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HomeMy WebLinkAbout3653 Orlando Dr #24475 (a) StockroomSTOCKROOM 1. 1. 4 , . I . I SANFORDS PROPER Y L I N E Fx If�T. M"i-I t --.i CD L- E , Y F P L.� : fes": - ©t.; / I E:.>(,1---1. OvEFZL.IE ,-Z) j -r E A TSL E:r-'? ick", E - /J/ i EJC I c% -T, vJd-r E. Q, L11-4 r.XIC;.,". G;EI4E�-- Li N E --- --- ----- FOUNDATION 'NOTES'. 4 Z - �i -- c'` 4-� 1 I or .f `otin s and foundatian ,walls shall have a minimum yield strength of 3x000 -_--- -- - -- �3"' 1 -1,I(X '-G/ i 1.. Concrete f a g , .. M. 0. I C,=1 -,j -r, �:/ A DDITION. FOR 1P.S..I. at 28 days Maximum slump shall be 4 I 2. Reinforcin herr steel shall conform to rade 60 -ASTM A-615. 2 �� ¢ 1 1 3. All wire reinforcingg yeah shall- be lapped a :minimum of 6" and shall lie flat. Hold wire I j GC�NT. i 1.apgroxinately 1" off bottom: of slab, s�=v1 CcN�. t��RGH i �_ _ I - •--- _- 1 Fl- 2 GI' x II-olf I 1_ II 1 4.'- Concrete for footin s`shall be placed on undisturbed soil. All loose materials shall be - Fa 4 D x 4-E'j g --- --- cleaned out of the bottom o£ the excavation:-` R/�MP, SES DTLS 1�/ tB�2 i �; -- -- - -=--�ANY �-�/ '�^'T x 11 -oil vC, Fr " .. 1 i f i mesh # 4 �> i t Coi1 o G E W. 5. Lap ail vapor barrier matexial a,nininun of 6 at all splices prior to ay ng o w re 6. All '.1.footings shall .rest:on 8oi1 having minimus 'bearing capacity of 2,50,0 P.S.F. spread 'ftg T-� � Fes. j *' F2 P S F. cont.. ft __ ____. __- ---- -- r t_._ �._ �,5 _ - - - - -- - - -^.__ _ _ _ - _ .r i RWWIiuLliriiiu-ri iuimmYu. igi .Ili�1lli n11II _ . trn_T---- llllllIltQ![UL_- _ _ - nRQftinlnYWli]II11dn11milII�riDR rQlAirlII11D11rlrrlrrr�lml� _ _ +>_ _ -- - - - - -- - -L _ 1 .--.. - - ---- Z rt -) , i _ t _ -- -- " Q "1nfllI11II - , . T r ", RE.. 11. • 7 i i r jI 11. SUBGRADE: 1 ' --i i cj.I I , G;.: I t11 1 Ii_, { -I I l . All concrete slabs shall be placed on 4" of drainage fill over prepared aubgrade or select I,^I I i j t (P, .N l0 (� fill The aubgrade shall be prepared as follows: - - ,a Cut'to aubgrade in areas too ---high and bear on -,suitable undisturbed soils. I I I I I as 2 - In N PE;-- iC>- E Pow iota: o� EXIST b, Remove existing pavements, debris, ,"and unsuitable material ,;to receive fill . I I % I F i �r� f7 (D ,U�'.6 _._ C. Scarify the>exposed aubgrade; o a',depth of six inches, adjust the moisture content to i I I i � I , �I '�J W (D within•2.5 rcent•of"theoretical optimum and recoapact to.at least 95 percent .of the ; , I W ('7 1n 7 1 I - -- -- --- -- -- i_..,- _ LL - -- - - - --- - -- ---" -- --- - - - - -- - 0 RIDA FL1�IEW CUlac., c-UR3 -ro t-- --tUN maximun' defined by ASTM D 698. - ai -v-- --- - { f -__ ) i I,., (D N F_..XIc T -------------- d. Place subsequent lifts of ae'leat fill ;in thin layers ,not exceedin nine inches for I I ;' I ©rIC, F 7 d I le i 4,1 / C 5 L�3 / l� / I I , c3:rr F':::,i e r, r, 4 G� -K - f ��p - 'Gr4�f , - I L-� 1, 1✓XI�T. �IR� / /1`I �t-DR�.NT E1T I \ M I---1 s 4P --- .- - - ­­- --------- -----1 N o= --ii--, Pp-tE rE _. , exiG� I t --I �.r W�TE LIi�t✓-�L..�W NEW ���INC�-. �NTF�.TG•2 G],4/1 ,i -L �E- RM�.7 Pa- � � I UL E FO R Ti -i � i!-.}.:-U�W,C-C-> rJU0c -i"-; C.0 r- "-r" R.'UC ,, ! t� t -J __....-- _ _._-. -I- - __ ---_- - - - P _! GiN W, x.a, / I aobgleconpactors,op six inches for hand compactors in looaeythic nese yo the desire I i u/1 4 x w1 a IW W. M. ON ; ;I �Jr'n 'Tf� ��, = D O NEW PpUt1--1Cx To. t�TGN lou h rade and con act°to at least 95 percent of the density defined b ASTM D 698. E EX11:E:7r. Powe PcLE� pc1�jT.------____ Kaintain moisture within -2.5 percent. of 'theoretical optimum. I 'I ; j MIL v�?oR ��*1ZKIE2 . , j i 1'✓t/'- 7 In d �`TP ^ '� ��E % !2.• Select fill 'shall consist. of. °homogeneous soils free of oragnic matter or rock larger than I I 1 oN 411 l�-�N�it-AR FIu� ! I ,' six inches in largest. dimension •:and pagaeasing a plastic index of 12 ercent or Zesa, with I { I _� - ----- --- ----- i p i 4 _r-_ -- _ --- ---.- _- _ �ppf, a liquid limit of_ 30 percent - lesb . the material shall be placed as 1 d above. � 4 j 1 I - ..� fig , - ` T' .._ STOCKRt10?t` ADDITIONS' ONLY t iL --- i - I - -------_ __ _ L --- �- - I • •r-t.i-,. �✓ M. GEAtERAL t30, ES. SPECIFICATIONS FOR-__ _ . _�r't------__-"� �`' / - �4 ' - - - - - - - - - - - _meq -- - --- z1 Contractor shall maintain the`°int rity_di, existing.building s security at ail tines and_' _ yx 1 I � 1 _ "r' F'N N �'� 2 Pte', �E� N-- �" ' rv^� �- _ shall take care tb ke' 'the:building sealed >off. General Contractor shall be responsible pp 2 -, r,1 I . .,�o - C L S /2 -- for'any damage to'exiating building and merchandise resulting from construction of `- `�/ I + �- W ;.,.:", \�I7-Z ., '`I stockroom addition and related work. Contractor`shall repair all such danage to building i i IW/ M�' _ {, and shall pay 'to -_the Owner replacement coat for ail damaged nerchandiae. �' �'I r m ( I i to � E EX1��. IRU KI,.1E LL- / /� 2. _Submit five C5> copies o£ steel shop drawings and HVAC equipment only to the Architect for - - r # O Q N T , I 4`1,�o i :review. All other.submittals to be made to Wal-Mart Construction Division and will not be, It f -- . r' ,; ' -returned. f i _ _ ,I� -- (I I `�-dI u N Q I --__ . / j - re u est. Pa 1 hs 'with each a .. oto ra Y I � un of three (3) h P q 4 \ " I 'I / . ..3.. Contractor shall ,include minim P 9 P Y I II request$ submitted without, photographs will be held until photographs are received. " 0 � i ,, -T" a j 4. $uilding' must be auhstantialZy complete upon submittal of final pay 'request and 'subsequent) --^'` ""- ""°-"`F" rA I I �. Construction Kann ex's'inspection visit. If not aubstsntially completed, Contractor will NOTE: N 0I �- EXICl �u�E^s ! SP�iNK�-E►� E �:. I l^� �, ',: peY for all.�expenaes for second -inspection trip. #3 Control Joints (CJ) shall be approximately N -i !, ! 1 i � 1 , 5. Contractor shall submit ,FINAL PAYMENT CHECKLIST which must be received and approved before! 1/4 depth of the slab and shall be either: y Y 11,7 . `. Ex- �T•. h1dTE2 NETE�c-k�1' - - Id `>� -n the last ten percent (10x) of retainage CFinal Payment) . is released. It shad include the? ( U ✓ A I 0 N 1 %� N Q 0 =--'---r-�_- ---- -- - / "` X G,11 "IC,K store nuaber and locafion and the Following items: ' _ _-_ _. -____ -_-__= A. Sawcut within 13 hours after < 1 11 EL�GT21GoL Etv r2 / GONG i✓rE _ I i� __ , - II pouring of slab. (,6 Q a �1-4EI Forz 1. Executed cc of 5 Year Installers Roofin Guarantee. `� � A u E: /1C ---___ -= �___ _ B. Be zipcap �t e joint former. Q %` --- ___ _ ; / 2. Cam leted Maintenance' Data Sheet.Q I Q - - - TE. L.E, Pl-.1:� N E EI�,"r- IZ� / / �. `, . R E' TE L� PY g __-._. --_ Y P J N c_ -r _E__ P 6alvani�ed ;steel shear- 'key cvrrstructi••n Gc� �- r R , :-"L-,- .r.i�Tl F--- ' EXIe�T. PCDP sC _: � �-r`F' Pc"� I s -'-fes,^=- `� . ` 3. Letter,'of acceptance of ,.fire - rotection" Sprinkler System from owners 'insurer. i W j rtr .