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HomeMy WebLinkAbout0141 STEVENS STREET - PLANS 61••c1" GENERAL NOTES Soot Notes Po I for (l*yi g r Topsoil > G w:e� - needed and hauling it the lsite.rIt shay be obtained from an,aturlalttrµcll topsoil ToP ii shall not delivered worked��frozen or mudd condition needed • I'• CONTRACTOR SHALL FURBISH AND PLANT All PLANTS SHOWN ON THE DRAWINGS. drained areas. It s tall not he excessivcl acid or alkaline nor contain toxic Topsoil shall be laced ands read over approved areas to a depth sufficiently substances which may he harmful to plant grnw•th. Topsoil shall he without greater than 6'in"loam and seed"lawn areas and 15"in plant tied areas so that -- ----- '- ALL PLANTS SHALL BE NURSERY GROWN. admixture of subsc)d and&hail he cleaned and free from clay humps,stones, afro natural settlement and light rolling,the completed work will conform to ZA`✓=_ �'1A�>�- stumps,roots,or similar substances one inch or more in diameter,debris,or the lines,grades,and elevations indicated. G�•►i1r=LG. ALL PLANTS SHALL BE IN ACCORDANCE WITH AMSERICAN STANDARD FOR NURSERY STOCK, other objects which might he a hindrance to planting operations. Furnish all LATEST EDITION. topsoil required to complete the work. kinteriak removed shall be disposed of After topsoil has t)ecn spread in approved areas,it sWi be carefuliv prepared liv the Contractor. by scat iMng or harrr>w�nr,,and stones o.•cr one ir►ch in diameter shall be ALL PLANTS SKALLI BE HARDY UNDER CLIMATIC CONDITIONS SIMILAR TO THOSE IN THE All fertilizer shall he a commercial balanced. I0-6 4 fertilizer delivered to the rem titleved from the topsail I!shall he free of smaller stories in execs ive Section OF THE PROJECT. site in bags,labcicd with the n)anu fact urer's guaranteed analvsis. quantities,as determined bq the Architect 2 ._. �. SATURN CIRCLE Commercial fertilizer shall tic a complete fertilizer in which 50-70 percent of -(Te\+hole surface shall then he roiled with a ro"er+ Itch w6ghs tent mkt 11t;n ALL PLAITS SHALL BE TYPICAL OF THEIR SPECIES OR VARIETY AND SHALL HAVE A the nitrogenous elements shall he derived front organic sources;phosphate shalt tt10 pound&per fcxpt of%rdth. Ourine the rolling,all depressions cr.israt h} NORMAL HABIT OF G.RMM. THEY SHALL BE SOUND, HEALTHY AND VIGOROUS, WELL- be derived from superphosphate containing 16.20 percent phosphoric acid or scoicnwtt of rolling shall be filled with additional t e and the surface shall BALANCED AND DENSELY FOLIATED WHEN IN LEAF. THEY SHALL BE FREE OF DISEASE AND btmemeal containing 25-30 percent phosphoric acid and 2.3 percent nitrogen; be regraded and rolled until Presenting a smnorh and even finish to tt:c required INSECT PESTS, EGGS OR LARVAE. THEY SHALL HAVE HEALTHY, WELL-DEVELOPED ROOT and potash shall be derived from munatd to p+rtash containing SS-64 percent grade. U O SYSTEMS. potash. 12-4-$50`k crgarric pray be sutxtituted. — � After the 7lrtas to he ssd+lc.l have been t)r(wgfil to U+c gr.des specified.spread Fertilizer shall be mixed,as specified,and dclivered to the site in standard, lin)csione nt a rate of Sul pounds ter t,fo)squarc feet. 00 00 SUBSTITUTIONS' WHEN PLANTS Of A SPECIFIED KIND OR SIZE ARE NOT AVAILABLE unopened containers showing weight,guarnntecd analysis,and name of - 0 WITHIN A REASONABLE DISTANCE, SUBSTITUTIONS JAY BE MADE UPON REQUEST BY THE manufacturer. pI B)c t0-6 4 fertilizer at a rate of IS jNwirds per l,tl(Irl square fret. P `\` O cwghly and evenly incorporate fertilizer and lime with the soil m a depth of N 0 CONTRACTOR, IF APPROVED BY THE OWNER OR HIS REPRESENTATIVE. Seed Mix Proportions by Weight 3"bydoseirig or otlwr approved method. in areas inaccdssible to I)s+ucr (L O cqugnrient,ux hand kola. Adjacent to trees and shouhs,use harxl rook to MEASUREMENfT: DIMENSIONS OF TREES AND SHRUBS SHALL CONFORM TO THE AMERICAN1c by 1ss `�'j'U °=� r�� " avoid disturbances or the roots. STANDARD FOR NURSERY STOCK, LATEST EDITION. 20% Baron Bluegrass 90% 759'o Sod shall l)c harveaed,dvh%cred and transplanted within:+period,.t B g e hours unless a suitable Preservation netlupd is al>luoved prier to ek;ncry. 205b Rl king Bluesrass 85% 75/o � O SIZE: ALL PLANTS SHALL CONFORM TO THE MEASUREMENTS SPECIFIED ON THE PLANT 40% Illative Red Fescue 9S�'c 90% S+xl nor trap tlamcd within this period shall to inspected and approved h ,r QUALIFICATION SCHEDULE UNLESS AUTHORIZED IN WRITING BY THE OWNER OR HIS 5% AnnualRyeggrass 98% 90% st ( 1 rl Y REPRESENTATIVE. 15 r� !vlanha'ran 11 Per I2}c 9570 90% the Architect prior to it,installationLU \\'ced seed content shall not exceed 0.25">ro. wet,moldy,or othc.vise dam ged Sid shall not he harvested or transplarxed when mninure c�ntem(excessively In ~ •O CONTAINER GROWN STOCK SHALL HAVE BEEN GROIN IN A CONTAINER LONG ENOUGH FOR THE seed will be rejected. t,ry or wet)may oii r)uri�cly affect its survival. NoI ROOT SYSTEM TO HAVE DEVELOPED SUFFICIENTLY TO HOLD ITS SOIL TOGETHER FIRM AND Atoistcninb the Soil: f)uring periods of higher th:u:oinimal tc . rawrc �' __.. _ _ � � ~ w � WHOLE. MD PLANTS SHALL 8E LOOSE IN THE CONTAINER. The Contractor shall do whatever ggrading is necessary to bring the suhgrade to for species being specified and after all uneveness in the soil wr ace has U V a true,smooth slope,Parallel and 6"below finished ride,for all seed bed hero corrected,tfic soil sb:)11 he lightly moistened immediately Prior to Fr���._ RAG "�� ��� ` I 0 W gg , I it tTv Lill t�/l iC...�►n.lt?g" 0 rcas. Remove all ex+sur. lawns and rasses,includin roots. laying sod STREET `� I � AN v TGt-a P�.ul tJi, TIC F- cr OWNER OR HIS REPRESENTATIVE SHALL BE NOTIFIED PRIOR TO BEGINNING PLANTING g g 8 ) STEVENS OPERATIONS. There must be sufficient grade staked,as determined by the Architect,to insure Starter Strip: nc first row of sod shall be laid in a straight line with correct line and grade of subgrade and of finished grade. subsequent rows placed parallel 16 and tightly again&:each other. Lateral - PLANTS WITH BROKEN CONTAINERS OR EXCESSIVE DAMAGE TO THE CROWN SHALL BE joints shall he staggered to promote more uniform growth and strength. REPLACED PRIOR TO PLANTING. Immediately prier to bang ern^cued with topsoil,the top.i"of the suheradc than Care shall he exerc+ted to crave that sod is trot stretched or overla xd , \ - 0 be raked or otherwise loosened and shall be free of stones,rick and other and that all roims arc hutted tight in order to prevent voids which%mould ` �\ /�� LU DC w O ALL TREES SHALL BE STAKED AND GUYED ACCORDING TO ACCEPTED INDUSTRY PRACTICE. foreign material 2-or greater in dimensions. Watering and Rolling Water sod immediately after transplanting to t 5, prevent excessive dDing during progress of work., As sodding is o �— — -- ALL TREES SHALL BE WRAPPED 70 PROTECT TRUNKS FROM SUN SCALD IMMEDIATELY AFTER completed in any one section,the entire area shall tic rolled. It shall then - � Irv? 7 � trJ on _ _ r a THEY ARE PLANED. ALL APPROVED TREE WRAP SHALL BE INSTALLED ACCORDING TO be thoroughly watered to a do(�th sufficient that the undersick of the+row Hr.NC�ic.A°' r - - &od pad and soil immediate))tulow the sod arc thoroughly wet. The P/stZG r�i0 �iGi�l - � =3 ACCEPTED INDUSTRY PRACTICE, - O.sner shall be re_sponsih{c for having adequa16 te water available. _ 11 EACH TREE AND SHRUB SHALL BE PRUNED IN ACCORDANCE WITH THE AMERICAN 1 °C ASSOCIATION OF NURSEYMEN STANDARDS TO PRESERVE THE NATURAL CHARACTER OF THE / t7 v H a 1 ` • ' per 0 PLANT. ALL DEAD WOOD OR SUCKER AND ALL BROKEN OR BADLY BRUISED BRANCHES SHALL --- - \ J 1 s1'X BE REMOVED. CUTS OVER I' IN DIAMETER SHALL BE PAINTED WITH AN APPROVED TREE r _ ( � / 7 � H t2' � z PAINT. I f .�►/✓ SIGN PYLON MULCH: IMMEDIATELY AFTER PLANTING OPERATIONS ARE COMPLETED ALL TREES AND I f NG PITS SHALL BE COVERED WITH A 3' LAYER Of SHREDDED HARDWOOD BARK I ` ' SHRUB PLANTING I i ' A e'�`- I V E W Gu 17.�J S OpNN �L'a a!'7 - w MULCH OR OTHER MATERIAL APPROVED BY THE OWNER OR HIS REPRESENTATIVE. THE LBA W rr ` C t t L•-t- am rwzi LIMIT OF THIS MULCH FOR TREES SHALL BE THE AREA OF THE PIT AND FOR SHRUBS IN P t D /• F i D f BEDS, THE ENTIRE AREA OF THE SHRUB BED_ — - '� PARK 5 CARS E - ,� •. 1 � t"G TREES IN LEAF W U PLANTED SHALL BE TREATED WITH AM N(TI-DESSICANT- i' f DISPLAY t.ls �� I LQr ' x 271 -S � � ,� �G ENT n PLANTING SOIL OF 50% PEAT MOSS OR COMPRO SHALL BE MIXED WITH EXISTING SOIL AT +fi r SOIL. PLANT INSTALLATION SHALL, i f J A RATE OF 1/3 PLANTING SOIL AND 2/3 EXISTING / / \ _ {NTtl�rgNOUS PAVING I �LI T1�.1T'y CO- IN ALL CASES, INCLUDE SOIL MIX, PREPARATION, PLACEMENT AND STAKING AND GUYING E E- a}n 1!,I►iIVTSD o� a OF TREES. BASE BID - E 9 - G. --9 E- , „ ,� ., .�" rALTERNATE , YS ti,Mal .1 GUARANTEE: ALL PLANT MATERIAL SHALL BE GUARANTEED BY THE CONTRACTOR FORA �t _ FULL YEAR FROM THE DATE OF INSTALLATION. THE OWNER SHALL SE RESPONSIBLE FOR \ �� lbw�►1T I -�+ �� „`� ���b coMM t MAINTEMfANCE UNLESS OTHERWISE AGREED WITH CONTRACTOR. IT S*LL BE THE CONTRACTOR'S RESPONSIBILITY TO MONITOR THE PROJECT WRING THE GUARANTEE PERIOD AND INFORM THE OWNER IF PROBLEMS DEVELOP WITH THE PLANT MATERIAL. ANY i `R' ; µ. `s • } p'Arr es�<�c� - , W MATERIAL THAT 13 25% DEAD OR MORE SHALL BE CONSIDERED DEAD WHEN THE MAIN ` Co"� � gttllyleo M I O ----1► +-I �' },,_ �' E LEADER HAS DIED BACK, OR THERE IS 25% OF THE CROWN DEAD. \ �s' 7 lv F.F.1 .I :i ALL PLANTING SHALL BE AT THE LOCATIONS INDICATED ON THE DRAWINGS. THE G Q 3 J TOR SHALL BE RESPONSIBLE FOR PLANTING AT THE CORRECT GRADES, AND �l 4~'TES ti J 'r G CONTRA[ M ESTABLISH PLANTING BEDS AS INDICATED. i I UT OF PLANTING: THE CONTRACTOR SHALL LAYOUT WITH IDENTIFIABLE STAKES THE t ) ,�• / f1 / a UJ LAYOUT LOCATION OF ALL PLANTS AND THE ARRANGEMENT AND OUTLINES OF PLANTING BEDS AS A LEA:,* r' INDICATED ON THE DRAWINGS. THE LAYOUT OF PLANTING SHALL BE APPROVED BY THE h + _ OWNER OR 3WNER'S REPRESENTATIVE PRIOR TO ANY EXCAVATION OF PLANT PITS OR PLANT �'S�s ,� r..-__ E \ �. O -"; 1"-- -�ticts"+-r Nt3 -flea �"G^ Res-A^40 BEDS. REFER TO DRAWINGS SU-1 AND SU-2 FOR SITE UTILITIES AND DETAILS CONDITIONS DETRIMENTAL TO PLANTS: THE CONTRA CTOR SHALL NOTIFY THE OWNER OR -'' - ,1 OWNER'S REPRESENTATIVE IN WRITING OF ALL SOIL OR DRAINAGE CONDITIONS WHICH THE PREPARED BY EAGLE SURVEYING AND ENGINEERING ,ANC. �4'•b �... _ - -- to CONTRACTOR CONSIDERS DETRIMENTAL TO THE GROWTH OF PLANTS. HE SHALL STATE THE - _ �r. -- s- - - `` CONDITIONS AND SUBMIT A PROPOSAL FOR CORRECTING THE CONDITIONS, INCLUDING ANY 1 v/ L�L CHANGE IN COST FOR REVIEW AND ACCEPTANCE BY THE DOER OR OWNER'S t REPRESENTATIVE. _ \ _ GATa►d 6A5r++M MINOR ADJUSTMENT TO TREE LOCATION MAY BE NECESSARY DOE TO FIELD CONDITIONS AND - "" W FINAL GRADING. THE CONTRACTOR SHAH NOTIFY THE OWNER IF MAJOR ADJUSTMENTS ARE GN,►tt•t+ LtN►G � ,tt �' N _�- ? \ (� io' tl�y't= +�tT+� Gw r REQUIRED. - k � / N CD f Z GENERAL CONTRACTOR SHAL SHALL PROVIDE CONCRETE BASES FOR ALL SIG{i1AGE AND LIGHT POLES. I( ALL FENCING SHALL BE FURNISHED AND INSTALLED BY OWNER. 1"G / B 1 I a� ;� EXISTING BUILDING ON SITE SHALL BE DEMOLISHED ANO REMOVED BY THE OWNER. / k �S+fWN I I = W M ' W GENERAL CONTRACTOR WiLL BEGIN WORK WITH A LEVEL EMPTY LOT. — ., I eA tl� c�vr -1 i i Y 1K -rNtC lam \ ` Ip/tR r:�lz o \/A4,gs- a U BITUMINOUS PAVING ; 2c^ist� . 6 �tVGp`I`7� .a. M ,' Z to �1 GMr -� //- —w ,t,,,v� --5 I ` `I , �AF�'�S - ��Ar•.l - O a a t �-\ j_ _�-� l•,z4G14 FtT*f �,�d�� / r c vrrt �a _J w_ 1 o iQ"OAP _ ) 1 ` ;" s!' 1 0� tF''� : i j - ;cam r�i�G-r=�GaAY� i. ~ t� I 1 \ Nmow' H O -4 G.2- LU Z- � A! r \ �� t sAe-w Pr T o o l f - CARS - .= U) Z PARK 37 _ ry,_ � I a "t-i iAt_ Lt G�i-t-' RC Pt_iS Z IL i I +--,�-Lrwo4 m PIT 03 it k I - 04 :F4 v t - k , �c�l C�xt4nt.IG� --- - ;�0�► ' -.' yt ti + \ �ttJ �.UtJ1L . _,.._ C►.�Art.l I.tIJ►- � wtTW p k me-µ---- -- - - se ItIGrw IN<* ` •o N 4 _ !I I j In `���- - _ i + I _ i 1 • t n 1 � t _ 3�-- -� _ i ' t -- -- - -- Site Plan , zo Detail _ - - ._: ._ TYPICAL PRECAST CURB 3 De#ail PLANTING SCHEDULE TYPIGAI. LIGHT PC>lE BASE - ac -----T ` j SYMBOL TYPE SIZE REMARK a N EXTERIOR LIGHTING SCHEDULE U A SPECIMEN TREE 3 1 /2" 4' CAL HONEY LOCUST/GLODITSIA TRIACANTHOS 3 TYPE G?TY FIXTURE B LGE. CANOPY TREE 3" CAL. RED MAPLE/ACER RUBRUM a 3 SAT-1-R 50-AA801R C SM. ORNAMENTAL TREE 10' - 12' FLOWERING DOGWOOD/CORNUS FLORIDA 41 C) 41111111111 e 2 SAT-4 50-AO804 D FLOWERING SHRUBS 5 GAL. COTONEASTER/CbTONEASTER DIVARICATUS f 6 SAT-5 50-AO805 E MASSING SHRUBS 5 GAL. PURPLE LEAF BARBERRY/BERBERIS THUNBERGII ATROPURPUREA v o � smm g 5 SAT-6 50-AO806 ' F GROUND COVER 1 GAL. PURPLE LEAF EVONYMUS/EUONYMUS FORTUNEI COLORATA a h 1 SAT-7 50-AO807 G DETAIL GROUND COVER 1 GAL. SPREADING JUNIPER/JUNIPERIS HORIZONTALIS Sartre a Q Alexcept finish k 6 shall be dark bir (SOD)anodized H TURF (SO See 'Sod Notes' above ,n a `3 �3 ■ EF G no A C D E ��-•-•- F •-•-•-•-•-•- 'G H ,J QL 7Li i � �5`-0" ! !33` ' 11 1 I n 1 d I 1 I ./ I, I 1 11 (5,-v l8'-G+" G" "o" !7 O 1 1 -3 I 15 -CA t�-9 15 -w lb-G 13-10 24-0 t3'-o" t'D" $'-a" 11-D" i . a I r n '. a --- ---- I --744 _. ----- - - i I I O � � N Service Reception d I Go \ \ la i tCl_EG"'1Z� Ijn 'O ! ' w W o -IR --- _0-7 -- _ �rH i 211�� d2100 ' 121 ~e d117 d115 : V GT d1 a - 117 i SService ,.` - `t _ �S I--- -� O Storage Uj N57I , q ( .( 1 - \ t ! I l9 - F; �D Caaui.�rro5 LIS. 116 _ -- -- - A\ _ p08 2n7 t - 3=v` ,lnH S@fViC@ /1'm Tech 0 �1 209 Lunch II Training Room _ 11a d11' 7 Manager -�� Hall ��-L --r-- ---�-- - , !�f ��� // i Q V O. _ �a ID b , �:, Soilet - a �r ,� Ix C4 t, a Compressor 114 __ .�, �._ W p M'"Vf, d2os "�w _.T_4r ; - _ �►6 a E��tc�t,+: d1, .\ Parts Storage r� - --- - --- -- -- Z 3 � __w 0 �•'> } -j ; I I -_ t .� `} - - -`jco►R!. E �,N u ./ JY }� ark --- ► --T--- --- 7i.�. --- Q = t� _ II �I ' Q - -d dJ _ _- cv 1 �� �i� - -1112 �j �� d I� Locker -4 — v►,e a�A �� 'Cashier," z'd' 4'-0" �� `�' Z o _ G-0 1 , i z 1 w 20s 20a � P..��,r Flo F • .--� , W +4 2- m ` 'Computer Storage `p - _._ '1 w Q i .�IB� 212 L.. _,. _ , ' < w - i 113 :L �- 111 Q' g Cie _ Ij w� Corridor ; -- - - --- Star 2 Saturn Store, I Showroom d206 d205%:: _� :� r- T - - -T - -T ������II���•1�•!•��• •t��ll���• •—•1—■ —�����r�—��•I�•—�—�—���1•���������I��I�,I. - I I __ I - l9 lr4 _11 Z 205 �. ,�' ' I I 3 j ` --t W - I 109 1� \-l ( I� � L. • Administration o NOTE -TH1 s POtZT•IOI�I Qc WA'- N-1 AY' �sli ' I I - - LU ° � - rrsl.�lvve� �►T a I�J-r� a.`- s Sales 'Sales Mgr. T # � �' "'` ' "�' 1 ult ant s -4 T I r Wr I {r Star ^ I :5, Z 5 6tal 1 , I # co _ ' i an. Jo IF r - ---- - - 1 S"'T'1e11G-rJCAC CLO -?. a 106 Women I "� • 1 �1 I 11 � �--� ! `J � aMrH � 1i� a � r f 1n /y 'Y L-// 100 \ 5 4 to 3 4 - 0 Rece tion ` •y - -� ! P rx �' Passag® I I� ( I ��I� (d 'I 1 - 10• �� ` \a -�" - - I J 101 I (100 ti R E" MAT 10a I Waiting ( �; Recepion; �� v 200 - 1 %' /.' ,\ - 1 I_ ..f+1 O f t i c e I 1 Dealer's Office % I° ,nw, -I SQT I� 'ST�/.1lr O I I I 3 �I ; \ ' 104 T i 1 _J _ -I - I _ ��./✓ `% - riding i j t / r E` Ildl i f , h:V I I / W - --� 1 - --- � � - — max.:- -__.