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0141 STEVENS STREET - PLANS (2)
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O uj OF PAULOl H. , c SlA ' 7- _ v RYII —�� _ E�L } �' SQ ��/' - '`�``�`�C�1�N �. r' 1 Q w "� `� ,o No 32448 I i►!rpE � , ` 0 OT l — a ui 0-7 uj Ot Z Lu r1 Y 3? — -i Ne uj CA TCrf �ASIN � RIM = 37. 06 sl IL r J�v O �` (j O 1Vj �� \ , Q . 1 j ate, 'Gr z t Jti tj QNj _ Q �vM 37.E , � mac+ •-- � / 1e -OO " _.. _ Je I VQ r �r , Cy SHED E _ l_ r h J2O. 00 BO. OU t -� r _ uj f y- w 0EBRa pflGiy + • // S 79`_19 ,`0O`'"'- f Ic- 00 or•Q w - ___ Lu t) 00 low ---_ J 371 34 � - w• •- +r Opt//�/jUiY! 1 ! ' i L BST p h! 4NO , a . UTILITY POL F �'�T,gIC��`y alp r o = SIGN r -b• ,�YDRW NT • EXIS)1'"NG CONDITIONS PLAN - a u' PREPARED FOR as = ca rc,=� BASIN EDf✓ARD L ESI_ IE j VA VL E;/Sf/UTOFF SCAL E 1 " = 20 ' JUL Y 1, 1991 °- .�-A 6L E SLIRVE'.ING AND ENGINEERING, INC. Q . 4 . �ocEN FtNCE �+► 40 44.1 ROUTE 130 a SANDWICH, MA � • � `"'�"-" '`r- "- _ �✓IRE f E','�::: f'ROFCT NUMBER 89--057 o � w_ L1 / i 3 4" —) �QCA.1'1 rIN -- ��A'rte F�T�GM ! Dlan►eter LMal DescrJpt ion,PARCELS F&G: 1,0' 13609i'; "POSE:Y" LU'I':DEED BOOK 4191 , 1'AGL 262 � _ +� ted �• 72" nIA. h11CAMi ' �v¢^ � �� (Qnning board Subdivision Numberr N/A - " - - ''j ,,� A39vasor ' s Map and Parcel Numberr MAP 3091 I,OT 237 1 �t �T �- -� ' : Diameter 1 Or Property Addre:ssr 112 BASSETT LANE, HYANNIS .5 G �_ Frame & grate 1 -- Top Elvv/Hun u Sr�VFNS STREET 25• p7 12" DIA t c v�.ie 2a" nIA 2 coin ,�►+., -___ _ y ELLIOTT puB�-I�� KNOC► OUr � vet d���( - '"` bkv- c, - , , >v�rY _ _ UUUV ___ W t: _f' PROPERTY APPLICANT %::r• Y - - y 226 MAIN STRF.E'1' _ _ _ Hamer SAME: FORME . KITE \ e.�� / �.1._, Adjust to grade rde with -- - N.arr►er_ EDWARD LESLIE_ _ (54' 00 a•Q. �r b�lck b others Address r v - Address r CENTERVILLE 1,1A 02632 �TEVENSSTRE 12" Q Phoney- 790-0700 r NEKV _ t J / — 6 00 AA I Phoney 1'Of 4'cone t_•Nt.I NEER ACENT( in serest owner or applicant) Z �; --- flat top avaAabla. N.rMG r EA7r_I,E SURVEYING & ENGINEERING INC'. Hamer k:AGi.E+ r •______. +•- Op riddress. 441 ROOTS 130 AJJress. Q 0 4 J4, -- _ SANDWICH, MA 02561 � b UJI 0" Tkwltl- -- - — 1 hone --- -r— Optional canhned 888-0559 , 0-ringAST M 361 Q V a +- � 1 , 2', 3'or 4' riser O - -- __ - - --- -. Q •Q ,a :.action available. . ,r. _ _ _ _ _ _ _ _ � th - Tapurt.d D nlflq t.yual to Also 0.5'section pe cc � ,..t...." available . w F ik e� 32 . 5O _ __ - L_ U7!(,!TI k r .Z .p cscia pipe O.D. plus )Ti,YA-•E 1 AN � I LONIN(. "GASSIFI `ON( V) r- nl 5 O� .Q• -� v '; ;,Vi:.�iC,_ ,!_ p _ r c1i57/Nti 0 1'nOPilatD sewer Dlstrlctr U-13 Q uj ,o J4 /, Nualber: Hur,ber: ( X Flood Hazardr ZONE C tT .i•.� I� `''� * � ' �: f'rlvata Groundwater Overlrryt All Q W ac �+ 00 - Above (-rounds _ AD��ve bromij: _ Fire Ulrtrlct! IIYANNIS � � 0 t4 6° PUMP ��� j --- - —_ 01 CHAMBER A M� B E R 'fable -"" j I e + i:i. ryrotnld: Un1leryround: Qatar: GUT l4jjA; 37094 sq, tt. 3'. 4 or 4.5' base anteutt: coutentsr Yubllc_X_ i l T' ✓�' -- t rl Section available f - ---- frlvate: _ NUMBER OF BUILDINGS JJ _ fire f'r-otec--t10n: 9 I / P g1t�1:1"L O %oi"i_ " ! � F,t.� •.,. X ExistJn r 1 ~ U O soh .?p Mu.. Specifications: t__ __� __- _- _ J . _- ! ,un1p _. _..-- - -- __-- rAni tN • �YA1L t.� Clikli y;t�57 Proposed1 1 I+I .aquir,0 4�' CzIstafly:2 ElaL•trlcal, DemtilltJonr 1 'W Q a A D „ V ►- r', ov, 1r'.1: +��_ Proposed: 1 _ Arlal: � � t Concr.ele ylrength 5,000 PSI La 28 days. - "-' -- - y-- x TOTAL FLOG ANJ;A (1 n 3q.f t.) ' W I � 2. Cement: Portland Typo 11 porASTM C1 "G( � G'om�c .. - L _ _ _ _ _ _ _ Y n, !il to:`.�� _ To Clos.r. 1 Under r•otind. 50-t31. � - ��. ri Slre: 0..— Total:__� bass - _ ---- ,- 3. Steel reinforcement perrASTM A 615. Grade 60. " -- -- '" Natural: X !tl1 Resldant r s �/ � Officer S --- - � � 4 Design loading ptDr AASFiO HS-20. in �ilyT!IA/ 1 j1�7: Ives).._ (uo)x Propil,e:_ medical Office. r L~C) i _ commercial, 8 0* 0 (-,. 4• C•• b,.r,,, ,N fAr.EA ��F Ct�17/CAC E�r:�iNMEhTAL (specify use) � Z g5 7 Diameter e'?N<_4.ti�.'!•E•A I_ (vas) _ (rw)� 1�Tn: nJ:.A�Sli7.P _ WAole3ale z ._ rK0jf.iT UIT11fN 100' I:,F WETLAND RC$QV�Cf ARCH. (yas)! (no)_X In3titutlonalr > SLPARATE 2'OIStH PIPE CAN " - " 4' - 1 U' - "'-1 - Indus t r i al r '�•1 SPLIT RUHBEH BE RUN FROM H PUMP If DESIRED , to _j PUMP CORO SEAL ®USING � (Jla(Tl@Itr ' � W «G m • OVERRIDE CONTROL # CORD LENGTH TO SUIT ( (G 4- PUMP Basin PUMP 2 • - - - -• - - - , Z` ENT sP I r + fSa�''►5 � N 0 Y FG . t-'���.L,,..t.,:.'1 G�':J 1 �'1��� -_`— u w r+ O 1= - 1111 - ( ){ ++O Lt>l"CS -i'A ►..0 l�. �.,'f't 1 lJ L., , (n 0 . ~r _ -• #"r v1,/.A"�>E.-r'_..-'C'� Specifications: t 1 Concrete strength 4,OJ0 F';,I i;u 28 da �. � V` Y a• - ca��. 2 CWnoni Portland Type 11 purASTM C150-di o ' 3 Steel reinloming W ASTM A 615, Gr.itler 6G PUMP t " � LEVEL CONTROL �\ �'TEE .•. 4 Design►oadlrxJ per AASNIU HS 10. -- ------ j FLC OPERATING AND DLGTHALTERNATING 5. Joints Sealed with confined O-ring or tft,syl a.pl,,,11 ce,nw+t. 1 + o LEVEL CUNTR(JL CORD LENGTH TO SUIT q ,� B �� "�r,t'. ALARM a CONTROLS INSTALLS THROUGH SUMP I - ' WHO COVER 1 1. 1 5• STEEL BASIN COVER EPDXY ! 'to ie Q COATED, SEALED TO BASIN STEEL P1IMP COVERWITH CAULKING COMPOUND SEALS WITH HUUBE:R GAShE( N 1 • I a L t.Ai•�t , • w • . o i \ r� NEMA i DUPLEX CCINT BOX PRcLgS� .� o Q SINGLE OR THREE PHASE Tv MQ � j v✓ �-" - t I I l. ' b -' i I - _ :.- �� i In15rD@ B�3tLL'I►.I�;� �.3-•� ALIDvrZ� T� F31 p6, • Y VENT Pii'E i I D��l�N �L14;z-1� T � t. L•(-• ,/ r, r d �ti► F(S C�. ►�1 , �,, 40 >.Jw-R C) MA,X 1 MJt^r1 � ' ,•J�/i- � � ''/ N 2 INCH BATE VALVE i1 .-�� �/' E', L J � i� 2� W CFk(,'bT F' O`S1.0 11�► ., LQ.YELPv W pr. ' • 10 .," Pomp PIPING L'� �: iC.t.t�•�.•. TA1.3 /� �I 0��Y� l tvtL �{[j_ � GC) DI D115CkiAN" PIPE Iv,•cONDUiT OUSHiNG _ _ FG rcGR. I►J _ _ _—._- _ _ _._.._-- _ E J 4� 0 , ' �' 1'i,'CONDUIT �. - I. _ CU �ORTVI _.__. a< �/ r p` '"' 1JJ \ 6't FRB T /�� 1'-• Z ram► \^ CV 200 CHECK VALVE • tljo i E I :Net` E."� W r/1-p� IJ� �( /c1�'r ( i t, ` �' � ,�//�t , _ '(+yt,+� --...mow.. ..._•-- - - ` r LL T fE , tlNi'A P - COO P.� I. Q E� - � : - +�fpr� _ _ � -• . - - U A STR ;IGT?i 5, _ ORCEMENT - -- -/----- - - - � � `__ . • � cINF ASTnrI ;.-ti t S-79, GRADE . . � �' Q a►�G� r,J, t .lip . LOADING - AASHTO H320-44 LQCU S (1/ A P, Tcar t.,-r LAG PUMP .:.C,i 1L S L Pl r 0 ,� Q Q. p` t- �-- 01- — --17* a �T`(4) -� LEVEL CONDiOL 3L,0G $e6w .� CJ �11 -(r RING SEAL INLET ' ' . i''� CA L E I On ' � FLANGE FOR 1'$'O.D. � _....� i '• � LEAD PUMP PLASTIC PIPE ' LEVEL CONTROL �- 1 � , -. •� IOU 0 100 200 a00 f[[T t.tJ00KOU-r ALARM CONTROL /VLCA '�G0� / -----�- -i ,-----1�----------t O Q Q f C.A$T LA1 F'L V1L.G - tt fAVI �� x'DIA . �' atLP s C>WC-V.i✓TL` V I 1 1 FIBERGLASS BASIN • •}" t'N1G1C MI M L`�� I +1 1 WHR WASTE HANDLING •_ S Cd ��(� CN GG rf / I PUMP '/, 'h OR 1 HP x�S�I`'�' ': - c " c��:Av L ,�a r•v�«�G �' t, _ - dew / 6" I PUMP CHAMBER _ �y ��CC____ s■ err � t7l G fV r.o. ray .. ■ 1 1 j 3 1Ge saw .w.. .. in >VA I ytN Of'Itll',. RNorlefli - ^I_ L, S � �u�� rt; i. T-w 7 F' Ur`�V .Li c U t YCE L` `.�9 Nti't25 'T>< r.r ..� PAUL �r'�( �• I7 v MICHNIEWiCZ a Na , , rpG 1' `, r N - y, � ( — - 0Y Nu.30420 to p p h L/ w N - 5 !;w A G.E. 1P U M''P S , i0 Lam'"" : `" -1t k=.SI pF CIVIL p � �.. ( QO - _ - 'Z PUwiPS� t:o►.aTR.t�LG it P 1 T'rI1uG:, A 1Ub ALL �� fir'• '� e"� �.. �. ... w +' assoN % � uVj am AM Gb 1�9 L 3 A tU Ge. W 1"C>� t`I,G� N I„)�AC.'-t'U K.G��'<� ¢;•,. W p�o �as�o KL3RCF rV,� , t, ,� D�`TAIL SHEET 3. U �1Gtti FLov�/ �+20 caFrD --�a'. ! INCH - 40 FEET40 40 810 / -. r+ r k -;1 n PREPARED FOR 8323 5� nLDC11 C� � �PQ�►oQ 5�. __ . -� .. „ � �� - �- �- � , N, EDWAPD L ESL IE Q � _;aching Dry Well NO SCALE JUL V 1, 1991 ' /z EAGLE SUP U_EYING AND ENGINEFPI LNG INK-,' V. . r i -� - :�iticutions: _ 441 ROUTE 130, SANDWICH, MA 2 '' ;.+, ►,►v G r y �,, '.crvw. strength s,po 1 Psi A 213 days PROJECT NUMBER B9-D57 ,,, ti ► Ir►cinr f'onla Type U ;iris ASTM C 1 so a 1. t� ul ruintofcement per ASTMA-615 Grad13 60 _,gsrgn loaduV per AASHO Ho 20 0 le toot e1 heigt,t -313 ,.aligns. L i i'-o`w,ar 'mot•-�f'' . _ C.G►r.1G P.L:Tt;.�tC f�/4v E t<�� -;At-JP '�4z.1►b __:_ GENERAL NOTES sod Motes � ` �'" � (" The Cnntraeter shall he rc%l"ihlt for suprilyinj any additional topsoil Topsoil shall not be delivered or worked in a frozen or mudch•condition r - -=-- �?SE CONTRACTOR SHALL FURNISH AND PLANT ALL PLANTS S}IOWN ON THE DRAWINGS. needed and hAuling it to the site. It shall be obtained from nahualry well- GBK o _ ji drained areas. 1t shall not he excessively acid or alkaline nor contain toxic Topsoil shall be placed and spread m-er approved areas to a depth sufficiently substances which may he harmful to plant gnnvah. Topsoil shall he without greater than 6"in"loam and seed"lawn areas and 15'in plant bed areas so that — - - --ALL PLANTS SHALL BE NURSERY GROWN. adrt►irrturc of saluoil and stall he cleaned and free from clay lumps,stones, after natural settlement and light rolling,the completed work will conform to �--t„QAVGL �1t� ' Stun rxfqn-tti s orsimilar substances tine inch of more in diameter,debris,or the lines,grades,and elevations indicated. AVSL.ALL PLANTS SHALL BE IN ACCORDANCE WITH AMERICAN STANDARD FOR NURSERY STOCK, other aswhich might he a hindrance to planting olxrations. Furnish all LATEST EDITION. topsoilredto complete the work. Materials removed shall he disposed of After to soil has been spread in approved areas,it shall i e carefully prepared by the actor. by scarf sing or hatrnwirtg and stones over one inch in diameter shall he ALL PLANTS SHALL BE HARDY UNDER CLIMATIC CONDITIONS SIMILAR TO THOSE IN THE All fertilizer shall he a eornmetcial balanced, 10-64 fertilizer delivered to the rcrttovefrom the topsail. it she!!be free of smaller atones in excessive Seet�on l •�=I -cam LOCALITY OF THE PROJECT. site in bags labeled with the manufacturer's guaranteed analysis. quamities,as dctermir+td by the Architect. _.�_—Commercial fertilizer shall six a complete fertilizer in which 50.70 percent of 'Ilre w hole surface shall then he rolled with a-roller wai:h weighs rent more than SATURN CIRCLE ALL PLANTS SHALL BE TYPICAL OF THEIR SPECIES OR VARIETY AND SHALL HAVE A the nitrogenous elements shall he derived from organic sources;Phosphate shall 100 prxttids per ftxit of width. INiring the rolling,all ticincssions caused by I NORMAL HABIT OF GROWTH. THEY SHALL BE SOUND, HEALTHY AND VIGOROUS, WELL be derived from superphosphate containing 16.20 percent phosphoric acid or scukmutt of rolling shall he filled with additional ttr{{is,ol,and the surface shall BALANCED AND DENSELY FOLIATED WHEN IN LEAF. THEY SHALL BE FREE OF DISEASE AND ix3nemeal containing 5.30 percent phosphoric acid acid 2.3 percent nitrogen; be regraded aril rolled until presenting a smooch arid even finish to the required INSECT PESTS, EGGS OR LARYAE. THEY SHALL HAVE HEALTHY, WELL-DEVELOPED ROOT and potash shall tic corgani from to sub c to ixuash containing SS-!>(1 percent After. SYSTEMS. potash. 12-4.8 50 to organic rt:ry six:substituted. 11 U 00 Alter the dices to he sadttctl have been brought to the p:ruics spree+firs!.spread Fertilizer shall be mixed,as specified,and delivered to the site in standard, limestone at a rats of 50 pounJs per 1,0f1(1 square feet. c00 at SUBSTITUTIONS: WHEN PLANTS OF A SPECIFIED KIND OR SIZE ARE NOT AVAILABLE unopened containers showingweight,guaranteed analysis,and name of WITHIN A REASONABLE DISTANCE, SUBSTITUTIONS MAY BE MADE UPON REQUEST BY THE manufacturer. A q the 10-6 4 fertilizer at a rate of 15pouiW%,per lJO)sruarc fret. 0 , p O 1% aghly and evenly incorporate fertilizer and lime with tide soil to a depth of In 0 O CONTRACTOR, IF APPROVED BY THE OWNER OR HIS REPRESENTATIVE. Seed Mix Proportions by Weight 3'bydiming or other approved method. In areas inacces5ibic to ix,w W cr equipmem.use hand ttxg%. Adjacent to trees and shtuNk.ust hand ts,,,}<to M- MEASUREMENT: DIMENSIONS OF TREES AND SHRUBS SHALL CONFORM TO THE AMERICAN by_weiehi SS-1w ,k.r rity '• Qj;;rminaLi'll amid disturbances of the routs. Q STAND % Baron Bluegrass ' 90% 75%STANDARD FOR NURSERY STOCK, LATEST EDITION. ^ Sod sliall lic harvested,delivered and trinsi11lanteA within a period of+h 20�in Flyking Bluegrass 85gn 7S°lr hours unless a suitable preservation rttettiod is approved prior to&!Kcty SIZE: ALL PLANTS SHALL CONFORM TO THE MEASUREMENTS SPECIFIED ON THE PLANT 40°h lllahccRedfescue 98�Jo 90% - �-sue V 53o Annual Rycggrays 98°re 909E vxi not transplanted within this period sliall be inscated and approved hY _ O QUALIFICATION SCHEDULE UNLESS AUTHORIZED IN WRITING BY THE OWNER OR HIS 15�i'r Annual Rytan r: ass Ityc 98% 90% the Architect prior to its installation. _ REPRESENTATIVE. Sod shall not he harvested or transplamed when rnnnwrc contrnt(c,cessivety Weed seed content shall not exceed 0.25%. Wet,moldy,or otherwise damaged dry'or wet)may adversely affect its survival. to N in 10 i— •O CONTAINER GROWN STOCK SHALL HAVE BEEN GROWN IN A CONTAINER LONG ENOUGH FOR THE red will be rejected. - V ROOT SYSTEM TO HAVE DEVELOPED SUFFICIENTLY TO HOLD ITS SOIL TOGETHER FIRM AND Moistening Soil (?tiring periods of higher than optimal tom{rcraturc /� The Contractor shall do whatever grading is necessary to bring the suhgrade to for species being specified and after all uneveness in the soil surface has -- WHOLE. NO PLANTS SHALL 8E LOOSE 1N THE CONTAINER. a true,smooth slope,,Parallel and 6"below finished fade,for all seed l,ed been corrected,the soil shall he lightly moistened immediately prior to / �E�1��`- { � 0 W N pe g \ _ - J ` F>CLt✓10Y¢ Sri wrr�Tl Nip Ity�ANt�S" 0 areas. Remcx•c all existing lawns and grassts,including roots. I*ng sod. r- AN� TGH Fv �1 h4A -7,v M-- N OWNER OR HIS REPRESENTATIVE SHALL BE NOTIFIED PRIOR TO BEGINNING PLANTING STREET _ _. _ 1 _ 01 OPERATIONS, There must be sufficient grade staked,as determined by the Architect,to insure Starter Strip: The firs+ row of sod shall he laid in a straight tine with STEV ENS \`y^� — -- N�P''TG+ l ^� T f�►V, JGI correct line and grade of subgrade and of finished grade. subsequent rows placed parallel to and tightly against each other. Iaura! PLANTS WITH BROKEN CONTAINERS OR EXCESSIVE DAMAGE TO THE CRCriIMt SNAIL BE ints shall be staggered to promote more uniform growth and sircrigth. y t, � ��• � REPLACED PRIOR TO PLANTING. immediately prior to being crn�crcd with topsoil,the top 3'of the sub¢radc ciao Care shall he exercised to ensure that sod is trot stretched or overlapped It P�� �'t'r�/ � � be raked or otherwise loosened and shalt be free of stones,rock,and other and that all ioints arc butted tight in order to prevent voids Which would ` II ��� ~ v 0 .... _ \ Z w tY O t r r foreign material 2"or greater in dimensions. watering and Rolling- Water sod immediately after transplanting M • _•- -„Rr.. - W � ALL TREES SHALL BE STAKED AND GUYED ACCORDING TO ACCEPTED INDUSTRY PRACT. B n8 "`'- -""-- Q 0C prevent excessive drying during progress of work.. As sodding is j __ t_ tt^^ r- V " tome 'ettd in a one section,the entire area shalt be rolled. [t shall then .