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I I " �_ - LO - . or Is &P% . UtIlItS and Favin!@ Plans I 11 � 11 I I LN C4 9 4 C113 L �I I Van �­_�_ _ � e 1�­, & Associates . I . . L 1 r4j?j%j LJULLJ " AVF= g SF= � I ) , - - � � � '� 2 9 5'_�� ,t' I-1-f . . to " I - :1 � ' ne Nortf", S i e 1; . I . . - - " a . . - I . . . C:2.1 site Civil Utilities ",", 1-1 , � , I . L 1� I yrr,_ - 11 � - ­ �) 11 M, ��, I," ;, -Z�_, , I , � I - - �,�� I /_ . ,�, .. SpEfth, 041% IFNft , AT Wi -. ML M Q 0 � � .aft Iiiiiiiiiiiiiiiii=^ I . I I "I".1f __,e- '15 1 2) "', , ,,"4 X LLJ . sk I - . C:2.2 C;Tvll details �.....L.. ..... k 'i 11 . 0 z C) I ff ME M ff' I �.......I—— I I 0 EMEW J f . ­1 " I %, 1 . . _j Ld < I I I . "�', �� I Anthor.-, � 0 CL _r . . 11 - . . . i I I I .01 ,U). I F I,V" I Kt, m IN bbv r. z .. � - L I . LI-11 Landscape Plan . -`­", I � - ,;, _______ __ _________ _��, I ,I- * . . I I - PLOTTING1 . � . . . �""," �an & Associates ______________ - - ,41.1 Floor Plan . I I an Sick,,it',. I I GUIDE I I I . - - � . I . I . 0- ______1 . I I I A1.2 Enlarged 'Area Plans . . . . �� . . I . . . I . . __ _____ _____ . L . . . I I AIA Floor ''Plan Pattern �� . . - I'll, R x - I � I . M A L N INEP � --I---- - - ------ . . . . AIB 5ull6ing Roof Plan . . __ - ____ - . ____ ______ . I . . . L _____ . . . . . I . . . . "I I __ . . . I I � . . . I 11 � I . . A2.1 5ullding Sections I Edina, MIN 55435 . I �_ . . I I . I I . . I I . . I � . . I �1 (612) 831-1180 I I __ I . .. . . L . A3.1 Exterior Elevations � Dan Sieben . I I . � . I . . I . . I I . . - I L . . . . - ELECTRICAL ENGINEER . I . . . . I I - . I I I . . . . . L . A5.1 Interior Elevations . . 11 I Kaeding and Associates . I . I . . . I 1 7300 France Ave. S. STE 330 1 . . . . I A52 Interior Elevations I Edina, MN 55435 . I . . . . . . . . . - . .. . I I L "612) 831-0317 N I . I . . . . . . L . . Aro.] Wa 11 . Sections . Scott Hutchins . AiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiN Amm I . - I . L I . i im M . . . . I ME I Aro.2 Wall Sections . ,, LANDSCAPE ARCHITECT . . . . � ­ - . . AN& OM16 All IN%SMI AdOh' E IiiiiiiiiiiiiiiiiiiiiiiiiiiiI IL a .dMI I . Im 9 V N N E 10 ^Mr EL a Ar--jh ff-_ Ami A ro 3 Wall and Stair Sections I -Sanders Wacker Berglk-, inc. . . b 1%. 0-.1a 0, "L M Bao I I,w EU . . . I . � . I . ,31,65 East Kellogg Blvd. . . NA 15856% . I St. Paul. MN `�'1 01 m. i a' "gim ED STAT MN - . U P%j rFl Lohnim mY80" . . . � I . . L I - I . . . . . � . AIJ L Details . I f651) 221 -04d! ' . . . . . L 1 . . . . . . no. . . 11 I Al.2 Details �",Grry. *,acker � . I . I API M M A Emil MMI diiiiiii I 10I & a j0% 0% al A 0= 1 5 * . . . I . . . I I � u tk L=# Al-3 , Details . . ,�­,,,,, 11,­�_` � . � - -1 -I',"* , "?"I WIN�,_ Ov I . l�� I"011111W . -uHt.jo '%T m sti. U'L . I I � . 'r 's M Am E (; I N . . I IF E . A14 Details I . . . POSTA S,ERVICETm I . L . . . . I . . . . . . � . . I L AIB Details . . . . . . . . . . . I . Alfo Details � . . . - . I . I � . . . . A1.1L Notes, Schedules, and P.0 5ox Isometric Views . . � I I . . I . . I I 11 . I I II L . . � . ; . . . I I � I � . . . I . . I . TIFY Tr/ I I � _1 L . � �_. , I i S,T -1 HE PC -);i,_: if" I . 61 . Foundation and First Floor Plan I HEREBY CER� ! 1 . ­­ , :,�_, 1, . . . 1, "- �, �, , I FECi , ­A� "I";,,! �._ . . . . . ,� OF THIS 'i1_1­--N14H_ �_ SUBW�_,��­111' I ' I .- - . . 11 ' - ' ­1 .V 11�1 11 -, . 62 Roof Framing Plan I .. BEARING 1,4',` '­'�"_'L1'­_ A' D SiIGN,-,-,.`�!�11��t_ ' ' . . - I � -.- "_�_� i "e' f-� "i I �, _.__�_! I f I., . . , WERE PRZi-ARE" " `7 OR 3clb, . . " I � � �,: - I . , L -�' * � , ­ I . 1 53 Foundation Details and Structural Notes , . I MY SUPERVISIC? ,`,­J'�,�![j R E S P 0, �S�1 6'1�,'­ . ­1 �, I " - � . ' "' ...... RE"" . . ________________ . CHARGE. -1 Aikr .�' L_ ,,: ',, REG*- - -- - . . . - -,'­ �­ T ;X;� . . 1� ;� _ n".-H7 1 ,,_�,,�,,C, F LOMMIIIIIIIIIIIIIIIII� . . 54 Roof Details . . ARCHITECT Li4v�.!' ! � ;I_ I �rl, - OL I . . L - -�; ��­­­-"/, - I L THE STATE OF t4,i I �'-L 4L__')'l-)I �;�, . I . . 5 5 Details '15 UNR a ' . I . I . I . I I N111 u a - . SITE LO'CATI " --- . . . PATRIC!�_ G. BLEF_`�-�, __ --- - ______ ______ __ - . . . . I - ,,� , 1. - . _____ -______ I ": 11 11:1. � L . , ! / / � - I I "o, I 11 1�1 �7­­­ ­1 �­ . ,� T�­ I . . . I � L I '/ " / _� I 11 -1 " 0 i - �7111 . . . � . Mo.] Mechanical Legend and abbreviations / 1.41 "I" _' - I . 4 * . . . . . . __-- - �._- 11 - ':_�_' . . ". 1, - . . . . , � ./��,:�' ' ­' ,_ � I __ �11 .. 1L . - - .L - ­ 1� 7-V,A�� .-I . . * MIJ HVAC: Plan . , � � -___ " . 11 MS r,PPOL I 1- 11 L. I .. L L �_�__­­­___.­_----.- 1. L I L I ' . 1, , . , I , , . , ­1 � . . I I I .. - I I it �_ 77 � .. - : THE WOj;;PJ< SHOWN ON ATTACHED SHEETS HAS SIGNATURE - I " L. ' . L" ,� �_ I- I " I, .­� I I 'll, 55 -, - ­ I . I . I " � I 11 . .. . ­ - 1.1, 1. , I I f3EEN DESI(SNED IN ACCOFRDANGE WITH THE L M1.2 Plumbing and Piping Plan �,� I , � � :1 A, __,_-�. �_�­A *: L- �.�. ".L 1. "I., 1. , : ,�e swu .. �L L . . L L L 11, : ��/�,-_9/00 , . �­ 7 .1 L - '-- ' ­--l- . � .,-r 1 REQUIfREMENTS OF THE MINNESOTA STATE . M13 - Mechanica I Roof Plan r, ­��, . . . I I - IL I "I kri�, . I DATE ISSUED � � L 1-1 .��', L ,_ .I . . I 11 I � I . 1,,:; ,,,, . L � - I - . , $.I 1."'t -,�& . 51JILDING CODE (U5C, 113131), 1.15PS 6TANDAFRID _. :L ab- I 1- M1.4 Fire Sprinkler Plan e' . I "I � _� � . . .� : " I ' I.- .. � . . ":I I � �IfV79 I ....!ft.., ­ � DESIGN CRITERIA, AND USi=6 RE4 AND REE7. - I . I - . ­1- -......­_­______________________ � - I . . I I I � 11 I � I - . . . L L . M2.1 - Piping Diagrams and Details . L � . � � 1 . I REG. NO. . 11 . � . 1 92 ::.' *"I I , � . I . . � L \ . . .., "' .1 L . - I I . I . iiiiiiiiiiiiiiiiiiiiiillillillill��". _,',,� 1��', . 1. t if. . . M2.2 Mechanical Equipment Schedules I...... � , i a�'i,".m �01 . I . �;­�­­­ .. a I . L . I I - 1111�,,,`_ � _� L:'* , i .- I I_ _�� " _­ . I . I . . . I I 11 � L, 'L � I I .­I­ ... I � . . . . 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L I ;� I L, I� L L - �I !, . --- . .. - ! , I I 7:1- . . � I .� . I I I . I I . -L � I . I 1, / -1-� I L I - . . I I I I I . -I . 1-1 - . . I I I - , - , I I I I I I - " . I , I I . I .. . - - I I, � I -; � . I . I . � I 1,I I� I I I - I� - � I -- -� ­_- - . - I �, I - ­* I I.I ,!%� , z � \ , . �OR .. - , -__: 1� . - - -- I L - -. I I - - -. - . . . . 11 - � - I I - L � . I - - - . I- . I I -1, I . ­­ ­­­..1 .. . .�.- . . . �I .1-- -, -,-,------,­,--_-_---­­­­--- � I -- I -- I I. I 11�I - --__­­ - I -__ ,-, __ - -- - , I . - - to N o 01011 •- _ op @p : ARCHITECTURAL S 1 M fir./ I S 1 RA I 6 in 42 18 x EXISTING WALL t0 REMAIN ACT ACOUSTIC TILE � 12 42M-N BRICK — TOP OFL.O t. LOOKOUT GALLERY ABOVE FINISH FLOOR , _ BUBBLER 12 o TOILE AL ALUMINUM MAX: MAXIMUM 36 MIN. T uD LINE OF _ ER IN ' ... CAST iN PLACE — — — EXISTING WALL TO REMOVE t1'-1 ' - . . MECH. MECHANICAL PAPER FLUSH ST. i .. 12 , ANOD ANODIZED . DiSP. VALVE _ TL MIN f rn � o • .. '.t • CONCRETE ' All A5PHALT PLANK: MIN MINIMUM S71 _a. NEW WALL, SMALL SCALE MTL METAL X - �- 6 CONCRETE ASPH ASPI-IALt PAVING X X Q :; :. 'I �� , to MASONRY UN(7 �4 :d Q fix, .` N g BRG BEARING N.LG. NOt tN CONTRACT _ - d cc o o -- SECURITY WALL CONSTRUCTION BRK BRICK NO NUMBER MIM. CLEAR M in r- z 0 PRE CAST (WALL TYPE A2) �.' O.G. ON CENTER FLOOR c+1 �- :+► r- - GONGRETE BTM BOTTOM v - - r- w;' ' C4 R I S :_•.. ,n 1. o _ _ _ SPACE _ o BW BOTH WAYS OPG OPENING In °� ROUGH/FRAMING TOP 8' MIN ' MAX � "' WOOD 1 REVISION NUMBER •CMU- CONCRETE MASONRY UNIT' FCC PRE-CAST CONCRETE OF CLG CEILING PT PAINT SEAT 'n N N ® FINISH WOOD COL COLUMN FRT PORCELAIN TILE WATERCLOSETS a GRAB BARS. URINAL GONG CONCRETE FCMU POLISHED CONCRETE PRINKING F=0UN7AIN FIRE EX71NCsi.tiSHER ' A WALL TYPE MU MASONRY UNITS N o ® REFERENCE CONt CONTINUOUS PLYWOOD w COORD COORDINATE QT QUARRY TILE y _ CPT CARPET Uj RB RUBBER BASE v o METAL (SECT.) CT CERAMIC TILE RBT RUBBER TiLE LINE OF PLOTTING DBL DOUBLE REQ REQUIRED GLASS SANITARY GUIDE SHEET METAL DR DOOR SCH SCHEDULE LINE OF NAPKIN f C GRiD REFERENCE GLASS (ELEVATION) PAPER pISP. DRAWINGS SHOWN ARE GENERAL REQUIREMENTS ONLY. A DWGCSJ DRAWINGS) SV SHEET VINYL TOWEL SEE FLOOR PLANS FOR ACTUAL TOILET ROOM OR FIXTURE N INSULATE HW DISP. _ WARM-AiR LAYOUTS AND TYPES SPECIFIED: CONTRACTOR PROVIDE SIM SIMILAR - �44 ASPHALTIC EA EACH AND DRAIN WASTE SOAP DRYER ADEQUATE BLOCKING.AT NECESSARY LOCATIONS. CONCRETE DETAIL NUMBER A, SHEET NUMBER EL ELEVATION STR STRUCTURE / i DISP. cr4F ELEC ELECTRICAL P TYPICAL RECEP. • X _ o GRAVEL OR EPT EPDXY PAINT TZ TERRAZZO z Q - q Q Y NICAL ENGI CE- R � POROUS FILL DETAIL ~ranee A S. 330 A� REFERENCE EQ EQUAL UNO UNLESS NOTED OTHERWISE 0 OPERATION Associates EARTH ALEXP EXPOSED (STRUCTURAL) VAR VARNISH i- 6' d 0 0 CONTROLS. CX MN 5545 ' ELEVATION EX EXISTING VF VINYL FABRIC $' M 6' TOE CLEARANCE MAX. 831-1180 a� REF=ERENCE5' PLASTER STUCCO, FPC FLOROPOLYMER V.I.F.vI VERIFY IN'FIELD MIN. 1�' MIN. .Sieben •y•isrq OR GYPSUM BOARD � SECTION VB VINYL BASE RICAL � WEER FIN FINISH CED) FLR FLOOR VCT VINYL COMPOSITE: TILE and Asp `ttes • A� REFERENCE LAVATORY a MIRROR AGGESORIES � CARPET FRP FIBERGLASS VT VINYL TILE ranee A: S"T 3;K0 ROOM NAME REINFORCED PLASTIC VWG ViNYL WALL COVERING MN 55C11 ® CERAMIC TILE 100 NUMBER G5 GYPSUM BOARD WD WOOD : 3 1-031i QUARRY TILE Hutchins GL GLASS, GLAZING 101 DOOR NUMBER HDW HARDWARE 1 ACCE S i 5 i L I i QU I REME �t I O CAPE ARC ATE:'. ,,{{ ��11 ors Wacker e- ACOUSTIC TILE HM HOLLOW METAL IN 1/`�f�� = 1 � �S[J�� "ast • e1 - -- ELEVATION HPL HIGH PRESSURE PLASTIC l��j� STEEL STUD WALL - LAMINATE `ul, MN LARGE SCALE ® LOG LOCATION 221--0= CASEl1iORK/EQUP✓S IGNAC•sE 'aver WOOD STUD WALL LARGE SCALE • UILIDiNG CODE REVIEW: IV3 1 U5C Aw O WINDOW TYPE/ KEYED NOTE STONE —THE CONTRACTOR SHALL BE RESPONSIBLE TO MAINTAIN THE HOURLY OOF DECK OR — ROOF DECK OR -ROOF DECK C FRATINGSOLLOWING OF ALL ELEMENTS AND OPENINGS REQUIRED BY THE GLAZED FOLLOWING SCHEDULE: FLOOR ABOVE. FLOOR ABOVE. FLOOR A50% , STRUCTURAL TiLE CODE: 199'I UBG WITH STATE OF MINNESOTA CODE AMENDMENTS. 1/2' TO 3/4' GAP 1/2' TO 3/4' GAP sus' GYP. WALL K BATT INSULATION OR SOUND BOARD ���x� DEEP LEG TRACK 1/2' TO 3/4' G ' � �XXXXX ATTENUATION BLANKET A. Occu ancies Occupancies: B, Fi �s GYP. WALL -1TII 10( Occupancy separations B to FI: NR table 35 ' s ' Z5 GA. STEEL STUD.24 ., `101 RIGID INSULATION �a' GYP. WALL • DEEP LEG TRACK OZ. HEIGHT AS 20 GA. STEEL SCUD DEEP LEG: 'js fi� a, t 1 BOARD: CAPE a r 1Rl- C. R . NNE , MUD FULL HEIGHT. REQUIRED OR NOTEDt 24 O.C. CONTINUE 'FT p 1 �, B. Construction Type: iI-N sec 603 BOARD TO STRUCTURAL SUPPORT ABOVE ° U :ICED G. Maximum Area: UL ' table 55 sis' GYP. BOARD, r1kOF D. Maximum Haight- 2 stor table 5B 25 GA STEEL STUD 24 � 20 GA. STEEL STUD __ _.__ CAPE a MUD FULL TAPE'" 4,_ " g y O.G. HEIGHT AS 24' O.C. CONTINUE ' E. Exterior wall opening protection HEIGHT. e GYP. WALL HEIGHh p g p NP< 5'-0' table 5A REQUIRED OR NOTE TO STRUCTURAL BOARD: TO 6' Exterior openings P< 10'-0' 20 GA. STEEL STUD 8' -_ - SUPPORT ABOVE ABOVE A.C.T. STEEL STL►t VA O.C. CONTINUE TO CEILING 20 GA. F. type-of Construction: Ratings STRUCTURAL DECK Exterior bearing walls 1 hour N/C 20': table 6A ABOVE s GYP. WALL _ A.G.T. CEILING GATT INSULAT! `- Nr NC elsewhere BOARD- TO 6' NET AREA SUMMARY interior bearin walls N table 6A ABOVE A.G.T. Exterior nonbertng walls N table 6A ' CEILING -° /00 _._ __-- ROOM i�lAl"tE ROO!"1 NUMBER ACTUAL NET AREA l3FJ MODULE AREA VARIATION Structural frame N table 6A WALL TYPE A] WALL TYPE A2 WALL TYPE A3 A.CT. CEILING WALL TYPE A4 WALL TYPE A ALL TYPE 72 - Permanent partition N table 6A RETAIL AREA FSloorsE floor celitn s hour table 6oA SERVICE LOBBY 109 "125 5F. Roofs/ roof-cetlincs N table. 6A Exterior doors/ windows �50go of area sec 603.32 f . SERVICE 101 355 SF. Stairway construction N/C sec 603.4 STRUCTURAL DECK :. .. BOX LOBBY Ill "150 SF. G. Exit Capacity X STORE 105 280 EF. Q VESTIBULE 110 160 SF. Occupancy Area OCC. Factor OCC. Load table 10A First loot Offices lfo0 100 la29 of First Floor 'Manufacturing' 15590 200 1858 sf FILLER STRIP/ INSUL. SUBTOTAL: 2,210 SF. 3,200 SF. 1.4 qo x { Travel distance w/o sprinklers: 200' 1004.252.1 . FILL ApMiNISTRATION travel distance with sprinklers: 250' 10042522 p STANDARD WE IGNt POSTMASTER 101 110 SF Additional final travel distance 100, 1004252.3 CONCRETE BLOCK, STORAGE 106 40 SF. H. Automatic re Sprinkler System yes ON PLANTS AS NOTED STAMPED ENVELOP 102 140 SF. r ULL JANITOR CLOSET 103 40 SF. Exit distance increases yyes One-hour substitution Rio HEIGHT TO TOILET 104 60 SF. Area increase (unlimited) sec 5052 STRUCTURAL DECKt Story increase no sec 506 CLOSER STRiP OR INSUL.FILL GAPS AT ` SUBTOTAL: 450 SF. 460 SF. iqo TOP. UL = UNLIMITED NA = NOT APPLICABLE WORKROOM N/C = NON COMBUSTIBLE NP = NOT PROTECTED CARRIER VESTIBULE 121 280 51=. NR = NON-RATED P . PROTECTED WORKROOM 112 10,930 SF. F.R. = FIRE RESISTIVE N = NO GENERAL REQ. FOR F.R SUBTOTAL: 11�1® SF. 9600 SF. 86�a WALL �1`Y E 51 (SEE 13/53 AND 2/54) SUPPORT AREA EMPLOYEE ENTRANCE 113 150 SF I -}- LUNCH ROOM 114 280 SF. GENERAL NOTES ES cc BUILDINGS AND GROUNDS 115 i-f5 SF. 2 � �� � 1�I`J WOMEN LOCKER 116 285 SR IN!) ] 1/2 " = 1 t _O u WOMEN TOILET 111 140 SF. 1• IN ANY CONFLICT IN GENERAL BUILDiNG LAYOUT, WALL, DOOR LOCATIONS JANITOR CLOSET Ile 55 SF. AND THE LIKE, BETWEEN ARCHITECTURAL AND ANY CONSULTANT SHEET, THE e N MEN TOILET 119 140 SF. ARCHITECTURAL SHEET GOVERNS. CONTACT ARCHITECT FOR RESOLUTION. MEN LOCKER 120 265 SF. ELEG/TEL 121 115 SF. 2. MECHANICAL AND ELECTRICAL DRAWINGS ARE SCHEMATIC ONLY. EXCEPT POSTAL SUPPLIES 123 105 SF. FOR LIGHTING FIXTURES IN CEILING GRIDS, GENERAL CONTRACTOR CUSTODIAL SUPPLIES 124 140 SF. COORDINATE MINOR ADJUSTMENTS TO AVOID CONFLICT WITH OTHER ELEMENTS 4'-0' 8'-0' 2'-8' 6'-0' (NEW OR EXISTING) CONTACT ARCHITECT FOR RESOLUTiOt%L '� •., POSTAL EQUIPMENT 125 120 SF: 3. WHERE ADJUSTMENTS ARE REQUIRED IN WORK WHICH WiLL BE V1515LE UPON GL GL GL SUBTOTAL: 2030 SF. 1,850 SF. el% COMPLETION iN OCCUPIED SPACES, CONTACT THE ARCHITECT FOR t RESOLUTION. iN c4 PLATFOFV PLATFORM SPACE 126 1,9OO SF. I SUBTOTAL: We 8F. 2,165 SF. 1.19. INSPECTOR OFFICE TYPE A TYPE B TYPE C TYPE D .. PERPENDICULAR GRID CIO 201 210 SF. ROOM 101: GL8c GL-8 GL&a •• FAUN £, TYPES C10 STORAGE 100 245 SF. ROOM 111: GLSa - LOWER CANOPY • ROOM 201: GL86 ROOM 114: GLSc SEE 11/A�5 23'-4' . TOILET 203 32 SF. STAIRS 200 4202 110 SF. N 110'-6' n REVISIONS: -SUBTOTAL: 591 OF. - LIMIT J2-51 GLZ GL2 GL2 GL2 GL2 NO: DATE: BY: N _ TOTAL: 18 1 3F. 11 15 SF. .94�0 1 GLASS TYPES - ry . ALUM GL. 2,3 DOOR DL R Al OR LOW ( OIM. � - �4 �OOR dO,3R, `U - 1. 1/4' ANNEALED FLOAT N 0 w •2. 5/16' SAFETY LAMINATED r r- 3. 1/4' TEMPERED CV N 4. 1/4' POLY CARBONATE SHEET ' 5. 1/4' MIRRORED ONE-WAY GLASS r- `� EQ. EQ. 2'-2' 3'-0' 9'-6' 3'-0' • 2'-2' EQ. EQ. 2' 1'-5' 2 3'-0' 2° 2' 3'-O' 2' 1'-5' 2 PROJECT NO: 98110-15 6. 1/4' WiRE GLASS 6'-5' 12'-10• 61_5 DRAWING DATE: 11/29/00 '1. 5/16' INSULATED/BURGLAR RESISTANT GLASS LOW E/CLEAR ANGLED ANGLED ' 10, DRAWN BY; JeAT/HL TYPE E TYPE.F TYPE G • 8. 1' METAL EDGED SEALED INSULATING GLASS UNIT. GL. 2,3 MIN! I 'll a. STANDARD UNIT, LOW E GLASS b. SAFETY UNIT, Low E GLASS NOTE: ALL FRAMES AND DOOR -HIGH PERI=ORMANCE ORGANIC COATING c. BURGLAR RESISTANT GLASS UNiT, LOW E d. ONE-WAY UNIT. IN ALUM. WINDOW DOOR FRAME FE . 3 - • SHEET . !1� OF � : . � .. ,,w �.z w. . ..,. .: ., r _. . .,. �, r : �. 1_ _.. FILE. _ I 3 .. sa.a ..?:✓ 2 _ •. .Na'w.. t. � _ � :.w `5' 3�� „k. ... _„ ,: ,..t ... .•. _tx .,:, r a a. ...] ._._. r .�. ..a. C ,... Fix r � •.: r, ,d. 7: _ _., •. ,� « ,ram: 1. .� _. K _ s f �_ A: ,�� .. i. ., •., z .� .. ~v. .. ,. 10 15 iN1.OWG i ,4. „� t --• +... �°k, ....•t,? _� c. ,. I... ,.. .,�.• tom, ,..'a •..... r._'r..._ :•,..s. ,.. s _s -.,=4xEr.n_,. .& r.,y. .,a .. G.\USPS\98110 1 \ COPYRIGHT CMA,` P.A. 2000 u C> �2 C) A tn -A s FROOM FINISH 5CHEDULE UEONER-%L, NOTE 4 cq LO No. NAME FLOOR WALLS CEILING NORTH EAST &�UTH WEST i� wwtpE IN", RmEoIATE sl=Acrzs CONNECTING TWO OR MORE ROOMS� ARE NOT SCHEDULED FOR MTL FIN MTL FIN MTL FIN MTL FIN FINISHES, ASSUME FINISHES FOR�THE INttRmr=oIATE ROOM TO MATC14 THE MORE EXPENSIVE Or- THE Ln MTL FIN M`TL FIN MTL FIN 44T TWO SCHEDULED SPACES. be -RN SUH L D!, 2. WHERE A ROOM OR SPACE OPEN TO AN ADJACENT SPACE DOES NOT APPEAR ON FINISH scwr=DULE, PROVIDE FINISHES AS SCHEDULED FOR THE ADJACENT SPACE. (SEE I ABOVE) 101 POST MASTER CFT V5 FT G-5. FT GB. FT G-5. FT ACT SWE 301 5540 MN 2� 338 66 to 338-29 103 JAN. CONC V5 G.5. FT G.5. FT G-e. FT G.5. FT r-� Q FT EXI`0 1, 3 CHRIS 0 L. KEEYED NOT. ES 7�---1 7 Lo 105 CORRIDOR. F V5 FT G.B. FT G.B. FT ' G.B. f=T ACT 2. BLACK VINYL 15ASE C14 77= C, C5 3. FAINT HANDRAILS AND TOP AND 50TTOM STEPS T� SEMIGLOSS WHITE ozo 10-1 SERVICE VCT V5 G-5. FT G-5. FT G-5. f=T G.5- FT ACT/G5 ,'�-,rth, Ste < 4. CARPET C3 0 a- m 5. PA INT 5LACK 1013 SERVICE L055Y FRT V5 Co. FRP PANEL .�'-& MIN. WIDE 5Y 4'-Os HEIG14T APPLY TO G-5- FT G.5., f=T G-5. FT ACT 50TH WALLS AT CORNER MOP SIN< 0 INT --I. SEMI GLOSS ALL PA PAINT ALL COL. BOX L055Y V5 G-5. FT G.5. FT G.B. FT ACT -01/101-61 7 S. AcCOUSTICALLY INSULATE WALLS- CAL ENGINF !q FULL HT,TO 5TM Of: STR A50VE. ociates 5LUE -0 RECESS 0 AF V5 G.B. FT G.B. FT G-5. FT G.5. FT ACT IV. PROVIDE 3/4' PLYWOOD 4' HEIGHT AFF. ALL WALLS �ce Av , 33 ILLALK-OFF MAT- I � u.; CARPET Cl V5 R G-5. FT G-5. FT G.5. FT G.5. fOT Exf= 1, 10, CAL E and ssc 777777777= 7N mce Ave FT G.5. FT ACT 1-00 DA -0*317 11-1 WOMEN TOILET CT CT G.5. CT G.5. FT lb E. WALL INT-COLORS (SEE SPEC.) e.chins APE ARCF �-E 77777 PI: WH I TE Wacke, f3er,l� el-ou t Keik 1113 MEN TOILET CT C,T G.5. CT FT G.5. FT G.5. FT ACT c3 W. WALL P2: LIGHT GRAY 77 121 ELECJ TEL. ROOM CONC. V5 GB- FT G.5. T G.5. FT G-5. FT EXI'm FAINT FLYWD. P4: RED fz�40NR I=N L 1 15LUE 6: MEDIUM GRAY 123 POSTAL 5UFFLIE5 CONC V5 G.5. FT G.5. FT G.5- FT G-5. FT EXF I 1: FLAT BLACK u F -y THAT TIHE P&*�-�-)NS I-ou ACT INICAL 125 FOSTAL EQUlf=t-IENT VCT V5 G.B. FT G.B. FT G.5. FT GB. FT AND 11'"'RED BY, �,,,IE OR UNDER N AND RIESPONS;8LE 7 7 ---------- A D)LY m�EQ i %.ws OF 12-1 CARRIER VE5TI5ULE AF V5 G-5. FT G.5. FT G.5. FT 63.5. FT ACT TRANS 5TRTF A. TQ rnm><F 200 STAIR CONC. ve. (3.15. FT G.15. f=T CMU f=T G.15. f=T EXf= 7 202 STAIR V5 G-5. FT G-5. FT G-5. FT4 G.5.� FT EXF 7 7 7= 77777 �2 low, 77= �7 8 7- 7 7 AN REVISIONS: 77 NO: DATE: BY: 7777 PROJECT NO: 98110-15- DRAWING DATE: 11/29/a DRAWN BY: JAr INO SHEET NO. OF NO. -15-IN2.DWG 98110 FILE:' 2 Ff3LL0 COPYRIGHT' CMA, P.A. 2000 to N INOTE'3 NOTE 4 NOTE 5 21 01 NOTE 5, 12 OR AS SCHEDULE OR AS OR AS SCHEDULED No SCHEDULED D 10 Cq In bt HDUJ NOTES N14ING DOOR TYPE IL GIWUP THICKNESS TYPE MAT'L FINISH LA5E MAT'L FINISH DETA No. FROM/To SIZE TYPE A�R ul e ST., SUIE_0flx -on lorp/101 IH STL 101 3 1 3/4 Al . STL PT 4:2 CD S, MN 55A ao S8 `6(O 484 IH 103 31-0"X 11-01, 1 3/4" Al STL ' FT STL 338-29c��' ul i is t-march.col- I %J RIS OLSC� , 105 31-OUX I -on 13/411 Al WD PT IH 5TL 9 DOOR TYPE Al DOOR TYPE A2 DOOR TYPE A3 DOOR TYPE A4 DOOR TYPE A5 Ul to 1 .00 3/a' SLOT-S 101 31-OUX "l 1 3/4' Al SITL PT IH STL NOTE I'01 bt 1055 LUD i3 FOLDING GRILL DR In 1013/105 11-211X cb'-Ou 1 3/4n A] WD Hf=L C14 TYPE A < Y, th, Ste to cD DOORS IIOA EXT/110 31-Onx ,11-01 1 3/4' A5 ALUM IH ALUM 1,4 -2628 0 z 0<0 n. on IH 10 1,4 110C 110/111 -Oux "11- 1 3/4 A5 ALUM ALUM cNG INEER PLOTTING GUIDE I(O 1,4 IH DOOR TYPE NOTES North,EXT/Ill 31-OUX -71-0" 13/4 A5 ALUM ALUM A5 DOOR TYPE AS ES, HARDWARE AS SCHEDULE :,z 0 YPE DOOR.TYPE Aro DOOR TYPE Al DOOR T 1. MATERIAL, SIZES, FRAME I-OUX .11-On ome A] 5TL 2 IH 2, 5,1125 112/EXT 3 1 3/4u 2. NOT USED �­-!-ICAL ENGINEER 3. 6' WIDE GLASS TYPE 2, 3.114 113/114 3'-O"X -I'-On 1 3/4" IH 5TL 5, a Ave. S. 33C 4. 10'XIOR GLASS TYPE 2, 3.TYPE 5 NOTE 5, 13 311 -1 180 II(5 112/118 31-0ox T-Ou 1 3/4" Al 6TL FT IH 6TL ro DOOR$ 5. GLAS5 TYPE 2, 3. n 11CAL E-NGINIEFR TYPE C (o. GLASS TYPE 3.122 OMITTED and Associates DOORS 1. GLASS TYPE 5. STE-NnT= Ck :'jnce Ave, S.�T too 0 0 124 112/124 3 I-Oux -11-011 1 3/4 Al &TL PT IH STL OR AS �O 8. lO'X3/e' GLASS TYPE 5. SCHEDULED j431-0317 +chins S. INSULATED PANEL SECTIONS.I-Oux -11-011 126A 1261112 3 1 3/40 A4 IH 5TL 2 c3 -AP.E ARCHITECT 10. SAFETY EDGE. Wacker Pengley, inc.Kellog-I-ONX 11-00 DOOR TYPE Cl 11. GLASS TYPE 4.126C 1261112 3 CI 28 DOOR TYPE 51 NOTE 10. MN 1-040 IMPACT TRAFFIC SECTIONAL OVERHEAD 5' O.C. 12. 1/2'xl/2' STEEL BARS OORS SEE SPEC.DOOR 12roE EXT112ro ,5'-O'xa'_Ofi 1-3/4' 51 5% FT 5TL 31? 4, 10 er 13. BARS IF.MFGR STANDARD SEE SPEC. EXT112ro 31-0"x '11-00 1 3/411 A4 6TL f=T IH STL 23 10 r:)OOfR TYPE 14. INSULATE ALL EXTERIOR DOOR CORES, T.YPICAL. -IC SIDE OF DOOR ONLY 15. IMPACT BUMPERS ON TRAFF IIN3 SCALE: 1/4 1=1 1-0 I PROVIDE 3ro' KICKPLATE ON BACK 51DE OF DOOR, TYP.12teoJ EXT/126 ' I -0 x6-O' 1-3/4' 51 6% FT 5TL 3, 4, iO 7. Iro. 506' 5URnLAR'RESISTANT LAMINATED GLASS OR POLYCAR50NATE WITH FIRED MULLIONS AND 1/4"Xl'EXT/1121 (f=R) 3 I-OAX 81-on Gl 6% 4 5TL ' MIDPOINT. PROVIDE A MAX. IN CLEAR STEEL BARAT THAT THE PORT.,' ',­ BETWEEN 5ARS OR MULLION, TYP. ­`C.'--iNICAL SUBMISSIC,N SEA! AND SIGNATURE 01 .-OlIx -11 '(DISTINGUISH BETWEEN NOTES'AND GLASS TYPED)" BV 12-1/112 3 1 3/4 A4 6% PT IH 5TI- 23 I AND RESPONSIBLE— A DUI RP'GISTERFf THE LAINS OF i2lF 12-7/112 (FR) 3'-O'X 8'-O" 1 3/4' cl 5TL 4 5% 22 0 l201 OMITTED 8"203 201/203 3 I-Oux -11-00 1 3/4" STIL PT IH STL 00 WOR<ROOM IDE OTE &FOLD ING'GRILLE FROOM 106 14 6" t06" to E NOTE (o 4'I7 NOTE -1 ��-WICKET PANEL tic,WORKROOM L055Y L0155Y NOTE 4 SIDE SIDE SIDE NOTE r2-. NOTE 3 L055Y SIDE r_­\SECTION WICKET DOOR (,--)WICKET PANEL HEAD r,--)UJICKr=T PANEL SHELf�:SCALE:r )ScALE.- 3 -0 0 u E L055Y SIDE NOTE 2 NOTE$:1. PROVIDE HARDWOOD SHELF AND BRACKETS. FINISH SHELF AND EDGE AS DOOR, TYP.,-NOTE 1 NOTE I y N 2.' PROVIDE DEAD50LT LOCK, WHICH MEETS ANSI A i5&B GRADE I. THE IN OTE WOT;pj<ROOM THROW DEADBO.LT 15 OPERATED BY A THUMBTURN ON THE UJOF�J<ROOM �Df:SIDE ANSI EOISI FUNCTION (WITH NO EXPOSED TRIM ON LOBBY SIDE). INSTALL METAL RECEIVER IN DOOR STILE./--\ELEVATION L055Y SIDE ELEVATION ID WORKROOM SIDE (-,--�SECTION PANEL STRIKE 3. PROVIDE CONTINUOUS PIANO HINGE AT WICKET DOOR PANEL.E: 1/2'-V-O'SCAL kZ�SCA�LE- 3'=I'-O' 4. WICKET DOOR PANEL 18 THE SAME CONSTRUCTION, THICKNESS, AND FINISH DOOR AND WICKET PANEL TO BE ON SAME SIDE-AS r:>OOR_ HINGE or VERIFY 'HAND' OF DOOR FROM ACTUAL PLAN LAYOUT.-01, AFF, TYP-5. ISO' PEEPHOLE VIEWER 5'6. PROVIDE 1/5' x 2' CONTINUOUS ALUM. PLATE SECURED TO LOCK SIDE OF K�2� WIGKET DOOR DETAIL WICKET PANEL HEAD AND STRIKE SIDE JAMB, TYP-IN3 OF TH REATER-1. IF THE GAP BETWEEN THE FLOOR AND THE 50TTOM E DOOR 15 G SCALE: 1/2 I THAN 1/6' AND LEVER-TYPE.DOOR HANDLE 15 USED, AN INTERLOCKING THRESHOLD (WITH MAX. HEIGHT 1/2') 15 REQUIRED.7 IIIown c I77 R AND N DOOR, SCHEDULE NOTES 2%; 2'-O' REVISIONS:A E5 C; 4 00000 A 5 ON 1. HIGH PERFORMANCE ORGANIC COATING IID E F 21 F NO: DATE: BY:2. NO EXTERIOR HARDWARE-EXIT ONL . 31-ON I10.3. STEEL TUBE FRAME. 12'-4. HARDWARE BY DOOR MANUFACTURER. 0' ---j K L <II-ON 5. PAINT DOOR AND FRAME 105 BLUE M N 0 m \-1/41 BRACE TYP. q 1141 BRACE TY ro. PAINT DOOR AND FRAM E P2 LIGHT GRAY k7 C4 1. FAINT DOOR AND FRAME Pl BLACK 8. FOR FAINT COLOR, SEE SPEC. OSeOO, 3'x5'xI/4' TUBE e. STAIN, VARNISH Vx8"xi/4' TUBE MEM5RAERS TYP-10. PAINT TO MATCH METAL SIDING MEMBERS TYP. ROJECT NO: �H.M. P 199 W DRAWING DATE: 11/29/00 Li END VIEW FRAME TYPE 2 FRAME TYPE 3 FRAME TYPE 1.HIM FRAME TYPES (SEE 1N] FOR ALUM. C)r0afRe 4 FRAMES) CALE: 1/4 =V SHEET W. OF FILE: 810-15' IN3 DWG fl G:\USPS\98110-15\ -'CMA, P.A. 201n COPYRIGHT. u� K 04 (/���lv, 1E����(/��� eiI R. SERIES tip' Q`C� COMMERCIAL: REGULATORY SIC (/ 1 POST © � � If"7 - ��i:Y�it�i�i`� i..i '.� �..����� Val I�T�Y E .,_ p : z,En .-. O 20 @ 6 -@ — . FASTEN WITH SIGN AS EN M WHITE p ® �I;I II rn o NON- CORROSIVE RED SPEED /J► . r , ' BLACK _< � 'x 3/8 DIA MACHINE �° I BLACK L I I TYEW VEHMM . BOLTS W/ WASHERS WHITE X x 2 E SIGN WHITE OILY WHITE BLAGK. N o PER WHITE f f 4 0�, SIGN T1�i�E RD2�-10 SIGN ��/�' RU2�-10 $ PAINT SIGN 3'-6' LACK ONE WAY SIGN TYPE �CRro�. ; � r; o � BLACK FASTEN RED - M o BACK WHITE BEAT TYP. SIGN POST T>,2'Xl2 GA GALV. .» 5%. TUBE C F Cs N t (PAINT POSTAL BLUE 3@®@' 3®18' 24�x3@' 36°X©°x36' 3@©@' 3@�x3@' 36�'x12 ,.. ; S W/ MATTE FINISH) NOTE: Associates 1. FABRICATE ALL SIGN PANELS OF 16 ga. ALUM. 4 ry F INISH GRADE 1 ¢ Sty 2. POST MOUNT: USE NON-CORROSIVE 3/8' MACHINE BOLTS W/ WASHERS, w OR PAVEMENT _ ;2 o w Q 2 PER SIGN, 2' X 2' SQUARE GALV. STEEL TUBE a 3. WALL MOUNT: USE NON-CORROSIVE 3/8' LAG BOLTS W/ LEAD EXPANSION 5HIELD5, 4 PER SIGN. PLOTTING I I , GUIDE I . .o) I I NEER r -'-ssoci tee 2 1/41X2 1/4' 12 GA. t GALV. STL. TUBE 41 — Iw1' I• I i . i m SIGN TYPE K-Io SIGN TIFE L-2A SIGN TYPE RA20 ; 12'0 CONC. FOOTING I I ' . ,. "E R @ (BLANK) A© EMPLOYEE PARKING ONLY' _ Ave. ...;... STE 330 la'Q.) I ® 'MAIL DROPS' © 'HANDICAP SYMBOL 4 RESERVED PARKING' - 43 �. I © '-- ENTER PARKING' © 'AUTHORIZED VEHICLES ONLY' L _` a.• 3' MIN. ENTER PARKING' DO 'HANDICAP SYMBOL 4 VAN ACCESSIBLE' FOAL ENGINJEE td Associate.; ice Ave. S. STE 330 1 EXTERIOR SIGNr�eGE �ET�eILJ 8' 55435 1 0317 —031? i�ins ; E ARCHIT` N f. acker 1��gley, N } all CRS '4' MIN. 6' MAX. PAVEMENT STRIPING. TYP. TRAFFIC ARROW. TYP. LETTER. TYP. THATTHE PORE 5 ., i t ' StJemis a1c= . NOT , 3G S1NATU rt NON-REFLECTIVE YELLOW PAINT SY ME 'FOR UNDEa=. � L-2A AND RESPONSIBLE, �,GRS I FOSTAL FAVING M,�RKINGSTEH ET H �� LAWS a aLrgTf , 0 INTERIOR 5[GNAGE 5GHEPIU� II • 1 S IGNAGE SCHEDUL NOTE NUMBER NAME _ RA20 PLYON 2 JI-BI MANDATORY POSTER FRAMES " . C RCRo4 HORIZONTAL CABINET 2 JI-52 MISSING CHILDREN / WANTED PARENTS FRAMES RD24-1@ STRIPING 2 J2-51 I1-3/4' INTERIOR STRIPING" CRS O 24-10 RSI PLAQUE 2 J3-83 3-1/4' WHITE SINTRA LETTERS I 'RENT-A-BOX ' x RNl DOOR VINYLS (HOURS) 2 Jl-A4 MAIL DROP ID PLAQUE 'MAIL' , L-2,q GR6 4 - K-6 DIRECTIONAL SIGN 2 J7-Gl COLLECTION TIMES - PLAQUE l► o �� 0 1724-10 L-2A REGULATORY POLE SIGN PLAQUE 2 J9-Al RING BELL FOR SERICE WALL / r -L-2A J10-AI PUSH / PULL ENTRY DOOR r 4o Sl J11-AI NEXT STATION' COUNTERTOP SIGN J 12-Al 2'-10'S/S' MENU BOARD J12-Bl 1'-4 1/8' MENU BOARD y: 2; NR2 DOOR VINYL (STATION 4 HOURS) CASEWORK SC�4EIDULE EQUIPMENT SCHEDULE�* NUMBER NAME NOTE NUMBER NAME NOTE , �° - - G12@ VENDING MACHINE TEMPLATE 2 EI@i LETTER DROPPS 15��iD 1 �� " IRS C14@ SCALE CABINET 2 E114 MULTI-COMMODITY MACHINE I / - C (MGM) 1625 A 4 B• G151 MAIL DROP COUNTER 2 E301 BOX MODULE 1 ® L- A� C201 SLATWALL DRAWER UNIT 42' 2 E302 PARCEL LOCKERS 2'-0° 2 C2@4 SLATWALL CORNER 9@ DEG. 21' 2 E3�o2 POSTER FRAME 2 C205 SLATWALL END FILLER 2 E401 IRT WORK STATION 1 CRS G206 SLAT WALL PANEL 2 E4@2 LRT. ADD-ON ACCESSIBLE 1 ' A B • COUNTER PLAN, S1 E -2A G2@'1 NAND SLATWALL END FILLER-LEFT 2 E4@6 BARK PEDESTRIAN GUIDANCE 2 CASEw . R SCHEDULE'' C220 GASPWRAP CONFIGURATIONS 2 E502 KEY CASE WALL MOUNT 1 R5 G25@ MEGHANDISING GONDOLA 2 E5@6 EMPLOYEES LOCKERS 1 REVISIONS: A B �GRS GRS C31@ PARCEL SLIDE STORAGE WITH 2 E510 FIRST AID CABINET 1 NO: DATE: BY: © � L-2A WASTE G311 45 DEG. GOOIER FILLER 2 E511 FIRE EXTINGUISHER 2 G321 SASE CABINET WITH WASTE 2 - �,,.+!''�'� —`` .:, • . , -. - AND WRITE E53@ WINDOW BLINDS 2 •/ �" C34@ PC WRITING DESK 2 E531 BENCH (LOBBY) 2 C342 HG WRITING DESK/FORMS 2 N/A EAS 2 K COMBO HANDICAPPED DESK 2 1 © G345 AND FORM COUNTER / C410 TUB STORAGE UNIT 2 CASEWORK, EQUIPMENT, 5I�i�AGE NOTES RA20 A B G CABINET 2. C413 BM FURNISHED BY OWNER. A55EMBLEDANSTALLED BY CONTRACTOR PROJECT NO: 98110-15.,. C415 POUCH HAMPER CABINET 2 2 PURCHASED/ASSEMBLED/INSTALLED BY DRAWING DATE: 11/29/00` CONTRACTOR AV C42@ WALL CABINET 2 DRAWN BY: JAI AV C422 ZIP CODE COUNTER 2 C 11'1 UNDERCOUNTER STORAGE UNIT 2 2 EXTERIOR SIGNAGE FLAN G13.1 SGREENLINE BASE 2 Nglkm 4 CABINET/SLATWALL 11�14 1' = 20'—0' SHEET No. OF NO. r _f .....n ..c,". �a, .... - ... .,,., -.lS ....a >.. ..x ... .-.,; ,_$ .... .. .., � r,-.i .i., ..,_v...,.,r r',c, E`f ca*• • .: , . ., :.x. _. - WG FILE ,,. .,n ..{{_ _. -:..._. s.. ..._.., f,. ., r„ • - - ,1..: .mow x.,. .,. ... ld.4 i... -b S. .. .. ,yn.x.,., t.s 4 a I $ • ,.;Y ff -., Y..> _ .e—.5... a.it1, G:• ..: , .k•,. r—.. _t, ti, '... I :7+;:Y`,nx, -_..Ks..,... .« .;.,f { 15 IN4 D _,.. , ..•:.:.,: .� .._...c., ,t$ti....:� : ...,�. ,•.�L` ,r ..., - .., ,..,• F,s..-..., .:,..-:. 6,.: ,. : ,+...:_ .�. 1.. .. __ ? .-ems.,:- 1` ._, ., .a' ..7.:,,:� a• .. 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I � . . , ­ - . , . I . I I I ,,,, 11 � I I ­ . 1 I � � + 1 � I I 11, I � I I .. I ,� 11 ­ -_ I I � I � I . - ­ I I �_ I � � I ; . I I � . . I . I . 11 � I I 1. - 11 , I , ,, ­ " , I I � � ­ I I ­ +, . I I I I 1. I . ­ 1 , -1 � ­ I I . I . � � I I � I r I I ­ � . 1. I '' � ­ ,. -, I", ­ I . ­ �I I I .� I , .� . � I - � � . � � I ­ . . � � I . y 1.11 I . I I- . I 1. I I , I - '' _,� I N xGww, - - gyp.,,., •,,;' .,_; " � . g N x OD s s NOTFS � Lq � 1. ALL EXISTING INFORMATION TAKEN FROM SURVEY BY VALLEYS SURVEYING DATED FEBRUARY 01 2000. .. rn ,. ,. 2. SUBSURFACE GEOTECHNICAL INVESTIGATION BY RAU I , , .. 00 Mi� r ., INTERTEC REPORT N0. BABX-00-0316. DATED JUNE 27, 1999. .•� �, r AR ; -,.'; x a o 3. CONTRACTOR TO FIELD VERIFY ALL EXISTING CONDITIONS FAX.+ o INCLUDING LOCATIONS OF EXISTING UTILITIES, AND NOTIFY E-- ; ENGINEER OF ANY DISCREPANCIES PRIOR TO STARTING catiTAO n CONSTRUCTION. •r 4. CONTRACTOR TO PREVENT DIRT AND/OR DEBRIS FROM ENTERING STORM SEWER OR BEING TRANSPORTED OFF-SITE IN AN UNCONTROLLED MANNER. CONTRACTOR TO VERIFY CAI` . N N AT PROJECT CLOSEOUT THAT STORM SEWER SYSTEM AND PONDS j Ex-SAN MH r FUNCTIONAL. It E gsr V) ARE CLEAR OF SEDIMENT AND/OR DEBRIS AND FULLY C RIM 958. 1 a V �,� V. 947. 5 gsg z 5. ALL AREAS DISTURBED BY CONSTRUCTION WHICH ARE OUTSIDE 2 of w Q < THE LIMITS OF PAVING ARE TO BE RESTORED AND Pp o a REVEGITATED. (00 7r PLOTTING 6. CONTRACTOR TO PROVIDE TEMPORARY GRAVEL CONSTRUCTION ` GUIDE 96, ENTRANCE AT ALL CONSTRUCTION ACCESS LOCATIONS. SEE 960DETAIL 4/C2.1. rr 966 SILT FENCE, SEE 7. ALL EROSION CONTROL ELEMENTS ARE TEMPORARY. CONTRACTOR "` 1 I Ex- H DETAIL 3/C2.1 TO INSTALL EROSION CONTROL ELEMENTS PRIOR TO START OF" RIM 7. 8 MH E LAND DISTURBING ACTIVITIES, MAINTAIN IN GOOD CONDITION INV. 5 .03 RIM 961.5 DURING CONSTRUCTION AND REMOVE FROM THE SITE UPON COMPLETION OF FINAL PAVING AND TURF ESTABLISHMENT. 8. CONTRACTOR TO INSTALL SILT FENCE OR STRAWBALES AROUND 967 ALL EXISTING CATCHBASINS AND MANHOLES PRIOR TO THE START 59.5 60.1 959 �. ` OF LAND DISTURBING ACTIVITIES AND AROUND ALL NEW CATCHBASINS CB D AND MANHOLES AFTER THEY ARE INSTALLED. SEE DETAIL 1/C2.1. RIM 958.8 + s C 9. ALL UTILITY DEMOLITION AND/OR ABANDONMENT TO BE ``IS LIGHT 0 T RI 958.5 FES INV 8 STATE OFPERFORMD IN MINNESOTARDANCE REGULATIONS ITH LITY OF AND STANDIOR ARDS�KE AND PED. RAMPS PER BE R 0 AT D 00 B B rn fi0 63 ogs SAFETY_SHELF x S N MH f;. RI M M 9 5. CITY REQUIREMENTS . 9 0 Q t: �n IM 958.5 5g I V. 957 60 96 , 10. EXISTING UTILITIES ARE SHOWN IN THEIR APPROXIMATE a + 59. 60. qso ~`�--�� LOCATIONS. CONTRACTOR TO FIELD VERIFY THE LOCATION OF ` 960 � Benchmark 96r 4 ALL EXISTING UTILITIES WHICH MAY INCLUDE BUT IS NOT LIMITED r O � � T. H. 967.04 � a, C NGVD 1929 Ad". TO: ELECTRIC, TELEPHONE, GAS, CABLE TV, COMPUTER CABLE, ar 59.7 60.3 6 �0 �' 60. o FIBER OPTIC CABLE, SANITARY SEWER, STORM SEWER AND - \` WATERMAIN. CONTRACTOR TO CONTACT GOPHER ONE-CALL #_ .o - g BEFORE EXCAVATING: 60.3 / 57 60.4 60•g STORM WATER POND A 11. ALL EXISTING UTILITIES AND OTHER IMPROVEMENTS ARE TO 'I 60.9 61.0 NORMAL WATER 'LEVEL= 954.85 Ex. B E C REMAIN UNLESS NOTED OTHERWISE. { Q 60.8 1100 YR WATER LEVEL= 955.70 RIM 64.06 I 9 4.01 I CB A / INV. 58.96 N 959.91 12. CONTRACTOR TO PROTECT FROM DAMAGE ALL EXISTING RI 958.5 S 5 C2.1 15" RCPIMPROVEMENTS, LANDSCAPING, STRUCTURES AND UTILITIES I / s> p THAT ARE TO REMAIN. CONTRACTOR TO REPAIR ANY 957 5 DAMAGE. AT OWN EXPENSE. I 0R9� D BUILDIN 6 / T IP •13. CONTRACTOR TO FIELD VERIFY THE EXACT LOCATION AND 59.2 59.5 FFE _ �J�J (:00 �� H F ```� VC . z ELEVATION OF EXISTING STORM AND SANITARY *SEWER PRIOR / \ \ �+ 7.0 "', a/ OND i V. 958. 7 a V / TO THE .START OF CONSTRUCTION. 7 ET TRUCjURE 59.6 60 95 RI 95 9 SEE T Cl. 14. SEE ARCHITECTURAL FOR DIMENSIONED SITE LAYOUT, FENCING, t E -STM MH STRIPING AND LANDSCAPING SEE ELECTRICAL FOR SITE : T 954. I :`SONS EX. CB IM 95 .27 I SS n LIGHTING. RI 954.91 lNV. 9 .12 o S -ION �59. 59.9I V. 951.00 s . 9S 15. CONTRACTOR TO PROVIDE TEMPORARY SEED AND MULCH ON ALL C s DER EX. CB X a 4 ,7 G p0N 9 56 5 iS�tN 9� NON-PAVED AREAS WITHIN 7 DAYS AFTER ROUGH GRADING IS 5 ABLE. RIM 957.23 IM 54. 6 58 5 .1X. g5k s COMPLETED. SEED WITH ANNUAL RYE SEED AT 60 LBS • PER w¢ TE :ED INV. 953.23 T INV 95 .8 �s E E� TR CH DRAIN RETAINING WALL MH L ACRE AND WOOD MULCH FIBER AT 45 LBS PER 1,000 SF. A ��S OF "• � c9 POND B � +957 I 956.7 SEE ARCHITECTURAL OUTLET STRUCTURE--t' SEE SHEET C1.3 16. PROVIDE THE FOLLOWING' MINIMUM COVER OVER THE TOP OF gs> . / PIPE AS FOLLOWS: _ RANSFOR R PAD _ 58.2 A � . E D I Q) SEE ELECT I ' A. 8 OVER WATERMAIN 95 958 pNO B. 5' OVER SANITARY SEWER. EX- MH o' RCP C. 1' OVER STORM SEWER V. 947. 8 955 EX. CB 95 .57 1.0 MH H ssa.53 5 ` p�F-p RIM 95 .95 94 ..87 2n•' T 59 �g RIM 958.2 17. CONTRACTOR TO .COORDINATE RELOCATION OF TELEPHONE LINES INV. 95 / +57.5 "" NE COMPANY. ; 57. 5 7apG 9 ' WITH PHONE 9s 6 -g - 18. EXISTING WATERMAIN, STORM SEWER, SANITARY SEWER AND GAS Benchmark EI, I 55.67 /. 8" VC SAN/T T 957 DISTRIBUTION MAIN TO REMAIN. PROTECT FROM DAMAGE. T.N.H. 958.39 94 57.2 ARY SEW 59 NGVD 1929 Adj UP RIM B 1 4•, RCP CS' C 9 v 20 D A ,x _ _ LEGEND I INV. 9. RIM 955.2 � G q�. 5� ' 'RM-_qiN` Ex. ee Cam. RIM 954.0 955 CB H RIM 9 1$ T O� rx INV. 947 9 24 RCp RIM 955.9 58 INV. 941. - EX-. • RIM 955.39 � � 59.3 o � � � SAFETY SHELF ems. . +58.6 TRA 0 CU941.87 PED. RAMPS PE s. . . 9 57.4 ,� » EXISTING STORM SEWER 958 WALK FLU HPAV / <o CITY REQUIRE= ,� RI 955.9 _ + c�h E EXISTING UNDERGROUND ELECTRIC ` ' �` P '. . .'. . .. . . ... ..'. -MHTRANS CURB I RIM 5 .89 STORM WATER POND B G EXISTING UNDERGROUND GAS LINE V. 46.9 PED. RAM S P NORMAL WATER LEVEL_ 958.0 { 5 .' '• .'• . .'.'•:. •'. . '• 955 100 YR WATER LEVEL= 959.75 I REQUIREMEN EXISTING SANITARY SEWER q - (o . . . . .. . .. • . . . . . . ' -RAISE 959.0 c ' EXISTING WATERMAIN HEET C1.3 LI T XISTING. . . .... . . . . .'. . . . . . . . .. .'. . ^O c LIGHTWEIGHT ohv EXISTING ELECTRIC LINE a� 9. ILT FENCE BE RELOCATED. El 20" IP WATE AIN . .'.'. . . .. . .'. . . . . . .'. �_�--•��. ' NCE TYPICAL SEE DETAIL 3 C2.1 AISE RIM TO 56.5 Bench ark El., T EXISTING UNDERGROUND TELEPHONE �. . . / .'. '. . . ..'. .'. CB SE T.N.H. 3.22 E SHEET C .3 8" CP SANITAR SEWER �X. 53�4 NGVD 19 9 Adj. EX-SAN MH 852 EXISTING CONTOUR .:...:. ..... . . .... :.'.' .� 3 RAM g �g 9k RIM 963. 1 INV. 9 .91 • 63� CX• ,2a ® EXISTING CATCH BASIN Rt g A6. � ,M g53 3 /, f t O g�g•3 H, o EXISTING FIRE HYDRANT ; GV E�2g ° D4 EXISTING GATE VALVE PED. RAMPS PER Rtv g �?� Z_�� RAISE RIM TO 957.E CITY REQUIREMENTS tN �' SEE SHEET C1.3 EXISTING SANITARY SEWER MANHOLE Q EXISTING STORM 'SEWER MANHOLE 9s" w N� EXISTING LIGHT POLE EXISTING UTILITY POLE • 950 EXISTING GUY WIRE - NEW SILT FENCE END PIPE • -- 36" RCP INV. 945.43 - ® NEW CATCHBASIN ♦ NEW EGRESS/DOOR o-, g57 PROPOSED CONTOUR SHEET INDICATES AREA' OF OF EXISTING LIGHTWEIGHT FILL NORTH C GRADING x x XlE� x .. EXISTING STORM TO BE REMOVED 1�� rlN� GRADINGIDRAINAGE 8c EROSION CONTROL PLAN EROSID CONTRx C 1 .2 1 =30 • +60.6 PROPOSED SPOT ELEVATION - ADD 900 • 0 . 30' 60' 90' REVISIONS: NO: DATE: BY.- PROJECT • 1 NO: 98110-15 i DRAWING DATE: 11/29/00 DRAWN BY: JMG • i CONSTRUCTION SET SHEET 1 OF 4 . i FILE:; .. I ' I v f 200049Ci.DWG. X.9 COPYRIGHT CMA' P.A. 2000 1 .. .. O 1 .ram'••. � .. tt ., N N k N NOTES • r p ri= t5u. `F.. N - $,'• ,. w 1. ALL EXISTING INFORMATION TAKEN FROM SURVEY BY VALLEY cn x , SURVEYING DATED FEBRUARY 01, 2000. EX-SAN-MH rY as RIM 958.51 ¢ . 2. SUBSURFACE GEOTECHNICAL INVESTIGATION BY BRAUN {t• INV. 947.65 Z Q INTERTEC REPORT N0. BABX'-00-0316, DATED DUNE 27, 1999. x Co a PHQ , : C> K = ; �Y a 00 3. CONTRACTOR TO FIELD VERIFY ALL EXISTING FAX: 29¢ w N o �" CONDITIONS INCLUDING LOCATIONS OF EXISTING v ... E-MA . .. UTILITIES AND NOTIFY ENGINEER OF ANY . _ j CONTA DISCREPANCIES PRIOR TO STARTING CONSTRUCTION. t 'A 4. CONTRACTOR TO PREVENT DIRT AND/OR DEBRIS FROM a, ENTERING STORM SEWER OR. BEING TRANSPORTED 4 Ex-sT - H OFF-SITE IN AN UNCONTROLLED MANNER. CONTRACTOR CQNSIT TO VERIFY AT PROJECT CLOSEOUT THAT STORM SEWER r RIM 9 7. 8 N N INV. 5 .03 SYSTEM AND PONDS ARE CLEAR OF SEDIMENT AND/OR DEBRIS i Van .} : AND FULLY FUNCTIONAL. C1 v...; Lo ., aiae �c 29: Suite- 1,,. 120'-1 " RCP © 0.30% 0 -1 „-RCP 5. ALL AREAS DISTURBED. BY CONSTRUCTION WHICH 1 wf`,f ''---- ARE OUTSIDE THE LIMITS OF PAVING ARE TO BE pl CB C © p 30% ® 0.30% DRAINAGE AND -' Y o z c� �r' y RIM 958.5 RCP Cg D MH E urILIrY RESTORED AND REVEGITATED. w Q 142 -15' RIM 958.8 -' RIM 961.5 EASEMENT I s (?6 o a INV 955.7 0 �, Ant e `NAGS AN �� -�'� INV 955.29 INV 954.93 6. ALL EROSION CONTROL ELEMENTS ARE TEMPORARY. PLOTTING r' oR�Y EASEME TY PAVING r'' W/RIPRAP Y CONTRACTOR TO INSTALL EROSION CONTROL ELEMENTS GUIDE 2 -12 EX-SAN-MH PRIOR TO THE START OF LAND DISTURBING ACTIVITIES 0,30% SEE 6/C2.2 ��, RIM 965.10 MAINTAIN IN GOOD CONDITION DURING CONSTRUCTION ' STORM WATER POND A INV. 957.60 AND REMOVE FROM THE SITE UPON COMPLETION OF NORMAL WATER LEVEL= 954.85 FINAL PAVING AND TURF ESTABLISHMENT. Esuite ?z Q B O 100 YR WATER LEVEL= 955.70 k' benchmark El. I O T.N.H. 967.04 r p�° RIM 958.5 7. CONTRACTOR TO INSTALL SILT FENCE OR STRAWBALES .g r NGVD 1929 Adj. c a COp INV 955.79 0AROUND ALL EXISTING. .CATCH BASINS AND MANHOLES • PRIOR TO THE START OF LAND DISTURBING ACTIVITIES AND AROUND ALL NEW CATCHBASINS AND MANHOLES AFTER THEY ARE INSTALLED. SEE DETAIL 1/C2.1. c sq ,. ,• �� SEE 5/C2.1 Ex j 8. ALL UTILITY DEMOLITION AND/OR ABANDONMENT TO BE Ex. CB PERFORMED IN ACCORDANCE WITH CITY OF PRIOR LAKE s� ROOF DRAIN MH F RII 64.06 RIM 964.01 ' q � POND A � IN Fa, INV 956.00 58.96 INV. 959.91 AND STATE OF MINNESOTA REGULATIONS AND VERIFY WITH OUTLET STRUCTURE AND BAFFLED WEIR 15" RCP STANDARDS. MECHANICAL SEE DETAIL 1A/C2.2 PVC A CB A 20 -18 PVC �5 9. EXISTING UTILITIES ARE SHOWN IN THEIR APPROXIMATE + LOCATIONS. CONTRACTOR TO FIELD VERIFY THE LOCATION RIM 58.6 PROPOSED BUILDING ® 0.75% 954.85 I INV 56.04 E PIPE OF ALL EXISTING UTILITIES WHICH MAY INCLUDE BUT IS NOT ., FFE = 96 .00 CB G 15" VC a LIMITED TO: ELECTRIC, TELEPHONE, GAS, CABLE TV, COMPUTER CO 7 RIM 956.9 DOCK INV. 9 8.97 df CABLE, FIBER OPTIC CABLE, SANITARY SEWER, STORM SEWER LIG DUTY INV 953.66 0 AND WATERMAIN. CONTRACTOR TO -CONTACT GOPHER ONE- o CALL BEFORE EXCAVATING. ` z PA ING, SEE 18 FES W/RIPRAP EX SUM-M > :` RI 955.2 6 C2.2 18 LF TRENCH DRAIN 49 -12 RCP INV 954.70 10. ALL EXISTING UTILITIES AND OTHER IMPROVEMENTS ARE TO Ex. CB I 950. 