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U }- A-( Building Elevat;,.ons , A-? e,y Restroom Plan LL :lS evations / l�'- 0 O Leaders Desk r Details . _.......................... A-8 S,3ction - E, Structural Details e CITY OF T*ARCr A-9 Window Schedule Conditionally At►rrovadWLndovi . � �'�• � For q�ly tho vm G-azingDe Scheailsdule ' PERMIT NO, .�- See letter to: c,�o,i ...... .. .. .... �� �azin Schedule . . . .... !r- "-1C ::t,ract.ural Specification Notes Attach . ... Details I R S T C H Iltat! R C H O F CH R I S T S C 1 F 101 I S tT Job A-11 L'oc _ Schedule BY A-12 F: : „ Finish Schedule —-#� 7 M-1 Si '- Plan Mechanical T I G A R D O R E G O N M-2 Main Floor Plan t Plumbing H-3 Main Floor Flan: HVAC RILE NO.TUAUTIN VALLEY FIRE (MARSHAL OFFICE ;".-4 Basement Floor .Plant Plumbing & 11VAU APPROVED . M-5 Nechariiral Schedule & Detail CONDITIONALLY APPROVED . . . . . r DATE E-1 Site Plan Electrical ^ A74 ArPRUVAI Of '` f' L,'- TER. . . . . . ,. . 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I G.. _ -" .,,;syn• ..) } ( ; ��, ,-� 1. �� ...,...,.. L • 4''h ,~- A-8 ;--",_:) L-)Dt 'ZnCz1 J M \\/4t ,L L- -7C ') 4 FILE NO. tr DATE 14" SHEET 14325 SW 1 .I '2 1 11 I ( 01(-, REVISIONS of 11 CjI `1 or ' I I I T I I C � 1ll � I Tr -I— I I I �- - — I II I1 IF THIS DOCUMENT TS LESS jIII IIJI II I1III II Ir ' APRIL. 23 1994 2 r LEGIBLE THAN THIS NOTATION, c IT IS DUE TO THE, QUALTTY OF ^ ! No 39 a'-'t THE ORIGINAL DO:.UMEN7', --- — �S I 8Z I I ► IIIi►lllllllli�llll IIII►IIII Illl►IIII IIII � IIID►IIIIII �llll llll �II � tt 8 ' I LUllll�T�9LZ tZ O IIIII lllIl� llllll l _lllddllll�llll�l£ll'111I1^11�,11II�LII UII tII�IIty�uWrI I Illi (IIIIIIII�IIIIIIII:�IIIlllllllllillllllll�lllllllll�lu lllllll�lllllLlllllll tl►' 1111 l ll l H Cf-, fir ar'' PKILAIa, WON t- rL lag I f c„��_.a .... '---,, �_ . .T..��._ . , ,� � �, I., . pw. _ ry ,w i I 1 �'� � �.C-' !:_.?�`�; I a�`� '!-1' '- C"C. -r l!�►�� r 1 �,, r, . 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Y •-_.,`.ti�....-.• � .....�~C_ 71 a'�„- �..__' 1 1._► ' ;1 46 All 0 GA U L..It ..I A 10 S cn F t r7 `> r t � I ! j f y.{, , � ^ ...-. __." .-.. :-I r---� t� 11 .. _ �•...—ter.—.. _ _.. _. _.. .. _ ._._.......�... � ,...� 1 �- - --, � �-_ � •{ _._ i i { _ I .:'7 �. _� � .: � 1 1 / \V _-l -.._ 1 k •`I r� `3 >�` ` l � ^ l O � '� r�. r.. jZ FILE NO. � E -- --- ____ -__-...... - _. . . � -�. , - ( � �-�-, � �. ►fe X�/Z � �f� x alp i Avl7fTi?n. 1 '_�M F'1..�.3c.�rZ v1F•�" � DATE r, - - F 17--Y-177 E 0 1 ;A N71-TCO 17f\ SHEET 1 tJ �+ 4.7, 5 9w 91.2TH AVENIIF w._ 12 OF 24 RE VISIONS OF r A V woe A w a.aVtil867 CO .+!!K'RO!�Mt. _ __..,:,.. ........-pr.:.rc.•�r71'"Hy,,!Mt+:rr„�.; 2..1 _ ♦ '. _ i - ''a'� ��hIIA�1i'• __.,, 1 , .t � ( 1 I V I I I 1 1 1 1 ( �T (� f ( I I I I ( i 1 1 1 1 1 { 1 1 1 1 1 1 rl � lll III III Illlijl III III VIII I�' ,, 1 'IF 'R IF 'PHIS DOCUMENT IS LESS ' T i�f ffi If1 1 I I� I II1 IIfA I I�1 III II{3 I TT 1TrTT�rA f 111 1(r rll� I II4 l�r rTT� III ill fll I III III III�II III III III I I I �O�I —11 APRT! �.t3 1994 ` LEGIBLE; THAN THIS NOTATION, I I I 1 ! I I 1 I �t�-I 1��___I _i_ -----C7 — ���__ 1 ���L111I j•agN. r.�irlf ., � �'' IT IS DUE TO THE QUALITY OF L� -- No,99 THE OkTGINAL DOCUMENT. --_ _.— _ �_ ___ fril 8TZLZ9t''i 6Z £Z ZTZUZ 6I 9ILit T 8 11111111111II �I IIIIII� �I II 111111111II{IIIIIIIII{ IIIIIIIIIlfl1111411f�I II111111111�1111 111111{II i11111{11111I1{III illlll11:111 IIIIIII (.ENFRAi< STRUCTURAL NOTFS Gypsum i;VNFRAi, 1. 1/2" gypsum sheathing - 4' x 8' s3ho th blocked 011 GA.X 1 3/4" X 1 . '!'hese notes set minimum standards for ronstrurtion. The drawings govern over the (Nail at all studs, top 6 bottom plates 7110" head (;,;neral Notes to ext,int shown. and hlorking) Diamond Pt. Calv. Nails L. c'ontrac;tor shall.: Vevifv all dimertr.ior►:• and condition:, on drawings and in tieldl @ 4" o.c. i f. Coordinate locations of openings through floors:, roofs arid walls with architectural, 1. 