• I - - ••-- �� f/ �-� \ ~ N Uj Al iMKP LU o *----- z = 102 MezzanNne Pl,�Iri try,",II c� \ 0. New Vehicle Delivery Center 0 4 I , I .�.��� ,•� w `Z BASE BID a . ALTERNATE # 1 // 4 I IF Co" - lo'-lo" �p►..�11 �' I51-logy IF V 1-g1�4% 1•5/gyp -e7N 1 . � V� ►1"- j�j 1=i.l P.0 t s , / \ �FaG�ILF --FIIJ1�7+a�C� _ I �• ( AGt�¢ Ifl uj .. ar 1-4 ., Gam.' Ground Floor Plan ,��.,� t ! \ ' I Ytt L 1 714 uEs CABINETRY NOTES �t- I GP'F'!:�%�1"'Ls ALL GLAZING SYSTEMS SHALL BE KAWNEER 1600 S.S.G.. CLEAR ANODIZED, UNLESS NOTED OTHERWISE. ALL EXPOSED SURFACES. UNLESS NOTED OTHERWISE ALL EXTERIOR Gt.ASS SHALL BE GRAY TINT, EXCEPT WHERE NOTED OTHERWISE. SHALL BE PLASTIC LAMINATE. COLOR BY ARCHITECT. C ` GIGGRL/'I'sH--� ' FIL- _.At/t /'��/�'1. *�'1 P1-. AM ALL CONSTRUCTION WITHIN 5'-0" OF THE PROPERTY LINE SHALL BE ONE HOUR FIRE RATED CONSTRUCTION (SHADED WALLS). U. V hr.}�,.?• �/ +yfamI/ � �-�''��Q CABINET AND DRAWER INTERIORS SHALL BE WHITE MELAMINE. ,— _ ♦ ' 17i'y�Y1lNEZ. y�INIG J r } Al_L CABINET AND DRAWER PULLS SHALL BE .b" LONG Cy �t..l7>_Q N I METAL. WIRE. PULLS. EXCEPT AS NOTED OTHERWISE. 5_0 I y N � - � F1 NISH BY ARCHITECT. _ - - -- - ,; f- - - _,.:_-:— i / /^`•'r _ — ._. _.— TYPICAL DRAWER CONSTRUCTION SHALL HAVE 5/8" '— -" ----1'.--- THICK SIDES AND 1/4" BOTTOMS. MELAMINE. 1 - r— - - - pr�slwtrtf. O DRAWER SLIDES SHALL BE ACCURIOE- ._ I _-._ — -- —. i— T_. _._ -y• ----- I /ICJ800 FULL —_ - j .^ EXTENSION OR APPROVED EQUAL. ��G -10111111 44 PAINT ALL, Svc-TLt1�5LtL7C UW0FIt /„ I / \ \ Ar ALL CABINET DOOR HINGES SHALL BE GRASS 1200 S r i �� nj SERIES. ED UMOPEL TYPE APPROVED EQUAL. r©(��� O CONCEALED ROPEAN TYPE >90 C lr I _I \\\ / \, r -N- �I AM ALL PLASTIC E LAMINATE BOTH SIDES N ALL ' r to _ _ hI T_ 1n _- S = N PLASTIC LAMINATE COUNTERS SHALL HAVE LAMINATE - 1 'I BACKERS. 1- ru++7'•-1 At-- ` -- ADJUSTABLE SHELVING SPANNING MORE THAN 24', bd -31'T KIGC north O N SHALL HAVE SOLID WOOD FRONT EDGES, SIZED 7 _.. _. . _ . ACCORDINGLY. ALL BLOCKING ANO NAILERS BURIED IN PARTITIONS g SHALL BE BY GENERAL CONTRACTOR. d .,, y / FIELD VERIFY ALL DIMENSIONS PRIOR O FABRICATION, Elevation ,�°.;-d- Elevation ___ I ��, =� _ Elevation ,�2 =(-o• 6A 3 4 5 T Elevation /�'.1, 7 Elevation _, ':,:� 2081 Lunch Room 207/'training Room 201 i Toilet 202/Women CT a c� r 1 OF— V o 1 - 0 � ! G W 400 00 W , X V Q CAI LLA • ! ' W p t . t t # �- w► i- I i \ Z 3 cam, 00 V e ' O 1i- - e 0 Qv lJAL.+c:v�A`�A�rJo�I� W Q oe r a , 1 A-� 7 rZTU s, Tv� (7 i W __ --- Q °C - O —f- i �► Z i LT I - / — Z ® - " > I o w 4—4- { I QO Vic Yt_t T ��G� si t as z� GENT �r ! 11 . a I ♦ t a N Xi All CpM`"pt* ITO ° A i +► -�►- f tip U _ O ® O ( 0 a -- A I, 4 A ❑ roof plan ' Ni i I/I Co ' - - W LU --t fl __� \. H - - Z _ N i--- - -A l 3 'G;!�zu5' t l q/6" •--.w x t O c- ,w Z ^. 0 - � GIdIZd© IN W►.+:"'a�, U N:►�-s4 r.IG?"�7 ,-.. __ �� N > O _ G7 H 3 2Y1 f' W Li htin Fixture Schedule a = CC Z A . C76.�SIUN IN_ IQo''�aiZiG7 D U 0 K HF.ACNIV^W& F1ZIW:r40i ' G1;ZiZ f�°' A. I lamp, 2 ' x 4 ' recessed fluorescent fixture with W N clear alzak 18 cell parabolic louver. Lightolier z to o ; 84673UU or equal . O B. 2 lamp, industrial fluorescent fixture i .�� with 20% up-liqht reflectors . Stem mounted at O W f F �+" r �► �► { 9 '-0" AFF.! hg ShL+wrl N a� t X 0 sl t1 f LI y m } C. 150 W PAR 38 Flood incandescent drwnlight = cylinder, surface mounted to deck . Damp location label. Lightolier 7259 or equal D. 2 circuit, surface mounted track, white with 500 0 0 W incandescent fixtures to accommodate PAR 56 i - ! end-prong base lamps. Lampholder shall be rotatable to allow for oval beam patterns _ Lightolier 7539 or equal . r I ± _ E. 400 W Metal Halide pendant mounted fixture. f ��li htinIan Industrial type luminaire with prismatic glass first floor reflected ceiling reflector backed with black-painted aluminum Refer to Enlarged + %all = 1t- ©" spinning for low brightness, complete with 17y," Part. Plan at right ALL. LIGHTS NOT SHOWN SWITCHED LOCALLY SHALL BE SWITCHED FROM THE LIGHTING PANEL. diAt'I'it rf X 26" high decorative shroud. Kurt Versen - - ----- -- ---.-- ---_- ----- 1' � ALL LIGHT FIXTURES SHOWN SHADED SHALL BE ON A 24 HOUR CIRCUIT 533 400208 EF-PSN-B-MHS or equal . ALL. EXTERIOR LIGHTING AND SIGNAGE SHALL BE ON A TIME CLOCK. w } ss e Vi Gr1TC 0*� " tics.. T� 1n1-i0-3oT21� XA/�VN t2oV r f1 Install light track in product sales area in accordance with manu�aU'u!°� Got-�.�.�c.'= "" NiSrt. U UJI detail. Light track shall. have 40 ampere capacity split into two \ ! circuits to be supplied by a single-phase, 120/208 volt three-wire \ G. same as 'A' type, except x 2 ' with 2 U-lamps. branch circ x.* . Track shall be an H-Beam aluminum extrusion for _ Strength, wC.h matte-white finish, and shall be complete with power � - — H. Lightolier 5467 or equal . Q " feeds, splices and end caps to satisfy the configuration illustrated -- J. Lightolier 1102P1/1105 or equal'. on the plan. t GYM w 74 _a Paint all. exposed conduit , junction boxes, connectors, etc. \ ! Enlarged Partial fl ALKCO "Little Inch, " 4 lamp, 1 .3 w with solid ! Q C onrgProvide 15* extra stock for each type of lamp. \ state ballast, mounted under upper cabinets with f — azzanine Reflected Ce�hn Pian Reflected Ceilin Plan � ( ).Detail remote switch. lengths as required. 3 �� CD ALL LIGHT SWITCHES, OUTLETS, COVER PLATES, DIMMERS. ETC. SMALL BE LEVITON "DECORA•. IN WHITE. -----_—__ Q 200/Dealer's Office GANG SWITCHES TOGETHER WHENEVER POSSIBLE. TYPICAL CEILING EDGE X. Single, stencil face wall or ceiling mounted v fluorescent exit sign with battery pack for NINE back-up power. Install at locations required by Oi Mount all outlets @ 12" AFF, unless noted otherwise. code. ) IM Twinax cabling to be terminated in a flush mounted twinax panel jack hi �odV e2av/ � `=`"=U ''``-' A`'�` - o Q at each work station and run back to a twinax patch panel installed � � � "IN • inrr computer room. NI - `ec "� Four pair. 24 gauge twisted cable to be terminated in an RJ11C jack O at each work station: and run, back to new telephone equipment board a. E: and terminated on 66 type blocks . INTERCONNECT TELEPHONE AND COMPUTER SYSTEMS TO THE ADJACENT CHRYSLER DEALERSHIP SYSTEMS. Noonan e a i L I!�4 GASt 1EP!!G + ALM A�unrl r<<ia�r T.O.S. MEZZ. -- - 0 T.O.S. SERVICE - ---- 00 00 I i N FIN. FLR. MEZZ. - _.__ __ .I __ -- -- -,--- -- - O LU �t O I N w w a "'FIN. FtR. SE . .,._ .,_.._.._..._._.,. FIN FLR — -p V CN Z GC w o LU t�,...1�.Y �u`�— Northeast Elevation c� a East Elevation AL.uM. Ui cc U K/1Z7-A-`SIP tJc7► O —1 Z Z -----si-tnl+�i.�IL.Int.Ns"�i` IN — Z ur�rliwuA.t !' ass w t , 3 > w - w I , F T.O.S. SHOWROOM 4GIN j aturn of ItyEnnis STEEL CANOPY STRIJ MIE -- - — %� SIGN#_ "c:00 "' z 1n coo a �P , , I - rYV o�.r CA,�! I 17 �� 4-a _ M FIN. FLR. North Elevation D_etaii Southeast Elevation TYPICAL &S REVEAL Ui AI-unrlNuM G+a�Ave:.�i�•P' --------- - _ �+_ +-� \ _— -.� \ II M EsZ Z. r>_.;lv( �"Z'G'r''?6�f +-' ' —�-•-+--r�-- I � •�s.�gc;Y.j'l:rt.�..- AGE 7 T,o.�i. !�1•�C++V�..V'P/1 p o- ? _ — _ _ I�t- . '► 1K:.S -- __— -. _ Y - N �� �'O.<i 1i� Z IMIL-m j .• 1 Z N �LIN, I--u�ii '�tl4M :g, 1 , 'LI j faT L tN 3 West Elevation - 2 3 5 7 NOTE: ALL MEZZANINE EXTERIOR GLAZING SHALL BE GRAY TINTED. U ! I W T. .S. MEZZ. ' Q- i-% �i:..:^-+C' PANEL-it �_.� �.�► Q � , �, � � �,� i St�Ai Glrl �'P'�".• — I � �`'��. -" 1/EHiGLE L�L.�/E�C?'' 3 1 j i Fiti. FL 1. MEZZ. ( i " H j c call)l iL LLI V I 3 - d m 4 South Elevation ` "A 4 e s a t 7 5- 3 2 1 , �KYLiGNt , 6 t t v AT NF.W GAR :)r-L.IVFFZ i , I �p�N Z 00 `r SF..E KNEE? A-t1 F�'JR Di<TAiL.S =— -- - --- ' IL _ I , >v.l a , I r 10 uj Q01 _ CN F- V OD I Z W i-R- E i W Q W rjj Section W Thru Showroom I _v CAzQ z 1 - W yFrfil � N�61'i�LA�1�Jl�.l I 1R-�r..�N►►.IG, -yr� uj LU j x A1� TG.11 1:5HOW900M I � . ��� • ur,s,�h� • I _ _ r-- , L. 571 -110 i Us, ��NT u WITH `y � �I Car. ,��7M1Nt5TF�ATIvrv-- - ---- ---�- � �si1��+art. ��n--,A..� ��ac. " I f I M�U�� �tL1-f .• i�3b caMMp� I 1 h I I A _ �T RLIGTEJ iii I I FG.t...; P.o�PSfZ AN � - A d Y _ Pw \ T 1 I _ J 1 'I ` �11 tRt c +► - - E� �tr7�.cQaT. Ft..SHc�wR4Cx. i 3q -o _ / ANUIs^G�-JCS ti Section NvllrL. PU THRU SERVICE,MEZZANINE & SHOWROOM t om`P w 117 I W K Storage W o� L� QF r~ 118 W/bA"'"r ;?41%U .A'i,AVN I _ Compressor �' r•a..:6w W(;N A.7 •N N PEKE C T.O.g Rc�C �? 2�L�it L• W �~.. c TES_ CANCyP`• ' Yl.J4T i -� / fn j� i�.,�_ _._ w TO REGgs�ti IG>f`J 2 �,AL wA.Li. ---.' 0 S)� BEET A 1 t F T-11 pE TN L.0 — z 0 i w• U) t I J t ! I f I 1 INC- 111 ii(( t I /�1 1V 10 TQ_ 1 I— f 5w,AX-7- PL.yvvGk7C >\JA 4��C T NF-w C ! � '�! I�1 � ,i I � � T, � L �� �! � - � ��ItL._V �^F►.FCi�, '"'Yr:> 1 IT \ / P.L. Zel a lT Section Z �- THRU SHOWROOM & MEZZANINE _ 4 a o W G A Wall Section u. _ • O f "�c t/"Z` AC�r L � w %77- = _ r co i w ' 1 4 a 5 Elevation Vz"-1 L COFFEE CC3UNTER SEE CABMIETRY NOTES, DRAWING A 2. A 5 a s r, ' i GO'_ GoL GOL LA l t N t M t M n 11 1;1 0 y 7 STAQ >7+T10t+�J Z i N co O UJ 0 ,�Dl� MEM61"'cANE # ( MALL�PiNcs' N F-- !Z1C31D INgUL.ATl4rJ ! i � ' P 1 TC.F1 'TO [712o&J N iuj ce Nto o - < v 9 �o a { �- I 0 w O N k Z6 ~ 3 a ,.. _ I i t i Uco uj V) oc LU LU uj Z �1 pArvEL d'! ,I - ALUM, wiNoow _ w ._ _ r - ----- ANC�,..�. +•�ANc e?� i ; �}'2R.ING METAL-- I FAME SY51'�M 1(� . f ,l�� E,I F .�• MiQ GjPAN c� ��� I ! If r�# WJ111 t 0 i NG-� EI,T C, . u i3rnH NT e71-4D E,TAL. Tu OS N 7 0 4TiihkG7 G, ' f 3 C, - 4 { - - np GOiO k'OLLL�D CTt D A9 pSR OGIN0 AND _ - — RlOGE GLI P f P,1s,��E F` o �JCa , t� I.cX.AQE A? TI�IIXD j { { t3 METAL SIU�b4tiT,� p�L,pNc� + ' � _Y' I 5�I✓ F�' • I Q + LE146TH OF STUDS 1 _ h1 .sw.: 1E laLAB-7 vVe_L-D A- ..r0 T,7 ' IL Vj i I d MlN. Z CaA.�iNr�-''C�D. u, F- f 7t ff E.I.F.5 _ # STEF_:- JOIST O.G. - S`tP' �UFL =0u W JoINT 1" iNg ..o I-y UtING Q- t A1.l.D t 'fig"��`�l?) z � � GLP.At2 C�I.A,,ir,,lNG (Z t _; H .w N I I r TEITk� /2"�►��.TH Ir1G c�19. ( N 7Ar N WALL.A LU U+ M. G 2 3 tL-TA 6 V KAV4MeMZ JGCO 'S,SG = �* _ .- aY�?�Er w1?N ANTE- 2,-6-fr - - "GALS. �, GET µaa 7 = Q s • i somas - GAL. rorz L5RA; ED �:' )FZ f'RAMF_ �mIrA4.. , U 11J<i cl Q 3TliC7�c� 1�¢"n,G. I + r�s•rlmz .�SaT .�^ LE7u�► �s" x, i �� TO �Ujr METAL. - EFE_ _ SL 01-46 MFie OL � � '�/b` �jrLa.?UNTA�.G, 2t`12LJ12EMErJTS 1 � Q Q U=A?1N�a G , ate _—_ �i ETP�.- DING Z uRiZ NG 1' 4 n. -� � N Gt A�1tifG ! ----METAI SID►N�s PNJE,. 16 GOL.D IZOuzo ecDd►1N6 1 I ; � { � �9 �- � � PFT°F[?Xi MA'fl:i,_�• �o''G'"O'G• � Q Ya- { I d i 1 — RETURN �.Z.>�.�. O I y IL TRAGK ON A1J17 URAL JNrJER �TRIJGTURAL TE.6L NG (�l V 7 M�Tpu KZ U PTO QJ i I O - �.rr 1ruL.P.TIv►.I AN 1OH RE?U12N 0 - I 15*MILDING FeLT FM-TURN(Tyr) LU TION ! C l�OV-aR. CONT. I o ; a � =LctJNra ! I�c7W N TO A­ a 6dTl PAoZ'ZiN.IGr I El IDING MF6 t I ILL FL ZSH U. _,, «�r. - *�•-.. __ _ a • �. tl , , Lcr y .. 1, OW - _ t _�_ GONT, P�..�Gl�-OUT "� i. - � �" v Is'AI�.�s�. '\ ��`�` � ''IZC►'�C�I�Ih1Q► � tr"K'^ ',,� O y G"�i..t`r„7I"'l�%� "�3 CX N L:. - f � -.F ' r-C' 1�1^-.l"'� �C�1'� � • TI, 0 3 Wall Section oN Wa11 Sections > �-ar Wall Section 3iti� I.Q 4 wall SectionA, 6 "= i�_v' s e . � GpL,, G�'L• GOL • - ovM MEZZANINE. A7 I t , i 1.7521 t (� �KYt-1G�IT "4 4 - MEtP OD ov o a .� � ..,, SKY�16�T - •o r " ! MIN `:MK ! Q -W TY S 3 �M AGMB�Y cn w f , � Z I * tOF LU cN i �G _ w 3 'Gc'�u M It Z F.- N ¢ T FrAce or M1&TAL. *TU D�+ J `� �- O _ _ I J ---- `n Z W C444JN W I H oc �e� ?2 rr v, f^. GONT.X Vv �? �2 � NIeL.D�T U� � w�7H �D Ar�D W = . Q GHo O�G fDesc i ( I caYP P T.O. 5. AT SEiKVi(�E 5�a1I .Ar2 �aRl�r'Rib V I — -- F.5 1'cEl u RtJ �-i I r ; ST�E� Jo!5T - -- -- Ce — i � _' —�— Q O = G z i LU COLUMN AT NEW. MIN i _ U., LU , I ' H i c 11 , GENT , AN001 t7�-aUC�. 14 , MFCa�+�, A ,,,+ i G' r �I� i1��UL.A`?•;F� ___. --- t � F r tii'�I ; �� 4 - G?ultEN 3 uzrz,r4G 1 It r coo. I ` � � t c� �: IN NK'a11 ' il✓T �KAGK _-_-.. _ -. _. t� -- AGc�uSTiC.AI. �Ni �H I�WO �� F c z�tv =L�+Z C7VEACHE/°�U j f+ ,Qa"NAF-TAL)t� -:f11-T0O AL r I` �- _ AT PLAN"f Q MOOtJLer- �, IL vv ! z Part Wall ec TTHRUuj SKYLIGHT RETURN WALL Ott w LU t LU sN V O N I I - r` I G1Cx 1� G NEL ,t ALUM F�zp,M •H t i. ��„ Its ui A.40 AT _ ?j(ZAG� WiT N Z �GiUME N � Q ��► rfi--F�TI Ot4 ? in 7" ` �M PEF'EJ C�l.,A.�.f> GONT. STU p'1�ZAGiC� i . U I "tn p AND �,oT'fnr� N ---- i GLA4�c7 �� CN L___ a McTP1-caIpING PEL— i - 7/ e'MEvti 1=uwe,►.k3 -- �- I ►*F-w v I c rG e �a > N1 F Nvw UM # ��ulLvtNG►— VP 1 - E SHOT A-n C1 I ' �"�� EA7+1!t.1G �✓� DETAf LS up e ! IC TiLF. 1� mk?AL��'fUOt� I i T W LU - _ WOOD NA!i.-m •- +SH o c.��NG�TE IN G3K. �.YWx�"J ''�1r-NT ! a 4 n .01 Jf L, -t AprtbLY ' N GO^r-r. bm vel— - Y coo I a� A'T imMl 4 C>ATl LIN o 3 t , a E: Wall Section Wall Section Wall Section Part Wall Section THRU SERVICE A 7 .n :n G 5 4 1 " ALM N 1J E! :SOUND -- E�IAFFt.E TO yTRUCT. �� - 40 \ �..EL JOI* I AGGU�TtG t t � PLnN7t:A � woUO I o tlpt GEC 00 �t2`YY�p+t T74F A',tloN� " x 2 !,lw. tau.r�.t r`h ) _ ---- I �� Z C" r ' 1� +r -- r l I l i - - 00 o `'� � �V>✓. -- +-kl I �, _ _ -tvro :..o�Y�E-Q:� c�F s tN� ► 2"� o`t ,t �/j �. : ,:.•,'�': n 11 �L COY', t7. AT � r` � P�T F' O O >e� T H>ZU HOLZ P. � � r ,�', �_'� � �3�a.►cz l,c����r14, � ". �`� - l >Z�al �r(t°'1 1 LL' v ��tl GIA. ,- 7LtD t ',',.'1" � T ! aT-W L WA ?�ct� pip' ,tom :UPPc'�fMJfd- ___ _ . _ _ _ �- _ -- - __- , uj ��AT a=',: v I G�tG TWO _ �.. _ i�Ca' J FOK Tt�Q J PIN N cc - TE D.1 E ' _ - 1 I Q ►" 0, DIA Y4ft 1-'-uttT'�Jra i , � " � �1' � ` (' ' w �---OPEN 'O � I I GN � uj o�c cr . YY�1 T�I ? E i-� 3 ► t I ! L.A F- O t~ j , Z - 3 0. 1- Q7 ao tr rfl TES x2TUt3EPV7;,T . \ _ _� _ ; o - - - - i a. ✓�. ~^ .�E ___� __—__- P.N NING F-- E�J sr_. T / 1 _- J 1 �' _ -- �__.- -- - ---- -- ---- _ ---- u' C - _ Q - �DTH ST(cl ER.� A- �' -- w 1 tr-� c rZ ii2l e �x>Fr,r - _ �� ---4--i�r y --,j� C6+7R.1G _4-1"!-!3' 4 - - W = i �, t► i � _ � j,.AT�JGTUKE ,� � RAN v_ i I l ,, �- 3 i I _ i I T OKYWALt. .x.'P�ET-._ �, I AT P D O �, I II I \� ~f L Q �1 Stair Plan .;i,,�,,�.d �Tv wa�.l Z z f r - _` �• �tCtL-✓tWlDRA:. ;g"Gwt'�t? r -- . ! ♦ (:j)AT SECOND LEVEL j w 1' I Dar Qf 4" 'G 3 11 w ! � � � / _ _, BTU C7�!s (-4"GI.�. � - �C;•� .�TiSt7 • - �I - w - i 4�lt,Ll�l4� f K•W�.q � .-- NCB rC ti7�1T6 10 h 7 T kT yrPOI�T 5TA K t` Gi tP+`♦(7 ) / A Q, . slur j = 9� / ♦ os AGENT I` rw . t`Ll xr s Z Ira WW. I M' l `of Pr�mON La ! zW a %Ales bk: t - t iNt31 Mr°�� r fy 01 • *, / i NIA�. !'Aty lR TYt j i YI/s � °� ? �(J" !i Tt�Er+.CS lz ill -..._ 1' *.�' to t > 1Q tl"• �'-Gv� �' -SCE' PA.KTITION I a5'-b I _—__.___ �r ♦ WIPE NAND '�'.�--��rz �v,v,-t•a �7AkRr.��o•T'N �>r(NP•J I I I I ( l I SHuWROUM r Lr Detail 1Y� ,' M n Transverse Sectio�ia 13 Longitudinal Section , . , 5 THRU STAIR THRU STAIR 9 ___ _ _ TJ_ i _ I ; GoL�iMN TO� f�E:`rG'1JO FiCl1�. --- t1Ax vv X 4„L-6, 4 �. F I I I I SUPPORT r 7KLAiZ (.OND. P5 C.