�.._. _ _ _ _ _ �, G �r4N'rjN1 N ALL TREES SHALL BE WRAPPED TO PROTECT TRUNKS FROM SUN SCALD IMMEDIATELY AFTER p' any t _ /�.jg?r4 Ap _ �.g - H GAT be thorrru lily watered m a depth sufficient that t.0 undersadc of the uew yy^ mod �t�� W = THEY ARE PLAfiTED. ALL APPROVED TREE WRAP SHALL BE INSTALLED ACCORDING TO P ® P — below the srxt arc thoron Y G �o •iri.� sod ad and soil immediately phi wet• The ACCEPTED INDUSTRY PRACTICE. —_- — Chv�ier shall six responsli)lc for having;adequate water available. �! GA-rL1l $A13ittd EACH TREE AND SHRUB SHALL BE PRUNED IN ACCORDANCE WITH THE AMERICAN H ASSOCIATION OF NURSEYMEN STANDARDS TO PRESERVE THE NATURAL CHARACTER OF THE `- t a 1 """""^ � 'G % 1 0 PLANT. ALL DEAD WOOD OR SUCKER AND ALL BROKEN OR BADLY BRUISED BRANCHES SHALL BE REMOVED. CUTS OVER I' IN DIAMETER SHALL BE PAINTED WITH Alit APPROVED TREE H 12t � PAINT. lh� MULCH: IMMEDIATELY AFTER PLANTING OPERATIONS ARE COMPLETED ALL TREES AND f D rZ ` D f :� SIGN PYLON �+ w SHRUB PLANTING PITS SHALL BE COVERED WITH A 3' LAYER OF SHREDDED HARDWOOD BARK _ � `'1 G� ' f f OR OTHER MATERIAL APPROVED BY THE OWNER OR HIS REPRESENTATIVE. THE '\� 9 / / -- I 74 L Na�n/�irL�C5 Oihlr.l f�H�t�� w Mi1L CH C ' 4 !E W Fort N C - - ( t l � a�.t. !s�K�CT Got�G -- LIMIT Of THIS MULCH FOR TREES SHALL BE THE AREA OF THE PIT AND FOR SHRUBS IN / j F i \p f - Tu1zN M �-C Tt� 9 Y') trC i.�iGi. � ��r"'A S GPI Nr rl ail� BEDS, THE ENTIRE AREA OF THE SHRUB BED. 1 L v (V L Y� �, --; - aj CARS E PARK � � "c. TREES IN LEAF WHEN PLANTED SHALL BE TREATED WITH AN ANTI-DESSICANT. Q ` r lj� j �� #i f DISPLAY � Slits Q PLANTING SOIL OF 50x PEAT MOSS OR COMM SHALL BE MIXED WITH EXISTING SOIL AT i /// ` / cc ANT A RATE OF I/3 PLANTING SOIL AND 2/3 EXISTING SOIL. PLANT INSTALLATION SHALL, f / �TUMMM PAVW �Lt f I M - �� G IN ALL CASES, INCLUDE SOIL MIX, PREPARATION, PLACEAR:NT AND STAKING AND GUYING J I jj � ~ �---^ -- i 2t►w E— E � - �.• . �},.Pw1t�iTItL7 ,, � s o a � . OF TREES. us —�'''� BASE BID 1 _ 9 G- 9 E ALTERNATE # �� Z GUARANTEE: ALL PLANT MATERIAL SHALL BE GUARANTEED BY THE CONTRACTOR FOR A FULL YEAR FROM THE DATE OF INSTALLATION!. THE OWNER SHALL BE RESPONSIBLE FOR \, i ii `_ L�.nc►+ t¢ttr►( i/ _ / >rrusFtau3 r+� R'ict,nA►t►.l s,�� RHl �� fi MAINTENANCE UNLESS OTHERWISE AGREED WITH CONTRACTOR'. IT 5?&LL BE THE 1 -�-� t t ----••�t}r--.� yds.. � �' - N ! ` � •� CONTRACTOR'S RESPONSIBILITY TO MONITOR THE PROJECT DURING THE GUARANTEE PERIOD b coM E Z M � V 7 AND INFORM THE OWNER IF PROBLEMS DEVELOP WITH THE PLANT MATERIAL. ANY MATERIAL THAT 13 25% DEAD OR MORE SHALL BE CONSIDERED DEAD WHEN THE MAIN � t' �r+�}Rf►CE rtc M 1 tJ S�1 rw"y � � �- e- - / ham' ,1 Q LEADER HAS DIED BACK, OR THERE IS 25% OF 'THE CROWN DEAD. �' -�------- -,� F.F. 'Q` ALL PLANTING SHALL BE AT THE LOCATIONS INDICATED ON THE DRAWINGS. THE 4 •vca � i` �;1 _(� r aD s CONTRACTOR SHALL BE RESPONSIBLE FOR PLANTING AT THE CORRECT GRADES, AND ` r► �� " TEt_ '� G ? M 1v 1 ESTABLISH PLANTING BEDS AS INDICATED. r I �'�--�, � sit �~ � , Q � '/ LAYOUT OF PLANTING: THE CONTRACTOR SHALL LAYOUT WITH IDENTIFIABLE STAKES T'1,tE / ENT AND OUTLINES OF PLANTING BEDS A S A � 1'N*2 / 1 ti / UJ LOCATION OF ALL PLANTS AND THE ARRANGEMENT � ""��� INDICATED ON THE DRAWINGS. THE LAYOUT OF PLANTING SHALL BE APPROVED BY THE i "-r -r"-- 1-�--.I- l A� OWNER OR OWNER'S REPRESENTATIVE PRIOR TO ANY EXCAVATION OF PLANT PITS OR PLANT 8 h .-. E f ;t. JhUW '1N43 1*1110 Ta fZIF.�,+ A611ItJ BEDS, REFER TO DRAWINGS SU- 1 AND SU-2 FOR SITE UTILITIES AND DETAILS s�k / - CONDITIONS DETRIMENTAL TO PLANTS: THE CONTRACTOR SHALL NOTIFY THE OWNER OR co "- OWNER'S REPRESENTATIVE IN WRITING OF ALL SOIL OR DRAINAGE CONDITIONS WHICH THE PREPARED BY EAGLE SURVEYING AND ENGINEERING ,INC- + © ,, •- '� ' ; + - . _ - .. .. - CONTRACTOR CONSIDERS DETRIMENTAL TO THE GROWTH OF PLANTS, HE SHALL STATE THE CONDITIONS AND SUBMIT A PROPOSAL FOR CORRECTING THE CONDITIONS, INCLUDING ANY CHANGE IN COST FOR REVIEW AND ACCEPTANCE BY THE OWNER OR OWNER'S / , REPRESENTATIVE. �NIM - .� �- -��� � + ��'►�++� // ' RECEIVEO MINOR ADJUSTMENT TO TREE LOCATION MAY BE NECESSARY DUE TO FIELD CONDITIONS .ANC} aG� Nt-�K .IL� -_ _,- _.` - - It p" 1 FINAL GRADING. THE CONTRACTOR SHALL NOTIFY THE OWNER IF MAJOR ADJUSTMENTS ARE w t ' lam+ tt�+tic Gw a/ W REQUIRED. Gt4IAt.0 i„•trJIC f'f t / / _ ' /1 rA DEC �� i71991 - k Gj _ GENERAL CONTRACTOR SHAL SHALL.. PROVIDE: CONCRETE BASES FOR ALL SIC NAGE AND LIGHT POLES. \ � ''� \ � t 1 ,/� A"�� s j _.--- ``"" - f M N -�" k __ H w cn ALL FENCING SHALL BE FURNISHED AND INSTALLED BY OWNER _---- r„C /I r �\ � B I I � s_ EXISTING BUILDING ON SITE SHALL BE DEMOLISHUD AND REMOVED BY THE OWNf_fi / k 3 � � � I � �.. 56sN'Itit' �, I � I = W `- GENERAL CONTRACTOR WILL BEGIN WORK WITH A LEVEL EMPTY LOT. -.- I C UJ Q /' .!.�F'LY � ^ ' M✓1i4' Gi2la4. �✓Adc,�4- U tI� BITUMiNOl1S PAVING 1 ri. =mac+'. O r'�, At*� i A Z U) I a�•t 1 \\ / \ J --/-` `� _t-Yv 4G u �t T �`I ' �/ vtrN�' I t �/A>` ;rz<s -4_, 4�,.! - d Q \ 1° _ a .�. -- ti \ , N t� H ``� � it ? � -C�r, %�•r--'tom G��r�` L' !~- V- �,yG c. ,� r,F�� — tea t 3 w z Tl� IkA A.L L 4 G a- t?Pl-i_5 U_ { f �-LCAC#I i T ilk S / _ � � ` I �►i 4•r1A� �/b a >- w,�tv A 4 s�• At.:o �.�. i � / /� / �u��i,a; _--- g I m = ►- . -"p i �� / i' ii ` -- •nwr.r.awaar.wm,+..1...-.. t ,.,t.,. i !� 0 *4 � k ; ..,...,.�r....•:,..,,,..w,o:u+..r.w.y„ i sit 1 — — { k _---------- SITE PUJ.J NUMSr I( GM1►1*.1 1�n11L --- —�l�rltttJ 41WW. Wf'C•w � _- C�tG•AL.t v ISM�Sic ML i MJ I N�• } � - tNCB dQ -- - J' W1179E MAMWA`( I � � �i°c�aa. -!! i- j �U 1 f Gr K cmGQt� - - long _41 3-2_ C, I'1 t� c0�: I'.r./N ' i-�V• 1 it O � ':' :: •ti --- t t t�i /y1 t i —yr..4. _�� r t - NORT 1 �Lile Plan 4-7.8 Required Procalclllres For Site Plan Review: � �'�- � et a� TYPICAL PRECAST CURB i 7) Upon of ell work, a Ictter of certification, trade Lipari '3 A �ra �etai � kn, t_ t a yt I�. t. 1`1 3 su J ;I_Z1 o CO!- _....-lL r er his &- 0 + y e _ _ __ -._---__._..___ -----.-- '' o p c i3nLl standards sl-lail b TYPICAL LIGHT POLE BASE PLANTING SCHEDULE " Rugl,ia�rrr: �;,, n:: r or r 09!stcr;;d Land Surveyor, ,r ¢ Q ca .� urv�,y r, a:; ter _,::5ri..,ie o � the `,r-`, involl.ed, that all wort; its i e 1..- SY'MBC�L TYPE -� 5!ZE REMA K t hee;l ton„ sllbl*sfantially in - II EXTERIOR LIGHTING-� compliancy witi3 the approved Site Plan, except that the Building z W Commissioner or his designee may certify compliance. A SPECIMEN TREE 3 112" - 4" CAL HONEY LOCUST/GLODiTSIA TRIACANTHOS a SCHEDULE TYPEE G1TY FIXTURE B LGE. CANOPY TREE 3" CAL. RED MAPLE/ACER RUBRUM 0 a 3 SAT-1-R 50-A080 i R C SM. ORNAMENTAL TREE 10' - 12' FLOWERING DOGWOOD/CORNUS FLORIDA <a its 2 SAT-4 50-A0804 D FLOWERING SHRUBS 5 CAL. COTONEASTER/CbTONEASTER DIVARICATUS CL f 6 SAT-5 50-AO805 E MASSING SHRUBS 5 GAL. PURPLE LEAF BARBERRY;BERBERIS THUNBERGIi ATROPURPUREA H g 5 SAT-6 50-AO806 F GROUND COVER 1 GAL. PURPLY LEAF EVONYMUS/EUONYMUS FORTUNEi COLORATA h 1 SAT-7 50-AO807 G DETAIL GROUND COVER 1 GAL. SPREADING -)L''NiPER/JUNIPERIS HORIZONTALIS Same as e , except finish Al k 6 I >:nau be dark bronze anodized l H TURF (SODY See 'Sod Notes' above to N ■ E F G p A C p E J L III �" 1•Q" 13'SI-o" N I a,-ra Co" .. '�~ m� 1-7 i t ''AJd I 11 I lip /, w I'��-� ,�-�' 15 -� la-� 13-Ip z4-o \ 3 4 Im v a U 00 420 Q fV Service Recpption O LU 111 I "_�, E -- ---.I - _ - - -- E: -a - - cdl IUJ21' e117; �11I zServic�' J. �--- ---�-�_ � -� Storage -- �' GT - \ , F1, .�cv t�.6Alrvs 1 f s 116 _ -- W eoa ; any 1 ` 3-0 ""a"� Service _ Tech r,_L __ ' _ _ ' ' Q , 209 Lunch II, I Training Room - d11 . i 7 Manager Hall r ~ q r f _ A g -�-- - }-- 7 \\ / tJ a W' filet $om - ; ,-A d-8,- ._. , 18 �j _t4--�- - J �`r•( ; cc cr It, ® I Compressor i - Z L Parts St ---, ` ---( Z W O t11 (�d2o - _ _� 4 , �I.O►E. >. s1t , �� 9 I'. _ _ , ►— r i .� ----- _a I -____ ----�O � � � �_ _ � ---- -____ —'� dbN`' � � E G�rry � 4 _ •' cA -` r a cp a Storage - _ - N 210 r +� I1 11 12 -- A U tb Locker 40Kv1� A► !Ir I 'Cashier \ �" o 0:, d 204 F�U�F't✓'Gr.IT r\IIG � 1 ull I Room 7� omputer Storage s 0. p � _ ''- - � _ (� j to c' c - �''4 I GT a 1 L i 2 W --- - Z a'• w --212 113. Gbt 2 GCx�a[ Corridor a�8 d205 _ - - I --- Stair 2 Saturn Store. I Showroom _ - r - +- -T - � I - Q 3 - - _ ch 3 _ - _._ . - -------- ---- ° N►. --� .;� 1 �1�[�1�' ■�■.�.■�111�■�.�■�■�71�.[�.�\�[�7���■�['�i�■.■■I■�.�.i.[=[ 71�1r1si� � � I � - ----- Z d ■ - . � I 205 4"! ■ I i -1 W Administration , 109 I 110 W n tvoTE : ,I,1 S F-c-7Q-,ors pG WA__ u! /►Y e,�- Sales I Sales Mgr.0 ,�► : rt s Ne o v e � A-r �. F;1-- cZ v A.T s� Cis ut t a n t�l t -e 06 ' 1 1 .�y H L 3 -- , -fi � u1,t iijAT O c vl�w,.t ! -—■ ( Star Z rn _... Sta 1 I -� -� �� Jan. ' _ __. 1tt1ti1►t / I li ' I � a,'iG� � ' lei 106 ; 07 r j 1 II I �-• Men Women I �1 Mboo z -Waiting 4_1 1 I - + i �i l ILA / goo \ s -,r r - , �, Reception �� 1as, - - �TM�Iv `J aj� II Passage la 2 I J 11 ' \ ? av A- 1os Waiting Reception; // \ 200 _ , ?,',' % ; `.,\ 1 I _F+-1; Office Dealer's Office - ,; UNt-bRscoQ PA\,/ti so ! ' n"T - �-_•- L- -� /: ;! SQ.T' I N STC=s1 G tau 0' - -coPIcKTa loan m I I �,J _ J _� f,• f �� F- / ♦ 1 ' NUj I -- * _ _ u 1 6�r // / .� '�13T i' ■ L. _ ' \ t \cam 0, \ \ Uj i` .. _� _. .. H i \ log � aver z / cam. �.,cv 1 \ pti �6j M , ^•�\ \ W Mezzanine P1�n t�y,�_tt d q , New Vehicle ! `\ w. W N 2 ------- - — - i { Delivery Center \\ i/ z Q J BASE BID -4 co z ALTERNATE # 1 m = . I I I$1-Cpis l '-ID" ��~ �_ }q- -. -_� {�•,_ � �Ian -�1_O N r �{NIr�.Nii^J OF G H K w U \ 1Pr�t-- W JL I Ground Floor Plan =III o 1 '�-a I�-s CABINETRY NOTES 1 -- ------- -_ ------- L L ALL GLAZING SYSTEMS SHALL BE KAWNEER 1600 S.S.G.. CLEAR ANODIZED, UNLESS NOTED OTHERWISE. -- -= --— - - -- ALL EXPOSED SURFACES. UNLESS NOTED OTHERWISE ALL EXTERIOR GLASS SHALL BE GRAY TINT, EXCEPT WHERE NOTED OTHERWISE. +Z cJA�i— SHALL BE PLASTIC LAMINATE. COLOR BY ARCHITECT. ALL CONSTRUCTION WITHIN 5'-0" OF THE PROPERTY LINE SHALL BE ONE HOUR FIRE RATED CONSTRUCTION SHADED WALLS U. — M "A� � I PIS' I��t�, CABINET AND DRAWER INTERIORS SHALL BE WHITE MELAMINE. ( ) CC wr=r"Ly�n GKA7M FII.t;G�+Ew; e.J_ C 1� If py Gf N�R� �,N,� ' - �^-J,.+"! �'- ALL CABINET AND DRAWER PULLS SHALL BE 3" _ONG f -- • I� _ �P�N3�IEr'�L�'�4/>s.� !N 11 \ IN METAL WIRE PULi_5. EXCEPT A5 NOTED OTHERWISE. 7 0. FINISH BN ARCHITECT. /^ _-. bi - _ . ' -_ r _ .._.- _ TYPICAL DRAWER CONSTRUCTION SHALL HAVE Sj O" .. I THICK SIDES AND 1/4" OOTTOMS. MELAMINE. DE #C3000 FULL --T---_. a DRAWER SLIDES SHALL BE AGCVR6 Q E),rENSION OR APPROVED EOUAL. t O WE 7_ - _ rAA"T Au, GV�' i T14I�S 1 V 15 t ) / UNDO ( \ 4 ALL CABINET DOOR HINGES SHALL BE GRASS 120C SfF '� SERIES. BLUM MODEL 90,OR APPROVED EOUAL. r 8 CONCEALED EUROPE'.AN TYPE: >HO. fl., �•T©I�'� _ — j •O O W ♦' I i .A `iJ�/''y�„�•-, / �1 A,_L PLASTIC LAMINATE D0G,"S AND DRAWER FRONTS � wli N� f \ TTI I pr \ I \ j� I / I �-- •— t I `;;AL;.. HAVE PLASTIC LAMINATE ON BOTH SIDES. ALL / r C \ I ' ! I I I 1 PLASTIC LAMINATE COUNTERS SHALL -iAVE LAMINATE y Q� N �. \ ter. L \ ' J 1L'�1 L \ I BACKERS. � Ni� K�-� - -- north N ADJUSTABLE SHELVING SPANNING MORE THAN 24'' __.-s r- O N __ _. V -- A'C CORDIN GL rSOLID-WGOD FRONT EDQF S. $12ED -_ --- - Q ALL I,—OCKING AND NAsLERS i'tURIEC IN PARTITIONS 0 �v'Nn'- � SHALL BF BY GENfiR Ai,. CON TF►AGTOR.. G / FIELD VERIFY ALL DIMENS+ONS PPi7R O FABI+ICATION. 3 Elevation ���,•�, 4 Elevation _ I -��=a~ 5 Elevation ,2•=I o• � 6 Elevation �z'., -o'� 7 Elevation ,�•.,:�" 208,`Lunch Room 207/Training Room 201 Toilet 202/Women s nu a t 1 o 00 ' Z 00 fl L W o F- -- Q k f t �' f ♦ - ! i I '' U X V Q ♦ e O l V 1 li i _. .. _ _. .-._ 10 p w j ' Z ►- 3 N Q Q z ♦ ♦ �, �. .� 1' o sr E l ' F- V o0 i � K �* r t - ,� Z w O - -+ !y �I In _ v1�t_ . N:7 W Q wW �n I 06 l ` 11 o • o T W ~ T rzv D _ � 4-4- _A4 ::: :::::,♦ -- �, O.......... ..........� Z z ® 4 - ♦ w w I 'u r I s1Ias J o ` ® i w l ♦ T IfT z ' D b o o _ - r Al A 1 E't. L+INJ. MGt�it� I o 1 f."'".. � y k � j � 1 � ,+--- - /�.+.��.1/Il♦1•.7� :'�_lrr1..� id�jV��.,� {{ (� ® 0 f �./ O -41 - ° ° o ♦ ♦ �" _ y A a ® a #'f C roof plan ® ,► O 1 W rs 'GItROSes ' !N q�b" ._r_.. `� • !!! FW- W ,, Lighting Fixture Schedule o C _ ___ Z A , o „ H.•.rzc �wv++z,� Fa+�o Y eit A. 3 lamp, 2 ' x 4 ' :creased fluorescent fixture with W N I✓�:APHc��ZS p,ANCs� rlAj D clear alzak 18 cell parabolic louver. Lightolier { O Q Q ; ;. 84673UU or equal _ J ° B. 2 lamp, industrial fluorescent fixture L -- with 20% up-light reflectors. Stem mounted at N Z q .: �\t 4_ 9 '-0" A F f'. �•++g��l4 Xr 4hOwr+ am 1 � Q 1K p ' ;•. € d. C. 150 W PAR 38 Flood incandescent downlight m = :.. cylinder, surface mounter] to deck. Damp location F P label Lightolier 7259 or equal . o a. D. 2 circuit, surface mounted track, white with 500 date AR o ° end-prongcent lamps. Lam hold to eroshallPbe 56 + M P 9 P p rotatable to allow for oval beam patterns . A Lightolier 7539 or equal . j' E. 400 W Metal Halide pendant mounted fixture. N first floor reflected ceiling & lighting plan Industrial type luminaila with prismatic glass 2 g � reflector backed with black-painted aluminum a Refer t0 Enlarged sspin�nin X 2oor low brightness, complete with 17/: Part. Plan at right ALL LIGHTS NOT SHOWN SWITCHED LOCALLY SHALL BE SWITCHED FROM THE LIGHTING PANEL " high decorative shroud. Kurt Versen ALL LIGHT FIXTURES SHOWN SHADED SHALL BE ON A 24 HOUR CIRCUIT 533-400208-EF-PSM-B-MHS or equal . Ca ALL EXTERIOR LIGHTING AND SIGNAGE SHALL BE ON A TIME CLOCK. Erb IN I�r�• V Install. light track in product sales area in accordance with rnartu ac{u �G F W detail. Light track shall have 40 ampere capacity split into two 0 I + circuits to be suppliers by a single-phase, 120/208 volt three-wire G. same as 'h' type, except 2 ' x 2 ' with 2 U-lamps. -- ---- branch circ it . Track shall be an H-Beam aluminum extrusion for _ _. . . strength, w th matte-white finish, and shall be complete with power —" N. Lightolier 5467 or equal . a feeds, splices and end caps to satisfy the configuration illustrated i J. Lightolier 1102P1/1105 or equal'. on the plan. 