXISTING BASE DECK) e E--1 E--i 0 Z n 0 J I I I cii) 0--1 (...., 24'-0" GONDOLA 21'_7" 4'-1" I 29'-3 " 4'-1" 20'-0" 4'-2' r :" I __ _ m _ _ _ _ _ - _ _ _ _i____ - - _ ■ (MATCH EXISTING BASE DECK) 141' r / i / / / i' am•Z 5) /....; .■8.3 I N ----�=� �--�—�--�_--�----�--��-_- M r ' 291_3„ PRODUCE RACKS j 644 1 1 75'-3" PALLET RACKING (9 97") (MATCH EXISTING"BASE DECK) � 111-411 ' 751_311 I I , , o o So 0 I 1 —- - - - - - - - - - 1 - - - - -32 GONDOLA - - - - - - - - - - - - - - - - - _ - _ 1 I JJ �- Q _ _ _ _ _ (MATCH EXISTING BASE DECK) _ !III !I!I!I!I!II °z h �_�r-�I -�I _i 29 3 PRODUCE RACKS 0 Cl.) 0 ri::: p 1 I I It II i , I I —- - - - - - - - - - I - - - - - - - - - 32'GONDOLA - - ' - - - - - - - -- _ - - - - - - - - - LtiLii ..t I I 4 I , 1 , , , ,32 GONDOLA (MATCH EXISTING BASE DECK) N 1 CHECKSTAND 0.- 0 29'-3" PRODUCE RACKS \ No 1 (E}BAKERY I ' ' I RHTA (TYP. OF 2) ill, I 1 Eic w Nm Y / I III rill rd III N_11 �� U o1 U°a C'`'` E"•�_ `� 32`GONDOLA i'..-) -N ,, ill IIIII ' ' ' (MATCH EXISTING BASE DECK) ' So �9 h �,,, ._ n.w a.w 1 ill_J i III i I II- ■ I i I ! i i 3-5,�� 2-5,�-1 3 1/2 , -mot t ill" 1 I I .�U 32'GONDOLA(MATCH EXISTING BASE DECK) 0 { -, BAKERY f 'i I , il ,' I�, ' i I °t''' 1 FREEZER ' r. jr III r 1 r t r 1 1 ' t r. i M 1 f �� 1 �, 1 :�. 1 o - _ --- _ • 411) . �i clll cili c I i Ill clll cll! r II i Ili can cull E 111 IlI illh III 111 I1I lII li iii o N 32'GONDOLA - ( I.___ , (MATCH EXISTING BASE DECK) , 1 01- t I 1 1 � I 11. ;� � � � � � 1 I I 32'GONDOLA CASE , 2g 3 PRODUCE RACKS 8 JUICE � (10 ��_�� i I 1 i I 1 1 I I , (MATCH EXISTING BASE DECK) I C)RNER I yu , ; I I I ( ( GUARD MERCHANDISER 1 e r r/ _ { { ! , r 111 i '� i i i 1 l t w w _ W/ IN PALLET i- 4'X2'(2) TIER I 1 _ I 1 (N) MOP U: U c�d v°a'LL UNT _ / iii �� 11 �� II �� -� Ii I� -� �� I ,zz zi, I� SHELVING t24©0") SINK �� ISW BOX oo �� ►'' CART IIIIII:ll 11111 i<_r i POT & (N) 3 aw n.w STOP II E 2)8.1.1t1tRY ri TO OL COM . ,_ „ 1_ ” 1, 1_ " 1 r I 12'-4" M/D 12'-4" M/D DELI, _RACK SINK / 29-3 PRODUCE RACKS �, 4 3 4 / 4 2 4 i 10 CASE ,1 � I I T 4'-i" 20'-1" 8�f► ♦ ii 1" ' x: PIi s /�'� •� �,.�'.� 3( �e 9ALL2TR53_ ,,,, , 1 REFRGERATED r CORR]CDOR 2"x41-0"II i SELF CONT. 1 (E) (MET) WALL I I I 1 MOBLE MERCH. 1 1- SHELVING I 1 Q r' `i ___..___ _._ -__.___ ! ,. r E J - - _ _ - -_- _ _ _ _ _ - _ - _. _ _ _ _-- - _. _-__ I 11 I EN __J I I ;'j ! i II Ai 1t1 it I ' � ! z = Qr❑ ❑ ! �;1 ,� ' r 12 I E CASH - — _ _— _ _ _ _ _ _ _ __ - - - - - - - - _fl O ,.. STAIR — -7' a Q Q ❑ I ! iii ::: - 4111:/ , PI acv r E I ni----1:1 STORAGE J STORAGE (E)RECYCLING PIZZA i N i CUSTOMER } } ,EXIT E (E} ____ (E)CART __ _/w. - _ LOBBY • I I STORAGE i r,� BOOK - - ==- I I �� j (E}STAIR 1_ It 11 I I --r KEEPING r- l 1 n�n 'i ! t i I , I 63 7 PALLET RACKING (8 92 ) ----- i_. i -- PIZZA 1 I �� C OLER i r i , I el 0 ❑ I ;,; I I i� A I�' ... _I --- - it G r 1 U i ` ' ,-� ll_ fl� i _it (L• iL ' y .0 >__1 u ,_ —1 1 _ i1 iiiiii{iiiiiiiiifiAW AKiiii.04%/iii�i{{irii{�iiiii�{�r.:rZiiiiiiui{ii�i.1.61 Miii�{�{iii{iii{iii a J i_J 1__I L...1 4...._t II I I 1 TEO i3 0 Jib 11111111 1 491_61, I I I 1 I 1 �' —--- , SHEET 1 1 I I I 1 ! f r I I I I I I I FIXTURE PLAN/ I I I I r EQUIPMENT , i i i I I , I coo COORDINATION PLAN 0 0 0 0 0 0 0 0 0 0 CB 0 0 FIXTURE PLAN/ ,I , EQUIPMENT —,..................,,..., SHEET NORTH COORDINATION FP 1 1 PLAN 3/32" 1'-O" - EXTEND VERTICAL JAMB REINFORCING MASONRY REINF. LAP SCHEDULE i TO FLOOR OR ROOF DIAPHRAGM STRUCTURAL NO TT S BAR SINGLE DOUBLE REVISIONS 3/4 "ter . TOP REINFORCING STEEL // cr) #3 , 19" GENERAL: REVISED DRAWINGS • t N ......iv_4 �� #4 25" 30" 15.All concrete masonry walls shall be reinforced as follows unless otherwise / 1 \ PER CITY OF TIGARD ■ ► #S 31" 47" 1. Specifications: For more complete Information see specifications, Where noted on the plans: J.A.B. 4/1/08 0o CONTROL JOINT IN FOUNDATION Ir. , �� P #6 4561::" 70" conflicts between these notes and specifications occur,the more stringent P WALL TO ALIGN WITH CONTROL KOL ,�� `� `�� of these shall take precedence. REVISED DRAWINGS �1. „ JOINT IN CMU WALL #7 98 / \ PER CITY OF TIGARD t tL!!!1` - _ _ 2. Dimensions: The structural drawings shall be considered as a part of the J.A.B. 4/20/08 r complete set of Contract drawings, including the drawings of all `� 3/4"DEEP (3)#6 3'-0" NOTE: disciplines. It is intended that the Structural drawings will provide MASONRY REINFORCEMENT F., A AT(3 CELLS sufficient dimensions to locate the primary structural elements and members. a E•-4 REVEAL,EA. pilal AS SHOWN Location of secondary members which are affected by systems detailed by _ 1. CONTRACTOR MAY USE MECHANICAL others may require uire reference to the drawin drawings of other disci lines and la layout LOCATION BAR MIN. LAP LENGTH A `11614 o OR WELDED SPLICES AT HIS OPTION. and coordination by the contractor. If dire conflict between dimensions 31" �'` w ` `'' of two or more disciplines is encountered, such conflicts shall HORIZ. BOND 1#5 BAR @ 31 H O I, 2. SEE MASONRY WALL SCHEDULE FOR be resolved by the Architect. Do not use scaled dimensions.Use written BEAM EXCEPT @ 48" O.C. 4 VERTICAL REINF. EACH REINFORCING SPACING AND SIZE. Y .4 O SIDE OF CONTROL JOINT , #5 HORIZ. dimensions or where dimensions are not provided,consult the architect for ROOF r 11Ik 3 IN MA NRY REINFORCING HED E• clarifications before proceeding with the work in question.�_____ BOND BEAM SO SC UL . r t PREFORMED GASKET I!( (1)-INDICATES SINGLE BARS HORIZ.AT 2#5 BARS 31" (1)VERT. v �I ,, SEE STRUCTURAL NOTES (2)-INDICATES DOUBLE BARS 3. Typical and Similar Conditions: All concrete is reinforced, and all steel ROOF @ A&K CENTERED ++ REF:ARCHITECTURAL V 1►", FOR HORIZ &VERT. members are connected to immediately_adjacent members shown on the plans IN WALL 24 ' i`► !l FOR JOINT FINISH ` REINFORCING. unless specifically noted otherwise. Where specific details are not called HORIZ.AT 5#6 BARS 54" ji OR 40db - 4�■ 144 / // / // = out,typical details or details shown for similar conditions shall apply, BOTTOM REINFORCING STEEL �j Q> d ' subject to the structural engineers approval. ROOF @ 11 4: I 44■ NOTE: Cy / `r' 4. Special Conditions: Refer to Architectural,Mechanical,Plumbin and VERTICAL 1#6 BAR @ 41" pTi VERTICAL REINFORCING 1. CONTROL JOINT SPACING NOT TO EXCEED 26'-0" O.C. U.N.O. � �i pp g' ALL WALLS 24" O.C.Electrical drawin s for location and size of blockouts inserts o enin s SEE SCHEDULE AND DETAILS 2. STOP HORIZ.BOND BEAM STEEL @ CONTROL JOINT curbs housekee in ads de ressions and slo es not�shown on the Suctural FOR JAMB CONDITIONS EXCEPT ROOF AND FLOOR DIAPHRAGMS. SINGLE BAR DOUBLE BAR P g P P P„ drawin s. / /1//�� ` 3. LOCATE MIN OF 2-8 FROM EDGE OF OPENINGS drawings. - - _ ARCH.PROJECT NO. OPENING OR BEAM BEARINGS. MASONRY REINFORCEMENT 5. Omissions or conflicts between various elements of the drawings, 0622 specifications,notes, and details shall be brought to the attention of the HORIZ. BAR CENTERED D�,WN & CONCRETE CONTROL JOINTS TYP. CORNER DETAIL LAP SCHEDULE structural engineer and resolved before proceeding with the work.LIZ�TTEL ELEVATION 6. The contractor must submit in writing any requests for modifications to the TYPICAL REINFORCING LOCATION JAB,RB . al 0 SCALE N.T.S. 1" l'-0" 4 1" 1'-0" plans and specifications. Shop drawin s submitted to the structural CHECKED SCALE N.T.S. e gineer for review do not constitute "in writing"unless it is clearly VERTICAL SEE DETAILS SEE LAP noted that specific changes are being requested. SCHED. GL,BW �--��- @ JAMBS A7. Deferred Submittals: Where Structural components are fully or partially SUBMITTAL DATES designed and detailed by the supplier or fabncator,complete shop.drawings NOTES: and calculations, signed and sealed by a professional engineer registered m Vertical Bars:As noted,plus added bars at corners, intersections ends, (4) #6 BAR the state where the project is located,shall be submitted to the structural etc. as shown on details. JAMB WIDTH engineer for review. In addition,a copy of these documents shall be 16"y submitted to the Building Official for approval in accordance with Joint reinforcing at 16 o.c.maximum. IBC Section 106.3.4.2. 03/07/08 /,�►�,�/// I //,��///' � /��//' / /,"�,�/ The following items are deferred submittals: ��=�� = A. Open web steel joists and girders. 16.There shall be a minimum of 1" of grout all the way around all anchor bolts. ��./!// / �./��/.��f yl!v .p �`p� _`� - ° B. Steel stairwa s and shi s ladders/ latforms. 17.All rebar that is to be welded shall be grade A706. a1%■ �" E IMP r '� Y P platforms., � �'�,��,','�� .��'�,�� '�,,��,,� C. Metal plate connected wood trusses. & .r1 ':A D.Vertical and Seismic support of Mechanical Equipment and Ductwork. CRITERIA SET W 1 ��`;�� Nisi E.Vertical and Seismic support of Plumbing and Electrical Equipment. STRUCTURAL AND MISCELLANEOUS STEEL: PROVIDE PREFAB. F.Fires sprinkler placement and support.Vertical and Seismic support. ( 1. All steel work shall conform with AISC specifications. CORNER&TEE G. Roofpdraina a and piping.Vertical and Siesmic support. 2. Plates and shapes ASTM A36. (ASTM A992 for Wide Flange Beams and Columns) �rnw c (2)#6 PER CELL } illig JOINT REINFORCING H. Temporary Shoring. 3. Tubes ASTM A500,Grade B. H a g o �' FOR TOTAL RE D �� TYPICAL. ++ I. Soils Improvement. 4. Use E70 electrodes for all structural steel welds. A •N SEE LINTEL SCHEDULE c 3.0 MASONRY LINTEL SCHEDULE P S. Bolts ASE A307 for connections to concrete. g a°4 (..7g=4°° filithi #5 HORIZ. a Aa @ �, 8. Loads from construction materials shall be spread out if placed on framed Bolts ASTM A325 for steel to steel connections. Bolts to be snug tight z a o o 5 w A r- o SEE STRUCTRUAL NOTES �, BOND BEAM MARK BOT. ELEV. MIN. DEPTH TOP&BOTTOM JAMB JAMB COMMENTS DETAIL floors or roofs. Construction loads shall not exceed the design live load except bolts indicated as S.C.to be fully tightened. ° waow r �►\ (4'-.0" O.C.MAX.) n y g � H�aaa,xa W� a� FOR HORIZ&VERT. ( ) ABOVE F.F. per square foot listed in the Design Criteria. Contractor shall provide 6. Roof deck= 1 1/2 B,20 gauge,painted. Connections of roof deck are shown ¢ v H x- 0° REINFORCING. REINFORCING WIDTH REINFORCING P q P g g P W O o ■a 1 adequate shoring and or bracing where structure has not attained design Roof Diaphragm Notes/52.2. Roof deck to be continuous for 3 or more spans. -Ix qI h W w o al L-1 7'-4' 24" (1)#5 24" (4)#6 5/SO-1 strength. Provide copy of ICC Evaluation Report with roof deck shop drawings. c N *SEE STRUCTURAL NOTES FOR HORIZ&VERT. 7. Steel 'oists shall be specifically desi ed for the loads indicated an in x4 rn i1i 1. CMU PILASTERS TO SET ON CONCRETE PIER OF SAME SIZE.EXTEND VERTICAL REINFORCING INTO FOOTING WITH ACI HOOKS. 9. The Contract drawinggs and specifications represent the finished structure. accor ce with the specifications o the Steel Joist Institute. Shop drawings REINFORCING. PROVIDE#3 TIES AT 8 O.C.FULL HEIGHT OF PIER. They do not indicate the method of construction. The contractor shall are to be prepared by a registered engineer in the statewhere the project is o z ° -rovide all measures necess to rotect the structure durin construction. located. Sho drawin s must be reviewed and a roved b the en ineer of record 41 ao provide asY protect g g PP by g t7o�"oF» ��a W Such measures shall include but not be limited to bracing and shoring for and the building department before installation. U o z o ►� Q M .n f H U c loads due to construction equipment and materials. 8. Reinforce openings with additional metal reinforcement and closure pieces as x a 6-›., a F; r,., ,c) required for strength,continuity of decking and support of other work g N o Di o QUALITY AS SURANCE: shown. Where deck openings are from 15'wide to 30"wide,and are not w o rn 000 supported by structural members,weld a 1"x l"x1/4" steel angle to underside ,4 a �' O 1. The owner shall employ qualified special inspectors to perform inspections of deck at n ht angles to ribs. Extend angle 3 ribs beyond each h side of g o -`A �4 in accordance with Chapter 17 of the 20 International Building Code. opening and weld o bottom surface of ech rib. Reinforce opening side 'w ° TYP. JAB OR END DETAI : TYP. �TERSECTIO� II�ETAIL Qualifications fors ecial ins ectors shallinclude current ICC g a.rallel to deck ribs with a 12"wide 20 au a steel sheet laced on to MASONRY LINTEL SCHEDULE P . . . P . . P r g p .P 6 Certification for the discipline indicated and a minimum of one(1)year surface of decking,welded at each corner and at 12"o.c. along each side. 1" 1'-0" 1+' 1'-0" Z 1" 1'-0" experience. Refer to project specifications for detailed requirements 9. Provide Special Inspection to meet the requirements of IBC section pertaining to testing and ins ection. Inspection reports shall be furnished 1704.3.General contractor shall provide a minimum of 48 hour notice to E 10" TS COL. to the structural engineer ofpecord in a timely manner. Observations made special inspector prior to any field welding operations or installation of by the structural engineer of record during routine site visits will not hi strength bolts. U /� 2)ANLGES 4x4x 1/4x4" constitute special inspection. The items requiring special inspection for 10.Headed shear studs to be Nelson Studs by Nelson Division of TRW or an O �✓ 4'-O" O.C.AT EXISTING this project include the following: approved equivalent.Automatically end welded. OND BEAMS . PROVIDE P 11. Headed concrete anchors(HCA)aril deformed bar anchors (DBA)to be by • 1) 5/8"O EPDXY BOLT A. Cast in Place Concrete: Nelson Division of TRW or an a roved equivalent.Automatically end welded. (� ■ (1)#7x24'-0" ►►r►r !; 0 pp W ■ A.ANGLE W/6 MIN. EMBED 1. Verify use of approved mix design. 12.Non-Shrink Grout:ASTM C 1107. T.O. LINTEL \ c i 2. Provide sampling and testing. �. _ c /, 3. Observe formwork and location and orientation of embedded items. Q C)•P i o / �.,_ 4. Observe placement, conveyance,consolidation,and protection of W 1- O o■ BASE PLATE concrete. LINTEL REINF. ■ VERT. REINF. ,L#.d•��J 3/4x11x14 i 0. _ • E" U SEE SCHED. - ■ WA�W`�� B. Bolts installed in Concrete: RIGID FRAME CONNECTIONS cn W o - j/ o NOTE: 1. Verify bolt size,location,embedment and projection. • w Z■ ■ a NOTE: 4„ 1. RE: SO-11 AND SO-13 FOR TOP AND W �,II 11 w A ■ 1. PROVIDE(6)#6 VERTS. INTE�DIAI L CONDITIONS. C. Reinforcing steel: 1. Materials: Submit mill certificates for all steel used for Rigid Frame Connections. Ct��' ' ■ AT JAMB EA. A-A i \ 1/4 Material u ed shall c m 1 with f 11 r fr m n • Q 1 #6 24" O.C. `� I A 1. Verify type, grade, size and condition of rebar and pre-stressing steel. s o p y the o owing equ e e ts: o_ W A�■ . @ , 4 a END SEE DETAIL .A 2. Veri fy rebar tying,location,clearances,cover and required lapp lengths. 1.1 Girders: Girders shall be ASTM A992. W E'""-� • • 2. EXTEND#5 HORIZ.AT 3. Provide continuous observation of welding procedures for rebar. 1.2 Columns: Columns shall be ASTM A992,grade 50. Muligrade material ?>'' A ,,� SIDES OF OPENTNG TO TS 10x8 4. Verify location,cover,clearances and anchorage for all meetin A992 ade 50 specifications will be acce ted.RECEIVE MECHANICAL V g gr p■ O ■ ■ ::: i pre-stressing steel. 1.3 Plates: Top and bottom cover plates, column cap plates, shear tab plates W a COUPLERS AT TIME OF i and continuity fates at rigid fr h 11 be ASTM A572, • O p ame connections s a a ■ ■ INFILL (E) 12x16 BASE PLATE ! D. Shop Welding: All work is to be done by an"Approved Fabricator." • - - grade 50 or multigrade material. Multigrade material meeting A572, Q °o O P o ■ ■ CE 3/4x11x14 W/((2 i to the s ecifications fors ecific ins ection re uirements. grade 50 specifications will be ace ted. (,� N■ w ■ ■ 1 #7x24'-0" PILASTER ---: ---: 5/8"o A.B. EPO XY P P P q 14 y-►- �1 ac,J#,.>> 1.4 W 14 col. Base late 11/4"x 16"x 2-4" A36 . `r' ( ) �� plate ( ) LINTEL REINF. ■ E-+ ■ p EXTEND 4'PAST ;::; ;: TO E FTG. PROVIDE E. Field Welding: SEE SCHED. / 0 OPNG. @ EA. END 3 1/2" MIN. EMBED 1. Veri welder's certification. sT`t v Continuity Plates: Thickness of horizontal continuity fates shall be not less than IND o .., .• r __ 2. Continuous Visual Inspection: T:2-6 Ait.0 pR„�- 'T girder flange thickness less 1/4",nor thinner than 3/8". Install continuity plates ,• ,,��;; (E)CONC. SLAB a. Welding of connections for "Special Moment-Resisting F : es". �� with direction of plate rolling parallel to column web. ,...; g I •r�,.. 116'41" b. An weld other than a single ass fillet weld less than 5 16" 'e ' e. Q e Fare�► : y p y B.O. LINTEL , • =1 o c. Refer to 20( IBC section 1704 for non-destructive testing rquire - ts. w,E,L , 3, Installation of Plates: Install top and bottom cover plates on girder flanges and r. ,g ' B.O. I_. :-•_. ; 3. Periodic Visual Inspection: In addition to periodic visual inspection,prove cola mn cap plates at rigid frame connections with direction of plate rolling inspection of all completed welds for the following: parallel to line of girder. ,� EXTEND VERT. REINF.TO p P ,g P g ° at MAXIMUM SPAN IS 16'-0" �y a. Fillet welds less than 5/16" in size,metal decking, steel studs, RECIEVE MECH. COUPLERS �y cold formed steel framing and stairs and railing systems. 4. Welding Procedure Specifications(WPS): The contractor shall develop a WPS 1 AT TIME OF INFILL acceptable to the engineer for each weld. The WPS shall be submitted for review F. High Strength Bolting: Periodic Inspection by the engineer accompanied by the welding electrode manufacturer's technical ' `' t 1. Verify jomt surfaces and hole dimensions are in accordance with literature for the filler metal proposed. The WPS shall follow the requirements of iL IhTTEL L- 1 CONS TRUCTION LINTEL T S TO FLOOR COININECTION code and plan requirements. AWS D1.1, andspecify,at a minimum,the following: ode p a , , 174+46)11% ON 8 „ ,; 9 ,; 1 , ,; 2. Verify that all bolts are installed and tightened to prescribed A. Procedure identification , tension requirements. B. Base metal identification .9�� 1 1 -0 1" 1-0 i. 1 -0 ' C. WeldiJweldin process HERB. D. Type)32G G. Structural Masonry: YP. .O g =��_ OF GIRDER 1. Sample and test masonry components in accordance with the E. Position of welding U ii F. Filler metal specification EXPIRATION QAI ' provisions of the specifications. - - ---A4 2. Inspect laying of masonry units,mortar joint thickness and tooling, G. Filler Metal Classification 3/16 {E)ROOF JOIST removal of mortars fins, and cleanouts,where required. H. Number of passes(single or multiple) . Typ 3. Verify size,location, spacing,hooks and lap lengths for vertical I. Welding current 3/16 and horizontal reinforcing, corner bars and lintels. J. Welding Polarity PLATE 1/2x1OxFULL DEPTH 4. Inspect anchors bolts,joist anchors and other embedded items. K. Pre-heat and interpass temperatures EA. SIDE 5. Verify ize, spacing and embedment requirements. L. Controlled cooling requirements (E)ROOF JOIST 6. Veri grouting techniques including placement,vibration and M. Welding parameters(electrode diameter, amperage range,voltage range, �Y�' g q gP p 3/16 1" re-consolidation. travel speed range,wire feed speed range, and electrode stickout) UZIOOF 3/ 6 <I'&B 7. Verify masonry protection and cold and or hot weather construction Q 3/16 1" T . 2 ANGLES 4x4x1/4x4" procedures. 5. The welding parameters are a function of each electrode. These parameters N shall be developed by the fabricator in consultation with the electrode 4'-O" O.C.AT EXISTING p y H. Chemical Anchors: All e ox resin or similar anchors shall have manufacture. The fabricator shall submit with the WPS a copy of the OND BEAMS . PROVIDE P Y' electrode manufactures technical information to confirm the parameters CD• ,L\ _` - �, (1) 5/8"Qi EPDXY�BOLT Current ICC,or equivalent reports,providing information relating to listed in the WPS. 3 16 4 ... �.. ' ...�..,... EA.ANGLE W/6"MIN. EMBED installation,embedment,edge and other clearance requirements. 0 / ..... ... _ 1. Verify field installation is in conformance with manufacturers z P4 incr::.1 - - requirements. b, The filler metal used shall have a notch toughness not less than 20ft-lbs. At-20 degrees F as measured by a standard charpy V notch test,ASTM E23, 3/16 4 "' "�,,,,� .�� I. Foundation Excavation and Structural Backfill:As recommended is soils y 12x 16 _ in accordance with the applicable filler metal specification referenced in . investigation report. AWS Dl.l :i c:. J. Non-Shrink Grout: Inspect placement and test for compressive strength.°`�`�`�`�`_`_" PILASTER P P P Z E„,„„,,,i F=' •-•: I .f 1-e� 1" 7. Welding electrode diameter: Limit welding electrode diameter to 7/64 in. 0 t }::: I DESIGN CRITERIA: E r 4 8. All welds shall be started and ended on run-off tabs where practicable. 2)ANGLE 4x4x1/4x4" '-' 1/4 1 sCa) cDZ [„ _1 E 'j ' 1/4 l. Used 2006 International Building Code and 2004 Oregon Structural Specialty Code. �' �''''' : r=:= g g P �' Run-off tabs should be formed in accordance with AWS requirements; ROOF W/ 1) 5/8"O v=;: "��7'`= PLATE '' ., ' 11//44 /4 e:, 2. Design Loads: weld "dams" at the beam flange are not permitted. Run-off shall be M� PDXY BOLT.PROVIDE �:••. l/2x10x10 Y A.A. Roof: D.L. =20#/SF.,L.L. =25#/SF (Snow). removed after welding and the flange ed a shall be ground smooth to �'"'� 6"MIN.EMBED. 1 /4 ,• L. ��*�� '� 3. Wind load=90 MPH ex osure C Iw= 1.0. g g F-'1 '�__. -� ,- ..� P remove notches,nicks,gouges,etc,and magnetic particle tested for defects. A -• - A 0 ,,..,'� ''++,ti..v.:„ �...- 4. Seismic: Equivalent Static Force Design Procedure. ti,_P-1 pa.1 ' r.:: 1 4 �`�,. i.. Seismic Design Category D, Site Class D. - / 1" �' • _ _ f _ g r3' 9. Back up bars, if used shall be removed from the girder bottom flange weld, C.::}:.; :.; 4" _ \\... .: ,_ ,, Ss= 1.062 SDS=0.761 the root weld back- ou ed by air arcing and the area magnetic article tested _. ,.. g g p V }• i••••: PL l x 15 1/4x l'-4" t�_... ;.. 1-- .'''' S 1 =0.372 SD 1 =0.411 for defects. The weld shall be re aired and reinforced with a fillet weld er�1 �1 1 4 1"/ RE: S2.1-7 1 f R 4.5 -Intermediate steel moment frames. AWS D1.1 requirements. Removal of back up bars at top flange of girders is ' -- ANGLE BRACE Ie= 1.0. q P P g g �••< t== r desirable but not mandatory provided proper welds are achieved. C.) E is l: (E)1 r..: �..:� TO BE REMOVED p 0 PL 1 1/2x10 1/2x4'-4" (E)ROOF JOIST 1 - ;�..• '� FOUNDATIONS: 10. The contractor shall keep a copy of AWS D1.1 at the job site for use by the 4.1 ^ TS 10x8 GRADE 50 SHAPED ANGLE 2x2x /16 EA. SIDE. DISCONNECT E)ACTS LE �.,,� .._ - . ' P g RA inspector, engineer,or owner. (E) 12x16 G 3 S / 111'-8" 1. Follow recommendations of soils investigation performed by Zipper Zeman Associates. CMU WEB MEMBER FROM TOP CHORD t _ __� �.... 2. Maximum foundation soil bearing pressure used=2000#/SF. Q C:IIIZ p PILASTER ;.��.r.�.,..C� AS RE BRED TO ELIMINATE CONFLICT PL 3/8x6x6 F.V. g P O CA PL 1x8x10" W/COLUMN&CAP PLATES. i:: i:: 3. Subsurface soil improvements are required per soils report. WELDING INSPECTION FOR FMS ONLY: ''��`-`��'�-'-�` "- :: I;; Soil improements are to be by the soils improvement contractor. f i REATTACH TO TOP CHORD. PROVIDE PL 1/2x4x8 W/ The anticipated depth of improvements is 4'-0 below exisiting grade. Z C.) 1 (2)ANGLES 2x2x3/16 IN LINE W/WEB MEMBER. 2) 1/2x5 HCA'S Welding and Inspection for Rigid Frames shall com ly with requirements 1,•■•••1 Cs.) c,,„ 0 to 4-0 O.C. i:: i: TS 10x8 4. Backfill shall be com acted to 95%of maximum dense in accordance with Al. and procedures oulined in AISC 341-05,Appendix . 2 ANLGES 4x4x1/4x4"1/4x4 „ COLUMN RE: S2 ,_. P 'density P PP l j )4'-O"O.C.AT EXISTING } ASTM D 1557. •. E �4��.�•I,• OND BEAMS . PROVIDE MATERIALS: • ' 1 (1) 5/8"0 EPDXY BOLT EA.ANGLE W/6" MIN. EMBED CONCRETE: A-A 1. Mix design shall be established in accordance to Chapter 5 of ACI 318. 2. Minimum cement content=517#/YD, foundations;=550#/YD,slabs. 3. Entrained air=5%(± 1 1/2%)for all concrete exposed to freezing(fdn. TS TO ROOF GIRDER CONNECTION ROOF JOIST MODIFICATION110,; ANGLE B CE AT BALL walls, ext. slabs, etc.)„0 4. Maximum slump=4 1" 0" 1 1" 1,-0" 5. 28 day strength fc=3500 PSI. • Special inspection not required per IBC 1704.4, exception 2. Provide concrete with 28 day fc=3500 psi for durability. 6. Concrete reinforcement ASTM A615,grade 60. 7. Minimum rebar lap=40 bar diameters. 8. Minimum concrete cover over reinforcement: Concrete cast against earth 3" Concrete exposed to earth or weather. . . 1 1/2" Concrete not exposed to earth or weather. 3/4" 9. Provide Special Inspection to meet requirements of IBC section 1704.4. 1111111 41)111 General contractor shall provide a minimum of 48 hours notice to the special inspector prior to pouring concrete. 10.All rebar that is to be welded shall be grade A706. 2)ANLGES 4x4x1/4x4" MASONRY: 4'-O"O.C.AT EXISTING 1. Concrete masonry units medium weight shall meet the requirements of ASTM C90 OND BEAMS . PROVIDE and ASTM C33. • (1) 1/2"Ø EPDXY BOLT 2. Level 1 special inspection is required. Provide special inspection to meet EA. CMU 52.1-9 FOR DECK TO requirements of IBC section 1704.5. General contractor shall notify ANGLE W/6"MIN.EMBED CMU WALL CONNECTION. SIM. q �' • special inspector a minimum of 48 hours prior to grouting operations. ��n. o BASE PLATE 3. fm= 1500 PSI. 0 1111110 1/2x11x6 4. Grout fc=2000 PSI. Grout mix shall conform with ASTM C476-proportion ANCHORS: ,■"',, N by volume. 1. Epoxy anchors in grouted cmu cells;Hilti HY150,ICC ER 5193. 0 �,,��„ 5. Mortar type S. Mortar mix shall conform with ASTM C270-proportion by 2. Epoxy anchors in ungrouted cmu cells; Hilti HY20,ICC ER 4815.Use only where ..•'� volume. specifically noted on plans.'iii!1 , .-� b :...: ;,��„- o ` _ my 3. Hilti Kw• Con II screws into cmu,ICC ER 5259. 6. Masonry reinforcement ASTM A615 grade 60. .o 7. Joint reinforcement ASTM A82. 4. Install anchors per manufacturer's instructions. ==�. -H 8. Minimum rebar lap=48 bar diameters. 5. Alternate anchors may be substituted for approval. Submittals must include 4 1/2 " 1 1/2 " :: .,....;0 - // ;i• N 9. Use running bond except as noted. �..; g P applicable ICC Reports. .. _`'°' "' 10.There shall be a minimum of 1 #5 on all sides of and adjacent to, every ►� opening which is less than 48" m both directions. Where the opening is 48" A-A 1 /4 ; in either direction, a minimum of(2)#5 bar shall be used,one bar in each A A ='-: _'"'. r = i of the first two cells. In either case such bars shall extend not less than• 3/4" THRU BOLTS :.: (E) 8" CMU TYP. 24"beyond the corner of the opening. 24" 3/16 / 11. Joint reinforcement: V .-::: I i @ 24 O.C.MAX. _::: 1 Side Rod Wire Size= .1483"diameter. i TS 5x5x1/4 --_ ; i e :-•:::1 N ::-i Cross Rod Wire Size=.1483" diameter. (E)8" CMU ' BASE PLATE f : ++ i j lap= SHEET TITLE (E) 8 CMU 12.Minimum joint reinforcement la = 12 inches. .:'�3��4 1/2x 11x6 W/(2) :•: :-- 13.All cells containing reinforcement shall be filled solidly with grout. ::: "' 1/2"O EPDXY BOLTS oo:_!��.. .... :!� :.�• for pumping egregat Grout shall be a workable mixture suitable fo without s ion ::: TO(E SLAB. PROVIDE `__ J '- thoroughly by t::. ) _ and shall be thorou l mixed. Grout shall be consolidated ted b mechanical 4" MIN. EMBED "'- :: ��ammot� vibration during placing and reconsolidated after excess moisture has been (2 ANLGES 4x4x1/4" :r �'`"�•- 2 ANLGES 4x4xl/4x4" absorbed,but before workability is lost. The grouting of a wall shall be : AROUND OPENING ) , completed in one day with no interru tions greater than one hour. r'' °' (E)CONC. SLAB ••-•• r r 4-0 O.C.AT EXISTING y STRUCTURAL : O _. :�: 14.Allpreinforcing shall be placed prio r o grouting. Vertical reinforcing I PLATE 1/4x3xCONT. OND BEAMS PROVIDE bars shall be held in position at the top and bottom and at intervals not NOTES• (1) 1/2"O EPDXY BOLT farther apart than 200 bar diameters. Typ EA.ANGLE W/6" MIN. EMBED 3/16 r3 @12 .,. () .,,, ;;;; NOTE: : TS Sx5x1/4 1. TYP.AT HEAD,JAMBS AND SILL. } 2.VERIFY OPENING LOCATION ELEVATION,ETC.W/ARCH. DRAWINGS. -`' -- i 1----L-- SHEET TS TO FLOOR CONNECTION ) NEW CMU WALL OPENING TS BRACE TO CMU WALL 14 1" 1'-0„ " 1'-0" 16 1„ l,-o" FOOTINGSCHEDULE REVISIONS MARK SIZE REINFORCING DETAIL • A F1 5'-4"x4'-0"x11-2" (4)#6 E.W. S1.1-11, S1.1-15 REVISED DRAWINGS PER CITY OF TIGARD 1 F2 31-6"x71-0"x11-8" #6 @ 12" O.C. E.W. T&B S1.1-8, S1.1-9 J.A.B. 4/1/08 /2\ F3 10-0"x101-0"x11-8" (10)#6 E.W. T&B S1.1-8, S1.1-9 A REVISED DRAWINGS / \ PER CITY OF TIGARD J.A.B. 4/20/08 1.ALL FOOTINGS SHALL BE CENTERED WITH COLUMNS IN EACH DIRECTION UNLESS NOTED OTHERWISE. . 0 0 0 0 0 0 0 0 0 0 0 52'-10" CI FOUNDATION NOTES: i I 1 i i I I ' 3'-4" 42'-2"1 / 1. VERIFY/COORDINATE DIMENSIONS WITH ARCHITECTURAL DRAWINGS. , ' AND EXISTING CONDITIONS PRIOR TO START OF CONSTRUCTION. 16 2" 2. VERIFY/COORDINATE EXTERIOR SLABS, GRADES,ETC.WITH , ARCHITECTURAL AND CIVIL DRAWINGS. 0 .: U 3. BLOCK DOWN STEMWALL 8"AT DOORS AND CAST SLAB OVER SIM. TO S1.1-4. , 0 4. FOOTING STEPS (F.S.)ARE TO BE IN ACCORDANCE WITH DETAIL 1/S1.1. FIELD VERIFY BASED ON ACTUAL SITE GRADES.ADJUST LOCATION AS NECESSARY. I 15 ARCH.PROJECT NO. f 16 1.1 1 f� P 96'-O" 5. ANCHOR EQUIPMENT WEIGHING OVER 400 LBS.AGAINST SEISMIC 0622 11 0 ' W T.O.F. o FORCES. ANCHOR STANDBY GENERATOR AND WATER TANKS TO 1.1 O - N CONCRETE SLAB WITH 1/2"x3 1/2"EMBED EXPANSION ANCHORS DRAWN I I I I I I I ' l • --e-----*-�.- oo (3 MINII�It:1M)• - JAB,RB _ _ _ 6. CONTROL JOINT SPACING AT WHITE CONCRETE TO BE 101-0" MAX. O.C. .„(Ito i _ ` \ CONTROL JOINT SPACING AT GREY CONCRETE TO BE 15'-0"MAX. O.C. CHECKED W a4'-8" 7. CMU CONTROL JOINTS ARE SHOWN ON S 1 THUS: ti GL,BW • 7'-O" o � F.S. �_ _� U/ / 9 N g1O1RE DISTANCE TO NEXT CJ 26'-O" 26'-O" SUBMITTAL DATES �, E. ' � � . I I I I T.O.F. : ` �. ti� I 1 b KEYED NOTES , 0 , I 03/07/08 f i 1 f I I , --�-CJ # 1 1 I i I I I 1 I I N M.w..w... M I 1. DRILL&EPDXY#5x3'-6" DOWELS FROM NEW FTG./STEM AND CMU CRITERIA SET W-1 , +; I WALL TO EXISTING FTG./STEM AND CMU WALL. PROVIDE 8" MIN. • • .•:•.•,' 0' •• 2'_O" , 2'-O" EMBED. MATCH SPACING OF NEW REINF. �A 2. SEE DETAIL51.1-10 FOR SHEAR KEYS AT GRADE BEAM. o i LOCATE APPROXIMATELY ONE HALF THE DISTANCE H<4 a 4 A o d- - - - - I� � BETWEEN COLUMN FTGS. .. g x'w w C '4°�° 0 I• 1 f 1 i = �oaAw Q to a� I 3. EXISTING CMU WALL TO RED FOR ELECTRICAL SERVICE. z a o o0 ...................................................................................................................................................................................... ....,,...............................................................,t :. 3 COORDINATE/VE WITH ` wxo M ( , RIFY TH ARCHITECTURAL AND ELECTRICAL P H A ., w - 1 DRAWINGS. UHHxH°" w p o'er F3 I '' IoHAZ3Wo o I r I I 4. BOTTOM OF NEW FOOTING TO MATCH BOTTOM W w W W a o N # -T,--,- �n I I I O EXISTING FOOTING. w a L7 - - - - - - - - - -- �- - - -W � aoo�H c� - - - - - - - - 1 t��``'cJ 5. PROVIDE TEMPORARY SHORING OF ROOF JOISTS ALONG GRID 10 . w a�.,x w U o ' I ( ;_ I I GENERAL CONTRACTOR SHALL SUBMIT PLANS AND DETAILS FOR ?4r4400c4. ..,CDC.7 r.>"14'gm II N SHORING DESIGNED BY A PROFESSIONAL ENGINEER REGISTERED rn w w o o Z oo L_- - IN THE STATE OF OREGON. ligE); 0Z'E).)H 'A d- II I I I v� I 3'_8" 6. DO NOT REMOVE EXISTING CMU WALL ALONG GRID 10 UNTIL x x 0 }'(4°h -4[1.3r--� • :: _� I= ' # ,� ---..- / TEMPORARY SHORING AND TEMPORARY SHEAR WALL HAS a x(...)-z` z E-+o o • BEEN INSTALLED, w °a ono~ II I I --� na+ `n�'� Q A = U Pg5.),Rf±18. 4 f�a : : : _ :: :3 STUDS AT Y C WITH 7 TO BEACH SIDE OF WALL ATTACH= TEMPORAR SHEAR WALL BE CONSTRUC'i'1✓D WITH 600 S 162 54 PQ I 1 I 1 f I «.,..»...,.. :��- 24"O. /16" OSB WITH#10 SCREWS AT 4" Q.C.AT ALL EDGES AND 12" O.C. IN FIELD. I 1 1 1 1 = 4 SEE DETAILS S1.1-13 ANDS 1.1-14 FOR ADDITIONAL INFORMATION. `�' 8. EXISTING ADJACENT BUILDING TO REMAIN. 0 1 1.1 9. PROVIDE 5/8" EXPANSION BOLTS W/4 1/2" EMBED INTO EXISTING W I I CMU WALLS AT 4'-0"O.C.AT EXISTING BOND BEAM LOCATIONS N AT ENDS OF TEMPORARY SHEAR WALL. CO N I I f f - ICJ 1 �, I _ o M 0. NEW 8 CMU INF LL. RE. S 1.1 12 FOR REINF. CONDITIONS.• CC * L'-f--'1 1 f • I ' ' , ...............:................:.::,,,......:,_........:.....:.:...:..... ' ' F2 N 11. EXISTING CMU WALL OF ADJACENT BUILDING TO REMAIN. Cl) Q W o 0 12. RE: SO-11 AND SO-13 FOR ADDITIONAL INFORMATION AT M • ( ,� TS 10x8 TO WALL. C'3 W 0 - - - - - - - - - - - - - - - - - - _. _. _. - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - o - - - - - - - - - - - - - - - - - - - i.... U _ a � °° �, -, o W 13. PROVIDE FOOTING 3'-0"x3'-0"x1'-0"DEEP W/((3)#4 EACH WAY. N ' «"'""'"""I '""'�'�""""'"""'""" "� T.O.F.=99'-0" PROVIDE BASE PLATE 3/4x10x10 OVER 2" GROUT LU 41 1- RI o • • 1_ W/(4)3/4"ANCHOR BOLTS W/8"EMBED. (4. E-74 "-4 14. LOCATE NEW FOOTING AND COLUMN AS REQUIRED FOR NEW DOOR. W _ • H w ; �../, I _ VERIFY/COORD.W/ARCHITECTURAL DRAWINGS,AND WITH Z w �6 N EXISTING FIELD CONDITIONS. PROVIDE TEMPORARY SUPPORT • Z LV - Z OF EXISTING DOOR HEADER AS REQUIRED. ,- E-+ ""74� I M o Q � �I I 0 I M F 15. 4'-0"x4'-0" OPENING IN EXISTING CMU WALL. RE: SO-14, S0-15 (a_ CC w :.41.4) 5 6 AIM A I t N "� AND 50-16 FOR INFORMATION.ALSO, SEE ARCHITECTURAL g ? W o - cJ FOR INFORMATION. 1 N - F2 16. EXISTING SCREEN WALL TO BE MODIFIED.FIELD VERIFY �I i I I I I I 1 1 III 1 I � O W �1 lalal N O. z TYP. �+ EXISTING TOP OF WALL. ' - - - - - - - - - - - - - - - r 17. SOIL IMPROVEMENTS UNDER THE NEW FOUNDATION IS REQUIRED °o P1-4 I N g PER THE SOILS REPORT. ENGINEERED DESIGN OF THE SOILS W a h _ IMPROVEMENTS IS TO BE BY THE SOILS IMPROVEMENT CONTRACTOR. ? CE Co jst�j TYP J6 -- N CO 1 I I I 1 1 I I I- 1 1 W-- '' I f f 1 I I I I r 1 ` 4 T.O.F. N - .t t , F.V. 1 '° q ' F2 N �,. 1 FT" A CJ A r 1 0 - _ _ _ _ _ _ _ _ _ _ }r _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _-8_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _�, _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ �, _ _ _ _ _ _ _ _ _ �_ _ _ _ _ _ _ H- • I _ _ _ _ _ _ _ _ _ _ _ _ 1 'rte , �'+, 9 - 1-1 . 0P ER s. i i I i I 1 I i . jQ 1 4: EX I O DATE: '� 0 1 (� 5" CONC. SLAB W/ 13x13-D5xD5 (.11-' W.W.F. CONTROL JOINTS @ 10'-0" �- ' O.C. MAXIMUM. PLACE SLAB OVER 4 `�' I I 6" COMPACTED GRANULAR FILL N CJ OVER VAPOR RETARDER WHERE RE UIRED,RE: S1.1-2(SEE N Q ARCHITECTURAL FOR LOCATIONS.) • N ( I F2 i I I I i 1 I I -t-( ., LOe CI _. _ _ _ _ _ _ _ _ _ _ _ © _ _ _ _ _ _ _ _ _ o _ _ _ _ _ _ _ _ _ _�_ _ _ _ _ _ _ _ _ � _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ __ _ _ _ _ _ o _ _ _ _ _ _ _ I z p 4 1 1 1 I I i I 1 I lks -13 Z j E„, ,,4 sr �j� o 6- �'�'4 ,, ,, E.