� '-4°11,G- AT s ; UP I LANt71NG A�avE �tI:INCa�Fz q�YpNo nN - �I }-- -- ! %YzJrA1RGON-rK, - I w � GjC E pCTAd L, ,. �o.o. PIP E 2Ai,. AND- i W ---�•----�� f'D�lf'� __� ' EL 3' - 1' i ( ANI 'fps ' ReTuKW GUAR: �A;r. W19 G - �^ W WONf,EN'5 TOILET ✓ uA o A \Nr-7 -�:�t.r� AS a>•iowN- �tic:�c>,� - �-,v .�; � _ r: K } W ri N OPEN FND WITH - rwf� ! 4yc.4x 7"LCa.; Przn�/I t�E `-�F.AM L > YJ et•.J �✓ - � I I, � `� - Nc W1& Stag Plan - ! ' ' u4�G'nia7�..0 " ,1 f I 2 � G = TAT FIRST LEVEL Z t�:x-t ,how EL i��N>�T�ATf©tu _ �` '• _._.._ _�- _._ -+--� I = O l W N J, ter: ! � � � t - -' � �4z,tivA.LL �x�r-�►r ---- _ ' ,,, _._ _ �.-. ,.� d — "✓ ,,,, �'�,Nc�e~.i� 3 E o a a t_ lNT. V�1U�✓ Nr�4 . '. --- jrwcTM r - _ t ;;t'r� � `�"` f 1� rN�,Et . �+EAVY Co. -- GCN ., �/be X N c i` --- -- - 1 t P✓E JT� , l! '1' 7 GYM P�L7 1 14 Co,*,,MF-TPv. F'P�N - W 2 yQ^r AT LL ale*-,M N Q I 1 " /_ COY f3D. AL:r+ �atpE u Y I t( s'/r � \ \ '• '' G' G tE AL 4X4X m ` , .\. �Tu17'�� t� tom'--4 o.G G�!P Foe 5rlwt 3 a J ,- :J� - `,_--�.a►�T. STEE.i. Fb gF.AT •mot nr� ,�' �,� , " LiMITo� --- - _ \ C .> tiGTAL «TuD 1-v to.u:, 1 WNGrZ- R FIN15H 12AlLt►JG �jJr G �TUP� vV'A!i \ 02,E �1�4uKF- Ai 6wF ( j ! rM x ' q"!.ca _ j \ �iJTTOM �t,�rJG-a � F 4" � - - i Ht v\? yx N \ i �r .►sc rZ EXT�wo�z wn��. I 3'-o" 2' co ' 2'-lo Y4" l ��a� \ s AT t,^ ,.�;' • --- __ _ �; _ Typical Detail 11 Ms fl � L- A� t ,\ 9 DetaU mI G �urcL 6 AT SERVICE STAIR AT ALL. =�"f�Z.tNG••� „�('i'ti?) i ! � _ 40 _ 1. try _ i 14 6W e5 1 fj �. �l`+ �J i, p , "A,7-E ` �tNG• T ..► r 3-4 5 T AB i t s�-�eN �j•'q� - — t r � .A iZYUW N T u LI Gra GNANN L STiJtJGEfZ / AT`t CIF -- _ } s , � GriANri L 1y/q� �} E:A T S2 ON NE-LP PNT A,,-IL- f ... r -t pllty 1"c1" -� I «su, Gw fi ` W ry � V� �.✓ A'r4.. An.:,7�N1� i +G I� � , .__ __ Q tNT Tot' WTTc�1 cT,+'? GAR,2 uNDE.K P P�, n+C*�I I a,ND NeCT AT 80x �' _ e,InE�✓ I�IC►J✓tE i f t yTee, TuP�E IkNGl;. ,� r- N i>a�Ni.. - 3 Gill" 2,�� 1�v6-z 7 t r - ' i l U PPc � TFC7tZM !9' -- --- - \ ft;` �N�To N STEfL. Qff� r, / "��,p. IPE Pam ' _ I i.1 ✓ / - t t MEN �tE r-cwt?JCa s C1 �1 d my M�� G✓TUD v�E.a P N�-t2ATtaN T?P� - _ 3x3 TUM =vr . m LL ,4No ��ouNr7 �If1aOrN ! « / SNvRT °`4mE - / Service, Stair Plan - -_.. __... ___ __ _- Y4"=�1'�" D e7�T - - `� — � 7 SECOND LEVEL EACH �Tru'P+G-�F; � + � ` �} �.p* u���ru c�r� z EAG N �O I� N Ems- '• ; � - --- - - - T �', t ,? y rt� 7 ; I I t \ GottCRTE f �: W '- >� Y C o�Z Q T,, 5 x 5 TuesE �+F MST - Y1:,.t� P.... 'aTrw �� +r �T GON7 ��G71JN�� \ PAN t�Lh-i G �. '^�� G 1.a�- Tt i�. \ -�y�BEN STRI Nv��•;� i \ � \ `� �; � ; Il � ,.����`�r�v�� I t_o JU Cs ✓'CX /"r,r�Pv+ t r : _T`7 a!v rUof: GAt.�JMN f ! \ , �i/ _. I I) _-._... a _ M + --�•+��p*1�11'j` Oi • '; ' 0 t .YWAt.l. 4LQMN�--�" _ -1" --- - - - - ` L)��:RVICE*STAJFI itudinal Section A�raverse Section LT Y1'IG�Vt..1 �ACIC- " N 4 ►,�.- �� CjT� 11�.� C,9`-Go" 1' 11" ERVICE STAIR 1 f2 GC7►+IG�`TIK �-it.t.gt� N l`14 Detail ...._ - �'/� i�o� ` 12\ Detail - - '/2 = i'o ice Stag Plan - -- Servi � A8 FIRST LEVEL I , w P DM F►..ASH I NG� �T'KI P ' EF'DM FCOO'r MEMe>K JF- NAiLEP. 71Z►P �-� -r,•'T Gv+ ai+rftt-, � Rtrtp tNSULA,TION - Nl7T� � --GENT, �E.AI.ANT ?:� �w -- - i MIN. WIDTH ! Z" LU r7EPrN _ 'ti SEATED �NOdD PlL4GK NG� �9YP. P� 1- _-- - _ __-- 'VARY TO A t 1 aVt- �i TGH p p p AV t71 T10 NP%L t\'IATF�1�-- ! CoYG_ �D,- NOTE END WITH - 4T k-IPNGE QFDEt�fNof INSUTAT►ON I h1 E�, ,. �'P t?in GAF�iNG PSE 1 I AO AT G 10 tNGEA��E WlpTh -- + --- 1✓►ETP.r. i" NG r r ` - I ! l 6ALV META,►- FUkfi1NCv OR, WALL c!>Y A7V;Vl�s i I 66171 IN40ULKtI1�N F ----- jUO- GIKT %Y gIDIN� GON"I<AGTOK ? "MC!:,NL r-uFZZrNCa t --- F"�NtSH "10 MATCH METAL. �rD,NG7 - ---} I I ►- O C�-f-Ar P` W&Cam+rT - a 1� Q>UILOINC� FEL; d>` EGt_ ! i ?JU rLviNCri t=ej•.'r METAL. DECK. WITH x 1�(aA. CaALv. -"(PE. .IN! Wopp ( ' EC>G-�E 5ffi`'t P a.T EAvIES(TY!! " " 1iNeA'T}i1NG t7D• t�LATt: 1 _ (OMPKGaN ��15TANTiN PAN FU- ___ „ a r Ft�' atOl Nf� GaNTKAc.TOR x ems` x 1-4 INODD SPAG�-►Z- COti1�PlON �Er�i�7ANT ;N t3LOC.NNU 2=o,i ._-. _ x t?9 WPOI> PAN Fit.l.t,FL O f 1 w t~, z', GAP• Go.StN� cam- , u. - - 3x �, ALv o x i x GoN T Ia GvNT 1 ---- ai r, v oft GtR, t�YW4d0 - - V ,LNG 1� 4111m �' �2" D � '�T�� Arl D A���i 2'r�2 � j•/ Tt T'� r .S' t... ZXJ' X�'•4'" �' r/r•V(4%�N _ y •� r- V�1 •�` �� r, co „ �,�- �E - Me.TAL FEU �-IrNC7 v o.G. USE GOuNT&P- C-ONT VV000 NNt M� fZ a E. TE, ? J�, PLYWc�aD - - i- .ANT W ITN N!>~EPF .3-G7"o.G. i� G�NEE , MGTA►. PLA�NIN U GONT 1t%�A^ �7k METAL. /2 X 'Zlt- 2 0 �UNt` F>1 TEtt� -TNR.EE - WOr ✓ 5PAGEK.r�iUa�. +N - -. F�AMIrJC� CLIPS �SG�A I •o i "F&K "f DAt�© ��-- GoN T9EA, W oc L7 i ",'I t RFAV 5 tUDS rE - r-- `t' �'-o°�,G. �., 1E�T METAL VEfsT1GI�►L g to A H C rC ♦440 N u T AT ffA4A V._ -TWO P'I EGE 1 tEA� F,.A.�H _ � P>LDGIVNG� ( x1oJ � 1� VUILfJlN6 F�E.LT O� ,�UA,J,.. W o I",N tlt_ G�-ice Ai.a►,rt NJM ; �� - r �'�,PA.GE t -W6IA AT e14 �-- -- WITE1 vJEEV> fa G. �EtNFC?RGiNCA A-r OC�r' Ai L } .AM nY.► �`}"�'�^ �v , �EAI.tV`�r �'-O"D. _J 01N75 `` --- - i t�u :E E7 S U Tt;P�GI�`� - I GoNtUo N A C�ALV. ,�LtP PiC'owoE t^ t i �I�NL� MS M At, 7o D v�KT1�L �T,tL1PJ AT PLY- Q / ,r�u LAT E D METAL ro R 'Yq"p FLrEGT1oN a u Q I pVtrKNEAt>:BELT+�'y°U �.. - -- G 10 X 1'3.'� GNAN N FRAME s I �" U�R7 Y A SJ CQ N4 OC '! 'UA0GTOR O �... r i I I _ _ pppR �5ra+�ror2T HEAD A1' MtD gPAN C -aoR-"!T GUT FROM ti ALyEIL .51PINCV PANEL_ '('1�PE G;ONTR JOINT ee AT F�QD 12 ram-(.AP, i<AW N EG:FZ 140042 V w � " AND GP.t..R.Y MENtC�ER� "rA 0 -r , i t ii __.- F'E�D �.� >EM�7t�iJ M>~TAt_ytDtNG N �" •o a Foor_ 1'3tr �a•�7.Lh. �t AME -C� �. P>A -� x 18j(?A GALV. T E - • --- --..._ I I - OWN N ar GT , D;.1L co p w -1_ rco� ?Y ) P -- - F''�td is L.�+1 W 11 A !.o NGA+1.6P f�1511 - Eie Q H'• w -40 01 ,A-LJ -L 1tZ� Tr> t -'�N At.LovJ�< METAL �11UP� TO q! OEFL�GTtoN (N �ULA.TtWa* H h• 1 Q"O-G r! U V StvG' �Rs v ---- •�" 4�1e' �+M It/nu PAi1-4 ' -r7 MA G� �,r�;Nc3 LAS�J ' 43�" �,�M `t � -��t�1'���ri H.t1 �pPlf�4ZTyt .}F Q W cc � .F , ,A.TT N<�U t�•TI vN 4�I8"+ . 4g/a"�2'1 M © Z 1- 3 cam, _ Detail 19 Detail Detail _ _ _ � ets _ _ _ _ ---_ _ � � co o - TYPICA VERHEAD OOR ON ITION , TYPICAL WiNDOW HEAD CONDITION AT METAL SIDING WALL T _ - WY-PICI! EAVES CONDITION ATMETAL BIDING WALLJAMB CONDITION EIFS TO GLAZING L O D HEAD C DtrL Q W.P A" oE SI<�'.,aHT FANL �t ?. ~ G" PANE.L t a " 4 MET TUD Wg (pL• W = - 4"%4" 4S/d Z y A.NL� �,,�''LC7GKtN(� ('a:.Rta-) 4- f �' F• • / �3W. tJO, hLOP �hAD I � U E 3 FOR AIDDITiONA,. tr:,OG�FrNG j I - _! Q oc x y,/ D NOTES �� ETPxI' ,• GOM P2E�j1[?N FIL;. A:T WT-� Mf:TAi r�iD1NG MFCtitZ'G� i try PANE1 P>1" r�IDING MFL�IC(lYf?} O ��NEET METAL !'LA`.�HIN i - \ �TANDAPU ODG�fZ, SINE OF ?uA�11G Z AND WJATaKP'F.00FtNGG _71 _ ; r `` M� p� TAP- E Z �;K°y L.1GMT GoN r>;fNG7cDFZ N JAMP> 'tR.IM- NO-le.�. ..AMiNATE -+TOOL t LL FIASHTC L_P DING Z t' ?, AcIulr pEA.-ANT N� i - GONT, �.j,F�i- RETURN P>ATT IN�gJLATiDN - 3 > I4P.LWAL.L Sic�11GHT � W rw1O� QE GAl- I J i" EAt,A . JAGr�FC AG71�AL. GoNN@3GTICaN Td EIS �" OD CTY � T �uG" / ,� , 'iZ, 1 D'/2 1 ND4W , 5 U tZE 15 TO P E DE - - _ V 1 � it �M ' � � w " MitiED OP( THE _ - �, - _f - F- �� EX, c:7h: G-►+Z• � �1!a�•-,T � � � _ #- �•1. moo. %V`{`rJ4~Df AND I 'c7N r tZAG TC79t- D Gdvi�P t N S J t ) `� r2 U WG T �TE.0 TI C 'c0 G, TEA" D WOtaD I GNiN G h G4tJ�1' EAT BAN C� - llei' _ t/�2"GlNI�ATN I N G u"3r AT oO° LOCATION TO t'%E / \` �D• --...---------- - -- rli ' I � G� 7 W 1 c. ------- �ET�rNitNF�7 I a` 1f= Gar s- -- C ><ib�1 MgTAL l ZWo METAL 5Tut7'� ,tom U�NT ,r w \ l _ 5TUP67(2 1�4"aG. 1_ y FOK POST FULL HEIGHT f I &X(f TUi,*_ cow MN - �r- c',oNT. GhYD GA51NC� iAD p INIOUt,A1"aN A� n ourla FOUR Cj�X , JA41 METAL TD UNDEK:S{D F p METAi FtJ��Ihf�a A5 t uI�ED 1 JG� XGuLL NEaGHT \ G10x1a.3GNANNE•L �'fUO�>'JALV)) AN < - /L'. Fw1kGUP AT F�?�>FZ ?��1`��.MP/LY FC�i� +'o'*T 9 7/ - b H" T M T rzN� UN(7ER.c3r0E .1P�QFZ NQTE: PiZOV1 : ; 5 x 3 ��F�T Cal-Ls A4 G4 rA r r-> ? GYP. _r2EtNF>7RGING- EACH c�FPaF_AM - PIZ SIDE `' E E f.h Z AT �.r-! wELv ACT CvU� T 1 -__/� t i t n �jIVE of TUOE G�►✓1N ?'I-art. L. x T . IraX Z IIa LXY� c r Gd IP P ,d uPSyU 'G i�t ti!� 5•F i 1 //i f >< 4 '/�{ t xd 1t V GKJ.,r L t TI' " x 3 t - - �✓t� s) aT T ca t� 5 �LD� NG c Tl P, I =�„ . I - Nr:�D > X x T, AL TKAGK � A�7 AaNC3LC- 1 A C,c�a�a w E:.D AT x 3 �iL ) CORN Eq ��N'r FANEL 0 0 G x '7"LG ?NR K-F_7 1 OI�J Ga I - M.ETP�L I p D - ----- - 19. D NNLE� FiO2 Z R TLI N(TYi.) V G ING - c� 'f p - �4-"x ez tNj-x '��'j f w E D A-i vv-3 7-C&GK 6U A9.+ AN D AT A` w Y \ 3 x 3 CLIP (.D S'-0"O.G. I `-' __ RETuKN 15' �UILDItvC� FELT 'b � ;ER?> (=Y�' cv�aT�.~� _.___ -_- _ti -----_-__-- GAC»:FZY (FYI? c3t7• ARC�uND Fc7cL OvE iF�°.G *7c�UtC '1?ZAG _-_ - pc 2"THK:K- IN`�ULA-(ED �t15PE!.k`�;G.•D C�IUNGa -- � -'�; � SdFP�"T � I "�.,JM D DER OVERNEA.C7 ,P Detail ,�2„ 1'_ _ __. - 7� Detail _ _ ©w Detail ,�i2 �' o'' a _ 16 EAVES CONDITION AT SKYLIGHT - -R 2� TYPICAL OVERHEAD DOOR JAMB 23 CONDITION AT WINDOW JAMB IN METAL SIDING WALL Via; CONDITION AT WINDOW JAMB IN E.LF.S. WALL i<ALvVA�.� YliC iT GG"`tiLC.T10N�a To 1'- O" �4 'Fi e., �n �KY'.rc ATk IZZTUKN E.l.P��. TO DEPTH OF ---- --- 5 MALL 1E r ION THE TIZ,UC, toe P�r;E To DrsTEsrrv►i�iEO �' r ,r r i 5T :. Air. I3Y TNO SKYUGHT CON KP•GTOK AND GLA\_tNC� aT©P AT MF:�ANINE __._. µAt�EFZAT '/4� 7� � GGIv2ptNATr ��'T+�E G G. ! SET ALUM �5l;.L IN 1' --- t- .,.., OM t p PAD of, vim' PAD. �a W - %�" HEATHIIJG �D, W m •3p. '' a .- t �+ c -- ___ -- i PLkST �- LtaMINP.TE GG'r'1PC �.�5;F>L.E --- - 4"x 1 PE f '-'+ W 12 GiRT to n i TEti�PE Gt-EAFZ h4 Gi.A t� i !+ PAGi� ot.► 'aq" �; .L. � TA,r'E ' JW 7A' 7UD �IT>r iN tY.A,LNG Ay5 WITH I i 111.�(WDUD_�U�T�A•TE --- _ T AGE Go�D 3Y : F t�.M AT N 3 FA C.E ( r I ' x x GON Z � ,,O W'E' �'�.� /b H W to ac f I N EE D N. 1 fa00�.�� G• _----- ----- F'L A:aTiG ...°MINA-TE !-pGKING� AN LE SEAT A' C.0. 4Nt.V "..woop NAI' ERA __ _ (' > F- _ i pi.UM. FRPJ"IE SlSTEM W;Tr; i'CFj Wc�oO G2oLi�a WITH t'>AGr{EET lDl '� RGj r�TAND " � yyvv ON 1/c7!)' � ` ILL- LA.C.�H �✓"�GTI ON n n u � 1\ _ __-Q x i 6A, T~'�E �W GALV• F- f'�NC►p{��CD FINt �N PILOGKING'a f.T J X,.X y/i X 2 F- W L - VVwL 5-oTw'TE z ' �, GUT FIT A1\i'Gi E G L gl,p ,Af >r A, STUD GOP AT C N V1 �T. k T :1�OED �12ILL I �� w n v� rT L _I - W1 AN Lr® �,T SGx� r,D Wf'rH DF fff '��"ExTt=sir Ft WoaD 1 .ANDG*3 T tN R.0. ONL AJJGLE 1'-�¢ c7. _ GQN'. 45E.N,,.ANT i7EA� 1rINt H To�c:N A�FfZAMES T" ,7 �STOOL 5U eoTRAT GON1f'R£ l E i✓1L1.F,.1� _ Z qU PAINT GrZ GG►t•1T ---- �___ , \.,' _ N"r 1N PAN AT .'i CON ;✓ 1 Q U j" -- - tr-- a F.I.F.G. -- --_ --- ---------- r--R1G2D�NN�'n4N � " �jt21T��..�NG _ _ _': _. .. _ -_ __. __._ _ _ 1P�GA. X GONTT�. .GALN. i Q P>A'�r I L TI - / M Et r+aN t L.Y A �:�•�W AND - I \ - I � ..AGH &5TUO �^ I ATE N T1/�G 5 J5�� V4 Th �jq TT �E I N RMGEN�a �RNGiZ w Z N r' I -- c.IET IW t 'Tlt .f*0M FLASHING 1�laAx GONT. 3HaLT , E �� V) i _- ,N0ULr.7� � - � Q Q P N ; y,� G NEtZ �EINFORGING( '`�') , = a WOO© i'l-OUP Nv -- C ALv 5N METAL CON :�E.A 7e- I�LV. METAL,- -� T 'j�A`T�-D UONA'. E1Z� rti Tn I _ •4 M� PAL �Tc;D r E3 GO G f P,X�K1 AT -o•o.c. 'f0� 6F,1/r;L EVEAL AT �Lc7PFJD -_ ,; A TER 07 F` ��HIN -OVER WOOD f'>LOG JN9 WOCTD ��G , , : : t �_ F- - FUr121N6 q"4•G. 70 INTe-A0K �0E OF' F ' �rvP GO+ E TH GoNT "IJ7(9A gET - _.,s JDWP W 2 �o NT, 1 �q ,q���y W - TREATEV ANp c.-AC�EU �:'NT ME.;AL GOt2N G3xCv NEB �i � z PiTGH i2iGGtD IN.rULATtON TO DirAiN _ * GONT.T��TED W[�D �; �aTOP- - �OI�Erx�u�[�Et�+� NIt2Gt HP�v WOOD tDGI V►JG � >� T W P.7 "x 1baA.C�st.V _ - �9 3i4"ExT 1DR G-rR. P��wooD -iUC" IRATE -_ ,� .. . >`p•�T�►J Al Goc'ED �r;5 E�c1H StD,E �. TU _, 6 -OaGiG GoN T W QO iD ;v A I LE•R. . OF w12 1RT' m i }1 / I - - G+-A�- �TUERAtJL�,:.9� �N7 tZOD TY�� t ' \ _ , ` c1 6at IT ALUM GLEA7 GAP �H tNla ._ � F ! - ' --t F iV 1,; � T, \ 1ETA'� itt+ir~ » 1 GON-r M�Tn.L EC Pk:E EX 1 f ` c1• G y �FA N T1vN5 t- - Ir.;.rr 5. KF-TUKN <_ A>;v'U D 1•.AW r.iEEK. 1(on0 5.5. -- -- _ --- - i ALL pp��NNF.1:TRA ` G�E�ODt�D _ .- E.PD.M. FLASHING--r 1N DRYWAiLt... I � W u .- (�t'l FI -P GONT METAL _ �?T1ZJP- ENV WfTN i E f cAM yYST�M(1Y1?) „ �f 'F, ,�, GjT E E. .}e9r►<aT DF.G•K 1~l.Lt rL Gu U I^'i`e"P•) 1 -- u--- 2/2' i `f 1<M OW G A � R�G ��E�LANT - ' ' „ �•. -- _. -- y�!`IT+-1 LOW E. F,�M AT �3P � - t _ - I Dteta�l _ i 0, 24 Detail �2 = _ _ Detail L,-,,,, CONDITION AT WINDOW SILL IN METAL SIDING WALL ILL CONDITION SKYt�tI`4Tp -T --- = - _ �r _ ,1 ___ ____-r� �x�/,� X ,NT CONDITION AT WINDOW HEAD IN E.F.I.S. WALL ---- I AN LE PKGK01T _. 28 4• - , Car 7.1 G _ -- CON`. �.>i•��-T �1ETP�..- r.�PiNC� � E ''►T F3E=�'Nt �. 5"xg"xt �w P.NC.D Gt..Ed.T✓- `�-OF� r=>�:��. _ Ua,Lv, � 4.10 „ o i �-oN-I E.P.D.M. 1'�'✓�.�.�NMG-, .cT N�T�' sr.-- - , IP; x ExTI.Pu02 \ 1 _ , EET ME7ALGPPINC� �� �LWAi.I v® +v QUAi C �2.N I rr✓ ri�l-✓r p 6R. PLYWOOD \ " " 'r< 2"FPG kt4o W-d'L5skf, � 1 - --- it LAGou�,Tl�.At. 10�4 �• __ METAL �.>IDING PANEL. �€ GoNT _ gG �'u PIPE �E��, ( � FI�EiZGP•NT - ---- ---- \ 34 ----*- U � rc �� W DEL+EFf� BUTTON DOWN p �- -� � � pC,P.L1+�Je°\1..L. .Ah�'RtT/E-D �1`ALANT �j Er>=•='s dhJ E P� ----- - � j` ilVAhrt�"`y-(�+D,1•�.)(T�) ! - �i-iAF' --V "C�CE.A-1 F._.D � rit,d. ��avlD Ip�-.�ULAT1oN . 'YVODD C t NeuI.ATioN 4:%445ufce >d(aA t-i TAL STuo.�a i �i THICK- PI'fGH '10 DRAIN __ _aEAI.�•ti�T ?1 }dNST UG VON Pt � D� c M�TO\L D+✓GK - -t�2' �1=ATH�'vC� �D. (-0nGu �N6 MF ��" c>TANDP�G • , N t AND W E LY TO AGGOMOI f i I, _- FOU K P� �c 1t�c�aP.• ! �PJ��E !'n' .�.�Tl:E L G i�1�F T A 51�M +L.�' .F.�. 7• Q _GQN 1N FtE�- A5 WNOF DttCir,GTiOrJ I `�! Jx ¢Apt U�-JET _ ,r t `_- `'iLL N t F-L P O,O F_4L, TO ,V.AG,KB•� . M FGR` i - i Gm � 4m rlV b W IT4-t l x 4 x 3 to ,�('. „ _ _ - -- _, - T r � _ 1EtAL ST D� r 1---� J A�'N��L� rUK GIN t. SLOYF� cv . E.I.1=,S. -;< N - rpN _ -- - !�i rzT i AG.►<.E--A - 1zE'uwy :�zYW EaLL .=" -'. - _.. _ m.�--- Q M - -- _--1. FocZ .�D�irtT �R0 . ..L'r tt�tEAiHEk: - STEELG '.PNFT �P>W 1lo i-ULL _ ="_'`- o GGONT, .'.NEAR 2E71Jti,TJ (FONT (�jP.1 f tNSULNION �R OIFEUSEIR I i I WG'Op �LOGKJNC� SEAL�a HEAR AND JPIN1V� j'`LUSH 1c�G�A SEf�MuL>-� f�� i I (WEI.0E f) y ITH 14 UA. 70P i\WV jj'X�1"K 1 CaA �iN r� "X f�"x 1bC�P•. GUF' W ITN I (�F') U` t: 4ERD #�j2P�A�ILL P>oTTc� GHANNEL-.�, l4 GSA. METAL WITH TWo f4 ", N/O 2"x rVt(oG>LoTj -vVEl17 s �KC7TEGTION AND �E�D I GLon7�i2 �CEINFURGEMENII bGA PART ME1?.L STuD AT GoNT. 5x3ANGi..1; l_ - ----fie G+svvr,t4uT 4-wa m'sz5.C A v 1W) o ,.� gl'-G►"-2%z '�E E 2'I 3 2� LOIN ETE�EIPD � I � (c 57°.>' TNRE�JNOi-D a , �� 1�t� HiNC�E �NFOr~U NCB, 1!m Ga. µ��[7?IZAGK A►.ww --- I - � H , _ G� f '� G-r-i NDE2 LOCK.•t�F�NFOfZGi NC7 1i/4 t?F.�LEGTI i!✓11 L �Ne R 1 ON WALL CG AW WITH Y-'Otte LY51Y94N E �. y i , I s 1�" oLID GUIZE-;700- o F>e VICMW f �/2N(�YYYv ON � N�t�.TF3KPGKET � �O -a a x a NOTC: �AN1 GON(Vt71c'�hf PAINTED. (T�•P,) n _ W�.LD A 13>:AM "M q JW TYPE 1PbA, - �jA'TT lNr�uuA�;O1J 0 . . + � 4 / 1'-2 �, 10 � 2 !s SI M I UgE�IpINCa METAL "�TU05. 