�rTo , ; ! I i / o co -G L P • -protection alp lea on all heat a d air faint may be substituted for evntral aint W 11 I v�L ,Z.ra , UaEEk Pr�,o / , M 4. Copies of HVAC Manufacturer -s Five Year arrant ing n a U Q . I -o � E^{-M4c7r; (��-rte, j r �E.h.1Ew E�;`rp-T _ i . \ conditioning equipment... _ 0 0 1 cam„--JF4,.rL-;p� . 47-rE r -'r1cN ; I f ! / ~ 5. Executed end notarized Affidavit of Total Release and Certification of All Biller Q 0 - � - rr�E . ' T POR / - k, I Eli.) h�G. I Ii I j I li �o�i L JGo (��' I) 2-'� - 4 -r2=✓ I i RCy Exi GI -i �� / \ Paid frog the General `Contractor. S _ d' ± 3 ;I- �!1 t �1_ + 3C`_ c, + U - ---- -- I U +- ------------- moo, ; P -------- - r Po �f . 6. Completion Checklist items checked. -�------.- -� ---- --------- -- -------�----------- -- --- ----- -----_ LL �,ls"f 6. The Sprinkler Sy'ate■ Sub -Contractor shall prepare a complete proposal, complete with ( Ii �`1 { r N E til- .o = p I T {C� �1 drawings indicating location and ,spacing of heads, pippe sizes, service pi size and `i I, I routin to existing water aervice'for exiating,aprinkler system. - Hydraulic calculations Z� yl � Le, rkf • • s F. P_- E.-_------------------4 -� 1-' gg 1 i C m -- 'JEr.I roj c -H - Eki� 1 '- shall include aping-frpm the top •of the riser. Water test information shall also be & mI � � I 3 r`. .- 0 , p r�rGt� Ex��*r ��T1= c��1 `I i, provided with the drawings. r1 i• v, \A nyt Y 3 G Syaten shall meet ell exist n Local, State and Federal'Codem and shall meet CIGNA ed sI �I \ -'' k 71 X IX J , I~Er���rE ?�� , 1 GN specifications and Factory Mutual Syaten and NEPA 13 Standards. System* shall be design +-, x +' nE +I l W t I; Iii �I�f"', F'cz-�I`'C,- Zi% + 'C w using 286 degree F A.S. In storage areae with mezzanines, sprinklers should be on a 100 - ( In Q) -e !�«-; :��!� r�1E t� I �- S. F.` apacing using' a center end feed arrange�+ent both above and below mezzanine, with . 20 I -� _ 3m x "' I T7 _'�• ', x # co F . _. .) tr I . -. 1 1 F--'ULIE--�YIG` �F P.c-✓E Tol. gpa/S. -density over 2000 S.F. plus 250 gpn :;allowance for hose Streams. For. storage � 1 F , I V-- ► j t- 1; `' rr X X 1. NOTE; General contractor shall grade I around new addition as required to insure the drainage of surface water away from new, existing b�_ti )ding. � I(:: CT TERMITE P"ROTECTiON: Toxicant shall be water based emulsion'of the chemical DURSBAN, or other chemical acceptable by the Jurisdiction having authority, with uniform composition and synthetic dye to permit visual identification of treated soil. Apply toxicant within 12 hours before installation of vapor retarder under slab -an -grade or finish orad ing outside foundation walls. Apply toxicant to soil at the following rates, using metered applicator: 1. UNDER FLOOR SLABS: Dne gallon per 10 so. ft. BOTH SIDES OF FOUNDATION WALL: M.e,T�=I �;=�T_ ------ - - --G areas without aeizanines ' use .25 gpn/S.F.. density over 2000. S.F. with 250 gpa allowance -,i I Q -� , .1 ; -1 r j Y for hose streams., If wa er test shows 850 gpn at 30 psi residual pressure snot TiI� -IT -I� m m available or the existing stockroom sprinkler s sten is a pipe schedule system, then: ' a. The sprinkler -system should be hydraulically designed to a theoretical supply of 850 W . ' , I .00.11-1 I gpm ail 30 psi residual, or;. '� d H d .o C:) J.IL G Et- . - b . . The s rinkler : system should be ' designed to extra ' hazard pipe schedules .uaing 80 S.F. q'G � , `; BU I'L �11.1Gt spacing, with 286 degree F''rated heads. ��\ �(p� . I All plans and specifications of sprinkler pxoposal shall be submitted to CIGNA Company, _ /I3 L� 1 ,j - f ; Attn: Mr. Craig Holmes, 8755 W.- Higgins, Rd., Chicago, IL 60631 ,for approval before being �3 TTP 2 Gil`' E 1G = T, B L p submitted, with :approval stamp. and signature, to Wal -Bart rior to installation of -- ____ 1,;� __ __-___ -.__� ___._.. _ -- = --a �_ _ _ -- -- a_ ----- ----- - -- =---- ---_ p co of the transmittal to _._�- __- - -_ - --- aprinkler systema Allow 30 days for review -of ro oral . A -_ -, _- _ _ ^ ____ _ _ �_ _ _-) - { F, r . E. 4 cI. I pp p pppp j / - __ - __ ____ -__ -- �, 1 ., CIGNA shall be sent, to Johnson -and Higgins, ATT&: Jim Deaton, 25 Park Place' Northeast, ._ ---- - I j \ \ / \ T I/24K v /�\ / - �- � / \ / -- �- \ / / \ / j i \lEF-ZI � I ' Suite 1700, Atlanta,, GA 30371:. ! E I K X X � X 4I C - / i\ `:. A X 1, I 11. . I .- --- 11 \ - - - - / •\-- - --- w 1 FRA2! IHG NOTES s ^� ; i �� I /� ( / I \ .., - \ / -. I i� . , - ,I" ,,, _ I Ni _ . II ! - ib I I I I 1 All 'new columns shall be" as .shown .on lana.. - -- -- -- --_ �, ---- -- -- ---� ,. I C� P d-1 i---- --- 2. Joist. bearing heights as shown on-these:plans have been compputed from original building I: i I �� 1- I � I I I I I �-�I`l I . plans, conEfirn these elevations in the. field before 'fabrication and erection of structural � /1 I L - 1 j U Ico , ,4 I I ILY I -•1 - steel. _ `* 1 I X �[ I I I X J I I_ I )( _�[ I _- -'� ---- -' ALL QUcSTIONS RELATED TD THE WORK - ,, - , 1a; �� -T---- i '`' T ` 3. Install standard diagonal .bridging at each •sad of 'each .row of horizontal bridging and at I I -- d I - � ty i _ tI 1 4, i 01 - ;; --,t ^i, INVOLVED SHALL BE D . REGTED TO THE vt ! ( 1-I �T I �� I - �i I N l either .aide of roof expansion Joints a8 shown on this plan. W, i tY Cl N C�1 N i 1I- - } CONSTRUCTION DIVISION DF WRL-MART. 4. Roof deck; shall be Type 'B :., 1 1/2" x� 22 gauga -wide rib. I �I I ll I� -�,_ N _ j _�__ I i I _- _- ------_----- _-_. . __ ATTN::KEN,MOUNCE, 501-273-4858 OR 5. -Roo£ deck shall be aanufactured:•and installed in ,accordance with the Steel beck] , �r ��-- I I - Institute's .specifications.. .n i Col 1 01 I 3 I I_ 3 I 3 i I o I 00T v I-� MIKE WEBB, ..,01 273 4.,21. , I C' 1 t .' ;.:, "J rr -r f•� I 6. 'Beans and •columns shall hdve.s ninimuA yeild:strength of 36 .KSI. ? : s' ( 1 I - r _j j <, I I l.._ h 1 I - -. _ -- --- - _ _ -__ _ _ _ _ -- - _. _� _ - _� ; °a a we ds -wit mint: r or t0 the 3natallation of roof insulation.: - / __--- 7 . Touch up 11 d c3c 1 h P P i I , -Q I I \ \ / \ / % \ / \ / \ / / e __ if 1-! completed d inspected for o e s er i n of roof { I / \; { I �Gd!