-4 W I I I 1 f i I I II N o _ CJ _ con � 111 Cui) rn<.; 1 i I i I 1 I 1 1 ' N CA 1.--1, r-ii cii M .1•411.1.4 p4 ELL] 0 1 I I I 1 I I I 11 0 6 o � o i 1 1 1 I I 1 I a Q 1 I � ,, 11111 4...i 4-4 ... r - -T- - - - - - - - - - --�-Q- - I I I -- -s---- - - - - - - --[5]- r Q F2 1 ° o W , ....:„ o - 1 1 , i -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- --- ---z jt---- \ (11) 4 c) At i . 1 - 4. ,,,,.. Ilf) M.--.1 iiiii?" N Ell"1 I I I 1 I I , I I Q = I- I '6 1 I i 1 i I I I I- i I I I 1 I 1 ( 1 • ��F2 IIID CD I i.1____L. ......__ _____ I I I I f I I I-1 i 1 1 I 1 i I I I / r 8 �✓ 1 40) I I I I I I I I U oo 0, .. I 1 I 1 f 1 1 I t M • 0 IIIIII MI .. i I f 1 �� i i I 6 I ' � � M w 15'-8" p-� �,� 1.1 I ( �� w 411 ,.• I ..,____.....eren,r,r.rr.;-..-..-- :.......re.res4,4!..... .--.... 4Ef .: .:,:,..,:„,..„......„.„.....,....,..:,..,..,..,_ - :,,,,,:,„„,,„„,_ ,....,,,..,..„ i 1 f 1 f ...................... : ii al A 11 CD • • _I j 1 • • . . _i_ _ ___1_____ _ _ __ _ _ n f I I I 1 1 �, iillr 111110 i ��IF I 1 I I I f f L-L' -) �' C1/ • • F3 i 1 f - I I 1 f ,,.,.,... i ::I: I I 1 1 1 1 - 9 I • • 7 161 '-6" r • • - -- SIM. SIM. • 1 I!I' 1 I 1 I I i 0 . . . ._.- ( t \ CI i I I 1 I 1 I I I 10 ® 10 1 I i I i I i i f 0 s0 ' 6 WIF I I I 1 1 HEET TITLE EXISTING NEW]► i i I f I I I I I I FOUNDATION 1 f I 1 I I I i I 1 PLAN 0 0 0 0 0 0 GI 0 0 0 0 CO CI , .■ FOUNDATION PLAN SHEET NORTH 3/32" 1'-0" S 1 EXISTING NEW < > 8" CMU 1 1 1/2"EXPANSION JOINT REVISIONS SAWCUT& Nt- 1/4"x1"/ 5" CONCRETE SLAB SEALANT #6x61-0" STAB BARS. MATCH Rii 29 W.W.R. CMU WALL VERTICAL g . - 5" CONC. SLAB Z\ REVISED DRAWINGS REINFORCEMENT .,- ,2 : W/W.W.F. 9.9 10 I - ..1 c RE:ARCH.FOR RAILING PER CITY OF TIGARD j ( #3x24" @ 18" O.C. Z\ DJP_LL&EPDXY TO \ si F.F. IL 1 #4@24" 0 C. 24" r------- 11-6" J.A.B. 4/1/08 A REVISED DRAWINGS EX1S G SLAB. 11, jr NOTE: TOP REINF. PROVIDE MIN. 48" 24" 11-6" /2\ PER CITY OF TIGARD RE: S1 OF (2)#5 @ STEM WALLS KILSAIAIr 5221", PRO'VIDE 6"IVIN.EMBED • E....,24" H#40@OK240"VECI.CR.#5 5" CONC. SLAB W/ J.A.B. 4/20/08 FOR LOCATION < > Ammummumar -14-- . /".-- 13x13-D5xD5 W W.F. NEW 5" CONC. SLAB #4 @ 18" O.C. OF FTG. STEPS. (F.S.) CONCRETE STEMWAIL / NEW TO EXISTING Z CONT. BARS MAY BE FIELD BENT • (2)#5 CONT. \ -\ r-• \ 00 \ ,__.4. .f..... _ r 8" CMU . . . . . . 111. 1 1 . . • • . • #4 @ 24" O.C. i 12" 48" EXIST. CONC. SLAB , (2)#3 CROSS TIE c. /21/1 CLR. 9 0 (1)#5 CONT. .5. ALT.HOOK END , S- 1/4"xl" 5" CONCRETE SLAB ›-, ..Z4 #5 @ 12 O.C. ."--1\-- : F.F. 41-0" 4-4= • \ \---jr . d r . c:) #5 @ 12" 0.C. N____. #5 @ 12" 0.C. <3. i --x---- x------ x --x ..................x_ Aler_ x_._. MIN.BETWEEN FOOTING STEPS W.W.R. IL-• -• --•-- -- E-4 Z (2)#5 CONT. 4'-8" 'fc, 1W C.,7 ›.41 • #5 @ 16" O.C. #5 @ 16" CONCRETE - "(C, .`7.,' 4., #4 @ 16 0.C. 6 1/2" I CP fr FOOTING s_ \...___i.___ _____ EQ. ---. je ,-g(----- SAWCUT 44- 7 (5)#5 BARS)) 9: rii:s\0 0 0 0 0/ (4)#7 AS SHOWN \ #5 @ 16" O.C. am • Fr, LAP MIDWAY C:1 INDUCED CRACK \ 1 BETWEEN COLUMNS 1-4,cy LAP 6-0"MIN. • t: . P4 I' . • . NNNININIINIIIIIIIIIINIIIINIIIIIIINIIIINIIININIIIINIIIIIIIIE ,...1 ARCH.PROJECT NO. - (7)#5 CONT. #5 @ 16" O.C. (...) (6)#8 A706, TOP& CONTRACTORS , FIN. GRADE • • • 000000 or BOTTOM. #8 ARE TO OPTION TO USE • 0622 CA EITHER SAWN 5" CONCRETE SLAB N. \-\.\\.- .- .••\ \ Nr BE CONTINUOUS \ I OR DOWELED 1/4"x111/ k g \ • (5)#5 BARS EQUALLY SPACED \ \ BETWEEN COLUMNS DRAWN JOINT W.W.R. ;---, \ \ (4)#5 CONT. _ p4 W/NO SPLICES :t., ,...) JAB,RB 8" #5 BARS MATCH TO BOT. \ 4'-10" 0 ‹.I I 1 REINF. IN FOOTING. PROVIDE A MIN. OF (2)#5 @ GRADE _. \ F-4 J 3/4"0x14" GREASED SMOOTH ROD @ 12" O.C. \ . a.1 ......._\ • • 1 ' V (5- ::"...- \ / / 51-6" / CHECKED GL,BW 2 BEAM LOCATIONS _ ___ __ 3 c..)E ' 1 / / - \ • • • i ;:-., SUBMITTAL DATES / • 1,-0" 2'-6" 7 21-6" < <> \_-L_\,1 \ • 0 #3 TIES @ 6" O.C. / / DOWELED 21-0" ; 8" ; 11-4" 31-0" FOR 61-0"EA. SIDE 8" 31-0" / / OF COLUMN THEN @ 41-0" / / / 12" O.C. FOR BALANCE OF TIES 31-8" ---. ..--- 03/07/08 A Z\ / / Z\ FOOTING STEP CONTROL JOINT DETAIL EXTERIOR FOOTING RAMP RETAINING WALL DETAIL PROPERTY LINE FOOTING GRADE BEAM -0.11111111111.-IIIIIIIIIIIIIIIIIIII... 0 4 5 6 1 CRIIRIA SIT:-11.:...) 0 3/4" 11-0" 3/4" 11-0" :/4" 1' 0" /4" 1' 0" 3/4" 11-0" 3/4" 11-0" 1.......... mmom ... 4 (.•%4 E...1Eit8 o .1- •c,1 411 8,, CL COL. MciclAcp:A'ET" ''t.;-' 5 10 / izi i rc; :›t4 1*)'\';'''o : yr GRADE BEAM. ItE: S1.1.-6 ill NEW 8" CMU 2. 2 2 2 ill g 1 I g - - '41.*-' 124e Z cl , ,, ---W14x176 ohm . . . . ..... 2 2 I ..01. 8" CMU 3/8 \ •-i . . #5x31-6"DOWELS TO g 6644,i'emZut E-o:=C-14c. fill 3/8 / • PL 3/4x7xFULL DEPTH F.F. 10 - ,., IR-. 0 . . . - .,•• g .,, g MATCH WALL REINF. cl -0444,1c210,_. coor....4 0 1 I DRILL AND EPDXY DiOci4MEE5 °°0 IIII \ S ,IZ_ Ail= ....i 0 W/6"EMBED rgp9,,AEE1$4,-4)4 al 0 NEW 8"CMU CJI> N 7.-CONC. SLAB o \ 9.9 7 - , - . • g g g 1 ..f. 0 -.10 59 TS 8x8 . . g , 1... 2 I 2 i FLOOR SLAB Z : : r7o PL lx6x16" •---,, 11.1.11 alI TYP>5/16 1 C CO ililromi 111 1 . -------.„, • 5/16 5,, CO (-1 • 1/2 \ <> <> '-` .Jr .9 A .......%II ......m"........" 21211111%/11M • .., --------------1 ..11.1 111 5 1/4"TYP. 5.-:-== = 2" ---P.-Iv 4" 4" 1/2 / N CE * 74 44.4s :7-. ■r) cv 1/-W63 Nal illi El CI) 1111 ri.,== = ====_.4-!--N, RE: S1.1-6 1111 &BOTTOM ( 10,li- U;-' .5):.- 0)3/4x8"HCA'S FOR REINF. 9 7 r 1 i i Im. r = (4? N @ v, 8" GAGE 0 ,----• I , • 10000••••••••••MN, #4x31-0" DOWELS @ 24" O.C. ■ . svoiilh \ . I 1 DRILL AND EPDXY W/ 11131 PL 1 1/2x18x21-4" N •-•_. . 1 Ull . 9.9 ,----- 3" CLR. I 6"EMBED -o'' L. ' 1 1 /• 1 , . 11-----i #4 U-BARS Ira #5x61-0" @ 41-0"0.C. 1 i dIM #5x3,_0" @ DRILL&EPDXY 6" r--- - J_..__ .... • - I • 1 ° T NV° q .4.. k @ 12" ac. . DRILL&EPDXY W/ I EXIST. STEM AND .41:11 INTO DUSTING CMU WALL 1 ga., 9 6" EMBED FOOTING TO REMAIN • ..., (2)#5 PROVIDE#5x31-0" _______ >„.....------- • 1 . c4 N Hid 1-- u) cn • • ii I 1 I DOWEL FROM EXISTING 1 ,,-,, in 1 41-0" \ 1 0 , HI _)-- (2)#6 AS SHOWN j i k\LI/ I STEM WALL TO NEW W14x176 PL 1 1/2x18x21-4" I -- 2" GROUT 1 (111- g z IT, Ell 8 CMU. DRILL AND EPDXY P-6" , /----\ 1 1 1_,....1 i 1 t ._W/8 tt MIN. EMBED • kb fu, ■ ■ f t • • \ 4......I / i U.II dUal vl " (4) 1"A.B.S W/ • ''' • 'LI' CMU(E) 8" CMU TO REMAIN W/3/8x3x3 12" EMBED W/ 1 i * CL im LEVELING NUTS A II"MIN. EMBED &BOTTOM / 21-0" (E) 8" CM / , W/3/8x3x3 (i) c, " (-1 Z PL WASHERS SEE FTG. SCHEDULE PL WASHERS L_ NOTE: D tr) 0-4 RE: S1.1-15 FOR / / ink ADDITIONAL INFO. NOTE: CC W RE: PLAN FOR LOCATION 1••■•••••••0000000011.00001100011000.0011 Ca IIIMIIIIPPI"a a lOrMill6Feit,4 1111111111111111111111111111111111111 - NEW CMU WALL TO EXISTING CMU WALL FOOTING AT MOMENT FRAME COLUMN BASE PLATE SHEAR KEY AT GRADE BEAM NEW CMU WALL TO EXISTING WALL NEW CMU WALL TO EXIST. FTG. %4t1/41. - tPRor 00. ,%. 0 3/4" 1,-.0" 8 3/4" , P-0" 9 3/4" 11-0 10 3/4" 11-0" 410 3/4" 11-0" 3/4" 11-0" 1 Eiv 88' A 4 CL COL. ir 8" j ‘ • , ,..4Y 9 7.(V9.,*• ,,,,,„,..,„ -, it f_____ 41-0"A.F.F. $2"x16 GA. STRAP AT (4)3/4" WITH ir tpTIPATIONNTE:IZ4/.46 1 PANEL EDGES W/PANEL . OP (1)#5xCONT. EDGE FASTENER SPACING 5 5 .....111........11.............. PROVIDE 6"x16 GA TRACK L (4)#6 DOWELS c c BLOCKING AT 81-0" O.C.• #4 @ 32" O.C. c 1 6005162-54 STUDS al i @ 24"0.C. 8" CMU p 8i3T c IM Et . . g g c 2 • • IS e" / 11-8" @ 12" O.C. g .... N MI IN rtl S 2 2' ri) #10 SCREWS 5 1/2 " it .9 • .II NOTE: @ 12 O.0 FIELD '''‹ <., 1,, 1 0 0 Cif0.) 4" 2 1/2 it 1.VERIFY/COORDINATE LOCATION OF TEMPORARY N . . r. 2 SHEAR WALL WITH ARCHITECTURAL DRAWINGS. IIIP 4., .• ,...• N •01 III '...1 1 1 F.F.to Z P4 2.ATTACH TOP TRACK OF TEMP. SHORING WALL .. ■ e" ' 1" o 0 * 0 TO EXISTING ROOF DECK W/(2)#8 SCREWS @ 6" O.C. . ... NIN, F.O. (E)CMU 74 . _____ 0 0 A 7/16" OSB 9.9 ..0 1 °I): c): Z . SHEATHING • . • CL COL. I, _j . 0 (2)#5xCONT. 01,10 0 nEu-i . c.) 7/16" OSB EA. FACE EA. FACE . • = N --- 0 0 0 o ?4 Fii■I r--- #5 @ 18" O.C.0MAX. ' ..c. 4.1[... 600S162-54 @ 24" O.C. ' ''••A . . \ ' \ TS 8x8 = N Zrn 0 VARIES 600T150-54xCONT. I, • Fn :A ? : LT EXP. BOLT @ 24" 0.C.W/ #10 SCREWS @ 4"0.C. 600T150-54 .. rel• 11.. 1 g:4L-1 2-1/4"MIN. EMBED BOTTOM TRACK .... • T.O.PED 0 11 ... S' #4x51-0" DOWELS @ 16" O.C. . PL 3/4x14x12 DRILL AND EPDXY' W/ CD l'immil r.I.Z 0 io 1001-0" lk. i --, OVER 2" GROUT 12"MIN. EMBED. EXTEND 24"MIN. PiLl e,..11.1 Ili rAi i #10 SCREWS @ 4"0.C. /'` 1- I- 1 INTO CMU i PROVIDE#5x31-0" EXIST. 10" STEM AND 0 01.11.14•- . -. FOOTING TO REMAIN C4 --, DOWELS. (E) STEM WALL C.) \ LE FLOOR SLAB ' --, DRILL&EPDXY AND FOOTING 460 41-8" B.F.F. 4 c) 4t ,,,,. ,.., INTO EXISTING "FIELD VERIFY - . FOOTING/STEMWALL. 17 ',.. , MATCH N./` tn Mii■■•4 ' ..-1 HORIZ.REINF.IN NEW FOOTING/STEMWALL. ." N E--i TEMPORARY SHEAR WALL STEEL STUD SHEAR WALL Z\ TS COLUMN AT FOOTING NEW CONC. WALL TO EXIST. FTG. -.........- 0 3/4" 11-0" 14 3/4" l'-.0" 3/4" l' o" 16 3/4" l'-04 • IIII:1 44111 Nilli CD ° Ill SHEET TITLE FOUNDATION DETAILS ................. SHEET s 1 • 1 • , , ROOF NOTES , REVISIONS ROOF FRAMING NOTES: 1. LOADS ARE NOTES AS TOTAL LOAD/LIVE LOAD. LOADS DO NOT INCLUDE ROOF TOP UNITS. A REVISED GS CITY OF TIGARD 2. LENGTHS ARE BASED ON COLUMN CENTERLINE. J.A.B. 4/1/08 3. LIMIT LIVE LOAD DEFLECTION TO L/360 MAX. REVISED DRAWINGS 4. ALL STEEL ROOF JOISTS ARE TO INCLUDE A 350#ADD LOAD ALONG /2\ PER CITY OF TIGARD TOP CHORD. FOR SUPPORT OF LOADS NOT OCCURTNG AT PANEL J.A.B. 4/20/08 POINT,RE: S2.1-3. 5. STEEL JOISTS FROM GRIDS 9.9 TO 11 ARE TO BE DESIGNED FOR+/-3.5K(ASK)AXIAL LOAD DUE TO SEISMIC (CONCURRENT WITH DEAD AND LIVE LOAD). 6. LINTEL DETAIL AND SCHEDULE,RE:SO-1 AND SO-7. 0 0 0 0 0 CI III 0 CI 0 CI CO 7. ROOF TOP UNITS(RTU)WEIGHING OVER 250 LBS ARE SHOWN ON THESE PLANS WITH THEIR WEIGHTS. IN ALL CASES THESE UNITS • 5T-10" SHOULD BE PLACED TO BEAR ON THE MAXIMUM NUMBER OF T,it 9' JOISTS AS SHOWN(2 MIN). FOR ADDITIONAL FRAMING,RE: S2.2-7. i 4 -6" 8. FOR SUPPORT OF ROOF DECK AT OPENINGS IN ROOF REFER TO ARCHITECTURAL AND MECHANICAL DRAWINGS FOR OTHER UNITS AND ROOF OPENINGS,RE: S2.1-1. 9. NET UPLIFT ON ROOF = 8 PSF 0 __- .,... - - 4 1000000000000•0001000100000000000000001100000111•0000•010•00000.N.00000000000000•000 =•" 20 PSF 10'-O" FROM EXTERIOR WALLS. 10. VERIFY/COORDINATE FIRE SPRINKLER MAINS. SUPPORT .. • LOCATIONS &WEIGHTS. PROVIDE TO JOIST SUPPLIER. fii■iiiiiiiiiiiiiiiimiiiiiiiimmililliimiusiiiiiiiiiiiiiiiiiii ARCH.PROJECT NO. __-_-_-_-_-_- -_....44................--......... 0622 18 16 B 4 120' i 1/2" • S2.1 : 0D.. . 12) DRAWN VP' ------------- ---3----- JAB,RB . \ •ir ANSI 0 • .... Ai:0 00000=.00000000.00000•=00 40.0000000000000000000000 CHECKED 120'40 1/2" , GL,BW _________e__.__ B.O.D. \___. 0 _____ SUBMITTAL DATES . ------- - i o KEYED NOTES 4 I T 111-- - • ., „... ______ _ ______41=0M0 MON0011===00 001101101=10=00.01=0=000 01000■00=0 0=01•1010 .•• . . . . . . , ,, . „ ........ ....„.... ............... ................... ..................... . .• 74 1. 1 1/2"x 20 GA. HSB 36 STEEL DECK. 0:031 ii.,!/828,14.1 /...• _________... _ -----_ _____ 2. EXISTING CMU WALL TO BE REMOVED. . IA .., . 3. EXISTING DIAGONAL BRACE TO BE REMOVED. • ------------- • 8 VSY F.,1'I RE: SO-10, SO-11 AND SO-13 FOR INFORMATION. . . .. .............. .■ ..•. . • • •:t. • -•.- --------- ---4 ------L- ____ 4. EXISTING ADJACENT BUILDING TO REMAIN. CRITERIA.SET W-1 .,. ...........ilimmilliiiiiiiii■IIIII ..., . 5. LINE OF EXISTING CANOPY. ------------- -----,------- . cn A . 10 4r4c,7„44 . 6. EXISTING W-BEAM AND DIAGONAL BRACE TO REMAIN. - - ----- _ •cv ..--- 11 7. RE: S1.1-7 FOR ATTACHMENT OF NEW CMU WALL ),F4E16 c.,p4 oo 0 : • ___..„ :... :-: • , .. 2 • . ..•,.: -I, A . , TO EXISTING CMU WALL. PROVIDE BEARING PLATE 3/4x6x16"WITH(2) 1/2"DIA.x18"DBA'S FOR NEW JOIST BEARING OFFSET BEARING PLAIE AS REQUIRED. A Let)te r.,..tn: _________________.__________________________ _,.•,_. _,_:, ___._________________4..___Li___.____ i._..._._____....._._.__ ________ ____:-.-.4.i.._ _-_-, ----- ------',= _ ______ _____________- _MD=WM* I 2 1 L8 1/2" qrderjEZIE...PA2‘" t CD?:C2) 4...4) :::.:7. . I 8. EXISTING CMU WALL TO REMAIN FOR ELECTRICAL SERVICE. Allik B.O.D. ...-...____ COORDINATE/VERIFY WITH ARCHITECTURAL AND ELECTRICAL 11),R.4 r•=4 g n I d2 VP :• rA ;: :. :: .,!..,t... di 0 DRAWINGS. C.. * • ------------------ --- ------------------- ----,------- -------- - .-_____I__ :: = ,__ ' -- \--•- .. = i.: + •Pv 9. REMOVE EXIST ROOF DECK TO CENTER OF EXISTING i :: .. .. •.: •• JOIST, RE: S2.1-10. .: .: . :• :: .••.•• .. . ,. _ .___________.....,,,____ _______________,_ ____________.i.i_______ _. .-.._ ______ _ . ____-_ -----1‘iih- ---- ------- - _ --- - OD MIIMINIMIM all 0/01■•00 001111010=M0 00 01111110111111000 di 0•111■1 0•1100=0=1 00 0010=001 10. NEW ROOF JOIST ARE TO ALIGN WITH EXISTING JOISTS. l'IN0Z)cc3 FIELD VERIFY EXISTING LAYOUT. ,, • :• - : :: - 11. COORDINAIENERIFY NEW RTU LOCATIONS WIEGHTS, SIZES,ETC ., i , .•• , , .. .. . = = „ ----7,.„.--------- _______....,...... .. _______ __ c,__ .• WITH ARCHITECTURAL AND MECHANICAL DRAWINGS. ,-- . . , • :: : .•.: 12. FIELD VERIFY/COORDINATE BOTTOM OF DECK(B.O.D,)WITH .: 1 Ogg9148c.g t24 [ 111 .. : ::.•• I° EXISTING CONDITIONS PRIOR TO START OF CONSTRUCTION. :: : --- .._.4 , -,-.--- .: -.--- __4i . - ""•:1- :: ' 1 0 Z ; • :: --$ rn 13. TS 3x3x1/4" BRACE,RE: S2.1-14. :: :: .. . i : .. :, ......ii........................... .:.......... 7114'11 i :: :.. 14. (2) 5/8"0x2'-0"A36 ROD BOTH SIDES OF EXISTING ROOF JOISTS. WI ___ . -+- = ,.._ = _ 'REF: S2.1-11. ----- - -------- '- --------- _ ____________________11 --------- ' II ----r--- Cl) , R 11 mil!' L..1 ' cA 15. PROVIDE 4x4x1/4 ANGLE SUPPORT FOR R'TU BETWEEN ROOF JOISTS. 0 cf.) ' ,• ,, ----- _, _____ _____ •• :! ......,._ = ■. --,., El 122'-0 le RE: S2.1-2 FOR CONDITIONS. Cr * . I itrU, I 11:_n,:: B.O.D. 0 ' 141 &A _______ A 16. EXTEND COLUMN TO+2P-0"AND BRACE TO ADJACENT JOIST WI Ft 0 #_.5.40 . , : I VP AT TOP CHORD PANEL POINT W/(2)2x2x1/4"ANGLES,RE: S2. : (.., :: r-14 oo CO __ ___ 7 ____i______ . _ __. _ :: : ,__ _ _ . __T__._ _ . _ : _ 7 _______ , i ... .:: : _ __ __. 77 _ , . 7 77.Pi 1 1,i \-- 0 17. EXTEND EXISTING CHANNEL(S)OVER DOOR HEAD TO NEW Elm 0 = 4 4 ° . A 41:11 --- 1-__. --- 20 COLUMN.ATTACH TO COLUMN W/CLIP ANGLE 3x3x1/4x4. WELD TO COLUMN AND CHANNEL. PROVIDE COMPLETE 11.1 41 Fi 1- ai < < c..? - ___--m-,. ._____ ________... ______ 400 0///•00 0=00001=0 OW el■MI 110 1•101011010000 010 011■1111=M11 000=.0000=0 IN0 0=11• JOIST PENETRATION WELD FROM NEW CHANNEL TO 0. [21 -± • N .. • igl:z, (li Luz . : N..- :i i..._..... .10 •••L=.0. ...L... II 18. REEXI:SSTINO-14G, SCOHAN-15 al-50-16 FOR NEW OPENING FOR vo w -----......- ._ ....= n ..cr ........ ___=____ , _ N+"'.. .g--- - -7 4_- A FUTURE COMPACTOR. cn kr,' ft 14 _____ T Er .i-.7 0 __11 _...0.__ 14 c,19. NEW SKYLIGHT,RE: 52.2-1 FOR FRAMING CONDITIONS.ALSO c•-.1 TYP. TYP. TYR _ TYP. REFER TO ARCHITECTURAL PLANS. ------ --- ILI , _ F I -111-ad c; Z\ A A AA i __.\,, _ . 20. ANGLE 4x4x1/4 DRAG STRUT,RE: 2.2-2, 3 &4 FOR FRAMING 11,11 WI ri) cl VP 1 1110 CONDITIONS. Ct. 0 dila o 0 __,__ 430 -------------------------------------------------------------------------------------------------------------- __________________ - ---\ 21. ay:08E" DsIA. x 2s'-202"..A536 ROD BOTH SIDES OF EXISTING o z T 1 nkr) 12-i 4-- . -_,_-_ 7.71:4:11171.1aMt:)'_ PR.°I''71111111111111111111111111- .44: L e ....: (NI I N I -CV --4-- _ - ' ---z.- ====z- --i.-- --- er-1-- ----- -- _ A:" ----- , , . 4. '1 •- -----4 -- T . __________ __ . _ ____ , __ T _.__ ________ __,, I.. . 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NOTE: LOCATE CLOSER THAN 1'-0"FROM A 1 R 0 EFER TO ARCHITECTURAL AND EDGE OF JOIST POCKET I PLATE 1 1/2x10 1/2x 1'-4" MECHANICAL DRAWINGS FOR NO., ANGLE 4 x4x 1/4xCONT. CONNECT TO BEAM TOP SIZE AND LOCATION OF ROOF TOP FLANGE PER DTL S2.1-13 CL JOIST T T UNITS AND OPENINGS. PROVIDE BEARING PL. 3/4x6x1'-4 i 1'-4" -L STEEL FRAME FOR ALL OPENINGS W/(2) 1/2"x18"DBA'S ON L 1 x 1 x 1/4 PLATE 1 1 i2x 10 1/2x2'-8" / LARGER THAN 12"DIA OR 12"x12" 1"DRYPACK UNDER DECK WELD PER DTL S2.1-12 SQ. OR ALL ROOF TOP UNITS S S '� EACH SIDE WEIGHING MORE THAN 500# • a Q ROOF DECK - �_ (E)JOIST � i 3/16 V2 0 -i W BEAM PL1x8x10" cil STEEL JOIST 1/8 3 c O SEE FRAMING PLAN g a 1 �'�` H i _' 411-11: ` _ _ 5/16 X11�� \��\\�\ \ Oi BOND BEAMS W/ �� i N- &WTREBAR F 5/16 p W-BEAM SEE MECHANICAL DD cv ARCH.PROJECT NO. O UNIT TYP AT CMU EXP. JOINT ° i \ o �` 0 FRAMING PLAN 0622 �- 1/8 GREATER THAN 6" PROVIDE 54"LAP ( x i a 3 SIDES O i o N /... SPLICES Y\,..a 7/8 V poi O DRAWN PLAN N S - Oo 1 ® Z JAB,RB ri)1/8 . PO CONCENTRATED LOAD .51 `N' O CHECKED BOTTOM CHORD -i 1= M `\`�_\`\��_\_\� GL,BW - 1 -".1 rT-- „ „ „ PANEL POINT • ► 4 1/2" S ` (4)3/4"A325-N BOLTS 1 1 i 1 1/2" "B" DECK $ `\ ,- S `i - \ .S/�///1/P._I/�/� SUBMITTAL DATES TYPICAL STEEL JOIST REINFORCING WHERE O PL 1 1/4x 15x 1'-6" ii• PIP ANGLE 2x2x3/16 CONCENTRATED LOADS EXCEED 150 LBS CENTER WALL , „•BETWEEN TOP& BETWEEN PANEL POINTS ( 2-12 V CAP PL. DOUBLER PL., PLATE 1/2x4x 1 -5 BOTTOM CHORD � ^ 3/16 �'� (TYP. EA. CORNER - V STIFFENERS AND WELS i PLATE 1 1/4x15x1'-6+, 410 SECTION AND 5 @ O.C.MAX.) STEEL JOIST RE: ROOF FRAMING PLAN PER DETAIL S2.1-13 GRADE 50 BOND BEAM Q ` n 03/07/08 V FRAMING AT ROOF TOP UNITS (RTU) BRACING AT CONCENTRATED LOADS JOIST TO CMU WALL STEEL DECK OPENINGS BEAMS TO TS COLUMN <CJP T&B 1„ 1'_0" OD 1„ 1,_0" 4 1„ 1,_0" 1" 1,_0,� 6 1„ 1,_0" 0 CRITERIA SET W-1 _,............... 125'-4" 4 1 i 4cv x T.O. CMU j : I � aAO .waOF" >,IV 111 ■ 9 00 � °5w VP i~ :H:ataxy P4 :a U P [4°87i' E-'HP4H�-- o wz we �� ''�' i i'� _�`� ROOF DECK NOTE: W w w H a a v a N 6 • .4• i ■ ROOF DECK a w a x �� o ` RE: SO-12 FOR ROOF: �� ppaaH Z c % -T�1i / '_ „ r „ W pvswa.�pC7 °■ / JOIST MODIFICATION w x w x rr� UZZcn ► . i ■ s T.O. JOIST t „ ,, I \ 120 8 ►� AT THIS LOCATION. PL 1 1/2x10 1/2x4-4 , o p■ ° i `� (' PL 1x8x10 GRADE 50 SEED --- -- -, �- �oy,o��1 • � VARIES ; .. B.O. DECK � �"�� pzp ■ I ■ (VERIFY, x x �, ..°F-41:,i)D1C) �` ,o � �■` . '��i MATCH . _ ,�,,,, EXI TIN 7/8 15 7/8 16 W v,cnH 7 8 15 , L" TS COL 7 8 16 <Typ. o jo�Apq i n / / �- -`- /► Ed d.. iiii ,U, 1 NN \ -` } �` �- J L. PL 1x15 1/4x1'-4" 2 1/2 " TYP. EA. LOW RIB HI ,-. H - N BRIDGING RE: ROOF GRADE 51 7/8 V 9 k/4° C.8 U. ,Ill STEEL JOIST RE: ROOF FRAMING PLAN �A�� EA. LOW RIB URI FRAMING PLAN T�T��►�\!�T►T�►��T►,'�T•M.T •'v-- ROOF DECK 3/4< 0` .111176 _4T W BEAM O cN • SEE FRAMING PLAN CAP PLATE WELDS PL 1 1/2x10 1/2x4'-4" (N}ROOF DECK (E}ROOF DECK CC e- /° SHAPED 1'-4" CO .� zit `-moo CJP O O N\ PL 1/2 x4xl'-5" X F.V. / u", M U U 0 I 0 '.i' UU 3 SIDES \ :)73//48":01LT6 S �J __-. ••. T W E-- O N o 7/16 V ,. c�• �. �'- PLATE 3/8x8xCONT.W/ 1/2x 18"DBA'S ::: �,0 3 1/2 C. r _ • F^ 5! @ 24" O.C. OVER 1" GROUT MIN. '5/16, _.�/� .� 3 1/2 " 4,+ „ cn Z W N 5/16 r ' NINIMIIIINNONN '111111 7/8 r- 16 TYP. r (2)#SxCONT.DO NOT cji • Z 1-J u i E7t 7_1'4 Pio \ ._._. -- , - CUT AT CONTROL JOINTS ¢ W d- i CJP TYP. T . . : : (E) 8 CMU WALL W ■ 7 8 T 9 (1)#6 24" O.C. CENTERED IN WALL == TO BE REMOVED z or NPR II 0 sr re Imi Ns BOND BEAM N PL 1x7xFULL DEP GRADE 50 Ar 8 CMU WALL 30K :? (E) 30K JOIST W „ uge. ; cl; BOND BEAM „ ST - i - i 0 EA. SIDE PL 1/4x 15x 1 -6 ROOF JOIST r 1\r GRADE 50 ��' dL ° � b PL 1 1/4x24xFULL DEP NOTE: �' a c GRADE 50 <1Cjip& B FOR WELD STZE,ETC. CC �- M BOND BEAM 7/8 V W BOND BEAM f,\RI 111 /1\ As Milli:U BEADS TO COLTS CAP PLATE - PLAN VIES DECK TO CCU WALL NEB DECK TO EXISTING JOIST �. 1„ l,_0„ g 1„ 1,_0„ 1„ 1,_0" 1O 1„ 1,_0„ . Q,0 1 i VERTICAL RED. ■ • it SEE STRUCTURAL NOTES \ • VERTICAL REINF. P U ii• i • SEE STRUCTURAL NOTES ■ •U PL 1/4x3x10" '' 'iv B.1 NOTE: TS 3 1/2x2 1/2x3 T B RE: DETAIL S2.1-8 FOR ADDITIONAL INFO. BETWEEN JOISTS 9.9 10 QCOL. PL 1 1/2x10 1/2x4'-4", NON-CONCURRENT EXPliaATlQib t}ATE: • o _ ( 5/8"f�x2'-0" GRADE 50 SHAPED W/ROOF LIVE LOAD ilmommossommultillissillimultimmosi d. A 6 ROD EA. JOIST �, 9►� / 7/8 15 DECK TO F.V. �. TS 3 1/x2 1/2 /U U `t - 9.9 10 7/8 V 9 7/8 15 314 $" O.C. ' BOND BEAM - 1/8 >3., 7/8 16 2" BOND BEAM Tom'• - i 7/8 16 TYP �"/8 2„ U DECK TO CS i PL 1x15 1/4x1'-4'+ /, LAP NEW DECK 'TO EXISTING. 1/8 3 TYP. EA. SIDE OF M ti / 3/4 12 GRADE 50 2 1/2 " ATTACH W/#10 PLATE +,114 3 118 3 3/4 012 O.C.EA. END C 5x6.7 BETWEEN 718 V 9 T SCREWS @ 12" O.C. N 1/4 3 JOISTS i i Tf/f�'TA``_ NEW DECK' ''f/f./�'I//off/\ , �,„ _-_-, -_ _-_,�- - _- ___ _- 7/8 16 i i %/�I///T / 1/8 3 1.SBx20 GA. 0 0 - ° �� „ �,...- Al W BEAM EXIST. ROOF ROOF DECK I 7/8 16 E JOIST • • SEE FRAMING PLAN JOIST 1/8 3 3/4 06" O.C. Z U U , , iftlimisION ( ) (E)GIRD P4 WWII , 2 1/2" FIELD VERIFY , PL 1x5x8 1/4 4 c� -- ---- - CJP • O \ PL 1/2x4x1'-5" � _P L 1 1/2x10 1/2x2'-8" �' 1/4 4 N ./�� SKIM PLATES cMINN, PL 1/4x4x4 WELD TYR EA>1/4 r -3' V E G R Id O \ „ I O JOIST TIP CHORD SIDE ,; 7/8 9 { ) 4 3/4 BOLTS I "1/4 .3 1x8x10 AND , -✓ O a W/ 1/8x2 FILLETS O �„�° _ 1 1/2x8x 12, INK Iriiii�i�i��ri�i TiT� -- --7c1"4 3 SIDES 7/16 V 1/4 3" @ ,�i Eilm4 d' o FIELD VERIFY T�TOT�T� • ►- EA. END I ++ F'14 U U �; � -- _ �� O I 1/4 TS 3x3x1/4x8 0 .ALIGN 0 Z BOND BEAM � � 5/16 7/8 16 T 10), W/TS 3x3x1/4" BRACE. #0,,,, hi 0 BOND BEAM 7/8 , 14 �� -��,,, TYP. „ / ATTACH TO ANGLE 6x6 5/16 7/8 16 :1'L 3/8x5x5 1/4 ,�.� A W/ 2 PL'S 1/4x4x4 AND 718 / 1/4x3 GILLET WELDS W21 x 122 ,�,,.- ----1►--- 7/8 16 0 � \�\ CJP 7/8T1/8c 9 • 1 Ci) l'I'l ' -'4 ci, r... <9 p4Eimull E 22K JOISTS T� 4 ANGLE 6x6x5/16 O U U U ( ) PL 3/4x$x 10 iiri�`iiii 718 16 BETWEEN JOIST O T■ 8" CMU \ \ 1�--�1 1 ■ - W BEAM E 30K JOISTS O 5/16 �� PL 1/2x8x10 PL 1x7xFULL DEPTH PL 1 1/4x15x1'-6" ` PL 3/8x5x5° i i ■ ►, O �� GRADE 50 EA. SIDE GRADE 50 T 1 N ■ �.iii.�i�ii 5/16 4„ SEE SPECIFICATION FOR - r-'7" PL 1 1/4x24xFULL DEPTH B JOIST ST. ROOF EE PLAN FOR WALL INSULATION GRADE 50 0 0 . U • TYP LOCATIONS 4■ NOTE: 7/8 V .•t ■ 5/16 •5 TOP ON NEW W BEAM MUST PL 1 1/4x15x1'-6" NEW ROOF D NOTE: JOIST 0 cl, '"1 BE FIELD VERIFIED BASED ON CAP PL.,DOUBLER PL., PUDDLE WELD ROOF DECK TO HORIZ. ►�--i ;:t- U U ° T%% EXISTING CONDITIONS OF STIFFENERS AND $/ EXISTING JOISTS. S ATTACHMENTS PER DETAIL 52.1-13 TS 3x3x1/4 W/3/4" PUDDLE WELDS AT EA. LOW RIB. N E"."1 1 BOND BEAM BOND BEAM U . ° --V (N) -BEAM TOE JOISTS (E) JOIST GIRDER TO COLUMN BEAM TO COLUMN CONNECTION JOIST TO BEAD 14 1" 1'-0" 1" 1,_0" 1" 1'-0" 1►' 1'-0„410 \ ! V SEE SPECIFICATION FOR WALL INSULATION 9.9 1 -................. C:11) to) ANGLE 3x @3x1/4 j PL 1/4x4x4 9 IDOCMU O IMP- 1/8 EA.4.% 147:17 1111) GI A� (E)22K JOISTS ��U ;Id TO REMAIN END 2 / 1.5Bx20 GA. 2 --I _ (E)ROOF DECK ROOF DECK o ROOF DECK U 71- 'TYP> 1/2"EXP. JOINT 3i 16 _ T ::.:5" CONC. SLAB `. N ..e'� �� (ii3/> il 8 (ii 1 0S--- 100'-0"p _^\ -- PL 3/8x5xFULL :I .S 1.1 a EPTH, . SIDE x5x3/8x 1-8 u ' ,,- Q� �� 114 A-� ►iii1�i iii ::::::::::: = 11111 (2#5 CONT. ,, /,� '- Exl/4 i VRIY 5/16 3116.1 f - -- Frii WrA/AINNINIPAII% ■-s 1/4 V ; _ - - \ _ - FA f ----- - _ _ -- - -- _ - - _- - _ --- - �� I I:: w 0 y rilli-""P' .4 el oak,. „ I. r_.:i 30K JOIST EE DETAIL N 1.1 w - -� • S S O S 1 W21 ,.,,0 3/16 [;I _... U' - 1 1 4) 1 N -AI 0 CISC PL 1/4x4x4 c Ih115/16 PL 1x9x11 1/2 V\ r MI MI TYP. - BOT.FLANGE RE D LENGTH 3/8x 1 1/8 2 _ Q ANGLES SHEET TITLE TY? 3 o c 3/16 a _ 8" „ _ OF W21 BEAM _ 8"WRIFYW/ARCH. 8 CMU TO REMAIN. PL 3/8x4x8 U -- �� ._ 8 CMU (2) 3/4 A325 N BOLTS PL 1/4x4x4 AND ` • ' , - 2)#5x CONT. DO NOT �, I ELECTRICAL DRAWINGS \ ANGLE 4x4x 1/4 PL 3/8x6x6 - CUT AT CONTROL JOINTS 1/1 In 1/4 .10 rra TS 8x8 ''''Z DETAILS (1)#6 @ 24" O.0 . r ANGLE 4x4x3/8x ilk. DETAILS wo or SEE S1 AND SEE S1 AND 1/4 . REQ'D LENGTH i i ; DETAILS ON S1.1 DETAILS ON S1.1 ' 8" 8�► I I ::; Sx}5ANGLES%8x l " PL 1/2x4x8 W/ • •" 8 CMU ANGLE 4x4x318x (2) 1/2x5 HCA'S REQ'D LENGTH 4'-0" O.C. • CL COL. (E) 8"CMU _ : milimimmismiililliliiiiiimmilmlimimmilii A-A SHEET CMU WALL SECTION CMU WALL SECTION CMU WALL BRACING DETAIL W-BEAM TO COLUMN DETAIL CMU WALL BRACING DETAIL A 3/4" 1'_0" B 3/ 4" 1'-0" 1" 1'-0,, 16 1" 0. 1" 1,_0" S2 . 1 TS 4x4x1/4 REVISIONS ANGLE (2)2x2x 1/4 ANGLES /�/ 4S° \\\ REVNr&DOF RAWINGS 4x4x 1/4xCONT. , / \ PER TIGARD SPLICE PER 7/8" 0 x 2-0 A36 ROD DTL. S2.2.-3 \. 4 EA. SIDE OF GIRDER J.A.B. 4/1/08 S2.1 PLAN VIEW A REVISED DRAWINGS \ 4 )- / \ PER CITY OF TIGARD RROF JOIST J.A.B. 4/20/08 8" CMU JOIST IRD 'A \\ `fir'NNN ( \ 1 1/4"DIA.x l'-0" SMOOTH ROD(A36) / \ 1 ANGLE 4x4x1/4 / ..2 It. .—.` �� .. 114 :::5 / TYP. NNN PL 1/2x3x1' 4" MIN. / NNNN PER DTL. S2.2.-4 �r �� --� 5/16 4 5/16 4 EA. / \ r 5/1b 4 END / \ N / 6" / MAX. CURB OFFSET FROM JOIST=6" / 'N•\ AN t--- TS COLU�IVIN \ `� SKY LIGHT&CURB '� '� \ BY OTHERS. CURB ATTACHMENT �'�`'- 5/16 4 / ARCH.PROJECT NO. -- r TO DECK BY SUPPLIER RROF JOIST BETWEEN 4x4x1/4 EA. END 5/16 4 \ 0622 \ (2)2x2x1/4 ANGLES JOISTS SPLICES 1/8 \ �`, DRAWN PER DTL. DECK CUT LINE 1 1/2" "B" DECK S2.2-4 SEE PLAN ANGLE JOINT 1/8 ANGLE 4x4x1/4 BETWEEN JOISTS 1 \I JAB,RB FOR EXTENT NN�_� 121'-0" $ )1r , ANGLE 4x4x1/4 1 1/4"DIA.x l'-0" SMOOTH ROD(A36) . CHECKED � ( ) PLATE 3/16x3x3 A.F.F. GL,BW SUBMITTAL DATES DO NOT CUT DECK ROOF JOIST ROOF JOIST 3/16 > 1 BEYOND FACE OF J,IL, S 1 1 EA. END JOIST I jr '--\./\ 3/16 TS 4x4x1/4 Z\ ✓� � 03/07/08 /2\ y SKY LIGHT DETAIL DRAG CONNECTION DECK ANGLE SPLICE DRAG CONNECTION GIRDER TIE DETAIL COLUMN BRACING DETAIL —„,..„„,,,,,i„..1,..........., }; ; 4, � 6 CRITERIA SET W 1 1 f, 1 -0 1 1 -0�; 1" 1-0► 1" l'-0" 1 l-0 it 1 1 -0 cn A 4W O�o � O aAw a° u a O w A Cr: Lt.) 0 N.E4..,6410.(RP4,4 w p v $al) 8CP wQ° v E-AZ w Uwwa�Uo° x � o� waw,x w U pzzaO �-' 0M rnOgc,,Ot..) :) .'c)�p( � . .1. a Q M vHv o g.4.0,14.,F,,, O °-o v) r w 1ri 'Q Ep J8A sQ po z W CO Q M N CIC * z Le' W Fi cc Q ~ M I = < ) O MI ill -...- I— 53. c'N'< ,§ a. F = : REVISIONS 1 BU DEPARTMENT-- EPARTMENT - RESUBMFITAI, 05/09/08 7 COOLER BOX - - 11/ _ COOL,IiR BOX i. - >4\ZI r / / / / lo v\/',./4 PANE', 8- Civili *WALL - - Ar-iEL , \ \S I" RADIUS(tYP) '/'\x/ \/\,,,\ - 4- - //// ///i X 4 ,- .,- „:„ , COOLER , „,,.A . 5/8"GYP. 11RD. r. RADIOS(TYR) C-0.01-:ER _ _ 4,4> 4,1 „ Am! 3,, 1- COOLER BOX OVER 6" S'ICEEL -,, 110 -- PANEL I" RADIUS (TY P.) 4.44ONFI // /1/4" / /, / / 0 4 \ xi STUDS, RE:A2. #4 BAR HOOK , 4$ 1 #4 HORIZ. CONT. / • . #4 BAR HOOK ___ . COOLER 040, A ---- - - -- — , 1"CHAMFER ---- -- //., / / ,0+1404 . , 8" - - 1" CHAMFER(TYP.) CONCRETE - -- _ _ ,,,-BAR 02),, 12" 0.C. ,RE:Al - AC PAVING AT 48"0.C. 041 ., AITER NATE BARS ,, --- - z ,, „- \ 44417 _,.. - COOLER BOX //1/ ' / iliSliko 8" ,,, bk,&41% --''' SLAB,RE:Al / „ EIY OTHERS / P 4 -- kfrA - 100'-8" FROM EACfI SIDE. -, #4 BAR HOOK 8" ki,, . _ 8,, --, \,.\ ., AT 48 O.G. EA. WAY - . / - illr.air / _ PANEL / 4 t . - - -- \ . \ Nem 4 ,-- 7 100'-8" --,, 4r4 a ,./:// , _ — low-7 1/4,1 1" RADIUS COVE -- -- ,_ A ' kis A N -4\ __ .__ „ , — ''''' * - \-•''-'- J I A A ARCH.PROicer NO \ ___ _ . . jii _ .."*" 00'-'7 1/4", „."1"RADIUS (TYP.) . I"RADIUS COVE' - - \ - - -- #4 BAR CONT. A , 4 A I"RADIUS COVE - ""lk-_7 // / , c' , r — 4-7\ _ 'r 1"RADIUS COVE , -.,,,,, ' ,t). A \LI r V) A ' \\\' b\,\ I it: 11. I\ (of I -- 'e f--: N 110 P. ' N ' P ' 1. ' A N ' A ' IN•40' ' 'A .......... ........................- 0622 El.11 , \-\,„ _ TYP. 4 I N t-- ----— I 11 RADIUS (..„'OVE , ielf ,, 4, - \ r---- —- — A ' A r-4 ,,,,,,,, ' , ---- .,' , _____- ----i"RADIUS COVE , , ■.o VARIES p, i, \ t,„ ' 1 ,'N \' - .. - DRAWN ,Tt.. A A I I ' A ' *1' ,---- - -#4 BAR HOOK , - I '114</ \ \ ,.......L___„„ 100,...0"* ..-...,- it , ,‘,, 1 . . _z D.S.M.fis.F.L./S.L.K. + VARIES (3)#5 CONT. BARS ? / r/. ./ t'), , , t>, ',„ • Z AT 48" 0.C. - -A--- i -- ---A-- -- - 7\-- --- -...„,,,,A ',,,,,„ , ' i, ' - '6% -- , 1W--- #4 BAR @ 12"0.C. - I: 1 __($1_199!-On_ I. ,,,3 1 0.9t-O". CHECKED ' A ' /r r.-...,„ r, ,//://,/://:///::// ' R 1 ---*----------"-------NA , A ' A ' ' A ' A A A A EACH WAY , \ - '.„" , ,,, , A ' A ' '-'-'- 17- i'\ ._ , SUBMITTAL DATES ' I\ ' --, IA ' (3)#4 BARS CONT. 5,, jf T-0" A s A 1 '',„ NN , /1/ti //:1 N' , '-,_ ----- ',. — CONCRETE SI,AB, 03/07/08 --#4 HORIZ. BAR CON T. i / -- - - CONCRETE SLAB. ,,, .„,„,,/ / A \N . —4 z 2,- t , , , , , ,, RE- Al - - CONCRETE SLAB, \\ RE: 1 N „---- -'',„ . -'---- - - E: --------- CONCRETE SLAB, BAR CONT R Al RE:A 1 - - - (2)#4 CONT BARS 1T1/12,-1, ,IC_KENED SLAB EDGE OTH DAM Is CURB AT COOLER CO CURB AT COOLER & FRAMED WALL _1 0 4 11/2" V-0" , l'-0" ammusommommusimmomommo CRITERIA SET W-I 1Cyr CURB AT COOLER & FRAMED WALl,L-0,, CURB AT COOLER, 1 1/2" -- -- — 1,-0" 1 1/2" - V-0" 4111 ID _ orl itul k.,....logaiRc,i 044„Allwi)0 -9MebAt044 :48!NgRRg 4.40;42t45 ish'g rn(r2;:,,)J LEVELING LINE OF SEALANT PIPE COVER , -, TO MATCH 114"x4" g46P4610:14 BY OWNER. 7 ■0 'CONCRETE. DIA. STEEL TREi)N1114- 1 I \ \ ,„, WYPNI-DED \ OgRRA890 .,. ,--, ■••■•4 . , IMO %00 , b4m.AA A, PLASTIC , : ::- ,Ir-------WRAP OV-ji-C"---"--ji ,A NOTES: .6, z ' b PIPE BOLLARD HOLD NON- ' • ,' . 1 BY OWNER. 1 :A VERIFY ALL UNDERGROUND UTILITY LOCATIONS IBU 1/4"xl 1/4" SAWCUT.CUT TO BE SELF-LEVELING EPDXY SHRINK GROUT :t. I 4"DIA.STEEL I t' BEFORE EXCAVATION. MADE AS SOON AS POSSIBLE SEALANT OVER CONTINUOUS DOWN 1". 6" 9= A ------ POST FILLED :, 0) ('il , I °A Fr) SMOOTH GRIND ALL AFTERPOUR OR WITHIN 4 HOURS. BACKER ROD AT WHITE CONCRETE \ a ORE DRIL / .e'" 't. I WITH CONC., RE:Al FOR EXPOSED EDGES. CC * ONLY. SEALANT COLOR TO MATCH ,,,,, .......- , U) VI .._ b I LOCATIONS. I ' LU [,,,i (.1 .9 ADJACENT SURFACE. . A .. -CONCRETE Imml 0 = Csil trii A . DRILL INTO EXIST, -------- -------- . SLAB, I ',. CONCRETE'1, 1*. " 5,,---NEW 5" CONC. SLA13, ,,,N, ,it ),\;, RE:Al ---' / I , ,„ ROUNDED CONC. CAP(SACK FINISH) LLI § \ I I 7 W/1.3 X 13 D5 X D5 RE:Al. ' '' I 1 1 ' '''' . ° . r •:\' DOOR. 9. RE:A2 N\ _,,ii, „„----------PAINT TWO COATS TRAFFIC YELLOW C ti so H c-1 • , ----,_ 1-, "st. . • ,, I I, ' :-= ,- I. ; , , 1• L., , , Ai / ei, . . . ,Q OR AS REQUIRED BY LOCAL JURISDICTION i EXISTING cv 12"DIA. H (k) Z CONCRETE ( \- ----t7 ' ' , .‘„). . , A s ' A 100'-o" CONCRETE 11, t> A t> it STANDARD STEEL PIPE FILLED WI CONC. • I---' LU TO WALL 6"TYP. -1- ___ V 0 .4 , ,,, A SLAB i 4 . 4 VARIES ti:, 0 > i < VARIES F.1 , • CORE DRILL. . ; • cv A - < DIM.VARTES 1 1 ? ;- CEMENT WASH SLOPED 1"ABOVE FINISH 0 -=_. - - - ALLIGN DRAIN Fr, \ . a D DEPENDING ON ' GRADE ed CL uj AL A DEPRESSION . 'A , - • L, DOOR SIZE. le 4 FINISH GRADE ......,_ ......L. i„ L..... WITH FACE OF A — cin (-4 - - - r V. -lor ei . . , .„ . Zio k 111 a., 6" CURB IN BOTH II& \ ; / / NEWS" CONC. DIRECTIONS MI \ .,, . ,;Its, i! .. 2'-O"0 CONC.FOUNDATION * (1) die c) CI SLAB,RE:Al. NM= E .' TYPICAL BOLLARD DETAIL BOLLARD&DOOR ALIGNMENT (-9 = A BOLLARD DETAIL AT B 9= ',1;.1 ', ',' AT BACK ROOMS kr, 414 MAIN SALES zsr NOTE: VERIFY EXISTING UNDERGROUND #3 X 24"DOWEL to d:. I! ' AT WHITE CONCRETE UTILITY LOCATIONS PRIOR TO DRILLING. \ @ 18" O.C. .1 hd- — FACE OF PUP ri \k, i \..r01\....At.„,.......,,•"'r.,,,„r"........o"..00Ai,„....,,r4*"'" \/44 'k 1 s A 1 DOWEL REINFORCEMENT FLOOR DRAIN @ in Z\ AT CONC. EDGE Ill COOLER DOOR PIPE BOLLARD PIPE BUMPER" molimi■orimmisemos (CS,,,CVS41) litil, 6 1 1/2" l'-0" 1/2" l'-0" 9 3/4" l'-0" 10 1/4" l'-0 9. i RUCE W. ER A BO' t, IDAHO NEW CONC. ,rfik '4 (P'' 2-7/5- cS" SLAB,RE:Al. NEW FREEZER . BOX PANEL 14"OF OV'' #3 SMOOTH , DOWEL SET IN 2 1/2 " ii,,„ NEW P.T.2X 6- -02 EPDXY @ 24"0.C. 15116.111+ ' WOOD BREAKER II,/or ammulmaro . .. .4 A EXIST. SLAB &FLOOR 4,..7.....:7:---.7-.::2.1- A A , L . A' la 4 ' , P. 4 ' /), INSULATION TO REMAIN 6 I Aid, , , , re 7 , ' • . .• 4'4, 4 .< A ' • '' . 44. • TRENCH DRAIN SCHRDUT.E SMOOTH GREASED ■ • 4 0 •• • • 4 A016. , ....... . . . . . .....A.t. ......t..... .....4 CD 0 DOOR SIZE TM_ SIZE END DOWEL ., ' -, ? _____ (2)3'-6" (2)39.2"=78.4" OVERLAP NEW VAPOR Z P4 - BARRIER OVER EXIST EXIST.VAPOR LTJ BARRIER r MATCH THICKNESS ra) 0 NOTE: FIELD 6",-- -NEW CMU OF EXIST. SLAB ■••■ 1......11 cv VERIFY ALL V WALL,RE: Si umw4 E-1 Z FACE OF WALL DIMENSIONS TO \ &A2. SEALANT ' EXIST.FREEZER------- -1---1,-1- MATCH EXISTING \ A CA l'''"•"4,,,, 1/2"FIBER 8" C'URB PROFILE. ' j DOOR WIDTH PLUS 7"EA. SIDE BOX PANEL TO CA " Pi Clef ISOLATION / 'n ;Ir BE REMOVED 91-0" JOINT #4 BAR CONT. ---,. ' a6 A I CONT. SEE T.D. SCHEDULE / / : SACK ,--------- 12"MIN, 18"MAX 10V-8" .--"4, ,,c_____ . #4 BAR HOOK AT 48"0.C., FINISH ri;1 t. ' A I #4 BAR DOWEL CENTER T.D.IN RECESSED SLAB 4111 cv ----- --------ELT- 1\ /1 L 1"RADIUS- .___---- , '1 r) ,1 #4 DOWELLS INTO EXISTING EXISTING I\/\IL----- 1 401 14 • (TYP.) = t--. 'ILII IA ' il SLAB @ SIM. SIDEWALK ' '' 11' -41 T I/ \I 1 1 A E 1 -,---t 1 A L ' i ALLIGN DRAIN cg, . •• 4 , N I'i , 1 001-0" • A 1001-0" DEPRESSION A \ •S: .•.•• . .41. ■ 0 C) cf) \\ 0• • • • 4 .1[A I \ 1 Al I , , : WITH FACE OF 1 • • •• • L ! . ... 0, • • 4 , / , I I • e U „ s I CURB IN BOTH i •• 4)711, •• • 4 , C 2..----,/ , ,---,- IL] i N t.... AAAAA.A............A.A.A, A ' A 1 A ' A ' j[ .. -\-- i DIRECTIONS V EXIST. SLAB \ \ t. \\ 1 , „ , 4--- -EXISTING ME= 111=111=- TO REMAIN . 1 111111111 i 4 c.,....) FOUNDATION CI cip, _.____ OUTSMF COOLER DOOR WI Mr.....4 CONCRETE SLAB, I WALL FACE OF EXISTING SLAB,FLOOR INSULATION EXIST. SLAB &FLOOR RE:Al 4- — CURB TRENCH DRATN &P.T.2X TO BE REMOVED INSULATION TO REMAIN A • TOP SET CURB 11/2" l'-o" 4 11/2" 1,-0" 1/2"11) CONCRETE CURB 14 @ DOOR ' 1,-4" 11) SLAB @ MEAT FREEZER 11/2" P-0" iiimmuirmosammonsomommo (II) IN elk 1111:11 1111111:1 11::11 IIIIIII::::: C1111) III ...■.................. SHEET TITLE SLAB DETAILS 11 .....0 SHEET A1 . 1 REVISIONS 0 0 • 111) 0 0 0 0 0 0 0 KEYED NOTES 1. EXISTING CANOPY FRAMING TO REMAIN. /ilk 1 20 (BO I 16 1 ilk • ' , 6 2. STEEL COLUMN,RE: Si, S2 &A2. 3. PIPE BOLLARD, RE: A1.1-9. ' CSP 411111 cliP , 7® t4F lib 128'-0" A" AT COL.\ TYP. TYP. 0 5. SUSPENDED WALL AT COOLER, RE: A8.1-5. Clir BEYOND\ 1 8 I AT COL. `fr T.O. EXISTING ...- ---...„( \ ' ' IMP I ; / BEYOND / _ 1251-4" 6. LINE OF EXISTING PARAPET AT RECEIVING ROOM, - _ CANOPY / .... .... \,,,..--- --.. ■19,.. ,/ ,---- ararlWjerdirdbla_„49.71411KiiiiirrieneM119Thart T.O. EXIST. CMU cr 7. NEW CMU WAL,L,RE:A2. Junin, , - , - -- . • • - .-.,...,..,4,....„,4- ‘ .............-- _ I • . = -'....:...?-, .,..,,,-IL,11-•;=,., - BEYOND . 1 1 ' i i ' • 'i i .. % ./ I i ii. i.,, i .1 0 1 int j.m...........m..7 .4;ifitizmrisinumarinmurairen 8. NEW CONCRETE CURB,RE: AL1-13. _ -- =. • A.:..... . ' ..4:. .. A. ,' .4„ , I,„„ ,,4 _ .. -1 4. III 11111. . gm _______ _ ___ __ / TYP. y , 1 ......... ,........._,46:,,,,..„,..*ar:varjgm 120-6 5/8" 6.,_ ‘ :9.,,.:;,- i ‘ .., ,. - _ ---- - - - --- --- -- ------ ---- - :. ElagnialingrAl TO.NEW CMU @ "?. ,... / -.. .- - ------- 10. SUSPENDED VINYL FACED GYP, BRD. CEILING,RE:A8 .. .....,, - - - - > - - , ____ _ - liffria' J• REAR WALL TO / Am,- ''- , I pra usib i to 12. 1 HOUR RATED EXIT CORRIDOR,RE: A8.1-6. MATCH EXIST. 