1' q'n G• � Ij I MFG�R'Sl. 57r�wDARrD 4"ME''A� �TO"OG. or O i7 7AJL. PCOV PC vN T / � (ZECZuI rzED STRUT %2 1 111'Z& I �' - Detail ," -a' etafl �iZd ,� Detail 1v " - 254 ... _-._.___._. I 9-- CONDITION AT SLOPED E.I.F.S. .PARAPET & SKYLIGHT CONDITION AT NEW VEHICLE DELIVERY & MEZZANINE - -W_� -� - TYPICAL DOOR HEAD IN METAL SIDING WALL t ONDITION AT EAVES & E.LF.S. WALL ROOM FINISH SCHEDULE DOOR SCHEDULE Doors _..M_. ..__.,_ ..._w_..._._._ .... ... ,..,.._. .._.......»,�.. I ._ -_...._.......-----• t•cd o T To .mfGr+tt,EE � ,. FLOOR WALLS BASE CEILING OTHER ) DOORS FRAMES W 1 J 1 1 y d 1 ( # SIZE TYPE MATERIAL FINISH ITYPE MATERIAL FINISH HARDWARE REMARKS SIGNAGE ', c_ j = c ( y °: ` d10 2) 3° x 9 A ALUM/G1.. ANGDIG A ALUM. ANODiG �`� CL1 TH1 WS --- - •m C 0 0a ' ' e G VckVC F4i NT h4i rT ECID M . UJ Z g>, YaTem P.PAIJT. 3 I JT PR I / C3 UCD ao d10 3 x 7 t c ," ` p Alai p C — u I eo >.; c Os o `' plc M C � cN c , O ' a, y S _ �� ; -- N d 10 3Q x 7 C NNC o PA4NT B N M PAINT PkNAGY CL3 uco 0 �--- -T w O a> eo ev �, o ro 0 o I as c 3 I I d I ev d 10 2 - _— �_-- __ # ; SPACE V V IJ U u. > j; a i a 3 V , U ' w V > )z C7 jQ fw ; ' _ ' REMARKS a - - - - _ a; I 4 ,�7 C W000 PAINT 15 0 M RAI NT �'.. UcD �``' E- 100 r . . .,_. 3`'- x71 G \AA00V �I4T b u� PJ41NT �rSoG►� MW 1 reception Q O +�% O �r d10 Q 101 waiting 00 d10 , 3Q x 72 G Wcxx7 ?Aiq-f 8 _ O CC 102 new veh. deliv. Q ' O ( . i d 10 3 x 7® c Wcx�c Pa1H7 t3 Nw1 DINT ��SG`� .WN ITofZ N W 10 f & i office Q { r O ng '` v , g A AWM/Iaw ANov+G A Au)+• ,4Noolc CLI TH1 WS A B Q f- W 10 1103 � d1409j °��' _ 104 vending 10 O Q O i 114 - 1 d11 3sx7e C µM PAINT 8 14M PANT 1.c�e" CL3 TH1'Ws r �� __ 0 W � CN O 105 passage O �5 - �` r I14 d11 bx-A79 A, AW,n/G+- . ,hNoa+G-- A ALUM kt- O C- LO.Xoy- ..r CL1 TH1 Ws i/AwNEgr2 35cs swrNCa uPwaszc "i►�G 56GTIaNA� Z �- 3 _ Rrort WITH Go-9 PULL, �, W►TN IMP. GL, LITr�g o. 106 men O O `� + r-ON 1SAL9C, =LOSGR 2 Tµl, . ;NSUt�. .g = 107 women Q O '' 9� :i113 'Y.T G HM 4�c1►v'T 6 NM DINT �x�T TH1 WS F- V ao _ ._..__._ - _ o N � W 108 janitor Q ` + r. d11 34x ?'- NM Pa►uT r3 uM - ?-AiWT LZr..465:7- TH/ WS to"it Louvarz >'f W Q n 109 sales consultants O C r 114 - d11 3 A -7 _ D NM FAIWT 3 WA PAINT l.�z►c - -- - 4--- - W un r' ^ 1! d 11 30,c 7s D Nhn PAI NT B NM PAINT f^*-y. CL3 pC = 110 sales mgr. Q Q �.. _ 4 _._ _. - - ------------ -- � 111 showroom O Q O C Jrx7-' G HM �lIJT $ HM PAIr-4T P�'�� _ WM • _ /407"P C.�. Q 3 p....11 .Y d117 112 cashier Q r7 (� IF4 d118, K-S-A1©e B STt. PAaINT 04 , - - WS k O 3 s t rn t r` 114 d11 12 ex E5 STr- IFAINT oN � - Ws _ ,� v 3 Z z a u sore Q O _ - _ _._ _ �, z d120 34 ><?`� G wo PA I e9 F4M PKIN-r pC 114 parts storage Q Q I Q Ito _ 1 15 _ d 121 3o x 7 o G HIM LU P 13 HM W_ P^4n1T I Gafi Wr W TM CL3 _ W A 1 hI T z + 116 tech hall 10 r' _-- _ 117 storage O , Q O '�' ' t P ,�� NO A 10.3 Z' 118 compressor O O I O ( t N© P'A►"-r d2001 3`x74 c w4ov FAINT B NI+�+ PANT _ .-. 1 t-� ! r` q!c d2 O 1 Z '� 7" C Vui�D PAINT 8 F �„h W T plea v1�G>' TM _.. 119 service manager G 1�0LLd�N META. OR NoL1r� �+F�Ad•. 02 < � r- .�n.- �;w� �,i d20 ZQ x'7o G f-A44 ( 6 I4M PIk►N't' RZ1�/t,GY T1et WoM>�N AINT Grza� SoLlo n,NT v I vE s>o�I c W a 120 service reception i air , c_ N1cr.�zE' _ GG R E '311Z�H E �31�2G H w/ IGnn f� cs� 4- z ; --{.` r p v 3 WA nl a ' N "�r� c$ t " G L �AsS 1 i service C i i �' .* t+ �.� ti�:x ,T c, d20 3 A 7 G PAa�1T tS NM l®AINT ��E i d20 3t x7 e D wcb� PAINT 5 AM F!4►NT F:0,5G^� SS at.3 C01 _ _v. - __ . Notes d20 3e x72 C �, e=nv i d2p 3- Y. -7 Q C Wmv f-A4WT 13 FAA PAINT ^A�GP•Gor CL3 All aluminum doors and frames shall have a 200 dealer's office 0 ^ t 1 !' 114 d20 V x-t= C \NCX= rAW4T' I3 NM PANT clear anodized finish. - ( T I d20 3c x 7' G W� IVAINT B 14M F**AT ?�h s�61E CL3 u� I-- All closers in aluminum and lass doors shall be 201 toilet Q _ _ ._ _ ----------__ 9 202 women (; !' '' d20 St x 7 s G WCbv- - Prk4T b NM �^iP4T rA%4AC� TM UCD concealed type. 203 computer ? f " I '` i g6 6210 3e x7Q C � PAINT B HM FAw) t.rX.�a:T ►�cD Whenever possible, mount surface closers on the side 204 storage O O _ _ -__ __ of the door which is less likely to be visible to 205 administration O I�' I14 _ the public. 206 corridor O 114 _ Refer to Specifications Section 01030 for 207 training room O O r I4 �;�,�,� !- Alternate #2: Interior Aluminum Door Frames. 208 lunchroom ` ' r 1►4 i _ — _ Provide 'SAFETY' glass where required by Code. 1 209toilet - ._. Q ,- t� •"' 114 w ) 210 locker room ' 114 Refer to Floor Plans for quantities. W H 211 janitor Q �' �.� '_' _ N 212 corridor Q ^ _ Hardware finish shall be Polished Chrome. Z r IW 1 N w N _ C w stair 1 O O 214 U r f stair 2 01 Q C� Q _.__ 3 a� alp• ; ' 4 0-7- i W N _ Z 0 COLOR SCHEDULE �� ' IA �J �_ � 2 2'r-ra W Z C� ,.'1�7D 'C"J2[9pJ�•.IC'�'AMC-•1�..E ,r N N Z i � 'f � td _fig W I _, Z a -- g�_o + it _ H �---- -- --- _,� ,r-.------ -�- --,�-------- - - . -_----- - ,� 3 1 ; - - ,...r...... . .. . U 0-It Lu IAA "J , )Retail _ -� �DR�%J .I -� Detail -� �'a *1TYPICAL DOOR JAMB OOMB AT SIDELITE MITRED GLAZED CORNER (HEAD CONDITION SMNfLAR) T _-- ._. - --___ -- g _.. - _-_— --.--- -..._— --- r�5 ✓�<. L.t �l�_ — ..�---- ! Q w�, W Hardware Legend d Z CL 1 CONCEALED CLOSER ALUMINUM DOORS Q H CL2 CONCEALED CLOSER - WOOD DOORS CL3 SURFACE MOUNTED CLOSER WOOD DOORS, HM DOORS Iw TH1 ALUMINUM THRESHOLD :EcTH2 MARBLE THRFSHOLD WS WEATHERSTRIPPING r y SS SOUNDSTRIPPING i UCD UNDERCUT DOOR 1,2•' W 0 0 p 0 i u, A 10 Q l ©" f tra" - ear► "wt2 4. oN Z,.V" 20' - c�"' (e�►.�� �,o� ? 31.Ow 1 2 PIP .4 11 1.5.'- all ('AL-r'�t�lu-'L +�� � V .TT .. � �-s'..�r� -� oD 00 '0 O Llj �, _ --T-- _ - ---- -- ---- - __ ___ _- - 1' _ ,� ' u --- -� o - t 1 a I t I I � � _ + � r3"cta►�� ' -�; `mac..:, �^� U v a CN r ; 19 o0 O W _ Q I 1 1 11 1 r Uj 4✓Z 1 tl - �1-�11 1 O° 'r 1 •wG;'a'' 1 C71 - D�/4� (�Aslr� ` 10' 04"C � 4'� ) r Z 1-d�9r.-f 3- ?yi 1 IVY F.aw�t_ � : 2a - 1 0,•.�+it� +t'�4 ) 7 G /4 pvi IQ EG2L1� 9PA:.�S 5 - f A.L.; 1 w Section , "Section Section TION ENTRY 1 .._.___. _... _. _ _ _ _ _ _ - THRU RECEP THRU NEW VEHICLE DELIVERY THRU NEW VEHICLE DELIVERY (Entry Canopy dimensions similar) �' (Entry Canopy dimensions similar) �G` S11�s�" �N T s C� n . ,xrRA ;lko.c vn•L au i !r' �E k_Ch 1 I I ! r . s'uwou+n Pvc Urec sUw �-�' �'�b M� SEE El£VAT,ON �� CUM ,3h'i''."�,.G. �O'.11 hi ' r� � ;,� \ I at.► � "-a• , i i s/,e (7 t I© R. U>Z ` I �►— «1T12 ci/'T.. ®tP�. SCE PLAN _ E" • STANDARD PIPE 10 TUBE COLums .. Yf _ s I �� I 1 f4' F�— 1 �4` C I u I I 4� I ' �% _ — -_ __ PLAN VIEW PPE c- FS I /.-.19QT I 1 1 Jd / ")rl's41.�S _.L 3 ,/i c•.e. /e• R X}{ + TIr(ASSET c i i I I 3/4-0 X ROO / c STEEL It / 1 L_S._ V �h , i (TW.) --�< 3 ' -� i •PIPE BRACE _.� 1 pj 'F T:2!� r6- PIPIT �{ � L � J A9 FCr rar in Plan ___ Detail _ _ CANOPY EW VEHICLE DELIVERY _ —.-- — -- -- _ PLAN VIEW AT CENTER TIE ROD-CONNECTION -� _ W (ENTRY CANOPY / 1. I PL1.;t AT ROOF LEVEL -- PLAN ABOVE ROOF LEVEL ---_ N ,4 _ .. m - rrr) ,�- --_ _ w 1 ,---_.. Detail I t�=,=� l ���_�'-�� Detail -_�s i'-o q N N C�yI ( 9 @,,Retai13 L��►�tiC' 1 _ PLAN AT CORNER POST (NVD ONLY) � I 5 I W - 4}-- DFAURS14P D"NG C Io _ L h �.�° 1IT .--FIN ON e , 3/3• Sr PIPE ;vPPCRT W Z % TL0 L- l�F� I y Z 1 �1( tT'I( 3 - gi r , p�c tea+..-� WAL.0 R,nl'j �- � t ;{- - - JVMT e{I r ) t' - - - T.S. 10". 10- I s le• TYP. Roof Plan t Detail `° '" ` ! ANOPY AT NEW VEHICLE DELIVERY SECTION AT CENTER.TIE ROD CONNECTION (ENTRY CANOPY SIMILAR) r - I - - - - - - - i I AU 6Nl(_T') F'If`E SEL'+E ern G. ,4''c� ar:�. t�a.A Gf. F,�c� �x71zA�7ZZi��?'3�o I I Gwv+r�- i I U I W D?C !O'--t— --- st 14 a-�'-- Q NOTE: The entire canopy and New Vehicle Delivery module is to painted r, -4 NA c_c�v►x� - - - - - � � Benj. Moore # 1615, except for the continuous pipe beam at 10'-0" AFF, U. L � which is to be the RED ACCENT color. Z 1 F._. . l�At✓•r.r",- P _'y►y M r'�C RA'!'L9F, `+7�'• Q 16 vril 1 DEFr..�G" OtJ - - --�1r---- - �, W m C 4 Detail f �l 7 Detail 10 Detail o Z W ROOF EDGE SECTION SECTION AT CENTER BEAM PIPE BRACE ATCOLUMN 1 A �t 1 } • I INCH - 20 FEET �0 0 z0 40 soo ti ' f 37I78 Z N 00 • • III / / W 10 p •a • _ EDP to ui Oro Lu PAUL CN RYLL �� r C sot`ET _ rE,s1E,V : © W o No 32a•18 a<<cD E`Cp0 i✓jp� - _ _,l, 1_ l ' Z 3 c+v Os - - ; Z W01 V, / or fir' .;c^, .._ --� �►r/ ui f f �JI 'a 11iC ' . r 00 Z 30 Lu I/ > uj 4 C.a TCff a SIN T - RIM = 37. 06 ` G A�J tF NTf�t JQ �+ ��" c) v IT f"i , 1.) 1 �k. � I 37 - 14139 K N ;:9` _fg ._ppr ,, __ �'\ ",� `1B"_pp . h ,• f SEED 6 00 n , ' -00 �p 40 — ; ui 12p. 00 G'04/pp 9 '00 ` ,!✓ _ 2xrj p /i ,/Yp /Q M -o- = UTILITY POLE -'�T,gICI�-y ayD o = SIGN I �- HYDR.aNT - - , r F_7/VIS/1NG CON91TIONS R-AN » Q s TREE �" 4 PREPARED FOR CATCH BASIN EDIYARD L f--Sl- If = VA VL E/SHUTOFF CAL E .1 " = 20 ' ✓UL Y .1, 1981 FALL E SOME-YIVG AND ENGINFERTNG, INC. i r = kOODEN FENCE 41 441 ROUTE _730, SANDWICH, MA �rIRE FENCE P<OJECT NUMBER 89-057 , N . IL f 1 INCH 4 20 FEE l 1 . � �• �p C'�.. "!'t G►� ►.�S'P �4?G,.�.+t O� � G��•Il"5' t� ��'� U t2 S N A 1.�. 0 20 -ro 50 X� �....7 1J '� �r • ,� +.0' 5�. ? ► c.�. :s�G�e.�l ►G �G .roc ir•9� Yc.�T,Ai Y� . Wf.`'; 5 i . ALL 7 C7KNlW.A`t �t Ttv�O F wy�. L. V OD t�}�G MP11 � S 1 Lt C3 �.:, � VG`r ��. ► ► � 5'T'�?►LT bt MA►WrA1►.jeb DiReCYJ-4 k Z c� [ Q r� " t..1 NG _ t`'C�'9Pr.R��3 S'A w Py"�. .'- GG►.:� � r� ,�u►..tQ �►�•�•�vr�1►�� a>~ Rt>>�c�r"►ir Yo OD ac ' }RJL '' 1(7R�J . �:�► >-S►'ti:. GA`tGr9ASiN 10 O uJ o 04y Q 1 0T9. : ALL CAR GARR)LR DELIIVVL�Z`(" "r"r4e.. C"RXSLCZ t. 16ATuMv.i DE�lLi.t2 . tii 5 �11A11. i"cxi`S" i:c : THGTu.SD `81'T�� 'Tttl)C�H Ta-t�. GYi�1'S1. bRlu�- oc Oki �Q R T H Q TR G�Cc.'r 0 r.S Ltd P►'D (� -51 ? r41.5 D "1"N �,1-�•� t/'1 W- o C X 1'�' T�E S 1 T� V�A '�"�-1� 1 H1 P inn_ �t'�.� �.•.r,a,y c}.s`s'o STeys► 5 S-T'Rr.ET. ~ W 90' y uj ui T ui - M ►. 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Zt.VC& , pA,�K1NC► , W)�VIW� CAt'c c�.t, I1 i�.`r'':. lt.�. �'� /.T 'I • 1y •91 ADD TFzCES� w �L't#.j ��ti✓�►a`a �� . �C*��ItH�Gti 'to � ', , � ,��5,�>�` 'f'?' .i'�tiQ � '`;;� �C}��.►... � `-'-...,." � TANK,A v� ►•10"�E� � _ • 1 ' �'�x��+T G�t'.►'c'O1aFC r>,��`N�. ;��'�1„f+"'i , AOD Sc�cttr�J141G : aDo �C►aGe. Y NIAI�L/A'C; v.., ., r�►►.a. 'T KA v F.Lwi4-t' ►O ZC� , A t,D �'Fco a. wf:.,� �t� _ =. NA►�O1 C A P fZAM D L,C�C,A.T.O N � yC,���►.. Dv rc�i�,$"�'� r �= ''TIL I T�Y Pal- AL !rg1C�•,J'�J ..li{�J v ' 12' l c�tiv►S!. 8. ►L Ca►�.6► �• D► i�r rr� < " "� ,�/•,l.:�r , , 5 R is tr oC ATE. � `�'`� D v 1�1 Qb�Iw Z� rZ'E�'V 1 S F. V 1 S 1'L�`(' I.GZ�E.lk i l A►..a'i� - S GA 7P1. R� , i�►-`►O Zv i ! 10-ZZ'91 tie-vv�'e G V%.t f=�.AC+►US c,►.y frs'Cf��/ft t�4� STR�.I�C.Y ..�'. _ rlYl11�7.�Nt ►��.MOv�. �3u�lD�N6 CA►•�O�"i ' K�MovE PArZK�1~�G • ', PG,C�.5 Air h/LAY AVV ALGE5'5' 6,A-,e AT W.&Ie J �tViS �E*�� Q - TREE (Q 310.29 .q 1 t.)EL �. � ►- a.�.►c1► ►� o.vc> r,i vvk Ft : sa�.?To 1 v KY � 4 SI IF PL tr " M J CA TCx dA 54V r �� PREPARED FCV� - � � )[�',} [� / / r � of '�a ►„>c,RT M ;"1 R e.tT i�� �`{` IN Or�.. L UWA�7V L E, L 1 ��_ 'p ii `� htnv,Lri tit _ SCAL c 1 " - 20 • �'UL Y 1, 1991 n �Nn„tw,c: it rJG',�EN FENC U;•. .«M ` NO �1�412U A CIVIL � �, � ; — - , � . _ , EA GL F J UP VFYING AM) ENgI NEER.ING, bi fry . 1 .3 t,.— #- - ;�1 FENCE 9OUAE 130, SAN IVICf-1, 1 ,',t� r PROJECT IVUHVEP 39-05I Ll qFF WF)'! ' / S :~ CAR CARA14'? t���1Y l' NHS1 �rE BOA= w s. L•,"t 'c,�t,,`�"1G14T Diarlieter cadil Description,YARCt.L.S t'8G: LCC' 136U91'; "1'CiSL'Y" t.U'1':Ut::l:0 IsuOK 4191 , PACE2b K i► cOyILK `� " '✓ nning Hoard Subdivision Numbers MIA { "I" t)IA AM �_� _._- - A33cssot 's Map and Parcel Numbers MAt' 309 LOT 237 '-T D antetor t3" Property Address s 1 1 2 IIA5SF.'T'T LANE, HYANNTS ".• a S IREE c'S' FF?A,k4I e _ _ Frarnu s rate — _ -- -- ET Q7 17" L)iA '0" (CIA � __v 9 l �- Top Ela;vlRi E EIS D T SIRE C) �5' t coot~�z Z c o� Mt ___ —_._ F"�L Krc-iv`C ST V y EL T pUBLI _ hrvockou T u�r;v'� 1av��( :. t�r��:t�. ,�,L�r-t ()WN �,^ _ Ft OF PROPERTY APPLICANT F tER, NIQE a, �� ' �iJ, u�tUV' _L, Adjust to grade With Names EDWARD LESLTE_ 50, DO J:�. d.Q: �. __: ^� Vick by others Address, -- Names SAME' •. - — �1�—MAIN STREET ddress Q' INE a'• - '�� t; lCENTERVIT LE MA 02632 _ _ __.. ENS STREET $IDE ^ Phone 790-0700 Phones __ o STEV �' \ / ao O; ENGINEr R AGE:NT( Interest owner or applicant) Z N 3'or4'cone N•,mE, �f L� SURVEYING & ENGINEERING, INC. Names EA LE: —�_ -� OD -- fiat top available. 0 Address: 441 ROUTE 130 Addresst10 _ + ,4" SANDWICH, MA 02563 �/� Yhonet - 8t3H-OS59 UJ Phone s � Optional confuted Q ��., O-rtng ASTM 361 —, 4 i. V, 2', 3' or 4' nt er a suction available. _ _ _ " Also 0.5' sociton ----- Tapered oporuhq equal to O 10 f a `,�o available. } pipe 0.0. plus 2" 1niA, f rAN1, i ONJNG CLA5S1 : UN(5) p�.bnk l-L, 2 , j O - ----- _ --- I } —L- U7lL(l_I!� U13trICtI u-11 f L _ t/! UJ �o i �1'lSI/Nv 0 F'Fof'usCU I Seaar M" Nua,ber: Number:_--- FtibliC x Flood Hazards ZONF C � V tT�� 25 D(l , - _ �; - -' Groundwater OverIs r_AP cc CN GA.� t► : t�,,ca C i' . aC, I i _ 51:e:___ F'r l v a t a_ t! Q UJ 60' Q Q "- --- � 4 LP !i J 1 Above L-round;_ Above broLmJ: _— Fire UJrtriwtr HYANNfS 3709A ~ O C4 _r-;- "" �__. I ;.I. .,r91ound:__ _ Underground r�_ MatarI 4•U7• AKEA, sq. tt. z � 0 PUMP CHAMBER -��-: , 4 or 4.5'base - i.unrant,: contantsr _ P1,b1i�. X G pn� -- _ - frivate: NUMBER OF BUJLDJNGS _ .t. Section evadable _ x ex I s t 1 n r 1 V ao F7'J�+1}r © c� ,' p I -- - Fire Yroteetiun: y r- / G{\pllr�2�' �7 xh Jp I ° Fr1 Mil r'AAr rN.. 'f AAL � 4�A}�.�t17} Yroposedr 1 Z UJ t- - required: { _ ErlstAI)y:2 E1eetrIC411 Demolitions 1 W 'Q Specifications: _ -_ _ ,�,,,pIx f ° r's.?vsJr`J: Froposerd:�-- Arial:-- " �,/ in I VO - —� - - - - - r+. Si te: To floss: 1 Under X _ T-O'Al, FLOG ARt ( in sq.ft.) W 1. Concrete strength 5,000 PSI (tJ 28 days. 'f �1L _ 2. Cement. PortlandT o(1 "G.�1.v�) �oirr�e�: rf Si te: 0 _ ?ut,el: 1 ias: Ne,idcntial s f� v - - - YP per ASTM C150 tit. _ -_ - - 3. Steel ruintorceatnent per ASTM A-615. Grade 60. _. __ - N, X <t Qj I {Er rttb71iJ%I�.AL_►a ?: Pferileal Office. Q 9 gperrAASHOHS•20. j��i _ (yes)_ (u�,)X Propanr: oc � R! 4. Dusi n loading - CommercialI o�_ • r --`' ..r-.. - --- 4. 4" rN �At EA +�F Cft17/4At ENyI�QN{IENTAt. (:3peCtfy use Z 85• 07 —' 5' � -- c'!lN�-_►:�N _ _ t�eE•A.ls (Veit)_ (no)`;_ AUTO DEAL 1SHT ' z Z DiarnGier �.• l Wholesale W rF+)Jt:t J a H1H Jo0l OF VETc.AN(l Pf501 t:CF AFt:A: (yes)` (no)_X In3titutlonals r } ' J4•— ter.-__----- ._._—- a•_,I - "- UJ tndu9trlal , _,,, SF:PAkATE ?'UiSCR PIPE CAN 4 - 10" _--- • SPLIT RUBBER RE RUN FROM EACH PUMP IF DESIRED ()I�ifrlf:ter # �"' � f PUMP CORD SEAL BUSING .... / ° \ `~ CORD LENGTH TO CONTROL # (0 4- 4- y PUMP2 Catch Basin■ -t. � a AL� �G,L G�pT a`�A owl IS LP '" }{C} L.�+l b.�Ca `T-A 1.1 1� 'w�h� r j� T u w►+ t \ � wil '� z SPecifications: 1 � 1 � - _ _ 1. Concrete strength 4,OOp N51 Qu 28 days. PUMP f �,Tls� 2 Comont: Portland Type if per ASTM C150-di 3 Stool reinforcing per ASTM A-615. G(jav 66 - COVED CONTROL 4. Destgn loadsng per AASW70 H5 20. Lr ccaRo .