_ E I �� C 8. A1Z structural :welds shall be co let d an ins ct r t h in t llat d �;I GENERAL CONTRAGTDR SHALL FIELD P P P tL/ X /, k T j\ Y. X /, 2 I �= _- insulation. ___.. : I i - I. K4 4 \ \ / \ \ t, P N E Lel 2S ED IT EOh! _ �;'�BG �.F. VERIFY SIZE AND LOCATION DF RLL -_-_-- - I-_-.�_. X24 / --� _/ i / / / = - ! I _ 9. Erect entire franeuork utilizing A325 ,erection bolts, align all `columna and beams, weld _ __ .-._ ___ -�__ =-�. - _. L -,-__ . EXISTING UTILITIES WHETHER THEY ARE + UTILITIES, all Joints for,.final.connection prior to''installation"of steel decking. j - I i + 2GY.�F LINE BEYDr.�;o-SHOWNON THE DRAWIN05-.OR NOT PRIOR - 10.` A11bridging shall --.be .1 1/4"-.'x 3:..1/4".x:-1/8 an lea. '-All angles, -.bridging. and atruetural _ �� .. . , gg connections ahall.be completed' rior to°A lication of construction loads. -rr '� �--- P P P _I { I I i 11 TO BIDDING, _AND SHALL NOTIFY, I - - ( NOTE: 11. -All opening `sizes and locations.in deck shall .be verified with mechanical and/or plumbing �;:-" \ \ \ ,\2� `2,, er 10 linear feet. i1: r. CxGE-ti•, r -ITL. Gov P,WF-1T WAL-MART CONSTRUCTION_DIVISION OF I contractor., 0 I / ' New columns shall al' n with CONCRE I E. Four ger i t yr s p , '( - l g t h T 7r �� T E I ee late end anchors shall ;con£orn t,h the latest Steel Joist Institute -'s specifications. ' /\ /� / I�Ma�� ��tST. �ooF to death of one foot. � ~ o h -t G SIG% - T`i fANY FORESEEN CONFLICTS IN THE 12. St l Jo 13. Steel connections shall .conform to. A.I:S`.C. s ecifications. p `i- ___ \ _____ ST��>�T�t~E ® �,CIsT, exist. cc lurlins & Jst. brno. CONSTRUCTION OF TWTS wc)RK', RESULTING P r- - -�--r- s ' MA50>`1RY. Four gallons per 10 lineal feel far 19. Cantractor'8hall verif all••:dimenaiona''on structural drawings. - -- pork ca!'�TizJGT @ new wall shall'rnatch exist. A i kE l .. „ ., OCCUPANCY. -DOORS or THIS DOOR, .TO REMAIN,UNLDCKED DURI G •1. � .,, each fodt of foundation depth. 3. Two gallons per lineal foot at foundation penetration. ; l /. l GGr.-l-rfZCJ1- LT -r � cot..•- � F. `�Ee- G' L-- 1(O/2 -----\ I , ':;` ' ---------- r- -- _- _------- -T-- ---- l- -- -- - - I-- - - ' - i __ _._ . gO j�� = RE t_.GC.c1TE, E� Tom," 11-Jcz, t G.L _ i�� R , o -_ Q ~ .-� U) I . -- -� - - - �. - - - - - --�- - - --- --- 1 , i i i - �M �'� T•C;2 t� tl 1Gr ©�„ fir' 1! i.l��," _ ! �� L G� _", - - -- - - -- - 5 --.. -.. -}- - = -. - I I L r ru x I� L� � -t- Re TE E T• j I --- 1� _ 1 __ -- - t--. -- - ., - _ - _ i I - , hinges, and standard vision, panel;. `- :Doors shall be 6 -8 high, width shall be as called for on door schedule. Doora, shall have extruded aluminum bumper Stripa on both -•sides of • - _ 1 O Q Li -�_ I 2pM P, 10 % 1'- 't �'t-G I o Low - _ � {z� � T � TE .- _ _4: I_-.- _, --- - I _..J-----:.--:1,-------,,-4.-- _ _ _ - //- G- C�L�: r-1 TL.. DR I P G, P, C�p� 1, r(_. a�f~ ; r- SPI � EE DT L 13 / 2 � E E C-; L- I'2 J2 . ---- ----- NOTE: r r :,irn doors. ' d i w rel �cate R11 ne or S� (- T i � � v N C 11-11 frames, gutters, downspouts, etc. , shall -�` - - --"- -�=_­_ II be minted same color as concrete block. g S j I G A D- E. I/i& I Z 1�1CI�1 G11 ; O L1/. t �rTL . GUT-' � rC �- EXI�. P•a•" FT Te, F-91 iJ 11 �'�P'�/Y:., -4 SLC%,- c= S EL> L)-:,: WIL-c> Uf' �i-oUC ® E�IZT. F: 1'f, -, 4) M�TG:-i E -X �T - - - 6.1.6.E -L- GP Tr'UCK PG,_K ,&.S �EG7't�, I I ' f012 NOW .�T, 13R KP , PC: 1,:::i r-� �r p6 12 �{�c_T +IEIc,NT P -Et -1C7 -/E �Fz r !ON =P:" EXr-�i WdLL, TGA i•._l IN `1x L. � •�r�lP d o �! To of ESC t ST. 1 1 a. E_ L .6.I i - 4 T- o. M . 12 E Ga , �- - \\ /-.' �,' i . I � I cv, TT ( -- LIST &U EE - . I �:� U \ / I i --- -- -. - ---I - - - - -� �_.. -.�.- ___ - ---,- - - . --: -- -Y--- . -.- - - _; - _ _ - -- _ --- - <I.. - - ----- - - - _ 1.I _ --1 } - �, -- --t _ t-- i' E7 1ST. 1 1 -- \4 1,1- I I I . .= ­­ --- ­ - t_- -� - -- _ _. I j1 jj i 1 - tt �� _ _ 11 i 1 - t- -. --- - - r' - _�-_ . I C . 1 _ - 1=-_ - - -- _- s-7.- --, _� L-,- - -- - . ,FROM THE LOCATION OF'pNY EXISTING 15. The Architect shall not be -responsible for acts or oni8aions of the person's performing = V A� 1r1t�1CAT-ct� Contractor shall verify exist. UTILITIES.' any; of 'the ,work. _�;,,-. , ... -1 �! S1M. ions & not Wal-Mart a z . - n7dit y SEE DETAIL 20/ FOR HVAC c FINISH SCHEDULE: t SURPORT A CURF�, COORDINATE Construct ion Department of T. �• P, Floor All , exposed concrete floors in stockroom' area shall be `cleaned and - LOCATION WITH MECHANICAL any foreseer, conflicts prior - --- � � sealed with "SON -NO -MAR {a general purpose availab16 F P A m I N GT P L °A N -- t P _... 9 P _ ---- -- -__ _�_----__--- -�- - CONTRACTOR. to biddinn. �- - _ - _ _.._. _ - _-_•..-. -, fron'Sonneborn'� Bu'ildinq Products Division C612) 835-3434) before -4-- _'. _, ,. _ contract completion date Use gray tinted sealer . �� 1 II I II .-'`• �-�} - Base No base req uired.at:,atock oom. As noted for sales area. 5 c -. L -; /.-- 1 O . _ _. __ q 1cC i �_- _.l -� Walls Apply block filler ( 1 coat ) & paint white. N ___; -VVI Ceiling 2 x 4 suspended acoustic.';'l HR.,clg /roof assembly (UL P214). . :. 1= _- - V DOOR SCHEDULE' j I - 4t_...:: I� I3 I -Coll ± t {� - _ ..------------------ ----_-.__.._._..-•------- ---- ----------------..--- ---_ .- - - -- - - --- -----4- - I 1- 2 3'-O" x 6'-8 Eliaeon 16.'gauge aluminum doors. 3'-0" X 6'-8" M.O. See Note. below. , _ - " 1 -II i, _. . III o ,_ .- 45 J _C -- �F C�C.G� �C3 �L C2 it N! ~v.! I o - -= -- a alvanized steel construction -�-�- -=- ,, 1. HOLLOW ;!(ETAL DOORS -Shall be . 3/4 th-ick,- 16 ger g , r g • -•�i- ---- -__ _ _- _ --_ __ -.--------1- _ - - � ._____�-- F�'LSM E-, CG�Ia�a �>V-wi..L -,--T EH �T --�.- ___ h.. C� r: con ornin o X100. Fabricate head with inverted, unperforated channel flush with top I I - 5 K -,O T ,� POP- O OKATtP i edge to exclude .water. Core ,construction :shall :be one of the following:' <e) 22 gage I N�`�> oPENI� FOR, iRAS� ! �� �c ��G , Ga�� ISI �`"IG�1- �'�• ' t a ion between stiffeners (b) ,Pol urethane : ~oMF,�GTv� cOe R w -a�E [acz�� F I-{d�G'vl�F E Z TFZASH GOMF;11&4T0R� - I vertical steel stiffeners with loose fill insuZ t Y f G .�E CUtE _ foan,20 psi strength, 1.8 pcf density, or (,);Polystyrene foam, 1500 paf compressive w�L-tcT - _J' ; ! O Z- ' strength, 18 psi shear strength.' Strength of 'bond :between foam core and steel face sheet � ,�_ - C[ --- - --- ehall exceed strength of core :so'ahat delamination will not occur under operating I i -1 �I !