112" and S/H" Gypsum w<.11hoar'1 AAUTA C. 89NAI�iIAI!! l mechanioal and electrical plans; Notify dorign agency of rrnv discrepancies. (a) single, layer blocked • ....•• •• •.•• . • •• ••• 6d cooler nails 4" o.(:• 3. Contractor sh..11 provide all necessary temporary support prior to completion of (h) Single layer ov;tv 1/."' sound hoard 8d cooler nails •'c" o.r:. vertical and lateral load systernu. ( Nail at .ill studs, top f- bottom pl stes A. blocking) 1 i • P81rU�". BRECON �a t. Where reference is made to ASTM A1SC ACI or other standar,t:, the lata.-,t issue ' ' ' Other Wood Connections � shall apply. Conner.t .ill Kearns and joists with Simpson Bangers to develop strength of (nernhers, �'- 41' 5. fncpection and/or jos r.upervision is not provided by flerry/I ,a114r I ngineeri►Ig, lar' or as rioted i n plans. 1'rovi.e standard plate washers tinder heads or nuts; of bolts � ��� O unless specifically arranged for by separate r-ontraot. he,cr. inM .,n wood. j 1i. All work hhall be in strict compliance with the 11485 Prii.forin Building Code as ami:nded Cuttinf- .iri,l notrllinp, of joists not allowed. 1" diameter hole may be drilled in the �''CrC- t-' y by the state of oregan and alt other state and local codes and building requirement : 1 1 that al,ply. r-enLer I / i of the member depth. All other holes e approve to bd. s ,, t ; • _,`�. _ r I -,,';i, � ► q1 l7 7. Design Criteria (In addition to structure dead load). its Kasir Root Load (snow) •.•...•••• 25 phf c, Wind .•••••. . . . . . . . . . •• :'so mph j •. Plus Accumulation Exposure "H" � ronorete Tile Roof ..••.. . . . .. . . . 1.1 p-,t (1• Seisinit. .. . . . . . . . . . . . •• Zone 11 b Floors (office) . . . . . . . . . ` 1'lua 20 paf partition 8. Mechanical equipment, mechanical and sprinkler piping larger than 1" diameter or 'I other items producing a hanger load over. 50,'; shall be hung by a syhtam approved by the design agency. Any hanger producing a load over 2000 shall have additional framing installed to transtev Chase load,, to the main structural beams or halls unless otherwise approved. ---- �- SITE WORK 1. Remove all organic material and top soil trom areas under the builisnH or unuer 7� paved areas. 2. fill inaterial to consist of a granular material. Place fill in lifts not ;o excalad 8" and compact to 98 standard AASHTO '1'-190 under tootings and to 90 . standard AASN1'0 '1-180 under paved areas and Moor. blahs:. 3. Base material irttnediately under slab to be 6" layer of 1-1/2" pinus rgr:l,acte.i ,-rushed rock. FOUNDATIONS 1►.isign soil pressure assumed to be 1500 psf 1.1. plus D.1•. No soil 's r-r at t � � 1. All f i•otings to bear .ln f i rri, andi cturheci soil or approved ro:npacled i ill :-i i n: s ,n / A ` 'i 1 ; .�. q 4 p g 18" below tinal grade. Notify design agency before proceeding if env unwli,,; f' � /. U► conditions are encountered in the footing excavations. U► t. Do not excavate closer than a 2:1 slope below footings. ! ,c. Clean all footing excavations of loose material by ;sand. fc:l UC: E •-..i 5• Excavat i ons may be made tinder cont i mous footings for pipes. Backfill to be q W U approved by engineer. Ct)NCRETI. 1 `_t "" . c Z - 1 . Strength: Average concrete strength as determined by job cast lab cured cylinder S o ' to he 3040 psi at 2R days plus increase depending upon the plant's standard deviation ( �' A�- � fA l-1'� X x'14 p Q - ,- J s ..,,ariied in AACJ318-77. U `l -- I -` 1..._f�/-`�f:> t ,• *- � � MiriimuMix.fix Requirements: ,� _ I - � /� � i ► � , � F Q a1. Coment content per vard: 5 sacks except slabs on grade to he 5-112 sacks. _ _ _ _ _ _ �__._. LL h. Slump: 2 to 4 inches. Deviation from design slump +112" to -1". w c. Air Entrainment: Per ACI at all exterior slabs. 