� • ,�• � � . 0 0 FLC OPENATING AND ALTERNATING 5. Jants sualud with willin0d O-ring W tJLllyl.t:,l,t,,ul L+ ,t u(,I "�r"t,. ALARM = LEVEL CONTROL CORD LENGTH TO SLOT. �a l CONTROLS iNSTALIS THROUGH SUMP I-a11c E'I •J b \�T1 � - . COED COVER ,�, ►L � T - r6+STEEL BASIN riASlN COVER EPDXY _ R ti i� . >,�s►i► ' - --1..-_. 4 COATED, SEALED To BASIN STEEI- Pt1MP CUVLH a WITH CAULKING COMPOUND SEALS WITH Rllfilit:N GASKI f '(1 � Y?t►'- ' ___-.. ' ° NEMA 1 DOPLEX CONTROL BOX V WLA:-A S� ��'G ,y SINGLE OR THREE PHASE a, (Ca►, Be- MUuk 1 e C> 1�'i�Q�. 3"� V`.►�'` � I ' "r � �I �-ti a t►,nL>Eft T E3 t-77(. 5 - � _ i O t J IN51b� BU1L171Nv� A'dt3vfi'.� �r 1'�11ti; Itr,uM F-LOA-r' _______- y`' y \ : i ' i- VENT PIPE D>G.P'�`� � T n - X MUM ,��P�a J W) r A 1 �1 r� ~ Lv 2 INCH GATE VALVE L3� S L 1 tt V\p rr 6 J 2� P� 1_ EYfG L. �' �'PUMPPIPMt(i � lf1:, ) TANK XOIt: �� .� t u Gi_ A0 .../ 7c,P DI .t„L Di5(.►tARGE PIPE \16 1 '� (� t'/i'CONDtNT BUSHING �� t=t it[,4:, M/tr,t 1.J _ +.. _ .__. _L--- - - -- _ t t,0 ro 4 • ot- 1 1 ri CONDUIT ---- ._�..'! rr-I Ape ro" CV zoo CHECK VALVE :� L '�Nl.t �`1 ►, tr1 O L.L7 IJ G T�rw1J'r CI t •� } /� _. -••T� Ct't _ - ._ 1 E MINI .1Uto _ STRENGTH 5,000 P.S.I. 2d CAY.i ziN RCEMENT - ASTM A-615-79, GRAGE s �` vROM iTUr ST•!�+- Pt +,,�"-L s LOADING - AASHTO HS20-44 - -�---- _ LAG PUMP :...c,+�C. �L q r LOCUS M A F' O` II6'e�G >Jtz+rrt --;r+ - • T'{p) LEVEL CONTROL , SCALE k "a V ; -o' RLNG SEAL INLET r t j V k'_�'1 V -- C A L E " - too, ? FLANGE FOR i!'O.D. •. LEAD PUMP PLASTIC PIPE �' LEVEL CON 1 ROL `- �►j F k ,v G - _ s'LCA �'�� r• ' Gr�1�,r. KNOCKOUT ° lao sO- a�o ►ccT ALARM CONTROL • y A, _�._�' __ c:h6T I+a pLy: C t4 �'Ay� Or•C�.� t / b L ti :,o•DIA • 36'DEEP i CCt'1wGRtiiTtt f%1lL f►t!,`. , 1 j S►r , ' t FibERGLASS BASIN 0 4"'1 HtaC.1G. (►+►tl►-y � � _ ,' 1 .mfi WASTE HANDLING : • a 1 — e " e3A�e� sses.�ty+*+G "� =o`'., , ..T. �.�:�. �►dt / 6.. �tl� men" .... rn PUMP C H A P 3 E R - - 0 13 ' ht E, EFT M0Tr�,.� � `` HOGtht G I ttl� n N r-STP uU+^ F - i. c - ' p \, 4�i �` li iG�71 �■ �r III ■ o MtC N E W i CZ • R I — - -t—,.�.:� P uh-,r ., t^...�c�.+,.�t, �E v, v.� � r�� �cz S ,,-r�c v , _ __ •' � I ' N�I 6�.,�,�� eY Nu.ea2o Gal NOR NI pE w H ►�- 5 rr w ra G�.. 1F'U M�P S . 1414 �} .. l '�,i IG]t �■r. pie 1a •per CIVIL 0 40. 2 - PUr.S1PS, r_C>k..sTf_0LS i F ► YY►taGS, A M0 ALL rife ... .■ ■ !ON , ?1 AT10 S Slt�l.l ��' tlr.1 '5Tklc•t - - 'i 7 z�a/ ■■r+ wi nrir .w J GDK�ALIA>,jGe. W \"t" t4\C NUr'AUTLJrrc.t'.�`���� L-J .■. No _ _- a-FTAIL SU__T7 -- 1 INCH - 40 FEET -�' ,_ ' i .. - � ..t-r t_ � t-r PREPARE) F OR $32 3 5'i~ n t.D u Cam. � Es P D�►c�� �'� _._ _ . . _ ', �' '+ n, F 40 0 40 80 ._ . .�. . ERWAR-1 r ESL 17 .-,.;aching Dr Well g x' NO SCAL E � L/r , Y 1 1991 ° .. / ,'�� ►►��s�, c�Nus - EAGLE SURVEYING AND ENGINEERING, INC. Vol 4cifications: 441 ROUTE 130, SANL�h/ICH, MA a \ , 1 •' T.t j ��y�� _;ncrertu sire nyth 5.000 PSI�cr�28 d.lys. wont: Po(vand Typo 11 per ASTM C 1 W U 1. PROJECT NUMSEP 39-057 .tool roinforcomont porASTMA-615 Grad!1 60. Utjsign loading per AASHQ MS-20. ,;ie foot in height -313 gallons. ,r o A D T G H K s I �'ITT ��,_ �11 S'-Go�� IP7 — 5' lD'-i pl ��' 71, all I �,_ 41� —'" hill'. -- I FI F I ' C CO N C-, W ALL,; �, / g 00 F O R D E Tta,I L.S N OT SEC S lic C.T• F I S I =� F I / Z SHOWN Sz-E ��/ �i.P � I 0 F G : 51 � . N Q ` � i {OUNOA.TtO14 PLAN / =� /I { `\� - ' c11 t1') •o ! - FZ Ft N Fi [�4 - J F1 Lu-4- 0 S S A8 I V) N •o , b + �� I Q I.-• W ,o TsL 38 - 5 .�--; 2 4 I TSB 38 - 5 �� � � � ICI = v � °; @ H, P. SEE ( 5" CONCRE 1 E St A8 ON GRADE _� 0 w 0 / — LL=J '� ARCM. S7w W, 6X6 - W2.9XW2.9 W.W.P. SL �S`3-0 �I -� Z ~- 3 0 IV I I LLj ul V) [�4-I F3 36-8_ I i F{ Cie w = �. 3 _ 3 140, Pam,FAT P I- l�N @ - - - -- - P — - 1 1 I ' 0 NTRA.NC. N F I 1 2 _ 3 j /-�.1_._T E R.N A.T P- N 0. t � 4 I I L � �� 5 , _� � W - 01 -0 4 GIN f. G,� . u r3rn I � a Levi 3� s �N T s 12 I I F3 C.J. F3 I� �Y ti��,�1 $ P 1,40 G I :11r341"I"� T�P, 36�� I) FI � - COMM`�� /=007"11 jG .SCHEDULE , I j I I l SIZE RErN�oRcrNG I I I - r�ySEtif a Ft 11 i_ a 1 a F1 �� FZ �-o x 5 o x i-a 5 L ►�-� 4 11 T,�P y CIO o = � _ \ f n CTIoN INir I2 II _ I I oil cc 12'' #�4C I Z T DIMS III 2 ?z 12Bill I N L o ---- / Z 4 t q A.�. I.J i 'T 7--4_ o F T_ & I. �, / N! w N 1 R 3 .. > F— Z211 2•v"EME'�E�MENr 15lc x to GoL. . Ar1� Z�� ,-� o„ C W ►- xGi ----- Zv I l 1- W SI~.E (SRADE µ I'-o II-o ' - - Z 1� DET'AI L- 1 o I ?�h� `� / mm .0 = 0 N ►—J J G/� 2� a `� Q �• tpilorl ►' �3b g'c�f�.e' W / ?* 7 j 5 w. W to SEE I o EM5EDMENT — -- > > '1 IM. II J ') P�..a►J � T5 ►o�lo Gam. alp � II II , _ � SSE Fe I"K j&'IK 1!0" 2 ep I I �I .,0 16CA � vi IZll .� W z DETAI L q (� m = z —I I'-&" E�"{�GD M�1J"f 3* �#7 �� _ �- r — — ——— �? �'1 L -rA I L 9 D ETA I la it � �`i1 �.1�. .VAT I o N No I F s: ; . fOR TYPICAL DETA LS AND GENERAL NOTES SE DRAWING S3 . 2. C�4'-.q] DENOTES BOTTOM OF FOOTING ,} ELEVATION. 3 WELDED WIRE FABRIC SHALL BE SUPPLIED IN FLAT SHEET4 . THE CONTRACTOR SHALL SUBMIT TO THE ARCHITECT •- FOR REVIEW A PLAN LOCATING SLAB CONTROL u a JOINTS. CONTROL JOINTS (C.J. ) MAY BE W 8-0 I CONSTRUCTION JOINTS (CST.J. ) OR SAWN JOIN-IS + 1212" 4 D�II.'>,G12" G v" A R�i 41 p all I 4� 4y2� Cv" i (S.J. ) 1/4 DEPTH Of THE SLAB. REFER TO - SL 39-r? _lox — _ 1 TYPICAL SLAB ON GRADE DETAIL ON DRAWING S3. Q `n # Co 2 NT LA 1 - II�1--,W, ►n I T�or-►.,►6c l., TS L 3 9-5 , 2 51�1% +�• ST�� � - � Tow 1,°) Tr? - -- �` it1 TSB �8- 5�-, � TSL ''�8-5 � _ G' ► .P. L& H. P. Z 4 -*4•@ {lo" �ER7 Fv2 M1JF _ Fvlz cSIN F i F 0 ► ��!7s ' See- �Ec- , I � �E_•E se -7. I `.EE �E�T• i 3 Q- 12" No1�.-IZ. ZI -z 2 Q 10 a "' FOR RE1�sF. SEE o Z t-- *4dA'Z HOC g *4 c�o"d 11 N N r N a M + u I- r z 6 6 1 4 �o t 2 Co I Co i 2 Co 0 Q SEC. '1DN I �Ec..T! oN 2 �E� T10 3 s�C..TI oN 4- T� oN S SECT c oN GD SF. C.T ION 7 BOLTON & DiMARTINO INC I,LI+ CONSULTING STRUCTURAL ENGINEERS 60 Franklin Street •Worcester MA, 01608 1111 III1IIIflllli�lt���' ►J ,T.S. + 5 - �0" i� Co -O i - II - 3 15 - �0 > - a 1 - Co Its -Ga ID-Ip 3.0 7 _ gll 1�01- 4 T S T I 5T Go,5 p It s o� 1 i ,� i 1 Iti. � I t I t I I o rs C-0 1 y2 22 GA ,GIBLI/. ' �v V0 V 1 0 � R10 0 Stet Low Rc�pF ° �[ ����, s3 �x3� I¢ I�n,►�GaEt` - WIC) 22(- 2'h ) t i `TYP ) , o 2Co (-,Z --W14_x o-(-2'Z) _ I.`� ._ w 21 � o C-2iL� w tox 22 "2i �llox22 (•ZZ) �.112x2�( 2z ll12xZ(o ( 2z ) FW- - - ----- - --------- — r — N 2 bR5 i -Q N �' ►.1 1 cj N r� It 10 0 - I K5 3 0. 0. co I �• IN w Qo><tit --�t '� Y c� k� Q Q N - --- -- I N _ Z f- 3 sLOQE �0 Q ` ao 0 Y ,� >K I t I x n Q01 ( O N I N I = _ - =o N I -- - , - 3 -- — -- -- --- - - - _- - -- -- -- u co - - r N W Quj _ 5@ Cv - G �� EG� t_c 3 1 w n , � � _o►' � 3ZG 7N ' 3 Q SOt )42Co �Z'7� ' 1� *1 Z (�2'?) I_ hI 12x2G0 �~ �/ a L Z C- 1'/�.� W 2 1 x 4 4 -2 2 w l o,c L Z `- 12OW 5 OF E..�J► +N v To Go M P L.Y ( - -- -- — -- I� I W/ >J.1. 2 UI EME�ITS �'1"YP 1 y— z 4" NORMAL WEIGHT CONCRETE SLAB � M � � � > uj W/ 6X6 - W2. IXW2. I W.W.F . AND - -- _ N - ► `- P'�1IJ. 2 �C�I-•l j �OM C-11OR0 eZIDG�IKI� I a 26 GAGE (GAIN. ) OFS FORM DECK. SJ.1 . UPLIFT F- Ec 01ZEMEQT-5, (T'rP ) w k'FLD}��G WASHERS ARf.. .kEQUIRFJ. F N N �v - — -- k K ,� 1 - - — - 14 . 18K FINISH FI OOR EL 51 ' -3" 1 N N _ - - - ic.2 '7.8 1o,� (o.S (c.5 1r.0:5; N 'y to < � N - N "-,r �_ _ N aQ g0 8 t z.� G�ty r `ss 1 , s 1-4-K��x l4 N W a o s -7 N ) HANG�2 CTYP 1 Colo — s r,101 u�TioN --- -- -- - --- — - - --- — - — - - _ •KcsttS V . I p 1 r � N ---— _ ap '� 4 x S x '24 W - — — — --- — -- - _ ANGEi2 TYP W 1 J- 1�IZx Iq P�FZ Z N Cc - 7 ( �`� i w g -g 11 Iox22 C-2'2) ~ kj 12 Vo -2'Z W 12►c2(c -2'2) - - 7 o 0 - �4x3X 14 NA ��-- UYP) . t11 w � Iv \N 1 '� > F- F r'i ��► FL A N c MEZZANINE FRAMING FLAN �� I W ~ o N O+ F-o R D ETA,I L S WT � � D 3 2 �, S How N S�E FZceyoF = a s ���`� ( FRAMING PL_pr� 1 F�� U►JooY Ff�.MINCa z N IEEE AIzGH ITEGTu�AL -j BRACING NOTES: I �' DzAh l~�S f-• 1 . THE BRACING ELEVATIONS ARE Q� �� ( uj N INTENDED ONLY AS A SCHEMATIC V,t 12-x -2` - - , - _ N Z 4- REPRESENTATION. REFER TO Q U1 �' / g PLANS, SECTIONS, AND DETAILS m ET- D FOR ADDITIONAL INFORMATION. OL D` S t 2 . CONNECTIONS FOR THE BRACES fROICATTEDSHALL BE DESIGNED FOR FORCES 6H CART R00F PL_.AN - �..■ GOl_. REF Gam. fit: NOTES: i . FOR TYPICAL DETAILS AND GENERAL NOTES SEE DRAWING S3. JL MiFLDED WIRE FABRIC SHALL BE SUPPLIED IN FLAT SHEETS. E :EGTl01�1 ELT Al 3. EE PLAN FOR TOP OF STEEL FL EVAT IONS (TST) . �} ' �' 4. WELDING WAW RS ARE REQUIRED FOR ATTACHMENT OF METAL ��- `rt^ ��- i I OOR DECK iU Im. STIIUCIURE. p� S. VIGOF JOISTS `_�H1'.1.L BE DESIGNED FOR A NET WIND UPLIFT '�'y OR w TS ors• �� D� / FORCE OF 27 r�t7WDS PF.R SQUARE 1001 (PSF) WITHIN TEN U + Et l Of BU1LDM'. PLRIMETER AND 8 PSF FLSEWHERL . RSA Gam'. ,^'G�GT;O� �Dtr'f 38 �TI�`1!' � W C.ot.. ' / �j• 1..1 Gv� . - �` � _� � UJI o �j Z i70* ! G1�L O OFiVnT£S PLUS rat MINUS DIMENSION FROM I 'Vol 'PIN! I;1P N 57-_FL FLfVATION. W M i . ,.X1END iAkj,4G St '115 OF JOIST I " MINIMUM PAST13 c ►..1 C iZ►� N � T �,,;����.T °b' --�"` � � Fri• ANc'H o�- !✓o LT5 z �" 8 2 ( M i' •) V' I�F.,I:-F W- -rO Go L U►''�I�l t..l �j r'1. i 3 Qom ► I '� c U A Tom. t_ c N TY, cam,.:... �,. rs .�G N E!� L-E N D LIJ 8, lJ OLw O 0 ��.- 7 Q .��.� L , ��T�.I� Z;STA L C. D�T�� ►� p C ^ /� BOLTON & DiMARTINO INC . t--►T\ /1 '1 AS 1�IC�T Q ��� 1 NC.� ram.., L,. L....'v""71 0 N � >�N © �/F„TAI LC..,7 CONSULTING STRUCTURAL ENGINEERS 60 Franklin Street Worcester MA 01608 S 2 * +� �. >A1�..TZ "T1S GENERAL NOTES . GrC7tu4. ALLOWtW4q +.0 HIft, "W" T►"O SAP Ot G .•„�- LIVE LOADSt a Owe evu1Q TO THi r C�•l lww ttVCSR 010 A1J 1 . Roof (Basic ' "� 'Dy •+� AV..IAG>�t4T Pr7Ul[. t . . . .c Snow. lone 1 ) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .25 psf r G�©��►�i�'�t L JOIi`1"T• •` H145 2 ,Wind. . . . . . . . . . . . . . .Zoned, Exposure C 1 WOXAZ. � 3. Seismic: . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .Per Massachusetts Building Code # 1 p K r� G:•G�N"iT t4?.t,J GT 10 tJ JO b�J P'4 U iL.t)�t.� i.,A'�► , 4 G C� ! S++.t�t rJ JOl r�T� . W 1UT " • 3 1'2 4 CoNT FOUNDATION NOTES AT GOn 111vr JT. � JOIN �j k4 M PTH D ��b - I .' Foundations designed for maximum soil bearing pressure of 2.0 ksf.. W.W. F. 2. Elevations ions for bottom of footings s as determined b the plans are ..■w � � Z" WITH N 24 NF�•'7 +(.� tMT W.W,F 9 Y GONT. KLYbl. G 'J. G• -�• anticipated for purpose of estimation. Footings must rest on' U • 5 AT OP'NC� !� >R K undisturbed natural soil or compacted granular fill approved by Owner' s MP Pt WTIIJU "tO (� O' C)OL Soil Engineer for the design load. No footing shall have its base " x higher than that pf any nearby footings or other excavation by more than 0 half the shortest horizontal distance between them unless otherwise V 00 LAP OUTStPE &A05 cc1 '`-TO PIATCH 404 shown on the plans. Z G. ..S. GONIRG?L. JOtt1J? 3. Provide 12" of well -com acted, granular fi11 approved b Ow ers' Soil 00 � P047VIPe L0XI4t 1Z tC1N�G GINL N10t�1TUtl.E �'��'eR' Engineer, and moisture barrier gander all slabs grade. p S 0 AS SHO+�1rJ M01'STUiCIS CAAR1Et[ 4• Do not place footings on frozen ground. w SILIn G V.►4is I�A�. NOTES G. J. - GCJh15T12LJGTlOr� JOINT CST„J� 5. Do not backf i l l against foundation walls until lateral supports, top and F- .> dc>Ai 1t,J JOINT �S. .!. SEis a�e�tEao.L NOTES bottom, are effective and walls are adequately braced. a • � CONCRETE NOTES O � Strength at 28 days 1 �Z!ONTAL.. �;&.1N 0WL4I (�►F% � IGAt,,,, SL-AE5 QN ` ' T ''��/ p (� �O 1 . All concrete unless otherwise noted. . . . . . . . . . . . . . . . . . . . . . . . . . . . .3000 psi V) V) N 10 �+ P �'YF'iG�`L• �i��.. UMN 1 T ` EI L P�r 96 N All concrete for exterior work (Air Entrained) . . . . . . . . . . . . . . . . . .4000 psi Q �- ,, 10 , 4��7 ��A.� G�rPi.AD D �•TA� l.. +..r� r QN -�l1'�"•�p� ! N ��„ 0� � �"�D� 2. All concrete work shall conform to the Building Code Requirements for V °' Reinforced Concrete of the American Concrete Institute. W O 3. Protective cover for reinforcement : Z 3 0 --TP1L 5-5 IPC4 1 a. Concrete placed against earth. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .3" b. Formed concrete exposed to earth, weather. . . . . . . . . . . . . . . . . . . . . . . .2" ONE t2A� E.A&-,H IE �- t,i p c . Formed interior slabs. . . . . . . . . . . . . . . . .3/4'" ~ V � 00 Vp.tW_ ✓F , .2 GDI... (.1-11N . �. Z w 0 TO MATCH HOl� Z. .- 4. Reinforcing bars shall conform to ASTM 615-60 Specifications for w v, J 4i`L L"'�NES � deformed billet steel bars for concrete reinforcement with 60,000 psi iii4A tw Q WALL. �L�,lN�! ��N© l To •p" ?;;� TO liti-PIN4; ST;r�ENar_15- minimum yield point. (� �./ U) W "� MI 5. Controlled concrete shall be used and shall be proportioned, mixed, and w = HORTZ. WAL.L 4�-O" _ �' P P MIN : � >JP�""1Et� w4k::Pr46i � �r,,p� - placed under supervision of an approved Concrete Control Engineer. � U _ 6. In all slabs provide continuous #4 chair bars to support top bars or Q 3 0000, 1 �^ welded wire fabric in slabs. Provide additional steel at openings as 0 - shown on typical details, unless otherwise shown on the Drawings. Z Z Q �( / 1= +i 7 . Welded wire fabric shall be supplied in flat sheets. Z •�•••� •�•• L.OrJE2 L GT10N �G 8. Reinforcing bars in slabs and walls shall be lapped 40 diameters at W / i Ell ( splices unless otherwise noted. J NO !>'CGb►�ATtQ^J S►-�A+L.L �r r1i1�, - ' �O 9. Provide key and #4 X 3' -0" long @ 16 o.c. dowels at construction joints - U., ! ,/ � NtiAOtF� tt�J�jlt7� TNf'.5 UtJE M1Z40U T unless otherwise shown on the Drawings. ..�. 1 I�{ O �., �� 10. Reinforcing bars in foundation walls shall be continuous. Use lapped .......... .....�..�.� Pl.1LE Lm f�C?LaQi•�`T� �R'�'`'G t 1 I splices as required. Provide corner bars as shown on typical corner FlizoTrG'TIOtJ OFZ T"WS 5011. � _� details where walls intersect to lap with main horizontal reinforcement. C� 11 . All necessarysleeves and inserts are to be furnished and laced b the `� �tAT Bt�'Nl�•TH THC U�'PE� FOC�"TINI.� --� -_" -`-""�-"" � various trades in full cooperation with the Contractor. p Y ��` 12. Provide n4 @ 12" horizontal and vertical in all concrete walls and 2 *5 0 continuous top and bottom of all concrete walls, unless otherwise , i = ; • s G� indicated on the Drawings. 13. Structural Drawings shall be used in conjunction with Architectural, ��, COM�o•► ,..!►..,,,./�� �,,, Q� ��.,�� / C�,i �� ..• Heating and Ventilating, Plumbing, and Electrical Drawings and these ;...e VAT 10N ©� �,,� T� NUD� �L••OPE ✓eaT� aa1` � we,-,� 1 t ��` �'•'► V�••�� ' , If✓A�► ./,,..•/� �`` I© Drawings shall be referred to for sizes and location of openings, bents, �T P�P �AL-L _._� � _ + ,,. pipes, inserts, boxes, and hangers. �Cr��-� f '� ;,�' �, EE ;4 �J r_1 �� J L.�.i I ('`�I �.ic 5 �� 14. Cut no bars, omit no bars on account of sleeves or duct openings in y �sctrs � .,.._. floors except as specifically detailed on the Drawings. Bars may be moved aside without change of level . 