� ii �- [] - i conditions...'Frame shall'be 16 gage galvanized steel, mitered and��welded unit. All doors _� 1 �I -111._ shall Have minted, on the -inside,-- contrasting background in 1 high letters THESE `i �, T� 1r 0 W N Sh At of .. „ ., OCCUPANCY. -DOORS or THIS DOOR, .TO REMAIN,UNLDCKED DURI G •1. � .,, I I - n mmn - mmnm s wum,mmm,rm, mn ,m rmufumfvrmufnEnn m urr�i,rurr,fm�iimumnmanmm�immimffr- _ I.,------ --- . �-- �.__ mfmnnwrr)„m►,xm v. d_ mm, ►w,iu,u L mfn mium, ntfrrp wd, nfmfn [] O , ':;` ' ;a 2. ALU2lINUH DOU$LE=ACTING DOORS,' Furnish. and install where shown on the drawings aluminum an Doors __ _._ . gO j�� = RE t_.GC.c1TE, E� Tom," 11-Jcz, t G.L _ i�� R , o -_ Q ~ .-� U) ou a -ac ng gots as mane actured by Eliason Corporation or approved a ual.- . _ shall be "Easy Swing" .interior;�i�double-action, 'lightweigght aluminum doors with satin i i - �M �'� T•C;2 t� tl 1Gr ©�„ fir' 1! i.l��," _ ! �� LL 1., . ' anodi2ed aluminum finish both aides, formed edges for. stiffness, gravity-typpe ,no spring r ru x I� L� � -t- Re TE E T• j hinges, and standard vision, panel;. `- :Doors shall be 6 -8 high, width shall be as called for on door schedule. Doora, shall have extruded aluminum bumper Stripa on both -•sides of • i I hj��J oretr [r -IG trl V-,CIGT == �"'�� 1 �o'"'FTG Iz i�t�1^1r+�-• P=c�c ^! �!a �L , SIz� oPc�Ilh O Q Li " fi fl . t b tt .bum er • bun er shall have satin >anodized I 2pM P, 10 % 1'- 't �'t-G I o Low - _ � {z� � T � TE Q. door mounted :23 from n1 o€�r o 0 o p p _ - _ _ t . c>4I T - ` 11 finish. _ I 1 �Esrx aTE �x l��-r,K�� �, • �� Ir t��fz _ Y . O --4 I. - = Ff�C�t- ,I 11 .,TCP OF TI Tc� Ir 4 , - s: I I ! 5 I . I- FRdME Tp RE �- N r6? _ It i ! U 1 �1: 1 HARDWARE SCHEDULE. = 1.T i I L_. �� R ,Flo./ ` \ = I J z I TOF OF 1J,G L:L. I l_L.C.!✓L L. 1 i c = O. F R.rs,'- I E rte' ->1 r.1 Com- L_ E I \ _ . ,I \ 2EititF GGI.tGG, t Pair. hollow Metal exit doors a - Q 1' , i' ,' ° I i DGf�. P Ei�i'E F'rEL.I-i _ . T�j PiC,�f.- Gi. L EW ` ( tit ( ,.. , > I c I , �, -_:.1- ~ a U) L L. ' `1 ' _Z,L , %�Lt� I�Lf=. I Hardware shall meet or exceed; tlt-following - I �_.r . I Stanley, 3 pair hipgee -4 1/2" x 4 1/2" FBB179 US26D (with non -rising pima. 9 { ti EI�1U�lE E�CI ..1 P©R_rI \� t - �A I -t P K - - I Rusawin l.panic,';o'evice''792-73 (no outside trim)LLUS26D I - 1 ------ - -� / -7 Alarm:; Lock Cor 1 double `door holder 44 ,. I ! I - - t, ; � = _ -'=" ' , - I p. M I �'/� of 1 o le C a s PG10 (furnish cpm late wit lee c der). I ,• - 11 Ir Alarm L c orp. l pilfe.,guard l rm p h yed ylin I t-� -. - - - - -- -- - - !- - -- t------ -------._,__ mclL'-` ___-------- --. C� r ._. .,- 1 X I Penko F 2 door',bottom weatherstrips 307AV 1 t✓ - - "I , `r -� _- _ ++ - 1 ��\ - .. T d 4 , , Wooster hireshoi W11 l - -- _.Y __ . ._.. ___ __ - .. _ - : -- - T , «._.. _�_.,{-__. �._ - -.-. _ - to c;fE C7F� r oN FILL Ehr-� , , (, -_ .,r 1, -...� usswin , si erer 3 I Q i Et�l P I 1 I __.. _ _.w. -. _ < _ t s _ - I.. R 1 _...... - _ - ,- -._--- c , I I ©C t �T. W L1 PF N i. 4. r _ t_ Gr / _ ..:- __ �, ...._..�.�- •-• ;_ .�,. Nat. Guard Prod'. �istrlaual . 139P .,tprime` coat grey, paint .to match doors) - �1zor�f ��� �� __ . __ _. - _ lP G oG E -o iJ. K TrJ - ._ _ ,w; .. .. Bardo securit ber Sentinel aeries A 4 ON� L I. K t- k4 F --- -_:> . w ,.- .__ y -, , .:. - aI�T. 21�L T EED C�QF: 1. ,.1 --- r _ _ �1&1i p To Tc1' c Mea L '. I NEW F R.c� . ' ._ _ Sincrie hollow metal exile door I; t ^E FS I 1 -- - - = j; �E k�t_L E-" GSR c- -- - r _._ __. 4 - - - _ -� _;. _-. - I: �PEGI�I--4T1oh.5, �E.� H-44-'= Hardware shall meet err .exceed : h_, : followin J, s's, _•__ � 1 L, i' .. Y f C R v X12. t IC.f2 _-- .:------- ��_._ -: _:__.. _-'� ' ,�, g/ x 4 1/2 FBB179 US26D I E 7�. i � 'r" 5 � t` „ I-.1��E . - --s -- ..-_ Stanley 1 1/2 � aim. him. es 4 1 2 i I . -____. - - , 4 - 4 _ , -__ -! cfJ1. _ __ , _ _ _ _-= s) I: -- - - �.__ ._ . (with: non �' isirrg pin -. j N [-/ .1 , , I � � ,'' " I IAlarm Lock ,Corp. Full bar) anic elarm lock 70R': US26D (furnish complete with i!_ T_ __ 1; - I -; stand6rd e ed cylinder) - _. „ = � . , Y y C-o'�. 131.,_K, , TD .t -'i t" : F ^i E� i T., A . Nitt & San Threah�sldi ♦ 700. CONTRACTOR .. iVOTE: o ; 1 . v. i v . , SPP:-_ �L:,. SILL E' Z Fi11N+T Penko : Weetherst i -piling 74B SANFORD FIRE DEPARTMENT .Fill a'l,l Cei.ls of X11 rtew exterior •' TcD 1--ETM:-L-4 �,Ic=,- ', Fem'ko : Door"bott as :'weatherstrip 307.AV block walls `iexceat where=det'ai led ,oi^ $ 1303 FRENCH AVENUE ` ..1 ' P _ h1dawin 3 silences -s 33 noted'ty be reinforced. and/or filled '• y.: ,, C,:' • Berdo security NiAn. Sentinel series A-,2, A� C _ _ SANFORD, IDA- 32771 with concrete3 with vermiculite 'loose ' ¢ .' ,L II EXIST. FND. 4 FTC. To REMAIN NOTE : OMIT TILE 13Ai t, � TAPER 5TIZIP BETV✓EE NEW 4 EX15T, STocKRDorI j NEW SLAB @ EXIST SLAB 2 S GALE: EXIST• WALL. :t� 4 .c Ig11 17nwEL5 e IZM O• C, , DRILL 6)' INTO EXIST SLAEb,SET IN EPDXY 4RrnUT EXIST, SLAB I-NEw 5LA5 G CJ" L A 5 e Ex 15 T. O P _N cT . S c A L -E---- - -- 3/4I - I e'xltiT. VIALL exIhT. r- + I'� Ltd F�t_T n [-la I NT SEE FFlD. FLAN--6`(BE.L JS-(. 1 l FDR fTCX. 5ZE �l— _J RENIo�tE �-I �T. 6Lx IT 1 To F t RST Jo 1 N 1' PA�T' -- JANjP� of NEW M.o. trlSTat-J_ hires•! tt.1c '.tll. Lp G K. r - IL -L rk1(-)�2) GEILZ V] GO!4 G• '% FIND• kJ L1.I-E HE,�J - i'_ �,irLr ;.'ppnt2TIN4 VEF21t=Y Ot'ENIN4 SIZE GqRg I­U.Y{N15NE0 PAY W/ MEGN. GON7E�,AGT�R MEGLI • f.OrJT1�lAGTptt TCP OF ,-URB IN�oTALLEq 13Y GENERAL "sH,4t-L BE Gor-i`tp.aGTOtZ ---_ VLt;.VP_L_ GMtI� 3tx �/itr't LLQ MTL. gEGK� nE(,k SEDT ION SCALE.: Ac-) REQ. ; PAY MbGN. C,oNTRAGTOA L !, I r- -L (07 L. 6EA M cc o -1 -' S �L_A�. G4rxt1l D- 2 Built-up roof on rigid insulation on RENTe�IVE F�OKT10N OF /1:e'F-n EXi6T. WALL A5 &CC'4-oq GlF INbICATEP oN PLAN glCSE or --- -�-- b" x 6" x 1/4" steel plate with 2 - 1/2" i �1^ c", t L F=-- 0E- V -"LL- 0HL-Y1 r-TAFER STRIP 1I�r':���L-L_ TAPER I E- 5 Treated 2 x 12 with 3/8" diam. A. B. at 2' -8" o. c. E- 6 Galvanized metal flashing with metal II EXIST. FND. 4 FTC. To REMAIN NOTE : OMIT TILE 13Ai t, � TAPER 5TIZIP BETV✓EE NEW 4 EX15T, STocKRDorI j NEW SLAB @ EXIST SLAB 2 S GALE: EXIST• WALL. :t� 4 .c Ig11 17nwEL5 e IZM O• C, , DRILL 6)' INTO EXIST SLAEb,SET IN EPDXY 4RrnUT EXIST, SLAB I-NEw 5LA5 G CJ" L A 5 e Ex 15 T. O P _N cT . S c A L -E---- - -- 3/4I - I e'xltiT. VIALL exIhT. r- + I'� Ltd F�t_T n [-la I NT SEE FFlD. FLAN--6`(BE.L JS-(. 