2 x. RIM 956.7 © 0.50% REMAIN UNLESS NOTED OTHERWISE. RIM 954.91 r ` RIM 9 4. 6- EAST INV 955.45 ° s4 ., RETAINING WALL, INV. 951.01 IN 5 .86 WEST INV 955.65 11. CONTRACTOR TO PROTECT FROM DAMAGE ALL EXISTING Ex. CB ° ° SEE ARC�HITpECTURAL' POND OUTLET IMPROVEMENTS, LANDSCAPING, STRUCTURES AND UTILITIES RIM 957.23 WETLAND INV. 953.23 T. �NEA�ED -SEE 5/C2.2 FOR EX�ST�NG k' 27" FES W/TRASH GUARD AND BAFFLED WEIR THAT ARE TO REMAIN. CONTRACTOR TO REPAIR ANY DAMAGE t DEL CONCRETE PAVEMENT ��. 95 ' INV 954.70 t sl AT OWN EXPENSE. REMOVE E AT DOCKS 2 ° ° SEE DETAIL 1O/C2.1 Ef EXISTING 1 12. CONTRACTOR TO FIELD VERIFY THE EXACT LOCATION AND ' CO 30" RCP 4 N TE #21 ° a 16 -27 RCP I �, SANITARY SEWER s g 06% ELEVATION OF EXISTING STORM AND SANITARY SEWER PRIOR E SEE NOTE �a VERIFY INV 954.50 p I TO START OF CONSTRUCTION. ri r r 17 W/ MEC VERIFY W/MECH °a 12 RC R M 9j ° ° ° © 3.71% �o° H Fi 21" FES W RIPRAP P��� _ 13. SEE ARCHITECTURAL FOR DIMENSIONED SITE LAYOUT, FENCING, u. Ex. CB r , o 'RIM 95 .2 / N� STRIPING AND LANDSCAPING. SEE ELECTRICAL FOR SITE s RIM 957.95 9 7 ❑ N WV 953.41 INV 957.73 pE� r LIGHTING. INV. 954.60 a ND P OF sleT • F. RCP .��g R � . .- .,..,- ..,8. �.DIP � _ � o� 15 -•21 C STORM WATER POND B _ w _ `�- 8 PIV E @ 1.50% NORMAL WATER LEVEL= 958.0 14.. CONTRACTOR TO PROVIDE TEMPORARY SEED AND MULCH. ON N-MH -= - - 100 YR WATER LEVEL- 959.75 r _r {� ALL NON-PAVED AREAS WITHIN 7 -DAYS AFTER ROUGH OR, R 4�' 55,67 8 VCP I Benchmark El. a. F`* _;:'� ,< �-�, T ,,o -------•_ Nrr .. & G.V. ` GRADING IS COMPLETED. SEED WITH ANNUAL RYE SEED AT 1 V. 94 AR S T.N.H. 958.39 EW ER K 4 C2.1 ti T G / 60 LBS. PER ACRE AND WOOD MULCH FIBER AT 45 LBS ' E= 1 „= ED NGVD 1929 Ad'. ` n' ��rn l \ , i ROUTE NEW HEAVY DUTY PAVING r �j; ,T e o RELOCA �rn SEE 7 C2.2 MH L PER 1,000 SF. OE , y DRAB STORM BELOW / POND B � . ram„ �`' F Qox ,; EXISTING TELEPHONE Ex. CB r 4.. `- uri��T NACE AND aL„-.P0 "`: 15. PROVIDE THE MINIMUM COVER OVER THE TOP OF OUTLET STRUCTURE AND BAFFLED WEIR RIM 954r1` "� RCP .--CB G Y EASEMENT w �� T 31 - CID LINES S T �I PIPE AS FOLLOWS: -� SEE DETAIL 1 B/C2.2 INV 949 RIM 955.2 G ;, 0% ; A. 8' OVER WATERMAIN EX. CB EX-SAN-M PIPE " �-�-� `s� B. 5 OVER SANITARY SEWER INV 947.4'6 CB H - O� C. 1 OVER STORM SEWER r. r'£ RIM 954.04 � r RIM 955.9 RIM 955.18 INV 952.46 y" � ``-��.::: �'' �"'�"r T INV. 947:59 I V. 941.56 CONSTRUCT CB K • .'. . .'. . . . , . INV 947.26 s M 955.9 958 S OUTSIDE DROP 9 ._ 16. 273 LFt NEW 27" STORM SEWER INCLUDING FES POND n F In 2 ,. EXISTING SEE DETAIL 9 C2 INV. 9 /RIM 95 : 4 / I F w ° RCp . SEE NOTE OTE 18 51.43 �f' k OUTLET, CATCHBASINS J&K, MANHOLE H AND CASTINGS TO CONFORM r k '.'.'.'. .'.'.'.'.'.'. ................. ..'.'.'.'.'.'. . .'. .'. ...'.',. .. # v:; CONFORM WITH CITY OF PRIOR LAKE STANDARDS. �'•,,:` �. ... , z' AGE PIPE INV 947.00 �. . GRAIN .. .. . . .. ... . . .. .. . . .'. . . ... . ..' . .. ..'..'.. .. .. .. .. .. .. . .. . CP 3.0 G = AND,UTILITY `, P A XISTING STORM SEW R N 2 'S� 17. RE L CE E E MA HOLE CASTING WITH - _- v: . .. .. .. .. .. .. ....'.'.'.'.','.' ,'.'.'.'. 127 -27 R } :. EASEMENT F I EX-STM-MH ROUTE NEW �A 44,_ / ti �K NEW CATCHBASIN CASTING PER SCHEDULE. RAISE CASTING r ,,•, • • , • ,• • • • •......• . , • , • , • .'.....' ; . . . . . . . RIM 954.89 ST -° RIM ELEVATION UP TO 957.6. CONTRACTOR VERIFY CASTING x I CITY ENGINEER PRIOR T N •'•'•'.'•'•'•'.'. " ' .'. .'.'. ..'.'.'.'. .''.'.'.'.'.'.'.'.'..'.'.".'.'.'.' '.'.'.'.'. '. .'.'.' INV. 94 EXISTING SANITARY TYPE WITH C E E 0 0 PLACING ORDER. m r . . .. . . . . . . .. ..'.'.'. .'.'.'. .'.'.'.'.'.'.'. .','.'. .'.'.'.'.'.'.'. '.'. . .'.'.'.'.. . .. . . . . . . . . . . . . GOIST T j REMOVE EXISTING 30 STORMPIPE TO NORTH AND FILL HOLE R�BUr,O I IN MANHOLE WALL SOLID WITH CONCRETE. Q .. . .. ......'..'.. .'.'. .'. N M .. AIN ,v, . '. . '• . . .'.'.'_ G (20 E ROUTE N EXISTING MH Iasi '= y �. w T _ ...,,. .,�,��20--.:QtP •.W .;, ,.. _ , r ;�; ,.: �..r$T r-..,� 18. RAISE EXISTING SANITARY SEWER MANHOLE CASTING RIM ELEVATION -- ATfRMAit < � S FLOW SEE NOTE 19 ...r,, .... , , ... ,. ., ,Aw ..,...�-Y �-:�� :.:.. ': •; �= , . i� a U TO 959.0 �, ,_... . _ , y. . . . ---EXISTING 4 GAS .. - ,, : w z , ; � �` EXISTING LIG T . . . . . . . . . . . . . . . .. . . . . . . . .. .. .. . . .. .. ... .. . . . 8 N H 963. 2 �. « ,. r Ga LINE EX-SAN-MH C?-- 8 VCP SANI ARY SEWER WEIGHT FILL REA EX. 3�� NGVD 1929 Adj. 19. RAISE EXISTING SANITARY SEWER MANHOLE CASTING RIM ELEVATION tirt tl R\VA 9g4a 9� RIM 963.81 UP TO 95G.5. ... . . . . . .. . . .. . . INV. 950.91 � . . . . . . . . . . . . . . . . . . . . . . 60 �e ENV NOTE: NOTE: , EX' g8 20. ALL CATCH BASIN AND MANHOLE STRUCTURES TO BE 4 DIAM.. U.N.O. 52• G� c RAM g�6 53 �X• 953`2a OORDINATE DESIGN . V• R`M 49.33 PROVIDE TAMPER SWITCH ON PIV. 21. ROUTE NEW SANITARY SEWER ABOVE NEW WATERMAIN. MAINTAIN 18" �N v 9 AND CONSTRUCTIO BY OTHERS tN MINIMUM SEPARATION BELOW SANITARY. EX• GB REPLACE CASTING PER CITY STANDARDS. D � '` L� �G� LEGEND I �r 4' 2 moo, NN ry >> EXISTING STORM SEWER E EXISTING UNDERGROUND ELECTRIC G EXISTING UNDERGROUND GAS LINE . `° END PIPE 36" RCP EXISTING SANITARY SEWER INV, 945.43 EXISTING WATERMAIN ohv EXISTING ELECTRIC LINE T EXISTING UNDERGROUND TELEPHONE 852 EXISTING CONTOUR ®wa EXISTING CATCH BASIN NORTH EXISTING FIRE HYDRANT Yv Dd EXISTING GATE VALVE 1 UTILITY AND PAVING PLAN . 1 =30 - (3) EXISTING SANITARY SEWER MANHOLE USA C1 .3 N - w. 0 30' 60' 90' ® EXISTING STORM SEWER MANHOLE > EXISTING LIGHT POLE SHEET .: CQ., EXISTING UTILITY POLE UTILITT-4, -� EXISTING GUY WIRE `, PAVING, , ® NEW CATCHBASIN ® NEW EGRESS/DOOR INDICATES AREA OF EXISTING LIGHTWEIGHT FILL REVISIONS: INDICATES HEAVY DUTY PAVEMENT SEE 7/C2.2 NEW STORM SEWER NO: DATE: BY: NEW SANITARY SEWER W NEW WATER LINE [� NEW GATE VALVE .. .. .. ., EXISTING STORM TO BE REMOVED • 1 PROJECT NO: 98110-15 DRAWING DATE: 11/29/00 DRAWN Est: JMG CONSTRUCTION -SET , ' .,1 SHEET 0F 4 I k• •. - :FILE:47 200049C 1.3.DWG I F COPYRIGHT CMA P.A. 20170 � __ r n. < t, £z ' S �P� in TIE LAST (3) JOINTS ON INLET & o STAKED & ENTRENCHED - \G OUTLET W/ 2-3/4" DIAMETER GALVANIZED C1N1 S STRAW BALE 2-STAKES vC� B TIE BOLT FASTENERS PER JOINT INSTALLED NOS . 1 ,s+ILL a r .. ( pF P Sp, AT 60' FROM TOP OF PIPE 21 T, �. PER BALE) FLOW 0 K 61 6'-0 co " COMPACTED SOIL TO F.O $ �yjM 0 0 Q . S As BINDING WIRE MILE PREVENT PIPING FILTER FABRIC ° U M , - � � � PHONE 1& 2� o STRAWBALES OR TWINE _ . o N 36 WOVEN o o FAX y m�* . SEDIMENT LADEN WIRE FENCE .. P I F- o I I E-MAIL-.E o FILTERED RUN-OFF STEEL POST A CONTACT,- _ . HAND PLACED RIPRAP, 0 INDIVIDUAL STONES SHALL NOT , m, , •, . Ln Pt $ CATCH BASIN RUN-OFF I I I I I I :•;.''..'•.. (OR WOOD) @ W T r, GRATE (OR � I I I i � � 6'-0"O.C: 1 1/2" WASHED °00 PROVIDE TRASH GUARD o Nu', - COARSE AGGREGATE Oo° o o WEIGH LESS THAN 50 LBS. MH COVER) 'II i Ijli ilk 12" THICK p O °� WHERE INDICATED ON PLANS o EXCEPT THOSE USED FOR CHINKING - M M o °00 / o CONSULTA # p° WITH 5 8" DIAMETER RODS @ 6"O.C. o ' o I i i I ll GRADE O 0�o° 1 I'll & 2 COATS BLACK PAINT. CONNECT 0O " 00000 t, N N $ 2 11TI�iiiiT��I I iTrl� i� o° TRASH GUARD TO FLARED END 00 o� WITH (3) HINGED CONNECTIONS CIVIL ENGINEEP n I I LI_111=�1-I�_)I I_I 11. B Van A> 4 t c'! - I-I 1=J�1 -1�' (2 BOTTOM AND 1 TOP) BOLTED �� TO CONCRETE. CONNECTION STRAPS X PROVIDE RIPRAP & GRANULAR FILTER 2955 -- ae © z o TO BE GALVANIZED 3/8"X3" WITH (PER MNDOT 251 1 ) AS FOLLOWS Plym " O a N e 5/8" DIAMETER BOLTS. -I I(_- o (763 CLASS. III - _ Anthc im, PLOTTING 1 STRAW BALE @ CB/ MH- 2 STRAW BALE BARRIER 3 SILT FENCE DETAILr4"�G R A VE L CONSTRUCTION ENTRANCE _ - 9" GUIDE 'iTl- - �_ _ 18' DEPTH _ S C2. NO SCALE C2.1 NO SCALE C2.1 NO. SCALE C2.1 NO SCALE illll�lll,l DIA 11=11, PIPE X Y DEPTH GRAN. , �1=III RIPRAP FILTER v ciates , MIRAFI 700x GEOTEXTILE OR � ( CY ) ( CY ) 29 <„� ._ s Suite 10 FILTER BLANKET, SEE ptyrn TABLE FOR DEPTH © SECTION A-A 15" 8' 10.5' 4.4 2.2 CASTING SCHEDULE TOP OF CASTING TO BE FLUSH WITH FINISH 18" 10' 12' 5.9 3.0 CATCH BASIN/MANHOLE GRATE TYPE REMARKS GRADE AT PAVED AREAS; 2" ABOVE FINISH HAND PLACED RIPRAP, o �(NEENAH) TRENCH DRAIN FRAME & COVER GRADE IN LANDSCAPED AREAS SEE TABLE FOR DEPTH _1 21 " 10' 12.5' 6.3 3.2 G R-2571-C AREA DRAIN NEENAH R-4990-DX OR HX APPROVED EQUAL HEAVY DUTY GRATED COVER. _ �- r A,B,C,D,H,J,K R-3250-A CURB INLET GRATE COVER TO BE TYPE ''A" JOINT TYPE E R-1642-B MANHOLE FRAME TO BE TYPE "L"-SEE PLAN SEE 4/C2,2 2" ADJUSTING RINGS AS REQUIRED FOR TRENCH LENGTH (2-MIN, 4-MAX.) FULL BED OF • CONCRETE SLAB ON a MORTAR BETWEEN. RINGS-MORTAR MIRAFI 700x GEOTEXTILE OR JOINT TYPE ® GRADE. SEE 5/C2.2 27 OUTSIDE OF RINGS" FILTER BLANKET, SEE CATCH BASIN GRATE & FRAME (SEE SCHEDULE) SEE 4/C2.2 FOR JOINTS. a TABLE FOR DEPTH m SECTION B-B 0 WITH MACHINED BEARING SURFACES & TWO CONCEALED I a i� PICK HOLES, OR APPROVED EQUAL a d 4 MANHOLE FRAME & COVER-SEE SCHEDULE 7/C2.1 a WITH MACHINED BEARING SURFACES AND 2 K�5 R I P•RAP AT RCP OUTLET ADJUST CASTING FLUSH WITH FINISHED GRADE ° ° °° w e CONCEALED PICK HOLES OR APPROVED EQUAL, C2.1 NO SCALE ° a NOTES: G THE CONTRACTOR, AT HIS OPTION, MAY SUBSTITUTE A GEOTEXTILE FABRIC, : w 2" ADJUSTING RINGS AS REQUIRED. (2 MIN., 4 MAX.) < • > w SPEC. 3601, FOR THE, GRANULAR FILTER BLANKET U.N.O. THE FABRIC FULL BED OF MORTAR BETWEEN RINGS-MORTAR w i! <t a ° a SHOULD COVER THE AREA OF THE RIPRAP AND EXTEND UNDER THE CULVERT APRON 3 FEET. 27" OUTSIDE OF RINGS ° v PRECAST CONCRETE MANHOLE x e ' 6 @ 2'-D"O.C. PRECAST CONCRETE CATCH BASIN # co PER ASTM C478 PER ASTM C478 48 ,: o LIJ Q Q SLOPE GROUT 1"/FT. TOWARD DRAIN PIPE SLOPE BOTTOM, 6#6 LONG'.L. U.N.O. m SEE PLAN 6" 6" 6" 6" _ STEPS-NEENAH R-1980E ALUMINUM ;I m a FLOW 8' 1 '-3" 8" @ 16"O.C. (DOWNSTREAM) EXISTING MANHOLE LO 00 v I Qwit '7 ALL BUTTED JOINTS BETWEEN. SECTIONS r n i4 THE 1' SEE PLAN FOR PIPE SIZE AND INVERT SHALL HAVE "0 RING RUBBER GASKETS ` SUB"•., � a 48" I.D. AND ` USE APPROVED 0�: I • D.1.P. COMMERCIAL ADAPTOR r , ES SN E a SEE PLAN FOR SEE PLAN FOR PIPE a • W F SHALLOW • CATCH BASIN $ TRENCH DRAIN PIPE INVERT A. C2.1 NO SCALE C2.2 NO SCALE s NOTES: 1 . REINFORCING SHALL BE A MINIMUM OF A SINGLE LINE WIRE SLOPE 2" .PER FOOT • .a •. -T FABRIC HAVING AN AREA OF NOT LESS THAN 0.12 SO. IN. PER 4 FOOT OF HEIGHT, 8" PRECAST OR C.I.P. BASE a 3'-0" ,••: LENGTH OF DROP MINIMUM _- 48 OF UNDISTURBED EARTH TRASH GUARD T_ SEE 7/C2.1 FOR a a o a a - SEE 5/C2.1 SEE PLAN FOR CATCH BASIN FRAME AND GRATE o ° 44 . PIPE SIZE AND • . • , 6X6 TREATED INVERT POSTS @ 3' O.C. 4 CONCRETE ENCASEMENT + " L=III-ii� 2x TREATED Ru (PRECAST HORSE SHOES � fit-III-Iii-Ii 1 LUMBER 2 ' ADJUSTING RING ' FILLED WITH CONCRETE) (1 MINIMUM) 6 STANDARD SEWER M ANHOLE SEE PLAN FOR 4 C2.1 NO SCALE TYPE 2 COVER MH INVERT 7 , NOTE: 1: MANHOLES 8' OR DEEPER THE PRECAST SECTION IMMEDIATELY ,BELOW FILL TO FLOW LINE WITH CONCRETE OUTLET INV ELEVATION. 954.70 THE CONCRETE SECTION SHALL BE 1'-0" HIGH. PRECAST CONCRETE MANHOLE 2. PROVIDE STEPS IN MANHOLES OVER 4'-0" IN DEPTH. ice) •• � ., I PER ASTM C478 3. REINFORCING SHALL BE A MINIMUM OF A SINGLE LINE WIRE a :..... r T2'' MIN ° PRECAST BASE SLAB FABRIC HAVING AN AREA OF NOT LESS THAN 0.12 SQ. IN. PER "`'`''' FOR a `PRECAST FOOT OF HEIGHT. ° -III=111=11i=_ 4. PROVIDE SNAP-IN BOOT AT ALL SANITARY SEWER 111=,�Illi�Ill- CONNECTIONS TO MANHOLES ZSEE PLAN FOR FLARED END SECTION, w ';„ SIZE AND INVERT 0 48 w - 1 9 OUTSIDE DROP MANHOLE I �r w NOTE: THIS DETAIL IS AN OPTION TO CAST-IN-PLACE OR FINISH GRADE CATCH BASIN GRATE & FRAME (SEE 7/C2.1 SCHEDULE) C2.1 NO SCALE BLOCK STRUCTURES FOR SHALLOW DEPTHS. WITH MACHINED' BEARING. SURFACES AND TWO FLUSH WITH CONCEALED PICK HOLE, OR APPROVED EQUAL MH COVER ADJUST CASTING FLUSH WITH FINISHED GRADE ri-o")BAFFLED WEIR @ POND OUTLET ri_, CB OR MH WzsUmp ° 4 C2.1 NO SCALE C2 1 NO SCALE 2" ADJUSTING RINGS AS REQUIRED. (2 MINIMUM, 4 MAXIMUM) FULL BED OF MORTAR BETWEEN RINGS-MORTAR 10' WIDE SAFETY SHELF OUTSIDE OF RINGS • 3 . "HYDRAFINDER" OVERSIZ D HOLE FOR --_ PRECAST CONCRETE CATCH BASIN OR MANHOLE �� 1 z PIPE OPENING TO NORMAL WATER LEVEL { � g BE FIELD GROUTED PER ASTM C478 - ' w • 3 -0 Fr- ° -I I /. . .. .. . ........... . . N NATIONAL STANDARD' OPERATING NUT 2 1/2" HOSE CONNECTION > w m STEPS-NEENAH R-1980E ALUMINUM (N.S.T.) - - ( @ 16"O.C. (DOWNSTREAM) .'. .. ..'......'.'.'.'.'.'. . ...'.'.'......'.'....... - ALL BUTTED JOINTS BETWEEN SECTIONS PLACE 6" SAND PROTECTION LAYER " " " " " " " USPS w: 4 1/2" PUMPER. CONNECTION 5 SHALL HAVE "O' RING RUBBER GASKETS (N.S.T.) i �� GEOTECHNICAL ENGINEER 'I 1 USING ON SITE MATERIAL APPROVED BY -III i,, •• •.•• '.'••..'•• SEE o VALVE BOX DROP LID 10 SEE PLAN FOR PIPE SIZE AND INVERT " NOTE LABELED WATER. • UNDISTURBED EARTH - - s 1� SHEET TI l� � � 2 18" SANDY LEAN CLAY WITH A MAXIMUM ALLOWABLE k VALUE OF 1x10 FT/MIN AND 6 GRADE 8" PRECAST OR C.I.P BASE A MOISTURE CONTENT OF 3% TO 5% OVER OPTIMUM AS DEFINED BY ASTM D-698. ( 1-1 CIVIL DTA .',, BRG. AREA CLAY LAYER SHALL BE PLACED IN LIFTS NO GREATER THAN 6" AND COMPACTED TO SEE PLAN FOR 97% STANDARD PROCTOR PER ASTM D-698 USING A VIBRATORY SHEEPSFOOT ROLLER. LI 'I I ( III -III FINISH WITH A SMOOTH DRUM ROLLER. CONTRACTOR TO PROVIDE SOURCE TESTING BY SIZE AND LOCATION _ _ A QUALIFIED GEOTECHNICAL ENGINEER. GATE VALVE BOX 8'-0" I-ICI-III -III OF LARGE MH/CB I l-1 11=1 11=_ _� III-1 11=1 11=1 I I-1 I I EXTENDED 3 PIECE, "G" BOX _-I -�- - - - - = _ - - _ - -III=IIIK'1�2LARGErli_ TYP'I CAS PARTIAL SECTION THROUGH POND EX 6 ROUND BASE, III =III=11 j 5 1/4" SHAFT BUFFALO BOX. I=1 =11I=11 MAN L ° Iillll. =IIIII C2.1 NOSCALE C2.1 NO SCALE REVISIONS: 77 o � � -III ', •, �• �' � \ • GATE VALVE III II 1 it m II- N0: DATE: BY: z III 1 C U. YD. GRAVEL OR III=III- CRUSHED .ROCK W/ 2 �I�III ( II=III=.I LAYERS 4 MIL. POLY. TIE VALVE TO TEE ON MAIN WITH 2 3/4" DIAMETER TIE RODS POURED CONCRETE BLOCKS TIE HYDRANT TO BEARING AREA OF BLOCK' IN SQ. ET. VALVE W/ 2- 3/4" DIAMETER TIE RODS FITTING TEE &SIZE END 90° BEND 45° BEND THRUST BLOCK ! 8" CONCRETE BLOCK 3" 0.6 0.9 0.5 2.25 SQ.FT. MINIMUM UNDISTURBED SOIL 8„ CONCRETE BLOCK 4" 1 .1 1 .5 0.8 NOTES 6" 2.�1 3.4 1 .9 PROJECT N0: 981 f0-15 1 . ALL FIRE HYDRANTS SHALL' BE PAINTED PER CITY REQUIREMENTS. 8" 4.3 6.1 3.3 DRAWING DATE: 11/29/00 2. TOP OF FIRE HYDRANT DESIGN ELEVATION SHALL BE 2.5' ABOVE FINISH GRADE. 10" 6.7 9.5 5.2 3. TOPS OF VALVE BOXES SHALL BE SET SO AS TO PROVIDE 12 OF UPWARD ADJUST. _ DRAWN BY: JMG 4. COMPLY WITH CITY OF PRIOR LAKE STANDARDS. 12" 9.7 13.7 7.4 5. FIRE HYDRANT CAPS TO BE CHAINED. PROVIDE (PENTAGON NUT ON CAPS). CONSTRUCTION ,.SET • i• 14 FI R E HYDRANT AND GATE VALUE 15 TYPICAL THRUST BLOCK DETAIL NO SCALE N0 SCALE C2.1 C2.1 NOTE: 1. CONTRACTOR MAY PROVIDE "MEGALUG" JOINT RESTRAINT AS AN ALTERNATIVE TO CONCRETE THRUST LOCKS. TIE MINIMUM B : 3 JOINTS EACH SIDE OF FITTING. SHEET . 1 OF .4 . FIFE: ' 200049C2.1.DWG c . COPYRIGHT, CMA P.A. 2000 i `o N BOLLARD, '. SEE ARCHITECTURAL !, N 2" STEEL PIPES BOLT 1/2 SS ANCHOR BOLTS 1/2, SS ANCHOR BOLTS ._,,.v OR WELD TO BOLLARDS ,WITH CLIPS (4 THUS) WITH CLIPS (4 THUS) �•c - � WALK WIDTH . . � � r - - '► NON-REINFORCED T CONCRETE PAVING I : . .. ID 'r? ., LA i SEE 8/C2.2 1/4"/FT. SLOPE CONCRETE WALK . ..., 1/4 x 1 FLAT BAR 1/4 x1 FLAT BAR I I VARIES SEE PLAN CMA 0 0 - 1" TO OUTSIDE 1" TO OUTSIDE I I N p p c e GRANULAR BASE p • � M � MH WALL MH WALL I � �ill�ll � o Iillllll NORM co HOT-DIPPED GALVANIZED - I 0o N III III- COMPACTED MINEA� � � HOT DIPPED GALVANIZED SUBGRADE PHONE' 7 i; GRATE #5 SMOOTH BARS GRATE '#5 SMOOTH BARS I I - - I � o I I E-MAIL. ® 4" O.C. EACH WAY Q 4" O.C. EACH WAY. I I o FAX. 2 i SECTION CONTACT P LAN PLAN I I Z w 7/16" 3/8„ i CONSUtT TOP OF BERM 960.75 - cn 2-2x10 PRESSURE 2-2x8 PRESSURE 1/2' EXPANSION w j MATERIAL � 1 4 R TREATED LUMBER TREATED LUMBER a 1 4"R CIVIL I ry > TYPICAL TYPICAL .Van Si, TOP OF BERM 957.0 --� CONCRETE PAVING z_ `- 2955 #; 10 p z o 2x8 PRESSURE ° SEE 8/C2.2 ° ° PI C -� w Q TREATED LUMBER = 7 CONCRETE SLAB W/ JOINT , Y v a N 12"0 HOLE 2 YR 958.88 _ 6x6-W2.9xW2.9 WWF \ FILLER ° (763) INV 958.88 AT MID-DEPTH. PROVIDE FULL DEPTH Anth r I PLOTTING R TRANSVERSE CONTROL OF WALK 100 GUIDE FLOW 9"o HOLE 2 YR 955.26 = FLOW 16"� HOLE M JOINTS AT 5' O.C. J.�-3/8"MINIMUM INV 954.85 M = INV 958.00 STD' FILL SOLID •WITH �_ ^ 1 FILL SOLID WITH '"- 295 Q CONCRETE /� /��� 10 z CONCRETE /� /��j = 1 11 p _� 1/2" EXPANSION CONTRACTION JOINT EXPANSION JOINT z MATERIAL AT 5 O.C. MAXIMUM AT 60 O.C. MAXIMUM 4' PRECAST MANHOLE �� w 4' PRECAST MANHOLE �� w PER ASTM C478 �j / 0 6x6 PRESSURE TREATED PER ASTM C478 / 0 6x6 PRESSURE TREATED 8'` PRECAST BASE / o m POSTS @ 3 O.C. 8" PRECAST BASE //�/ o m POSTS © 3 O.C. zz ° • . . . • 2 DETAIL 3 CO N CR E TE WALK & JOINT DETAILS BOT BASE ELEV 951.0 - •° BOT BASE ELEV 954.50 • V - C2.2 NO SCALE C2.2 NO SCALE i • i riA POND A- OUTLET STRUCTURE 1 B POND B - OUTLET STRUCTURE C2.2 NO SCALE C2_2 NOTE: 1. OFFSET HOLES 24" C/C SIDE TO SIDE NO SCALE 71 7 � 'r SEE JOINT SEALANT DETAIL 1\- 1/2""WIRE SPACING W W OR 3 MAX -� _ a . SEE NOTE 2 SEE NOTE o o Lo W = WIDTH OF SEALANT RESERVOIR 1 2" MIN.` . PAVEMENT JOINT _� ° / : OR EDGE EDGE OF e . 5/8" MAX. EXCEPT FOR STRUCTURE A • •°'•4"' POURED JOINT 3/4" EXPANSION JOINTS 5' MIN. SEALANT 4 ; 4 D = DEPTH OF SEALANT POURED ';DINT ►-- ; 1.0 TO 1.5 TIMES W SEALANT • Y 3/4" PREMOLDED SEPARATING TAPE, T = DEPTH OF INITIAL SAWCUT, 6 X 6 W2.9 X W2.9 SEE NOTE 1 - # 1 4 OF THE SLAB THICKNESS FOR y . EXPANSION MATERIAL / PAVEMENT LESS THAN 12 IN. BACKER MATERIAL, SEE NOTE #1 THICKENED - EDGE EXPANSION REINFORCED SLAB DETAIL JOINT AT STRUCTURE JOINT SEALANT DETAILS 4 � Q R 0 . 1 \ NO SCALE �-� NO SCALE NOTES: 1. SEPARATING TAPE OR BACKER MATERIAL REQUIRED NO SCALE TO PREVENT JOINT SEALANT FROM -FLOWING INTO 8 3 SAWCUT, TO SEPARATE NONCOMPATIBLE MATERIALS AND TO PREVENT SEALANT FROM BONDING TO BOTTOM OF RESERVOIR. 8 0 2, 'TOP OF SEALANT WILL BE 1/8" TO 1/4" BELOW wll TOP OF PAVEMENT. OOR 3 _o JOINT SEALANT ,DETAIL POAVEMENT NCRETE 4 CB G 0 � 4 JOINT SEALANT DETAIL SEE 8/C2.2 $ 3 OR 3 n -� Z R Q Q a a Q _ c < - � N a a a 4 : •-I a a 0 9 j Q I N �• Q• N O 8j d I N (p r 1./2 TIEBAR 4 R n d4 - 1/2 LENGTH TYPICAL Q TIEBAR d a 5' MINIMUM LENGTH TYPICAL 4 4 a a ' 3 9 a_ _ a a V) Q 4 2 EQ. N0.5 DEFORMED STEEL TIE BARS co NC 2 SPACES 2'-6" LONG AND SPACED 2'-6" ON CENTERS. 2` NO.5 DEFORMED STEEL TIE BARS OOR 3 2'-6" LONG AND SPACED 2'-•6' ON CENTERS. 9 THICKENED PAVEMENT EDGE - TIED CONTRACTION JOINT TIED CONSTRUCTION JOINT 9 NO SCALE NO SCALE NO SCALE 2 EQ. SPACES NORTH r4'� JOINT DETAILS 5 PAVING PLAN C� DOCK APRONS C2.2 NO SCALE C2.2 NOTES: 1. SEE 4/C2.2 FOR JOINT TYPES. 1"=20' I 2. TYPE 8 JOINTS SHALL BE PLACED ALONG THE US PS EDGE OF CONCRETE PAVEMENT AT THE PERIMETER OF ALL STRUCTURES. � ' 7" UNREINFORCED 3. ALL ODD SHAPED SLABS OR SLABS HAVING THE PORTLAND CEMENT SHEET TI' - 1-1/2" BITUMINOUS WEARING 2" BITUMINOUS WEARING CONCRETE SLAB LONGER DIMENSION EXCEEDING THE SHORTER COURSE MNDOT 2331, TYPE 41 COURSE MNDOT 2331, TYPE 41 12" 6" DIMENSION BY MORE THAN 25% SHALL BE CIVIL •DEf I ,J REINFORCED. 1-1/2" BITUMINOUS BINDER 2" BITUMINOUS BINDER 3,> R 2„ 1/2" R FCOURSE MNDOT 2331, TYPE 31 FCOURSE MNDOT 2331, TYPE 31 - GRADE / 7-BITUMINOUS AND/OR I I_I I �- \\• \ \ \ CONCRETE PAVING AND - 1/2 R _ BITUMINOUS TACK COAT BITUMINOUS TACK COAT .... .......... ..................................... 8 GRADED CRUSHED AGGREGATE BASE, SEE a _ •" • " • PER MNDOT 2357 •• • "' • PER MNDOT 2357 6/C2.2,7/C2.2 AND I- REVISIONS: --:8" COMPACTED CLASS 5.::•.:'• -.':12 COMPACTED.•CLASS 5.: AGGREGATE BASE a -BASE (100% CRUSHED)•;; •;;•;; BASE (100% CRUSHED);•;;;;;•; COURSE PER SPECIFICATION 8/C2.2 FOR THICKNESSES ::. ':.. -'MNDOT 3138::.':::::::::::'�:::. -':':'-MNDOT 3138':::::::::::::'::::: NO: DATE: BY: ...................................... .:�................................... ° � a • a SLOPE PER • I I=1 I I_�'�I I I I I=„-�-iTl=1 I I-i i�iTi=1 I 11=1 11-Ti=1 I••I I 1=�,•�,,-�..I 11=�i i�i i��- _ - _ _ _ - Q°O GRADING _ PLAN >T 1 =111-I =11 I_i I(_ TI -T=�= 11=T 1 =1 I • ° ° SUBGRADE COMPACTED SUBGRADE COMPACTED PER SOILS REPORT PER SOILS REPORT • COMPACTED SUBGRADE , PER SOILS REPORT - LIGHT DUTY ' HEAVY DUTY CONCRETE 6 BITUMINOUS PAVEMENT DETAIL- BITUMINOUS PAVEMENT DETAIL- $ CONCRETE • PAVEMENTr9 .\)iCURB & GUTTER ( 13612 NO SCALE NO SCALE NO SCALE NO SC LE C2.2 C2_2 C2.2 C2.2 PROJECT NO: 981 I Or!5 DRAWING DATE: 11/29/00 _ DRAWN BY: JMG CONSTRUCTION SET U2` SHEET 1 OF r, FILE: d 200049C2.2.DWG _ COPYRIGHT C MA P.A. 2000 ..L 00 CD a 45 FLANTIN NOTES: #y u N M 1, PROVIDE AND INSTALL PLANT MATERIALS THAT MEET SPECIFICATIONS AND ARE OF THE SIZEARV o TYPE, AND SPECIES GIVEN IN PLANT SCHEDULE. M "' 0 2• SCARIFY SIDES AND BOTTOM OF HOLE NORTHWt ;M ;: 219 N 'f 3, REMOVE DEAD OR DAMAGED BRANCHES. CONTAIN i L ANT I NG NOTES: M i N N EAR ry 0 " 00 g _ RETAIN THE NATURAL FORM OF THE. TREE. DO DECIDUOUS TREE ��% PHONE: (6� `t �s •A zi,Ys , NOT GUT THE LEADER `\ MEET SPECIFICATIONS AND. ARE OF RI E SIZE AT _ FAX' 61 AS PER SCHEDULE �, --� 1• . SET PLANT ON UNDISTURBED NATIVE SOIL, OR E-MAIL. ins ; 0 0 -�- 4. TYPE, AND SPECIES GIVEN IN PLANT SCHEDULE. THOROUGHLY COMPACTED BACKFILL SOIL ATTfR - CONTACT: , o THE SAME DEPTH (IF PROPER) AS IT WAS 2, SCARIFY SIDES AND BOTTOM OF HOLE_ Ze �, CONIFEROUS TREE GROWN IN THE NURSERY. QTY. GOD S��CIES SIZE SPQCINCx , r� -�`T� -%/- AS PER SCHEDULE --- CONIFEROUS / DECIDUOUS 3. REMOVE DEAD OR DAMAGED BRANCHES. S}-l�ug5 M M o -=/� 5 PLANT SHALL BE PLACED IN PLANTING HOLE 3' LAYER OF MULCH �� , SHRUB AS PER SCHEDULE RETAIN THE NATURAL FORM OF THE SHRUB. „ CONSULTAN` �- WITH BURLAP AND WIRE BASKET, IF USED, (AFTER SETTLEMENT) gN Bush-hone suckle Lonicera diervila 18 - N N g INTACT. ONCE IN PLACE, THE PLANT SHALL BE PLACE TO FORM 4, SET PLANT•ON UNDISTURBED NATIVE SOIL, DR 33 IZODRed-osier do wood Corpus sericea ire" N BACKFILLED TO WITHIN 12" OF THE TOP.OF THE THOROUGHLY COMPACTED BACKFILL SOIL AT LANDSCA N _�' ROOTBALL AND WATERED. THE TOP LOOPS OF SAUCER i THE SAME DEPTH (IF PROPER) AS IT WAS �� SS Smooth Sumac I�hue t hina _ — _ 18° --__ Sanders rr w 3' LAYER OF MULCH '"' THE WIRE BASKETS SHALL BE REMOVED AND GROWN IN THE NURSERY. �� ID Isanti Do wood Corpus sericea 'Isanti' 24 — 365 EASE o w o (AFTER SETTLEMENT - THE BURLAP SHALL BE FOLDED OR CUT BACK. REMOVE CONTAINER AND SCORE OR PRUNE 41 MK MISS Kim Lilac S rip a atula Miee Kim' 24° _ _ SAINT PA PLACE TO FORM 5 OUTSIDE OF SOIL MA55 TO REDIRECT CIRCLING -- (651) �" , FIN15HGRADE _ — 15 . Little Frinces's S irea S 1raea •a onica 'Little Princess' 15" LARRY PLOTTING SAUCER �• PLUMB AND BACKFILL WITH PLANTING SOIL - _ —) — — -�- \ -�_ YYP4 GUIDE SEE. SPEC. All—1 I I—) 12„ I I=I =1 i'- FIBROUS ROOTS AS NECESSARY. TI�'EES _ I _ —I 6. WATER THOROUGHLY WITHIN 2 HOURS. --- _�-�- -� I I— MIN � I— 5 C Colorado S rues Picea un ens lauca \ WATER THOROUGHLY WITHIN 2 HOURS. ROOTSALL -1 I I— x =1 -- - 512E VARIES _ _ �— APPLY .WATER TO SETTLE PLANTS AND FILL 4 4L American Linden Ti I is amer icana 2 1;2 FINISH GRADE — !_ — - APPLY WATER TO SETTLE PLANTS AND FILL -� I I— — — I I—��_- PLANTING SOIL, VOIDS THEN CONSTRUCT 3" DEPTH WATERING 4 IlU Ironwood Ostr a vir iniana 2 1/' " - -� —I 12° I I�� ( �-1 r & VOIDS THEN CONSTRUCT 3" DEPTH WATERING I=� —' ' SEE SPEC. _ _ BASIN. ( ( �__ MIN -1 ' BASIN. 5 Juneberr 4melanchier laevis ROOTBALL —I 5 0x4 Quakin 4s en o ulue tremuloidee 2 - 1/?" -__ - 512E VARIE5ALL - __ I 8. PLACE WEED BARRIER IN PLANTING BEDS. -` -- PLANTING 501L, 9• BIODEGRADABLE TWINE MAY BE LEFT ON AS SUPPORT BETWEEN THE ROOT BALL AND ROOT g DIG PLANT HOLES 12' MIN. LARGER THAN BALL, 1-1 IRM fined Maple ,4cer rubrum _ 2 1/2" SEE SPEC. COLLAR UNTIL THE END OF THE PLANT ALL SIDES. ESTABLISHMENT PERIOD AT WHICH TIME IT MUST A White Aeh Fraxinue americana i/� BE CUT AND TOTALLY REMOVED FROM THE im. REFER TO SPECIFICATIONS FOR ADDITIONAL 13 ABM 4utumn glaze Ma le ,4cer x freemani i 'Jeffersrecl' ROOT COLLAR, THE TWINE MUST BE TIED OR BETWEENINFORMA ON_ IN CASE OF ANY DISCREPANCIES �, LLL Little Leaf Linden Tillia cordata BETWEEN THIS DETAIL, PLANS, OR RETIED TO MID-LEVEL LOOPS OR POINTS ON SPECIFICATIONS, THE SPECIFICATION SHALL 3 SNL Shadema5ter •••lone locus ledit5ia triacanthos inermie '&hademaste ' 2 i/2' THE BASKET. USE OF NONBIDDEGRADABLE GOVERN. - -- --- --- --- TWINE SHALL NOT BE PERMITTED. 10. PLACE WEED BARRIER IN PLANTING BEDS. 3 CONTAINER PLANTING DETAIL , 11. ALL MAPLE SPECIES TO BE SPIRAL WRAPPED L1 .1 N.T.S. BALLED �. A WITH APPROVED MATERIAL, SEE SPEC. N PLANTING DETAIL 12, DIG PLANT HOLES 12' MIN. LARGER THAN BALL, ` ALL SIDES. L1 .1 N T. 13 REFER TO SPECIFICATIONS FOR ADDITIONAL INFORMATION. IN CASE OF ANY DISCREPANCIES BETWEEN TH15 DETAIL, PLANS, OR SPECIFICATIONS, THE SPECIFICATION SHALL GOVERN. rRM rR M r1W r1W rQA 2 J2 J2 2 , IH � PL,,STIC EDGPINC SEED LEGEND 1\001111� � �v Upland Buffer deed ��I1x ho - pf", I �• 1 I I I `'t 1 ( i i j , ,�/%�;/ met Meadow Seed M \\\\\=01\00M \3 ix Xu NEW POND A GENERALNOTES:, ! I - L SOD OR SEED ALL AREAS, AS INDICATED ON THE PLAN, DISTURBED BY CONSTRUTION ACTIVITIES. REFER TO CIVIL DRAWINGS FOR I MORE INFORMATION ON CONSTRUCTION —� \�� -11 09� j LIMITS. ID rAL \\ �,; -- - -- 6 \\\\ -L,48TIC EE)GING; - - \ \ Z \ i _ _ I rSHL \ \\ (AB z \\ / \ \ / \ MO IFI \� / - ---- EXI5TING POND \ /OPP- " T \ •.4 .. SOD - 4 Z),/ 168 -- - \ C -} \ \ / PRI ` \\ \ \ - - - - \\, RM / 6 r /7 ("JB i. SOD \ / 0 AL ID \ NEW POND '�1 '. Z6 \ l 1 -' Z -� / \ USPS PR0 1\�9 rRM ` SST I C EDG-c INCH SHEET TITLE: - --------..1 SOD _ \ -r-- B H I IN - - PLAN 1Z t ---.--.� \ \ VINNE LANDSCAPE 14 SOD rWA REVISIONS: . 2 n rBH U "MONUMENT" SI -- N0: DATE: BY: fle (AB 20Bli -- - _ 14 (AB -- _ - _-_.. - -- z. r �r, r 't r 'e '•e n r • , '• r r• r.^r between -- -- = -- -- -- s e r,d r r w t ,r, e� =:,' �� � r •� Area t � be �,.,c.d.,d with W..f. Prairie_ ,._ .- J 1/�ir, .ir . I � _ .�tc� bct.w�_,r.n - , - _ -- -� ,r �. /area to be .a_._. J , 1 with W. . ('r�riri � _ _ "d Mix i� I�_c.��t�. 1 / I 1 1 E A D W E D I . I the NWL and the HWL of the stormwater treatment ponds. ' \ ' �t \ � 5 above the HWL of the storm water treatment ponds.��1s. PROJECT N0: 98110-15 PLS/acre SPECIES PLS/acre SPECIES DRAWING DATE — 1 1/29/00 5.0 Ibs• Si blueetem, Indian rase 5.0 lbs. Si blueetem, Little Slueetem, Indian rase 4,0 Ibe. Canada blue-joint, Prairie cord rays Switch rays — DRAWN BY: PwM. �.5 Ibe. Side-oats drama, cl 2.5 Ibe. Switch rays 1.0 oz. Flat-topped aster 2.0 oz. Joe- e weed, Slue vervain _ 2.0 Oz. Marsh aster, Bottle gentian, Joe- e weed, Pale lobelia, Swam milkweed, Blue vervain 3.0 oz. Golden 41exander, Show tick-trefoil 3•0 OZ• Show tick-trefoil, Butterfi -weed, Fur I.e prairie-clover, Golden 41exander — �- 1 PLANTING PLAN 4,0 oz_ New En land aster, Sneezeweed, Wild Irie 4,0 Oz, New En land aster. _ L1.1 SCALE 1 "=30,--0" 5.o oz. Slack-e ed Susan, Fra irie blazin star, Yellow coneflower 5,Q oz. Slack-e ed Susan, Fra irie blazin starL 4 SHEET NO. OF NO. FILE: Li-Land-Pr-Lk.DWG G:1/2USP5ri29811@-151/2 COPYRIGHT CMA, P.A. 2000 J i Ln to x • . .. •, i " r_.. .. .- N 0 . .; ' 10 ,,. ., , n.. ,. ; d . I I � . 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I 5. r 4�_1 I S_ �3 :; i SHEET TITLE: ( © ( - - - - I - _ -- a` 1 _ iQ SURFACE MOUNTED FIRE EXTINGUISHER, - - ,,,,: - r.� 1-1-_N ,.. 115 ,�._ , ,., ll, ,... .,. M. AINT COLUMN RED-FLOOR TO BEAM ®FE 2 I _ ` 113 P L - 0 ( \ © 2 SURFACE MOUNTED FiRE EXTINGUISHER, 1 111 11 FLODR MAT ( -- ---- -- - - --- --------------- =----- FLOOR TO DECK FLOR PLAN PAINT RED STRIPE 18' WIDE, (O . - - .- - -I - - . -iv.,..a •.sz. fi.....ir-..«.r ,xa :..:.'3x ....;5 -i.r.ter.,,-.ti;±n::-i _ - -- ---.- -- -- 0 CABINET FIRE EXTINGUISHER, PAINT RED I 1 _ 1 0 1 STRIPE WIDTH OF CABINET FLOOR TO CEILING. . 12 -0 . 1-1/2' 0 RAILING "� 3 L NE RO -- 6� B0 CABINET FiRE EXTINGUISHER - i REVISIONS: 1'-8' 6'-0° 13'-0' 4'-0'1 - ' 4'-2' 5'-2' 5'-0' 4'-4' 6'-4' '-6 '-10' 1'-8' CORNER GUARD TYP. AT . ALL OUTSIDE CORNERS TYP. I'-0' RETAINING WALL NO: DATE: BY: , I SEE 13/A3.1 I . . 20'-0' '40'-0' 40'-O' . I I . . . 4 . . 3. 1 A p B G . . 1 . I 1 3 . 2 2 . . . . • _ .-1 . PROJECT N0. 9$1,10 5 . . _ Oo . 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ID ._•8 :,. n N O � 1 1Q t . � I. ry , FAX. . 3 S IC r � ;7-:- r ,o o o �, EVE E w -- A . , F' o E MA1L.x 10 , ,_ ee�4 k, i0'i 9. 2 d / CQNTAa.Y :x ua o . C . .o ® ,_: „� o 0 • i sr. - - 1 . ,, G3 o r� o �' ,,, O e - -- ---- -- _ l CONSUL .. ^ - N N >K \ © o I { { ► ON. TOIL ,� 1 I e _ CIVIL { 203 �, o 4 `� ST,�11RI i 01 - 1 `�� ® �; d1 I I2$0I 6'-5 1/2' 101 '-3 1/2.' - itl \ / Var1°;. ')c 2 ;" f o z o 5 ,:� :\c 3 { { 03 29 , t o a = A7.1 S SI-DT I �`' V I Piy1 , Y; `� s � II 4 \e I A '11 FOR Imo,'`:1•, I . - - DN. Ante 5 PLOTTING A �� V, �--- ` GUIDE ,as __ �r ", IRT ISOMETRIC •® .- - 1 3 �, '��` ® VI UJS NOTES .� L--- p , a AIV �e! F s.! F ., ' ? • - ®� - e N SE 2/A't3 ,n . / 4j 295 : t I d `�\ /�. '��\ ` � ,�•� FOR 1=URR � / �� PC \ I \ I 1 11'-0' - (51 , C20 cq . `®\ \` / CIO = 1 ' . 2 - - - �`�X �� 2 I OFFICE - - - - 0 I / - - - - -- �\ G3 e ® / °i UPPER / \ . 2 \ \ --% �\ ROOM {, ,n I VESTUBLE ;w, - � r ---- --;{ y I �ELE. 106'-O' 110 �, 0 _• ��1 I 104 ' I G ® Ii --------- G3 i ♦ \ { : 1.I.7 I.7 1I..,c7 l�kI.�'��.�.I.I��w 7'�I ; 30 { S I'I �,ry -- --�j • SCUPPER RIP , 'y ! N . 1 • STONE FIL III _ . !a ��' ---- __ f. , \ , IV / • o) STEEL PAN TREAD ' $TAiR - - -- - - - - 3 K 1 G 0 c 1 ;'. 109 STAIR SEE 3/A63 SIM. 2 - � � ,q 0 \ 7, - . ( .?, I _ \ \ STE . , 0 Ill .b. ' ' ( v CURB w/ \ , Edi . . . Ra°c Eiji 02 / \ I C6 SOFFIT-1 1 l 1 .- - ---- L.' 0 ABOVE 8, � SCUPPER DRIP ' ET . I 1 III • ., A PIT 24'x24'x6"-3/4' 'R \ c , Y , inc. ill I 3 I STONE FILL I. . 1 9 5 I/2 I �• 9'-10' 4'-0' 8 1/2' ,_ \ / f� _ yF z r \ II k�� \ WALK-OFF I � ® 14'-6 1/2' SIDEWALK AREA _ \ \ M m , L c20 III ~,. At STORE 15'-5' MAX. SLOPE 1:50 INj 'f ., .. � ' • 108 Ill ti� ALL DIRECTIONS , . wN., �` \ \ ` y; Y �.. 101 I q�' / i . . . �z . ,/ \ AL INN a�... -1 Ill ill . . UPPER u i 0 N SERVICE 5k3 fi ,;x. s." t Wit: \ • \ • " - 0 CANOPY , ` � � E w , / ® I i , LOBBY / I BASE f� _i : � _ I p _ , \ • b Ill M •z;t.. '�' 'u i's, ''`hir,%•'ri;. 4'��ju.`�J;.n"-'3,',� i. r, ,s �*h"�`'3 s \ 111 / TRASH RECEPTACLE �� � ,, f 11 n / 2 I=1�lL�4RGED CiO OFFICE SECOND f=LOOR w :� . II G3 5 m� p �2,r ' S ® � / A I.2 I htiT Pa•St" tr s a a,"r.S k'M" it='. r3e� ,. ..� \\ / t'1' III 1 a � ,, ill . , - - - _ y * �: Y _ •�' NOT CONTRACTOR VERIFY.. G��� � � x��� , � �, � \ ,B� 1-E1I Ir.I?II I.I--.�_I�.I.Nr-.1...-.-���-.�1_=I---1�� _ h III ,� � � � � _L / . I I 0 i HA4ND OF CASEUJ RK UNITS ��� \%IAI�-, 7.�I-�I I7 1..1_I].­I�..I-;I/fEI i-g-/,I.:",­I��v�"�/-/�.q I�=P'I.,+I- / � ttsi1 # /t^^ . 1 I III ,,' �� - •. 21-6' \� ti a`'+',�`''. k l tr-"`"`� ' .: /,. \ \ +_ Y _ C205, C2®7, C22O, ND C413 � . � ! .-1. . I 1. -I-` . 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I "r �,_1, i{ SEE SHEET i/NI �/ S FOR NNOCF' -__ _ \ , �,>x i , � \ m , \ E 5 S SORS (4) R,S a 15• 701LEt \ Al.1 , i 9� e I / G 20 1 ' ' 1� . - - - - - - - - - �, \ sr, F E. • \ 3 I ,�/ 104 UP a0 3< I \ \ �. ' ' VEStUBLE /'�• \ ) 4' x 'n 110 -9 3/4 m 3 ?.� y ,• S Sl-IT ,4�.� 1=Ofi� SOX i m v . . , r 2 ' �SSEM5LY DETAILS AND \ , - *'" . �� - -u`', -/ \ \ 10D/ �J� s - - 4"' '�'; ; V/ \ \ \ / ��»` a rjI�l I �4�C p r�41 V - .,� SHADED AREA INDICATES COO CONC. ,ova . L RED BLACK (DARK Cs Y) (THIS OGATI N ) . \ I C 2 2 / 1 ', RA L ONO LY xr A1.2 � ; , w•, t 1 K �. ;._: .: ___ I 1 3 N��1RC 0 TOILET �'1. AN . .. I / / \ WALK-DEFT c' ;, Y. Y \ MAT m _ ,_ , , • . _ ��.. ....- s ry _� SCAB E. I/4 -D -sue . ,.„ �, I �, �� �- • - : _ g2 r s 1 }� \ u_ - \ 1 / :F w, :, lk; . • P a n .. R �, v��, , r ,. _ - - " , \' BOX r � y. .. r, r,. ., e_:'c�i'�#,.vr Nv_y ,TME'k. LOBBY - Y�*�"0 P4 r �yY�-1 Fy � eYr}y':f ',i.a ��� � ,. �. 7i � r \\ T; 3 . I X4 .I 1� � zx \ 7 , - "` xt �� , :i 1 WALL BUMPERS, TYP. I a '� \ SEE DETAIL 7/A7.i . . . - �� < �,, \ ' _ ;! 1. /w. T � 0 \ I 1 / 3'-3' 14'-0' v-10' ` 5'-1' 9'-9 1/.4' 3'-11' V-1 1/2' 3'-4'- b t ' 3'-11, 2'-11 1/4 1I'-11 1/2° Q . , �. Off// \ 4 2,-6, N \,._ - ./ -t• SHEET TITLE: . . . _ _ _ ,, / - - -- :. B / i i 118 Op. • ' �ti i I I ii4 i I - I . ENLARGED AREA PLANS �� I t l M 1, "� Ul . . I I 1 LOC RS BY JAN. - -�- , ' J 1 I . 1 OTHE 118 - L--- I d . . LOCKERS I _`I . 81 i d WOMEN'S `�' N 15Y OTHERS 0 ��/ I I LOCKER I cq i'-7 1 2'-10' 2'-11 i/2' 34-S 1/2' 3'-8 1/2' 2'-11 i/2' 2'-10' 1'-�' M -.I---Ii*.-IJ'\I,I.." (11 I%.-,3-.-I.�\..\\-u.E1�\.j._1 1L.lr IIIII1I IE I�-lk_,%.I(I-OI�,I*I'-"IIIi E It\.�_-_I"E.0 /V..%IID I.I t-'.�-0 r.I)."I*/.I/.�I.ILI.I..I�. III*I 1[I.7..,.I.. SNIPS REVISIONS: N � LADDER I 116 . . - 1 • -i NO: DATE: BY: .*'1/.--:Z/.N\-�.1.1 1,., 1_,/��_/; /�.'�,..*10.i6K I I/.�.-/.%I I*..I�..Id II ir.7..\1,,%.�:.4/�I+1 7.,1 , ' . _ I- BLG. NOT-: CONTRACTOR VERIFY LUNc+� L GROUNDS (- 'HAND' OF �CAASEUJORK UNITS I ., iI4 its Lo KER �- 0 ` ' - ¢ - TP ' tPH C205, C2sa7, C22,a, AND C413 c3 0 , I a BENCNEB SNR SNR SNR TPH �- .I ,- . L . `4 LOCKER I r , / -{ I- WO1t BENCHES . ® UP 5 Q • . . % d ' i / .._ FLOOR . It / MAT . d I 16 RROR MEN MEN'S . _ _ -- 0 5. SEE I. • SEE ET i/Ni 1� i19 LOCKER ; , PTD 4R 16 FOR HNOCP FOR HNDCP 5. PTD 4R 120 tq.� I 1.I. I..I-..I.I.I..I..-.�..�. .I I....I I,Ie..�.�II..�I.I 11_\rK I.I I I,'III,I,1I.�--.\N...X----�/.........1 _-���iii-- I".­...,_i�';_-7 I,I_.I�1 II I,�II\_LII E_\I---�/_I/I j,d.�/////71/ (�:-.I.A�,''.6�2(I: .>-�I,=\1.-\mI/1Z1.. ..��.���i.a:-\�%.zZ-0�r_Q,1,.--�,7 I1N 1�//­�I-Z.,.6"�c� 5. LOCATIONS LOCATIONS 1'1 ��.. �.I..I+�.__-___o.I-I G:,.c-I.t.:oq.-I..�I...I___-__.,i�-uLq'.nn�i-?.j....�.III..+�.__.__V b�b".b0"bb05.!v5.�.It F?ttt.It)�� .I..I I....I.II....�...I...I I.I'.I�...I '�(((�(..:I..I. ..II......)).I>I�.I.-t.m-Qb.oI I_.IIa Iq.I I.IIr.._-__I I r//�/41*/\_1%-�2.*.,,I�I"r 1_�,'II/_1,_T1.,1\'s-I 1..I9.\-.,.�I IE.I.�3 I.,�4 I , 5. � 3 0 4S- / -, 0 I 1 8 0 6 �o I +� -F -1 : 1,-7 -T -` -1 1 T 1 - / `b i _ I LI PROJECT N0: 98110-i5 . . ._ _. - - - - - - - - - - - - - _ - - -- - - - - DRAWING DATE: 11/29/00 �� _ tJ" - 0 DRAWN BY: HL 0 I - 0 ALL 115 I - _ MIRROR ._ MIRROR . �1 • BUMPERS . I . PLUMBING _, CLEAN OUT K► - f - - - - - - . - � . - - 3 5 1 6 -4 1/2 Ill-1 Ill-1 11 -5:1/Z 1 -S • . - - 2'-ii' 8'-®' 3'-I' '-3' 6'-4' M.O. '- A 1 1 1 1 1 1 - ----- ----------- ---- --- ®:_. - _ I I ' N �",4i SHEET -tom, OF �� �t A t D 'O , x to .: i 4 _....,•. $' .-. , _ : s i� s _a 1 . st ._ r.. i + I" , � Z � .. " _ .�. at_ .- �. _..? s „ . ,. { l q z _ FIL t E} �. a T ... .. 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I -1 ­ I I I� -1 I I i I . . I . . . r I I I . T1--r-i I I 7 INSUL. CURB AND COUNTER - � I . . 11 � - . .1 . I . . I � � � 1, . I . � . � � .. I . I .� � . I . . - 4 . I I I I I FLASHNG BY MECH. I I I � . I ll� I I 1. I ''. ll� I I � I . I � � . . . I I . I � I . 4 1 1 1 1 1 � I I . .I .I �. "..I . . . � I I . I . I I I � . ­ I . I I . . 10, EPDM BASE FLASHING � I I I I I - I . . I . � � . � .­ _; I . I I . I � I I . I � , � I . . . � - - I .1 '' : 1 . . . I , �e � I . : ­ . : I � I I . I � I 11 i . I I I . . I I . CONT. RETAINER BAR I I � �4 1 1 � I . , . I � ­ � - - . ,4 1 . * . I (�) - I . � (�) - . � . � . (�) - . I I . � � . I E . - I . I . � -4 1 1­ . I . I � I . � . EFIDM MEMBRANE I � 11 � I . � I � ­ I I � I r . I . 1 . I I I I . I � . I I I I ;D I I . � � I � . � I I I I . . I � . I . � . . . I I I � . I I � I � I I I . � . . I . . I I -ILL I - I � . I I . . . � I . I I I � � � I � INSULATION F . 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 I . � I � . � . � . � I 11, . I I . � I I I I . I I I I -I: . -I , � - i . I . � � . � � . . � I I I � I I . I . . �I - I . I � . .1 I . . ; I . � I I -� , I , j 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 1­1 . I I . 11 I I . � � I I --- I . � . � . I . . .I I I I I I I . . I - L I �l� .. 1- I � I . � I 1. . �I . . I I . � I - � I I- . . 11 .'I''� I".I I ,� , I I � . � . I I I I I . . . � � I . . 1 4 � � . I I I . � I I I I . -_ � � I I ..�I .I .�: .� I � I i I I I 11 ,� � I . - . I � . . . I �I I � . I- I I . I I � �. � I I 1� ,�4 ,:,--: , ,.*�- "I I I I � . I � I I . I � I � I I . I I .- � I I I * I r I I . . I ;, � - I 11 ., I . I I � r I . � . - . I �. . . I � . . � I � I � � . .1; . I I ­ � � . . I I . I I I . I , . . I . I I I - I - .: " 1: ,.., ,-- ,- �l I I I I I I I I I I I . . . � I I I . � � ­1 I . r . I � . - . I I � �I � . I I� I .� � I I� 1. I . I . I . . I I 1 7 1 I I I % I . , . � I I I I 'I� I I I -I . I I 1, I I I.,I I I I � . I . I . I I � I I � I . � I . , I � I - I . � I . I I 11 � I . I I . I I . PROJECT NO: - : , :�.. � :� M, 0­4 15 1 � . � I I . . I . I I I . - I I I � . . I . I I I - � WOOD 5LOC<IW_% I �. .. _', I ­... . � I - I I I � I . 1. ­ . - ` 1 I � , . I � ' � � I . . I I I . I � � . - � : I . I . � I . I I `� .. DRAWING DATE: - : ,� �17 ll/P/op,�� � . I . I . I I . I � . . . � I I - I� 1. I . I I . � � . I . . I I � I , . . I L - DECK . . I . �,, , . . . . � I I . I I � I� I � I . � � I I - ,ROOF � � � � . . � I I I I I . I I I � . I I � - � , � . . 1 � .� � I � I . I I I I I � 1, . , ,::� .� :� ­ � , . . . NOTE . . . I � . - . I - . I � . I . I , , �'. I ..", . I , I . . � I I I I : I - I . I 1. I . DRAWN� 6 - . 11 - 1 .� - HL , , . . . . I . � I I I ., I . . I I . I . . 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M - '. - ARCHiTEC1 "; - . i q . I CM A, P.A. . , . �.� . y, _ , - i :_ NORTH ,f ,,.-, ,�, c W E . �. w C . .� }] . . a I , ..». � , z q[ . MINNEAPO .,�...., w I I r , ,-' S t . r,-, . 1 PHONE. v. . . �, TRIPLE = w., ;,. ,._ -, •:. o PLEMISHBOND FAX. . C .; �, , .., ,_ r E-'MAIL: n � � I' . 1 2 AREA F° `° o g SEE 1112 CONTACT .. _.xCN b 3 4 it � g ANGLE CORNER ANGLE CORNER -, rt, 6 6. TYP T 1 � .,', , � o METAL GAP WALL LIGHT METAL CAP -i WALL LIGHT `� �? c METAL SIDING FLASHINCs FLASHING Sit"l • rn in o 0 ,t JOIST BEARING CONSUL� �, CJ. GJ. GJ. r V1 . EXT: SIGN E . N o SEE SHEET N4 - -- �-:-_ _ - w w RCR 64 ; .:,. o z o ,.- mol 9 q w Q BRICK WALL •;,,- . . . 8 STEEL PIPE, s't o a = RD24-10 RD24-10 PI , 7 V f BEYOND 5 2 ;.:• _ BRICK WALL CLOSE ENDS ti . PLOTTING 1 ® I 9. SIM, BRICK 2 FENCE GATE BEYOND 1-1/2 PIPE GUIDE Kam, + ;: $ , - _ 12' CONC. , • ® 3 ( I O ® - 9 3 ® ® 1-1/2' 0 STL. _- - - i I / \\ CANOPY '1 PIPE RAIL � "5 x6' { I I . I .in . . ; I I. :. 1/2' EXP. JOINT z, _ / . SIM. - RN1 FFE.=100'-0' GONG W K . 