1. �'" 3��1 PLY • W d. Admix: Nater redui:ing admix (Pozzolith or equal) for all slabs. ` Q - 3. Place and care 411 nortt:rete per ACI nodes and standards. ►c. Provide control ,joints in all slabs on grade at 2.5'-0" o.c• each way maximum unless I otherwise shown on plans. Provide heavy (3/4") tooled joints at 5'-0" o.r.. and � / j O � M 112" premolded expansion joints at 30'-0" o.c. in all exterior walks and slabs. j -- - - - _ __ _ _ _ _� Q m z 5. Sleeves, pipe:, or conduits of aluminum shall not be embedded in structural concrete J !A 0 Unless oftectively coated. t; Z M 0 tL G� W > 0 13 W Zp z RFINF0RCTNG (CONCR'£TE) ' i 0 0 W 1. All reinforcing steel to be ASTM A615 Grade 60, except ties to he Grade 40. All welded a Z J wire mesh to be ASTM A185. / = lD \ '. Fabricate and install reinforcing steel according to the "Manual of Standard Practice % � p � A a W for Detailing 1:einfarred Concrete Strrtctures" ACI Standard 315. , ' W 3. Provide rfowels from footings to ntatrh all vertical wall, pilaster and r-olurnn reinforcing, I.ap 30 diameters or 2'-0" min. �r I,ar all hats in intersectio foatin s �'-f►" or 30 diameters whichever is - '• r h G - greater and vide 2'-0" x 21-01* carrier bars to inatrh horizontal reinforcing where f oundat ion stem .+alls intersect. - 5. All wall reinforcing t4 be placed in renter of wall unless shown otherwise on the drawings. ! N tigrish FRAMIN(; - 04-0 AL U X A G;N (''� v/C.. 'Ji�, C,7 ►" 1. All laminated beams to he Douglas Fir with fb = 2400 psi per Arm 117 spet:itication r � 7 combination 24F-V3 for simple span beams and all others 241'-V8. Appearance grade to be industrial, provide AITC certificate, and use waterproof glue. Camber = 2U00' radius for spans over 20'-0", or as shown on drawings. 2• All lumber species and grades to be as follows: f a. Aoists, beams andstringers Douglas Fir .r` r 0" nom. and greater seams and stringers .... . .. . Douglas Fir '-'1 b. Bucks, blocking, bridging and mise .. . . . . . . . . so. i►ouglas Fir or Ileto Fir iti 1 41 j c. 2 x 4 studs: .•..•..• .• •.,.•. ... .... . . . . . . ... . 0 .0 Doug Fir "Studs" or std 6 Better d• 2 x b studs and larger Douglas Fir #2 90 Sills, ledgers, plates, Ct :. irib(i Reel in or in i contact with concrete or masonrc .. . . .. ..... . ... Pressure treated Douglas Fir sit 40 f N Douglas Fir #1 / f* , t . Posts ......... .•.••••••. .. ... ..•.• .. .. . . .....•• � r f.� 1° Crossbridge or solid block at 8'-0" maximum o.c. for solid sawn joint 2 x 12 and qq *; � ' � r � ��1-11�GT A Z W larger or as shown on the drawings. ! i .is I'lvwood sheathing to be standard grade with exterior glue. Install root and floor - �� ' I l,► ` �'-'� 1� ?r` ��� t W O srsea[hin with face rain perpendicular to supports and stagger end joints. 8 8 pe P l P gg 1 t . Block I r„` ! !A C sheathing where noted and nail as shown on drawings. t tixiling and connection schedule of minimum number. of nails for wotl,! members (unless fLf� 14 f t v� ,f% 4 noted otherwise on Plar:c): / (c Connection Cotantan ;' q. ��•' Studs to plates - end mill •. . . .•. . . . . . . ..•• . • . . . . . . . .•••.••. 2-16d ► t ( ' � •�. or - toe rid i1 •••. .. . . . .. . . . •. . . ... . . .. . . . .. . . . ......• 4-10d �r rap plates. a Bottom plates / i' ,�� •l - Spike together ..... . . . . . . . . . . .. . ... .. . . . .. . ..... . . . 16d �d 16" o.c:. �' r� � � ; � � � �• � - Lap & Intersections . . .. . . .. . . . . . . ... . . . . .. . .. . . . . . . 2-16d each side joint 1 1 �;'`�►, /s ' f �'j }lour joints (roof joists ) ((.eiling joists) � C � f --* Pk- 'ro plates or beams - toe nai 1 AI(x-.king to plate - toe nail ...... . ...•... . .. ... . .. . . . .. . . . .. . . so. 2-14d 1 Blocking to joists - each as f . . .. Z-1(Id , I 1 ! / . .. . . . . Bridging to joists . . . .. . . . . .. . . . .. . . . . . . . .. . . . .. . . . . .. . ... . . ... 2-10d 1 r 1' : f< Corner studs •••..•.••.• . . .• .• .. . • • . . .. . . . . . . .. .. . . . . . ... . . . .. . . ..• I 0 L' 17" o.c. - - i �ij v t = Plywood .