15. Pipes and sleeves embedded in concrete shall not be larger in outside x + '*L_ '.'Sx3x IA ..o��,4' diameter than one-fourth the thickness of the slab, wall or beam in s = a >g ti � � `T -. � st;-�•,o� Bp7t5 which they are embedded, nor shall they be placed closer than threer sT. .SL a; diameters o.c. , nor shall they be located so as to impair the strengthOYM f Un/e4� othc. wee �o*e, T r 1 3 C?t1t.T. A See base Types �YL" FoR. G;. . Etr L„p of the concrete. - �t���t � ,�,�► � ,�. TYPE � r �+ ►' iJ�� 16. Calcium chloride shall not be used. STRUCTURAL STEEL NOTES 1 . Steel shall conform to ASTM Standard Specifications A 36 "Structura 1 ��•�-�` G !t I�� AKA Steel" as amended to date unless otherwise shown on Plans. Structural fiC` Tubing shall conform to ASTM A500, Grade B, FY = 46 ksi . i Y►itGiCNES�s 2. Details, fabrication, and erection shall conform to the specification UJI Llpw.5,KA- �� and to the latest Standard Specifications of the American Institute of W e/% 91-44 k r1ErJ • 'kohl' . Steel Construction. � ��� �(�r•►Ir _ (7 GC01't I -D MtNtMJr­' 3. Paint structural steel one shop coat . Et'•'1 �5 r-1It tJT F0Z 72 ,t 4. No fabrication shall be started until Shop Drawings covering the work cn A'7v A.�J 4 W Z A Fi. 0'-ci INTE210Z have been approved by the Architect in writing, and existing conditions .y fZ N 'L.""5. `:i✓� ?`f�'ES GOLUMN4) AJ2 21-O" Mlo . and dimensions have been verified in the field. > L T �TOQ G�O�ZDIt�iA►TE. _ �02 �l .l -'�r2 5 C �� 5 . All structural steel shall be shop welded or high-strength bolted. C W f- -'�'�.. � � ���1_ UlL'�kf�d' '. F0� A e• (TfeE� F64H) Unless otherwise shown, field connections shall be made with torque C UJ G71Mlhi�'�sIONS L3 controlled high-strength bolts . ��..Vt,�.�, (04 JO�'ST� TJ r`-0 K00 I�JG OCTAL..... TYP1C44b'\L �"0L_ UMN �,L�Cja FL G -rA� �,�, 6. Provide fitted welded 3/8" web stiffener plates on each side of all Z 2 J191e2To �W M 1694 "11`•W.n ADD't . Additional beams seated on or supporting columns or seated on or supporting beams. = Q a 7 . Metal deck shall conform to the Specification for the Design of Cold W N ALT . Alternate r Formed Steel Structural Members" of the American Iron and Steel M. Z N A.B. Anchor Bolt 4 AT H ROTATE 0 Q a . ARCH. Architect �`� o Institute (AISI ) . All metal deck shall he galvanized. J � GOL 90 8. Individual columns shall stand plumb when connected by anchor bolts to C / B.P. Base Plate �` Q -' �N 1 N BM. Beam 4 � COLUMN E CCI : L • • • • 1 . THE t;Ol UMN SCHEDUt E IS their support and without benefit of guys or bracing within a tolerance �.- • of 3/4" i n 30 feet . 3 W Z SRG. Bearing • INTENDED ONLY AS A SCHEMATIC g. Joistgirders 30 shall conform to the "Standard Specifications for Joist to Z B. Bottom REPRESENTATION. REFER TO ., P N Q y,/ tp TST (09 -911 3 � � 3 3 ►t i 3 i � Girders of thf Steel Joist Institute. 4 �- COL . Column : ¢'x II x o - , I' L.1/ Ft /�x 8x 1-41W� � 4 x8 w�-4� t�l/ F� 4ax8 x I-4 k-,1 / PLANS SECTIONS, AND DETAILS 10. St.eeI joists shall conform to the "Standard Specifications for Open Web � CO = CONC. Concrete 3• I ¢ A. t3 4 - t Q> A . t3, 4• I 4, A.e,. 4 - I + A L. FORrADDITIONAL INFORMATION. Steel Joists K-Series" of the Steel Joist Institute. Open web steel C.M.U. Concrete Masonry Unit T -r joists shall 'have a minimum 2- 1;'2" bearing. For wind uplift design REF�F2 To O A7 ,/ CST.J. Construct ion Joint _TYP F _ Y ►� F C; TYPE. H J g p g A9 >=of2 -�► CONT . ContinuousH ' AS NOTED forces see notes on drawing S2. r 11 . Joist girders and open web steel joists with single angle. diagonals with la00►L IN�ORMATIC? ��� C.J. Control Joint ,4 _ �„� �p x ��. crimped ends shall not be used. � DIM. Dimension •Q• �•� • ,�4 -I � A,3. T71 W 8 SLOPE DWL S. Dowels e e' `� r, DWG. Drawing � u M F, OOR SYSTEMS Tc MATCN � � 9 3 � �� 3;, , ,. p 3 �� � �� , � _ � �� . �� EA. Each �. 4 x 8 x 1 -0 � --4 l-J / � 4 X o-9 x o� �nl� I� ¢ K 1 - O X �-o t,J � SKYLIG" " A . � , " A V. 2 • � it A. P. 1 . Contractor shall be cognizant oT allowable construction live load and E.F. Each Face 8 A. P>. 2 - g � 2 ' g W 12 TST 57'-Syl" I E .W. Each Way plan his concrete placing operations accordingly so as to not overstress EL , Elevation TY P �' •TY G TYPE or damage the metal floor deck. Contractor shall verify with metal ,' AS NOTEp f,' A 11oT� floor deck manufacturer that his particular concrete placing operation E.J. Expansion Joint G�L.L.lMA � � � � is compatible with type, gage, span, and length of the metal floor deck -- - - - - EX. Extra ( in addition to) furnished. t ��--••�� F.F. Far Face 2. The Contractur shall include suffici t concrete and shall arrange his S E3 T ` �.JN 3 F .P. fire Proatiofi^g �.��... UM ��� L...�U ��- placir:� i f r ; ,riinr operation 'Fh � � _ �» W �p FDN. Foundation G t� a „,, 4, tvel f 'c,n+ considering the. U V Z t,_Oy HORIZ. Horizontal deflection of the beams, girders, and metal deck under the load of n�y O --- EDGE AWC„LE REFER I .F . Inside Face At9 01.9 placed concrete. The slab thickness given on the drawings is the TO ARCH , 0W<"aS FOP, � , - L.W. long Way MA A2.G �3 ('51.9 C.I DI Ir=2 E3 F2 F3 FS F7 62 6-3G4 Ca5 G7 H'7 J2 K`7 L2 L� L5 Leo 2 minimum thickness. W fi.LL M+SC , METALS S ln/ 12 MAX. Maximum a o �M. Middle C c� LATERAL STABILITY F-IQ6H ST l� ��5 HIGH IZer�F r 1 . The building derives its lateral stability from steel braces, concrete ---I /K, STiFF, EA, StDL. MIN. Minimum � 9 Y M.S. Miscellaneous Steel ua 0 slabs, and metal roof and floor decks. All structural steel must be !� N.F . Near face temporarily braced until the building is laterally stable. C. - AL PEk- pow �ooF Q.C. On Center OPP. Opposite INTENT OF THE STRUCTURAL DRAWINGS -� U.F . Outside Face S I . The intent of the Structural Drawings is to show the main structural 3 REINF. Reinforcing .9 r y features and structural design for the project. Architectural details Q • m S. Section I:ZZ.AN1�1� N s� N N x J► 9 are shown incidentally only and not completely. Therefore, o v ' �-•'T�ZIZ�ZtZ�ct4X5u �� � S.N. Short Way X x X N � Architectural Drawings must be used in conjunction with Structural � �.. E.PAC ME"r"AL ©CGK. �UPP'ocZTe, L 4,t3 e Y+ prs, STL . Steel 5 0 p J - _ dJ 00 °� 00 Drawings during all phases of construction. Discrepancies between it'd 1AY P.,E'fh1EEN Jc�l�►T �' S.J. Sawn Joint X p p p x o� ao p p x N NA ar �� \9 r N X- W N Structural Drawings if not clarified in the Addenda at the request of v' ��� _ STIFI . Stiffener ) �9 3 �9 9� r x x x X x the Contractor, shall be brought to the attention of the Architect -� EL, SEE ARCH, DwC�S T. Top y� J3 aJ °� 40 during the construction for clarifications. The Contractor shall take '-- W E�w �----- TOC Top of Concrete GRoIKJI� ~ r`- I- t"- 3 3 3 3 3 _3 3 `s this into consideration in his bid. Q' �-- TY I C A,,L ALL SPANC>FZEL �-- W 12 SECT, 2 TOW Top of Wall BE A M S U PC>R.7 I hJ Ca 'STr--F-L. 2r TSL lop of Slab s CONSTRUCTION LOADS 0 � TST Top of Steel 'T4M or- = _ '� _ _ �g �� _ _ . "� s� ; 1 . Under no circumstances shall the construction load on new or existing 0. , 011Z5TS . TYP. Typical akAlcle C -� r structures exceed the design load without specific written permission T ) � 1 �� ' 0 U.Q.N. Unless Othe wise Noted Q�' Q- M do b fi from the Architect. nO�tOAi piMt•'�RT�I �1 INC C S N V. Vertical EI..EYATf O N n ct� c�`� t3 � & 'V CONSULTING STRUCTURAL ENGINEERS t��t- �► ©�, �f2� + t,_o„ w�W.` . wetded Wire. a�ric �n�jEkTYP� E E ` A f3 [P-) N G JA �. � A H � � D D �� G F H` N G At C 60 Franklin Street Worcester MA 01608 S 3 I per�SETr; y��y ¢,, Si4/J. 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F•1 OF ICE FGO !'-- /2" IIW Jh F- Z'/c'' CAS DIJ UJI Ir _ 7LU I t UA7fK AJ D SALL ✓qC✓E Cr yJIrN / ,, SAC160464-1 I'R<✓E/JfEi. AI40 �D i FPSC 1 Z' CkJ Dt-) 7 fI-S,C. U) S✓15 M17W fpR /RR/y47101-/ s✓sfEn. FKC I 7 I Z" LEADER Jr' TJ ✓A!_✓E 1!.! WALL I,1+ T11 U) �Ro%oE r" 3AL ✓AL✓£ 409 C T, Fuvf OeAjd.. (rye Ac C E rs COVE/. Z L'�/Jlf EC 1N11 is Y !��►Z I�A i I�'�j 5� 7'Et'� �� GO ti L� ' y > (!) MEZZANINE PLUMBING PAS IT PLAIN I,JSTi��LER, fFFVErnrc otJ P-Z, � � uW~i W �a 0JV6K41J #10 0-t Ck I V. JP 2 ;�11A U '/L DI✓t 5'lod Z Alio tJ/�DEZ<i t?Jvl�+� �A S 11 til. Q Q DELIVERY CE,urEr, uJI N SEK✓+ee $f `acAL gAr U-0L/ fti', �z , cW Q Q l✓lS'lo/J /Stoo �Af ),it'l/-l4 �3EPyr --! < A7' MEitR OvfLEf, C �IAfER Pl�l/1� �Ellc1S lQ -O" vu1 :: W Z FROM rodNvaTlol-! du04P/PA G I PIPF SIZF TO 1XTjJF�E SCHED(JLE FIXTURE SYyr8, S1W \ENT C W HW �r wATER CL0,3 T NIA, 9 4, z'' yz' — FIRST FLOOR PLUMFEING PLAN I 1/8"= 1- rD UP/NAB P Z, N Z' IfZ 3I¢" — . LAVATORY Y3,A , d MOP RECEPTOR P-4 z ' I jZ )/Z" ,/t.. K/TCHEN SINK P-S,A U WATER COOLER '•- , y+„su ! f i I — - o LEGEND Q AK--_-� SANITARY PIPING UNDERGROUND �>;o j 00,4 vnAid PIPIIJf utJ1)E►Z4QDJtJD 1`-= 'WATER SUPPLY UNDERGROUND K0--1 RQ0F DRAIN llr'It q LL, 2 Z � c � GAS PIPING UNDERGROUND � Q 2 Ng Nos,= 615fi �----f SANITARY PIPING- OrI0n,Rccr WAsr� /-- G - 4 GAS PIPING Z•W z Lu /-------/ COLD WATER PIPING 3 t-----! HOT WATER PIPING Ot I f-- --� VENT PIPING t-----0 PIPE RISE UP C 0 Z /----� PIPE DROP DOWN t— —f GATE VALVE U_ Q t-- - BALL VALVE P - 1 DRAWING NOTES I— V) /—�J-- WATER METER W Cr �-M FREEZE-PROOF SILL COCK (EPSC) 1 . Roof drain locations shall be coordinated with Architect ' s roof 0 U_ r,a FLOOR DRAIN plan. xx EQUIPMENT ABBREVIATION2 . Fixture mounting heights shall be coordinated with Architect's W EQUIPMENT NUMBER / enlarged toilet room plans and elevations . P1 lJ�as�u VECrfrEO SECJ4'74f,,Y SPECIFICATION SECTION 15400: PLUMBING _ MF_-rir N in oe m � TEST GcJC.X= � Y, < I. Furnish labor, materials and equipment necessary for completion CrfpICAL. For- 4) a of all work shown on the plumbing drawings. COLO t,, ng VkLV k�, �iti� QPo 2. Plumbing drawings show general arrangement of piping, equipment, NYlM.E•v► f�OM /kSSEr�ifll Y + CA�r'�D +'��� FOR PrtJ7'J etc. Follow as closely as actual. building construction and work of other trades will permit. Consider architectural and ML1E( COWEerso/J TO lilt-14AT►Oif structural drawings part of this work insofar as these drawings ELECTRIC HOT WATER HEATER SCHEDULE furnish information relating to the design and construction of building. These drawings take precedence over plumbing drawings. 3. Submit five copies of shop drawings on all. materials, sealants, equipment and systems to Architect for approval. -:. DESIG. MFR. MODEL ��((GAIP_,) GPH KW VOLTS PHASE W�NEN REM. 4. Perform work in accordance with applicable provisions of State � p and local building, plumbing and fire protection codes. In case / � U � of differences between building codes, state laws, local E1NH - A,O. liM1 f� EL �- G �o - !. Z / S/4 w Z c' ordinances, utility regu -at.ions and Contract Documents, the most /�NIA s , .� O stringent shall govern. , STKA.IM t,R: GA.LL VALVE., l Pay all fees for permits and inspections required to accomplish E wH-Z t0 '- the work of this Section. Pay fee for new water service meter. AIK vAe BACKfL,)W ?KE✓EdrEK - WATTS W O 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 --diagrams, control drawings, and manufacturer's information, as ITC-N�h�� PI E� �� i U Q U well as written instructions, shall be included for the Ij✓N rVLLL SIZE, DISC,44P,4L OJTs"M WALL (J < maintenance and oration of all s stems. ,K 7. Provide instruction periods as required to adequately instruct OF- O L, FLA A> 4JW(, ^ ►W- O the Owner in the proper operation and maintenance of all equipment and systems installed under this Section. Aril ME TO AV01P 0 3 " Q LU a 8. Coordinate work of various trades in installing interrelated �(, � work. Before installation of plumbing items, make proper , °JM Y ��TER SERrr�CE U �? o W Ce `" provision to avoid interferences. Changes required in work caused /11J+� METEIC. s �� z °� Z 1"_ 3 �' by neglect to do so shall be made at no cost to the Owner. p. 9. If approval is received to use other than specified items, V♦ zoo responsibility for specified capacities and insuring that ,itemsF� �.1 furnished will fit space available lies with this Contractor. Any \ 'f<�.1f'(J0'!VK� /�,e(v,vc�j co additional work required will be accomplished at no cost to the �f�f L VALVE ' Z w 0 Owner. l o'` W Q a 10. Support suspended pipe on eight foot centers; provide a support ►- at each elbow. Hangers shall be adjustable, malleable iron clevis VA NOI gf-6A Kf f- Z UJ r `n type with insulation inside hanger; provide insulation protecting W = sheet metal saddles. Make connections of dissimilar metal piping 00 CG V_ with insulating couplings. 5AL L V/1LVfi ('fun) 11. Provide sleeves around pipe passing through floors, walls, -�Cl✓E12 L/lflA/( W Z m Q partitions or structural members. Sleeves shall be standard �J `, a �� -_ W Q 0 0 weight galvanized pipe, two sizes larger than pipe or insulation. r W� G' 14 2 z Z Seal sleeves with approved intumescent silicone fireseal caulking ", / Z - _ Z compound by Dow-Corning. f / ^ UJ 12. Test all piping systems in accordance with codes. REDUCED PRE S�)URE bACKFLO W PREVEN TER DETAIL - w 13. Install main water meter furnished by Hyannis Water Department inoe location shown and in accordance with their requirements. Provide ! - - - u., 3/4" secondary water meter to be Hersey model MVR 30, with Watts N0 SCAL E �11�rp� ' Z model 909SQT 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 �o� SILIS' drawings. Water heater to be A.O. Smith ELJ-6, 6 gallon, 1500 00OPt AQVMTA1""` watt 120 volt . Provide P temperature/ ressure relief valve Watts AGENT pipe ''0 CDIJ'/Ir-171. �V� (l►�l�µ^ 1�. � i < d N36 vacuum breaker, and drain valve; in accordance with Code. W*ftc TkMPtotL)ft, +Q 15. Pipe Materials: GdL� �jlr.�i 0( OorLrf c c �++ z p r a. Domestic hot and cold water: Type L hard drawn copper , wrought fwVZ_tt fJCIjN INK-0 I>>eAIP copper fittings, 95/5 sweat joints per Code. 'o b. Underground storm, sanitary & vent: Service weight single-hub _Leg `�� Ov� Q�v� (�A� �d COON° 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 '" rl Inspector. r l 7+ C. Above ground storm, sanitary & vent: Service weight single-hub or no-hub cast iron, mechanical joint with neoprene gaskets. r�NC\��R �-vC�s �• / • d. Gas piping: Schedule 40 black steel pipe with screwed joints below 4 inches, and welded joints 4 inch and above. Provide 2 �`��1)�Q CL�1�(`1'JU"�. �E/1rf� OPI hNELj PIAIN VAu16 coats of rustproof primer and I finish coats of rustproof paint. on all outdoor gas piping. 