'j 1r;. PiRGcuAs►J Gam' V1100W -A LAMS L' Paint all exposed conduit, junction boxes, connectors, etc. L. ALKCO "Little Inch, " 4 lamp, 13 W with solid ; Q �. Enlarged Partial Provide 15 extra stock for each type of lamp. , state ballast, mounted under upper cabinets with - Q. • V Detail remote switch. Lengths as required. I 3 a4 ��a�nin�,�� Refle_cte_ d Ceilin Plan �eflected Ce�l�n Plan ('� _ 4 _-.�____----__- ALL LIGHT SWITCHES, OUTLETS, COVER PLATES, DMAMERS, ETC. SHALL BE LEVITON "DECORA'. IN WHITE. TYPICAL CEIt_ING EDGE/Dealers Office GANG SWITCHES TOGETHER WHENEVER POSS3LE. X. Single, stench face wall or ceiling mounted ` fluorescent exit sign with battery pack for back-up power. Install at locations required by to Mount all outlets @ 12" AFF, unless noted otherwise. code. CL �+ ►vt Lt� Tpn. 2� I�p2P�l !� SF'EG. � Twinax cabling to be terminated in a flush mounted twinax panel jack y,� ; pw at each work station and run back to a twinax patch panel installed in- computer room. 16 0 W L Four pair 24 gauge twisted cable to be terminated in an R011C jack at each work station and run back to new telephone equipment board and terminated on 66 type blocks. INTERCONNECT TELEPHONE AND COMPUTER SYSIEW�, TO T►* ADJ*:FNT CWYSLER DEALERSHIP SYSTEMS. 3 e g A - E F G K I � , i T.O.S. MEZZ."�`-' MENEM _ I00 T.O.S. SERVICE f T � _ 00 FIN. FLR. MEZZ.�' ! W O V Q N -- / - --- --- died o uj d+ Q V V o, Ll 0 - 17" w . - .. - - -. _ ., ... FIN. FLR. - - - .«.. ,--- - - i�4✓! LS.rz.f.o + -- !'Mti�tR SEft01 ao LU t.iair✓ V>�WIG>.� Z w All (Northeast Elevation c7 East Elevation - _-.-_ O K/i L Awi— err iL7 N 1W ---� i 7 Z j — Z LLJ IMIVUM !r L`S I w t LLJ G iy -- _ - rlr— --T.O.S. SHOWROOM _ * - �\� co urn of "nniss ` I N N STEEL CANOPY �,rRttc ruRE ° s . Z co* s J. , T k M A 11 �- FIN. FLR. »�- — —- --- - — --- --- - - -- - - - -- -- - —y - 't North Elevation Detail 7 out east Elevation _ . - - -- TYPICAL EIFS REVEAL _ u, OF ALTERNATE # 1 w K J H G E D C B A L...___.____..___ Q N• W (n i icY�,G► ALr1M,NuM G�tAVE.�i► a'P — — ---- - -- N W w W I i ' #• - i iII L ! — .—I . a�l.te Ali'' . - - - � �� I ' - -- _ _ -•�- N z A �i tlp 1 I ell, o' -- -- -,�— 1T- -- — — —— — — — — —__ _ __ _ — , — _ — ._._ _ _ — _ _.__, ._ __ ._ r;__ —.� —. ___ —- — - —l+- — — • —rr- — - --- -It act 2 3 5 7 NOTE- ALL MEZZANINE EXTERIOR GLAZING SHALL BE GRAY TINTED. U • w ; W 1- Q T.O.S. MEZZ. 4I 1 .. stt�y r0h1 !fir'► -..`� G�1sti✓ttcY' Q ' — f , zz. 0 -' Ttbtits'GR�-' ! t �� � G t I r r CO t ji I I -- - A- 4 4 South Elevation N } i :31 — SKY'�iCs4-iT 4 _._ SIDING o 00 CANOPY �TRUGT "-4 w GAR Dr-L1vEI�r' UR� A' --- 1 ! I -� —r { I �{ Fj i Z co SEE S14F E.'T A-11 POR DM *&QLd5 10 )o�ST — hn•�lz C,►rKDE� - �E� _ -P f�R,, o { �•- J d 0 - _ v I � 1} { 77� I Z �- 3 C4 o. __. Z p� w o W Q W Section Ln Ln Uj Thru Showroom . I - °C - o A Z Z 3 > uj A �.. w GIG -- ----- - F_ Sir-, -yr \ 1 a_ `art T471 t 'CHOW EOM � -r'pppF 4,` 49�-1Q'. �C.� Sills ,�N ACa --— - .tom s• t 10 \ i WITH DI=YwAu.L t s- �V _ - _ - - —- x 1 1 / • t PRGN L �/ Fa'dZ'.Ts Jii z _ j 4 � � lrtt;�p�,t rz. ��e-'A_.- Pt�tz. rs,J M/�►.JUF's�T'JFZ�' �I..� .. 3#' coMM°� ` Tt1iluc aWfZ } I I p"'IVI sGi` P.�pGsFZ AN ' ' 1 I L. CYVC4 - _. Q woo---------. _ —_ � � I �►c��C�a - ">��-���Pam•.caaT. ' _ wg � ,� � F�G..S HC7VV R[�.?M -r:o_�. >�` /,,r-' 4 ( II i �fµisAr.� - - --� z= : I ► I EL, 39'-0TE " '-to• I GUf4TWLT X ( _ ___— N1e�+-A° tl;.6,�/'E At�ly RArLQ ' Y.•- NZIAt4 u 1Er^4C—.1 Rears:5 t✓'�, �eFZV1GL � Section � J� MTV FUR�Q:'JGs THRU SERVlCE,MEZZANINE & SHOWROOM 117 i w Storage e o M- � W/VA7"T i h11611�.Ate';GN I I N . ������ �I e a �/Q �•:��� I Compressor .y ; � F.NKF- OF: � A� AGi T.O . PJ30F Qom'"`"'/ i C w H = F- W rat`Y1J13�'f I I i `! a A, E.NTR1'Toc?rJ tKt.Lvr(ALt- -. N N tF. T A-1 S FcR SET^,l K"r L;(30 HT '' � 1 SSE A��.+►I� Ado I I { z v I I W Z I - E h. d5 i'- 3 -'v��,o,� *r N Z o��N Tra � i I N { Vts� ;vouL� s I �..__. IVIV W ;..L. _ Q I r�"ICY 'Q ( �/ -- wA T-' `i' AT t a*grl --f � m = A II xt NJEW(;AtZ -OF ALT : 'D. o P.^Grfs.I::> IICIL.L �Section ° I THRU SHOWROOM & MEZZANINE a v w 0 A Wall Section _ :. - I"-9►' tee'L ?�scr U. Z I I y n H r. = - ,. .. It a Elevation Yx"t4 ' /y COFFEE COUNTER SEE CAB�TRY NOTES, DRAWING A 2 z, If I ' f l`il• ir1. Y-I �It - { �.C�ND�T1 Owl ` N O .�DOfa MEM?�r<M+E � METAL Gc. F+tNG - �• '.~ � N Q "Z1�n10 IN'3UL.ATION-- �jK�O t3L.�G�►OJCa — P!TGH Tv V%ZbjN =tl V A 0 i V) W N V) s p I H N 01 TZ Co • N i Z u, LtJ 'n - _ f W • 'i I ; � i I I' _.- . -._- �" INSULATING Lu _ I z xr 1. I , z — w r I S tEu -0IST - METAi. SIptNG _' ' I >W - P��NG META- N ' SUPoOF2T A" " � I „��I EP�•�HF� �t7- I y � _ T�) Y2"6YP °,�O -- ---__ _ ..- _ ..i _- l'1� �tJ)t..0 t N� �LT A sl"r�ti ANT 'INI: 1• f. ! ! Q a tW �? 1'-4" C>• � i� PUtC�INC� N � 'J''b c�MM'°� I �8LUMtJ 4 C4 G7UD5 _ _• -- - - A ! { — SATT tNGut,P,;"Ic�N illfi y%z"ems 3tO ZtF A rp !Eta Td TyrG©LD ROL.EDi ►'{'�TAL �TUOS _ �9 r E!,WOGING AND t�)wOGE _ I TE A .i!RD FtN. Ai Q i L)-N�JH O �3;UOS wIQ CnI2T - yvr-"O A? �N , - _ _ � W '+ CO - O V;. L ,� / _ { - _ _ _ _ --- _. _ _ _ 7�0STEEL .�otST i { 11.G, - 1"T FOK rOuR W - - `JGONTRCJL -_ , �1 �. � Coo,.X ' MEAL STUo N — N 1a N'5L) I rJCa Q' -o�N T { � C"dR 'fie GYP) cn IN Ira- > II.4 O,G, i L" ui .W ��r�TEMH _ yZ SH�.TNING PAD. I - '�Gl ? D.-- ?CD171? J �IN,'r-.�4•a -.� _- _- uM. L uK7AiN WAL_ ;� z _ -� ---- --- - - -� W I ►coV� L 1 5.5 G �r 5�r�51EM WIThi ,N E - �1 GALv. HEFT '[ D Z • !Z-&Wtib =(•`M CAo(� tZ T�► G FZAT E>7 GL�C�FC FRAME. 2'' ___ y��?`ht. °`J )N G► .T■ Q U v Galt 12L rRr� Use 2 l/� �Fi �i x - 5-n.)Q�(.0 1 O.G. f 4 _ _ /• wr. t� r" Z 0 To �1)T" METAL W N I --- glDt'd6 '`1�i'a 1C. 0 /tom` +- rz)�4NTAL. i RE1�UIrZtEtJTS C Q Q 7 URFZI �oI�M 7 i H --ME"tPV �ID►NG P�EU �- I Lo c� TU I Li{ .� Z w j GOI.O KO LL4 0 13ori vio N CA I N Q ,' Z Al 1 I I 5 I I I �ie.�TEN us tilETA- STUD-� 1 I , O u: JNt>ER `1TRUG?URAL }— c� RUG, �1RAL Q( J 13RAGtr.tG I NTCgLL RUP'T'o G 5 M�TA.L -ZiTUO j o C y ph` i N It ) FAlvl t G Ck = I A►.!15i-i �EZ,V I 0 i O _ �,crr ,r uLa,Tlor.i E�)A.T T N00LATIot,4 I Q F5R`'2/Ev -AL I 15�`'3UILDtN6 FELT 1 � i�+iV'� l��'U "''�.'•;�/ • -�# � � � ! I � I i �— G4NT. Tk�A�'L�D vV 000 � r I i i ` I t 0 jP.3E AN O 1 k f I I >=LCK3r�INC� � i f7OWN TO A a 1 1yrrL Ps.+�--;SIG I I II I � El {�tNi�;N m1U. 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FAZE OF I-IFTA._ g71JD* !- V ao• v - - i . _-•- v . � ow/ G4x �2 G4AJN W QWI b - GONT. x 6, x w f2H�, AM C' T.C. S. AT SEKVIGE W'�iMi+-.e„�, � Gt•ir7tZ0 OF G+�Eit GYI! bG', AND = M,1.IF.4b. RMIURN i i \\ _ APPRC7F�4rA v Q . -' — { - G:ovr*FL,'Tyr✓' ----- Z SI ,Q I NLv _ p # � O w + Vf�NiG•LE i C�.,v>✓r�( _' � AONtiN;�J'T RAM ON > w W ' w1 uzx ��'MM. _ 'Wit. c µaAV`, GA. , At40V� ;'W FINrSH _ rr4l", F NT ©© 1 ..�TirEL Jo.ST s it �7 7DE.iZ �r7 I'AZ:k IV C9z o r Gl.EPFZ. ��g I CUMd''O R c7�EfLHFFFF P�'METAt- frlxk; r fi Ir-----_�- ` r H UNE of AGou ,T r�.r•L- FIN rc�� _ ATN G^,p4 Ft MOC3UL.F- rE O INE 5� \TT �NSU LA-71 D►J tt y_ _ rY - ? VIZP I 1 _ --1 �- J �v Part Wall Section I r GiC?x t5. GH: {� n THRU SKYLIGHT' RETURN WALL t- N cc > �— n 44 W I z u _ Z U) f -GtO+c1�jx GHANNE_ + ~ s s �` ALUM F M Q Q z 4 � � { Eiv�PEtZ�D C��.A..f9 ?>R Cq AG NG WIT}-i ! ` CON T. �-r u v-rwAC,K�, y m . - - n"TNtGGr� IN�}r„A-rW 0. P '[aP AND �DYfrM •d �TL E� C1V E�ZN EAD � � v 1 ,� SEGTr } s _.. 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Z IN,Vex 2.ki x 43 Lb G l.I P r- cx T5 �x 3 T - - W ;�-. � - —. __ ._.v �► 5u 6 H Wf..tP N1, '✓Mt•I&LL F� ` 5ET GLINT�GT ON5 1 � ( �� ' \ � piNN``�TAACM � � � �.t J � - a o 1 A+ND !'+T lgax GN .I�t_(n+") , w,e M Tr�N&� I __. _ - - uv O U N I ' 0 _� GoNT L 1'�'Zx 1% AN-Co (px�x ' P .AfZIF.{�+ tt I ( �_ —�, - ` �. {' .. — _ _ NGEK _ y OX HANNE G L TS �y x 3 TU OW- C-d"MN �.i I li F W q'-GY.► 2=L%� 1 11"' m�' � NYC RS�TWEXrN I \ �` � - . ._ f{ .. Ur Et- _ ORYW ArI. GULV M N ,� _ _ to O oc Longitudinal Section Transverse Section a !�V owzrta r`—W- tKil) SERVICE STAIR THRU SERVICE STAIR . Detail ,'�2: i'-or Detail ri�x . ,�o„ ��. � Ta�.a vice Cfair Plan � { f Detail �, �N w � r•�„ _..__ ___ A 8 10 U P41 1<PDM FLASHIti'G� �iTWP L•N � ;�►S. cal l� " �+'�•S . - t E•PDM lcoor MEMbKANE '7%ir -� GoNr, oM LION v'AiIL-� �T�IP �h��Z>` .- G .S►:rlt i r I I �— GoNT <iEA1 ANT f�1EAD(n'r,,) liar k R1�ID INSULATroN - NorE 1 N MIN. 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FOuFZ �" < A• METAL- _ 5TU�5~Q ' q o.G F01C POojT FULL HEIGHT Q � 2'o G NE-h - /Ey"N1ETA1 FU�><JNG AS tZF.C1Ut►ZtyO uNo ti G10 x 1563 CHANNEL 1�--.�I��TU >) AW AN �2 - -r � TD U N,7E fZ51 D �F _ I IP>Ca'� x�uL�. NF�GHT FGL► AT >r,oUR ASc. Ffxp l� FOfZ +'OAT NQTE: PIZOvI i�G6-E- o L , " '� ^ UN pE1ZSiDE �-.1PP412•"r /E�'FU NCa cs z 3 -0 O.G. FIT MEAL GOfZNI-R Aj C� a �_ , N 1 ti ; 55/ u E REIN�URC:INCa- EACH OFro, �1W1 - Ptt7f¢ �, �r �? GY G rs� %y�1 CIONT. Wvcx7 '1.4 L x3. /tomX�i 2�t� �Ixp�-r o rG AT P1EAM W aLo P.T G T ft �j I DE OF ?USE G�U MN , ABOVE ,,. f,h 0i.06KrNCv 5.F?S, x /I(- GIJ�JET (� it(-1 A. T GUIP�D5 - ,{` coM T yV -_. 1�L0� NGTYP. _ K _ .. I WEI,U Ai,L P '�OLtN✓ A.' P, ANI ? -c�40.G, 3x 3Xr' t )i cj'-�NL0 �b N .. � _._—,,�— CLIP '-D TD t�x . TKf�GK Cs►�P%WL AaNbt_t / * FA"(Ep Vll / T -- - ... _ _ ——�__ _ G i�C IT�I1.t I --_ t/^c"Cam ' PjD 7/ x G x 7%,lj PJRi� KE I" �GUI ►V t�G-� F�) M,ETAL GJI D NG OiENT PANEL -11ZEAT D pCi p I \ 47 ?A� ce-a, vv ELD AT 3 x 3 E �/ / 19, �R G4RN R><TU rZN�TYP.) P LOG 111 NG I ----- - T�AGK GtJAI AND AT WQ00 NAIL-E� _,4 x GOMtT x 3/g f� w Er_.D AT ,nI T 3 3 x 3 Gi-I P O O.G. " E. -- GAr•..Ky G�'p �r7. ArrnuNa FvFc ovF ZN>:AG D�yIDDtC T RAGS ---- ---- pc , " ZETUKN 17 (�uft.DINC7 FEi-TjA (rrP) �EvEAu. ,IYI� �utLolr+� �u��PF�1t7FD CIUrvC� - 7n - 5ol`f"iT L T►i►r:K INSULATED �121M ; DER UVERNEo�p , �16 Detail Welail '�'2" _ ''-oM3 Detail ,/2 DetailION AT SKYLIGHT PICAL OVERHEAD DOOR JAMS CONDITION AT WINDOW JAMS IN METAL SIDING WALL CONDITION AT WINDOW JAMS IN E i F S WALL +� 'i.IC91-1 1 W•f% ,.T tc%LYVAL �c� .,+G-�-tT GoNN�GTtvN� To - 1 "o" 1``'t,i4%ys -r�,o l3" , '1'/2" I �E WAL;. rEG7l T'HE c�TiCuG'TU 2E PEE Tc7 D5Tsr2vtNe 6lAf U NG 15TOf'AT E�HP�1JtNG 41F ,w ,� ,� --- 13Y T11E ,,ktilaG�l , CONTIZAGTOK AND 5'�I Artc=f- _ E.I.F.�.�. �AI•�CaE.R A' ��It•/Tcs � AKE 7_9 3fr C,W2T71NATEJ 1�� THE(aC. BEY ALUM 511.E IN �- - ��MtIP PEED OP �� Av,AN'f I /21`GYt? PjD. %2"�NEATH1Wfv PAD, `W ------ ----_.__ � i E1 Pl:.( 5/ GLEAM' /�1 G�ty, - J p�ASTi[: LAMINATE GoMPr�E BSI v - 4" x 1 P� - -�, w 1 1- G12T U) N 5 J ttom�( �►" �iTE� 1 V•ZING� ¢L A.5g VViT� PP,GKF.� oN �q" �:LLEF. "CAPE ' Jw TALSTUD I N _ - - •�- L01"IF.' Pig M AT N 3 FAC.I 1�LYWUc7p ��UP T�P.TE t -T P�AGKE� GOP AND 31, + . . N �--- l._ z KtNW --- --- PI.A.�T1G L.AN11 Nt'.�E - -- ,NO whrGW A:.UM, FXK,19 SYSTEM WITH W04G NAI�F-R� N!TH P>AG " SHEET - �� _ "•• I WGY0 G2US !DI t�R TAN PAD ANGLE 5 T Al C.O.t: ONLY' N ANOD1 'QED FINI��H Jj G ON �/4n ►� �0 /�_ IL1- LASHTiO� w - l b x 186A. T! LW AL1� C H W AEI. 'a lvHT .- UPf'(?� - ...1 X2Xs/t X 2 I 4D KtNCs AT �- i " -• =STOOL 1�ut 3w , Ml¢�A.. STU Gap A� cl) cn raG G"1'I o � ARE'tp . �`l j-4 0,G. GUT i'I T ArrGt� G P �E -50 .1 r7 W(ITH t'•s{;aiD WSULA tai+J �erN N T D D A+`'1N 1 LL---- _ _ D b L NCON'. PIN I•rH TO N7AT c A t1JEM LA-II4 E� �'�'4"ExTf=izu_[ PI�YY ooD c.. R?p. ONLY D G A? L - I W 1 . ^N Q G L I P `.T 5 x'J 2 ' �EP.�AN T �jEAt7 STDOI. 5U �Tt=A`� GQ1`gP>Z l E rl U� R + 4E ,4 0.c. 0 1�Ai NT 6� GoNT. --- :.{A, -- �jr ,� z � - __ - ,� ��q��i ' I --_-��NT � �AN�AT �.>-I1� C!>NT. I r � 1- �..y z U P1,YWUUt7D i LL. F.I.F.S, - --- --- ----------- ----- tiG1D GoNNELTioN - STENTIrJGS 5TU DRli IhIG __ - :__ ,-_ _ - _.__ ---1PXaA. X Gatti. GALy. .�. ct MEG►+AIV tGGA�.��..L.1' F A� ED AND f FO2 =AGN tY'STUP 1 SHEET METAL GORNGR uw N E+ATT IN �ULATIUr.t- '�►10��'f!G - P1� IZEINFORGING O Q LO LO f <JET IN FLA6HIN6 1�orWE� " j N.�UL/�'TIC � t - - •-� - - - ' �I NFORGI A LL W'T+� TT Y. 4 M,r`TA'` �T�o apt �EA'TED OD NA w ITrr - -- cfACaor+o.a� t 1NOC3D 177t.O�ihV NG -- _ -r-GONT ��ALv �N tilE7AL GCONZ REl� __ ._ _ �� .0 �V _ � t� L NG ^T 2=o"o.c, -10' FEEvEI. REVEAL AT SLOPED - � A '1'�RNATG Gal � F1.O�..�HING -OVER t�OOJ 1 I. CKINC� W C� Z /� 6ALV. METAL. O �tl / --- iNG 1 1 J__ -- fq�E)(T�e Gee. PL-rw000 E.Z,F,S. T - FUrr2 - .G, ?'."Gti'P, - v. - / tE.PDM p�C?©F M1=M�Rrt�1� I 5 ITH o TEWo� SIDE o� �roP �� - 1� 3 W Z � GONT 1f1GA. EET DwP �p NT. 1����aq•'' n � I -- TZEATED AND c�-nPF-D GON r N1ETN. G02N ��p►�� PtTGH 0610 iN DULATION TO DCAiN GONT.T ATED WAD FIRE STOP �DI�E G c7'�J Nt40tLGINc G3xCo WNEL T }r (n Z ( W q"x lb hA.C>a.I.� _. �9 3/4"EXTF9I Cl iZ <ait. ?LlywcoD 4�UW9ATE , .. - WOOD -OC,+�f NG , N AT cor'ED / c� � EACH ��I OE Q } b� MC`TA:, �7tJP / / - GDNT, W DOO NAI L.EIZ - '• TL+ , . of wit GIk'T m = ' � � .cl �,AJT. ALUM GLFIT � GAP P,�N►NCr - � '�" - - -- •_. / _ _ '�- t -. - - GONT MGTNL. � NEoPAE!�E Evv �T.f:A`,•i'Gi. M4`TAL I<:E�HtF�itt:c.tat. - �... . ._ .. y.,,... _AL P.>:�yUND WAL.NEF.tZ�toCJO ti.y.(� - - -- 1ZE E..I.F.S• TUFZN r�e�-_ oD.M. D VJ�THG"--- .N D�WA�1,.Ti. TIONS I _._ _ � (aA.E'i�l'�4sT E F1-ASHI - - -- -_ i L AAl ETA L D G Uk: ----- F 'CJFI LEO GON T 1 ETA L = c1'f?ZJ P- EN _ \ t� N �oN � -•: w� G•I;E.AR WINDOW - 1'I INS EATING GLE.�K r v� A+.w? Fr=AM E��STEM(lYl?1 � w ?f2� '/4" TEM PEK�D OrrH 'LOW FILM AT 03FAG::: _ W� ,�.� Detail Detain �J� : t-o __ etas ILL CONDITION AT SKYLIGHT -- - - - - p -T — - - -- --.�- - -- �'S 3x'�ta x ANT 2 4 CONDITION AT WINDOW SILL IN METAL SIDING WALL &28 ONDITION AT WINDOW HEAD IN E.F.I.S. WALL : eot_ Gott', �f 1I✓E T �1 ETP•L GOPi N� ♦ N E.P, p.M. F P��H NG COL. • + LrJ `- _ __ 5 eET1t�Ca1.. C�ni.v. �. �1�AL 3Tup L N E.Q.D.Nl. �l.Acal-i1NCy � .L �N T / �TTI� di.H ,0 2 LA.x O� �.LWh44 Avto�cvED 1~QL^ - ' J rL Pipe ��ti; ` METAu ,,I DI NG ANL'. t�LYWODD \ 3/� _ L 2 FPGE 1tN0 10=0 I.ENG r _ � y 8� E7,oti - I - �ou�Ti c Aim c v F I0,f-K CANT ------ \ -ter- w Q -4 -- rZeLIIE� c EEoXc3 - -- -- - N U u c+ fCP.LWALL ,� �'RaJt~D �jFALANT Uj Et�=s dN �F= - I /�/ �-�A` ( 1r- TTON DOWN \ G i A �� ) I 1� DM MEMP>4ZANE \ �7+�AP� TIZEATF_D F' ICPv-WALL. SIB\"uC�HT ��tl�GEC� „ GoMPtzE ION r`e_ iP�ANT Qp A. G,HE T METAL GONT I - �� `'Q DON +c ;N P.A►JCL _ YdODD P LAGKINC� Q EE, � Rtv1pp I �ULATtoN -- `tr C 1J UI.�.TIc�N GLOgU�E t�a�r1fp7A1...5TuD5 1(v C9A- GAL 5 THIC PITGri ,0 pRAIN �E44-^"T (n P) o E�7 Pj'x1POc! • "i`r'PE jW METAL - - GoNS?2UG ;ION - - 'IV r �TWt !-0 1'-4•a.c - GuT MlrTA1_ '�' ?�'> BOOR k SIDING M1= fty STANDPc7 META DELt�. IfATH1NC� CO, - - AN D WE Tv Au g g;' _ " -Iwo ti� �!� F L.&e)4 I ` L I - FOUR b x113�. P"RAME >1 ��TEELGKAFT ASSEMBLY ' E I Fc.