`sheathing Ix �- 1. Roof sheathing, 3/4" i •I►. i ndex 4x/14 .- "� �'� �. so / ~ At edges of. each sheg3t , blocking �{ w,.11:. . . . . . . . . . . . .. . . . . .. . lard ('+ 6" 0.n. n 110 At interior of sheet .. . .... ..... . .. .. . ••. . ... . . . . Q . . . .... . . .. lti,t ll" o.c. �- 'T 3�4° (='i..�{<vtX')r.l'•; `'•--`""�-- I! _ . . . . . . . . 1 d 4" o.r-. Os ,��� ` W At boundaries of roof .. . .. .... . . .. . .... . .... . . . . . . .. �1 � ( 2. Fier sheathing 5/R" T.U. ltvlrnK 32/lo or 42/20 At edges of each shgeet, blocl<ing & walls .. ... . . . .. . . . .. . . . . . 10d tc 6" o.r. At interior of sheets ....... . ....... . . . . . . . . . . . . . . . . .... . . . . IUd is 12" v.c. At boundaries of roof ....... ... . . . . . . . . . . . . •. . . . . . . . . .. . . .. . Iod @ 4" o.c. 3. Nall ahA;,%thing 112" I.U. Tndex 3111► At edges of each sheet b blocking •.. . . . . . . .. . . . . ... . .. . . . ..• lild 4" o.c. At interior of sheets ....•..........• • .... soon •••... . ... .*so 10d 12" o.c. FILE NO. Apply 1/4" o continuor:R bead of 3!1 4314 r-orsstruction adhesl%e to tops of all joists, blocking and plates innediately prior to placing plywood ir•(nel.s. 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THE CONDITIONS SHOWN ON THE PLANS ARE BASED ON THE BEST INFORMATION ' F" SYMMETRICAL OR NON RECTANGULAR MAIN AVAILABLE BUT ARE SUBJECT TO VERIFICATION. CONTRACTOR SHALL �' 1'-20'•-0° NORTH („ N WYF. RADIUS TURN WITH RECTANGULAR BRANCH VERIFY LOCATIONS AND ELEVATIONS OF ALL UTILITIES THAT ARE TO j ui = d BE CROSSED OR CONNECTED 70. CONTRACTOR SHALL BE RESPONSIBLE FOR CORRECTING ANY DEFICIENCIES CAUSED BY FAILURE TO PERFORM ---- --- ----- 30.MAX SUCH VERIFICATIONS AT NO EXPENSE TO OWNER. VARIATIONS FROM THE U. PLANS SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT IMMEDI- Q ATELY. z x B. CONNECT TO EXISTING UTILITIES IN ACCORDANCE WITH STANDARDS OF < CJ TRANSITION LOCAL AUTHORITIES. ..j C. FIM ELEVATIONS (R. E. ) SHOWN ARE APPROXIMATE AND ARE SHOWN FOR � V COORDINATION ONLY -- NOT TO BE USED FOR CONSTRUCTION. - W H „ a , Ld FILE NO. DATE: 0. 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REVISIONS ' .AEC.—• •1 9-1195cc, OF t'A IF TH I`i DOCUMENT IS LESS 'TI T I I 1 f 111 I 1111 1 1 1 111 I 1 I 1 I 1 I I III 11'-1 l TETT 7T II I I I I I I I IIII 111 IIIIIII 11 ri Trr [1 I 1 I 1 1 1 1 1 1 11 t i l 1 1 1 1 1 1 I 1 1 I III III III III III I I I I I I I I I III iII IIIIIII III III V I I I 1 - APRIL L LEGIS'. v THAN THIS NOTATION, 1. 111114111 ?� �— II ,71 I —� 6 _ ^f� g (� 10 11 1� 3 199 ,� IT 1S DUE TO THE QUALITY OF ==��-- =L 5L ------ --� IF MM No.98 .'HE (,ItIC,INAL DOCUMENT. — — _ _ 8rZ 8Z LZ 1Z Z 6Z EZ — Z TZ OrZ �t 18t Lt 9T- 4t Ull EiI 4 id S �I �Z �iI II IIIlll�llli III�IIII II�IIII IIII�IIIIIIIII IIII IIII�IIII IIII�IIII IIII�IIII IIII�IIII IIIIIIIII IIII IIII IIII IIII IIIIIII 1111►iIIII IIII�I►►! ►►Il�llll lllllllll lilllllllll�llll�lll 111111L1 1 lill1ll1W111�11111111IINllI r�gftiOfr a ev Pf. i - h .. • TYPq \ - -- - - --- r� I WF1aJ w TF�b Tt r I -- o 1 h ,F tIL r< :1 1: ,►a••1�I F= it F _r ;F r. _ — / < j-� - - o^;i �.�Yr•t M •r K .r r i r 1 1� Ir. r k -r - �Ii —~- II w - ( ( U CD HnT — `)t F- I,1-..' 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TERMINATE 12- FROM FLOOR AND COVER WITH 1/2 x 1/2 HARDWARE CLOTH. SEE SHEET .4-3 FOR CONTINUATION. J I " 4,41 A , rcx�;1' �.• / ui U 8"o FLUE UP. SEE SHEET M-2 FOR CONTINUATION. EL-Ec��rl' _ _._._. L --Tr--ll `''""""� _.-."'. _. .... ; __ T . r cc _ co ® FD-1 AND WASTE PIPE ONLY REQUIRED FOR ALTERNATE M1 OR ALTERNATE N2. 1 .T w'ci ¢ T� F-� I�Es n l f•',r•1 1 1 �3 COMMON FLUE ONLY ACCEPTABLE WITH FURNACES ON BASE BID SCHEDULE . IF 1' 't' — �'"``- — --L ALTERNATE N] FURNACES USED, SEPARATE PVC FLUE AND COMBUSTION AIR TO f•t lG1' L co ( •-+�t , t IIK-JJ LF� k c.-�- -'j r _ BE ROUTED SAME AS FLUE . 