Loading...
HomeMy WebLinkAboutBeach Wave (2)CITY OF CAPE N DOCUMENT COVER SHEET Box #9: Beach Wave Item #4 — Construction Plans; 8801 Astronaut Blvd. Date: 3/22/2013 Total pages: 26 SEE ATTACHED SHEET UPON RETURN OF PAPER ORIGINALS FROM MCCi, add to file name: LF/CapeCanaveral/Bldg Dept /8801 Astronaut Blvd/Construction G INDEX SHEET N0. ID SHEET TITLE DI�W N M-1 H'°�'AC GENER7 NOTES, SYMBOLS A� ID SHEET TITLE_ `�, IA M-2 MECHANICaL HVAC PLAN CS - COVER SHEET M_3 MECHaNiCAL HVAC DETAILS LS-100 LIFE SAFETY PLA Z E-1 ELECTRICAL LEGEND, NOTES £t APT S-100 FOUNDATION PLAN 3 E-1.1 SITE LIGHTING /POWER PLAN S-101 ROOF FRAMING PLAN INN PLAN c, r E-1.2 SITE LIGHTING PHOTOMETRIC ANAh S-102 HIGH ROOF FRAM E_2 ELECTRICAL POWERS SYSTEMS PLAT` S-200 WALL ELEVA'11,TION FRAMING 6 S-300 GENERAL NOTES 8t DETAILS E-3 LIGHTING PLAN �t LIG.HTIN CALCUL ,� E-4 PANEL S„rr„cVULES it LOAD A-101 ARCHITECTURAL FLOOR PLAN $ E-5 RISER; DETAILStAND SORT CIRCUIT -201 EXTERIOR ELEVATIONS -NORTH &EAST °I p-1 pLt�MBING LEGEND, NOTES, SCEDU+I A ��1� I'llI'llI'll A.202 EXTERIOR ELEVATIONS - SOUTH Et WE p-2 pLUAABING SPECIFICATIONS A-301 WALL SECTIONSp.3 PLUMBING_PLANS pt4 PLUMBING SANITARY �t Vl`ATER'RISI ,5 INTIA"IM N.T.S. DRAWING INDEX ID SHEET TITLE SHEET NO. ID SHEET TITLE SHEET N0. CS ` COVER SHEET ( M-1 HVAC GENERAL NOTES SYMBOLS AND SCHEDULES V LS -100 LIFE SAFETY PLAN 1 M-2 MECHANICAL I -#VAC PLAN �Z^ W M-3 MECHANICAL HVAC DETAILS l3 S-100 FOUNDATION PLAN S-101 ROOF FRAMING PLAN 3 E-1 ELECTRICAL LEGEND, NOTES Et ABBREVIATIONS 14- S,102 HIGH ROOF FRAMING PLAN 4 E-1.1 SITE LIGHTING / POWER PLAN /S S-200 WALL ELEVATION FRAMING 5 E-1.2 SITE LIGHTING PHOTOMETRIC ANALYSIS 11� S-300 GENERAL NOTES Et DETAILS E-2 ELECTRICAL POWERS SYSTEMS PLAN 17. E-3 ' LIGHTING PLAN Et LIGHTING FIXTURE SCHEDULE A-101 ARCHITECTURAL FLOOR PLAN 7 E-4 PANEL SCHEDULES Et LOAD CALCULATIONS )q A-201 EXTERIOR ELEVATIONS - NORTH Et EAST $ E-5 RISER, DETAILS AND SHORT CIRCUIT CALCULATIONS Zo A-202 EXTERIOR ELEVATIONS - SOUTH Et WEST A-301 WALL SECTIONS ► D P-1 PLUMBING LEGEND, NOTES, SCEDULES Et DETAILS Zl P-2 PLUMBING SPECIFICATIONS 22. - P-3 PLUMBING PLANS 23 P-4 PLUMBING SANITARY Et WATER RISERS 24 > Z W Q Q p I V I LLJ V I CL � < V W REVIEWED FOR CODE COMPLIANCE City of Cape Cmaveral PERMITTED FOR CONSTRC;n 1 PERMIT No. , 2 43 REVIEWED Review orthis p an os n nze violation any local, state or federal cod . rdin.. es or statutes II { DESIGN BUILD web: maidesignbuild.com email: info@maidesignbuild.com I Date: o9-13-2011 Sheet Stale: AS SHWN �aY 1 Drawn: "" SBC Or- e� i _ Checked DTM f Approved: DTM _ I 1 Proj '#:- 2011-005 � of 24 N b F� I�. .. i • V i � N 1. , - 1 / .. _ ..- . temate to Items 4 or 4A Nom 3/4 METAL BUILDING . • _ tog AB. G s m Board - As an.a! } EXTERIOR GIRT WALL BY M r .::: P u ` is ;...;• __. � with _ _ _. .. l ... _ - -... _ _ _ .. w len h _. . -. . _...._.,.. _. _.. e".,. I miters 4Awzthgars / S . _ _.. _ _.:flock 4 ft wide installed as d , ._ .. _ St .. _ _ .. .....I �RESS DESS �E S . ! 3 A '1 % �i :.. ................. _. , E DRSS f _.:.. _ _ .. _ ... _ MANUFACTURER _._ ... _ . 1. f __. _. __ i zea ed to 1-1/4 1n. :.: , __ ..,,.: 2 _ .... _ 4 _ ., ,: f /_�, D r, , 11Z 111, T10 i r ..:•:: , ........ ., . : _,.:. . , :.:. <::. -::: _. _.. ,..