72 g BRICK i 5 7 BRiGfG 1 13 • } a .. r�1. :, a , GONG_ BRICK 2 REVEAL OF BRICK SiGNAGE J10-Ai REVEAL OF BRICK S(M. 12 CONC. WALL en 51GNAGE R51 IN CHECKER BOARD IN CHECKER BOARD LONG. 6' GONG. 3 1 -0 15 HIGH CANOPY NOT STAIR NOTE SAILORS - NOTE SAILORS • '1.1 SHOWN (DASHED L 1NE) ± Ed i UJ ST ELEVATiON D iAC-tONAL ENT` `� ELEVATION UJEST ELEVATION �A iP-SCUT�I ELEVATION DETAIL Dan 1 a la 13 w. E E 143.1 ,t43.1 . ,43.1 ,43.1 . , ,43.1 , ,. a . 1/8 =) -O 1/8 =1 -0 1/6 =1 -® 1/8 =1 -0 1/2 =1 -0 K ing . ,. . 730 . Edin ;�" . (612), 831 Scott` Hu ,` . h . LANDSC Sanders Vld� : , 365 Ear v ,* . St. Pay` 651 8 G 3 D 5 4 3 2 11 F C� C ) . II METAL CAP WALL LIGHT METAL CAP WALL iGHT METAL SIDING . T METAL CAP 'I WALL PACK METAL SiDiNCs Larry I I F �T FLASHING FLASHING FLASHING • AT NORTH WALL JOIST BEARING ® I G WALL END IN CHECKER 118 -0 m BOARD NOTE SAILORS 5 1 . BRICK 2 . I . BR CK 2 10 5 I �.I 1 HEREBY CE°'# . 1 OF''THIS TI ?O TRAFFIC 11 ROLOK BRICK 2 BEARING M' P ,.. ,-. , . .• . 7 x.. v,-, GONTRO ,W -,x x . rrr: - OPEN WERE PREP , 0 ,.:. / r { , � / \ . LIGHTS / 7_i MY SUPERM ON� H 1. a a � -i / o o a o �h t �� 1 / \ CHARGE. I A A . / . / _ 4 � �� _ �;: i 5 I: STEEL STAIR \ \ �` \ / LINE OF TRASH ARCHITECT UN[ }.=. I FFE.=.100'-0' \ \ < , .;{ *_ :rz \ / t I . ( \ PLATFORM THE �STATE OF �< Z; '• ONG. \ ' BEYOND PATRICK G� • _..• �� i i ... r ONC. �-R �- " �. ':.�. :-1 ;:-1h 8 r' ..; ! 'i� �I I I i I I! W N IN GH ,� -( ALL E D EGKE {? :.,., �. BR IGK 2 :1= �H• : r __. ... BOARD NOTE SAILORS BRICK i TRANSFORMER, 14 SIGNATURE . BRICK 2 SEE MECH. GUARD RAIL 4 DOCK CONCRETE -1 --CONCRETE METAL SIDINGS . BUMPERS (4) LEVELER 'FLIP' RAMP BUMPERS (4) • 1 1/29 '. _�.,.._ ,_ .:.. __---- 12' RETAINING WALL DATE ISSUED 4 SOUTH ELEVATiON 5 �d-�i�TiAL EAST ELEVATION AT GRID E 0 SOUTH E� EVATION , _,... . ,43.1 , 3.1 _ ,43.1 REG. NO. 1/8'=1'-®' . 1/8 =1 -O 1/8 -1 -f� . . . . . . F. . 4 2 i9 5 3 2 I • UNITE 2 r - . 6. i"iETAL PANEL METAL PANEL POSTAL . FLATFORM METAL CAP . . . WALL BEYOND FLASHING . JOIST BEARING a 1_ ------ CJ. GJ. CJ. GJ. - i�S m _ PRIOR METAL SIDING 5 METAL SIDINGS s I', a, CANOPY CANOPY AI i� PQ0 �: , .=v . - -- SIM. 3 r® C___ �� 4x6 SUPPER - 16887 DULUTH . PRIOR t.A10E, 1U�t --I ,W 5 I - - -•-.- - - - - -= - - - - - -- - - - - - -- - . CONCRETE GONGRI=TE • FFE.=100'-0' .. .. : .;:.-.. .. ... . .,. ,• ..: ....... .. BRICK 2 BRICK 1 . GONG. ° GONG. • - .. i. 8 l� ' ' G, NOI=' 1�10 �',1--IUJS�' 9 lfi�i= i� C1�10�''>* SOI �'�-I l,Us�' lr� � ' CI�IO ''1� SOI��' 5�" uses PRo,�Ec�r No. r43.1 r43.1 �43.1 fi��4i�T l�4� SST VAT i ON �4T C �f D C. . • -1 1/4'=1'-ID' 1/4°=1'-f�' NOi�T1-1 ,4ST 5(M./ VrE�rz1� 1/4'=1'-0' ,43.1 . 1/8'=1'-O' SHEET TiTLE: EXTERIOR ELEVATIONS C3 F E D A i 1 , . . 6. METAL CAP METAL CAP 2 SCUPPER METAL GAP. REVISIONS: . FLASHMG FLASHING FLASHING - _ - . .. . ..... .. .._ BRICK 2 Y. - N0. DATE. _ .B , -; JOIST BEARING J. J. J. CJ. CJ. CJ. CJ. METAL SIDING METAL 510 NG . . METAL SIDING ` . B ETAL SIDING BRICK 1 CANOPY CANOPY CANOPY - . -- =^. BRICK 2 . . . . . -- 1 HM.FILL . . - • BRICK --=- i . BR GK 2 . ti>II] IiH r ,. . .• \ - , ,,�,t�3 4 BRICK i . i _,, I - • \ y FFE. 100:_0- - . . BRICK 1 BRiGK 1 �o BOLLARD, P. WALL END IN . CONC. BRICK 2 HEATER P05T, RICK 2 BRICK 2 METAL SIDING BRICK 2 •B GN r. . ECKER PROJECT 0a 98,110 .-15 - TYP. l9) REVEAL OF BRICK IN WALL BEYOND N T . BOA O E RD CHECKS OA NOT , R B RD E - BRICK WALL. - _ _ - • t 9. 00. . DRAWING DATE. 1 Z SAILORS l ,� SA ILO Y RS BE OND i DRAWN BY:` HL . , . :1 ,, Na VfT1O N - ,43.1 .. _ - . 1/8 1 Q� • . : . . . SHEET NO. OF 11 . . - _ . . • . S "sus<.. , ta t. C a i ., _ , [ 3u� .._ L . _ , E i w 9 3 f t .,. .A T . f [y t x c t ,.. _ - 1 3 . a t of .. gg a �� 1 . 1 WG t 7 1 A3 .p t, r.. 8 0 5 - x f #�^ - ,. , ` Gz\LISPS\98110-15\ . . - .- . ' . , 2000 . , PY IGHT , ,, P.A.. . CO R _ . . , - K _ r o = 'i T !, At SOFFIT 11 N MENU OARDS SE J3- 3 v � E• P . CEILING AT WALL (SOFFIT IN FRONT) 7 � x J2 Al DETAIL 3/A"t."t �,.� ` . g ARCH ITECTI� :. NNINS DESIGN Ui o GYP. BD. GYP. BD. CMA, P.A. Q ' NORT HW TERN, fN BUILDING DINGGYP BD CYP. BD. GYP. BD. . ALIGN 501 B 2_ 2 B 219 .N. 2ND SUIT 2- GYP. BD. - MINNEAPOLI 'M 401 g HPL OPEN 9- PHONE: fi :r -- 20 I I PI PT \ \ FAX: x --205 a ' 0 GYP. BD. Pl E-MAIL:. tn�� • .�;� ' o - _ G20 C20 C� G20 G20 C 0 C © \ J11-A1 Jil-A1 J11-AI \ o� 01 Pl aLSON CONTACT o , - - - T- - - - =F -1 ---1 HIM _ _ ---- e C22 -Lin . ae o o o 0 0 ® ® - CONSUL(,_, . o N in tr) N CIVIL ENS .' N o DOOR 1088 DOOR 108A BUZZER 302 301 Van " , a= to 0 � W PARCEL LOCKERS 2955 ' _ ° t , Sty i o w o SEE DETAIL 4/A'1.1 P(ymout� 1 2,66 • r o � 0 _Anthon 10.PLOTTING ? ROOM. 108. — WEST 2 ROOM 10`1 - NORTHEAST 3 fROO 1 10la - 1�1O1RTHEAST GUIDE A5.1 �_ A�.1 �_ �_ SCALE 1/4 —1 -0 SCALE 1/4 =1 0 A1_2 SCALE 1/4'=1'—0' TRH Pik ..x Ste u,.• 6 (6� Rego MEC: fi Q-qq 4 6 Wentz µ 7300, R _E0 J3-B3 -1 EQ_ EQ. 3-83 3-83 , (SOFFIT IN FRONT) (SOFFIT IN FRONT) (S01=FIT IN FRONT) (SOFFIT IN FRONT) '1. 'i. (SOFFIT IN FRONTS Edna J2.-BI J2- J2- J2-Al --- (612 Da n GL. GYP. BD. J3-A2 E 3-c Pl ELEC. ALIGN CEILING AT WALL Pl CEILING AT WALL GY BD. P1 GEfI_iNC3 AT WALL Kaeding GYP. BD. CEILING AT WALL Pl J4 GI 64451 J4 AI EQ �EQ. GYP. BD. 6 7300 Frat: Pi Edind, t r GYP. BD. _ PI OPEN Pl G 0 ALIGN WITH—— Sc Ott H t '. E E fo 6- i TOP OF BOXES 0 EAS SENSORS (4) CJC '1. P 20 PI J 7.1 �. a ALIGN 6 8- LANDSCA w. 7-A1 '1-A "t- 'i.l GYP. BD. _ Sanders Way E i 0 E 1 E i365 East OPEN C 0 2 Z 2 2 St. Paul, vi �.1 FAF �.1 REV. �.I 't.l REV. (651) 2; . - _ _ Larry Wack �E>C _j 4 4 ROO 1 109 — SOUTHEAST. � i�001'�1 111 �& ROOM 111 - SOUTHEAST -� fi�001`�i 111 • 8 i�001`°1 111 ' A5.1 SCALE 1/4'=1'-®' A5_i SCALE 1/4'=1'-®' A5_1 SCALE 1/42=1'-®' A5_1 SCALE 1/4'=1'-�' A5.1 SCALE 1/4'=1' r� I .HEREBY CERV,f , : h..Nw OF THIS TECzN BEARING.MY ' : ::��%, WERE PREPAtw N[D. MY SUPERVISK A�, s zapLE CHARGE. I AivS A ARCHITECT UNDET F THE STATE OF MIN :.'-.` PATRICK G. BLE_. J3-B3 J3-B3 f ; (SOFFIT IN FRONT) (SOFFIT IN FRONT) Pt (SOFFIT iN FRONT) LIMIT J2-B1 / - w <._. SIGNATURE': 1 1/29/00 DATE ISSUED i CEILING AT WALL CEILING AT WALL 1 ALIGN GYP. BD. ALIGN �.1 ro �.i GYP. BD. 18079 'i P1 Pl REG. NO. GL. GL. GL. GL. GL. GL. E 1 E 1 • 'i. 'i.IL REV. REV. '1.1M[� 'f. GYP. 80. INNER ANGLED UNITED 1/B1 1/Bl �_V51 VESTIBULE WALL POSTAL 4 4 g fROO i 111 10 ROOM 111K--11� fROOM 111 WEST PRIOR LAW A5.1 � �_ � A5.1 •_ �_ � A5.1 �_ - SCALE 1/4 =1 ® SCALE i/4 -1 0 SCALE 1/4 =1 MAIN, POST �. • - 7 D UTH A °� =1688 UL �_� �;:�- PRIOR LAKE-MIN `T Pl -- GYP. BD. GL. GL. - a P1 Pt e HPL GYP. BD. a USPS PROTECT NO.Y ap ap SINK BACKSLASH BULLETIN BOARD--- ' cA 1 1 1• DF. BD. r. SHEET TITLE: EQ. EQ Ea EQ VBt vBt• VBI _ INTERIOR ELEVATIONS 13 1z001'� 114 — SOI�T,i--4 14 i�®®1"C ilk — ASS' d 1� ROOM 113 — EAST A5.1 ,_ ,_ A5.1 �_ �_ � A5.1 ._ �_ • • SCALE 1/4 -1 0 SCALE 1/4 -1 0 SCALE 1/4 -1 0 ' •. REVISIONS: ` NO:, DATE• 0Y. MIR- MIR. MIR. MIR. PLUMBING GLEAN OUT MiR 0 0 - cA np , ,- a - PTD dR PTD 4R • .'. .PROJECT N0: 1 29 DRAWING DATE.. ,/ L_. • DRAWN BY - : HL . T O®1"C 10 1�10 � ` OOi"1' 11� rjj ,� fROOM 119 � � fi18 o A5.1 _ A5.1 _ A5,1 _ _ _ — SC 1/4 -1 —� a SCALE i/4 1 0 AL _ ,. . SCALE 1/4 1 � C LE E ' . • • _ F PK?.. - SHEET O SEE [Ni FOR I IENT6 �.% 1} -: � {-fir - HANDICAPPED ACCE55151LITY REOUIREtl - _.: :` -.. -. .. ..- _._.. .... _._...... ice`'._C_ , ,T. .. .�- v�,��..�.. .�.. .. -_. _.�.�.. Y umpy ' ' �s y, v_ l. E e - �.. @y t w gyp .. ; �, .D�. �o_ 1 s w . Y 8 5A 1 • _ G. LISPS 98 1.10 S Mp 200Q OP R{GHT CY M P.A'. , , _ a : coto . - ..- p - M g _ ARCHITECT* CM . . " �. . ; NORTHWEST � 1., ... ��_C N�, e . : 219 N.,: 2ND MINNEAPQLi�: Gow , FAX. PI TUBE CO>_._ CONTAC S�j • g pl GL. TUBE COL. 1'P. BD. o o CsYP. BD. GYP. BD. SEE PI YP. E3D. 1 Pi SEE GYP.•BD. YR. STRUCT L STRUCr'L j PI o PI • • • in o Ln CONS ''TUBE SRACINC: LIMIT BUMPERS WALL BUMPERS, SEE STRUCT'L WALL BUMPERS, a Noj�j TYR. I TYR. CIVIL EW:. • • • • o Van D55 Xt- LU ozo o a i vB1 vB1 vBl VBl R.E1 PAINT VBI " STRUCTURAL GOLUMN� Anth n , c� cn COL. RED Y Z TUBE FRAMING 6 . .yam , PLOTTING � � y�� ?-z 6 � � �� � � STR �. GUIDE 100 112 I�tO � A52 SCALE 1/8 =1'-®' ply To 5 Re , = We z 7300 Edina, (612) 'GYP. BD. Dan , PI MU! GMU! j-GYP. BD.1 C CsL. �- ELEC /-GYP. BD. PI P1 Kaecling ` TUBE BRACING PI OPEN 7300 Fpri SEE STRUCT. Edina, (612) 831 — .. WALL WALL BUMPERS Scott Hutci. BUMPERS TYP. LANDSCAPE Sanders Wack. . 365 :East :` k'=.?w;< STRUCTURAL COLUMN VBI STRUCTURAL COLUMN 1/BI St. Paul, Mgt (651) 221 - Larry Wacke 2 }200M 112 ASS' 3 fROO� 112 - E ASS" C FAfiRT I AL A5.2 ,_ �_ A52 t_ • SCALE 1/8 =i 0 SCALE 1/8 =1 0 HEREBY CERTIFY OF THIS TECHN4 11 �d BEARING MY SEAL. R— WERE PREPARED MY SUPERVISION AID .=. :_, °OLE CHARGE. I AM A 0 :, E ARCHITECT, UNDER THE STATE OF MINN YR. BD.-f PI 6-GYP. BD.-� PATRICK G.. FLEES OPEN • WALL BUMPERS, - • SIGNATURE` OPEN OPEN TYP. OPEN RE./RED STRIPE 1 1/29/00 DATE ISSUED YB1 • 18079 REG. NO. • 4 001"r 112 - 50UT H (WEST FORT I ON) A5.2 SCALE 1/8°=1'-(d' o i ' I UNITED STATES POSTAL SER : _GYP. BD. PI GMU -1 GYP. BD. GYP. BD. PI P1 /-GYP. B Pl D. 1 • PRIOR, LAKE IN POST WALL BUMPERS O WALL BUMPERS, TYR. E 3 G TYR. --- --... — 16887DULUTH AVE. `k VBI OPEN vBl ABINETs vBi 6' BOLLARDS (6) TYP. ' v13I PRIOR LAKE MINNE r T 6' BOLLARD(S) TYR. ROOM 112 - WE 6T fROO � 12 ro - SOUTH A5.2 SCALE 1/84=1'-®' A52 SCALE LISPS PROJECT NO.:Y SHEET TITLE: INTERIOR ELEVATIONS. REVISIONS. I NO: BATE: ' BY: • _: 5 _ PROJECT N0, 9811 0 DRAWING DATE. 11/29/00 -DRAWN BY JAT, • AM - SHEET . N0. OF N4. a � . 11 01 .. «� l .......... t s� � 4 _ kaw r a 15A 2 f.R � 810 5 D i < a ? r So _ G: LISPS 98 1Q , C A R1G (v1 : _ COPYRIGHT H • , " m to..I.I...I�.�..I..��..I....� ..I.I.I�I�1�I, � .I..�I....��-I..C�I�..�._,.,.:f I�."l.-,.,...I...,I I.I;..�I..I I..,-.I I�I-__-_..-N�ccr--t--a-ont....1I.I I.I___.aIILNNL..qnn..�....�.I.I,.1I I__I1IvC"_b�9�t9a_.---o3?te�I,I.�I�'.II.I.I I�.. ......I.O�"I I..L F�..�II..I...E�.. 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ARCHIT _,, , ,. . . ECT ,. , ' • ,. 1 ", :; A ., ono :: C MA P. w_ . , , ; 1. NORTHW N _ . , . I,­I,I._I.I�.-��,1-1 I j.�rI I' ��. 1. M z r ,-.1�r n i_.f.F ., ,. _};.j MINNEAPOLIS , ao r ;,. •. .- F � __. . : - ;,,:; 6 PHD. fi 12s ,, _:_ rr 4, . ,. .: „,. y - ... F "' o AX. _. -s " 92 :. , 04 E--MAIL: Info I x . CONTACT: _. • Fogg •a Mo 0 1'_8. 1' 8' M to o . . I'-8' ( 1,-a' 1'-8' CONSU M p - - , , , - .; . FACE OF BRICK 1'-0' N o FACE OF FNDN. BLOCK AS REQUIRED CIVIL ENO. . Van S �,, t _, 2955 Xe iE x w METAL CAP FLASHING o w i Plymouth, -�.`, -62, TO BRICK T.O. BRICK (612) 577- 0 0 9 BALLASTED EPDM t t � T.O. BRICK OL T.O. BRICK EL. 12@ @ d EL. 12@ -@ Anthony ROOFING MEMBRANE • ' _:•a EL. 120'-@' ,� T.O. BRIGK DEL. 12@'-@' EL. 12@'-@` PLOTTING Y .P , 1 . - , GUIDE I 6' POLY INSULATION. ®. I EF . STRUCK ,: LAP OVER BR GK .' n - r Vag BED JOINT w , I :• a�,, I z> 29 k , , ,. P ° .000 o �y °so°e�'VOQDcp> °O q dopO .. I ° o , o ® °Qpb A °o ,a , ° °c PIymc ® I o �8. o a8. o (612) 1- �"1!,,,I I�..I I. i T °. ; ' Reg Si JO S BRCS. b JOIST BRCS. ,` EL. 118'-@' - 1• ® EL. 118'-@' JOIST BRCS. 06 JOIST BRCS. , - � JOIST BRG. Y EL. 118'-@' EL. 1I8'-0' ° _.... Wentz Assam: I EL. 118 -@ 7300 Frew .: �.- j M`N ... • ® p4 Edina, , 0 i-1/2 METAL DE K .. • STEEL ANGLE, SEE : . (612) 831--I' 9 STRUCT. . I.a Dan Sie ` . ®' p - I ELECTRI 1 . 7300' France ._. j ' Kaeding and . OC 1 O ® . ® Edina, MN 5k4 �. U I ® �.__ (612) 831-031 . ®,•.I. ® Scott Hutchins - I • �e I LANDSCAPE - Y , . ® ° Sanders Wacker '; m ® ( O.W. JOIST, SEE STRUCT. ® I. ® WALL TYPE A2 ® ® 365 Fast ,Kellog . METAL PANEL CEILING E °� ® ® . St. Paul, MN 55 , ® { . ® ® (651) •221-0401 ® I . ® I Larry Wacker 14 I . STEEL BEAM, SEE STEEL BEAM, SEE . EL. = 113'-2' STRUCT. ® I STRUCT. I . AFF. . .• i ' - - .. q . F f= " COLUMN, SEE STRUCT. :: . n . STEEL BRACING AS "[` METAL BRACING AS cn 1 REQUIRED REQUIRED ° I . " ti �. a ( I HEREBY CERTIFY THAT , r I 3 ACT. A AL `, 9 a :» \ CT OF THIS TECHNIC j� 1 BEARING MY SEAL AN WERE PREPARED BY ME Qf IQ ?, x •� I � MY SUPERVISION AND REST , 'i .. t r, r ,z. a(° CHARGE. I AMA DUL' R� EL. - 110 -6 ACT \ ACT ARCHITECT UNDER THE 1_ 31vi . -M AFF. ® CONT. REINF. ® 1 ® = � . THE STATE OF MINNESOTA. 1 @ 6 AFF. I@ -6 AFF. ® SEE STRUCT. IT ® CEILING HEIGHT VARIES ® la THRU WALL FLASHING W/ PATRICK G. BLEE�,S Cn I'' WEEP CORDS 0 24' O.C. , ' „ ( . GROUT FULL \ „ '' ` k, " . I �, r .. W ) - b ` EL. 1@9' AFF. THRU WALL FLASHING W! . d • SEE STRUCT. STEEL ANGLE AND IGNATURE v ® ®� 1 ® PLATE WEEP CORDS 6 24'. O.G. 3 . EZ �® .. ------- I 11/29/00 - Op I WOOD BLOCKING AS 3-5/8' STEEL STUD DATE ISSUED U ® I ® 1 . I REQUIRED. m ® _ _ ® dl. ACT. t ° ACT. A�.1 ® 18079 (a H _ R 1 ® � EL. I@8 -@ ,{� 5/8' GYP. BD• REG. NO. &D. F:Y Ig : I :,, i AULK, TYP.C . AFF. BRICK VENEER ®° ' -® E AIR SPACE I. =� =0== ® 15 BUILDMCs PAPER' ® I ® -GLASS =0=0 STEEL ANGLE AND 5/8' EXT. SHEATHING �II� ® 5/8' G BD. DODO PLATE 8' STEEL STUD AT 16' OG. =� "00= 8' BATT INSUL. R=25 ( t ( �® = I I =0�0' VAPOR BARRIER • �CJC�O �0 BRICK REVEAL IN 5/8' GYP. BD. ® d . 3-5/8' TEEL STUD =0=0 : UIIrIITEDSTATES ��I CHECKER BOAS MANSORY TIES AT I'-4- O.G. _ el O PATTERN, TYP. ®. 0=0= BRICK REVEAL IN POSTALSERV/C ® YERT. AND HORIZ I. . DID === CHECKER BOARD ;, Ij .I. ® s• == ° (�=O PATTERN, TYP. r `�-a . . . 1° ® � w a as ® I -4 1!4' w aa0 I � 1 0= I z ,••- in PRIOR ® '•I�® O a D == FOLDING GRILLE DOOR � �D�a o . oo a ==== MAID POST Q . U I ®�'I 0 SEE PLAN ° =DO= . I � BRAKE SILL - N . 0==0 m HEAD JOINT WEEPS- 24 O.G. DASHED . IQ® ;., a= . === MORTAR BARRIER ® ( °® r == '- f�C�=[� 16887 DULUTH:AVE.: �; ® .1 ® 0-BACKER ROD AND ® ==== PRIOR LAKE, MINNE T SEALANT OVER 3/4' THROUGH WALL FLASHING 1 1 ® , � PLYWOOD, TYP. . • LAP 4' BENEATH BUILDING PAPER PLATFORM AT a ® TYP_ ALL CAVITIES TRASH BAY ®• `® v c� OL;a. HPL. SURF. OC d- WOOD BLOCKING . 0 V M EXTEND 4' CMU BELOW BRICK ® I ® \ � WOOD BLOCKING AS / .a AS REQUIRED �� 44l , .' 1/2' EXPANSION JOINT I r ° . REQUIRED 1 -@ T.O. FLR SLAB I, �„ • w -�- T.O r=LR LAF3 Aa L* , g .• ` A , . ' --- USPS PROJECT NO,Y e• 4 d GRADE OR PAYING a. \ ) . ° p TYP. VARIES . ... GRADE OR PAVING - '° 4 . . a . �..:-- 15 TYP. VARIES ° ° ° ' f SEE CIVIL . °• 5- CONC. SLAB, SEE STRUCT. 1/2 PLYWOOD • °' o • N . • e . • . • 2' EXTRUDED ,' . :$ • . •:• SHEET TITLE. POLYSTYRENE INSL. o a .d . V. I ° . : .4: 9 ° . - CONC. FOUNDATION, SEE STRUCT. s . o . a . , • d..d . • . 4 p . . . ' WALL SECTIONS 4 °d v e e e ° e O, T o. FTNG. VARIES 4.. F SEE STRUCT. ' 4, • • PAVING AT TRASH :. ' . GRADE VARIES T.O. FTNG. VARIES T.O. FTNCx. VARIES a. T.O. FTt�Z. VARIER - SEE CIVIL SEE STRUGT. ----�-. . • e SAY SEE CIVIL. . • °• . . , SEE fiTRUCr_ .. ,e• d SEE STRUCT. . . 4o e o d v a • 0 0: e• . . • t d . CONC. FOOTING, SEE STRUCT. ° aO ae -0 d " O . 0d° . , AA e p 4 e a - ° V ° REVISIONS:0 0• a ao .dr .. D, N0: DATE: BY- . • ,•. g I • i . v - - . _.. , .. - . I - ' � TYFICAL l.U,�1.1. SECTION . 3 �A�� ACTION Cfiz001�'I 101� 4 �� SECTION � 001 118� WALL SECTION Ciz001"I ���� n E , n , . . Afo.l o A6.1 SEE I/A6:1 FOR SEE 1/A6.1 FOR Aro.l SEE 1/A6.1 3/A6.1 FOR _ A&.1 SCALE. 3/4 _1 O t, . , • . SCALE: 3 '=1'-�' . . ADDITIONAL SCALE: 3/4"=I'-0' ADDITIONAL SCALE: 3/4' 1'-01 ADDITIONAL ... s .. - INFORMATION INFORMATION INFORMATION , .o . . . c . , . . b ,. ._. . F VA I S : . , T.O. TNG. R E Y c.. . , SEE STRUGT. : . . ' , . a ,.. , n - .. ' . PROJECT N0. 981-40 5 , _ . - . . o o. . - -. ' DRAWING DATE. 11 . Q I . . . - R WN BY. H M M. _ D ,A _L KB . . - / • 2 WA ' S CT I ON' C OO�'�'i 12 8) L. i/A6.1 F0 . A6.1 SEE R r i r ,4 riON m - I A A / 1 DD L SC 3 0 - , • ` ATI . NFO ON - . « RC"I . , 1 ,, . a . , _ , , -NC. off' 'NO: " . `' SHEET � , „ - r ° _ a S�- _ , Y F ,1•.. 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O CONSULTANTS: . _ I CIVIL• ENGINEER Van Sickle, Allen & Asscc'i cs�! o -WOOD BLOCKING FACE OF STUDS 2955 Xenium _Lane North, l 411": o z o MATCH Plymouth _MN 55441 8, o a = -� FACE OF BRICK STE L METAL 'CAP FLASHING EXPOSURE AT Y ' (612)'`577-9124 o 0 0( BRICK Anthony P'rni PLOTTING - --1/2' CDX PLYWOOD BALLASTED 6'"POLY. • GUIDE EPDM INsuh,arloN STRUCTURAL ENCNELp T.O. STUDS EPDM MEMBRANE T.O. STUDS MEMBRANE - WOOD BLOCKING, Van. Sickle, Allen Assoc; _. _ . AS REQUIRED EL.=120'-0' :r EL. 120'-0' ROOFING 2955 Xenium Lane Nor , 3/4, PLYWOOD [ 6' POLY INSULATION 1/2' GDx : Plymouth, MN 5544 1 -_`�' . PLYWOOD MEMBRANE BASE (612)• 577-9130 „ry{ • LAP OVER FLASHING • . BED JOINT 3 5/8' 20 GA. ° Reg. SilverthorrGe' .. - 00 O ° fie ' Z. 0 -° °°°- '° METAL DECK STEEL STUDS °°°° °° ' WOOD BLOCKING, MECHANICAL. NGTINEE 8 ° o AS REQUIRED WITH INSUL_ Wentz Associates 7300 France Ave. 3, •�kw • JOIST BRCS. r. . O, JOIST BRCS- ® EL. Il8'-4' EL. 118'-0' ® JOIST BRCS. Edina, MN 55435 ® STEEL DECK EL. 118 -® Dan2 Sieben 1 180 ® BEAM, SEE STRUCT. . . ELECTRICAL EN .�IE ® 3/4 FURRING I STEEL ANGLE.. Kaeding . and. Assoc cI : • . . ® O.W. JOIST, SEE STRUCT. ( SEE STRUCT. 7300 France Ave. <. r`: . BRICK VENEER OPEN WE OIST Edina, MN 55435 SEE STRUCT. AIR SPACE (612). 831 -0317 015 BUILDING PAPER . . METAL SIDING Scott Hutchins 5/8' EXT. SHEATH(NCs SEE STRUCT. LANDSCAPE ARC . . _. . 8' STEEL STUD AT 16' O.C. EL.=115'-1 3/4't , 8° GATT INSUL. R=25 SEE STRUCT. . Sanders Wacker Ber _.. „t- 365 East Kellogg B„v: VAPOR BARRIER ® BOTTOM St. Paul, MN 5510 5/8' GYP. BD_ '• ® 9 BEARING JOIST, SEE.STRUCT. (651) 221 -0401 EXTENDED BOTTOM CHORD METAL SIDING Larry Wacker. . FULLY ADHERED - 3/4 FURRING . EPDM MEMBRANE 5/8' EXT. SHEATHING . 1/2' CDX PLYWOOD STEEL ANGLE, SEE STRICT. 'I . 3/4' FURRING I I • METAL DECK I . L EL- = 113'-2' APP. . _ r 1+,� B .-12 -8 t/2 METAL S1DMCi . . STEEL STUD BRACING, TYP. ti:, W. JOIST AFF. I S E TRUCT. HEREBY CERTIFY THAT THE PORTIO OF THIS TECHNICAL St. EMl r BEARING MY SEAL AND SIGI ATURE 3 5/8' 20 GA. STEEL BEAM, :: r j T.O. JOIST B STEEL STUDS SEE STRUCT. WERE PREPARED BY ME OR f„�� 111'-10' AFF. I WITH INSUL. MY SUPERVISION AND RE81'OISp`I'DS T Wl x, EE STRUCT. CHARGE. i AM A DULY REGIS�'i`RED ' ARCHITECT UNDER THE WS F THE. STATE.. OF' MINNESOTA. 8' 20 GA. STEEL . EL. 1 '-10' I I JOISTS AT Iro' O.G. BRICK VENEER AIR SPACE PATRICK G. . LEES EL. = it0'-6•- I METAL CEILING GRID -. � ,� � V r r< .-�' k. _ .- / IF Y AFF. 0 . 8 CMU WITH LOOSE ,rf :' a{ 8x4 TUBE CONT. CIi -1/2' CDX PLYWOOD FILL INSULATION >�r=�� '/ %= " _. 51GNATURE i . ' 11/29/00 METAL SIDING I METAL EDGE D T 0 THRU WALL FLASHING W/ . A E ISSUED _ I . WEEP CORDS AT 24' O.C. I I 5/8, GYP. BD. 18079 ROLOK BRICK 02 ACT. - . I REG. NO. ,k TOP OF TUBE '' j ' EL.=108'-3' AFF. METAL EDGE,4 CAULK FFE. = 108'-0' 3/4 FURRING 0� , - { ,- WOOD BLOCKING x 1< n T5 3x8 TUBE FRAME BTM. SIDING IT <a { METAL SIDING ' �r r� - 8' METAL STUD g CJ ACT. TS 4xi6 TUBE EL. 107'-2 I . 8' O.G. WITH 8' 00 = FRAME . .. BATT INSULATION -- ram -�a a , 0 0= - TS 3x8 TUBE FRAME WOOD BLOGKINCz - ® Ur�IITEDSTATES DO 0 == ( I AT SIDES _ . TS 3'x8' COL. ao oca • POSTAL SERVICE. . TS 3x8 TUBE FRAME 0= == 0= . . ao oa as . . ao as oa . IMPACT DOOR, Cl0 OD l�0 BRICK WALL BEYOND 0o ao as I I SEE SHEDULE ' PRIOR as oo ao . ao oa as AIN POST eJF == DO OCR 1/EST. O.N. DOOR, SEE OD 0� CIL� SCHEDULE. BRICK REVEAL IN- 00 �� �21 CHECKER BOARD as DO i PATTERN, TYP. 00 oa ace , - == o0 0= • • • 16887 DULUTH a , . SF • oa oo ao == == as ® PRIOR LAKE,MINNESO . oo ao oa . . ao oa oo I 6' 0 PIPE ' I NOTE SAILORS, == =0 BOLLARD . . TYP- . ao�aa o as =o . . . . a a0000 . lard o 0o GONG. STOOP =0 I I SEE STRUCT. I USPS PROJECT NO;Y86856 k EL. = 100'-O' r r ,k FFE. = 100'-0' ' T.O. FLR. SLAB AFF. ♦ q• Nd •. '„« .8 .'• t a, "# _ i, . . - 1, n to .• ,.°. .•;�• +j. :.. n .y• •.'a g b. EL. 10®-O-Q - •.. + v• .r• .r, a .• .� ,, • ;IN - - I GRADE OR PAVING> � �' /2' EXP. JOINT -. , , .•..' . . : / EXP. MAT'L. • - . : ." I . VARIES ,. - LOPE TO DOCK , • I SEE CIVIL SHEET TITLE:' CONC. FOUNDATION • • 4.: D LEVELER PIT ° "� '., .. . ' N . SEE STRUCT. I . .. . , . .. . . .. . . . 2' EXTRUED LOADING SLAB AT LOWER :.r' : , '. ' >' ' r'. •-' ' .' I WALL SECTIONS . POLYSTYRENE INSL. ' r: :. .,. ; DOCK - SEE CIVIL • . • N . . . ( I I II . . : I = _ _ - - - - = GONG. FTC•s. SEE 8 CMU SEE STRUCT. • . '• r.... . _ _ STRUCT ::.'. :' : .{ := 11=1 I I-1 I I. III III=1 I I-1 I I1=� ' F° p• I=!I I- I 1=1 . • .e . . ... t : .:: _ VARIES - - - - - - -�- • .'��` ( I I I I I II I I I I i', ra FTNG . .:- - " :: : : ... '.o`. I I I=III-' NI D, .. SEE STRUCT. REVISION. CONC. FTG. SEE ': . : ::; =1 �- e . _ - I l NO:. DATE: BY. (LEVELER - J L LOADING SLAB '� ' '•• `" --- - - - - - - - - - - - - - AND . .. . SEE CIVIL - •` BUMPERS . I . • . •.: . • .... • :. NOT SHOWN) . �'. . . . • - a - . ••':. . . . ; a (/ter_ : . - .. ::I I L� E _ 3 WALL ECTION ._. •_ . ... , . . i . ,46.2 . ... . ,, . SEE 1/A62 2/A6.2 • _ - 1 o 1_ 1 . FOR ADDITIONA .SCALE 3/� 1 _: SCALE. 3 � I (d L ---,- .. . : ... a INFORMATION > - a . • . . . ,_, .. ' 1.. . . , ; - .. • a • •• . T.D. F _ .11�ICs 6 Y SEE STRUCT. . .:,-,. - • ,..: . . . PROJECT N0: . 981:10, 15,- ., .O • . - _ • .- I , - " • S- .• ' - - • • DRAWING DATE. 11 29 00 f Q. q _,. 4 `.: . DRAWN BY:-W HL- ' i .. - - I - , i . • . - . U)�4 C1"f ON LL 5 . . . . A b2 SEE /A62 FOR . - ' A TIONA .c DD I L • NF . . 1 O ATION R!"1 . . E NO, .' ' SH ET OF . .. .£ F - i , if 3 L ., ,rr_d m <_ : - . . '. r i r F lL r 7 > E i. -. 3 .ri .. i r r 810-_F, 2.DW [ _ 1 • A& - � . G: LISPS 98110-15' : , ,, . , . , . , . . _.- ' 2000. 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APRON S E GIY L Edina MN 55 435 E _ _ _ - ] 3 -1 s 6 2 8 ]' I t30 . • d t:r, d ,• -0. • ••a • it i ':4 •• •.• • ', ONG STA r' d.C Don Sieben R.` i .� GONG STAI Y R e e :: ..- t d. .s. 4•.., ,.. ..t �••. s i• ••7' ;�i: _ i :•i'. .. t. �i' ••i 1, fa ti.t a J d 'e ELECTRIC L N _ 1.I� 's a -E G . ABRASIVE . * • .. ABRASIVE • Koeding •a,nd Associate 4S CONT. AT 12' O.G. COMPACTED S CONT. AT I2' O.G. Z TREADS Q 11' EA- . •' CONC. NOISING, TYP. COMPACTED NOISING, TYP. .: $ 7300 France Ave. S. a ,u 3'-9' 4 T. g 11'=3'-8' 4'-6' 2 t ii' 4'-0` $a GRAVEL BASE GRAVEL BASE FOOTiNG'SEE . 4'-m' 2 T g 11' 4'-Ea' 4 T. ill=3'-8' 4'-0' = 1'-10' _ i'-im' •. :.•.• Edina, MN. 55435 STRICT. '' . 4*b• (612) 831-0317. Scott Hutchins . .. HIT .. CONG. FND., SEE GONG. FOOTING, LONG. FOOTING, CONC. FND., SEE LANDSCAPE ARC EC STRUGT- - SEE STRUCT. SEE STRUCT. . -Y .. STRUCT. ` =< rgl j,.y V. . BIvU.' 365tl East/KelloggBe :. •• I . : , d ... ... ' St. Paul, MN 55101 ' (651) 221-0401 . Larry Wacker FLATFORM STAiR SECTION ' . a STAiR SECT.IO 1 � &TAiR SECTIOi�l E / R Ara-3 . A(o 3 _ , o SE t A63 FO - _ - A63 SCALE: 1/2'aI'-O' ADDITIONAL .SCALE: 1/2 1 0 SCALE: I/2 1 0 INFORMATION _ 1 HEREBY CERTIFY THAT THE RTIM . OF THIS TECHNICAL SUBMISSION . BEARING MY SEAL`AND SIGNATURE : . Y ME OR UNDER . - . WERE PREPARED B MY SUPERVISION AND REST' INSID? _ CHARGE. I AM A DULY REGISTERED ARCHITECT UNDER THE LAWS E . THE STATE OF ;MINNESOTA. . PATRICK G; GLEES . "� - . GNATUR : . C.• B _ . 11/29/00 . ;-- PARAPET BEYOND DATE ISSUED j i. FULLY ADHERED :'>... 18079 EPDM MEMBRANE REG. N0. . ' POLY. INSULATION `. . ., ?, :::.':.:•:` ;'t METAL GAP FLASHING 'CONCRETE•. , METAL DECK t �,< 2x WOOD BLOCKINCx 3/4'x3/4' RECESS POLY. INSULATION 1-1/2, METAL DECK • 8' 2m GA. STEEL J015T a 24, O.G. BEAM, SEE STRUGT OjLU. JOIST, . STEEL STUD BRACING SEE STRUCT. • UNITED STATES . ,_ 5/8, GYP. BD. -}- t ' I P ?ST®�.SERVICE METAL SIDING i 3-5/8' 20 GA. STEEL � �L A 1 FORM STAIR WEST SIDE E L E V. 3/4' FURRING I I STUDS AT 8' O.C. . A6.3 SEE I/A63 FOR . 8' 20 GA. STEEL STUD AT SCALE: 1/4 =1'-O" ADDITIONAL 16' oz. WITH 8' BATT INSUL. INFORMATiON . • PRIOR KE C T.O. OPENING IYI/1IN POST OFF . 8' 20 GA. STEEL STUDS EL. 113'-4' • VAPOR BARRIER 5/8' GYP. 8D. - 1 7 LUT AVE S HEADER, SEE STRUGT. . . 688 DU H._ . , : E PRIOR LAKE, MINNESOT STAIR CIO OFFICE ___ 201 ' . s 1'-0' . • . GLA55 i LIGHTWEIGHT CONC. FENCE POST OVER FOOTER SEE ` . 12/Al.1 OR BARBED WIRE CAP . . FILL FLOOR FORM FOOTER AT WEST SECTION AND I 1 1/2'0 HAND RAIL BTTM OF OPEN.,{ RETURN OF WALL ONLY • USPS PROJECT NO.YSM56 . EL. 1m8'-0' eorrort of QarL I STEEL JOIST, SEE I I --------- fro GA. GAL. STEEL . 0 p IM 2'- i _ I I , 12'XI6 GA. STEEL STRUCT. n SWEET CAP CONT. 9 STUD AT 16' O.C. I I MITRE/SOLDER JOINT. METAL SIDING --- T.O. FLR I C.8x115 CONT. . • : :; 3/4' FURRING EL. 106'-0' . ____----2x2x1/4'x1'-m' : SHEET TITLE: 8° 20 GA METAL STUD At I i AT 4'-m' oc. i6' O.C. WITH 8' BATT INSUL. ' ..' • II :•, GROUT, RE iNF. 05 AT 48' .,' :I _' I I O.C_ VERT- WALL AND STAIR SECTIONS ,1 I , I Ir . I I ��, I-I I,� ..� I I I I I I I I I . I I I I II I . . , �, I )I r I�I-I I. I ,-I�-I--L---- ..1 ___�__I � I .I I�.� I r.I"I,Ir,�.11 I 1 I:-1,1�� I I I .�- I� I .I .. .1 I - I� I I . �I . I I I I - I I I�I I I 1-1 I I � I . . � I I 1I., ,� �I 1.I 11 �. �I. I-I , I I. � �- I 1.1-11. -.I. I. I I I..��I�I--.I�I I I.I�. - I I .�II� �I . II. - -"I.1�I..I 1.1 I -I I11.��I I��1,1.I'-I-�I I I-. 1.I 1. .I �:.I�,I I.I�- .,.�..,�',I :1-­,1��wI.. -:�:�'�1_.1,���'�_,1 1�,­,.;"�.,�. �,. �...I,, I-..I....I- , .4I II . --I I IL I I-.I � I 1I.. ­­.1 II.�.-� '1'I.I��4.,1�1I_�,I I_� . r I I�I 11 1,- I ��II I...I. 1 I I_. 1. ..�-I . ,�1I1—1I1-.�—. BACKER ROD t D SEALANT `9 8' CONC. BLOCK I I 4' EXT. BRICK VENEER BOTH SIDES " I a . i- 0 I ( •, FENCE POST AND FABRIC DOOR, SEE SCHEDULE 1 ) _� I I I d 1 !Y GONG. FILLED STEEL r _ STORAGE ,� CANTILEVER GATE REVISIONS. 0 . • PAN TREAD STAIR - 100 II . . 0 METAL STUD GONG. SLAB, 1 • f 1 1/2' EXP. JOINT 1'-11' •T is IV= 8'-3' 2 -0 . . 2 - PLAN DIMENSION N0: DATE: BY: SEE STRICT. SEE STRUCT. . . II : 1/2' EXP. J01N7 II . FFE __ T.O SLAB : . . . a e . a. . . :.d . .d. . • " . , . : . E L im0 -m 1 1 ... m • d •. a• .J.• Q t a 1 ... d •. dr • d•(.. '•i d - s . •• ;.� - .•d ,•. as-•" �y.. :y . • . . _ i 1 t...r-: a I.t, •s •r .1 t.• -i. t 5 a , .. .t- • .. .. , • , .W .. ♦ y. .: ....,. • ...., .. .... r ...1. L a s .y,..•,v'i N ATION i NG. FDU D . o , s ST ucr. . .. U .• . GONG. 6 A :; 2 EXTENDED . • i• .. . POLYSTYRENE SEE STRUGT. :. . .. ;; +- . .. ..•. CONC. FOUNDATION kk . __-- CURB GUTTER, GONG. FTCs„ .. : ' ., <., - ••. SEE STRUCT. . . . = . SEE CIVIL SEE STRUGT. . . - -: - . T.O. FTNG. 1 1 - . CONC. FOUNDATION .. • • ;G ' •,- COldc. FTC#., .: T o•FTW•VARtI .' •. . SEE 6TRUCT. . SEE STRUGT. 'd: I. . .. 0 0, • .• PROJECT -NO, 98110-.1,5 :1 - CONC. FT . s sT T. _ EE RUG , I _ _ DRAWING DATE. 91 29 b0 . - . -DAWN BY: HLAZ R . . i . . , . - ' 1 . .., • ` ' I1'�l IJUA • A G L K . ! f ill S C�'i 01�1 A6.3 . � _ A T ,� C � _ I 5-r� T S S ou�v ASI-� _ _ 3 1-' � !r � �D SCALE i/2 ® Cortr�LT14N ,�T �u� f�A � I-I � �n , . , - . A .3 _ . . _ _ID _ • SC E 1/2 1 L _ SHE _ Q ET .. - .. Y . 4 ,. m- -t •2 I . � 5�, a k 7 L r FILE:_. a, ! : €. I d#f k rya , .3 ?i I B. y '!.. 2 ,.. y5 1. : .. ,. .._ ,.. }.J .. - _ /[ i ., �. ,... a ,... ,.{ r ✓ .>i .. ' i .� .... t s10 1 �► 3. W x r . ;� s �' ;a3 _ _ -., � � L : Gr USP �• 8110 , 5 ' S . ., ,., " - PYR HT CMA `P.A: `' : 2000 CO IG 1 . y . t .. d i � _ • °e _ ,_, I?-,�*. 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"- .I��_I: II .',� �l,,_ I y 0] _ - + O :` - i^• .- - - - - - - . . <., M . `- N -. ,. .- t/2 R:O g . 10 9 . . , N _ - -.. - •, M 0 1 /2 GLR MIN. T NSIO I T _ _ E N W A ( , o�T_:w TH . RE C:7. 5E ID ) k E E ABRIG. ARCHITE TUR .- C E P CANNING UESI 1 2 00 , D R -- 0 '. . - , - . 0 WALL TYPE PER PLAN. _ ._ . . CMA : P.A. FOLDING NORTHWEST:2 - t -0 ERN BUI . O , . LD11 - BRACE IL . .- 5 RA CAULK JOINT,TYP.. - � _ - DBL `STUDS EA. 2 I I N I ,c ^ - 4 1 5/8 x 1 t/4 2ND. ,ST,, SUITE 8 HEAD JAh1B TYP. . AT BASE ONLY MINNEAPOLIS MN 55 PH N MTL. ANCHORS) - . O E. . I . 338-66 N -WOOD TRIM, PAINT P-I, TYP. 0 -- e FAX. 612 338 2 9, PER SPECIFICATION USPS SIDE _� 1 co 0 0 _ ,. � - 5/8' GYP. BD. FOLDING GRILLE DOOR CLOSES � _ TIGHT TO CLOSET DOO H MAGNETIC POLE'PIECE co to E .MAIL: info a rn'rch.c r R WEN BOTH SCREWED TO EDGE OF DOOR I . TRUSS ROD AT , g STUD SECURITY WALL, TYPE A2 ARE IN CLOSED POSITION II CONTACT: CHRIS OLSON GEIL(NG Q CORNER POST -0- STUD a 16' O.G. . 1 / . � - 3/4 STOP � JAMt3S, TYP. w w 1 o AT V-0' 1 PROVIDE SECURED LOCK =OO" MTL. FRAME, SEE M m PIN RECEIVERS 0 HEAD AND HARDWOOD STILES AT ALL _ 1 Q DR'SGHEDULE . O FLOOR, TYP. III SIDES W/ 2 -LAYERS 3/4' PLYWD. CONSUL 1 SECURED GORE. LAMINATE ALL FACES SIWSLE EXTENSION ARMS. TS, - - • C I , TAN N �' - INTERIOR STRIPING FUBLIG SIDE III MERCHANDISE SIDE WITH PL-I, SEAMLESS TYP. ;: SHALL POINT OUTWARD 0 Z N o AT AN ANGLE OF 45•. Y .: ::. . CIVIL ENGINEER` ..t kle, Allen & Associate -- : : Van Sic w - 1 ' 0 z o 1. SINGLE TUBE FLUOR NOTES: HEAD DETAIL IS SIMILAR TO STRIKE BIDE JAMB. 1. SET DOOR PRIOR TO INSTALLATION OF; a . . t"t D�JA D TAIL 2955 Xenium Lane North, Sty 11 0 a- = LOBBY E FIXTURE, SEE ELEC. .ADJACENT GYP. BD. FINISHES. 2. FOR SPECIAL HARDWARE REQUIREMENTS, SEE SPECIFICATIONS. 10'-0' Plymouth, MN 55441 -2628 0 N - t - 3. SEE FLOOR PLAN FOR ACTUAL WALL CONFIGURATION ADJACENT TO BOTH SIDES OF DOOR. 4. '��.� SCALE I-1/2',=.I'-®" Sfi'ACdNG (TYP.) (612) -577--9124 PLOTTINGrJ1D 0 4 O Anthony Pini GUIDE _, . PAINT GLOSS WHITE • 1-1/2'x 1-1/2`x I' . . STRUCTURAL ENGINEER * *' Van Sickle, Allen & Asscioa CHROME PARABOLIC 9 E I�tC I l G TYP A 2955 Xenium Lane North, CUBE LOUVER Al AN �_ Plymouth MN 55441 - - ..,...,:� I 1/4 -I 0 SC�4L.E y 2 VAPOR.BARRIER (612) 577-9130 0 a ,,,/8' 1/2' LAY-IN GLG. ANGLES. • 5 FOLDING GRILLE f=CCKET DOOR DETAIL Reg Silverthorne Q >• X 1 -5/8 TYPICAL. (WHITE) BRICK VENEER . MECHANICAL ENGIN �fr A-1.1 °_ . . AIR SPACE . e R 9 O SCALE I-I/2 -1 -® TOP GUARD SHALL BE USED IN A VERTICAL � tp FACE OF WALL O' CMU WITH Wentz Associates "r- _ . P05(TION AT GATES•At�1D OTHER CONDITIONS WHERE Q w B a- • TO UNDERSIDE NECESSARY TO AVOID INTERFERENCE. LOOSE FILL INSULATION 7300 France `Ave. S. S,c' :�s3 Edina, MN 55435, d i, of ROOF A EMBLY ABOVE 612 831-1 81J Q THRU WALL FLASHING 2 1/2' O.D. SCHED. 80 4' OUTSIDE ( ) Q W/WEEP CORDS AT 24' O.G. CZ, DIA POSTS on Sieben 2 O.D. SGHED. 40 METAL EDGE AND CAULK GATE A • ELECTRICAL, ENGINE WHEELS TS 4'x16' TUBE FRAME I 15/8' OD. SCHED 40 A = Kaeding and Associates i 7300 France Ave. S. ` i: _13'. 4 . Edina, MN 55435 , WALL TYPE A2 CLOSE 'CUBE ENDS I . • , I. (612) 831=0317 TB 4'x16' TUBE (BEYOND) I Scott Hutchins . Z - ROLbK-BRICK I, LANDSCAPE ARCHITECT1/2' PLYWD., PAINTED, Sunders Wacker Ber (e =: M:. - 16 RO.G. D FRAMING ACT e -- BACKER ROD AND SEALANT I San East acke B 9d y, 10'-6' AFF -1 St. Paul, MN 55101 !••-•OBEY• 5/8' PARTICLE BOARD DIAGONAL BRACING e . (651) 221-0401 SIDE Z z aO81O \ 10 OVERHEAD HEAD CJ' CTIONA T I � Larry Wacker 2x WD. FRAMING - \ L A I L 3/8' THREADED ROD, TYP. � All ° 1_Ix HARDWOOD EDGE J2-AI GALE I-1/2 -I z TRIM, TYP., PAINT. (SEE NOTE 1) / s "v STYPE A2 WALL \' CLIP 3x3x3/8' WELD CONT. ( ;r {' `r 0 • o 10 z • SHIM AS REQ'D TO TUBE 2-3/4' ANCHOR BOLT < , ` g HEAD a BASE .: . . • BLOCKING AS REQ'D. C5x9 • y �� t� M BRICK 'VENEER . . - GATE ROLLER (4/SIDE) -_' Ally SPACE _ - CAULK 10 ALL h ACT g • ' ., , . 8' CMU WITH 2 1/2' OD. SC-ED. SECTION I HEREBY CERTIFY THAT THE PORTIONS JOINTS, TYP. S'-O' AFF LOOSE FILL INSULATION A OF THIS TECHNICAL SUBMISSION LOCK KEEPER BEARING MY SEAL AND SIGNATURE . 1 5/16' X 19/16' P-1. . WERE PREPARED BY ME OR UNDER . DOOR TRACK BACKER ROD AND SEALANT NOTES: MY SUPERVISION AND RESPONSIBLE USPS SUPPLIED P.O. BOX 1/4' PLATE TRACK MOUNTING 1. WELD ALL PIPE CONNECTIONS. . CHARGE. I AM A DULY REGISTERED LADDER ASSEMBLY, TYP. FOLDING GRILLE TAB-COORDINATE WITH 2• GATE FABRIC TO MATCH FENCE FABRIC. PROVIDE MATHING POST*CAPS WHERE REQUIRED. ARCHITECT UNDER THE LAWS OF SEE SPECS. STQ SIDE SEE FL- CL LAN . PUBLIC SIDE DOOR INSTALLER 3. NOTCH CURBS TO MAINTAIN 4' HEIGHT BETWEEN TT` OF GATE AND PAYING. THE STATE OF MINNESOTA. NOTE: O.N. DOOR TRACK PATRICK G. BLEES P.O. 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I(_I��-j..-.�1I�4 II.�...)(-..*-1,�I �..�- ',-_I 1"I`I"'d�Q. I I-�I.1�I.p�1.I II�I I, ,.1�III I�'_... _1 I%".' I,.-I.�I�-I t_I F-.I. ...WI.,/ .1�..H-I II.I 1.-11 :I .�-.I I�.I f.II,I,I�1 I .�.,I,.I�.e.1�I I. ..� .I-I�I I�.��FI- 1.I 1.I 6..�II-_I­.1:I-1_I�II.IIII.5 1�I 1 III�._I�-1'....,III II�I II r a I. PROVIDE A.ND SECURE ALL STRUCTURE AND BRACING AS REQUIRED BY THE TS 4'x16'x5/1fo' STEEL . . ''. , 11� ,� ." A-1.1 SCALE 1-I/2°=1'-�° GRILLE MANUFACTURER TO UNDERSIDE OF DECK ABOVE. TUBE JAMB FRAME �',1 III 1.1e��.-, r' fr'� 1-4I/I1�I 1 7II I.1�-�,_�.I,��I I.I.I....�.��I L-�I..III I..��.0I.1 I.�.�1I0.I.-I.­I1 I.I1,.�-*�I.I I..I II 1 1 ;I..I�"I:�,I.I I I,I1L'I_,I I I 1�.I1�II-III 1 1.�.I II"­ I1-I��I.I.'I­-,I I_I I�--..I1­I.I:,1 I..4 1II�fl�1 I�I-II��.E I.I I.I.I1 I..�-I.� I I...��II'-1-..E.Ie.�a-I-��V.I,�.-I'��.I .II II..-�,..-1�.:W 1II..I-I1I,"Ir.I'�I'.1 II ��­..-.I1I.1 I_-.I I.._-...I�-II�-_-II�I II.�I_--I1.I..*I 1� I,I��I-�­:.I�I41I.I. 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Q ;T ® 0 Q 2' ANGLE SECURED TO NOTES BELOW) BLOCKING ABOVE 2 8 2 _8 1/2' RUBBER - w m 5/16'x3/4' HEXHEAD CAP MACHINE, TYP. w - SPACER AT 2'-8' O.C. . NUT a WASHER, TYP. STAGGERED, TYP. - - - - - - - - I ..I I 4.�..I. �I.II.- . . PRIOR LAKE LADDER ASSEMBLY, TYP. 1'-6' AND 3'-2 1/2' AFF. QZ ` J � PS ro24 MACHINE p c`^ �/ (DASHED) I SECURITY WALL, TYP. -- -- (TWO ROWS) MAID POST OFFICE I i -1 1/2' X 3/8' SPACER ( o 01 cu ' i __ 2x BLOCKtNCs FOR , TEMPLATE �_ __, 2 I .O. SOX J AM5 ATTACHMENT,.TYP. -- . A�.1 ,- ° - _ - - ___ - i I I _ 16887 DULUTH AVE,SE SCALE 1-1/2 =1 0 - --i PRIOR LAKE, MINNESOTA . 3/4' CHAMFER, TYP. __ VENTING MACHINE • 4' 3'-20 41 . TEMPLATE (C120) • 2'X12'' WALL BUMPER, TYP. RL{BBER SPACER OTE 6 . 1 3/ . USPS SUPPLIED P.O. BOx CONTINUOUS BLACK VATION 3 1/2' 3'-10' NEOPRENE GASKET A LADDER ASSEMBLY, TYP. TYPICAL WALL BUMPER TYPICAL CORNER SIDE AND TOP JOINT. (DO NOT ATTACH TO .. LOBBY MACHINE.) USPS PROJECT NO.Y86856 . . 1/4' D IAM. x 1 1/8' LONCz ® LAG SCREW W/ 1/4' FLAT WASHER, TYP. -T f=551"I TE (PLATE DETAIL �3wALL 5t, Mf=ER DETAIL -30 -3' WEATHERSTRIP * A-i.l SCALE 1-1/2'=1'-0' A1.1 •_ T�t'P. • ALL JOINTS, TYP. SCALE 1-1/2 -1 0 SHEET TITLE: 1'-8° 1-1/8, 12 GAUGE 1-fi8'' , C�UA1�D1�,41 L TEizM(NAL . . . . . 3 P.O. 5OX LADDER 'END SECTION DETAILS . . �1SCALE 1-1/2'=1'-Q>' TOP OF CURB . W6x9 . REVISIONS: POST ITYP.� N0: DATE: BY: VTIO �t • ' COILED CONTROL WIRES W/ CABLE _,__ INSIDE (FOR ENCLOSED DOCK,MOUNT ', CONTROLS ON LEFT PIER ADJACENT N.T.S. . USPS SUPPLIED LADDER TO DOCK ) . . RAMP . ASSEMBLY, TYP. +9 1 , . 1 3 /4 , _ ■ - 8 STEEL CHANNEL, W/ 3/4 xS BENT .. , lx HA ' . . RDWOOD EDGE 4J ANCHORS 12' O.G.MAX. STAGCxERED IN ., a Its T A( T. :• •. • ••., ,. .. 2 DIRECTIONS AL. EXT: WINDOW .:_ •.. // E D R _ _ �. •.•.: .: . :. v ..I . FRAME � 1/2 PLYWOOD SHEATHING : .•. . , . . ,. . . 0 o :' . BASE WORKROOM a , BUMPER YON T - - z z BE D, YP _ z AL. TH 5HO 5 T IN C , a SIDE, PAINT, TYP. : . • RE LD E AL. THRESHOLD SET iN FULL BED M,45TIG WITH . :: -. FULL'BED MASTIC WITH ap . - .. L055Y 'd . :•: .-: .. • 3 DIA CONDUIT FOR , -TWO LAYERS 1/2 I. , MIN. 4 FABTEtJERS MIN. 4 FASTENERB M - 12 CAA, PLYWOOD O :!'•_:.: FLIP RAMP POWER 3/4 X10 X1® S l l�E e VER - -- -- - - - C�u,4RD . 4. ' :" . • BASE MtNG F3ASE PLATE FRA . . FINISH PER ROOM .:. A . . .• FINIS d1 PROJECT N0. 98T1..0 :15 , . . . •.., . . : . H PER Roots ice, L. . a . ..9 , --- ---- - . - I - . ;:. UJ TN 4 T . . . .� FINISH SCHEDULE 1 EXP 5OL S , 10 z 4 Y 4 10 AS FIN15N SCHEDULE B E EA. 51 DE _ __ . .. -_ DRAWING <DATE:. 1-t---29 40.. .. . . GO C. A AS SCHEDULED. e N BL B CONC. SLAB _ D WN ,l.Uro X9 RA BY NO POST. : HL /8 EXP. JOINT . 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TURN EPDM MEMBRANE ADHERE EPDM COUNTER BRICK 1 STRETCHER , M . 5S4 01 . T PHONE: - & - r- N o 6 UP WALL FLASHING LAP.OVER YP 12 33.8 . Sfi►7 o BASE FLASHING - FAX: 61 --: ce , , CONT. FLAT MEMBRANE RETAINER BAR BRICK 1 HEADER T1'P. , 2 , 338 299 o 8 4 • BALLASTED EPDM E-MAIL: InfoOpm'arch.corr�CONT. FLAT MEMBRANE - EPDM BASE FLASH-ADHERED ROOFING MEMBRANE RETAINER BAR CONTACT: CHRIS OLSO to r g s OVER MEMBRANE AND RETAINER . SEALANT AT TOE OF TURN EPDM MEMBRANE 1 $ o ASE F SH Q 6'. UP WALL o -o p ,n � . °OoU"`17 0&(J o o&cV o°000 o° o Ocb , M M g EPDM BASE FASH- . ^ w CONSULTANTS' 6' POLYISDGYANURATE ADHERED --- N N ROOF INSULATION SEALANT AT TOE OF- .- N o BASE FLASHING N G E E CIVIL E IN R . Na Van Sickle, Alien & Associates o z o t6' POLYIBOGYANURATE 2955 Xenium Lane North, Sty INSULATION w a STEEL DECK Plymouth, MN 55441 -268 o a 10 T.O. SRCs. (612) 577-9124 ' EL.-118'-0' Anthony Pini PLOTTING STEEL DECK 3'5/8' 20 GA. STEEL STUDS, • GUIDE BATT INSULATION STRUCTURAL ENGINEER / I ;' CREATE 2x4 WOOD Van Sickle, Allen: & Associate ; BLOCKI CONT., TYP. 2955 Xenium Lane North, , Plymouth, MN ,55441 -262 • 11 TA I 6 77-9130 R 12) 5 Reg Silverthorne. 3 • 8 5' ,4't2 �iTfRI =LE FLEMISH 5O D f=ATTERI MECHANICAL ENGINEER `: ,��'12 _ Wentz Associates SCALE: 1-I/2 -1 ->ar "OW. JOIST AND 73�0. France .Ave. S. STE :�., .J AM S ST GT. Edina` MN:55435 BE EE RU (612) 831 1180 Dan';Sieben ELE CTRICAL ENGINEER Kaeding and Associates . - 1'-8' 7300 France Ave, S. STL 3 , GYP. BD. INTERIOR FINISH Edina, MN 55435 (612 831-0317 . ) . 6 - Scott Hutchins STEEL COLUMN, SEE STRUCT. • • .. 0 . LANDSCAPE ARCHITECT RI Sanders Wacker Bergiey, ins: I'-8' BRICK VENEER BRICK VENEER O 365 East Kellogg Blvd. 1-DETAIL . St. Paul, MN 55101 AIR SPACE AIR SPACE B (651) 221-0401 4' 3' 8' 5' BRICK VENEER 8' CMU. 8' CMU. WITH . LOOSE FILL INSULATION A't,2 LOOSE FILL INSULATION B Larry Wacker AIR SPACE . . 2 SCALE: 1-1/2'=1'-�° I.Z?I I�I....�I�-.I�...r.�I II�2 I I.�.I_v�I­�//....r�I...I I r.1--0�,-.��.I 015 BUILDING PAPER 5 5/8' EXT. SHEATHING, ACKEN ROD AND _.1­.-...I,�-I�,�.I,-I.1�.�I.I�-.-.7 I-.E1III I.� BRICK VENEER 8' 20 GA. STEEL STUD AT r ...�.I I'-8' !6' OC. WITH 8' BATT (NSUL. R=25 . ..- .:, •. 1 ". .. .. . . . ., MORTAR BARRIER .: .. ,.• _ AIR SPACE I VAPOR BARRIER . �i, 4 .. " •015 BUILDING PAPER LAP OVER CAVITY FLASHING 5/8, GYP. BD. - _' - I� " ;� 5/8 EXT. SHEATHING : �. . ; 8' MIN. 20 GA. STEEL STUD AT STEEL COLUMN, SEE STRUCT. • .:..,e..:. , Y.. .., .... . ': ::•• • -. - :,. - �,, , � I HEREBY CERTIFY THAT THE PORTIONS °.. I6' Oc_ WITH 8' BATT (NSUL_ R-25 ,. -�, Y _ OF THIS TECHNICAL SUBMISSION R` ; VAPOR BARRIER - ;_ d BEARING MY SEAL AND: SIGNATURE 5/8' GYP. BD. V WERE PREPARED BY ME OR UNDER THRU WALL FLASHING-LAP 4' BENEATH :. MY SUPERVISION AND RESPONSIBLE BUILDING PAPER TYP. ALL CAVITIES , . ...., .. •.. - A, : :,. d y EGISTEREI CHARGE. I AM A DULY R THRU.UP END AT JAMBS BRICK VENEER ) THE STATE OF.M NN SOTAAW S €� I L6x4x3/8' LLV WITH 3/8' BTM. PLATE, TYP. AIR SPACE . . FILL FULL WITH INSULATION . ' co I - FI I °d r__ GROUT FILL PATRIC G. BLEES t„ = LL W TH INSULATION r - BLOCKING AS REQ D. .�;_�,,�� 8 CMU. ��� ,� .` / ,METAL EDGE AND CAULK f. .; SIGNATURE 1/2' SEALANT AND BACKER ROD SEALANT WITH BACKER ROD, TYP. . 11/29/00. WEEP CORDS AT 24' O.G., TYP. I I -ON 'DATE ISSUED 1 0 GLASS DOOR 1260 • . 