41110 14 L- r-3Th 410 MP 10 5 BEYO„l4h1 i / it a 13. NEW ROOF FRAMING,RE: S2 14. EXISTING ROOF FRAMING, RE: S2 04, 1101-8" ,. \,....-, PRODUCE „ ' "I'Ll ..1.*3 ---Q0 400. TYP. 4152 WORK.AREA 11011 • nprairiza.. inn 15. NEW CONCRETE SLAB,RE: Al. ly B.O. EXISTING 101, k -------- - - 111011 ----A-----____ _ __________- ---)' BEYOND SOFFIT EIIIMUS2+ 1-1 16. NEW SINGLE PLY ROOFING SYSTEM,RE: SPECS. Ts/P. \,_ 3 --,_., PRODUCE 0 - 2.13~,i BEYOND 19 19 -04111111 \ r COOLER iroil STORAGE' 104 I po - as 1 17. EXISTING CMU WALL AT ADJACENT PETCO SHOP. PROTECT DURING 8 / - - _ / ..„, ---"I -- 105 A / .0.. le41/4., -1-ilrilliklill CONSTRUCTION. I TYP. TYP. / li k / il r ii• \ 1 Main Mt :4?, MAN 1 ...j...A , 1001-0"_Ai,. 18. EXISTING CMU WALL BEYOND AT RECEIVING ROOM. tA -at. i % ' 1 P V ,........„A *........A. /1 ii 1 N FINISH FLOOR ‘1. 19. WRAP W COLUMN W/GYP. BOARD TO BOTTOM OF STRUCTURE ARCH.PROJECT NO 1 4111° AI alik ,I-I 1 ) W/STAINLESS STEEL WRAP UP TO 4'-0". 0622 i 0 •‘i )/ i...i ) lar W 444:-.._.--,...r c,„ 20. EXISTING SINGLE PLY ROOFING SYSTEM TO REMAIN.. ‘....-4 EXIT DRAWN Atlik L L 460 CORRIDOR!,1051 Alki 21. 1 3. "RIGID INSULATION TO BOTTOM OF FOUNDATION WALL. D.S.M. KW KW 22. SKYLIGHT,RE: A7,A7.1-12. CHECKED TRS BUILDING SECTION SUBMITTAL DATES A A 3/32" P-0" 03/07/08 MB DATE 0 0 0 42:4 In 1e4 410 4111) 4111 CRITERIA SET W-1 imitimmommomms \ 0 26dal 1.404 \ 41E10 . I 0g2hi , 16 ink \ An s \ 125'-4" Ilk WiP , viiRr .■........ 00.,,, R1,3g4 , vilir /- •e 1 v 1 125-4" 6, T.O.EXISTING ' wHyrifilmilillyj. .t.rmimiTTimilimiT.!....immg...iii,....!..TT ....imprip......m !.ti _....., I T.O.NEW CMU f CM1J Z'4..)PRIr4) t:'5'M T11161, =4.) '" c ....).;•444,44..........•...........................*4:4•4;:44..44444:::;44444 44444..-4.4..444444.444■.;h:::444444441444.444444,44:444....44:;•44'; ..:;<VllrAgiriiVrAllaPrAltirialrAiallPALVAIInlrAIEPP - II raiikvi:4(4). 1/49 14 I 14 $gome,t(. c&6114.1-1cP '''' BEYOND I BEYOND 010' 19 0 i 1 1 0 - _4--- (2.) 19 . 10041-0" . gr0,4clarg ge'c4iiiirug tr,N44 can4A0 1A A A 0 1 454>:- 0(1:5Q 0 I 1 ../ (•'.,' , 1 00t-0" b. .21E.M.11.410.10.1.0.13.1C7111111.113.1:11.MISIMAIIIMMSMINAVANWIMICA.111740,110M.1:14111111MMAIRIN101.1111MICIACI FINISH FLOOR .....1 .ii FINISH FLOOR . . : 0 ‘ r '-':t'?.??. UJI • ‘,..........„..x, stin 0 I Aft 0 qiir 4D 4D 1"." 0 (5 r"clii g IT- 4 5 c,i Lii .-.... .,,,-- r:l PARTIAL BUILDING SECTION PARTIAL BUILDING SECTION 's Q Or E4 1 71 F"Xi ."1"1 "51 3/32" B 1'-0" 3/32" l'-0" t=i c(/) Z ,c-i g'-• 9 w .1- a, (e) •I:c'.z 2 I'C ri:T"4) I?' 1) en a E _4 1... -4 c, U91 LU v) cv .0 0 0 Dkr) 41.4 QC _ CO 1111•1111111111111111111111111111111111111111111111111111111111111111111111111•111111111•111111111111111111111111111111111111111111 OD .0, ‘Lf4,05°....* 0 0 ' B CE W P7 R NEW CMU _ .0. ..4 7 . ESEN --0- . en " / idorior -3 . ' WALL,RE: A2 ...._...- IV 0 COLUMN 1/2 DIA.x4"EXPANSION 1" 4" 8,, BOIS , IDAHO (i'ss 2--7115-Qt) BOLTS TOP,BOTTOM k 7 4, 4S5S .1,,,i1/4r 1 ..$ &CENTER. OF OVk- ,* 4 0 0 6" 2" ,,Are, 8?I '11 114 5/8" GYP. ' -41P t3 p, PORTION OF BRD. SEE , 4 F. .EXEST. 4 SHEET Al0 :: 4 \ 0 CMU WALL FOR WAIL 4 6" ' 2" .. WALL TO • 4 FINISH Or REM.AIN. 0 4 4 0 4 41111 COLUMN 1 4 rn 600S162-54 I 4 STEEL STUDS 1 4 COOLER BOX CI I 4 RE:A2 I ■ 4 5/8" GYP. ■ :.1 -8"X8" 22GA. EXISTING WALL. < - - - -I DOWNSPOUT, FRAMING 4 0,,,.‘• 2" 4" 8" 4" 2" TO REMAIN. I 4 co) C) I RE:A7 1 1r) 1..:111 11' gird11:11111: 111 III I 1... /b. .■ -mall COOLER BOX PANEL 6005162-54 I 4 Z (24 5/8" GYP.-------, .rAlwArArar■Am1/2 r- - 1PPIP.- STEEL STUDS ; , • imm 5/8.,.:" GYP.BRD. BRD. SEE .I RE:A2 SE.. SHEET Al0 I 4 _ SHEET Al0 -I r.: ill ■ 1 FOR WALL FINISH. --- I 4 Z FOR WALL •i -1(,...) , ,, 101„,....-1 BELOW,RE:Al •1 ..-- I 4 Co) FINISH 0 ci, -...e.' 1 crl - - II 0 h■lail . III at .0. :..t (--- _ --.L______- -PULL COVER TIGHT 0 __ I- 8. -44 0 o ri-, 044 zzlv...4 L___17. E., _.:14 TO GYP BRD AND CLOSE ■ 'Pa Lira iiivA lereA LwA Fre.. AxITTACINHFR_AMINcmt j ?TO Fulli4 Eall4 0 Z JOINT W/STAINLESS w 1.9..W., 4 ;,,.% ' • Or 4 C4 el°1711 0 i' - . • '1 STEEL SEAM FLAT LOCK CLIP. STEEL 0 re, / . 5/8"GYP. POWDER SET PINS. :1 EXISTING-----) , L.... _....) 2"--...\ 4,, 8n 4n 7- 2n 0 4 ---r-- COLUMN, .1M110 t-7-1r14 BRD. • RE: S2 /1/ / / /1/ GYP.BIM ..t... .r C4 PH" 6 in Fr. T-----\STEEL COLUMN, o• ■ : &GLASBOARD i CONC. CURB EIMMiiiiiirini I RE:A2 :AllWr AllirAllraiiiiraiWil ,., Al '.I- 7 -, -10•" • . . . • 3/16"BENT STEEL k------4-4----PLATE,PAINT,RE A4 TO REMAIN. NEW 5/8"GYP. / ,. P.•...-'1 ''''‘I 4 BELOW,RE:Al. ..../ I:„ AIWAIMArillrAlli1/21: I ,-,,, STEEL ...iiiiiii .: 1 5/8" STEEL STUD 1 5/8" STEEL .! ak.. 4 COLUIVIN, 11111111_LF ":4? REB°:ARDA10. &WP1' 0 AT CORNERS,TYP. • I 4 , 0 1-..1 STUDS,TYP. \ \ °r---,_________ 4 RE: S2 *in . . , i I-1 1/2 DIA.x4"EXPANSION • . 0 4 Wmg,4 441 r., 1.:.! . I 4 'rAIIVAIIIIPFAwAiTIWAIIIPP' .. BOLTS TOP,BOTTOM NEW 600SI62-54 .: 4" I 4 WRAP 5/8"GYP BRD 1.4 . 4 II FRAMING, 0 Cmil g &CEN'TER. I 4 I GYP.BRD. TO BOTTOM . l• OF STRUCTURE, PAINT Pl. •, ,, l:: / 0, 1.'1 id TO BOTTOM OF ROOF DECK,TYP. ALL SIDES.PAINT Pl. , ., 1 5/8" STEEL ,., , Ill 1;111 • ... . 4 .8, ' I ' 0 Do I :1> SEALANT 1;-), 1-11 ,: il li 4 SPACE 4 5 13/16 2"j# 6" ji STUDS, TYP. ,•■ ; i• ,. / . 4 c) , , i 4(VERIFY) , !. I'l 0 0 PLAT4 VIEW kor) 1.......4 AlWar ZAPArditra:14-------22 GA. STAINLESS STEEL ELEVATION Mill111111111111111111111111111111111111:1, COLUMN WRAP TO 41-0" 1----- E--1 A.F.F. SEAL TOP&BOTTOM JOINTS WI CLEAR SILICONE ' I SEALANT COLUMN WRAP COLUMN PLAN 11110 COLUMN PLAN 4 DOWNSPOUT GUARD l'-0" 0 FRAME WALL/COOLER @ EXIST. CMU 1 1/2" 1' 0" 1 1/2" 1' 0" 1 1/2" l'-0" 1,, 1 1/2" • 111111 4411111 • 111111111111i 111111111:11 imuoisomiliiiiimillowiwilliiiiiimmimmomm SHEET TITLE BUILDING SECTIONS & DETAILS i......IIIIIIIIIIIIIIII................ SHEET A5 , 4 --- -- - --- - ' -- - . GENERAL NOTES 4- . REVISIONS 1. CONTRACTOR TO VERIFY AND COORDINATE ROOF PENE'FRATIONS, CURBED OPENING,EQUIPMENT LOCATIONS AND EQUIPMENT CURBS WITH MECHANICAL AND REFRIGERATION CONTRACTORS. 2. REFER TO THE STRUCTURAL FRAMING PLAN 52 FOR ROOF DECK HEIGHTS TO ESTABLISH SLOPES. 3. GENERAL CONTRACTOR SHALL FURNISH AND INSTALL ALL . REGLETS. 4. ALL PREFABRICATED CURBS AND/OR EQUIPMENT PLATFORMS SHALL BE FURNISHED AND INSTALLED BY GENERAL CONTRACTOR AND SET LEVEL. 4110 0 0 0 0 0 0 410 0 411) 0 411,) 10.8 4E1 5. ALL DIMENSIONS FOR ROOF TOP EQUIPMENT ARE FOR GENERAL LOCATION. CONTRACTOR TO VERIFY ACTUAL DIMENSIONS AND REQUIREMENTS WITH MFR. CUT SHEETS, SHOP DRAWINGS AND STRUCTURAL FRAMING. L,. , . PROVIDE TAPERED CP TorLT ^T HIGH SIDE OF ROOFTOP MOUNTED , , 1 1 EQUIPMENT AND WHERE EQUIPMENT IS PERPENDICULAR TO ROOF SLOPE TO MAINTAIN DRAINAGE FLOW AROUND CURBS. l' 7. ROOF SLOPE DESIGN TO MATCH EXISTING SLOPE(0.,, 1/8":1'-O"PER 11 I I 2007 0.S.S.C., SECTION1504.1 & 1611.2. SEE STRUCTURAL CALCS. II_ III s CO - ---- --- _______ __ ,._,_ 1 I II I•111=IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII E; 0 , 16 _______ , I KEYED NOTES ' , ARCH.PROJECT NO 0622 , , , 0 • . i. EXISTING PARAPET TO REMAIN. DRAWN II a. 2. EXISTING CSPE ROOFING TO BE REMOVED IN ITS ENTIRETY D.S.M./S.L.K. , , cm. 1;1 0 0 . IN _ _ AND REPLACED WITH SINGLE-PLY TPO ROOFING AS SPECIFIED. t " -...•, ... • • • , •‘ • ., • .. • . • . - , • .. . .. . .. .. . ..•. . •...,.....,.,,, . . ,„•. .. • •• .. • , .,.• -• , •.... • • , • ,e- .'-i •• ..•. . , . '`. , - • - • . • . • •s. •''•. . ' • - • • ' - s' . • s. • ■ . . . •• . .„ . .. , ., , , .. ,, . , , , . . , ,, . . . „ • . . , . . . . . . . , . . , . • - . • . . „ . . , . „ - • . . . . , . . . ■ , • „ • , . . . . . . ' ' ' . " *" ." - ' * .. ' . , . . . . . . , . „ . , , , „ „ . . • `. .. . , . . „ . . . . . . , , , .., *6 . ' N - . . . .. . . • . . „ , . . . . . , - . • . . , „ . , . ', , . • • . • , . . . . • , , . • , , •. , , , , •• . .. , . .,„ . . 0 EXISTING ROOF INSULATION TO REMAIN,PROTECT DURING REMOVAL OF CSPE ROOFING. CHECKED TRS SITBMITTAL DATES 1 , 0 i II ' a :Eh . . . "77' „ . . • „ • . , . .....,__....... .‘,. . . , .oil.1... vot....• • .• '•, '. . ,, . -, ., ., •, •. .. •• , , . •. ._ • *It _ „ „ , . , , . , . . . , , . • . , ".'. .:'il' ' '. '41111111°' '''...''''.'...''''''''''.'.'''''''.:'' •..'''' '' .' '14 3, EXISTING GUTTER AND DOWNSPOUT TO REMAIN. REPAINT, RE:A4 - ---------- 1 , . 1 I 0 • • ... ••• .. •••. .. ... .. .., ., •• •. ••..... 4. EXISTING PARAPET AT ADJACENT PETCO STORE. 03/07/08 5. EXISTING ROOFTOP EQUIPMENT TO REMAIN. NO WORK ------- Ailk _ )11 alik I I / „,.--:----77,..... • •..,„..„. . .,...,... . - • - . • ••. ,.. .,...•......._30,7,ii,AVIIS.,,,...o.p a - . , :: x. ., ■,,,, ,, , , ., , ., . ., , .. , •,, ., •,, , • . •,,'•, ..,*,, •.,.• ...'', •.,'-."•,, ••. ,,••• `,,•.•. NS:.:::. . , . . . , , , . . . .. .. ,, ,. .. ,, , % ... .. .. . ,. „ .. REQUIRED. MY - 2 . ... ......... .... A7.1 . A •• . . '• ','•:•••••'' '':'::'''...*:.''1‘ii..2....:,%::'':.*::.•'•:-.:::*•'%:::**':•131..•2•-'''''''''''''''''''''''''''''''.*'''''*:•••2' ''-'•••*.. . . . . . . " -, - •- - - -. .. •. •• • •. • -. • , • •. •. •• , . . „ * • • " . • • * ' * ''' • '` *• • .. - -. • *. •. ., ‘, 6. REMOVE EXISTING ROOFTOP EQUIPMENT AND ALL RELATED OTB DATE /-01, I 4.5,;:4!:.::::-.•::,•::-...:•:-.:-•-..-•.:',..•'.::-...-,•-_:-,.:..•..--.:.-•-•-•-.---:---.?-:-•.'-••:--..-....-....••••••:-.:.•::221-47.::,..-Y,• -•••-•"---••:--••"•• MATERIALS BELOW ROOF DECK 41111 F--a -v..-.:s'i.:'•::••:::...:.•::•:.:•‘,:•-•.:.-:.'::'...*-::•--::-'-,--:::'-:'-:11--..',..'..:•••:••1:•-•:•'..:‘.,:•-'••,:•••::.-,:•-:.-::.-::'-:::•:'...'.'‘?-::*.-.:.-0'..:'-='-''.-:':'... Ali ..‘......., .....: :,..%., .., ...s.,.,._., ,.,, ..,. ., , ..,,. , ,..,. .,,., ..". . ,,.. .._.i s.:. ,,..,,.,..:, i 7. EXISTING ROOF HATCH TO REIVIAIN. 0 . I '•-•:-:1::::::•:::::::-.,,:::::•::1,:::, -.1:.::.•:.:..:--:•••::.:.:'.••••.::-. : .•:‘.1:. . . :::•,.,., ;.-.:,;;.!.,::.-i ..:,:•,..: Tar 8. EXISTING ROOF FRAMING TO REMAIN. PROTECT DURING ... ..._..„....._ , •„ . .. .• . . . ., _ . . . .• . . •. . , . . . .. riz't CONSTRUCTION,RE: S2 FOR EXACT LOCATION. CRITERIA SET W-1 110 9. LINE OF TRANSITION FROM EXISTING 0 0 - PlAr - AI. . ' ' ' '. . .. . .' . . .•::-....{. - -:-:::.:::\:::.::•::::::::::::::::..\•••••.--..›,4...... ..4i>,....:-..-••• -2,....-2...:.,..%.....,2•,....,..'..:-,..... ROOFING TO NEW,RE:A7.1-8 AND 9. 10. PREFABRICATED CURB FOR AC UNIT,RE:A7.1-3,M1 &M2 11. HOT AIR WELDED WALKWAY PAD,RE:A7.1-6&SPECS. ?lig 1.-■ ....1 qo $g2E0g4 0)-1 P pr.4 z 0 ' \ . : • • • . -; \ ".• . ...;_ • . ! n \ - _X_ .*. 1.- •'. , -.•, --'.,-,*. , ;14 ::•-•:"1,;"•:2.-••:-.::.-•:"•::,.:.-•::-..:.••::-•.:-..:---:..-•••:---•-.--•::-..:.•.:,, "-:".:::-. i:-.--:",••••:"-:-.-•:.-•:-..."-•:',•-•:•-•:43.,:\.:41.1..Ro-.---.:.-•:.,•y;):-...--::.,:."-.:-.•:".."-•:-.-."••:-‘•."-•:...:-.•::.1:.-•:"--:---."-•:...::. 12. NEW ROOF FRAMING OVER BUILDING EXPANSION,RE: S2 POwt".3 f-44:44 '21. .• .. i . i - ' i' ____ . '-::.::':: ,.:..::•:::•:::•-•...-:'...*** ' ' •••••::.-::-‘v)‘...:a0•‘••••r:..1.4'...::'-::.•:::-.::-:....::-.::-.:.-.::•.::-.::-.::•\::.::-.•:...:-•-::-.,::-..:-..:•,-..:'.•;.••:., 13. EXISTING ROOF FRAMING(OVER ADJACENT SHOPS)TO REMAIN. • . • . • 1 E A . .. . . „ . . . • • • • • • • • . • • • • . - , , • . .„ ., . .. ,., ,•. 'els : :: : i 23'-0" 9 •\.'...'i• ••••••••••.:•-•---:',:'•• -• ..•••••-:•-•.:•-.:•••::.•-:...:•••.:•••::-.:-..:;,::•••::••::-.::•::- •.::..:::•.::-•::•••:-...::•..::-.::•-•::-.::-:.'......:...-..2...•...;•• I RE: S2 FOR EXACT LOCATION. .. • • . 0 1 4, . .. :: : wr...)44,4dt•-i,..4,-.101-0,...,(4 ,.• 0 Q - :: .. , . . . • . . . _ • : 14. SLEEPERS FOR GAS LINE,RE:A7.1-4 i I I I I : : :: .; .• • ,--, i. I :,::.::,:‘...;!.-1,••••••:,..•,::•„,:,:-:.i.:-:.•....,....:.-.,;...*.:•...::.,:-••.:• ,...:'..i.1::.,:--i.:•... .:..:.i..:;.-:,:,....:::..,::.....:-.ii.::.- ... : .,::•......:-',. , -.,::::•i:.:-:..:,:,:.:::::::Tii::•,..::..1.:,:: 0 P-Ic4Q5 °§-401r.cil:146-1 , ' , . .• - .. : .. . •• ,, • :•, ••-:: . .. . • l-s I 410 15. NEW GAS LINE TO NEW ROOF TOP UNITS TIED INTO EXISTING $RRE3rZ) ,12,4°0 :: 0 0 0 sa„ :: „ : . ' GAS LINE,RE:P1 FOR CONTINUATION OF EXISTING GAS LINE. oo 0 : 0 :,' :., . : „. • • . „ • „ . „ • . •. . .. „ „ „ , „ , . •. . .. , . . .. . .. .. . .. . „.. , , .. . . .. r;cq ri944›.t5ApEl, .. i• ,,,,----,.., ,•:• IP' • • . . • . . . • • ... • . . • . . . . . . . . . . • • . . • . . • • .. . .. . . ... . . . .c .. . . . .. • . . . . . . . :.:.... :..•. :.:. _ :. ... :.:. :, . . . . . . . . . . . „ . . . . . „ .. . . . . . .. . . . . • . .. . . • . . .. . . . • :: ,. • ;. .. :,• 16. NEW METAL GUTTER AND DOWNSPOUTS TO MATCH EXISTING, ;; ..: • .. „ 14'-0:' -:: .::::• .:-..:...:•••::-:,.:.....:‘.:. :..:-.::.:::•.::..:•..:-.::..:-.:::-:::-:::•.::,,:...::..:::.::..::-...,..:...:.\.„,...,\:„,.........,....,‘..........,..,..... ' • PAINT.RE:A4&A7.1-7 g ar4c:DEilgqick, v.) . -• • , .-. .• •• • ••, • -• . •• • •• • •• • " • • • . • • . a •. no- 17. EXISTING GAS LINE&SLEEPERS TO REMAIN. PROTECT DURING 4M.:2•1510,2EQIII-1 :: .• •• zi- 0 0 : - .•• :••• - : m ;t:-..:-. i, ii „ , • . : • • ..:-....:•i. :....-.„..........,.„-....2...:...:.... ........:........:... „.:....., . :,:....:.,.\-...:,. ....... :,,.....7.,.......:,...,,;-7. ,,..:,.,..,..,.... .. :: • .. „ ,. -,./ CONSTRUCTION. 51ncliicrLa'-'0 - ---;; „ - :: :: rn • . . . . . • „ • .. • - . .. • .. •• .... .. •• „... .. „ „ ....-• .. .• • • ..,..„ .,,...4.,.. .... ...„..... . Bo ii 0 ., . ,..... .. i ,,,• • • ••.: , ..••• ....•••••• „•• „ .. ., •-.. „ ,„-••,. -. . ... .•,„. ... .,,••.. ....•.,-.,,., . ••. ••,... ...„. ...•.. .„.....•.,•.....,•.,. 18. EQUIPMENT CURB AT ROOFTOP CONDENSING UNIT,RE:A7.1-10, --i. 0.,...-4 ,., •. • ,, , • :'-..•:i.-.:••::-:.:•-::•••::.:.:•.•::.•::••:::-:::.:::-:::.-::••:::.•::.:.:: .;•::: :•.:::.::....*:.::-•::'.. .:.::..i,..:-.:-...:••:.••:.---:•••;.•,•L:-....',..,...*:,- Ml. 0 0 0 .. .. . .. :•, , ,,,,./'-.,,._ T.-."-••-•.--•.-... ... .,.. I . ..,.. .......-...\ 0 0 0 ., "dr.' 0 0 il _: ;it B . .., ;,.:,..k.:•,.*••••,:b-","",:".".''''''''.*.'"?..'''.'*"? • '."••• ilil 111 011:::::•''. .''-'''' . •• • - • •,. • ... ,.. „ .„, .,,.....,,..„,....., . •, ... . , . •,•.. .. ., • .. , .,.. . . • .• . . • , • , . •, , „ , •, , . •, 19. PIPE HOOD FOR REFRIGERATION LINE,RE:A7.1-11,Rl. Z .:::'::::.:::::-.:::-:::.:::,::: ::‘•:.::.:..:-...:..': ....... ,. . .„....„. .. „... . .. ; ......,........,,..„...,.. .. 0 0 . F- 0 . . . , . . .. ., „, .• „. .. ., ., ,,,„.,...,,,.... ‘ ., . ..\ ..‘, ,, 0 ..? ;,.... i ,.n.,.; ...__:................................::... --.) •-•:':.'.......,:-...•--.'...•-..':.....: 1:.Yr....''..'...*-:.%-.•-,•:::mgm ; !. if,.-::•:.:..;:-.;.;..;........ LU a © .. .;; ,-_-, .. . ............ . .................................................... 18 ::::!: . 0 ••:! 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SKYLIGHT LEGEND INU •• :•-•.-.:.. -.:.:..:.-•--.:. ......,..,.,.. . ..:. .: .• .: -: : : :: : :.': ...11111. :..: ....,.: :. .: :„ B ••• -...., •.•.,'•.-,•••••.•.,:.•..•.-,.._,‘.s...,.,,....,..,.,,......,,„.,., .. , \ , ., .. , - -* \ -- • • ..-, . -, •• ..... •,•., ,•.,•, •..„..,•. •.....•, en B B B .. :, j, ,---B 2t-4" 0 @ 8 0 .. •• .• „ , .... •..„.. .... .. •• •,.. •... „ .. ..,, ...„.... ,, .....„ ..,.. ....., ...,...,.,,,..,.., - -.• .. \-. -• •.-• , ••••••-..•-• ,..-....-•.•••-..-•...•••...... .„..„.-.,.• • „. „.„..••. ...•.....„• ..„. :.: •• 0 • ,r I----- :-.1 A ... __ co *. I :. :::: . -.•:......,;:•.,....:.:,....„:„:„.,,,,,,;:..::„.::.:•.-.:,,,,_.„.„.•::‘•,.:-...:.•:.,,.,,.:.„,,,‘,,,..,.......,•,:,,.........:,,...„,,,,,.,., 11' 0 = 4 4 ,9 .-..::,.v........,.::.,::•.:::-.::-..:-•.:-•.::... .........2.,....•.......,...--...,...... ,..,- -.-...\,:....-..'..:'•...,.\.:-......:-,:o::.•:-••:‘•:.,......•.: ,. 41. A 0 0 i': ...-::: 0 ............................................................................................... .----:::::::::::::::::::::::::::::::::::::.:-1•:::::::::::::::::::::::: A 8'-10" 5'-8" 10'-9" --, . • • ,. ., . , . :c: ....:-.:,•-•:-. 4:..:-.,‘.s. :..::'''.•::.-..`.:- *.1:'•:11-1,..:..:...;:,.:...:......,....-,...:..,::...:.. .:.......:..:‘,...,.-....:..:„,...-........,.......-........-, ILI ::•'.::-.:-. ::..::..:::\::-::\::..::,:i•-•::.•::,:::-,::..:::.,::..::.:::..::':.: • s......:...:...:‘:m::-.::.:::.::•.:::,::..::•.:::,::::•.:::.,:: ::-.::,::.‘:::..::..:::.-::•.::.,:::,.::..:: Fil 1 VERIFY-CURB 4 . •• . . •• "•.. ...•.•• .. .• •. .. •.•. .. •. •. .. •. .. .. •. .., ., ... .. ......., .,..., ..... .. ...... ., .\........,.....%,....,. .........,,..,..,.. /-■• 6 0._ E.-LT..., ...ci o . C•1 0 0 1 SPACING W/ E..,4,4 ril 0-1 -,:::::::::1::.:::,:;::::::::::::::::::.:i::::::::::::::::::::,::::::::::::: ::: :, : : : : :: ::: :, :: : : : : :::: :• :: : ::.::::i.:..:: : :: :: ::::::::. : - ;-4 H (cc) Z 41 eq")I gi ° gw-i I CURB MFR. 9 4,1c.) . : .„ . • . . . . . . . „ . •. . „ . . . „. . .. . -. ..... \-:.,......,...,.........,.. ...,............,............. .............‘.. ......,...,...........,..„-......,........ ... .........„.....,..........2.„........„.„..... . . . . . . „ . . . . . . . . . . . . . . . ".. .....,..,...... • A B . • 111 PI4 •11- sa, Z ''''''' E.-4 •,.-4 E-4 W a P 0 0 ; 6-8"x 5'-8" 6-4"x 5'-8" (,) viz. o .-- --' '..",, ' - .„,,>-* --........,..,,,, : :.1: :...::_:::.:.:.::!-•:.,::.:::... :..--...7!t.,.........7'...T.,'t...\•.7-•..-. .7.• or= '.::.:::.:::.:: .:N::..:-..:-..:...::•••:...:::•.:,.:.-..:•••:•....-... • . • .. . •• . . •. .• •• ••.•.•. •..•... ••. •. •••••.. .•. .. .•.••• .. . . • . • , . .. . .. •, ..•. ....... •. .... .. -.... ••• .•...........•......•.• CURB DIMENSION CURB DIMENSION ''-.,,-•'- '"------- P Si -..........„....„7.- =-. .,,...-' "■,,,,,-- p i-1 1.g Cl) N__.______ ::•:::-::::..:::::•:::-::::,:::-:::-•:::•:::,:::•:::.•:::•:::..:.:-:::•.::,•::.-.::•::.-.::.,::.•::...::-•.:\:.--.:-....•.:‘-•:' ,• .• .• • .• .,• .• -. •-• ,•••'..--..•-•--••-•. g tial 4) ..... ... ...•.. \•....,,•.. ..,... .,....\..,... ----\ wri) ,./ - _■ .? , : ,... 0 0 ,/ .._ ...i..4611...-1. , ,. ■.. _ ...„ ----,,,o, - - • . . • . • . - . . • • • • .. • • . . .. . „ .. . .. . , ..., , . . . .. ., ... NOTE: CONTRACTOR SHALL FIELD VERIFY PLACEMENT LOCATION OF .4 w v.) N c-r---- '-1 o , . . ALL SKYLIGHT CURBS WITH EXISTING JOIST SPACING,RTU'S, Ill IL - B B ---B B B . . . , . „ . • . . „ . , . . . „ . . . . . „ , . . . „ , . . . . . . . .. . .• . . . , . . . . . . . . . . . . . . . . . . . • . , . • . . . . . „ „ „. • „ , .. , ., , ,.., . • • • • - • . - • • • . •• - •• • •• , .. . .,•, .,„ , „ , . • , . . , • •.•„, .. •, ..•„ „ , .. ., 13 1 • . 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[ 0 I IIIIMIIIIIIIINIIIIMMIIINIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII SHEET TITLE il• 0 . 400 .... k 14 1 14 A .1 ROOF ITP 7 , r PLAN . , 0 0 0 0 0 0 43) 0 0 0 00 4D 0 -,...-..„,....., ROOF PLAN , ''IN SHEET . , 3/32" 1'-0" NORTH A7 ----METAL COPING TO MATCH __ ___----- EXISTING,PAINT,RE:A4 , .--- ---WOOD PLATE W/SLOPED REVISIONS -- --- NAILER ON TOP --- FASTENERS W/NEOPRENE -- -- / - -- WASHERS SPACED @ 12"O.C. ____ SLOPE -- ---------> ,------ -g-'- - - -- g, ;- r _...-- _ ----- METAL CLEAT _ __ _- .. I .EA4J ii"" 04..- E44-'"- n ,---- - BOTH SIDES TYP. . • g• - -- - SEAM PLATES&FASTENERS , „,..........rmor,.... 11 _____-- • \lir TO. CMU opey it, SEALANT BOTH SIDES,TYP. " g,- g, _ --------- PER MFR'S RECOMMENDATIONS, ___ -- - MECHANICAL DUCT THRU ROOF WHERE OCCURS . ;• g• ,-------- RE: SPECS. / \ PAINT EXPOSED CMU ABOVE \N-- ., _ _--- REGLET,TYP.RE:A4 ,--------- --- 1 1/2 GALVANIZED ROOF NAILS @ 12"O.C. ; ---- ---__ g. ___----- , , -----------ROOF TOP mil' • 5,.. ____ /A --- REGLET IN SAWCUT WITH 1 .-------- V FLASHING AI\ID CLIPS. SEAL TOP ----PRESSURE TREATED WOOD NAILER • , - ---- Z-.7.----* OF SAW CUT JOINT WITH SEALANT ---- _ . 5,' ,I. , - --- HOT AIR WELD / z I // It/7:: --METAL FLASHING ' g / 4---- / 1Z I ------<--PREFABRICATED METAL CURB,RE: SPECS. _ , , GAS LINE,RE: P1 ,-- ' . • ;.1 g f' °* . • - -- SINGLE PLY MEMBRANE, - STAINLESS STEEL CLAMPING RING 1 ______---_ ----- ---4X4X12 PRESSURE TREATED _------- - ___-- • ;''• • 4 ,-- R.E. SPECS. rt,, 11 1 mmtri;.„ - _------- i_ii __--SINGLE PLY MEMBRANE, SLEEPER SPACE SLEEPERS --'.-- PRE-MOLDED PIPE BOOT AtiK-.IT i_ 1trA ----- RE: SPECS. AT 10'-0" 0.C. MAX. •,„,',rm....4,m, ,,,,,,,,,,,,,, :,,,,,,,,ow,,,,..,,,,,--,,,,,,,,,,,,,,,,,,,,,,,,,, ,,,,,,K,,,,v,,,,,,,,,,,,,,,,,,,, All \ ___-------SINGLE PLY BONDING ADHESIVE, = _ ,-- . ,g• g• 0 ; ____-- RE: SPECS. SEAM PLATE W/FASTENERS --SINGLE PLY BONDING ADHESWE, _ -----FASTENERS AS REQUIRED • 1 --- - ;• CRISS CROSS HALF , 10Y-0"0.C. MAX __-_____ i. ARCH.PROJECT NO. -- 11 ..------- ...---- l'it) , 4 PER PENETRATION RE: SPECS. < ---/ ',1. -- --- ----- _ * g g• SHEETS AT PERIMETER /11 _,,,,_ 71 ___- -SEAM PLATE W/FASTENERS ---- -- II _-- - ---__ 1 __----- SINGLE PLY MEMBRANE, g &CORNERS FOR 0622 SPACED @ 12" 0.C. ----- SINGLE PLY BONDIP•IG It _ _____-- _----------SEAM HATE W/FASTENERS .: SPECS * . r;• , ;• ..-- , i ADDITIONAL DRAWN 2" 2" ADHESIVE,RE: SPECS. mitr-,--- =mu. --'''' SPACED @ 12"0.C. f- REINFORCEMENT D.S.M./S.L.K. A. ._______--------HOT AIR WELD -1----/ '431.1: .:43:...7;11.1!.....4'lr i - , ,,,..„ „,,,, ..„„,, Al r tk*Attett,:4 4 00.1 PAD,HEAT ILI] WELD ALL FOUR SIDES . -- ;•I g. g g - HOT AIR WELD ,...„,1,,,...„,.....,..4 4, 4, . ,A HOT AIR WELD 4------- 1 1 .11111M ,pr AWA 41,Alla it 411,411 AMA:- , . ?,.I CHECKED , ...... 416, .... ...... ,...., ......Amm.... I 1- , ....„„, ,,„.....................................,...... .., A ..„lizontbvirsswww-Asn aw-- -Tio A-'' '' • arna ----- --- --- -,\ la ■ TRS r ... .0 IP II. V A** 40'10.* 11/ la,.0,1,4104 r----- -- -- INSULATION,RE: SPECS. sr iv-...,-4,-. .....--iv nor--qv,--Tv.,...4400,„4.,r„,„or--.4,vri 1,1 k i p 0 Fr N i r•i i HOT A Ht.WELD ,,,, ,,,,,,,,, , A, ,,,,,,,, ,,,,,,,,,,,,,, ,,,, ,,, ,,,,,,,, iilk•A. A. A•A•A.A. .....A....... t•t•A•t•A•A■•••:+114.A A.A.t, • A,a.ill,AA 1.40&4041 A a .4÷÷ _th.4. .6 A• a A&46 4.10A.6 A.&& 46 4:446&AL. .46. ‘..6. 41,db all . ', 1 V we:v w low w ....,or I re..... i 14.44 pl.• V.T.4 pill- • -.1ii-IP- ow.'ir 4b.%.I y 0■44.4364÷44...4 r .4,7,a,tr.' * 11,84046 410 Ill • 1: -401-40- -107 • NIP-IlliV rile. -0,410"NIP- - -110- NIPOr - -..- -. 'IV 4.410.iir '5 ,. 4 4.4.74 k.........--...7_1".........AA..-47...-.4.-...--4 OA,...7.4 $04 Ifrill 46 ah, 411 401 0 . nf•N•0, . 4 & di 0,411 dip iii t,AI a a 41.&a 4064 1 SUBMITTAL DATES ..imr46 46& 4,a&&46& &4 a a I -ROOF DECK W W 111-111 W SINGLE PLY BONDING * 5,. g .1 1 rN. --,._ , ---,___ ADHESIVE,RE: SPECS. • g g• 1 03/07/08 *J \ - 7 , VARIES * 1 , _ DECK , -_ -,,,,,, \ / / / / / \ B.O.N \ ,.,. - yVOOD BLOCKING ___ --, -,.„ -----_________ _ INSULATION,RE: SPECS. //////// ''''.------INSULATION,RE: SPECS. \N:------------INSULATION,RE: SPECS. -,--_-___ ---L 4X4 SUPPORT FRAMING -,_ --7 •71' A _ ROOF DECK -------------ROOF DECK RE: S2 ------------------ROOF DECK OTB DATE 0 PARAPET, COPING & ROOFING ROOF PENETRATION 0 PREFABRICATED CURBED OPENING V f - - f 4 SLEEPER FOR GAS LINE , _ , PERIMETER SECUREMENT LAYOUT , _, . CRITERIA SET W-1 1, 0,, 1/4" - P-0" 1 1/2" 1'-O" 1 1/2" 1 1/2" 1'-O" 1 1/2" 1'-O" 0 i. 5108 '4" $g2r2V7i . zlIPFAl•R,;% °'34 Piqsi go 1=4 o r.Li qrnE-kg-2.:•44kP"' ,.,1:4$0cio.01.1p- 0,9.,,,,, 00 5 00cRE- rnr=4 = wIr..›.4-1.1°0-Ee / p4 ;.-. ..,[--io • _1241._.r. g-i6.66'3,0C.'ic4/Q1-5 'cNc,9‘1149@Eiti-' t,rt clw 'rlIA SLOPE LINE OF EXISTING 4 OF BEAM Pelli$890 < CMU WALL TO BE A 24 GA. EDGE THR.OUGH FLASHING. 2X6 P.T.NAILERS AS REQUIRED REMOVED OVERLAP TOP LAYER OF NEW FSTENERS Z ,- NOTE:WALKWAY PADS SHALL BE NEOPRENE WASHERS ; -MEMBRANE STRIPPING 4"NEW ROOF INSULATION, I ROOFING INSULATION ONTO PRESSURE TREATED WOOD NAILER SPACED 1"MIN. 3"MAX.APART AT 18" O.C.FRONT& i RE: SPECS EXISTING INSULATION Uri PER MFRS RECOMENDATIONS, METAL FLASHING IN ALL DIRECTIONS TO ALLOW TOP.PAINT TO MATCH NEW ROOF INSULATION, (in n ..-----, 4,-- NEW ROOF 2'-O"(MIN.) RE: SPECS. cl „loll--■,141 A.Ailk A.,A. 404 A.AIL. Ale RE: SPECS. / 0 en FOR DRAINAGE GUTTER. ,..___ 1 1/4" GALVANIZED ROOF NAILS @ 12"O.C. CC * -rim air-v.:- -.- PECK,RE: S2 8"X8"22 GA.GALV.....„„ 4 _.....r..=.4. 41,. .II, IL Al■ &ii. NEW ROOF INSULATION, OVERLAP TOP LAYER OF NEW 4-i-- --4., EXISTING 4"ROOF (.0 .4•C 441 FACE OF CURB STEEL GUTTER TO NEW ROOF DECK RE: SPECS ROOFING INSULATION ONTO ;csei;:**************:::;::.*:,t,::********:::;:i:******************:::;::::: INSULATION TO PREFABRICATED METAL CURB,RE: SPECS. ILI Ei ( -I- \ , TO MATCH HEIGHT ..-...............-..........,...._-_-........,.......,....,...........................„............................,................_............ m SINGLE PLY MEMBRA.NE, ‘6, 120'-0" MATCH EXISTING PROFILE W/22 GA. 11 OF EXISTING ADJACENT EXISTING INSULATION PER MEWS RECOMENDATIONS, 4.x.x.;.-4,--x.x...x.x.x.:4,m.x.x.;;;;,.;.K.;,,x.;.;..x.;.;:,;„;..x.x.:47,,,,x4x, !....x.m.mttzw.m..t..w.m.t..m.t.m.r.m.m.t.,,,t,,At.m.t.t.:44.1,44.m.t.m..t.m. \ imsummiliMIMAIA1 i--- a 1171 ....,......,.........---, '), , • f • I s ..... , " -1 % I 1_1 % ,. • REMAIN LEVEL r---_--,-- !hog... .',.....---41i SINGLE PLY MEMI3RANE, 1." 0 0 fa.1 4, I 4 co) 0 RE: SPECS. T.O.CMU GALV. STEEL - ROOF DECK. RE: SPECS. 111111111111110111101* 1 EXISTING ROOF STIFFENERS @ 6-0" P-4" T-0" (MIN.) 1 all•JW• I DECK TO REMAIN ,_,,.. co ria 0 ._----SINGLE PLY BONDING ADHESIVE, \ STEEL PLATE;RE: S2.1-9 ,v 1 MIMI 1071:011110311i : 1 61 , 0.C.,PAINT,RE:A4. ,v .7---- -EXISTING ROOF ,• - SINGLE PLY BONDING ADHESIVE, a. RE: SPECS. ---'r 1 .4 ' i-T4 --- SLOPE 1/8"PER FOOT INSULATION '■ I:: RE: SPECS. N co H cr(1) Z•\GROUT(4"MAX) -..-....-4-4,-,,,,,,,,,,„-.-4-4-4-44-4,-------,.-44-4-4-.7.------•-• \ R / ':. ..' a*,-, [ •1' (! wi-- TO DOWN SPOUT. .x.x.x.x.x.x.x.x.x.x.x.x.:44:4x4m.,x0.:0-0;;;;;;;;;;;:t; :::::;:::;00:00:4:00:44,:.;+: ;.x.yx TO REMAIN \ k / .. ,-, <I..-- SEAM PLATE W/FASTENERS :44.44AttxttomovAt•NtAww.vnt.:=4•:::::-:-.vgas• !...t.:41-,%::_::•-•-.•-•-------------------------- s. ii . •• SEAI\4 PLATE W/FASTENERS 4KKKKKKK41:14K4KXXX44■M4N44■ANNtAgm44■44NNNN4■ 4v44$4xx -. 1" Ir' ---- Mill HMI I[ all 1r."" .....-114,*.„ .. .. rt... .A.4,_ A 0: ■„■.■■..,... S........7.. .I*141. SPACED @ 12"0.C. ---------HOT AIR WELD WALKWAY PAD,HEAT WELD ALL FOUR SIDES 8"X8"22 GA. GALV STEEL DOWNSPOUT TO MATCH EXISTING,PAINT 8"CMU WALL,RE:A2 . .44.m4m4t4.444■4?„.m.v..t.t.t...t.t.t.m...-.................................................... - ,....,......:,...........:.....,.:-,.-_ ....------------.••••.•:.,.. NEW ROOF) --4.---/ DECK,RE: S2 -±- 5'-11 7/817 6'-1 7/8,, ii , is., / EXISTING ROOF DECK TO REMAIN TERMINATE EXISTING ROOF DECK AT LAST ROOF JOIST TO REMAIN, RE: S2 L. A 14 ".•••••.1- 1 -...---/ 1 k g g I .. .‘ .•. •:i. . ,,,. .‘ •• .• '... . ....' .: , . '.... . . „ ,. . EXISTING ROOF JOIST TO REMAIN,RJE: S2 EXISTING CMU WALL TO BE REMOVED NEW BEAM, 1,111, - . ,r,- .r. .,. ir :1,,,,; ti, 4,A. 411.4 All. dil 41. . 1 4,■ -.-..".-------..- vs;A, -..."' A&1, 4116 416 4■AlIWA -.. - - - III moiniiiiiiiIIIIiiIIIIIIma la..... , 4 A :•■•■•••....r..■it"..,■." 4`,..•.•, • 111r W IN PR 11' •''' ..' . SPACED @ 12" O.C.0C HOT AIR WELD INSULATION,RE: SPECS. * ROOF DECK --- I-- E--1 c) CA N 0. c, 0 D ktI gt-, 1111" W W INSULATION,RE: SPECS. NEW ROOF ---- ,.. / JOIST.RE: S2 / ---------EXISTING ROOF TrNIQ'T 0 V. 01 RE: S2 I , .... .,,,,,..•..,INA-i. 16.1,440 I ‘N,,,,....,..L.,.. 1 ---'•-•-•-•-'u--"."-"BLOCKING BETWEEN ROOF ' = ----ROOF DECK 1 i t• EXISTING CMU WALL TO BE ___,____4______i_ JOIST AND DECKING ari -WOOD BLOCKING 4.,,41,-. REMOVED NEW ROOF! JOIST,RE: S2 ROOF JOIST mosommomommommommom st WALKWAY PAD @ CURBS GUTTER DETAIL ROOFING TRANSITION DETAIL ROOFING TRANSITION DETAIL EQUIPMENT SUPPORT 4 40- 6 0 , 8 . 9 . 10 .. , i B 4 Ct IN, PET"SEN . - 1 1/2" 1'-O" 1 1/2" 1,-0,, 1" l'-0" 11, l'-0 19 1 1/2" 11-0" • 4111, / „or • 00 4 _t‘ BOISE, DAHO it OF (4.0" SKYLIGHT&FRAME, immilliiiiiiiimiiiiiiii.......iiimm■ RE: SPECIFICATIONS. /• ■ RIGID FOAM INSULATION 1"xl 1/2"x1/8"ANGLE / / \ ------..._. -,-----,A AIR SEAL TAPE(BY MFR.) " SAFETY&SECURITY Air I 1 EXISTING METAL COPING, rn CZI :: -... I t *:•••••:*:*, t.---SKYLIGHT FASTENERS PAINT,RE:A4 (7\1 SCREEN,RE: It -.■-i---_-..- . 14 ..--------- EXISTING METAL COPING, -------------- SPECIFICATIONS. ‘ 0111/11/11111111111 milt i @ 24"O.C. PAINT,RE:A4 i:,---....:---,,,,,,,,,,, ,,,, ;:••••••,,,7.:1,.. -_-_,..7.,,,....--,;: :!: ::::: .::::... :i;:: EXISTING \ ...e4:114161! / „,,,,,,,,,:„: :: :: ii :i --- ::: ......,,z ..i.:. ,:!.. t::.. 12"MIN. \ PREFABRICATED METAL ..i•-•-1-. 7- -;•:,:,.• --,:. PARAPET WALL .4,15.) C.) FASTENERS @ 24"0.C. I Iii // RE:A4 iiii '-:-:-- -:7.'- , ;!:: ,... .•:. :.. CURI3,RE: SPECS. - : :1 ;: -- •; Z g:4 TOP SLOPES DOW ''------------ r - ---- 1 1 1/2"GALVANIZED ROOF ,,,,, .T.O.EXIST. ..:,•:;:f,J .::: ii:.. :: - 1/2"FOR DRAINAGE „,„...-----A------NAILS @ 12" 0.C. OVERLAP TOP LAYER OF NEW TOP OF CURB TO BE LEVEL CMU ... li: I ,,,.,,•:•. :.•.:::. REGLET IN SAWCUT WITH h,...._ ROOFING INSULATION ONTO g.i.:q Zr4 i■50 ________----- 72 / SINGLE PLY MEM13RANE, FLASHING AND cups. SEAL TOP 1/4"GALVANIZED ..---- / PIPE HOOD EXISTING INSULATION L.,------, BIRD SCREEN 4' . . RE: SPECS. OF SAW CUT JOINT WITH SEALANT. PER MFRS RECOMENDAITONS, ii•ilo __,---------- ---1 SPECS. LEVEL 10,,I1 All i 1 SINGLE PLY BONDING - EXISTING .. . SINGLE PLY MEMI3RANE, 0 1••••ii REFRIGERATION PTES r-- ,‘___(:-_->[-3o. -1aP4misi- re / Ic„ .71 ........---1 / ,r4ii■ ------ En Alio / }(.-;a1 ADHESIVE,RE: SPECS. . -4 ---+- PARAPET WALL 444, RE: SPECS. Em""4 E•■■4 (2) 0-2!: 24 GA.GALVANIZED PRESSURE TREATED i . --- IRON BY GEN. CONT'R I WOOD NAILER .g: oliii , 2'-0" (MIN.) \_______----SINGLE PLY BONDING ADHESIVE, Ci) k° hi 0 r-\----ii. 1 IWZ 2: 51.1"' 1 1 I) 10:17;1 CI: C.10) 4:04 A■11 1.. i ANDREMOcVE0uNEXITESRFT.LREAGsHINLETG I RE: SPECS. FOR MIN.DIMENSION I METAL FLASHING .‘t• 1 HOT AIR WELD 1 24 COORDINATE W/REF. , (47 till.-1 PREFABRICATED METAL OP YVIVIr4r17•WPWWWC.-•-•""IrVVIr•Worgir•-■V W •••••••••••••••0•••••••••••••• v . . - - 1 r:;:;:;:;3;44**:;:;:a;:;:**:;:±3±:;:43;33 REMOVE EXIST. 1 . . SEAM PLATE W/FASTENERS SPACED @ 12 O.C. C:) to ;1 10g=;4 CONTRACTOR 4---------- CURB,RE: SPECS. •.#4,..•44*......•.+4 AA........t o..*.A.fr....*.•,......4...........*.t..*.t...•-•..t. .-- I I 1 \ SINGLE-PLY it 0 -.44 zz'r (---> :::::itss ***44 A 5.111:$5..*-14.•;,•;$4,14.g.i.i 1 1 1 i MEMBRANE 1 \,...„------HOT AIR WELD SINGLE PLY I ---"s-----'-.SINGLE PLY MEMI3RANE, y NEW OR EXIST. NEW OR EXIST. OCCURS il \ BONDING ADHESIVE, (..) "1111--** -lir' ,.... V RE: SPECS. um. ___ -- ...II.E: SPECS. ---11\- „Kin OINCSCULuRASTION AS ■ -.LK"'•...741 r .- •N Iv.. .............. ...., EXIST.ROOF INSULATION SEAM PLATE W/FASTENERS "--..t.,A •••••• • 4'A.' HOT MR-WELD 0 0 SPACED @ 12"0.C. ' SEAM PLATE W/ t:*. . A.....Ma A:* • ... .91 TO REMAIN. -+--- 11 , . , lit r F A S TENIRS aliallnIIIIMIIIINRW MEM 111.1111111 Ng. INSULATION,RE: SPECS. INSULATION,RE: SPECS. ,. : - \ / ., • VAItIES li i VARIES B.O.DECK SPACED @ 12"0.C. , DECK CUT LINE ,.1 6" MAX. 1 B.O. DECK , EXIST.ROOF EXIST.ROOF , ROOF DECK OFFSET EXIST.ROOF DECK FOR MIN.DIMENSION DECK TO REMAIN DECK TO REMAIN kr) Pi' COORDINATE W/REF. ___i____ NI' - CONTRACTOR N. WOOD BLOCKING 4---- WOOD BLOCKING EXISTING CONDITION NEW CONDITION / / SUPPORT FRAMING ii 0 ...IL EXIST ROOF JOIST IIIIII■Nommommommummi RE: 52 &AZ= 0 PIPE HOOD DETAIL SKYLIGHT & CURBED OPENING ROOFING AT PARAPET DETAIL 1 1/2" 1'-O" 1 1/2" 1'-O" 1 1/2" E-0" CD 11111111 4111)111 17,------- - EXIST.COPING, . - PAINT,RE:A4 EXIST. COPING, ---... CIO .. PAINT,RE.11 -11-....•••••11.-1.---------.-::::::::::::::::::: REMOVE EXISTING II *------.:,.-2,------------ .: 1 1.§‹ : . SINGLE PLY MEMBRANE,RE SPECS. !!!111111111111:11 41111D • , , .. .. ...• , .:;::::.. MEMBRANE FLASHING ii .•:•:, .• 1 . •.:.;:i ki:. REMOVE EXIST FASTENERS AND .•:•:.,,,, &FASTENERS .:::., • .. I INSTALL MEMBRANE UP AND BEHIND EXISTING COPING W/SEALANT.INSTALL EXIST.E.I.F.S• EXIST.E.I.F.S. NEW FASTENERS @ EXIST.LOCATIONS. SHEATHING& SHEATHING& FRAMING TO FRAMING TO 1:--------___ ____ SINGLE PLY BONDING REMAIN. REMAIN. ADHESIVE,RE: SPECS. r- 4t INSULATION 4' 4, - --- _ _ _4 HOT AIR WELD ___ , Ili 14 I v TO REMAIN. It ■■ EXISTING INSULATION 1 ti REMOVE EXIST. 1 I TO REMAIN. I SINGLE-PLY 7 x____ SINGLE-PLY ROOFI1•TG& li II ROOFING, : SPECS. =======smmmm 4.1L FLASHING. SHEET TITLE 1. ). ii i ii. i ,. .., f , f ,.............. . : . i'... i . % : E ST.ROOF , EXIST. ROOF ROOF ■...b..........a..a■■■ .,,IL DECK TO REMAIN ._____,I, DECK TO REMAIN DETAILS EXISTING CONDITION NEW CONDITION ROOFING AT FRONT PARAPET DETAIL . .............. 14 , 1 1/2" r-o" SHEET A • 1 REVISIONS I ---if r: j - / f------ , r_ I I- _ i -] MU - . - — Mt ' ...._ , 1 milir r.,,,, 3_T-i r---- 1 1,11 - _ ____ _ _--BOTTOM OF ROOF DECK , , //, / //// -BOTTOM OF V - i I -------- — --- - (2)W/D SCREWS //, /, 0, _Thii III ," _ ROOF DECK Mill IIIII 111111 4 , - SQUARE TUBING OR PIPE _____- - I _ , __, _.- — I r. --1 - -I - T is ill STRUT PER UBC STD.25-2. 1 , --- - - -- -- @ 24" 0.C. --_____ 1 I 11 _____--ROOF JOIST I' / \ l.4 4 A6 A. ,0 12 GA. WIRE THREADED ..4I -______(2)#10 SCREWS I 4" 411---- ----- @ 24" 0.C. THROUGH. FASTEN TO THE I_ _._ I 600S162-54 JOIST, , --- - il ------- ___ _ -- il AS OCCURS .. MAIN RUNNER AND EXTEND -MIN. MIN. CONT.ATTACH W/ i ----..--.,-,„ ,,, 1 thi ROOF O F DE DECK TO AND FASTEN TO STRUCTURAL ------ ,_._. _ _______ _ 1 ---__ I ___________ -___-_-__-:_--__ t . SELF TAPPING SCREWS 600S162-54 JOIST, I . 1111 ---- CONT. ANGLES * I 1 '.,, // s---..., 1 I ' I MEMBERS ABOVE STRUT SHALL r___„, OR SPOT WELD, TYP. CONT. ATTACH W/ - WELDED TO - 4v/ - 72 CONTINUOUS I - - ---GLASS FIBER TT— TT- -1.ri -T RP AD POT 1ATP Tn RESNT 1171P i 1 ,r. , 1 1 II r.)----- ri T - - - — I I --"',.., // Q ET F LAI:TINT QI1R.E\Alg int r n GURDER FOR ill /-7--4,- Tr( METAL TRACK U VERTICAL COMPONENT INDUCED s, ii <\,, \ .,\ it 4, 1 ti - li 1 1 1 11 1 j j_, ir--------if _ 11 _______- ------ (2)#20 SCREWS ,..:. -"\.,:-X7-- I I__ _.;-- OR SPOT WELDS,TYP. 1 , WALL SUPPORT if 1 INSULATION ,,,. .„,,, il i 1 11 . 1 1 1 - - - - - ‘, I I , ' _ / l i ' i I } . I , , , . 1 FIRE DAMPING (TYP.) BY THE BRACING WIRES. (4) 12 GA. SPLAY WIRES 11 \ •,,,,, \\ All. -I L 111 -- ---' IL 1 i 1 I 1 r"----111.11 i —a \600S162- .......i_t_ 1 - fel 54 JOIST,AT 48" 0.C. SPAN(3)ROOF JOISTS TYP. 16 GA. L-CLIP W/ - --t--- \i` 1 1 . -----B01"IOM CHORD OF JOIST 1 . . ' \ - - / - II _-1 A --____ 5/8" GYP.BRD. 0622 ........_. 0 IN PLANE OF EA.RUNNER P VERTICAL ANGLE 45 DEGREES MAX. SECURE ALL WIRES BOTTOM OF JOIST _ _. _4,_____._ __ _______+__ 1 Z - - - 5/8" GYP. BRD. (2)#10 SCREWS EACH WAY I i \ ( ., .