__ _ .... CANADIAN GYP$Uivl CCIMPA.fiY .T e5 AIL IP AR _, O� _-_ . _. YP , J// _ F........ - es AR IP AR. 1 J . S GYPSUM CO T __ .. . UNITED STATE W!1 _ 3 A.. z ...........•.... YP GALV. MTL. STUDS AT 24 O.0 A z 3 e z 5 z V __ _... 6 X 22 GA , o• 1 A _ :.oc _:._ . :....... �. V . es Alt IP.AR - to � - - _.:...:........ _ DEC , • , - L Floor end Cellut Ronne not shown -,Channel sha t:d run :.. _ _... , _ USG 1`xcXICO 5 A _... _ .. _.:. ,. g ( ) P IDE 31/2 FIBERGLASS �: _lp cud LAYER 5/8 GYP. BD. EACH S , .1. - / L _ Vtn ! d or remixed int com n , 00 / . 5. Dint Ta a and Cem ound P > to1A _:... ......... ars 3 5 $ in. wide min l 4 In: legs; formed from min No. 25 bfSG 1 P P 3 4' }° I i 5 p • 2 .wide /- o _:.. d D ATTENUATING BATT INSULATION TO 2 ✓ . -, / I I a lied ht tU o coats to oink and screw hes s, a er tae in d - 3 D T . . w galy steel, attached to,Aoor and,ceilmg with fastenets spaced 24 3n. CIC . ,.,,,; P j p ' SOUND ! 1 ® ........ ..::..1..., .., i com ound - - all omts..As an alternate, .:" pp - � > , : embedded sn first lays of P 1 i I i / t tt1 tt t Rla ::::: .:...:. <._::. .. ABOVE CEILING M / / %� 1 2 i 2 . tlilck sum veriest Laster ma be a lied to the.:. _ _ 1 -/- 1._. _ ....._ - :, nominal 3/3 to Y P i . Q - Zfl2 Y 2 Q Y 2 Y 2 Y r r ,Steel Studs- Channel.sh$pad, 3-518 ui. wide (mm),1-I/4 in legs, qyp pp pp =entre surface of Classified veneer base5eard. )amts reutPorced. PaperI 11 - . . LADE AR 3/8 m folded back returns, formed ham nun No. 25 biSG gale steel to a and oint com ound may be ondtted•when sum boards are :I 6" X 22 GA. GALV. MTL. STUDS AT 24" O.C., W/1 - (2} 6 STEPS _ y;, aced 24 In. OC max ..:: P Y 8YP _ . aP _... EACH SIDE _ -.... su lied wzth s ogre ed es. TED GYP. BD. EA - STEPS ,,- . es q g .., LAYER 5/8" FIRED RA , 702 (2) 6 S 3. batts.and Blankets :Opftonal-1Glineral wntol ar glass 5ber bads - .-51vISG alv steel I . CO(NTCR . b. Resilient Channel (Optional FVot Shawn) g I __.. a i Istel ftllizt j 3-1/2" FIBERGLASS SOUND ATTENUATING BATT 3 O .. Y P Y - d fY . _ _ v ex 4 in. O,C flan a orhon . . A 2 : arq ll o corn stu cavi , . resilrent channels aced venc�atl m 4 , p I _ pp ;aP g - _ See Batts and Blankets (BZJZcate ory far names of Classified com antes. 12 anhead EILING. UL DESIGN . 8 P .. Attached to each mtersectm studwat V2 in•,lgftkVpe S p _ _:.- INSULATION TO 2 ABOVE C .o I ( CLEAR PATH OF EGR.E$ ibex s ra ed*- As an alt d lank t tem 3 - g _ _ 3A. F Sprayed* emote (o Batts an B e s (I } ._::: . 4 9 5 6 ., s eel scre s : -: . _ ._.. __._.-_. ___ ..::._ _..__ _ __:. S ra a lied cellulose material. e b r is a lied.wi water to ::-.. �... : U465) I . COU(- -V,i -,A - PYP Ili fiber . pp th_ 6A. Steel Framing Members (Not ShowtlJ: As an alternate to hem 3, NO JAN. CL. -_... - .. _ __ : --w win letel fill the enclosed tour in accordance wuth thea hcahon •. ::. _ - - - - r, . _....1? Y $ PP furring chanry>ts and resilient sound �olahon clip as desmbed beto�8 . . ;::I: in$truchons supplied with .the product. Nominal dry density of 3 0 � steel. 2-3/$ 1o2A .. ::: a Furring Channels = Formed of IJo. 25 MSG gal NOTE: j 1 10f Alternate a lication method• The fiber is a lied with U.S, ,. ,. _ _ . .. : d� ar to ! . Pp PP in. wide b * 719 ut.