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. �i ` 1FJ110f PKAhO ►'Alf 17. Insulate hot and cold water piping and horizontal storm drain f0 R 1a/R r_P, 4,4'rff. piping with one inch thick fiberglass insulation faced with ASJ. Insulate fittings with preformed fitting insulation and PVC C.N*� `12\Q fitting covers. All insulation shall be installed in strict 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 buildingI•- perimeter 1/4 inch per foot in direction of flow. Vent waste /� CR HEATER DETAIL tJ}cc system to atmosphere; discharge 14 inches above root. ` 19. Provide freeze shown ELECTRIC WH T l---proof sill cocks in the locations strown on the � drawings, Woodford model B75, 3/4" automatic draining, polished _ 1� brass concealed type with box and cover, vacuum breaker, and N T S W N loose tee key furnished with each dnit. �Z Z 20. Provide chrome plated hose bibbs in the toilet rooms where shown, LJ (1) Woodford model 24P, 1/2" , with vacuum breaker and loose tee key Lb L_ furnished with each unit. u .1 }- 21 . Plumbing Fixtures: 00 LLJ a. P - I Water closet: American Standard 2292 .203 elongated Cadet in tank type, 1.5 gal/flush floor mount with bolt caps and Olsonite /� /!� U -- #34 white closed front seat and cover. Provide chrome plated supply stop and flexible tubing. 01 T !L - Yf-�R D L EA N V U T Q= Q b. P - 1H Water closet: American Standard 2168. 126 elongated 18" L11 high Cadet tank type, 1.5 gal/flush floor mount with bolt caps N T S Z N and Olsonite #34 white closed front seat and cover. Provide Q Q chrome plated supply stop and flexible tubing. _, .J 2 c. P - lA Wafer closet: American Standard 2139.116 round front Plebe tank type, 1 .5 gal/flush floor mount with bolt caps and Olsonite bs #30 white closed front seat and cover. Provide chrome plated Z UJ Z supply stop and flexible tubing. W Z d. P - 2 Urinal: American Standard 6501.010 14arshbrook, vitreous ' china, with wall hangers and Sloan Royal 186 top spud flush valve. e. P211 Urinal: Same as P - 2, except mounted with top of rim 15 fL Z" ✓T 4 ��'` - 3' i K. inches above the finished floor. I Z f. P - 3 Lavatory: American Standard 0195.073, Roxalyn wall hung, r- _�_. _- ,_•_._._--____ _ -_ ___.__ _ ■� 20" x 18", vitreous china; 2103. 151 centerset faucet with lever handles and pop-up waste. Provide chair carrier with 2` chrome plated spacers, chrome plated stops, flexible tubing, trap and - - ' tailpiece to wall. I I/I 1/Z 7�4 g. P - 3H Lavatory: American Standard 0195.289, Roxalyn wail hung, z' 7�f� II1�/L Ll%z 24" x 20" , vitreous china; 7516. 172 gooseneck centerset faucet (I iI I with wrist biade handles and 7723.018 grid drain waste. Provide � I -NB : 1 1 �, I �I chair carrier with 2" spacers, chrome plated supply stops, - �� _- J/Z• iI'h I l�Z^ flexible tubing, trap and tailpiece to wall . - h. P - 3A Countertop Lavatory: American Standard 0475.020, Aqualyn, I �2' I Ll I+ i � + - + 20" x 17", vitreous china; 2238.582 spread faucet with wrist 1 + * t--- - t blade handles and pop-up waste. Provide chrome plated stops, P Z Z. I i/Z I I f ?/1 r, flexible tubing, trap and tailpiece to wall. I i 5 i. P - 4 Mop Receptor: Fiat MSH-3624, 36" x 24" x 10" high, t Z� _ _ 0)stainless steel drain with flat strainer. Provide Fiat #830-AA 1�4 Z" ��g �61 I�Z COLD �lATER chrome plated faucet with brace and integral vacuum breaker, /i;' -- Z ak - 1'/z' of I - - 4- - - - T ,-�.,r #832-AA hose and hanger, and #889-CC mop hanger. _ Co I I Q j. P - 5 Sink: stainless steel counter sink integral with cabinets 4" Z'' Z provided by General Contractor. Provide Delta model 300 deck mounted faucet with spray. Provide water and waste service as , i74 lyt I LU called out on the drawings. L4 ' k. P - 5A Sink: Just SL 1515-A-GR, Type 304, 18 gauge stainless steel counter sink with J-35 cup strainer and 1 1/2" tailpiece. I I �aI F I II I Provide Just model J-1174KS deck mounted swivel gooseneck faucet �¢ •+ with 6" wrist blade handles. Provide water and waste service as I Ill �/ I �p-sA � = LLJ ��- called out on the drawings. 1. P - 6 Water Cooler: Halsey-Taylor model 6800WCN, 8.0 GPH, 120 P-G V U.J II 1 volt, 5.5 amp, recessed type with projecting basin. Provide water f0)e COIJ'r1d.JAT/0/! 7 I Z" III I Z!and waste service as called out on the drawings. _ J 22 . Provide trench drain in the location shown in the service bay, SEf FLBUr; �'LA/Ji, Jay R. Smith 2710-F, 6 section, 15'-4 1/2" long x 12- wide, iron j' 1 AV= ¢' - - Z- �Z ' ¢' 3 Q U.J �. body, flashing clamp, dome strainer; provide sloping sections to I� 2 drain in center section as shown. 23. Provide compressed air piping system around the perimeter of the � W � U service area, installed at 42" above the floor. System shall U_ include 3/4" Type L copper tubing, wrought copper fittings, 50/50 -� U soldered joints, and female quick release type coupling every 20 linear feet of piping. Install couplings pointing down, and r Z Q`_ support piping from wall with threaded rods and F&M ring hangers. R/S ER D IA G RA M 0) c � Pitch piping to drain, and provide ball type drain valves at all g low points. Connect to compressor unit provided by others for air N T S v Q service, and provide main disconnect valve with flexible tubing Z connection to compressor regulator. Refer to Architect's floor p [L Q Q plans for exact location of air compressor. d a P2s X z c� r' . DI✓ Z A r 6 L Al K +- s FGvvlt LE✓r<l , dj 0 y A © E F CG) QH L 1'1#' PKA 1 07 3., ad to FI tS r FLADf / 0--------- \\ y ► I �E7✓ �tiE�c�wv ��_ C E 1 1�► 1 0 aA0 1 roc'S / 4 ' WArE R M n�oR Fo�2. �orrnuu,�rioN \ o� Z w 00— z — mEZL. CL4. �P1�J .11 V9 Uj O AMk y I M r.00 Cd n1��F��� Zf, � vy � SEK�/iCE hlr P.. 1a N SEE r=Loo2 MAd ... ,10 o C.,� Q � Uj - i-O t, Gou r,,-�JA'(,J/-1 ,, I r - C - " U Ix I' 1/� /Z I" / 11 IN Q W O l l� 1 C] z U1 Q Aft n Ask Alk Ms Z Ce W o `` W E 7(Pe SPrZid)<LEI', ,aEAPS z W ,z,, Ln co LLJ CL N - / — Uj _ co <t " " 3 SEA FLDoI� (LAN frAC SLE MEZZAA/ 11 rtAIJ O z/L Z Z �CodfItiIJA1�0�. f9P. G'�,J �izJA77u�. SI�oWoM _ Z j <ALES CdIK,)L iA/J7S V w z w _ � 1 APM/Al t4AT loti h1TT flfi... ��s'"�. C,, [ o z i z .0 4 co I. I El 5 OFFICE ' Fr-1NK LERS SMALL 6F- I r ♦ I 1" 17P ASU✓E CEILW4 EXACTLY Cf: �J (ErLrP /hJ CF1L11J4 YI LEt Ill Tait \. Ft I )rFICE A�FA, Z" iYt., L WE Or ` W _771 07 jy AM a to I 1 ` > O MEZZANINE FIRE - PROT EC T IOIV P4 I- -T PL 4N Ui a a w z U) 4 a a w z cn z DecLl✓F_�� G'F.1TEl� a IIII FIRST FLOOR FIRE - PR0TE(wTIJN 'L4 [J 1/ 8"= 7, 0' LEGEND SPRINKLER rlPlW-j f--- D --� DRAIN PIPING --------0 PIPI'dG RISE UP ' UU Uj �- -4- PIPING DROP DG4lPJ r SUPPLY 'WATER PIPING f----+---� PENDENT TYPE SPRINKLER HEAD j o i uPRlq#IT rYPE S'PRIOKLEZ 14E-AP lu f--- -� DRY SIDEWALL -TYPE SPt;I/'IKLE+: r4E/AD = Z E?-41LY TA"dPERPRCT-I NF VALVE N �-- ��----� CHECK VALVE �-- FLOW S`./ITCH o , z 0 Z O o J Q �- U- J FP - 1 DRAWING NOTES n Ui W Q 1 . All work shall be in accordance with the specification, NFPA 13, p lL CL Ct 1 and the Hyannis Fire Department requirements . a 2 . Sprinkler head locations shall be coordinated with Architect ' s reflected ceiling plan. FP r CN�SETTS � O ��9 QCO CO ..F <' • INSTALL CENTERLINE OF ,455EM8LY TO SE A MIN Mw03 OF 18" FROM FINISHED SURFACE OF ADJACENT WALL. co CONNECT TO BLOW FLANGE TAMPER 5wITCH V AT FLOOR LEVEL BY (TYPICAL) V ZOD DIV15ION 2. Z o �; W o 05 � Y I/ALVE (TYPICAL) W c SPECIFICATION SECTION 15200 : FIRE PROTECTION „fir O w 1 . Furnish labor, materials and equipment necessary for completion o ,Q ►— w .o of all work shown on the fire protection drawings . Provide a Q V U o. complete fire suppression system including sprinkler heads, FROM SERVICE TO SYSTEM 0 � � 0 W O CN piping, flow and tamper switches , valves and all other devices z 00 Z F— 3 N 01 required by NFPA 13 and the Hyannis Fire Department . 1 PIPE ISTA ND WITH s �; Q = 2 . Fire protection drawings show general arrangement of piping X < s equipment, etc . Follow as closely as actual building construction 4" FO'JT PLATE, ,30 -�" co and work of other trades will permit. Consider architectural and (TYPICAL) o Z Q UJ p Lu structural drawings part of this work insofar as these drawings furnish information relating to the design and construction of FM O IDEP APPROVED Z tM building. These drawings take precedence over fire protection DOUBLr ,-HtzCK VALO_ �� U _ drawings . ca 3 . Submit five copies of shop drawings on all materials , sealants, W equipment and systems, along with working drawings and hydraulic z o O calculations to Architect for approval . _ �1 _ _ V Z Z 4 . Pay all fees for permits and inspections required to accomplish DOUBLE CHECK VALVE ASSFMRI_Y CAI= TA1L — Z the work on :.he Drawings . V TJ - W 5 . Provide the Owner with three copies of operation and maintenance W instructions for all systems and equipment -furnished by this — W Section . Complete catalog data, installation data, wiring Z diagrams, control drawings, and manufacturer ' s information, as W well as written instructions, shall be included for the maintenance and operation of all systems . 6 . Provide instruction periods as required to adequately instruct �r s`` G�KT the Owner in the proper operation and maintenance of all + < Ny equipment and systems installed under this Section . 7 . Coordinate work of various trades in installing interrelated work. Before installation of fire protection items, make proper provision to avoid interferences . Changes required in work caused • by neglect to do so shall be made at no cost to the Owner . LJv SWITCH 8 . If approval is received to use other than specified items , responsibility for specified capacities and insuring that items TO FIRE PROTECTION SYSTEM furnished will fit space available lies with this Contractor . Any To FIRE DEPARTMENT additional work required will be accomplished at no cost to the SIAMESE CENNECTION � Owner . i 9 . Provide sleeves around pipe passing through floors, walls , -'----T❑ WATER MGTrR GONG partitions or structural members . Sleeves shall be standard ALARM CHECK VALVE ASSEMBLY WITH PRESSLRE GAUGES. RETARD CHAMBER weight galvanized pipe, two sizes larger than pipe or insulation . Seal sleeves with approved intumescent silicone fireseal caulking compound by Dow-Corning. 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 . T �� 11 . Valves shall be of materials and weights required by NFPA « - MAIN DRAIN standards, UL Listed and FM approved, 175 psi . Valves for main I _ ^RCN FULL SIZE QF CUTLET �"' control shall be OS&Y type, Kennedy 1566; provide tamper switch ASSEMBLY CHECK VALVE YP Y P P ASSEMBLY � � I TO SPLASH BLCCK 01-fT51[lE W for each normally open control valve. Drain valves shall be ,PRwKLER Rccu WALL non-rising spindle, union bonnet, with cap and chain . Check valves shall be horizontal swing type. Alarm valve shall be Reliable Model F., with inlet and outlet pressure gauges. Provide N i .M�f �—B1 FL A+vGE Z identification signs on all valves . -- -- --- �0 W 0 rrI4..... rJ = hW- w 12. Provide sinew connections as required by Code and Fire _ _ b Department . Siamese shall be W.D. Allan #276, 2 1/2" x 2 1/2" x —� 4 " , rough bronze finish, with "Auto Spkr" in raised letters . Z Z 13 . Sprinkler heads shall be fusible link spray type, UL listed aad _ Q ) FM approved. In the service area and showroom, heads shall be LLJ U) plain brass upright type; heads in areas with finished ceiling FIRE SERVICE DETAIL Y• shall be chrome-plated semi-recessed type, with chrome plated escutcheon . At the compressor and storage rooms, provide dry NTS `"' sidewall type heads . Temperature rating shall be 165 degrees F. in Provide spare heads , sprinkler cabinet and wrenches in accordance UJ N Z with NFPA 13 . 14 . Provide flow switch by Muuller at the main sprinkler station. Q Provide tamper switch by Mueller at all normally open control m = 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 signed and stamped by a Professional Engineer registered in W Massachusetts to local authorities , Architect and Insurance a Underwriter for approval . Working plans shall show all data required by NFPA No. 13 . All revisions required by review shall V) be incorporated and final plans submitted. 19 . Sprinkler coverage shall be in accordance with MFPA 13 for the Z Q following occupancies : ~ 1 W Service are4: Ordinary Hazard, Group 2; 130 SF per head . � Z Showroom: Ordinary Hazard, Group 1 ; 130 SF per head. Z Z Offices : Light Hazard; 225 SF per head. � ~ V 20 . Sprinkler heads shall be centered on ceiling tiles where a 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 . t- 0- 21 . Connect to flanged connection on water service piping by Division Q' Q V) 2 at the floor in the location shown. Install sprinkler piping w C) tight to underside of structure to allow the highest possible o C � ceiling. Support pipe from structure in accordance with NFPA 13 . a w FP 2 Q N�s�Tts 4 ya r a a Z ; o CC ) 0 F H J L PPo��y °wwoo Q 1,c K 11>'✓ S D P i�l� S T7 ✓P �SIZ Zv0 o TN14J OIZi.w 2 /100 / Jc I UO 4�X7 s o 1 Z 5- Z 00 6 ,c 4 -�- cv r=i0 00 a 1 f S p ____ S'7y>Z A E T _ TR ��!��� M 4 I G,8 8„� `\ TE C N PALLSTatL ro O- 22 x t5" hV�LY ANG v♦ Q 132 L 16. 17, v� 2�ruw� Puct� rJP W _ Q g /Ox6 _ LJ{JCFI R„ f i "I SEA✓I C f M _ �► A e O j v 90 VE Irv. I -� .s-- i$ tel r" '" 0 Ix r i '�.- -�' K Cp ,Pr E Ss� ' a !� vo 4 P.00F �.,,. � c� u, K I , i i , _ a a Q ~ w o , i t J i #07 _ A Ko F vo 78x F T -- vI 14x - --s, V Wcr 6 x4 T — G�MP✓TFK "D 12xP5 �' I¢.Il zOfclt roi 16x 1 Z yD S vv >Z„4 W1 18x Vp 'TO AG-4 F+ _J _ ^ Z — 3 O� `0 1��a zzxe II d a v YO V(J 9 x m Ap r H U 00 Uj _i r vri S z + ' V V) ��- UGD �- F_KVI - bD0 SrIOyJr00M �,,., N � W Z'S �e t 10" 15' _r /J S_r r�AC- 3 � DC u L—LAD G O W �u 3 rn s ,W ,gam 91s TD � � � ' , r� W ¢ Q o FoF f� i T uof C004 01tJA# Lx �Jl rd 5EC-00IJ a.� 7'I � Z � v Z 15u00 )tJ 1'NI S AREA TJ f yt' S � s r7 � S -r � Z `- AVJID -r?,1EJ4 )4 VKAI/r! PIPE f��. 17x G 3._ - / xro 6 K G KI_ �D AD-1 r< 4� > I68 A�� if S TI�> TIN � /! 2 00 Z � 0 0 � � 5 j T � - — � U� R JQ lip 16 x S, 0 1 I'2� 3 j:oo z tY W _AILK M��. , ��a - --� W 32�f I AD , / Iloxb FKOVIDE SPF_C i F► FV WJOF KS LA - VE►4ICLE EAHAUV7- $'Y5TLr`1 as SNOa,,f 00 EX14Aj51 OuCf GYP SX0 ~G�rNT'�rny�r U� tlaR� ROGr 1itSTAE� 1;IrE<� rPOM U�IDEt;<'LA•3 S � F➢ � � BELL MN I N Tv 4D�0', ��� pJGT I� THrS LOe�4 f101�, t��PE�� -0 r- G G J .ETJP.>J Ali DUCT. -► 15 FAN ADD DJCY ✓='EOM <1"K✓Crv(;E Z /° o 10.6 i vP 1 �� osxG V ` mo pPOOi EF C� 1715'CHAK4E FAA) -r4kJ ROOF ydlflJ <II.R.S' ' x R- i + ' ! f I lZ.� J EktlA�/S1 d Z o r ko 16'; 17" 400scAJJEC►c a;E.wlr= I,JIytI >z� � i Vic ✓P �s,� A+a� i I Ter FTt l / lgirD TCZ EiJ ADD F_A.CKDkAF-r DAMPED zoo 1 FOB cxa S sro EQ �crs or O Z SO J gx4 _ I� x F3 SIJPPI.� ANG foX f i Z4XG , B 6PEdF_0 EdO OLL �TZ� pu4r� DO>-.tu Z 1�S ' � Y1? + MooTrl 70 16:8" RervKd ACo4 AI 45 0 +poF 519 -UGAir- D CT 7-6 A v-4 / 0 0 ro q C Z A C-L i a v uG -.. 