3 •�\ �� 6� DELETED IF ALTERNATE #1 FURNACES ARE USED. KG.1'L1WN AIiZ 01-41' ' + ( - =-"� FILE N0. SEE M-3 FOR CONTINUATION. 1 ( I + .L. . r.►r •a ,` ._ �c-711 t__�_.K�'•_ 1 ..._.,.r... .- ..r SHEET PIR jCT CONTACT: ED CAALME .. - ----- F'L.1•sNt IM I. I► 1f 't:•F , ;I tI r A)_ SECTION ��►�E: ,ITr ' , 000 Gil-41314M 4 SW112TH rI' Eru IE �M 4 v 4'-1 o• + r�� lel -125 1 1;1 ray �PRU.1EIf J NO.: �7-2tig FiLVISIONS o CAKAof•.•t tYtil.ft to w• I - `.., ' r IF THIS DOCUMENT OCUMENi 1S LESS " ( I111I I I 1 III IIII11111 _I_' I_ _111r� 1E( I3LE THAN 7} 1S N(",ATION, 3I4� PRI _ �32 51994 TT IS DUE TO THE QUALITY OF — „ THE ORIGINAL DOCUMENT. — - _ _ __ Liiltl_11IIII iII� uIi iIII IIIi iI�I IIIi illlillll iIIIIIIIi iIIIIIItrillIIIIIII iIIIiIIIi iiIIIIIIi iIIII,IIi illilllli iIIIIIIi iIIIIIiIi ilii ii9ilililli °� uliii�llu� u llilululllu�lii�<<Iwl ijiilidii 1 EQUIPMENT SCHEDULE _- _ PLUMBING FIXTURE_ CONNECTION SCHEDULE _ SYMBOL DESCRIPTION - ELECTRICAL `,YMEF11XTURE CONNECTION SIZE -MANUFACTURER/MODEL FITTINGS REMARKS ccs, w v CW HW ,r, --EXHA(h l FAN ♦ 0,8A? +� F- 1 GAS-FIRED FURNACE 900 CFM AT .3" S. P. 50 MBH INPUT , SEE ELECTRICAL DRAWING FOR t"'( I WATER CLOSET 3 1- 1/2 1/2 AMTRICAN STANDARD CADET OLSONITE NO. 10 CC 55 WITH HOOF CAP L 40 MBH O(JTPUT . ELECTRICAL REQUIREMENTS MODEL NO. 2109.405. SEAT WHITE SPEEDWAY i .s LOOSE KEY ANGLE STOP LENNOX MODEL G 16Q 2-50. AND SUPPLIES. F-2 GAS-FIRED FURNACE 2,000 L f-M AT . 5" S. P. 100 MBH INPUT , -- ------- -- ,)`44 80 MBH OUTPUT. W�� -2 WATER CLOSET 3 1-1/2 1/2 - AMERICAN STANDARD SAME AS WC-1 . - " ` "� - - - - - - - - - EXHAUST FAN LENNOX M(30EL G16 Q5- 100 (HANDICAPPED) CADET MODEL 02108.408. �-MOUNTING BASE __ BIRUSCRE:EN- •- ---------.-- LAG BOLTS 3 SAME AS F-1 EXCEP ' 900 CIM AT . 5" S. P. L l LAVATORY 1 - 1/2 1 - 1/2 1/2 1/2 AMERICAN STANDARD MO-N "LEGEND" MODEL NO. BACKDRAFT DAMPER --- -- (2 ON EACH SIDE) AQUALYN NO. 0476.028. 4200 FAUCET C . P. BRASS F-4 SAME AS F-1 EXCEP', 900 CFM AT .5" S.P. P-TRAP SPEEDWAY LOOSE COUNTERFLASHIN KEY ANGLE STOPS AND E1 - 1 ROOFTOP CXHAUST FAN 450 CFM AT .375" S . P. 1/4 HP SUPPLIES. GREENHECK MOUEL, GB- 10-4 . _ _ -_ ----_ _____ -_ LEVEL-ING CURB CANT STRIP S- : )INK 1- 1/? 1-1/2 1/2 1/2 AMERICAN STANDARD CUSTOM MOEN "LEGEND" MODEL NO. EF -2 CEILING EXHAUST FAN 80 CFM AT . 1" S . P. SEE ELECTRICAL DRAWING FOR LiNE NO. 7025.023. 7300 C.P. BRASS P-TRAP NUTONE MODEL QT-80. ELECTRICAL REQUIREMENTS. i SPEEDWAY LOOSE KEY ANGLE FLASHIN NOTE: STOPS AND SUPPLIES. COORDINATE CURB AND MOUNTING EF-3 SAME AS EF-2. ROOF I NG- WITH GENERAL CONTRACTOR. _ -_._. ----- _-.. ..� _- ___.__-_ _ _ _ _ __._-_ _._..-.-_-..-- . ___ ..- ._ _ .. - -- NG------,, ( I DRINKiuG 1 -1/2 1-1/2 1/2 1/2 HAWS MODEL HC6W. C.P. BRASS P-TRAP SPEED- MOUNT AT FOUNTAIN WAY LOOSE KEY ANGLE HANDICAP - -Y-- ( WATER COOLER) STOP AND SUPPLIES. HEIGHT . ALTERNATE N0. I EQ't.-JIPMENT SCHEDULE W'i - WATER HEATER -- - - -- 3/4 3/4 A.O. SMITH MODEL NO. TWO 5KW DEL-50. HEATING _ SYMBOL EXHAUST FAN M - DESCRIPTION ELECTRICAL ELEMENTS. 1 3 -- - - J.R. SMITH 2005 A WITH NOT TO SCALE S.N. ROOFWD F-1 GAS-FIRED FURNACE WITH PULSE COMBUSTION 900 CFM AT .3" S.P. SEE ELECTRICAL. DRAWINGS FOR FO- 1 FLOOR DRAIN -- - 3580 STRAINER. 40 MBH INPUT, 38 MBH OUTPUT. ELECTRICAL REQUIREMENTS. LENNOX MODEL G14 Q3-40. FU 7 FLOOR DRAIN 3 -- - - - - - - - J.R. SMITH MODEL N0. �. r,.. F-2 GAS-FIRED FURNACE WITH PULSE COMBUSTION 2,OC ' C"A Al . 5" S.P. 2005-A. -- -- - - --ROOF VENT LE MBH INPUT, 4 MBH OUTPUT. Hb- I HOSE BIBB _ -- 3/4 - WOODFORD MODEL NO. 14. AUTOMATIC DRAINING , �� LENNOX MODEL G114 QS-80. -- - - -- NON-FREEZE TYPE WITH cn _ F-3 SAME AS F-1 EXCEPT 900 CFM .5" i VACUUM BkFAKER. -4 SAME AS F-1 EXCEPT 900 CFM AT .5" S.P. - - �-- -- �-- - - - - - - - - .. z _ - ---�� EF- 1 SAME AS BASE BID SCHEDULE. BIRDSCREENz thru of w EF-3 U COUNTERFLASHING---- � Q < F ALTERNATE N0. 2 EQUIPMENT SCHEDULE LEVELING CURE?'