18079 - ALL RECESSES BRICK VENEER IN . KEG. N0. CHECKER BOARD PATTERN, (BEYOND) . 9 DETAIL 12 h� AI1... ROO 1 12& N.E. CORNER . • *A, 2 SCALE: 1-1/2'=I'-®' , A1.2 ,4'1.2 . BRICK VENEER - . �'CALE: 1-1/2'=I'-O l SCA E: 1-1/2'=1'-0' AIR SPACE . #15 BUILDING PAPER ' 5/6' EXT. SNEAT�41NG 1'-3' . 8' MIN. 20 GA. STEEL SCUD AT •• 16' OC. WITH 6' BATT INSULATION ' I Q . VAPOR BARRIER ro C 1?ID/STUD/5RIC-K fRELATION, TYf=>. U1N/'i'ED ST®TES . 5/8' GYP_•BD. Al2 .. PAST®L SEIQV/C� SCALE: 1-1/2'=I'-O ;• . 2-1/2' STEEL STUD W/ INSULATION . BACKER ROD AND SEALANT, TYP. - ... . .. ; . ! .. BRICK VENEER PRIOR LAKE ' ®�A ® /�► GLASS ,.• AIR SPACE MAIN POST.OFFICE . 8 CMU. MTL. SILL BELOW .:• 8' CMU. . . . . LOOSE FILL INSULATION . . • . , r s , a . - . JA1�i 3 5 DETAIL . . . • �„:- •a i _ 16887 DULUTH AVE. SE . SCALE: 1-112'=1'-0' • ' d PRIOR LAKE,MINfVESOTA •. .. s a SEALANT, TYP. Q d d MTL. SILL BELOW _ . . . GROUT FILL . . _.�_ - d SACKER ROD AND SEALANT, TYP. - GLASS BACKER.ROD AND --�--BRICK, CPECKERBOARD SEALANT, TYP. I • _- BRICK VENEER (BEYOND) a. PATTERN d:, I/2' PLYWOOD z °. a' BACKER ROD AND SEALANT, TYP. BRICK VENEER 4' 1'-0' 4° '--6' PIPE BOLLARD USPS PROJECT NO.YM56 BLOCKING AS REQ'D. AIR SPACE d . AT GRID G . iA HPL SURF STOOL "15 BUILDING PAPER :. - 5/8' EXT. SHEATHING o GROUT FILL , : . - 8' CMU RETURN BELOW . BRICK AT JAMBS, TYP. 8' 20 GA. STEEL STUD At 16' 4 BRICK VENEER OG. WITH 8' BATT (NSUL. R=25 ' AIR SPACE VAPOR BARRIER 015 BUILDING PAPER / , 5/8° Gl'P. BD. �,'0. 6 PIPE BOLLARD SHEET TITLE: 5 8 EXT. SHEATHING I AT GRID F I/2 . •: 8' MIN. 20 GA. STEEL STUD AT : i 16° OG_ WITH 8° BAtr MSUL. R=25 , 11 SILL DETAIL VAPOR BARRIER -I ,�-�el� 10 DTAI�. 14O�T � W �� � . 5/8' GYP. BD_ . . . ,4't2 DETAILS . SCALE: 1-V2'=1'-O' SCALE: 1-1/2'=1'-®' ,A72 . A'12 �12 SCALE: 1-1/2'=1'-0' SCALE: 1-1/2'=1'-0' RI t BR(GK NEE 1 -8 VE R - ; AIR SPACE ,: , . . REVISIONS. , "15 BUILDING PAPER _ .- , - 5/8' EXT. SHEATHING , ', 8' MIN. 20 GA. STEEL STUD AT 1, 8 16' OC. WITH 8' BATT (NSUL. R=25 N0: DATE: BY: ' � VAPOR BARRIER _• , • ' . 5/8 GYP. BD. HEAD JOINT WEEPS AT 24' O.G., DASHED d MORTAR BARRIER TYPICAL a • ALL CAVITIES , TH W FAHI . RU ALL L S NG LAP 4 BENEATH _. ... d ,` BUILDING PA tY GAVITI a PER PALL ES .,. , . ; STEEL COLUMN . . SE S CT. �. 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I,I,�-�i'-,�.I1. �,,'.1 II I:',- ._.I�I,I�I,_.,:.:A��'.:AI,II I I� �.�I...*1I'I..,I 1.1� ".1I I I­1_-I�-;.�..I_ 'I'I.-..I II �,,I'I 1I 1- 1 I.,....I1 , '.;,.. M .1;,�1.I:,I:I I1.� ',1­.;I,.�.,,_�I. -�I1,,I.II��.�­ 'I-,. �_1�,I.,1�.�'�I-1I�,I'I�I__,1IwI1I-_I.�II1" -"1_�_.�� -. - ... ,;-,'___��a:­.,I..1`��.I�I�,..II,��.II 1� '_"I. 1:�_�­..,'_:I,_ II- ,I 11:�'_�, II .,I�1 1L�.�'1,�:-,,I.I11­,�� II,,,_�:1�I'�-,I1��­.1­_.1 II -: ���1�I ,:.,, M - . U ARCHITECTURE PLANN N : ! G . DESIGN •- O - . - . o 1 e RID B GMA P.A. • - . NORTH WESTERN BUILDING a s , . 219 ` N. 2ND ST. S. ,301 . � " MINNEAPOLIS ,MN 55401 g PHONE. 61-.2 :338 '6677 ' •- . • �• ... - 4' BRICK VENEER '1'=4' TO GRID E r N O FAX. _ _ 61 O .. .' -. . _ 338 ,2995 . • : GROUT FULL E--MAIL: info0cmarch`.com •` •.,P •• S ---- TUBE COLUMN, . CONTACT: CHR1S OLSON K ' .. . . SEE STRUCT. to n g - . . •. . 1101 :... pan o .:! ...•. • - - - t ;•_... :.- CONSULTANTS: : M M p0 ^ . .. . - ' • . T ...,I .•c_ . A . . , 4' SRf CK VENEER N In -, CIVIL ENGINEER . U AIR SPACE , ... c ' _ q Van Sickle,: Allen & ,Associates . " N E r u *15 BUIL ING A 2955 Xenium a 'North" Ste t r, V. AIR SPACE D P PER Plymouth, `MN 55441--2621 W I-• 0 .- 5/8' EXT. SHEATHING Y. ozQ . _�.:,...-:,' .: ...:._.:_.: .:.... . ... .-. (612); 577 9124 on_ N . . " ' 5/8' EXT. SHEATHING ° •. . ...•• p 8' 2m E STUD AT Anthony Pini . , - GA STE L - PLOTTING 6'-1' TO GRID B e0 I IV OTC. WITH 8' BAT INSUL. R■25 _ �, STRUCTURAL ENGINEER '. GUIDE STAGGER STUDS AS REC.2UIRED. r 8 STEEL STUD WITH Van Sickle, Allen & Associates , S' BATT INSUL. R=25 - t 1'-0' 2'-8' ETAL SIDING 2955 Xenium Lane ;'North; Ste ' VAPOR BARRIER FADES OF STUDS :' .' ''a _.....' .. . .. v ._.:•.. . .. ..�.. ........ = = U _ 5/8' GYP 13D Plymouth, MN 55441 •-2626 3/4 PURRING -------- • ' 5/8' GYP. BD: (612 577-9130 =15 BUILDING PAPER ,. ., . . . -5/8' EXT. SHEATHING •` 0 O ' TUBE COLUMN, Reg Silvertho. STEEL COLUMN, . 'SEE-STRUCT. in I SEE STRUGT. MECHANICAL ENGINEE BRICK VENEER Wentz Associates _.... .. .. ........:._.. _ .. . L E :... . I . . .,.. .; . .,.. _ 00 Fr , LOOSE 1=1LL INSU _ 73 ace Ave. S ST > . AIR SPACE Edina, MN 55435 . (612) 831-1180 0 I BACKER ROD 4 SEALANT -- 5/8' EXT. SHEATHING _=----8' 20 Gr4. STEEL STUD AT Dan Sieben IV O.C. WITH 8' BATT INSUL. R=25 , 015 BUILDING PAPER METAL SIDING 5/8' 20 ELECTRICAL ENGINEER 3- CsA STEEL STUDS Kaeding and Associates _ 3/4' PURR 8' OC. CATION 7300 Fran e TE WITH INSu ce Av S. S --------------- F --- - ING PO Edina, 4 VA R BARRIER MN 55 35 -5/8' GYP. BD. --1--- -- (612) 831-0317 ------------- / /8' G FORMED END PIECE 5 8 EXT SHEATHING 5 YP BD BACKER ROD t SEALANT VAPOR BARRIER -- • 8` 2ID GA. STEEL STUD AT Scott Hutchins I 16':o.C.'WITH 8' BAT INSUL. R=25 IMPACT DOOR TUBE FRAME LANDSCAPE ARCHITECT . . DASHED LINE INDICATES I,1- BACKER ROD AND SEALANT ' .• Sanders Wacker Bergley, inc. SOFFIT ABOVE 5/8' GYP. BD. I 8 20 GA. STEEL STUD AT s e 365 Ea t K Ilogg Blvd I `'. IV CMU. 16' O.0 WIT 8' BATT INSULATION H St P ul N.M.FRAME . . ' ,. VAPOR BARRIER • (651) 221-040 T . 5/8' GYP. BD. • Larry Wacker . . t hT,411_.. �4'13 ' SCALE: 1-1/2'=1'-@' A'T3 SG,4L : 1-1/Z'=1'-td' �4'i3 SC, LI t-1/2°=t'-0' . I HEREBY CERTIFY THAT.THE PORTIONS u OF THIS TECHNICAL SUBMISSION! . 1 BEARING MY' SEAL AND SIGNATURE • . WERE PREPARED BY ME OR UNDER ' MY SUPERVISION AND. RESPONSIBLE . CHARGE. I AM A DULY- REGISTERED CAP FLASHING CMTLJ _ . I° . ' ARCHITECT UNDER THE LAWS OF - I THE STATE OF MINNESOTA. E . ., • 1,2' CDX PLYWOOD LEES BACKER R DAD. PATRICK G. , , • ao . . BASE FLASHING "__ , _� BRICK VENEER SIGNATURE - TOTALLY ADHERED 1. t9 015 BUILDING PAPER -- EPDM MEMBRANE T.O. BRG. 11/29/00 . 1/2' CDX PLYWOOD -- I .p' 112'-8 1/Z` DATE ISSUED . y ' AIR SPACE . � a: 18079 : - METAL DECK •, , 5/8' EXT. SHEATHING RED. NO 12' CMU. O.W. JOIST SEE STRUCT. P ' . . . i . G C ;' GROUT PILL 2-1/2' STEEL STUD ° • ,. a •Q - .. 8' 20 GA. STEEL STUD AT _ . _.: ..:. , VAPOR BARRIER BRICK VENEER 16 O.G. WITH 8 BATT INSUL. R=25 . 5/8' GYP. BD. _._., :... METAL SIDING a • a '' UNITED STATES .I POSTAL SER1/ICF . I: . 2 DETA I Ia o PRIOR LAKE. . . �4'13 SCALE: I-In'=I'-01 - ' MAC N POST OFFICE 5 DTI . . 16887 DULUTH AVE.SE .413 SG,�LE: 1'-1/2'=1'-m' - PRIOR LAKE, MINNESOTAI* . . t , . . . - .. 5 USPS PROTECT NO.Y86856 . . - SHEET TITLE: . ': 5/8' GYP_ BD. ., ,• • .. - - . - 1 p e VAPOR BARRIER DETAILS • d~i < ... . - 8' 20 GA. STEEL STUD AT - _ U I&' O.G. WITH '8' BATT INSUL. R-25 Q 'ri u 5/8' EXT. SHEATHING REVISIONS: , O f- - • • I a . . ... . . •. ... •, ..,...•. -. .. t NO: DATE: BY: .. • AIR SPACE . , .a.. - - . . , - .a... . ._ _. ---- d• BRICK VENEER . : .. - . . . . .. . . , AG A 6 LAN.... _ -__B KER ROD ND EA T - - . .. - _ • •... , - - .. - - - .. „ - : - .. r:I G UT FU . RO LL . . > , . , . - J T'PRO EC NO. 98 `1 t1--15 ,:: . -. 1 . 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I FAX: 612 - o 3.38 . 2995 III I y E MAIL. 1nfo0cmarcH.com -� /JJ I �, / A, CONTACT: CHRJS OLSON K \ /' % ' • b / I ii / - . M M C �/ I , • \0 1 a 3 -0 1 -2 1/2 CONSULTANTS: O ., - .. , _ Z CIVIL ENGINEER , N o \ ® � / j Van Sickle, Allen & Associates / \O 2955 Xenium Lane 'North, Ste 1 ' o z o ---- % / : --- \ Plymouth, MIN 55441-2628 o a M - - - - - - - - - 5E 4/41.3 (612) 577-9124 / \ I FOR NOTES / Anthony Pini PLorrlNc STRUCTURAL ENGINEER GUIDE / • . / VE J T \ (X Van .Sickle, Allen & Associates ,�b y 2955 enium Lane North, Ste 1 C X / ,� \ \ I / �O Plymouth, MN •55441 -2628 - \ n ( / (612) 577-9.130 - - - \ - \ Reg Silverthorne \ \ - • \ \ MECHANICAL EN // o� p \ Wentz Associates V I \ I 7300 France. Ave. S. STE 330 . '� \ \\ B ( Edina,- MN 55435 . \ \ in (612) 831-1180 \ \ \ C . . .. .•_: < \ + \ , Dan Sieben \ � \ / 2.�J' - - - - . - - - - - �'.�� ELECTRICAL ENGINEER \ \ I �. Kaeding and Associates \ \ \ \ R ti 7300 France Ave. S. STE 33 i. \ \ \\ Q \ / Edina, MN 55435 /\\ \\ \ \ i \ (612) 831 -70317 \ \//\ / 0 Scott Hutchins • LANDSCAPE ARCHITECT \ \ p %r, \v/ *\ \\ 1 ,- \ Ie. b / DA514 LINE INDICATE Sanders Wacker Bergley, inc. /� \\ 365 East Kellogg Blvd. \ FACE OF LOWER • St. Paul, MN 551Q1 in �• S, / \ CANOP**' ABOVE (651) 221 -0401 T H ,''• FACES OF C:AAN / \ / 1'' / Larry Wacker RAS / METAL PANED . RECEPTACLE - \`� - , I / - - / - SHEET A�S \ - 8� / \ / \ / \ �• / r :, . �Q \\ // 6's. ? \ // \ / e SEALANT W/ 5ACKER . ' \ I • / ,C / ROD • \ / �// I . . ry / \ . \ / / 5/S" CAP. BD. `V I '%, REVEAL OF 5RICK IN ' ,...,....I-...-I-..1 I I_.L--.�.-,I_.\.��-.II I_..QIII I N�I"_��Q.I�._..I I.._I I._._I.I.._�/.I I.I.I.�..?�II II..I I I HEREBY CERTIlY THAT THE PORTIONS OF THIS TECHNICAL SUBMISSION • /\ CHECKBOARD PATTERN STUD W/ INSUL. BEARING MY :SEAL AND SIGNATURE / �'� WERE PREPARED BY ME OR; UNDER U / I I /� / . \ -'' MY SUPERVISION AND RESPONSIBLE CHARGE. I AMA DULY REGISTERED {� I �, / I ARCHITECT UNDER THE LAWS OF . / • \ / _ Gam', ' : THE STATE OF MINNESQTA. . / (J S� \ / / \ >. j , i% PATRICK G. LEES ' ' 1. IL�.I..I-/III\II,.I..I".I�..I. .�I\I-.I.I�-L 1...,,I/L.I 4 II'1I�-.�.�I.I�I...I 1I I I./I�-I.�.:�'."-. -..I1., 1. L��* r1I 1­..��:\.I�-,�.I.$I.L�I.I..Y.I III�I.II\"(11I..��.:I I�I IL�L:II......'\/I�L./I I,I.-1.\1 I�I.0.I#.I 1-1 LII II L I1r,1I�.L. G \,m S. \ / \ ti I SIGNATURE / / t / 11/29/00 TS COLUMN .I�II_�.I I.I/I.I I I.I I.I�I.I I�I I.\I..,I..I./I&..6.I\I L I..1L.1II1\.��I.11 IIII/.�..I.L.I L�I I\�..\.I.�1I L1 I\..I�.�-.I///////////4/\/-K/�.I�.:.1.1...1.I...I..\�LII I-\\�.II I I..I....I II /.I I..9 I I I.I.�.I�I I I./L.-....I I...�.�..L...�.L I.��..\..I.�........�I..I.I I I,��II.1.I../I�I..1/I.....I..I..I.Y..�L��I.1-I�-r�7.r�I L*I 7I..AI.�..��LI I.L.I .,.I.L I.I.II..-II..I LI I.I .I..II.\,�.I.\II...I*..I.I...II.I..I.-..�.I....I..�I(I I..'�-.....-.�.-,I.-I_�I I.I-.�.\�I�.%I I�I I 4I��.L.I../\I)I .�I..�I I I I. 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N0. // `. / \ \ \ / IJ 0/ I�PF'ER CANOE='''' LOCATION 3 DE�'AI�. -/L.1,..i.I.<�*/../L,I/.\I..I./�..II III<�./\I..I.-.�\..\\�../�I�I.�--I I/I-I.I...�I.I.II...�I I.�.I/I.L./I�.I�I 1 I II...I.I.i I IA/.I�.II I I.I I�/I..II�IIII II..-I...II1-.I III\1-I..I I\.I I.I.III�III..III I1L..-1...\I1-I�-�-.I I\-­�II....,L\I I\I.I../\....I\I I I\I/I�I.\....I I...I I..I II I.I I/..I/,I.�I.I\I\I�1 1\<.I.\...I/-.l�.e.I.I IIL.\.L..�II..I 1....1I.1 I,I\L..II..�.I�I I\.I.1 I,�II,�\I./I���II.I/I...��-.�..I . , A-1.4 A­ .4 \\ ems. ,, \ �/ \ SCALE: 1/4 =1 -® SCALE: 1-1/2 =1 -® \ \ . 3 5/8" STUD W/ INSUL. • . FACE OF UPPER ::= \ �. / • ' / • CANOPY r460VE _ a, / '� GLASS ualrE'®sre�'ES , 3%, X oo �/, / I \ POSTAL SERVICE. ' \ \ ti� , SEALANT W1 BACKER . �;�. / ROD \ \ . \ / / -'�' 1>' ,,, . ,m FILL FU W/ INSU •. PRIOR LAKE . . U \ / MAIN POST OFFICE . \. • \ �f/ EXT. 51-IE,4TNINC \ ' .«_ c $• REVEAL 0 BRICK N \ „ . I ; GI-IECf�BOA1� �4�'T i I \ 5ll 20 6A. STEEL STUD 16887 DULUTH AVE.SE . AT 1�" O. . W/ S' INSUL. _. PRIOR LAKE, MINNESOTA - :. • •25 . 1$. - - - _ \ i \ TS. COLUMN // /^\ \\ S RUGT. // �A \\ \\ ,�, .. EE ST \ i i \ \ \ \ ��9. (/. / ,-,� VAPOR BARRIER // // \\ \\ \ la �0 �, I \ USPS PROJECT NO.Y86856 J :. IR �� �� `\ \\ \\\\ 3• \ 5P,4GE\ \ ////// \\ \\\ \\\\\ / • . \ x . . ` ` ` \ S" 20 CAA. STEEL STUD . . \ \ \ AT fro" O.C. W/ S" INSUL. ///// \\ 1" ELECTRICAL \\\\\ \ 3'�r SHEET TITLE: \ CONDUIT \ �� . \ \ \ �► �. R='25 . /, /i \ \ \\ \\ \\ 8. \ . s i' i' `� ` \\ \\ \\ FACE of METAL : , : -:..:. SEALANT W1,_BACKER ,' ,' \\ / \ `\ \ -DETAILS PANEL SIDES \ �\ \ \ ROD x .PIPE \ \ \ \ _ . t \ \\ `\ \� /� \ HANCsERS C4) \ \ \ \ \ \ `\ SEE STRUCT. ::.:, r... : . . ,... 1-1PL SURF STOOD // /' \` \\ ~ \\ PACE Oi= \ \> \> �� .� . �' \\ \\ STEEL ` �y� �' �4 s ( CLASS REVISIONS; . , . \\ \ `\ \\ `\ /� �y ' L I - N0: DATE: W. \ \ ` \ \ / `�� � a REVEAL OF BRICK IN I ALUM. 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N Il') ?� _._..II1'�I 11-�,--��I�I-..�1.:I, �II.,,i­ �-�-1I,I I.*.I. _1-1-,1­1 1-.I,II,_I 1 11 n pp ARCHITECTURE PLA 1 -- moo - - NNING DESIGN Ll , oq , < . ff CMA, P.A: NORTHWESTERN BUILDING- ►'� _ 0 , 219 N. 2I�ID ST. SUITE 30 1 g MI�NNEAPOLIS MN 55401 ,� PHONE. 612 338--6fi?7 r N p .1:�1.1�I�--1I ..11'I.1,�..I,--�....I-.,.-e�%a..11­I 1�..:-,.��I"_�,..' I�.��I1I­' FAX:. 61.2 338-y299:5 g E-MAIL; .Infocmarch 1 8 _ com ,n 0 1=AG1= ot= BRICK _ CONTACT. . CNR ', QLSON o . FACE OF FOUNDATION . . rh Ln bt . _.. I .:: o ^ CON:SULTAMTS. N N " - - " - ` x CIVIL ENGINEER . , r 1/2' CDX PLYWOOD Van .Sickle, AI{en & Associates N 0! " _ i x w Y 2955. Xenium , Lane North, :Ste' 1 =: o w a k.. } ___-- PI mouth, 'MN 55441 -2628 " .1 w ADHERED EPDM MEMBRANE Y . 0 °' c=n 1 ��,. (612) 577-9124 WOOD BLOCKING CENTER OF UPPER Anthony Pini PLOTTING CANOPY ,. BALLASTED EPDM MEMB1z4NGE STRUCTURAL ENGINEER GUIDE I Van Sickle, Allen & Associates . , o 0 0� ' o � o0 0 RIGID INSULATION 2955"`Xenium Lane North, Ste 1 Plymouth, MN 55441 --2628 I ______ RETURN METAL PANEL N BOARD 577-9150 AT END 1 a .; . .. p 1/2' PROTECTIO (612) SIDES BEYOND DASHED I I.-\.1.�-I_..I_-I_-._-.I.�.-.--.I..I*.I���.I.I'/. .....*.. _ : �' Reg Silverthorne 22 GA. G.I. F '�w xa ; 5t EL DECK METAL PANEL �� M EC I ------- 22 GA. G.I. LINER r �-------- --r-------- SEALANT � :� ,-,,� . � ��` .� ��z'� HANICAL ENGINEER ,,.. � �;� Wentz Associates .ix. �;. 7300 France Ave. S. STE 31 t i� I I :. JOIST BEARING 1/2 CDX PLYWOOD 1 1 SLOPE , - �- �., 53 Edina, MN 55435 rw , I 1 I SEALANT � .. I FUL Y ADHERED EPDM EL.=118'-0' (61 Z) 831-1 180„ �. 8 20 GA. STEEL STUD, I I I 1 ­�� I f1_1 TYP.' I I 1 1/2' DX PLYWOOD Dan Sieben . E . .`�s I I 1 ; STEEL STUD AND _.•.. Gr, RETURN 22 GA G.I. ON ' I TOP RUNNER � � I ELECTRICAL ENGINEER ;'rf FACE * _ F G 6X MODIFIED SEE Koeding and Associates "� STRUCTURAL ' STEEL DECK 7300 France Ave. S. . STE, `330 - WOOD BLOCKING 1 26 GA. G.I. MN 55435 WOOD BLOCKING , I Edina, FLASHING 612 831-0317.wag- � - I W 21X SEE STRUCTURAL C ) wj �k } � •, ;t META AN :.z - ..x rr L P EL ,_ �, ,�� � 3 5/8 20 GA. STEEL ,: I Scott Hutchins ,.�,, r- �.,;,,,_ ,f�;,-,-:"�, ,..,yam � _}r 5TU YP ` 3 5/8' 20 GA. STEEL a - x. *. D, T C . RETAINER ^r r ' 3X3X ANGLE, LANDSCAPE: ARCHITECT�v, STUD fir, BAR �� SEE STRUCTURAL Sanders Wacker Bergfey, .inc: BEAM, SEE STRUCT L 6X6X3/8 STRUCTURAL 365 East Kellogg Blvd. 22 GA.'KEEPER {. , l/8 - METAL PANEL EPDM MEMBRANE , St. Paul, MN 55101 = 651 221-0401. 1'-3' 1'-0' r G 4X ,SEE STRUCTURAL C ) 4 Lar Wacker •, 1/2' GDX PLYWOOD ,.. rY 9 STEEL STUDS � . .P r ;W 7 .I ' 1 . I . . r, . - , 1 UI - FER CANOFY SCUFFER LATERAL T UFFER CANOFY 5CUFFER 5ECTION CANO 1 A A T i I I I HEREBY CERTIFY THAT THE PORT OF THIS TECHNICAL. SUBMISSION ,41.>5 A7.5 °- A7.5 BEARING MY SEAL AND SIGNATURE ra'CALE: 1-1/2'=1'-�' SCALE: 1--1/2 -1 -� SCALE: ro'=I'-®': I WERE PREPARED BY ME OR UNDER - 5/8' EXT. SHEATHING MY SUPERVISION AND RESPONSIBLE .�..- . � .-.I.I.I�.I...�I��I II..I..-.1II.-.I m�I.��..r�..,..I".�.I. � .I�.I...�-,'*j-.I...F III..I��.I�_.�.I I...I..._..I_�..�_.. -.__-._-.. ARCHITECT UNDER THER LAWS O#=." 415 BUILDING PAPER LINE OF' SCUPPER BEYOND, THE STATE OF MINNESOTA. SEE 1/Al3 PATRIGI< G. ISLE 5 " ___.,__�_BRACING, SEE STRUCTURAL /� J r �j f/ '•''' PERPENDICULAR GRID l 11/2 _._ 8' 20 GA.'STEEL STUD AT SIGNATURE PLAN DIMENSION SEE SHEET A1.4 I •16' O.C. WITH INSUL. R=25 PLAN DIMENSION SEE SHEET A15 PLAN DIMENSION SEE SHEET A1.4 I 11/29/00 DATE ISSUED, AIR SPACE ` r'. _. 1'-0' 1'- 18079 ' - _ FULLY ADHERED EPDM \ METAL PANEL / -------- � F I / \ TOP OF PANEL / \\ I VAPOR BARRIER ' REG. N0. --- T 1/2 CDX PLYWOOD f0 �-:� 113' 2' __ €. 1 , 1 I y , __ 1 w REDS '.FULLY ADHE I 1 1 1/2 STEEL DECK I / EPDM, TYP. . "' l \ / l \ _ l \ ,4 . GER, SEE STRUCT. -\- � �,- 1/2' GDX PLYWOOD, TYP. I HAN • :.. � _ �a it SIMAREV I - TOG BACKER ROD AND TO .' SEALANT, TYP. ,{ 4 . f= �, _•.._. . " EL:-I12'-4' r 8' 8TEEL STUD DASHED EL.-112'-4' >. v k a -1 1/2 STEEL DECK, TYP. N :� ; I �tNITEDSTBT�S y W 14X ,SEE STRUCTURAL W 14X ,5EE STRUCTURAL W 14X ,SEE STRUCTURAL a .r -------------- t; z „ I -. POSTAL SERVICE- ` C 4X ,5EE STRUCTURAL ; W 10X ,SEE STRUCTURAL ,,;,_ • W 10X EE STRUCTURAL .. . S W 10X ,SEE STRUCTURAL w •I I _ r�. , ;x , _ r METAL PANEL , • �`� PLATE 3/8'x9xGONT. � - ,�;�: 2 METAL f'.4NEL,.TYP. } N M N �.� �'� ,, I T-: ___----L3x3x1/4x CONT. 3 5/8° 20 GA. STEEL �.. " L 3X3X3/8 ,SEE STRUCTURAL PRIOR 1-f�1K�, �,. 3 5/8 ?0 GA• STEEL STUD u STUD MAN_"POT OFFI-ICE .. _. _ . . '. x ° ::,I . 3 5/8 20 GA_ STEEL - ACT s .. . I . . STUD, 24' O Gy TYP. c, _ 3 5/S 20 GA STEEL / ,, STU 24' O C. T . D, YP W 4X _ _ . i ,SEE STRUCTURAL BACKER ROD AND .; • :• . , . _ . .,, SAATTI E L N P ,.,, „; .r ., :. v : ,. ELEV.-110 6 ti� ,. _ ELEV.=110 -6 _ _ v . 16887 DULUTH AVE.SE _ , r>,� MORT B R ----- BACKER ROD AND SEALANT PRIOR•LAKE,MINNESOTA I AR A RIER fi' BOTH SIDES ;D 20 GA. STEEL STUDS, = TNRU WALL FLASHING 24 O.G, TYP. �° - ',1 _ LAP 4' UNDER BUILDING PAPER 1 ,,_ . _ , . 11 IK - - , - 1/4' STEEL .PLATE ALUM. FRAMING ... ..' . . . . '-.-,` , �, . . USPS PROJECT NO.Y86656 ,2 l�� FER C:4NOFY REAR �UFFR CANOFY FRONT 8 t�fi FER CAI CFY EDGE 10 El�l�'RY 5ECTION SCALE. 1-1/2 -1 -0 SCALE: 1-1/2'=1'-0' A'1.5 SCALE: 1-112'=1'-0° ".-- SCALE: 1-1/2'=P-0' . CENTERLINE O SCUPPER 2,_8, BEYOND, SEE l/A1.5. . BACKER AND SEALANT SHEET TITLE: 1/2' COX PLYWOOD . . 3/4' X 3/4' HARD RIBBER , DETAILS iIiiIIiIii�IIi 1' TYP. RETURN METAL PANEL 2X4 WOOD BLOGiCING : AT END ,_ 3 5/8' 20 GA. STEEL , STUD INSULATION FI - - - �o LL _ ; 3 5/8 20 GA STEEL .. x " F ,,. , < ` ti - I I I I - 22 GA. G.I. L(HER 22 GA G.t.Sim STUD, FRAMING AS I I I 'S A1.5 V. ,L1,'i g BRAKE METAL MATCH x I I I SEALANT - CANOPY, I L 5X3 SEE STRUCTURAL 3 5/8' 20 GA. STEEL STUD REVISIONS: . ems, REC�UIRED. I I. ,--• ; BACKER ROD AND I I . \..r\oI.%�.e..A,,I�,.-I�.-...3..-.".......-.�I-,-.�B.. '.-I1*.*.-'_,,_,..I I)..I�/I..�I-._11.IN.�I�.-N r. METAL PANEL BEYOND FULLY ADHERED EPDM 8° 20 GA_ STEEL STUDS, 16 1 I - _ SEALANT, TYP. _ I I I 1 ------ 1/2' CDX PLYWOOD O.0, TYP. r,al, 9 _-- FULLY ADHERED EPDM 0: �r -------- ---- - -- LUMENAIRE SEE ELEC. N DATE. BY:4' 1 1 I - --- I 1/2 COX PLYWOOD, TYP. . ro 20 GA. STEEL STUD, I SLOPE 1/2' CDX PLYWOOD °.; s W 14X ,SEE STRUCTURAL ' ..---- : ,, . xx, a'. ,; _. 1.�I...�EI11 11-,.-_N-_--.R.�-11_I0I,_I..-I.-._T-.�.II.I.-I1 - M µ , r-- - I M - :{fit., .. _ ... �''`•�'*n ' :. I - - b ub - - - .._, ,. , .� ....>;: � .; - - - yr. � . ` , ww s, 1 1 r cv ., t METAL PANEL _ 3 5/8 20 CsA. 8?EEL 1 n_r PLATE 3/8 x9 I I -W 10 ABOvE 1 Y. 1 ;. _ . - L3x3xv4 ABOVE I I s uD, P. , 3 5/8 20:GA. STEEL : _ _ . . �: . METAL Y . E PANEL �: , . x _ STU _ 'r _ _ C8X EE STRUCTURAL , M. .. _ � , _, ,, ... >~_ . - f I ---------- ---------- -- _ : ., YA. .s. ,. BACKER ROD AND -- - - : .SEALANT TY . P . . M - : , . . . RE OVE METAL PANEL . i MC 8X AT HANGERS SEE C BX TYP SE . , . . , , 3 5/8 2 A _ LINING 1 OUTSIDE FIXTURE_ ,� 0 G . STEEL 1 6 1 -0 8 - FACE OF STEEL STRUCTURAL STRIIGTURAL FAG 6 T STUD, TYP. PERIMETER E C� TEEL .* EL.-101 -2 METAL PANEL PROJECT NO: 9 1' 5 ._ A T- SHIM B CKER ROD AND SEALANT :,; . . DRAWING DATE: 11 :29 .0© ; ., OTH I DOOR HEAD / - :: . B S DES - - . . DRAWN .BY: ,_ HL JAT_ 5 5/8_ 42 3I8 3 4 3/8 5 5/8 / . _ . • , 8 -6 . . 4 .,,. - . . , * � . �I V }-' f �C ! O L CANO �' 1 fi 1 � U �Ol� G,�1�E0 SGI� ' =' ' C�'f OIL! 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KEEPER STRIP - (2) S CONT. I E MAIL Info@cmarch.com - m a o METAL CAP FLASHING CONTACT: _ CHRIS. OLSON o - � WOOD BLOCKING T.O. CMU = 1/2 CDX PLYWOOD AND CONT. KEEPERS STRIP .:...:,......,..,: : �, o AS REG�UIRED 119 -10 ..,• ..; MEMBRANE BASE FLASHING• 10 M o FULLY ADHERED EDP o MEMBRANE BASE FLASHING , : u, ae _"`__ METAL CAP FLASHING ROOFING MEMBRANE . ....- .:.. . �' M o RO ING MEMBRAN . �='�` CONSULTANTS: . o ,;:Q:, ,. Ct;�.: - BALLASTED EPDM �e OF E , N N 9 CDX. PLYWOOD CIVIL ENGINEER o WOOD BLOCKING Van Sickle,. Allen & Associates N o WOOD BLOCKING . Q o °. . AS REQUIRED 2955 Xenium Lane North, 'Ste 1 LL 1,.r I I..1.I.I w W MATCH HGT. AS REQUIRED cp6) Plymouth, MN 55,441 -2628 ."1�I -11 O z o AT BRICK M ATGBRICK °O�o o� Q _ (612) 577.-9124 oa_ N • 6' POLY. INSUL. Anthony Piro . PLOTTING STRUCTURAL ENGINEER 1-1/2' METAL DECK I-1/2 METAL DECK 6' POLY. INSULATION GUIDE . Van Sickle, Allen & Associates • METAL SIDING 2955 Xenium Lane North; Ste 10 3/4' FURRING METAL ROOF FRAMING T.O. BRCS. = Plymouth, MN 55441 -2628 015 BUILDING PAPER 118'-0' (612) 577-.9130 . DE horne 5/8' EXT. SHEATHING Reg Silvert 8' MIN 2'0 GA. STEEL STUD AT. - METAL GK IV OC. WITH 8' BATT INSUL. R-25 MECHANICAL ENGINEER T.O. BRG. = k T�O. BR3. = O.111. JOIST, SEE STRUGT. 11�' 6-1/2' `� 11't' 6-1/2' Y I Wentz Associates . 7300 France Ave. S. STE . METAL SIDING . 12' CMU. . Edina, MN 55435 - _ . . • _ 3/4' FURRING AN43LE SUPPORT, . (612) 831 11. Dan Sieben . "15 BUILDING PAPER SEE STRUGT. STEEL BEAM, SEE STRUGT. . . .ELECTRICAL ENGINEER -A WS' EXT. SHEATHING ' 8' MIN. 20 GA, STEEL STUD AT Kceding and Associates I6' OC. WITH 8' BATT INSUL: R-25 2-I/2' STEEL STUD 7300 France Ave. S. STE 330 . VAPOR BARRIER Edina, MN 55435 5/8' GYP, BD. (612) 831-0317 - - 5/9, GYP. BD. Scott Hutchins _ - LANDSCAPE ARCHITECT Sanders Wacker Bergley, inc. , . 365 East Kellogg Blvd. . St. Paul, M-N 55101 (651) 221-0401 . 1 DETAI)_ - 2 SCt�i�i E DETAIL 3 CET AIL- harry Wacker . . . ,4'i.�6 SCALE: I-1/2'=1'-O•' �4'i.ro SCALE: 1-1/2'=1'-01 A, 1f SCALE: 1-1/2'=1'-®' ALTERNATE FOR 6 •CS - 'I - STRANDS OF . BARBED WIRE . . R► , . 3 LINES BARBED WI: C SISTINCx ORTIONS ti 1 8 OF 2 STRANDS 12 GA BL. TWISTED I HEREBY CERTIFY THAT THE P 1'-8' WIRE EACH WITH t4 GA. 4 POINT BARBS OF. THIS TECHNICAL SUBMISSION . METAL SIDING SPACED H ITH BEARING MY SEAL AND SIGNATURE."'I I I • 3/4' FURRING METAL SIDING WERE PREPARED' BY ME' OR UNDER 3/4' FURRING FENCE POST OVER F • R SEE MY SUPERVISION AND RESPONSIBLE 015 BUILDING PAPER CHARGE. I AM A DULY REGISTERED •15 BUILDING PAPER 12/A1.1 OR BARBED x CAP 5/8' EXT. SHEATHING ARCHITECT UNDER.THE LAWS OF 8' MIN_ 20 GA. STEEL STUD AT 5/8' EXT. SHEATHING HOOTER AT WEST "t AND THE STATE OF MINNESOTA. 16' OG. WITH 8' BATT INSUL. R=25 8' 20 GA STEEL STUD AT RETURN OF WALL ; . I6' OC WITH81BA TT INSUL. R=25 PATRICK G. BLEES 2' WIDE l' PLYWOOD FURRING 16' G EI- EET G ! "� ' . STRIPS 2�t O.C. (ROOM 114 ONLY) _ A GAL 5TE AP /_, ,,, s VAPOR BARRIER r , CONT. MITRE/SOLDER IOiNT ; ,{ , ;/ �,_ . 5/e' GYP. BD_ I I 3'x3' STEEL ANGLE SIGNATURE WOOD BLOCKING .' SIDING BASE PIECE, TYP. I I 3/4 .`d C8 STEEL CHANNEL 1 1/29/00 8' MIN 20 GA. STEEL STUD AT THRU WALL FLASHING LAP I 1 "� DATE ISSUED 16' OG. WITH 8' BATT INSUL. `' 4' BENEATH BLG. PAPER I I µ 1/2' EXP. BOLT ' t t CANTILEVER GATE 1807"9 . _:: 3/4' FURRING AT V-S' O.C. TYP. I -- r FENCE POST AND FABRIC REG. NO. 4' VINYL BASE I Ig FILL SOLID kP- ice' -3 1 , ,. Y'�'m'' ,� x 4 /2' EXP. JOINT I I --- SOLDIER COURSE t , T.O. FLR SLAB T D. FLR SLAB AFF.= I ( I EL. 100'-O' II a . 101'-2' EL. 100 -0 CONC. SLAB BRICK VENEER �, F . II . 1 METAL SIDING AS SOFFfT II d I a SEE STRUGT. W 4. a ' a . )�. 3 1/aY' a SIDING BOTTOM CLOSURE PIECE i 11 % ill .♦ RE INF. SEE 6/S3 . 2' POLYSTYRENE INSULATION . � 5 • a. a a LONG. FOUNDATION, UNITED STATES a SEE sTRucT. POSTAL S►ERVIC1E _ . 1 . STANDARD HIGHWAY GUARDRAIL • a a , DETAIL 6 _r'I 'A1. SIDING W LL ASE DETAIL. �DETAIL . I - - N a a. I'-O'�TREATED WOOD POST SECTION, Alb 3C,4LE: 1-1/2'=1'-®' ,4�b SCr4LE: 1-1/2'=1`-0` ,47b SCALE: 1-1/2'=1'-fd' PRIOR LAKE 2 0 O.G. BOLT TO FOUNDATION WALL MAIN POST' OFFICE . -2. ACT C�t�AiRD RAIL DETAIL. . ACT = Alk _ . EL. 110'-6' SE SCALE: 1-1/2 =1 O II I 1..1II 16887 DULUTH AVE. /'7 \ PRIOR LAKE, MIIyNESOTA - • ( : 1 I Ja-AI It OR . 1'-8' .. SECURITY WALL, TYR 11° t1, . / \ , . . BRICK VENEER I I I .. I USPS PROJECT 1\IO,Y MORTAR BARRIER BRICK VENEER 2x WOOD BLOGCING AIR SPACE HEAD JOINT WEEPS MOTAR BARRIER I I I HOLD CEILING OPENING HEAD JOINT WEEPS AIR SPACE ACT = 015 BUILDING PAPER . AT 24' O.G. AT 24 O.G. •15 BUILDING PAPER09'-p° Be TO MM. COORDINATE W/ . 5/8 EXT. SHEATHING . . 8' 20 GA. STEEL STUD AT 5/8' EXT. SHEATHING I I RIFY O L OR M OVERHEAD . 8' 20 GA. STEEL STUD AT G I ING DO FR . 16' O.G. WITH 8' BATT fNSUL. R=25 : 16' O.C. WITH 8'.BATT INSUL. R=25 I I EERY CE RE __ : - I VAPOR BARRIER . 26 GA. G.I. CAP 1 � 26 GA> G.I. CAP _ VAPOR BARRIER I • I . . SHEET TITLE: . FLASHING Z q. ; . 5/8 GYP_ $D_ FLASHING Z _ 5/6' GYP. BD. -I- -1 DOOR TRACK EPDM GAP FLASHING/ F_ - THRU WALL SLASHING LAP I TOE SEALANT - 1/2, CDX PLYWOOD OVERHEAD COILING DOOR THRU WALL FLASHING -" 1/2' GDX PLYWOOD u 4' UNDER BUILDING PAPER LAP 41 UNDER BUILDING PAPER/ I , WITH WEEPS AT 24' O.G. I LOBBY�TD EL.=113'-2' AFF. OVER GAP FLASHING WITH WEEPS I I I AILS I DET . EDPM BASE FLASHING +:r 4 GMU. EDPM BASE FLASHING AT 24 .O.C. - . Z =. - STEEL SUPPORT ANGLE, FASCIA, KEEPER-MATCH E --TOTALLY ADHERED SEE STRICT. TOTALLY ADHERED • EPDM MEMBRANE EPDM MEMBRANE - ACCESS TO MAN A . _ � PANEL U L MATERIAL/COLOR SIDING Z9 T.O. BRCS. _ y. JOIST BRCs = ,{s OVERRIDE PULL CHAIN 1/2' COX PLYWOOD ` 112'-8 1/2' 1/2' GDX PLYWOOD 112'-8 1/2' MOUNT ON ADJACENT WALL - STEEL ANGLE, SEE STRUCT. ) OUT OF THE VIEW OF REVISIONS: __ ( �, . CUSTOMERS . -}- EPDM SHEET LINE CONT. METAL DECK I STEEL BEAM. SEE STRICT. METAL DECK : STEEL BEAM, SEE STRUGT. 11 SUS I I ��I L - NO: . DATE: , BY: . 26 GA. G.I. LINER _ _ Alb , , - O.W. JOIST O.W. JOIST SCALE: 1-) e=� _� . . . 3/4 CDX PLYWOOD SEE STRUC:T. . . SEE STRUCT. . SLOP BOTTOM 1/8'/FT. . . T.O. JOIST BRCS _ ACCESS PANEL TO MANUAL . 111 9 AFF. OVERRIDE PULL CHAIN. . . .STEEL ANGLE MOUNT ON ADJACENT WALL. • 3/4 FU ING-•-------' A TITION Tl' PER PLAN. . . METAL SIDING RR P R PE C3x4.1 AS REQUIRED. 41.GMU. OUT OF THE VIEW OF CUSTOMERS S O F O _ - ANCHOR TUBE END T L OR :. TS 4 x4 SEE STRUCT. G5x6.'t I METAL SIDING BELOW LI III .11 II Lr I. L. • TS 3x3x1/8 ;; . ,.,,1­ TUBE COLUMN, , L 2x3x1/8 METAL SIDINCz . 'SEE STFWCT. ® p OVERHEAD COILING DOOR TRACK 26 GA. G.I. ROOF EDGE LOWER - TRACK ENDPLATE TRIM (EXPOSED MILL FACES) METAL EDGE AND CAULK TYP'. EL. = 110'-6' AFF. - '. . 1 2, 2 I/2'_GUIDE DEPTH, VERIFY . GYP. BD. METAL EDGE AT BOTH SIDES. . PROJECT NO: 98110-15 C N . 1 BRI K VE EER G_ . BEYOND - - .:.._ ROLLING . . DRAWING DATE: . 11/29/00 3/4' GDX PLYWOOD GRILLED OR. 'DRAWN BY. _ HL LLCM.$: C•�J1?ER C'CCURS . ` Y AT NO H CANOPY O. RT . . >� �� -JA1"I COI I3 �4 f L R 1�10 �' �",4I p �'A I L lm UE �. s CA i� �OC-�� U� � 9 � �J6 A1.� �.� - � _ e . SC . 1 1 1 0. _ _ _ - , ALE SC,4 . 1 t/2 1 - � - SCA . 1 trt 1 m LE - Sc . 1 1/2 1 ® LE • ALE j - , W NO a _ SHEET OF . x z ;, s _ a , .. r r'a A x - � ,c�" z 'D k.s ..-1- } .8 i f5 1 i'�. Fl E.a L t ► ua 9 : "-,L -- f ... � c e i .. S' 5 , t a .x a . � .$ s €r ,. - t3. } *. ! 3. z .. - t 3 I°.7 t . .... r •s... 1,. - r. ,u r ,. `K . t 5 ._ 15 6.D G , { v t rc 810 A7 W 1 .. rc .. "r:.. a .k'.� s ..Q -. r .. 'T 4 { .. ..S,. ,. , _i '^t }+ � .tea. G: SPS 981 10-15 �U I. -. 'P.A. 2000 COPYRIGHT CMA ,- . - _ - �_ _, _ _ -. in o . N 9! 00 o : . 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MINNEAPOLIS, MN 5.5401 i� b 1 li 1/8 (HIDDEN) °° . 8 PHONE: 612 33 IO � � 8 667? FAX:` 612 338--2 .95 U, � p p p 9 N p0 - - 15 ` - � - E-MAIL: info0crnarch:Co o 4-f 15 - \ \ \ m s - � CONTACT: . CNR1S OLSON ^. $ EXCESS TO BE 11 39 ,\ p p p \ . 2 . in M TRIMMED TO 10 CUSTO`i FIT 39 SHIM BEHIND AGER . 0 41 "39 AS REQUI i ­ . A'f.l 44 45 p p p p p p CONSULTANTS: "' "' g 15 4"I �. 11 (HIDDEN) N N 15 RICE IT SIDE K 40 lO 15 p p p II / / / CIVIL ENGINEER �' a f DEFT SIDE __ , _ / / / Van Sickle, Allen & Associates _ - 2055 Xenium•'Lane North, Ste 10 I6 / / / Plymouth, MN 55441 -2628 40 o w a 5 1' p � - p (612) 577-9124. a 3 (' BOTH 4O - Anthony Pini • PLOTTING IDES GUIDE 16 41 Vans SCkIe,RAI enE&A,ssoEiates i 3/8°. . . 11 DRILL ADDITIONAL. FRONT ELEVATION REAR ELEVATION 2955 Xenium Lane. North-, Ste 1 C POLES AS RQ'D r p TT �T Plymouth, MN 55441 -2628 STEP I: FIELD CUT RIGHT AND LEFT SIDE TRIM '95 LEAVINCs EXCESS ON TOP AS SHOWN (TYPICAL BOTH SIDES). AND FASTEN 4 PARI�EL LQ E1ti ELE V ATIOlV S (612) 577-9130 STEP 2: BEFORE FINAL ASSEMBLY OF RACK COVER+�11,1T WILL BE USED AS A TOOL TO LOCATE RACKS i10.RACK COVERT TO BE IN HORIZONTAL Re Silverthorne POSITION HELD ON THE EXISTNG STUDS OF RACK MO.RACKS h0 WILL, THEN BE LOCATED 23-1/8° CL TO CL,s EQUAL SPACES USING HOLES A7.7 �� g . N RACK COVER ht AS SHOWN BY DIMS MARKED +.TRIM STRIPS 016 4 M1 CAN BE USED TO LOCATE FRONT OF RACKS. SCALF 1/2 =1 -� MECHANICAL ENGINEER T 3: STARTING ON RIGHT HAND SIDE,TEMPORARILY INSTALL SIDE TRIM 15,USING (2)FLAT HEAD SCREWS •41,PLACE RACK*10 AGAINST SIDE 16 Wentz Associates . TRIM M5,MARK MOUNTING HOLES,REMOVE RACK,DRILL HOLES AND TEMPORARILY INSTALL RACK M0 USING LAG SCREWS 044,AND FLAT WASHERS 045 Went France Ave. S. STE 330 STEP 4: USING RACK COVER Ml AS A SPACING TOOL TO POSITION nAR OF REMAINING RACKS,MARK HOLES, DRILL,AND : - NOBS: Edina, MN 55435 INSTALL USING (4)LAG SCREWS #44,AND FLAT WASHERS045 •1. WALL MATERIALS MAY VARY IN ACCORDANCE WITH DESIGNER 4 LOCAL. . (612) , 831-1 180 STEP 5: INSTALL SPACERS 040,AND INSTALL RIGHT HAND LOWER'TRIM Oil FITTING FLUSH AGAINST SIDE TRIM 015. BUILDING CODES Dan Sieben STEP 6: INSTALL LEFT SIDE TRIM15 AGAINST LEFT MOST RACK MO.SHIM-UP SPACER 59 AS REQUIRED. STEP 9: REMOVE STARTING AND FINAL RACK 10,REMOVE SIDE TRIM(BOTH SIDES)15.CUT OFF EXCESS FROM 2. THE CONTRACTOR SHALL FURNISH 3 INSTALL I=ARCEL LOCKERS 4 TRIM. • STEP 1: INSTALL LEFT LOWER TRIM M6 FOR A FLUSH FIT SIDE TRIM AS MARKED BY SCRIBE LINE. 3. PARCEL LOCKERS SHALL BE 51-01(NO1I HIGH, SO .THE vERtICAL ROUGH ELECTRICAL ENGINEER STEP 8: INSTALL RH.UPPER TRIM 019,SHIM AS REQUIRED FOR A TIGHT FIT AGAINST TOP OF RACKS STEP 10: REPLACE AND PERMANENTLY SECURE SIDE TRIM +15(60TH SIDES)STARTING AND FINAL RACKS M0,AND OPENM IS THE SAME AS FOR P.O. BOXES. Kaeding. and Associates 410. INSTALL LH.UPPER TRIM °I8 USING SAME PROCEDURE.SCRIBE LINE FOR GUTTING EXCESS SECURE ALL TEMPORARY NSTALLATIONS. ' 7300 France Ave. S. STE 330 FROM RIGHT AND LEFT SIDE TRIM 95. . . Edina, MN 55435 (612) 831-0317 . I Scott Hutchins . LANDSCAPE ARCHITECT � P.O. �30X �4S5E1'�E31�Y ISOI"«�'RIC VIEW ' Sanders Wacker Bergley, 365. East Kellogg Blvd. ,A-I - St. Paul, MN 55101 SCALE: 1-1/2'=1'-0° (651) 221-0401 Larry Wacker . P LIST - PANEL OPENIN . NOTES: . - 1'-11 '(/ ' TRIM UPPER -----,_ .,--- RACK 1809 - TYPIC 18125 ITEM NOMENCLATURE IDENN.NO. D OF t°ANEL OPENING I. 'ASSEMBLE AND INSTALL ALL LISPS PROVIDED PA.BOX MODULES,RACK ASSEMBLIES • 9 AND TRIM ANGLES. . SPACER SIDE TRIM, 5 ITEMS PROVIDED BY LISPS BUT INSTALLED BY GC NO. FINISHED 01 RO1XsH OM • ,a 3/4'xl'-3 1/2'x PANELS 2. INSTALL STACKS OF UP TO 5 P.O.BOX MODULES N EACH SET OF RACKS PROVIDED BY LISPS. 5'-O' PLYWOOD OR 8 L MODULE NO. I ASSEMBLY 2901 I'x4'x5'-0' 1 .2'-13/8' V-2 1/8' 13. THE TRIM, 1800 SERIES, IS FURNISHED N 8'-0' LENGTHS AND MUST BE CUT AND . DO NOT INSTALL . 2. MODULE N0.1 ASSEMBLY 2902 MODULE pS 2904 MITERED BY THE GC TO FIT THE UNIT'FRAMES AND PROVIDE FLUSH JOINTS.SCREWS USED I HEREBY CERTIFY THAT THE PORTIONS 2 x4 S 2 4'-I 1/4' 4'-2' SHALL MATCH THE COLOR OF THE TRIM. OF THIS TECHNiCAL-' SUBMISSION AND 2905 HkiHER 3. MODULE�NO.3 ASSEMBLY 2903 SPACER LOWER TRIM THAN THIS POSITION 3 6'-1 1/8' 61-1 1/8' BEARING MY SEAL AND' SIGNATURE 3/4'x4 5/8'x19' N RACK 4. MODULE N0.4 ASSEMBLY 2904 4. GC SHALL R1RNIv!-1 ALL SCREWS,BOLTS,WASHERS,AND NUTS AS REQUIRED. WERE PREPARED BY ME OR UNDER TRIM SIDE 4 8'-1' 8'-1 3/4' S. GC SHALL VERIFY THE DIMENSIONS OF THE WALL OPENINGS AND EQUIPMENT PRIOR TO MY SUPERVISION AND RESPONSIBLE 5. MODULE NO.5 ASSEMBLY 2905 2'xlO"S 1811 ASSEMBLY AND INSTALLATION,AND SHALL INSTALL THE P.O.BOX RACKS LEVEL AND PLUMB BY CHARGE. I AM A DULY REGISTERED ' 5 10'-0 1/8, IV,-) 5/8 USE OF SHIMS AS NECESSARY. ARCHITECT UNDER THE LAWS OF 2'x4' BEYOND 2905 TRIM LOWER 1 10. MODULAR RACK ASSEMBLY 1809 THE STATE OF MINNESOTA.. 3/4' PL'fWOOD 2904 1812A 11 (o 12'-0 3/4' IT-1 1/2' 6. ALL RO.BOX PANELS AND ASSEMBLIES SHALL BE INSTALLED TO ENSURE LIGHT-PROOF i 2 1L RACK COVER 1810 . 1903 BASE I I 6 1 14'-0 5/8' 14'-1 3/8' JOINTS AT THE INTERSECTIONS OF COMPONENT PARTS WITH BLACK WEATHERSTRIPPING PATRICK P. BLEES . PLATFORM COVER 2902 3 15. TRIM SIDE 1811 (5/16 THICK x 3/8 WIDE WITH FABRIC IMPREGNATED SACK AND PRESSURE SENSITIVE / / r 2901 1/2' PLYWOOD FADE, I 4 8.++ 16'-0112' 16'-I 1/4' ADHESIVE ON ONE SURFACE) -.-% 'x ''��; P ; _ PAINT TO MATCH WALL 2 16. TRIM,LA LOWER(1174) 1812-A FRONT ELEVATION(LOBBY SIDE) •+ RECOMMENDED MAXIMUM RUN OF 1. ALL EDGE$AND ADJACENT SURFACES OF PARTS THAT ARE FIELD CUT MUST BE SIGNATURE 5 I8. TRIM,LJ-I.UPPER 119RH) 1812-B UNINTERRUPTED PANELS(PANELS PATCHED AND TOUGHED UP WITH PAINT. . WEATHERSTRIP ALL 22. . NUMBER 1813 N A ROW GREATER THAN 8 8. GC SHALL INSTALL ALL P.O.BOX NUMBERS AND LETTER DROP SIGNS. . . 1 1/29/00 . JOINTS, TYP. REQUIRE AN ADDITIONAL , DATE ISSUED 5 8 M RMSHED 4 INSTALLED BY GC I'-111/8' RA.EACH 9. . PLYWOOD USED TO BE A-B INT-APA GRADE OR BETTER AND ALL EXPOSED EDGES • 2 � TO HAVE SOLID HARDWOOD EDGE BANDING. . II 1. BLANK PANEL (SEE G2-5-4gl FOR MORE INFO) UNINTERUPTED RUNS OF PA.BOXES 18079 EXCEED 8 PANELS SHALL RECEIVE .REG. NO. . . . , 39 SPACER;SIDE TRIM 3/8' x 1-1/2"FIR APPROPRIATE ADDITIONAL STRUCTURAL 10. PA.BOXES,1900 SERIES,TO BE FACTORY FINISHED SILVER 2'XV4' STEEL SECURITY BAR SUPPORT,AS.REQUIRED. . AT ALL 2905 UNITS,BY GL. 40. SPACER,PLYWOOD 3/4' x 4' x 16' II:. PARCEL LOCKERS SHALL BE 5'-O' HIGH,80 THE VERTICAL RA. IS THE SAME AS FOR . RACK COVER 1810 FASTEN TO LADDER RACK 44. LAG SCREW, 1/4 x 1=U8 NCH LONG tHE PA.BOXES. TYPICAL . SYSTEM WITH NON-REMOVABLE . SCREWS. 45. WASHER FLAT,V4' 1D. BASE 46. HEXHEAD CAP NUT+ 5/16' x 3/4' JC-24-T ,, . REAR ELEVATION (WORKROOM SIDE) 9 q 41. .SCREW,PAN HEAD,°8 x 5/8' LG NOTES: . 1. VERIFY ACTUAL REQUIRED LAYOUT OF PA.BOX MODULES WITH USPS PRIOR TO INSTALLATION, TYP. 48. STEEL SECURITY BAR® EA.2905 UNIT - - 2. PART NUMBERS SHOWN ON THIS DRAWING ARE ITEMIZED N A TABLE ON DETAIL G2 5 4c. • NUTS TAPPED i THREADED TO RECEIVE STUD 3. PA.BOX NUMBERS FOR EACH INDIVIDUAL P.O.BOX ARE PROVIDED BY LISPS,BUT INSTALLED BY G.C. . 1°1111!/TEDST®TES BOLTS W/WASHERS AS REQUIRED 4 PIOSTAL SERV/CIE , :' 6 1 3 5 1 5 • 23L PRIOR LADE All - . MAIN POST OFFICE . SCALE: 1-1/2'=P-0° . 1. , WHEN DIMENSIONING CLEAR SPACE REQUIRED FOR IRT UNIT(S), ALLOW LIP TO` • I. PART NUMBERS FOR WORKSTATION COMPONENTS ARE LISPS PSIN NUMBERS. AN ADDITIONAL 1/2' AT EACH END OF THE SERIES OF UNITS FOR MANUFACTURING 2. WHEN DIMENSIONING CLEAR SPACE REQUIRED FOR IRT UNIIIII ALLOW UP TO : - , IRT(S) IN PLACE. . - DIAGONAL SUPPORT AND BRACE AN ADDITIONAL 1/2' AT EACH END OF THE SERIES OF UNITS FOR MANUFACTURING . BRACING T IRVS) IN PLACE. - ,. , TO S RUCTLIRE ABOVE 16887 DULUTH AVE.SE 2. ,CLEAR FINISH DIHENSION FOR A SINCsL#= UNIT ' 14085 PRIOR LAKE, MINNESOTA . 3. CLEAR FINISH DIMENSION FOR A SINGLE UNIT 1401 IS W-9 1/2'7 INCLUDIII ADDITIONAL 1/2' . IS (W-0'Z INCLUDING ADDITIONAL In' 1405 • - AS NOTED ABOVE. (NOTE THAT THIS UNIT IS 1414 AS NOTED ABOVE. NOT HL. ACCESSIBLE WHEN USED ALONE.) 1406• . -1401B • \ \ -+- - ---1401 STRUCTURAL STUD -r -1403G , IVIro' O.C. \ . 14046 `- a \ \ \ 4015 - 0, USPS PROJECT NO.Y 4�� , • \ • 1405 I t'.3, 5 gTAT IDN JUNCTION BOX (E' 6 SHEET TITHE: - ACCESSIBLE 2'-B' COUNTER , (VIEWED FROM EMPLOYEE BIDE) • TES, SCHEDULES, AND ACT-2 • !vo 9'-O' AFF. t0 P0. BOX ISOMETRIC VIEW - rot . < 5'-II 1/4' , OVERALL DIMEN I ) , 1 21/64' TO 1 21l64 . . EDGE OF '-1 1/4 V-1 1/4' TO EDGE • . FOOT OF FOOT REVISIONS: . ur�csrar. . r,,,, . tau y . 1402 NO: DATE: BY: . ._. I -' 1409 %4 LENCxTH REQUII�M1=Nt5: STRAICsHT LINE - MENU BOARD NO.: TOTAL L STA-I 2!,9, t 11-1/4' 11-1/4' 1401 r. i- i) CLEq 1411 � - ACCESSIBLE 2'-8' COUNTER R $p _ 2 11-1/4' + 68-1/2' 139-3/4' "� .D (VIEWED FROM CUSTOMER SIDE) �Qull QCE ADD68-1/2' IN LENGTH FOR EACH 11405 _ �D ITI UNIT. CUSTOMER SIDE ADD ONAL 1406 . LEWGTH REQUIREMNTS: 24 SAWTOOTH . NO.: TOTAL LENGTH: 8'-8 5/8' . 118-1/2' 18-1/2' 1 21/64° TO O RALL DIMEENSI-ONI� EDGE OF 1 21/64 TO 1 21/64 ALIGN BACK OF MENU 778-1/2 + 15-1/2 154 EDGE OF '-9 3/8' '-I 1/4 3 -1 1/4 TO EDGE - BOARD WITH END OF ADD75-1/2' IN LENCsTH FOR EAGN i=00T : FOOT LR GN OF FOOT COUNTER TYP., UNLESS NOT ADDITIONAL UNIT. .. - . . . i. IRT WORKSTATIONS ARE SUPPLIED BY USPS TO THE GENERAL m . . •CONTRACTOR WHO MUST ASSEMBLE AND INSTALL, AS REQUIRED. ,°�" w000Parcu OTHERWISE NOTED (E402) (,ou% .D PROJECT NO: 98110-15 . _ 0 - _ - . m - DRAWING-DATE: 11/29/00 Y I _ EMPLO EE SpE r r , . RAWN B MENU BOARD SUPPORT DETAIL I.R.T. COUNTER . DETAIL 6 ACCESSIBLE COUNTER DETAIL D Y, HL 3 5 ,, �� „ . 7 _ A7.7 _ A7.7 __ . A7. _ _ _ _ 4_ __1 , SCALE 1 1 2 1 0 1 4 1 0 _ • . . ; _ T ACC SSI LE 2 8 COUN E B R 1= . 1-21/64 TO . AN VI W) - { L E P EDGE OF . FOOT " O . . . : SHEET NO. F NO,": • 0 w _ � F �. x. T . . ,. Y ..,. �„. t .� .. x ..w .e �'. _. €"....f r ' i x. ., a .. . r . r .__ " F �3 n r, _ ._ y. d ( FILE.�. �,.a, 1 !{' , r b ..a .. u .. - • ,i 1 z�. ,. _ •. - �. �. 1 � . -.,. t. ,_ L i ;, K � .. i - 1 1 8 5 A77 W 0 .Q G c .. G: SPS 98110-15 ''U • , C1. OPYRIGHT, M P.A.C A 2000 . , __- -�- � - A. s. , - _ - - -- .... - ,-- ,. _ _ _ __ N CO rt A ? N WALL BELOW 3 1 2 STUD <` g 188 0 . 1 8 40'-0" „ ,_ r, r " U) OMIT ONE STUD IN WALL -• - 20 -0 20 -0 40 -o � 40 0 2s o 14 -s ARCHITECTURE PLANNING DESIGN BELOW, PROVIDE HEADER . � ,. ,. .. ., ,> " ,, " ,, •. „ � ,, o SIMILAR TO 10/S5 o 2'-8 -6 1 1 -8 8 -4 12 -8 20 -0 7 -4 12 -8 20 -0 7 -4 12 -8 20 -0 7'-4" 12'-8" 15'-4" 4'-8" 10'-0 -' SOLID RUNNER CMA, P.A. I TFE ;o SECTION END BAYS NORTHWESTERN BUILDING 1,_0., 7`-4„ cn 1 1 2"x20 GA t I 96'-0" �1 Xia i STR P BETWEEN. 219 N. 2ND ST., SUITE 301 I C6 I i C6 t C6 I C6 i C6 I �. C6 C6 - i C6 "C6o C6N® SLAB 3„ /A MINNEAPOLIS0 MN- - - - - - - - - - - ?YP - - - - - - - ' II I II I I Tj 612 33855441 N o F1 F1 �1G F1 F1 CANOPYF1 F1 L- F1 F1 F1 _ - 00N1 1/'2„C ;LAB RHONE; -6677 O O o o O 10 } Q FORM, 6x6 FAX: W 2 338-2995 75 3 10 2'-0"x1'-O" FTG. 2 S3 II 9 I �� 1 W1.4xW1.4 WWF E-MAIL: info0cmarch.com X cn �? GRID1 " SIM. w�(2), #5 cQNT. S3 CONTACT: 0 0 0 = TFE 1 1 8 6 -4 TYP � 12 - ^- a S3 97 -0 S3 TYP. U,N,O. S3 24"0 DRILLED I �) I S5 I o o( 8 C5 C5 UNO C5 I C5 C5 } C5 C5 C5 FF1C5 PIER FTG C7 -I S5 o - - - - V)l — — - - — - o- — — — — — - — — — - — _ ' sTu6s CONSULTANTS: — 3 1 x2OGA I C - - L - - - — L J I o CIVIL ENGINEER LO - S1 STAIRS w F1 9 �P ® SEE ARCH Van Sickle, Allen & Associates F2 I TYP EXT. U.N.O. C2 F2 F2 F2 0 2 ROWS, - w w _ — - - - - O o 0 0 S1 CORNERS X o f BRIDGING 2955 Xenium Lane North Suite i 0 o z o � � — - - - - i II U.N.O. _ Plymouth, MN 55441 o a i FIS 8,. (763)-559-9100 1 ( l 10 Anthony Pini PLOTTING 6'-8" FOR CIO FRAMING i 12'-8" 20'-O" 7'-4"GUIDE TFEIS5 ABOVE, SEE i - 97'-0" 7 STRUCTURAL ENGINEER S5 Van Sickle, Allen &: Associates - 2955 Xenium Lane North Suite 10 Plymouth, MN 55441 o I I I I (763)--559--9100 1 Reg Silverthorne S3 2 P1�AN S1 TYP. 5 I . INT. S3 I 5" SLAB ON GRADE $ s } I I 2 S REINFORCED W/ 6x6-W2.1 xW2.1 F3 a TOP OF SLAB (TOS) EL.