�, �NT '+�11N�T:E��IE>�KEZ GHANG�E� of pIiCEGTtnN i � �ETAy �TUD`� t=DC � , LL t iLL��,,RI A ?4 PS �HVWN i ,� M pIF.O�i �1hE -N I i } ✓r "' ` rt _ 1 F-r- W 6 W I T H 7 K-4 « I I 8'��C 1��aA. L�! J W Tr PE ANC�I E F[iK GON"T. r>' LOi"EO it E.T,F.S. - - _ _ i h' D5 na 1 "o,G. Z --- - ;N 5EA1..ANT 1ETAL STU 4 - i- --- ' ai � M�;.Y • - - M _�. os� ., w - EIZD#3'I.$ WF�.iHEfc --! .+t ----- 57EELGAFT 1 FULLS` a N?. A-f? ,N �ULN10tJ PNT, .:1Jr=AR gel I, - -- Go E3 ` R. '7+FFU�✓E-R ��EAZ-`� HEAD AND JAA1Ll>5 SEAMi. h� EGCyE -- I wooer P>,.oG«uNG-t �u�H 1vvA. �WEI.1'JE p) iTH 14 ESA, TOP AND - "x �"x lbU►•_ GuP WITH MM y.�ANNEJ_�, 0'0 X1�G� 1 T.n.�>• ,� ! �RL�T��N AND ZEZ4 � �dTTO GH � � � I � CON 5 x 3 ANGLrE _ ' " s D►P. I ---- N iZ -�' L•D 14 U A. METAL w f T H 2"x '6'1(0�.�I111.5 -WELD t - 2� 32 gTEE.�. P PE (pg7°.� T E�hO GLo�E2 KEINEVRGGMEti1S, bGA PST mf_T L STUD 1 ■ �E E ! 1'`io " (J% ig/ HINGE RF..INFO1ZG NG , 1lo GA• ► f,*V-rizA�te�,L,�w �o bout,NuT ' �l L 2/z ffp� IMI�A)Z �Oi. MlJ �ENGt.O QED) tLi G`�1.iNDt LOG*, jZE.fNFOKG;iIt '�/4" OWLEG-T7 N W1Lt r r-XTE210IZ WALL , + nk-V WIT PO:. _ CONOI TI ON + 1 i o YSTY ►F_ 5 X 3 x '�/b x G ONT, •- s • LID Gv RE, ✓oOZ To P/E o� M EO t ' C"YP. ev ON -- I P�NGLE �KP,GKET Q' 4�, yN 1C'" ,*�� NCTG: Ja r- GoNvtTtn. tJ PAINTED (71?) q�� JW TYr; 1Y)E�n• _ W>`l-D AT VEAM -�►- �► �. �W I GyR A�IQINC•� M 1 METAL �ru D5 - 1' 4 �c. GATT 1NSULATiD 0 GTo"o.G. �aEALAN T A B t2E.CZ U I RED I _ Detail _ _ 21 Detail _ _ �• 1'-a' �� Detail Detail CONDITION AT SLOPED E.I.F.S. .PARAPET & SKYLIGHT — CONDITION AT NEW VEHICLE DELIVERY i MEZZANINE n n TYPICAL DOOR HEAD IN METAL SIDING WALL f ONDITION AT EAVES & E.I.F.S. WALL Z ` '' ROOM FINISH SCHEDULE DOOR SCHEDULE poors FLOOR WALLS BASE CEILING OTHER DOORS FRAMES W ao m a # SIZE TYPE MATERIAL FINISH TYPE MATERIAL FINISH J 1HARDWAREI REMARKS SIGNAGEL IE:][::][ w = A d10 2 3 Q 9 A ALUMAGL. AR00i-:- A ALUM. ANODIC �,r�►��- CLI TH1 Ws - _- li e o a d , a s o s d 101 39 x 7 C Mier ?Al NT $ N M A41►� P�sue, � m I" W E m x e -- --- V00 «+ v N O t �+ > W y M , v C C -J 1 y _ 2 U o � 2i m al •- L ICD «z y _ UT Q Q C LJMS�M P' _ E .. E d 10 3 x 7 G Wc�do PAINT. N M PAINT Pa i.�AGy CL3 uco00 C A a •- i — c ' U. ` C O a d 10 34 x 7$ C �NCCO PAINT B H M PAINT PIZNAC`r' CL3 UCD o O O M O C O W O 1 C ® i C O 3' V K d # SPACE U iU U U u- > > a a j V U W U �Z U Q w = REMARKS d105 2� x7t c wmv PAINT NM PAINT --- U� - ti _ _ w 0 ~ 100 reception O O a G d10 311 x71 G \A/000 FAINT d u*n F%IWT 101 waiting 00 101 O C11 I - _y_ d1071 34 x 74 G WcaD- -- FAlgT vA5;,;,.�� WOMEN O 102 new veh. deliv. IQ Q C " d10 - tt )c C WC�c PaINT B NM P'AI�tT ��� JANITOR - - _� - 103 f & i office O r� Q Q q4 d10 S � A AL.u►�/G� pNGVIC A AuJM. ANOGIG CLI THII ws ,i o A B Q V U a 104 vending O I Q Q C II�1 d 11 3s x7s C 1}M M PAINT 8 µM PAINTS CL3 THt ws — 0 W N O 105 passage Q f) (� r' 114 1 dill '.fix -74 A At Lml,-o,. ,NochG A ALUM /�rJDoIC, CL1 TH1 ws KAwNeaa 3SO S vJINC, JPWAIZP AST,, eP 5ECTi,9*4AL. Z �- 3 01 106 men O Q C {` `� - c V00c DG�asses ,�I ru5u �4,GrFa..n ITt�S Q = 107 women _ Q Q C° '' 9� d11 �_"X_7' G H1-1 13 NM Okir IT �I�T THI ws �' Vco 108 janitor 0 n C d11 -54t x 7s G NM PAINT B uM M41NT t-c�.�E' THt ws >SoA19' LOUv=2 Lu Q W o oc 109 sales consultants Q G (,` n 114 d11 Wx. 7 S' D NM FAIN-T 3 l4hA PANT 110 sales mgr. Q C I C ' 114 ----- d11 30% 7• D NM PAINT B ►#t PAINT f�i�4G�firE. CL3 p� _ 111 showroom i ,O Q Q � __ __.._ _- ----__----- —_------- . d11 39x7-' G HM A^INT HNt PANT 112 cashier !0 O Q r �, 114 d11 12'xloe 8 STL PAJNT o1� - - ws F - O 113 Saturn store n r 114 d11 IZ $xlot g STL- PAI►JT oN - - Ws T 03 Z Z 114 parts storage Q Q ; (� r I14 d120 3Q x74 G wr✓ PNrr.1T i� hIM - rKlN-(- �►C.s� G>; 3 W > d 121 o r HNI r^INT - - w _ 115 , � 3 7 G � N M P�.I NT r✓ar.�T its TH>f CL3 � � � — LL, 116 tech hall O 114 117 storage O Q O ♦ No Pg1NT - 118 compressor- O Q ! O I + r,o ri41r,.tT d200 3V x7Q C. W400 FAA, JT 8 PAINT D 119 service manager Q C C �'� `16 d201 26 C PAINT B i+M f'VNNT C�I�/�Gy TM uoLLOW METAL. ©R NoL_Le-Y/X �OF-7 orl 120 service reception n r- �,y�X-� w��c��N��i� d20 24 x7s G wrnv PANT d _ 14M PMN-t Iv�cy TM woM4N t�AINT GrzAn>E So�i� �A,N G;kAVe Mo��c: W o a = ' GORE �IRcF{ -ARE �QGH w/-Grn+• � 2 0 121 serviceWA d20 34 x74 G wc. PA WT t3 I+M F'AMT f!'A.- aE -- --- ----- ��Ass� �IT,E d20 3t X-7 g W00c, PAINT 15 AM A4,NT f:Ok5G, E ss 0-3 d20 3-- x7g C w� IVA►Nr a ►+M FA„xT Notes - d20 e- x-7 v- G W:51M PAINT l3 ►#a PAINT r'A�.^CmE CL3 All aluminum doors and frames shall have a 200 dealer's office t� ^ (1 , 114 d20 39 x'7= C vrC>� rnINT B fIM PAINT pAcs�,�, clear anodized finish. Q - d20 3t x 7' G V'!� '� '�Q' All closers in aluminum and glass doors shall be 201 toilet C _ _ pAl►.!T B t�M PAuiT A=*�.o.� CL3 uco --- ----- - M1'b L. 1202 women __. C 1^ 9G - d20 S4 x 7 e G W4bv Pa1►�T D WW1 I HINT pp. � TM Uco concealed type. 203 computer C C7 46 d210 3! x7e _ C Wc" PAINT 13 ►aM - PA+►�fT - _ l.�-�aE-r UcD �AN��� Whenever possible, mount surface closers on the side 2- storage j O (� of the door which is less likely to be visible to 205 administration O C i 11�4 the public. 206 corridor O r' 144 — Refer to Specifications Section 01030 for 207 training room O O ' I 114 �+ic.+ _ Alternate #2: Interior Aluminum Door Frames. 208 lunch room I I 114 -- Provide 'SAFETY' glass where required by Code. 209 _ toilet ': �'' ✓ '1 114 � w 210 locker room Q (' r J14 _— Refer to Floor Plans for quantities. 211 janitor ( r Q ----- — Hardware finish shall be Polished Chrome. In 212 corridor C r, - ►W N W am > !- - LU C N W stair 1 1 O O Q O z stair 2 O O C C - P GotN6� ! U )- �a�.v Q �, n COLOR SCHEDULE �n s jt _ _ . t Q Q ,Ilk Q, I GE /ItG T��E'• — 1 107 1j (� 2'r-rQ �d - N Z �F= H� .. F Q tel G' o "t�+J?O'�Nc7y s`-zcrt P 1 N } 3 (ill Z F-� �s < - y - _ _ - - - , y Q -.--�-- _ c 3'�` -- --- - ---f --- ---- - ,� --- -�-- - - - -- - tin 7 -A f V C i Y Inm - 4 0 �. \ : �--�--A� � � i i •� di 15 117 -- �--- Vll*kro, uCGC U Wy C tto,r row ni+eTa�- '�. i f ► _ // _ V\ �• D_e_tail �..t : Deta!WE �J`�I�_o. Detail 3-=�=o- t -TYPIAL DOOR JAMB , DOOR JAT SIDELITE MITRED GLAZED CORNER r to-a 5-t g -4 2-a 6 -G- lv •6 ,� (HEAD CONDITION StMH_AR) ,_—._.- _V____—_. 7r —a► 1K -- — \ --- - — Y- -G�- 3t�'V�l.+� ',G L Q A� cc Hardware Legend Z o CL I CONCEALED CLOSER ALUMINUM DOORScx Q N CL 2 CONCEALED CLOSER WOOD DOORS a Z CL3 SURFACE MOUNTED CLOSER WOOD DOORS, HM DOORS 0 A) TH1 ALUMINUM THRESHOLD �_ x TH2 MARBLE THRFSHOLD r' T WS WE AT HERSTRIPPING SS SOUNDSTRIPPING a) L UCD UNDERCUT DOOR 1 2" W Q O o i13 A 10 I y f w4" 8 � ' A7 `_ ♦, ,1 `\ y AML t V 1>�M �t��c� ' tO - .7 p �A��iE ` '- O s Z�-�/p f.L/ ✓ (LjA�i C d1 C ) �l 15" m" t'A ett+L�+ +►I� O" (AL "1 ) f i - -- t U 00 Z I mi Uj ( o r Li +t - 2 U _r LU - O � LU ►- Q u� I U a LJ N 0 01 ' ' � � 1 � ! J � ! I i Aczour.10 PIvE G�F1+r�K•,-rv�. !., Z �' 3 �+ j I f H CI D Uj Z O � w I ., I ► i ! - j LU Q i w ✓n L4oc All I 1 t " 1� Ot��4 ,4i2 �j'_ 7y2 1sIV� EQUN. �Al.E:r s r tl-Or „� I `1 r r � M� r _� •d' G I w , /'� •� 1'J - 03/4 ACE, 10 O�4 L wit 9f`4 + w --� t . AST �I LT 41- W J W Section Section 'THRU ection 1 THRU NEW VEHICLE DELIVERY RECEPTION ENTRY THRU NEW VEHICLE DELIVERY (Entry Canopy dimensions similar) (Entry Canopy dimensions similar) ti s,� � r ►''E: Z G�p1T �r —� �4 - -�, cf.. `IE r.0. J• i � I e- . EXTRA s,�,oNc PIPE eu �; SET eXVA,ar� b �pMM Trr / J,- 1 E s STMIOAPII PII E T1S. r SCE PUN 1118E COl.U4N i I x �7 Val, U FZN ml�G.�L�E i A L t1 NS jC�i,�Q(�/11'J�.n u �..4=T;� +�T.- i9'i'JB. - 5 / ALK-#•1 CTtfi.. '4` �= I I - - - - — -- _ -- - - - - - I i� „4•^ PIPE SidFVE - -}- FACF-OF -- (fy PLAN VIEW J/4• 0BaT X '' � �' �4 �\ ___ � — --__ __�_ . __ — 123'1Ac�UM Q►1 PZ ,/Y c ssu a / t I / __.__•_ 3 4.0 TIE ROD IF W/TNREADS r QEN;E ERAat iel� L J I Al T 2 Framing Plan 5 Detail CANOPY AT NEW VEHICLE DELIVERY PLAN VIEW AT CENTER TIE R ECTION _ —_ -- --- -- (ENTRY CANOPY SIMILAR) _ —_ 4 W — W - - -- - -- - - -- --- - -- ---- -- -- - --- - PROvt % cc 4" D i,�•ooN.•.i_ ------ --- -----—-- -- to , � �"— '�'-- PI.A;� AT ROOF l�VEL PLAN A80VE ROOF LEVEL In J ._... xl ram+o*1 _-- '\; Detail 1k�lw . Detail ���=f'�� t �1 '-o" W �c 9 12 13 De a _ c N Pt/. NI►16 i i 1 PLAN AT CORNER POST (NVD ONLY) - _ „- z _ 11 E -� S PI --� �11 .IO i��L I I i• J/J' Sr- PPE 41PPCHT W z '(il> (1�YT C YYEtt7 a�N D `�h1 Q 7l•T-i 0 Z � I — - r _ _ N m X - ; & IZOOF 2PNN — -- —; C:i)t_!ANOPY oof Plan `' Deail AT NEW VEHICLE DELIVERY �¢ SECTION AT CENTER.TIE ROD CONNECTION (ENTRY CANOPY SIMILAR) 1 E>MEA Ausrt -�•-.I71a��Of�IKL rr� - \ i QhJ '.j"K-IG I O 'rJG,�iI1 A"'•'.prJ I i U4&11 L I I I I cam) T4 U'7$ Ico I r- I }?T. 2`,�� wc.� .- 'I E '��• MTt_ L?GG�- - i I I i Q1 - t U ��_ x �J�K , --- ----.� - _x__' _=4 f .: I_ _: Detail ;•jI I 4 o i _ �- - NOTE: The entire canopy and New Vehicle Delivery module is to painted - -PS�.�!�T'L.. P►PE ___.. _. 'A �1t��IJM C O'9u1� --- - ----- �—� _ . _ __ _ � � ! 4 i � ►�rv� ! Beni. Moore # 1615, except for the continuous pipe beam at 10'-0 ' AFF, IL L a which Is to be the RED ACCENT color. C � t E----Iry;,-ty1{�. -- Mr�iG:1,AT1..2, �• i `. I j r 4 -L---- ------ - - �o.;� �►�•-ems � G v � ALUM. `r c V 4 Detail t �1 -0 7 Detail _ .� Detail � C Z D ROOF EDGE SECTION SECTION AT CENTER BEAM PIPE BAACE AT CC?LIRIMf i W r. A11 A J K (2711 4!' jr FI FA . L - qD V 00 v row 3a'-5" �L � Z FOR S9GT• '7 — 00o r SHOWN ISQF � o FOvNCATrp1PLAN w I " � c Q _ — 2, _. _. ... 1_ .� _ __ — — --� — — 6 �=� 7 A — ——-- -, r— — — — —-=L �-- _- Jr— — — — — — — 1 ` v -O' kc)t I J i ce I f W/6, A29>< 2.9 IIcy' 1 ' t I I �1 _ V v 01 TSt_ 38 - 5 L I TSL 38 - 5 =II '� CONCRETE SLAB ON GhAffl 1 O �� ✓' IL_J �� e W, P. SEE WL 6X6 - W2.9XW2.9 W.W.F . SL �59--0 I) -� Z — 3 �" l LY pt N ►— 01 V co ce „ o 2' . w Q W _ ! ce �Fl 3 0 PA,RT P l- ►�f @ ! I I 1 ` Z .! L .J ' o II _ W NTRA.N�.E - G F �r I 2 > 4 II L �i 5 , _� W �-\.I_._T E F�NT E NO . I s s I I F I I = [,,.'IF of -- 3' GIN ss u �� 1 W o z 112 h FI co _ 1�..rG �CNEDU�.. E TYPE Si.ZE REINF'rJRCI�JG ;` �SEttS n.J L. _.a - �2 I `L. \ 0�F Lm 00, 7 L J I2 4@IZT Dt-,)LS 4 AF .�, l�l� Id": �� UET !. ,�, /` N w 0 l 11 2 o EMeEC)NIENT '(�jIG G ,� � , �2L� it1 Zv ! t �i w w � � � ZZ � � , t P�►F�. FC' j Z x 2 i�c I °I � I� ---�` DETe.I L! l o ' ��, � `� / mm � � � y ISM iLEV.TYI:? 1 8 5n SL�� S 1 ( i� Q 4 I ,1 1 _ _� 11 5 �7 �" St I� � II w cn �, = TS Io�Iq Ga. AN4 II II c --� 4 4 cow ��� E w 1 — i t~ _ a Fbf zoL - I �clCe KILO" l - 2 eD II II F. z tV W Z r i �/ - _.?_.- .. I►J F " $,2"� I __ I I t4 Q �k-- - - P ASS f I''x 511,�1'-0" I' DETAi L 9 'Z-I ' A,.e, w� IL C2 �It �-o N �GT' 1 c�N 8 D E.TA I L,.. 9 D ETA I L 1 O _ �EA\M F-L ielyAT i a� '� I''°'' ---- ° NOTES: oneIZ" = I�ON i . FOR TYPICAL DETAILS AND GFNERAI NOTES SEE 2 I ' 2. ['4:-9 DENOTES BOTTQM OF FOOTING ELEVATION. 3 3. WELDED WIRE FABRIC SHALL BE SUPPLIED IN FLAT r- `.'/ SHEETS. 4. THE CONTRACTOR SHALL SUBMIT TO THE ARCHITECT � FOR REVIEW A PLAN LOCATING SLAB CONTROL U a I JOINTS. CONTROL JOINTS (C.J. ) MAY BE 0 CONSTRUCTION JOINTS (CST.J.) OR SAWN JOINTS ,, ,4y2 Co'� , (S.J. ) 1/4 DEPTH OF THE SLAB. REFER TO I2z 04,PWLS.612' 60 �u ApRo*1 4ZI' �O 4 TYPICAL SLAB ON GRADE DETAIL ON DRAWING S3. Q TS L 39-4� S L p. _ + � , Tow 3��-� 5� � UzNt TSL "58.51� T Y'�! I' *4 _T 4, Ili �/ERT For. wG►JF Fort c6liJF Fc , r ,tiF ,e,eF_ SEc.f. I swi. 3 � v :4 it Hol;Z. _ _� Z ! 77 f 10 SECT . 1 O 4I,L HOCiz _ vu - 4 4Z� N V 6�'i SEc..-r10 N 2 � ,"( 1DN 3 �.C.•T'"I oN 4- ,T•I ©N CL SECT oN SECTION 7 BOLTON & DiMARTINO INC '� ► �, , ,• ►�2' _ `+-0" �/2 _ 1+_0' CONSULTING STRUCTURAL ENGINEERS 1tt ��;., �M��IroM IZ >< (_Oa 2 • I' G � I' o 60 Franklin Street +Worcester MA' 01608 ' ISM-�' Co O' ! - '_a I ('- 3 15 �.01 5l- i 181,�„ I�i.1O� �j•o -7 �ll I�l- 4u of co T ST= 5(2:: - 2 sT G,5'-Or TST.s w o x Zz 2'42. 1 — �--- ot DETA►1 L A rL V I - 11 V00 t� LOW FZc�p F i �C _ y IQ Hg1E� N - 0 - � �� o ¢ w�oX+2 w 10422(- 2'�2) y X �22 6,I►ox22 2'z W!2x2d'o 21Z WITP, Up (•2'Z � s� w L x ZCv "7� W 1.4-x '2 t•°f ��.o -- — — — w 2 L G► C-2 2�^ w la 2 2 ) (' - N - - --_- _---___- -- 2 M e)R15 - - Q I ' N ►► 1- 0 N W Y O �' x 1 �i 0 I cDl 1 f- w10 3 10 — -"— -- -- -- - s 1�_ I oc o. v I� �. N I 1 4-ISKI 9 p wCN c� c�` �` cn ,r �`.c � , � 1 O X w 10%12 __-'� Y Y �j p p �l CA KA `! 4 Q 0 Y `X x 'n i ' — _ Z ~ 3 01 ct W x iD _ 2- ZI o ap ap `Q `- — i t4 N 0 Q = ►• C 3 Ian - - - 3 ( 9 a _� �� 3 -� �,, 00 N K I , -- - - - 3 I 'v -- - - - _ I --- — — - — — -- --- -- - - - I N Z w o t Lu Q - I� N x I 5@ Co - 4Yb E1�1. cr Q = I mj w n oft ►� _ / � � � � 32U '7�I I M Q 3 �` +Q w12 � 2Co •2t't� � U � 2�, (-'1' ,� W 21x4+ C- Vz) w Io,c22 ('2 ?) I ►•�w I(cx,5 7 4 - - f 12x2<o C-ZZ� -- - -- - — - - - �� O Tc� GoMPL,( ( - - = Z vi- ICNT CONCRETE SLAB I� tV t�� �/�.I. RE.QLJ! SEMEN TS CT`("P� I �°° W ' �xo - wz. IxW2. l W.W.F . AND Id' ck - , — r�IN. 2 Rct-.IS T oM �HOR © zIDGINy i / _ w r GAGE �(GAI.V. ) UFS FORM DiC - — =' - = F'E Z SJ.1 . U LI �Er.�IJI E.M E►J T��, CTY'�' ) I �=`= / _ - — -- — --- _ 2 V 2 ,p a AlEIDING WASHERS ARE•.R(OrUIRf ;. f N N N k �- K c�K c� cK I 1.0 I0K % S3 o ,sISH FLOOR EL 5I ' 3" i 1D,2 '7S N 1 y N I Y -- 4 x y x �[ , N �7 L X X N I �( N I(�(' N / g - 2~�VF N T NJrr �4x ,x ¢ N z o . \¢ � I O tNWi < O .., - �:�t ram+I L.A.R H AN G E 2 C1'Y F?) o�,�� i COM ! _ I2x'1-l� C'22) --H 'j ►� , — — N _.. �IIZLoo as ' �L..EV�T"1oN - - �- 4J � : �Ms � a V YI - t � -00 40 Nil X Mi - 1 a0 �L ¢�c 3 is �!4 W j5L,fIZxIq - --- C-- — 3�, --- B►�2 — - / '4. 4*NC- TV U w S K 2g ( W 1vx22 C-2'Z) I2 K'1L(2 t•J I2K2(c (2'2) �— 0 CASE TY PE E+ \ ( 0 0 F �4x 3 x 14- HA►JU F-" (•Y F.) .N > f-lE.ZZA I E FRA►''i I NCa PLAN `� ;,�" i FBI I I NG FLAN _ s3 c I a FoR DETA 1 L`� ►,bT ;� s // SHc�wN SSE R00F x w vi 5 3 FRAMeN� PLAN F�� U.��Y F�.o.MIN� O a c D�.Z � , ' ♦- 'L I � � �.�EE ARGH ITEGTuCAI_ � BRACING NOTES: O` ,f 16 � Z � 1 . THE BRACING ELEVATIONS ARE s INTENDED ONLY AS A SCHEMATIC y 1Zx ( 4+ (n Z R PRESENTAT ION. REFER TO - -- - - .._ _�_ _ _ / t O Q yam. g PANS, SECTIONS, AND DETAILS F D ETD rS FOR ADDITIONAL INFORMATION. 2 . CONNECTIONS FOR THE BRACES tY SHALL BE DESIGNED FOR FORCES -- �- INDICATED. ART ROOF P �----A ss NT ANC.E ALTERNATE NO, I COL. r"?-�F (�Ol. . ?�� NOTES: FOR TYPICAL DETAILS AND GENERAL NOTES SEE DRAWING - WELDED MIRE FABRIC SHALL BE SUPPLIED 1N FLAT SHEEIS. E .EGTIOE.J ELT VJ' 3. SEE PLAN FOR TOP OF STFEL EI EVAT IONS (TST) . 4 . WEIOING WAS14FRS AR REOUTRED FOR ATTACHMENT OF METAL - 5�' � j P i L 00R DFCK iU I;! S1 RUCi LWE . 5. ROOF JOISTS _,HA, L BE DESIGNED FOR A NET WINO UPLIFT •ft' D� a TS. FORCE OF 27 f)CAJWS PFR SOUAR' FOOT (PSF) WITHIN TEN U ll GJL _ !