1 l FDR fTCX. 5ZE �l— _J RENIo�tE �-I �T. 6Lx IT 1 To F t RST Jo 1 N 1' PA�T' -- JANjP� of NEW M.o. trlSTat-J_ hires•! tt.1c '.tll. Lp G K. r - IL -L rk1(-)�2) GEILZ V] GO!4 G• '% FIND• kJ L1.I-E HE,�J - i'_ �,irLr ;.'ppnt2TIN4 VEF21t=Y Ot'ENIN4 SIZE GqRg I­U.Y{N15NE0 PAY W/ MEGN. GON7E�,AGT�R MEGLI • f.OrJT1�lAGTptt TCP OF ,-URB IN�oTALLEq 13Y GENERAL "sH,4t-L BE Gor-i`tp.aGTOtZ ---_ VLt;.VP_L_ GMtI� 3tx �/itr't LLQ MTL. gEGK� nE(,k SEDT ION SCALE.: Ac-) REQ. ; PAY MbGN. C,oNTRAGTOA L !, I r- -L (07 L. 6EA M cc o -1 -' S �L_A�. G4rxt1l l0 Krrr'WIN A rl ., I ,• �\ -EXIST. GttRpER � -� O i FIcIST. STL. UST. R2W U5T 01 NE W _) LlEt1!illl C I 1 W SEALAiJ-r E. _ FOI_Y'�I1,111 J•T, FILL E� S ^- 3'lz�l x�✓BII x I�I I i � EA. SIDE w 4 t E. I3. RE\n ofWT. IZ x 2'1.5 x o -Cs ! RE�JiZ SLK, EX15T,Z!)- + NE41 SI1 G KINISEE �CNFDIJLE ! ! cat.. 4 BIRDER t EX15T. _-OL, -, I _ 1� D T L e E x IST. — —Co L. HTKULJT!' L>05T-1. 1r i"�-tl A G A L E 3/4II II 5GALE --3 I O ARE: Fl-QCF-_PLAN, -'ct-OIOP OF PAPA\PET t To MA eH EXIST. - , AIL T r E t^>/ 7.N lF, TRUE. -r(Pi J-17,�� 2411 ©,G,_EA r-, 2EINE C Ilii a) r-, E2 O V E✓ Tzi !-a E3o\/ E F I N E4 -I MITI # 9 Zit Z,^, c:,ALN/ MTL. - J t L�-- E'>R!�✓✓�-E I..IDT TO �XGE.EO ; � j--210 GSA, 1...�AL1/, t�iTL,. � Q� till DZ -0 0.6. W/ Z- I%4 � y tDF�IP GAt? 1Zll, GONG, BILK, TYR MA�OF 1R' f t30LTb @ - to �„ cwt !G, 12�ELr� W GIN 1 it TNI5 COURSE . <i to i EA. LJtiI �-EL t3LK. LJ/ 2- - __ -- } - 3(•' k !� { Y it -� / JST, CY TOP 4 BOTTOM *' T '-'---- -- ' -- I �u I I T PE LJT, REI N I=,# ¢ (� 24 G>,G, 1 r N' Ccs ell a)c-,P�ELOW f � ot.T, �END"� - _ tai E-5FWZ�. EA. E?J0.yT �r,ul-�------- r_IN, FLA F' --- '� � r�'� N ./� • =o �{ ITJ4t1. t�R1I9 GA!' N C,T �-= o O.G. �• > I Gy �O �r CI 1 _ GL �'i Foil gIZ� RE111T=. __ E8 �X,_�-'- _f )1: O \ @ ISLE tJEW �xr, t x -i r---------------- - -1 ' J BULL WlSl6rN } EEE \J NOL-L.OW M�'TP L I�ooRs: AME3 17=, LO W FI N. E3 !,� I I w GQOU-r r-K-reI-d tF_YoNP ALS AL,. . ,.` Eld t Q 4- E-XTEN 15 FRO1.1 4 �- P ,� I-10aK IQ Rdc�E .. - Za. NIDE. OF DoaRS '^ ._.r.' PTCA, To 2 0 At?(E c TYr> i I -,�, 1= - -f©P C7� G�PEt-I E Nom- _ ^o t �►----'t--- -- i 1 --� SEE FiN!f;H 5CHF-PUl,_F_ "iJ Fir / 1 AOR �'i.li.`FZDo>=A55EMBf-Y 4- I F',1P Ae ITL. l ! XT_ �AM �`' 1` V. HEAD SECTION FRONT WALL, 1'�7 V _; G a L_ ?3 �{ (► d 2 5 p I- E: 3/4H IT - o ` 6,' -ALE. 3/4 —1 0� - ^ GA LF fes{ STD in I 1 i \-f 1. LZ I l i P- ., ROUNDED. GOr•!G. J CAP cn l FILL W1 GONG. E4 PAINT IITP.AFFIG it7t �� -� - YELLOI-!!t. IIIA - &LY, IJol T fP. - - - D2 _ ES PAVIN4 ! 1_- •GON I- •- `,--_-----� --lift• 1t _"r-1Sl � NOTE: boND BM. - - - - _ TOP IOF WALL No7 � f-��✓ Et -l=am. �+1 I � Ir— '\�� � . �i �-'1' ;=A aw/ -� .� � -_ _- IS�ONB!F TOP4)IF [OURSE OR 5 �lDEGF P>E.c.I• c�Q Gtr2c�G -1 E �� -- t LESS A&OvE 6oFlb N18X10 hTEEL PRAM ��7 IN GONG. --- - -- _ BM. @' RGL�',' FILL W/ t111 rc!/.# - -' g A.B. oR - - a E ---. 1- N O T E U CELLS w/CONI. @ k !to �r<riC� E�. ! i 1 11����LL 21��N stvtPNt. END 2�^3"0-G. , ''~ i j ; I I :`^�TGH F�_iG. MA5, AN -HORS F2�M OP J T TQ v ' t --- ' I t3� f7�t7 32 u1bLLY� r- I j--y--� ! - -- '--- �' ---i ! ' ^ r!`J -' uE.IL.E rtor I1<,c� L3/� x3� XV,+ E8 i"t. X 811 w/'-��' _FtiC, P .Gt � Z. - .. f Y, 2 EXP. BOLTS !J UA1�tt pUST �T� HEAD SECTION e SIDEWALL .ci{off �rL-. N f. LIHrIr� A E /3II -- II It 11 ' S G. Q L �. % --- OIT- i XT E_ P, j ..� C �G L -- O G- SCAL 3q �. 1 2 _ _ _ E / I _- 0 o• 10 .. .:_ ,.l_ rew s.27 v1Zer­ - Cil. r-1^' .S; GC Gr #i i J .: G2 - act�_atec on... cDa=2Y .n8' I SES as - _:.il•:S: T?S: � D. c. -_•}lu the SiCE t'- c. ..G!',Ytect:0Y1E di; 1 '.,. oecu clo=ure anpie. b, in*^ee (3) corinectior•5 at tour (<t) ee:!ai states between =_•upolrts for aii fags. �. = ' a;irlimurn end idp. G. 5ta,per lap splices one ;? } io»t =_cacivlF e. �'ravide Deck. to conrlecrzon=_. 6" D. C. at all "o"s*. t_vD�,c& D- 2 Built-up roof on rigid insulation on 1 1/2" type ' B' metal deck. E- 2 Fiber cant continuous. E- 3 b" x 6" x 1/4" steel plate with 2 - 1/2" diam. A. B. at each foist. E- 4 Treated woad blacking.-ty E- 5 Treated 2 x 12 with 3/8" diam. A. B. at 2' -8" o. c. E- 6 Galvanized metal flashing with metal C l 1 p5 at 21-0" O. C. — E- 8 Concrete bond beam with 2 - #4 rein- forcing cont.. E- 9 3 1/2" x 3 1/2" x 1/4" angle cont. with 3/8" diam. studs at 21-0" o. c. Butt weld splices. �J Q E-10 Cut concrete block as rea+lired to obtain proper foist bearing. E-11 3/16" x 1"- straps at 2'-8" o. c. E-18 6" x 8" galvanized cutter. ^+rE�ziOlz- ^� I•-� ✓ �'•\-ilk..-,`a ^—.� � 1.f_% \R.Z •--.�s. �—• � X81 x %bp LLv . l0 Krrr'WIN A rl ., I ,• �\ -EXIST. GttRpER � -� O i FIcIST. STL. UST. R2W U5T 01 NE W _) LlEt1!illl C I 1 W SEALAiJ-r E. _ FOI_Y'�I1,111 J•T, FILL E� S ^- 3'lz�l x�✓BII x I�I I i � EA. SIDE w 4 t E. I3. RE\n ofWT. IZ x 2'1.5 x o -Cs ! RE�JiZ SLK, EX15T,Z!)- + NE41 SI1 G KINISEE �CNFDIJLE ! ! cat.. 4 BIRDER t EX15T. _-OL, -, I _ 1� D T L e E x IST. — —Co L. HTKULJT!' L>05T-1. 1r i"�-tl A G A L E 3/4II II 5GALE --3 I O ARE: Fl-QCF-_PLAN, -'ct-OIOP OF PAPA\PET t To MA eH EXIST. - , AIL T r E t^>/ 7.N lF, TRUE. -r(Pi J-17,�� 2411 ©,G,_EA r-, 2EINE C Ilii a) r-, E2 O V E✓ Tzi !-a E3o\/ E F I N E4 -I MITI # 9 Zit Z,^, c:,ALN/ MTL. - J t L�-- E'>R!�✓✓�-E I..IDT TO �XGE.EO ; � j--210 GSA, 1...�AL1/, t�iTL,. � Q� till DZ -0 0.6. W/ Z- I%4 � y tDF�IP GAt? 1Zll, GONG, BILK, TYR MA�OF 1R' f t30LTb @ - to �„ cwt !G, 12�ELr� W GIN 1 it TNI5 COURSE . <i to i EA. LJtiI �-EL t3LK. LJ/ 2- - __ -- } - 3(•' k !� { Y it -� / JST, CY TOP 4 BOTTOM *' T '-'---- -- ' -- I �u I I T PE LJT, REI N I=,# ¢ (� 24 G>,G, 1 r N' Ccs ell a)c-,P�ELOW f � ot.T, �END"� - _ tai E-5FWZ�. EA. E?J0.yT �r,ul-�------- r_IN, FLA F' --- '� � r�'� N ./� • =o �{ ITJ4t1. t�R1I9 GA!' N C,T �-= o O.G. �• > I Gy �O �r CI 1 _ GL �'i Foil gIZ� RE111T=. __ E8 �X,_�-'- _f )1: O \ @ ISLE tJEW �xr, t x -i r---------------- - -1 ' J BULL WlSl6rN } EEE \J NOL-L.OW M�'TP L I�ooRs: AME3 17=, LO W FI N. E3 !,� I I w GQOU-r r-K-reI-d tF_YoNP ALS AL,. . ,.` Eld t Q 4- E-XTEN 15 FRO1.1 4 �- P ,� I-10aK IQ Rdc�E .. - Za. NIDE. OF DoaRS '^ ._.r.' PTCA, To 2 0 At?(E c TYr> i I -,�, 1= - -f©P C7� G�PEt-I E Nom- _ ^o t �►----'t--- -- i 1 --� SEE FiN!f;H 5CHF-PUl,_F_ "iJ Fir / 1 AOR �'i.li.`FZDo>=A55EMBf-Y 4- I F',1P Ae ITL. l ! XT_ �AM �`' 1` V. HEAD SECTION FRONT WALL, 1'�7 V _; G a L_ ?3 �{ (► d 2 5 p I- E: 3/4H IT - o ` 6,' -ALE. 3/4 —1 0� - ^ GA LF fes{ STD in I 1 i \-f 1. LZ I l i P- ., ROUNDED. GOr•!G. J CAP cn l FILL W1 GONG. E4 PAINT IITP.AFFIG it7t �� -� - YELLOI-!!t. IIIA - &LY, IJol T fP. - - - D2 _ ES PAVIN4 ! 