=100'-0" F3 TFE TFE F3 15 TFE TYP. 8 4 S3 F2 = ( (�S1 � 99 -4 S3 99,_4., � —� 97'-O" � . 2 r S3 co- ( - - - - - - - - - — �— - S I - 2 —�— --u--{-- v —�— --�— — — — 2 I 53 J _ _ — _ —. — — — S TFE -Z TFE p 1 t r� SEAL. 0 0 o o O - - S S r " 97'-0" 00 _ 2 '�« It , y. TYP. CONSTR./CONTROL JOINT 00 TFE 97 -0 ,� ^i �,, ,�_ • !� t S rs 1 0 1'--6' I F2 JOINT PATTERN, 13'-4" O.C., LO SEE 4 () I I } I 95 Oil S S S3 TFE I M[N. LAP FOOTING, SEE 151at ` ' I S1 EA, END S3 S 95 -0 T1'�'. I I D Tc n. • U I - 3 } 1/2' 1,_�O" - _ _ _ CO t +. 7 6 CONTROL JT. ,, CINSTRUCTION JT. 4 0 4 4 I S3 I M _ I HEREBY. CERTIFY THAT THE PORTIONS i I Z I S3 cD OF THIS TECHNICAL SUBMISSION, S3 S3 I SLAB ON o �Or I BEARING MY SEAL AND SIGNATURE TFE I GRADE WERE PREPARED BY. ME OR UNDER 'Q I 11 1/4" DEEP SAW CUT 1'' A" CONT. MY SUPERVISION AND RESPONSIBLE U I / w a CHARGE. I AM A DULY REGISTERED E N 99'-4" I : I . _.-.- .. I MAX: 24 HOURS AFTER � ;�� r ,�•AY W ` TFE POUR LD JT. �-i ENGINEER UNDER .:THE LAWS OF THE STATE OF MINNESOTA. \• \�,I ( � TFE S S it-opt 1 r-3' 93'-0 REG G, kVE THORN,E � TFE �� ; gyp., C3 F5 99 -4 TYP. TFE � I � 'I• F3 F3 C1 INT. I''0, SIGNATURE, NOTE: 95'-O" I r" -- •� C2 — — — _ � � � � JOINT SPACING TO BE 13 - OC MAX.,. EACH WAY "'' ------ ---- --- --- -------- —o C2 c'�\ I I o o --- _ _ - - - . DATE ISSUED 15 3 �1 15021 10 9 7 a a REG. NO. l/2 =1 - \� S3 0 0 0 o F3 o TFE S3 53 13 _ _ l 2 S3 12" THICK ai ai GRID 0 1 1 �. 93 -0 N N ISOLATION _ CONCRETE STAIR i S3 '��- C2 �� I I II I ) °° SEE ARCH. I JOINT 1 in O .i 4 SIDES 'I 78" 8" RETAINING A• , i I POUR MIN. 7 DAYS WALL. SEE ARCH. /- AFTER SLAB ON 4 - - - -- - RA IS POURED GRID -G) .\DHSS COL. UNI TED SLATES (F5\)LI o SEE 1 POSTALSEA'ME. C2 r ( I S3 S1 _- CONSONTTRUCOL TION JOINT JOINT PRIOR LAKE DETAIL. MPO N 1 17'-5 1/2" S1 1/2"=1'-0a GRID 4'-10„ COL. 16887 .DULUTH AVE. SE F4 o I o EQ EQ N PRIOR LAKE- MN c2 O 1 S S I COL. SEE — — — — — a I _ F1 I C2 I of I I (� S S °° GRID O - (oco _ - - — - - 'I - - - - - - - - - - - - (o UJI W UO — •-- — C5A 2 TFE TFE TFE � � o_ — — — -I- 10 1 10 �OI S3 97'-0" 95'-0" 93'-0" 1 I I ( � SEE" 1 IC , S3 ,_ � '- TYPE A iv TYPE B S1 V-8" . o o S13 4'-0" S3 S3 34'-4" 53 40 -0 1 . 8 1 -8 1'-8� L a " „ „ 1 -8' . 18 -4' 27 -4' 76 -0 51 -0 17'-0 0 0 c SEE COL. COL. A g 1 o C p +I SCHED. FOR - USPS PROJECT NO. Y86856 S3 N I I COL. & BASE PL. 2 1/2" E. E.Q. - N SHEET TITLE: PROVIDE DOUBLE p o ° ° N (4) 3/4 0 / NUTS & WASHERS c> w ANCHOR BOLTS • FOR LEVELING ca•' a � FOUNDATION & FOUNDATION F)L AN FIRST FLOOR PLAN � I .o ' I w 1 IVOfRT 00 �� ANC OR' BOLTSA307 N 11,PE C TYPE D S1 w 1/8°= 1'-0° CUT BOLTS 3/4„ L-3" HOOK ABOVE TOPS OF NUTS D�TA (� REVISIONS: RID S} NO: DATE: BY: A , „ RI 3/4 1'-0 1, 8„ 1 -8 1 -8 1,-0„ 8„ TOP CgNC. 8„ V-0„ 1,_0"T 8 -- 100'-6' COLUMN SCHEDULE TOP CONC. TOP CONC. • 100'-6" MARK SIZE BASE PLATE TYPE REMARKS �99'-4 _ BASE PL. A. BOLTS C1 HSS7x7x1/4" 13"x13„x3/4„ A o & GROUT SEE 6 �• p C2 HSS6x6x1/4" 12"x12"x3/4" A o I o oo _ C3 HSS6x6x1/4 7"x12"x3/4" B T 0 0 C4 HSS6x6x1/4" 6 1/2"x12%3/4" B GRID �' ° ° 00 - C5 HSS4x4x1/4°, 5"x10"xl/2,' B TYPE A BASE PLATE © C5A M - GRI C6 HSS8x3x1/4" 9"x9"x3/4 C (4) 3/4" DIA x V-4" ANCHOR BOLTS - BASE PL. A. BOLTS o C 16"x16" PIER SEE o I o C7 3"� STD PIPE 8"0 D PROVIDE 1/2" CAP PLATE 8>, 8„ & GROUT SEE 6 PROJECT NO: 98110-15 S3 NOTES: S 1 I HSS COL. DRAWING DATE: 11 SEE 1 1. FOR COLUMN BASE PLATE TYPE, .SEE 6/.S1. /29/00 S1 HSS COL BASE PL. A BOLTS SEE 1 DRAWN BY: FJV FOOTING SCHEDULE CONSTRUCTION SET 16"x 1 " PIER & GROUT SEE 6 S 1 SEE 2 S1 MARK SIZE REINFORCING EACH WAY U.N..O. F1 4 —0 x4 —0.x1 —O 4—#5 � DETAIL DET,a, 11_ � DETAIL F2 6 O x6 0 x1 4 6-#5 F3 8'-0"x8'-0"x1'-4" 7 6 S1 Sl S1 # a— — ° n a a i a SHEET 1 F. 5 _3/4 - ) !a 3/�• -1 (� F4 9 0 x4 0 x1 0 4 #5LG. WAY 5 #5 SHT. WAY _ - ,> " > FILE: - _ = _ LE._ F5 8 0 x6 0 x1 4 . . 6 #5LG. WAY 8 •#5 BHT. WAY . 7j 200049SI DWG COPYRIGHT CMA,:;P.A. 2000 °0 A 8 C D E WELD DECK ® 6" O.C. TO O 188'-of, SUPPORT AT END LAPS N• r " , " 4 40'-0" 40'-p,. . 28' " " „ 2,:_0" FASTEN SIDE LAPS W/ 20 -0 • 20 -0 0 0 0 4 -8 10 —0 2' MIN LAP ARCHITECTURE PLANNING DESIGN . � • 3-#10 TEK SCREW AT 6 : MIDSPAN (TYP) 14K3 BEAR ON WALL-, - II S4 � I I I - CMA, P.A. o =n WELD DECK ® INTERIOR -- SUPPORTS USING A w NORTHWESTERN BUILDING "' I 36/5 WELD PATTERN o 219 N. ` 2ND ST., SUITE 301 w1 x22 W12x22 W1. x22 W1 x22 W12x 2 W12x 2 W12x22 W12x 2 W12x 2 4 (TYP.) �,a MINNEAPOLIS, MN 55401 S . Coo Q F14K3 JOISTS 12" o�' PHONE: M2) 2 338 6fi77 1.11) o SIM. S4 ? 1' INTERIOR FAX: 338-�2995 i I I 2 C� 3'-4"I ( 37 SPA 4'-0" O.C.=1�8-0 I ( 4 ® 4 -0 =16 -0 WELD DECK ® 6 O.C. ►-o E—MAIL: infoftmarchxom ,o o �n I 7 © HIGH ROOF 8 @ PERIMETER WHERE 2 SUPPORT CONT. SUPPORT �'_ LINES CONTACT: o OCCURS0 23 4=_8== W12x22 41_8„ . W12x22 W12x22 4'-8.0 W12x22 W12x22 W12x22C6x20 GAGE FORMED JOIST S4 W12x22 r 24= Ij o.C. _ CONSULTANTS: O 24x55 W21x44 W21x44 W21x44 gx Q — _ _ _ _ 6 NOTE: 1611 PERIMETER CIVIL ENGINEER N _ 5 U S4 Van Sickle,. Allen & Associates ALL WELDS SHALL BE SUPPORT 2955 Xenium Lane North Suite i0 � w W24x55 S4 SIM. 5/8" DIA. PUDDLE WELDS. LINE Plymouth MN 55441 o z 0 4 ( I. ( FOR ROOF TOP UNITS o nw. N SIM. S4 SUPPORT SE 3 2 T �. fROOF D E CMG WELDING fRE 01"I T& (763)-559-9100 S2 Anthony Pine GU DIE 30K8 JOTS S 30K8 JOISTS SZ NO SCALE STRUCTURAL ENGINEER - - - - - - - - - - - - - - - - Van Sickle, Allen & ;Associates 317 SPA @ 5'-0" O.C.=185'-0" (TYP. U.NO.) ( I 1'-g" — _ — _ — — — —_ 2955 Xenium Lane North Suite 10 3'-0" Plymouth, MN 55441 0 to I I (763)-559-9100 I I Reg Silverthorne • 3 S4 . _ —__ _ — 4=_8.= 4,-8" 14 13 4,-8" 4�_8 \ S4 S4 15 I I `-ADD WEB ANGLES PER TYP. TYP. S4 4 1 DETAIL 6/S2 TYP s4 I — — — — — — — — — -- — -� 2 _ W24x681 W21x68 W24x68 - - - - - - W24x68- - - - - - - - - - - - - - - - - - W - - - - - - - - - - - -10 - - - - - - L4x4x1/4xo'-4" (1/4" S4 I i I TYP 3/16 ,,�TABOVE FRAMING ANGLES) SEAL. .V a FRAMING L3x3x1/4„ -_ - -_- - - - - - __- i ( /O FRAMING ANGLES 30K8 JOISTS I (- 3OK8 JOISTS I 18K4 JOISTS ( - - - - - - EQUAL TOT 0 JOISTS rip 0 16 I I 17 I I 18 TYP 3/16 I t HEREBY CERTIFY THAT THE PORTIONS 0 o O 00 ' S4 I ( S4 I i S4 I �` IOF THIS r.___uv BEARING MY SEAL AND NICAL SUBMISSION - - - - - - WERE PREPARED BY ME OR UNDERMY. SUPERVISION AND. RESPONSIBLE N CHARGE. I AM A DULY REGISTERED _..4112x22 ENGINEER UNDER THE LAWS OF NOTES: THE STATE OF MINNESOTA - . : - \ >> 1 1. VERIFY OPENING SIZE & LC)CA"! " /(\ \ `� �• j II . W/ MECHANICAL CONTRACT REG. ERTHORNE �� ( I I• I I '-0' ANGLES SEE 3 S2. ' 2. WELD OR SCREW DECK TO ._. .,; G cp / 1 I 3. RTU CURB TO BEAR ON EXI - 4 -8 4 -8 I I DECK DIRECTLY OVER rRAMI �: SIGNATURE ANGLES. ATTACH CURB TO ,DE 1I; k '' 0 21 ( � - - - - - = - -W21 x50- _ _ _ _ _ _ _ -W21 x44- - 4 W/ #10 TEK SCREWS ® 6 0,C, ✓' L I -10 - - - - - - - 4. FRAME FOR PRV'S, GRV'S,SL]rv4� ( sr• - - - - - .� _ _ _ - _ _ _ _ PANS & SKYLIGHTS. TYP UNC _ ` \ W21x62 W21x68 W24x68 _ _ � ✓ DATE ISSUED - _ _ T - 3 f 15021 REG. NO. \ � 5 T"T"F. ROOF OFF ING \ p \> ca S5 SU�'i='Oi�T 10 3 i=iR,�i"iE DETAIL.S S4 I \ / �`, \ s4 I S2 ' NO SCALE `�. FOR PIPING PLACED PARALLEL TO NOTE: I JOISTS, USE SPREADER ANGLE TO DUCTWORK, PIPES & DISTRIBUTE LOAD TO A MIN. OF OTHER EQUIPMENT SHALL 4 NOT BE HUNG FROM THE STEEL —� 30K 10 JOISTS 30K8 JOISTS _I _ - - _ - 2 JOISTS ' ROOF DECK. ALL SUCH ITEMS SHALL UNITEDSrATES REINFORCE W/ L1 1/2x1 1/2x3/16, FIELD BE HUNG FROM JOISTS, BEAMS OR �� : WELD TO JOIST TOP & BOT CHORDS POSTAL SERWCF. 3 IF ' IS OVER 4 SUPPLEMENTAL STEEL. 4" OR LESS FROM STEEL ROOF "X" "TOP. CHORD PANEL • S4 DECK 6 I I POINT PRIOR. LAKE S2 O Y OD MPO Ln - S4 "X" 4" OR LESS FROM BOT. -CHORD PANELPOINT 16887 DULUTH AVE. SE 00 S4 ALL CONCENTRATED LOADS TO THE STEEL JOIST, INCLUDING PRIOR LAKE, MN W21 x44 -­1 6W21 x44 _ _ _ _) _ _ - I _ _ - PIPING 2" DIA TO 4"DIA SHALL BE CONNECTED WITHIN 4" OF THE O JOIST TOP OR BOT. CHORD PANEL POINT. ADD REINFORCING o X c0 W16x26 co ANGLE WHERE THE CONCENTRATED LOAD IS NOT WITHIN 4" OF A 00i ° X X TOP OR BOT. CHORD PANEL POINT. ANY PIPING IN EXCESS OF LD W18x35 _ W16x26 _ cD �- _ _ _ _ 4" OR EQUIVALENT WEIGHT IN PIPE GROUPINGS OF SMALLER DIA.or . IS SUBJECT TO APPROVAL OF .THE STRUCTURAL ENGINEER. --� 1 W 6 x 6 12 2 1 S4 S4 S4 I i I TNT"F, HANGEiR i EOMTS POfR s4 " 1'-s' S4 3, 10' JOISTS 4'-0 30 6 TYP. . S2 NO SCALE A S C D E F USPS PROJECT NO. Y86856 ROOF TOP EQUIP. "COLUMN C�" \` ,g CURB BY MECH. WHERE TCURB HAN 4'OCCURS TOP BLOCKING AT r MORE CHORD PANEL POINTS, REINF. SHEET TITLE: JOISTS W/ L1 1/2x1. 1/2x3/16 EA. SIDE ROOF FRAMING PLAN � •iR00I= FiR,41"IING FLAN I • � • �,�-, I - NOiRTH "DIAGONAL GRID" � S2 O° h� 30K JOISTS �+ TOS NOTES; G 115'-10 5/8" o JOIST BEARING ELEV-(JBE)=118'-0" AT PERIMETER. SLOPE BEAMS TO INTERIOR -� DRAINS SHOWN AT -10" (ELEV.=1 17'-2") 3 LOCATIONS THUS. JOIST BEARING i 0° REVISIONS- . ELEV. =118'--0" ALONG GRID E (RIDGE LINE). N Ut T�i=. H NGEFR iREQt*-1T& � u-i• ,�•i I I v O O U I �, C LI S NO: DATE: BY. 1 18'-0" c� c� W21 x62 1 17'-9 7 8" • • •. - �� SI���O�T�0 �,I' JOISTS • 2 1/2"o PIPE TO tK o S2 NO SCALE CANOPY BELOW G�+h' �y m -___— �� N t� OXO d I 540 PLF S v { t3• r'J U N 380 PLF 1 �� �\ o• 115'-10 5/8" TO BM 3/4x7x10 p,, J TOP FL 3/16 2 CAP FL 6-- �/� 2 3/4"0 BOLTS �- \ fly PROJECT NO: 98110-1`5 " 21 DRAWING DATE: 11/29/00 : S tx 4 +<0' DRAWN BY: TJM CONSTRUCTION SET - TO BM " • 3/4x9x1 -0 - _ 9 1 1 BOT FL 3 16 2 °° CAP R 4 4 �3/ BOLTS 7 S2 SHEET 2 OF 5 . AN JOLT LOADING AT NOFRTH 51DE CANOE' '(DL_ L_L ) LAN DETAIL -� �L DET A L S (a FILE: e 62 62 S2 PAL NO SCALE NO SCALE NO SCALD 200049S2.DWG COPYRIGHT CMA, P.A. 2000 N STRUCTURAL N.� L NOTES GRID - GRID 1 GRID .;„ 1. BUILDING CODE LATEST ADOPTION ►� v� x 1 -8 1 -8 1 -8 8 GRID ) N ,, ., � 8 MTL. STUD - .: 1 -0 8 1 -0 8 9 5 A. UNIFORM BUILDING CODE (UBC). N 4" BRICK ORLA - , z HSS COL., SEE 1 HSS COL., SEE 1 B. MINNESOTA STATE BUILDING CODE. MTL. SIDING, — z 4" BRICK s 1 z s 1 ARCHITECTURE PLANNING DESIGN SEE ARCH 8„MT 11. .DESIGN LIVE LOADS: L. STUDS I BASE PL AND a BASE P AND HSS COL. FOR REVEAL FOR REVEAL L 8 CMU W A. ROOFS............... 4o PSF CMA, P.A+ N �' SEE ARCH. 0 w SEE ARCH. I I GROUT, SEE 6 w /I'— / • _ w o w w GROUT ( 5@48 O.C. VERT. SEE 1 B. INVESTIGATIVE OFFICE. . .. . 100 PSF It M � U �� I I s1 0 g # Q S1 NORTHWESTERN BUILDING -Av ° -� C. WIND: BASIC WIND SPEED............. 80 MPH #5@4s O.C. THUS: a 219 N. 2ND ST., SUITE 30i 75 =_ — — _ — _ v�w o w CONC SLAB EXPOSURE.'.................................... B MINNEAPOLIS, MN :55401 - —_III HE — — — - I 1= a o _I SEE PLAN D. SEISMIC, ZONE................................... 0 PHONE: 612 -338-6677 v' '_ '_ — 2 ADD'L TIES @ 3" O.C. N N o III—I 1 III—II 1 w FAX: 612 338-29.95 ,o o z 4@16" O.C. 16"x16" PIER ,W/ w x INCREASED AT AREAS OF SNOW ACCUMULATION E-MAIL: info®cmarch.com # 12 CONC. FND. ►- cn 00 E•F• z (4) #7 VERTS HOOKED z WALL, FOR REINF. — FOOTING SEE 1 8" ill. FOOTINGS & SOIL DATA: CONTACT INTO FOOTING AND #3 SEE 1 S3 A. FOOTINGS ARE DESIGNED FOR A MAXIMUM NET SOIL BEARING CAPACITY OF 2000 PSF PER SOIL INVESTIGATION MADE BY TIES @ 12 O.C. S3 °--- ' BRAUN INTERTEC, REPORT NO. BABX-OQ-0316, DATED 06/07/00. L.LUj w w FOOTING SEE 1 w ~ 1 F- S1 ~ B. FOOTINGS SHALL BEAR ON NATURAL SOIL OR ON COMPACTED GRANULAR ENGINEERED FILL. • FOOTING, SEE 1 C. ALL TOPSOIL, FILL, ORGANIC SWAMP DEPOSITS, AND UNDERLYING SOFT -CLAYS SHALL BE REMOVED (WITHIN THE BUILDING CONSULTANTS: N N S1 AREA) (BELOW FOOTINGS) TO DEPTHS INDICATED IN THE SOIL REPORT. THE EXCAVATION AND SUBSEQUENT ENGINEERED FILL SHALL EXTEND ° LATERALLY BEYOND THE BOTTOM EDGE OF THE FOOTINGS A DISTANCE OF ONE FOOT PLUS THE DEPTH OF ENGINEERED FILL TO BE PLACED CIVIL 'ENGINEER Cl BENEATH THE FOOTINGS. ' IN AREAS WHERE FOOTINGS ARE SHOWN TO OCCUR ABOVE EXCAVATION DEPTHS, PLACE FOOTINGS ON A Von Sickle, Allen '& Associates 2955 Xenium` Lane-North Suite 10 �- * ' * I Plymouth, MN 55441 ��CT I ON. SECTION i (OI V ��C� I OI V ��C"�" LO� ��C-� I O� GRANULAR ENGINEERED FILL, PLACED AND COMPACTED PER SOIL REPORT. A SOILS ENGINEER SHALL INSPECT THE EXCAVATED AREA TO - - w O �z a ENSURE -ALL MATERIALS REQUIRING REMOVAL HAVE BEEN REMOVED TO DETERMINE THE REQUIRED. DENSITY OF THE ENGINEERED FILL TO 5 (763) -559 9100 � a N 53 2 3 4 ACHIEVE THE SOIL BEARING CAPACITY USED FOR DESIGN AND TO MAKE .THE NECESSARY FIELD DENSITY TESTS TO ENSURE THE REQUIRED Anthonyini PLOTTING S3 53 S3 S3 DENSITY IS ACHIEVED. y GUIDE G 1/2 = 1 -0 1/2 = 1'-O 1/2 I'- 1/2 °1 '� D. FROST COVER FROM EXTERIOR GRADE TO BOTTOM OF FOOTING SHALL NOT BE LESS THAN 3'-6". 1 -3' 1'-0" 8" 3„ IV. REINFORCED CONCRETE: STRUCTURAL ENGINEER Van Sickle, Allen & Associates 8" 4" A. DESIGN CODES: "BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE" ACI-318-99. 2955 'Xenium Lane North Suite 10 l B. MATERIAL STRENGTHS: Plymouth, MN 55441 �i 1) CONCRETE COMPRESSIVE -STRENGTH (F'c) AT 28 DAYS. (763)-559--9100 a FOOTINGS. Reg Silverthorne Q 7'-4„ ) .......................................................................... 3000 PSI II #5 @ 48" O.C. 3/4"� COIL INSERT b) FOUNDATION WALLS w @24" O.C. #5 @ 48" O.C. z 1,_p„ 3000 PSI -*\ g c) COLUMNS & PIERS:.......................................................... 4000 PSI 0-41 ' • #5 @ 48" x4'-0" LO w CONIC SLAB d) STRUCTURAL SLABS.......................................................... 4000 PSI DOWELS p ,,, 1 r COPING ANGLES BY e) INTERIOR SLABS ON GRADE................................I.:.......... 4000 PSI � I ' SEE PLAN _i ,� DOCK LEVELER SUPPLIER #5 x .,4'-0" a f) EXTERIOR SLABS ON GRADE (5-7% ENTRAINED AIR)...... 4000 PSI Ce @ 48 O.C. w g) ALL OTHER CONCRETE........:............................................. 3000 PSI 3/4"0 COIL BOLTS •c. _ �� • - 8„ SEE PLAN 1'-p„ 4 @ 16" E.F. 2'-0" LG. 11= I�- = - r 2) REINFORCING STEEL: # 4 @ 16" O.C. E.F. _ c�Q #4 @ 12 O.C. E.W. 3-#4 HORIZ. W/STD. 4 @ 24 O.C. # II #4 DWLS @ 24 O.C. w @24" O.C. i- � HOOKS @ CORNERS z - .. a BARS: ASTM A615 GRADE 60. 11-6" YP. D S g 4 CONIC SLAB W (TYP. ALL SIDES) ) ° • #4 @ 16 E.F: 4 @ 16" O.C. E.F. 3 S E " 4 @ 12"O.C: E.W. IELD BEND THUS: b) TIES & STIRRUPS: ASTM A615, GRADE 40. # I coo DOWE�S @ 12 O.C. a �,, # ., �� a 1 -6 c) _WELDED WIRE FABRIC: ASTM A185. 4' TYP. 3 SIDES LID —III—III o ,w o " r „ " THUS 1,_0,,, r- cn O SLOPE -1 C1 NOTES: OF CONCRETE AND REINFORCEMENT SHALL BE IN ACCORDANCE WITH ACI AND CRSI STANDARDS. N SLAB ON GRADE #5 @ 16 O.C. VERT., EA. FACE #4 DWLS. @ 12 O.C.= 1 -6 ) » 0 ° F 0-0 SEE CIVIL cfl ap 2) PROVIDE 3/4 CHAMFER ALL EXPOSED CORNERS. SEAL' ` /�#5 @ 12" O.C. -I� 1'-8" .i °p '�1=11 - I1_ = - 1=III- • - HORIZ., EA: FACE CONC. WALL, OR �- =1� 1 2"�bx3'-0" -I 1=I 3) FURNISH THE FOLLOWING CONCRETE COVER ON REINFORCING BARS UNLESS SHOWN OTHERWISE ON THE DRAWINGS: C,• ; �� / i _ i � REINF. SEE 8 J -I a). SLABS ON GRADE: PLACE MESH IN CENTER OF SLAB. " �'�: :P -°�� —i � - i SMOOTH DWI �i r ,�' ',.-.,..,�'�� ��. I- (_ "- S3 b) SLABS ON METAL FORMS: CENTER MESH IN PORTION Of SLAB ABOVE METAL FORMS. �cr y 1� ° z _ FOR DWLS, (GREASED) CONC. WALL, " .•P418 E z @ 24 O.C. FOR REINF. c PIERS AND COLUMNS: 1 1 2 COVER ON TIES. . #4 DOWELS ) / @ 16 O.0 THUS: 111�II #5 DOWELS _iL=� SEE 8 g r?�xff z (�� @ 16 O.C. Illi S3 a 2-#4 CONT. SEE 1 d) FOOTINGS: 3" COVER ON BOTTOM AND SIDES. (� Lrxa,, • ;� ;' r co w w I I ., S3 -o • w w w e) WALLS: 2 COVER WHERE EXPOSED TO SOIL OR WEATHER AND 1 COVER WHERE NOT EXPOSED StiiL AND WEATHER. w I Ln FOOTING SEE 1 FOOTING SEE 1 w w 8 CMU W/ FOOTING IL N S 1 S 1 ~ ( #5 @ 32 O.C. SEE 1 V. MASONRY: a S n i-FOOTING SEE 1 _ 1'_p" A. DESIGN CODE: BUILDING CODE REQUIREMENTS FOR CONCRETE MASONRY STRUCTURES ACI 530-9 VERIFY ALL DIMENSIONS 1'-8"x1'-0" 51 B. MATERIAL STRENGTHS: . S 1 FOOTING SEE 1 ° W/ DOCK LEVELER . FTG. W S 1 SUPPLIER / 1) HOLLOW CONCRETE UNIT MASONRY - ASTM C90-N, f'm=1500 PSI. (2) #4. 1 HEREBY CERTIFY THAT THE PORTIONS 2) BRICK UNIT MASONRY - ASTM C216-SW, Vm =2400 PSI. OF BEARING MY SEAL AND SIGNATURE SECTION SE CT I ON 8 S C T I ON 9 SECTION im SECTION &T O S TECHNICAL SUBMISSION 3) MORTAR/GROUT - ASTM C270/ASTM C476. WERE PREPARED BY ME OR UNDER S3 S3 g3 cJ.3 53 a) LOAD BEARING AND BELOW GRADE - TYPE M OR S. MY SUPERVISION U ERVI I AA ND RESPONSIBLE DULY REGISTERED 1/2"= 1'-0 1/2"=1'-0 "1/2"=1'-(d" 1/2`=1'-Q> b) ALL OTHER = TYPE N. ENGINEER UNDER THE LAWS OF ., THE STATE OF MINNESOTA: •4) COREFILL CONCRETE GROUT-f c=2000 PSI, 8 SLUMP, 3/8 V 0R AGGREGATE.FT riz� RE S ER1`H NE S3 COL 5) REINFORCING STEEL: ASTM A615, GRADE 60. 1 C. NOTES: SIGNATURE HSS COL., SEE 3 (2) 1/2x3x9 STIFFENERS S1 L ? ff EA. SIDE 2,_8„ 1) PROVIDE 9 GA. GALV. "DUR-O-WAL" HORIZONTAL JOINT REINFORCEMENT '(OR EQUAL) BASE PL., A. CUT I I EVERY OTHER COURSE. DATE ISSUED , • (3) 1"0 A449 BOLTS OFF AT 8„ I w I I 3/4" ABOVE TOP EA. SIDE 1 2) CAVITY WALLS-SHALL BE CONSTRUCTED AND TIED TOGETHER PER UBC 2106. E: i I I OF NUTS. BOLTS 15021 0 4#6 @ EA COL. 4" O.C. `� AND GROUT, SEE 6 I HSS COL., SEE „ .. # �E REG. NO. �o - SEE CIVIL ( I S1 S1 8 1/2 $ 1/2 3) PROVIDE CONTINUOUS BOND BEAMS WHERE SHOWN, REINFORCED WITH TWO 4 BARS; DISCONTI���E BARS AT CONTROL JOINTS. CENTERED ON COL. a co z , ~ THUS: 3'-6" DRAWINGS I I 1" CHAMFER g BASE PL, A. BOLTS o 4) PROVIDE 8' DEEP BLOCK LINTEL WITH TWO #4 BARS UP TO 4'-0" WIDE OPENINGS, 16" DEEP BLOCK LINTEL WITH TWO #5- BARS UP co 1'-6 ' 4 SIDES a AND GROUT, SEE 6 TO 8'-0 WIDE OPENINGS, OR PROVIDE LINTEL SIZE AND REINFORCEMENT AS SHOWN ON THE DRAWINGS. _ S1 o - - - ow 1 1/2x12x1'-8" FE (-� 1- - _ ------� ~ �' BASE PL. 5) REINFORCEMENT SPLICES SHALL BE A MINIMUM 40 BAR DIAMETERS OR AS NOTED ON THE DRAWINGS. `y -1/2x4x1'-O" PL. I� (� �I ( 6) PROVIDE CONTROL JOINTS AT A MAXIMUM SPACING OF 25.' UNLESS SHOWN OTHERWISE. G • 0j #5 HORlZ. EA FACE cv O 7) ALL NON-BEARING MASONRY WALLS SHALL BE ISOLATED FROM STEEL JOIST. M #5 @ 12" O.C. VERT. E.F. 12"x12" PIER, VI. STRUCTURAL STEEL: �24" ROUND @ a #7 @ 12" O.C. • ,. COLUMN C7 1 -3 _ _ A. DESIGN CODE: "SPECIFICATIONS FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS" (AISC), LATEST • 2 CONC. WALL, ( ) UMITEQST�T�'S 7 6 LONGITUDINAL z z - - # FOR REINF. SEE S3 g REINF. SEE 7 OR ADOPTION. P+�STALSERVICE, w FOOTING SEE 1 �' Q Q METAL CLADDING B. MATERIAL STRENGTHS: o S 1 o I SEE ARCH. ) L SHAPES......................................................................................ASTM A572, 1 STRUCTURAL STEEL W HAP GRADE 50. N 2) CHANNELS, ANGLES, PLATES & BARS........................•............................................... t....ASTM A36 PRIOR LAKE 3) STRUCTURAL STEEL TUBING.......................................•...................................... ..ASTM A500, GRADE B. ° MPO 4) STRUCTURAL STEEL PIPE................................................................................................ASTM A53, 4'-0" 4'-0" .......................................... .. .. . . EQ. EQ. ) 5) CONNECTION BOLTS. . .. ....... ..........................................ASTM A325 6) ANCHOR BOLTS. SEE PLAN .............................................................................. ................................ ASTM A307 • •�• �- 7) WELDS(E70XX ELECTRODES).... .........................•......•..................................................ASTM A233 11 SECT IONXTizIO� CNOi=',I' BOO I IN� SECTION ION SECTION ION 8) STUD ANCHORS....................................................................... ........................................NELSON OR EQUAL 16857 DULUTH' AVE. SE 12 13 r14PRIOR LAKE, MN 53 1/2°= 1'-fd° 53 - 53 - - S3 - - 9) EXPANSION BOLTS................................................:......................•...................................KWIK OR EQUAL 1/2 1'-0" 1/2" 1' m" 1 1/2"- 1' 0" C. NOTES: 1) ALL STRUCTURAL STEEL SHALL BE FABRICATED AND ERECTED ACCORDING TO THE SPECIFICATIONS OF THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC), LATEST ADOPTION. 2) STRUCTURAL STEEL SUPPLIER IS RESPONSIBLE FOR THE DESIGN OF ALL CONNECTIONS UNLESS DETAILED ON THE DRAWINGS. 5 3) STRUCTURAL STEEL SUPPLIER SHALL FURNISH BOLTS FOR O.S.H.A. BOLTED JOIST CONNECTIONS, DECK AND JOIST BEARING ANGLES 0 5„ 8„ 4„ PLATES, AND COLUMN ANCHOR BOLTS. 4) STRUCTURAL STEEL SHALL BE SHOP PRIMED RED OXIDE. 4" BRICK 1 5) UNLESS DETAILED OTHERWISE, BEAM CONNECTIONS SHALL BE SELECTED TO SUPPORT 50% OF THE UNIFORM LOAD TABULATED IN PART �8" CMU W/ #5@48" O.C. VERT. 2 OF THE AISC STEEL CONSTRUCTION MANUAL, NINTH EDITION, FOR A GIVEN SHAPE, SPAN AND STEEL SPECIFICATION. SHOP CONNECTIONS USPS PROJECT NO. Y86856 #5@48" O.C. THUS: MAY BE WELDED OR BOLTED USING 3/4" (A325) DIAMETER BOLTS. FIELD' CONNECTIONS SHALL BE BOLTED USING 3/4" (A325) DIAMETER BOLTS. SHEET TITLE: VILSTEEL JOISTS: I — —� FOUNDATION DETAILS A. DESIGN CODE: "STEEL JOIST INSTITUTE STANDARD SPECIFICATIONS AND LOAD TABLES" (SJI), (LATEST ADOPTION). B. MATERIAL STRENGTHS: PER SJI SPECIFICATIONS. AND STRUCTURAL NOTES 12" CONC. FND. C. NOTES: WALL, FOR REINF. 1 JOISTS SHALL BE DESIGNED FABRICATED AND ERECTED ACCORDING TO THE SPECIFICATIONS OF•T T • SEE 1 ) HE STEEL JOIST INSTITUTE (SJI), S3 LATEST ADOPTION. 2) JOIST SUPPLIER SHALL FURNISH WALL AND BEAM BRIDGING ANCHORS, HEADERS, AND TOP AND BOTTOM CHORD EXTENSIONS WHERE REVISIONS: SHOWN. ' N0: DATE: BY: • 3) JOISTS SHALL BE SHOP PRIMED RED OXIDE. 6E CT I OI�1 4) BRIDGING SHALL BE OF THE TYPE, SIZE AND SPACING PER SJI. 15 Vlll. STEEL ROOF DECK.& PERMANENT METAL FORMS: S3 - i n A. DESIGN CODE:. "STEEL DECK INSTITUTE DESIGN MANUAL. FOR ROOF DECKS AND. FLOOR DECKS" (SDI), (LATEST ADOPTION). 1/2 - 1 -Q� B. MATERIAL STRENGTHS: PER SDI SPECIFICATIONS. C. NOTES: 1) ROOF DECK SHALL BE 1-1/2",. 22 GAUGE, WIDE RIB STEEL DECK, DESIGNED, FABRICATED, AND ERECTED. ACCORDING TO THE SPECIFICATIONS OF THE STEEL DECK INSTITUTE (SDI), LATEST ADOPTION. 2) UNLESS SHOWN OTHERWISE, ROOF DECK SHALL BE SECURED TO SUPPORTING STEEL WITH 5/8" PUDDLE WELDS 6" ON CENTER AT END LAPS, PERIMETER JOISTS AND DECK BEARING ANGLES OR PLATES; 12" ON .CENTER AT INTERMEDIATE SUPPORTS. ALL SIDELAPS SHALL BE SECURED AT CENTER SPAN OF DECK WITH ONE #10 SELF TAPPING SCREW, PROVIDED BY THE DECK SUPPLIER AND INSTALLED BY THE PROJECT.N0: 98,110-15 DECK ERECTOR. DRAWING DATE: 11/29/00 - - - - - - 3 PERMANENT METAL- FORMS SHALL BE EQUAL TO TENSILFORM TF 50 AS MANUFACTURED BY THE WHEELING CORRUGATING - - - -COMPANY, DRAWN BY: F.I��' INSTALLED ACCORDING TO MANUFACTURER'S SPECIFICATIONS USING WELDING WASHERS. 4) ROOF .DECK SHALL- BE GALVANIZED & SHOP PREPARED FOR PAINTING ON THE EXPOSED UNDERSIDE. CONSTRUCTION SET PERMANENT TA F M VANI • METAL FORMS SHALL BE GALVANIZED. <. r IX. GENERAL NOTES: A. MECHANICAL UNITS SUPPORTED OF FLOOR STRUCTURE IS SUBJECT TOAPPROVAL - • Mt NICAL U I S SU 0 TED BY ROOF OR L E HE OF THE STRUCTURAL ENGINEER. ' • F T• ROOF S '3 ­ B. , NO DUCTWORK OR PIPING SHALL BE HUNG FROM THE UNDERSIDE 0 HE 00 DECK. C. THE CONTRACTOR SHALL BE RESPONSIBLE FOR TEMPORARY BRACING, SHORING AND SCAFFOLDING TO WITHSTAND ALL LOADS TO .WHICH SHEET OF 51 i - 1E THE STRUCTURE MAY BE SUBJECTED, INCLUDING LATERAL LOADS, STOCKPILES OF MATERIAL AND EQUIPMENT. SUCH BRACING SHALL B - E ., LEFT IN PLACE AS LONG AS REQUIRED FOR SAFETY AND UNTIL ALL FRAMING INCLUDING ROOF DECK IS IN PLACE. 200049S3.DWG COP'MGHT " CMA P.A. 2000 • N . - 4 BRICK OR .. • - 4 BRICK OR 1 _ , MTL SIDING, COL MTL. SIDING, „ r GRID GRID SEE ARCH 1 -8 � LO � , �, » GRlD SEE ARCH 1, g., r cy 1 -8 1 -8 - -8 TL. STUDSTO 4 BRICK OR MTL • 1 1 � 4 ­0" SIDING, SEE ARCH —4" BRICK OR MTL 8"MTL. STUDSGRlD ARCHITECTURE PLANNING DESIGN SIDING, SEE ARCH DECK BRG. 1 AL K DECK BRG. 1 g 8 MTL STUDS 1 ANGLE SEE 8 MTL STUDS j ANGLE SEE N. = S4 POCKET WALL ( j CMA P.A. o u� - - �- S4 cn N FOR JOISTS JOIST N �� N DECK BRG. ANGLE N " � I I NORTHWESTERN BUILDING -L3X3X1 4 DECK r- BE COPE AS REQ'D SUITE 301 / SEE 1 N I Y 219 N 2ND ST., o g BRG ANGLE, SPLICE w �, (JOIST SIM' SEE 1 BEAM, wm TOGETHER @ JOINTS, TYP. wm S4 mw m S2 N iv SEE 1 ( MINNEAPOLIS, `, MN 55401 t �� S2 I m PHONE; 612 338-6677 — I rn FAX: 612 338-2995 r N g F _ N W ` I W • � o � \ \ 1 \ r `° r7z m � E-MAIL: info®cmorch.com nN N BEAM SEE S2 N I O N CONTACT:' 9 +I I I I CONT.1 TOP BEAM, & BOT. /^- SEE 1 CONSULTANTS: 1 I cn L2x2x1/8 S2 1 `i JOIST I I I v AT BRIDGING HSS 8x4x3/16 COL. TO COL. CIVIL ENGINEER N M � • BEAM, SE S2 N ( ' I COPE @ CAP PL. g Van Sickle, Allen & Associates ry 25 CEILING 1 4x1 3/4 ,,� JOIST BEYOND BEAM OR JOIST, SEE 1 3/4" CAP PL. W/ SEE ARCH 1 I STIFFENERS S4 2955 _Xenium Lane North Suite 10 O z o JOIST S2 2 3/4" fi BOLTS " _ Pl ymouth,mouth, MN 55441 O I (4) 3/"0 BOLTS CAP PL. 3 16 (763)-559-9100 w Q 3/4 CAP PL. W/ / / o ° N 1 (4) 3/4"0 BOLTS HSS COL., SEE 1 HSS COL. - AnthonyPini BEAM, SEE S2 1 S2 SEE 1 I m SEE COL., PLOTTING 2 HSS COL. SEE 1 GUIDE S2 S2 s2 STRUCTURAL ENGINEER Van Sickle, Allen & Associates 1 SECTION 2 SECTION 3 SECTION 4 SECTION ' CANOF)I DETAIL � CANOF", DETAIL 2955 Xenium Land North Suite 10 54 S4 54 g4 54 54 Plymouth, MN 5544.1 3/4"= 1'-m" 3/4"=1'-fd" 3/4"=1'-�° 3/4"=1'->a" 3/4"=1'-0" 3/4"=1'-0" (763)-559-9100 Reg Silverthorne — ALIGN TO WEST FACE OF WING SEE ARCH. 3 6 5 1 1 WALL BETWEEN BEAM ,SEE t 1'-4" 2'-8" 5'-0" L4x4x3/8x6" LG. 1 S2 1'-g" 8" 1'-4" GRIDS 1B-1C ( ) / 11" AT SIM. " B20LTS TOP &ABOT: 1.1 K/JOIST 2 0 2'-0' 2 -0 1-1/2x22G iv JOIST, SEE 1 L3x3x 1/4 MTL. DECK S2 j CONT. JOIST 2-1/2x2-1/2x 1/4 PL.3/8x 12" HSS COLS CONTINUE. I m N 4" BRICK TO ROOF BEAM j ANGLE DECK BRG BRIDGING4 K BRG.DEC N L4x4x3 $ SEE S4 @ SUPPORT ANGLE SEE S4 • I I I I / N 0 m `- j I N W 0) \ I A 1 I 9 SEE ARCHFOR FINISH m N ---- W 12 SEAL: ` • 3/16 .__.�_ 1/4 I (2) 3/4"�D BOLTS N — — — — FINGER TIGHT I. CEILING �, tr •,� W/ SELF LOCKING NUTS BEAM, SEE 1 _.:— - BEAM, JOISTIse ��',; 2 3 Sx6x6 PL S2 FOR CAP PL EL. 115 -7 3/4 L2x2x1/8 SEE 1 • I '";fif W/ (2) 13/16x1 7/8 WELD ALL AROUND SEE 6 X BRIDGING S2 �BEAM SEE '. bld -r rg '3 t i VERT. SLOTTED HOLES S4 CONT. S2 1/4 L3x3x1 4 • _} / AT SUPPORT � � �°}- " HSS 8x4x3 16 3 Sx3 STIFF. PL 1 - —HSS COL., SEE 1 ( / EA SIDE I j HSS4x4x 1 4 r S2 HSS COL., SEE " 3/4 x7x 12 e S2 BEAM, SEE S2 CAP PL. W/ HSS }. ;{1 '4 (4) 3/4"P� BOLTS - , HEREBY CERTIFY THAT THE PORTIONS HSS COL., SEE@1.2 OF THIS TECHNICAL SUBMISSION S CTION C,4NOfi='1� D T ILr;-� C�4N0�'�' D T, fL S CT(ONi BEARING MY SEAL AND. SIGNATURE 8 12� 11 C,�,NO�'�I' DETAIL Irl2 C�4NO�',I' D ,_ L WERE PREPARED BY ME OR UNDER • - MY SUPERVISION AND RESPONSIBLE 5� 54 "_ 54 54 S4 CHARGE: I'AM A DULY<REGISTERED 3/4 - 1 0 3/4 -1 m 3/4 -1 0 �3/4-=V-0" - 3/4 - I m 3/4'= 1'-0 ENGINEER UNDER THE LAWS OF GRID GRID 2 E • THE STATE OF MINNESOTA. G REG SILVERTHORNE WELD EA 'SIDE WELD EA SIDE 5„ 8" OF JST PER 91 — OF JST PER SJI8„PECIFICATION SPECIFICATIONS 3/8" STIFF. ,• S PL. EA. SIDE 1 0 $ SIGNATURE , fi j j 1/2„0 HY15O . I L1x1x1/8x5'-8" .:, @ 18 O.C. � iIN C14 - _ -- - - - - = - N JOIST TO JOIST N• _ „ ; ; DATE ISSUED LAY IN FLUTES _ 15021 m iw .C m w C REG. NO. • 4: - - BEAM N `.; N L3 1 2x3 1 2x 1/4 BEA r„„.':•. / / ..,,� JOIST JOIST SEE 1 SEE 1 L4x4x*1/4x6 LG. , CONT. . • S2 S2 •, "� @ 48 O.C. #5 .@ 48" O.C. 1/8 1/8 FULL LENGTH SEE, 1 I I SEEM 1 L5x5x5�16x0 �6 W/ (2) #4 ` STEEL BEAM, � �� S2 I I S2 13/16 x1 7/8 VERT SLOTS FOR ADDN'L #5 @ 48" O.C. IUN/TEDST�TES I I LATH INFORMATION POSTAL SERWCE 3/4"x8x13 3/4"o A307 @ 48" O.C. SEE 15 CAP PL. W/ FINGER TIGHT ONLY S4 (4) 3/4.,0 BOLTS W/ SELF LOCKING NUTS • HSS COL., SEE S2 PRIOR - LAKE . ,. . ., SECTION SECTION SECTION 6 CT(O>�1 S CTfON SECTION MPO 13 14 1� 1(0 1� 18 54 54 54 54 54 . 54 - 3/4"= V-0" 3/4 1'-sa" 3/4"= 1'-�" 3/4"=1�-�" 3/4"=1'-0 3/4' =1'-0" 16887 DULUTH. AVE. SE PRIOR LAKE, MN 22 Z 3 3/8" STIFFENERS (10) 3/4"0 TO S4 Q 1 c EA. SIDE THUGS: A325 BOLTS ALIGN4EA. JOIST � #5 @ 48" O.C. • (2) #4 �4 + 7'-1" O.C. Q L3x3x 1/4 N @ 45' MAX. DECK BRG. 1 - - - - m vwi N W21 ROOF BEAM - - - - - - - I ANGLE, SEE S4 - - - - - - - - - C6x8.2 ONE SIDED N ,. " ' CONN. THIS BM. .----- — 3/8 x6, PL. ,. „ BRGCOPE FOR 1/4 �- O 11 9 W21 C6 BEYOND, SEE 6/S2 USPS PROJECT NO. Y86856 3/16 PL 3 8x6xO'-6" CLOSURE j • p - _ / C6 FRAMING, BEAM, N W14x68 C4x5.4 1/4 TYP. TRACK SEE 1 SEE 1 SHEET TITLE: O \ N 1/4"x4" BENT PL. j S2 S2 VERIFY '� WELD TO BM. AND C4 I - 12'-11 1/2" . VERIFY Wit• W18 ROOF DETAILS o � L2x2x3/16 2 1/2"0 • 1 1 2"x22 GA. 1/4" GUSSETS STD. PIPE N / MAIN ENTRANCE I - W12x16 W10x15 DECK • o w 3/16 CANOPY-SEE ARCH I MTL. PNL. • (2) #5 ,y a I L2x2x3/16 SEE ARCH L6x4x3/8 • -P. W/ 5/8"0 BOLT EA.. END � 13/16x1 7/8 VERT SLOTS 3/4'0 -EXP. • 0 5/8"� ,BOLT � I• SLOTS 2'-0" O.C. REVISIONS: W14x68 20 .-- PLYWOOD DECK - i L5x3x3/8xO'-6" SEE ARCH. r� S4 8 3/16 L3x3x1 4 CONT. N N0: DATE: BY: CEILING W 2 3 4 BOLTS C8x 18GA FURRING / I / ( ) / I L STUDS @ SEE ARCH i- 16 0.C. PC W10x49 1/4" CONT. PL. � Uj -12" CMU ONE SIDED CLIP W14x68 2 1/2"0 STD. PIPE > 1/2x4 1/2" STIFF ON END PURLIN PC W10x49 > MC8x2O j PL. EA. SIDE EA. SIDE THUS: w OL VERIFY 8" 3'-7 3/4" 1/4' STIFF 2 0 HOLES 3/4x 1 Ox22 PL. fOR ELECTRICA 3/4" VERIFY (2) W14x68 COLS. @ 12'-4" O.C. C8x1.1.5-TYP. MC8x2O AT HANGERS 1J SECTION r2O� DETAIL 21 SECTION 22 SECTION 23 SECTION 54 _ 54 54 ' 54 54 "_ 1 _ PROJECT NO: 981.1.0-15 . 1/2"= 1'-O�" 3/ • DRAWING DATE: 11/29/00 DRAWN BY: FJV CONSTRUCTION SET S 41 , SHEET OF 5 FILE: 200049S4.DWG - COPYRIGHT H CMA P.A. 2000 tv - .. . ARCHITECTURE PLANNIN.j DESIGN ^g - • CMA, ` P.A. - NORTHWESTERN BUILDING RI RI 3 p M 219 N. 2ND ST., SUITE 301 40'-0" s5 S5 17'-5 1/2" ' ; . _MINNEAPOL6s2 M338 56677 PHONE: 5401 ao °p g SIM. (VERIFY) FAX: 612 338--2995 r N C • � E-MAIL: infoC�9cmarch.com o W21 1 CONTACT: 8 HSS COL., SEE y s� CONSULTANTS: I o \I \ASS+ I I HSS BRACE SEE N N _ ��� s+�� X �s+� X 3/16 CIVIL ENGINEER `x R `D Van Sickle,� � 4 \ Allen & Associates v \ Cn 4 2955 Xenium Lane North Suite 10 w Cn S5 i N t _ � = S5 i Plymouth, MN 55441 cc o z a i I I I OPP. W.P. I I t (763)-559-9100 LU o� ° v=i I I Anthony Pini PLOTTING o — / I I i GUIDE d \ W.P. I 1 �� 3/8" GUSSET PL. STRUCTURAL ENGINEER t Van Sickle, Allen & Associates o ` I I i 3/8" GUSSET PL. t 2955 Xenium 'Lane North Suite 10 -- 3/16 Plymouth, MN 55441 (763)-559-9100 I I :-Fy) SLOT TUBE ( ( Reg Siiverthorne . � FOR GUSSET — BASE PL., A. BOLTS AND GOUT SEE 6 3/16 6 S1 5F3 ,.AGING ELEVATION GRID 1. E TO F E3FAG ING ELEVATION GRID G I TO 2 GRID 5. LOOKING SOUTH 3 DETAI,(•_ 4 DET�, IL. 1 GRID �4 2 TO 2.cJ 2 S5 • 85 I it 55 it 1 it S5 3/4"= 1'-m° 2• ROWS. 1/2" SEAL: EXP. BOLTS c , STAIRg ,�9d. SEE ARCH 16" O.C. STUDS BACK TO BACK 3 p DECK, B 2 ORM O.C. E „ W Y ,(IFS , �3 qt t W, 3" CONC. SLAB � SEE SECTION 10/54 FOR JOISTS REINF. W/6x6xW1.4 �� le tc�t xW1.4 WWF \ " 2#5 WEB STIFFENER LONG SPAN SIDE ONLY 2,_�,. I HEREBY CERTIFY THAT THE PORTIONS 2 SCREWS PER STUD 12" CMU OF THIS TECHNICAL SUBMISSION 1 1/2 x2OGA CR BEARING MY SEAL AND SIGNATURE CHANNEL BRACING. WERE PREPARED BY ME OR UNDER MID HEIGHT. OF WALL TYP. WALL TIES 16" O.C. MY SUPERVISION AND RESPONSIBLE CHARGE. 1` AM A-DULY REGISTERED ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. T 2 #4 IN CONTINUOUS BOND BEAM E . � RT I AIL_ g DETAIL. R� ' r 55 _ _ 3/� #5 U 48" ABOVE DOORS 3/4 1 O SIGNATURE WALL STUDS REINFORCE EACH VERTICAL DATE ISSUED AND FLR JSTS . CORE 1 #5 FOOTING TO TO ALIGN 22g GALVANIZED' CORRUGATED ROOF BEAM 15021 16 O.C. WALL SHEATHING TIES IN `HEAD JOINTS ...,... REG. NO. 1 2" METAL SEE ARCH. 16 O.C., 'FIELD WELD TO TUBE DECK, SCREW 12" O.G. TRACK RUNNER HSS 16x4x3/16. DOOR 'FRAME CLOSURE 16GA RUNNER NOTE: AT MAN DOOR ,.•. „i 4 TRACK (2) C6x16GA USE BLOCK .HEADER HEADERS I 2 5 .& 6x6x3 8L . • # / •,.�•, HSS 16x4x3/16 JAMB FOR BRICK. EXPANSION <• 3" O/A SLAB SCREW EA. DOUBLE I• I BOLT TO CMU 5/8"0 STUD STUDS AT _1�1_ 6 12 O.C. UNITE®StATES WEB STIFFENER JAMBS S5 POSTAL SERVICE s DT�41 � Im DET�41L. 5 SECTION 6, J, r15 DETAIL_ PRIOR LAKE 55 , - - pMPO 55 3/4 - 1 O 3/�• -I O S5 3/4"= 1'-Q>� 3/4°= I'-sa" . 16887 DULUTH AVE. SE PRIOR LAKE, MN, USPS PROJECT NO. Y86856 SHEET TITLE: DETAILS REVISIONS: NO: DATE: BY: -. PROJFOT N�JR 98110�-15 DRAWING DATE: 11/29/00 DRAWN BY: fJV CONSTRUCTION SET S51 . SHEET 5 OF 5 FILE: 200049S4.DWG - COPYRIGHT CMA, P.A. . 2000 11 ARCHITECTURE PLANNING DESIGN CD MECHANICAL ABBREVIATION S FIR FLOOR REGISTER REQ'D. REQUIRED _ CMA, P.A. F_ F.S. FIRE SPRINKLER RF RETURN FAN PIPING SYMBOLS NORTHWESTERN BUILDING W ABV, ABOVE FSK FLOOR SINK RH RELATIVE HUMIDITY W DOMESTIC WATER SERVICE G GAS 219 N. 2ND ST., S'UITE 301 AC AIR CONDITIONING . FOOT OR FEET RHC REHEAT COIL F FIRE PROTECTION WATER SERVICE IG INTERRUPTABLE GAS MINNEAPOLIS, MN 55401 cn FT O PHONE: 612 338--6677 I ACU- AIR CONDITIONING UNIT FTR- FIN TUBE RADIATION RHW RECIRCULATING HOT WATER FS FIRE SPRINKLER FG "FIRM GAS Q o FAX: 612 338-2995 d A.D. AREA DRAIN FHP FULL HEIGHT PARTITION RG RETURN GRILLE SAN SANITARY SEWER CA COMPRESSED AIR E-MAIL: info@cmarch.com 0o A.F.C. ABOVE FINISHED CEILING FUT. FUTURE RPM REVOLUTIONS PER MINUTE STS STORM SEWER L- > REFRIGERANT LIQUID CONTACT: CHRIS OLSON ' A.F.F. ABOVE FINISHED FLOOR G GAS PIPING RPBP REDUCED PRESSURE BACKFLOW PREVENTER WW WELL WATER -F--S REFRIGERANT SUCTION A.L. ACOUSTICAL LINING GA. GAUGE/GAGE RPZ REDUCED PRESSURE ZONE BACKFLOW PREVENTER UNDERFLOOR SOIL & WASTE -E--HG REFRIGERANT HOT GAS w AHU- AIR HANDLING UNIT GEN'L. GENERAL RTU- ROOFTOP UNIT BAR UNDERFLOOR ACID RESISTANT WASTE HWS-- >-- HEATING WATER SUPPLY CONSULTANTS: AMU AIR .MEASURING UNIT GF- GAS FURNACE RWL RAINWATER LEADER ABOVE FLOOR WASTE -< HWR HEATING WATER RETURN CIVIL ENGINEER A.P. ACCESS PANEL GPH GALLONS PER HOUR S REFRIGERANT SUCTION AR ABOVE FLOOR ACID RESISTANT WASTE -< HRR HEATING WATER REVERSE RETURN Van Sickle, Allen & Associates APPROX. APPROXIMATE GPM GALLONS PER MINUTE S. SOUTH CDC-- CONDENSATE DRAIN HGS- > HEATING GLYCOL SUPPLY 2955 'Xenium Lane North, Ste 10 AR ACID RESISTANT GRID. GRADE/GROUND SA SUPPLY AIR Dom--- DRAIN -E-HGR HEATING GLYCOL RETURN Plymouth, MN " 55441 -2628 (612) 577-9124 ARCH. ARCHITECT/ARCHITECTURAL GR GLYCOL RETURN SAD SUPPLY AIR DUCT 1W > INDIRECT WASTE (OPEN WASTE) CHWS-> CHILL•ED WATER SUPPLY Anthony Pini AS- AIR SEPARATOR GS GLYCOL SUPPLY SAN. SANITARY PID > PUMPED DRAIN --F . CHWR CHILLED WATER RETURN STRUCTURAL ENGINEER BD BLOWDOWN GV- GRAVITY VENT SD SLOT DIFFUSER PW > PUMPED WASTE -F-PC PUMPED CONDENSATE Van Sickle, Allen &, Associates B.F.F. BELOW FINISHED FLOOR H. HIGH SF- SUPPLY FAN, - -V- - - ABOVE FLOOR VENT STM > STEAM 2955 Xenium Lane North, Ste 10 Plymouth, MN 55441 -2628 BFV BUTTERFLY VALVE HB HOSE BIBB SR SUPPLY REGISTER - - -AR- - ABOVE FLOOR ACID RESISTANT VENT -<- -LPR- - - LOW PRESSURE CONDENSATE RETURN (612) 577-9130 - BFW BOILER FEED WATER HC HEATING COIL SP STATIC PRESSURE - - -IV- - - ISLAND VENT HPS- - HIGH PRESSURE STEAM Reg Silverthorne BG BELOW GRADE HDG HEAVY DUTY GRILLE SPEC. SPECIFICATION = _ =V= = = UNDERFLOOR VENT -<- -HPR- - - HIGH PRESSURE CONDENSATE RETURN MECHANICAL ENGINEER BHP BRAKE HORSEPOWER HG REFRIGERANT HOT GAS SQ. SQUARE _ _ =AR= = = UNDERFLOOR ACID RESISTANT VENT CS-- > CORE WATER RETURN Wentz Associates 7300 France Ave. S. STE 330 BLW. BELOW HORIZ. HORIZONTAL S.S. STAINLESS STEEL UNDERFLOOR RAINWATER LINE -CR CORE WATER SUPPLY Edina, MN 55435 B.O.D. BOTTOM OF DUCT ELEVATION A.F.F. HPR HIGH PRESSURE CONDENSATE RETURN STD. STANDARD ABOVE FLOOR RAINWATER LINE CWS > CONDENSER WATER SUPPLY (952) 831 -1 180 Dan Sieben B.O.P. BOTTOM OF PIPE ELEVATION A.F.F. HPS HIGH PRESSURE STEAM STM. STEAM UNDERFLOOR OVERFLOW RAINWATER LINE -�-CWR " CONDENSER WATER RETURN BOT. BOTTOM HTR. HEATER STS STORM SEWER ' ABOVE FLOOR OVERFLOW RAINWATER LINE CGS = COOLING GLYCOL SUPPLY ELECTRICAL ENGINEER • Kaeding and Associates BTU BRITISH THERMAL UNIT H-STAT HUMIDISTAT SYS.• SYSTEM - COLD WATER . CGR----•- COOLING GLYCOL RETURN 7300 France Ave. S. STE 330 BTUH BTU PER HOUR HW HOT WATER (DOMESTIC) Z�T TEMPERATURE DIFFERENCE - - HOT WATER FOS-->- FUEL OIL SUPPLY Edina, MN 55435 CA COMPRESSED AIR HWC HOT WATER CIRCULATED TEMP. TEMPERATURE - -- RECIRCULATING HOT WATER -< FOR Scott -0317 FUEL OIL RETURN Scott Hutchins CC- COOLING COIL HWR HOT WATER RETURN TF- TRANSFER FAN ' TW TEMPERED WATER A MEDICAL COMPRESSED AIR LANDSCAPE ARCHITECT CD CEILING DIFFUSER HWS HOT WATER SUPPLY THRU THROUGH _S _ _ SOFTENED COLD WATER N NITROGEN Sanders Wacker Bergley, Inc. CFH CUBIC FEET PER HOUR HX- HEAT EXCHANGER OR CONVERTOR T.O. TAKE-OFF HARD- HARD COLD WATER 0 OXYGEN 365 East Kellogg Blvd. St. Paul, MN 55101 CFM CUBIC FEET PER MINUTE I.D. . INSIDE DIMENSION' T.O.D. TOP OF DUCT ELEVATION A.F.F. DI DEIONIZED WATER N20 NITROUS OXIDE (651 ) 221 -0401 C.I. CAST IRON I.B.S. IN BEAM SPACE T.O.P. TOP OF PIPE ELEVATION A.F.F. 140- - 140' HOT WATER CO2 CARBON DIOXIDE Larry Wacker CG CEILING GRILLE I.J.S. IN JOIST SPACE T & P TEMPERATURE AND PRESSURE 180 -- 180' HOT WATER TGE TRACE GAS EVACUATION CHWR CHILLED WATER RETURN INV. ELEV. INVERT ELEVATION T-STAT THERMOSTAT VAC VACUUM CHWS CHILLED WATER SUPPLY I.T.S. _ IN TRUSS/TEE SPACE TSP TOTAL STATIC PRESSURE VALVES. FITTINGS & APPURTENANCES DUCTWORK SYMBOLS t C.L. CENTER LINE IW INDIRECT WASTE TW TEMPERED WATER ® FIRE DAMPER CLG. CEILING OR COOLING L REFRIGERANT LIQUID TYP. TYPICAL --I I►--- UNION eJ CMPR. COMPRESSOR LAT LEAVING AIR TEMPERATURE U.F. UNDERFLOOR SHUT-OFF VALVE COMBINATION SMOKE/FIRE DAMPER CWR CONDENSER WATER RETURN LAV. LAVATORY UH- UNIT .HEATER T-�' --- GATE VALVE I HEREBY CERTIFY THAT THE PORTIONS SUPPLY DUCT UP OF THIS TECHNICAL SUBMISSION CWS CONDENSER WATER SUPPLY L.D. LINEAR DIFFUSER UR URINAL - OUTSIDE STEM & YOKE VALVE BEARING MY SEAL AND SIGNATURE C.O. CLEAN OUT L.F. LINEAL FEET V. VENT —^�i- CHECK VALVE WERE PREPARED BY ME OR UNDER • LONG OR LENGTH VAC VACUUM BALANCING VALVE RETURN OR EXHAUST DUCT UP MY SUPERVISION AND RESPONSIBLE CONC. CONCRETE LG. LO -{�GI--- CHARGE. I AM A DULY REGISTERED ENGINEER UNDER THE LAWS OF COND CONDENSATE LP LIQUID PROPANE VAV VARIABLE AIR VOLUME STOP & WASTE VALVE x!, SUPPLY DUCT DOWN THE STATE OF MINNESOTA. CONN. CONNECTION LPR LOW PRESSURE CONDENSATE RETURN VCP VITRIFIED CLAY TILE PIPE --p'Gt-- SOLENOID VALVE CURTIS -H. WENTZ CONST. CONSTRUCTION LPS LOW PRESSURE STEAM VERT. VERTICAL '�' 2-WAY CONTROL VALVE RETURN OR EXHAUST DUCT DOWN A T VFD VARIABLE FREQUENCY DRIVE 3-WAY CONTROL VALVE CONT. CONTINUATION LSD LINEAR SLOT DIFFUSER CONTR. CONTRACTOR L.T. LAUNDRY TUB V.S. VENT STACK _ THERMOSTATIC MIXING VALVE - -Q MOTORIZED DAMPER SIGNATURE . CONY- CONVECTOR MAU- MAKE-UP AIR UNIT V.T.R. VENT THRU ROOF GLOBE VALVE - BACKDRAFT DAMPER 11/29/00 -war-- DATE ISSUED CID CONDENSATE PUMP MAX. MAXIMUM W WATER SERVICE ..