-GG'�QhJtr� 3 STi�r W (,pL t.J COL. _-_- �" t T I BUILDINt� PERIMLTFR AND 8 PSF ELSEWHERE . w �' _ C•0' ) DENOTES PLUS UR MINUS DIMENSION FROM HIGH � _ M Ni iJP OF STt.FL CLEVATION. w XTEND IOARI14G SLtAiS OF JOIST 1 " '",INTMUM PAST a n � I 1�.P - . I`:TERi :YF �?I `„I✓P'�'TS o WOiLKINGT � � is Z T - IZEF-ErZ To Go��U r1 I.! s � ce a� 7 T'�I L- T L. b D�T�•� L... G D�'T`Al L- C� BOLTON & DiMARTINO INC . E)R 5/s pis E.ICSI'Ei ) �� IN L. „� � � A�J � TAI I CONSULTING STRUCTURAL ENGINEERS 60 Franklin Street Worcester MA 01608 2 r-" 00t M ! 07W. AL re AxTe M.4 *0{ GENERAL NOTES 0 'Xs C?I�►• ALLAWIW41 0.0 Hft. PWOM TRriE IWIP ©I` . : O'W t. PV U IZ TO TH IE &SLO W N I NA 9* AN LIVE. LOADS r-O• ; •Q• Al2.1AG9i4T ROUC. N �„ 1 . Roof (Basic Snow. lone 1 ) . . . . . . . . . . . . . . . .25 psf ?tR•lx. 4o '�' adoL. JQ1�1 - H I'a► G.ON 2. ,Wind. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . I . . . . . . . . . . . . ..Zone 1. Exl7osure C #4 G I G" *� 3�-O'� l..ur�41 t�ZL1 GTk�tJ ..10 t�tT'''S 4R 3. Seismic: Massachusetts Building Code AT ��KT JT- '4A*W►� J01WTS . SAW GILT 3 12 4 GG3N'r FOUNDATION NOTES ... u W �. 'oil '4 mPTH d� 1 . Foundations designed for maximum soil bearing pressure of 2.0 ksf.. Iz WITH N T4 NrZ� Or PRT W.W. 2. Elevations for bottom of footings as determined by the plans are G J- G• -�• anticipated for U •#Akft ATUP"Ny5 T. ``' `� x a undisturbed natural psoiloorecompacted granular gfillsapproved nby Owner' s MP GMP'S�G�OIy T il�tl EO �J/+►LVS Q Q ►,.� OtZ �"5 �a, ,c N Soil Engineer for the design load. No footing shall have its base Gp�.,u1"i higher than that Of any nearby footings or other excavation by more than half the shortest horizontal distance between them unless otherwise V I"'�`P C�tJT'5�t�E � ----To t"SATG►� " � shown on the plans . n s . OK POOVIPP. GdiZNI�R tC N�©,izGiNG ►�{D1�1fUtC� oho► Klc>ct G. J. `G©NTRG�t, JOtNT� p Z , �V►�C'S /�•S SHOWN � ` 3. Provide 12" of well -compacted, granular f i 11 approved by OwTrers' Soil � Engineer, and moisture barrier under all slabs on grade. 0 G. J. - Lt�1•J'STi2tJGTIC7� .�1wor SST,j) 1'1D15TU�g DAZIZ 19K 4 Do not p lace footings on frozen ground. w o _.1© ItVT 5. Do not backfitl against foundation walls until lateral supports, top and F-- " ' 4¢ �s' J' SEE G1!`r1ERAt NOTES bottom, are effective and walls are adequately braced. Q CONCRETE NOTES V � OP I A4.. �&i N 0$Z4 OP �'y p / A �! 14 .� L U M N � Strength at 28 days � W 1 1 ( (V�� ��"~� Qty T�P T TYP1406%L, D� Fze�jION 1 . All concrete unless otherwise noted. . . . . . . . . . . . . . . . 3000 psi cn +► +"'�" • ��+� © ����./' /E,m �G D��A' L Q� �,�r � All concrete for exterior work (Air Entrained) . . . . . . . . . . . . . . . . . .4000 psi Q `.1 o �'^�`�' L'�"-...,._D N '�j(.,.,,�� Q �A� 2. Reinforced A l l concrete work shall conform to the Building Code Requirements for V U01 e n orced Concrete of the American Concrete Institute. 0 w CN THi ` KN S55 Gat' i+ I04,0,� 3. Protective cover for reinforcement: Z f- 3 C4 a . Concrete placed against earth. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .3" Q = pNe ?UIGK.lJ�9 b. Formed concrete exposed to earth, weather. . . . . . . . . . . . . . . . . . . . . . . .2" E- V o0 C . Formed interior slabs. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .3/4" Z o V�IZ.l�S► ✓� -f 2 �' / MIN f r 4. Reinforcing bars shall conform to ASTM 615-60 Specifications for LL' TO MATGM HOl�i t. '�✓ �- J AG k. = �.N G ES 3Q c1Al2�,- g p w Q 0 WALL �.�1N�! dGNO B�AR.S TO '.p" �Z,� TD .� L�aNU STirsEN�c'_5 deformed billet steel bars for concrete reinforcement with 60,000 psi W. ej, WH9XR' C�C� r'il minimum yield point. ,,, HOi1Z. WALL 4W. �-OW 5. Controlled concrete shall be used and shall be proportioned, mixed, and W = iNI' (M iN. � TttJG� , GO`, - placed under supervision of an approved Concrete Control Engineer. u +A 6. In all slabs provide continuous #4 chair bars to support top bars or Q 3 l welded.wire fabric in slabs. Provide additional steel at openings as (, 000W shown on typical details, unless otherwise shown on the Drawings. Z Z ` Ilk ° -+_� 0 1 . Welded wire fabric shall be supplied in flat sheets. Z +.0 �� �, I 8. Reinforcing bars in slabs and walls 1 1 s she 11 be lapped 40 d iam:eters at ° 1 ` ° splices unless otherwise noted. UJ UJ NQ 1KXGI WA-r!CQrS) St-•�A;rL �` 2 P11N, ° �, �° 9. Provide key and K4 X 3' "-0" long @ 16" o.c. dowels at construction joints ►''L�P6 i I CO Ti-�I u N E W+'f IaOUT --1 f unless otherwise shown on the Drawings. '-" "'� �°i.!GE L AC�C�QU1•T� �f�►GtrJG� OR. ? ' 10. Reinforcing bars in foundation walls shall be continuous. Use lapped ,.•...... «.....r..r.. splices as rs as F'�L©T�.G'T1QfiJ Q�C '1'1.�E XjC�lL. f/ + ' =�� -"' T"1�L - U details wheregwallds inte�secdt to lapwith main hown on horizontalical corner reinforcemrent. t Sl�3s 3l�NC.a►T T� POP �CXJTINI.� 11 . All necessary sleeves and inserts are to be furnished and placed by the s<`� jST various trades in full cooperation with the Contractor. 'Z 11,d' ! 12. Provide #4 @ 12" horizontal and vertical i n all concrete walls and 2 05 W A continuous top and bottom of all concrete walls, unless otherwise a indicated• ' 13. Structuralo Drawings n the ashall be used in conjunction with Architectural, co G'� �T� NU� 5l.-�.�PE ��i•.� � " N �T�� '1�j �`✓� I �'',��.,, � �► ;"� «''�/� / ram,, /� Heating and Ventilating, Plumbing, and Electrical Drawings and these t I I + ��L• �,..•/"� i ID Drawings shall be referred to for sizes and location of openings, bents , • �?' :7�� Ci W4,L•Ls f=OC IWe..1 �"� t ,,� ,� "-•:r- /. �,,�y ,.. I pipes, inserts, boxes, and hangers. �`-'�"�' 11 ,,,.' a ,,., �i�,,.,• ..� f J �� I I C �� 14. Cut no bars, omit no bars on account of sleeves or duct openings in rOscTrs "" •""'""`'`-`�`�"� floors except as specifically detailed on the Drawings. Bars may be R moved aside without change of level. , �� €t m `�� �► � - � '„�p�x i xpr-4• 15. Pipes and sleeves embedded in concrete shall not be larger in outside x r X 1 - 4diameter than one -fourth the thickness of the slab, wall or beam in $ s , A?-1Cnpr E$pft!5 which they are embedded, nor shall they be placed closer than three (� ✓r,fe55 Jfre-wee► ��a*eT. a5li diameters o.c. , nor shall they be located so as to impair the strength A 1 Trf F. Fo IF- g �X* fix , -- ; -C� base ry�s� P >:� �EI< �I_ of the concrete. o CG� �4l.LT'( �" I �,., 16. Calcium chloride shall not. be used. IN `' _ f 11 + STRUCTURAL STEEL NOTES 4- 1 . Steel shall conform to ASTM Standard Specifications A- 36 "Structural p��'►� �- A _ p r' " 5 {Z� � , I Steel" as amended to date unless otherwise shown on Plans. Structural - Tubing shall conform to ASTM A500, Grade B, FY = 46 ksi . 2. Details, fabrication, and erection shall conform to the specification �- and to the latest Standard Specifications of the American Institute of C%r W LK _ >"'tt�1 ' �OtJ• . Steel Construction. pC � !i 4 T11",r,y SN %411e G.dail I -D M1tJ �MJM 7 M 3. Paint structural steel one shop coat. . a (t 4. No fabrication shall be started until Shop Drawings covering the work v7 -- -- A�T� A 3✓ ANi►- '� A B. I_ 2. Lo INTE121o� have been approved by the Architect in writing, and existing conditions H Z �L-T�• `��� ''r��s GowMt�l4 ) A►`1� 21-D" i''Iltii . and dimensions have been verified in the field. �� GTTQie G�X��.piN1AT� aJ� N jti�.�y�e S � I, 5 . All structural steel shall be shop welded or high-strength bolted. = w Q IN'?s iJ�s f ONS► i..! E,A�'I -r-Lf �. L_ Jr` U�'`/' '', For cp A Rv. (TYPES E,FG;4 H) Unless otherwise shown, field connections shall be made with torque CLU ALREVIATION� �/ /� ' �1 w ' controlled high-strength bolts. � �N(� JO��r ` �' 1�..� � /r'� �L-- � I P1C4'1l_ ��� UI " N ?,LA'jE, Ft p �TA� L 6. Provide fitted welded 3/8" web stiffener plates on each side of all � 0 D ADD'L . Additional beams seated on or supporting columns or seated on or supporting beams. = Q U ALT . Alternate 7. Metal deck shall conform to the "Specification for the Design of Cold < W N A.B. Anchor Bolt 4' r Formed Steel Structural Members" of the American Iron and Steel Z un aT N ROTATE Q Q ARCH. Are ,. iiect '�`� o . Institute (A1S1 ) . All metal deck shall he galvanized. J •�,/p p B.P. Bass Plate , I I G0L.. 90� COLUMN NOTES: 8• Individual columns shall stand plumb when connected by anchor bolts to = i 1 r !4� L.. ��� � r N1N BM. Beam 4 + • • 1 . THE COLUMN SCHEDULE IS their support and without benefit of guys or bracing within a tolerance 16 v>! BRG. Bearing INTENDED ONLY AS A SCHEMATIC of 3/4 in 30 feet.. 3 w Z • 9. Joist girders shall conform to the "Standard Specifications for Joist *r (n Z v - yi 10 TST �9'-9�� B. Bottom 3 „ f I p � �� �� REPRESENTATION. REFER TO � cn Q o ,r rl , 3 �i i u r -- COL . Column ¢ x II x o - it L„1/ { '6/111A 3 ,� I-4 w/ � '4 x8 xi-4 l,-J ¢ x S x 1-4 L.1 / PLANS, SECTIONS, AND DETAILS Girders" of thr� Stec? Joist Institute. q� _ CONC. Concrete 3 - ;°ep A t3 4 - I ' � A • 6. 4 I"c� f�. 4 - I"� A D. FORtAD0ITI0NAl INFORMATION. 10. Steel joists shall conform to the "Standard Specifications for Open Web 1 C.M.U. Concrete Masonry Unit Steel Joists K-Series" of the Steel Joist Institute. Open web steel R_Ef=r.R To OAT �. CST.J. Construction Joint _T-YF EE F_ _TYPE (,� '� P� H joists shall 'have aminimum 2 1;12" bearing. For wind uplift design 18 A9 FoR - �• CONT . Continuous �r T �pE H NC7TEC forces see notes on drawing S2. AD��t_ 1N�oRMAT�ON C .J.r Control Joint ,q _ C.x IQ 04 • •� 11 . Joist girders and open web steel joists with single angle, diagonals with ,IS f DIM Dimension �Q+ �r �4 _t0A,3 • • crimped ends shall not be used. W 6 SLOPE DWLS. e 1!� 11- 70 MATC.N DWG. Drawing 3 ' + i +' 3 " 3 ,� C_c�l. . V 7 i 4 x 8 x l -O IJ Ft � x b i SKYL r c,NT EA. Each .� �� 4 � � � 4 x O-9 x O-y w !�'- ¢ F"I OOR SYSTEMS _ E .F. Each Face 2" 8 0 A, E' . 2 -16144 A F, , 2 -7p,11,t A P. 2 - A P, 1 . Contractor shall be cognizant oT allowable construction live load and I12 TST 57- By2 E.W. Each Way plan his concrete placing operations accordingly so as to not overstress Tip �. TY ?� CI TY FP E D EL . Elevation , or damage the metal floor deck . Contractor shall verify with metal A E.J. Expansion Joint AS NOT EU PS' A a r-F_ TYPaS Mc�Tir floor deck manufacturer that his particular concrete placing operation 1 „� � ' EX. Extra ( in addition to) _ c. ... a�.--Ui�1 �i�1 � is compatible with type, gage, span, and length of the metal fictor deck O� 4M � y F.F. far face ThenContdractur shall include sufficient. concrete and shall arrange hi,- -0" T' ,���� � ``V � F .P. F ir+P Proofing _ . �^-� +r' ` inr o er at ions to ieve lev(, l f �oors cans idering the tU FDN. Foundation ��L �M � ��- �,� E. �./ �„� �„��. � Io, ir�� 1 p _ �_ ._...,-- . .... ._�.._,�....._.._.�...,�..�.... HOR. Horizontal deflection of the beams, irders, and metal deck under the load of newly p- E�vE A►•-IC,L.E REFER 9� I .F . Inside Face ,c��y orA placed concrete. The slab thickness given on the drawings is the TO ARGHt ^ Dh/vS FOR. L .W. Long Way CaL . MAQk. A2.� �3 (;t.9 �3 C.l DI E2 Ir3 F2 F3 F5 P7 16 2 6 G4 v5 G7 H7 T2 K7 L2 Lei L5 ' Lto'O2 minimum thickness. � W MAX. Maxim Q ,a,LL M1'SG, 1�lETAL� 1 5 ln/ 12 a F LATERAL STABILITY M. Middle H��H tz� co C.; o STIEF, F- A, Sr[)Q MIN. Minimum • M.S. Miscellaneous Steel '� 1 . The building derives its lateral stability from steel braces, concrete --I u+ 0 slabs, and metal roof and floor decks. All structural steel must be N.F. Near Face 0 � _ LZ tit AL i.ow � � temporarily braced until the building is laterally stable. C.C. On CenterI T Q OPP. Opposite INTENT OF THE STRUCTURAL DRAWINGS C& `l O.F. Outside Face 3 I . The intent of the Structural Drawings is to show the main structural z RFINF. Reinforcing S features and structural design for the 3 W Section .y g project. Architectural details e !r 3/ S. Sew ion �ZZANItJF_ N .ram N N x ,� 9 are shown incidentally only and not completely. Therefore, T,Zz0t2.1< *rC5 Lt� icp S.W. snort May >< ul Architectural Drawings must be used in conjunction with Structural � STL. Steel �y `y x x >t J � _ ,f ,. Z ao op ,� Drawings during all phases of construction. Discrepancies between � Ml:TAJ. PCGi!C EauPPv¢T�, " L4x3 @ �.�- PT'S, S.J. Sawn Joint x � � ri CO eo U � x N a� 00 �9 V. N t•, � '� '� M112�-J,Ay PE'rNeatq JOK7r4%T 'i? p J Q (] 9 t� Structural Drawings if not clarified in the Addenda at the request of STIFF Stiffener .� y +y x . Y ,� x x x x x x the Contractor, shall be brought to the attention of the Architect e -� ,4 ,M EL, SEA AReN, Dwc,�, T. Tap �� � � Lt � � � � S `� 00 � 4� � during the construction for clarifications. The Contractor shall take r �- '�------- TOC Top of Concrete GcoJ►JG t F- F- F- 3 3 3 3 3 3 3 o this into consideration in his bid. TY P I C.A,.L @, INLL 'S PAN URE L W 12 SEe T. 2 TOW Top of Wall d& JL BE /*�.M S SUP 9ZT 1 W v STE�.L w 8 SEc.T 2� TSL l csp of Slab CONSTRUCT ION LOADS w TSI Top of Stee ' trT'`I'OM '"� ._ _ '� _ '._ "� _ _ _� =� 1 . Under no circumstances shall the construction load on new or existing 0 TYp TYPicai , !;,,� _� -t `9 structures exceed the design load without specific written permission �/,� 1� , ` U.O.N. Wes% Othe, Not Q' �" ✓ T �� �T �, V 2i/A'f tON n t �r c� al ccl cn r ° a0 from the Architect. • Y. li+rrtieal M li_ ► + • p _ o„ W.W.F. tteT�s1 Wie.e fatJr, CC _ _ � fiB LTON & D� MART I NO INC W/ With `.+E TY 'E G E A "� A (,'« A N p A �; G ;..{� C ]A� CONSULTING STRUCTURAL ENGINEERS 60 Franklin Street Worcester MA 01608 S 3 E:,tTTS ¢'' sJ41l. 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' W sE� NkII a! W AVM tj K-rr A TI4J F�, - Uj Z/t" LEADER P rC i7EIAIL OWN, r-z ! z R00` DR.A I iLr {7(I'. f - ' FOR L SA/J. drJ 2•~�VF N T n�J�ss 5 t ,l/�041 KDJr`'� VAL Jf /1,1 yl&L 3�d. upAcc fst "vEK. Q �� y Z Irt SAr�. dP tv r 3A 911 YO _ 3''sA,l o,J AP r ,r ✓LAP fob — FlorC cFpfc r -I, 1/l"ea / n/ Z '/z 1"1�AS lPIPE Vf 7-0 ' Z' r4d. 0J �-�`— �i !�4, AC- Z . (7 4 M8N) P-►A - 4 a . I Z Fr!