\"'"'\,,,,,, _.; ____, - 5/8" GYP. BRD. • L,_ _..i L... A Y Y Y Yi . =on E ' !II '.. I TO BOTTOM OF ARCH.PROJECT NO. 3 IAT4PTPERRTEICMATIOTNELSY. 1 1 I - I 50 1 --- - - - TO BOTTOM OF 1 \ \-.. .,,„ 1 --- - TO BOTTOM OF ROOF DECK 11A. A. .i ,A --------6" CONT.X 16 L __ I_ 4X6" 16 GA. BREAK 1111 , 11 ROOF DECK UNLESS OTHERWISE NOTED 1 1 4 ' -'as 2" FROM 1 ,,,,,,, ROOF DECK NO PTE: BRACES GREATER THAT 12'LENGTH GA.BREAK METAL METAL SLIP CONNECTION. 1_,_ ----- 600S162-54 DRAWN TLR.F.sia.M.S.M. - .11 \-, 1 k, \,, 1 // 14\ 7/\,, , _ \ / _____ 600S162-54 STUDS, USE 600S162-54 -,,,, . / SLIP CONNECTION 1 Il II (A II STUDS, -e- MAIN RUNNER 1/2"DIA. M.B.W/ WASHER AT JOIST \\,. \\ ; \ --_,------- AT 24" 0.C. ,------600S162-54 STUDS, 1 I CONNECTION MAY BE 1 II \ , .•- - 1 .....:' ANGLES OR CHANNEL. ---- AT 24" 0.C. CHECKED EACH END OF ---- 362S162-33 STUD DIAGONAL ------------ ii --------lx AT 24" 0.C. ■1\ 410`',‘• i, 1 1'1 COLD FORMED 1.\\ \> BRACE AT 48" O.C.ANCHOR L--- --+ 0•F iii . SUPPORT T CLTP AT EA JOIST \\ 1 1 r, PARALLEL TO JOIST PERPENDICULAR TO JOIST BOTTOM OF DECK JOIST N\ * / TO BOTTOM FLUTE OF ROOF ' 'N.4., R •Y' SUBMITTAL DATES 4 41111%.. LIGHT CONNECTION. DECKING AND PARTITION - - 9 3625162-33 STUD k STUD - ---- as 1 03/07/08 DIAGONAL I I INSTALL BRACING '-----CROSS TEE I‘ "5° _ _._---- BRACE AT 48" 0.C. (2)# 10 SCREWS - NOTE: DO NOT FASTEN PARTITION WALL FRAMING OR FINISH To SLIP CONNECTION,MAINTAIN 121-0"0.C. EA.WAY& i 1 I 2 1/2"MIN FOR DEFLECTION ALL EXPOSED GYP BRD SHALL BE PAINTED AT MAIN SALES, WITHIN 41-0" OF \ RE: A2 &Al2 OTB DATE PERIMETER WALLS SUSPENDED CEILING SUSPENDED PARTITION (PARALLEL) SUSPENDED PARTITION (PERPENDICULAR) PARTITION TO BOTTOM OF STRUCTURE _ , 4 1 1/2" CRITERIA SET W-1 NTS 11/2" 11-0" 410 1 1/2" 11-0" 11-0" 1286 - pug 44 . cONg4iP0 . ci4Lieg Flalk .gt14e-: 5AAONWN ur-oxtP-Jeug 14110'4:4;:a CONT.FIRE CAULK BEFORE SETTING A (A'41c TRACK- <4 Or& rep; \Ill!" '11111\ \ \\ r: I \\ 1\ 4:1\ . 362S162-33 STUD DIAGONAL BRACE AT 48" 0.C., RE: A8.1-2&3 (2)# 10 SCREWS 5/8" GYP.BRD. 46 1121-0" Ill CEILING i :600S162-54 BLOCKING, k , , BETWEEN JOISTS __ It MIS i I \600S162-54 JOIST, ill i AT 24" 0.C. ; /0411 a F...4 gc,Y44 L„.,c) • ucozgEt.) Iiikao Olgigg U.11 Cf) _ \ \ BOTTOM OF \\ / 5/8"TYPE"X" GYP. ! 1(------8" CMU WALL . ROOF DECK CC * -4 • / ,1 , BRD. TYP. AS OCCURS, FINISHED WALL, SEALANT EQUIPMENT Cl) n LA RE: A2 RE:A8&Al0 OR CASEWORK LLI i i RE: EXIT 1r 4 CONCRETE CURB, A8 &Al0 LIQUID EPDXY FLOORING, I'm Q 44 . 600S162-54 STUDS, i CORRIDOR' 145 FINISHED WALL,EQUIPMENT J TRIM&SEALANT 4 RE: Al,A1.1-2 &A1.1-12 CLEAN,PREPARE SUBSTRATE, Uja. L„,4 (15a_1:: :El ;)``) SEALANT AT 24"O.C. At 117'-6" `F AS EmsmsmEsi2 i OR CASEWORK,A8&A10 \----2"RADIUS EPDXY k - '4A PROTECT AND CURE PER MANUFACTURERS -7--- • 1,.4 - .•C OCCURS ! 600S162-54 STUDS, 3/4 " / RECOMENDATIONS 4.1 RUBBER BASE,RE:A9 SPOON COVE,RE: A8 il ' SPOON COVE,RE:A8 SPOON COVE,RE:A8 tt I *- " L.." UJ E-$ "I" LI, 0 i [ ;- 1 I I- co cin 1 r;..) I DO NOT ATTACH OR BEAR t ' , ,. ULTz_ I WALL ON COOLER/F'REEZER ' UL LIS'TING 1001-0" 0 L___ 1000", iii...... 100,_0" 1001-0" . , . - 1001-01110 4_-____-2-54%, -.\---..., E-1 rn ta:, ' -4---- NO.U465 ; . is A ' . A i t> g -- Lig 4 Cli) ), 1r v Ter ir ir 11, .1. v • ■ V gl i / ' , r)' , ' Y".1 Ins [...I c ' A ' A ' A ' . con eNi i 4 UJ • A ' A ' A ' A ' A A , A ' A ' ' t. ' ,6 ■ .... • --, ' BUSH HAMMER OR SAWCUT 111 -ki n. , i , A A • • , , ‘ ■ , N ' , N ' N ' FOR SMOOTH TRANSITION 0 * c:) 0 4 iii, 1W-0" CONCRETE SLAB ' , A A A OF EPDXY FLOORING dim c\I P-1 tn r"1"4 D COOLER : `fr FINISH RE:Al EPDXY CONCRETE SLAB EPDXY BASE CONCRETE SLAB EPDXY BASE CONCRETE SLAB i ■ *. FLOOR BASE RE:Al AT CURB RE:Al AT EQUIPMENT RE: Al Cr AT WALL OR CASEWORK 41111 SUSPENDED WALL @ COOLER 1. HOUR RATED EXIT CORRIDOR TYPE 'A.' RUBBER BASE TYPE 'E' EPDXY BASE EDGE OF EPDXY CO 1 1/2" 11-0" 6 3/4" 11 0" 1 1/2" 11 0" 8 1 1/2" 11-0" 9 TRUE SCALE ft.- 9 BRUCE W. P7 ER NI af*:Addif rt) , /. (4,21)s„:2--775-65.4- .--L_,'_-- --- S ri) cq - ,,,...d 0 4 0 1.1 9 "11 0 aZ 01101 Ri - • . 41111) IIII:1 11 . • 0 NW el 1111 SHEET TITLE CEILING PLAN & FLOOR FINISH , DETAILS \ SHEET A8 . 1 REVISIONS GB 4 voy4 7 Mr Pl. CMU 0 8 8. CMU - WALL FINISH SCHEDULE . AT FRAMED WALL LEFT RIGHT I ---1, , ------- ROOM ROOM FRONT RIGHT FRONT REAR LEFT • / ii----- _ 45'-8" • — NUMBER NAME 110021 pPRRoODDuUcCEE DcoRY0LREOROM NOTES MAT'L FINISH HEIGHT MAT'L - FINISH HEIGHT MATI FINISH HEIGHT MAT'L FINISH HEIGHT WRGB WP1 19'-O" WRGB WP1 19'-0" CBP MFR 19'-O" WRGB WP1 191-0" CBP MFR - CBP MFR - CBP MFR - CBP , MFR - 1 , , i _ , , 1 _____ _ ._ _____, • 112. D 11- 0)-E P5UninrgIN ..:' .. .. 103 HALLWAY GB TS B.O.DECK GB TS B.O.DECK GB TS B.O.DECK - - - ____ _ _it_ -I 7-.."-1 - :,. •. 104 STORAGE CB _ - CMU - CMU - - - - * 1/2"PLYWOOD PROVIDED&INSTALLED BY OTHERS .. .. ... •., :: .,. .. ..,,,.. ... . . i: . .....,, .„ , „ - ,::: •: 105 EXIT CORRIDOR XGB PI CMU P1 XGB P1 XGB PI - - - - JI:i ., — \ I - • --- - -, ----- ... . _ . ` '‘.. s*....- .. , 1,,,.t...1,14.1■It.....I. . ... .. . i. .]:- ' - .. ,..,,,.....: .. :. •■ .. . , •• • ......... MITT Ai LNG4ND VI AT NEW WALL ONLY EXISTING'GLASSBOARD TO REMAIN.CLEAN,INSPECT&INSTALL NEW TRIM AS REQ i I I) ''.,.. • ,.. '.....,_ , _.... . . .: : .. ,,.• .. :. ::': .:.: ••' 106 BULK FOOD PREP. &DRY STORAGE WRGB WP1 10'-0" WRGB WP1 10'-0" ** ** - (*) WRGB (*)WP1 !O' 0" AD'TO REMAIN,CLEAN,INSPECT&INSTAll NEW TRIM AS REQUIRED. A ., . ...., .--... „JS:t:til-'' , . . . .. ■ r . . .. „ . :, -----* ... l'a 1 / I . ' , , ,__„.„„ ......„ -. .`-.il .. . . .. .. „ .. .. . „ , 107 BAKERY FREEZER FBP MFR - FI3P MFR , - FBP MFR - FBP MFR - -- -- ARCH.PROJECT NO. ........... . -,' . .....:- .11-._--..... .,.„,, ,. - .....' .....:-:,,.. 1... is ..''' ,''''''''iii: „ ,.. „ .. .... . ....,,..,',....,.,.i... . . ,..'....:L ___ - (E)CART STORAGE (E)CMU PI B.O.DECK Vii:414:rj PI B.O.DECK GB* PI B.O.DECK - - - *PROVIDE NEW 5#8"GYP.BOARD AT AREAS ABOVE REMOVED CEILING TO BOTTOM OF DE 13 4 CMU 4 0 4 CMU CMU el (E)ENTRY (E)CMU PI B.O.DECK - - - GB* P1 ----- , B.O.DECK - _ - - 0622 . — DRAWN - (E)EXIT (E)CMU PI B.O.DECK - - - GB* PI B.O.DECK (E) CMU P1 B.O.DECK D.S.M. "11144\ CHECKED ,tieRIGHT ELEVATION TRS 3/32" l'-O" SUBMITTAL DATES 03/07/08 0Th DATE WALL FINISH P1 CMU (10 GENERAL NOTES KEYED NOTES . _ 1 MATERIAL/COLOR SCHEDULE CRITERIA SET W-1 1. PAINT MECHANICAL GRILLS&ELECTRICAL PANELS TO MATCH KEYED NOTES INTERIOR PAINT COLORS 01. 4 • ADJACENT COLOR WHEN VISIBLE FROM SALES FLOOR. 1. SIGNAGE PROVIDED BY OWNER&INSTALLED BY CONTRACTOR. P1 SHERWIN'WILLIAMS,#1900 "LUMINOUS WHITE" 11241„ 2. USE MOISTURE RESISTANT GYP. BRD.BEHIND ALL SINKS& PLACE PER DIMENSION. r1492 k4 goi • FRP. 2. PIPE BOLLARD,RE:A1.1-9 WALL PANELING ag021.0.N 3. WHERE 1HR,CONSTRUCTION IS SPECIFIED,INSTALL 3. RELOCATE EXISTING"A NATURAL WAY TO BUY FOOD" SIGN.PLACE WPI KEMLITE"GLASBORD FRP",#85 "WHITE",SMOOTH FINISH 5/8" 'TYPE X'GYP.BRD.RE:A8.1-6 PER DIMENSION. , . 7 .. i :1:. 1 i : - 4. PROVIDE 1/2"PLYWOOD OVER 5/8" GYP.B .PAINTED 4. CMU WALL EXPOSED(BEHIND CASES)FROM 100'-0" TO 10T-0". MATERIALS 51E4,1 ,110E,-..dA :: . _, . " W/SW#1900 "LUMINOUS WHITE"FROM FINISH FLOOR t.,,d0g4(0iR • ,, .. . ...• .. . • 5: :: GB 5/8 GYPSUM BOARD OR T.O. CURB TO 20'-O"A.F.F.AT ALL FRAMED WALLS .. ::• WRGB 5/8"WATER RESISTANT GYPSUM BOARD $40c64446 ,. :: :, :: :••.••• :: :: .. .. • 1; :ii. :.• .. .. :: .. :: .. • .. :: A BEHIND PALLET RACKING. Di ogt;')EcE: •.: .. .. :: ::• : 1 CMU CONCRETE MASONRY UNIT ,,• :: :: .. :.• .. :: .. .. :: .. .. i.•: :: :: .• .. .. .. :: :: :: ,, •• ...• ,, :: : •• ',.: K CBP COOLER BOX PANEL 64trEir*PMkt .•:.•: :, :: ,, „, \ MFR MANUFACTURER FINISHED h.', FAIgE.c26u :: .. .. ,., .. . •• :, :: .. .. .. ii .. „ .. ::i ,••.•• :: .•.:• : . XGB 5/8"TYPE "X" GYPSUM BOARD FBP FREEZER BOX PANEL g---m-5ttl(2844Plagug CD MISC. FINISHES glOTtlODIE10 PERRAcA % TS TAPE AND SAND GYPSUM BOARD Z UJ 0 PARTIAL FRONT ELEVATION 3/32" P-0" INTERIOR ELEVATIONS (i) oc * u) 0 p FINISH SCHEDULE LLI Ft o 2 4' E.4 cf.) I-- ) ° cf) 8 PAINTS 5 (N F- UJ 4,1 -.--- 1.- au § P1 SHERWIN WILLIAMS,#1900 "LUMINUS WHITE" (LATEX-EGGSHELL) (/) P2 SHERWIN WILLIAMS,#1756 "TEAL FEATHER" CL. E=1 ci- • H (,/,,) z 7 4 ..-----.. ,----.. 4 WALL PANELS • PI GB CI 0 . a., , ,, GB PI P2 "Awn - ------ ,.. . vu!, WP1 KEMLITE "GLASBOARD FRP",#85 "WHITE",W/SMOOTH FINISH 0 1.i- (C2 '4 1) 1 1 1 1 g Z Uj I I ,-1, f,_J_.1 111 Lu cr) ir\I D. 0 * dim c) 0 cA = . & Li 111-o" 19'-0" Id p tr) 41-4 ,r 'r .' i ', , r--1--) j 1 Edgi'&76,VW L BIT L' ,11K IWDOYD CO r 92,41 TKrAt-royui-,1 fri.) gow F0.101D 1 1 ,..... 55 :::,,,,,..•,.: „., ...74) .--+ ..................... E D Ap„,,,,,, 111111 , , . L_ ) ( i •=r-A, C9 0 0 B'ICE W. PET& [• st ,dr ) —. ..0., BOISE, DAHO . _ Ye?* 27 QT. 9',-(..c:-..) 0 PARTIAL REAR ELEVATION 3/32" l'-O" IhOF Ox1/4 '"C 40— .....................0 CN1 .41 7--- --(:j Z 0 P4 P2 Z = . ..., 0 ,.'\ 114'-0" 0 tii 0.......4 E--4 E-4 (;) Z \ ci) eTh ki 0 .,.., i.... .------3, 0) CA F4: E7.72,4 cs, C:1.) \ 109'-0" . C (\ vo C 4.4 44 41 U 8 I s 4 4 8 cii , ..................... TYPICAL WALL PAINT SCHEME 4 1/4" l' 0" • 1111111/1 4)11 „ Cilli' 0 IMMO o 11111 ...................... SHEET TITLE INTERIOR ELEVATIOINS, WALL FINISH SCHEDULE & DETAILS ..................... SHEET A 1 0 DOOR TYPES 'DOOR SCHEDULE REVISIONS ---------- DOOR DOOR SIZE DOOR _ DOOR SIZE HARDWARE FIRE NUMBER W H T TYPE FaIEtAME _HEAD JAMB SILL GROUP RATING NOTES LOCATION - ------ -- _ 11---- f 2'-10" 4 1.00A 12'-0" 7'-0" MFR C ALUM. y 4 -_. siM. ' 6 - ENTRY ___- --- DOOR,RE: Al2-DOOR °"rr_ SCHEDULE 6 6 s PRODUCE = 100B 4'-0" 4'-0" 1/2" D HM 'w ►Sim. , v ► 2 RECEIVING rerfrA— / A -/7 A 1,7- - gli — /\- _ ` \' 101 3'-6" 9' 0" MFR. B STL •SIM. ' ` PRODUCE L 1 1 *+';j��"+`_oriio Mr \ / 11 t - DRY Y ROOIVI A /404(C�CMLJ � * _ � �+-+„�+�#.+... __ _ DOOR FRAME THROAT COOLER -- — 7-‹_ _ _ 102A (2)3'-6'r 9r-0" MFR B STL mm. PRODUCE R -- OPENING T()BE WIDTH , r __ V .- __ OFFINISHED WALL - __ � __. �-�_-____ _- ___a.._._ ---_.__..-___. __-__---�.�__..�_�_ __.__ ._._________. PLUS 1/8" �'\ ' F.---H- 1028 2 3'_6" 9'-0" MFR B STL SIM. - PRO LER��FR��av1E f' r (2) up COOLER ( 1 f / -, t n (1) "3' A" 1(' 0" 1,11F .13 QTT cTA�! T Y '- DOOR FRAME TO � .: � -x BE WIDTH OF HOLLOW METAL POLY CLAD IMPACT 6 ALUMINUM STORE FRONT PLATE STEEL _____ __._____,______-..-____._-.. r A 1 105A (2) 3'-0" 7'-0" 1 3/4" A HM ' 1 20 MIN, EXIT CORRIDOR THROAT DIM, �� 1 PLUS 1' rt E__.! -----,. ,-645 � _ _ - �_�.. ___..._-.._---__.__ " A B CIO D 1058 (2) 3'-0" 7'-0" 1 3/4" A HM war ! ? 2 20 MIN. EXIT CORRIDOR A _ 2" 518 " `��_`-- STEEL STUD D ANCHOR 2 / ARCIL PROJECT NO _ --� _— - - -____-� -_ -- -__- - .�---__ ------ - - 0622 JAMB (HEAD @ SIM.) DRAWN D.S.M./S.L.K.. HOLLOW METAL FRAME, @ GYP. BRD. DOOR FINISH NOTES: PAINT HOLLOW METAL DOORS: INTERIOR FACE -BENJAMIN MOORE#AC-27 "GALVESTON GRAY" CHECKED TE FACE-MATCH ill EXTERIOR ADJACENT CMU TRS 3„, 1 r_0" ** WINDOW HEIGHT,MULLIONS AND FINISH TO MATCH EXISTING ADJACENT SIDE-LITE. CONTRACTOR TO VERIFY. SUBMITTAL DATES 03/07/08 OTE DATE CRITERIA SET W-1 DOOR,RE: Al2-DOOR SCHEDULE --600S162-54 vac? STUDS, va* fi OV446 AO AT24"O.C. wc�a MASONRY 1 ANCHOR � �� ; ; , ; Ba 5/8"GYP. BRD.BOTH i ; � EXISTING STEEL STUDS SEALANT AT L' i SIDES TYP. ! o"" waQw E~ 01 4L4 EACH SIDE i f 5!8" GYP. BRD, TYP. � '` 'LINE OF WALL BEYOND WE8 STEEL Cl:[��.NINELS 3 60051654 STUDS WELDED iI D INTO EQUrND SEALANT,.__.._, TO ACT A A UNIT�+.+..+,.+- G4-32 AT AT SIDE PER AATIC DOFR.+++++++++++ G _4-32 �t 8 GYPBRDBOTH SIDES AS REQ D TYP.j -•-•--+--+- 8X2 XI/4 TUBE STEEL MITER,memarii WELD TO &CORNERS,PAINT SF[IM AND SEALANT !,,I('',Af'94ge) AS REQUIRED _ PLUMBING LEGEND PLUMBING FIXTURE SCHEDULE REVISIONS ABBREV. DESCRIPTION ABBREV. DESCRIPTION 'I CIRCUIT SETTER ICI GAS COCK FIXTURE DESCRIPTION MANUFACTURED SIZE PIPING CONNECTIONS OWNER CONT. OWNER CONT. OPTIONS -ACCESSORIES ±1>< CIRCUIT SETTER W/ Q THERMOMETER NO. &CAT.NO. FURN. FURN INSTALL INSTALL ISOLATION VALVE TRAP WASTE VENT C.W. H.W. (�I BUTTERFLY VALVE I HOSE BIBB OS &Y VALVE HB-4 INTERIOR HOSE BIB ACORN - - - - 314" - -- X -- X PRODUCE CASE 8121 CP 0 IN-LINE PUMP --m{ VERTICAL VALVE FLOOR SINK COMMERCIAL ENAM- PIPE BREAK I I STRAINER FS-1 12x12x6 P 3" 1-1/2" - - -- X -- X Ø ELING CO. 906-2 Q 0 OVERFLOW DRAIN STRAINER W/BLOWDOWN VALVE FD-2 FLOOR DRAIN JOSAM - P 3„ 2" - - -- X -- X 0 Q ROOF DRAIN (PREP AREAS) 32160- 19-71 O FS DP DIFFERENTIAL PRESSURE FLOW SWITCH 1 1 SWITCH (C)I FLOW METER —cr PRESSURE REGULATOR ---E SAFETY RELIEF VALVE GENERAL NOTES ' VALVE IN VERTICAL PRESSURE REDUCING VALVE A. ALL PLUMBING FIXTURES OR EQUIPMENT UTILIZING AN INDIRECT WASTE CONNECTION TO DRAIN INTO SANITARY SEWER SYS'T'EM SHALL HAVE A 1"AIR GAP AS REQUIRED BY THE PLUMBING CODE. E FLOOR SINK W PRESSURE GAUGE SI FLOOR DRAIN B. LENGTHS SHOWN ON PLANS DO NOT RELEASE THE PLUMBER FROM THE RESPONSIBILITY OF COORDINATING THE TRENCH DRAIN LENGTHS WITH THE GENERAL CONTRACTOR. IF ANOTHER MANUFACTURER'S I Cf,I BALL VALVE GRADE CLEANOUT PRODUCT IS USED WITH DIFFERENT SECTION SIZES, THE LENGTHS SHOWN WILL NOT BE APPLICABLE. THE PLUMBER WILL NEED TO FIELD COORDINATE THE NUMBER OF SECTIONS AND THE TOTAL LENGTH ARCH.PROJECT NO. REQUIRED FOR EACH DRAIN. D REDUCER FLOOR CLEANOUT 0622 GAS C. PLUMBER TO PROVIDE AND INSTALL CHECK VALVES IN HOT AND COLD WATER SUPPLY LINES TO OWNER FURNISHED SINKS. GATE VALVE /j) WALL CLEANOUT DRAWN C ALCULATIONS M GLOBE VALVE 2 WAY MOTORIZED VALVE 0 VENT THROUGH ROOF ESS C M C D PIPE DOWN CHECKED A 3 WAY MOTORIZED VALVE SWG DISTANCE TO MOST REMOTE OUTLET= 566 FT _____0 PIPE UP PLUMBING FIXTURE NOTES Zi.---DI 2 WAY CONTROL VALVE I I UNION SUBMITTAL DATES -41 3 WAY CONTROL VALVE EQUIP. MBH s TEMPERATURE SENSOR 03/07/08 * 0 PRODUCE CASE HOSE BIB WITH CARTRIDGE-OPERATED HOSE VALVE,REMOVABLE KEY HANDLE,POLISHED CHROME FINISH AND VACUUM BREAKER. 2 WAY SOLENOID VALVE I CAP AC-1 1,000 0 6" DEEP ENAMELED C.I. BODY WITH 912 HALF GRATE,DOME STRAINER AND 2" C.I. TRAP. [t 3 WAY SOLENOID VALVE RELIEF VALVE OTB DATE AC-2 150 'f41 CHECK VALVE ED PREP AREA FLOOR DRAIN. PROVIDE WITH 3" C.I.TRAP,LAMINATED CAST IRON&NIKACOY STRAINER, SEDIMENT BUCKET AND 9"TOP. TEMP/PRESS RELIEF VALVE AC-3 120 SOLENOID VALVE C Immiliiiiimmilmiliiiiiiiiiiiimiliiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiii OMB. BALL VALVE,UNION, AC-4 80 101 BALANCE VALVE A STRAINER W/TEMP/PRESS CRITERIA SET W-1 AC-5 90 PLUG VALVE TEST PORTS &BLOWDOWN immilmomiiiiiimiliiiiimilliiiiiiiiiiiiiiiiiiiiiimiumm AC-7 90 ---DdN1�.D4— DOUBLE CHECK Pit (I AC-9 TEMP/PRESS TEST PORT VALVE v 3o0wz 90 C�NIN.DQ— REDUCED PRESSURE `r0w4 g z TGW GAUGE WELL (RP c4oa0A��H4 c7w �N AC-10 205 °>" x w z 8 o A w 3 COMB. FLOW CNTRL,BALL r-- DIRECTION OF FLOW Px HxcaaxAC-11 80 VALVE,UNION W/TEMP/PRESS v E" H w�a (W z w W o t3 o VU.N UH-1 55 GAS FIRED WATER HEATER SCHEDULE -7--.-UP PIPING SLOPE ARROW TEST PORTS&BLOWDOWN o x a U N N wUU ¢ %AU z UH-2 110 xx-x FIXTURE CALLOUT T AIR SEPARATOR ` avoo x n�UH- 5 5 NA GAS ©® DETAIL CALLOUT My MANUAL AIR VENT N��041:0![218.wo 8oh o c,. "w.. g EQUIPMENT TYPE CAPACITY RECOVERY (MBH) FLUE SIZE ELECTRICAL WEIGHT MAN UFAC TURE R MODEL O P TIONS -ACCESSORIES UH-4 90 NO. (GAL) (GAL/HOUR) (LBS) Qav AUTOMATIC AIR VENT Z p 'INPUT OUTPUT O T N A w o , HUw UH-5 90 w UNIT NUMBER 11 DEN/ I DEVICE OUTLET 2,1O a O ``BARBECUE 82 WH_1 GAS - - 199 - 6"0 115V- 1 0 - - - RELOCATE EXISTING WATER HEATER ° POINT OF NEW CONNECTION x w x � 4 H w cg o o v © SECTION REFERENCE NUMBER POINT OF DISCONNECT EMERGENCY GENERATOR 1,000 ® SECTION REFERENCE SHEET PAN WASHER 46 WH-2 GAS - - 199 - 6"0 115V- 10 - - - RELOCATE EXISTING WATER HEATER ; REVISIONS Ol FAN SECTION O SUPPLY/RETURN DUCT SEE MECHANICAL O HEATING COIL PLANS FOR SIZES. MECHANICAL LEGEND O9 ROOFTOP PACKAGED UNIT SCHEDULE SMOKE DETECTOR IN SUPPLY DUCT. 0 PLEATED FILTER SECTION SEE ROOFTOP UNIT SCHEDULE EQUIPMENT Q EQUIPMENT O GAS CONNECTION WITH GAS COCK,UNION EQUIPMENT SERVICE SUPPLY OUTSIDE E.S.P COOLING HEATING ELECTRICAL WEIGHT MANUFACTURER OPTIONS-ACCESSORIES �J FLEXIBLE DUCTWORK --3 CTtTRER MODEL OPTIONS ACCESSORIES ROUND DUCTWORK BREAK AND DIRTLEG. REFER TO PLUMBING PLANS NO. AIR AIR (IN.W.G.) (LBS) FOR GAS PIPE SIZES. (CFM) (CFM) EER/SEER ENTERING SENSIBLE MBH MBH AFUE%V.-PH.-CY. MCA FLA LINED DUCTWORK 5 ROOF CURB AIR DB/WB MBH INPUT OUTPUT DUCTWORK BREAK (COORDINATE EXACT SIZE AND LOCATION) RIGHT � 6 LINE SUPPLY&RETURN DUCTS WITH RTU-1 SALES 10,650 850 2.0 9.3 / 11.7 77/63 262.8 540 432.0 81 460/30 70 66 5960 AAON RN-026-3 2, 3 CT THERMOSTAT DUCT SIZE (FIRST FIGURE 1"ACOUSTIC LINER FOR 10 FEET FROM s- 12 x 8 — INDICATED FACING SIDE) FAN INLET AND DISCHARGE. DUCT SIZES RTU-2 DELI PREP 750 75 0.5 8.5/ 13.2 77/63 21.1 69 55.9 81 460/30 9 8 710 AAON RM-A02-3 1, 3 �S INDICATED ON PLANS ARE INSIDE FREE TEMPERATURE SENSOR AREA DIMENSIONS. 12'0 DUCT SIZE (DIAMETER) -.......„„„„,,,„„„.„„„„.. 07 REFER TO STRUCTURAL DWGS. FOR SD SMOKE DETECTOR Mit ARCH.PROJECT NO. JOISTS LOCATIONS,ETC. FLEXIBLE DUCT CONNECTION 3 e ALTERNATE MANUFACTURES: TRANS,CARRIER,LENNOX,YORK 0622 - NOTES 0 CO2 SENSOR CIFNila SQUARE TO RND TRANSITION DRAWN ED ESS ° 1. PACKAGED ROOFTOP UNIT WITH GAS HEAT,DX COOLING, SINGLE POINT POWER CONNECTION,MOTORIZED OUTSIDE AIR DAMPER(LEAKAGE RATING OF MAXIMUM OF 4 CFM/SQ.FT.AT 1 IN.W.G.), MI- MOTORIZED DAMPER EXT. INSULATED DUCT PROGRAMMABLE THERMOSTAT WITH NIGHT SET BACK, ROOF CURB,AND TWO SETS OF FILTERS. CHECKED 0 F 2. PACKAGED ROOFTOP UNIT WITH GAS HEAT,DX COOLING, SINGLE POINT POWER CONNECTION,MOTORIZED OUTSIDE AIR DAMPER(LEAKAGE RATING OF MAXIMUM OF 4 CFM/S .FT.AT 1 IN.W.G.),O " ( Q INSULATION SWG Ili o CO2 SENSOR,PROGRAMMABLE THERMOSTAT WITH NIGHT SET BACK,REMOTE SENSOR,24" SOLID BOTTOM ROOF CURB, SUPPLY AIR SMOKE DETECTOR,AND TWO SETS OF FILTERS. B BARAMETRIC DAMPER D4 _ � '� ', SUBMITTAL DATES © ('W///\ / 3. PROVIDED BY MECHANICAL CONTRACTOR. ELBOW W/TURNING VANES 0 DUCTWORK RISE 03/07/08 TL OT* + I vAE r�6 f /11 DUCT FITTING, SQR TAKE-OFF \ aa,/ Iliint VM \/ / • FLOW DIRECTION T TEMPERATURE GAUGE DUCT FITTING, RND TAKE-OFF 8 8 I OTB DATE NOTE: �( PRESSURE GAUGE F DUCT FITTING, CONICAL SPIN-IN GRILLE - REGISTER - DIFFUSER SCHEDULE DUCT FITTING, CONICAL SPIN-IN PACK OPENING BETWEEN ROOF DECK AND DUCTS WITH TS TEMPERATURE SENSOR W/AIR SCOOP CRITERIA SET W-1 FIBERGLASS INSULATION. FILL ROOF CURB WITH 6" THICKNESS I immilmilimiliiiiiiimmommillimilliiiiiiiii BLANKET INSULATION. : FS FLOW SWITCH DUCT FITTING, CONICAL wA SADDLE TAP `� SYMBOL KEY . _ �� I w�x� A.FIRST LETTER: S—SUPPLY, R—RETURN, E—EXHAUST, T TRANSFER SECOND LETTER: D—DIFFUSER R—REGISTER G—GRILLE (A), (B) SD 1, 10"0 DUCT FITTING, ° a308wz 0 Lull UC TTING, RND 90 DOWNFLOW ROOFTOP UNIT B.LEAD—IN DUCT SIZE UNLESS NOTED OTHERWISE C.CFM (C) 250 CFM Q o POINT OF NEW CONNECTION SADDLE TAP Boa Aa�.UH SIZE, Wwap NTS , POINT OF DISCONNECT DUCT FITTING, 45° P x 4-x m a a Q�A"x[-E-p4x E- 3 lu N EQUIPMENT TYPE MOUNTING SIZE MATERIAL FINISH MANUFACTURER OPTIONS -ACCESSORIES S LINE BREAK SADDLE TAP v z w z w v w p gib..'H U o W NO. MODEL# a�A a�o 0�Q ROUND DUCT, T�RN DOWN � � Z p U FACE NECK — \— GENERAL BREAK LINE Aw ° � zWocnwaoo ; '14 ww�wu)oo=z II . LOUVERED KRUEGER PROVIDE WITH OBD IN FACE IN HARD CEILING AREAS. CONTRACTOR RESPONSIBLE FOR FRAME TYPE. B D D BACKDRAFT DAMPER t7 p w O�"H w a. SD-1 LAY-IN 24x24 9x9 STEEL WHITE -'---- H¢ o SUPPLY DIFFUSER SH VERIFY PRIOR TO INSTALLATION. SIZE VARIES WITH NECK SIZE.SEE PLANS FOR DETAILS SUPPLY DUCT - DUCT ROUTED �, v Q o z U ir TOWARD WxWo�› °U ,�i SD-2 DRUM LOUVER SURFACE 25x 10 - STEEL WHITE KRUEGER PROVIDE WITH OBD(MODEL DOBHD)AS INDICATED ON PLANS. CONTRACTOR RESPONSIBLE FOR FRAME s/\' OPPOSED BLADE DAMPER w U a U z z w DPL TYPE. VERIFY PRIOR TO INSTALLATION. SIZE VARIES WITH NECK SIZE.SEE PLANS FOR DETAILS RETURN, TRANSFER DUCT- rd x,x a—> r ,ai RG-1 EGGCRATE LAY IN 24x24 22x22 1'L, L KRUEGER PROVIDE WITH OBD IN FACE IN HARD CEILING AREAS. CONTRACTOR RESPONSIBLE FOR FRAME TYPE. DUCT TRANSITION, SINGLE LINE DUCT ROUTED TOWARD ° o RETURN GRILLE STEEL WHITE EGC5 VERIFY PRIOR TO INSTALLATION. SIZE VARIES WITH NECK SIZE.SEE PLANS FOR DETAILS EXHAUST DUCT - DUCT ROUTED VENT DISCHARGE ® HUMIDISTAT OR HUMIDITY SENSOR A MINIMUM OF 48" VENT CAP,BIRD PROOF EGGCRATE SURFACE 92x30 90x28 KRUEGER PROVIDE WITH OBD IN FACE IN HARD CEILING AREAS. CONTRACTOR RESPONSIBLE FOR FRAME TYPE. TOWARD ABOVE THE ROOF, OR RG-2 RET2TRN GRILLE S'i'EEL WFII'I'� EGC5 VERIFY PRIOR TO INSTALLATION. SIZE VARIES WITH NECK SIZE.SEE PLANS FOR DETAILS ROUND DUCT - DUCT ROUTED 48"ABOVE ANY PARAPET GAS VENT:TYPE "B"UL „ EGGCRATE I MANUAL VOLUME DAMPER OR FRESH AIR INTAKE KRUEGER PROVIDE WITH OBD IN FACE IN HARD CEILING AREAS. CONTRACTOR RESPONSIBLE FOR FRAME TYPE. TOWARD WITHIN 10 FEET APPROVED FOR 1 CLEARANCE RG-3 GRILLE SURFACE 32x20 30x18 STEEL WHITE EGC5 VERIFY PRIOR TO INSTALLATION. SIZE VARIES WITH NECK SIZE. SEE PLANS FOR DETAILS FS — COMBINATION SMOKE/FIRE FLAT OVAL DUCT - DUCT CO FROM COMBUSTIBLES. cv STORM COLLAR FOR DUCT FURNACES USE ALI'ERNATE MANUFACTURERS: DAMPER ROUTED TOWARD O in TYPE "PS" GAS VENTS. NOTES T CX � '-' ROUND, STANDING SEAL WEATHER-TIGHT WITH __ FI 1 FIRE DAMPER 'I SUPPLY DUCT - DUCT ROUTED Q COLLAR,4"HIGH "PAR-BOND" GUTTER SEAL J AWAY '� CURB CAP: 22 GAGE SOLDER STANDING COLLAR � w CROSS BREAK TOP& TO CAP& SEAL WEATHER-TIGHT— INTAKE OR EXHAUST Q SOLDER ALL JOINTS X W - F- O 2" 2" FLASHING: 3",FASTEN TO ° PRE-FABRICATED -�� CURB (2)PLACES EACH SIDE [=1 -a- ' [--73: ,.(.4 CURB BY GENERAL '' DIRECTION OF AIRFLOW 0. CONTRACTOR RETURN/TRANSFER DUCT, DUCT Z W N X ect SUPPLY DIFFUSER R OUTED AWAY W p, a SUPPORT WEIGHT OF GAS VENT GAS FIRED UNIT HEATER SCHEDULE / RETURN GRILL EXHAUST DUCT, DUCT ROUTED Q to r.T.4 v, U by FROM STRUCTURE AWAY aj0- � M �aj X RETURN GRILL z W gi o G ® RND DUCT, DUCT ROUTED AWAY 1- E� W < W v) N 0 EQUIPMENT SERVICE CFM OUTPUT OUTPUT ELECTRIC MANUFACTURER MODEL NOTES SHEET METAL DUCT FLATE OVAL DUCT, DUCT ROUTED a. z GAS VENT DETAIL NO. (kW) (MBH) o 0 MOTOR S AWAY C.� o 0 VOLTS-PHASE 2+ A,ñ. A.D.A NTS �ACCESS DOOR __ _ �, a., & J &y& ' DUCT U1�TIT F UH-1 EXIT 1,260 20 68.2 480-30 1/10 REZNOR EGE-20 1,2 ## CC EQUIPMENT CALLOUT RETURN/TRANSFER DUCT, DUCT CO - UNIT CONNECTION UH-2 ENTRY 1,260 20 68.2 480-30 1/10 REZNOR EGE-20 1,2 ilk DETAIL CALLOUT Iv U EXHAUST DUCT, DUCT UNIT CONNECTION NOTES .....4 1. ELECTRIC,FORCED AIR UNIT HEATER. PROVIDE WITH "FAN ONLY" SWITCH AND FACTORY INSTALLED THERMOSTAT. All SECTION REFERENCE NUMBER ROUND DUCT, DUCT UNIT CURB GASKETING 2. COORDINATE DESIRED FINISH WITH ARCHITECT. ® SECTION REFERENCE SHEET ® gyp "" '�O CONNECTION r�-,�� MECHANICAL 0 1�/ a_uj ® �' P EQUIPMENT D-X EG- X RG - X SR - X TG - X z ° tc _ ANCHOR BOLT CFM CFM CFM CFM CFM t` ® Q NECK NECK NECK NECK NECK , le ABBREV. DESCRIPTION �� i COUNTER FLASHING 2x4 NAILER AD ACCESS DOOR NIC NOT IN CONTRACT ( t ) AFF ABOVE FINISH FLOOR OC ON CENTER ■ CANT STRIP APP'D APPROVED REQ'D REQUIRED METAL CURB ,' ARCH ARCHITECTURAL OR ARCHITECT SIM SIMILIAR 14" HIGH MIN. ABOVE ROOF EC ELECTRICAL CONTRACTOR SM SHEET METAL M DECK FLASHING N �� ff ►♦, GC GENERAL CONTRACTOR SPEC STAINLESS STEEL 4 1 RIGID :�♦, ROOF MAX MAXIMUM SS SPECIFICATION OR SPECIFIED Ce INSULATION MIN ,♦_, 7- INSULATION O r �. MC MECHANICAL CONTRACTOR TYP TYPICAL ,• � � MFR MANUFACTURER UNO UNLESS NOTED OTHERWISE Z P4 '♦ ♦♦•�� MIN MINIMUM VTR VENT THROUGH ROOF F F o 0 � F VENTILATI N O CALCULATIONS CA et4 o 0 ROOFTOP FASTENING DETAIL UNIT OSA UNIT EXHAUST Q Q F NTS RTU-1 840 CFM ci. RTU-2 75 CFM ir+] O - k4 gli4 TOTAL 915 CFM OSA TOTAL CFM EXHAUST 4..1 o � o NET POSITIVE PRESSURIZATI O N: 915 CD c.) ,......4 oci) '4 z4 c) r 0,„1:4 c,;;.:, F NH ,_,....1„„,„,1....i.„„„....... • ‘III td)111 8 • 111" IC:ii _„„,................ SHEET TITLE MECHANICAL SCHEDULES, DETAILS, & LEGEND gploj.tllc...,...p.ffijl Not p art of this permit SHEET M2 . , , . ELECTRICAL ABBREVIATION REVISIONS ELECTRICAL EQUIPMENT SCHEDULE ELECTRICAL DEVICES -ELECTRICAL LIGHTING LEGEND- /DEFINITIONS ELECTRICAL SPECIFICATIONS ELECTRICAL SPECIFICATIONS 1 REC FLOOR SINGLE 4'FLUORESCENT STRIP A AMPERES TYPE DESCRIPTION HP AMPS VOLTAGE, BREAKER COMMENTS TYPE DESCRIPTION HP AMPS VOLTAGE BREAKER_ COMMENTS U► REC FLOOR DUPLEX AC 6" ABOVE BACKSPLASH AFF ABOVE FINISHED FLOOR BAKERY OFFICE EQUIPMENT 4'FLUORESCENT EMERGENCY STRIP AFG ABOVE FINISHED GRADE rm 11,41 REC FLOOR DUPLEX AF AMP FRAME BA01 BAKERY CASE X 2.12 120/1 20/1 PC7482 PASTRY/DONUT CASE GF01 REFRIGERATOR X ' 1.5 120/1 20/1 BREAKROOM AIC AMPS INTERRUPTING CAPACITY REC WALL SINGLE 8'TANDEM FLUORESCENT STRIP BA02 RACK OVEN X 1.2 120/1 20/1 HOBART/HBA2G-12 OF01 SAFE X 1.5 120/1 20/1 - AT AMP TRIP ATS AUTOMATIC TRANSFER SWITCH RACK OVEN X 4.4 208/3 20/3 OF02 TUBE PRINTER X 1.5 120/1 20/1 LOCATED IN:DEPARTMENT HEADS 0 REC WALL DUPLEX 8'TANDEM FLUORESCENT EMERGENCY STRIP AWG AMERICAN WIRE GAUGE BA03 PROOFER BOX X 33-37 208/3 50/3 HOBART/HP1.44 SERIES OF03 TUBE SYSTEM TERMINAL X 1.5 120/1 20/1 ': REC WALL QUAD BOTTOM OF DECK BA04 REFRIGERATED REACH IN X X X X HUSSMAN/RL2 OF06 NCR SCANNING SYSTEM X 1.5 120/1 20/1 PROVIDE DROPCORD ' 4'TANDEM FLUORESCENT STRIP BS BOTTOM OF STRUCTURE BA05 HOOD X 2.4 120/1 20/1 CONNECT HOOD LIGHTS AND CONTROL OF07 SCALE MASTER PV X 1.5 120/1 20/1 * REC IG ' 4'TANDEM FLUORESCENT EMERGENCY STRIP C CONDUIT BA07 WATER METER X 1 ' 120/1 20/1 HOBART/HWM OF08 TELEPHONE SYSTEM X 1.5 120/1 20/1 TOSHIBA CTX 2 WALL DATA CB CIRCUIT BREAKER F COMPACT FL URE ENT BA13 PAN WASH X 25.8 480/3 40/3 LVO-FL14-GLVOM OF09 MIRCOWAVE X 13.3 120/1 20/1 LOCATED IN:BREAKRM WALL DATA/TELEPHONE ' 8'INDUSTRIAL STRIP CKT CIRCUIT BA14 DIVIDER/ROUNDER(36 PART) 3/4HP 3 208/3 20/3 LVO/MODEL 363 OF10 SECURITY SYSTEM X 1.5 ' 120/1 20/1 -- CO CONDUIT ONLY,PROVIDE PULL-LINE BA 15 SHEETER/CUTTER(MOLDER) 3/4HP 7.5 120/1 20/1 LVO-SM24 OF 11 VENDING MACHINE X 1.5 120/1 20/1 TOSHIBA CTX ® POWER GROUND ROD 8' INDUSTRIAL EMERGENCY STRIP CT CURRENT TRANSFORMER CTL CONTROL ilimmuilimmilm BA18 20 QUART MIXER 1/2HP 8 120/1 20/1 HOBART/A200-LSTD O POWER POLE 4 INDUSTRIAL FLUORESCENT STRIP DC DIRECT CURRENT ARCH.PROJECT NO. - - � 0622 BA 19 LABELER/PRINTER X .3 120/1 20/1 DIGI/DP90 DEMO DEMOLITION EV STARTER AND DISCONNECT DET DETAIL DRAWN PIZZA DTT DOUBLE TWIN TUBE BA20 140 QT MIXER 5HP 14.8 208/3 20/3 HOBART/LEGACY HL1400 4'INDUSTRIAL FLUORESCENT EMERGENCY STRIP JKS BA22 DIVIDER/ROUNDER(20 PART) 2HP ' 6.5 208/3 20/3 OLIVER/619-20 MPZ01 DOUGH CABINET - - - - - E EMERGENCY CHECKED �''� 1x4 FLUORESCENT GRID BA34 FRONT ROLL IN REFRIG. DISPLAY X X , 208-1 30/2 HUSSMAN/RID-01 PZ01 SHEETER 3/4HP (EP -X ' 120/1 20/1 SOMERSET/CDR-2000S � FUSED DISCONNECT (E) EXISTING KEL EC ELECTRICAL CONTRACTOR BA36 DONUT INJECTOR/BISMARK FILLER 1/37HP 3.0 120/1 20/1 EDMARK/P-4010,F-5001 FILLER UNIT PZ02 MIXER 60 QT. X 8.5 208/3 20/3 UNIVEX SRM 60H+ ' MOTOR 1 4 FLUORESCENT EMERGENCY GRID EL EMERGENCY LIGHT SUBMITTAL DATES BA42 MICROWAVE OVEN X 13.8 120/1 15/1 AMANA/RCS 1 OMPA 1000WATTS PZ03 REGISTER - 1.5 120/1 20/1 - FUSE 05/14/07 MOTOR WITHER OVERLOAD AC ALARM CONTROL PANEL . - 1/ 2x4 FLUORESCENT GRID FACP PIZZA MAKE-UP COUNTER 1/3HP S 6 , 120/1 20/1 BEVERAGE AIR/DPl 19 � ► � P FIRE A BUILDING PZ05 WRAPPER X 12.5 120/1 20/1 WISCO/630-1 ® MOTOR STARTER/CONTACTOR G/GND GROUND x4 FLUORESCENT EMERGENCY RID - -- - - - -- - - - - - G OTB DATE BLOI DOCK LEVELER 1HP X 480/3 20/1 SERCO/HLR86.500 PZO6 SCALE FOR MAKE-UP COUNTER X 1.5 _ -, 120/1 20/1 AVERY BERKL/6103 ' GFCI GROUND FAULT CIRCUIT INTERRUPTOR -- - -- ----- -- ---- ----- - y - - --- - - - - --- - - - ED PUSH BUTTON WALL GFI GROUND FAULT INTERRUPTOR BLO2A INSECT TRAP X 0.33 ! 120/1 PZ10 CONVEYOR OVEN X 28.0 208/3 40/3 MIDDLEBY MARSHALL/PS536-2-9 20/1 SPRAGUE PEST CONTROLS - _ --_--- --_ o 0 0 2x2 FLUORESCENT TROFFER -- - - PUSH BUTTON PZ12 PIZZA HOLDING CABINET X 4.6 120/1 20/1 FEW/HLC-1617 HH HANDHOLE CRITERIA SET W-1 BLO2B INSECT TRAP X 0.33 120/1 20/1 SPRAGUE PEST CONTROLS -GILBERT/225GT ISCHARGE PZ13 HOOD - 2.4 120/1 20/1 CONNECT HOOD LIGHTS AND CONTROL JUNCTION BOX 2x2 FLUORESCENT EMERGENCY TROFFER cn- BL02C INSECT TRAP X 0.33 120/1 120/1 SPRAGUE PEST CONTROLS -GILBERT/601T --- 0 HOA HAND-OFF-AUTO zggcA8° __-------------- ----_--- --..__..--- -----...---------- -------------------------- -- 1-- _-_---......___------------- --_ - - ---------------- --------------- ------ ----------------------___ _-----_--------- -- - - � HPS HIGH PRESSURE SODIUM t PZ 16 PIZZA WARMING HUTCH X 14.7A 208/1 20/2 GLO-RAY/GRSDH-52D BLO4 AIR CURTAIN X X : x X X Q} JUNCTION BOX FLOOR - - - HVAC HEATING,VENTILATING, &AIR CONDITIONING PZ 17 PIZZA CASE - - ' - - EW ----------------------- -----------__------------------..---------------------------------.-___----------------------------- ---------------------------- -----_a_----.-_-_--_.---._--_--_-_--__-__-_- - -- - ----- '' ------------ _ - ---------------------------------- -------- ------- r _,..---1 1x4 FLUORESCENT WRAPAROUND x Ligcc-'264 BUILDING RECEIVING ® SPECIAL CONNECTION IG ISOLATED GROUND - PZ 18 ROUNDER 1 2HP X 120/1 2 0/1 UN NEX/DR42 o a o� w w a \. .�;. BRO 1 COMPACTOR CARDBOARD 15HP 7.4kW 208/3 20/3 MARATHON/TC300THF-3HD/HF 1x4 FLUORESCENT EMERGENCY'WRAPAROUND IPCO IDAHO POWER COMPANY H m-w 3 w a O r r 11 .. ; PRODUCE T SPECIAL CONNECTION WALL J/J-BOX JUNCTION BOX ��z w .°� � v ,i ,c .: BRO2 COMPACTOR(GARBAGE) 10HP 7.4kW 208/3 20/3 MARATHON/RJ250HT29 �o 1 ° o =w g ; �� BRO4A BATTERY CHARGER:FK LIFT X 12.4 208/3 20/3 EXIDE/SSC-12-550 PR 13 JUICE MERCHANDIZER ' 22 208/1 30/2 KILLION/CAP-V 0 SPEAKER CEILING ' � WET LABELED FLUORESCENT KA KILOAMP krg118t)clat ,.?, i ' l' KVA KILO VOLT-AMP � BRO4B BATTERY CHARGER:FLR SCRUBBER - - - SURTEC/24 VOLT PR 15 PORTABLE PRES SURE WASHER 2HP 15 _ 120/1 20/1 SMT/600PE ►� SPEAKER WALL /r WET LABELED EMERGENCY FLUORESCENT KW KILOWATT gigiilr-I 'OR,: KWH KILOWATT HOUR N , _ T BROS STAND-BY GENERATOR& SWITCHES - 70 480/3 100/3 KOHLER/125RZG SEAFOODIFISH e v o o ",` _.- . -- -- -- --___ - -- - - -- ------- ----_:------- ------ ------ - --- ---_------- --- ----------- ------ -.---- --- --- -- --. - -- - -- - -- � INTERCOM MB MAIN BREAKER w x m z H : BR 13 EYE WASH - H. - H. OPTI-KLENS/I M 39315 SEO2 ICE MACHINE FLAKER/BIN X 9.8 120/1 20/1 HOSHIZAKU700SGI800MAH FLAGPOLE LIGHT MBR MAIN CIRCUIT BREAKER a a a a A o w w : BR14 AIR COMPRESSOR _ 20//3 30/3 PENDING BID 5 4 SCALE/PRINTER X 1.25 F© VOLUME CONTROL MCC MOTOR CONTROL CENTER 0 4 Q L . ! O 12"RECESSED DOWNLIGHT MLO MAIN LUGS ONLY P CHEESE ISLAND J Ti PANELBOARD MMC MODULAR METERING CENTER - --- -- - ---- ------ -- ----------------- - - - _ --- ----- -- - -- - - - - -- - - --------- - - ---- - --- ----- -- -- MH METAL IDE CHO2 M/D CHEESE CASE REFRIGERATED X X X X X ® 12" RECESSED EMERGENCY DOWNLIGHT S T - - - - - -- - STOREFRONT Q TRANSFORMER MTG MOUNTING CH03 M/D CORNER CASE REFRIGERATED X X X X X - - ----- -- - - - - - T -- -- - .----- - - - ----- --- - - - --------- ---- --- ------ -- BRO4C BATTERY CHARGER(CART WIZARD) X 1.5 120/1 20/1 - © THERMOSTAT a 6 FLUORESCENT RECESSED DOWNLIGHT N NEUTRAL CH04 REFRIGERATED PREP COUNTER 1/4 6.5 ' 120/1 20/1 BEVERAGE-AIR/SP72-18 ._ r______._.-__________ _____-___ _ N T--- --- - - -- - -- - - - - - GE34 FILTERED WATER DISPENSER X 1.5 120/1 20/1 - NC NORMALLY CLOSED r, WORK COUNTER 1/4 6.5 120/1 20/1 BEVERAGE-AIR/WTR72 - - - - -- NATIONAL ELECTRICAL CODE CC CHOS REFRIGERATED - - D TIME CLOCK • „ NEC -- - - - - - - - - - MGR10 SPEEDY SHOPPER X L5 120/1 20/1 6"FLUORESCENT RECESSED EMERGENCY DOWNLIGHT NIC NOT IN CONTRACT � Q LA X X 120/1 20/1 MARKET SUPPLY/104-A -- - - - - �. CH06 3 ROLL WRAPPER (,'� -------___-- -_ -------______---__- ------------_-_--__--_-- - _--- -------_-------_--_----- _- __- -__- SLO3 FILTERED WATER DISPENSER X 15.0 120/1 20/1 ARCTIC MOUNTAIN/PWT2000 RO PHOTO CELL - - -- - - -- - - ® NO NORMALLY OPEN W c�, CH07 SCALE X 1.25 120/1 20/1 - - - - - - „ NTS NOT TO SCALE C'3 QUANTUM 1-1 - E•Q 6 FLUORESCENT DOWNLIGHT Q _ � °Oo - - - - REFRIGERATION DEFROST TERMINATION ►- < O N ------ ------- -- ---- ---- -- - --- SLO4 COFFEE GRINDER 3/4HP 9 0 120/1 20/1 BUNN/G2 WALL BRACKET SLO5 ATM - - - 1.5 120/1 20/1 TRITON/9710 OH OVERHEAD W GA o - to CUSTOMER SERVICE _ --------- ---- -------------- - -- _--__- ------- _--- ---- --- - ---� __----_ -- � WALL BRACKET OS OCCUPANCY SENSOR � rii4-4 SL 12 NUT BUTTER MACHINE 3/4HP 15.0 120/1 '20/1 OLDS TY ME/PN-1 3000 ® REFRIGERATION SOLENOID • N 6) CS01 BELOW COUNTER SAFE X 1.5 120/1 20/1 - I T P POLES • w do. �' SL13 COFFEE BREWER(DOUBLE BURNER) X 14.2 120/1 20/1 BLOOMFIELD/8543 ® REFRIGERATION TEMP PROBE 4'FLUORESCENT WALL BRACKET Z W H a PHOTO-CONTROL SLO2 HANDICAP SHOP CART CHARGER X 1.5 120/1 20/1 - SL14 COFFEE AIRPOT BREWER X 15.0 120/1 T 20/1 BUNN CWT15-APS PVC POLYVINYL CHLORIDE Q CC W ; a ------------ ----- -------- ------- ---------------- --- --------------- - -----�--------------=---- --------- ----------------------------------------------------------------------------------__----- REFRIGERATION T- TAT VDOl CIGARETTE SHELVING X 1.5 120/1 20/1 SL 15 VENDING MACHINE - 1.5 120/1 20/1 - 1-0 SINGLE FACE EXIT LIGHT WALL PWR POWER Z W Sun SWITCH W VDOS MONEY GRAM X 1.5 120/1 20/1 - NOTE: RE: REFERENCE la - - - - - - - - - - - - - - - - - DOUBLE FACED EXIT LIGHT WALL U. S 1. RE: FP2 FOR ADDITIONAL INFORMATION REC RECEPTACLE A. VD06 MONEY ORDER MACHINE X ! 