� . / • ^P" PRESSURE REGULATING VALVE / \/- �[] OPPOSED BLADE CU- CONDENSING UNIT MBH 1000 BTU PER HOUR W. WEST WATER REGULATING VALVE TT'/ 7Z " PARALLEL BLADE 6797 �1-1 REG. N0. CUH- CABINET UNIT HEATER MFG. MANUFACTURER WC WATER CLOSET ( GAS PRESSURE REGULATOR SUPPLY AIR DIFFUSER CW COLD WATER (DOMESTIC) M.H. MANHOLE W.C.O. WALL CLEANOUT -{�-- BALL VALVE D. DRAIN MIN. MINIMUM WG WALL GRILLE • BUTTERFLY VALVE D & T DRIP & TRAP • MOT. MOTORIZED W.H. WALL HYDRANT ^��- RETURN OR EXHAUST AIR GRILLE I TEMPERATURE & PRESSURE RELIEF VALVE �I DEMO. DEMOLITION MS MOP SINK WH- WATER HEATER BACKFLOW PREVENTER DF DRINKING FOUNTAIN N. NORTH WL- WALL LOUVER 10"0� ROUND DUCT REDUCED PRESSURE BACKFLOW PREVENTER DFS DRY FIRE SPRINKLER NAT. NATURAL GAS W.S. WASTE STACK RECTANGULAR DUCT DG DOOR GRILLE N.C. NORMALLY CLOSED WT. WEIGHT x PIPE ANCHOR 10xi 2 (FIRST FIG. IS SIDE SHOWN) — — PIPE GUIDE UNITED STATES DIA. DIAMETER N.O. NORMALLY OPEN W/ WITH - . - NI N0. NUMBER W 0 WITHOUT - - -�- - - STEAM TRAP MANUAL BALANCING DAMPER POSTAL SERVICE • D.I. DEIO ZED / FLOW MEASURING STATION DMPR. DAMPER N.T.S. NOT TO SCALE W-W ENC, WALL TO WALL ENCLOSUREI� FLEXIBLE DUCT CONNECTION DN. DOWN O.A. OUTSIDE AIR WW WELL WATER �- STRAINER p p E. EAST O.D. OUTSIDE DIMENSION Z- ZONE FLEXIBLE PIPE CONNECTOR y P R I.O R LAKE . El ACCESS PANEL . EA. EACH OFRD OVERFLOW ROOF DRAIN (SIZE AS REQUIRED) MAIN POST OFFICE EAT ENTERING AIR TEMPERATURE OFRWL OVERFLOW RAINWATER LEADER SHOCK ABSORBER EF- EXHAUST FAN OPNG. OPENING GENERAL SYMBOLS PRESSURE GAUGE SQUARE TURN DUCT ELBOW 1 WITH TURNING VANES ELEC. ELECTRIC O.S. & Y. OUTSIDE SCREW & YOKE ELEV. ELEVATION P- PUMP O3 NUMBERED NOTE I THERMOMETER RADIUSED DUCT ELBOW WITH RADIUS - 1.5 X WIDTH 16887 DULUTH AVE. SE ENCL. ENCLOSURE �(' PRESSURE" DIFFERENCE 103 ROOM NUMBER AIR VENT OF SIDE SHOWN . PRIOR LAKE, MINNESOTA ER EXHAUST REGISTER PCD PERFORATED CEILING DIFFUSER REVISION (N0.1) [LIB ESP EXTERNAL STATIC PRESSURE PC PUMPED CONDENSATE FLOW ALARM 0 DIAMETER OR ROUND • ET- EXPANSION TANK PCW PROCESSED COLD WATER ® FLOOR SINK EWC ELECTRIC WATER COOLER PHW PROCESSED HOT WATER @ AT ® AREA DRAIN CONICAL BRANCH TAKE-OFF CONNECTION EWT ENTERING WATER TEMPERATURE P.H. PENTHOUSE < ANGLE ® ROOF DRAIN EXH. EXHAUST PRV POWER ROOF VENTILATOR FIRE SPRINKLER HEAD SYMBOLS FLOOR DRAIN 45' ENTRY BRANCH TAKE-OFF CONNECTION USPS PROJECT NO. Y$6.856 EXP. EXPANSION PRV PRESSURE REGULATING VALVE C.O. I CEILING/WALL CLEANOUT WITH FILLER PIECES AT CORNERS EXIST. EXISTING PSI POUNDS PER SQUARE INCH o UPRIGHT OR PENDENT HEAD C.O. FLOOR CLEANOUT RIGID SHEET METAL BRANCH DUCT F & T FLOAT & THERMOSTATIC PSIG PSI GAUGE © SEMI-RECESSED PENDENT > SHOWER HEAD WITH FLEXIBLE AIR DUCT EXTENSION F- PLUMBING FIXTURE PVC POLYVINYL CHLORIDE Q RECESSED OR CONCEALED HEAD C CAPPED PIPE DI DIFFUSER. DUCT SAME SIZE AS DIFFUSER NECK SIZE. F.A. FREE AREA PW PUMPED WASTE 14 FREEZEPROOF SIDEWALL HEAD DIRECTION OF FLOW SHEET TITLE: FCO FLOOR CLEANOUT RA RETURN AIR b SIDEWALL HEAD I TOP TAKE-OFF TRANSITION • (20' MAXIMUM ANGLE) F.D. FLOOR DRAIN RAID RETURN AIR DUCT PRE-ACTION PENDENT Q- RISER MECHANICAL LEGEND FD/FS FLOOR DRAIN WITH FUNNEL STRAINER RAID. RADIATOR CONTROL SYMBOLS v BOTTOM TAKE-OFF ACOUSTICALLY LINED DUCT & ABBREVIATIONS FD FIRE DAMPER RCP REFLECTED CEILING PLAN D--�--- PIPE DROP FDV FIRE DEPARTMENT VALVE RCP REINFORCED CONCRETE PIPE THERMOSTAT OR TEMPERATURE SENSOR ; .----G-}-- PIPE RISE F.F.E. FINISHED FLOOR ELEVATION RCVR. RECEIVER HUMIDISTAT OR HUMIDITY SENSOR DEMOLITION SYMBOL FL. FLOOR RCD ROUND CEILING DIFFUSER QS TEMPERATURE SENSOR DIFFUSER DESIGNATION CODE . REVISIONS: FMS FLOW MEASURING STATION R.D. ROOF DRAIN co CARBON MONOXIDE SENSOR 24 06-�--INDICATES NECK SIZE DIAMETER IN INCHES MECHANICAL ITEM TO FPM FEET PER MINUTE RE- RETURN EXHAUST FAN TIMER SWITCH BE REMOVED RECIRC. RECIRCULATING SP STATIC PRESSURE SENSOR INDICATES SQUARE DIFFUSER SIZE IN INCHES NO: DATE: BY: DIFFUSER DESIGNATION CODE 24 12 06 — INDICATES NECK SIZE DIAMETER IN INCHES INDICATES SQUARE DIFFUSER EFFECTIVE AREA DIMENSION IN INCHES INDICATES SQUARE DIFFUSER OUTSIDE DIMENSION IN INCHES NOTE: GENERAL LEGEND. ALL ITEMS LISTED MAY NOT APPLY TO THIS PROJECT DRAWING INDEX : . PROJECT NO: 981 10-1:5 M0. 1 MECHANICAL LEGEND & ABBREVIATIONS . DRAWING DATE: 1 1/29/Op M 1 •. 1 MECHANICAL HVAC PLANS DRAWN 'BY: TEL c ' M 1 .2 PLUMBING & PIPING PLANS M 1 .3 MECHANICAL ROOF PLAN, D M 1 . 4 • FIRE SPRINKLER PLAN . M2. 1 PIPING DIAGRAMS & DETAILS • M AMU Q M2.2 EQUIPMENT SCHEDULES [VI N SHEET 1 OF 7 FILE: 00040A 0 Col" STR. UCTION SET 11 / 29 / 00 cv COPYRIGHT CMA, P.A. 2000 �.. - .. l NU>' 5ERED NOTE5. GENERAL NOTE5. • ARCHITECTURE PLANNING , DESIGN j TOILET Ol DISCHARGE YAV-BY-PA55 UNIT INTO CEILING SPACE, I. ALL DUCTS SMALL BE CONCEALED ABOVE SUSPENDED 'CEILINGS 9. INSTALL FIRE DAMPER WHERE INDICATED BY "®" CMA, P.A. 4 203 AND WITHIN SOFFITS. NORTHWESTERN BUILDING . 30X16 SUPPLY AIR DUCT DN. FROM RTU-1, 10, LOCATE VAV CONTROL BOXES WITH A MINIMUM 18�� CLEAR 219 N. 2ND ST., SUITE 301 2. CEILING SPACES 5HALL FUNCTION AS RETURN AIR PLENUMS. ACCESS FOR MAINTENANCE. MINNEAPOLIS, MN ' 55401 l 10x6 RG t=._ I j 6m ER O 40x14 RETURN AIR DUCT UP TO RTU-I. ACCOUSTICALLY CORRIDOR PARTITIONS AND FULL HEIGHT PARTITIONS WILL DEFINE PHONE: 612 338_6677 m �= FAX: �612� 338 2995 o 1 LINE ENTIRE LENGTH. PLENUM SPACES. oT vAv-1 I E-MAIL: infoC�cmarch.com o CONTACT: CHRIS OLSON PROVIDE MANUAL BALANCING DAMPER IN DUCT DROP 3., INSTALL ACCOUSTICALLY LINED AIR TRANSFER DUCTS TNRU FULL N 10x8 EXHAUST DUCT _ I TO DIFFUSER HEIGHT PARTITIONS. . JI UP TO EXHAUST FAN- � Z F�-I ON ROOF. 7 -10x6 SIRI O5 20x14 SUPPLY AIR DUCT DN. FROM RTU-2. 4. BRANCH RUNOUT5 DUCTS TO DIFFUSERS SHALL BE ROUND SAME CONSULTANTS: Ld 250 CFM I 51ZE AS DIFFUSER NECKS, UNLESS NOTED OTHERWISE. TAKE-OFFS � 10x6 SUPPLY DUCT • REFER To IA12 i ® 30x12 RETURN AIR DUCT UP TO RTU-2, ACCOU5TICALLY SHALL BE CONICAL TYPE. CIVIL ENGINEER FOR CONTINUATION INSPECTIONS Van Sickle, Allen & Associates OFFICE LINE ENTIRE LENGTH. �ml 5. EXPOSED DUCTS SHALL BE R.jGID SHEET METAL. 2955 Xenium Lane North, Ste 10 30x16 SUPPLY AIR DUCT DN. FROM RTU-3. O Plymouth, MN 55441 -2628 (612) 577-9124 (o. FLEXIBLE DUCTS SHALL NOT EXCEED 60 INCHES IN -LENGTH. Anthony Pini ® 40A4 RETURN AIR DUCT UP TO RTU-3. ACCOU5TICALLY STRUCTURAL ENGINEER North LINE ENTIRE LENGTH. `i. PROVIDE MANUAL BALANCING DAMPER IN BRANCH TAKE-OFF TO Van Sickle, Allen & Associates 2 U HVAG _ EACH SUPPLY AIR OUTLET. 2955 Xenium Lane North, Ste 10. OFFICE O9 30x16 SUPPLY AIR DUCT DN. FROM RTU 4. PI mouth, MN 55441 -2628 M1.1 SCALE: 1/8 =1 -0 S. INSTALL TURNING VANES IN ALL SQUARE TURN ELBOWS. (612) 577-9130 0 2 4 6 8 12 f6 24 10 40x14 RETURN AIR DUCT UP TO RTU-4. ACCOUSTICALLY Reg Silverthorne Graphic Scale LINE ENTIRE LENGTH. MECHANICAL ENGINEER Wentz Associates 11 DROP SUPPLY AIR DUCT DOWN TO S'-0" A.F.F. Edina, France Ave. S.. STE 330 Edina, MN 55435 (952) 831-1 180 Dan Sieben A B �G� D E-7- - F �{� ELECTRICAL ENGINEER kaeding and Associates i France 55435 Edina, 952 831 0317 -__-_-_--., _-----_---------� _..._. --_ - - -- L--1 -- -- Scott Hutchins tt 1 { , LANDSCAPE ARCHITECT . Sanders Wacker Ber le inc. i ' j - - - - -- __.- 365 East KelloggBlvd I ! ` � , ( � _.. � ;i : •- , � St. Paul, MN 55101 651 221 -0401 tN. ! I i i ___..� , Larry Wacker — - - - - - - - - - - - - - - - - I - - - - - - - - - - - - - _.. - - - - — __ - - - _ .- - - .- - --- - - - — — — — ' i } 6x4 ER _ _ STAMPED ENVELOP , UP- �+ 102 i 200 8x4 ER BTORJaCxE 130 CFM -- 2406 CD 2406_CD - 24x4 1 [lOO �I �• POSTMASTEt� 115 CFM l 100 GFM I i i I VAY ,.. . - �. _ 10110 _ �� •. - REFER TO ! 1 CARRIER j HEREBY CERTIFY THAT THE PORTIONS BY-PASS 2/MI.I FOR VESTIBULE: I I OF THIS TECHNICAL SUBMISSION UNIT YAV-2 - ( CONTINUATION ( I a 121 I BEARING MY SEAL AND SIGNATURE 10x8 {{ O 10"� 10"� to"� l0"4 I WERE PREPARED BY ME OR UNDER lox6 EXH. f :f ___ 10x6 I _ — _ j MY SUPERVISION AND RESPONSIBLE 24x6 -- ! AvA ( DUCT UR - 1 CHARGE. I AM A DULY REGISTERED RISE `� 10 ROOFTOP I THE ENGINEER STATE OF MER THEALAWS OF '~`d ` TOILET rr_ UNIT RTU_4 RRIDQR { CURTIS, H. WENTZ /1 BY-PASS �, „ 10 � UNIT YAV-I G 1 _ � 20110 I .� ��a t. 1 / ICE �� ; 10°a 10"0 {II) 10N RCD 10°m i ( SIGNATURE 345 CFM EA. - - -U 10"0 tUQf ROOM 00 10 j` 36X24 RETURN 10 112 i DATE ISSUED - 12xl%,�` \ , f I0x8 OPENING ON TOP OF DUCT 6797 _.._. 10x8. , ,!(2)2406 CD 150 CFM EA. i(1)2406 CD �, 1 r " y : �\ RTU-4 185CFMEA � ❑ ❑ o ._ L7 - - - - - - - - - - - - - - - - -II- - - - - - - - - - - - - - � _ - - - - - - - - - - - - - - - - - - - - - - .- - - _ - - - - 16x1b ,� .. SERVICE. 'LOBBY UNITED STATES �... RUN GAS vENT PIP POSTAL SERVICE f j E .. : _I STOI'.E !-t 4ox14-�/`�- �� . '\, ; ,._ RADIANT TH12U REFUSE RODM. J I f ROOFTOP HEATING MOUNT VACUUM IABOVECEILING] e I I OPENIh1Cs / UNIT RTU-I YAV '`:'� rs SYSTEM PUMP TO IUALL ( ° Q 11 BY-PASS I -.► PRIOR LAKE 20x16 ' UNIT YAv-3 r, 30x16 �,; 3 RYH-I PLATFO�"i (10) ION MEA I- - - - - - 126 1 . RTu-! POSTAL I MAIN POST S T OFFICE 2 WOE ROOM EQUIP- 1 DEFUSE 2406 CD i 128 �125 13o CFM 1 1 ° UP ., vAv-3 I T 4 10�x8 . I BURNER BURNER - ------------ ------- j h 10"0 Im"� w OPNG. I I ° 16887 DULUTH AVE. SE c;, r 16x16 lox8 RG I ' 1 PRIOR LAKE, MINNESOTA 1 BOX k 14 m 1ox IoxB _ LOBBY :. 14x14 8 RG -"mil`-_x R3 i I 1 ° �I1_1 , '� Sx8 6x4 SR i I ___ _- v -" l0 CFM ' 5� -- - __ _ - - D d14x24 `�` �� 22"� i ° ° ° o ° ° GCS. f4x14 10x8 Res -*./� 10x8 Fn ° ° -------------------- _ . USPS PROJECT N0. Y86856 , \\ ° ' �,• ` /f 1 CUSTODIAL ° ° .�` a 6x4 SR SUPPLIES �, �v. ,i°i 10 CFM 124 ` � 14x12 10"� to"� j POSTAL VES I ULE`� `� �\� 12x12 ' -I 14�� Sx8 11 Sl1PP�IBS > `\. 6x4 SR SHEET TITLE: 6o CFM �`�' , , ` 26"0 24x14 RG - _ _. _ _ } _ ___ _ -- ; -- _ _ _ ❑ ' . 48" BELOW s-(2) 1mX8 R3 H VA C PLAN <\ 46x20 ROOF-DECK ELECJGEN. ° 14x12 I ROOM UP 10x6 ER 16x14 UP JAN. 10x8 (8)2406 CD `:i' 300 CFM RTU-3 10x8 TO�F=2 118 121 12x8 12x8 RET. 185CFM i�. _ - - - - - - - - 10x8 - - - - - �- - - - --- --- --, OPENING 10x1m EACI-1 �: I QT -2 - _ Q � I-. NING 1 _ 1 _l.._ -.•----J 8 ER j 6 IX EMPLO- ; (��'�-Sx8 UP i � 0 FM v5r. o F�-3 I REVISIONS: j �. . ., -- 1 I ROOFTOP 24x24 (' _ �_ -- - �� — I 8"b fTYP.) ! l loXlO ! i r i JJ UNIT TU-2 N0: DATE: BY: 2 P I, ;r.a JJ- - 3Oxl2 FRET. _ 12x1 10x10 ROOFTOP j � �- i -•. •( 1 OPENING UNIT RTU-3 i•' its t 5 �� r _.._. — g _ X (4)2406 CD_ : . . _�. . 24o r... ,„ ,� .. i I �. ,_. 21 CFM 210 ' - 6 2406 CDl- 8x8`- I' ( SO CFM EA. 001E L.. 00•CFM 2 .;. � . 1 2406 CD I f 100 GFM: 14x12 F 14x12 _.: _:14xf4 HEWS : 6x4 SR WOMEN'S - Jl �.C7�ER i--I • j 15 FM '"- LO �' - C 015--3 - la ._l ,Y�s -n� I 11 WOMEN MEN 0 ...... -_:----- _--_---._-- ----- ---- ---- E3LDG. 4 GROUNDS PROJECT NO: 98110-15 DRAWING DATE: 1 1/29/00 DRAWN BY: TEL c -+- North c� 0 2 4 6 8 12 16 24 0 1 ,� 'HVAG FLAN EL Mindo „ „ N : _ Graphic Scale . Ml,l . SCALE. 1/8 l O ph _ N m • SHEET 2 OF ' 7 ,F& A L sCO , FILE. 00040E EL - TRUCTION SET -1 1 29 / 00 N COPYRIGHT CMA; P.A. 2000 4„ UNDERFLOOR WASTE. REFER TO y r------- (- __ _ - — — — — — — — — — — — — ___ — — — _ __ _ - — I/M1.2 FOR CONTIN. , A d F_7 ELEECjGMEN ROO II -r--•._7---,----_.r—_�----r-_—r__-�--_r--__ C.O. 121 ❑ r , C.O. �- - �----1 ARCHITECTURE PLANNING DESIGN 1 2" INSULATED - -- _T _ ____ _ i t( i t JAN. t I 211 CW. REFER ! - f WASTE IN t I ro I/M12 FOR I - u8 1 t C M A P.A. w - -_ _ CLG.. SPACE I t r - _ CONTINUATION F_8 �= -- _ j -- -- _ I , NORTHWESTERN `J31JALDING I---- • -+ -v- -- -- ---- __ —Y- -- �...- - - - - - - - -V- - - -- - - - -- --v_ :—_;— -- -Y- — J �_ 219 N. 2ND ST., �iJITE '301 3/411 Hw UP - I - i - ! - _- d - ._.1 r {----► �r WATER I MINNEAPOLIS MN , �5401 o I I i 411 INSULATED WASTE I j �t r - ��_ f PHONE: 612 338 6677 2 VENT U t r F 5 HEATER �, VE P DOWN FROM ABOVE. WH-2 „ FAX:. 612 3 3 8-2 9 9 5 p 1/2 HW 4" V.T.R. ROUTE SEPARATELY 3"FD. t r i r.__ a _ I 4 Y.T.R _ CD --•, TO MAIN UNDERFLOOR ( TYPE 'A' I i i I WALL I- - ^ ^ _ _ _ CONTACT:info@ HRIS COLSON - - - - - r CLEAN-OUT . -� =- WATER n _ -F" -3 STORAGE WASTE I q ( _ _ J I ff { I I , 1 HEATER _ ' -- -} Imo - , WOMEN'S ' I F_2 Ii WALL wH-I - _ 1 (/ F-2 l� Ir �� I 3/4 VALVED CW, ; \ 1 F-I�� I �. !! `.�. I i( F 3 CLEAN-OUT F-1 _ � LOCKER j.__• �.�, -`:I;,. ff ��-: I -- '�" 'J F_1' _.-;, W -- �. ,,---I ' . .- _ 1� EMPLO. CAP PIPE AT WALL I — - J -� —I__ '� ��f -- : I ' 3/4 HW FF f I 18" ABV.FIN.FLR BLDG. =6 ' L _ _ _ _l . _ V -- - ' Y- CONSULTANTS: ~ _ - - f 1}6 II VEST. 1 GROUNDS �- -� FFI 1 frf- -I i�EN'9 ;. LUNCH LOCKER , I I f 1 il3 114 I (!] : . \ ( , 1' •_ --- CIVIL ENGINEER C.O. 115 _ 4 UPI. F T I I I� „ 3„ FD., / I it (• s[ 1201 i RE ER O r i t __..� _ _ rk . f5TAMPED JAN. I '� _" �.__. ,-a 3 F.D.F T,fiPEA -:, �..,1 __.._i Van Sickle, Allen & Associates I TYPE_A i 2955 Xenium Lane North, Ste 10 •.,; I/M12 FOR GONT. I -_.� � . � "J 1 1 1 � ;! •�., � I •� M, ( -- ' Plymouth, MN 55441 -2628 ENVELOP 1�73 J i WOMEN I MEN Im2 TOILET ( �4 y I _._i __�i 117 I [119� (612) 577-9124 I Anthony Pini 1 - -Y- - - - -- -v_ — - - - -V= --1-1- -1 n / - ---- __ _ _ STRUCTURAL ENGINEER AH I F=4 I I 1 1 I F=4 1%z" CW FROM 1 - - - - -Y- - - - -- - - - - - -V- - - - - -I , �` Fr � �' F-4iE I, 1Van .Sickle, Allen & Associates :, HOSE --_>___ T__r._ _.-T ____--;__r_. �:• .• G.O. —;`.- 1 . 2955 Xenium Lane North, Ste 10 ABOVE. REFER TO I __ ' 1 r r _ `� "" Plymouth, MN 55441 -2628 I/MI2 FOR CONTIN. /' BIBB r__.._L__.�.-_-.; i._._ !_-.�_ / + ( [� - _ _ _ ___l r� (612) 577-9130 \ Reg Silverthorne 2" UF.W. REFER TO 11 -�� �—_ _._ _ MECHANICAL ENGINEER 1/MI2 FOR CONT.—p► __^._ J 311 FD �TO 1/MI2 FOR HY RANT Wentz Associates INV. ELEV. 958.5' 4" WASTE.REFER wA L - 1 TYPE 'A' ; CONTINUATION ; 7300 France Ave. S. STE 330 Edina, MN 55435 FLUM51NGFIFING FLAN 2 Dan Sieben �12 5CALE: 1/4"=I'-0 LU 1N 4 FIFING PARTIAL FLAN • _ _ _ _ _ __ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ ,.._ _ _ _ D 3 � } ELECTRICAL ENGINEER — �12 SCALE.- I/4"=1'-0" - Koeding and Associates . CE) � �G Edina, France Ave. S. STE 330 MN 5 435 (952) 831 -0317 Scott Hutchins LANDSCAPE ARCHITECT 12" Sr RM SEWER Sanders Wacker Bergley, inc. - ' 2 i 4 ' i ' i I ' REFERTO CIVIL I I 365 East Kellogg Blvd. REFER TO 1/4" SCALE I t I I 1 r St. Paul MN. 55101 ' i DRAWING C2 FOR ' ....----.__.r_ ___.,_.__.-- 651 221 -0401 i PARTIAL PLAN 2/MI2 t__ -� ( ) r 1 _ _-C-ONT NUATtOR.- -----_.. FOR CONTINUATION Larry Wacker E ' WALL W LL i , I HYDRANT, HYDRANT I ' -� t i r - - - - - - - - - MENEM - - - - - - - - - - - - - - - - - - - - - - - - - - - - _ _ - - _ _ _ __ _ _ - - - - - - - - - - _ LE INVERT.E V.—�� . REFER TO 4/Mi2 ( I I 1( % I I TERMINATE 1211 OVERFLOW FOR UPPER OFFICE I RAINWATER PIPE 1811 ABV. . ,_._ I ( I. I 12" RWL - _._..I PARTIAL PLAN ( ( FINISHED GRADE. SEE I- I I I' PITCH s 1/8"/FT. STAMPED JAN. r }' " '' _ .� GAR2IER I ( DETAIL 6/M2.1 I HEREBY CERTIFY THAT THE PORTIONS ENVELOP TOILET PITCH AT I/8"/FT. ( C.O.! VE5IIBULE I BOF THIS TECHNICAL EARING MY SEAL AND SBGNIATURE WALL F?O�1 ER 1p2 ( % i©3 144� -`` _yA 'f HYDRANT - 5TO m� I I 12l 12" OFRWL ( WERE PREPARED BY ME OR UNDER - �� I I I !' _ J PITCH 1/8 /FT. i CHARGE. AM AND RESPONSIBLE CHARGE. I AM A DULY REGISTERED � I - WORK ROOM DER HE LAWS OF r 112 I THE STATE OF MINNESOTA, r CURT1 H. WENTZ .�.>< ; ". - - - - -- - ._._ ._ ._ - J J ►- o - 1 jam. ,�f�,r,,7 STOR. CORRIDOR „ I 4 INSULATED i REFER TO -� SIGNATURE r<r. •� ` t - 3/4 DRAIN pOWN FROM YARD HYDRANT I WASTE DOWN-- OR CONT. 1 I 11/29/00 3/411 G.UP TO 11 ON ROOF THRU PIPE' 3/4 RTU_4 ON ROOF I DATE ISSUED �4. ENCLOSURE ENG SURE , D -D `,' i G _ 3/4" CW UP ( " VENT - - r I------ 2 " 6797 ... „ TOF--9ON I - - - - -- -- u tf' _- ? I REG. N0. 1 , i ' i 3/4 G. „ �-- —V— — —V—— — — r_..'_ — 1 — SERVICE 10 RWL 1m OFRWL 12 RWL 1211 OFRWL I I 1'i2" INSULATED ' 1 =- v 3/4 ROOF �i „ „ t_ 1; F_4 OILEI ' IOl 3/4 DRAIN DOWN TO C1 -- ' i F=l PITCH m I/8 /FT. PITCH 118 /FT. 10 RWL 10„ OFRWL PITCH g 1/81'/FT. PITCH g 1/8"/Fr: I WASTE PIPE _ _ 2©3� ` WATER COOLER \ \ ' , CONNECT TO UPSTREAM ' PITCH I/8"/FT. I ` -' PITCH 19 1/8"/Fr. G.O. I C.O. / ,1 INV. ELEV. 96m0 SIDE OF WASTE TRAP C.O. Y— - I 3/4 HW UP s - 2� - _ -- - - I `� f i \�� / 0 O F l - - - - - - - - - - - - - - - - - - - - - - - - - - WALL I FROMBELOw 1011RWL -� - - - - - HYDRANT / YDRAN OFRWL -3/411 21, UF.w. 211 V.T.R L _ RWL 3/4" CW UP p TO F_9 ON 3/4" DRAIN DOWN TO -} ; '' J t- RDOF WATER COOLER UNITED STATES I r _. - „ CONNECT TO UPSTREAM 2" VENT UP ( _ " I 3/4" DRAIN DOWN 3/4 __.__> 311 V.T.R. FROM YARD HYDRANT 51DE OF WASTE TRAP POSTAL SEVIC� ON ROOF THRU PIPE " I STORE i `. 3/4" G.UP r0 _ ENCLOSURE HYDRANT ( _:_t ;,. L> RTu-I ON ROOF 'r'SF'EGTIONS 108 I 3/4 OFFICE _ i �_ 1, . I o �2r1 PRIOR LAKE SERVICE , ' LOBBY , Y I 811RWL MAIN POST OFFICE �' _.-..... Im9 '`✓ WORK ROOM PITCH g 1/8"/FT. PLATFORM REFUSE 112 8,' OFRWL �- - - - - - 1-2 1 128 REFER TO 1/Mi2 , FI---] PITCH 6 1/8"/FT. ; I �--� FOR CONTINUATION- 4 ,II , 1_ 3/411 3/411 / G G G PoSTaL I 3/411 G. BURNER 3/411 G. BURNER I I•�P I , 16887 D U LU T H AVE. SE _ E=IP. I t 1 I -------------------- I I% CW REFER To + PRIOR LAKE, MINNESOTA �; -{25 I o I ' 1 t I/MI2 FOR CONT. F NOTE: I _..- -- - - - I I -- - --- -- --- --- -- — S . I I CUSTODIALKEEPR.A I I ROOF RAIN5 ,45 HIGH AS NWATER, PIPING FROM 1„ I SUPP�S I I o 4 UFFER OFFICE. FLUM"BING 4 I I �l C2.�--- - ---- - --- ❑ � o: , '',;, > �\.• , POSSIBLE. RUN IN JOISTS AS I � I i • LONG AS POSSIBLE AT I/8"/FT. ! ° ° ° ° _ _ __ o ° = I M1.2 PARTIAL PLAN USPS PROJECT NO. Y86856 3 ,�, � ❑ SLOPE. COORDINATE WITH c.o. ❑ c.o. I ° ° o ° ° 50ALE: 1/4"=1'-0" , LOBBY , j' DUCTWORK, PIPING AND LIGHTS 8„ RWL 8� OFRWL i >. I IN•SPACE. I _._...__.PoSTaL_..__i ------------------- - ----,——— -- --------------------------- o . V 5UPPLIE5 /vV1E5TlBULE SHEET TITLE: ROB PLUMBING & PIPING PLAN \ u I 121 ❑ ` 3/411 DRAIN DOWN a I GENERAL NOTES% FROM YARD HYDRANT REFER TO 1/4 SCALE WALL - r ,• ON ROOF THRU PIPE 1 PARTIAL PLAN 3/M12 I. PROVIDE ISOLATION VALVES FOR ALL BRANCH PIPING 01=F NOT AND HYDRANT 3/4 ENCLOSURE FOR CONTINUATION. IJP/ .� " `✓ — — GOLD WAFER MAINS. LOCATE VALVES ABOVE ACCE5515LE GEILING5. L.f -r , - - REVISIONS: ' ' ) BLDG. $ _ 1 2. MOUNT WALL NYDRANT5 24" ABOVE FINAL GRADE. 1 1 GRO5NG5 3/4" DRAIN DN. J 3/411 G.UP TO !l-i TO MOP SINK RTU_2 ON ROOF 118 F 7 I NO: DATE: BY: 3. VENTS THRU ROOF SHALL BE A MINIMUM 10'-0" FROM ROOFTOP UNIT 3/411 CW UP To C: _'..p " i---? -- OUT5IDE AIR INTAKES. COORDINATE WITH SHEET M13. - I ? I F_9 ON ROOF -I to `t. �i ! it, '.I MEN'S t. EMPLO. �. LOCKER i ./ �1 r, i- 1 VEST, LUNCH 3/411 G. UP �- - .1 LOCKER -- l 113 TO RTU-3 -i } 12m ON ROOF 3/4" i 1,1 I- 3/41) MEN NOSE 1" GA5 UP IN -a G WOMEN G Cx 1 M12 ' ' I BIBB CORNER i fn— n�• REFER TO05 T , _G � tt�r h_ -- _ i 21, I bDRANT L _ GAS SERVICE d EXTEND 4" SANITARY WAL FLUM51NG "FIXTURE FIFING L \ ' GAS METER BY SEWER TO 5'-011 FROM HYDRANT - o FIXTURE PIPE SIZE (INCHES) GAS COMPANY In BLDG. REFER To CIVIL ----------------------------- ---- [DRAWINGS FOR CONTIN. I _ REMARKS • PROJECT N0: 98110-15 WATER -�'�- DRAWING DATE: 11 29 00 -. GAS MAIN.REFER NO., TYPE W. V. aW. H.W. j FIRE SPRINKLER 6" � METER � r0 CIVIL DRAWNGS � / / VALVE ASSEMBLY FOR CONTINUATION. � _ _ t � F-I WATER CLOSET 4 2 1'% - • F-2 WATER CLOSET 4 2 11i2 ADA. MOUNT FLUSH VALVE HANDLE ON CLEAR SIDE OF ACCESSIBLE STALL DRAWN BY: TEL 8„ WATER SERVICE F-3 URINAL. . 2 2 3/4 - A.D.A. .a MAIN. REFER TO CIVIL F-4 LAVATORY 11i2 11i2 1/2 1/2 DRAWINGS FOR CONTIN. c°n F-5 MOP SINK 3 11/2 1/2 1/2 (n North ISM Q FLAN F-6' WATER CLOSET 4 2 1'% - FLUSH TANK W/ PRESSURE REDUCING VALVE -.- LUM51NG 4FIFINGFig AN �® 4 6 8 12 16 24 F-"1 ELECTRIC WATER COOLER I'�z' 11/2 1/2 - A.D.A. N 1� II— 1— II :• I ® � �12 SCALE: 1/8 -1 0 Graphic Scale F-8 $INK 11i2 11/2 1/2 1/2 SHEET 3 o F-9 YARD HYDRANT - 3/4 4611 LONG SHAFT FILE: 0 040 pCONSTRUCTION 0 C O COPYRIGHT CMA, P.A. . 2000 ARCHITECTURE PLANNING DESIGN M CMA, P.A. w NORTHWESTERN BUILDING 219 N. 2ND ' ST., SUITE 301 MINNEAPOLIS, MN 55401 PHONE: 612 338- 6677 o FAX: (61 fl 338-2995 0 o CONTACT:in#oC� HRIS c OLSON 0 N Z CONSULTANTS: w CIVIL ENGINEER Van Sickle, Allen & Associates 2955 Xenium Lane North, Ste 10 Plymouth, MN 55441 -2628 (612) 577-9124 Anthony Pini STRUCTURAL ENGINEER Van Sickle, Allen & Associates . - 2955 Xenium Lane North, .Ste 10 Plymouth, MN 55441 -2628 . (612) 577-9130 Reg Silverthorne . MECHANICAL ENGINEER Wentz Associates 730-0 France Ave. S. STE 330 Edina, MN 55435 (952) 831 —1 180 Dan Sieben • L G\ rD � P � � KaedELECTRICAL C n R andLAsso ENGINEER Associates 7300 France Ave. S. STE 330 Edina, MN 55435 (952) 831 -0317 Scott 'Hutchins LANDSCAPE ARCHITECT I I Sanders Wacker Bergley, inc. I I I I 365 East Kellogg Blvd. i St. Paul, MN 55101 (651 ) 221 -0401 Larry Wacker 4" V.T.R. I I I � I ) I I �r EXHAUST , , ! I HEREBY CERTIFY THAT THE PORTIONS �� , + FAN EF-I ( I OF THIS TECHNICAL SUBMISSION I I I I I BEARING MY SEAL AND SIGNATURE RE PREPARED BY SUPERV SUPERVISION A M AND E OR UNDER MY RESPONSIBLE CHARGE. I AM A DULY REGISTERED ENGINEER UNDER THE LAWS . OF THE STATE OF MINNESOTA. II I I ( ---__�_-_ CURTIS WENTZ X 1 I I I I Iy�_�_ SIGNATURE 11/29/00 I I ( I I DATE ISSUED 3/4 GAS UP FROM BEL W. REFER TO + I I 1 3/4 GW UP FROM I I 6797 DET IL 2/M2.1 FOR BELOW TO YARD . RO PENETRATION. ' I � + HYDRANT F_9 i REG. N0. 11,200 SQUARE FEET THRU GAS PIPE 8,950 SQUARE FEET ` I ( I I tl I HOUSING.MOUNT I ( . 10 RD 0 1 010 OFRD 2 Y.t.R YARD HYDRANT _ ' _ _ IN HOUSING — _ _ 8" ®, ® 8" �� , ;'-- •) .._ . _ _ ___._ _ . __._ _ _ _ _ _ _ _ .. _ _ _ _ _ _ _ _ __ _ _-_ _ _ _ _ - _ _ _ . _ - __� 2 ��--- _. __..____ -:-.�--_ -- ____-- _ -_—_. _ _.__.____ _ ______. _ — .3/4" CW UP FROM BELOW TO YARD I + + HYDRANT F_9 ' THRU GAS PIPE j I HOUSING.MOUNT ( I i I YARD HYDRANT IN HOUSING I I I UNITED STATES POSTAL SERVICE ' + , RTU-1 !1 I ! -t —3/4" GA' UP FROM 1 ` I BELOW. FER TO 1� I - -v' DETAIL /M2.1 FOR ROOF PENETRATION. I 1 I I PRIOR LAKE I I MAIN POST , OFFICE I I ! 1 I I I • • • • I I i 1 + I — ' I I I 16887 DULUTH AVE. SE - i I I ( PRIOR LAKE, MINNESOTA I I I8" RD® 0 w OFRD Soso SQUARE FEET � — I'D USPS PROJECT NO. Y86856 - 1 GENERAL NOTE5: + ! + 1. ROOF OPENINGS FOR DUCTWORK WILL BE PROVIDED UNDER I I { GENERAL CON5TRUCTION. • I I I I 2. FLA5HING AROUND ROOF CURBS AND PIPE ENCLOSURES WILL SHEET TITLE: BE BY ROOFING SUB-CONTRACTOR. • MECHANICAL I I I 1 ( I 3, INTERNALLY LINE ALL ROOFTOP UNIT SUPPLY AND RETURN DROP DUCTS AND ALL EXI-4AU5T DROP DUCTS. ROOF PLAN I ( I EXHAUST I @—EXHAUST R TU-2 I I I 4. SUPPORT GA5 PIPING ABOVE ROOF ON PRE-MANUFACTURED ! FAN � Ly I FAN EF_2 r _ ! I ! ROOF BLOCKING 6'_On O.C. REFER TO DETAIL 3/1-12.1. REVISIONS. 3/41' GAS UP FROM I BELOW. REFER TO DETAIL 2/M2.1 FOR ' N0: DATE: BY: ROOF PENETRATION. I y 4" Y•TR—•-o I j 3/4" OW UP FROM BELOW TO YARD F II I 3/4" GAS UP FROM I_FHYDRANT 9 'BELOW. REFER T THRU GAS PIPE DETAIL 2/M2.1 FOR HOUSING.MOUNT I I ROOF PENETRATION. I YARD HYDRANT IN HOUSING 1 I 1 I 11 I PROJECT NO: 98110-15 DRAWING DATE: 1 1/29/00 _North DRAWN BY: TEL � • 1 CHAN I CAL ROOF i LAN 0 2 4 6 8 12 IC? 24 -ti SCALE: I/811 1-011 Graphic Scale v M1.3 �. 0 EL M am N a N ' -- SHEET. 4 OF 7 'S FILE: 00040D ;. C) S T R U C T 10' N SET 11 / 29./ 00 0 Or COPYRIGHT CMA, P.A. 2000 0 , 9 . . . . . ,;I .; . LEI . . to .. . CC, '� • � r ARCHITECTURE PLANNING DESIGN . . I . TOILET _ w �03 NORTHWESTERN BUILDING w 219 N. 2ND ST., SUITE _301 cn D_,_� [-�--� MINNEAPOLIS, MN 55401 - i!�';i j PHONE: 612 338-6677 I ® It ° . � FAX MAIL: info@cma12 8 h.com I o . o ---- ® P I CONTACT: CHRIS OLSON � I . tv IN5PEICE5 I . F_ , z . 2m1 CONSULTANTS: UJI . r -.9 I . . • ® I CIVIL ENGINEER - Van Sickle, Allen & 'Associates 2955 Xenium Lane North, Ste 10 Plymouth, MN 55441 -2628 - =_- - - --1 = -) (612) 577-9124 . Anthony Pini STRUCTURAL ENGINEER . . Van Sickle, Alien & Associates . . . 2955 Xenium Lane North, Ste 10 North OFFICE Plymouth, MN 55441 -2628 2 UPPER ( 5PRINKLER 1-SIN �Reg2Silve thor e0 �14 SCALE: 1/8"=1'-0" • ' m 2 4 6 8 12 16 24 MECHANICAL . ENGINEER I Wentz Associates Graphic Scale 7300 France Ave. S. STE 330 Edina, MN 55435 C (952) 831 -1 180 . Dan Sieben . ELECTRICAL ENGINEER • Kaedi.ng and Associates • . 7300 France Ave. S. STE 330 T ,-�`� G E P ( '\ Edina, MN 55435 (952) 831 -0317 --------------------------------- ---____• -----------__-----------.__---.-----,-•------------- ----- -- ---- - - --- - --- - ---- - - --- - -- ------- - - -- --- - - - - - -. ---- - . - -- . - - - ----------- ---_____------_-------------- coHutchins . . . . : Scott . . i 1 . . . I I . SCAPE ARCHITECT I LAN D,I a I I - - - _ . ... ___ _ __ ._. . __. . . . _. .. ._.:_ ._ . . . ... _.. . _ . .. _. .. . _. : _... ... e inc. I. ►... . . _ 1- ___ .. - ---- -- - -- -- -_._ --__-_ - ---- - - -v.1------ -- - - -- - -- -<- Sanders Wacker Ber �: _:-_ : - i Berg ley,. I ; j IT I Blvd. I I i7 1 365 East Kellogg B . . l 99 _ , I E I I I . � . ! . ! : .� I : . : I I . { I St. Paul, MN 55101 `{ \ r I f,: v i i i -, I r 1 ): ): b I i ti. ' . 'i. . t. �. •. 4 1 I 1 0 0 f i 651 22 `` ).I ( I I . I I i I s �l - - - - J .._..._�:_.._� .__.�_-.__._�.._. �_�_ _ �. �. _.___ ..._.,____..��_:�_..__�___,_1_�_y .,_.�_ _ _ _ _ _ - �._ - Larry Wacker . _L� I Y i I i ;�: . I I 1 1 I 'I � ` F ILj _- r I - - - I_,, I f . i- 1 4: C_J: I i : ] 'J: ;.r s„' I --_ �' -- '_ -- I r � i I . ° ° _ I ° - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - i i - - - - - - - - - - - - - - - - -- I - _ _.. r - �----_ -� . I I Iu.l .`. v 1 I _ I . _ .. 2?!D� II • -... -- 1 I i . ____._, r VESTIBULE:MULE �) I. r • STORAGE • 1 : r �- _ ;_` - r. I , [IOO I ) ��' I -- _ t�2`i�.. ' ( �r 1 ti a} { r �u� (._'_\' -.STAMPED ✓' _I, , I - a ,? , I 4 'I I! ® • • • • o I I HEREBY CERTIFY THAT THE PORTIONS PO5TI`MA5TER ` �02 =, - o • o I ABOVE . ENVELOP - !- [�' I - I I ' I / I y I' ( ® I STIBULE - I OF THIS TECHNICAL SUBMISSION 1a1. -- .. . . •n- r 'I ,, 1_ _-_ ,...[.__! . �__._ ®1_.__/ .. i I I �� I I __�. . .. /_,� I CEILING I BEARING MY SEAL AND SIGNATURE • j `/ ...� _ C:= I _ I _ r' I n. -ti i I-----_- I I 1 I WERE PREPARED BY ME OR UNDER . I -� a I . ..�. . I I — MY SUPERV S ON AND RESPONS BLE GENERAL • .... I I CHARGE. I I AM A DULY REGISTERED _. :.... . I ENGINEER UNDER THE LAWS OF ' . ._.__... . . . _. J THE STATE OF MINNESOTA. I '__.__l. I . I} Lkv ion __ o • I . >.. - - I. PROVIDE SPRINKLER COVERAGE IN ALL AREAS. COVERAGE 15 NOT — I �._.� I IN VESTIBULE �_.__!. . I-- . . �''11: • _.. -- _ I CUR H. WENTZ r - _.__.--- CEILING I REQUIRED IN TRASH ROOM AND ELECTR CAL RDOM k \ - .�.1 TOILET. / . I .. \. - ��7,Y, CORRIDOR r , - - - - - - - _= � �. 1 `] ` ) °1 _ ) 2, COORDINATE INSTALLATION OF FIRE SPRINKLER PIPING UJITI-I DUCTIIJORK, / L",- `_-: -I/ -. 5TOR i` T irDS L • o • • • • • • • r �-;� ` I PIPING AND CONDUIT TO BE INSTALLED BY OTHER TRADES. S NATURE L'u'! ° .�____ .�\\\�,\',,,�. ,� - , • 4W ` ?� .�-; WORD ROOM I 1/29/0 __ . I 1 0 �,� � �� �\• , ® . ' [`n2 1 3, COORDINATE LOCATIONS OF SPRINKLER HEADS WITH CEILING LIGHT DATE ISSUED r -^ice �; Y J :\� t t ,i \: ®_� I 1=1XTURES AND GRILLES AS INDICATED ON REFLECTED CEILING PLANS. 1 ; , . t ` . `�. - �' 6797 J \,a \ \ f i , I REG. NO. - �` IIIIIIIIIIIIIIIIIIIII ` / ;'1 .I. , , SEf�YiGE Fs FS FS FS I 4. SPRINKLER CONTRACTOR SHALL INSTALL FIRE SPRINKLER SYSTEM • 1 l t .L I COMPLETE IN ACCORDANCE WITH THE LOCAL CODE OWNERS FIRE ,� ti , t F` 1 .`/ � ,�`' '' � • '. �, . _ _ I INSURANCE UNDERWRITER AND AUTHORITY HAVING JURISDICTION. . , i \\ • \\ 0, ' \I 1./ t \�' i LL n i ) [J `` { �[� ❑ } { J� t CJ\i 1 ) \/ ;- ,�.� `. '\� ;' • • • • o. • • • ® • 1 5. PROVIDE AUXILLARY DRAINS WHERE NECESSARY AND WHERE C. ti '` 7 - I ;�\®�.V .a,� ,,� r = `�. ;, �_� i REQUIRED BY CODE. ( i -- - --- - - III '- �:Nt ; 10 • `ids o � - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - `- 6 THE SPRINKLER CONTRACTOR SHALL SUBMIT LAYOUT DRAWINGS OF FIRE d </ -� %.._'` _ SPRINKLER SYSTEM INCLUDING I DRAULIC CALCULATIONS. • - • I/ i 6° • UNITEDSTAITES �' f/ �' `� I. I • �` -`t ST®L SE �ICE I.. __ ( r.�} { r, n) i. PROVIDE HOOD, SHIELD OR BA f E'ON SPRINKLER I-,`FADS WHERE I r , ' =r : I. , �\..r ;`. 4.� ®' ® • • WAT AMAGE MAY RESULT FRS HEADS �LOC, TED CL05E TO j Iu \, ) ,�; :; i\., 1 , ` } �._; {"� � ELECTRICAL PANELS. I >. J ! STORE L�f -� \.Y. \ ® M • • .•'' • J•\ I �g : . PRIOR LAKE I . . PLATFORM I o 8. PROVIDE FLOW ALARMS AND SUPERVISED i50L T ION VALVES FOR " � - n�� \;' 7._ 126 : . �,, • , • IAGH zoNE. MAIN POST OFFICE SERVIG>= ✓ Lbi3BY; ?. /.. .X� 1 i EFUSE :. �;. i .: ,/`;` . I - - I I 1z$ FIRE SPRINKLER CONTRACTOR TO VERIFY LOC TION5 OF DUCTWORG EI CEILINGS AND EQUIPMENT THAT REQUIRE HEADS INSTALLED ABOVE AND } �� I; ,.`; �X • uloP.K Roots r_ +1-- ? '`. �`� 1!2 -] C_- ® . - :. 1 } (41�.� c I BENEATH THEM .IN ACCORDANCE WITH NFPA 13. .1.J; ® U <�`;, / I f I 1 `" I " o } 1 6887 'D70'LOTH AVE. SE ; '� ,__.,t I " I . ... I_ POSTALd I O FIRE SPRINKLER MAIN LOCATION AND HEAD LOCATIONS INDICATED ARE PRIOR LAKE, MINNESOTA t. P EQU1P. i 1 • o • o �_ 0 45 I . I - ------------- -=o SUGGESTIONS ONLY. FIRE SPRINKLER CONTRACTOR TO INCLUDE AN • ° '' <` c 4:"j; ,Y. I L1��: i I ADDITIONAL TEN HEADS AND PIPING AS DICTATED BY FIELD CONDITIONS, 1. ... • I �_ ; `� �� _ _ ° ° ° CODES, ETC. I ? <"I f ® i r I CUSTODIAL { ( h}\ ` ( c� I I p . o 2 ��. / �� �� Imo' o 0 o e { FIRE SPRINKLER ZONES . /`�, '7 .' i `` \ I o 0 0 \ ` 1 . ._- -.� ❑ ZONE 1 USPS PROJECT NO. Y86856 • \' i �; r C 1 P.... . �• \ 0 ;�' \; :. L ( n Ca `c] 5t1PPl�l S _------- ----- --_____- -------------------------- \Y VESTjQ > j c o / • �._:.-' o • o • I i23 - .... - -- - - - - - o' ( 1 1 o ' /\L 110` `'\ Q' `BOX %/ ( -• i L_ FLOW • �, i \\ `>. /\ . . LOBBY If.,�,�. ; � __1---:. -r_ __,af SIlliTCN (/ '< ` ` \V / I SHEET TITLE: \ • I PRESSURE >� .Il � �` ,� GAUGE FIRE SPRINKLER .\ . � .\\ ° ' ' , �,. 6„ I D�� PLAN _ —_ - �. - - ---__ - __ --_ - ❑ < ' ° - � MAIN DRAIN. - 12{ . \�) .\\\ Jr ,_r ,�;. ..I X/I ® t L , ® ( 01 ® ( [ j ® ( n ) ® o DRAIN TO _ I �_;___...__�_--� UP L FLOOR DRAIN. \ ' F GLOBE / \\ , \h DETECTOR • \\\ �' I ,... \", o ,�' / % _ �_ - - - - - - -- - - - - - - - - - - - - __ - = - _ - _ --~ CHECK VALVE VISIONS: -,[ R R E ® I . .�;i I ' I JAN. €_ . �_.,_ >.._.t_ VALVE �,� I 1 . --- I + . CHECK . VALVE 1, � ' i t o ; / / I..I __ .� 05 # 7 WIT�1 TAM SWITCH _ .. I o • _ _ _ EA PER SWIT E . • t` �__._ ! / I , , 1 __ . ...... _..._ r - _- . —BUTT NO DATA: BY 1`\ i • If, i ® ►; I �lz.:r-, • ® I _ I o VALVE �" : I / " • \ -�� , WALL I \ '. , ,� I 1 ,;_.' .. _�Is . . .'�_--__•--_� _. .. . � 1�f � A .... ,�__. _{ .. . .. FI 6 . — __ ., t.--_I _. DPARTMENT I . r.> �. _.. . ' I � MEF1'S` < �'`, \ `f I EMPLO. -_; LUN,14 : I ; ` �R i - . -- . L 51AMESE 1 .. f '�; o I _. .VEST_. 1I __ _ �'" .._... - ._�.. . . .. . ONNECTION . f ?'. , =13 . 111 1. _a �, - - _.. . I . /. I _ In %/ I I /'t .q. ; I . I -r I = PPE STANDS I T I ��� �` �' o ,' ;<�!i I i I 1 I i i UJOMI*N w _._I .... BALL DRIP. PIPEZ FLOOR r ,' ® I : _ GROUNDS LQGKER ..... _ �.. cy o I� . ;1, . . _ TO EXTERIOR OF AS REQUIRED . (�)_.__ _ .___- - ___.-. - ___ .- ------- - ______ - - - ® I [ 115 116 - BUILDING. . __ _- - .. _._ . ? _ - ..".'L__"� - 6" FIRE PROTECTION Y �r ; I [^r� ! 2,1 : - WATER SERVICE . ATER -(0_ _ _ _ __ _ _ _ _ _ ___ _ _ _ v_. - 11 `.. _ :': - - - - - - - METER p PROJECT N0: - 1. 1. _ 98110 15 _j I I ,� 6 � . C� brr FIRE DEPARTMENT DRAWING DATE: 1 1 29 00 CONNECTION 3 .. F( (N � Y Jr�''M� Y �� L' 1 -� - — C DRAWN BY: TEL — ---- - M1.4 NOS ALE IRE SPRINKLER VALVE ASSEMBLY \_81I WATER SERVICE .a REFER TO DETAIL 3/M1.4. MAIN. REFER TO CIVIL o DRAWINGS FOR CONTIN. W V) . Q North14 I I .1 '_,_� FIRE INKFLAN 0 2 4 6 8 12 16 24 . N_+_ � . � 11 I I I I � I . C I . . IIIIIIIIIIIIIIIIIIII 1 . � � I I ,� M1.4 SCALE: 1/8"=1'-O" Graphic Scale SHEET 5 . OF 7I 1-1. �&l( FILE: 00040E 4 103 " ,FkA11 , � I . . MSTRUCTION S, ET 1 , 1 0 10 � . I . . . 11 C 0 I 4' . / 29 / 0 , 0 . . . . I I � • N . I I I � . . � I ­ . . . . COPYRIGHT CMA, P.A. 2000 . - . . { . : II AIR FLOW EXHAUST FAN ROOFTOP SLOPE TOP • ARCHITECTURE PLANNING DESIGN UNIT c�i STAINLESS STEEL COLLAR CAULK ROUND GALV. EXTENDED BASE TIGHTENING BAND CMA, P.A. WATERTIGHT SHEETMETAL w 20-GAUGE DUCT W/ SCREWDRIVER NORTHWESTERN BUILDING • w ECONOMIZER SHEET METAL CONNECT DUCT AT MOTORIZED OPERATOR 219 N. 2ND ST., SUITE 301 N HOOD HOUSING DAMPER SECTION DAMPER OR ._. . .BAcKDRAFT , M I N N E A P O L I S, MN 55401 l DAMPER �I / , PHONE: 612 338-6677 Jr GAS PIPE r - - - -� • I INSULATED CURB _ w GAS PRESSURE 1 � FAX: �612 338-2995 ..LL o REGULATOR / FLASHING BY ROOF FLASHING ===- - _ �� E—MAIL: info@cmarch.com oUNION. /// ROOF UB CONTR O ROOFING TREATED 2x8 j i �--- --� �_ . : CONTACT: CHR1S OLSON / V rg '� / BIRD5GREEN INSULATION INSULATION FILL I I U L. LABELED INSULATED - SHUT-OFF / PROVIDE SHEET METAL -7 I I r FLEXIBLE DUCT (SEE 5PEC5) _ Z PIPE HOUSING ESCUTCHEON AROUND I ( 6D" MAX. LENGTH _ STAINLESS STEEL w - SEE DETAIL �� - ..._. � I 1 I' �--= W�SCREWDRIYER. __ CONSULTANTS: OPENING. CAULK TIGHT. �-1 MINIMUM VALVE I ( 5 SPECIFICATIONS OPERATOR `j 2/M2.1 - 24 N. ROOF CURB ��� LINED DUCT(SJ- 1-1/2" DEEP MINIMUM SEE P CIVIL ENGINEER I ( ( ROOF DRIP PAN - SOLDER I A.P. 1 - - - - - - ;__ - _._-- - Van Sickle, Allen & Associates 1 ROOF DECK - _--. ._-- -- - 2955 Xenium Lane North, :----<�, • x, .s , _ _ . I I I -,�, ��ru ��-- .. ALL SEAMS WATERTIGHT- L^ -� _� -�-_—_�� PROVIDE MASTIC COATING - - - SUPPLY AIR Plymouth, MN 55441 -262gte 10 TO INTERIOR - I I I ( —1 r- LAY-IN CEILING DIFFUSER (61 2) 577-9124 1 r2-"N\ A5 PIFE PENETRATION ONROOF. ENCLOSE DRIP PAN W/ -�'� EXHAUST PLENUM Anthony Pini 6° L. I I I j �21 NO SCALE EXTERNAL INSULATION STRUCTURAL ENGINEER DIRT LEG ( ( I I 30„ FLXILDUCT CONNECTION 2955 Xenium Lane North, Ste 10 I I OOP MOUNTEDEXHAU5T AN Van Sickle, Allen .e Associates �21 NO SCALE SUPPLY AIR � � I \ �-- - - - - - � �21 .NO SCALE � Plymouth, MN 55441 -2628 DUCT / (612). 577-9130 Reg Silverthorne I �� MECHANICAL ENGINEER =- � �- - - - - - - - - Wentz Associates 7300 France Ave. S. STE 330 ACOUSTICALLY LINED LACOUSTICALLY ' Edina, MN 55435 , DROP DUCT SAME LINED DROP (952) 831 -1 180 SIZE AS UNIT OUTLET DUCT SAME SIZE Dan Sieben AS UNIT INLET ELECTRICAL ENGINEER Kaeding 'and Associates TYPICALROOFTOPUN IT 7300 France Ave. S. STE 330 Edina, MN 55435 M2.1 NO SCALE SHUT-OFF (952) 831 -0317 FOR CONT. OF • VALVE ��_1/2" HW, SEE Scott Hutchins FLOOR PLANS FOR, SEE of LANDSCAPE ARCHITECT • - T4P RELIEF •' 1" NW,SEE . VALVE. PIPE / FLOOR PLANS SandersEast B Blvd. y' inc. TO DRAIN PAN UNION 365 Ea Kellogg SHUT-OFF � FOR CONT. OF St. .Paul, MN 55101 FOR CONT. OF VALVE -2" CW, SEE (651 ) 22.1 -0401 J RAINLEADER 1" CW, SEE WATER FLOOR PLANS Y Larr Wacker' FLOOR PLANS-a- NEATER T4P RELIEF WH-I-I VALVE. PIPE Bloom FOR CONT. OF TO MOP SINK . UNION WALL MOUNT A � 3/4" HW, SEE WATERPROOF FOR CONT. OF G.I. PIPE ' STEEL PIPE SLEE FLOOR PLANS 5HT,MTL. DRAIN 3/4" NW, SEE PAN W/ 3" STANDING FLOOR PLANS > SUPPORT EDGE. WATER 1" CAULK HANGER p FOR CONT.OF HEATER . 2" CW SEE WH-2 I HEREBY CERTIFY THAT THE PORTIONS OF THIS TECHNICAL SUBMISSION OUTSPOUT 1'; r PIPE 3/4" DRAIN TO FLOOR PLANS • BEARING MY SEALAND SIGNATURE W/ 1/4" MESH MOP SINK TERMINATE WERE PREPARED BY ME OR UNDER SCREEN 3 ABOVE BOTTOM OF MY SUPERVISION AND RESPONSIBLE SINK CHARGE. I AM A DULY REGISTERED ENGINEER UNDER THE LAWS OF ESCUTCHEON HEATER THE STATE OF MINNESOTA. 5PLA5HBLOC BOTH SIDES WALL MOUNT j.! WATERHEATER 8LOO OUNTWATER\-FILL VOID CU4RT - =7WENTZ GRAD ----- N ULATION WITH �21 NO SCALE M2.1 NO SCALE 3/4" SIGNATURE TYPICAL WALL 314 -� 1 1/29/00 Ij,4u DATE ISSUED WALL 3/41 6797 HYDRANT REG. NO. OUT5POUT T I� i�2„ Y.7R F HWALL YDRANT (0 3/4 DRAIN pN. �I �2, NO SCALE FROM RooF 3/4" i I I WALL HYDRANT I 3/4" UNITED STATES POSTAL SERVICE l l4" Y.T.R 2 i F=1 i PRESSURE " ` .CONNECT 3/4" D� REDUCING • �' I TO UPSTREAM PRIOR LAKE ' SIDE OF TRAP I 2„ 3/4 . 2 -� GK MAIN POST OFFICE -�, F=�1 2 ASSO ER fif11 4" V.T.R. 2 i TYPE 'A' 3/4 F=6 2 ; \may i 3/4" 1 � 11/211 `��\ I 3/4' F-4 WALL SHOCK F-4 F=6 ' C.O. I :' J HYDRANT ABSORBER I`� %� -! 1 16887 DULUTH AVE. SE II'2n 2u I �I� 4" i�. l�z I '�`�. ABSORBER F FF2 ,. ' ' '� ''` SHOCK �- a 3/4" TYPE 'A' 2„ PRIOR LAKE M i N N E S 0 TA SOUND .i �� �.�^. TYPE 'A' F_9 F-9 2„ ` \ INSULATE EXPOSED I 2 1, i '' � lli I WASTE PIPING AND / i r� i 3/4" I�z 3/4" WATER PIPE IN WALL 4" �.�' F=� i ��i i L. 3/4' I 2 F-5 HEATER F-4 411\ / " � WH-2 � � � I I I > F_4 F-4 4„ i 2"_�,� i F-3 I F=4 F_2 Ij��n / %' C.O. I �\Y�i ���\\ F_$ 211 r' 4" W.c.o.,,. I WATER �-� ( F—I F_1 USPS PROJECT 'NO. Y86856 F-2 i 3/4" DRAIN DN. I �. i 3/4" DRAIN DN. NEATER I" — i .!�y 1 I I 4„ i FROM ROOF 3/4" DRAIN DN. 3" �./�.''Y I TO MOP SINK i � ; F_5 F-2 Ijiz" F=4 PED F-5 I 4 FROM ROOF 2"�(�ii r j I 411 F_2 3/4 — „ F , ' 4� l''� �I��2 FF4 i 3/4"� 21 �3/4PCW FOR F-4 /� 14 G.O. -2 i i 4„� .c�� ' VENDING i I .3/411 SHEET TITLE: < , I ; i < ` \I 3" FD, WALL CONNECT 3/4" D. `•y i i i i `� i TYPE 'A' 2 HYDRANT TO UPSTREAM `�.,�; I 3" FD. PIPING DIAGRAMS �\ AND DETAILS SIDE OF TRAP �� i '4" i / F_2 TYPE 'A'!�i CU. 3n I �� I I /-2� I F-I I I 4" 2", G.O. F=8 \ ` F_4 i F_4 I 2' ' F_I I WALL 3 °F-7 \ ��. W.CO. ' HYDRANT WALL REVISIONS: . HYDRANT NO: DATE: BY: • ..' WATER • 3 F.D. � �' WALL ' METER TYPE A • .' HYDRANT l . • FIRE I SPRINKLER 311 • I • 3" FD, ' 2 HOT COLDWATER TYPE 'A' PROJECT N0: 981 10-15 , M2.1 NO SCALE DRAWING DATE: 1 1/29/00 ci • DRAWN BY: TEL c N 1 WA5TE4 VENT PIPING DIAGRAM •� M2.1 NO SCALE 01 N Q ' c SHEET 6 OF T CD FILE: 00040E 0 CONSTRUCTION SET . 