1_- •GON I- •- `,--_-----� --lift• 1t _"r-1Sl � NOTE: boND BM. - - - - _ TOP IOF WALL No7 � f-��✓ Et -l=am. �+1 I � Ir— '\�� � . �i �-'1' ;=A aw/ -� .� � -_ _- IS�ONB!F TOP4)IF [OURSE OR 5 �lDEGF P>E.c.I• c�Q Gtr2c�G -1 E �� -- t LESS A&OvE 6oFlb N18X10 hTEEL PRAM ��7 IN GONG. --- - -- _ BM. @' RGL�',' FILL W/ t111 rc!/.# - -' g A.B. oR - - a E ---. 1- N O T E U CELLS w/CONI. @ k !to �r<riC� E�. ! i 1 11����LL 21��N stvtPNt. END 2�^3"0-G. , ''~ i j ; I I :`^�TGH F�_iG. MA5, AN -HORS F2�M OP J T TQ v ' t --- ' I t3� f7�t7 32 u1bLLY� r- I j--y--� ! - -- '--- �' ---i ! ' ^ r!`J -' uE.IL.E rtor I1<,c� L3/� x3� XV,+ E8 i"t. X 811 w/'-��' _FtiC, P .Gt � Z. - .. f Y, 2 EXP. BOLTS !J UA1�tt pUST �T� HEAD SECTION e SIDEWALL .ci{off �rL-. N f. LIHrIr� A E /3II -- II It 11 ' S G. Q L �. % --- OIT- i XT E_ P, j ..� C �G L -- O G- SCAL 3q �. 1 2 _ _ _ E / I _- 0 o• 10 .. .:_ ,.l_ rew s.27 v1Zer­ - Cil. r-1^' .S; GC Gr #i i J .: G2 - act�_atec on... cDa=2Y .n8' I SES as - _:.il•:S: T?S: � D. c. -_•}lu the SiCE t'- c. ..G!',Ytect:0Y1E di; 1 '.,. oecu clo=ure anpie. b, in*^ee (3) corinectior•5 at tour (<t) ee:!ai states between =_•upolrts for aii fags. �. = ' a;irlimurn end idp. G. 5ta,per lap splices one ;? } io»t =_cacivlF e. �'ravide Deck. to conrlecrzon=_. 6" D. C. at all "o"s*. t_vD�,c& D- 2 Built-up roof on rigid insulation on 1 1/2" type ' B' metal deck. E- 2 Fiber cant continuous. E- 3 b" x 6" x 1/4" steel plate with 2 - 1/2" diam. A. B. at each foist. E- 4 Treated woad blacking.-ty E- 5 Treated 2 x 12 with 3/8" diam. A. B. at 2' -8" o. c. E- 6 Galvanized metal flashing with metal C l 1 p5 at 21-0" O. C. — E- 8 Concrete bond beam with 2 - #4 rein- forcing cont.. E- 9 3 1/2" x 3 1/2" x 1/4" angle cont. with 3/8" diam. studs at 21-0" o. c. Butt weld splices. �J Q E-10 Cut concrete block as rea+lired to obtain proper foist bearing. E-11 3/16" x 1"- straps at 2'-8" o. c. E-18 6" x 8" galvanized cutter. ^+rE�ziOlz- ^� I•-� ✓ �'•\-ilk..-,`a ^—.� � 1.f_% \R.Z •--.�s. �—• � X81 l. 0 CONTRACTOR NOTE: New roof shall be Owens-Corning 3 ply r fiberglass built-up roof, surface to match existing root, with five (5) year" .standard warranty from roofing ' :nsteller: _installer shall be CRC Owens-Corning certified roofer. New " fiberglass and/or polyisocyanurate rigid insulation shall match existing insulation thickness. Mechanically - fasten roof insulation to roof deck as t required to meet FM requirements for I-90 wind uplift resistance.. , dEW BUILDING - r" Z UILDING_t?Z --- TRE:AfEI7 L><4 SPACER w/ Z� X411 � u�t. �RIJ�• - yr-_.�.__.- -- _ - --zz e', n. FE:f,tW,. �1 ' -- 5x8 2C 3 E.k. / c -UGIT ICAI X11 t I I E3ASE �-lo x I 11 �� �,-- - -zx GO 1t• Q!-tG., BOLTS �E 1=tNISN SdHEDULE EI F-alZ G RrX.>F A55EMc�LY' E A V 6 E LTI D E..) � i' \ E.A R WALL `iT�d. F'IE � LOL. /,-F Y_ Ir, LPJ FEL'i' F,J i) T- -� 1 -j-h^-�tcVERT. V//#3TIES 'f-dlo.C;3/ZIIX,�'/ptlx %IICONT - �. W/ 1/P," � 6Tt1D4 F I - _ II Il - _-�-- - 21-0II O.C. f�,sTEN To IZ' EX i' T. WQLL W/ 5/6i1 5Lv, - ZQ �J Q ELECTRICAL'SYMBOLS SCHEDULE SYMBOL DESCRIPTION O O LIGHT FIXTURE (NUMBER INDICATES TYPE) G FLUORESCENT LIGHT FIXTURE (NUMBER INDICATES :NO TYPE). CROSS -HATCHING INDICATES FIXTURE ON :NOTES r a ELECTRICAL'SYMBOLS SCHEDULE SYMBOL DESCRIPTION O O LIGHT FIXTURE (NUMBER INDICATES TYPE) O FLUORESCENT LIGHT FIXTURE (NUMBER INDICATES :NO TYPE). CROSS -HATCHING INDICATES FIXTURE ON :NOTES NIGHT LIGHT CIRCUIT. (NEW OR RELOCATED) O O EXIT SIGN (WALL-MOUNTED/CEILING-MOUNTED) /(s) NUMBER INDICATES TYPE) lO EMERGENCY LIGHT (NUMBER INDICATES TYPE) tea- DUPLEX RECEPTACLE: 2P, 3W, 20A, 125V I I 1 GROUNDING TYPE :1,2,4, QUADRUPLEX RXCEPT.:- TWO 2P, 3W, 20A, 125V GR. THERMOSTAT TYPE DUPLEXES Q PUSH BUTTON S / S3 SINGLE/3-WAY TOGGLE SWITCH: 20A, 120/277V SI SAFETY SWITCH (NUMBER INDICATES TYPE) I I PHOTO ELECTRIC CONTROL MOUNT):3,7 MOTOR 3/4" C. HOME RUN TO PANELBOARD: (EXAMPLE INDICATES low TWO 20A/1P CIRCUITS: 3/4" CONDUIT; 4 #10 :OR WALL :LIGHT WIRES 2 HOT, 1 N, 1 GR) CIRCUITS: ONE PER ARROWHEAD. CIRCUIT NUMBERS _ ARE SHOWN (20A/1P CIRCUIT BREAKER EACH CIRCUIT WALL :SECRTY.: UNLESS NOTED) :WTTWP 175MP-277 :METAL HALIDE:MS175/HOR CONDUIT: ONE PER HOME RUN, 1/2" UNLESS NOTED. WIRES: #12AWG WITH INSULATION PER SPECS. LA -1.3 UNLESS NOTED NEUTRALS AND GROUNDS SHOWN LONGER. COLUMN OR WAL 12" BELOW BEAMS OR BAR JOISTS 1 NOTE 7 NOTE NOTE I,_� 2.. v • �- ��� NOTE4�.• ©�%� EXIT I I I I *'NOTEI I -rN0TEIO --' NOTE 8 Li NOTE 12`NOTE S NOTE 2. APPROX. 130' TO ELECT RM. NOTE 3 TYP ELECTRICAL FLOOR PLAN KEYED ELECTRICAL NOTES 1. FURNISH AND INSTALL A 480 VOLT, 3 PHASE, 50 AMP CIRCUIT (3%4"C.. 3 d8, 1 #10 GR) AND BREAKER, AND A.600 VOLT, 3 PHASE. 3 WIRE. NEMA 3R FUSIBLE DISCONNECT SWITCH ON RTL'. FUSE PER MANUFACTURER'S INSTRUCTIONS. CONNECT TO HVAC PANEL IN ELECTRICAL ROOM OR ADD A PANEL AS NECESSARY. Z. FURNISH AND INSTALL A 20 AMP 277 VOLT CIRCUIT & BREAKER. CONNECT TO LIGHTING PANEL IN ELECTRICAL ROOM OR ADD A PANEL AS NECESSARY. 3. FURNISH AND INSTALL FIXTURES AT BOTTOM OF JOISTS. 4. CONNECT TO EXISTING EXIT SIGN CIRCUIT. 5. EXISTING SECURITY LIGHT TO BE RELOCATED. FURNISH AND INSTALL JUNCTION BOX WITH COVER. EXTEND CIRCUIT TO NEW LOCATION. 6. RELOCATED SECURITY LIGHT TO BE RECONDITIONED, RELAMPED AND INSTALLED 18" BELOW TOP OF BUILDING. 7. FURNISH AND INSTALL SECURITY LIGHT 18" BELOW TOP OF BUILDING. CONNECT TO EXISTING SECURITY LIGHT CIRCUIT. 8. EXISTING PUSHBUTTON FOR TRUCK DOCK BUZZER AND RECEPTACLE TO BE RELOCATED. FURNISH AND INSTALL JUNCTION BOX AND COVER. EXTEND CIRCUIT TO NEW LOCATION. 9. RELOCATED PUSH BUTTON FOR TRUCK DOCK BUZZER AND RECEPTACLE. INSTALL AT SAME HEIGHT AS EXISTING. 10. EXISTING COMPACTOR DISCONNECT SWITCH TO BE RELOCATED. FURNISH AND INSTALL JUNCTION BOX WITH COVER. EXTEND CIRCUIT TO NEW LOCATION. 11. RELOCATED COMPACTOR DISCONNECT SWITCH (SEE ARCHITECTURAL PLANS FOR EXACT LOCATION.) 12. EXISTING EXIT SIGN TO BE RELOCATED, FURNISH AND INSTALL JUNCTION BOX AND COVER. EXTEND CIRCUIT TO NEW LOCATION. 