� — i f a A r ,SOP. ���� � Z ✓ S£F L U!I PL 1/Z" - O Z" ��► �Cclr/rinl J�1-f, - r, P� 11 I' liNf Pr PE Ur rd 3/4"C/4 A e - 1. (`14 M BP) CkJ J>' Z'' SAP. W r � z/L° ' ►yz'' W. ✓r �/ ... I/z CW j IlY" Ho l , ( I,/Z•. b��J CF ALE F S JrrICE i ► S I Z/z' LFADE�. J� ro Z"J, �� I \� Z, C �� Zvi~�A� �0oF D ►+Ur1 »'r rare cCr�Ia4 srAcE. �,► of IcE fco �--� z) Z►�s'' CAS I�a" OATf K M t fFIC A/J D 34L ✓AL✓E r 0J1;N / " SACKFLdr~/ I'RJ5✓EjJ1ER A00 1/Z., C;,! Dom' TO F,PS.G. N , v 5 Me r6r far /rR/ ATn1J. S►�t7�Jvl, fr3'C 7., 7 ' Z' LE,ADfi< ✓A/_✓E Ir., 1,J/•1L! i„/rlra N Pr o✓1vt I" aA!4 ✓Az✓f 01A Fv7'l ZE T"k2l1 Rovf v�al�r. C>Yr' �c c E is covE/ r✓�/JIJECy,®�f RY /h'K'+�jAnJ�l s1��fF,/r, G FO,: Z� ... > t- MEZZ4NINE PLUMBING PART PLAIN i,Jsr✓�LL�x. rFf_ oET,a,c p-z. � � U) 0 I/Z dW rQ O � 1/8 ' I - 0 - a 1 ' V. ✓P Z = II✓Z., cIr10E�lIRvv�Id IdA Ck SERVICN 3V /t; DI✓rSru,o-1 Z IWO U/JVEk4P,U,JP1,) �AS 11 � Z" tod. i � SEKille ° er LdCAL yAt U-r/C/Yy', i)F_LIVCR`( CF/JrE1 ,/2 Ci✓ O a Q CIV15-10iJ /5700 4-Af P10114 366J .lS J Se. Ar MEr ,FJ° OU1LE>. Dr✓lrlO.,1 ISZJO F- �/ArEJ° Plflll,� �& vS /0,-0" Our W 2 f-pOM Go✓�OAT1✓iJ, COORPO"ATc 0 0 4 �/ArEx . Pl Play �//t'rl Di✓Jsio�l t . � m = PIPE SIZE TO I'XTURE SCHEDULE FIXTURE SYMB, S/w VENT w Hw WATER CL SSE T F_►1A, P 4' z 1/z - F/RS T FLOOR PLUM6I NG PLAN URINAL �z N Z,, LAVATORY MOP RECEPTOR P-4 z I/z K/TCHEN SINK A z /Yz `/z., r�Z. W WATER COOLER - o r W H EGE"ID rta�caNr SANITARY PIPING UNDERGROUND >;o ROvF vr',A„J Plfld I I,,,IdER4kd4I,9 �===j `WATER SUPPLY UNDERGROUND f—K Pc)0F URA IN' r1Pl►JCI 2 Z ,r~ s =1 GAS PIPt^1G UNDERGROUND is HOSE ISIS6Cr N f----- 4 SANITARY PIPING J-- G --4 GAS PIPING Z.W. ►yJolRr_cr WAsrE z � � f----4 COLD WATER PIPING f-----•-I HOT WATER PIPING 1--- -! VENT PIPING Or �--�, PIPE RISE UP O Z t---� PIPE DROP DOWN -j Q GATE VALVE F--Cat--f BALL VALVE P - 1 DRAWING NOTES WATER METER 0 Q j- FREEZE-PROOF SILL COCK (FPSC) 1 . Roof drain locations shall be coordinated with Architect ' s roof d ►. FLOOR DRAIN plan. EQUIPMENT ABBREVIATION 2 . Fixture mounting heights shall be coordinated with Architect ' s EQUIPMENT NUMBER enlarged toilet room plans and elevations . a P1 G� SET SPECIFICATION SECTION 15400: PLUY48ING S�EC� F1�p SECa�lt7�1'.Y < Q u � � o ca 1, Furnish labor, materials and equipment necessary for completion P� of all work shown on the plumbing drawings. COLD WATE11 VI�I ✓ yti L 2. Plumbing drawings show general arrangement of piping, equipment, MAME �f f�CflM A�56rl bt Y 4 eWeEP ?tfe FOR /'ri/rAff j J WCO etc. Follow as closely as actual building construction and work of other trades will permit. Consider architectural and ME1E�. Ca4lEdri0if TD 112R.I4ATIOd structural drawings part of this work insofar as these drawings cis-L� ELECTRIC HOT WATER HEATER SCHEDULE furnish information relating to the design n and construction of building. These drawings take precedence over plumbing drawings. r 3. Submit five copies of shop drawings on all materials, sealants, NA T equipment and systems to Architect for approval. --: DESIG. MFR, I1 MODEL FGA(� (AP CAPGPH) K 'N VOLTS PHASE oNEN REM. 4. Perform work in accordance with applicable provisions of State ¢• '4�'O" A(SCJ�/t r I.�URC . - and local building, plumbing and fire protection codes. In case Uw of differences between building codes, state laws, local yet EWf"I- t A,0. �M/f1l 6 L f- G �o - /, S Z,ct ; �/4,. � Z 1`+ ordinances, utility regulations and Contract Documents, the most stringent shall govern. 15TKA11HL,C bAl L. VAL-VE, (rYrIcAt., S ) IIrr - a 5. Pay all fees for permits and inspections required to accomplish E WH_ Z _2 the work of this Section. Pay fee for new water service meter. AIK CwAe BACKfLOV ?Kei(,Et17-eg -- IWAY'M W 6. Provide the Owner with three copies of operation and maintenance instructions for all systems and equipment furnished by this Q Section. Complete catalog data, installation data, wiring �'� _ •s diagrams, control drawings, and manufacturer's information, as h NI' O Gk Eqi AL UJ U < well as written instructions, shall be included for the IZVN FLVLL SIZE, J V15C-4044 0071117E !pUL r""' O I maintenance and operation of all systems. OF- JUTL,,-r AT AT 4RAPE Ix7. Provide instruction periods as required to adequately instruct VAtvr, TU FLCJOI►= .,..� N t!) r-am o the Owner in the proper operation and maintenance of all / equipment and systems installed under this Section. A0i1 fIr'E TO AI�O/D ! o Q �"" w 8. Coordinate work of various trades in installing interrelated Fi.(Julz- a �} U o' work. before installation of plumbing items, make proper >�JMAat� �1A�E!* �� O � o` CN provision to avoid interferences. Changes required in work caused kid M EIrr-K, �' C14 by neglect to do so shell be made at no cost to the Owner. """'►"4r" ----"�" z � Z ~ 3 9. If approva)• is received to use other than specified items, ' :5 Q R01 . responsibility for specified capacities and insuring that items ���� \ ,sue' :r _ furnished will fit space available lies with this Contractor. Any Tt'.Ar,fAVleI>ti 1'�&t�j4,r fj U ou additional work required will be accomplished at no cost to the z W w 0 Owner. Ci Ulf VALVE � CD W Q ui o 10. support suspended pipe on eight foot centers; provide a support �vrA� at each elbow. Hangers shall be adjustable, malleable iron clevis v4 W04 IfW Kfr— Z V cn type with insulation inside hanger; provide insulation protecting ,.... j LlJ = sheet metal saddles. Make connections of dissimilar metal piping u' r: DC Q with insulating couplings. L1_ v�L✓!i /,fynl W N � e 3 11 . Provide sleeves around pipe passing through floors, walls, f'pl✓E l✓I�l�( ( / Q cc partitions or structural members. Sleeves shall be standard �1 �� ___ W weight galvanized pipe, two sizes larger than pipe or insulation. < Seal sleeves with approved intumescent silicone fireseal caulking Z compound by Dow-Corning. f 12. Test all piping systems in accordance with codes. {Y -—{x.'}---; j 13. Install main water meter furnished by Hyannis water Department in REDUCED PRESSURE I-ACKFLOW PREVENTER DETAIL - w location shown and in accordance with their requirements, Provide UNtQ tJ /fy�) �__ __ _ W 3/4" secondary water meter to be Hersey model MVR 30, with Watts N S CAL E 11 model 909SUT reduced pressure backflow preventer for lawn W irrigation system; pipe as shown on the drawings. 14. Install electric water heaters in locations shown on the a� • sti3Sn drawings. Water heater to be A.O. Smith ELJ-6, 6 gallon, 1500 1400 V t A6?VM TA r 4t watt, 120 volt. Provide temperature/ pressure relief valve, Watts C U�. GENT Q Ufa N36 vacuum breaker, and drain valve; pipe in accordance with fv' fr► CNNLhL P)Pt Code ¢ o y y 15. Materials: W t.G TEMP If��� t" / t .! ` o x z a. Domestic hot and cold water: Type L hard drawn copper, wrought (IQNZI& � VOMN INMO WAIF copper fittings, 95/5 sweat joints per Code. �si� 1181 4+1" b. Underground storm, sanitary 6 vent: Service weight single--hub L�� 1�u �v( PAd cast iron coated with tar and asphaltum, poured lead and oakum joints or rubber gaskets per ASTM C564; Schedule 40 PVC with fused joints may be used if allowed by the local Plumbing Inspector. 'IPAp, C. Above ground storm, sanitary 6 vent: Service weight single-hub or no-hub cast iron, mechanical joint with neoprene gaskets. d. Gas piping: Schedule 40 black steel pipe with screwed joints Lv(a5 , ,• / ��NCr�'c�� \�, v I���AIL WI1rf,G below 4 inches, and welded joints 4 inch and above. Provide Z p�IN Ail/6 . NEAlf— m hNFcj V coats of rustproof primer and 1 finish coats of rustproof paint i on all outdoor gas piping. 4Y /;if 16. Install piping systems so that they may be easily drained. Install shut-off valves on hot and cold water at all equipment and fixtures and at branch connections to the main. �/ WOVIOC VILAIJI PAID 17. Insulate hot and cold water piping and horizontal storm drain piping with one inch thick fiberglass insulation faced with ASJ. Insulate fittings with preformed fittA ng insulation and PVC fitting covers. All insulation shall be installed in strict sf-V �,_ �`N F1),�\ �•,��� I accordance with the manufacturer's instructions. 18. Sanitary, vent: and storm piping installation: Provide cleanouts at every 90 degree change in direction and every 100 feet of horizontal run; extend to accessible surface and furnish access cover. Grade storm, soil and waste pipes within building .. perimeter 1/4 inch per foot in direction of flow. Vent waste LL) system to atmosphere; discharge 14 inches above roof . /� /� 111 19. Provide freeze-proof sill cocks in the locations shown on the ELECTRIC WA T ER HEATER D E T4 1 L � drawings, Woodford model B75, 3/4" automatic draining, polished �- brass concealed type with box and cover, vacuum breaker, and C.-�N�'�' �-�= `�\N- �. �� l t' l NT S C!) loose tee key furnished with each dnit. (n 20. Provide chrome plated hose bibbs in the toilet rooms where shown, Z UJ Woodford model 24P, 1/2" , with vacuum breaker and loose tee key low > Imo„ furnished with each unit. 'C 1LJ , 21. Plumbing Fixtures: or a- W a. P -- 1 Water closet: American Standard 2292.203 elongated Cadet M� U) V) tank type, 1.5 gal/flush floor mount with bolt caps and Olsonite �//� Q /`� q supply white closed front seat and cover. Provide chrome plated 0 E TA I L - YARD �L EA N O U T � < supply stop and flexible tubing. ��.. g b. P - 1H Water closet: American Standard 2168. 128 elongated 18" N T Z high Cadet tank type, 1 .5 gal/flush floor mount with bolt caps Z ,) and Olsonite f34 white closed front seat and cover. Provide chrome plated supply stop and flexible tubing. _ _J C. P - lA Water closet: American Standard 2139. 116 round front Plebe tank type, 1 .5 gal/flush floor mount with bolt caps and Olsonite L I- #30 white closed front seat and cover. Provide chrome plated 3 W Z supply stop and flexible tubing. *i (n Z Ln d. P -- 2 Urinal: American Standard 6501 .010 washbrook, vitreous ' Q china, with wall hangers and Sloan Royal 186 top spud flush valve. e. P - 2H Urinal: Same as P - 2, except mounted with top of rim 15 Z ✓T EWN --3 ✓•% K. inches above the finished floor. 2 f. P - 3 Lavatory: American Standard 0195.073, Roxalyn wall hung, 20" x 18" , vitreous china; 2103. 151 centerset faucet with lever - - - - -7 f3 - -i handles and pop-up waste. Provide chair carrier with 2" chrome - plated spacers, chrome plated stops, flexible tubing, trap and - 2 -- tailpiece to wall. � 11Z Ile 3/* g. P - 3H Lavatory: American Standard 0195.289, Roxalyn wall hung, I I �Z , 24" x 20", vitreous china; 7516. 172 gooseneck centerset faucet z I O/l 31�' III ill ��z with wrist blade handles and 7723.018 grid drain waste. Provide chair carrier with 2" spacers, chrome plated supply stops, flexible tubing, trap and tailpiece to wall. h. P - 3A Countertop Lavatory: American Standard 0475.020, Aqualyn, l Z1�2 1 Inf + I + � -r �� •— 20" x 17", vitreous china; 2238.582 spread faucet. with wrist I 7—-- -- blade handles and pop-up waste. Provide chrome plated stops, I PZ � ' � ( 4 In,• . 1 I' f- TA � flexible tubing, trap and tailpiece to wall. i. P - 4 Mop Receptor: Fiat MSB-3624, 36" x 24" x 10" high, p_ I Zr P"s stainless steal drain with flat strainer. Provide Fiat 1830-AA Z L!� �/i I�z COLS k1A7Er� chrome plated faucet with brace and integral vacuum breaker, �Z *. -- zi_ - Z' 1�1:' �jz I - - - - -- - - T -�- -� FiC�M Sr=PRICE V I«832-AA hose and hanger, and f889-CC �aop hanger. 4-` Co 1 tl1 j. P - 5 Sink: stainless steel counter sink integral with cabinets ¢" Z' - -I _ Q provided by General Contractor. Provide Delta model 300 deck I/L' I�/c'' I �h r' mounted faucet with spray. Provide water and waste service as 3/4' W called out on the drawings. I I ✓ �I,/� a k. P - 5A Sink: Just SL-1515-A--GR, Type 304, 18 gauge stainless 4 ��z q$ steel counter sink with J-35 cup strainer and 1 1/2" tailpiece. I � r l TI�I III 1 Provide Just model J--1174KS deck mounted swivel gooseneck faucet I _� CE with 6" wrist blade handles. Provide water and waste service as i I k�1 P P called out on the drawings. r N I � A 120 � 1 P - 6 Water, Cooler; Halsey-Taylor model 6800WCM 8.0 GPH, cr volt, 5.5 amp, recessed type with projecting basin. Provide water �r?r� Cpv/r1�J/A71pE/ 2" * LLl and waste service as called out on the drawings. SCf FL®®� �'LAiI �` �° 12-1 Z' - .1 22. Provide trench drain in the location shown in the service bay, __-- -.------- -. -__-_-__--_ - -- _--- _ _ _ _ --_- Z Z J 5 Jay R. Smith 2710-F, 6 section, 15'-4 1/2" long x 12" wide, iron body, flashing clamp, dome strainer; provide sloping sections to ¢ 4 7 z ¢ a Q lLJ 4 drain in center section as shown. 23. Provide compressed air piping system around the perimeter of the service area, installed at 42" above the floor. System shall U include 3/4" Type L copper tubing, wrought copper fittings, 50/50 .. 11- V soldered joints, and female quick release type coupling every 20 O linear feet of piping. Install couplings pointing down, and /� 4 support piping from wall with threaded rods and F&M ring hangers. R I5 ER D IA G RA 1% 0) Cl) V) Pitch piping to drain, and provide ball type drain valves at all low points. Connect to compressor- unit provided b others for air } P mP P Y NTS service, and provide main disconnect valve with flexible tubing LL, Z connection to compressor regulator. Refer to Architect's floor a plans for exact location of air compressor. � � Q 0 a P 2 ly' � C04l,-J64 r 7"p ,11-106<ykOJA,v iS, Z A i 6LA)JK 1-` ApJje Ar FGovK LEWKL, 0 3" Dr! To FI KS> FLOt>E /� \\ h"1 _ �7E� N1E7.7AN/Nv��1..hN �....�.�.■... CEILI�� 19 TAtJIOVS � - 4 41A>ER Moroi FOR. colJnNuA.7inN a CLoSEr 1 / i ivdi Z 3" L) r >' o `� �� _ o 0 -— - M E Z Z. U4. UiO ,�,�l,�1,� �M ,. 'Gel{ , LL �--- d �7�Ic^41< Li.j V a L�' H LJI4c i Q room CdMrK r<sSo Z s>`R J,c an ,�r r',. �I ' � — � I � �_ � cn Uj 3 r SEE F L 0 o K PL A P r-1 _— e„r► N ,� �- LU Ln -o u a W N 01 � IF Ui N a MVt aE (Z) n�Y S i DE DIAL i AT�IkiI s> 0 �Aft, � W FF JP �/!j N EX YElJS i J�l S r=OE vJ�DttI or= VJA�r_ , r ' /yf� z�z" 3 , 00 W = __-- -- - — ' 0D 3 3 0 3 SEE FtovR (LAIj fd1C SF F ME 7_ZAA91 PGA,,I ko 0 Uj ,z W a `t o �C4�JfIh�OQTIU/r] 1" fpi CvAJShJ-,Ai1ON, Z1/t I SI�J1c1F'.;>>r1 Z Z o w w SALES CdtKiL ,AIJTS Uj Uj Uj r • ' ST 3snhJ`�� r SEA 1_E($ OFr=1 CLF S PIi i#1 K L E K'5 S'r1A L)- 6 E ! I � 0�1 ASJ✓E C E I L 04 EXACTLY CEO>Ef.Ep 1,j 1 , C E I L I d 4 'r! !_,E S J jJ -rW it AF-FA, F, !/ OFFICE I Z` IyL i �0�50 L44r (D7 /Ye I'li," ply rO a✓vIa afAM (n a MEZZANINE FIRE - PROTECT/ON PAk r PLAN C W tJ� to z a z W C w z (1) z DELI✓F_�; C�fE� � F/RS T FLOOR F/RE - PROTECTION �L4N -LEGEND -----------� P RIP IKL E R ►'IPING �--- D --+ DRAIN PIPING f � r -----v PIPING Rl.;E UP (J W - 4 PIPING r'RCP r-OWN - SUPPLY `WATER PIPING W �----� PENDENT TYPE SPRINKLER HEAL �` o f-----{}----� a PK t O T •r}'PE S PR i O K L E F, N EA.D f--- --N DRY 51nEWALL TYPO SPP.ItJKLEtZ 14E/-kD i 5 Y ❑S6Y TAMf'ERPRCiF VALVE NN _.,. I �---�J------� CHECK VALVE Q f--- r!Od S'•lITCH O U' © O r I"L J FP - 1 DRAWING NOTES W V (Y C,- 1 . All work shall be in accordance with the specification, - NFPA 13, p tQ CL F and the Hyannis Fire Department requirements . 