11 / 29 / 00 0 COPYRIGHT CMA, P.A. 2000 v to , AL ARCHITECTURE . PLANNING DESIGN N. g CMA, P.A. NORTHWESTERN BUILDING w 219 N. 2ND ST., SUITE 301 N MINNEAPOLIS, .MN 55401 ROOFTOP UNITS PHONE: 612 338-6677 CLG. FAN D X COOLING COMPRESSOR CONDENSER GAS HEATING MINIMUM EST. OUTSIDE FAX: 612� 33$-•2995 o UNIT MODEL NOM. EFF. NOM. ESP FAN MOTOR TOTAL SENS. ENT. AIR L.A.T. REFRIGERANT OUTSIDE FAN INLET TEMP. FILTER ELECTRICAL E-MAIL: info@cmarch.c.om TOTAL INPUT OUTPUT CIRCUIT CONTROLS ACCESSORIES WEIGHT AIR REMARKS d NO. SERVICE N0. * TONS EER CFM "W.G. RPM TYPE H.P. R.P.M. MBH MBH F. F. F. ROWS TYPE SUCTION N0. KW AMBIENT NO. H.P. • GAS STAGES. MBH MBH RISE TYPE CHARACTERISTICS AMPACITY LB. CFM o D.B. W.B. D.B. TEMP. 7. *F. PRESS. *F. " CONTACT: CHRIS OLSON C RTU-1 POSTMASTER/LOBBY 48HJE009 8-1/2 10.8 3600 0.8 885 ODP 5 1750 103.7 77.3 80 67 58 3 R-22 45 2 7.7 95 2 1/4 2 2 180 147.6 38 TA 480/60/3 26.0 SEE SPEC. 24" H. ROOF CURB, ECONOMIZER 1100 380 tv RTU-2 LUNCH ROOM 48HJE005 4 11.05 1475 0.9 1077 ODP 2 11750 43.6 24.8 80 67 58 4 R-22 45 1 3.7 95 1 1/4 2 2 115 93.2 61 TA 480/60/3 14.6 SEE SPEC. 24" H. ROOF CURB, ECONOMIZER 700 160 ~ RTU-3 WORK ROOM 48HJE009 8-1/2 10.8 3800 0.8 924 ODP 5 1750 103.7 77.3 80 67 58 3 R-22 45 2 7.7 95 2 1/4 2 2 180 147.6 36 TA 480/60/3 26.0 SEE SPEC. 24" H. ROOF CURB, ECONOMIZER 1100 550 CONSULTANTS: z w RTU-4 WORK ROOM 48HJE009 8-1/2 10.8 3800 0.8 924 ODP 5 1750 103.7' 77.3 80 67 58 3 R-22 45 2 •7.7 95 2 1/4 2 2 180 147.6 36 TA 480/60/3 26.0 SEE SPEC. 24" H. ROOF CURB, ECONOMIZER 1100 550 . CIVIL' ENGINEER Van Sickle, Allen & Associates 2955 Xenium Lane North, Ste 10 * BASED ON: CARRIER Plymouth, MN 55441 -2628 (612) 577-9124 Anthony Pini EXHAUST FANS STRUCTURAL ENGINEER • ' ROOF OUTLET TIP EST. MOTOR INTER- FAN MODEL FAN CAPACITY S.P. Van Sickle, Allen & Associates . LOCATION SERVICE .. OPENING VELOCITY SPEED FAN SONES DRIVE ELECTRICAL ACCESSORIES OPERATION REMARKS LOCK 2955 Xenium Lane North, Ste 10 NO. NO. * TYPE CFM W.G• SQ. FPM FPM RPM TYPE H.P. R.P.M. CHARACTERISTICS WITH . Plymouth, MN 55441 -2628 EF-1 ROOF TOILET 104 G-70-D PRV 250 0.25 10-1/2 11550 4.7 DIRECT ODP 1/30 1550 120/60/1 ROOF CURB, BACKDRAFT DAMPER, UNIT MOUNTED SPEED CONTROLLER SEE SPEC. RTU-1 (612) 577-9130 R TOILET LOCKER G-95-D PRV 890 0.25 12-1/2 - - 1550 8.8 DIRECT ODP 1/8 1550 120/60/1 ROOF CURB, BACKDRAFT DAMPER, UNIT MOUNTED SPEED CONTROLLER SEE SPEC. RTU-3 Reg SilvNICAne EF-2 ooF / MECHANICAL ENGINEER EF-3 ROOF BLDG. & GRNDS G-70-D PRV 200 0.25 10-1/2 - - 1550 4.7 DIRECT ODP 1/30 1550 120/60/1 ROOF CURB, BACKDRAFT DAMPER, UNIT MOUNTED SPEED CONTROLLER SWITCH Wentz Associates 7300 France Ave. S. STE 330 Edina, MN 55435 (952) 831 -1 180 * BASED ON: GREENHECK ' Dan Sieben ELECTRICAL ENGINEER Kaeding and Associates RADIANT VACUUM GAS HEATING SYSTEM Edina, France Ave. S. STE 330 ' BURNERS VACUUM PUMP MOTOR Edina, MN 55435 INLET TUBE DIA. (952) 831 -0317 UNIT MODEL MBH MBH ELECTRICAL ELECTRICAL REMARKS Scott Hutchins NO. LOCATION SERVICE NO * GAS PSIG S INPUT NICHES NO• EACH CHARACTERISTICS HP TYPE RPM CHARACTERISTICS LANDSCAPE ARCHITECT RVH-1 PLATFORM 126 HEATING CRV-B-6 NAT. 2 120 4 2 60 120/60/1 3/4 ODP 3450 120/60/1 Sanders Wacker Bergley, inc. 365 East Kellogg Blvd. St. Paul, MN 55101 * BASED ON: CO-RAY-VAC (651) 221 -0401 Larry Wacker ELECTRIC . WATER HEATERS WATER MODEL ELECTRIC STORAGE TEMP. WORKING ELECTRICAL LOCATION SERVICE HEATER UPPER LOWER CAPACITY NO. * CAPACITY ELEM. ELEM. ELEMENT GPH RISC PRESSURE CHARACTERISTICS REMARKS NO. GALLONS KW KW OPERATION 7. . P.S.I. d WH-1 JANITOR 103 TOILET DEL-6 5 1.5 - - 8 80 150 ' 120/60/1 WH-2 JANITOR 118 TOILET/LOCKER DEL-40 40 13.0 3.0 STAGED 15 80 150 480/60/3 1 HEREBY CERTIFY THAT THE PORTIONS OF THIS TECHNICAL SUBMISSION BEARING MY SEAL-AND SIGNATURE * BASED ON: A.O. SMITH ' WERE PREPARED BY ME OR UNDER MY SUPERVISION AND RESPONSIBLE CHARGE. I AM A DULY REGISTERED VAV CONTR'OL UNIT ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. MIN. INLET NOM. NOM. NORM. UNIT MODEL AIR VOLUME NO. AHU STATIC PRESS. INLET OUTLET ACTUATOR OPEN SYSTEM REMARKS CURTIS �WENTZ K. NO. LOCATION NO * SIZE CFM ® MAX. CFM SIZE OF H. X W. TYPE OR �, OUTLETS NO. / �� MAX. MIN. W.G. IN. IN. CLOSED GG /Zu7� VAV-1 104 LGB 6 250 60 0.10 6 2 10 x 9 DDC OPEN RTU-1 SIGNATURE VAV-2 101 LGB 6 150 0 0.05 6 2 10 x 9 DDC OPEN RTU-1 . 1 1/29/00 VAV-3 125 LGB 6 100. 0 0.01 6 2 10 x 9 DDC OPEN RTU-2 ' DATE ISSUED 6797 * BASED ON: PRICE • REG. NO. GAS USAGE GAS . UNIT EQUIPMENT LOCATION DEMAND NO. CFH RTU-1 ROOFTOP UNIT ROOF 180 RTU-2 ROOFTOP UNIT ROOF 115 • � I11V/T'E®5Ti9TES RTU-3 ROOFTOP UNIT ROOF 180 POSTAL SERVICE. RTU-4 ROFFTOP UNIT ROOF 180 RVH-1 RADIANT HEATING PLATFORM 120 PRIOR '' LAKE OUTLET PRESSURE FROM TOTAL = 775 GAS SERVICE METER: ' MAIN POST OFFICE 2 P.S.I.G. 16887 DULUTH AVE. SE PRIOR LAKE, MINNESOTA USPS PROJECT NO. Y86856 SHEET TITLE: MECHANICAL EQUIPMENT SCHEDULES REVISIONS: NO: DATE: BY: PROJECT NO: _ 98110 15 DRAWING DATE: 11 29/ 00 DRAWN BY: TEL v 0 Cn aC M ;e ,, 2 ,- SHEET 7 OF 7 c Aar v �`S" E T FILE. 00040E 0 C 0 N S T " :/ 29 / 00 RUCTION N COPYRIGHT P C MA, P.A. 2000 MIN' I CO O , . t t r 4 tea- m= . .. ., r.,.�.., o °c• ,. , '> M. ha n '.. ,•- _ ••..,:,... ..r, :u, i. _._ .,.£y..n•�-_.„� .�'z....J ,y. x x �.r, 'a .t+, r... J .e s-« e s ., „..:....:r;:.ri '„r.: T t.',' ,,,, f—s .xS. ,y,. ,. �,.. .,•a Wit: t� .c. •r-<mc� 3 '":t J' w .x-'.e� -n, .:�,-,, t. .f. .. wT ,... s w ., r z .. ,.. .. ,3. t�v .. ..E ... `.: c. _ d!.. F• _ .. ,•..� '4 .t. 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W WW NORTHWESTERN BUILDING °-- PRESS TO TEST LAMP-LETTER _ lg A AMPERES M MOTOR STARTER OPERATING COIL' EO.1 ELECTRICAL SYMBOLS l ABBREVIATIONS 219 N. 2ND ST,, SUITE 301 ACK ACKNOWLEDGE MAX MAXIMUM RiN ° DENOTES COLOR �a AIR CIRCUIT BREAKER - DRAW OUT TYPE M I N N EAPOLIS, MN 55401 _ WITH OPERATING MECHANISM E1.0 ELECTRICAL SITE PLAN AM AMMETER MOM THOUSAND CIRCULAR MILS °—O �--+- a PHONE: 612 338-6677 _ � � SELECTOR SWITCH 00 T ANN ANNUNCIATOR MCP MOTOR CIRCUIT PROTECTOR u XToa--a ��� �"O °� EU LIGHTING PLAN FAX: M 2 338-2995 AS AMMETER SWITCH MECH MECHANICAL E12 ELECTRICAL POWER 4 GROUNDING PLAN n$ E-MAIL: i n f o c m a rc h.c o m AWG AMERICAN WIRE GAGE MFR MANUFACTURER -�-a °--� TORQUE SWITCH - NO, NO a--0�---� DISCONNECT SWITCH E13 SPECIAL SYSTEMS PLAN CONTACT: CHRIS OLSON MH METAL HALIDE E2.1" SYSTEM ONE-LINE DIAGRAM >fiq ❑•.�° - } �,yy S 1 S N,y1'JS:»�,..,�•Acc�w+N^mt'c1 s?.y iS y£r BKR BREAKER MIN MINUTE OR MINIMUM FUSED SWITCHn. YVA BLDG BUILDING MTD MOUNTED ° o� SHEAR PIN SWITCH - NC, NO N E3.1 ELECTRICAL PANELS a �� L� E32 ELECTRICAL DETAILS 4 LIGHT FIXTURE SCHEDULE CONSULTANTS: CKT CIRCUIT NF NON-FUSED CIRCUIT BREAKER �� LIGHTNING ARRESTER GENERAL CL CENTER LINE NO NORMALLY CLOSED �A CIVIL ENGINEER 4 �--� FUSE - NUMBER DENOTES RATING Van Sickle, Allen & Associates r CO CONVENIENCE OUTLET NO NORMALLY OPEN MAGNETIC TRIP CONN CONNECTIONS -NTC NOT CONNECTED �x � GROUND CONNECTION 2955 Xenium Lane North, Ste 10 s Plymouth, MN 55441 -2628 CONTR CONTRACTOR THERMAL TRIP - (612) 5 7 7-912 4 CP CONTROL PANEL OL(S) OVERLOAD RELAY CONTACT(5) CONTROL OR INSTRUMENT SWITCH Anthony Pini CPT CONTROL POWER TRANSFORMER Q RUNNING TIME METER UTTERS DENOTES FUNCTION STRUCTURAL ENGINEER PF OW FA CS CONTROL STATION PER FACTOR IENE) Allen & Associates { CT CURRENT TRANSFORMER van Sickle, F U PVC POLYVINYLCHLORIDE CONDUIT -I I- CONTACT - NO, NO RELAY OR CONTROL DEVICE - NUMBER 8 2955 Xenium Lane North, Ste 10 f C COFFER 52 DENOTES FUNCTION, AMERICAN NATIONAL �� DUPLEX CONVENIENCE OUTLET (NEMA CONFIGURATION 5-20R) AT 18 , :.1 Plymouth, MN �5441 —2628 x REQ'D REQUIRED OPERATING COIL, LETTER OR STANDARD (ANSI) UNLE55 NOTED OTHERWISE. "WP" DENOTES WEATHERPROOF COVER (612) 577-9130 DE DUAL ELEMENT >;s O "G .I, DENOTES GROUND FAULT PROTECTED OUTLET (USE OF FEED Re Silverthorne DISC DISCONNECT RS RIGID STEEL CONDUIT NUMBER DENOTES DEVICE � )�E4 POTENTIAL TRANSFORMER - DRAW OUT THRU PROTECTION FROM A DIFFERENT DEVICE IS NOT PERMITTED), � � 9 RTM RUNNING TIME METER TYPE WITH PRIMARY FUSES "ISO." DENOTES ISOLATED GROUND TYPE OUTLET REQUIRED. COLOR � MECHANICAL ENGINEER DP DISTRIBUTION PANEL -- «--- PLUG AND RECEPTACLE r� Wentz Associates 5DS SPECIFIED IN OTHER DIV161ON DEVICE TO BE GRAY 4 PLATE TO BE STAINLESS STEEL, WHERE 7300 France Ave. S. STE 330 =ro ELEC ELECTRICAL OF SPECIFICATIONS .I. CT CURRENT TRANSFORMER COMMERCIALLY AVAILABLE UNLESS NOTED' OTHEIR4UISE. NUMBER Edina, MN 55435 EMT ELECTRICAL METALLIC TUBING o_ o o--a PUSHBUTTON CONTACT - DENOTES CIRCUIT(s) FOR DEVICE SOURCE. SE SERVICE ENTRANCE NC, NO ?, (952) 831 -1180 EP EXPLOSION PROOF SEC SECOND OR SECONDARY cs CONTROL STATION' Dan Sieben 21 �_ ❑ TWO DUPLEX CONVENIENCE OUTLETS (NEMA CONFIGURATION 5-20R) AT 18" EQUIP EQUIPMENT SIG SIGNAL a—o o—• UNLESS,NOTED OTHERWISE. "WP" DENOTES WEATHERPROOF COVER r= ELECTRICAL ENGINEER • PUSHBUTTON SWITCH, F I FURNISH AND INSTALL SDL Vv SOLENOID VALVE MUSHROOM HEAD •- NC, NO O INSTRUMENT - LETTER DENOTES TYPE "GRI." DENOTES GROUND FAULT PROTECTED OUTLET (USE OF FEED K.aeding and associates 5P SINGLE POLE 7300 France Ave. S. STE 330 10 FU FUSE OR FUSIBLE INDICATING LIGHT - LETTER DENOTES THR.I PROTECTION FROM-A DIFFERENT DEVICE IS NOT PERMITTED), 4 � . 5PE05 SPECIFICATIONS " Edina, MN 55435 SSNR "SOFT START" NON-REVERSING DOUBLE CIRCUIT PUSHBUTTON COLOR f50. DENOTES ISOLATED GROUND TYPE OUTLET REQUIRED. COLOR ' ;952) 831 -0317 w GFI GROUND FAULT INTERRUPTER 55R "SOFT START" NON-REV RSI E °-'O °—a SWITCH DEVICE TO BE GRAY +f PLATE TO BE STAINLESS STEEL, WHERE Scott Hutchins CxND GROUND SW MOTOR - NUMBER DENOTES HORSEPOWER COMMERCIALLY AVAILABLE UNLESS NOTED OTHERWISE. NUMBER fx 0- 0MAINTAINED CONTACT �� DENOTES CIRGUIT(s) FOR DEVICE�SOURCE. K; LANDSCAPE ARCHITECT r GRS GALVANIZED RIGID STEEL CONDUIT SWITCH o--�—�° �---� �' TD TIME DELAY i _ _ PUSHBUTTON SWITCH enders Wacker Bergley, inc. 9 l - E—o MOTOR CIRCUIT PROTECTOR (MCP) V THREE TECHNOLOGY JACKS, UNLESS NOTED OTHERWISE, AT 18" EACH W/ 6,5 East Kellogg -Blvd. HD HEAVY DUTY TEMP TEMPERATURE' ___ Categ ory 5e CABLE ROUTED TO ROOM 121, OVIDE 4 x4 x2 1/2 JUNCTIONt. Paul, MN 55101 g y ,_ HP HORSEPOWER T'STAT THERMOSTAT o ENERGIZED TIMER CONTROL - BOXTW)/ SINGLE GANG MOUNTING BRACKET. ROUTE 1" EMPTY CONDUIT TO 51 ) 221 -0401 HPS HIGH P 55URE SODIUM NC. NO <- °-� MOLDED CASE CIRCUIT BREAKER UN UNIT NEATER ACCES51BLE CEILING OR LOWER CHORD OF BAR JOISTS FOR CABLING, rr Wacker HTR HEATER HZ HERTZ (CYCLES/SECOND) °�° ° DE-ENERGIZED TIMER SEE SPECIFICATION SECTION 16105 � Y VOLTS �' CONTROL TRANSFORMER CONTROL - NO, NO �....,,�fr R' YM VOLTMETER (� MOTOR BY OTHERS. SEE PLAN NOTES FOR DESCRIPTION OF WORK IMC INTERMEDIATE METAL CONDUIT VS VOLTMETER SWITCHFLOW SWITCH - NC, NO } x INCAND INCANDESCENT Vv VALVE ® RUNNING TIME METER �,. CIRCUITRY W12M2 CONDUCTORS, UNLE55 SLASH MARKS ARE SHOWN WHICH MALL IND INDICATING OR INDICATOR DENOTE QUANTITY OF 12 CONDUCTORS, IF OTHER THAN TWO. SUBSCRIPT AT LIQUID LEVEL SWITCH - W WATTS OR WIRE NC, NO -- THERMAL OVERLOAD TRIP UNITS SLASH MARKS DENOTE WIRE CAGE, IF OTHER THAN �12, 1 DENOTES AN { JB JUNCTION BOX / WITH INSULATED GROUND CONDUCTOR (12, MINIMUM) CONNECTED TO THE �Y W WI ®—< STABS ISOLATED GROUND BAR IN THE INDICATED PANEL. CURVED LINES HEREBY CERTIFY THAT THE PORTIONS kVA KILOVOLT-AMPERES WHM WATT-HOUR METER o--o— —a '°—r' TEMPERATURE SWITCH - REPRESENT CONCEALED CIRCUITRY 16 REQUIRED,D, STRAIGHT LINES � THIS TECHNICAL SUBMISSION E WM WATT METER NC NO �:tRING MY SEAL AND SIGNATURE, kVAR KILOVOLT-AMPERES REACTIVE - REPRESENT EXOP05ED CIRCUITRY 15 ANT.ICIPATED. ALL EXPOSED ¢,r WW WIREWAY POWER TRANSFORMER ^ .RE PREPARED 8Y ME OR UNDER kW KILOWATTS o--� CIRCUITRY IN WORKROOM 4 PLATFORM WHICH 15 BELOW 96" ABOVE °,' SUPERVISION AND RESPONSIBLE r WP WEATHERPROOF °�� PRESSURE SWITCH - NO, NO HARGE. I AM A DULY REGISTERED LT LIGHT FLOOR SHALL BE GALVANIZED RIGID STEEL. tul ER UNDER THE LAWS OF XFMR TRANSFORMER o---o - DENOTES CIRCUITRY UNDER FLOOR SLAB OR UNDERGROUND. CONDUIT TA E OF M1NN EsoTA. f° Ll'1F LIQUID-TIGHT METALLIC CORE FLEXIBLE a— LIMIT SWITCH - NO, NO CONDUIT SURGE CAPACITORS IS NOT PERMITTED IN FLOOR 5LA55. WHEN CONDUIT RISES UP, IF NOT PAUL F, KAEDING CONCEALED E IN WORKROOM 4 PLATFORM THE CONDUIT SHALL BE ® E--®-4 FUSE TRANSITIONED TO GALVANIZED RIGID STEEL 0M ELBOW UP TD 96 x, POWER FACTOR CAPACITORS WITH �N E a---00o--a ��E�D FUSING AND INDICATING LIGHTS ABOVE FLOOR. - ° � , SINGLE POLE WALL SWITCH AT 48". 5U55C IPT 3' DENOTES 3-WAY 11/2s/o0 DISCONNECT SWITCH SWITCH 3 SUBSCRIPT '4' DENOTES 4-WAY SWITCH. X DATE ISSUED RELAY WITH SHORTING CONTACTS o--0 -a T SINGLE FACE L.E.D. EXIT SIGN. ARROWS, IF ANY, DENOTE DIRECTIONAL 9955 GUIDANCE CHEVRONS REQUIRED, t REG, NO COLOR �. 6,z.aM+xa:('3e. �1a�':4:`,.ez-aE�xi,i;'a '."a�7 �.'3r$k;;Ffi��`,"c :r'ar3i3`i`� o� I FUSED SWITCH DOUBLE FACE L.E.D. EXIT SIGN. ARROWS, IP Y, DENOTE DIRECTIONAL" Xl T T GUIDANCE CHEVRONS REQUIRED. rh A AMBER O ORANGE . -1- GROUND CONNECTION A FIXTURE DESIGNATOR. LETTER ON TOP DENOTE5 FIXTURE TYPE. NUMBER hs BK BLACK R RED DENOTES CIRCUIT (EXAMPLE 1=CIRCUIT 1). LOWER CASE LETTER DENOTES { ` CONTROL SWITCH LE CHASSIS GROUND C�_. BR BROWN V VIOLET rw't° INDICATING LIGHT - LETTER p ANTICIPATED OR REQUIRED JUNCTION BOX. F' BU BLUE W WHITE DENOTES COLOR UNITED STATES POSTAL SERVICE GRN GREEN Y YELLOW CONTROL TRANSFORMER GY GRAY : r THERMAL OVERLOAD TRIP UNITS- PRIOR LAKE MAIN POST OFFICE 1 � < STABS War, s 16887 DULUTH AVE. SE f DEVICE MOUNTED IN MOTOR IP PRIOR LAKE, MINNESOTA CONTROL CENTER (MCC) x } DEVICE MOUNTED IN FIELD z DEVICE MOUNTED IN CONTROL x ; PANEL f , O f USPS PROJECT NO. Y86856 ;k E SHEET TITLE: a ELECTRICAL SYMBOLS ,rye AND ABBREVIATIONS d 1 f$ 4ii REVISIONS: y .�j ;E. NO- DATE: BY: A U r r O }s+"� f CD i iri � ,apt PROJECT NO: o •-• 98110 5 U � DRAWING DATE: 1 1/29/00 r • m N t -moo + h : �. DRAWN BY: MRB co 33s x t 4• u � O z•T' m Q LO y cc iT cn EOml c� 10 o k SHEET OF I% rr 4_: Y . o FILE: z o Ir LijO E. 1 N � � CrCUNST-RUCTI SET 11 / 29 / u c , g Ak S COPYRIGHT C 200 o ,... ., r v s. .. .. r� a -. ,. n � ..• rF. .+. 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'fi, .. rt .,r. �s`� ... �' S- ... 3 x,.-..-,�":,•.� ,...sr., ... ...... rw .;I r&'�,.x.zl. ..a,s. :,.. .,v ...s, ` � .,.,. :.$?8i,-e1_.. d,3.`A,,.,'A.. ' r,,.;y .,'>X'M.,...s�.,.f eY. '.4 Y. ......n3 .,.i.o- ..�:..t,.,,.,,1,..e..a....'vF rr.,.. 5 xc ..a.�,,-y..,x..r .a, '...-».....,-.,1t..::;>. „avc...,r:.........._,ct,,,.,.t� ��X` ,r, .. +, t - _ x _, II ' .— ¢¢. �} i � ,f ' IM - fri . - Q_ }�� _ r I U AIL 1 ¢ . . co ARCHITECTURE PLANNING DESIGN , 1 , It w w � + - NORTHWESTERN BUILDING CMA, P.A. w �: 2 �; . . , N �: • 219 N. 2ND ST., -SUITE 3O1 . MINNEAPOLIS, MN 55401 1 FAX: �612� 338-2995 PHONE: 612 338-6677 00 . x tD raj o E-MAIL: in#o@cmarc com co EN . CONTACT CHRIS OLSON zf fi;� '11 .N . r"-Frxhs::i,,.aviCn. r`r��-+` . '14 CONSULTANTS: M-14 . CIVIL ENGINEER �'" Allen & Associates 6, ,> Van fickle, 2955 Xenium Lane North, Ste 10 "Iv p , _ Plymouth, MN 55441 —2628 3?1`1 Anthony 7Pin g 124 M, l STRUCTURAL ENGINEER A' AA'''' II p� *' ' Van Sickle, Allen & Associates gf 11 y i CAN L NOT NUM D '`TOTES s 2955 Xenium Lane North, Ste 10 1. CONTRACTOR SHALL VISIT SITE BECOME FAMILIAR W/ EXISTING CONDITIONS O 120V ROOFTOP EXHAUST PAN W/ SPEED CONTROL BY MECH. CONTR i1 SECONDARY SERVICE LATERAL SEE SHEETS E12 4 .E2.1 Plymouth, MN 554,41 —2628 �. -. ... .I .. .. . I...I .. .I . . .. ... ..I. I .. I .I .I I .I..1 .,I I",I1....-..I.III-II I.:.I 1I I.,I 1.,I......!,�I..I..­I!',110..,�1,.,.,.',1...,.I_..,.t"t;x_,,,k,l_,..,a,_�-t?,". "!,II"'.,".,.P.1,I ./.I,-.II,:,�.1..rI r_I"­,1'.,.,4.I _b.-.,_3 I."I..I.­,..-I.4-I­.,; I�I/?;.`e.,I.l .,_,l'"._;'1'-.I,,:1/..1. 1."..t ,I"6;1,_.,I .1./,0_1­­.. 1.�-"i i*!I;,�.1-d:.:I!.:r:;­i,.-­.F:... ,..'_fl:-_.:_..,,1­­­.-. :_—:T,:.I..1­�. —,_i.,.I.I�&:.I,—!;I I r,­._E,4;..-­ .­1.,,I1,0 P1.—,I�l.4.0,I.1!.,!*-j-"­..4-IR,­.LI,"I1.1 I_0.IT_-,1..-.,.,;i/ "U_­..(­,..,_._..1,-­.i;":4".1­.'­E.13Iz"-,,,1ji:7.,,i 1I 2V,'.,I­j,_tI I-.-.,..-,_1t�CI-->.*­­­'L.I-.I,b,',.i I,1it A;,-,t­;i!­".I­.rL'A.!M':I.T.I1,­._­,_I!4.*I1I 1:,!'1­.!.,._—.I [.si.i--1,I A_:--"'1-_. ,kIWg.(-,."I­�.-!;_-III L .­---.1-.I.1­ .*1;,:;I,1..�­..­S1 ­-.'i7I.:..1 1-T- !I:I;t.!;_.._-_._­. ...I_,1.;—�.1_ ,­­1_.' ,._4-.__IIII1-,;:7II,I._1.­. _.!;�jL.'1y:11;:.i s;;,,1:i_:-'­_ .,-.I/,­-­.".,_ 1.....1 IZ 1,1 ,.,1 % T,1 kSi V S;0 6F A,0'.', mI2 VT x-0 PRIOR TO BIDDING (FIELD CONFIRM QUANTITIES, LOCATIONS, CIRCUIT ROUTING, ETC). MOUNT SPEED CONTROL AS REQUIRED BY MECH. CONTR. ROUTE "I (612) 577-9130 2-1/G-'%2-I/2" TO INDICATED CIRCUIT VIA SPEED CONTROL B.AS. 12 . EXISTING TELEPHONE TRUNK TO BE RELOCATED, BY TELEPHONE Reg Silverthorne 2. ALL CIRCUITRY ON THIS SHEET SHALL BE CONSIDERED 3-I/G-�10 1-1/C- ®-GND-i", CONTROL RELAY, COORDINATE W/ MECH CONTR UTILITY, SEE Si='ECIFiCATION SECTION 16100 MECHANICAL ENGINEER 1,t UNLE65 INDICATED OTHERWISE. SLASH MARKS SHALL DENOTE QUANTITY OF SIG f3E ' CONDUCTORS IF GREATER THAN TEE. NUMBER NEXT TO SLASH MAR1G5 ' 13 3-1/C-�10 (LIGHTING) 3-1/C-#10 (SIGN/OUTLET) 4 2-1/C-�10-GND-1" , Wentz Associates . JO - �2 ANTICIPATED LOCATION OF FIRE SPRNKLER SYSTEM POST INDICATOR O 7300 France Ave. S. STE 330 }� DENOTE CONDUCTOR SIZE, IF GREATER THAN *10. i DENOTES AN INSULATED VALVE (P.I.V.). MAKE CONEECTIONS TO FIR ALARM SYSTEM. 0 SA :. 14 3-I/G-�90 (LIC�I-ITINCx) 2-I/G-�10 (OUTLET) 2-I/G- 10-CND-1 Edina, MN 55435 :4 GROUND CONDUCTOR. UNUSED CONDUCTORS SHALL BE TAPED 4 TAGGED "SPARE" '" (952) 8.3 -1 180 O3 WP. DUPLEX, G.F.I. PROTECTED OUTLET, DO NOT USE FEED-THRU FEATURE, 15 2-1/C-�10 (SIGN) 4 i-1/G-010-GND-1" Dan Sieben re'; 3. TELEPHONE UTILITY 15: Scott-Rice Telephone Company AT 24". ROUTE 2-1/C-�12-1/2" TO NEAREST CONVENIENCE OUTLET BELOW. 4690 Colorado Southeast 16 * CONNECT ONE LUMINARE TO EACH LIGHTING CIRCUIT LUMINAIRE ELECTRICAL ENGINEER Prior Lake, MN 553�2 ® Horton Controls -IPSGOT, OR EQUAL, PHOTOCELL. AIM NORTH, ROUTE CLOSEST TO DULUTH STREET TO BE ON CIRCUIT 32. CONNECT OUTLET Koeding and Associates f CONTACT: Mr. Terr Crawford 1-4/C-*18-1/2" TO Horton Controls +�IPCU CONTROLLER IN RELAY PANEL 7300 France Ave. S. STE 330 r; y TO CIRCUIT LPE4-10 VIA RELAY RPE4-28. .iina, MN 55435 .11 (952) 226--10-10 RPE4 TO CONTROL RELAYS AS INDICATED. SEE SHEET E3.1 FOR.SETTINGS . it CONNECT ONE DOWNLIGHTING LUMINARE TO EACH LIGHTING CIRCUIT, ,152) 831 —0317 µ,11 4. ELECTRICAL UTILITY IS: Xcel Energy O ROOFTOP-UNIT BY MECH. GONTR• FURNISH 8 INSTALL 30A, 600V, 3P, HEAVY p0WN LIGHTING. LUMINAIRE CLOSEST TO DULUTH STREET TO BE ON Scott Hutchins _ f 'i ' 5309 West 0th Street DUTY, NONFUSED DISCONNECT SWITCH. ROUTE 3-1/C-10 4 1-1/C-flO-GND-3/4". CIRCUIT 32, CONNECT FLAG LIGHTING LUMINAIRE ON CiRCUiT 32, LANDSCAPE ARCHITECT R Edina, MN 55439 TO INDICATED CIRCUIT 4 MAKE CONNECTIONS. FURNISH 4 INSTALL `-7nders Wacker Bergley, inc. . CONTACT: Mr. Paul Jubert DUCT SMOKE DETECTOR COMPLETE W/ SAMPLING TUBES, HOUSING, 4 IS EXISTING STREET LIGHT TO REMAIN, SHOWN FOR REFERENCE ONLY. ;�;5 East Kellogg Blvd. I. (952) 829-4542 REMOTE TEST-RESET STATION. MOUNT REMOTE TEST-RESET STATION 19 EXISTING STREET LIGHT TO BE RELOCATED, COORDINATE W/ CITY. t. Paul, MN 55101 I. yu NEAR B.A.S: CONTROL PANEL IN ROOM 121, MAKE CONNECTIONS FOR 65� ) 22� -0401 �', 5. CABLE TELEYISfON UTILITY 15: Medjacom UNIT SHUTDOWN. COORDINATE . CIRCUITRY INDICATED IS BASED ON SITE SURVEY INFORMATION, _ ,�rry Wacker `! CONTACT: Mr. Steve Haeg FIELD CONFIRMATION 15 REQUIRED. SEE GENERAL NOTE 6. ,: (952) 440-9650 ® ROOFTOP UNIT BY-MECH. CONTR FURNISH INSTALL 30A; 600V, 3P, HEAVY � . � ,.;. � � DUTY, NONFUSED DISCONNECT SWITCH. ROUTE 3-1/C-12 4 i-1/C-"12-GND-3/4" : 6A, 120Y MONUMENT SiGN ROUTE 2-1/C- 10 t f-1/C- O-GND-3/4 TO LPE4-8 : ri°s 6. CITY- LIGHTING UTILITY IS: Cit of Prior Lake -- Maintenance Center VIA RELAY RPE4-21 . r� TO LPCi-2,4k 4 MAKE CONNECTIONS..COORDINATE . 41 110 3 Adelmann Street Souheast I 21 ANTIGfPATED LOCATION OF UTILITY METERS, SEE SPECIFICATION r �; .` Prior Lake, MN 55372 0 TWO 4" PVC CONDUITS FOR TELEPHONE SERVICE, SEE SPECIFICATION �:. CONTACT: Mr. Bud Osmundson GENNRAL NOTE 3. 5TU8 CONDUIT 6" ABOVE FLOOR, SEE SHEET E13 SECTION 16400 $0 (952) 441-9890 O # " r 1) 1 ® 2" PVC CONDUITS FOR CABLE TELEVISION SERVICE, SEE SPECIFICATION 22 3-I/C- 0 (LIGHTING), 3-1/C- 10 (SIGN/OUTLET) 2=1/C- 10-CND-1 TO „ INDICATED CIRCUITS VIA INDICATED RELAYS • -., iEIT'-BY CERTIFY THAT THE PORTIONS 0i GENERAL NOTE 5. STUB CONDUIT 6 ABOVE FLOOR, SEE SHEET E13 I. , THIS TECHNICAL SUBMISSION II ~ 23 28A, 120V BUILDING MOUNTED LOGO SIGN ROUTE 2-1/C-�10 4 i-I/C-MO-GND-3/4' - BLAPiNG MY SEAL AND SIGNATURE K, 0 TWO.6" PVC CONDUITS FOR POWER SERVICE, SEE SPECIFICATION 4 GENERAL TO LPE4-16 VIA RELAY RPE4-29. FIELD COORDINATE LOCATION ^ I?� PREPARED BY ME OR UNDER lsa NOTE 4• STUB CONDUIT INTO PRIMARY SECTION OF TRANSFORMER PAD 1 SUPERVISION AND RESPONSIBLE ' 24 6.1A 120Y BUILDING MOUNTED LOGO SIGN ROUTE 2-1/C- 10 1-1/C- O-GND-3/4" � Rr�E. I AM A DULY REGISTERED �` 10 PAD MOUNTED TRANSFORMER BY UTILITY Co. FURNISH d INSTALL �Ii;INEER UNDER THE LAWS OF `` O PAD, SEE DETAIL ON SHEET E32 TO LPE4-18 VIA RELAY RPE4-30. FIELD COORDINATE LOCATIONt of MiNNEsoTA. �: 0. 2, I !L F. AEDING r ; .1.-..-...-. .. ... .. I . �� // _ x; ;.. N E zi ;� 1 / 11 1 A R . I' is 1 1/29/00 } ,, DATE ISSUED t , i I d;;, ,,. :, ._: - _.. ,. _. _. _._.... ___. 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PASSIVE INFRARED) OCCUPANCY SEN�R2, CONNECT TO ADJACENT 1 r . .,. ;, ' 1 8 ; ; SENSOR W/ CONTROL UNIT AS INDICATED, SEE SHEET E2.1 ,: . -- g W �ffl� ,1, 3' , 3 1 ,a - © FURNISH 4 INSTALL WIRE GUARD(s) FOR ENTIRE LENGTH OF THIS tan 38 36`-. °' ( ;1 I I S H TITL TU10 Cl'. RPE4-IPA `1 Y I 9 8 M FIXTUi�E .4 PROTECTIVE LAMP SLEEVES ON ALL LAMPS. EET E: . ,, I I G LAY(s), SEE F IaPE4_19 0 I r Q ROUTE TO INDICATED CIRCUIT(s) VIA INDI •ATED RE '! , .". ._ . ;, I', 'Al WE4-2,3 I LPE4 _,.."5 I I k 1�, RELAY PANEL SCHEDULE ON SWEET E3.1. LIGHTING PLAN 4 _ I , ,. i. - . 9 1 9 1 I 8 12PE4 1 iI K4 Q I � s 13 3 2 ri 8 ® CIRCUITRY CONTAINS UNSWITCHED PHASE LEG. SEE RELAY PANEL . . . N 36 12 1 10 HPE4 3 � ! SCHEDULE ON SHEET E3.1 4 SCHEMATICS ON E2.1• CAP 4 TAG UNUSED a 36 ; , , ; Cf - _ _ -- - -_ - `;! 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I .I . i �I ' ,ti I T. -<< ' - _:x - �llM N®T5 I 36 , X,' 38 38 38 38 1. ALL CIRCUITRY ON THIS SHEET S 4AL,L *I616T OF 201 CONDUCTORS . ,J II:- 3" PLUS 112 GROUND CONDUCTOR, UNLESS NOTED OTHERWISE. SLASH C C. .": _-: PROJECT N0: 98110-15 . MARIGS DENOTE QUANTITY IF GREATER THAN TWO `PLUS GROUND, -. 1 . SU55CTRIPT NUMBER DENOTES CONDUCTOR GAGE iF GREATER 3 *...- _..__ ;.. a n DRAWING DATE: 11/29/00 4� THAN 012, t DENOTES ISOLATED GROUND CONDUCTOR, ALL CiR�CUITRY . v - DRAWN BY MRB - TO HAVE BUILDING GROUND CONDUCTOR �. a • 2- DENOTES UNDERGRCOUND/UNDERSLAB CIRCUITRY . • North -o 3. CONNECT ALL EMERGENCY 4 EXIT LIGHTING BETWEEN UNSWITCHED o c 0 2 4 6 8 12 16 24 0 0 1 1 `� PL . PHASE LEG 4 NEUTRAL. v� - � SCALE: 1/S"=1'-@" Graphic Scale . . I - I ' -v H � p SHEET OF . _ . CM - FILE: zk O . . r O I . I I I -. ­. 1. 1 N o W •, A, P.A. 20100' I I O � - x COPYRIGHT CM •". 1 ).' _. .: .. • �_ _..__ ",,:ya'•'W?-+' .:cam:-r. tt .. , • . : - _ :. -, • - I I . . .� � I . I . . . . .I .- . 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I . a I I I - NUME L'I'M NOTE5 � - - � � I I I . 49 � � 10 I (/i � � . . �5 OVERHEAD DOOR OPERATOR W1 056TRUCTION SENSORS 4 3-51LITTON . � W � . _am u 'm . a- .� 120/20,5V, 3ph, 4w PANEL, SEE 544EETS E2.1 4 E3_1 � . (D OUTLET FOR ELECTRIC WATER COOLER (E.W.C.), COORDINATE W/ 4 g CORD DROP PE R* DETAIL ON SHEET E32 I I . . I I I . �F. ____ .1­1 I 1�1 I L­ (D � . I LOW VOLTAGE CONTROL STATION. MOUNT CONTROL STATION AT 54" 4 .I . . I I 'It., CTURE PANNING DESIGN� ,�, -1, ' MECH. CONTR . 0 FURNISH.4 INSTALL Pass 4 Se9mour 04600-1, OR EQUAL, FLUSH - R ARCHITE I ' ROUTE 1-4/C-98-1/211 TO ASSOCIATED OPERATOR., MOUNT O56T ZUCTION ­ I . 1 C14 - . (D . RELAY PANEL, SEE SHEET E3.1. COORDINATE W/ MECH. CONTP, (5) POWER-ASSISTED DOOR OPERATOR.W/ HEAD MOUNTED MOTION . LOCKABLE ENCLOSURE. KEYED TO MATCH EXTERIOR OUTLETS 5EN50RS AT (o" 4 ROUTE 1-2/C-18-1/2" TO.A55OCIATED OPERATOR . 1. . 1- 11� * ,.- - . ' - . . - I I I I . � W. I- (D MAIN ELECTRICAL SERVICE PANEL, SEE SHEETS EIO 4 E2.1 . SENSOR 4 D15CONNECT SWITCH ,5Y GENERAL CONTR ROUTE . W1 NEMA CONFIGURATION 11L(b-30R RECEPTACLE AT 4&11. ROUTE . FURN15 4 INSTALL LOCAL SINGLE POLE DIBCONNIECT�WITCH 4 ROUTE I I . ­t CMA, P.A. I I � .­ � , �_ I- . 2-1/C-12-1/2" TO INDICATED Cf�alT. 3-1/C-10 4 1-1/C-010-GNUD-1/2 TOR5'FOR.FUTURE 2-1/C-012-1/21' TO INDICATED CIRCUIT. COORDINATE W1 GENERAL CONTR . . - ,n NORTHWESTER1,41 BUILDING _ � . . . I I I �� . � . . .1 w G) 211/40OV, 3ph, 4w PANEL, SEE SHEETS E2.1 4 E3J . I ,R, - N I uj 2. U5E) TO LPC2-(o,6. COORDINATE OUTLET CONFIGURATION 4- 15REAKER I . I I . I . , 21 9 . 2ND ST., SUITE . 301 I,' , . 1� � 0 FIRE ALARM CONTRIOL PANEL, 5EE 5HEE E13 FOR ADDITIONAL . ­ * * . . . ., MN ' 55401, a: ....�. . . . REQUIREMENTS W1 U.S.P.5, NEMA CONFIGURATION L5-20R A66VED I (g FUW16H 4 INSTALL 60A, 3F, &OOV, FU515LE DISCONNECT SWITCH W1 . . I MINNEAPOLIS, V) -� . (�) 460,120/208V TRANSFORMER, SEE SHEET E2.1 WALL MOUNT Will REQUIREMENTS. . . 1 7 , . . .11 , ': -7 . � -IIC-% 4 . 1 -1 PHONE. (61 �) 338-667 , , I - � 50TTOM AT IBb" . 1 3 DUAL ELEMENT FUSES FOR TRASH COMPACTOR. ROUTE 3 , . I __ .�� FUW16H 4 INSTALL Eaelle ,141366, OR EQUAL, WEATHERPROOF ql'�i i � m - ��) o2lo 5ARE 5TRANDED COPPER GROUND CONDUCTOR FROM I-I/C-#a-GND-3/4I' TO 'E4' ELECTRICAL SYSTEM FOR BIDDING PURPOSES 11� FAX, (61 �-) 338--2995 COVER (N.E.C. ARTICLE 410-5.1 COMPLIANT) 4 G.F.I. RECEPTACLE / i I -1 , . 00 �11_.Iq 06 POWER/LOW POTENTIAL JUNCTION BOX FOP CCTV SYSTEM, SEE GROUND LOOP TO STRUCTURAL 6TEEL AS INDICATED. FUW15H 4 ASSUME HFIE4-26,28,,30. COMFIRM ALL PARAMETERS W/ U.6.P.6. PRIOR . . z"", E-MAIL: info0cmarch.com I I � V_ , MOUNTED IN PROTECTIVE ELEMENT, SEE ARCHITECTURAL DETAILS. . . I 111'� I . �1, CONTA - I SHEET E13 FOR ADDITIONAL REQUIREMENT5 TO INSTALLATION. I CT, allRIS' OLSON W I INSTALL THERMITE WELD AT 6TURCTURAL STEEL 4 AT GROUND . . � I I ! 'I . �� . .1 I I ROUTE 2-1/C-12 4 I-I/C 112-GNO-1/211 TO INDICATED CIRCUIT VIA ��, . CD ;g . . * . 11.� LOOP. THERMITE WELDS SHALL BE CAdukeicf, Terhmoweld, OR EQUAL - ' . � . W - � I &A 11 i . I I 1 0 � Z4:z . . 'FLOM 5LA13. 6EE'6HEET EI-3 FOR ADDITIONAL . - I I 0 0 FURNI-6H 4 INSTALL Pass 4 6eqmour 04600-26, OR EQUAL, FLUSH ' INDICATED RELAY. CONTR. tjAY WM51NE CIRCUITS W1 51MILAR 2� ROUTE CIRCUITRY UNDER g- , . , (D 0 . � I 1, � . ­ I . _ :R gj LOCKABLE ENCLOSURE. FUW&H TEN <EY5 (TOTAL QUANTITY) �R 04/0 5ARE STRANDED COPPER GROUND ,LOOP CONDUCTOR OUTLETS FOP, COMM. ON HOME RUNS W/ NO MORE THAN 3-PHA6E LEGS. I . - 4 REQUIREMENTS . I . � "I . . . .: .1 , I I 11 � � ,i� �" :' AROUND ENTIRE BUILDING PERIMETER A5.1NDICATED ' * I . . 1� CONSULTANTS ..... 'i i - � - -_ '� I g ROUTE CIRCUITRY THROUGH CASEWORK TO WALL THEN UP 4 TO PMEL I �e� ' (j) ' Qmark 0CDF541/CDF-RE/CDF-T, OR EQUAL, CEILIWG HEATER, . q� FUW15H 4 INSTALL 6IMPLEX 5-20R RECEPTACLE IN 5AR JOIST . I � i- � N, A I , . `� . P-11, , FACTORY WIRED FOR 4W, 211V, g1h W1 INTEGRAL THERM05TAT 4 (D 02/0 BARE STRANDED COPPER GROUND CONDUCTOR FROM FOR INFRARED HEATING SY6TEM BURNER. COORDINATE LOCATION MOUNT DEVICE IN CA5EWORK, FIELD COORDINATION IS REQUIRED. ROUTE I . . �-.1 . I �tl ENGINEER . �_ CIVIL . . i I . �111 RECE55 MOUNTING ENCL05URE. CONNECT FOR 2kW OPERATION . . I t­ � GROUND LOOP TO ELECTRICAL SERVICE (MDP GROUND BU,5). Wilt MECH. CONTR . ot,�.- ),,,/ajj Sickle., Allen & Associates I 01 I . . . I ROUTE 2-1/0-qO 4 1-1/0-90-GND-3/4" TO INDICATED CIRCUIT FURN16H 4 IN6TALL THERMITE WELD AT GROUND LOOP, SEE �� ROUTE CIRCUITRY UNDER FLOOR SLA5 TO COLUMN MOUNTED OUTLET5 . . . r­ .,,951, Xenium Lane North, Ste 1 0 . I . I I � . N g 3/4p, 120V INFRARED HEATING SYSTEM VACUUM PUMP, BY MECH. . --- 1- ALL EXPOSED CONDUIT*SHALL 5E GALVANIZED RIGID STEEL ­,, 55441 9628 1 N NUMBERED NOTE 15. ' . 1, - iP!%/nouth, MN . � , 10-1- (�) Qmark �r,DFE751/C5F-RE/CDF-T, OR EQUAL, CEILING HEATER, . . CONTR.. FURNISH 4 INSTALL BINGLE POLE LOCAL D16CONNECT WITCH . I .. I I . � ,,�, � �: 11. 4 , , Z . I . :�, I 4�_ I - m . I ��, 44 FACTORY WIRED FOR 5kW, 211V, 1ph W1 INTEGRAL THEW06TAT 4 �j) JUNCTION BOX ON F>LYWOOD MOUNTING IBOARD AT 45". ROUTE C.00RD.INATE Will MECH. CONTR. . I . I -�I'j, I . 11 . . 9 . chromalox 10AR-115C/AR-115CKC, OR EQUAL, HEATING THERMOSTAT W/ OOF � . ,: ". _,ony Pint I I 11 . I a�l 1. . MR.! RECE66 MOUNTING ENCL05URE. ROUTE 2-1/C-10 4 I-I/C-flO-GND-3/4 3-1/C-010 4 I-I/C-vIO-GND-1/2" (OVER51ZED CONDUCTOR$ FOP, FLITURE­ 1. I , " TRUCTURAL ENGINEER N TO INDICATED CIRCUIT . . U5E) TO LPE4-20. COORDINATE OUTLET CONFIGURATION 4 BREAKER �� INFRARED HEATING SYSTEM CONTROL PANEL, 5Y MECH. CONTR. - TO 100"F RANGE, 10A CONTACT, KN05 COVER,- 4 1211 CAPILLARY TU5E . . �1�1_ S . _� 11 - I . MOUNT TOP AT &&". ROUTE*2-1/C-1112-1/2" TO LPE3-5. COORDINATE LENGTH, ROUTE 5EN50R TO CARRIER PLATFORM. ROUTE 2-14-1112-V211 TO . . 1��z i z Associateaz � ,:, , I - I . - �1�� , I 11 ,;l Sickle, Allen 6 11 _41'� - REQUIREMENTS W/ U.5.P.6., NEMA CONFIGURATION L5-20R A65UMED :", , -) Xeniurn Lane North. Ste 'I 0 , " �� FURNISH 4 INSTALL Pass 4 6eqmour 04600-a, OR EQUAL, FLUSH . . . I " . ��,',� . W/ MECH. CONTIR., L RELAY PANEL RPC2 FOR CONTROL FUNCTION I'OTI', OBTIAN 120V WURCE ' t,� �'.j-5 1 . _ . . . ,,- � I I � . ­1, "I -MN -2628 1 I"' . 6 �, yrn-outh, II I I . - LOCI�,AI31._E ENCLO&URE. KEYED TO MATCH EXTERIOR OUTLET5 �D TWO Paws 4 6e mour 9G6362-GRY5P, OF! EQUAL, 20A, 12OV, DUPLEX 11 �_(o) RECEPTACLE 4 4"x4" DEEP JUNCTION BOX AT 54" FOR ELECTRONIC AT RELAY PANEL. SEE SHEET E3.1 .L I � I . . ',' 55441 - I I N . "" E 7­9130 m. TV55/15OLATE� GROUND RECEPTACLE6 W1 2-1/C-.12 4 I-I/C-12-61:ND-1/2 - I . ,1 .(�1 2) 57 j I ` , �I . ­- '� . TIME CLOCK (ETC). ETC BY U.6.F.�. ROUTE 2-1/C-12-1/2" TO LPE4-26. 5EE . I . I -ie (D ELECTRONIC, ARTICLE SURVEILLANCE (E.A.5.) CONTROL PANEL. . . L . ,41 Reg Sdverthori I . TO LPE4-72. I I -11 I - �_, . - 9 5EE SHEET E13 FOR ADDITIONAL REQUIREMENT6. SHEET E13 FOR ADDITIONAL REQUIRMENT6. COORDINATE W1 U-6-P-5. . . . . . " L ; . �' - . . � I ; ; � : , k I . I t ; I - 1 MECHANICAL ENGINEER R . . . ; t i . ; " . .. I I I . i . i I—, ; I I �____.­L I- . ­� I ­ I ­­ I—— ; . : . ,, � ; I wentz -.,-�.ssoclates ,__ i . 111 ,L__ I.I.- L . ­ I I . � . .. 1. ; '. , - ­_ - " � " . i - � ­ L I I ', I ' . , . �, . - I ; . .... I � ; 1 � I . . "' L : ­ � � � `� . ­ , $ 1 7­ ' . I . _�, I "` 0 _,. . I I I ­.1 . . . � ­ �, i. i . � . ,� ! I 1. I �L . . .5�ii 7 30 0 France Ave. S.- ST E 3,30 -­ I I - I : - I 1. � � � . , � .... '' : -1. - - __ � ­­ I - I i � . ­ I . I . . . ; : ; . I I � . ,_ I - 1. I I I I - - : � - i I I w _'�� � , MN .55435 . ", � . I �, I . . . ,, �I ,-1. ­­­-, I I I j �­ I - I ,, Edina a . - . . i r ! I : I . I : q . . I I . I . , I I . . L � I I . � i :�� (,q 5 2) 8,31 -1180 1 1 � - L I i I . I. , I : . 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L .. -*.� .,_. .. .. . r .. a '>.h -4 :v u r L,. 3 v �" v.._6 v.-r..a'Y,:eti..�v;... .� _„ ..{w w_.3,._.,rm.,v, ..r..Cn ,a..v..u .. .. ..+. :�. ._ , S .. -, n k .. C: .. k - .. -.. ,.}.� ... ..•,xY ..m„Y ,., G. «c x�..:-Re m rll>.S , ,. r +,x _ ., ... .'9. ., ,. .s.. ,..,.3.rT...«.- .. .:s.y..•.•.b ..u..L-.....w!t,i5 .-.'Xr.... 'F>"4` ,�,. r.t_._>_..a':5'• _9,...a„�..t.:,ska•...�';C�:,.S:.-��.,.-.+i,-a........M.._._.r�:4&t"`.:� .,..ti��HL'.i•`'v.'.,.w.s w+3":x ,..e,...ax .w�.xG»4�.�...,'+E!..a�.a«ss3` „Nr.,., ..... .._ ,_. ,..... �� h�: ,' /�/�' ,'r . 1� ®� ® , ACE} V J 5,>t: 1_) `� t 1 FIRE SPRINKLER SYSTEM FLOW 4 TAMPER SWITCHES UNDER DIVISION 15, 0 EAS CONTROL PANEL, SEE SPECIFICATION SECTION 13'106. MOUNT BOTTOM 15 ARMING KEYPAD, FOR INTRUSION DETECTION SYSTEM, SEE SPECIFICATION SECTION 2�4 48"x%" SHEET OF 3/4 PLYWOOD W/ TWO COATS OF GRAY FIRE RESISTANT _ u AL I ri O FURN16P 4 INSTALL FiRE ALARM SYSTEM SUPERVISORY MODULE FOR EACH AT 96". ROUTE 2-1/C-*12 4 1-1/C-012-GND-1/2" TO LPCi-4. ROUTE 1-2/C-*16-1/2" 13102 4 WIRING DIAGRAM ON SHEET E2:1> COORDINATE W/ GENERAL CONTIR PAINT FOR TECHNOLOGY SYSTEM CABLING, SEE SHEET E12 FOR POWER �§ nw �", I - 1, . SWITCH MAKE CONNECTIONS TO FiRE ALARM SYSTEMI V . CCTV MULTIPLEXER. COORDINATE W/ EAS 4 SECURITY CCTV INSTALLER REQUIREMENTS. MOUNT BOTTOM AT 24" 4 TOP AT 12". FURNISH INSTALL �� ARCHITECTURE PLANNING DESIGN . — - ib MOTION SENSOR, FOR INTRUSION DETECTION SYSTEM, 5EE SPECIFICATION SECTION TWO VERTICAL (6"x6" WIRE MANAGEMENT SYSTEMS FROM BOTTOM OF 20 FIRE ALARM CONTROL PANEL. MOUNT TOP AT 66". ROUTE 2-I/C-�12-1/2" ® I" RIGID STEEL CONDUIT UNDER FLOOR SLAB, PVC CONDUIT MAY BE USED, 13102 WIRING DIAGRAM ON SHEET E2.1. COORDINATE W/ GENERAL GONTR PLYWOOD TO DOWER CHORD OF BAR JOIST. FURNISH 4 INSTALL 1/4" THICK CAMERA CAMERA TYPE HEATED i CMA, P.A. w 1` TO LPG3-5. RUN A MINIMUM OF 36 FROM OUTLET POWER CONDUIT. COPPER GROUND BAR 2"hi h BY 36"lon AT BOTTOM OF PLYWOOD W/ L ATI REMARKS , NORTHWESTERN BUILDING w i� e" ANALOG SYNCHRONOUS CLOCK AT 120". Sim lex %310-4011 OR EQUAL. ROUTE � 9 gg NUMBER ENCLOSURE ° = $� 3 06 COPPER CONDUCTOR BONDED TO 9AIN SERVICE GROUND BUS. FIXED PTZ 219 N. 2ND ST„ SUITE 301 cn T O MASTER CLOCK (TIME CONTROL CENTER), Simplex %351 SERIES, OR EQUAL (5 DEVICE MOUNTED ON CASEWORK, SEE ARCHITECTURAL DETAILS, FIELD 3-1/C-012 4 1-i/C-012-GND-1/2 TO MASTER CLO K, SEE NUMBERED NOTE 3 x` MINNEAPOL{S, MN 55401 WALL MOUNTED WITH TOP AT 66". ROUTE 2-1/C- 12-1/2" TO LPE4-12. FURNISH 4 COORDINATE. IS 12"x12"x6" VENTILATED JUNCTION BOX W/ BARRIER ON LOWER CHORD OF BAR JOIST. 25 ROUTE 1-4 PAIR-Categgory 3 CABLE FROM TH15 LOCATION TO 110-BLOCK CCTV-1 NO YES NO STAMPED ENVELOPE 3, 5 �� PHONE: 612 338-6677 o INSTALL BGD CONVERTER TO INTERFACE W/ U.S.P.S, ELECTRONIC TIME CLOCK T A THEN N U TN OUCH O 120V CAMERA SOURCE IN ONE SIDE OF JUNCTION BOX SEE SHEET E12 FOR POWER AT TELEPHONE SERVTCE. SEE NUMBERED NOTE 23 GCTY-2 YES NO NO SERVICE LOBBY 13, 5 k FAX: 612� 338-2995 (ETC)„ 10 THREE 1 FLEXIBLE CONDUITS ROUTED HROUGH CASEWORK, E P R , 00 SEE NUMBERED NOTE 11. ROUTE 1-TWISTED PAIR-*18-SHIELDED-1/2" E-MAIL: info®cmarch.com WALL TO LOWER CHORD OF BAR JOIST. TECHNOLOGY WIRING TO BE .INSTALLED CIRCUITRY 4 LOW POTENTIAL SIDE.SHALL HAVE VIDEO 4 CAMERA CONTROL CIRCUITRY. 6 8", 15w FLUSH SPEAKER W/ MATCHING TRANSFORMER, BACK BOX, TiLE CCTV-3 NO YES NO CASHIER: 3, 5 (O (Beidon8160, OR EQUAL) TO ETC. COORDINATE W/ U.SP.S. 0 111,11 o IN THIS RACEWAY, SEE SYMBOLS LEGEND 4 SPECIFICATION SECTION 16105. ROUTE VIDEO 8 CONTROL CIRCUITRY TO EXTERIOR CAMERA MOUNTING BRACKET. SEE BRIDGE, ETC. SEE GENERAL NOTE 2 - - CONTACT: CNRIS OLSON � 4 6"x6"x4" JUNCTION BOX W/ BARRIER IN CEILING CAVITY. 120V CAMERA DETAIL ON SHEET E32 4 NUMBERED NOTE 30, 8 SPECIFICATION SECTION 13105. CCTV-4 NO YES NO CASHIER 3, 5 •Q 11 11 MONITOR, VCR, MULTIPLEXER, ETC. FOR SECURITY CCTV CAMERA MONITORING, 21 INTRUSION DETECTION SYSTEM LIDS) CONTROL PANEL SEE SPECIFICATION CCTV-5 NO YES NO CASHIER 3 5 r" `"� 6v' - .a t =ay u • k SOURCE IN ONE SIDE OF JUNCTION Box SEE SHEET E12 FOR POWER CIRCUITRY. O O - SEE SPECIFICATION SECTION 13104. FURNISH 4 INSTALL ENTERTAINMENT CENTER 19 THIS CAMERA SHALL HAVE FIBER OPTIC CABLING 4 ASSOCIATED COMPONENTS. ��: LOW POTENTIAL SIDE SHALL HAVE VIDEO � CAMERA CONTROL CIRCUITRY. � SECTION 13102. MOUNT TOP AT 66 . ROUTE 2-1/C-�2 � 1-1/C-GND-1/2 TO LPGI-6 CCTV-6 YES NO NO SERVICE LOBBY 1,�3, 5 ROUTE COAXIAL CABLE IN P CONDUIT TO.ROOM 201, SEE NUMBERED NOTE 30, W/ LOCKABLE POCKET DOORS. CONFIRM FINISH •4 LOCATION W/ U.S.P.S. ROUTE 1-2/C-18-112 TO'CCTV•MULTIPLEXER. COORDINATE W/ CCTV INSTALLER -- }� IT a�, 1i © 30w, TRUMPET STYLE, PAGING SPEAKER W/ MATCHING TRANSFORMER ON SOFFIT, CCTV-� YES NO NO STORE l 3, 5� 4 CONS"-vv� l'�.�IT�. 111 �> GxENERAL NOTE I, SPECIFICATION SECTIONS 13�04 13�05. ►2 30w, TRUMPET STYLE, PAGING SPEAKER W/ MATCHING TRANSFORMER AT 144". , Simplex 120-9583, OR EQUAL. ROUTE 1-2/G-�18-1/2" TO ZONE 3 OF PAGING g INTERMEDIATE DISTRIBUTION FRAME ODF). SEE SPECIFICATION SECTION- - ` CIVIC ENGINEER '� 0 CCTV-8 NO • YES NO SERVICE LOBBY 3 5 1 " 12" '! VENTILATED AT JUNCTION BOX W/ BARRIER ON LOWER CHORD OF BAR Simplex S120-9583, OR EQUAL. ROUTE 1-2/G-016-1/2" TO INDICATED ZONE OF AMPLIFIER. SET SPEAKER WATTAGE AS DIRECTED BY SOUND SYSTEM SUPPLIER I van Sickle, Allen & Associates 50�11 2 x x6 E L ED 16105. FURNISH 6 INSTALL ONE ISOLATED GROUND DUPLEX OUTLET IN JOIST. 120V CAMERA SOURCE IN ONE SIDE OF JUNCTION BOX, SEE SHEET E12 PAGING AMPLIFIER. SET SPEAKER WATTAGE AS DIRECTED BY SOUND SYSTEM SEE NUMBERED NOTE 22 4 GENERAL NOTE 2 " CCTV-9 YES NO NO SERVICE LOBBY 1, 3, 5 �a-1 Xenium Lane North, Ste 10 ENCLOSURE W/ 2-1/C-�12 1-1/G-GND-i/2 TO LPGI-6 SUPPLIER. SEE NUMBERED NOTE 22 4 GENERAL NOTE 2 CCTV-10 , YES NO NO STORE i 3 ,, � ,rno•-ith, MN 55441 -2628 x FOR POWER CIRCUITRY 4 LOW POTENTIAL SIDE SHALL HAVE VIDEO E CAMERA 21 EXIT ONLY ALARM SYSTEM W/ JAMB SWITCH, HORN, 4 BATTERY BACK-UP, SEE 29 CALL BUZZER SYSTEM W/ PUSHBUTTON SWITCH LICzHT INDUSTRIAL - ._._,_ 1 �) �7.7-9124 ' +'P CONTROL CIRCUITRY. FURNISH 4 INSTALL 20' FLEXIBLE WHIP W/ VIDEO & CONTROL 13 30w, TRUMPET STYLE, PAGING SPEAKER W/ MATCHING TRANSFORMER AT 240". ONE-LINE DiAGRAM ON SHEET E2.1 GRIME. SEE ONE-LINE DIAGRAM ON SHEET E2.1 CCTV-11 YES NO .NO BOX LOBBY 1, 3, 5 T ;;,,ny Pini 4 CIRCUITRY TO CAMERA MOUNTING PLATE. SEE DETAIL ON SHEET E32, NUMBERED Simplex S120-9583, OR EQUAL. ROUTE I-2/C-�18-1/2" TO ZONE 2 OF PAGING NOTE 30, SPECIFICATION SECTIONS 13104 13105. AMPLIFIER SET SPEAKER WATTAGE AS DIRECTED BY SOUND SYSTEM SUPPLIER 22 84 hi h,Ic RACK FOR TECHNOLOGY WIRING SYSTEM COMPONENTS 4-PAGING FURNISH INSTALL 24"x42"x12" ENCLOSURE W/ HINGED DOORS, MOUNT CCTV-12 NO YES NO BOX LOBBY 3; i UCTURAL ENGINEER ff gg , ckle, Allen & Associates INTEI�ACE COMPONENTS. SEE SPECIFICATION SECTIONS 16105 8 16120, t 16121. �� CCTV-13 NO YES YES CARRIER PLATFORM 3, r } SEE NUMBERED NOTE 22 4 GENERAL NOTE 2 50TTOM AT 90 . ALL CCTV SYSTEM CONDUITS SHALL ENTER THE TOP ® 3/.4" PVC CONDUIT W/ NYLON PULL STRING UNDER FLOOR SLAB FOR ELECTRONIC `� 5 Xenium Lane North, Ste 10 µ OF THIS ENCLOSURE. ROUTE FOUR 4" CONDUITS W/ BUSHED ENDS TO WITHIN CCTV-14 NO YES YES CARRIER PLATFORM 3, I ��uth, MN 55441 -2628 f��111a ARTICLE SURVEILLANCE (EAS) SYSTEM. COORDINATE W/ U.5.P.S. 4 SUPPLIER, 14 DOOR SWITCH, FOR INTRUSION DETECTION SYSTEM, SEE SPECIFICATION SECTION 23 12" ANALOG SYNCHRONOUS CLOCK AT 84". Simplex "6310-4011 OR EQUAL. ROUTE 7r IS" OF FLOOR FOR CABLING TO CONSOLES. EACH GABLE TO HAVE 6' OF '' SEE SPECIFICATION SECTION 13106 13102 t WIRING DIAGRAM ON SHEET E2.1• COORDINATE W/ GENERAL CONTR 3-I/G- 12 i-1/C- 12-GND-1/2 TD MASTER CLOCK, SEE NUMBERED NOTE 3 GCTY-15 NO YES YE5 CA IER PLATFO 3, 5 6 12) 577-9130 SPARE CABLE LENGTH NEATLY COILED 8 TAGGED IN THIS ENCLOSUREI!11 . _- Reg Sllverthorne COORDINATE W/ Vicon AUTHORIZED INSTALLER CCTV-1 NO YES NO CARRIER CASES 4, 5 CCTV-11 NO YES NO CARRIER GA5E5 4 5 MECHANICAL : ._,._... . _....... dent Associates NGINEER . TV-1 N Y 5 A I A 4 7300Ave. S. STE 33 . q A CC 8 O E NO C RR ER C SES 5 France Ave 0 11 Cf 11: t GCTY-19 NO .YES NO CARRIER CA5E5 4, 5 Edina, MN 55435 5 �__ _ _._ '952) 831 -1 180 ­_­-]_'_-j_4 i]_11Ia',,','i 1,I Ij x CCTV-20 ND YE5 NO CARRIER GASES 4, 5 . 'xi : - ! =Ian Sieben CCTV-21 NO YES NO WORKRO 4, 5'__-_._.___ ?EGTRICAL ENGINEER I . I ' ' , _. _. . , 4 ;ding and Associates . _ _ _ ! CCTV-22 NO YES NO CARRIER CASES 5 "',z _ _ _ ,. _ .. _ _ ._ . _ . . .._.._ . _..-- _ _ . _ _ _ _.._ ._. , .. - t r- r . TE 30 ' _ _ _ ._. _.. ... _ S 3 . _ _ _..._ _.. _. _...