13. RELOCATED EXIT SIGN SHALL BE INSTALLED AT SAME HEIGHT. EXIT SIGN SHALL BE RECONDITIONED AND RELAMPED. (BEAM (3 PLCS) II II I I I i i i 24x24CD I1 2000 I I I 2 PLCS. NOTE7 I 1 IB„ RLD I i 18" # �+► 11 a B I I1 I III T I) i 48x24 RG I I o� �gis� NOTE 51� 1 Li NOTE 13-A) di " I GENERAL MECHANICAL NOTES A. MOUNT NEW THERMOSTATS OR ACCUSTATS 84" AFF OR ABOVE DOOR. AS SHCWN. S. DUCT SIZE CALL -OUTS INDICATE NET FREE AREA. C. USE ONLY SHEET METAL DUCTWORK. A FLEX CONNECTOR MAY BE USED IN CONJUNCTION WITH EACH NEW RIGID METAL DUCT BRANCH. EXCEPT ABOVE FIRE -RATED CEILING. CONNECTOR INSTALLATION SHALT. CONFORM TO GOVERNING CODES AND SHALL NOT EXCEEI• 6'-0" IN LENGTH. USE FLEX CONNECTORS ONLY IN STRAIGHT RUNS. D. COORDINATE LOCATION OF DIFFUSERS, DUCTWORK AND LIGHT FIXTURES. E. MAINTAIN EXISTING CONTROLS AND CONTROL CIRCUITRY TO EXISTING HVAC EQUIPMENT BEING REUSED WHERE DEMOLITION INTERRUPTS EXISTING CONTROL CIRCUITRY. THERMOSTATS`OR CONTROL PANELS, PROVIDE LABOR AND MATERIALS TO RELOCATE. F. INTERNALLY LINE :ALL RECTANGULAR LOW VELOCITY SHEET METAL SUPPLY AIR DUCTS WITH 1" THICK 1 1/2 LB. DENSITY GLASS FIBER LINER. INTERNALLY LINE RETURN AIR DUCTS WITH 1/2" THICK GLASS FIBER LINER. LINER SHALL MEET STANDARDS OF NFPA 90A, FLAMESPREAD 25, SMOKE DEVELOPMENT 50. G. INSULATE EXTERIOR CF ROUND METAL DUCTWORK WITH 1 112" FIDEROUS GLASS DUCTWRA?'HAVING A "C" VALUE OF .23 AND A NON-COMB'-STIBLE VAPOP.PROOF FACING. SEAL JOINTS"AND EDGES. H. FURNISH AND' -'INSTALL FIRE DAMPERS WHERE DUCT PENETRATES A FIRE -RATED CEILING. WHEN REQU I R,ED_ BY LOCAL CODES. MECHANICAL CONTRACTOR SHALL FURNISH AN_^ INSTALL U:, ISTED. IONIZATION TYPE SMOKE DETECTOR IN THE MAIN RETURN AIR DUCT TO ROOFTOP UNI':. ELECTRICAL CONTRACTOR SHALL FURNISH AND INSTALL CONTROL WIRING. MECHANICAL CONTRACTOR SHALL CONNECT AND TEST CONTROL W:RING. DETECTOR SHALL DE -ENERGIZE RT:'. DETECTOR SHALL CONFORM TO NFPA 90A AND INSTALLATION TO 727-- K. PROVIDE AND:INSTALL TWO (2) 24 VAC ENERGY MANAGEMENT SYSTEM FIELD INTERFACE RELAYS ON NEW RTU'S. ONE (1) RELAY SHALL PROVIDE ON/OFF CONTROL OF UNIT BY ENABLING OR`•DISABLING CONTROL CIRCUIT THROUGH NORMALLY OPEN CONTACTS. THE OTHER RELAY SHALL PROVIDE INDEPENDENT FAN CONTROL, WITH THERMOSTAT FEEDBACK PROTECTION-. :ALL LOAD (CONTROL) SIDE FIELD INTERFACE RELAY CONNECTIONS SHALL BE MADE BY,MECHANICAL CONTRACTOR. ENERGY MANAGEMENT CONTRACTOR SHALL PROVIDE 24 VAC TO COIL AND PROVIDE COIL CONTROL POWER CONNECTIONS. L. MECHANICAL CONTRACTOR SHALL VERIFY LOCATION OF EXISTING TEMPERATURE SENSOP. LOCATED ON'WALL AT AREA OF THE NEW ADDITION, RELOCATE TO NEW WALL TO MAINTAIN,'THE SAME OR/ENTAT:ON. ! I I ROOFTOP UNIT SCHEDULE ; 1 1 :MARK; ,UNIT I COOLING COIL !FAN I HEAT ;AIR COOLED COND.;ELEC;ACCESS: I :MANUFACTUREITOTAL ; OSA ;CFM IOUTPUT:AMBIENT(DESIGN) ; V ! I I MODEL NO. ISENSIBLEI(CFM)IESP*I NOM. I LOW AMBIENT PH I : (MBH) I : ' (KW) ; (DEGREES F) I HZ 'NOTES : )RTU : ZINK : 127.0 265 :4000: 20 I 105 ;460 I A,B,C: :RE -10-3-70 I 102.0 I :0.5": 35 : 3 : D : :1B 1. i t 1 i i 160 11,2,3: IACCESSOR'IES: ' 1 A. FULL'ROOF CURB : B. LOW ;AMBIENT KIT : C. MANUALLY ADJUSTABLE 0.S.A_ DAMPER WITH HOOD, ADJUSTABLE TO 258 ! MAXIMUM, ADJUST PER SCHEDULE : D. HEATING/COOLING THERMOSTAT WITH FAN "ON -OFF -AUTO" SWITCH. I I THERMOSTAT SHALL HAVE AUTOMATIC SWITCHING FROM "HEAT" TO "COOL", AND BE, 'PROVIDED WITH LOCKING TYPE COVER. ! 'NOTES_. 1. - COOLINIS CAPACITY BASED ON 80 DEGREES F DB/67 DEGREES F WB EVAPORATOR COIL ENTERING AIR TEMPERATURE 1 � 2. 'ELECTRI"C'"HEATER SECTION MUST BE FACTORY FURNISHED. HEATER KW ' I I RATING:IS AT 480 VOLTS, 3 PHASE, 60 HERTZ : I 3_ OTHER MANUFACTURERS WILL NOT BE ACCEPTED : ' *ESP-It._THE STATIC PRESSURE DOWNSTREAM OF THE PLENUM ' 1 , ' 1 1 i : (FOR INFORMATION OF JOHN ZINK EQUIPMENT, CONTACT MIKE ROARK AT (918)747-1371) I _ 1 MECHANICAL FLOOR PLAN 0 LIGHT FIXTURE SCHEDULE : : :<---------LAMPS---------->: ;FIXTURE: :FIX:MANUFACTURER, :VOLTS:QTY.-WATTS :ORDERING CODE:MOUNTING: :NO :CATALOG NO. TYPE :NOTES GCR2 CR2 ), T IY 1 :LITHONIA : 277 :2-60W :F96T12CW/SS :CEILING : 8' IQ :WTC 296 277 ES :FLUORESCENT :INDOOR : RETURN OR EXHAUST AIR DUCT tea- :STRIP I I 1 DIFFUSER, REGISTER, OR GRILLE CALLOUT :1,2,4, © THERMOSTAT :6,7 _ :CROUSE -HINDS : 120/:FURNISHED WITH FIXTURE WALL :EXIT : O2 :WAGR-OW : 277 :(5W) (BACK :SIGN : I I `---------------' `-----------' CRI = RTU EMS INTERFACE RELAY CONTACT MOUNT):3,7 CR2 = RTU CONTINUOUS FAN :LITHONIA : 120/:INCANDESCENT AS REQUIRED !COLUMN :EMERGY.: : O3 :WTELU-2 : 277 : :OR WALL :LIGHT 3 :7,9 _ .HI-TEK : 277 :1-175W :SYLVANIA WALL :SECRTY.: : ® :WTTWP 175MP-277 :METAL HALIDE:MS175/HOR :LIGHT : :BRONZE , 5 7 :PHOENIX 120 :1-150W :150 PAR38FL WALL :TRUCK- TRUCK-O (D :DL -300-D3 :INCANDESCENT: :DOCK _;7,8 NOTES: : 1. ALL FLUORESCENT LAMPS SHALL BE GENERAL ELECTRIC "WATT MISER", SYLVANIA "SUPER SAVER", OR WESTINGHOUSE "ECONOWATT". COLOR: COOL : WHITE. : 2. BALLASTS FOR DESIGNATED 277V FIXTURE TYPES SHALL BE UNIVERSAL #827-SLH-TC-P, JEFFERSON 4300-4798-800, OR ADVANCE #V -2E75 -S -TP. : 3. EXIT SIGN WITH INTERNAL EMERGENCY BATTERY. : 4. ON SUBMITTALS SHOW BALLAST MANUFACTURER'S NAME AND COMPLETE BALLAST CATALOG NUMBER WITH ANY OPTION NUMBERS. : 5. DESIGNATED METAL HALIDE FIXTURES SHALL HAVE LINSES THAT ARE APPROVED BY LAMP MANUFACTURER AND U.L. : 6. FOR DESIGNATED FIXTURES MOUNTED ON FINISHED CEILINGS, FURNISH TWO : LITHONIA HOOKER HANGERS OR EQUAL. HANGERS SHALL HAVE A MINIMUM OF: 1" AIRSPACE TO CEILING. : : 7. OR APPROVED EQUAL. : 8. TRUCK DOCK LIGHT; 114-3 SO CORD WITH GROUNDING TYPE ATTACHMENT PLUG AND WIRE MESH STRAIN RELIEF FITTING (KELLUMS OR EQUAL). : 9. FIXTURE SHALL NOT BE SWITCHED. COLUMN OR WAL 12" BELOW BEAMS OR BAR JOISTS 1 NOTE 7 NOTE NOTE I,_� 2.. v • �- ��� NOTE4�.• ©�%� EXIT I I I I *'NOTEI I -rN0TEIO --' NOTE 8 Li NOTE 12`NOTE S NOTE 2. APPROX. 130' TO ELECT RM. NOTE 3 TYP ELECTRICAL FLOOR PLAN KEYED ELECTRICAL NOTES 1. FURNISH AND INSTALL A 480 VOLT, 3 PHASE, 50 AMP CIRCUIT (3%4"C.. 3 d8, 1 #10 GR) AND BREAKER, AND A.600 VOLT, 3 PHASE. 3 WIRE. NEMA 3R FUSIBLE DISCONNECT SWITCH ON RTL'. FUSE PER MANUFACTURER'S INSTRUCTIONS. CONNECT TO HVAC PANEL IN ELECTRICAL ROOM OR ADD A PANEL AS NECESSARY. Z. FURNISH AND INSTALL A 20 AMP 277 VOLT CIRCUIT & BREAKER. CONNECT TO LIGHTING PANEL IN ELECTRICAL ROOM OR ADD A PANEL AS NECESSARY. 3. FURNISH AND INSTALL FIXTURES AT BOTTOM OF JOISTS. 4. CONNECT TO EXISTING EXIT SIGN CIRCUIT. 5. EXISTING SECURITY LIGHT TO BE RELOCATED. FURNISH AND INSTALL JUNCTION BOX WITH COVER. EXTEND CIRCUIT TO NEW LOCATION. 6. RELOCATED SECURITY LIGHT TO BE RECONDITIONED, RELAMPED AND INSTALLED 18" BELOW TOP OF BUILDING. 7. FURNISH AND INSTALL SECURITY LIGHT 18" BELOW TOP OF BUILDING. CONNECT TO EXISTING SECURITY LIGHT CIRCUIT. 