2 . Sprinkler head locations shall be coordinated with Architect ' s reflected ceiling plan. r FP 1 w r i <J G�UstT T S O4, b, t Eft 4 IN5TALL CENTERLINE OF ASSEMBLY TO SE A MIN OF 78" FROM FINISHED SURFACE OF ADJACENT WALL. CONNECT TO BLANK FLANGE TAMPER 5W I TC H V 14 AT FLOOR LEVEL BY (T YP 1 CA L) V ZOD pIVt510N 2. �.. w o 05 � Y 1/4LVE Q (TYPICAL) W SPECIFICATION SEC`1'ION 15200 : FIRE PROTECTION O CK n 1 . Furnish labor, materials and equipment necessary for completion o Q W r of all work shown on the fire protection drawings . Provide a10 Q v a complete fire suppression system including sprinkler heads , FROM JERVICE / j TO SYSTEM o (> w p `� piping, flow and tamper switches, valves and all other- devices Z 3 C., required by NFPA 13 and the Hyannis Fire Department . 1 < co -- a 2 . Fire protection drawings show general arrangement of piping, 7 P1 S TAND WITH ; (/'� s� P 9 9 3 P P 9, 4x4 FOOT 1-'!ATE, ! ��u'_,� = a = equipment, etc . Follow as closely as actual building construction Q < �- Z t,} ao and work of other trades will permit . Consider architectural and (TYPICAL) I Z W �' structural drawings part of this work insofar as these drawings 4 `` W c furnish information relating to the design and construction of FM Y IJNP APPROVED � M n building. These drawings take precedence over fire protection DOURL>= �:HCCK VALVh_ � ^ w = drawings . "' Ce v 3 . Submit five copies of shop drawings on all materials , sealants, ;� 3 equipment and systems, along with working drawings and hydraulic w z o Q calculations to Architect for approval . , / UJ < Z 4 . Pay all fees for permits and inspections required to accomplish �_� VQ LE CHECK LV� ASSEMBLY u� TAIL Z _ ? Z the work on -he Drawings . �,.�, .. w 5 . Provide the Owner with three copies of operation and maintenance iV T J ,pR J instructions for all systems and equipment -furnished by this '�✓� _ ,�, Section. Complete catalog data, installation data, wiring diagrams , control drawings , and manufacturer' s information, as W well as written instructions, shall be included for the maintenance and operation of all systems . Q o� S1i3r,, 6 . Provide instruction periods as required to adequately instruct s�~� ANT "'}s the Owner in the proper operation and maintenance of all equipment and systems installed under this Section. � o e � � < to 7 . Coordinate work of various trades in installing interrelated ` Z o � work. Before installation of fire protection items, make proper Ys,y'�►af �'�� provision to avoid interferences . Changes required in work caused �3a� _ CO by neglect to do so shall be made at no cost to the Owner . --FLOW SWITCH 8 . If approval is received to use other than specified items , responsibility for specified capacities and insuring that items r❑ FIRE PROTECTION SYSTEM furnished will fit spcice available lies with this Contractor . Any DEPARTMENT additional work required will be accomplished at no cost to the SAMESE CENNECTION Owner . 9 . Provide sleeves around pipe passing through floors, walls , _ ----T❑ WATER MOTLR GCNr. partitions or structural members . Sleeves shall be standard ALARM CHECK VALE ASSEMBLY RETARD CHAMBER weight galvanized pipe, two sizes larger than pipe or insulation. WITH PRESSLRE GAUGES. 9 9" P� P � 9 P P Seal sleeves with approved intumescent silicone fireseal caulking _ compound by Dow-Corning. r 10 . Above ground sprinkler piping shall be Schedule 40 black steel with cast or malleable iron fittings , 175 psi and threaded joints ' for piping 2" and smaller; larger than 2 " shall have mechanical joint fittings . 11 . Valves shall be of materials and weights required by NFPA . I — MAIN DRAIN standards, UL Listed and FM approved, 175 psi . Valves for main ! DOUBLE CHECK VALVE RUN FULL SIZE � 7UTLET control shall be OS&Y type, Kennedy 1566; provide tamper switch I — w ASSEMBLY i TO SPLASH dLCCK OU7510E for each normally open control valve . Drain valves shall be I ,PRINKLER RccM MUtL non-rising spindle, union bonnet, with cap and chain . Check valves shall be horizontal swing type. Alarm valve shall be Reliable Model E, with inlet and outlet pressure gauges . Provide � identification signs on all valves . ', '- " FL M AANM W U) -- - -- -- "'• > f-• UJ 12. Provide situaese connections arb required by Code and Fire cj UJ Department . Siamese shall be W.D. Allan 1276, 2 1/2" x 2 1 /2" x - - - _- --� C 0 4" , rough bronze finish, with "Auto Spkr" in raised letters . Z 2 13 . Sprinkler heads shall be fusible link spray type, UL listed and FM approved . In the service area and showroom, heads shall be plain brass upright type; heads in areas with finished ceiling Z shall be chrome-plated semi-recessed type, with chrome plated FIRE SERVICE DETAIL 0 Q � escutcheon . At the compressor and storage rooms, provide dry NTS — C sidewall type heads . Temperature rating shall be 165 degrees F . hN H N Provide spare heads, sprinkler cabinet and wrenches in accordance W with NFPA 13 . U) Q 14 . Provide flow switch by Muuller at the main sprinkler station. Q �, Provide tamper switch by Mueller at all normally open control c� valves . Switches shall be UL listed and FM approved. Switches shall be wired to alarm system by Division 16 . 15 . Provide Watts 7090SY or Ames 2000 DCV double check valve on the sprinkler service . Provide OS&Y gate valves with tamper switches on inlet and outlet . Unit shall be UL listed, FM approved and approved by the Mass . D. E .P. ' 16 . Sprinkler system shall be tested as required by NFPA Codes, local authorities and Insurance Company. Obtain written approval of installation by authorities and submit to Owner. 17 . Pipe sizing shall be based on hydraulic calculations; submit calculations with working drawings . Pipe sizing shown on drawings is based on pipe schedule and shall be used for pricing purposes only. Coordinate with Hyannis Fire Dept . and Hyannis Water Dist . to perform flow test at nearest hydrant for hydraulic calculations . Share flow data with town authorities . r. 18 . Design criteria : Design shall conform to requirements of U Massachusetts Building Code and NFPA 13, in addition to the W requirements of Hyannis Fire Department . Submit working drawings G signed and stamped by a Professional Engineer registered in *- Massachusetts to local authorities , Architect and Insurance a Underwriter for approval . Working plans shall show all data o required by NFPA No. 13 . All revisions required by review shall be incorporated and final plans submitted . _J 19 . Sprinkler coverage shall be in accordance with NFPA 13 for the L Q following occupancies : 1 LIJ Service are4 : Ordinary Hazard, Group 2; 130 SF per head . 0 Z Showroom: Ordinary Hazard, Group 1 ; 130 SF per head . 3 Z O Offices : Light Hazard; 225 SF per head. Q 0 F" q 20 . Sprinkler heads shall be centered on ceiling tiles where a U ceiling is installed. Provide additional heads as necessary to U produce symmetrical layout . Refer to Architect ' s reflected o Lu ceiling plan for final head locations . a 21 . Connect to flanged connection on water service piping by Division o+ 2 at the floor in the location shown. Install sprinkler piping u.W p tight to underside of structure to allow the highest possible W Cr Z ceiling. Support pipe from structure in accordance with NFPA 13 . © LLZ q a k FP 2 r , E: SSE z «� 2 Cr U) oz . A`., 8 C D � F G H ,J L E F G O Q E P °k� 0�'W00 eP If 1 �p ( K 11 U / R S D P ti S T� ✓I' 1 tar:T�v� / 4 \ G r c zx z x►t .,4 O 00 Two) L?eL& 2- //00 / _ JG too 4 is a I Z 5 Z ♦♦ ♦♦• V 6 ,r V Z , ti O z00 3 2 T — .,�,. v W I(. o 2 — — — TRAItJ�I� try S a STv Qy E T \ e„d TE C PALL 5702 /o p- R�ri i D y Q Lo�1c�l Rn f �-- 'I fir.✓�c� � z, -- fOK� _- „ IC • VE T O� ,,fir 90 Cowl pr.f s ,r F_F idm 00 oN H v' .,fir(, _ a o Q w Z c rox$ C o� \ ^7+Sx'6 t v I4 x I ,t--- E�i'CST f — �1 0 Q w M CN E TO A L______ 5 vs J0 ry rc I(ht� II D -� �' \ z � Z t~ 3 com FJ 7F_i� w p r+ ✓a i ✓D 10 S 1— v G � .1 ✓p/ !?S X V TO AG-4 T r2YF5 14�It Alt ff 160 Z Y ,� �c� _ ►� e .10 ' 200 �' `- �,yo yy, a Z cc W o i` oc s uco K C %' DDD 1 SrlOWrpoh� ... N W �- .- .5�41���! S1of E +✓AC- 3 o CC V 10AG.G . — '� W ' � 3 3 - 3 - -- ----- -- z Q 17r - Ac fo W 4 � 0 F�� �R. T xuvf C00#7- 11 ,JAT'g µf/IW SEC-r10A.1 -�^� } �„ G z v Z Z Z rid ./Z to' rS400 r/.l rNJS' AREA TJ -(yO 5 I' S D � P.2 S 25 Z g 8 E F TD AD-Z 4 i` 5 . Z F�'' I Zx 6 J rcG� 6 x G .� A C ^ > AY 01 D 7'►Z���`!1 DiCA t/� Pi*E . d� 3 > �r�h11hI ST�t�TryN , Il 2110 zoo _ L T _- _ f V Uj Jn p r Z s 1 6 3 pop ceUj 5;41. M Iz - /' _ w �Zof , � - i�xt P>;��✓iDc' SPEC �r�r Ev v,or�ERSLAr3 f�R t2xi2 AD Vtt4lCLE ExNq,�rr SYSTcM AS' sHOWAI, Z yiOa F_R -- J i!J wx Ex�Autt OvCf Q '�G,c 8 OPENED EIJD T ��QbEI_ 1>a J DO' �/JS7A!_L �I�E fC r FOt"� U/Ji7EKS(..A$ t YP S< G SFo � FD �► s c� NTr3rn sr - U� R � r Fv� � � a .�� � '`�.. SELL MOU'rk 1"0 ♦0' � 8.8 DJGf r� 7Nrs LVCarrpIJ. SJfPEri� `J 1� Dv T -�' FAN ,AtJP DJC7- rsF,OM S'rR,Jc+-rVKg Z /oo IO.b uP �G °` y W N , W 4 V d ,Er P P !J A C V EF Qrt 12i SCt4AR4E FAtJ 'T 412O ROOF (.�I/1� �4�+_s.S" CO+rSJL,� I' K- (���y !�'x p ; � I 5 EkrlA�s> � Z a Ro, F 16 { IZ•, 400<6llECV- ;EhJD WI-rl IZRG i r4� (e ! Vic ✓P rsr� liar ��� &FD SCjZFEjJ ADD FyQCk DkAF-r DAMPEP, 700 I ---- per z . coMM° - rj / I6x8 Z.A. 4 SA. leap .� 4 41 7Yi' E 2 � / �aVc rS Ur 4 Sx t Si7 I(o x P� SUPPLY AND F�K Z4x6 OEEdEO EtJU BULL /2K6 — 2�n1RN DuGTh �Owu Z , 5 M o L)n4 To 14;H" R E 7 00 A C U o f 4So v 4 1 AC 4,1 SD Illy DJc'f f KooF To AD-4 too Lie-, ro AC-Z 6 �ox4 _.. AA I 24 x Id, �UPC�.Y A•NP - „ \ gip( Q.GTU21, DUv(*2 pOW►4 it \ + u 'p - ♦ i J o x lu. ro � IZh2G TDEALRC S o><fr cE !- Ty'i S D �I; w FOB. x --- z S (� ___ - rn Nh t TIoN Pb w L ! o d - ---—� cc I- �4 GaNN�t0 piJGf' 1 t v �o nc-I N ET f�c c f z 1 > MEZZAnIINE HVLIC P�IRT PLAN 8xa�" - . , � �- 6+x$° - N W nLuyErY cEJrf Z '2 = a a z 0 Z , O a Q -- _� =16 J W z �+ cn z O � � LEGEND � ---- --- _-�� --- W I TN I"x I" ANC SINGLE LINED DUCTWORK �T"fit SUPPi_Y DUCT RISE UP )URN\i 'V ,�UC�T DETAIL. .�, SUPPLY DUCT TURN DOWN lJ— FIRST FLOOR H VA �, PLAN NTS RETI!RN/EXHAUST Dt,CT RISE UP 1/9'- (Y RETURN/EXHAUST DUCT TURN DOWN SUPPLY DIFFUSER RETURN/EXHAUST DIFFUSER 114" SCILE:►R PLATE DOOR 1 �--{---- SIDEWALL REGISTER f e 11�—ANGLE IRON DOOR FRAME *- U W F'NISHEJ 0 nM/'�M/VV'V�M FLEXIBLE DUCTWORK FLOOR ` #/ ,. ,",.y;� ANG'NSAQDLE�EEL t3GDY T SUPPLY AIR DIRECTION --�- RETURN/EXHAUST AIR DIRECTIONLU ---� V,D, VOLUME DAMPER I \ ___._ SET St;REAS J F.D. FIRE DAMPER 17' MAX. @ACKFILL Q',ER = Z Q UCD ! i cDUCT VU/ITf-I Lit++i. S` N —.yy---+"► �_�NLUER CUT DOOR 4" NEOPRENE � �� � � ►�J TUBING �` OR CRYSANL z lu Q 0- 1r ' ELECTRIC THERMOSTAT SPEC, IED `�..__...�..__ ._� r _ HVAC SYSTEM ZONING SCHEDULE o DUCT CL,>SS---�,.. I Q I -- / +3,�jKE? H �. _DRAWING NOTES O x x DIFFUSER/REGISTER ABBREVIATION ` EXTENSION O Z x x x SIZE PITCH 1" !"� 4tJ' - —+�- 1 , Register and diffuser locatio.as shall be coordinated with S stem Zone Dam er Room Served Thermostat o J Q I xxx CFH Architect ' s reflected ceiling plan . V- DUCT �" a SEAL ARID SCRE`JV AC-5 AD-1 Used Car & Finance Offices Slave EQUIPMENT ABBREVIATTCN \,---,!OINTS, THEN WRAP JOINTS AD-2 Sales & Sales Manager Offices Master CDC WITH wATERPROOF TAPE. AD-3 Parts & Service Offices Slave Q x FQUIPMENT CALL-CUT NUMBER 0 u- Q. a n i ^ '� AC-6 AD-4 Owner' s Office Master h— ---� R���� D�Cr �,U)�E�s�_As U J ERSLA FXH"UST DUCT J�Th�L —__._.. B _ _ AD-5 Corridor & Bookkeeping Slave _J aDv 3ACKO AFT DAMFFF- AD-6 Computer Room Slave AD-7 Training & Locker Room Slave 4 Z U r i `rc� mN a i Q d ,ar j Z ++ < Z ��kti RETURN REGISTER IN Y-0" DIAMETER SHEET BOTTOM OF DRUM. ' METAL DRUM LINED INSIDE OF DRUM WITH 1" ACOUSTICAL nh'WOD ACTS M RETURN INSULATION. CEFEC ro AirCNIrEd'r'S F't�EPIUk#. -__ PE- TAIL PRAW191 5' FOP ROOFTOP AIR CONDITIONING UNIT SCHEDULE For, rl4,fF W FOrilgATI101 Off' 1 `,c` _,.. cogs;K�cTha�l //1 rN/s I C:aPAC1 T I% Z G45 r,EAT Z 5 a H P VJFL�4 ..�.�... IAKE^ OcSIG. MFR. MODEL TOT_ SENS, IN JUT CFM S ,� REM. / 3 f!" ROUGH DIAMETER VOD HEXAGONAL SUPPLY / v PLENUM LINED WITH p � A C - P cAfr I EP 4-817.1DpQs 5'D, 6 351 C. '14 "�3, 'i /(;0 O.S'� 3�4 LOQ ? ZD 7 ( � � +� Z_ ACOUSTICAL L F_A✓E ¢ CC EA00 KA�.I C E _. _ , tfy 0 E: 16"x 1 s SUPPLY DUCT INSULATION. / _ _.. . ..__ ! -- L'P TO CONNECTION AT �E l.Otri! Ahoy L E FOt' !�C-2 ,� W 0 ROOFTOP AC UNIT. ,Ir AS rAS541 E. AC-3 48U PM* 3G. 4 ZC. 5 i I zoo 0, .S lfz SUBMIT SHOP DRAWINGS OF 10 x 24. 21Uk'N Q DRUM SHOWING DIMENSIONS, �.---- - f__-- CONSTRUCTION DETAILS, SUPPORT �� �'�? � AC -4 41�v�vuu_5 56 . 6 � 5. � I G o0 �.e" 314. � Zo � �,.. Q � DETAILS AND LINING INSTALLATION. °C ENLARGED PLAN OF SUPPLY RETURN DRUM AC-5 0WMWM o Q � W 10 _ _ __� _ _ . N V .�. / AC-6 48 DTaoa6 �Z, s 47. Jr �► Z00o / , 0 Z5. ICN NTS CIO" ?s+" �up�l Y W 0 _. -� Z ►- 3 � ' / (D oR EQ JA L Z Q _ o, Mr3N o V �3 r�.0✓ioE 'SPEC � FIE17 Z'' aIs posA13LE Z a UJ o I r,A✓/OE ALfF_"A'7'F_ 156L7r V1PIr/E 0 ALL U01 rr. W QuJ 84' 6OAITINUOU19 g"x PeovIDE THE FOLt-OWII Ks M/N/MUM %ovr-war aK AT E!� Ac wi r : , -I r So c om AG-2: /oo c-wM � N -2LF'_Y � I5TCK IN —. - I , Z r-- W RETURN CONNECTION, SUPPLY CONNECTION i 6O AG- 7 /DU c.iM A, -4 r 'f0 GR"1 ; AG-15 : Z00 GFNf ; AG ' GF/7, .... �G V RUN DUCT FULL SIZE RTU TOP Gf DRUM SHALL BE F� o� �� \� t � Yr ►-� 3 OF CONNECTION TO DRUM. \ 6" (+-) BELOW BOTTOM �. 10' WIDE x 24` NK#1 W :n Q \ FC Of ROOF DECK. P_" H x �UPPt~Y �-,lom �� WNED 1iVPPI-Y HEAT/NG VE�1TILATING UN/ T SCHEDULE ,�,,� � o --- REFER TO ARCHITECTURAL I GAS HEA T Z Z ^ "` SECTIONS FOR DIMENSIONS `AU PL-( A��UUh1D M_ INhID� OF HKAVM AGT`? � � w••� ON CONSTRUCTION WN>kRE l �� rt ���� DESIG. UFR, MODEL 1N OUT CF'+� h VOLT. PHASE R. LU I DRUM IS TO BE INSTALLED. W H V- 7 5"fER C ijJy T✓- 1 y o Jror S / 257 4 G, T 22n0 D, T/4L 70 8 3 Q Z Lid ,t4� ur�r4 SUPPORT INNER DRUM, �� s� G tN T s� OUTER DRUM ANDrtJ�l 'IytC-(� -`- _-- -- SUPPLY DUCTS FROM 1 t:ISO U' M OF HE,AD�iZ c, W STRUCTURE. Q oP EQjAL � � z _ �-i - (_ ._ t�Z UPAG/rY, IN ML'WH .._. /- ` 2i 1 ewe �'�''b COM�� IN RR / O MINIMUM Ol/rg:�rDB Abe 5-HA14.L'9 `7E7-AT' ZOO CFM, 1NrXeL6(X!/N)f (,✓l7h VSI1/4.d EXH^L/4fr BOTTOM 24x24 I5ytj�+ AND Pel -ovVe lzoo GiM L4"r-N VE_11"4 6"kH'4 � I7 �u1NN/NCs, OF DRUM 160 SUPPLY DUCT DETAIL - NEW VC HICL E DELIVERY- I" I.