1.5 120/1 20/1 _ 2. NOT ALL EQUIPMENT NOTED ABOVE IS INCLUDED IN THE PROJECT. S LINE CONTINUATION (R) RELOCATED * o O tp. VD07 CASH REGISTER X t 1.5 120/1 ' 20/1 _ [ CONDUIT STUB OUT ® SINGLE FACE EXIT LIGHT CEILING SF SQUARE FEET T `(' a VD08 COPY MACHINE X 1.5 120/1 -- ' 20/1 - - - VD09 FAX MACHINE X 1.5 ' 120/1 ' 20/1 - • CONDUIT STUBUP ® DOUBLE FACED EXIT LIGHT CEILING TBD TO BE DETERMINED CC , - - - - - - --- -- - - - - - TDR TIME DELAY RELAY CCI VD 10 UPS SCALE X 1.5 120/1 1 20/1 1 - • KEY NOTE TK TOE KICK MOUNTED - - - DOCK LIGHT ED PAIR VD 14 LOTTERY MACHINE X 1.5 t 120/1 20/1 - 7 TSP SERVICE UDELI KEY NOTE A TRT TRIPLE TUBE S E DEL C � OCCUPANCY SENSOR TTB TELEPHONE TERMINAL XX XX TYPICAL MECHANICAL CALLOUT TYP DE01 3 ROLL WRAPPER X X 120/1 20/1 MARKET SUPPLY/104-A © XX - - - - - -- - - - - ----- ---- --- ----- --- -- -- -- -- - --- - - UG UNDERGROUND DE03 SCALE/PRINTER X 1.5 120/1 ' 20/1 HOBART/QUANTUM1-1 EQUIPMENT CALLOUT UNO UNLESS NOTED OTHERWISE DEO4 CHICKEN FRYER X 47.0 208/3 60/3 BK1/BLF-F a LIGHT NOTE CALLOUT ' V VOLT DE05 SLICER X 6.6 120/1 20/1 BIZERBA/SE12D VA VOLT-AMPERE DE06 COMBI OVEN X 70.0 208/3 90/3 BKU2.10 COMBI ' J BRACKET w WATT -- - - - ---------------------------------------------------- Wp WEATHER PROOF/NEMA 3R DE09 DELI DISPLAY HOT CASE X 39 208/1 60/2 HARDT PROVIDED/PROVIDE PROVIDE AND INSTALL DE10 FULL SERVICE HOT CASE - 35.8 208/1 30/1 BKIIWDC-5T BY PROVIDED AND INSTALLED BY DEll POWER SOAK SINK X 11.6 480/3 15/1 POWER SOAKI200PSS108L INSTALLED/INSTALL PROVIDE AND INSTALL DE 12 SMG SERVICE DELI CASES - - - - MULTI-VAC/C450 DE15 VACUUM CHAMBER - - - ' - MULTI-VAC/C450 T____ _ -______ ______________- __-_____-________-__ _ __ ONE-LINE cf) r4 , _, i ± 4't , MEAT - -- - 'r AUTOMATIC TRANSFER SWITCH �/0 MEO1A SAW 3.11P 208/3 20/3 BIRO-3334-4003 o - - - - - -- --- - - ---- CIRCUIT BREAKER MEO 1 B WHIZARD KNIFE X 5.2 120/1 ' 20/1 BETTCHER/1000 M2 W1400 DG L ' ELECTRICAL CICUITING LEGEND Z , , ----------------- ---------------------------------------------- - ME02 MEAT GRINDER(FLOOR) 7.51W 23 208/3 ' 20/3 BIRO/755255 0 M E"' E03 MIXER/GRINDER 7.51W 15 t 208/3 20/3 BIRO/AFMG-52 FUSED SWITCH o ' T -r ME05 PORTABLE PRESSURE WASHER 2HP 15.0 120/1 20/1 SMT-600PE E-4 E-14 CD Z - - _ -- - DESIGNATES CIRCUIT O N � •1 0 MEO7 TENDERIZER 1/2HP X 120/1 20/1 HOBART/403-1 TENDERIZER z: FUSE EMERGENCY SOURCE MEO8 BUCKER X - _ 2.5 120/1 20/1 HOLLYMATIC/120 UNMARKED CIRCUIT IS CiD- - - - - - -- - -- - - -- - --- -- -- - - GENERATOR CONCEALED IN CEILING CURRENT CARRYING CONDUCTORS Q ME09 AUTOMATIC WRAP SYSTEM X 1.7KW 208/3 20/2 DIGI/N-AW2602SMART OR WALL MAINTAIN -- - - - - 1 --- NEUTRAL gl4 ME12 HAND WRAP X X 120/1 ! 20/1 SCALEMATE/A-DGWS WR \c, CONDUIT ADN CONDUCTOR o INTERRUPTER SWITCH SIZE UNO GROUNDING CONDUCTOR ME13 SCALE/PRINTER X ; 0.33 ; 120/1 ' 20/1 DIGI/DPS3601 BEGINNING OF INDIVIDUAL ISOLATED GROUND 0 11.14 CD , ME 17 HORIZONTAL SLICER - - - TREIF/PUMA CE 700F M METER CIRCUIT(S),CIRCUIT Q NUMBER(S)INDICATED. PANEL NAME ME 19 TRIPLE CONVEYOR X ,,X H - - - <3.__ CIRCUIT# - -- ------- ------------------------------------ - ---- ---------- -- - -- ------ ----- -- --- - - -- - - - © NEUTRAL E 4 +�- 0 'CI- - ■- - -0-----, ---- J _ A-2 4 6 0 Cil. 9 , ME20 STACKABLE WASHER/DRYER X 30A 120/1 40/1 LGni�VM1812CW&LG DLE2512W 6 ' ' - -- - - - - - - - - - PANEL HOMERUN. 3/4"MIN. MISCELLANEOUS ( } 4 -------------- -- --- -- ----- -- ----- - -; ---- ----------- -------- ------------------___-- -- ----- ---- - PANEL CONDUIT DOWN CONDUIT UP GE04 WASHER - 1.0KW 120/1 20/1 LG/NM1812CW '###' 3/4"-4#12,1#12G ../ PANEL BOARD GE05 DRYER X 22.0 208/1 30/2 LG/DLE2512W RACEWAY- SIZE - - - ---- - -- a o r., E...4 ' GE07 TV/VCR COMBO - 11.5 120/1 20/1 6727DF/SYLVANIA - QUANTITY GEO8 HAND DRYER - - 120/1 - - Om PIN& SLEEVE CONCEALED IN UNDERGROUND FLOOR milimiiiiiiiiiiiiimiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiimmimilimiim CONDUIT, STUBBED, OR--- --- - ---------- -------------------------- - -- - - ------ -------- 1 ----- ---- ----------- - ------- - - - - - - - --_- ---- -- - ---- -- --- --- EXISTING BB UN GE09 HI-LO WATER COOLER - 11.5 120/1 20/1 - rti-, , DELTA WYE TRANSFORMER CAPPED AND GE 10 REFRIGERATION ALARM - 1.5 120/1 ! 20/1 - MARKED WITH PULL CORD AS SPECIFIED GE 13 CART SECURITY SYSTEM - - - - GATEKEEPER/GS 1 GE27 2 COMP. BATHROOM SINK FIXTURES - 8.3 120/1 20/1 ACORN MERIDIAN 3792 SERIES C11) ta GE28 3 COMP. BATHROOM SINK FIXTURES - 8.3 120/1 20/1 ACORN MERIDIAN 3793 SERIES GE30 PORTABLE PRESSURE WASHER 2 15 120/1 ; 20/1 SMT-600-PE GE31 REFRIG BEVERAGE MERCHANDIZER 3/4HP 12.0 ; 120/1 20/1 BEV AIR/BZ16GE-3 - - - - - - - - GE32 ICE MERCHANDIZER 1/2HP/2HP ' 12 120/1 1 20/1 LEER 100C GE34 R.O. SYSTEM - 17 120/1 20/1 ARCTIC MOUNTAIN/PWT 2002D NOTE: 0 C 1. RE: FP2 FOR ADDITIONAL INFORMATION 2. NOT ALL EQUIPMENT NOTED ABOVE IS INCLUDED IN THE PROJECT. ELECTRICAL SHEET INDEX 1E ' El ELECTRICAL COVER SHEET E2 REFRIGERATION&HVAC PLAN milmommmummaiiiiiiiiiiiiiiiiiiiiiiiimiiiiiiiiiiiiiiiiiiiiim E2.1 REFRIGERATION&HVAC DETAILS E3 LIGHTING PLAN SHEET TITLE E3.1 LIGHTING DETAILS,FIXTURE SCHEDULE&LIGHTING COMPLIANCE E4 POWER LAYOUT E4.1 CHECKSTAND WIRING, POWER DETAILS &ONE LINE E5 PANEL SCHEDULES ELECTRICAL COVER SHEET SHEET 61,1_,L,A9....e. i jil if Not part of this permit El f , , , . , . , , , REVISIONS ARCH.PROJECT NO. 0622 DRAWN (MEZZANINE NOT SHOWN) (PLATFORM NOT SHOWN) JKS CHECKED KEL SUBMITTAL DATES 05/14/07 OTB DATE 03/07/08 CRITERIA SET W-1 ,A. zr„C7w M �v��O�wz 0 MEZZANINE HVAC ELECTRICAL PLAN MAIN AIR HANDLING PLATFORM �oaQa �6 0 w w wx r v=3/32" 1 -0 friThY 3/32 1- NORTH U� Hx � t . WQO '— � � , J2WF"JOHWA 0 v�c 4W UaUi aMillri .:•.':.. E-.U ¢ A OwWAO ::-Iii c441 ;164q '"':.''':'4 HOOD FIRE INTERLOCK CABINET.-- 01(200*30 PROVIDE CABINET WITH HINGED COVER SIZED AS REQUIRED TO ACCOMODATE ALL REQUIRED CONTACTORS. LOCATE CABINET 480V-1i0 OR 3� (- .�. � EQUIPMENT CONNECTION AS F ON THE WALL ABOVE THE A REQUIRED ACCESSIBLE CEILING NEAR I ASSOCIATED HOOD. Inril. E UIPMENT CONNECTION LINE ) 0 ,,,N Di AS REQUIRED VOLTAGE GC••• AS REQUIRED CONNECTION 0 MI LA o PROVIDE SEALS AT-- I H o ~M EQUIPMENT CONNECTION ROOF-TOP W LINE - �w AS REQUIRED o UNIT PENETRATIONS N / \ z < 0 VOLTAGE I TO FIRE ALARM CONTROL o 0 0 - - '_ N PANEL. CONDUCTORS BY o o - - TO NEXT COIL W o .� AS NECESSARY " I. THE FIRE ALARM CONTRACTOR -� - O. _ • W w -1`4 F. , HOOD CONTROL PANEL • FACTORY INSTALLED �' DUCT SMOKE DETECTOR � . � w W N � AND FURNISHED WITH HOOD FURNISHED WITH A/C ---- PROVIDE CONNECTION FOAM SEAL ROUTE CONTROL WIRING UNIT AND INSTALLED BY n FOR UNIT SHUT DOWN PENETRATION � Cl)t W I �CC THROUGH NORMALLY- MECHANICAL - a �+ , �, TO GAS SOLENOIDS TEMPERATURE SENSOR OPEN CONTACTS IN CONTRACTOR. SMOKE 1 1 W < 2 (AS REQUIRED) MOUNTING AND FINAL z HOOD CONTROL PANEL. DETECTOR REQUIRED LIQUID-TIGHT ------� � - E- H o FOR ALL UNITS 2000 CFM CONNECTION BY FLEX CONDUIT COIL w MECHANICAL CONTRACTOR. �� F • W OR GREATER CAPACITY. CS- * a LOCATE REMOTE TEST, 0 oQ RESET AND L.E.D.ADJACENT n o 0— — TO FIRE ALARM TO THE TEMPERATURE `r' a SENSOR FOR ASSOCIATED -PROVIDE CONTROL PANEL 1111. SENSOR UNIT. MOUNTED BY MOTOR-RATED Cr NOTES: MECHANICAL CONTRACTOR. DISCONNECT CO NOTES: NOTE: SWITCH 1. FURNISH AND ''STALL CONDUIT AND CONDUCTORS AS NECESSARY ALL WIRING,DEVICES,CONDUITS AND BOXES mismiliiiiiiiiiiiiiiiiiiiiimiliiiiIiiiiiiiiiiiiimilimmiiiiiiiiiIiiiiiiiiiiiims FROM CONTROL PANEL TO FANS AND HOOD LIGHTS. 1. A/C UNIT PROVIDED WITH DISCONNECT SWITCH AND GFI RECEPTACLE. ARE I ING,DEVICES,E ,CONDUITS 'UNLESS 2. FURNISH 250V,ELECTRICALLY HELD,NON-LATCHING CONTACTORS WITH COORDINATE AND MAKE ALL CONNECTIONS. OTHER WISE NOTED. 120V HOLDING COILS OF QUANTITY AND SIZE REQUIRED FOR SHUTDOWN 2. ELECTRICAL CONTRACTOR SHALL FURNISH AND INSTALL ALL CONDUIT, OF ALL EQUIPMENT BELOW HOOD. BOXES,AND CONDUCTORS UNLESS OTHER WISE NOTED. CONDUIT CONNECTION AT COIL 0 HOOD FIRE CONTROL DIAGRAM AIR CONDITIONING UNIT WITH ACCESSIBLE VOID ABOVE NTS 4 NTS NTS PREFRA,BICATED FLEX CONDUIT TO CASE OR- - COOLER PANEL EQUIPMENT —RMC OR IMC -CONDUIT AND BOXES LOCATED ELBOW 480-V CEILING PANEL ARE BY OTHERS. CONCRETE FLOOR J —CONCRETE -CONDUIT AND M ALL OTHER CONDUITS, CONDUCTORS C SLAB L CONDUCTORS N AND BOXES ARE BY THE BY ELECTRICAL /.... ELECTRICAL CONTRACTOR CONTRACTOR MEM IBM "lc --X L- lilt TOCOL UNIT 0 0 - r ♦ . \ r__ ___ _ _406,. .- i '4 MOTE Z g:4 LI UID-TIGHT 1 480-V _ Q � i ,, FLEX CONDUIT COIL ; BUSS •EFROST F 1 -7 ' - `1•�- BAR : � PANEL Mb PVC CONDUIT - F 0 0 FF I� ?Si -PROVIDE NOTES: —RMC OR IMC CONDUIT CONDUIT AND - • - F E--1 (D 4 CONDUCTORS ` �•4 0 MOTOR-RATED 1. WIRE FROM CASE STUB-UP TO CASE AND AS REQUIRED BY AL •� DISCONNECT BETWEEN CASES IS BY THIS CONTRACTOR ELECTRICAL -DISCONNECT SWITCH NOTE: CONTRACTOR. L BY ELECTRICAL V) ,2. SCHEDULE 40 PVC-MAXIMUM OF 90^TOTAL J CONTRACTOR •• ALL WI ► _ CES,CONDUITS AND BOXES RADIUS BELOW SLAB. MAXIMUM OF 270^TOTAL .er44 ARE BY EL TRICAL CONTRATOR UNLESS RADIUS ANY RUN-BASED ON 2-90^AT STUB-UP OTHER WISE :TED. OR TURN-UP POINTS & 1-90^BELOW SLAB.BELOW TR.ANSFORME' - 0 SLAB-ANY COMBINATION WHICH TOTALS TO 90^. BY ELECTRICAL ../ 0 CONTRACTOR. 5 IIII4 C) CONDUIT CONNECTION AT COIL 0 r::: BELOWMECHANICALPLATFORM CASE STUB UP DIAGRAM PROTOCOL SYSTEM WIRING DIAL p g 0 � NTS NTS NTS (.0) , tr) F� io**" N E"'"4 CD 11111:1 141;11 . • I 41111. C11111111 SHEET TITLE MEZZANINE 61........„..„.....„ tyeferenc HVAC ELECTRICAL PLAN & DETAILS SHEET • 1 Nat part of this e • p rr��f GENERAL NOTES 1. REFER TO SHEET El FOR LIGHT FIXTURE SCHEDULE,DEVICE AND REVISIONS SYMBOL SCHEDULE. 2. PROVIDE COPPER EQUIPMENT GROUNDING CONDUCTOR, SIZED PER N.E.0 250, IN ALL CONDUITS WITH CIRCUIT CONDUCTORS 3. ALL CONDUITS PENETRATING WALLS OR CEILINGS OF COOLERS, FREEZERS,OR REFRIGERATED PREP AREAS SHALL BE SEALED. SEAL BOTH THE INTERIOR AND EXTERIOR OF THE PENETRATED SURFACE. 4. COORDINATE LOCATION OF ALL LIGHT FIXTURES WITH MECHANICAL AND REFRIGERATION EQUIPMENT. 5. FURNISH AND INSTALL SAFETY WIRES AT ALL LIGHT FIXTURES INSTALLED IN A SUSPENDED CEILING PER APPLICABLE SEISMIC CODES. •• . •.. .. . . ........ ....... .•' •• . . . . • . . . . . . . ........ ........ ••. i . -: 2 : '. 3 ... 4 : :. 5 : ... 6 : : 7 : ... 8 : .: 9 : :, 9.9 : .. 10 : :.10.8 : : 11 : 6. COORDINATE INSTALLATION OF LIGHT FIXTURES WITH OTHER --....-• DISCIPLINES. USE LASER LEVELING TOOLS AS REQUIRED TO ENSURE THAT LIGHT FIXTURES ARE INSTALLED LEVEL AND AT INDICATED HEIGHTS. 7. INSTALL HORIZONTAL SEISMIC BRACING WITH AIRCRAFT CABLING FOR SUSPENDED LIGHT FIXTURES AS REQUIRED BY ALL APPLICABLE SEISMIC CODES. 8. ALL LIGHTING CONDUCTORS ARE TO BE A MINIMUM OF#10 AWG COPPER UNLESS NOTED OTHERWISE. -••-•-. .....••• .. : m *.- • ......... .,.......... .......-.... .. 9. ALL CONDUIT AND CONDUCTORS ARE TO BE LOCATED BELOW THE ROOF. . ............ .--••-• imi.....................= .......... ... ..•• ..,.,.• ,, .. .. 10. PROVIDE WEATHERPROOF BOXES, COVERS AND FITTINGS IN WALK-IN ARCH.PROJECT NO ^-•-- ......•••...-.•' .,...-••••" •.•• ', COOLER,FREEZERS,AND REFRIGERATED PREP AREAS. PROVID%E.2PARATE . .. :..."'"""-`,-'•' GROUNDING CONDUCTOR. 0622 ..,.',... • .. ., . ... T. ... , -..: `...c... ....-..------•-••••••. '..----•'''' 16 1. DRAWN .-... : - "...(i',....--.•• ...--••'• 16 20'-0" 11. COORDINATE LOCATION OF LIGHT FIXTURES IN WALK-IN COOLERS, 4--.•-"''•z••- -••*•. • :. • WB1 ...-.. FREEZERS,AND REFRIGERATED PREP AREAS WITH ASSOCIATEIMAL JKS • •,....--- •...• (E)HB-41 111 • . CI ..•.•.•.• :. K • LOCATIONS. .. CHECKED .. . .• 12. ALL VISIBLE CONDUIT IS TO PAINTED TO MATCH SUR.ROUNT/i5V • • • .•• •-• FINISHES. KEL (E)HB-41 ••... 4 (16) r. . : .11.9 : SUBMITTAL DATES • • • , ..•-• 13. ALL EMERGENCY LIGHTING MUST BE TESTED PRIOR TO FINAL (E)HB-27 (E)HB-27 (E)HB-27 HB-27 HB-27 HEM-19 HB-27 H13-27 HB-27 HEM-19 INSPECTION. TESTING MUST BE COMPLETED BY WAY OF TOTAL BUILDING SHUT DOWN. COORDINATE SHUT DOWN WITH ALL OTIOt147/08 05/14/07 . ALL 1 DISCIPLINES. BF2 UNO 14. ALL PENETRATIONS THROUGH FIRE RATED WALLS ARE TO BE SEALED BY APPROVED METHODS. • . . . i OTB DATE (E)HEM-I HB-27 HB-27 HB-27 • HEM-19 HB-27 HB-27 _ - •-•• ••- .- •. HB-67 15. CONDUIT SHALL NOT BE ROUTED ABOVE OVENS OR PROOFERS. 03/07/08 (E)HEM-1 (E)HEM-1 (E)PANEL'LC' - ...- - ....■•■•■■••••■ ..,.....,. (N)PANEL'LF (E)pANEL'Lly-Aiv„ , •:::,.......,..,,.,..,-...-...-....-...71 : : 3,!,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,, 4010 16. JUNCTION BOXES SHA.LL NOT BE SUPPORTED FROM GRID WIRE. .--"\ . . _ ::: CRITERIA SET W-1 .,..; ...1 i 0_A:::: , •::: - • • - : : :::, 17. LIGHTING CONTROL SYSTEM SHALL BE FULLY COMMISSIONED AND (E)PANEL'LB' I . HEM-19 ...,...... :..: i.1 .1 OPERATIONAL IN ACCORDANCE WITH THE INTENT OF THESE DRAWINGS imommosimmommommomm I -......... ,,a • : •::: ...) , , ir ,-(E)PANEL...(E)PANEL'FIB' III/4-4 - - ::: W132 INTENT AND TO THE SATISFACTION OF THE OWNER PRIOR TO STORE GRAND I- • - ALL "i,-..: :il :... 1T-0" OPENING. ;c2igc2c8 ji 0 t.'?. [..:1 ----- 61,2;,.4.41g5,4E6 - _, Is I GF2 1 :: iii c- 8 0 :::, 1::i cn 0'''•4 ET.11 a4/ 0 18. ELECTRICAL CONTRACTOR SHALL FURNISH AND INSTALL TUBE .--••-.. , UNO i :ii: \ GUARDS FOR THE LAMPS IN ALL NON-LENSED LIGHT FIXTURES IN FOOD :,i J •• _ .. I''' I 2 ij2._____. . .:, - II : ::, PREP AREAS. II- . ..1 - ALL ::; ,•_:;-..- . ::: IA - •• RE:E3.1-5i SF2 I ::: Z4.1 .0r-, _g .-,1-i,3 f=, t. 19. PROVIDE ALL AUTOMATIC LIGHTING CONTROL AS REQUIRED BY LOCAL 47'4,..,c4.4E-cz r- c.)", '-'l'.--,! '..i . , UNO--- .. CODES. ur':..4wW,...., E-t8 (-4g_ 1,.-“,_•--Y, ,, rh : :i:: i..:, . .. ..... au ,....10c) ,-4 ''.' ;... . r ,„,. ::,..• .:: 12 -0 - - f4- . H - .„ . ,-- l'Z a b`,....................- : ii 8 c.) i :. .. . N. .... , . .4 .... ...• . ..., \ :, 'Cl'iil C.)ZrA[...■ .... %, ...i....",,,. .4. ! ...')...' 1,1.1,1 ..., .... :•1 0 C° Z '.- \''".'••••:::::.*:':'''ii". . '. •••• . . f... :.. _ _ ::: .... , .. , a, ., ,t\,„ : ':4 •'"' I c2 :.■'-' . .4 i.4 ..•. •• : 'e.:! s • . .4 IC4.' - 11CA c:F..... gip:38a:gil›..%)E.C2 '\\:::7.is ....;*.;..........i..:..:,..:.:::1\111\f -.. ..•. I l'' - HEM-19 • ,4 • • •••" ... •. .• ..... '^-• ••. ::: W r„.„44Y4 CA4•4"1 N 7.• .I .. ' •• .. •• 44 ■■••• CID.. 0 I---a■•••••■Q rs ..:: ..: .......7......................... . .. ,• - •. • ..7.. . .. 3 1. 1iitilittil£1,11 0°Cg5iQ:40 r • !:.." '' : : 12 •••••••,••••••••••••••••••••••,..-•-•-•.--....,.....---..........•,- .. • :: HB-65--.. ::.......-....•• . :••• ••-- G F'2 RE:E3..1-4 I- .. ,••... --' - ' ' _ - .._..- _ _ r--T--T--T--T--1--- --A--T--T--T--T--- -1-_1 • . : .„. . • . I I'-'-' - '- 11 , a b a UND HEM-19 a :: Z .1 ...'•''•'WPM ISM IMP" :: U.I li- r , (E)HB-27 (E)HB-27 .- •I■1111 IIM1111111111 P" '•• * .. ii I ALL ,,...„........ M. - 111111 ,. - .. 0 • , . I- I I`.-s BF2 *-. . • • El 0 L) :: 0 pl • 1 ... _ ,._ : UNO . . b a b :: CE * '-' 7\ 11 , ,, ., . C1-1 • • .4111 NMI NMI 110111P1rA • id P"'" ..... .. ,,.._ _Am EN= ........ Or' C° 7\ r.....: i L ':. L _L L __L____________L____________L___________j I I - , , - - , ,, . . s. ._ .. . . \ ...11 ;,, , . HEM-19 U al F i 0 1."""I„g.) ,.• ---7A-.- „„ 18 I I , • , .. :: .. (E)HB-27 (E)HB-27 . .:. . '• • : - - - - alik . . 0 1T-0" WB2 .. . ..•--... • • • • • :. G : I. I , I I - L. ,::, , : . . • .. ....: . .. .. . . . ; .. :a. . i . , , ::' . , ,. . - - -. -, -,-- , - - -- -.. ... -----.- , - , • • • • • . ,.- ... • .. • -.. • - • - - - .- - - :. . . . Ilibilir ..•_ • • _ : G : Elm U 4 c) _ , :: ..:_ r - . f... IT:: , . .., • i - • , ,--s - - - -- - - - - :20 •- :. f. ..., 0 c•I E 1....F.: . ......,...... .. .... _ . , . : . . . . . . . . 1413-64.,63-----0,.•.., . _ - _ - '"- - ,---,,-.v.---:. INU 11.11. Z) 0 I ii.... %.* %.• .... %.* %." %.- %.* %.' ..: ..: %: -..' -.: ..: %: ..: %: -.: %: %: %: %: ..: _________ --- --- --- --- --- --- --- --- --- --- --- --- --- --- --- --- --- --- I I : : ' :-..-.". I „am 1111111111 4,4 ...- ON [* 91 0 [744 ■t4-4 'f.)_, I:•.,1-.: ■• ALL 19 HB-61,63 X16.• HEM-19 X2C r , IF2 - L 16 ,,.- - - --- i INID 741 $1 ,--- ..................,..................„............„..........,.......! ALL • X '-•-•' LLI E.-.4 '1" P. 1 11 18 RELOCATED i 1(4)F32T81 > f - ,....1 •'. t-- F.§ ' IF2 i • I. _...... , L _....., 1. ....,„, L .........,_1 _,7....,_ L , L _...,, 1. _...._,_1-„-_-=--1,-„,..-li. I RELOCATED jr UNO 0 ro tr) cz I t '. (E)HB-14 (E)HB-16 (E)I-M-14, (E).1-1B-16 (E)HB-14/N (E)HB-16 (E)11B-14 (E)HB-16 (01-1101-14 (E)tits-16 ::`, (E)HB-14 : H B-16 ; - HB-14 (4)F32T81 ---- 0::. 00 El•.: L_„..,_L___,_,_L._.._.__,_,J,_ ___.,_L_...„.,_1.,.._ • ,_.1___,_L_„_L_,_L___. _1=‘;-- • , . . ' , (E)ffl3-16 (E)H.B-14 (E)I-DB-16 (E)10-14 (E)I1B-16 1 N. (E)I-M-14' (E)kiB-16 (E)11B-14 (E)1U1-: -16 - (E)H13--14'::••••(E)HB-16•* 1113-14•' -HB-16 • \ \ \ \ 11 T 17.1 int - / 1-1c-Z Ili 2 (1) , ._, ,---4 -; LLI Ci) " '-- 4 A ''' s•- w 7‘): ILI a. ..1 -• • I I: \ „\ , \ s, , s.. \ .., , -, -\\ ,,,, \ \ „\ , 1 1 1 la 1 1g = = -0._.6) \\ \\ \ \\ \\ \ \\ -\ 1 I .1 a- \\\ \ N, \\ \\ \\ \ 1 1. 1 „.„„ „ 1 1 1 I tn- .. * 0:: \\ \ \\ \\ ‘ \\ \ \\ \ 1 I 1 I 1 I 1 I I I ............. . . . . . . . - i ; -.. F.5 : 0 ....., : ... .. ._. .,. ._. ._. ._. .. .. .. .. .. ... .. . .. .. .. . .. .. .. ... ... ... .. .. ... . . \ \ \ \ \ \ \ .. •. .• •• ...• •• .• .• . .:..:-...:-..47.1...:-........,-...:,....-...;...pi..-....;...,.-:::.::.,.....,.,-...3,:: ::„:;.:....:..:...::..c.T.:..--.:,.:..:-.,.:-..,:-...:1-1,...::.,.....,..,:..:-...::.:-...:R.,,:-.......:...::::........:..:-..:-..i..-...:::,..-..„[-.1.::„:,..:....:....:....:.•:.-1.:-.1.::...:....-...:-....-..:.....f ::,::„:„::..::.;_4. ..-,,, \ , \ \ , \ \ \ pi il il 1) 0(1' , _ IT ,-- (2),,..-. te.) 14 '• D - . \ \\ \ \ \ \ 2 M i.c!••c!-.):....;.2.c!M.!,,'-'-;.*: i •- 1 I , •f: 11 11 i 11 ,ii I >1 I >11 >II >1 I >1 >I I .:: \\\ \ - \\ \\\ \\\ \ \ 'k\ 1 I . - 2 I la A.,.....,,,,,,,......-•,,,,,,,,,,,,,.....: % ..■.r...2....ig...'R.:-.•.i.:...:.... ,:.1../1.1.1,.: 41 ! ■•. 18 , \ , \ ,\ . - \ \\ - \\ ' II E 1 1"" ---• • ------..-•-•--------- - •.-•--- A Ce , i..... , 1•, I I i I T .... 1-1 - - ' 1 I ' r I- , I r ' ' I ' 1 1 1 I : ' - - -1-1 - -, - ' - 11 , II 11 11 CO . ' , ....., , , • -, -_, ,-.. ri ' 1 • Fl ' - Fl- - ' - fl ' rl ' fl rl ' ' il 0 ._ __. ii 1 i ii 101 0 ii 1-1:-.7 11"C" 11 11 1 i ' ? ilw" jig 2 2 . . . ca • II I 11 II 11 II 11 1 I 1 I I I I I II Il I 0 I 11 1 I M I I I Ig I It' i 01 . = ■•.....■■■■ ..- .. = ! = , .- I I I I I I 1 II I I 1 II 1 I 1 I I I 1 I I I I I'g I l ' I I 6 I I .. . 1 I 1 I 1 I 1 I 1 I 1 I 1 I 1 I 1 I 1 I 1 I 1 I 1 I I I I I 1 I i....-„....:,..:::::i.•-•;,..i.-::...:::i..*:;:.:3:::::: ..... . ..... ............ ... .. ..... ...... , • .• _,, 171 -1 11 : 11 ri 11 il il --i • 11 . 11. fl .• F-1 ri fir• , il, 1 il --i -1 il-' ili ;::',':',.":':::::';','),`•:',':::::r.,114'*!:;,:),'::`',:.:'::::r•:.`,:hi'i. ,:).,'::.,:''.,:";; i ;.iti' 7',',,.:-::‘,-..'.:•;.--...,1-•:::,‘:;t:::):-.'„1":::;(0''t'.:1/4:',';'• -- i! :-.... R ; M i ! ft..,111,II.IftV1 . :- : - '. ' - ' . ' I 1 -- : . ' -----'.. -.' ''' - '1--1- ' -I I- '...- - ' . . i 1 - ' I I- ' -. ' . I 1 ' . I I I I i 1 I I I 1.'t I I I I I Ir.,J- ' I IR , .. I I 1 , '-' M I la 1 la i-:-.‘,.,,,i-t.,:-:,.;-:-:•;:,.-.-.....::f..i.-:-.4r,-:::•:•;:-:,....,::,.• - - .• .• .• .• .•• .• .• .• ..... : ...: ..1F2'.'• '.'•-• : '•••••.;::.: ' - ..--•. . I 1 . - 1 1 . II I 1 - . 1 1 I 1 I 1 1 I i --r-- I I. , . - 1.12i ii ii . Hi - I le - - 6' 1 I II 1 I II UNO .•-. F •.- -... I I I I I I I I I I I I 1 I - iv - :- 1 1 ,- It II ' • it • it 11 - - - ' : - - : : F .• . 16 •-- - 41110 - --- .... il il il il 1 il -1 - 171 • 11 - - il il il 11; (1:::. 1 - - - f-1 - -71 - - --'-.1- . • - ; il`? i-1`,;' I a. -., v, . IKEYED NOTES 2 i'- ! 2 ! . co . .. .: ii 1 I ii 1 1 1. 1 1 I 1 I 1 1 1 1 I 1 IE 1 la 1 1 1 la 1 la 1 Ir.,4 z .. .. , . .1 I I I , , :.I I _, 1 I . __, , I L I I I I I I I I I I I I le I I I I- II II I I , .., . . . 1. BOTTOM OF FIXTURE TO BE MOUNTED AT+191-0". . . , , . , _I I . I I .1 I_. . . 1 I : . I I 1 I I I I 1 I I I 1 I I I I I I I I I , 0 .. . • - , , . ... , .. . •,-. il 11 -1 il -1 11 ' ri '', ., 1.1, ri 0 ' ,.- :r1.-4 - - 1-11'.' . ._ 1 : . . fl 1 -,-i c•F FliC' flIC I-I'? -_, , ! , , .• . 2. BOTTOM OF FIXTURE TO BE MOUNTED AT 15'-0"A.F.F , - , . • a. , .. . . ,- . : ..„ - .), .,. ... - ! . A i '' i th 't ; 3. BOTTOM OF FIXTURE TO BE MOUNTED AT 14'-6"A.F.F.. . I I I I I I I I . 1 I . I : .1 I i I: 1 4, I I - - - - --- - ---, - , a-- I I I i : I i : I i : ,„,.., = = ,.4 . ii.......................... I I I I I I I I I I I I I I I I I 1 II II- I I g I I- I I I I !.... I I - I [ - I I I I I I I I I I I I I I I I I I I 4. FIXTURE(S)TO BE SUSPENDED TO A HEIGHT BELOW THE ..„.,- - - • • - - 71 • rt -1 11 il 11 il il ileci il`-=.; 1 il 1 il 1 2 Ili rli Ol 16 ...* - thn ,- , - ,„ .,, -....., SURROUNDING MECHANICAL DUCT WORK. CONNECT NEW LIGHT FDCTURES TO EXISTING LIGHTING CIRCUIT SERVING . ., . . . I 1 - I I I I ii 1 I I - I 1 , 1 1m 1 a 1 1 1 la 1 la I Ig M ! = n = THE CART STORAGE AREA. FEILD COORDINATE EXACT ii I I 1 I 6 : 11 -' I ' : II ' - - --1--1' - ----- ' 11--- - - ' II, -- - I 1 ' ' '- e I I- I I- 1 III 1 I FIXTURE MOUNTING HEIGHT AND LOCATION WITH MECHANICAL CI) I I 1'8 I I : EQUTPMENT,FIRE SPRINKLER,AND ANY OTHER TRADES IN THIS _ __. -1 11 11 11 11 il 11°' A rk'TI 1 11 1 1 ; Ili ili Ili Ft'? 12 , - ! , , co . , 4 ,- , , -4., ‘ AREA TO ELIIVIINATE ANY CONFLICTS. C'\1 . < 1 I I I 1 I I 1 I 1 ,@,- I la I I I 1.=,‘-= I 1g, I i I ig M = = LI, ! = 5• EXTEND UNSWITCHED LEG OF THE EXISTING LIGHTING CIRCUIT 0 0 , . _. .... . .. . . . . , . . . .. I I I I I I I I I I I I 1 " I I 6' I I I I I I- I I SERVING THIS AREA TO NEW EMERGENCY FIXTURES AS INDICATED. PROVIDE ALL MATERIALS REQUIRED FOR A COMPLETE CONNECTION. . 1 1 - 1 1 1- 1 t : 1- t 1 1 1 1 1 1 1 I E.1....• 1 I 1 I .• E : __... - __, 1-1 ' ''' Ft 'il ' - ' Ft 11.=:. . Ft ' 1 ' ' ' 1 ' 1 - i - - op 11-.' IR il'c II'? 1-17' , a, - ,- ,- ,„ . : E - ir, , M 1M *--• 6. EXTEND THE EXISTING LIGHTING CIRCUIT SERVING THE ENTRY 1 1 ' II - 1 I . ' . - 11,., - 11,..," I I M I tg- fig*. I la 1 la 2 2 i '2- .. AND CART STORAGE AREAS TO THE NEW FIXTURES AS INDICATED. Z I I I I I I I I le I l'8 I I g 1 I I I- I I- I I- PROVIDE ALL 114.1kTEALS REQUIRED FOR A COMPLETE CONNECTION. Emil 1 I I-, 1 I 1 I 1 I 1 I 1 I I I I I I I 1 I _ . - 11 11 J-1;70 1-1`• _ 1 f1 . I. -1 i- rli ili i1,1 Flit ,, , , ‘,, .., , , 0 CZ . . 44 : , - . L i 44i PI Emmw4 (::::) -ii!! I I I I' , I I I la I I I la 1 I la I ig I ti 2 7. NOT USED inidE.....1 F.......1 I I I I I I I I. ' I I e I I- I I I I- 8. NOT USED I I li I I I I I I I I I I I I I ci) n h5. 0 F19' i-fr.;1 i F-1 i i i Ft'? il'? r14-7 Fir , ,- ch - t-- - ,,, 9. NOT USED I I , -4 ! wi, ,,.., i IR im 1 la 10. NOT USED I g I I "' I g I -g, 11,7,, = ! ,, I I I I I I- I I- r") gr,44 :•• : , .. L. _ . . _ , ' It - , II-, .-, ,- -- - , 11 : , - 11 ', - - I I I I I I I I 11. NOT USED • • : .• : : . . . . .. : : . ' • - - ' --- - - i177' fir; - --1 fl -1 i-1 ; fir it il`? il-' , _ ! ., - , ,- , , - , , - ! 12. NOT USED - ,4 Ow • . • • • • M M M i 4 c.T.a .• lit 1 II I I I I M I 1,17'1 I Iti I Ig I la 44 = = • le I P' I / I I e I I- I I- II II I r ero.41,06 13. EXIT SIGN TO BE CHAIN HUNG AT 10'-0"A.F.F. FURNISH AND INSTALL .... ALL MATERIAL REQUIRED. W...4 nImil .----. . I I I I I I I I I I I I I , . , D : ---fr r-k, i :.::......,.:, iii : . 1- - -: - H-i-1- :: - :::r:: : : Fit;........,Ffitifrr:::-.:..-:-.- Fir r-h, , ! , ,,,--- , 1, • 0,„, '.. D,..:14. NOT USED CD CI) P I la , , ,,„„,4„„„),) .4%, , ......,,,.. .R;..?,;..„ ,2 .:::::::1' " ' ' ' - ' - - - - i -il ,I- - .-. : J. • -,,,,,litthiti,,,Lot.u,,,,m11:11.1,1,....- I la I A w 01 = M ,4 0 CA a 1 •le = = •• ••15. EXISTING LIGHT FIXTURE RELOCATED TO NEW LOCATION AS INDICATED. 1- I 1 - I 1 -1 1 a I I- II I I- I- - • :. ".•FURNISH AND INSTALL CONDUIT,J-BOXES,FITTINGS AND CONDUCTORS 44 . . .i,' 1 I I I 1 I I I I I I I 1 1 .... AND EXTEND EXISTING CIRCUIT AS REQUIRED. CONTRACTOR SHALL CLEAN, - . _ il 06)a--,,,, il`-`7' 1 il 1 il II? ill' Ft' ileaw'' , Ln 0- in - h - .., h ! RELAMP,AND/OR REBALAST FIXTURE TO RETURN TO LIKE NEW CONDITION 2 i IM 4 • ..: AND MATCH ADJACENT FIXTURES. I i I IR t I - t 1 -- - I la I Ig I la I la - - " - - 2 :- F : ' i kr) Eiiiii I I I le ' . I 1' ' - ' - I 1 6. I I- II I- I I I I- =,..: .:: :: :: :: : :-. I.La.I!I I.a" 'AC .1.1.1.1.1 1 1 • 16. INTERCEPT EXISTING CIRCUIT(S)AND EXTEND TO NEW,EXISTING,OR J1 N A ... .•••-.. ._ . ..I.[-. It - - 1 1 I i I I I I :. : r r r r r r r . . • . .. e e :. .. , .. , , , , e e e e e e 0 , , . " rer .e .. ...■r d•••■ RELOCATED FIXTURE(S)TO MAINTAIN CONTINUITY. CONTRACTOR TO ::, il .-- ...:1,.... ;•..[14. 1 11 -1 il ; ilw.' il`c' II'? i---t-' , , , INSTALL CONDUIT,J-BOXES,FITTINGS AND CONDUCTORS AS REQUIRED. . .,? - , A A 2 2 i 2 i Lt NIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII 1 I - - :..2: Ii I I 1 2 1 ia l la I I a I Ig, M 17. EXISTING CANOPY LIGHTING TO REMAIN. RECONNECT TO WINCO . . ' 1 1 , , :z -:.:• t'i I E I e I I- 1 i I I-i. . I I- 1 I PANEL HB. , • . . ..„ . . . . - .„ , . , . , :. , - 1 I ,. ,' : , -- ', '-......... ',, U.... . I L __-..., - - J t s I I I I I I , . . . , . . . , . , •••• • 18. EXISTING TO REMAIN LIGHT FIXTURES. .„ . - _ .,, ." ___ •, .... ..: .. . _ .; 16 .. • K.' • ."(--). • - ....., _, . _, , _ _ . . . .. ,.... : ! . .: ri7 ili Fir il; :. C.5 : • , ,s, • .-..,..,. . . ,... - • ...-..„ . .. ,... . . .... . ....-• . ,,,... . . .•, - i - . :,„,.. - - w.' (,-) - ..:;:, ..'.... ..:.:,. . . .... .:'......, ..,._ ..,.., '..:' ' - •:'::.,: .4. 12 1M C11) 1011) , , T--: - 1 -`*. - '-, ‘ - •,-F. :: - 1 1 1=71 1 la I la I la t :: :: ::.....:: ff :: .1 :: :: : i :: - - -: : ,. .., . . . , . :,........ , ,..„ . „. . , , ., . . .• . . , . . 19. CIRCUITS TO BE CONTROLLED WITH EXISTING MAIN SALES LIGHTING (E)PANEL'LH"--- : 1 ' ..... .. ... .. .. .,.. .. .. l .. ..: :: Z 1---r--T--T--T--1---1 @,' I I''' 1 I Is. I I- I l'-- , % , , ,-, s , , % % % , , % , -,.. CONTROL SYSTEM. ..... :..,, .-,,- .. (E)PANEL'LH2' : : . . , " I : , „ , „ , , - - - -• •- •- .• - I I I I I I rerrorer r rerree ., ......%'' 11.1111442 20. PROVIDE NEW SWITCH TO CONTROL LIGHTING IN THIS AREA. EXTEND I , Fit? - Ili Or .-. ....n ! EXISTING CONTROL CIRCUIT TO NEW SWITCH LOCATION. , -1 .. ckA: : -.: --: :.9.''. - --••-- - I --;;-: •-' ''' ..• ---' : .2.-',.:....*: -, .-•..1: . ' • , • :• , , L lic.Z. i-.1 :: 1 la I la M 61.' c.z.., = : '', : RT: LOCATyD : 11 III , ' I ..<...: : - (4)F32T8 .41D , , , a 1 i ...: t.: .: • . I I I I 21. ROUTE CIRCUIT THROUGH EXISTING EXTERIOR LIGHTING CONTROL. 0 . . (ii) . , .• ' - PROVIDE NEW CONTACTORS AS REQUIRED. 0 C . - I •.. . . ..,....... . -,., .- ....., I I I I I I ....: . .. ., -1 - • •;1 - - 411 w.,,--. - ,- , ! 0 22. FURNISH AND INSTALL LITHONIA ELT5O-R0 EMERGENCY BATTERY PACK. L___________J_____,Z___ 7.....______ _________ __________1____v__L_________ _________ _________ ____________1____________J 117s 07' 1M i MOUNT BATTERY PACK AT BOTTOM OF STRUCTURE AND CONNECT TO 0 ,..,,, I I t I ig, t. % „ , .. 4 s , ALL , , z .. .,. i u.i •••- ALL • , , , , • •• :: :: •-• • UNSWITCHED LEG OF LIGHTING CIRCUIT. CONNECT BATTERY PACK TO • 18 ; .- (\ 11- 1 I -,,-..: „ ...: --..: --:-. : :: :: i< I 1F2 1:-. : z z .: .; > 1 IF2 j LIGHT FIXTURE TO PROVIDE REQUIRED EGRESS LIGHTING. ,... . , I , \ \ I I - ::;- ,:•...1..;•,...;..;-„..,.;.,•,-, ‘ uNo ; ;• ,.;• •• •• -: : UN-0 ........ . ..',. „C--'....' ',,.. ?: ::. :::,,C---:*; '. ::. •-..f C-- Al C iiiiia C c : -: \ \ \ . •---.. L J r 2 ! . B.1 : . , \ `/REL 0 A ED ALI.; t. t ,. . .. \ < 1 IF2 1 > > > .1111 _________ _________ . . . - . . UNO . .* - - 1 - \ •• ;' . ..„. „ ....,. _. ...,,., . . . . . . ... . . .. . . . : B : - ii, N h . .., !\ ,,, * 0 ,t.1 IT - 4110 '%?',4- i? ..-•• co 2s-- I IOW ANNIMMEM■4111111L. \ \ Z = 1411ji 0 x cza 111111•"- Wow"- ■•1111111111111"-- 11P0"- l '1111111111111111■111111■1111M."•-ii11 ir''14-1 '1' 1H-A1 IIMAIMPECIal ■iiiiIIIII-Hili x = \ \_ SF2E SF2E \/ ' tk 4 D 11110 „, , -..., , . . 2 F32T8 i 4 4 4 SF2 A 44 , - 4 SF2 • ' . . UNO UNO i r ., < 1 IF1 1 > , > , > - - x - UNO -i . , ...., ...,.., , - <---HB-61,63 E1111 i =1:-. ; L:,■ii 1 1 1 1 1 1 1 . --- .,,,,,„ SF2E SF2E SF2E SF2E ' SF2E 'J' ALL„ .,.., . 0 0 I IF2 1 0 ill 111111 • . - • . .: •,:::: . , , . .:::„ .. 4 4 4 4 4 . ..• . A : . A : . . .• c 111 N. HB-56 0 0 0 0 0 0 limommomommussom SHEET TITLE LIGHTING PLAN . „ .. --. ..•---.. ........ ...---.. ,...".. ...-.... ...-... . ..•••-.. . .. . ..•---.. • - ... I. .: : 2 : '. 3 .: : 4 : :. 5 : : 6 : :. 6.5 •: -. 7 .: :. 8 : .. 9 : :. 9.9: : 10 .: .: 11 ••••••• IIIMMEMINNINNOMMONNOMMENENNINE LIGHTING PLAN f \ SHEET 4 3/32" l' 0" NORTH E3 , 64eferenee only Not part of this permit • ELECTRICAL LIGHTING FIXTURE SCHEDULE REVISIONS CONTRACTOR FURNISHED/CONTRACTOR INSTALLED WATTAGE LAMP MOUNTING MFR. & SYMBOL DESCRIPTION REQUIREMENTS REQUIREMENTS REQUIREMENTS CATALOG NUMBER NOTES BF1 4'FLUORESCENT STRIP 59 2-F32T8 CHAIN LITHONIA NO. 1,7,8 SURFACE C-232-MVOLT-GEB 1 OIS BF2 8'TANDEM FLUORESCENT STRIP 113 4-F32T8 CHAIN LITHONIA NO. 1 SURFACE C-232-277-1/4-ADZT BF2E 8'TANDEM FLUORESCENT 113 4-F32T8 CHAIN LITHONIA NO. i EMERGENCY STRIP SURFACE C-232-277-1/4-ADZT GF2 2'X4'FLUOESCENT GRID FIXTURE 59 2-F32T8 RECESSED LITHONIA NO. 1 WI.125 ACRYLIC LENS 2SP8G-232-A 12125-MVOLT-GEB 10IS GF2E 2'X4'FLUOESCENT GRID FIXTURE 59 2-F32T8 RECESSED LITHONIA NO. 1 EMERGENCY W/.125 ACRYLIC LENS 2SP8G-232-A 12125-MVOLT-GEB l OIS IF 1 4'INDUSTRIAL FLUORESCENT 59 2-F32T8 CHAIN LITHONIA NO. mommommommommummomm STRIP 8%UPLIGHT SURFACE LA-232-277-ADZT 1'3 ARCH.PROJECT NO. 0622 IF 1 E 4'INDUSTRIAL FLUORESCENT 59 2-F32T8 CHAIN LITHONIA NO. 1,3 DRAWN EMERGENCY STRIP 8%UPLIGHT SURFACE LA-232-277-ADZT JKS (MEZZANINE NOT SHOWN) (PLATFORM NOT SHOWN) CHECKED IF2 8'INDUSTRIAL FLUORESCENT 113 4-F32T8 CHAIN LITHONIA NO. 1,3 IHEL STRIP 8%UPLIGHT SURFACE TLA-232-277-1/4-ADZT SUBMITTAL DATES IF2E 8'INDUSTRIAL FLUORESCENT 113 4-F32T8 CHAIN LITHONIA NO. 1,3 05/14/07 EMERGENCY STRIP 8%UPLIGHT SURFACE TLA-232-277-1/4-ADZT SF2 WET LABELED FLUORESCENT W/ 59 2-F32T8 SURFACE LITHONIA NO. 1,5 OTB DATE WRAPAROUND POLYCARBONATE LENS DMW-232-AR-MVOLT-GEB1OIS 03/07/08 mmiummommommimmilmmomm SF2E WET LABELED EMERGENCY FLUORESCENT 59 2-F32T8 SURFACE LITHONIA NO. 1,5 CRITERIA SET W-1 W/WRAPAROUND POLYCARBONATE LENS DMW-232-AR-MVOLT-GEB1OIS mommmommilimmommimm ,n- w MEZZANINE HVAC ELECTRICAL PLAN MAIN AIR HANDLING PLATFORM TYPE a3op WB 1 METAL HALIDE SHOE BOX TYPE 3 1-100W MH WALL LITHONIA NO. 04P:E! 0 NORTH 4 2 3/32 1 0 DISTRIBUTION WITH WALL MOUNTING 100 @a 14'-0" A.F.F. KSF 1-100M-R3-277-WBO4 3/32�, 1'-0" ►_ " NORTH BRACKET z°� w Q F 0p" w20 . ' - - - - 42-+x m Qx+�3 S p 2 r?r i WB2 COMPACT FLUORESCENT 1-42W TRT WALL LITHONIA NO. W � WALL PACK FOR EXTERIOR 42 4-PIN @ 12'-0"A.F.F. TWAC-42TRT-MVOLT-DMB 1 6° 8 =g EMERGENCY EGRESS P a z o o z'Y z:.,\ X 1 C SINGLE FACE EXIT LIGHT W/RED 12 FURNISHED UNIVERSAL LITHONIA NO. 2 w p p ..- LETTERS AND BRUSHED ALUMINUM FACE 10'-0"A.F.F. UNO LES-1R-120/277-ELN o wo w o 4 w `` 46r,i4)801Z`A; �,:.�-- ROOF JOIST X2C DOUBLE FACE EXIT LIGHT W/RED FURNISHED UNIVERSAL LITHONIA NO. 2 a a a A o H ~y:Y::: L LETTERS AND BRUSHED ALUMINUM FACE 12 10'-0"A.F.F.UNO LES-2R-120/277-ELN 4 ,,, .. \ -- - ' - EY WIRES FROM BUILDING WE5MO110 ' TUBE. PROVIDE QUANTITY - : ' I UIRED BY LOCAL CODES AND . IC REQUIREMENTS. ELECTRICAL LIGHTING FIXTURE SCHEDULE NOTES: -A y-- :.ya T iL 5 - - -. OVIDE CADDY 1, PROVIDE ELECTRONIC BALLASTS AND T8 LAMPS W -.t: LIPS AS REQUIRED 2. MOUNT EXIT SIGN JUST ABOVE DOOR IF WALL MOUNTED ABOVE A DOOR TALLER THAN 10'-0" : '° iy''' -BEAM CLAMPS 3. THIS FIXTURE SHALL HAVE A REFLECTOR WI 8%UPLIGHT N '-,A 4. NO UPLIGHT o ,',.`11(AS REQUIRED) ( CC_1,, b 5. PROVIDE COLD WEATHER BALLASTS * 4 tn ; -- '''_,;-.....� UNISTRUT-BOLTED ---CEILING TILE 6. PROVIDE CROMLUX LAMPS, SEE SPECIFICATIONS .r 7. FURNISH AND INSTALL TUBE GUARDS FOR ALL LAMPS T a Q JUNCTION çgx--- ,'r,y TO BAR JOIST 8. VERIFY EXACTSOCKET LOCATION WITHIN FIXTURE PER MANUFACTURERS RECOMMENDATIONS r w M MOUNTED ;.b TYPICAL -� 0 C1 o IJNISTRUT ' ( J Q �' ` TIE-WRAPS �/ _ p N ... CONDUIT AND BOX ' s: 12" LAY IN LIGHT FIXTURE T 41 I- GQ o SUPPORTED AS TYPICAL SEE LIGHT FIXTURE cn REQUIRED. '' SCHEDULE FOR LAMP Q. H _ • tz 4-' .� FLEX —__ QUANTITY. H g2 Z cy c, CONDUIT ,. X T E ai --CHAIN HANGERS 4 .A en _ , , . (e) 1 Q ri iz" r FLOURESCENT STRIP SUSPENDED g z It'. o - ,, 4":7 s: n% CEILING MOUNTING DETAIL W 1,1 w CD NTS * o O REFLECTOR SUPPORT No = ALIGNER CHAIN Permit Number = a v . CC , /\\;\'\\ CO t a Lighting Compliance Certificate Checked By/Date 2003 IECC COMcheck-EZ Software Version 3.0 Release 2b NOTE: Q IC) N, __-- PREFRABICATED CONDUIT AND BOXES LOCATED Data filename: P:iFiles\2007\070871CALCS\TIGARD'I.CCK ENSURE THAT ALL ROWS OF LIGHT FIXTURES E-4 COOLER PANEL CEILING PANEL ARE BY OTHERS. ARE STRAIGHT AND LEVEL PRIOR TO C�j ALL OTHER CONDUITS,CONDUCTORS OPENING OF STORE. Q ELECTRICEAL CONTRACTOR Section l: Project Information Lighting Application Worksheet 4 - g g PA v 2003 IECC i v Project Name: WinCo Foods Store No. 23 Designer/Contractor: Musgrove Engineering COMcheck-EZ Software Version 3.0 Release 2b FLOURESCENT CHAIN HUNT Document Author: Jackie Salyer MOUNTING DETAIL • ..................... 3 —LIGHT FIXTURE Section 2: General Information Section 1. Allowed Lighting Power Calculation ` NTS SEE LIGHT FIXTURE SCHEDULE FOR LAMP A B C D QUANTITY. Building Use Description by: Activity Type Total M NOTE: Project Type: Addition Floor Allowed Allowed ALL WIRING,DEVICES,CONDUITS AND BOXES ARE BY ELECTRICAL CONTRATOR UNLESS Area Watts Watts OTHER WISE NOTED. Activity Type(s) Floor Area Area Category (ft2) (watts/ft2) (B x C) Q 0 Retail Sales, Wholesale Showroom 13300 Z1 P4 Retail Sales, Wholesale Showroom 13300 1.7 22610 COOLER BOX LIGHT FIXTURE Z Section 3. Requirements Checklist BELOW MECHANICAL PLATFORM�---- - ---------------- - `- SAFTEY WIS FROM BUILDING STRUCTU . Total Allowed Watts = 22610 Z E„.„4 r PROVIDE QUANTITY AS REQUIRED BY LOCAL '7 Section 2: Actual Lighting Power Calculation Q 0 CODES AND SEISMIC REQUIREMENTS. NTS Bldg. g g -LAY IN LIGHT FIXTURE Dept. Emil Emil Z SEE LIGHT FIXTURE Use A B C D E F j SCHEDULE FOR LAMP Fixture Fixture Description/ Lamps/ of Fixture Q,--;--Nc. ( • ' ' • ' ' QUANTITY. Interior Lighting p p . 1 - g g ID Lamp Description/ Wattage Per Lamp / Ballast Fixture Fixtures Watt. (D x E) C E.14[ ] 1. Total actual watts must be less than or equal to total allowed watts c,„, Allowed Watts Actual Watts Complles(Y/N) 48"BF2 8' TANDUM FLUOR. STRIP I 48 T8 32W / Electronic 4 17 113 1921 22610 17841 YES 2' " CD GF2 T x4 GRID 48 T8 32W / Electronic 18 59 106 I IF 1 4' INDUSTRIAL STRIP 148" T8 32W/ Electronic 2 7 59 413 0 O ---LAY IN CEILING Exterior Lighting IF2 8' INDUSTRIAL STRIP /48" T8 32W / Electronic 4 120 113 13560 40 W TILE KING,WOOD OR METAL [ ] 2. Efficacy greater than 45 lumens/W SF2 Wet Labled Wraparound /48" T8 32W / Electronic 2 15 59 885 p n G I I Exceptions: a c. .) P..., Specialized lighting highlighting features of historic buildings; signage; safety or security lighting; Total Actual Watts = 17841 4t 4 LAY-IN LIGHT FIXTURE MOUNTING Prowl ATTACH WITH low-voltage landscape lighting. 