-- -- CANT STRIP ® w w SYM80l_ DESCRIPTION ELECTRICAL FLASHING --- NOTE COORDINATE CURB ANO MOUNTING Z jj N WITH GENERAL CON'RACTGR. � m � � Q CC-1 COOLING COIL TO MATCH F- 1 AND CU- 1 2 TON NOMINAL COOLING CAPACITY. SEE ELECTRICAL DRAWINGS FOR ROOFING-- _ n LENNOX MODEL C16. 46FF. ELECTRICAL REQUIREMENTS. \- _ �' N DUCT SI,E AS NOTED • o w � CC-2 COOLING COIL T� ON PLAN.MATCH F-2 AND CU-2 5 TON NOMINAL COOLING CAPACITY. u >i z p LENNOX MODEL C16-51FF. I � Q w > o w m Z K-2-'�OUTSIDE AIR & VENT DETAIL a � CC-3 COOLING COIL TO MATCH F-3 AND CU-3 2 TON NOMINAL CAPACITY. Z M - LENNOX MODEL C16-46FF . a t O M 5 NOT TO SC 4LE S N C'SAVENT m I f[I CC-4 COOLING COIL TO MATCH F-4 AND CU-4. TWO-TON NOMINAL CAPACITY. � Z � z a ; N LENNOX MODEL C16-46PF . OUTDOOR CONDENSING UNIT TO MATCA CC-1 . _ __ ol : 92 LENNOX MODEL HS16-261V. -2 OUTDOOR CONDENSING UNIT TO MATCH CC- 1 . LENNOX MODEL HS16-651V. CU-3 SAME AS CU-1 EXCEPT TO MATCH CC-3 . I CU-4 SAME AS CU-1 EXCEPT TO MATCH CC-4. j DIFFUSER WE" 0%ISTER AND GRILLE SCHEDULE SYMBOL TYPE FACE RAMS STYLE VOLUME FINISH MODtL NO. REMARKS DAMPER 0 f FLOOR SUPPLY _ _ . _ - -- -- -- - - - - - - - HART & COOLLY - GRILLE -- 421 cn 0 SG- I SIDEWALL SUPPLY - -- - --- OPPOSED - -- -- CARNLS 1 GRILLE BLADE RSDAH W ICC C FRG- 1 FLOOR RETURN --- - - - --- - -- -- HART & COOLEY GRILLE 265 D RG-1SIDEWALK RETURN --- - - - -- --- ----- CARNES GRILLE RTAH ui N a CC � CEG- 1 CEILING EXHAUST PERFORATED SURFACE - - -- - CARNES r , V f. GRILLE MOUNT I SPPA 0 i U V Q � Lu S� 2 FILE NO. 11 ,J DATE ---- _ SHE.ET CONTACT: ED CARLISLE 00* am-s"4 M5 14':29 SI+► 112TH 1" ' PII.IF P C N0.' 87 - -214 HE VISIONS OF I I F TH I S DOCUMENT IS LESS -1?f I I I . I I l i I IIII I I 12 I I 3ITT Tr BLE THAN ' HS NOTATION, IIGII III IIII I III i l f I I III III I I III IIII III III Ill I . III I I I j I i l l l l l l l l III IIII IIll 1 1 1 Ili III ' I I I I I I I- IT IS APRIL L 234 -g.w 94 UE 7O THE QUALITY OF - - No ae �< •= , THE ORIGINAL DOCUMENT. 6l 9I L�i 9i 4l 61[ Ei ZI iT i r6 8 I L 9 ITILI fi �£ '11171 ]iYl3pl ILII ILII ILII ILII ILII Ilillllll ILII IIIIIIII► Illi Illll.11lll►Ill Illlllllllllll 11116 ll llllllllllll III ��III ►Illlflllllllllll►�u►I�l I I [[III,, Il Illlllllulil'll � l �llluu�u111111111ill I iiilwi 11241( �i ow ANC104 BOLTS SUPPLIED WITH LUMINAIRE POLE; INSTALL PER MANUF. INSTRUCTIONS. GRD. BUSHING. — SYMBOL SCHEDULE PANEL SCHEDULE � 1'� 1/4' RF -BARS (HORIZ-._-_.___.__ , �}I� I 1 (� CEILING LIGHT FIXTURE WITH OUTLET TfPICAL) ll� GRADE F I N I Sid GHADE. Y4 , K� WALL MOUNTED FIXTURE WITH OUTLET PANEL A VOLTAGE IPANEL FLS -[� M.L.O. LOCATION r. 11 .T ® RECESSED FIXTURE RAIN M. � � . � I ��. I I ; SURFACE A IOC" A -� F. FLUORESCENT FIXTURE 1 X 4 _ --1 600 A �•' I I - I l_U 0 A PHA A FLONDUI T,-- C� FLUORESCENT FIXTURE 2 X 4 I ITEM/LOAD M P M P I 7CONOJIT. ITEM/LOAD _ I i_ A B A B VERT. 3/8' RE-BARS----- -- - '.I I I ' 60' F---- FLUORESCENT STRtPLiGHT -- -- ' 12-1/2• CTR. 20' DIA. ' I I C F-® EXIT LIGHT WITH DIRECTIONAL ARROWS '� � 75o I�,�,, � -� .. - --- ___ ._.�___ __-- _ ------ __---- _ K t I �- CAST CONCRETE BASE------- I_ _ 'I j -- SINGLE POLE SWITCH -}- 120, I'%r � - THREE WAY SWITCH 31 -1' I� _:1 1 _ 1�t J. p SWITCH WITH A PILOT LIGHT t-Y TE M; DUPLEX RECEPTACLES 24' ROUND _4 •,r�. - DOUBLE DUPLEX RECEPTACLES _ W FLUSH FLOOR RECEPTACLESLA �y..� -� 2 AREA LUMINAIRE BASE CO —. NO SCALE ® SPECIAL PURPOSE OUTLET AS NOTED TELEPHONE OUTLET IN WALL � � a PHASE A Q JUNCTION BOX WITH BLANK COVER _ PHASE B TOTAL WATTS TOTAL AIDS I I = w I I Ir'o a X50 ,� '700 _ � A,M� i I - I u 8 FIRE ALARM BELL LEGEkD -�- E I z 1Mf4(S: I I I I I '�� I - © FIRE ALARM PULL STATION L LIGHTS HLO HANDLE LOCK ON I ___ i z w R RECEPTACLES GFI GROUND FAULT - -- -- — < sS SHUNT TRIP INTERRUPTOR � u SMOKE DETECTOR I PHOTO ELECTRIC CELL I f I I < PANEL 1 IJ T� TIME CLOCK PANEL B VOLTAM LOCATION FLUSH ❑ M.L.O. � ' � � I Y w r F. w 170 �4a MAIN 9F1(A. � � ,.K`.. .. i � � - 3:QJ UTILITY METER SURFACE [A ` 1 - I � DISCONNECT SWITCH WITH DUAL FUSES, AS RE'JUIREO. TE'.