2,4 x Io Y AND of-TU2u DUGYh D0WI4 R 1XL-1C�, 10x6 + IZ 2G I vG 1�EALRE S Offr cE �` IZ K ` Joe Tb AV-I (rj Fob 9x i ___ W z F2 eo�r't V ac I~- r0 ��r'To puor yv i�+G I i j AC-1 U) ET fFIC C ' z 11 CJ N w cn MEZZANINE HV�-1C PART PL/-1N 8x2�. rV>, � � �- � xB• - C ►��- W I� U1F_uyE1:Y cE�'rEf � cn z = z (n C W M w z �+ cn z LEGE`vr) W 1 TIH I'X I" AN6Af< h ,�------f SINGLE LIPPED LUCTWORK IIIM SUPPLY DUCT RI:.E UP i FETURN DUCT DETAIL_ SUPPLY DUCT TUR`d DOWN NT FIRST FLUOR H VA C PL A N C7�'j RET12RN/EXHAUST DUCT RISE UP L�J RETURN/EXHAUST DUCT TURN DOWN SUPPLY DIFFUSER RETURN/EXHAUST IDIFF'J-ER 1/r F301LER PLATE DOOR ---- SIDEWALL RESISTER •- f T, ANGLE IRON DOOR FRAME U W E N OR STAfNLESS STEEL SCOY � /v��MMA1+1/�M FLEXIBLE DUCTWORK ' ' F �� ---� SUPPLY AIR DIRECTIuN FLOOR I -� - ,�- AND SADDLE. W -- ---+ ' RETUR�U/EXHAUST AIR DIRECTIuN i--� _- SE'' SCREWS LLJ V.D. VOLUME DA�4PER `, � --- J F.D. FIRE DAMPER ' T MAX. � � � - @ACKFii.L OVER = Z DUCT ZTH Uft51. N --�-- 0 UNDER CUT DOOR 4" NEOPRENE ! 'ti � - e PEAGRAVEL � � U TUBING '�R CRYSANt7. ELECTRIC THERMOSTAT SPECIFIED C � - r � _�_is�- � � �► _ FIBERGLASS �\ .._.. .- - ._. -. � H - 1 URI�WING NOTES HVAC SYSTEM ZONING SCHEDULE o Q I 3 _ GASKET x x� DIFFUSER/REGISTER ABBREVIATION DUCT ( - - _ - _ _ _ �C =ram"'� EXTENSION Q -,, x x x SIZE ----ZL PITON 1• {�� �G' -- 1 . Register and diffuser locations shall be coordinated with S stem Zone Damper Room Se ved Thermostat o Q xxx� CFM ` Architect's reflected ceiling plan . �' C. �. SEAL AND SCRE`N DUCT AC-5 AD-1 Used Car & Finance Offices Slave xx EQUIPMENT ABBREVIATION \--JOINTS, THEN WRAP JOINTS AD-2 Sales & Sales Manager Offices Master 'KITH WATERPROOF TAPE. AD-3 Parts & Service Offices Slave W �_ x FQUIPMENT CALL-CUT N MBER 0 U_ Q_ (L -8 1CUurJn DJ�r J/Jf�Ei;SI_�5 E ' ��� -A-, ` ') I T r T 1 ` AC-6 AD-4 Owner' s Office Master � NIDERSL AB EXH, IJ �T � �C ; DE T AIL_ _ _ ._._. AD-5 Corridor & Bookkeeping Slave POP BACKMFr DAMFEr- - - -- iiTs -- AD-6 Computer Room Slave AD-7 Training & Locker Room Slave a �e C,�Jstj T S �3ti Z r, T � pC tD ev va z, w/ RETURN REGISTER IN 5'-b' DIAMETER SHEET „ 130TTOM OF DRUM. ' METAL DRUM LINED wwo� INSIDE OF DRUM i WITH I" ACOUSTICAL ACTS M. RETURN PLENUM. INSULATION. I!E f F_C r o Ar(:911-EC r`S I I Pt--rA)L pRAW1945' FOP ROOFTOP 41R CONDITIONING UNIT SCHEDULE ( F'UP.T"r1E9 W FOCIVIArio/J Dd' -,.. Ca/1s ✓�rtlo,J I>J rN�s SIG. MFR. MODEL CAPACI T Y Z GAS SEAT Z 5 I �. / \ _ TOT SONS. IN J t1 T CFM S,P H.P V. ;� FL x _4 REM. o / I 3'-0" ROUGH DIAMETER �A, U 0 _ - HEXAGONAL SUPPLY / r _ r- C� i -1 i, ? C' A,. 1 C-4KF,IEK 48Pfo00_ 5'G. 6 35 � 4 f3.5 " Gvo 0,8'� 3/4 � �� ZQ. 7 v v t3 Z PLENUM LINED WITH 00 t" ACOUSTICAL LF_AJE 4 GL EAI',�W CL i - _-1- -� _ 0O --- _ t/� INSULATION. W O 16"xt6' SUPPLY DUCT 6E10{.1 ,Q/�4LE f01>; �' AC-z UP TO CONNEC11ON AT r I ROOFTOP AC UNIT. /( Ai F- PASSAl E. F- AC'.3 48 r"lp zoo =o5 E Z IG. Z 0 Q } SUBMIT SHOP DRAWINGS OF 4' W 4 1y DRUM SHOWING DIMENSIONS, _.___ � i0 x �' . k'�tUl?N + O. 7J � CONSTRUCTION DETAILS SUPPORT DIXiT AC-4 46 PfV 005 5'0 . 6 ? 5. ro /G 00 U.8 3/4 Z - ! - O DETAILS AND LINING INSTALLATION. �' to � N V') ►- ENLARGED PLAN OF SUP 0 PLY RETURN DRUM AC-5 4� Q � U a AC-6 460r0066 (.z, S 4-7. Jr 1000 J , o i Z5. 1 < � 0 W tN NTS i/' ?0" x 2-4" WF'PI.•Y 0 Z t- 3 C4 Q OF Eq UA c Z C Mad aa Q 00 �✓IDE SFECjr160 Z DISpoSABLE F/LTEP S Z o uJ r I O J'P-0✓/OF AL'fF'MlA , _ .1✓E D!J AL C. UIJ) rS• uJ . S Cz g" x 84 GG*I?INUOl1� X t 1 � •-' . 8"x� [ F 4 Z OFFII.v� O i e vIOE THE FOL.i_awj ., MNv/1r7UM our wor- A1,2 Ar 4 H AG CA'�/l r : AG-1 s 50 e FM AC-2• /00 GI°M "' �tJPPL-Y RL�.1.oI5TL'2 IN -- I , Z r ,•, W RETURN CONNECTION, SUPPLY CONNECTION I ��0 OF F -+ _ ` G'iF%It�.NCs AG- '2 /00 C.FMJ AG -4 s "10 '_FM ; AG-15 200 6.0M AG RUN DUCT FULL SIZE OF CONNECTION TO RTU TOP vF DRUM SHALL BE I (O" 1 !i[7E x 2.4' Nlla+i v~i DRUM. 6" (+-) BELOW BOTTOM _ "�- W CO Q OF ROOF DECK, g„ H W, `�` I_ 17UFPtx �IZL" U � -Y � HEAT/NG \/EN T LATING UNIT SCHEDULE Z L FC FC eI,_ vL r✓t ro rz yr f _ v z REFER TO ARCHITECTURAL _ Z uJ SECTIONS FOR DIMENSIONS ►1V�irN,.6� �PPtrY AFZUtIP.iO INh10E OF �{�,jJG{2 AGT`� I GAS HEAT Z J y ON CONSTRUCTION WHERE I DESIG, 1/IFR. MODEL 1N 0 T CFM S.P. h, VOLT PHASE R. ` LU DRUM IS TO BE INSTALLED. y 1 `7TlJD'i• Ah �T� PL-ENI�d U -- w H V- ] S'>ER c l/Jy /d-1 So 190 s 1 z r 4G• 3 2.2�10 ' O. 6 3/ 7 1 W Sills SUPPORT INNER DRUM. SST s OUTER DRUM AND Y.. SUPPLY DUCTS FROM 1 G00 ram. OF HE-P; I W STRUCTURE. 0 (DoP- 6QUAL G" OZ 6APAC-1?Y, IN MC +H 34 coo`° IN RR O MINIMUM Ovr'�WVO A/,2 SHA,I..L 59 -,Cr AT' 20U C C1,4, 11Vr9QL6CK 61A1 r Lv17h V!!E?W t.d Exr+AVK/ BOTTOM 24.x74 SUPPLY DUCT DE TA iL NEW VEHICLE DELIVERY ANv �.eU.loE ,zod 4-WI-1WN9-,,, V45.H I6ixl ExH)& • 112 ZUNlV/NG, DF DRUM I600 `7 1„ ` t_0•, _SECTION THRU -SUPPLY/RETURN DRUM EXHAUST FAN SCHEDULE NTS SPECIFICATION SECTION 15500: HVAC - DcSIG, �11Fq. I MODEL 11M SP HP Pr11 ✓OLT P'HA S ._ qEM. 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, E F - ] 4QEE�DECK E30- D 300 0. 3757 equipment, etc. Follow as closely as actual building construction and work of other trades will permit. Consider architectural and structural drawings part of this work insofar as these drawings E F - 2 70- U ZOD 0. Z� !/ 70 TOP OF NOZZLE SHALL furnish information relating to the design and construction of BE 6(+-) BELOW building. These drawings take precedence over HVAC drawings. i" ACOUSTICAL BOTTOM OF STRUCTURE. - ~ LINING _ 3. Submit five copies of shop drawings on all materials, sealants, E F"3 �'ARMOf`1 JO F 1 zoo Z. S • 1 Z = '' � 3 equipment end systems to Architect for approval . W 4. Perform work in accordance with applicable provisions of State I O R Q0 F1L L1J 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 G�pV10E 2G G.1C'� E' •CI7iPlF>Df'MPt�'- ANO13✓,ei2 t6C&JVI. Lo MODEL ANC-300-RD, t2' DIAMETER local ordinances, utility regulations and Contract Documents, the 0 most stringent shall govern. 0 F Ov1[ae= �Q YGMf��2 ANO/-25// 7 ^-r DUOS E/JE C K SEn1D TNK0a H ZOUF, y W t$ ROUND DUCT _ _ 5. /Pay all fees for permits and inspections required to accomplish F Dv/pB� V/CoEkr/ON iX�LAT1GN HM6CCQQ ANi% �.,V5PENV l.Nil"•F24M �, ithe work of this Section. e= W 6. ! Provide the Owner with three copies of operation and maintenance C instructions for all systems and equipment furnished by this 18. Provide motor starters for all equipment; starters shall be C. HV- 1: Provide tine clock to control occupied/unoccupied cycles. PAINT BLACK BOTTOM OF DRUM SHALL BE 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 INSIDE DUCT diagrams, control drawings, and manufacturer's information, as Division 16; all control wiring will be by this Section. damper shall open to provide scheduled ventilation air. When Z: -,F (+-) BELOW BOTTOM 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 r*r a 0OF NOZZLE. maintenance and operation of all systems. perform the necessary control system installation for this increased to make up air exhausted. When switc'lris in summer aY W Q L- 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 t/Y 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 o Q Q 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 C 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; SECTION THROUGH SUPPLY REGISTER AT SUPPLYRETURN DRUM L 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 -- =- 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 I(nli Z i Z 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 23. Provide the services of an independent balancing contractor to jw < furnished will fit space available lies with this Contractor. Any specified sequence of operation. perform the specified balancing of the systems. Submit t Y/ additional work required will be accomplished at no cost to the contractor qualifications for approval . Submit testing and Owner. 21. Provide vehicle exhaust system 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 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 ROOF EXHAUST maximum length 6 feet. Submit flex duct and shop standard details body and duct saddle, 1/4" flush steel door with adjustable Architect. Submit five copies of the testing and balancing report • 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 shown 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 TED 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 extension set for each floor unit in the underground duct, sized all air outlets and inlets; balance CFM to be within 10% of � Provide transitions as required by building structure:. g �. ROOF CURB 12. Coordinate with Division 16 to install smoke detectors in the for the chat; centrifugal backward inclined exhaust fan in the design. Report shall indicate outside air temperature, and dry FLASH, E Y G.t. supply duct at rooftop units AC-6 and HV-1; smoke detectors shall 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 isolation hangers, Model 10, 1200 CFM @ 2.5" SP, 1 HP, 208 volt, coolie cycles. Calibrate all controls to provide control Section. 9 Y -- 13. Insulate air conditioning supply 6 return ductwork with 1" 3 phase. Provide control switch with pilot light, and field sequences specified; mark all controls at balance position. tiberglass duct lining in all locations. All lining shall be coordinate location of switch. Install all components in installed in accordance with the manufacturer's instructions. accordance with the manufacturer's instructions, and discharge � 12�MIN. the exhaust fan through the roof with a gooseneck bend, bird O� c screen and backdraft damper. r" i4. Registers & Diffusers: sizes ur:•y capacity to be as shown. Supply P diffuser (SD) : Metalaire: Stories 5000, 4-way blow unless noted 22• Svuuences-4f Operation: V 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 cycle; outside air damper shall be open to provide scheduled 0 \ \ assembly with endpieces, and model OBDE opposed blade damper. minimum ventilation air. On a call for heating, the gas furnace 1 -! EXHAUST DUCT Sidewall return register (SRR) : to match SSR, without damper'. shall energize, and shall operate until the thermostat is W BA CKDRA FT DAMPER Supply register (SR) : Metalaire 2015, 15 degree deflection down. satisfied. On a call for cooling, when the; outside temperature is a Return register (RR) and exhaust register (ER) : Metalaire Model above 65 degrees 'F, the mechanical cooling cycle shall operate � 4 "X 4"X %4" 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 SIDE centrifugal type, with roof curb, backdraft damper, bird screen shall be locked out during unoccupied cycle. Fan shall cycle ZF and seven-day time clock control.. Install as shown on the with heating during unoccupied cycle to satisfy night setback Cr drawings. thermostat setting; outside air damper shall be closed. Provide , 16. Rooftop gas fired air conditioning units shall be provided three minute gas furnace warm-up prior to starting fan and three Z 0 ROOF EXHAUST FAN DETAIL. complete with all operating and safety controls standard from the minute cool down after furnace shuts down in unoccupied cycle. 3 manufacturer, including low-ambient control, natural gas heater, b. AC - 5, 6: Fan shall run continuously during occupied cycle; °�` V) Z N. T. Vc , and burner controls, capacities as scheduled on the drawings. outside air damper shall be open to provide scheduled ventilation o � Q Provide 2" thick, 30% efficient throwaway filters and standard air. Zone damper "closed" position shall be a minimum 20% open to - 0 dry-bulb economizer cycle. Provide standard Carrier programmable allow continuous ventilation of spaces. Provide standard Parker Q V OFF-HEAT-COOL-AUTO thermostats with night setback. Provide PVC system sequence of operation between master thermostat and slave II,- UJ Q condensate. drain to roof surface. thermostats. Master stat controls unit operation. On a call for O W U 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 0 LL ignition, two-stage gas control valve, roof curb, 2" thick, 308 outside temperature is above 65 degrees F, the mechanical cooling U Lll (J efficient throwaway filters, and outdoor air intake hood. Unit cycle shall operate until the thermostat is satisfied; when the v j 1: t,1J shall incorporate a centrifugal belt drive blower, indirect fired outside temperature is below 65 degrees F, economizer cycle shall W U Q gas furnace, outdoor air intake and return air connection. Unit operate and shall modulate return and outside air intake dampers 0 = V) shall be AGA approved with aluminized steel heat exchanger, to deliver 55 degree F supply air until the thermostat is a 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 system as called for on the drawings. setting. Provide 3 minute furnace warm-up prior to fan start and w 3 minute cool down after furnace shuts off in unoccupied cycle. H 2 s Q NONE- x u I Symbol Legend ►� Y � -,=1=�� ,V FACP fire alarm control panel f FAAP fire alarm annunciator panel p heat detector (rate of rise) " Iv�E 01:'7 heat detector (fixed temp.) Q smoke detector i FLOW(X , „I ® manual pull station comb. horn/light T duplex receptacle �tr�.o � -- � 00 -- N TlaK, U � fighting fixture r- lighting fixture connected to CIDZ � emergency or night light system f 10 i I LLJ O telephone outlet F r I > 1 t<] wall moun ted n C. Q floor mounted V 0 4 in panel system (final 46 I t w connection and device by others) c �k similar devices required in �- - - ® I o Q (, v 'O o, all contiguous workstations 0 W oc cv 3 p exit sign, aces direction to exit) co --.(arrow Tl� � i � —� � L--r panel Z � o 3rRrTY i - LU ►u G time clock - 3�¢�� W �, switch (see note below ) r I I 0 ac `� U N W data outlet p� u H wall mounted R1 floor mounted rm�.Ec u+p "'-'z Q r� in panel system (final connection and device by others) ---- -- --- \ Uj WP waterproof device - - ��c W door contact ' ✓ I w .00 door contact - double doors F;A?4 _ J passive infrared L7, `' gtwr, ❑ Sit? �J passive infrared, long range \p / _ _ _ tAT (, sound system speaker 1 2 0 COMPUTER 0£vc_ _I- T- n 0/ I 14 wr ; GFI 1 cvF; GF, - -4 I I 0 AC AC2 AC3 AC4 AC wn� wv wNIPAC6 HV1 EF ' I r� wn� =4 ;lD�l'G — /4G 1I�IG *tD,iG I"'G L - - - - - - - -- - - - - - I i I \ G�u.r� c;r5-t�tit r VIP J �D ~ W W fin/ W cc H (n W r Z Evro�Z per-Pis-- -- P 1 P2 SL 1 TC 1 1 � 18E ur I�1-� r.l �IpU T F. 1 'T'H SuFF�G;CtJT SK.�G. rr.�: Uj CarAM Lw-er. ie FINAL t' t1 V) �GiJN6C-';O�Ir:S 3� 4W 4w 3 �+�J TC2 E - 40^-2s7 � 'LG�IA r✓��� 2L117AI 1/I:..Q i3G4'7/�1 M l.� 'R7itK GLJ ;.� cCj':lA` % Y � Q U J !L Q W W M r TC 3 O z a a .4 oco -41 0-2' — -- - -- - - -� ( C ma/l i Q so to 2 W z �-�� �xrc�•r -- : : - 33�''�I to � � 0+ (n z } tD (n : 1 _ LL��"� m - _ 4 ►�1�wt--- 3 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: • 01 2 DUPLEX OUTLETS- 120V, 20A, I.G. ROOFTOP HVAC EQUIPMENT r FLUSH MOUNTED, PAINTED 1/2• THICK SANDED PLYWOOD INTERCOM SYSTEM U W TELLPHONE EQUIPMENT BOARD MOTORIZED OVERHEAD DOORS 0 TWINAA PATCH PANEL FOR IBM AS400 COMPUTER SYSTEM (BY OT►xPS). EXTERIOR SIGNAGE AND LIGHTING '- TWO (2) HOT WATER HEATERS, 1.5 KW EACH 120V 10 Uj SERVICE AREA EQUIPMENT U y 2 C z Cr a a v c •� i V o W a w El a x