0 o BALLAST _ 12 x 2 1/2" SCREWS Section 3: Compliance Calculation T NTS Controls, Switching, and Wiring If the Total Allowed Watts minus the Total Actual Watts is greater than or equal to zero, the building complies. �,,, :.. LIGHT FIXTURE i [ ] 3. Independent controls for each space (switch occupancy sensor). Exception: Areas that must be continuously illuminated. Total Allowed Watts = 22610 [ ] 4. Master switch at entry to hotel/motel guest room. Total Actual Watts = 17841 [ ] 5. Individual dwelling units separately metered. Project Compliance = 4769 FLOURESCENT STRIP LIGHT [ ] 6. Each space provided with a manual control to provide uniform light reduction capability. Lighting PASSES: Design 21% better than code CD HARD CEILING MOUNTING DETAIL Exceptions: PROVIDE SEALS AT- C-8) NTS Only one luminaire in space; An occupant-sensing device controls the area; ALL CONDUIT The area is a corridor, storeroom, restroom, or lobby; Areas that must be continuously illuminated; PENETRATIONS ,• . Areas that use less than 0.6 Watts/sq.ft. FIXTURE 7. Automatic li htin shutoff control in buildin s lar er than 5 000 s ft. I � TO NEXT FIX t14 .,...1 AS NECESSARY [ 1 g � g g � q• ‘11111 1111 '1 I ` [ ] 8. Photocell/astronomical time switch on exterior lights. FOAM SEAL - Exceptions: Areas requiring lighting during daylight hours PENETRATION [ ] 9. Tandem wired one-lamp and three-lamp ballasted luminaires. - Exceptions: v- Electronic high-frequency ballasts; Luminaires on emergency circuits or with no available pair. / 1 (,-� (..- -LIGHT FIXTURE �\-1 �.. SEE LIGHT FIXTURE SCHEDULE FOR LAMP Section 4: Compliance Statement QUANTITY. NOTE: ALL WIRING,DEVICES,CONDUITS AND BOXES The proposed lighting design represented in this document is consistent with the building plans, specifications and other ARE BY ELECTRICAL CONTRATOR UNLESS calculations submitted with this permit application. The proposed lighting system has been designed to meet the 2003 IECC, OTHER WISE NOTED. Chapter 8, requirements in COMcheck-EZ Version 3.0 Release 2b and to comply with the mandatory requirements in the 0 COOLER BOX LIGHT FIXTURE Requirements Checklist. NTS 1111. 1111" 42111111. P ;Iii rincipal Lighting Designer-Name Signature Date milimmommommommommm SHEET TITLE r�s� MEZZANINE LIGHTING PLAN, DETAILS & FIXTURE SCHEDULE SHEET E3 . 1 O part Of his p er N GENERAL NOTES • 1. REFER TO SHEET El FOR DEVICE AND SYMBOL SCHEDULES. REVISIONS LCR-42 -...0-2#10,1#IOG,I#lOIG 2. PROVIDE COPPER EQUIPMENT GROUNDING CONDUCTOR, SIZED PER l N.E.0 250,IN ALL CONDUITS WITH CIRCUIT CONDUCTORS 3. ALL CONDUITS PENETRATING WALLS OR CEILINGS OF COOLERS, FREEZERS,OR REFRERATED PREP AREAS SHALL BE SEALED. SEAL BOTH LEM-33,35-4*- 1 THE INTERIOR AND EXTERIOR OF THE PENETRATED SURFACE. 3#10,1#10G,1#101G 4. ALL RECEPTACLES LOCATED IN FOOD PREP AREAS SHALL HAVE GFI PROTECTION. 5. CONDUCTORS FOR ALL DEVICES LOCATED UNDER A TYPE I HOOD SHALL BE ROUTED THROUGH A CONTACTOR WHICH IS INTERLOCKED WITH �,^ THE ASSOCIATED HOOD FIRE INTERLOCK SYSTEM. PROVIDE CONTACTORS . K•..I^�_� -1 AND ENCLOSURES AS REQUIRED. Ii • : I I I 6. UNDER-SLAB CONDUIT IS TO BE INSTALLED A MINIMUM OF 4" BELOW „ I ' I THE BOTTOM OF THE CONCRETE SLAB. ALL ELBOWS SHALL BE RIGID ' (E� `°f .LCR-42 '• ;LCR-42 METAL CONDUIT OR INTERMEDIATE METAL CONDUIT. (�'} (E) (�) (E} {E) ) (E) {E) (E) (E) ( } (E) (E) (E) (E) (E) (E) ... > ) 3. `�� ME LE) (E} (E) (E) (E) (E) (E) (E) (E) (E) W { ) -33 35 TH E WALL I;fNDER SLAB OR LO ATED AT BULDING R C STRUCTURE. it N, I'' i „ ARCH.PROJECT NO •l 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 t8 t9 0622 DRAWN JKS CHECKED KEL 0 CHECKSTAND WIRING DETAIL SUBMITTAL DATES 05/14/07 NTS OTB DATE 03/07/08 mmommommommummommommm CRITERIA SET W-1 z�c� � o 5.4gg5c616 W ALL TRENCH- J-BOX cA o Aw Hi vzw mx "" oaf ,° `6741j1t(cDALE w g'-' `'-' 4 �qv � a "'Its"¢ caoz�x3Wr- 0".i " vow waHH S - s el- 48" a� vaawc z i u QaxoopoH .... , � JUNCTION BOX WALL TRENCH TO MATCH - FINISHED FLOOR LINE v� U �E-x - yet .• :: ~ , z ¢z o v)o �.y . • .. `� : o�� \�.�:;r .> w z __ Y . o q o W SUSPENDED FROM COMPACTED FILL FLOOR TRENCH SIZE !IlEi: E..:c.) �ma CEIL ING BUILDING STRUCTURE PATCH TO MATCH EXISTING FINISH CO NDTONS 2" I.P.S.LP.S.AFTERSET INSERTS (TYPICAL) w � EH . ....w NIPPLE FINISHED GRADE - .r .,; . j -1.1-1/2" I -:2" CLEAR OgR0085 a - -- .--COUPLING _ __- __ - - �� FLUSH WALL '� � � � � �- � ---�- '' - ' '' DUCT RISER 4"CLEAR ASPHALT ' - -, . • __ 112 W _ LEVELING- -_ • • • . ' _ ' DUCT LEVEL --- ---------��2" NYLON OR ST 1 ES ' CABLE HARDWARE GRIP. WHE' : " J- ' 44 I .'ROOF" DEVICES r APPROX EVERY UCT CT DUCT DUCT Cl) M 6' RED MARKER TAPE, -_- -. ►�A,t ,�8�� ►C�, ,�D�, �LREE ,SS i.T 1 . THER PROOF RUN LENGTH OF TRENCH __ .� ' 24"MIN. -FT) ir � V3 Ln • ,TYPICAL. • la E-1 0 ,cl, SO CO . .Y ACITY REQUIRED C'3 o0 ' . • I ,30 AMP AND HIGHER Emu 0 i_=. a �--, o CK CO '1 1i REQ�MENT TO Lid �, _ ° N ai • •RDINATE WITH EQUIPMENT. - ,-., N TE .,.. 1., w�•Yr� _ 1. "AFT SET Y SERTS ARE TO BE INSTALLED AFTER CONCRETE FLOOR IS POURED. t/) �; t) ..nom. ,.,. a (� CONDUITS z W r RE EPTACLE TO BE 6'-4"A.F.F. . . . Z ,,,, E.., Q., NEMA 5-20 TWIST LOCK U.N.O. SAND BEDDING AND BACKFILL '- �? R E: E 1-EQUIPMENT SCHEDULE TO BE PROVIDE BY CONTRACTOR • Q W V* cn COORDINATE WITH EQUIPMENT. W en s3, imeht. NO g ZI- Ho Li l.�., IPLE CONDUITS SHARE TRENCH,PROVIDE W C/) C•1 \ - - BETWEEN CONDUITS.ZIP TIE ALL c * C O NDUIT TOGETHER TO ENSURE STABILITY. p N IX CO 41 DROP CORD DETAIL TRENCH DCHECKSTAND UNDERFLOOR DUCTS NTS NTS NTS ..................... KEYED NOTES 1. PENDANT MOUNT TRANSFORMER FROM BUILDING STRUCTURE ABOVE. PROVIDE ALL MATERIALS REQUIRED TO SECURE TRANSFORMER (E)'MSB' PER LOCAL CODE REQUIREMENTS. BOTTOM OF TRANSFORMER TO BE AS HIGH AS POSSIBLE. RE:E4.1-ONE-LINE DIAGRAM FOR CUTTERHAMMER-S SWITCHBOARD ADDITIONAL INFORMATION.. mmilimmommommommommommw 65KAIC 277/480Y, 1600A, 3 0-4W 2. ROUTE CIRCUITS THROUGH UNDERFLOOR DUCT BACK TO PANEL. UTILITY PULL/CT METER SECTION UTILITY METER SECTION DISTRIBUTION SECTION(S) 3. CONNECT ALL COMPONENTS ASSOCIATED WITH HOT WATER HEATER. 4. INTERCEPT EXISTING CIRCUIT AND EXTEND TO NEW OR RELOCATED M DEVICE AS SHOWN. MAKE ALL NECESSARY CONNECTIONS. Cal 5. UNKNOWN CIRCUIT. CONTRACTOR SHALL FIELD VERIFY CIRCUIT '¢ NUMBER AND RECORD ON BUILDING AS BUILT DRAWINGS,PANEL SCHEDULES AND DIRECTORIES. Q 0 6. RECONNECT EXISTING DEVICE TO NEW CIRCUIT AS SHOWN. Z r.4.4 SYMMETRICAL I IMATE - I 7. DISCONNECT AND REMOVE EXISTING EQUIPMENT. FURNISH AND RMS FAULT CURRE T. INSTALL CONDUIT,J-BOXES,FITTING AND CONDUCTORS TO EXTEND (TYPICAL OF SYMB L) .. , Z I EXISTING CIRCUIT AS NECESSARY TO RECONNECT NEW EQUIPMENT (�,� AS SHOWN. ` r- -i r E �- r -r -� -� 1 -- T r T -r r - (:)ct CI_ I, , a• � , 4 6 8 9 10 14 16 8. RELOCATED EQUIPMENT. VERIFY CONNECTION REQUIREMENTS O F•4 ( M ( AT EXISTING LOCATION. FURNISH AND INSTALL CONDUIT,J-BOXES, 44 (E)1600/3 (E)600/3 (E)600/3 (E)400/3 (E)400/3 (E)200/3 (E)400/3 (E)400/3 (E)200/3 (E)200/3 200/3 (E)200/3 (E)200/3 {E)200/3 100/3 (E}100/3 O (E)100/3 FITTINGS AND CONDUCTORS AS NECESSARY FOR NEW CONNECTION \? I I I I I I • I OF RELOCATED EQUIPMENT. ~ 0 I I y -I I I I I I I I 3 200A I I I 3 6 A I I I(3)600A (3)600A (3)225A (3)400A (3)200A (3)250A (3)400A (3)125A (3)125A I ( } (3)125A (3)200A (3)200A I O 0 (3)125A (3)100A 9. TE R PRODUCE MSTG SYSTEM. COORDINATE 1 I LOCATION WITH OWNER PRIOR TO ROUGH-IN. ca) I- I C:l.) r) 4t1 .g:mg N 10. FURNISH AND INSTALL 1/2" CONDUIT(UNO)UP NEAREST FULL HEIGHT WALL AND ROUTE TO VOID ABOVE CEILING TO STRUCTURE I fi -fi E E E t- -� I 411/10� T � ��-� E fi OR TO NEAREST TELEPHONE DISTRIBUTION FRAME AS REQUIRED ll `-. I BY LOCAL CODES OR UTILITY. 5 F-� CP.) CD 1 ` 11. FURNISH AND INSTALL 1/2"CONDUIT (1 O)AND SPEAKER 4.4 1,1i1;1 IN ■ KEYNOTES '``�, WIRING TO FULL HEIGHT WALL AND ROUTE TO VOID ABOVE CEILING RE:E4.0 OR TO BOTTOM OF ROOF STRUCTURE. CONNECT VOLUME CONTROL w TO ASSOCIATED SPEAKERS. Q 01....1 c. ,) p H � 12. CONNECT OWNER FLRNISHED EQUIPMENT. VERIFY REQUIREMENTS Cas) 03 o 03 * 023 WITH EQUIPMENT SUPPLIER PRIOR TO ROUGH-IN. 4 cs -t I E. E. E O (E)CONDUIT& Q A U 13. FURNISH AND INSTALL NEW VOLUME CONTROL. CONTROL OF A A A w WIRE SPEAKERS INDICATED WITH THE SAME CONTROL ZONE. FURNISH AND In F--� .� INSTALL ALL REQUIRED MATERIALS. �` E 0 0 0 o ^ ^ ^ r--� 14. PROVIDE NEW VOLUME CONTROL FOR SPEAKER LOCATED ABOVE w I w! w( Ell (E) ---- THE CHECKSTANDS. INTERCEPT AND EXTEND EXISTING CABLING AS milimmilmommmommim L..L_.t._t_. '-L"L.. .. ..L�.• L' .L'S...• TRANSFER I '. I _-- I REQUIRED. SWITCH L- I �' 1 _ -_- ,, , . 15. PROVIDE NEW SPEAKER AND CABLING BACK TO SOUND SYSTEM (E) (E) (E) 480-208Y/120V ` DEMO � (E) (E)80/31\ \(E)150/3 HEAD-END AS REQUIRED. CONNECT TO LOCAL VOLUME CONTROL 480-208Y/120V 480-208Y/120V 480-208Y/120V 45 KVA _ 480-208Y1120V� 480-208Y/120V \�/ INDICATED WITH THE SAME ZONE. 41111 tiO) 75 KVA 75 KVA 75 KVA 45 KVA 75 KVA ,G l ' 16. INSTALLATION OF NEW PANEL REQUIRED DUE TO THE CONSTRUCTION '; ' \._y PHASING. THE CONTRACTOR IS RESPONSIBLE FOR THE PURCHASE AND 1 1 E INSTALLATION OF THE PANELS,THE ASSOCIATED TRANSFORMER AND w w w 4 EMERGENCY AND ALL MATERIAL REQUIRED FOR A COMPLETE CONNECTION. R F- GENERATOR 17. SPLICE AND EXTEND EXISTING CONDUCTORS. USE ONLY APPROVED A AA o , COMPRESSION SLEEVES AND HEAT SHRINK TUBING,COMPRESSION TOOL Z Z A °� °� °' C7 �3 SHALL BE DESIGNED FOR COMPRESSION SLEEVE BEING USED AND O 4 O H �,,., h E-� 2 EXTENSION OF CONDUCTORS SHALL BE THE SAME CONDUCTOR MATERIAL w w �? A U c 0 AND SIZE AS THE ORIGINAL. z �' '� Z ^ 18. PROVIDE CONNECTION FOR NEW CHECKSTAND. RE:E4.0-1 r r O O O O - O U I I-1-1 w ,-.1 200/3 w w I U ,....1 19. EXISTING UNDERFLOOR DUCT JUNCTION BOX. UTILIZE EXISTING r r r `� `-'1 NEMA-3R `-'1 `-'I T C ,--I JUNCTION BOX AND UNDERFLOOR CONDUIT FOR ROUTING OF _I_- -_I_- ---- --I-- ----I- -- --I-- _I_- -_I_ - _--- CHECKSTAND CONDUCTORS. ( (E) ( (E} (E) (E) (E) •� (E) I (E) I (N) � DEMO (E) I (E) I RACKS I PANEL I PANEL RACKS CONDENSER 4 SEASON PANEL PANEL PANEL RTU-1 PANEL I PANEL I SYSTEM PANEL PANEL I PANEL I PANEL I 20. UTILIZE EXISTING UNDERFLOOR DUCT AND RACEWAYS TO ROUTE POWER AND DATA CONDUCTORS. a Cill IF C,D,E I TIC' I 'RB► A,B CONTROL UNIT 'HA' 'LC' 'LD' 'LB' I 'RF' I 1 A& 1B 'LF' 'LF' 'LC' I 'HEM' I :::111111:::: Cil 45/3x,a o,1175/3 SECT. 1 PANEL SECTr,.-�30/3 SECT. 1 SECT. 1 SECT. 1 I I , SECT. 1 50/31 p o 130/3 21. PROVIDE MCAT 5E CABLE TO THE DATA SYSTEM HEAD END --- °1- ---- °r' ---- ---- ---- 1 I I �'° r- EQUIPMENT A.I•al (1)CAT 5E CABLE TO THE TELEPHONE/INTERCOM ---- ----- ---- ---- HEAD-END. �3 �3 {E) (E) (E) (E) (E) (N) DEMO (E) 03 03 ,.. PANEL PANEL PANEL PANEL PANEL PANEL PANEL H g PANEL pq I RELOCATED AD TT D 2 EXTEND EXISTING CIRCUIT A z O � 'HA' 'LC' LD' 'LB' 'LF' ,LF' IC' TO NW PUMP LOCATION AS INDICATED. PROVIDE ALL REQUIRED SECT.2 SECT. SECT. SECT. l � SECT. 2 CONDUIT,CONDUCTORS,AND ASSOCIATED MATERIALS FOR SECT. 2 0 O L O O A COMPLETE CONNECTION. 5."...) R ,-. 0 ---- ___ U ___ ___ ____.w w.3 25 _Y w w 23. RELOCATED WATER HEATERS. EXTEND EXISTING CIRCUIT ,... III TO NEW PUMP LOCATION AS INDICATED. PROVIDE ALL REQUIRED `•'��^-' v`- A, ..-^-�•ti 1 26 CONDUIT,CONDUCTORS,AND ASSOCIATED MATERIALS FOR .- P'' ' ' A COMPLETE CONNECTION. (E) (E) (E) (E) 26 (E) (E) 24. JUNCTION BOX FOR INTERCOM/PHONE. STUB 3/4"CONDUIT 480-208Y/120V 480-208Y/120V 480-208Y/120V 480-208Y/120V 480-208Y/120V 480-208Y/120V WITH PULL-LINE FROM BOX TO BUILDING STRUCTURE. VERIFY 30 KVA 75 KVA 112.5 KVA 15 KVA 30 KVA 15 KVA LOCATION WITH OWNER PRIOR TO ROUGH-IN. 25. STRUCTURE MOUNTED SPEAKER AND ASSOCIATED CABLING SHEET TITLE FURNISHED AND INSTALL BY THE OWNER. j °23 Q 03 °8 26. FURNISH AND INSTALL NEW PANEL, CONDUIT AND FEEDERS. E F- F- � F 1 TEMPORARILY SPLICE THE NEW PANEL FEEDERS TO THE EXISTING ENLARGED A A A PANEL FEEDERS AT THE SWITCHBOARD SO THAT BOTH PANELS POWER 2 A ARE POWERED FROM THE SAME OVERCURRENT DEVICE. LEAVE O z O O z ENOUGH SLACK IN THE NEW FEEDERS TO ALLOW THEM TO BE U U U u O O EASILY MADE UP AND INSTALLED IN THE EXISTING OVERCURRENT PLANS & ^ '~ V DEVICE LUGS AFTER THE EXISTING FEEDERS HAVE BEEN REMOVED. DETAILS w w' AFTER ALL LOADS HAVE BEEN REMOVED FROM THE EXISTING (E) I (E) i (E) --�E) - I (E) -) --- --- (E) ( � (E) I PANELS DISCONNECT AND REMOVE PANELS,THE ASSOCIATED TRANSFORMER,AND ALL OTHER ASSOCIATED MATERIALS. RE:E6. I PANEL I PANEL PANEL PANEL I PANEL NNNIEIINNNINIIININIIIIIIINIIIIINNIIIIIIIIIIIIIIIIIIII PANEL I I PANEL I 'LK' I I'LG' 'LH' 'LH2' I 'LA' I I 'LEM' I I 'LCR' I 27. PROVIDE L6-20R RECEPTACLE,MOUNTED AT BOTTOM OF I I SECT. 1 SECT. 1 I I I I I I CEILING STRUCTURE. SHEET I i I I ---I I ---I I---I 28. COMPACTOR CONTROL PANEL AND SWITCH. COORDINATE (E) (E) REQUIREMENTS WITH MANUFACTURE PRIOR TO INSTALLATION. PANEL PANEL 'LG' 'LH2' • 1 SECT. 2 SECT.2 ---- Reference only Not part of this permit GENERAL NOTES ' , I. PANTELBOARDS SHALL BE CAPABLE OF WITH STANDING THE REVISIONS MOMENTARY FAULT CURRENT LEVEL SHON ON THE SINGLE LINE DIAGRAM. RE:E6. PANEL: HB PROJECT: WinCo #23 - TIGARD, OR PANEL: HEM PROJECT: WinCo #23 - TIGARD, OR PANEL: LCR PROJECT: WinCo #23 - TIGARD. OR VOLTAGE: 480/277 3 PH 4 WIRE AMPERE RATING: 225 MSC RATING: 22000 AIC PANEL: HC PROJECT: WinCo #23 - TIGARD. OR VOLTAGE: 480/277 3 PH 4 WIRE AMPERE RATING: 250 MSC RATING: EXISTING VOLTAGE: 208Y/120 3 PH 4 WIRE AMPERE RATING: 60 MBSC RATING: EXISTING CKT NOTES: REMARKS: MOUNTING: FLUSH VOLTAGE: 480/277 3 PH 4 WIRE AMPERE RATING: 600 MSC RATING: 22000 AIC CKT NOTES: REMARKS: MOUNTING: FLUSH CKT NOTES: REMARKS: MOUNTING: FLUSH 1. RED HANDLE, LOCKABLE BREAKER 5. PROVIDE NEW BREAKER CKT NOTES: REMARKS: MOUNTING: FLUSH 1. RED HANDLE, LOCKABLE BREAKER 5. PROVIDE NEW BREAKER 1. RED HANDLE. LOCKABLE BREAKER 5. PROVIDE NEW BREAKER 2. GEC' FOR EQUIPMENT PROTECTION EXISTING PANEL 1. RED HANDLE. LOCKABLE BREAKER 5. PROVIDE NEW BREAKER 2. GFCI FOR EQUIPMENT PROTECTION EXISTING PANEL 2. GFCI FOR EQUIPMENT PROTECTION EXISTING BREAKER 3. AFC[ BREAKER 2. GFCI FOR EQUIPMENT PROTECTION EXISTING PANEL 3. AFC! BREAKER 3. AFC! BREAKER 4. EXISTING BREAKER/EXISTING LOAD 3. AFCI BREAKER 4. EXISTING BREAKER/EXISTING LOAD 4. EXISTING BREAKER/EXISTING LOAD CKT LOAD AMPS/ PHASE (AMPS) AMPS/ OAD CKT 4. EXISTING BREAKER/EXISTING LOAD CKT LOAD AMPS/ PHASE (AMPS) AMPS/ _DAD CKT CKT LOAD AMPS/ PHASE (AMPS) AMPS/ '_OAD CKT CK DESCRIPTION NOTE AMPS POLES A B C POLES 'MPS NOTE DESCRIPTION CKT CKT LOAD AMPS! PHASE (AMPS) AMPS/ _OAD CKT CK DESCRIPTION NOTE /AMPS POLES A B C ,POLES AMPS NOTE DESCRIPTION CKT CK1 DESCRIPTION NOTE AMPS POLES A B C POLES AMPS NOTE DESCRIPTION CKT 1 XISTING 4 0 4 EXISTING 2 1 FLO1 CASH REGISTER 4 20 1 0 0 1 4 CASH REGISTER 2 1 PRODUCE LIGHITNG 4 20 1 0 20 1 4 PALET RACKING 2 CK1 DESCRIPTION NOTE AMPS POLES A B C POLES AMPS NOTE DESCRIPTION CKT � 3 PRODUCE LIGHITNG 4 20 1 0 20 1 4 PALET RACKING 4 1 EXISTING 4 40 3 0 15 3 4 EXISTING 2 3 XISTING 4 0 4 EXISTING 4 3 0F02 TUBE PRINTER 4 ,20 1 0 20 1 4 CASH REGISTER 4 5 PRODUCE LIGHITNG 4 20 1 0 20 1 4 PALET RACKING 6 3 EXISTING 4 ** * 0 1E 4 ,EXISTING 4 5 XISTING 4 0 4 EXISTING 6 5 EXISTING 4 20 1 0 20 1 4 CASH REGISTER 6 7 SALES A LIGHTING 4 20 1 0 , 20 1 4 CHECKOUT LIGHTING 8 5 EXISTING 4 ** * 0 ** * 4 EXISTING 6 7 XISTING 4 0 4 EXISTING 8 7 NCR PC 4 20 1 0 20 1 , 4 CASH REGISTER 8 9 SALES A LIGHTING 4 20 1 0 20 1 4 CHECKOUT LIGHTING 10 7 ,EXISTING 4 , 60 3 0 25 3 4 EXISTING 8 9 XISTING 4 0 4 EXISTING 10 , 9 EXISTING 4 20 1 0 20 1 4 CASH REGISTER 10 11 XISTING 4 0 4 EXISTING 12 11 0106 NCR 7000 SCAN S 4 20 1 0 0 1 4 CASH REGISTER 12 11 SALES A LIGHTING 4 20 1 0 20 1 4 DELI ISLAND 12 9 EXISTING 4 ' * 0 * 4 EXISTING 10 , � • 13 SALES AB LIGHTING 4 20 1 0 20 1 4 COFFIN LIGHTING 14 13 XISTING 4 0 4 EXISTING 14 13 PZO3A PIZZA REGISTER 4 20 1 0 ,20 1 4 CASH REGISTER 14 11 ,EX1STING 4 * 0 * 4 EXISTING 12 � � 15 SALES AB LIGHTING 4 20 1 0 20 1 4 COFFIN LIGHTING 16 13 EXISTING 4 20 , 3 0 ,20 ,3 4 EXISTING 14 15 TG-PRODUCE/PROD. PREP/COOLER 5 7.0 20 1 7 4 EXISTING 16 15 VD02 COMP CPU 4 20 1 0 20 1 4 CASH REGISTER 16 , 17 SALES AB LIGHTING 4 20 1 0 20 1 4 BAKERY DOMES 18 15,EXISTING 4 , ** * 0 * 4 EXISTING 16 17 TG-PRODUCE/PROD. PREP/COOLER 5 7.0 20 1 7 4 EXISTING 18 17 SPARE 4 20 1 0 20 1 4 CASH REGISTER 18 19 SALES B LIGHTING 4 20 1 0 20 1 4 COFFIN LIGHTING 20 17 EXISTING 4 * * 0 * 4 EXISTING 18 19 TG-PRODUCE/PROD. PREP/COOLER 5 7.0 20 , 1 7 4 EXISTING 20 19 VD03B TERM. & PRINTER 4 , 20 1 0 , 20 1 4 CASH REGISTER 20 21 SALES B LIGHTING 4 20 1 0 0 1 4 PRODUCE DOMES 22 19 EXISTING 4 25 3 0 ,20 2 4 EXISTING 20 21 •PARE 0 SPARE 22 21 BOTTLE ROOM EXHAUST 4 , 20 1 0 20 1 4 CASH REGISTER 22 23 SALES B LIGHTING 4 20 1 0 20 1 4 PRODUCE DOMES 24 21 EXISTING , 4 • * 0 * 4 EXISTING ,22 23 *PARE 0 SPARE 24 23 SPARE 4 20 1 0 20 1 4 CASH REGISTER 24 ARCH.PROJECT NO. 25 BACKROOM LIGHTING 4 20 1 0 20 1 4 PRODUCE DOMES 26 23,EXISTING 4 , * 0 20 2 4 EXISTING 24 25 PARE 0 SPARE 26 25 EXISTING 4 20 1 0 20 1 4 CASH REGISTER 26 :I1,, - • 1 • I 1 •.1) +1,. 25 ,EXISTING 4 40 3 0 * 4 EXISTING 26 27 .PARE 0 SPARE 28 27 V006 WEST UNIOR 4 20 1 0 20 1 4 CASH REGISTER 28 0622 • kTT�:i:IIIII'/1lrelM/CI Ell El '+ + + I1 i : i ► + 27 ,EXISTING 4 * 0 20 2 4 EXISTING 28 29 •PARE 0 SPARE 30 29,VD06 MONEY ORDER 4 20 1, 0 .20 1 4 CASH REGISTER 30 MI 1:LI+[;i:IiI+I noini 1 all111111111111111 Ell NM Fill 1i1=11111111111111111r111111111t■MTIIIIIISMIIIIIIIIIIIIIIII MI 29 EXISTING 4 * 0 * 4 EXISTING 30 7.0 7.0 7.0 AMPS 31 SPARE 4 20 1 0 20 1 4 CASH REGISTER 32 DRAWN MI:: ►:I1 ► KM=Eil 1i1• + Ill 111 111111111111=117111111111111111111111111111111111111 31 FXISTING 4 40 3 0 20 2 4 EXISTING 32 1.9 1.9 1.9 KW 33 SPARE 4 20 1 0 .20 1 4 CASH REGISTER 34 JKS •feria 1i[!1fAi 1e1aII,DdMINNtNNin+ naMM■►+ 1t■EM 1 e MI 33SX 1ST ING 4 * 0 * 4 EXISTING 34 35 EXISTING 4 20 1 0 20 1 4 CASH REGISTER 36 1111 NIsato gross tons ur411111111111 t■MI MI MI 111.111111111111 UN 111111111111 I a roma a/si miall11111111111 M11 35 EXISTING 4 * 0 20 2 4 EXISTING 36 37 SURGE SUPPRESSOR 4 15 3 0 20 1 4 CASH REGISTER 38 CHECKED lairatirrall111111111111111111 EN NI rill 11 11111M111101111 II 111111111111111 eitalmiwas 1 aul111111111111111 Si 37 EXISTING 4 125 3 0 * 4 EXISTING 38 39 SURGE SUPPRESSOR 4 ' * 0 20 1 4 CASH REGISTER 40 KEL, WSIn 1attatImi111`Ieinrel:1 mIll1MN 111111 ►+ 11111111111111=■Fill 11111111111111111Mr1111111111111111111111111 MI 39 EXISTING 4 * 0 20 2 4 EXISTING 40 41 SURGE SUPPRESSOR 4 _ * 6 20 1 6.0 5 CASH REGISTER 42 Ha to swam nllwaweT eure11111t,NI RI 1111'1111111 III III NM t,•: ► ■ 41 FXISTING 4 * 0 * 4 EXISTING 42 0.0 0.0 6.0 AMPS IIMI:,, , ► V 1 11�+'�'+ 11NM i■': • ► 43 XISTING 4 45 3 0 175 3 4 FXISTING 44 SUBMITTAL DATE 0.0 0.0 0.7 KW 11T7ta ,ontorIT111111111111 M111111111311111111111111MINIM 11IIIIIt1M+ IKE 45(XISTING 4 * 0 * 4 EXISTING 46 05/14/07 El ,► , ► ■■1731111111•111111111111111 MI 011111111111111 cm 47 FXISTING 4 0 ** *, 4 EXISTING 48 lii1 . : 1: :,I' V ►e 1111111111111111111111111111►e 1111111t■+ POI 49 EXISTING 4 15 3 23 40 3 3.0 5 RTU-2 50 IIM IRIHTEIRVMMIIIIIIIIIIIIIIIIIII 1111111 ME Ma fit-1■FM nomminorralms 51 .FXISTING 4 * 23 *13.0, 5 RTI1-2 52 1111illteM111111M1111111111111.1111111111101111 MI 11 110.1111111111 ell 11IIIIIt, :►1' ► MI 53 FXISTING 4 * 23 * ?3.0 5 RTU-2 54 11M11 TM •:•1 IMIMI 1M111 MN II 11111=11111111111 MI II ER MI 1 /: Ell 55 RI ANK 0 RI ANK 56 OTB DATE IIMIlateezeimrsont11111111111111•111111M MI 11 11111111111=1 OM 11 BM MI LMMIIIMIIIIMIIMIIIIIIIIIIIIIIIIII r4311 57 BI ANK 0 RI ANK SR 03/47/08 ElIlif laS:11131:r1>I:a1:T1U IstA1111111111 Ir111:11 MI 11 IM M 11 MI MI L'MIMIIIIIIIIIIIIIIIIIIIIIII MI 59 611 ANK 0 RI ANK AO MI1IN Imo 3piigi:azoure1MEMMI I TI MI 11•111111111111111111111■NMI MIll: I'!■ 23.0 23.0 23.0 AMPS Mg II1111VIIMISIJ:1■.I:LMINNITII f'INIII IILWII MI 11 IIIIIIIIIIIIIIIIII NI■MIIIIMI 1h►. 6.4 6.4 6.4 KW 19.1 TOTAL KW CRITERIA SET W-1 EMI n:arlvae1l m1sareastellM1111 11111'e'1 MI flU ■N■MI MI: .►. z c� sfflorramommommomminuramilusammcwimmommi MI KEYED NOTES W a g'ig,8 1113111MIN111111111111111111111111111111111111111111111111=11111111111111111111111111111M111111111111111111111111111111111r11 g5P. sinommommommallmummimmumummornrummummo MI z a-1 c'Ex1.4"-1 • p� w � W a ct' ww0w = L . O O .. EMI: .,. IIIIIIIHIII■ ■■IIIIMIO: ,, LO w h (, W �,- 31.0 30.0 27.1 AMPS www�w�avUN D� r 8.6 8.3 7.5 KW 24.4 TOTAL KW ed=000c $C0c/) gl-,OC. \s::::. C70W0�"E.,,r' w \ a g-= tcl<F28 ;-, ..:;.,:„ A xoaaAOrZH PANEL: LF EXISTING CONDITIONSPROJECT: WinCo Criteria PANEL: LF NEW PROJECT: WinCo #23 TIGARD, OR PANEL: LJ PROJECT: WinCo #23 TIGARD, OR a :::< PANEL: LEM PROJECT: WinCo #23 - TIGARD, OR VOLTAGE: 208Y/120 3 PH 4 WIRE AMPERE RATING: 150 MSC RATING: 22000 AIC VOLTAGE: 208Y/120 NE PH 4 WIRE AMPERE RATING: 150 MSC RATING: 22000 AIC VOLTAGE: 208Y/120 3 PH 4 WIRE AMPERE RATING: 150 MSC RATING: 22000 AIC gO z x A p`�"v VOLTAGE: 208Y/120 3 PH 4 WIRE AMPERE RATING: 100 MSC RATING: EXISTING CKT NOTES: REMARKS: MOUNTING: FLUSH CKT NOTES: REMARKS: MOUNTING: FLUSH CKT NOTES: REMARKS: MOUNTING: FLUSH w d 3 CKT NOTES: REMARKS: MOUNTING: FLUSH 1. RED HANDLE. LOCKABLE BREAKER 5. EXISTING PANEL 1. RED HANDLE, LOCKABLE BREAKER 5. NEW LOAD NEW PANEL TO REPLACE EXISTING. NEW PANEL TO BE INSTALLED AND ALL LOADS 1. RED HANDLE. LOCKABLE BREAKER 5. PROVIDE NEW BREAKEEXISTING PANEL 1. RED HANDLE, LOCKABLE BREAKER 5. PROVIDE NEW BREAKER 2. GFCI FOR EQUIPMENT PROTECTION FLUSH MOUNTED 2. GFC! FOR EQUIPMENT PROTECTION 6. NEW LOAD/NEW BREAKRELOC4TED PRIOR TO DEMOLITION OF EXISTING PANELS. PROVIDE AA MATERIALS 2. GFCI FOR EQUIPMENT PROTECTION FLUSH MOUNTED 2. GFCI FOR EQUIPMENT PROTECTION EXISTING PANEL 3. AFC! BREAKER 3. AFCI BREAKER REQUIRED FOR RELOCATION OF ALL EXISTING LOADS. NOTE SOME CONDUCTORS 3. AFC! BREAKER 3. AFC( BREAKER 4. EXISTING BREAKER 4. LOAD RELOCATED FROM EXISTING PANEL OF THE SAME NAMEARE R)UTED UNDERSLAB AND MUST REROUTED OVERHEAD. 4. EXISTING BREAKER/EXISTING LOAD W 4. EXISTING BREAKER/EXISTING LOAD CKT LOAD AMPS/ PHASE (AMPS) AMPS/ LOAD CKT CKT LOAD AMPS! PHASE (AMPS) AMPS! OAD CKT CKT LOAD AMPS/ PHASE (AMPS) AMPS/ •_OAD CKT CKT LOAD AMPS/ PHASE (AMP;) AMPS/ _OAO CKT CK1 DESCRIPTION NOTE AMPS POLES A B C POLES MPS NOTE DESCRIPTION CKT CK1 DESCRIPTION NOTE AMPS POLES A B C POLES MPS NOTE DESCRIPTION CKT CK1 DESCRIPTION NOTE AMPS POLES A B C POLES AMPS NOTE DESCRIPTION CKT CKT DESCRIPTION NOTE AMPS POLES A B C POLES 4MPS NOTE DESCRIPTION CKT 1 2 1 SPARE 20 1 15 20 1 5.0 5 NUT BUTTER MACHINE 2 1 EXISTING 4 15 1 0 15 1 4 EXISTING 2 0 0 M 1 GE01 SPRINKLER RISER 4 20 1 0 20 1 4 SECURITY 2 1 BLO2E INSECT TRAPS 20 1 0 15 'SPARE 3 PRO1 1 ROLL WRAPPER 20 1 0 15 1 FANS RA02 81' PRODUCE 4 3 SPARE 20 1 ).1 15 1 9.1 5 D32-FANS 4 3 EXISTING 4 15 1 0 15 1 4 EXISTING 4 - 3 OF07 SCALE MASTER PC 4 20 1 0 20 1 4 BELT POWER 4 5 PRO2 SCALE/PRINTER 20 1 0 15 1 ' LTS. RA02 81' PRODUCE 6 5 SPARE 20 1 1.8 15 1 1.8 5 D32-LTS 6 5 EXISTING 4 20 1 0 15 1 4 EXISTING 6 Q to 5 OF08 TELEPHONE 4 20 1 0 20 1 4 BELT POWER 6 7 PRO3 ORANGE JUICE 20 1 0 15 1 LTS. RA02 81' PRODUCE 8 7 JUICE MACHINE 4 20 115.6 15 1 5.6 5 CU-1-FANS 8 7 EXISTING 4 15 1 0 15 1 4 EXISTING 8 Lial F ''." '� 7 01108 SECURITY SYS 4 20 1 0 1/420 1 4 BELT POWER 8 9 PRO4 MISTING SYSTEM 20 1 0 15 1 FANS RA02 81' PRODUCE 10 9 BULK STORAGE RECEPTACLE 5 4.5 20 1 16.2 15 1 1.7 5 CU-1-FANS 10 9 EXISTING 4 15 1 0 15 1 4 EXISTING 10 C3 9 SE-6 CLAM TANK 4 20 1 0 20 1 4 BELT POWER 10 11 PROO5 ICE MACHINE 15 , 2 0 15 1 FANS 2D31 PRODUCE 12 11 MISTING SYSTEM 4 20 1 i.4 15 , 1 5.4 4 CU-1-LTS 12 11 EXISTING 4 15 2 0 15 1 4 EXISTING 12 r" Q _ < 4 w 0.10 N 11 IG REC 4 20 1 0 \20 1 4 BELT POWER 12 +- 13 PROO5 ICE MACHINE * 0 20 1 LTS. 2Q31 PRODUCE 14 13 MISTING SYSTEM 4 20 1 0 20 1 4 SPARE 14 13 EXISTING 4 20 * 0 15 1 4 EXISTING 14 13 IG REC 4 20 1 0 20 1 4 BELT POWER 14 15 RECEP. CHEESE ISLAND 20 1 0 20 1 LTS. 2D31 PRODUCE 16 15 RECEP. CHEESE ISLAND 4 20 1 0 20 1 4 SPARE 16 15 EXISTING 4 15 1 0 15 1 4 EXISTING 16 1 = o 4 20 1 0 \20 1 4 BELT POWER 16 15 IG REC 17 PROO6 DE-IONIZING 20 1 0 20 1 RECEPT. CHEESE ISLAND 18 17 PROO6 DE-IONIZING 4 20 1 0 20 1 4 RECEPT. CHEESE ISLAND 18 17 EXISTING 4 15 1 0 15 1 4 EXISTING 18 m H .c.E. W w ,� 17 DOOR ALARM 4 20 2 0 20 1 4 BELT POWER 18 19 GONDOLA REC A SIDE 20 1 0 15 1 LTS. RA06 8' SG DK JUICE 20 19 GONDOLA REC A SIDE 4 20 1 13 20 1 3.0 5 PRODUCE COILS 20 19 EXISTING 4 15 1 0 15 1 4 EXISTING 20 v 19 DOOR ALARM 4 * 0 20 1 4 BELT POWER 20 H Z cV 21 PROCESSOR ALARM 4 20 1 0 20 1 4 BELT POWER 22 21 GONDOLA REC A SIDE 20 1 0 15 1 RA06 8' SG DK JUICE 22 21 GONDOLA REC A SIDE 4 20 1 2.6 20 1 2.6 5 PRODUCE PREP COILS 22 21 EXISTING 4 15 1 . 0 15 1 4 EXISTING 22 cn 23 GONDOLA REC A SIDE 20 1 0 15 1 RA32 PRODUCE COOLER 24 23 GONDOLA REC A SIDE 4 .20 1 13 20 1 3.0 6 D-34-FANS 24 23 EXISTING 4 15 1 0 15 1 4 EXISTING 24 � Z W Q" 23 GEO3C AUTO DOOR 4 20 1 0 20 1 4 BELT POWER 24 25 GONDOLA REC A SIDE 20 1 0 15 1 RA32 PRODUCE COOLER 26 25 GONDOLA REC A SIDE 4 20 1 2.6 20 1 2.6 6 D-34-LTS 26 25 EXISTING 4 15 1 0 15 1 4 EXISTING 26 25 GEO3D AUTO DOOR 4 20 1 0 20 1 4 BELT POWER 26 (.) .(ictcc H M �, 27 OF 10A SECURITY SYS. 4 20 1 0 20 1 4 BELT POWER 28 27 GONDOLA REC A SIDE 20 1 0 15 1 RA32 PRODUCE COOLER 28 27 GONDOLA REC A SIDE 4 20 1 0 15 1 4 SPARE 28 27 EXISTING 4 15 1 0 15 1 4 EXISTING 28 29 GONDOLA REC A SIDE 20 1 0 15 1 PRODUCE TABLE 30 29 GONDOLA REC A SIDE 4 20 1 0 15 1 4 SPARE 30 29 EXISTING 4 15 1 , 0 15 1 4 EXISTING 30 W 29 TELEPHONE BOARD 4 20 1 0 20 1 4 BELT POWER 30 31 GONDOLA REC A SIDE 20 1 0 20 1 PRODUCE PREP REC 32 31 GONDOLA REC A SIDE 4 20 1 15 20 1 5.0 PORTABLE PRESSURE WASHER 32 31 EXISTING 4 20 1 0 15 1 4 EXISTING 32 Z l■ 31 C 4 20 1 0 20 1 4 BELT POWER 32 A WATER 34 SHELF LIGHTING 4 20 1 1.5 20 1 1.5 5 GLACIER WATER 34 33 EXISTING 4 20 1 0 15 1 4 EXISTING 34 W o 33 CASH REG. BELT POWER 5 10.0 20 1 10 ,20 1 4 BELT POWER 34 33 SHELF LIGHTING 20 1 0 20 1 GLACIER E 3 33 S EL LIG I G W 35 SHELF LIGHTING 20 1 0 15 1 FANS RA02 8' 5DK DELI 36 35 SHELF LIGHTING 4 20 1 ).4 15 1 1.4 5 C22-FANS 36 35 A3-FANS 5 3.6 20 1 3.6 15 1 4 EXISTING 36 �. Z 35 CASH REG. BELT POWER 5 10.0 20 1 10 X20 1 4 BELT POWER 36 37 SHELF LIGHTING 20 1 0 15 1 LTS. RA02 8' 5DK DELI 38 37 SHELF LIGHTING 4 20 1 7.8 15 1 7.8 5 C22-LTS 38 37 A3-ANTI-SWEAT 5 6.5 20 1 6.5 15 1 4 EXISTING 38 O Q 37 BLANK 0 20 1 4 BELT POWER 38 39 PRODUCE RECP CORD 20 1 0 20 1 RECEPTACLES 40 39 PRODUCE RECP CORD 4 20 1 0 20 1 4 RECEPTACLES 40 39,C-21- FANS 5 6.5 20 1 >2.1 20 1 15.6 B9-FF-14. FF-14-FANS 40 O z 39 BLANK 0 X20 1 4 BELT POWER 40 41 SPARE 30 2 0 20 1 RECEPTACLES 42 41 MOBIL MERCHANDISER 7.0 20 1 7 20 1 4 RECEPTACLES 42 41 C-21-LTS 5 1.3 20 1 3.9 20 1 7.6 B9-FF-14, FF-14-LTS 42 = `n p" 41 BLANK 0 20 1 4 BELT POWER 42 43 SPARE * 0 20 1 PRODUCE RECEPTACLES CORD REAL 44 43 MOBIL MERCHANDISER 7.0 20 1 7 20 1 4 PRODUCE RECEPTACLES CORD REAL 44 43 B-14 FANS 5 5.8 20 1 5.8 SPACE 44 0.0 10.0 10.0 AMPS 45 EXISTING 20 1 0 30 2 EXISTING 46 45 EXISTING 4 20 1 j.9 20 1 7.9 5 B14-FANS 46 45 B-14 LTS 5 2.1 20 1 ?.1 SPACE 46 CC 0.0 1.2 1.2 KW 47 FUTURE CAN CRUSHER 20 1 0 * EXISTING 48 47 EXISTING 4 20 1 3.8 20 1 3.8 5 B14-LTS 48 47 B-14 ANTI SWEAT HTRS 5 1.8 20 1 1.8 SPACE 48 49 FUTURE CAN CRUSHER 20 , 1 0 20 1 EXISTING 50 49 EXISTING 4 20 1 0 20 1 5 ,SPARE 50 49 SPACE 0 SPACE 50 al 51 FUTURE CAN CRUSHER 20 1 0 20 1 FANS PRODUCE-BACK 52 51 EXISTING 4 20 1 , 0 20 1 4 FANS PRODUCE-BACK 52 51 SPACE 0 SPACE 52 53 FAN WALL 20 1 0 20 1 FANS PRODUCE-BACK 54 53 FAN WALL 4 ,20 1 0 20 1 4 FANS PRODUCE-BACK 54 53 SPACE 0 SPACE 54 55 RECEPTACLE PRODUCE 20 1 0 20 1 FANS PRODUCE-BACK 56 55 RECEPTACLE PRODUCE 4 20 1 0 20 1 4 FANS PRODUCE-BACK 56 , 55 SPACE 0 SPACE 56 57 WATER HEATER 20 1 0 15 2 ICE MACHINE 58 57 SPARE 4 20 1 , 0 15 2 4 ICE MACHINE 58 57,SPARE 0 SPACE 58 59 SPACE _ _ 0 * _ICE MACHINE 60 59 SPARE 20 1 0 •* _ 4 ICE MACHINE 60 59 SPACE 0 SPACE 60 0.0 0.0 0.0 AMPS 76.0 37.3 32.4 AMPS 12.3 24.2 14.3 AMPS 0.0 0.0 0.0 KW 0 TOTAL KW 9.1 4.5 3.9 KW 17.5 TOTAL KW 1.5 2.9 1.7 KW 6.1 TOTAL KW M Q N 0 0 z p4 BUILDING LOAD SUMMARY NUMBER DESCRIPTION A B C REMARKS nE---4 1 (E)PANEL HB 22 21 18 © 2 (E)PANEL HEM 7 7 7 w F""mi 3 (E)PANEL LCR 6 Z 4 (E)PANEL LEM 10 10 O E EL LE T/� F� 5 PANEL LF 39 25 8 C 0 6 (E)PANEL HC 23 23 23 T� 7 (E)PANEL LJ 7 4 V 1 L 8 al• 9 0 '4 t Cl4! ADDITIONAL REMODEL BUILDING LO 98 86 76 (CONNECTED LOAD) 0 ••�•.1 O EXISTING BUILDING LOAD: 1600 1600 1600 (CONNECTED LOAD) (� NEW BUILDING CONNNECTED LOAD: 1698 1686 1676 (REMODEL CONNECTED PLUS EXISTING CONNECTED LOAD) MAXIMUM EXISTING DEMAND @ 125% 823 823 823 , (PER UTILITY) 0 MAXIMUM REMODEL DEMAND (AMPS): 921 909 899 (MAX. EXISTING DEMAND O @ 1257. PLUS NEW LOAD) MAXIMUM REMODEL DEMAND (kVA): 327 (MAX. EXISTING DEMAND �y @ 125%, PLUS DIFFERENCE) a WinCo # 023 - TIGARD, OR 05!14/07 F 1111111 111/11 1111r1111:11: • SHEET TITLE PANEL SCHEDULES PANEL SCHEDULES SHEET NTS E5 fs + nl Not parr t Of ti this c permit REVISIONS KEYED NOTE S 1. CONTRACTOR TO RELOCATE COILS FOR INSTALL . -- ,---`, , -�\ - ;--_ --\ ,.-- AND REMOVE COILS COMPLETELY WHEN NEW _' ) 3 1 ( 4 ' 5 41 ' 6 7 ) ' 8 ) z _i 10_ # s:10.b tl. t 1 PRODUCE FACILITIES ARE OPERATIONAL. I 1 , i 2. DRAIN LINE HEATER,200 WATTS, 120 VOLTS. HARD , I WIRED FIELD CONNECTION BY GENERAL ! ! ! ; CONTRACTOR. 3. REFRIGERATION LINES FROM CASE CONNECTION ! ? I ; M i I ; ; ' t 3 i OR ENTRY TO WALL OR COLUMN,THEN UP IN WALL ._ i # ; OR COLUMN TO OVERHEAD,THEN OVERHEAD TO tI t r __ _.-.__ .-_ _.___.-__ .-fir=....-..__,--.-..._._....___ 9 ------.__ ____--__-.__- -.._._.___..___,.____-..____-._...__-.._.__._._ ` 'I __..- I I ! ' ' r -i-I 11){ I i I I ! - it i -____- _r . .; i 4. 6" SCHEDULE 40 PVC SLEEVE FURNISHED AND ! 1 - INSTALLED BY REFRIGERATION CONTRACTOR. { j I i( ; ' a ARCH.PROJECT NO. ! !i ! i I j i i ' i 5.REUSE EXISTING HUB DRAINS FOR CASE 0622 i r� + ; _ 1 i I ;it 1 i CONDENSATE I,I o , MLB Ii i i _ - _-_-- ----__- ---- - { i ! ! ; i CHECKS — i IE .— e �.., - .__ ______ , { GENERAL OTES SUBMITTAL DATES I i S _ __,._ _ ____ __J ; - ! 1.CERTAIN EQUIPMENT REQUIREMENTS NOTED ON 03/07/08 i i r- - # j THESE DRAV'i�INGS WERE DERIVED FROM OWNER- , , ! I , 1r - = r 1 # i FURNISHED COORDINATION DRAWINGS. '` { ! i I ; CONTRACTOR TO VERIFY ACTUAL OWNER- __.______.__ -; -- --_ 1 _ __ __— 1 ! - $ ! ! - �I 1 I i j i - FURNISHED EQUIPMENT CONNECTION OTB DATE i 1 -�, REQUIREMENTS AND SCOPEOF WORK. i I I I 1 I Ii l i ! I _ ...,. ( I i ' ' ? !# ;i (j �- - - R 4 CONTRACTOR TO PROVIDE INSTALLATION �- ! I , -__.-____.___.�__- -_._..__.-_-_ ; _ _r� ,� OF ALL OWNER SUPPLIED REFRIGERATION _ � ! { , �_ _� ;, ! CRITERIA SET W-1 ' I - i f i # _ _ 1, # I r ! �`®� i' EQUIPMENT. ' I ' { i ' ' I j ? I _ I -� 11 I '` r I 2. CONTRACTOR TO FIELD VERIFY LOCATION OF �w I { ! �� I -�'=" t ! ; ! ; 1 I l N N i EXISTING ELECTRICAL,DRAIN AND �, a o t j ""' Ii i 1 I I N N Q ! 1 �- 1 � s-_ _� i i ! i I { I � I i . ,► . .► {, ? REFRIGERATION LINE LOCATIONS OF CASES PRIOR g c)H x W Z t' I --__ _ ______ _ ___ --_ _____ ___ _ __ ___ -� _ - ___ ___ I , _ _ ____ _ -._.. __ ._ ._ _ �_ ____ -- '=-- _ i ; { `�' TO BEGINNING WORK. �o _ i ---..__ —____ __ — _ _ \.rf l _ _ ' , _ _ _ - _ it ;I _ _ _____ ____, _ __ _- _ _ _ f�j= i -J ( Q Q I C/� r �I r --_--____--_----__--________ ______ _ _ _-____ _. -# -�-- i i j Ii -� -I I a..a Aao vi it --__ - ___ ___ _ - - -� _ _ _ _- -- - -_ - - _ _ _ - f ! -1' _i' - - --------i> -- --,-_- - - -.-_--- _ _---____--_4 _._._� __ _-- .I I c� c O W a.�i �l t--- -- r- _ ;- __- :''' { ' I` C ; �f= �_ - - _� - _ ___ -'11 _� -� _ . - ;�— __ ____ - -j.; _] i —; w I ,_,wr„ w Ow 1 i I!1 ,i it_ f_ tl__ i t, I \i �_ __.__.._i• _ i1 i ' iI i# I 1;,1 I 1 ' i 1I !{ I #k' I,! ,,�- - !,-- `s ! -;j- -ck ii -- -iil ii;i- I �" {` I 3. COORDINATE LOCATION OF REFRIGERATION LINE �'x �x�a•xa N i !'I I :i 1 i Ii i i, , # - ? # i1 !I ? 1 i,k- # !# 1! 11 I 1; 1!I1 j 1' ' I ji (i � 1 ! !j i i; it f j{}I{ � i t J J ! U�'A"�+U�O r� ! I !1 #1 it }I ii ,ii;l; I ,! 1' i i ! i+ l !',`�I I? i ___ �,_ - ,.._ I,Ii ;i i - --; , ~ I# 41 (I ;j;; j ; ! l ! { TRENCHING WITH ELECTRICAL AND PLUMBING �,x¢ AZx�Swo `�' l — 1. 1,_ �____ !t fi 1 _ 1 — �, I !,i I I L— Ii �( f i I I �1 f �O W H o I fi 1 i 1!I (k!I . I;,' ; {' ? it ( I r; _-� ! 1, ± CONTRACTOR TO MINIMIZE NUMBER OF c�w w x H a O v v�,, Ali �;c N N G I1' 1 !,I # ;I I 11 ! y - I ! ' ''' WWAUwa d o iii i 11 r ! i ! i'I 1 #;:i; i �i ,;�._ ;k ;� I ! I 11-__.- _._�,.�_ _ - - - -_ _-_ .. _ ' _ N - __ -- --- N - - { -- -- i �} TRENCHES. vr¢x�¢x�xOO i 1 ,tr (1 i ,, li I" } (l 1 kt I 1 ii' - - N N t ,�i¢ xOQ�f-� G I 1 i GROCERY I' DAIRY I =i i �- I 1 ;.I i , i4 �.-� ('- , I j 9fi6 t I{ t ' ' !111 1 ',I 1 i t �y�i t� ` it ; __ '- i'1; i j `i j j! C h 1' -� i i �� ; i' �� i i� ! ' i 'z�" w C/�wP+ \ a�i 31 + iIi B 11 FREEZER {`I D3 9 -; k 1 I' ! 1 f ` ,I i ;, Il' I `I I I i i! a #` [,,I, I 1 i , w x o 0 -� i - 4.THE INTENTION OF THE CONTRACT DOCUMENTS IS ¢ H z z H N 1 g i il, ;I'1 COOLER { - 11'! ! ! , � ; ,, ; �� _- _� , 1 t M I PRODUCE 1 # 1 ! r I I u k I I I,, , ; # i MEAT I i Q COOLER a l w�• x z�" 1 I , I' 1. I i 1 SAT I TO INCLUDE ALL LABOR AND MATERIALS AND c7 0 H w a ',i , , 1 k; IIIlI�I {` 1 D41 B 12 c� D44 c� o w �, �' ' ; �! '�`' I'!'1 i:Ii; ' ,' ' il' :� jI WI BOX FREEZER I 1 ' © r E UIPMENT NECESSARY OR REASONABLY ] H J ¢°z° Z Ik,` -- i II ! ii .\ fm_ ., 1 I ;I ( �!! ! i, ; , J J Q f ✓"'��yR�i�� 11 I I Ii 111 Ik l , (I - « ,11 „ I 1 II 'I D40 .� i,, 1 - III zw -_- INFERABLE AS BEING NECESSARY FOR U a z s f +I i (1 I 11!" ! i ___i It 1 ;i i I'f I E47 'll E48 {_ # ( ! 11 ; I ��i;I { ` j °g-`� FITRNISHING,INSTALLATION AND TESTING, W a�' w �' i ({ 1 _ i� J i( { I �{ I I �. t ! �i �! c 1' (I,� t ( i ;II -- _ �_— ,— —_ —_ --- 1 # cn�, O�Hx 1- - I�` _-- --__.___._ _ _ -I i, { k ,'� 1 MEAT ! + - - -=-� ! I I ( iT ' ? COMPLETE AND READY FOR SAFE OPERATION OF w x w A A v �( _-____-- ---------_------_._-_-______ ________T-- -_ , i MEAT MEAT , 1` f I( 1 1 # i( I '� ' ,lI, .� Ii� I i;' ( - .___.—_°--- \ `-_..__.-_.-.._.__...._ .—____.__....-.__,...-,-.-s_.,_ ...... x O x(S,1¢O 1 I j !# ' I i !t ii'HOLDING (il ROOM 1 I CUT ROOM ' !`#1 k _ _-' `-- \ F' w�-' !# I # I ; ill{ D42 # I!I 1 THE SYSTEMS DESCRIBED HEREIN. r i D25 ; D25 D25 i 11 I r 111 D2611 !ii I i {i! I IL i �� I k j 1 I i i I ! �� Ii I I II _ i it — _ �,I _ I I{ f I ' Il I 1 I i ;" ! I{ j it I I� # �I D43 _{� I I ( a ., ° - -_. „+; I 1 I ' 1� I i ?, .I1 i __ ! f -- 5.SI'T'E UTILITIES: THE REFRIGERATION DOCUMENTS - - � ,= - -- ;i {� BEVERAGE I,,, I',i i !' =_ - - ! _ __ I _ (' _- i; -, FISH " ,, _f , - , 1 "' I ti 1 -..�`" ! r i ;! t-.-. '1 --r- - ' `+ i --a--` ,#i I__._._.._. ,' y! '; i (�1 { ` COOLER !Ili' _ INDICATE CONNECTION LOCATION OF VARIOUS - P O ', COOLER I , { i ; i I (i #li f ''' :,1{ ._--,� ' 'i ;k_l 1i __� II' f i I i r -'fT 1 --1, '- 1 , 1i •WRA B X 'i;; 1 , r j i _!I kl I I II 1 _- - =�`3 -. - IItl 11 i ` -' i!t - ! 1 _ __ �_ _-''I'! ' ! , I ! _� --- -:�,i - ,� II! II; # i � :,�_-__ -_� i I BUILDING SERVICES COORDINATE WORK WITH 1 I ` ' D27 {iIi! ; I#,I ;iii ,i ;`1 'Ik,1 1 ,_ ,i �j D30 D30 I 1 i 1�+ i -(j i r ,,! ; !' �- �- ! THE ITS UTILITIES CO�CTOR TO ENSURE W I i I,1, I { I, ;i - ;I. - ( ) c If I)I �� ! S I ! j ! ril; 1 1i: ' ' �w _ ',f I _.____ _ !t N if N f i i ; '`I i i, i, ' !' !I a `I ��` CHEESE 'i PROPER DRAIN LOCATION AND ELECTRICAL N ; i i i , I l `; i,;� �i'< �; k• '`�. " � s��,"�� i° 1 I E45 I,I . ^1 . O M _____ - _ _ __. -_-., _ _T_= ;,. ; __ __�,, , ;,� 1 _ T _ =< .