-__._ _ . .. . . _._ , . _. _ .,..__ . ___.___ _ 7 _ :.. - _ . YES NO CARRIER CASES 4 _ nee ,� I GCTY-23 NO ___ _ 55435 S ,�, I. . . - _ E , NI _ ,. _ ,.._._ __ ._ _ . __.. _. . __.. _,___.. ___ - _,_,., _ _ ___... __ . _._ . .- a - _ _ . _ ... _._. _ _ ,_. _ ._ ._.. _ _ I 5 , 1 - 7 r , ,, z I. ' --' -. .. _...... ....._... _..-..... _ _... ._- _ ... __._.._.. ._-r , i- V- I 1`a L , I'lins 1 , CCTV-25 NO YES NO . Box ALCOVE 5 ` `� i 4 , I�i1CAPE ARCHITECT . CCTV-26 NO YES NO WORKROOM 4, 5 __• •',uawker Bergley Inc. F-{ ........ .. ............. .._... ._... - _. ..... ,. .. .. _.. ..._... _... .-..,..._.... .__,._. ..... ... . .._.-. ..___... ..__... _ - - - . �, : . ......___.. _. ._.. __.__.. _. .. .. ,.... -. _. ..... ._. - .. .__` -_.._... _....._.. ._. CGTY 30 41 - •r (. ._,I Iog Blvd. - 7 i i f cerY-21 O Y o Box caY & GGN-13 PTV 14 PTZ 15 4 5 +3 PTZ ZONE 3 ZONE 3 GCTY-2S NO YE5 NO BOX ALCOVE - 55101 0 s CGTY-29 NO YES NO WORKROOM 4 5 e I„-o4o 1 r _... . _ ._. _-.._._.___.__..._ _.._... __ ...__.,. ._....._ - _ . _,.... ,...._ . . I,,, _ _ _ _ - __.. .... _.__.. _. ___ .._-. _ .___.. . - _ _ ___ . . _ _, ; �.: s' v„ _.._ _ __ _ Y ATF 4 5 .k.9 ... .._._.__ _.-__.._..._ .. -__'__.._._.__...__.. _ _.. _ .__.. - ... _ - -.'..ram,_. _. .- _ -_._.... ... , ,. .- .. _ ._ .. ......... , ._. _.__ - -- ,.., _. - - CC Y 3 O O _ � 5x , s > r ,: 12 96 i,, ONLY ,, ,. _ r:., .z ,,.:a :,, 3r t>K 96 O ' 18 ;_ . . 18 ZONE I �• Ig CCTV-31 NO YES _ NO MAIL PLATFORM 4, 5 i '¢ 14 D , , ' I 21 . ZONE M H — _ v O,_ f�£1P4D' O O R ,, 12 FA� CCTV-32 NO YE5 YES FUSE DOCK 2 _; , __._- - 15 _ �-H y••y }f ( -._. ..... .. - , - , NUJ •-'r L:.i _, r... .._. i � CCTV-33 NO YE5 ND L� ROOM , I"y 1 f 96°a! ---- i i• . Q�__,,, . ______ __._._._ __. FY TN 5 -lV14 A AM lgc:114 f � r ---- ,F r F AT THE PORTItJNS , , GCTV-il CCTV-18 a} CCTV.I . A ••, _ sb" - i F ,.. ,� CG�Z 16 I ,�( i.I A K7 PTZ PTZ i F E MIS I O N , , ,:? , , -- Q �Q �,__,.Q il .i::. ' HNICAL SUB S t�--r�J al---�`�J �--r`NJ ; 9 I _I , _ .__ , 2 . . 9b°p, r; � . ? ►44 1O E' YiEWA' LE FROM CIO OR PGi: TASTE LOCATIONSR,>w�: 1 ; SEAL AND SIGNATURE - s FA 4 _ -ZONE I JtF atn 1 r, ED BY ME OR UNDER i VIDEO OUTPUT TO B " ; � �' i' .� 0 KEYPAU•, 2. FIBER OPTIC CAMERA W G C ' FA rt 'ER MOUNTING BRAE QUIRED, MOUNT AT 18' y, t F ✓f IJN AND RESPONSIBLE ,.- cy . `a 23 ; KEYPAD 15' 1b ( 3. CEILING/SOFFIT MOUNTED {+ - r t UNDER THERLAWS Op i"- FA _. .. _ Q; `� 15 O 4 - MINNESOT g_ . __ PENDANT MOUNTED AT ? I ��.... I A. (-_� 4. . . 1 . i i . ,1i0 w %•. '- DG4 GGPTTTZ CCPTZI3 i / i I 5 �(iG 5 ,',try F. K,A'EC)ING '� . _ (� LPC2 RPC2 HF'C2 i� 5 uP NcI o R E {': . ' • 0 0 REPRESENTATIVE P N5 LLATION 5 CONFIRM MOUNTING HE G. 5 LOCATION W E GCTY 2 5 RIO ! TA . r ...,_ _ _.... r _ `' FIXED ! e ® ® I`a }i7 as (j] V 19 a CGN-2O APT ri FA s CCTV-3 II Z KITz ® 5 PTz _ 1 1 i./ A 2. r.:9 m I ./I .3.0 711- E: ISSUED I-..I_..­..1..C�CU(_HCLC!-mC:.=L�LCcUh:­.<mD_9\D_-�_-D-.11-")j)l.)`))f ..k.0.I�,.�j1,.I ..I ..-:C ja"0;).. .. m0-,`�5wI11--�_,I-R,,;1NZ,5R�I,1IM"��N­c1I-IL�;2i_N�,,II,,'N1�!E.i"IR��.4"1,I .,,,,i�' �"_ 11 !, ::I - O .Eg..,,N.11I F GCPNZ-4 GCTV-26 PTZ CCPTTZ25 _ 9955 z \\ CP Z5 %_ CCTV-6 j c .` \\ . FA 17 �, �, FA ZONE 1 . \\\ 9b" } : ' FIXED .•S,: !:. 4 `* ® O ONE I i . _ _ ___ _ -' _ _. �.._ O- ,,? _ ...V. . ZONE i Z �+ ( , ONE 1 _� Z _ _- ;i \\- pjy � 12 H 12 . - . A GCrv-1 ��. �®16 12 96" ZL a FA0 � 12 , . t� FIXED . > 10 Oil 54 54 54 . , - O � 29 FA 1-� ZONE 2 R. , n . ` _ 29 _ fir, k CORD 0� CCP 30 PTV 31„ DROP T �JITE®STJOTES , ; POSTAL SE VICE i . {�F I. �_. I.I... ,. . .I I L I I . I. j I I'll I I.' I., i CCTV-25 �y-5-��� a PTZ �"�—'�/ 15 I i I r'1.. >I 4 ``, ® �„ KEYPAD 14 D� _ + , PRIOR I 0 R L.­.2. ...V S-. 2 . . �D .0 I .I 0.. 0, 4 LAKE r., ccT -s NOTE: THREE JACK TECHNOLOGY CORD DROP, CONFIRM LOCATION &I }NET F�;�p W/ u.S.P.S. BUNDLE ALL THREE CABLE W/ 1/16" AIRCRAFT CABLE MAIN POST OFFICE CORE USING NYLON CABLE TIES AT 24" ON CENTER SECURE • F psi- -------8 _.-r_.-•-•-•-•-•-,�;« ' _ 3 O. : '�j 96° AIRCRAFT CABLE DIRECTLY ABOVE DROP LOCATION TO p' L�3 _ tt- 0. ,; EAs-cP BUILDING STRUCTURE 4 AND TO TECHNOLOGY JUNCTION BOX. - s 12 # s - � O TYPICAL L FOR 2 LOCATIONS k ONE 2 _. _ : 6 5 12 - , O � G 1 A , 'Z • ; CCTV-10 ; _. i 5 I FA -O@ _ e V3 CioI rNF° sE FIxED _ i PRIOR LAK GCTY 29 N ® PTZ D� , E, MINNESOTA � 16887 " 4 ;. ' o N 6,. 0 >rj - - : > 54" f; I6 , '` A0 54 1819 , �, w ! '; i ' M F �L r 9, L 5 O t X. .- - DC ccTv a 2l FIXED PTZ _ _ _ ___ _ �,ti i YY . i L.i M _ �' 14 ZONE ZONE I �S C'� ZONE s� 's; O �44 ;. a DC 12 �" 12 ;,_ _. . . __ - _ _ ._.. -._ _. _ _ ; _ ._. _ _ _ _ .._ . h USPS PROJECT N0. Y86856 , �„ 96 TROL s sG AN b 12 O O - , �FA TV-32 �� IDF v ID C , , b5b° „ PTZ . ,- r r i �; ,,. .. ..- . _ . . ._ . u "I CD `. k?.`�•5,...rrss..:�"�'..,.Iyse,.r ..»..j:}...'aN_.:'.,s..vr::..f,A:€x'a:..e''`'a`' DROP ` `� 0 , IDF - > FRCP f 23 __4. H E ET I T . S LE. FA O ® , T ., I M. O 9b" pl 4 r # PE ECIAL SYSTEMS TTZ 21 . H ,j _ k PLAN . r; P 17 4 i I . 4 ; . ; 96 PE4 1r • 9b' 9b' - ._ _ . �� .. , _.:,._ ._ :,: .. . _,. 9 ., ' L �4 . , . (* x;, 11 to - .. O ��{�1 .__._ _...._ ._.-.. - k• , }+,.. k :. ,�,:s .� 1.:srks t :.:t ; ���� ,� t Y H't,.a t x t },. FA I•.•" ' ^ ' V� 1 tz}G.-k.N,2.rdl.Yv fM..x ✓:1z�,k�:. wnJrC+.,C,q.r x,.:Ci,a..oak Ca,ci,i.r.+.Y ,-.,,,,. ;{ 23 jf I 4 23 REVISIONS: ._; K1P Y 25 8��_ -0" SCAL 1/ -I' I L. _ N0. DATE. B . } , CCN-3 . FA r c 23 Y: f;,. PTZ i O ® ; ; ! ' _ 'l i1_i.,11,,,N--"A'4-2I'l,4"E�.­-,'_`� ecru 2e pCj.p� © zoNE I i 13 � �- ��T 6 nq __. PTZ '. FA FA a. m E © f. tI , I ...1I 1 I.I:1—­I,I-I. ZONE I N . :: ONE CCTV SYSTEMS SHALL BE PURCHASED ,. c S I T . FA FA 5 1 BOTH SECURITY CIMINAL INYE T GA ION . �_ FA ! I THROUGH U.S.P.S. 'NATIONAL BUY PROGRAM SHALL BE INSTALLED BY Vicon l :; NSTALLERS. NATIONAL BUY Vicon CONTACT FOR THiS PROJECT IS: c GEC• 96 , s o ;3 p1: A. ! I iZED M �, i F ; - - A Ms�SuzannelNoe _ 4 �t., Q . _ _. . - .- -._ _ , . _. ... ... . .... . -_ . - __ _, _ ' - - .. ._ I . O a� 1 ___ 'N 1 _ __.. : -. _ - - 71,. . . __ ...,.. . _. __. _._.,__ vicon Industries( Inc. 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I TO NEAREST 120V s - CONVENIENCE OUTLET ARCI-IITECTQRE: PLAN11ING D SfGN CIRCUIT L' U 11`a, P.A. 1 - - _- - - - - - - - - - -- � Isw - - - - - _ _ _ _ _ _ _ __ - - - - - - - - - - - - - JUNC � ` U �' ckll TiM °h _ f�#{�RT#��ESTERI� ��i1..L�#i�1 L, ' f � � ,�. �} �� � N. 2Na sT,, s��fTE 3a� V 1 J #NNE1�PflL1S, I`a N 55401 I 120\' C BLUE �6 LIGHT AT '. -fi.Y.. �12 PHONE: ('612 � `� 3 c : Edwar! �' ¢ L` 2�¢iar3P 2Ai3P CAB- E AL: —l �il. ir�'�+ ( c1at c1 .ccm f QU j ,3 5—� ,� u, I SPACE 5PAC , ® F 200A/3P I25Ar3P 100�l3P 20OA/3P 200A5P 20OA/3P ! C N TI C T, C;�#R# L a 3# o ' 7-PO5ITION 4-POSITION p�,\>h��** Ia , -, ! / I _ { i 12014C, tf'N. .US '," ,%.;- t},m. ski 3 ` , ..i-r...... ,...s„_.,,s. .,_..,.,_+,,... �S` E T N " T rZ TION s V3 AS Edwar65 03 N 1 r - t _ 31 ., rONIS1_�I._T.AN#TS: !� � � t b00A13P H.P.C. :�llJ. � � � ram; f 3-&OOA FUSES, _ Busman KRP-C AM i OR EQUAL . CIVIL ENS##�E�:P c t Ie, Alien &: Associate I NOTE: CHIME: TO SOUNO'CON i INUOUSLY l 1LE D PU `I ,� i..� D� 3�L� � Ste L 6 SHALL ENERGIZE � 0 5E ;� `F EIR , I ems4 5U70,4`= I HT HAFOR 3 r':: k<-'r�ium 1..��rie 1'•t'U�tfl, tv �� 15 MN RELEASED. TIME DELAY RELAY SHAD A'�`E ,� �IEL.�• At,��Jsh1.�:=LE , lE�IN� _,_7 , .-. a UTILITY-APPROVED �� Z ! s + CYCLE OF 5-150 5ECONDS W/ LATel 4ALL RESk.T T D , = -11taiI G r, r } I - METERING CUBICLE CYCLE- ; I �,� � �t.TUR�,I ENGINEER d�niurn Lore North, Ste 10 E)Oe%R~ p ; ! le, Allen & ASSCCIFafes ZZER ONE L A } GROUND BUS I NO :s i{werncrne I r4a , � _ � _ _ _ _ -- - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - _ _ - - - - _ _ _—__ _ - _ ---� ECNANICL ENS#NEER -_71 Francre Ave. S. ,TE. 330 y I O 4-i/G-02 c inu, ��N J5=� C:�ONVENIEf�lCE OUTLET j r I I-1/C-'^(o-GND-I 112" - TRAN c? 'DER; _ 2 V � 75W) 120V POWER 5'U P / I _ eA r BACK-UP. Tri lit C ER.}..20 TI PG2 45kVA, n _ 450120 206VITED > e r•e n ` �, .r O EQ d . MOUNT AT 15'.�Fl R l,415 # 4 It T LI- : CT #CAI_ ENGINEER it! TTRArd �- - - 3 RATED$ i. M'';g ~$ SLEEVE. e +v >. S.Associates �cf� L. ; tCft�� Q W.120/208v,3 ,5u i e 4 ATE .�30 ! -� ► - I SNSTALL CORD PLUG 03 1 ? C=LOOR MOUNTED, I ' � r F� � �� 1 Q tJ £ 801C RiSw ` C�� � _ tt! K13 RATED i_ _ tr It ! i e � 4t AT 1 ' Off' CONCEAf " � IR�#-{#TECT -1/C-mil 3-1/C- -CND-1 i/2 , TO NEAREST 120Y �-''"LL IJ LEE ` f° ; ° r;L_c CEiLiLNG W/ TIME DIE'L.4 ,..!_ 3' LU GtNVENEENGE OUTLET �' ' .� CIRCUIT • . egg Qh/c+. CA I,F I tt UTILITY I I �� _ ' `' /,_ ' � AT 10'. TOW �-- METERING 40 1 2-1/C-#12-112"-a , c r+ i _ _ C 8 `aJ 200A,?r148�Y, 400A, 120f'08v, Q 6 124A, L10WOV, 125A, 120/20e:v, 200A,277/�Itv, 2100A,120/205V, 00A,120r20av, �- p a 1 fti._TIC . ITS.#- , r `; s w•..,; _ :_. 4 F t f►l 30,4w P�1Ne_L W/ 3�,r,-w PANEL L lU1 30,Stu PANEL W1 3d),Stu PANEL UJ/ 3s,4w PAN UJ/ 30,5w PANEL U/ 3�, PANEL I111 C I . Ty t r A CIRCUIT I I IT MAIN i AI Y MAIN CIRCUIT g-. M N LUCsS ONLY I MAIN LUGS C�lLY MAIN CIRCUIT �i- r MAIN CIRCUIT MAIN CIRCUIT r I i i i I BREAKER - —t BREAKER ! i BREAKER I I I I I I BREAKER r ! BREAKER t �r+t � '� «. 5 , - w r #1 f 9 &--• C I i ! ! ! I• 1 I i i 1 ! I i ! 1 i I `-.^ "'._.. i :r"Ke��s ,. t.s.�1�T�»�'"4 1 E; I _- I ! I r4.OkVA �i { 3T,3kVA ►,� ;vA NOTE; #-40i `1 TO �z� M G � 11 i0'J �. .'; � I E�` iS�Cd�. I t ° � I I i I ANTICIPATED I i ANTICIPATED ! I I I I i ANTICIPATED i E ANTICIPATED i �I „,_ . - ';ram , C) t- ¢- iCCIv' CTED LOAD; ICG�v�lECTED LOADt i nlCCrNtIECTED L04DI rCON11ECTED LOAD, SHAD L � . , ' � E+_- z f i i ' ` ' l A ' l OAD5 NAVE (LOADS NAVE. l5�cVA t,"EO_4D:, NAbE t LOADS NAvE R A. '' �, � �.,. `` 1 i ; , .. , 5 _-' E 115OktA 49. kY L >= TIME � ti, s � J T L `r" 11 iF;i .I HE PO ;iONS ANT GI AT DANTICIPATED I BEEN INCLUDED BEEN NICLUDED ANTIGii A1ED INCLUDED BEEN iNCLUDED "`CMECTED LOAD CG ECTED LOAD IN PANEL LP"c41 IN PANEL LPE4% ' � �'_` `#` �""COIr�IECTED LOAD AL NPC2a IN PANEL LPC27 TIMING iJICAL �U`tNl1S�i� a 1 _ v a.ts w.d q i F.. L _.... _ _ „- ,� , ., I �� A!_ AND Sf:�N'AIUPE t , RESE« _ .; .. Ml� CYOE ' sty R N r t _. ,i�c�D BY E 0 tJ 'DER Nt cr1 m t1 �F i 1.3N AND RESPONSIBLE ' - rr ! A, i�uL( REGISTERED t+ �. --� EXIT ONLY ALARM ` NE DIAGR�41'1t. L�91 NES TAER THE LA� S OF if I LU to t t i �' NO GALEi J —i Nc� 3 Q � I NOTE: ANTICIPATED CONNECTED LOADS a. CONVENIENCE OUTLETS _- - . _ __ ._ _ . 55.1*/A b. LIGHTING 52.OkVA I t - 91.&kVA A � e TO RELAY PANEL -----------------E}:TERIOi� E MISCELLANEOUS _._.- : _.> �. . .. » _ 3 C1✓,� -- ____--- , AMBIENT Li/,jqTDt 1 �� E}C �. C. MISCELL « HOTOGONTROLLER ! ESTIMATED TOTAL 241. VA DuS�-TO-cup ~ I , - QUANTITY OF CABLES ; _ �9�� @IN f C,ONDUCTOR SIZE n _ CONDUIT SIZE — VOLTAGE 4 5ERVICE---HP w d®21114WV, HIGH PANEL'(LIGHTING) NOTE: ANTICIPATED DIVER�fFiED LOAD) -� LP===120/206V, LOW PANEL (CONVEN. PAR) ' 4-11C-9101 1-#/C- 3-C�NCD-2" a. CONVENIENCE OUTLETS _. ,_ .. 34.4kVA RP===RELAY PANEL TO 120V OR 2-f1V SOURCES ; b. L(GHTifvCs 52.OkVA REFERENCE FOR CONDUCTORS, OTHER LPC2 RELAY IN c. HVAC . _._ _ - _. .� _ _ THAN PHASE OONDUCTORS OR FUEL NEUTRAL RELAY PANEL (0&.2kVA: '; C. MISCELLANEOUS -- - w__ -�-_. 25.1k'✓A CONDUCTORS--- GND= =GROUND -ST#MAT TOTAL 115.3kV,A NEU= ==NEUTRAL BUILDING GRID LOCA`CION f� E ED !- • , NOTE:TRANSFORMER NUMBERiNG U6E5 SAME NUMBERING SYSTEM W-1 t1 1T ED T T'ES QUANTITY OF CONDUCTORS PER CABLE TO RELAY PANEL TiME CLOCK,— { IITiI PREFIX (1/C 15 SINGLE CONDUCTOR CABLE, 2/C NESTED NIGHT SETBACK __+ - I - ExrERIOR LICzNTING t � POSTAL �'�: , NIGHT SETBACK 15 TWO CONDUCOTR CABLE, 4 SO ON) ,r� NUMBERING �yY5 �` �°y i fir: 3� I OMIT 1T0 4 , t L PRIG LAKE , s n + yrow t f 9 �, If xF E1.1. MAID POST OFFICE gm 61mmopOWE"" DIFRIBUTION Fvm"ANEL ONEE L I NE OC) I AGRAM RELAY IN RELAY PANEL 1 NO SCALE M /- =waf 1 EATERI �� 16887 DUI UT 3 PRIOR jf ES NO SCALE95 RI LAKE, ;3 4� TD RELAY PANEL TIME C�:®C�, ___________________•_________-------f USPS PROJECT NO, Y868S6 i OCCUPIED/UNOCCUPIED LOOP -----------, INTERIOR LIGHTING i OCCUPIED"00--UPIED L------ o---- - - ------- --_-------- 1-3/C- 1�-1/2" TO.00C'UFMCY &ENSMs) x r --------- SIl FET TITLE: tc• H POWER DISTRIBUTION !jk Hubbell -.U21-i, 01� EQUAL, CONTROL UNIT PANEL ONE—LINE 4I RE PANEL I ' ! �-� - '- IN CEILIF�ELAY IN 2' DIAGRAM NG ABcaVE OCCUPANCY SENSOR I. , �.� , — - - WALL SWITGH(es), SEE PLANS ba3 3/4 CONDUIT W1 JUNCTION BOXES 4 22 AWG 5TRAND COPPER PAIR FOR INTERCONNECTION ' 5LUJITCP a % g 11' fBETWEEN EAS 4 SECURITY CCTV SYSTEM. FINAL r v vu .rtiv"e 3-. , .'i",yc, , '�:"�` .�;�` a-t,..x.:��s,z: �n,.�..f��c.-F.a.v..:o;:.,':y, .-.; . t,ac.R; .:t"'�-' - _N TO LIGHTiNG, SEE PLANS REVISiONS: TO 120V OR 211V vt��ES � ;......•f I � _ CONNECTIONS AT EACH-END BY RESPECTIVE N ' BWITC.4 ib ` TRADES .... ........-... 5 ALARM PANEL NO: DATE: BY: I MOTION DETECTORS, SEE PLANS FOR QUANTITY 4 LOCATIONS It TO COMMON SPACES WITHOUT OCCUPANCY 1-2/C- 14 STRANDED-3/4 FROM SENSORS Al FROM ALARM PANEL TO EACH N MOTION DETECTOR PROVIDE 20Al1P BAKER MAIN OUTPUT TO CCTV TO 2`11V SOURCE 1ION/6Ut-l"URT I� AND EARTH GROUND FOR DISTRIBUTION MULTIPLEXER NADM ALARM PANEL. INSTALL AT 60" A.F.F. FRAME NO SCALE PROViDE 3/4" CONDUIT W1 PULLWIRE FOR DEDICATED , TELEPHONE CIRCUIT BETWEEN ALARM PANEL 4 MAIN DISTRIBUTION FRAME. CAP, TAG, 4 IDENTIFY .ALL CONDUITS TO RELAY PANEL TIME CLOCK, - . -•- --'-, INTERIOR LIGHTING OCGUPIED/UNOCCUPIECG LOOP i T t -. OGCUPIED/UNOGGUPIED KEYPADS SEE PLANS FOR QUANTITY 4 LOCATIONS CABLING - - ` IN 3/4" CONDUIT FROM ALARM PANEL TO EACH KEYPAD PROJECT h!0 99 1f -°iS DRAWING DATE: 11 - CONFIRM WIRING CONFIGURATION W/ SUPPLIER I i N TO LIGHTING, 5EE FLANS. CONNECT _ /29/0 - � � EME�ENCY` 4 TYPE "Fill LIGHT __ —_ • R • I DRAW! BY �R� 0 NOTE: MOUNT KEYPAD A$ NOTED CONCEALED KEYPAD WiRING FIXTURES TO 'HASE-NEUTRALmars it r JUNCTION X ABOVE 1N 314 CONDUIT WITHIN WALL, TO J NG BOX RELAY A < � PANEL. RE ..A � NEL CEILING. RUN WIRING IN CONDUIT BACK TO ALA ( 16C."G) INTRUENON ._ WORKROOM OW i� ' A EMATIC 5 Em NO SCALE -. NO SCALE SHEET OF 0 FILE: n R o - A:. o COPYRIGHT _- .ems.,._. r r s � i t Y w .. .- .. .. f - _.. ...- ...._ . .. . .. :r. .e r: ,r +... W v. •Y 'i' M ...,vk?4S 's :$7CEf•,.as'.",'8?g d"zszP.'s✓' Y 'A`d.3!iv+ >,,t {y ^3�s Y. :T..:i'.':ey HPd- �! .✓ ::.? 1 #.. .. ems•. t tF+}itiY •'f .,. ^ ^ - n, .,..;.z ...?r....i, ♦ t^: x, ,> tz. ai t -f#+X :. . ... r w .4Y ,rF` r.k, l+tk.,. .... . .m.. .....a..... .r :.-....' « .. .. ,.- - *M... : , `4!a ... _....is v .. o- z .... � • _ #w. 3 ai• ,z yR .. t wr . Y .. t .. k4"F JD NEL PE4 RELAY .AIVEL_ PE4 PANEL- - HPC2 _ DESIGN .: ARCHITECTURE PLANNING W MOUNTING LOCATION SERVICE REMARKS MOUNTING LOCATION REMARKS MOUNTING LOCATION SERVICE �— RP CMA, P.A. SURFACE GRIDS-E/4 AMPS VOLTS PHASE WIRE 200A MAIN CIRCUIT BREAKER SUWACE' GRID5-E/4 SURFACE GRIDS-C/IB AMPS VOLTS I PHASE WIRE 200A MAIN CIRCUIT w ELEC. ROOM 121 ELEC. ROOM 121 x, NORTHWESTERN BUILDING _ 200 217/460 3 4 200 21114W 3 4 219 N. 2ND ST., SUITE 301 N . v.ua..... N_.. ., w .,.. . MN 55401 I FUNCTION � • ° MINNEAPOLiS, G ANTICIPATED PHASE ANTICIPATED CONTROL ANTICIPATED PHASE ANTICIPATED ! t PHONE: 612 338--6677 0 CIRCUIT DESCRIPTION BKR CKT CKT BKR CIRCUIT DESCRIPTION RELAY CONTROL SERVES CIRCUIT DESCRIPTION BKR CKT CKT ' CIRCU , i., '..; oa IN V A IN VA FUNCTION LOAD IN VA LOAD IN VA FAX- �612 338-2995 LOAD A ZONE ABC LOAD ABC E--NAPE: info@cmarch.com o ` r CONTACT: CHRIS 'OLSON o � LIGHTING-PLATFORM 126 20AIP 1 3050 2500 2 20AIP LIGHTING-NORTH WORK ROOM 112 t EM. LTS. 1 T2 LIGHTING-RMS 113-121 4 125-125 OCCUPA NOCCUP, LIGHTING-LOBBY COVE 4 COUNTER 20AIP 1 3150 6200 2 3 TOP UNI LIGHTING-NE. WORK ROOM 112 20A1P -3 2600. 2450 4 2GAlP LICsHTING-NORTH WORK ROOM 112 4 VEST. 2 T2 LIGHTING-SOUTH WORK ROOM 112 OCCUPAUNOCCUP. LIGHTING-RMs iM, Ill 20AIP 3 3650 62@@ 4 1€ t n{ �{ , } . � a * LIGI-ITING-N.E. WORK ROOM 112 a EM. LTS, 20AIP 5 3000 2600 6 20AiP LIGHTING-NORTH WORK ROOM 112 3 T3 LIGHTING-SOUTH WORKROOM 112 OCCUP/ NOCCUP. LIGHTING-RMs 100 THR;I 108, 201, 203 20AIP 5 365@ 6200 6 f} f f z! . LIGHTING-SOUTH WORK ROOM 112 20AIP 7 3350 2450 8 20AIP LIGHTING-RMS 113-121 4 123-125 4 T2 LIGHTING-NORTH WORK ROOM 112 OCCUPA�lNOGCUP. SPARE 20AIP 7 ---- 5000 8 30 r= 5TlBULE €LR CONSULTANTS: _ ; LIGHTING-50UtH WORK ROOM 112 2GA1P 9 3150 5®@0 10 3OAlP EAST CARRIER vEStiBULE HEALER 5 T3 LIGHTING-NORTH WORK ROOM 112 OCCUP/UNOCCUP. SPARE 20A1P 9 ---- 5000 10 30A ^E IBULE - h?.>" - SPARE 20AIP 11 -_7- 5000 12 30AiP WEST CARRIER VESTIBULE* HEATER 6 T2 LIGHTING-NORTH WORK ROOM 112 OCCUFAINOCCUP. SPARE � 20AiP 11 ---- � ---- 12 2041 -:--- - CIVIL ENGINEER SPARE 20AIP 13 ---- 4000 14 30AiR EMPLOYEE. ENTRANCE HEATER 7 T3 L IGI4TiNG-N.E. WORK ROOM 112 OCCUPAINOCCUP. SPACE ---- 13 ---- ---- 14 ---- Van Sickle, Allen & Associates 2955 Xenium Lane North, Ste 10 , r SPARE 20A1P 15 -'-- ---- 16 20AIP SPARE 8 T2 L IGI-IT ING-N.E. WORK ROOM 112 OCCUP. SEND SPACE ---- 15 ---- ---- '., �+ r (,mouth, MN 5 1 —544 2628 SPARE 20AIP 17 ---- 18 20AIP SPARE 9 T2 LIGHTING-PLATFORM 126 OCCUPAINOCCUP. SPACE ---- 17 - 18 ,.^. \ _-__ ___ ---- __^... xz'"2T" r. ( 6 2) �. '- 24 w. _., z 1 577 91 SPACE ---- 19 -.--- ---- 20 ---- SPACE 10 PCl LIGHTING-SOUTH EXTERIOR PHOTOCELL SPACE ---- 19 ---- ---- 20 5�, _ v g :r tl�cny Pini SPACE ---- 21 ---- ---- 22 ---- SPACE 11 PGl LIGHTING-WEST EXTERIOR PHOTOCELL SPACE ---- 21 ---- ---- 22 -___ SPA_ STRUCTURAL ENGINEER UCTU 1 SPACE ---- 23 ---- ---- 24 ---- SPACE 12 PC2 LIGHTING-NORt1-I EXTERIOR PH01"OCELL SPACE ---- 23 ---- ---- 24 ---- SP `' --- ;n fickle, Alen & Associates �. S ROOFTOP UNIT, RTU-2 20A 25 3450 5600 (AS% D) 26 50A COMPACTOR 13 ---- SPACE ---; SPACE ---- 25 ---- 1500@ 26 l0A tRORMER tLPC2 "` " =�55 Xenium Lane North, Ste 10 11 11 11 27 3450 56M (A66LMD) 28 �� 14 SPACE SPACE -- 27 ---- 10`100 28 11 €€ -4 ---- -- - --- ivrnouth, MN 55441 -2628 (6312) 577—9130 €1 If 11 3P 29 3450 5600 (ASiED) 30 3P 15 ---- SPACE - SPACE ---- 29 ---- • 1220@ 30 3fi? �€ Re Silverthorne _.� 9 ROOFTOP UNiT, RTU-3 30A 31 6200 ---- 32 2@A1P SPARE 16 ---- SPACE --- CIRCUITRY ROUTED VIA RELAY PANEL FOR CONTROL MECHANICAL ENGINEER €1 11 11 33 6200 2600 34 20AIP LIGHTING-EXTERIOR NORTH * 17 ---- SPACE ---- + RJW15W 4 INSTALL 'LOCK-ON' DEVICE FOR CIRCUIT BREAKER Wentz Associates f: 11 If 3P 35 6200 2000 36 20AIR LIGHTING-EXTERIOR WEST 18 ---- SPACE -=-- 7300 France Ave. S. STE 330 ROOFTOP UNIT, RTU-4 30A 37 6200 1900 38 20AIP LIGHTING-EXTERIOR SOUTH 19 --- SPARE RELAY _ __ Edina, MN 55435 (952) 831 —1 180 11 it39 6200 28@0 40 20AIP POLE LIGHTING 20 ---- SPARE RELAY ---- 3P 41 62@@ 2200 42 20AiP POLE LIGHTING 21' ---- SPARE RELAY PANEL— -- LiT/ !fan Sieben ELECTRICAL ENGINEER CIRCUITRY ROUTED VIA RELAY PANEL FOR CONTROL 22. ---- SPARE RELAY "" h ,: t --ling and Associates 23 - -- SPARE RELAY -_ MOUNTING LOCATION SERVICE REMARKS _ _ France Ave. S. STE 330 24 -- SPARE RELAY ---- SURFACE GRIDS-C/15, IN CIO AMPS VOLTS PHASE WIRE 100A MAIN CIRCUIT BREAKER E 60A ISOLATED GROUND BUS t,!N 55435 25 PCi PARKING LOT LIGHTING PHOTOCELL ; -0317 (@@ 120t208 3 5 26 PCl/NS PARKING LOT LIGHTING NIGHT SETBACK :.t ? ins ANTICIPATED PHASE ANTICIPATED I W r Ie Inc. PANEL- - LPE3 27 PGl MONUMENT SIGN PHOTOCELL l LA \DSCAPE ARCHITECT 28 PCl DROP BOX OUTLET PHOTOCELL CIRCUIT DESCRIPTION BKR CKT ,,ya CKT BKR CIRCUIT DESCRIPTION Y ticker Berg ley, LOAD IN VA LOAD IN ?Ilogg Blvd. MOUNTING LOCATION SERVICE REMARKS 29 PCl BUILDINGS SIGNAGE PHOTOCELL A B C 4.. , . � vi N 55101 SUf�ACE GRIDS-E/2,5 AMPS VOLTS PHASE WIRE 125A MAIN CIRCUIT BREAKER, 60A ISOLATED GROUND BUS 30 PCi BUILDING SIGNAGE PHOTOCELL WEST WORKROOM 4 LUNCHROOM CCTV's 20AIP 1 8@0 0 12 20A1P OUTLETS- S 201, 203 r L21 —o401 31 --- SPACE ---- WEST WORKROOM CCTV's 20AiP 3 600 6G0 20A1P EAS CONTROL PANEL ~ker 125 120/205 3 5 - ---_ 32 ---- SPACE � WEST WORKROOM CCTV's 20A1P 5 400 600 � 20A1P IDS SYSTEM , lq ANTICIPATED PHASE ANTICIPATED 33 ---- SPACE ---- RETAIL AREA CCTV's . 20AiP 7 600 400 8 20AIP IDF OUTLET CIRCUIT DESCRIPTION BKR CKT CKT BKR CIRCUIT DESCRIPTION I - 34 ---- SPACE --=- RETAIL AREA CGTV's 20AIP 9 400 - 10 20AIP SPA � LOAD IN VA ABC LOAD IN VA - ... - 35 --- SPACE ---- RETAIL AREA 4 STAMPED ENV. CCTV's 20AiP 11 600 ---- 12 20AIP SPA _ OUTLETS-N.E. WORK ROOM 112 (WALL) 20AIP 1 400. 800 2 20AIP OUTLETS-N.E.-WORK ROOM 112 (WALL) 36 ---- SPACE ---- EAST WORKROOM E PLATFORM CCTV's 20AIP 13 600 � 400 14 20AIP OUTLETS-'' St 2Gl I OUTLETS-N.E. WORK ROOM 112 (COLUMN) 20AIP 3 400 400 4 20AiR OUTLETS-N.E. WORK ROOM 112 (COLUMN) EAST WORKROOM 6 PLATFORM CCTV's 20A1P 15 600 400 116 20AIP OUTLETS 5o. °1 201 a ._ _ OUTLETS-N.E. WORK ROOM 112 (COLUMN) 20AiP 5 1000 400 6 20AiP OUTLETS-N.E. WORK ROOM 112 (COLUMN) EAST WORKROOM CCTV's 20AIP 17 400 400 18 20A1P OUTLE 5- EAST' R'"1 201 OUTLETS-PLATFORM 126 (N. WALL 4 EXT,) 20AIP 7 1200 1600 8 20AIP INFRARED HEATING SYSTEM EXTERIOR CCTV's 20A1P 19 400 ____ 120 _--- SPACE I t < rt11i="Y' iT,A 14 i PORTIONS _ _ _ _ _.. . G, r IHIS TECHNICAL SUBMISSION OUTLETS-PLATFORM 126 (S. WALL) 20AIP 9 120@ 800 10 20AIP WORKROOM E.W.G. EXTERIOR CCTV's 20AIP 21 400 -__- 2 ---- SPACE _ .___. rI�'� MY SEAL AND SIGNATURE CORD DROPS N.E. CARRIER CASES 20AIP 11 600 ---- 12 20AiP SPARE CASHIER AREA CCTV's 20AiP 23 600 __--_ _ _ vZ .. __-- SPACE �- - PREPARED EION BY ME SP UNDER �•-� ors }�.;;r F�,+ISION AND RESPONSIBLE CORD DROPS WEST WORKROOM CENTER 20AiP 13 400 1150 14 20AIP PLATFORM-EAST OVERHEAD DOOR CASHIER AREA CCTV's 20AIP 25 400 -. _ _ 26_ ---- SPACE �—_ �Gt�� AMA DULY REGISTERED RELAY E fir(NEE P UNDER THE LAWS OF CORD DROPS S.E. CARRIER GASES 20AIR 15 600 1150 16 20AiP PLATFORM-EAST CTR OVERHEAD DOORPANEL- - RPE4SPARE 20AIP 27 --__ .... ► 28 .... SPACE--- /\ . OF MINN ESOTA. SPARE 20AiP 17 ---- 1150 18 20AIR PLATFORM-WEST 'CTR OVERHEAD- DOOR SPARE 20AIP 29 0 - SPACE a SPARE 20A1P 19 ---- 1150 20 20AIP PLATFORM-WEST OVERHEAD DOOR MOUNTING LOCATION REMARKS k P41-}L I F . DINS SPARE 20AiP 21 ---- ---- 22 20AIP SPARE SURFACE GRIDS-E/4 ---- ELEC, ROOM 121 - 1 A SPARE 20AIP 23 - -- 24 20A P SP RE Nq( SPACE ---- 25 ---- ---- 26 ---- SPACE _ w ____ FUNCTION CONTROL SPACE ---- 27 ---- 28 ---- SPACE 1 __-- -_-- -_-- __-- ,q RELAY CONTROL SERVES PANEL- - LPC2 � �/2s/oa SPACE 29 30 SPACE ZONE FUNCTION �,i E ISSUED 1 Ti LIGHTING-LOBBY COVE 4 COUNTER OCCUPAt INOCCUP. MOUNTING LOCATION SERVICE REMARKS _ REG. N0. sss5 2 Tl LIGHTING-LOBBY 109 d111 OCGUP/I�IOCCUP. SUACE GRIDS-C/2, IN AMPS VOLTS PHASE WIRE 200A MA§ I « B AKER, i@OA GROUND BUS , 3 Tl LIGHTING-ROOMS 100-106 OCCUPIUNOCCUP. WORKROOM PANEL- -� LPE4 00 0/208 3 4 4 T1 LIGHTING-ROOM 108 (TRACK) OCCUP.IUNOCCUP. 5 Tl LIGHTING-ROOM 108 (TRACK) OCCUP/UNOCCUP ANTICIPATED PHASE ANTICIP A G tV.f Igg MOUNTING LOCATION SERVICE REMARKS 6 --__ SPARE RELAY ____ CIRCUIT DESCRIPTION BKR CKT � _ T BKR CIRCUIT DESCRIPTION 1 LOAD IN VA ABC LOAD SUR=ACE GRIDS-E/4 AMPS VOLTS PHASE WIRE 300A MAIN CIRCUIT BREAKER, 125A ISOLATED GROUND BUS 7 ---- SPARE RELAY ---- u ELEC. ROOM 121 8 ---- SPARE RELAY ---- OUTLETS-RMs 103, 104, 105; 106 20AIP 1 1000 1200 20AIP T LIGHTI - M 108 108 400. 120/208 3 5 . _._ 9 SPARE RELAY ---- OUTLETS-IR i 102 20AIP 3• 800 1200 I - 204 TRACK L ANTICIPATED PHASE ANTICIPATED 10 ---- SPARE RELAY ---- OUTLETS-RM 101 20A1P 5 1200 2500--- x 304 ._...., COPIER IR OUTLET ROOMIII UNITED�� �!�� CIRCUIT DESCRIPTION BKR CKT CKT BKR CIRCUIT DESCRIPTION 11 ---- SPARE RELAY ---- OUTLETS-RM 1@� (CASHIER) 20AiP 7 1200 25 l 2P STALSE SERVICE �0 1F AR,E • LOAD IN VA ABC LOAD IN VA - � , , � �$ 12 -- SPARE RELAY ---- OUTLETS-RM 109, 110, 111 20AIP 9 1200 ---- s OUTLETS-RM 114 (No. .VEND iNG) 20AIP 1 1000 1200 2 20AiP OUTLETS-Ws 115, 11b, Ill, EXTERIOR '13 ---- SPACE ---- OUTLETS-RM 101, No. WORKROOM 20AiP 11 1000 ---- ; 2 Al ARE 3* ! , OUTLETS-RM 114 (CENTER VENDING) 20A1P 3 1000 1000 4 20A1P OUTLETS-We 114, 11& 14 ---- SPACE ---- OUTLETS-No. WORKROOM 20AIP 13 60@PARE _ ' PRIOR LAKE 14 VENDING) 20A1P 5 100@ 65@ 6 20AIP OUTLETS-Rf 1 118, E.W.C. RM 114 15 SPACE ---- SPARE 20A1P 15 ---- i Al A � R I A OUTLETS-RM 1 (So. VE D G) "'"" - 8 ' ok € RE OUTLETS-i�"i 114 (No. COUNTER) 20AIR 7 1000 750 8 20AIP MONUMENT SIGN 16 - SPACE -- - SPARE 20AiP 17 ---- _ __ _ _ MAIN - POST OFFICE • OUTLETS-RM 114 (so, COUNTER) 20A1P 9 1000 200 10 20A1P DROP BOX OUTLET 17 - -- SPACE ---- SPACE ---- 19 ---- ---- f � ' SAE POWER ASSISTED DOOR (EMP.)- 20AiP 11 1200 500 12 20AIP MASTER CLOCK 18 ---- SPACE ---- SPACE ---- 21 ---- ---- _ ` 20AIP I ` ' OUTLETS-EXTERIOR, WORKROOM E.W.C. 20AIP 13 650 1500 14 20AIP PAGING SYSTEM ^. 19 OTF ENGINE HEATER OUTLET OUTDOOR TEMP. SPACE ---- 23 ---- '`-- 2 ! 204P OUTLETS-RMs 119, 120, WORKROOM 2GAiP 15 600@@ 16 20A1P BUILDING LOGO SIGNS 20 OTI ENGINE HEATER OUTLET OUTDOOR TEMP, SPACE ---- 25 ---- 1500 - '� A R 0 , 16887 DU UTH AVE.OUTLETS-RMs 124, 125, WORKROOM 20AIP 17 1000 1050 18 20AIP BUILDING LOGO SiGN 21 OTi ENGINE HEATER OUTLET OUTDOOR TEMP. SPACE ---- 27 ---- 15@@ 8rO �� 4 ER 0T L SE OUTLETS-R'1s 124, 12E, 20AIP 19 800 1200 20 20AIP TELEPHONE .SYSTEM 22 OTl ENGINE HEATER OUTLET OUTDOOR TEMP, SPACE 29 1500 � �� � 2 � � � � �� � POT � PRIOR �a��'>`> tvvr�I�N�NESOTA ---- ---- JO ,a OUTLETS-RMs 121, 123 20AIP 21 w0 800 22 20A1P TELEPHONE SYSTEM. 23 OT1 ENGINE HEATER OUTLET OUTDOOR TEMP. SPACE ---- 31 ---- 1500 p2 20 t - R 05T � __-- ---- 4 2 ( T-R P05T SPARE 20AIP 23 ---- 1500 24 20AiP TECHNOLOGY RACK CORD DROP 24 OTl ENGINE HEATER OUTLET. OUTDOOR TEMP. SPACE 33 15@@ SPARE 20AIP 25 200 26 20AIR ELECTRONIC TIME CLOCK 25 OTl ENGINE HEATER OUTLET OUTDOOR TEMP. SPACE ---- 35 ---- 1500 ��6 0 x L# CST ---- ��, SPARE 20AIP 27 ---- 28 20AIP SPARE 26 OTl ENGINE HEATER OUTLET OUTDOOR TEMP. •I° PANEL LPCI 100A 37 4000 1500 8 20 E ` €L R POST ---- ___ _ _ _ SPARE 20AiP 29 ---- 30 20AiP SPARE 27 OTl ENGINE HEATER OUTLET OUTDOOR TEMP. + 39 3000 1500 40 20 =P Et ( IEAFR POST SPACE ---- 31 ---- ---- 32 ---- SPACE 28 ---- SPARE RELAY ---- �� �� � 3P 41 • 3000 1500 42 20AI, '�"�°�� ESTER OST � SPACE ---- 33 ---- ---- 34 ---- 'SPACE 29 ---- SPARE RELAY ---- � CIRCUITRY ROUTED VIA RELAY PANEL FOR CONTROL � USPS PROJECT NO. Y86856 SPACE ---- 35 ---- ---- 36 ---- SPACE 30 SPARE RELAY _ + FURNISH 4 INSTALL 'LOCK-ON' DEVICE FOR CIRCUIT BREAKER PANEL LPE3 125A 37 6300 6000 38 125A PANEL LPC3 31 ---- SPACE --- 39 4550 5200 40 If 11 32 ---- SPACE ---- ---- ---- 3P 41 3150 4000 42 3P 11 11 33 SPACE CIRCUITRY ROUTED VIA RELAY PANEL FOR CONTROL 34 ---- SPACE . ---- SHEET TITLE: 35 ---- [SPACE ' 36 -- SPACE --- . . ELECTRICAL PANELS ._. GENERAL NOT P .�L L 3 1, RELAY PANELS SHALL INCLUDE ALL COMPONENTS REQUIRED FOR A COMPLETE MOUNTING LOCATION SERVICE REMARKS SYSTEM (TIME CLOCK, POWER SUPPLIES, PHOTOCONTROLLERS, ETC.) 4 SHALL TAT (MAINTAINED OR MOMENTARY) RELAY SURFACE GRIDS-C/3, IN AMPS VOLTS PHASE WIRE 125A MAIN CIRCUIT BREAKER, 60A ISOLATED GROUND BUS ACCEPT EXTERNAL CONTACT CLOSURES WORKROOM � PANELS SHALL BE MANUFACTURED BY Norton Controls OR EQUAL, �. 125 120/208 3 E, REVISIONS: 2. RELAY PANEL SYSTEM INCLUDES EXTERIOR AMBIENT LIGHT 4 TEMPERATURE ANTICIPATED PHASE ANTICIPATED SENSORS, WHICH ARE FIELD PROGRAMMABLE. THE RELAY PANEL SYSTEM SHALL NO: DATE: BY: CIRCUIT DESCRIPTION BKR CKT LOAD IN VA LOAD IN VA CKT BKR CIRCUIT DESCRIPTION PROVIDE CONTROL FUNCTIONS AS REFERENCED IN RELAY PANEL SCHEDULE A B C TI:. RETAIL OCCUPiED/UNOCCUPiED TIMING CYCLE OUTLETS-S,W. WORKROOM 20AIR 1 1000 1200 .2 20AIP OUTLETS-RMS 13-115 4 EXTERIOR T2: WORKROOM •OCCUPiEDA NOCCUPIED TIMING CYCLE (HALF LEVEL) OUTLETS-S.W. WORKROOM 20AIP 3 800 1200 4 20AiP OUTLETS-LUNCH ROOM 114 1 Al OUt TS- OCKER ROOMS 116 �120 T3: WORKROOM OCCUPIED/UNOCCUPIED TIMING CYCLE (HALF LEVEL) ' FIRE ALARM CONTROL 20AIP 5 800 000 6 20AIP LE L POWER ASSISTED DOOR (No. EXTERIOR) 20AIP 7 1200 400 8 20AIP CORD DROPS N.W. CARRIER CASES PCi: OUTDOOR AMBIENT LIGHT LEVEL ""I N_ POWER ASSISTED DOOR (So EXTERIOR) 20AiP 9 •1200 600 10 20AIP CORD DROPS WEST WORKROOM No. INITIAL SETTINGS--ON AT 3 Fc/OFF AT 5.Fc I' POWER ASSISTED DOOR (No. INTERIOR) 20AIP 11 1200 600 12 20AiP CORD DROPS WEST WORKROOM No. CTR m POWER ASSISTED DOOR (So. INTERIOR) 20AIP 13 1200 600 14 20AiP CORD DROPS WEST WORKROOM So. CTR PC2: OUTDOOR AMBIENT LIGHT LEVEL 2 INITIAL SETTINGS--ON AT '30 Fc/OFF AT 50 Fc a SPARE 20AIP 15 __-- 600 16 20AIP CORD DROPS WEST WORKROOM $o. SPARE 20AIP 17 ---- ---- 18 20A1P SPARE OTi: OUTDOOR AMBIENT AiR TEMPERATURE x, SPARE 20AIP 19 ---- ---- 20 20A1P SPARE INITIAL 5ETTINGB--ON At 32°F/OFF AT 4@'1= c OUTLETS-WORKROOM, COLUMNS C/2 d D/2 20AIP 21 400 ---- 22 20AIP SPARE ' PROJECT No: 9811a--15 CD PGIiNS: OUTDOOR AMBIENT LIGHT LEVEL - OUTLETS-WORKROOM, COLUMNS C/2 t D/2 20A1P 23 400 ---- 24 20A1P SPARE • INITIAL SETTINGS--ON AT 3 Fc/OFF AT 5 Fc, NESTED W/ "TZ° DRAWING DATE: 1 1/2s/oo 3 a OUTLETS-WORKROOM COLUMNS C/3 4 D/3 20AIP 25 400 ---- 26 20AIP SPARE Lo -«- DRAWN BY MRB OUTLET54ORKROOM, COLUMNS C/3 E D/3 20AIP 27 400 ---- 28 20AIP SPARE co 0 SPARE P 29 ---- 30 20A1P SPARE 20A1 ---- Q SPto ARE 20AIP 31 ---- ---- 32 20AIR SPARE LID -o SPARE 20AIP 33 ---- ---- 34 20AiP SPARE Cl o SPARE 20AiP 35 ---- ---- 36 20AiP SPARE SPACE 37 - 38 SPACE .LID � SPACE ---- 39 ---- ---- 40 ---- SPACEI I E301 z LD 10 SPACE - 41 a --- ---- ---'- 42 ---- SPACE SHEET of : o FILE: ti 0Cu` NST 'r\ U:. ' T1 '. 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Alk o,.'K..' b. -... ,u !-r r�'-:. ..r w..._ ..Y',`? ,,1hh, a -?. ....._ .1.". , ,t•.�,�n.'A.,.ti.F;�...ks.:t'r�a 1 s.9,i��ysi��;;,yy.`.�''Fqql??f,ii .a�,. .,.._ -....x ...wz,� .. .,.«..xf..,:.....k....>r...-..,.�:.F:..asY .:.,,.. , •x # ,r t BOLLARD DESIGN 3/4" CHAMFER ANCHOR BOLTS BY POLE SOFFIT t-- MANUFACTURERU I LC�1 N G w b9 Ll T FIXTURE I _ . _ QUITE 301 w N GRADE NUM ER LAMPS ,l N 55401 i l TYPE DESCRIPTION . MANUFACTURER CATALOG B r REMARK TYPE C LIGHT FIXTURES STAGGERED. xI tt tt _ _ I SEE PLAN FOR TYPE QUANTITY. A RECESSED PARABOLIC Columbia P224-332G-LD36-5-3EBSLH 3-32W-TS-3500°K : ` 33 95 £3 � 29 00 ii ) lii — i 11111= ,� ( 1 „ „ Al RECESSED PARABOLIC Columbia P222-340TTG-LD33-S-3EBTTLN 3-40W-TT-3500 K 2 n t t L1 n IIII1 12 I 3/4 x 3/4 x 1/2 SQUARE CELL, SPECULAR - ,, *HRIS OLSON O CI�1rr 1rrrr� A2 RECESSED PARABOLIC Columbia P224-332G-LD36-$-Mark X 3-32W-TS-3500°K 2 ., O �, r r ► � SILVER LOUVER t II III loll � �� I I �� ► t I I B RECESSED FLUORESCENT Prescolite CFRCB82E$-STCBSCL-5S-B24 2-26W-DTT-3500°K -- 2°�� z„ _ _ - ----- s BI RECESSED M.N. Lithonia LAN-IOOM-IIRW-ALN i-IOOW-EIS-COATED 23 52 RECESSED H.P.S Lithonia LAN-106-1255-16A I-iOW-E23 1/2-CLEAR 211 mac. I I 11 1 1 11 I I GYPSUM CEILING B3 RECESSED FLUORESCENT ' Prescolite CFRCB82ES-STCBSGL-55N�i1-B24 2-26W-DTT-3500°K 2`i 1 U I I I II II 11 ; f 5 ° t I it {L • I ` I I � � C � STRIP LIGHTS Columbia GS4-232EBSLH 2-32W-TS-3500 K 211 ,t n � Associates i I I CONDUIT AND CABLE PER Cl STRIP LiGHTS Columbia C66-232-4EBSLH 4-32W-TS-350®°K 2II u. L ��:I:lurr, ion . North, Ste 1 G it iI ;Xj I I ELECTRICAL SITE PLAN D RECE65Ep LENSED TROFFER Columbia 4P524-232G-FSAI9-EBSLN 2-32W-TS-3500°K 27I II \ \ II T� • W LIGHT I Tl� MCO)UNTING __ _ Di RECESSED LENSED TROFFER Columbia 4PS24-332G-FSAI9-3EB81-N 3-32W-TS-350® K---�- _ - � 2�� _ ,r� � ,,4 � i � N � NO SCALE T� In ' D2 RECESSED LENSED. TROFFER Columbia 4P522-240TTG-FSAi9-EBTTLH 2-40W-TT-3500°K 211 Ax; i I I (� cY � E EMERGENCY LIGHT Prescolite ELB2-CVS BY MANUFACTURER 21I. II .—.� '� U R A L ENGINEER �I�______rin E1 EMERGENCY LIGHT Prescolite ELB4-CVS BY MANUFACTURER �- -� 2`(I 1-1 __ _ ;.�e, Allen & Assoc es .r qt ___.. _.. ,�^r,ium Lane North, e 10 Er EMERGENCY REMOTE HEAD Prescolite PN4X0601/PMP-101 BY MANUFACTURER 12Vdc II _ ;,_;t,� MN 55441 WALL F LOWBAY METAL HALIDE Hubbell BL-320WX-LM-WN i-320W-BT280-COATED _ 211 13,15 _ 577-9130 .� Fi LOWBAY METAL HALIDE Hubbell BL-320WX-LM- QUARTZ-QUARTZ 1-320W-BT280-COATED _ 21-1 131415 ' I " Silverthorne I 1 -__ Ii II I 1 G H.P.S.HP WALLPACK S auldin WGRII-Si5®-DBZ 1-150W-ET18-CLEAR 211 i2 -�-(�HANICAL ENGINEER }. 4 4 VERTICAL BARS GI METAL HALIDE WALLPACK Spaulding WGRiI-MII5-D5Z 1-iI5W-EDi7-COATED 2II 12 Associates B-Line 05494-24, OR EQUAL, _ ° _ -- - France Ave. S. STE 330 EQUALLY SPACED --- 10-40W-BIAX-300 K 120 10 i I N TRACK L IGHTING Prescolite -------------- --------- 24" SINGLE BRACKET 435 s I I I I J __ STEP LIGHT Prescolite 3ICFQ13EB-TW-3I-IBL 1-13W-QT-3500°K 2I1 "" ' K POLE MTD N.P.S. Kim Lighting iA/CC525A3/250PF6/I3L-P/V5F-IA i-250W-ET18-CLEAR _ 2I7 5,6 v , 1 F+: _ . _ _ - ENGINE KI POLE MTD N.P.S. Kim L1 htin 2B/CC525A3/250NP5/PL-P/VSF-2B 2-250W-ETIS-CLEAR 2I7 5,8 3 �3 TIE EQUALLY SPACED o ___--� x '�tL ER I - KZ POLE MTD N.P.S. Kim Li htin 2B/CG525A3/250NP5/BL-P/V5F-2B 2-250W-ETIS-CLEAR 2II 5,I - sociates x II II K3 POLE MTD H.P.S. Kim Lighting2B/CC525A3/250uP5iBL-PNSF-2B 2-250W-ET18-CLEAR 21'1 5,6 Fe. S. STE 330 c�i K4 WALL MTD H.P.S. Kim Li htin iW/CC525A3/250NP5/SL-P 1-250W-ETIS-CLEAR 21� it fFy ---- ®i�G r�tS ®TS L INDUSTRIAL FLUORESCENT Columbia CSRS-232-4EBSLN 4-32W-TS-350 __~ _ 21I 4 — J 1, CONCRETE SHALL HAVE (ot AIR ENTRAINMENT M DOCK LIGHT Fostoria DOK-40VA/NPS 1-50W-Ell-CLEAR 2II 4 _ RCHITECT 'MIAND A '28 DAY' STRENGTH OF 4000 PSL TYPE 'L' LIGHT FIXTURE. SEE N METAL HALIDE BOLLARD Kim Li htin SL5/IOMN/BL-P i-IOW-EDiT-COATED 2II 5 uw4 12" REINFORCING STEEL SHALL BE ASTM A615 � ---- - -.- _______ Bergley, Inc. 2. REIN ORC EEL PLAN FOR LOCATIONS. _�— -_._:�_ _____._ _ .11ogg Blvd. 3 X SINGLE FACE L.E.D. EXIT Prescolite EDG-2-R-EN-W BY MANUFACTt - _• 217 16 G .__..__ _. „ . :a t�P GRADE 60, NEW BILLET, INTERMEDIATE GRADE, 101 DEFORMED W/ 60000 PSI YIELD STRENGTH. i. 'SOLID STATE ELECTRONIC BALLAST(S) 1016 THE). . T V LIGFIXTUSETip 2. ' 3. BEE LADETAILSSHALL LTBE SWEET. P Advanced Mark X DIMMING BALLAST. NO SCALE r� 4. SEE-MOUNTING DETAIL ON THIS SWEET. 5. FURNISH t INSTALL CONCRETE BASE, SEE DETAIL ON THIS SHEET I • CONCRETE 6. COMPLETE W/ VERTICAL SLIP FITTER, 4 25' ROUND STRAIGHT STEEL POLE (Kim 4GRS25-5180/A/5L-P) W/ !N!5 E5 T , MATCH LUMINAIRE NO SCALE BARE COPPE BOLT COVER BY POLE -1• COMPLETE W/ VERTICAL SLIPFITTER, DUPLEX G.F.I. RECEPTACLE, 4 25' ROUND STRAIGHT STEEL POLE tK,rr R55- i /B/BL-P/DR-CFI) W/ BONDING JUMPER FINISHES TO MATCH LUMINAIRES. MANUFACTURER �� , , t r i ' Nr"1 PI Fvk'1'I�:I`ti _ 8. COMPLETE W/ VERTICAL SLIPFITTER, SWIVEL MOUNT (Kim SPM-5 /BL-P) AT 22 , 8 25 ROUND 5TRAIGH: OL.E (Kim RS25-5180/B/BL-P) ,r i �� 11-ir4L A SUBMISSION 3/4" CHAMFER ANCHOR BOLTS BY POLE W/ FINISHES TO MATCH LUMINAIRES. FURNISH INSTALL Kim AFL12/100MN LUMINAIRE COMPLETE W/ LA' S, °P u ``'' LIGHTING, A!M AFTER DAB y ED AND SIGNATURE MANUFACTURER 1% , D BY ME OR UNDER .: 9T SOME FIXTURES ARE MOUNTED IN COVE, SEE DETAIL FOR LOCATION-4 PLANS FOR QUANTITIES , P1�l,!oN AND RESPONSIBLE n 10. TWO i'$SWH S TRACK SECTIONS W/ JOINER, i'SI3 OUTLET BOX FEED FIVE #'i'2440WH-EB LUMINAIRES t . i ,N DULY REGISTERED 1' F MINNESOTA. - � 11 MOUNT AT ELEVATION 117 0 `'r I��r��-��ur:DER THE �ws of i 1/2'x 1 1/2', 12-GAGE CHANNEL SUPPORT 12. MOUNT AT ELEVATION 112'-0" E >Ir3G 1 t ASSOCIATED HARDWARE. nii III iin o�.. �� 13. MOUNT W! LENSE FLUSH WITH LOWER CHORD OF BAR JOIST. � � �,,•''� ii G II t t i t tl J1J_ 14. QUARTZ RESTRIKE SYSTEM LOWER CHORD OF 3 ;;;;-IT] ;;;; 15. PULSE-START BALLAST 4 LAMP SYSTEM 1 I t t t t I I II120 BAR JOIST. , I t , I I 1 , t I I 16. CEILING MOUNT IN AREAS WHERE CEILING IS AT 120 OR LESS 4 WALL MOUNT AT 120 IN AREAS WHE "- h 5 A i1GNER THAN 12® ? 1/29/00 a ll. MOUNT AT 96" Z iiii II I iiii 9955 - ,k � itli III till , A Ittt J1J , tll __ �ii--lT-1—i n-_� t 'WHIP' r • � t NOTE:. VEN(TLATED ENCLOSURES FOR EXTERIOR CAMERAS ARE ,., Ii II GRADE " i i i i � ' EXCEPT 20 WHIP 15 REPLACED W/ FIXED EMT. � I Ili i NOTE: COORDINATE ALL COMPONENTS W/ Vicon 4 ALL INSTAL' 4 REQUIREMENTS W/ Yicon AUTHORIZED INSTALLER. �;• � ; ; i i I I I i i i i 11111=Iilll� • tk L', 1 i i -11111= ' ``jI� JUNCTION BOX W/ NEMA CONFIGURATION __I '___ _ �__ illll CHANNEL MOUNTING FRAME. SECURE 120V CIRCUITRY x �l-1--_ oEO CONTROL CIRCUTIRY { L5-20R RECEPTACLE COVER PLATE TO ,BAR JOIST ROOF DECK I ai UN15TRUT ASSEMBLY _.___. . U OTED STATES II • ,� POSTALS SERVICE. 01, _ ' i i, I I� I �i Z B-line �289-12, OR SIMILAR 3-�12 115011 FLEXIBLE, 600V POWER CORD r a W/ NEMA CONFIGURATION 0L5-20P PLUG = BRACKET CHANNEL MOUNTING FRAME NEMA CONFIGURATION 05-20C CONNECTOR �_="___J1J__-_" , `r 1 STAINLESS STEEL n--- -n-- `V DUPLEX OUTLET ., I PRIOR LAKE CORD GRIP � � �Tj � � r � ,,.�, ,. '�0 VIDEO � CONTROL scy- i i / \ i i I - f'`� IRUi .RY 'WHIP'. rMAIN POST OFFICE Utz 5/8" X 10' COPPER CLAD STEEL �\ Yicon POWER SUPPLY l aav 5 GROUND ROD. •SEE ELECTRICAL _ r' ty- SITE PLAN FOR LOCATIONS " CHANNEL MOUNTING FRAME Ii I I I VENTILATED ENCLOSURE W/ lr,; rsy. C-- ---------u--, TAMPER-RESISTANT SCREW --n---------n-- VENTILATED ENCLOSURE W/ „ CONDUIT 4 CABLE PER COVER SECURE TO CHANNEL TAMPER-RESISTANT SCREW . 16887 DULUTH AVE. SE v - " ELECTRICAL 61TE PLAN MOUNTING FRAME COVER PRIOR 1-91KIL, `Mff1 i"4' TA � . FITTING, TYPICAL = 3" MINIMUM u, �---------_�-- t u, CLEAR COVER r==n------- n-- 'a d II I I 03 TIES AT 1'-3" ° • � � � �A,R JOIST ON CENTER .x ' ., Yicon PENDANT MOUNTING BRACKET - USPS PROJECT N0. Y86856 4 04 VERTICAL BARE N CONVENIENCE GORE 1 1 I t EQUALLY SPACED c--H------- -H--_� L1 Y T i 1 NCL 'O'%S u / 6 14 DE T i _.1 ,`i-� NO SCALE 11 II z 1 t I 1 NO SCALE 1` SHEET TITLE: , . s� ; ; ;� • OVERHEAD DOOR ELECTRICAL DETAILS L/ ;. CONTROL STATION � AND LIGHTFIXTURE HOOK W/ SAFETY LATCH U �, _. SCHEDULE ROOF DECK ..,a.: : CIRCUITRY, SEE SHEETS E301F 4 E501F DOCK LIGHT E .I 31I REVISIONS: ¢� SiD VIELU JUNCTION BOX W/ TWIST-LOCK RECEPTACLE m NO- DATE: BY: r " e CADMIUM PLATED CHAIN 3/16 D PL E ° LIMIT SWITCH MINIMUM LENGTH AS REQUIRED Kellems OR EQUAL STRAIN RELIEF OVERHEAD DOOR _ o° OVERHEAD DOOR ; Ise LOOP ASSEMBLY BY FIXTURE 24" OPENING '° OPENING ° MANUFACTURER 12-34GND 5JO CORD W/ MATING TWIST-LOCK PLUG ®NC �+� ®t�5 g LENGTH.A6 REQUIRED 1> CON ETE SHALL HAVE 6�o AIR ENTRAINMENT BOLT CIRCLE 5 AND 25 DAY STRENGTH OF 4000 PSI. CONVENIENCE OUTLET k 2. REINF RCING STEEL $HALL BE A$TM A615, RN BALLAST ASSEMBLY W/ LOOP GRACE 60, NEW BILLET, INTERMEDIATE GRADE, DEFORMED W/ 60000 PSI YIELD STRENGTH, !,� TYPE "H" SERIES LIGHT FIXTURE MOUNT BOTTOM OF FIXTURE FLUSH W/ LOWER CHORD OF BAR JOIST i' I�� �' : , i i ® ►�--��- FIN15H FLOOR PROJECT N0: 98110-15 ' • OR A$ DIRECTED BY ARCHITECT �� ` 4 - �- ?`+ DOCK LEVELER ��4 DRAWING DATE ' 11/29/00 CONTROL BOX DRAWN BY LID .� . VVE Ti T i x y ril L FLA R—M u RHEAL) 120'0%=—A TYPICAL 4 e TYPE V i TU UNTING DETAI NO SCALE o C) o v NO SCALE SUGGESTED MOUNTING ARRANGEMENT : Lo rng �.,. SHEET •� F rOLE 5AS"E C?`TA •i 0 ,.. .. NO SCALEkN - Cu1N �STR FILE: sE T : -i v O a ,.,n. . - COPYRICb .._._._ u Yh -_._ .. >•.. a .. v.. .. k5b. . t