-0" SECTIONTHRU -SUPPLYZRETURN DRUM EXHAUST FAN SCHEDULE NTS - SPECTFICA'PION SEC`I'I+JN 15500: HVAC c SIG, 'VFq. I MODEL CFM SP HP GPM ✓OL T P'HASr ^A 1. Furnish labor, materials and equipment necessary for completion of all work shown on the HVAC drawings. -- ----- -- — 2. HVAC drawings show general arrangement of piping, ductwork, EF - 1 4ece decK 4• BO- v 300 0, 375 1/Z✓ I55'0 110 1 O equipment, etc. Follow as closely a6 actual building construction and work of other trades will permit. Consider architectural and structural drawings part of this work insofar atl these drawings EF- 2 Cl Tv' D ZOO 0. Z! f� 70 TOP Of NOZZLE SHALL furnish information relating to the design and construction of J 1" ACOUSTICAL BE 6" (+-) BELOW building. These drawings take precedence over HVAC drawings. 1 -- ZO�i '> , _ - _3 AKMOIJ /� F I ZUU Z. Is w LINING ----____ BOTTOM OF STRUCTURE. 3. Submit five copies of shop drawings on all materials, sealants, E F '�" equipment and systems to Architect for approval. W 4. Perform work in accordance with applicable provisions of State (D O K E QJA1. and local building, mechanical, plumbing and fire protection }- AIR NOZZLE TO BE AIR CONCEPTS codes. in case of differences between building codes, state laws, O fr'1POt/ll�E Zkq:;,�eZAeO, 3rR4? -;e�. N MODEL ANC-300-RD, 12" DIAMETER Local ordinances, utility regulations and Contract Documents, the to st stringent shall govern. Q3 �eOv7U� PAj-1AF.Q_1 � / A-7' C7SEhIECK SE4D THRV✓SH �Uc�►=. Z 14' ROUND DUCT _ �j �_... 5. Pay all fees for permits and inspections required to accomplish f9EOv/p0 V1C*EA7'10,N i,* 710N HM&PL-2 ANr' f�f/yRg:NO lA'WrFF?OM '/fR44a47AEC. E� UJ V the work of this Section. 6. Provide the Owner with three copies of operation and maintenance H W I instructions for all systems and equipment furnished by this 18. Provide motor starters for all equipment; starters shall be C. Hv- 1 : Provide ti d:ae clock to control occupied/ cycles. W PAINT BLACK BOTTOM OF DRUM SHALL BE r/ Section. Complete catalog data, installation data, wiring installed and wired by Division 16. All power wiring will be by Fan shall run continuously during occupied cycle; outside air diagrams, did manufacturer'sinformation, Division 16ll control wiring b by Si damper provide ventilation When� �--12` (+-) BELOW BOTTOM agrams, control drawings, an orma on, as on ; a conro wrng w e y t Section. amper s open to prove scheduled vent aton air. en Z3:INSIDE DUCT � well as written instructions, shall be included for the 19. Furnish the services of an independent control contractor to vehicle exhaust system is operating, ventilatio air shall be (,� OF NOZZLE. �. '� d I maintenance and operation of all systems. perform the necessary control system installation for this increased to make up air exhausted. When swit is in summer W 7. Provide instruction periods as required to adequately instruct project., Submit control contractor qualifications for approval . position, outside air damper shall be fully open during occupied Z 0 the Owner in the proper operation and maintenance of all Controls shall be electric; all control wiring shall be run in cycle. When switch is .in winter position, heating section shall Z � equipment and systems installed under this Section, conduit, and shall be in accordance with the Massachusetts cycle and two stage gas valve shall modulate to maintain J 8. Coordinate work of various trades in installing interrelated Electric Code. Submit complete wiring diagrams, equipment cuts, thermostat setpoint. Fan shall cycle with heating during work. Before installation of HVAC items, make proper provision to and functional descriptions of the control systems for approval. unoccupied cycle to satisfy night setback thermostat setting; C F- SECTION THROUGH SUPPLY REGISTER AT SUPPLY/ RETURN DRUM avoid interferences. Changes required in work caused by neglect 20. Provide Parker electronic zone damper control system by Carrier outside air damper shall be' closed. Provide 3 minute gas furnace W -" --� - to do so shall be made at: no cost to the Owner. for AC-5 and AC-6; zones shall be as scheduled on the drawings. warm-up prior to fan start and 3 minute cool down after furnace W NTS 9. If approval is received to use other than specified items, Provide master (with time clock) and slave thermostats in shuts down in unoccupied cycle. responsibility for specified capacities and insuring that items locations shown, and provide necessary controls to enable the .3. Provide the services of an independent balancing contractor to furnished will fit space available lies with this Contractor. Any specified sequence of operation. perform the specified balancing of the systems. Submit Y/ additional work required will be accomplished at no cost to the - contractor qualifications for approval . Submit testing and Owner. 21. Provide vehicle exhaust 6ystem by Car-Mon or. equal. System shall balancing procedures and balancing report format for approval 10. Ductwork: Galvanized steel fabricated and installed in accordance include Peabody Spunstrand underground fiberglass ductwork prior to performing balancing. Test all ducts for air tightness. with SMACNA "HVAC Metal Duct Standard"; minimum sheet thickness installed in trench in the indicated location, pitched upward Test all systems for proper operation and balance to design ROOF EXHAUST shall be 24 gauge. Duct branches may be insulated flexible duct, toward fan 1 inch in 40 feet; floor units with stainless steel requirements. Demonstrate proper operation of all systems to maximurn length 6 feet . Submit flex duct and she standard details body and duct saddle, 1/4" flush steel door with adjustable g p j Architect. Submit five copies of the testing and balancing report R►' FAN for approval . height above duct, model 864 TRS; flexible neoprene (NU type) 4" for approval . Report shall indicate design andlactual (before and 11. Provide flexible connectors at duct connections to all equipment. tubing 8' long for each floor opening; one dual extension hose after balancing) air quantities, motor characteristics, fan RPM, Provide volume dampers as abown and as required to balance assembly (NE type tubing) model 43 DT, 4" collar, 3" dia. , with and intake and discharge static pressures at all rooftop units PREFABRICATED system. Provide duct hangers not more than eight feet apart. 5' long hoses and wall clip for storage; model BX basket and exhaust fans. Report shall indicate design and actual CFM at FLASHING/COUNTER ROOF CURB RB Provide transitions as required by building structure. extension set for each floor unit in the underground duct, sized all air outlets and inlets; balance CFM to be within 10% of 12. Coordinate with Division 16 to install smoke detectors in the for the duct; centrifugal backward inclined exhaust fan in the design. Report shall indicate outside air temperature, and dry FLASH, Y 'J. supply duct at rooftop units AC-6 and HV-1; smoke detectors snall location shown, belt drive, ceiling suspension angle iron bulb and wet bulb temperature entering and leaving cooling coils be furnished and wired by Division 16, and installed by this platform for fan installation with beam clips and vibration and gas furnaces; furnish temperature data for both heating and Section. isolation hangers, Model 10, 1200 CFM Q 2.5" SP, 1 HP, 208 volt, cooling cycles. Calibrate all controls to provide control -- - 13, Insulate air conditioning supply & return ductwork with 1" 3 phase. Provide control switch with pilot light, and field sequences specified; mark all controls at balance position. fiberglass duct lining in all locations. All lining shall be coordinate location of switch. Install all components in r installed in accordance with the manufacturer's instructions. accordance with the manufacturer's instructions, and discharge �p �G�'M�N• the exhaust fan through the roof with a gooseneck bend, bird 0 . 14. Registery & Diftusecs: Sizes and capacity to be as shown. Supply screen and backdraft damper. ' diffuser (SD) : Metalaire Series 5000, 4-way blow unless noted 22• Stgu _ es_gf Operation: (� otherwise. Sidewall supply register (SSR) : Metalaire 2100HPD, a. AC - 1, 2, 3, 4: Fan shall run continuously during occupied W ., ` �, \, with subframe assembly, 0 degree deflection, continuous register tf cycle; outside air damper shall be open to provide scheduled C� �= assembly with endpieces, and model OBDE opposed blade damper. minimum ventilation air. On a call for heating, the gas furnace p. Sidewal.l return register (SRR) : to match SSR, without das{>Htr. shall energize, and shall operate until the thermostat is uw EXHAUST DUCT 13A CKDRA FT DAMPER Supply register SR Metalaire 2015 1.5 degree deflection down. satisfied. On a call for cooling, when the outside temperature is Q PP y g ( , ) g above 65 de rees 'F, the mechanical cooling cycle shall operate p Return register (RR) and exhaust register (ER) : Metalaire ttudel 9 9 Y P 4"X 4"X %' STL RHD, 45 degree deflection. Provide opposed blade damper on all until the thermostat is satisfied; when the outside temperature SOLDER ALL BOTTOM registers and diffusers, except SRR. Refer to Architect's is below 65 degrees F, economizer cycle shall operate and shall 4 "MIN, SUPPORT T Y P reflected ceiling plan for final location. modulate return and outside air intake dampers to deliver 55 AND CORNER SEAMS 4 15. Provide roof-mounted exhaust fans as scheduled. Fans shall be degree F supply air until the thermostat is satisfied. Cooling = UP EACH S!D E centrifugaltype, er, bird screen shall be locked out during unoccupied cycle. Fan shall cycle YP , with roof curb backdraft dam p and seven-day time clock control. Install as shown on the with heating during unoccupied cycle to satisfy night setback drawings. thermostat setting; outside air damper shall be closed. Provide OF EXHA tJS T FAN DE TAIL 16. Rooftop gas fired air conditioning units shall be provided three minute gas furnace warm-up prior to starting fan and three Z complete with all operating and safety controls standard from the minute cool down after furnace shuts down in unoccupied cycle. Q Q manufacturer, including low-ambient control, natural gas heater, b. AC - 5, 6: Fan shall run continuously during occupied cycle; N. T. S • and burner controls, capacities as scheduled on the drawings. outside air damper shall be open to provide scheduled ventilation o V) Q Z Provide 2" thick, 30% efficient throwaway filters and standard air. Zone damper "clawed" position shall be a minimum 26% open to 0 dry-bulb economizer cycle. Provide standard Carrier programmable allow continuous ventilation of spaces. Provide standard Parker �[ V) E-- OFF-HEAT-COOL-AUTO thermostats with night setback. Provide PVC system sequence of operation between master thermostat and slave E-- LQ Q condensate drain to roof surface. thermostats. Master stat controls unit operation. On a call for O W --1 r 17. Provide packaged gas fired heating and ventilating unit as heating, the gas furnace shall energize, and shall operate until scheduled on the drawings. unit shall be power vent, with spark the thermostat is satisfied. On a call for cooling, when the pI C] U_ ignition, two-stage gas control valve, roof curb, 2" thick, 30% outside temperature is above 65 degrees F, the mechanical cooling C> LU V efficient throwaway filters, and outdoor air intake hood. Unit cycle shall operate until the thermostat is satisfied; when the j Z Lll shall incorporate a centrifugal belt drive blower, indirect fired outside temperature is below 65 degrees F, economizer cycle shall W C) Q_ gas furnace, outdoor air intake and return air connection. Unit operate and shall modulate return and outside air intake dampers p Z V) In shall be AGA approved with aluminized steel heat exchanger, to deliver 55 degree F supply air until the thermostat is � o. burner and drip pan. Provide heating only type thermostat with satisfied. Cooling shall be locked out and outside air damper time clock, summer/winter switch, night set--back and locking closed during unoccupied cycle. Fan shall cycle with heating cover to control unit operation. Interlock unit with vehicle during unoccupied cycle to satisfy night setback thermostat exhaust systear as called for on the drawings. setting. Provide 3 minute furnace warm-up prior to fan start and 3 minute cool down after furnace shuts off in unoccupied cycle. H 2 • 4 Z U Symbol Legend ter I vF: p_.JIN(I$Q -TV .�. ��wAGE IMF' FACP fire alarm control panel r � FAAP fire alarm annunciator panel — p heat detector (rate of rise) � W AM,6. OF` heat detector (fixed temp.) -to - \ I smoke detector F manual pull station comb. horn/light duplex receptacle r- 1 OGhTE—- Ar-r O �--- lighting fixture � TsTaM Z � fighting fixture connected to To OI-IOfS _ N 9Q (NI emergency or night light system G \\ 2 \_ ram Gca- W o telephone outlet \ FT K wall mounted El floor mounted -, ' V Q rd; in panel system (final l f i \ \ 0 connection and device by others) 4-4 1I _ -1 1 � % ,o 7k similar devices reed in _ - �/ / I ® \\� ~ W o�' all contiguous workstations U ,G+ 0 LU OC N 3 N +.G Z p exit sign, Wuminated (arrow01 indicates direction to exit) rJG Q = � 00 (} time clock marryW Q W o 4 r-J1I switch (see rote below ) W data outlet IY v N wall mounted Q floor mounted -ry �`� � "� ® ® O T� in panel system (final -- - connection and device by others) ----- - - Uj C > WP waterproof device _ I 1 W Svc u, door contact •oo door contact - double doors — �' ^+ - _ --_� -F'�ovlca� R,-4vtioa: passive infrared `K� copassive infrared, long range • - ���� v� rNT Q sound system speaker -- 1 JrCOMPUTIER s Wz o O r - -- lcoo 1 \ O wFi �f - 9 FI Rw� AC 1 W� AC2 WP AC3 AC4 AC5 AC6 way EF I r - qo I�IO/Ip� �I � II�f•V N/I,{il 1~V -__ -- - - - - 1 - I \. L,J � a W Irk I- 1 Ww �F,�� D_ 06 N G�Ct we3?�zl1�A�-pests-- 71 5 P 1 P2 SL 1 TC 1 (�'1 .y > Imo-• Q RRIg W UP wGt-ff �I.�,.D•�DU T �I,r WrT SVFG;GIEt�►"r 6 0 C-0 . r t I-- c�rM c eG F7n1AL i2o/2cV :'i�av ) G 1 N (W o a►n/ TC2 E- 4DA-2s9-� (7 ar � z = g424. �F GIR. 3cGQ / � Q U 2ta7A �a 2Q7A ^�1=0 t cr�A U+ j k Q W (n ►- M TC 3 C z a C _ t.� a QF Pv9E A).1 C7 a Wz ``'� ((nn z 'C Alm ilt t4C / _ 4* r�tG►�t— J l lri a LL ioZ Q � in = 45 OL Electrical Distribution Riser 2 Mezzanine Power/Data Plan 1 First Floor Power/Data Plan PROVIDE THE FOLLOWING IN THE COMPUTER ROOM: WHETHER INDICATED ON THE DRAWINGS OR NOT, PROVIDE POWER FOR THE FOLLOWING: 2 DUPLEX OUTLETS- 120V, 20A, I.G. ROOFTOP HVAC EQUIPMENT .- FLUSH MOUNTED, PAINTED 1/2" THICK SANDED PLYWOOD INTERCOM SYSTEM W TELLPHONE EQWPMENT BOARD MOTORIZED OVERHEAD DOORS TWMVAA PATCH PANEL FOR IBM AS400 COMPUTER SYSTEM (BY OTNEPS). EXTERIOR SIGNAGE AND LIGHTING '- W TWO (2) HOT WATER HEATERS, 1.5 KW EACH 120V 10 Q SERVICE AREA EQUIPMENT U. H 2 _ z !� CAC a o � V - � V V o W ix a. El a . x