8. EXISTING PUSHBUTTON FOR TRUCK DOCK BUZZER AND RECEPTACLE TO BE RELOCATED. FURNISH AND INSTALL JUNCTION BOX AND COVER. EXTEND CIRCUIT TO NEW LOCATION. 9. RELOCATED PUSH BUTTON FOR TRUCK DOCK BUZZER AND RECEPTACLE. INSTALL AT SAME HEIGHT AS EXISTING. 10. EXISTING COMPACTOR DISCONNECT SWITCH TO BE RELOCATED. FURNISH AND INSTALL JUNCTION BOX WITH COVER. EXTEND CIRCUIT TO NEW LOCATION. 11. RELOCATED COMPACTOR DISCONNECT SWITCH (SEE ARCHITECTURAL PLANS FOR EXACT LOCATION.) 12. EXISTING EXIT SIGN TO BE RELOCATED, FURNISH AND INSTALL JUNCTION BOX AND COVER. EXTEND CIRCUIT TO NEW LOCATION. 13. RELOCATED EXIT SIGN SHALL BE INSTALLED AT SAME HEIGHT. EXIT SIGN SHALL BE RECONDITIONED AND RELAMPED. (BEAM (3 PLCS) II II I I I i i i 24x24CD I1 2000 I I I 2 PLCS. NOTE7 I 1 IB„ RLD I i 18" # �+► 11 a B I I1 I III T I) i 48x24 RG I I o� �gis� NOTE 51� 1 Li NOTE 13-A) di " I GENERAL MECHANICAL NOTES A. MOUNT NEW THERMOSTATS OR ACCUSTATS 84" AFF OR ABOVE DOOR. AS SHCWN. S. DUCT SIZE CALL -OUTS INDICATE NET FREE AREA. C. USE ONLY SHEET METAL DUCTWORK. A FLEX CONNECTOR MAY BE USED IN CONJUNCTION WITH EACH NEW RIGID METAL DUCT BRANCH. EXCEPT ABOVE FIRE -RATED CEILING. CONNECTOR INSTALLATION SHALT. CONFORM TO GOVERNING CODES AND SHALL NOT EXCEEI• 6'-0" IN LENGTH. USE FLEX CONNECTORS ONLY IN STRAIGHT RUNS. D. COORDINATE LOCATION OF DIFFUSERS, DUCTWORK AND LIGHT FIXTURES. E. MAINTAIN EXISTING CONTROLS AND CONTROL CIRCUITRY TO EXISTING HVAC EQUIPMENT BEING REUSED WHERE DEMOLITION INTERRUPTS EXISTING CONTROL CIRCUITRY. THERMOSTATS`OR CONTROL PANELS, PROVIDE LABOR AND MATERIALS TO RELOCATE. F. INTERNALLY LINE :ALL RECTANGULAR LOW VELOCITY SHEET METAL SUPPLY AIR DUCTS WITH 1" THICK 1 1/2 LB. DENSITY GLASS FIBER LINER. INTERNALLY LINE RETURN AIR DUCTS WITH 1/2" THICK GLASS FIBER LINER. LINER SHALL MEET STANDARDS OF NFPA 90A, FLAMESPREAD 25, SMOKE DEVELOPMENT 50. G. INSULATE EXTERIOR CF ROUND METAL DUCTWORK WITH 1 112" FIDEROUS GLASS DUCTWRA?'HAVING A "C" VALUE OF .23 AND A NON-COMB'-STIBLE VAPOP.PROOF FACING. SEAL JOINTS"AND EDGES. H. FURNISH AND' -'INSTALL FIRE DAMPERS WHERE DUCT PENETRATES A FIRE -RATED CEILING. WHEN REQU I R,ED_ BY LOCAL CODES. MECHANICAL CONTRACTOR SHALL FURNISH AN_^ INSTALL U:, ISTED. IONIZATION TYPE SMOKE DETECTOR IN THE MAIN RETURN AIR DUCT TO ROOFTOP UNI':. ELECTRICAL CONTRACTOR SHALL FURNISH AND INSTALL CONTROL WIRING. MECHANICAL CONTRACTOR SHALL CONNECT AND TEST CONTROL W:RING. DETECTOR SHALL DE -ENERGIZE RT:'. DETECTOR SHALL CONFORM TO NFPA 90A AND INSTALLATION TO 727-- K. PROVIDE AND:INSTALL TWO (2) 24 VAC ENERGY MANAGEMENT SYSTEM FIELD INTERFACE RELAYS ON NEW RTU'S. ONE (1) RELAY SHALL PROVIDE ON/OFF CONTROL OF UNIT BY ENABLING OR`•DISABLING CONTROL CIRCUIT THROUGH NORMALLY OPEN CONTACTS. THE OTHER RELAY SHALL PROVIDE INDEPENDENT FAN CONTROL, WITH THERMOSTAT FEEDBACK PROTECTION-. :ALL LOAD (CONTROL) SIDE FIELD INTERFACE RELAY CONNECTIONS SHALL BE MADE BY,MECHANICAL CONTRACTOR. ENERGY MANAGEMENT CONTRACTOR SHALL PROVIDE 24 VAC TO COIL AND PROVIDE COIL CONTROL POWER CONNECTIONS. L. MECHANICAL CONTRACTOR SHALL VERIFY LOCATION OF EXISTING TEMPERATURE SENSOP. LOCATED ON'WALL AT AREA OF THE NEW ADDITION, RELOCATE TO NEW WALL TO MAINTAIN,'THE SAME OR/ENTAT:ON. ! I I ROOFTOP UNIT SCHEDULE ; 1 1 :MARK; ,UNIT I COOLING COIL !FAN I HEAT ;AIR COOLED COND.;ELEC;ACCESS: I :MANUFACTUREITOTAL ; OSA ;CFM IOUTPUT:AMBIENT(DESIGN) ; V ! I I MODEL NO. ISENSIBLEI(CFM)IESP*I NOM. I LOW AMBIENT PH I : (MBH) I : ' (KW) ; (DEGREES F) I HZ 'NOTES : )RTU : ZINK : 127.0 265 :4000: 20 I 105 ;460 I A,B,C: :RE -10-3-70 I 102.0 I :0.5": 35 : 3 : D : :1B 1. i t 1 i i 160 11,2,3: IACCESSOR'IES: ' 1 A. FULL'ROOF CURB : B. LOW ;AMBIENT KIT : C. MANUALLY ADJUSTABLE 0.S.A_ DAMPER WITH HOOD, ADJUSTABLE TO 258 ! MAXIMUM, ADJUST PER SCHEDULE : D. HEATING/COOLING THERMOSTAT WITH FAN "ON -OFF -AUTO" SWITCH. I I THERMOSTAT SHALL HAVE AUTOMATIC SWITCHING FROM "HEAT" TO "COOL", AND BE, 'PROVIDED WITH LOCKING TYPE COVER. ! 'NOTES_. 1. - COOLINIS CAPACITY BASED ON 80 DEGREES F DB/67 DEGREES F WB EVAPORATOR COIL ENTERING AIR TEMPERATURE 1 � 2. 'ELECTRI"C'"HEATER SECTION MUST BE FACTORY FURNISHED. HEATER KW ' I I RATING:IS AT 480 VOLTS, 3 PHASE, 60 HERTZ : I 3_ OTHER MANUFACTURERS WILL NOT BE ACCEPTED : ' *ESP-It._THE STATIC PRESSURE DOWNSTREAM OF THE PLENUM ' 1 , ' 1 1 i : (FOR INFORMATION OF JOHN ZINK EQUIPMENT, CONTACT MIKE ROARK AT (918)747-1371) I _ 1 MECHANICAL FLOOR PLAN 0 NOTE I 3�, NIN. COND. DRAIN PLUG f- ROOFTOP UNIT ELEC. SERVICE WITHIN CURB i-- ROOF �I 11 BEAM NOTE 2 RETURN GRILLE NOTE 3 (NOTE 4) KEYED HVAC NOTES 1. HVAC CONTRACTOR SHALL USE GALV. PIPING FOR CONDENSATE DRAIN. ROUTE TO NEAREST GUTTER AS REQUIRED BY LOCAL CODES. 2. HVAC CONTRACTOR SHALL INSTALL AND SUPPORT SUPPLY AND RETURN DROPS FROM 2 x 2 x 1/4 ANGLE WELDED TO JOIST. 3. HVAC CONTRACTOR SHALL HOLD SUPPLY DUCTWORK TIGHT TO STRUCTURE. 4. 1" HARDENED STEEL SECURITY ROD RIGIDLY WELDED TO R/A 2 x 2 x 1/4 ANGLE SUPPORT 6' O.C. SPACING. ROD TO SPAN SHORT DIMENSION OF RETURN AIR OPENING. ROOFTOP UNIT A N.T.S. A 3 RTU--- MECHANICAL SYMBOLS SCHEDULE SYMBOL DESCRIPTION G- NATURAL GAS C-- PLUG VALVE MANUAL BALANCING DAMPER GCR2 CR2 ), T IY 1 G ONAl l t• T I, HORIZONTAL DUCT TRANSITION ® SUPPLY AIR DUCT 1 I RETURN OR EXHAUST AIR DUCT tea- AIR FLOW DIRECTION I I 1 DIFFUSER, REGISTER, OR GRILLE CALLOUT I I IY2 I © THERMOSTAT ® ACCUSTAT MODEL LV120B-H1 (115 V, 0.5, -To 5.0 AMP, 30 AMP INRUSH @ 65 DEG F) rF D FIRE DAMPER NOTE I 3�, NIN. COND. DRAIN PLUG f- ROOFTOP UNIT ELEC. SERVICE WITHIN CURB i-- ROOF �I 11 BEAM NOTE 2 RETURN GRILLE NOTE 3 (NOTE 4) KEYED HVAC NOTES 1. HVAC CONTRACTOR SHALL USE GALV. PIPING FOR CONDENSATE DRAIN. ROUTE TO NEAREST GUTTER AS REQUIRED BY LOCAL CODES. 2. HVAC CONTRACTOR SHALL INSTALL AND SUPPORT SUPPLY AND RETURN DROPS FROM 2 x 2 x 1/4 ANGLE WELDED TO JOIST. 3. HVAC CONTRACTOR SHALL HOLD SUPPLY DUCTWORK TIGHT TO STRUCTURE. 4. 1" HARDENED STEEL SECURITY ROD RIGIDLY WELDED TO R/A 2 x 2 x 1/4 ANGLE SUPPORT 6' O.C. SPACING. ROD TO SPAN SHORT DIMENSION OF RETURN AIR OPENING. ROOFTOP UNIT A N.T.S. A 3 RTU--- THERMOSTAT _ -------------- I I I - - - - - - - - - - r ----------- I SYSTEM I I R CRI I IR ON/OFF AUTO 1 I AN i GCR2 CR2 ), T IY 1 G ONAl l t• T I, I I 1 I 1 I 1 Y1 I 1 i I Y1 I I I 1 I I I I IY2 I I IY2 • I I I . I I I I I WI I • 1 1 I W1 I ~ I i I I I I I 1 I W2 1 I 1 �2 I I I I I `---------------' `-----------' CRI = RTU EMS INTERFACE RELAY CONTACT CR2 = RTU CONTINUOUS FAN RELAY CONTACTS ENERGY MANAGEMENT FIELD INTERFACE RELAYS B N.T.S. 3