- © �_ '` �_ CONNECTIONS. NOTIFY ARCHITECT OR ENGINEER _ - _ _ - - - - ___. __ _ i �—= a: _,�-: �} „ WRAP ROOM !;, �- i k ;k _...i ' 4. 1,• ---. ;1' it 11 i $1 - : i -1 i Ir ! 1 :.� ( (, ' � �� i ! ;I ii' t1 ;' i!;! 1'I !! 11; it I r : !- ; ;; , ' i ; ' = - - -- , ; - ,;# °' PRODUCE OF ANY DISCREPANCY BETWEEN DRAWINGS AND �' 1 D24 1 D24 D24 D24 D24 !li 1 -i# -. - __ I �- -__ _ ;,k - _ -t ; E46 # tl� -- PREP ' 3'-5" TYP :;I ?; i 1 i ; `' ;;; --,! ,,it i i# ;j Ii 1I i!` ! 1 _ i}` FIELD CONDITIONS --� I D24 j __ D24 !! i! it? ' ! :# ji 1 i B9 B9 © - { _ c*� -_- -{, _ ___ ____._ __- _ -__ __. _ t ' _ ;1 ` ____ ' i EcN) ®R(N> FF 16 I - _ _ _ �_ - - -_ = - = _ ___._ ___ __ = -_-- -=--- _----_ __ _ - -- _ _ _. __ _. ___--- - -.__ ___.- ____._ _ SITE UTILITIES: THE REFRIGERATION DOCU]VIEN W o0 1 I 'i T P p s t T - ;T 1! - FF=1'7_ _ _ _ - ,(' _ _ _ _ - ` _ �/1 O t- , Ecw °t- �--,O �� FF-4 ® FF-50® t ! ,. i !1 T I _ ( Q ►.., ' , I FF-2 FF-3 R(N) i _ = 11 Ii ; , -; INDICATE CONNECTION LOCATION OF VARIOUS N p a - . . , o • . ° o = C 16 C 16 C 16 C 16 ik ;, - - II D28 i D28 #I D29 I D29 ' = i ------ O II BUILDING SERVICES. COORDINATE WORK WITH pq o I I i ►-�® B5 = 4 1 1 l'i) 0 - �- ii! A 10I_0tt o i ; lB g ___.-_ - !I °- THE SITE UTILITIES CONTRACTOR TO ENSURE �_ �;�,�, ' 7'-0" N - \ __ -I 1` 3'-10" PROPER DRAIN LOCATION AND ELECTRICAL = W i r� ® N N BS ; c Z u; .-.D32 D32.' . z LU Q:,, I CONNECTIONS NOTIFY ARCHITECT OR ENGINEER R(N 1 ---,__-- _.._ _ _ — _- --_ -- - - — 1 [--� '-� �L' uE A 1 — A 1 i A 1 i A2 A2 A2 A2 esi�'l `------ P-1 ° P-2 ° 3 OF ANY DISCREPANCY BETWEEN DRAWINGS AND tip V, aU v i T ©® N) �R(N� i t ® �' FIELD CONDITIONS. Q W d- ' A 1 �___ -_____-.______ _ _. i _ __ __ -; -____-_ -__-_ __ ,, A3 11 -10 •z a- W E- cn P., ! ;j -i A3�( A3 , ,, w 7.REFRIGERATION CONTRACTOR SHALL IDENTIFY z �a. H o _-_-._._.__._.__.__. __ _ _____ ___._-__ __--. -_-._-- _ ____. ALL SERVICEABLE I1'�MS(VALVES,REFRIGERATION c•� • 9'-0" C 18 C 18 C 19 , ,,j J I B5 #ii D3 l D31 D32 PIPING,DRAIN LINES, COILS,ETC.) SO THAT W W ' W E 1 BS 1 i t ` C49 4 ! ! M �' I 55 11 -0 -_ - _:-- --_ -_____..a a - WALK-IN COILS TO BE RELOCATED WILL BE SAFELY o i - Z I - SECURED AND OPERATE PROPERLY. w i 1 i -+- 13 0 1 1 --- _=-- , 1 C 19 1 B5 A ;;i `L, : i D317 •z 8.REFRIGERATION LINES SHALL BE INSTALLED AS ' ! ;- 'FF 6. ��• . • o ° .,■�� 0 , �..-,.,� O CD C4 C C 18 --- - --__ _ .. R(N) 9 8 I " © ® FF-7 ® FF-8 5i FF-9 FF-10 ®FF-12 ® I FF-14 I ti ;� } 3 '_ _ '' ri =�' o _ �� CLOSE AS POSSIBLE TO BOTTOM OF ROOF BS , _ ____ _ _ I - 56 _ B 10 ; D31 - ? RDINATE INSTALLATION& - ---__;__ -_ --_- -_ T - -------_ _ _. - - --_ _ -__.-,I ;, i ; - ►� 56 STRUCTURE. COO ° ; ? i ;- j 1 ;, i(' D31 D31 { - ATI N WITH ENERAL CONTRACTOR. i ! r� LOC O G ! iIi ® k) r - _ , _. --= +7 _ __..._ N —._ i ( + M I # 1 z ` I ' l 1 ` ~ ! ` > _31_011 I ! I t'r`� ( I ; E N = I I - j j - I , ®� `. (/�J 1 I r_._„_._..__�_-_-_ --_i___--' ____._ _i_ ._.--... _ f ,_ , _;__ 1 - - �.-._.._.._.__.�._._-_.._i _ _� r_.___-"'_-_._, __.�-__." - - � -. ._-.-- -_._._._ i _.___-.-- ---'------_-- -_ --_..___...__-__ .__...._..._.__._..._...__..._. _'_--_ - I I - �� i p y !1 �V" i B6 B 6 1f -__ i _._� :_-__ - _ _ _ i i i v i T - f-x _ r- -,_ ;_ - u _ - __ �_- �- _ -- _ --- =-- - _- -;-- C20 C20 C20 1 C20 C20 C20 Y i i _ _ f, -1� i , _--! rd. L O E(N)` �` ! 0- j ! S6 i i ;7',' � ' t' \ ! ! , -- _ t._ __ - ---- - --- _ _ - i _ _,-_ --- -__ _ !_.__-__-_,_-__i I -t- __------- R(IV/O ' i i - 1 �fS� A��,d I 1 r ter.�,- -"r -�,- --�-� - --- __-_ _ -___- - - - -7�- B 14 --- _� -� _ �-' - _ -=�- �1- � _.___v.- - - - ' F `, _��, �. � ,.� -:�� { r1l _ 1 4'- -- - a v S - ice- j e. ri. t�' M3 ,'�.p" [23 Rw __ i -- ' - _ - - --- _- 1 �FRIGERATION LEGE� 4, , , ®'-' _______!- - ! ' !i - SYMBOL DESCRIPTION � � E i j 9 , 1 ;I 1 ( 1 - - t -- i CONVENIENCE OUTLET ' 1 i I i i , I , ! I a I ' 56 - - 1 i i i 1 ; ; I - Ji _I_ _ ,______ _._..__.__ .____ ____.. .-_ --_;_ ____ - -----,-___-. _�--_-_-- _; ---__�__ __ _____-__.-_-' -�_-__-__ ---- EPR WITH SUCTION STOP SOLENOID PROVIDED BY 1 �) ' OEM INSTALLED BY REFRIGERATION CONTRACTOR. ' 120 V CONTROL FROM REFRIGERATION RACK i ,� ' i ; - _ - T ;__ �____.� _._�._-.-__ _- .�-_---�_-__T. T __. _._" I _______ 1 ! j 1 ; TERMINAL BOARD WIRED BY ELECTRICAL , ` ` ' RATION - ' # i f _ + OORDINATE WITH REFRIGE (f ! ' I 1 ( ,; i t I CONTRACTOR,C NTRA TOR. CO C ' ' { i _ -i- ' I { i t s 1 m, $6 I = 0 EPR NO ELECTRICAL CONNECTION :, .----i, r - _. i t 1 i t i ` S I �' '� - -'-__ I ! _ i i i I i ;I -_-_-----------�____ ___-_ ________.�_ ______ #` -______________�__�___�.___.__. __ �__-�_--�_ _ __'_ _ _______ __ # 1 © JUNCTION BOX Q ____ # Q N j r- _Y __ -..— ,—-- - - , — 1 _{ — _ — — - -- 0 00 - LIQUID LINE SOLENOID PROVIDED BY OEM r_ _____�------__-_- ; } ! INSTALLED BY REFRIGERATION CONTRACI;OR ' _ - __- -----f ' a' _ ` 120 V CONTROL FROM REFRIGERATION RACK. , --- _ ------ -- -- ------- - --- ?------- , . i ____�___-' I j �' _____ -____�� 1__ I ' ` CONTRACT RR,�COORDINATE WITH REF GERATION __ i9 -_ ____ -- -___ -_._ i - __ _-_ ____. __ - _ -- -_. __ _._-__._-___ ; k ( �' CONTRACTOR , I I , , • -' ! ! i i i ! ' i 56 I i © TEMPERATURE PROBE PROVIDED BY EQUIPMENT (7 i _j & k i ----------- __ �-___ __ _---' --- -- - _ _. �__-_____J____�------- - i FREEZERS ROUNTI G,IN WCON RAOO E S D j r _ i� _ __ 1 it i l j INSTALL AND WIRE PROBES.WIRE TO BE SHIELDED Z _ - : ! ;; ;, I �' 1 ( ! ? ; BELDEN 8761 ORE DIVALENT.THIS WRING , r---;-. j ; t ,I Ii i' ,I , '1 it .i i; I i 'i !! ! 1 ' ' i j 1 SHOULD BE CAREF LY ROUTED AWAY FROM O i ! I j l j ! ; i i? ISE i' R THER HI H ELE TRI AL NO . u POWER LINES O O G C C I 17 ----�-__-_ �.�.!-- -- '°--------__ __------`f------- - ___ it .__..._.._.._._.. ------ " ....._._.._...._._..�__._. ( .__-.___._ .? : 1 t. _''_ 'r--- - ----- _ _ , ._- _. .T.._._._.___ __.. i 1 I ��l �._ r_ _�------_-.___ + ._-. ,; I I - 56 ENVIRONMENTS 1 f 1 I 1 f ii , :a ,..__._._,�__-_, i ,�__"._-_ -_.__--- ------�-==''-_-- _, ==4-�-=�-.-._tea -k__-� _=s_-:- -� �-'r.-_:w-- �_ =i�=_-_. ; i� ' � 1 I I • E ELECTRICAL STUB-UP , - i I I 1 I I I F.r..a� i fi i ; •A-' ° E ELECTRICAL CASE CONNECTION 11 ! ! i DEFROST TERMINATION STAT-SHIELDED BELDEN T i Ii 1 ! i ® 8762 WIRED IN SERIES TO UO BOARD BY ELECT V 1 ' # 1 '� i` 1 —'i._.,__._i i ' , - ..— .F.1_" ---_ _— --_ _--F�:- __. _ f { t' ; _. ± __ ._._.—j w _ f —., ; , - i - i , i! j i CONTR.COORDINATE TERMINATION WITH REFRIG. - -- -� 56 CONTR.THIS WIRING SHOULD BE CAREFULLY 1,, � I _ - !__ ! ! 1 _ I i # ROUTED AWAY FROM POWER LINES OR OTHER (I1 i j == _= =-? - �_ - == s -- 1- t _ t,-_ __--,:_=_ ..__-,x=_ _, t--_ -; - ---- , ----_----_- --_.__`- ___,-4--- ., I t © ! HIGH ELECTRICAL NOISE ENVIROI�fMENTS a I iii _ - i 1 �; I- = ° 1 { =4 FLOOR SINK-HALF EXPOSED AT CASES.VERIFY O _ _r 'i) 1 I DIMENSIONS WITH CASE FOOT PRINT "-\ i i I_. _ ! k i ! i o -e ; OJ FREEZER VENT HEATER/FREEZER DOOR HEATER Fri i -_ - �_�- - -- k ` - - 1 --- -- -- -- -- -- _ ___ -_ --- -- -- --- — - -- -- --- -- - -- -_ -- __ �} FREEZER DRAIN LINE HEATER ! !I tI1 ,, 1.3 ; , , ; ! O I ;j- !--i - - _i , 1 " i �._ _i _�. �. ____.__i_ _ # i # ; s LEAK DETECTION SENSOR SEE DWGS EMS-2,*5,7,8 1 R REFRIGERATION STUB-UP I i 1 I I t I 1 I - iii'I I ; I D34 I o R REFRIGERATION CASE CONNECTION I (t_ _'l___I t__i t_..__I # II I I 1 I ' ; I, a 11 I ; j { I II THERMOSTAT i jii i #-T-� i i ! j 1 —_. , _ . --- - -- �_-$___- = j - i i AUTOMATIC DOOR SWITCH WIRED TO FAN ! 1 ij1 ! } r -�I i i i 1 ± # i I i ,_� i { _ I i �� ! -L I - -! - I i I j d D34 i I $p CIRCUIT AND SOLENOID BY ELECT CONTR. C� I iii__. _ t ! { I ; ; 1 i { iIi } I ! \i 1;< I< i , , 1 j , I CN 1 ;I FAN AND SOLENOID DE-ENERGIZE .��ddd I I , II i I ,,•, i ! f 1 i l 3 ' ; ®> ' �.��j ._-.. { ( _. i I f i j I! I u � ! i -_- ____-_.;__. 1- ? I [ I " 'I i i I ! i1 i i I I i I ! i dl ' i li I {' lj i 1' i 1 ! 1 N ;I 0 ELECTRICAL CALLOUT I ( i , I I •# E ( I {: ! is 1 I I # , i I I I ! 1 ,' is ! 1 ' 1 I I I I I I ! I 1 1 1i i , ! I -I II , # ; 1 ; I ;I I I , 1 1 �; i I I i !' i r , I I 1 I h' i I c i 11 i ) I 1 1 ' i I ! i 'i 1` ' i I; i k # I I a HAND VALVE FOR ISOLATION AND SERVICING , f ; I A { i y I: �, , i ' ;I f: t _ f i �i , i I ; I I I vl ; (k..I 1 'R 1 ij I i 1 tt f k i ! , — , — , 'I # I { # __ i 1'. , t "--" ! - 1 1 INSTALLED BY REFRIGERATION 55 { !•' gg jt PR D i , ! 1 ---� t -. ' - , i , , i I I , , i ; ' A (? _ 1 I _' Il' k i ! i - i I i -I R .t CONTRALTO + ; : .-,__,..t ,{ _ _...--1 }. , .._. ; i 1 'ter I,�_.. i y +.._ i , "- K i __`_-"'.`__"" i k�' ! ill i "- ;f is 1' ' i , ._- __ -_. ._ ___ ___ _—__._._�_ -_.._.—. __.._—._,_._....._._._. _._..._. - `!! .._---._._—.--__.._.—_._ 1 , i , !I tr"'f' '��_' ..`'�'': ti:k.. , -:� t :,11 �,� -�, :} y_<'R^,�j � ,, .t"�. j,'•tt-3 i 1�;�5.. � ;ice t�� t ! ;�! �— _.i l 1 _ I I I i 1 Ilv`a I I 1' _ __ __ ON STROBE SEE DWGS EMS- , , t Cf, j � k l E 7 I z( LEAK DE 1 ECTI 2 5 7 8 =' �- `C5 i ' ! ---- -i i 1 t P `� r■ ,, ,= < 1 ! �, I_ < ! _t+ , :! b "�'v� -_`� �-{.i ..' ' r�,i -,. 3 1 ' it ,+ .. ..'---- ; ( ` i ~ { 1- i ! �'' r I #;` t i ( ��! ( { k k i d , ; ( , ! , 1: �i 1 ,I, 1:I fi , ;' ;I, D34 i I I # # 1 {; ', I` ( ! 1; ,' 1j 1 , 1 H DICK CONNECT COUPLER FURNISHED WITIH CASE. I 1 +' i _ , t , i ' i' ( I 1 I i I i 'i 1' 1 ! i I !I I i 1 ( I , ,, ENERAL CONTRACTOR TO PROVIDE WATER TO j i- i1•-, ' �,'-';\ �, ,,� -!r I k } ' '' I �� I it :i I i 1; i• 1� ,' 1 (' ;� ,i i i ! 7 I y it 't + ;--1 1--,, -e f ' ; a ' I �� t ': ` I °! '` 1' , I 2 ' , CASE AND MAKE CONNECTION I s. - ,I { i--, ('� , i ! t� ( 1 :) ' I; #;' i i ( i 1` #j I i / i • I l 1 1'w='i I !�_.;��.�4''-.= -' u 1_ I , �' f 1 I i i ( 1 i f {� I I 1 i I i�� i f �: I E'. # i' i ii I i ( ;{ k I, # , i 1 ;1 i # I ! I•i " I # I `� # .-� ; ;i I I 1 -__._____;,__r ____ i' I I ; 1 ; I I; ( #; { t{ ; I`j I ! ( ? `' j 11 I I ; I ;# - CONDENSATE DRAIN LINE BY REFRIGERATION Ii 1 I # { a , i { I i as I '-�" - �__ h ' I j i k - n y T I i '� 1 .. 1 i 1 k E` ` ' (' r { .". .. II � � L�1 FF-15 R(N) p I I' D36 I i 11 I I I i f ? I i B8 n e ; D34 1 t{ f ! ; ' 1 f I ' ( i p t I t k 1 I '{ ! (N) R( ) t i , i {, s t ) t ! , I 1- i 1 1 ! t ! T ! L_i__.E I 1 i i i ! _..._� t- I ( I ,I i i I S t i 1 I I ; ! __ _____.__ __ �_ I I,-- ..;L_.. 1i ��-_�na��r i I i k ,I B 13 I - BAKERY iii i - !; I ' I I 11 COOLER ! ' ° ! { \r', ! I I 1 Ill -------- HL ___I ----- _ ___ __ ^_- B8 = 7 1_511 { t I BAKERYIlI - _ - 'I I FREEZER iiI! I 1 1 k ,, - i'I I ( i � I i I I i 1 _— i f FII I 1 i,iI I 4 _�— r : I ` I I \ • I k 1! 111 I ! !� # I I Ii �' { I > 1 1 `__ I ; ��':I I # i i i 11 '� ; I { 11 # (� 1 1 1/ i I L-t r-d #w I II I i t r I iI l �, 1 ,t, i h /. + 'I �_, i i \--^ I I i #1 %,t t ,.r--,,__...il N,.._,...,.,.-. „ - .` -'-'-'-_i--_ _ .- - - ---T-(-_ -. _- ________ _ ` _--_ r __..___.__..__ ___ \✓ _ 'J '�'^ - i_--- - _ _ - _ -_ _. I 1 f 1} 1 1 1. # I _i , # I k (. int=fil+i I i t I i I i I 1 1,,-, I I ( 1 I I i k # i 1 1 Ir ,, I j; I { V,iI� I k ! II I , j, I ' 1 \„ ' I# , o I I I t # II 1 s I \\ \ # l i I 1 i # ��'_.' I I j .,,•\ rev { I1 r I I 1 ( 1I 1 I f 111' 1 �� i # 1I ( I `= \,:�.!..f _ i 'I 1 „ nn I j~�� ,®� I I'' 1 1 i i ! 'I� I I i ''h j/ f/'5,,\ I 1 I 1 �� .,;_ f I #�PIZZA I1 II f 7' ' . ��'{1 ' I , .% ,�o o a ( i #! (l. 1.~'�'•^ I i 1�1 I' �, 1 Y V I i �h . C_-_�� # `i 1 - j� ' i ( J i I, s+ij`t� i '# i { ! 1 \\,y �� j r a __a I 1 ,- it ' I I 1 I i 1 D51 I f - # __ __ , I I _.....0-- _.....__...., J .._.-.-..,.__...-- _.__ it I t __.._.__-.» ._,_. ._...__._».-.—.. _,.__ 1_ __.__ , i - _ ! ' I \ I f j I I \ f i I i \ it I1 I /-"f \ #1 .-,.__.,- _____ ____ — — _ __ — __ — I ___ __ _ __ __ .— _ __ __ .— __ __ % --__ -- -- __ ——__ ' \ # HEST I L \\ REFRIGERATIO ! I PLAN I 1 I I I t I I , , I I 1 l f 2 E 4 I 6.5 Z t. 8 2 1 ( 9=2) .10� i SHEET REFRIGERATION PLANE 3/32" 1�_0�, NORTH f s n Not part. of this permit )1 REVISIONS 1 20 GA. GALVANIZED SLOPE TOP DOWN SHEET METAL. BY FOR DRAINAGE 7 REFRIG. CONTRACTOR —�1/2" 3" MINIMUM CLEAR CURB BY GEN CONT'R. i I REFRIGERATION NNIIINNIIIIIIIIIIIIIIIINNIIIIIIIIIIIIIIIEIIINNINNIIII � PIPES iir 1/4" GALVANIZED BIRD SCREEN ARCH.PROJECT NO. /41t 1 ' KEEP LINE SETS GROUPED 0622 --_. �= TOGETHER TO MINIMIZE DRAWN ` CHASE SIZE- 1"MIN AIRGAP MLB I HYDRA ZORB CLAMPS tyl ' \\ CHECKED I g- ih i 10" F LL OPENING W/FOAM �•�•Y(•� � \ ti 2R , if � TDW INSULATION AIR TIGHT AFTER UNISTRUT ANCHORED TO STRUCTURE MIN �' II *- i SUBMITTAL DATES CLAMP LINES WITH HYDRO-ZORBS LINES ARE INSTALLED H • METAL STUD HORIZONTAL SUPPORTS v) + .4 �.� (TYP) BY REFRIG. CONTRACTOR E-+" ( \\ 03/07/08 DROP LEG SIZE TO BE GREATER THAN 6'MAXIMUM SPACING Z II L ORE UAL TO SIZE OF FACTORY SHEETROCK C7 CON CTION. IF PIPE SIZE REDUCTION w `__- ___ I IS REQUIRED,REDUCE AFTER CHASE TO EXTEND FROM FLOOR TO - ELBO W AT THE BEGINNING OF DISCHARGE LINE FALSE COLUMN 6"ABOVE FINISHED CEILING 1 OTB DAi'E HORIZONTAL PIPING. DRAIN LINE CHASE BY GENERAL CONTRACTOR. EXPANSION LOOP"R" DIMENSION • • COLUMN S RUN MEDIUM TEMPERATURE LOW TEMPERATURE alliummiliiiiiiiiiiiiiiiiiimmiiiiiiiiimiliiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiii TYPICAL ROOF TOP • NOTE: c, CONDENSING UNIT HEIGHT OF DRAIN SHEETROCK TUBE 7/8" 1 1/8" 1 3/8" 7/8" 1 1/8" 1 3/8" CRITERIA SET W-1 �� : AND DISCHARGE LINES SIZE, O.D. 50' 13" 14" 14" I S" 16" 17" -O-'� TO MATCH SPECIFIC ++ ++ ++ ++ ++ ++' CONDENSING UNIT. ALLOW p 1O10E0i O 100' 19" 20" 21" 22" 24" 26" 2'-0" • SPACE FOR DISCHARGE ////// '///7///7//7///////////////i � a0 TO DROP INTO INLET ¢ti �Aa��cn / \ COLUMN ENCLOSURE CHASE AT WALL o a o r" aC7W �H� wwFo EQUIPMENT CURB H z a.P "m a N BY GENERAL CONTRACTOR 10'-0" MIN. v F"z v�'o w F 3 -,OdAZxwc Ell UwwxF,apvUc' 1 �0<r4�<OOQU < e 0 PIPE HOOD AND CONDENSING VERTICAL LINE CHASE AND COLUMN DETAIL HOT GAS EXPANSION LOOPS ziiuz DETAIL ¢ F°ZZV)H• Q.i 1 �W�w.,,. x`-,4r., �A U 11 E E CO O r-, REFRIGERATION PIPING TO BE RUN TIGHT TO BOTTOM OF CC * Z LII STRUCTURE AND SLOPED TO COMPRESSOR RACK tip - ,,:, LOCATION. W H ('3 Q .71- en-M THIS TYPE OF HANGER DETAIL IS TO USED ANY TIME THERE ARE MORE _ 4 o J-BOX FOR DRAIN LINE HEATER THAN 6 PAIRS OF REFRIGERATION LINES INVOLVED IN A COMMON RUN W " o BY GENERAL CONTRACTOR pOq � OF TRAPEZE. TRAPEZE CAN BE NO LOWER THAN 12"BELOW THE BOTTOM CD HEAT-TAPE DRAIN LINE INSIDE BOX DISTANCE PER MANUFACTURER'S Q. H 0 4 0 0 WITH INSULATION 10111111111111/11M- INSTRUCTIONS (18"TYPICAL) • X 1--' 1.13 E._, ,...., tz., CHORD OF THE ROOF JOIST IN SEIZMIC ZONES 2B, 3 AND 4. • H w � = w � V `'�'� SLOPE AT 3"TO 1' 1" O.D. COPPER SLOPE AT 3" TO 1' ROOF JOISTS - SEE STRUCTURAL DRWGS. to c '4 I) j UNION REFRIGERATION W E� , DOUBLE NUTS AND WASHER E- M Q CONTRACTOR TO SEAL ALL TRAP DRAIN LINE TYPICAL ALL LOCATIONS z F- H o BOX PENETRATIONS AT RECEPTOR W � W up FRONT ELEVATION SIDE ELEVATION LOCATE UNISTRUT AS ---'/ UNISTRUT'' 2" V °o O CLOSE AS POSSIBLE TO O ��2 X 5" 18 GA. GALV. CHANNEL (�' c.� FREEZER DRAIN PANEL POINT OF ROOF WITH ARMAFLEX INSULATION = A''In JOIST. f 3/8" OR LARGER ALLTHREAD CC 6-0++ MAX. TYPICAL DISTANCE PER MANUFACTURER'S / / CO ® 6 411111 l. INSTRUCTIONS (18"TYPICAL) _`_ 1" O.D. COPPER ` REFRIGERATION LINES PERPENDICULAR TO JOISTS iiiiimmilliiimmilimilimmommumm SLOPE AT 1/4"TO 1' SLOPE AT 1/4" TO it — REFRIGERATION UNION ` CONTRACTOR TO SEAL ALL TRAP DRAIN LINE BOX PENETRATIONS AT RECEPTOR TOP CHORD OF ROOF JOISTS I BOTTOM CHORD OF ROOF JOISTS /UNISTRUT �. FRONT ELEVATION SIDE ELEVATION I c 4 d Q DOUBLE NUTS AND WASHER \ TYPICAL ALL LOCATIONS =O O) V ,3 COOLER DRAIN NYLON ZIPL 1" MINIMUM AIR SPACE TIES ON EACH ��` BETWEEN LINESETS LINE SET. REFRIGERATION LINES PARALLEL TO JOISTS 0 4 5 FREEZERAND COOLER DRAIN DETAILS REFRIGERATION LINE SUPPORT DETAIL co-) N 0 0 Z P4 , E,„ ,,i 0 )--i 0 Z 1 FULL SIZE COPPER OR SCHED. 40 PVC E ' w•I DRAIN LINE AS REQUIRED BY CODE CA F--f kii CD BY REFRIGERATION CONTRACTOR ci) Illummle.N P4 Cil FOAM OPENING AFTER REFRIGERATION PLUG CASE DRAIN A LINES ARE INSTALLED BY REFRIGERATION EL.] TRAP AIR GAP PER 6"X6"BLOCKOUT TYP CONTRACTOR. ,�,� \�'��''``.'"'■ �m1 LOCAL CODE ( ) �11� GROUT IN BLOCKOUT 0 E �� - 1 FINISHED FLOOR ' KICK AR --- 1/2 'LATE AROUND REFR G LINES FINISHED FLOOR a F--� Q AIR GAP PER FLOOR SINK TO BE Wt.\LOCAL CODE FLUSH W/FINISHED FLOOR SINK iPiri� . e ° ° . .. e d �, In FLOOR WITH GRAPE in a ° ° . d q < n II HALF EXPOSED. .q° °d q q ° e8 :::: �, a SEAL ENDS OF PVC 6"PVC PIPE SLEEVE (..) bialli CA PIPE AND LINES WITH OFFSET BEND IF REQUIRED FOR ADJUSTMENT URETHENE FOAM TO 4 NORMAL POSITION OF DRAIN BOTTOM OF SLAB • Imik AIR TIGHT(TYP.) p to H .� _�11- KICK �- - PLATE r'- E-1 1..... lie ■ E P-TRAP AT BASE ---- N■ - 18"x18"BLOCK-OUT FLOOR OF RISER. FULLY RECEPTOR REFRIGERATION LINES FOAM ENCASED UM LONG RADIUS ELBOW AT ONE END OF SLEEVE SIDE ELEVATION BLOCK-OUT SLAB AND FILL AS SHOWN. TO BE FILLED AND POURED AFTER P-TRAP EXACT LOCATION HAS BEEN SET. • tiOl) ALL PLUMBING TO MEET ALL APPLICABLE CODES. BY GENERAL CONTRACTOR. CASE DRAIN DETAIL REFRIGERATION LINES IN PVC ‘111111 111 6 0 1111111 111111C° , SHEET TITLE REFRIGERATION DETAILS & DIAGRAMS SHEET iiilfitl_vii_al c....wil,, Not part of this permit R3 REVISIONS AIR - COOLED AIR-COOL =D C O N D N S R *1 ( ) Standard 8 R/O Board *6 C O\ D= \S --R *2 ( ) Standard 8 R/O Board #5 I IN EXISTING COND A PANEL (E) J I IN EXISTING COND B PANEL (E) 6.1 CONDENSER A CFAN Al (E) 5.1 CONDENSER B CFAN B1 (E) 6.2 CONDENSER A CFAN A2 (E) 5.2 CONDENSER B CFAN B2 (E) 6.3 CONDENSER A CFAN A3 (E) 5.3 CONDENSER B CFAN B3 (E) AMBIENT AIR TEMP 6.4 CONDENSER A CFAN A4 (E) AMBIENT AIR TEMP 5.4 CONDENSER B CFAN B4 (E) PROBE (E) PROBE (E) 6.5 CONDENSER A CFAN A5 (E) 5.5 CONDENSER B CFAN B5 (E) 6.6 CONDENSER A CFAN A6 (E) 5.6 CONDENSER B CFAN B6 (E) */ 6 7 SPACE (E> 5.7 CONDENSER B CFAN B7 (E) 6.8 SPACE (E) 5.8 CONDENSER B CFAN B8 (E) 8 R/0 BOARD 8 R/O BOARD ARCH.PROJECT NO. 24 V 24 V 120V 0622 120V Secondary Pranory Secondary Primary N 208 VAC 208 VAC 120v 8 RO BOARD AND TRANSFORMER N± 120V CONDENSER PANEL CONDENSER PANEL DRAWN RAC < A ( 7 ) RACK B ( _ ) MLB COV-TROL ( _) CON - TROL ( - ) CI- CITED MCS 4000 MCS 4000 TDB' RAC A\D CO\D-\ SCR SC - -1V ATIC SUBMI DAFES • , (E, _ -- ,_ =-�' IS TYPICAL OF EIV - ( 5 ) RACKS A\D � .. • • (E) __!_ - 03/07/08 -, ,= COLD= MISERS . E. ∎_ =� �= comma= 0 cocococnco 00 (E) °®°®® GLOBAL NETWORK LINE n®o®® • ' (E) OTB DAM \ C'/ Gam', , TO RACKS TO ECP PANEL C, D, E CRITERIA SET W-1 • (E} 4 , Pr'vnary Lt • , (E) 4" Primary Lt 208 VAC L2 208 VAC L2 !nA 24 " Ll CONTRACTOR TO VERIFY ROOM IS AVAILABLE �P� Z Primary L1 4 " Primary w 208" L2 208 VAC L2 FOR NEW BOARDS IN EXISTING ENCLOSURES. POINTS Ao°wz Z ¢ti �gx�xw aQOw tiH 8 R/O BOARD *1 8 R/O BOARD *1 v,0'� a w� O wwlxOw k (TYP) (TYP) �wc�zn OBE., POIN S LEGEND z� w (E) EXISTING TO REMAIN MODIFY: EXISTING POINTS TO BE REPROGRAMMED Uxzw[.owPA�- W 1 REPLACE: REPLACE (E) SENSOR WITH SAME APPLICATION �OQ�AZH_wo 16 A/I BOARD 1/*2 16 A/I BOARD *1/*2 to111.,(TYP) (TYP) NEW: NEW POINT NOT PREVIOUSLY USED awAaaQ,,,,�V1 HUZZc/DF•,� r (O ti,C? X-1 1 -1 1 zWxOv�ww0�7 r�� 3 JJ1pJ X I S T I N G ` EQUIPMENT LOCATED IN (E) RACK PANEL EQUIPMENT LOCATED IN (E) RACK PANEL gr4RAC A CONTROL I/O LEGEND EXISTING EXISTING EXISTING 16 A/I Board #1/#2 16 A/I Board #3/#4 RAC < C _ RAC < - _ RAC < - VAC H w��¢0� x oxwZx IN EXISTING RACK A PANEL (E) IN EXISTING RACK A PANEL (E) CONTROL I/ O L=GEND CONTROL I/ O L=GEND CO\TROL I/ O LEGEND 1.1 SUCT1A (E) 31 O1SDFJ-2 (E) 1.2 HEAD PSI (E) 3.2 01SDJF-3 (E) 16 A/I Board #1/#2 16 A/I Board #3/#4 Standard 8 R/0 Board *2 Standard 8 R/O Board *6 16 A/I Board #1/#2 8 A/I Board #1 Z 1.3 STMPIA (E) 3.3 01SDJF-4 (E) IN EXISTING RACK C PANEL (E) IN EXISTING RACK C PANEL (E) IN EXISTING RACK C PANEL (E) IN EXISTING RACK C PANEL (E) IN EXISTING RACK C PANEL (E) IN EXISTING RACK HVAC PANEL (E) LLI 1.4 HTMP1A1 (E) 3.4 02SDJF-5 (E) 1.1 SUCT1PSI (E) 3.1 16MDMT31 (E) 2.1 UNLD2-1B (E) 7.1 41MTBX (E) 1.1 -25 SUCT (E) 1.1 AMBIENT (E) 1.5 HTMP1A2 (E) 3.5 (E} 2.2 02SDJF-6 1.2 HEAD PSI (E) 3.2 17MDMT72 (E) CMPR 2-2 (E) 7.2 27MTBXDF (E) 1.2 DISCHARGE (E) 1.2 DEWPOINT (E) 1.6 HTMP1A3 (E) 02SDJF-7 {E} 1.3 SUC1TEMP (E) 3.3 DROP LEG (E) CMPR 2-3 42FSBX 1.3 3.6 2.3 (E) 7.3 (E) DRP LEG (E) 1.3 SALES (E) M 1.7 HTMP1A4 (E) 3.7 02SDJF-8 {E} 1.4 HEAD1TMP (E) 3.4 18SDMT33 (E) CMPR 3-1 42FSBXDF (E) 1.4 PHASE LOSS (N) 1.4 SUPPLY (E) CC * x 1.5 (E) (E} 2.4 (E> 7.4 (E) 1.5 52 RIFF TEMP 1 00 1.5 RETURN (E) Q 1.8 HTMP1A5 (E) 3 g 02SDJF-9 {E, 3.5 18SDMT34 2 5 UNLD 3-1 (E} 7 5 43SMMT 2.1 (E) 4.1 03SDJF TEMP-1 (ND 1.6 DROP LEG (0) 3.6 18SDMT35 (E) 2.6 CMPR 3-2 (E) 7.6 44PRBX (E) 1.6 52 RIFF TEMP 2 (N) 1.6 111 E-4 0 1.7 (E) (E) 1.7 (11U 1.7 M 2.2 DROPLEG (E) 4.2 04DTFP11 {E} FREON-B 3.7 18SDMT36 2 7 7 7 51PZZA (E, 53 RFF TEMP 1 W o0 2.3 FREON A (E) 4.3 05R1F TEMP (N) 1.8 SUCT2PSI (E) 45SHPR (E) O c) 2.4 4 4 O5DEF TER (Nj 2.1 3.8 19SDMT37 (E} 2 1.8 55 Ri F TEMP 1 1.8 z SUCT 2A (E) SUCT2TEMP (E) 4.1 19SDMT38 (E} 2.8 7.8 2.1 �' RAF TEMP 2 (N) s� � 2.5 STMP2A (E) 06� TEMP (P0 SUCT3PSI 4.5 2.2 (E) 4.2 20MDMT39 (E) 2.2 LOW GAS (E) � � O 0 2.6 HTMP2A1 (E) 06R�F DEF' TER (Nj 2.3 SUC3TEMP (E) 4.3 C21 DEU'1O UI) Standard 8 R/0 Board *3 Standard 8 R/O Board *6 2.3 RIFF TEMP 2 GI) 8 Standard D/I Board #1 d. Q • �"w „. 4.6 IN EXISTING RACK C PANEL (E> IN EXISTING RACK C PANEL (E) IN EXISTING,RACK HVAC PANEL (E) = W U 2.7 HTMP2A2 (E) 4.7 07MDFM16 (E) 2.4 (E) 4.4 (E) 2.4 52 DEF TER 04) cd 2.8 01SDFJ-1 (E) 4.8 TEMP (ND 2.5 (E) 4.5 22DEU40 (N) 3.1 8.1 2.5 53 DEF TER (Nj 1.1 • LL-1 . cil t/) 46PDPR (E) VS FAN (E) W `c 2.6 16MDMT28 (E) 4.6 23DARY41 (E) 3.2 8.2 47MTWR (E) 2.6 55 DEF TER (N) 1.2 MISCO1 (E) Z ENO T-'+ 16 A/I Board #5/#6 2.7 16MDMT29 REPLACE 4.7 24DYCS42 REPLACE 3.3 16MDMT (E) 8.3 48MTPR (E) 2.7 (E) 1.3 MISCO1 (E) Q CC ` - IN EXISTING RACK A PANEL (E) 2.8 16MDMT30 (E) 4, REPLACE 3.4 16MDMTDF (E) 8.4 HOT GAS (E) 2.8 (E) 1.4 (E) O- CC W M Ai 8 25DARY43 3. $ PHASELOS E+III 5.1 08MDFF DEF TER (N) 3.5 RefrOl (E) 8.5 SBCLB1-1 (E) 1.5 , Z I- H O 5.2 09MDFF TEMP 01) 16 A/I Board #5/#6 16 A/I Board #7/#8 3.6 8.6 SBCLB2-1 (E) Standard 8 R/O Board #1 8 Standard R/0 Board *2 1.6 Li N 5.3 091OFF DEF TER (Nj IN EXISTING RACK C PANEL (E) IN EXISTING RACK C PANEL (N) 3.7 18SDMT (E) 8.7 58 MD PROD EPR 00 IN EXISTING RACK A PANEL (E) IN EXISTING RACK A PANEL (E) 1.7 LLI 0... W 5.4 10MDFr TEMP (N) 5.1 26DARY44 CE) 7.1 42FSBX60 (E) 3.8 8 18SDMTDF (E) 8.8 g STAGE 1 (E) � O O 5.5 11FFBX22 1.1 COMP 1-1 (E) 2.1 52 DEFR 1. cV (E) 5.2 27BVBX45 (E) 7.2 43SKMT61 (E) 1.2 UNLD1-1 (E) 2.2 2 52 REFR (ND O 5.6 12FMBX23 (E) 5.3 28SVDL47 (E) 7.3 44PRBX62 (E) Standard 8 R/O Board *4 1.3 UNLD1-2 (E) 2,3 53 DEFR (N) �n p"1 5.7 13BKFZ24 (E) 5.4 29SVFH46 (E) 7.4 51PZZA63 (E) IN EXISTING RACK C PANEL (E) 1.4 COMP 1-2 (E} 2.4 53 REFR (N) Standard 8 R/O Board *1 5.8 ABANDON (N) 5.5 30DELI48 (E) 7.5 45MTWR64 (E) 4.1 19SDMT (E) 1.5 COMP 1-3 (E) 2 5 55 DEER ea IN EXISTING RACK D PANEL (E) CE 6.1 05ECDR18 N) 6.2 LIQUID (E) 5.6 31CHES49 (E) 7.6 46PDPR65 (E) 4.2 19SDMTDF (E) 1 6 {E) 2 6 55 REFR (Nq 1.1 VSFAN (E) 6.3 1�IIOFF DEF TER (ND 5.7 32PR�D's0 (N) 7.7 47MTWR66 (E) 4.3 2OMOMT (E, 1 CC1 .7 (E) 2.7 (E) 1.2 COOL 1 (E) 5.8 7.8 48MTPR67 (E) 6.4 03SDJF DEF TER (N) 4.4 C21 DELI (Np 6.5 03SDJF TEMP-2 (Nj 6.1 8.1 SBCL 81 (E) ?.?DELI (Ej 1.8 (E) 2.8 (E) 1.3 COOL 2 CE) 6.2 034 MD PROD P-11 (Nj 8.2 LIQ TEMP (E) 4.5 1.4 COOL 3 (E) �� 6.6 03SDJF' TEMP-3 (N) 4.6 23RFDY (E) 8 Standard R/0 B o a r d *3 1.5 HTREC 1 (E) SYMBOL DESCRIPTION • 6.7 6.3 36BKBX57 (E) 8.3 3 21MDPR68 (E) 6.4 UNUSED (E) RefrOl (E) .. _ ; ri 4.7 IN EXISTING RACK A PANEL (E> 1.6 HTREC 2 (E, �� 8.4 AUXHT1 I 15 AMP 2 POLE FUSE e.:, 6.8 UNUSED 4.8 3.1 FAN 01 {E) 1.7 (E) '° 6.5 (E) 8.5 56 Ma PROD P-4 TEMP (N) . AUXHT2 (E) 2 SUCTION LINE SOLENOID ` ' qe. 8 Standard D/I Board *1 8 Standard D/I Board #2 8 Standard D/I Board *3 6.6 39DYBX57 (E) 8.6 56 MD PROD P-10 TEMP tNj *5 3.2 FAN 02 (E) 1.8 O Jr ,\ ,r IN EXISTING RACK A PANEL (E) IN EXISTING RACK A PANEL (E)_ IN EXISTING RACK A PANEL {E, 6.7 26MTHD58 (E) 8.7 56 DEFROST TERM (N) Standard 8 R/O Board 5 3.3 FAN 03 (E) 30 THERMAL MAGNETIC HACR CIRCUIT BREAKER. (°. `,� , w.'. 6.8 41MTBX59 (E) 8.8 IN EXISTING COND C PANEL (E) 3,4 Standard 8 R/0 Board #2 RE: R2 FOR RATING :;4_.: :b' `�51g 1.1 CMPR 1-1 (E) 2,1 HEAT REC (E) 3.1 1-5HITMP {E) - 25DARY (E) Q COMPRESSOR CONTACTOR WITH 1 N.O. AND 1 N.C. �... cam-1.2 CMPR 1-2 (E) 2.2 CMPR 2-1 (E) 3.2 2-1HITMP (E} 5.1 3.5# # 5.2 3.6 IN EXISTING RACK HVAC PANEL (Ej T,; co Z 26DARY (E) E l(- i -"S n 'Y� .. mil. AUXILIARY CONTACT RE� R2 � &:�, . ,� � � a 1.3 CMPR 1-3 (E) 2.3 CMPR 2-2 (E) 3.3 2-2HITMP (E) 8 Standard D/I Board 1 8 Standard D/I Board *2 2.1 ANTISWT1 E 50 THERMOSTAT {,��.y ., 1.4 CMPR 1-4 (E) 2.4 OILFAIL2 (E) 3.4 IN EXISTING RACK C PANEL (E) IN EXISTING RACK C PANEL (E) 5.3 27BVBX (E) 3.7 ANTISWT2 (E) 2 2 C5,4),,;„':' d 1.5 CMPR 1-5 (E) 2.5 1-1HITMP (E) 3.5 1.1 CMPR 1-1 (E) 2.1 CMPR 2-1 (E) 5.4 29SVFS {E, 3.8 2 3 MiscRy (E, O BODY COOLING FAN . ,�}� PHASELOS 1-2HITMP 1.2 CMPR 1-2 (E) 2.2 CMPR 2-2 (E) 5.5 28SVDL (E) X77 ,` w 1.6 (E) 2.6 (E) 3.6 LOW GAS (E) 1-3HITMP 1.3 CMPR 1-3 (E) 2,3 CMPR 2-3 (E) 5.6 3ODELI (E) 2.5 ONRCOPELANDSI4D COMPRESSOR MODEL) J 1.7 2 (E) 3.7 1 8 OILFAIL1 (E) 2 8 1-4HITMP (E) 3 8 1.4 CMPR 1-4 (E) 2.4 CMPR 3-1 (E) 5.7 31CIES (Nj CMPR 1-4 CMPR 3-2 5.8 32PROD 00 2.6 COMPRESSOR TERMINAL BLOCK 1.5 (E) 2.5 (E) - 2.7 • CRANKCASE HEATER Standard 8 R/O Board *1 Standard 8 R/0 Coard *2 Standard 8 R/O Board *3 1.6 LOW GAS (E) 2 6 2.8 IN EXISTING RACK A PANEL (E) IN EXISTING RACK A PANEL (E) IN EXISTING RACK A PANEL (E) 1.7 OIL FAIL (E) 2.7 1-1HITMP (E) Standard 8 R/O Board *6, • 10 AMP 2 POLE CIRCUIT BREAKER 1.1 CMPR 1-1 (E) 01 SDFJ (E) 14 DTFP (E, HEAT REC (E} 1-2HITMP (E) IN EXISTING RACK C PANEL (E) 0 LOW PRESSURE SWITCH 2.1 3.1 1.8 2.8 1.2 CMPR 1-2 (E) 2.2 01SDFJDF (E) 3.2 14DTFPDF (E) 6.1 M 12 SOLID STATE OIL PRESSURE CONTROL l T , 1 C.:I.) .3 CMPR 1-3 (E) 2.3 02 SDFJ (E) 3.3 05K+DR (N) 8 Standard D/I Board *3 Standard 8 R/O Board #1 6.2 '4 PROD N 1.4 CMPR 1-4 (E) 2.4 02SDFJDF (E) 3.4 05KARDF (ND IN EXISTING RACK C PANEL (E) IN EXISTING RACK C PANEL (E) 6.3 36BKBX (E) 2.5 1.5 CMPR 1-5 (E) 03KDR (Nj 3.5 06ICDR (N) 3.1 1-3HITMP (E) 1.1 CMPR 1-1 (E) 6.4 37FLBX (E) < i> RED DEFROST INDICATOR LIGHT •1.6 HT REC (E) 2.6 03KDRDF 00 3 6 081CDROF (Nj 3.2 1-4HITMP (E) 1.2 UNLD 1-1 (E) 6 5 38FLWR {E, O O EVAPORATOR PRESSURE REGULATOR WITH SUCTION STOP SOLENOID RE: R2 1.7 CMPR 2-1 (E) 2.7 04 DTFP (E) 3.7 3.3 2-1HITMP (E) 1.3 CMPR 1-2 (E) 6.6 39DYBX (E) ® DEFROST CIRCUIT BREAKER Z P 1.8 CMPR 2-2 (E), 2.8 04DTFPDF (E) 3.8 3.4 2-2HITMP (E) 1.4 CMPR 1-3 (E) 6.7 40MTHD (E) RE: R2 4 3.5 2-3HITMP (E) 1.5 CMPR 1-4 (E) 6.8 4OMTHDDF (E) SYSTEM LAYOUT AND I/O SCHEDULE Standard 8 R/O Board *4 Standard 8 R/O Board *5 3.6 3-1HITMP (E) 1.6 HEAT REC (E) ® REFROST CONTACTOR IN EXISTING RACK A PANEL (E) IN EXISTING RACK A PANEL (E) 3-2HITMP CMPR 2-1 17 DEFROST TERMINATION THERMOSTATS. 3.7 (E) 1.7 (E) 4.1 08 MDFF (N) 5.1 12 FMBX (E) 3.8 1.8 UNLD2-1A (E) RE R1, WIRED IN SERIES Emluill 4.2 O8MDFFDF (N) 5.2 12FMBXDF (E) 18 SINGLE POLE DOUBLE THROW RELAY WITH 208V COIL 4.3 09 MDFF W 5.3 HOT GAS (E) COM-TROL COMBINATION DIGITAL OUTPUT/ANALOG 0 11"1"11i 4.4 09MDFFOF CO 5.4 13 BKFZ (E) INPUT MODULE Z K) MDFF 00 13BKFZDF (E) PDB POWER DISTRIBUTION BLOCK O 4.5 5<5 � 4.6 10�FFDF 0a 5.6 77 MDFF (E) FACTORY WIRING � `j o 4.7 11 FFBX (E) 5.7 SBCLF-A1 (E) ____ 11FFBXDF {E, SBCLR-A2 {E, 4.8 5.8 _ FIELD C WIRING OY ELECTRICAL CONTRACTOR. BELDON * 8761 OR 9461 OR EQUIVELENT Q 2/C-22AWG SHEILDED CABLE. Cilr-T-1. NON-SHEILDED 2C/22AWG BELDEN 8442 OR � EQUIVALENT LOW VOLTAGE WIRE. `j © P4 o � o 4•4 W IN a CL) p c.) oci, 4 a -, oci. DETAIL-A r..7.41 CPU BOARD `a` CASE SENSORS: ON DOOR OF ��, ..,:. MCS-4000 t THE STANDARD TEMPERATURE SENSOR(CON-TROL P/M 90T8002G01)IS CONTROLLER I � - TO BE PROVIDED AND MOUNTED BY THE REFRIGERATION CONTRACTOR. � , \ TANDARD 2.USE COM-TROL PROBE MOUNTING DISK(P/N:275814DH01)TO TEMPERATURE MOUNT STANDARD TEMPERATIRE SENSOR IN CASE. FOR COMMUNICATION : 3.THE STANDARD TEMPERATURE SENSOR IS TO BE MOUNTED 14 THE PRIMARY TERMINATIONS ■ DISCHARGE AR PLENUM. FOR COMMUNICATION TERMINATIONS a TERMINATIONS SEE DETAIL 6.18-3 G B B�" GND o �'! 4.REFRIGERATION CONTRACTOR TO PROVIDE 2/C-22AWG CABLE(BELDEN 8442 SEE DETAIL 6.18-3 DATA a \ OR EQUIVALENT)FROM EACH CASE TO INPUT BOARD ON APPROPRIATE RACK. POWER FUSES /DATA �°-^BLK I' '\ ELECTREAL CONTRACTOR TO PROVE COI4)UIT AS REQUIRED BY LOCAL CODE. POWER FUSES (3-AMPS) LOCAL �Ia GND(3-AMPS) BUS DATA .-RED ��=� J7 �� COOLER BOX TEMP SENSOR C� ® RELAY OUTPUT CARD �1�® ® MCS-4000 ANAL INPUT CARD ® �1� COOLER BOX P/N:40A8503501•WITH OVERRIDE SWITCHES P/N:40A6503002-WITHOUT OVERRIDE SWITCHES -,�-I-r-P1 MULTI-DECK "��AnyAM SPARE FUSESy CP/N=40A6506G011 / ® • DATA a (3-AMPS) �„u TYPICAL FIELD TEMANATIONS BY / DISCHARGE-•- 1 4114 •e-DATA o OUTPUT FUSE-3 AMPS -'®GO1a RS485 L 0 C AL NETWORK TERMINATION '� I I II REFRIGERATION CONTRACTOR TO µERA v■ '�-DATA (TYPICAL FOR 8 OUTPUTS) ,A H, s s 1,45663651 N N N BE LANDED ON TERAMNAL STRI, TEMPERATURE r 11111 t/1 •�� yE„SO„ EVAPORATOR 24 VAC G @,2vAC= RED '°"°12vAC AT EACH RACK CONTROLLER o =x %.M ' % A� ®CT 24 VAC / , $ RETURN% RETtR2N ®c7 CAUTION �� POWER IN D, ND e EEE2EEE ®Grm CAUTION EC(PSE TRANSDUCER REQUIRES r 11. CI e 12VAC POWER IN (SEE NOTE-2> •SVOC POWER NOT.12V0C1. / -ROTARY SWITCH FOR ®OVAL CWhTROL ANALOG NPUT TERMNALS HAVE -% 0 (/�7 SELECTNG 80ARD MJM�R TM• TM •svoc a.tto mW4aTETMaNS / / t o ci o 0 o g 2 o 1 2 o 1 ci o (i 2 o t ci ' (i Z U Z Z Z Z U 2 2 S Z Z �U Z Z v Z Z V Z m ZZy ■ >5 pg :: $ $4 s 9 7 2 1:E \TAi(E"RE TO TN7MMIATE TO.SVOC. ®� ®®®.�® ®®® ® ® ®®�®®®®®® ® - I r% COOLER BOX V d tf b` b` �` u` � D E T AIL B 0 © ©i © \�-oRAMN 0 / ROTARY SWITCH FOR I Hem B i�1 FELD TERMINATIONS BY / 0 REFRIGERATION CONTRACTOR TO / 0 SELECTING BOARD NUMBER LIQUn)LEVEL g L x1r1 ) BE LANDED ON TERM NAL STR� ACTIVITY LED �.O0q 0--.1-1 ®2-p-0o SENSOR BY OEM -' I� 4'F I-1I-� REO 111 DEFROST .L..1..1 (DIGITAL PIPUT) R L RELAY sVR CI) T / o ML PHASE LOSS PROTECTION•, ' :N' 'ip ®J� / --'- CONTACTOR ITT ^ (DIGITAL INPUT) _''/'_____ STATUS LED 1 ! f•y) FELD TERMINATION$BY (8 OUTPUTS) J '',;';'TERMINAL STRIA REFRIGERATION CONTRACTOR TO 31 JUl BE LANDED ON TERMWAL STRIP 9& am I GLASS DOOR REACH-IN OVERRIDE SWITCH 1 Al/DI �AI I -' �� >I, (8 OUTPUTS) 1____Hy1 COMPRESSORS @ocA Iws DEFROST TER�NATION SENORS AIR COOLED DETL A 'ttiiiiii.i O TYPICAL ATERMINATION AT CASES(TYPIC ) RED =TA CONDENSER oI.FAH..SWITCH (DIITAL II,UTS> ` GRN ® CCOH WH o ON MCS-4000 vO CARD FANS (SEE NOTE-1) (DIGITAL IPUT) -1 BLK ® -DATA a TYPICAL f'r MI( COOLER IOX TEAT SENSOR J I■ (CON-TROL PM:90T 7,1R) WARNING CONTROLLING OPTIONS.RE:6.1A 16 ANALOG INPUTS POWER RS485 LOCAL NETWORK ®a. ECLIPSE ® 1zVAC - TERMINATIONS ya- c�LE RED 0.- !ill: o IF RELAY OUTPUT CARD IS BEING USED FOR OIL FAILURE CONTROL, CAN ALSO TERMINATE DIGITAL INPUTS AT ANY INPUT - DRY CONTACT ONLY! PRESSURE 0 IELDE„••442 USE RELAY OUTPUT CARD THAT DOES NOT HAVE AI AND DI POINTS CAN BE MIXED. TRANSDUCER ® CT O AT I/0 CARDS r PEN,221 NL S" OVERRIDE SWITCHES (P/N=40AB503002). REFER TO DETAIL-A & NOTE-1 IF TERMINATING ANY DIGITAL POINTS. �� a GROUND o `'M10L«zsb °D USING RELAY OUTPUT CARD WITH OVERRIDE SWITCHES P� 12Y� • WILL VOID COMPRESSOR MANUFACTURER'S WARRANTY. NOTES 1. IF TERMINATING ONLY ANALOG INPUTS,KEEP JUMPER COOLER BOX SENSORS: NOTES: IN "AI" POSITION AS DIGITAL INPUTS FROM TS FACTORY. �.j® 1. REFRIGERATION CONTRACTOR TO PROVIDE AND MOUNT COOLER BOX SENSOR (MODEL • SHOWN ABOVE). IF TERMINATING ANY DIGITAL INPUTS (DRY CONTACTS ONLY), MOVE JUMPER TO "A1/DI" POSITION. 2.SENSOR TO BE MOUNTED IN CENTER OF RETURN AIR STREAM OF EVAPORATOR AND IN SUCH A POSITION 1. DO NOT RUN CONTROL WIRING WITHIN SAME CONDUIT AS SENSOR WIRING. WITH JUMPER IN "AI/DI" POSITION,ONE ANALOG AS TO PRECLUDE DAMAGE FROM NORMAL OPERATIONS. REFER TO DIAGRAM ABOVE. IF COOLER BOX HAS AND ONE DIGITAL INPUT ADDRESS WILL BE MORE THAN ONE EVAPORATOR,SENSOR SHOULD BE LOCATED IN RETURN AIR STREAM OF EVAPORATOR 2. CONNECTIONS TO N.O.OR N.C.CONTACTS ON RELAY BOARDS ASSIGNED TO SYSTEM. N NEAREST TO THE DOOR. MUST BE AS INDICATED TO PROVIDE CORRECT CONTROL. ili 1111 2. CAUTION:+5VDC ON TERMINAL BLOCKS TB4 & TB6. 1. RS485 LOCAL NETWORK CABLE TO BE 3/C-22AWG. 3.REFRIGERATION CONTRACTOR TO PROVIDE 2/C-22AWG (BELDEN •8442 OR EQUIVALENT)FROM TEMP IF FIELD DEVICE OR SENSOR REQUIRES BOX TO INPUT BOARD AT RACK. 12V, (BELDEN #8443 OR PENN *231 OR CAROL *C4O62) ELECTRICAL TERMINATE TO +12VDC TERMINALS ON (BELDEN TO PROVIDE CONDUIT ONLY AS REQUIRED BY CODE. T TERMINAL. BLOCK TB3 OR TB5. 4.DO NOT RUN ANALOG WIRING WITHIN CONDUIT CONTAINING LINE VOLTAGE OR CONTROL WIRING. ZCOM-TROL 8 R/O CARD PICAL COM-TROL 16 A/I CARD LOCAL NETWORK TERMINATIONS WAROLOCATION TS NTS NTS RE: 6.0A,6.2 NTS IIIIIMIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIMIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII E: 6.1A, 6.2 RE: 6.1A, 6.2 RE: 6.1A, 6.2 SHEET TITLE REFRIGERATION CONTROL WIRING DIAGRAM IA eference only -I- SHEET Not part of this permit R4 ' GENERAL NOTES REVISIONS 1. FIRE ALARM SYSTEM SHALL BE MODIFIED, INSPECTED, AND MAINTAINED IN ACCORDANCE WITH SPECIFICATION SECTION 283111 - DIGITAL, ADDRESSABLE SYSTEM. 2. THESE DRAWINGS ARE PROVIDED FOR REFERENCE AND CONTRACTOR BIDDING INFORMATION ONLY. WHEN REQUIRED BY T THE AUTHORITY HAVING JURISDICTION, THE FIRE ALARM CONTRACTOR SHALL PREPARE AND SUBMIT SHOP DRAWINGS -it SHOWING ADDITIONS TO THE EXISTING SYSTEM FOR PERMIT AND APPROVAL.ID 0 0 (, F111 ) 3. FIRE ALARM SYSTEM WORK MAY INCLUDE REMOVAL AND 2 9 j 10.8 DISPOSAL OF ALL EXISTING EQUIPMENT, WIRING AND COMPONENTS THAT ARE NOT REUSED. THE FIRE ALARM CONTRACTOR SHALL I I HAVE EXCLUSIVE SALVAGE RIGHTS TO THE REMOVED EQUIPMENT UNLESS OTHERWISE DIRECTED BY THE CONSTRUCTION MANAGER. (F106) 4, ALL WIRING USED IN THE FIRE ALARM/MONITORING SYSTEM INSTALLATION: MINIMUM 18-GAUGE, 300-V, FPL, INSTALLED IN EMT ,. OR FLEXIBLE CONDUIT. WHERE WIRE CAN BE RUN IN SPACES , . ... ;111 . , 0 --1-- ------1__--__--.-----_--.------.___--__----_ ABOVE CEILINGS CONDUIT I S NOT REQUIRED. 2 , 1 � I ! 5. ALL CONDUIT AND JUNCTION BOXES SHALL BE CONCEALED IN 401r 401V , PUBLIC ACCESSIBLE (RETAIL SALES AREAS) AREAS. CONDUIT AND ARCH.PROJECT NO. JUNCTION BOXES IN NON-PUBLIC ACCESSIBLE AREAS (INCLUDING (;F106 I ----- THE DOCK RECEIVING AREA) MAY BE SURFACE MOUNTED, -. �� rr. • , DRAWN 0 � " `` 2 ; ! 