-E:P�nNF T�KMI P.i_ ._, t R11►.i I UrIDE � KG,l�UN I M P PHASE P1*J A C j E��o�i G I mor-1 T t�ox To Pp,NEt A FoR . MANUAL MOTOR STARTER ITEM/LOAD A B A g M P ITEMAOA0 j �- -i ' F�1n� I til KovI�F ��-�.wl m ►- 5 G P P .� J Z O ® MAGNETIC MOTOR STARTER - ' I -� - -- — --- — — —" ---n z / U I 0 �I4 w 0 \ / 0 N .�! MOTOR CONNEC 'ON F..a 144 d,141 ,, I u 2 0 Q Z MAIN PIS-rRICIUTION / ` ROV CE Ah,C IN'7TALL 1 -4 PV< C C ni rc K H -ra1z 000 `1 Z4 �0 - ;' �- -^^^' FLEXIBLE CONNECTION TO EQUIPMENT � TOR TEI-EP iCI�1� S�>zVl<E. !I� ® 0 A�-\L� ATE-F I I vvov 711 EQUIPMIrNT �. ---� CONDUIT ELLER UP - ,F'�.R u _Q E i A-15I� J I TEg►�INATE EA<H END qS D1K> ;TED ® Z r' z _ - ., q METcR BASE P, I 'r SEN:=FAQ TELEPHONE, "� Z u t $ N I 0 . — __--� I 0 oc NDUIT ELLED DOWN — -- BRANCH CIRCUIT CONCEALED IN WALLS OR CEILING phi>VIC'F,- ANP I TALL 1 -'31' PV: ______ —_fixIS lh!4► f?G-� -- - - BRANCH CIRCUIT CONCEALED UNDER FLOOR OR FINISHED FK(�M METER 6A-*_ TO PROPERTY GA^DE. E ���� - -- --~ c�-�N plp , rvATE• E�A�ht eN2 A5 1. , j ,^IRE ' EG g e P01?TL_AND vENERAL,' TELEPHONE TERMINAL BOARD +✓L E" r I' f I I ZTN AV F NUE• ® EQUIPMENT CABINET AS NOTED BRANCH CIIRCUIT PANELBOARD _ { r PHASE A PHASE B TOTAL NATTS TOTAL AMPS ` ® MAIN DISTRIBUTION PANEL ►a b ly �:� 37, FE� AMA�, LEGEND RE MAKS: L LIGHTS HLO HANDLE LOCK ON FIXTURE SCHEDULE S SHUNT TWOW TRIPS GFI I FAULT ERRUPTOR TYPE "A": 1-200 WATT 1'ICANDESCENT SURFACE MOUNTED, COMPLETE �� _ WITH A PENDANT MOUNT 14" OPAL SPHERE WITH A-23 LAMP. � C W CO /CSP 29/89. 3- 5aQ ML M GU w Z It TYPE "6". RECESSED INCANDESCENT FIXTURE KITH 100 MATT LAMP, IN 3"C' ; j'_ L11�� � SITE PLAN -" E �.,EC��R��,�,�gl,,. w � SPECULAR GOLD ALZ4K CONE. WHITE TRIM RING. T`rl.- MAI►4 `_ E�C�Ic E � a V MARCO /MX7-52. - / -2 TYPE "C": SURFACE MOUNTED EXTERIOR FIXTURE W j EbA�L�, -+ER'VI�E. RA�EP �� 0'-0' WITH 7c�FFIGIENT FA.,LT U WITH TWO 13 WATT 32O A►�11= 2.40 VOLT � CI�R?ENT KAT;N; :l A5 � a PL LAMPS. PRISMATIC POLYCARBONATE DIFFUSER. C,IVEN IFY PG E. w ACME DUNBAR 11401/404 2-13P1 LP. 1 I Ll�µrlrttCON TAGT,�)R/ F�F_GTFci�.�•��Y -- P4cTocF!-L- MOI,It�lT� O►4 f<00 '= ,7N ` K'r c:C y-y,, 1 tJ F G' ' ! iUOA 2r' N 211 CI, � CaRi� F+QLD , 120V LOIL ?�F'-n2OA- =:,QJ +Rff D SU�y�'ANTIA!- MANN tC �N� �At.0 N�rr.T1� w z: TYPE 'D": WALL MOUNTED INCANDESCENT STRIP WITH SIX-M BULBS, M ST K �'` T NKK ! , R v ,, PR„v tr' L 25 WATTS EACH, 36" LONG CHROME. MOUNT ABOVE BATHROOM F'G.�E kF_c jlUlti�MEUT�; I { — +� 303 E �5 R P ED EQ AL. MIRROR. I ` i ,n zooA2LL PROGRESS P-3299-15. �_____ � _ 1 TYPE "E": INCANDESCENT UNIVERSAL EXIT LIGHT FOR WALL, END AND �; , � PANEL hANz ZEL � Q V CEILING MOUNTING. A CODiSTANTI_Y CHARGING BATTERY I PACK FOR OVER 90 MINUTES OF EMERGENCY LIGHTING, 120V. ro F p SPHC --- �� - p, cr -- NEMA EN(L05,, RE ,.J � WITH NINuEr G'�.�VR Y WITH TWO LOW/T6-1/2 LAMPS. I _ O f__77� MARCO X2501G.a " ' SURFACE MOUNTED FLUOR —._ SOA 5 PA c.E - a- z i -p---- -- TYPE. FLUORESCENT FIXTURE, WITH TWO - ��_ kLA1�K1111"1 FL.Oou L.IG-44T• LAMP F40/WW. ACRYLIC PRISMATIC DIFFUSER 120V. LLa �.. to � LITHOIHIA LB-240A. �IN 21/2 11L . vWW TYPE "G": 4' SURFACE MOUNTED FLUORESCENT FIXTURE, WITH FOUR LAMP F40/WW. ACRYLIC PRISMATIC DIFFUSER, 120V. :OPE{ GRC ND R WO- 1201.E. MANURE. cwF_RI?I 5W1 r<_H �, LITHONIA L8-440A. " �� � 't:: � NE< �1I�T1<L� z5� i ' TYPE H PORCELAIN KEYLESS FIXTURE WITH 60 WATT LAMP. TI` �oNUU17 �-- IJ Ft, `U, <LA(r� 1 EXTER1013 BUILDING LKIACONTROL.!ROtJNp Roc IN FILE NO. TYPE "J"_: I-400 WATT HIPS, POLE MOUNTED LUMINAIRE. WEATHER (1fJVEFZL-,KDUIJI,� W;�'r 06, FQp'T'iNG. NO SCALE PROOF, FULLY GASKETED, 120 VOLT. HI-TEK NKAA 400 PI I�L VYIR� I� r �(P j' MSP12. MOUNTED ON NS32-5630 POLES, 30 *— /����H ; fy, N(.�V. 13'7 FT. STRAIGHT 5" SQUARE POLE, FINISHED DARK BRONZE � � P� 'yr AND FURNISHED WITH BOLT COVER. PROVIDE CONCRETE _ 105 DATE BASE AS PER MANUFACTURER'S RECOMMENDATION. 