3 6.. VERIFY INSTALLATION OF WIRING FROM EXISTING DACT TO BBH 4 ; '7-7 "7's*,,; _, ;, , \ !, � 3 1-,`� MODULES. SHALL VE�'IF Y WIRING F ROHE, ___,„ , , ; , ` ' DACT TO THE TWO RJ-31X CROSS CONNECTION JACKS AT THE CHiG1 ED, . , , , RECEPVIN (F103) X145) , TELEPHONE TERMINAL BOARD (DEMARK). WHERE TELEPHONE TJ ROOM F 1 O 1) - - 1.9 SERVICE IS NOT FUNCTIONAL, WIRING SHALL BE REPLACED OR •�o REPAIRE D AS PART OF THIS WORK. r 07/0$ CEIVING A BULK FOOD PREP. 7. THE GEL CELL, TRICKLE CHARGED BATTERIES ARE SIZED TO , O' ICE &DRY STOAGE OPERATE THE SYSTEM IN NORMAL SUPERVISORY CONDTION FOR , PRODUCE H 24-HOURS WITH ADEQUATE RESERVE TO OPERATE SYSTEM IN RECEIVING; ALARM CONDITION FOR AN ADDITIONAL 5-MINUTES. OTBATE , ' i W °r' 8. NEW INITIATING DEVICE CIRCUITS OR SIGNALING CIRCUITS SHALL i �\ MATCH CLASS AND STYLE OF EXISTING CIRCUITS._ 1 = Y . ITERIA SETT 1 ° `�JO i 9. THE FOLLOWING ITEMS SHALL BE VERIFIED AS EXISTING OR i FURNISHED NEW BY THE CONTRACTOR a A. ALL FRE ALARM SYSTEM CONDUIT COMPLETE WITH PULL � _� CORDS. "lip, i, IP*1 Ilia . , , ' , '0 , B. PRIMARY POWER FROM A 20A BREAKER IN NEARBY PANEL i , TO THE FACP AND DACT { ------- ■11!. \., ; �.�• • _ _ �',x., PRODUCE C. COMMUNICATION WIRING IN CONDUIT FROM THE TELEPHONE o 44&°w g 0 -_ ! ✓, J ..-. COOLER y TERMINAL BOARD "DEMARK" TO THE DACT. 2aAO � � -' I I „ / D. CONDUIT (FLEX OR EMT) FROM FACP TO ALL ALARM AND �ow a r:V8 g All �.. e , _ : o 0 F146) ,,.. aw vw vov z; MS _ ES, NOTIFICATION APPLIANCES, c� a x0� i � K r � _ _...__... ��. SUPERVISORY INITIATING DEVIC OTIFICATION APPL p o°�: ri , AND ANCILLARY SYSTEM EQUIPMENT CONNECTED TO xw'3 µ ° ° i THE FACP. WHERE WIRE MAY BE CONCEALED ABOVE $ Br � K_ FROZEN / ! 1 CEILINGS CONDUIT IS NOT REQUIRED UNLESS REQUIRED BY �o�'o� ° FOOD DELI ,, FISH E o i MEAT LOCAL JURISDICTION. GROCERY COO BR FREEZER DAIRY/ w I BEVERAGE , ° r-- STORAGE x w �' a / WRAP COOLER 1 ! 1 ,, ..--.) .s.g6c-).- L__ , E. JUNCTION BOXES AND COVERS NECESSARY FOR MOUNTING �o�wROZ ^ , • COOLER . ..�........, i...:.; N ° ° ES, w �aaw� b _ 1- OF ALARM AND SUPERVISORY VITIATING DEVIC J COOALER _� K� NOTIFICATION APPLIANCES, AND OTHER FIRE ALARM x ��A c� I:�-_ _ . . ._;. r _-x . :,_• ,-.-_z � _, ..�.-..r,� = z,_._ ..r:- , .-�� Y . � ; T -F_r_ I PLANS.I r ,1 ; COMPONENTS UNLESS OTHERWISE NOTED ON THE Mr. 8.., 7. 1 w t_ ' KEYED NOTES . . Luz � i ,_F PRODUCE BEE• I �, '� 0 - PREP. (F106) COOLER 0 , 7 .. F101 EXISTING HONEYWELL 5924 FIRE ALARM CONTROL PANEL TO Cn ._. . .__. . . _. SERVICE ,, - �,� a_� REMAIN. CONTRACTOR SHALL VERIFY PRESENCE AND INTEGRITY 0 z DELI 4 i \�� F148 /'� OF ALL INITIATING DEVICE, SIGNALING LINE AND NOTIFICATION .., APPLIANCE CIRCUITS. UPGRADE, RELOCATE OR REPLACE CIRCUITS T ,, A i ' + L-,...0 AS REQUIRED TO PROVIDE A COMPLETE AND FUNCTIONAL FIRE `'" r�i lel ---- ----- . , 1 �- Q- _ _ -__ _ _- - - — - -_ .- - _- ALARM SYSTEM PER NFPA 72. REPLACE EXISTING BATTERIES i... = <•------ - _ L` .. e s J I 2 �. --�-., CAPACITY. T 1"'� U - _, co J LL �;�.r F102 EXISTING WET & DRY PIPE FIRE SPRINKLER RISERS TO REMAIN. �.,� I F106 =� I CONTRACTOR SHALL VERIFY PRESENCE AND INTEGRITY OF •67,_ `� !(2 (F1 EXISTING FIRE ALARM CIRCUITS BETWEEN WATER FLOW ';' a ui I SWITCHES, VALVE SUPERVISORY SWITCHES, AIR PRESSURE ¢ w SWITCHES AND FACP. VERIFY PROPER RECEIPT OF FIRE ALARM °- �„� " AND SUPERVISORY SIGNALS AT FACP UPON SWITCH OPERATION. z �- N o RELOCATE, UPGRADE OR REPLACE CIRCUITS AS REQUIRED TO W la � , I ENSURE PROPER FUNCTION OF FIRE ALARM, a �' o ____ ._ _____. ._.______ - - F103 EXISTING FIRE ALARM ANNUNCIATOR PANEL TO REMAIN. ° a I CONTRACTOR SHALL VERIFY PRESENCE AND INTEGRITY OF T . EXISTING DATA CIRCUIT BETWEEN ANNUNCIATOR AND FACP. Syr I RELOCATE, UPGRADE, OR REPLACE CIRCUIT AS REQUIRED TO Y.. (: -5----- I I ENSURE PROPER FUNCTION OF FIRE ALARM SYSTEM. C 'F10:7, F104 EXISTING MANUAL FIRE ALARM PULL STATION TO REMAIN. I CONTRACTOR SHALL VERIFY PRESENCE AND INTEGRITY OF EXISTING CIRCUIT BETWEEN PULL STATION AND FACP. RELOCATE, UPGRADE, OR REPLACE CIRCUIT AS REQUIRED TO �E � � y ENSURE PROPER FUNCTION OF FIRE ALARM SYSTEM. mac. . 0 e �0 ': 1 i w �S Fr 4 6 • 1 -9 a �? s-s- �--� F105 REPLACE EXISTING HEAT DETECTOR ABOVE FACP WITH NEW . 0 ' , M SMOKE DETECTOR IN ORDER TO COMPLY WITH NFPA 72 Pr (2002) 4,4.5. SMOKE DETECTOR SHALL BE LISTED COMPATIBLE \ l ,,/ '� WITH FACP. PROVIDE SUPERVISED, RESETTABLE POWER TOvfi C7 DETECTOR FROM FACP, VERIFY PRESENCE AND INTEGRITY OF ., ,r , �` 4 ' F108) EXISTING MONITORING CIRCUIT BETWEEN DETECTOR AND F106 I z FACP. RELOCATE, UPGRADE, OR REPLACE CIRCUIT AS REQUIRED JUN 0 4 2008 } I I © TO ENSURE PROPER FUNCTION OF FIRE ALARM SYSTEM. al , , ommommommommommummo E C7 A F106 EXISTING FIRE ALARM NOTIFICATION APPLIANCE TO REMAIN. E . I TEST EACH APPLIANCE FOR PROPER FUNCTION AND REPAIR ' I OR REPLACE AS REQUIRED TO ENSURE PROPER FUNCTION OF El I FIRE ALARM SYSTEM. F107 EXISTING FIRE ALARM NOTIFICATION APPLIANCE TO BE N REMOVED TO FACILITATE BUILDING REMODEL/ADDITION. • I F10 8 INSTALL NEW FIRE ALARM NOTIFICATION APPLIANCE FOR CD 0 ( RECESSED BUILDING ADDITION.O N WALL MOUNT APPLIANCE ON RECESSE E �- �- ° ° ' E J-BOX AT 8'-6" AFF. CONDUIT TO APPLIANCE SHALL BE Z P4 , I CONCEALED IN WALL. CONNECT TO NEARBY EXISTING __-__ I Z 0 Eisio RTU-1 NOTIFICATION APPLIANCE CIRCUIT IF ADDITIONAL CAPACITY F149 ' EXISTS. IF NEARBY NOTIFICATION APPLIANCE CIRCUITS DO NOT HAVE SUFFICIENT CAPACITY FOR ADDITIONAL APPLIANCES, �- _ RTU_, a I --*0 INSTALL NEW NOTIFICATION CIRCUIT POWER SUPPLY ADJACENT M■■"M TO EXISTING FACP AND PROVIDE NEW NOTIFICATION CIRCUIT E"."4 Ema"4 0 Z FOR APPLIANCES. CA MT 0 F109 INSTALL NEW SMOKE DETECTORS IN SUPPLY AND RETURN Cl') Cla II (F10- ! DUCTS OF NEW ROOF TOP HVAC UNIT IN EXCESS OF 2 000 r CFM TO SERVE BUILDING ADDITION. POWER TO DETECTORS I MAY BE 12 VDC FROM FACP OR 120 VAC FROM BUILDING POWER DISTRIBUTION SYSTEM. CONNECT RELAY ON cz 9 0 --k4 44r, 4 PK F1071 DETECTORS TO HVAC UNIT CONTROLS TO AUTOMATICALLY Q .. DETECTOR ACTIVATION. CONNECT 44 • ___ �� SHUT DOWN UNIT UPON DETEC 0 C W TO SIGNALING �L SPARE SET OF CONTACTS ON DETECTOR 0 S G- ID)us __ ___,, : S E SE , LINE CIRCUIT FROM EXISTING FACP TO PROVIDE OFF-PREMISE 0 p . ,, , MONITORING OF DETECTOR ACTIVATION. PROGRAM OPERATION � OF DUCT SMOKE DETECTORS AS A SUPERVISORY SIGNAL. Q �I '�h OVEN F110 EXISTING SMOKE DETECTOR TO REMAIN. CLEAN AND ADJUST AREA I � DETECTOR ENSURE PROPER RESPONSE. T AND INTEGRITY TO aF EXISTING FIRE ALARM CIRCUITS VERIFY BETWEEN WI I DETECTORS AND FACP. RELOCATE, UPGRADE OR REPLACE r''''. H CIRCUITS AS REQUIRED TO ENSURE PROPER FUNCTION OF FIRE ' ' SYSTEM. immlimmommimmimmommmm 1 F111 EXISTING REMOTE POST INDICATOR VALVE WITH TAMPER SWITCH REMAIN. CONTRACTOR ,,, AND INTEGRITY OF EXI T EXISTING FIRE ALARM CIRCUIT BETWEEN EN BAKERY ..i I . , 11::) to) TAMPER SWITCH AND FACP. VERIFY PROPER RECEIPT OF SUPERVISORY SIGNAL AT FACP UPON SWITCH OPERATION. ■ RELOCATE, UPGRADE OR REPLACE CIRCUIT AS REQUIRED TO (F108 ENSURE PROPER FUNCTION OF FIRE ALARM. c F146 } 4 I CI 1 --x -� F104 ` 1 ICIIIII 1111 } BAKERY / FREEZER ._ / �- - G4 Qc::14 4 *. k f II : ' H (F106) , 0 C — -- - - — —1- U ....1bizg. v‘ r i ,r i (F106 - B.1 4-106-)MEN'S WOMEN'S � ''�°� , I (F103 - i ��-- - '---------,-- - -- ---- - ---- - - --._. _ - - - - ------- ------ __-_- - ---- ---- - - ----------'- -- -;----- ------ ----- ' ----- ----- - --- -------- _-__. - - �----- - ---- - -__ j • 11 C11 OOM PIZZA �-- ,- . ,,ROM w PRE wQ `4 1 V VI� EXIT - ---- - - --__ -------400,i A M ..�. � , (F106 �F106 / ' . : ENTRY / 1 F106 ) , - �,- • j a MINN !MINN ;Ii , I 1 1._,____........... ar. ■ 0i - - ---f--+ 1--4 o--3 ..-4 t..,—.r--* t--.1 -----1--1 ------,_, c......t r6-1 t , ' i...," I--"'" ''.-4 s.....1 L." 1.--.' `••-1 ',....1 ' —r— t—x-----,— t.....r „...„------, t.—J , A # i -, ' -4, N N4 7 . 'I 1 , , , , , , , , . , , , , , , , 1 , . , , , , I I..................... 1 , , , , E ; ------— SHEET TITLE i I FIRE ALARM/ MONITORING SYSTEM PLAN 6 ® 3 9 6 'j FI ALARM NITGRING SYST 8 PLAN • • 11 3/i2" 1'-0" NORTHm ..................... efor nee fly SHEET Not part of this permit F I. • 1 1 ' GENERAL NOTES ' REVISIONS 1. FIRE ALARM SYSTEM SHALL BE MODIFIED, INSPECTED, AND MAINTAINED IN ACCORDANCE WITH SPECIFICATION SECTION 283111 - DIGITAL, ADDRESSABLE SYSTEM. 2. THESE DRAWINGS ARE PROVIDED FOR REFERENCE AND ' ; CONTRACTOR BIDDING INFORMATION ONLY. WHEN REQUIRED BY THE AUTHORITY HAVING JURISDICTION, THE FIRE ALARM CONTRACTOR SHALL PREPARE AND SUBMIT SHOP DRAWINGS PGP SHOWING ADDITIONS TO THE EXISTING SYSTEM FOR PERMIT AND - APPROVAL. 3. FIRE ALARM SYSTEM WORK MAY INCLUDE REMOVAL AND 0 ,_ _ _._ ,_ __ __ _ _ _ _ _ __ _ __ _ ___ _ _ _ _ . JUNCTION BOX ABOVE / —� CONDUIT CONCEALED - - " DISPOSAL OF ALL EXISTING EQUIPMENT, WIRING AND COMPONENTS CEILING (ATTACH TO ( F110 i Elia..•", THAT ARE NOT REUSED. THE FIRE ALARM CONTRACTOR SHALL STRUCTURE) IN WALL (TYPICAL) BREAKROOM OFFICE - ;� HAVE EXCLUSIVE SALVAGE RIGHTS TO THE REMOVED EQUIPMENT _{_ _ FIRE ALARM UNLESS OTHERWISE DIRECTED BY THE CONSTRUCTION MANAGER. ----i ANNUNCIATOR ,�, OFFICE i��I ice; II ti MIN E 4. ALL WIRING USED IN THE FIRE ALARM/MONITORING SYSTEM (F106) LECT. '� 0" t� INSTALLATION MINIMUM 18-GAUGE 300-V FPL INSTALLED IN EMT �I■■I ( F 110 -- CONF RENCE s , ` �� I OR FLEXIBLE CONDUIT. WHERE WIRE CAN BE RUN IN SPACES • 11 / E : iE ABOVE CEILINGS CONDUIT IS NOT REQUIRED. t.#4 ---c i�; 1 .. --- , OFFICE (F106) 5. ALL CONDUIT AND JUNCTION BOXES SHALL BE CONCEALED IN LI* ,/ 1 PUBLIC ACCESSIBLE (RETAIL SALES AREAS) AREAS. CONDUIT AND FIRE ALARM ZONE �� ' OFFICE # t - ARCH.PROJECT NO. PLACARD r� L JUNCTION BOXES IN NON-PUBLIC ACCESSIBLE AREAS (INCLUDING RE: F1.2-10 i. eisab�,$ THE DOCK RECEIVING AREA) MAY BE SURFACE MOUNTED. _1 '� MANUAL PULL DRAWN 6. VERIFY INSTALLATION OF WIRING FROM EXISTING DACT TO BBH STATION RJ-31X MODULES. CONTRACTOR SHALL VERIFY WIRING FROM THE 54" ' <(/, DACT TO THE TWO RJ-31X CROSS CONNECTION JACKS AT THE CHECKED 48" (--5---) TELEPHONE TERMINAL BOARD (DEMARK). WHERE TELEPHONE GTJ RECESSED JUNCTION SERVICE IS NOT-FUNCTIONAL, WIRING SHALL BE REPLACED OR BOX (TYPICAL) -` REPAIRED AS PART OF THIS WORK. SUBMITTAL DATES 7. THE GEL-CELL, TRICKLE CHARGED BATTERIES ARE SIZED TO 03/07/08 OPERATE THE SYSTEM IN NORMAL SUPERVISORY CONDITION FOR 24-HOURS WITH ADEQUATE RESERVE TO OPERATE SYSTEM IN ALARM CONDITION FOR AN ADDITIONAL 5-MINUTES. OTB DATE FIRE ALAR.IN4 ELEVATION AT 8. NEW INITIATING DEVICE CIRCUITS OR SIGNALING CIRCUITS SHALL MAIN ENTRANCE OFFICE MEZZANINE FIRE ALARM PLAN / N MATCH CLASS AND STYLE OF EXISTING CIRCUITS. CRITERIA SET W-1 40 NTS NTS 3/i2" 1'-0" NORTH 9. THE FOLLOWING ITEMS SHALL BE VERIFIED AS EXISTING OR FURNISHED NEW BY THE CONTRACTOR �A A. ALL FIRE ALARM SYSTEM CONDUIT COMPLETE WITH PULL 4Wodx CORDS. tVA5E° B. PRIMARY POWER FROM A 20A BREAKER IN NEARBY PANEL TO THE FACP AND DACT oC. COMMUNICATION WIRING IN CONDUIT FROM THE TELEPHONE I TERMINAL BOARD "DEMARK" TO THE DACT. V .p -i' �o z w § D. CONDUIT (FLEX OR EMT) FROM FACP TO ALL ALARM AND Uww a0E-,Ug Aig SUPERVISORY INITIATING DEVICES, NOTIFICATION APPLIANCES, 51v a oo it AND ANCILLARY SYSTEM EQUIPMENT CONNECTED TO 5wawo� TWISTED/SHIELDED FPL CABLE THE FACP. WHERE WIRE MAY BE CONCEALED ABOVE Ag 41° p-g POST INDICATING VALVE FOR ZONEX DATA LOOP. �w wv�0o CEILINGS CONDUIT IS NOT REQUIRED UNLESS REQUIRED BY egOggQ RE= F1.2-9 FIRE ALARM JUNCTION BOX o LOCAL JURISDICTI ON. , � � ��(MOUNTED ON BOTTOM OF TO FACP E. JUNCTION BOXES AND COVERS NECESSARY FOR MOUNTING gemiaq�� t 'WEATHER-PROOF SUPERVISORY JOIST) (RUN WIRE ON TOP LOOM CLAMP ADDRESSABLE POPIT ZONE OF ALARM AND SUPERVISORY INITIATING DEVICES, NIIIIN A TAMPER SWITCH (PROVIDED BY �, OF BOTTOM CHORD) NOTIFICATION APPLIANCES, AND OTHER FIRE ALARM FIRE SPRINKLER CONTRACTOR. MODULE. LABEL WITH DEVICE �,' - -,,, ADDRESS ON MODULE COVER COMPONENTS UNLESS OTHERWISE NOTED ON THE PLANS, EXCEPTION TO 5 LIMIT RULE) �.�C[ 11 IIII ,fr\ 4 / ' KEYED NOTES , , CONDUIT i °'� 1 T (F106) LIU WEATHER-' �•! TRANSITION �� I �� F101 EXISTING HONEYWELL 5924 FIRE ALARM CONTROL PANEL TO CO N COUPLI G FR' UNDERGROUND t�-`°� , ' REMAIN. CONTRACTOR SHALL VERIFY PRESENCE AND INTEGRITY 0 Pi k ` ,.-A/V OF ALL INITIATING DEVICE, SIGNALING LINE AND NOTIFICATION IX TO FL T) trl? "--il �� .� APPLIANCE CIRCUITS. UPGRADE, RELOCATE OR REPLACE CIRCUITS Ft o 2 AS REQUIRED TO PROVIDE A COMPLETE AND FUNCTIONAL FIRE �;' ii ii iiPii ig—i ii=4 �3' w o0 +� � ,,,x„110.11. tills ." _ v ALARM SYSTEM PER NFPA 72. REPLACE EXISTING BATTERIES I""' z < 4 g C �' ', E " ` �� Q INSIDE FRCP CABINET WITH BATTERIES OF THE SAME SIZE AND �'�' .� ,. 8 MIN - -- - LU 1"" FQ o, I >~: II 1IML. r t CAPACITY. X 0 "`, � �. I COMPRESSOR ZOOM ; 0. Fi _ • h ►_.� i ■r�- ,a air- SINGLE GANG STEEL ®% �1 F102 EXISTING WET & DRY-PIPE FIRE SPRINKLER RISERS TO REMAIN. b v' W N/I 1 1111 JUNCTION BOX (WITH III CONTRACTOR SHALL VERIFY PRESENCE AND INTEGRITY OF W p,ril MOUNTING PROVISIONS *P4111141111 � / STEEL JUNCTION BOX COVER 1/2" METAL FLEX EXISTING FIRE ALARM CIRCUITS BETWEEN WATER FLOW Q C° VI IA 1 AS REQUIRED) / SWITCHES, VALVE SUPERVISORY SWITCHES, AIR PRESSURE 0 < Cr W M <<,°P 4 PLATE. PERMANENTLY LABEL CONDUIT BURIED SCH-80 "SECURITY" SWITCHES AND FRCP. VERIFY PROPER RECEIPT OF FIRE ALARM z W ao CONDUIT To CONTACTS ON INITIATING AND SUPERVISORY SIGNALS AT FACP UPON SWITCH OPERATION. W cn ,y RE F1,2-2 DEVICE (PROVIDE CONDUIT EXTERIOR FIRE ALARM JUNCTION DUCT SMOKE DETECTOR RELOCATE, UPGRADE OR REPLACE CIRCUITS AS REQUIRED TO E INSTALLED BY MECHANICAL ENSURE PROPER FUNCTION OF FIRE ALARM. a. WHERE REQUIRED) BOXES SHALL BE WEATHER-PROOF CONTRACTOR ' (1)COMPLY WITH LOCAL INSTALLATION COMPLY WITH LOCAL INSTALLATION Y x REQUIREMENTS IF MORE RESTRICTIVE RE: MECHANICAL PLANS F103 EXISTING FIRE ALARM ANNUNCIATOR PANEL TO REMAIN. p., REQUIREMENTS IF MORE RESTRICTIVE _ i CONTRACTOR SHALL VERIFY PRESENCE AND INTEGRITY OF EXISTING DATA CIRCUIT BETWEEN ANNUNCIATOR AND FACP. RELOCATE, UPGRADE, OR REPLACE CIRCUIT AS REQUIRED TO ENSURE PROPER FUNCTION OF FIRE ALARM SYSTEM. F104 EXISTING MANUAL FIRE ALARM PULL STATION TO REMAIN. CONTRACTOR SHALL VERIFY PRESENCE AND INTEGRITY OF J POPIT MODULE MOUNTiNG DETAIL DUCT SMOKE DETECTOR DETAIL EXISTING CIRCUIT BETWEEN PULL STATION AND FACP. POST INDICATING VALVE MECHANICAL MEZZANiNE FIRE ALARM PLAN RELOCATE, UPGRADE, OR REPLACE CIRCUIT AS REQUIRED TO ��°�� ,, (7'\I / ENSURE PROPER FUNCTION OF FIRE ALARM SYSTEM. �h GINE. ,.t/0 NTS NTS NTS NTS NTS NTS 3/i2" 1'-0" ��( 5R�71P� NORTH e F105 REPLACE EXISTING HEAT DETECTOR ABOVE FACP WITH NEW SMOKE DETECTOR IN ORDER TO COMPLY WITH NFPA 72 (2002) 4.4.5. SMOKE DETECTOR SHALL BE LISTED COMPATIBLE ','';,4 2� � WITH FACP. PROVIDE SUPERVISED, RESETTABLE POWER TO 17.............s �` o .�-- �DETECTOR FROM FACP. VERIFY PRESENCE AND INTEGRITY OF P Y L -EXISTING MONITORING CIRCUIT BETWEEN DETECTOR AND FACP. RELOCATE, UPGRADE, OR REPLACE CIRCUIT AS REQUIRED JUN 4 100$TO ENSURE PROPER FUNCTION OF FIRE ALARM SYSTEM. F106 EXISTING FIRE ALARM NOTIFICATION APPLIANCE TO REMAIN. TEST EACH APPLIANCE FOR PROPER FUNCTION AND REPAIR OR REPLACE AS REQUIRED TO ENSURE PROPER FUNCTION OF FIRE ALARM SYSTEM. F107 EXISTING FIRE ALARM NOTIFICATION APPLIANCE TO BE N REMOVED TO FACILITATE BUILDING REMODEL/ADDITION. 0 0 F108 INSTALL NEW FIRE ALARM NOTIFICATION APPLIANCE FOR BUILDING ADDITION. WALL MOUNT APPLIANCE ON RECESSED Z g:14 J-BOX AT 8'-6" AFF. CONDUIT TO APPLIANCE SHALL BE EXISTING ANNUNCIATOR CONCEALED IN WALL. CONNECT TO NEARBY EXISTING PANELS TO REMAIN NOTIFICATION APPLIANCE CIRCUIT IF ADDITIONAL CAPACITY EXISTS. IF NEARBY NOTIFICATION APPLIANCE CIRCUITS DO NOT HAVE SUFFICIENT CAPACITY FOR ADDITIONAL APPLIANCES, 0 INSTALL NEW NOTIFICATION CIRCUIT POWER SUPPLY ADJACENT Z TO EXISTING FACP AND PROVIDE NEW NOTIFICATION CIRCUIT Q IIIIIIIII FOR APPLIANCES. E a 111 CI CI F109 INSTALL NEW SMOKE DETECTORS IN SUPPLY AND RETURP DUCTS OF NEW ROOF TOP HVAC UNIT IN EXCESS OF 2 00 E 0 f:4 4.] Ei El El CFM TO SERVE BUILDING ADDITION. POWER TO DETECTORS MAY BE 12 VDC FROM FACP OR 120 VAC FROM BUILDING 0 . .k.4 < 104 POWER DISTRIBUTION SYSTEM. CONNECT RELAY ON DETECTORS TO HVAC UNIT CONTROLS TO AUTOMATICALLY 0 imiT4 p 0 SHUT DOWN UNIT UPON DETECTOR ACTIVATION. CONNECT 1,,,,,„1„.4 IN SPARE SET OF CONTACTS ON DETECTOR TO SIGNALING p LINE CIRCUIT FROM EXISTING FACP TO PROVIDE OFF-PREMISE C) 9114 MONITORING OF DETECTOR ACTIVATION. PROGRAM OPERATION C CA IIIMI OF DUCT SMOKE DETECTORS AS A SUPERVISORY SIGNAL. 4 Q 4t , 1 F110 EXISTING SMOKE DETECTOR TO REMAIN. CLEAN AND ADJUST c) c.,, DETECTOR TO ENSURE PROPER RESPONSE. VERIFY PRESENCE AND INTEGRITY OF EXISTING FIRE ALARM CIRCUITS BETWEEN Nkr) F1111 DETECTORS AND FACP. RELOCATE, UPGRADE OR REPLACE CIRCUITS AS REQUIRED TO ENSURE PROPER FUNCTION OF FIRE SYSTEM. NIIIIIIIIIIIINIIIIIIIIIIIIIIIIIIIIIIIIIIIIINIIINIIIIIINNIIIIIII lir F111 EXISTING REMOTE POST INDICATOR VALVE WITH TAMPER . H . .4 _ EXISTING INITIATING DEVICE ZONES SWITCH TO REMAIN. CONTRACTOR SHALL VERIFY PRESENCE —0\ Y L L AND INTEGRITY OF EXISTING FIRE ALARM CIRCUIT BETWEEN • 5924 TAMPER SWITCH AND FACP. VERIFY PROPER RECEIPT OF (EXISTING) VALVE TYPE WATER FLOW SWITCHES SUPERVISORY SIGNAL AT FACP UPON SWITCH OPERATION. RELOCATE, UPGRADE OR REPLACE CIRCUIT AS REQUIRED TO -'/VVi ---K--E---5 lir 2 ENSURE PROPER FUNCTION OF FIRE ALARM, PRESSURE TYPE WATER FLOW SWITCH 1 Q E UIPMENT LEGEND, 11111111111 ell ADD NEW APPLIANCES TO 40 VALVE SUPERVISORY SWITCHES SYMBOL DESCRIPTION MOUNTING DEVICE / REMARKS NEW OR EXISTING NOTIFICATION CIRCUIT 4 FIRE ALARM EXISTING TO REMAIN. EXPAND AS FACP CONTROL PANEL REQUIRED FOR BUILDING ADDITION. RE:FP1.2-9 HIGH/LOW AIR PRESSURE SWITCH ii 4:1) 1 AN FIRE ALARM ANNUNCIATOR EXISTING TO REMAIN EXISTING CIRCUITS @ SMOKE DETECTOR ABOVE FACP 0 MANUAL PULL STATION EXISTING TO REMAIN TO TELEPHONE ilhilidlie SYSTEM _ 1 Cli° ® , ADDRESSABLE POPIT • SINGLE GANG J-BOX FOR CONNECTION OF NEW aMANUAL PULL STATION I MODULE . INITIATING DEVICE TO FACP. ,, VANE TYPE WATER EXISTING TO REMAIN L- ? FLOW SWITCH 0 SMOKE DETECTORS - OFFICE MEZZ V ;11i 111 PRESSURE TYPE WATER EXISTING TO REMAIN FLOW SWITCH __ SD DUCT SMOKE DETECTORS (EXISTING) SWITCH SUPERVISORY EXISTING TO REMAIN i EXISTING POWER NEW INITIATING DEVICE ZONE SUPPLY - -__. -__- - � i HIGH/LOW ITCH AIR PRESSURE EXISTING TO REMAIN 41(&, SW DUCT SMOKE DETECTORS RTV-1 2 SMOKE DETECTOR EXISTING TO REMAIN 0 SHEET TITLE V ; ■SMOKE DETECTOR I EXISTING CEILING MOUNT I REPLACE EXISTING HEAT • J-BOX DETECTOR WITH NEW SMOKE DETECTOR 1 ` FIRE ALARM/ ; DUCT MOUNT SMOKE HVAC SYSTEM DUCTWORK CONNECT TO FACP FOR 1 DETECTOR j MONITORING AND HVAC MONITORING I CONTROLS FOR UNIT _ I 1 SHUTDOWN DETAILS & REPLACE EXISTING BATTERIES 1 ( EXTERIOR BELL EXISTING TO REMAIN SCHEDULES WITH NEW BATTERIES OF SAME i NOTE: CONTRACTOR SHALL FIELD VERIFY SIZE AND CAPACITY EXISTING FIRE ALARM ZONES FIRE ALARM EXISTING TO REMAIN OR REMOVE 4efer �s� � HORN/STROBE -.........1111 x FIRE ALARM STROBE EXISTING TO REMAIN Not part of this permit SHEET g , FIRE ALARM WALL MOUNT AT 8'-6" AFF i CONNECT TO NEW OR 1 HORN/STROBE EXISTING NOTIFICATION I , APPLIANCE CIRCUIT FIRE ALARM RISER DIAGRAM i • 2 9 NTS NTS . j / , ,\ V , GENERAL NOTES , ... . FIRE SPRINKLER SYSTEM REVISIONS 1. DESIGN DENSITIES: TO BRANCHLINE �r ..1 SALES AND STORAGE- NFPA *13 FOR PALLETIZED RACK STORAGE Lrl AGE MODEL 3 011 / ' Co r (�� , F250) OF NON-ENCAPSULATED CLASS IV COMMODITY TO MAXIMUM 0 TEST-AN-DRAIN VALVE - 16'-0" STORAGE HEIGHT (NO SOLID SHELVES). DENSITY OF WITH PRESSURE RELIEF / 0.32 OVER 2,000 SQ. FT. REMOTE AREA (HIGH TEMPERATURE VALVE & BYPASS - - RATED HEADS) AND 500 GPM HOSE STREAM.i i / I '1 i i / WALK-IN COOLERS/FREEZERS: NFPA #13 FOR PALLETIZED RACK STORAGE OF CLASS IV COMMODITY TO MAXIMUM 12'-0" STORAGE 1" DROP OFFICE OFFICE / HEIGHT. DENSITY OF 0.30 GPM/SQ FT OVER 2,000 SQ FT (OR 7 0 AFF / ENTIRE ROOM) WITH 500 GPM HOSE ALLOWANCE. 1" x 1" x�/2" TEE WITH OR LESS k 11111 ELECT 1/2" PLUG 2. REFERENCE SPECIFICATION SECTION 211313 - FIRE SPRINKLER r\ , 1" x 1'-2" BLACK PIPE �, � 2;_,. :�- F OFFICE SYSTEM FOR GENERAL CONDITIONS AND INSTALLATION --DRY PENDANT BARREL '°� "� BREAK REQUIREMENTS. CHROME PLATED 1" - ---FILL SPACE WITH ROOM �* J STEEL WALL PLATED 3. THESE DRAWINGS ARE PROVIDED FOR REFERENCE AND CONTRACTOR -' POLYURETHANE FOAM �. OFFICE OFFICE BIDDING INFORMATION ONLY CONTRACTOR SHALL PREPARE AN C-i 1" 45° GALV. ELL %\ 0 S ALL E E D 30 3a:4oB c SUBMIT SHOP DRAWINGS OF FIRE SPRINKLER REVISIONS TO LOCAL t I / / TOP PANEL OF COOLER :� _ __---- AUTHORITY HAVING JURISDICTION. OR FREEZER BOX (N.I.C.) - _� 12" MIN. -__/ /" 4. REFERENCE THE ARCHITECTURAL PLANS FOR CHANGES TO THE ImmommIlIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIINIIIIIIIIIIIIsmililliill .------7' � BUILDING FEATURES THAT AFFECT THE EXISTING FIRE SPRINKLER ARCH.PROJECT NO. ?, # `+R'1'!##�►#Y1' '� '�-�',�►- - �`, ►�`,'►►�► CORE DRILLED SYSTEM INSTALLATION. THE FIRE SPRINKLER CONTRACTOR IS .y► r��r,��►#�►#r� #�►1�#�1►### - OR CONCRE RESPONSIBLE FOR MAKING HIS OWN JOB CHECK AND ANY r.#.... .#.. ..#i# ►.#... ..` `*�+�s��'�►��4�►#�►�'1iier NECESSARY ADJUSTMENTS TO THE EXISTING FIRE SPRINKLER DRAWN (, `,_ EXTERIO' FINI H �i" or 5 SYSTEM PRIOR TO FABRICATION. MAKE FINAL COORDINATION WITH B.HAWS ra► GRADE , i 1 s� <I� OTHER TRADES AND OFF-SET PIPING AND HEADS AS NECESSARY. CHECKED MAJOR CONFLICTS SHALL BE BROUGHT TO THE ATTENTION OF THE -- h' DRY PENDENT HEAD & ■ --7 -III==1 I I==1 I I GENERAL CONTRACTOR FOR RESOLUTION BY THE ARCHITECT. G.JONES tip ESCUTCHEON. FOR USE �� IN ALL FREEZERS AND ° I I I----I I I-----I I � SUBMITTAL DATES ll� �I � I I I __ 5. ADJUST, ADD, AND/OR REMOVE SPRINKLERS, MAINS, BRANCH LINES COOLER BOXES EXCEPT -H I----I I I--I I I AND OTHER FIRE SPRINKLER SYSTEM COMPONENTS OR DEVICES AS PRODUCE & MEAT CUT. 1 1 I _ I J 1- 1 I IL a a S REQUIRED TO MEET THE REMODEL CONDITIONS. REPLACE MISSING 03/07/08 -I I I-----I I I--' -� 1 S ESCUTCHEONS. COMPLETE SPRINKLER COVERAGE SHALL BE -° I I-----I PROVIDED THROUGHOUT THE BUILDING AS PART OF THIS WORK. 6. NEW SPRINKLERS AND ESCUTCHEONS SHALL MATCH EXISTING IN OTB DATE IN SPECTOR'S TEST VALVE AND THE SALES AREA. FREEZER/COOLER PENETRATION DETAI L FIRE EXTINGUISHER PLAN - OFFICE MEZZ ," N. 7. SPRINKLERS LOADED WITH LINT, DUST, AND DIRT THROUGHOUT THE CRITERIA SET W-1 0 STORE SHALL BE CLEANED USING A DRY, SOFT-BRISTLED BRUSH NTS NTS NTS NTS 3/i2" r_p" NORTH AND VACUUM CLEANER. A 4v,c7w 8. REPAIR OR REPLACE DAMAGED OR MISSING ESCUTCHEONS ON 4E404 EXISTING SPRINKLERS. NEW ESCUTCHEONS SHALL MATCHoAaU goHz EXISTING. Pa w a 9. PIPING: STEEL PIPE CONFORMING TO ANSI/ASTM A53, ASTM A135 NORS ig- .& A795. wz § -1. SWAY BRACE PIPE SIZING SCHEDULE UwwE.,aE-,US .. MAXIMUM LENGTHS FOR BRACING SHOWN ARE BASED ON 2-1/2" AND LARGER - MAIN PIPING: SCHEDULE 10. Ca oo SCHEDULE 40 PIPE BRACES AND 45° ANGLE ATTACHMENT 2" AND SMALLER - MAINS, BRANCH LINE PIPING, DROPS AND wai.ifl".2 HEX NUT AND FENDER WASHER $0061W)° BRACING ON TYPICAL GRIDDED SPRINKLER SYSTEMS SIZED PER NFPA #13 SPRIGS: ALLIED DYNATHREAD OR APPROVED EQUAL. SCHEDULE 10 �o �pO HAVING 4" CROSS-MAINS AND 2 BRANCH-LINES. PIPING MAY BE USED FOR BRANCH LINES WHERE JOINED WITH TOP CHORD OF STEEL AN ROLL GROOVED COUPLINGS/FITTINGS 440;2148 :SWAY BRACE PIPING BRACE DIA MAX. LENGTH , ----, - UaW.°viz(TYPICAL) JOIST/TRUSS I HEX NUT AND FENDER WASHER - - f -- - ----- ---- req%)a1" 7'-0" _ ' _ ► SIZED PER NFPA #13 10. FITTINGS CAST IRON FITTINGS FOR THREADED PIPE, RUBBER w„ w RISER MAIN - GASKETED FITTINGS FOR ROLL-GROOVED SCHEDULE 10 MAINS AND o o 5 °�� SWIVEL SWAY BRACE -- . 1-1/4" 9 -0 -- TOP CHORD OF STEELiwt� o (TYPICAL) �` .440, - (TOLCO FIG. 909 OR 910) p _ a:�- WELDED OUTLETS FOR BRANCH LINE ATTACHMENTS TO MAINS. 1-1/2" 151-6" 0 JOIST/TRUSS - ; PLAIN END FITTINGS ARE NOT ACCEPTABLE. (2) FAST CLAMPS 2" 19'-6" SWAY BRACE PIPING _ E• (TOLCO FIG. 1000) '� - \ \` (TYPICAL) SWIVEL SWAY BRACE ��-- 11. HANGERS\ (TOLCO FlG. 909 OR 910) p 1 1/4" AND SMALLER PIPE= MINIMUM ONE HANGER PER LENGTH OF W SWIVEL STAY \ 7 , \\ .RANCHLINE, � . PIPE AND MAXIMUM 12'-0" BETWEEN HANGERS. (In BRACE (TOLCO \ \ ' EEDMAIN OR \ 40/ SWAY BRACE PIPING \/. Q M N FIG. 909 OR 910) / \ • \ (TYPICAL) '''''2' /::: � R0SSMAIN \ �\ - MECHANICAL,\ 1-1/2" AND LARGER= MAXIMUM 15'-0" BETWEEN HANGERS. C. * �MEZZAS�[NE `�'`'� BRANCHLINE, FEEDMAIN ♦ w BRANCH LINES AND MAINS 2-1/2 AND SMALLER ARE ATTACHED m 71- 1 . 7_____ OR CROSSMAIN / � --'- � AT ANY LOCATION TO A TOP JOIST CHORD MEMBER. � � _ <C � o W o0 / : - E/; ; ,� TRAPEZE HANGERS SUPPORTING MAINS 3 OR LARGER ARE , e''›_,iii; /i <%;�jai r; ��jj ' ji/ /./: � 'r �i;; - / �4,:,,, , # FAST CLAMP ATTACHED TO THE TOP CHORD OF THE JOIST. 3" OR LARGER Lii pq :.- / �b° 1S° (TOLCO MAINS RUNNING PERPENDICULAR TO THE JOISTS SHALL BE a _ H �, v . FIG. 1000) HUNG FROM EVERY JOIST WHERE THE HANGERS CANNOT BE b v, W N p p ATTACHED WITHIN 6" OF A PANEL POINT. RE: F2.2-10, 11 & 12. • Z " �. "_ W 0" ,-.,' : i '��\'` 12. PROVIDE EXTRA SPRINKLERS PER NFPA 13 FOR PROTECTION Q d, . /;� ;'' '�" ��` � �-• �F 2500 � W ?- P BELOW DUCTS, CONDUIT, REFRIGERATION LINES OR SIMILAR cL cn �, / / / \ /\. FAST CLAMP /: - r W �' /` ' %\% EXPOSED OBSTRUCTIONS OVER 48" WIDE. PROVIDE EXTRA z I . H (TOLCO FIG. 1000) //:;'//// /< - SPRINKLERS AS REQUIRED BY NFPA 13 WHERE SPRINKLER v CD% %--! - DISCHARGE IS OBSTRUCTED. WHERE DROPS TO PIPING BELOW E W /// //' / / /// ' ' / / �� 1 SWIVEL SWAY BRACE, POSITION AS A 101 c F a' , - OBSTRUCTIONS ARE REQUIRED, DROPS SHALL BE RUN TIGHT T CLOSE AS POSSIBLE TO PIPE. (TOLCO FIG. 907) OBSTRUCTION TO MINIMIZE VISUAL IMPACT. �E CONCRETE OR CONCRETE ANCHOR OLCO G. 90 v, p., C M U WALL & BOLT (TYPICAL) ♦ I 13. SEISMIC BRACING: BRACING PROVIDED FOR ALL PIPING AS REQUIRED BY NFPA *13 USING SCHEDULE 40 PIPE. RIGID COUPLINGS USED ON FEED MAINS AND CROSS MAINS. BRACING ATTACHED TO BOTTOM CHORD OF STEEL JOISTS AND GIRDERS WHERE THE LOAD APPLIED BY THE BRACE ACTS LONGITUDINALLY RISER SEISMIC BRACING 4-WAY LONGITUDINAL SEISMIC LATERAL (TRANSVERSE) SEISMIC ON THE STEEL JOIST OR GIRDER. ATTACH TO THE TOP CHORD FIRE EXTINGUISHER PLAN - MECH MEZZ WHERE THE APPLIED LOAD ACTS TRANSVERSELY ON THESE ' (VIEWED FROM ABOVE) BRACING DETAIL BRACING DETAIL MEMBERS. RE: F2.2-4, 5, 6 & 7. � �fP� ' 32,r 1 t_Qtf NORTH ��,..fi 43 1 NTS NTS NTS NTS NTS NTS '3 FIRE PROTECTION SPECIALTIES , c. 1. REFERENCE SPECIFICATION SECTION 104416 - FIRE PROTECTION SPECIALTIES FOR GENERAL CONDITIONS AND INSTALLATION REQUIREMENTS OF FIRE EXTINGUISHERS. it�a'�y ' 2. EXISTING EXTINGUISHERS SHALL BE REMOVED, INSPECTED, On -." k HEX NUT AND FENDER WASHER RECHARGED AND RECERTIFIED AS PART OF THIS WORK. UPON _ SIZED PER NFPA #13 `-, ` REINSTALLATION, PROVIDE INSPECTION TAG IN ACCORDANCE WITH JUN q 4 2008 LOCAL REQUIREMENTS. INSTALLING CONTRACTOR SHALL BE INIIIIINIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIINNIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIINIIIIIIIIIIIII RETAINER STRAP QUALIFIED AND DULY LICENSED BY STATE OR LOCAL AUTHORITIES TOP CHORD OF STEEL TO INSTALL, TEST AND SERVICE THE TYPE OF FIRE EXTINGUISHER JOIST/TRUSS �. (SEISMIC AREAS ONLY) ifi ` \ z/ BRANCHLINE, FEEDMAN �� USED. SWIVEL SWAY BRACE -- � \ Z OR CROOSMAN TOP BEAM C-CLAMP ' Irril WITH SET SCREW 3. EXTINGUISHERS SHALL HAVE A MINIMUM 3A40BC RATING. EX{STING (TQLCO FIG. 909 OR 910) ° ® _ ` = •-• EXTINGUISHERS THAT DO NOT MEET THIS REQUIREMENT SHALL BE en r::::) SWAY BRACE PIPING U-BOLT SIZED PER E ALL-THREAD ROD, REPLACED WITH NEW UNITS. IN GENERAL EXTINGUISHERS SHALL N (TYPICAL) ,.r., ,_ NFPA 13 ! / SIZED PER NFPA #13 BE MOUNTED ON STANDARD BRACKET IN LOCATION SHOWN ON + . 1! t` \ DRAWING. MOUNT EXTINGUISHER BRACKET AT 54" A.F.F. a 0 0 ADJUSTABLE RING �, ADJUSTABLE RING 4. VERIFY EXTINGUISHER LOCATION SIGNAGE AS PART OF THIS SWIVEL SWAY BRACE ► HANGER (TYPICAL) / HANGER (TYPICAL) WORK. THE LOCATION OF EXTINGUISHERS SHALL BE CLEARLY Z 1:24 (TOLCO FIG. 909) , - ~"--♦ HEX NUT AND FENDER ` \.4 - TOP BEAM C-CLAMP IDENTIFIED IN THE SALES AREA WHERE STOCK OBSTRUCTS. .. , •PIPE CLAMP FOR , WASHER SIZED PER 4 r EXTINGUISHER LOCATION. SWAY BRACING NFPA #13 ► f WITH SET SCREW a - ALL THREAD ROD, t KEYED NOTES` _� �, I STEEL WALL BRACKET 1 SIZED PER NFPA #13 E BRANCHLINE, 1��, (TYPICAL) E -- FIRE SPRINKLER SYSTEM EimmlN Z ‘,/ -- ADJUSTABLE RING F201 EXISTING WET-PIPE FIRE SPRINKLER RISER FOR SYSTEM #1 FEEDMAIN OR ; i , 1-11 ) (WEST GRID) TO REMAIN. VERIFY PROPER OPERATION OF ~ CROSSMAIN I Cam►' f TRAPEZE PIPE, SIZED HANGER (TYPICAL) Q j `,� , EXISTING CONTROL VALVE, ALARM VALVE, DRAIN VALVE, Q I \ / PER NFPA 13 f / VALVE SUPERVISORY SWITCH AND WATER FLOW SWITCH. CA in► REPAIR OR REPLACE EQUIPMENT THAT IS DAMAGED OR DOES Elm° 8 NOT OPERATE PROPERLY. EXISTING SYSTEM *1 PROTECTS �� - � END RESTRAINT Q - I I APPROXIMATELY 36,000 SQ. FT. (TYPICAL) '�y ; _;_ _ F202 EXISTING WET PIPE FIRE SPRINKLER RISER FOR SYSTEM 2 '� ,.;.�..¢. _ , STEEL JOIST/TRUSS € ! (EAST GRID) TO REMAIN. VERIFY PROPER OPERATION OF 0 - - EXISTING CONTROL VALVE, ALARM VALVE, DRAIN VALVE, �T� ri.) CONCRETE ANCHOR BRANCHLINE, FEEDMAIN VALVE SUPERVISORY SWITCH AND WATER FLOW SWITCH. �T.0 W & BOLT (TYPICAL) r\_)1 OR CRQSSMAIN BRANCHLINE, FEEDMAIN REPAIR OR REPLACE EQUIPMENT THAT IS DAMAGED OR DOES (:Z OR CROSSMAIN NOT OPERATE PROPERLY. EXISTING SYSTEM *2 PROTECTS CD 0 g o CONCRETE OR CMU WALL ='- lj-----------------------STEEL APPROXIMATELY 41,000 SQ. FT. JOIST/TRUSS F203 EXISTING WET-PIPE FIRE SPRINKLER RISER FOR SYSTEM #3 Com) ► i (DOCK & FRONT CANOPY) TO REMAIN. VERIFY PROPER 4 OPERATION OF EXISTING CONTROL VALVE, DRY VALVE, DRAIN VALVE, VALVE SUPERVISORY SWITCH, FLOW SWITCH, C) c,,, , HIGH/LOW AIR PRESSURE SWITCH AND WATER FLOW SWITCH. If) ME--4'I REPAIR OR REPLACE EQUIPMENT THAT IS DAMAGED OR DOES NOT OPERATE PROPERLY. EXISTING SYSTEM *3 PROTECTS APPROXIMATELY 6,100 SQ. FT. LONGITUDINAL SEISMIC F204 BUILDING ADDITION WILL BE APPROXIMATELY 13,200 SQ. FT. FIRE SPRINKLERS FOR ADDITION WILL BE SUPPLIED BY - KNEE TOP CHORD HANGER DETAIL EXISTING SYSTEM #2 LEAST GRID). WITH ADDITION, TOTAL AREA BRACING DETAIL HANGER DETAIL TRAPEZE HANGER DETAIL PROTECTED BY SYSTEM #2 WILL EXCEED MAXIMUM ALLOWED 9 BY NFPA 13 (52,000 SQ. FT.) RECONFIGURE FEED AND CROSS 0 NTS NTS NTS NTS' �� NTS NTS NTS NTS MAINS FOR SYSTEMS# 1 AND *2 TO SUPPLY SPRINKLERS IN • BAY BETWEEN COLUMN LINES 5&6 FROM SYSTEM #1 THEREBY DECREASING AREA PROTECTED BY SYSTEM *2. AFTER RECONFIGURATION SYSTEM #1 WILL PROTECT APPROXIMATELY 43,500 SQ. FT. AND SYSTEM *2 WILL PROTECT 414 APPROXIMATELY 46,700 SQ. FT. F205 ADD FIRE SPRINKLERS PER NFPA 13 TO PROTECT ALL AREAS 4 SPRINKLER LEGEND' ' OF ADDITION. TYPE, FINISH AND SPACING OF FIRE SPRINKLERS (100 SQ. FT. MAXIMUM) SHALL MATCH EXISTING. PIPE SIZES SHALL BE HYDRAULICALLY DESIGNED TO PROVIDE A DISCHARGE DENSITY OF 0.495 GPM/SQ. FT. OVER MOST SYMBOL SIZE DESCRIPTION SYMBOL DESCRIPTION REMOTE 2,000 SQ. FT. WITH 500 GPM HOSE ALLOWANCE IIII:1 Ill (HIGH PILED COMBUSTIBLE STORAGE). OCCUPANCY FLOOR FLR AREA/ A UNITS A UNITS R ADJUST DROP TO NEW HAZARD AREA (SF) A UNIT2 REQUIRED3 PROVIDED 4 NOT USED 3/4" CC PENDENT ----6:'----- CEILING HEIGHT F206 ADD FIRE SPRINKLERS PER NFPA 13 TO PROTECT ALL AREAS a CO W/RCC. CSCUT. OF EXTENSION TO FRONT CANOPY. SUPPLY SPRINKLERS FROM ORDINARY D EXISTING DRY-PIPE FIRE SPRINKLER SYSTEM. PROVIDE DRY 92,000 1,500 62 75 I REMOVE DROP, PIPE AND PENDENT FIRE SPRINKLERS WITH SAME TEMPERATURE RATING, (MAIN FLOOR) -0 1/2 UPRIGHT ON SPRINKLER TO LINE FINISH AND SPACING AS EXISTING SPRINKLERS BELOW CANOPY. B-LINE WITH CANOPY ADDITION, DRY-PIPE SYSTEM WILL PROTECT T MECH. MEZZ. 2,000 1,500 2 2 NOT USED 0 1/2" STD PENDENT NEW SPRINKLER ON APPROXIMATELY 6,700 SQ.FT. iiiiir IMO ON DROP -- --- ARMOVER ARMOVER F207 EXISTING FIRE SPRINKLERS IN LEASE SPACE TO BE Cilil DEMOLISHED ARE SUPPLIED BY SYSTEM *2. DEMOLISH EXISTING OFFICE MEZZ. 3,200 1,500 3 5 NOT USED 1/2" RCC PCP�DCPJT PIPING, SPRINKLERS, ESCUTCHEONS AND PIPE ON DROP • NEW / RELOCATED SUPPORTS/BRACES IN LEASE SPACE TO ALLOW DEMOLITION 1 SYSTEM NUMBER: 2 REMOTE AREA NUMBER: 1 i SPRINKLER FROM OF BUILDING. MINIMIZE DISRUPTION OF SPRINKLER PROTECTION NFPA 10, STANDARD FOR PORTABLE FIRE EXTINGUISHERS, 1998 EDITION. ' �'-- `�-� EXISTING OUTLET FOR SYSTEM #2. OCCUPANCY CLASSIFICATION:16' HIGH RACK STORAGE OF CLASS IV 0 I 3/4" ELO UPRIGHT 2 MAXIMUM 75 FT. TRAVEL DISTANCE TO ANY EXTINGUISHER. DENSITY: 0.32 GPM/SQ.FT. AREA OF APPLICATION: 2,000 SQ.FT. ON BRANCH LINE F208 EXISTING WALL BETWEEN PRODUCE WORK AREA/STORAGE AND AUXILIARY DRAIN MAIN SALES AREA TO BE REMOVED TO ACCOMMODATE 3 NUMBER OF HEADS CALCULATED: 22 17/32 LO DRY PEND REMODEL/ADDITION. RELOCATE SPRINKLERS AS REQUIRED SO MINIMUM RATING FOR EXISTING SINGLE EXTINGUISHER (2A10BC) SQ.FT. PER HEAD 100 (MAX.) ORIFICE SIZE ELO THAT MINIMUM DISTANCE BETWEEN SPRINKLERS IS AT LEAST MINIMUM RATING FOR NEW SINGLE EXTINGUISHER (3A4OBC) ON DROP 6�. SPRINKLER SYSTEM DEMAND: 726.5 GPM AT 79.0 PSI AT B.O.R. 1 4 1 1 F209 EXISTING PRODUCE COOLER TO BE REMOVED TO REFER TO PLAN FOR QUANTITY AND DISTRIBUTION OF A-UNITS IN NEW HOSE STREAM REQUIRED: 0 GPM (INSIDE) 500 GPM (OUTSIDE) ACCOMMODATE REMODEL/ADDITION. REMOVE EXISTING DRY AND EXISTING MULTI-PURPOSE FIRE EXTINGUISHERS. TOTAL WATER REQUIRED: 1226.5 GPM AT 79.0 PSI AT B.O.R. NEW PIPE, SPRINKLERS, EXISTING PIPE, SRINKLERS, PENDENT FIRE SPRINKLERS AND REPLACE WITH UPRIGHT FIRE 5 TOTAL WATER AVAILABLE: 1226.5 GPM AT 95.1 PSI AT B.O.R. O FITTINGS, ETC. FITTINGS, ETC. SPRINKLERS AT ROOF DECK. CLASS "K" EXTINGUISHER PROVIDED IN VICINITY OF COOKING EQUIPMENT. SHEET TITLE INFORMATION TO BE IMPRINTED ON HYDRAULIC PLACARDS AND ATTACHED TO RISERS SYMBOL SPRINKLER PIPING SYMBOLOGY FIRE EXTINGUISHER' - F211 EXISTING SUSPENDED CEILING ABOVE EXIT, ENTRY AND CART FIB STORAGE AREAS TO BE REMOVED. REMOVE EXISTING PENDENT I��ULIC CALCULATIONS PIPE ELEVATION CHANGE FIRE SPRINKLERS, ESCUTCHEONS AND 1" PIPING DROPS. INSTALL SPRINKLER TEM .) ON SCHEDULE (ELL & ELL) NEW UPRIGHT FIRE SPRINKLERS (1/2" ORIFICE, BRASS, QR, ORD. NTS NTS NTS NTS (,� 0 VETICAL RISE FROM PIPE DEFLPECTTORSXOF I NEW RSPRINKLIERS O BE WI WITHIN K12 L OF OCATE ROOF DETAILS T (TEE & ELL) DECK. VERTICAL DROP FROM PIPE FIRE PROTECTION SPECIALTIES I (TEE & ELL) ' �� ' k F250 EXISTING FIRE EXTINGUISHER TO REMAIN. XL- X " A- - PIPE ELEVATION (CENTER-LINE).. �.� ��,�� r �� SHEET ABOVE FINISHED FLOOR '� F251 REMOVE EXISTING FIRE EXTINGUISHER TO FACILITATE BUILDING REMODEL/ADDITION. X f -X ' BD PIPE ELEVATION (CENTER-LINE) BELOW DECK F252 INSTALL NEW MULTIPURPOSE (3A:40B:C) FIRE EXTINGUISHER IN HYDRAULIC CALCULATIONS NODE LOCATION SHOWN. MOUNT EXTINGUISHER ON WALL BRACKET F2 • 2 flit fit *1t (REFERENCE) POINT WITH HANDLE AT 36" AFF. F253 REPLACE EXISTING FIRE EXTINGUISHER WITH A NEW MULTIPURPOSE FIRE EXTINGUISHER WITH A MINIMUM RATING OF 3A:40B:C. MOUNT NEW EXTINGUISHER AT SAME HEIGHT AS EXISTING EXTINGUISHER.