3 POWER DISTRIBUTION ONE-LINE DIAGRAM � ��� -�►�+�'�� -.�--_ -._.-� SHEET w OseFvy TYPE "K" : 1-150 MATT PAR-38 INCANDESCENT 120 VOLT, FLOOD LIGHT . ^4 CAST ALUMINUM, SWIVEL, PORCELAIN BASE, GASKETED, `r. I� �a ' C011111��T. HAW pIARILEEN SURFACE MOUNTED. VERIFY LOCATION AND DIRECTION 120/240 %/OLT9,SIN(3LE PNASE,TIiREE WIRE ---- ! '.d nGG►,AS 10 `'` --•6394 „! WITH 220ARCORE �*j 0451 T. 102"7/�7t19 �, I KIM 4220 OR APPROVED EQUAL. 1 2T'IA A 1E(II IE PROJECT NO.: ?I OF ''A c..c wN• r. .u.n. ,.c o REVISIONS OF IF THIS DOCUMENT IS DESS F 711 1III�,III 1III 1111111 IIII 1`I 1 --I � 1 ITjrr 1rIl Sl_I�1'II1 I1(1 _ .. — Jill Gl ki APRIL 23 —. 1111994 IT IS DUE TO QUALITY OLEGTBLE THAN THIS NOTATION � � 47 L No,36 ' _a.._ THE ORIGINAL DOCUMENT. — If IIooI��IIEIII_I�I_IIIZIIII111181111111111IiZ � IZ OZ II li111111IIII4II_I__I111,11 IIIII_�II£� iZlZ LZlllll9ll-1Z1111Z ► I T ,i9TI �IIIII� IbIIi1111*11FIII�llcll J ull u , fill 1111111111 Wll� uI1111111LL1ll11111� ulll�llllll 11l 111 III I I I I I I I I I Ir I I I CU_ICU-c ( CU-: CU-4® WP Fri F 41 1 6• 6 G ,� I ,10 �' L+ ,G, f _ _- 'r� -- - _T r . - - , (Do - ,A ,A I � ,. ._._ ..� - - - -- - - ____- - �� I Ifs I,,. • ,1 �.-` ID 7f z ij 16, } , 9CLI, 9 16. ✓ c _ W �O K �o1zt.��NarFc E�ch�-r 12 - -8Y P,45� Ire►+�� L04-1snotJ �I�d R,�1a rT� - b s - j z t� LA FOR L,04AT1cn1J of hTME ---- �' , ` u E F , I 1 I 1 I - 1 t.w .. ALA• .. ,r ti+t� �., �y��c"�A �. r� ' ► a d _1 e - 1 1 F 0 El Y t s 1� OL EMS Z S 6, a W - i \ st +► - , 0 e C4 I 6 8• I F y� ,--- -�---•per----- t� � �.w .w�. �,a AA-R"J•/• �`" , - F-�� '� `„ ti`��.•�..-. .� �-�J. 0-7`, / - f a �1{i •f�^t1.� ,��„ 1 *i n rz V �.•�`�I\ 1 L I .. A 41 rL lei AkLr_ ..,,...y y l...i. �.-.-_ ?"-'7'- ".1 �---...+..+..._..° -^..f t,,,,.�•.�.. _.. -.�_ .._.J`.� -) M.1 rer+wl,,,,,,,y+ ye .«« .._.,,. �.• ► i t_ M A I P.I t F�,1„_F_F140N E k C _ NATESHEET: S THIS SHE �1 ELECTRICAL MATER HEATER, 10 KW, 240 VOLT, SINGLE PHASE. CONTRACTOR. LOCATION AfdA CONNECTION WITH MECHANICAL _ �2 1„/0. MP EF-1. ROOF MOUNTED, 120 VOLT, SINGLE PHASE TIME CLOCA CCWTROLLED BY MECHANICAL. COORDINATE EXACT LOCATION :AND CONNECTION WITH MECHANICAL 6MTRACTOR. t� FXNAUST FANS 2 AND 3. CEILING MOUNTED, 120 VOLT, 0.5 AMPS Lu EACH. CONTROLLED WITH LIGHT SNITCH. COORDINATE CONNECTION awl WITH MECHANICAL CONTRACTOR. S 4� ELECTRICAL DRINKING FOUNTAIN, 120 VOLT RECEPTACLE. Z COWINATE EXACT LOCATION PRIOR TO ROUGH-IN. U. Z 1 I1tt�I �P'LOOR PLAN -�� ELECTI � -ter - 5 GAS-FIRED FURNACE F-1, F-2, F-3 AND F-4, 120 VOLT 12 AMP � • _ EACH. COORDINATE CONNECTION AND LOCATION WITH MECHANICAL 2 BAI;� II�EIVT FLOOR FLAN - ELE CONTRACTOR. EXTEND 3-010 IN 3/4"C. TO BRANCH PANEL. 1J4'- • -� - - - __ wa.-t-0• �- ® OUTDOOR CONDENSING UNITS CU-•1, CU-3 AND CU-4, 17/7 AMPS, 240 VOLT, SINGLE PHASE. PROVIDE 30 AMP FUSED DISCONNECT ELECTRICAL ALTERNME , NO, 1 SWITCH. COORDINATE CONNECTION AND LOCATION WITH MECHANICAL PROVIDE ADDITIVE ALTERNATE PRICE FOR CONNECTION OF CONDENSING CONTRACTOR. EXTEND 3-06 IN I'C. TO BRANCH PANEL. UNITS CU-1, CU-2, CU-3, AND CU-4. N Q �7 OUTDOOR CONDENSING UNIT CU-2, 36.2 MCA, 240 VOLT. SINGLE PHASE. PROVIDE 50 AMP FUSED DISCONNECT SWITCH. COORDINATE EXACT CONNECTION AND LQCATION WITH MECHANICAL . ® SWITCH CENTER TWO LAMPS WITH THREE-WAY SWITCHES. OUTER LAMPS TO BE CONTROLLED FROM ONE LOCATION AT STAIR ENTRY. �9 MOUNT ABOVE MIRROR CENTERED ON SINK DRAIN. .� , FILE NO. �\ 10 PROVIDE AND INSTALL 120V. 1500W. FOkCED AIR WALL Et� PRS NEATER. HEATER SHALL MOUNT IN STUD WALL IN RECESSED 9�b5 MOUNTING CONFIGURATION. CADET "REGISTER” 2A-151 OR r DATE APPROVED SUBSTITUTE. -.� pt 1414 SHEET 1�1 PROYII'E ANI? INSTALL LINE VOLTAGE THERMOSTAT FOR WALL t _ HEATER CONTROL. CADET C411, OR APPROVED SUBSTITUTE. ;� s�Pi► CONTACT: NAw BARLEEN GIAs ti ,�,� , „•, b2387/87219 1.4"525 Su 112TIA A EHIIE " 2 PROJECT NQ.' 0 LiE-�JI�ICINS _.r.v...-. 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