-dee�,spaced 2t ui. CIC pe en cid ; ;: D ON THE SIDE OF ALL WALLS FACING HI -LO EWG . . a. . re LLC T e AD1o0 hat melt adhesive at a nominal ratio of y PROVIDE SLAT BOAR . 3 A Z (I . ,:.._.:,. ;. G etftber ,YP _ , hones 9eeured o studs as, described in Ifem b. Ends of :, ...,. I_... .. __._...._,_ __._ _..__. __>___ . _ w MOP SINK ::::;:: H SIDES OF one art adhesive to 6.6 pails fiber tcrtom letel fill the enclosed cav" C f . .: � P P :Y ' adjoining channels axe overla ped 6 in. and lied together with. TOWARDS THE RETAIL FLOOR AREA AND ON BOT I ::;: _: I .in accordance with thelication tnstruchous supplied with the ear each end of. IL AREA. .e O - -T CO . _ __..,. .tY P PP douUle;strand of No. 18 SN GP$ah steal wrre n __.._.. ALL WALLS WITHIN THE FOOTPRINT OF THE RETA i (n (� �I :.::. zoduct. Nominal denssit of 2.5 lb/fts, .,:. els ma • be over ::::- : I r O e 7 00 1 _ .. P . dry i}y _ :.... aveela , As an alternate, ends of adjoining chane } �F�+ eh 10a? , _ - I I Y. V 8 GI�IEENFiB R L L C - Cocoon2 Stabilized pi' Cocoon RM ' 06_ from- o -::: i 18 ped 6 in. and secured together % two self ping • _ p t A / - (Fire Rated Material) .1. P 7 16 in. Lon at the'mid oint of the overla , V LLi M M M ® 1 " R in saecvs,miri / . g P P...' O / 1020 - 1 / \ tri 3I#. ttv, Sprayed : -Asan alternate. to Batts and l;lankets ((tern 3) and _. w one screw on each flan a o£ the dharutel , ..': ":' i 0 - O F-- p 2 0 x t. I r:: I ',,,,, Item 3A - S rap applied cellulgseinsulahon materixf. The fiber is - , hi _ member'.. 8 'Used to attach futile channel3 ' [ '�'� O // ® I III 1 __. ( g. . g FINISH SYMBOL _ t v��r-r- GJOMEN p ; applied with water to udenar surfaces m accordance with the apehca b. Steel Framzn I (teoCa to studs (Item 1}. Ch s spaced 48 m..00:, aid secured to p 11 Iron fnstructions supppli�ed �Nith Elie product.. Apppplfled Eo coinpletel; flll studs with 1-5/$ m.. wafer or ilex head Ty e 5 steel screw L W ~ r r b toe � 1058 the enclosed caidtY. I�izumu4ttitlr density of 4.3 pounds per cubic ft ` the canter omiriet. Furrin channels are friction fitted' -0 ROOM No. V N Ll- N N 2 Y / ATLT-tVOOL CO INC• CeIlulose Insulation L� F- t g ^, A :- am4o clips. �:: g W W Co M / \ :'Gypsum Board 5/8 in. tl>ick, 4 ft wlrle, attached to steel studs and r_ v t PAC INTtRNATIONAL I TC- Type RST f1.L. 100 T .. � z `J MEN C/1 a iloor:and. ceiling track with I tn. Fong, T e S steel sere ,as• s Aced 8 in: 'Bearing Elie LZ t sssifieafion tvlark „' N (J J . yp p _, O OC. atoag gdges of baa=d and. i2 in. CIC un the Geld of the board. )ozztts ? O O- -� 105 l W 1 oriented verticall ands ezed ori o osite•sides of the assemblp:: I O LLQ Z ® 2 B YllllllllllllllllMl� O When attached to Stem g ('resilient channels} or 6A (furring channels), , :. . O J 0 I I rn FLOOR FINISH WALL FINISH I � I O_ t k L , ,LLtJ i I wallboard is screw attached to furring channels with T in. long; Tyke S - Q N W = Q I - / I ( steel screws spaced 12 In. OC. When used in widths other than- . in•; 2 a) Q " M 0- LL a• . Q .. gypsum Panels to be installed horizontally. BASE : _ { AMERICAN GYPSUM CO- es AG C'AG1{ 1• .:: i _ _ _._._.__ ._ __----_---_-- I . -1 I . L .. II . .' L . _ THE - , . . I . : : p : : : .: ,. L,.L .,':�:L�:' .:,:L;, �.,,:_.:�L:.:­:1:..:F::..::,. ..: :.:%.­:.' .:.:..7:.L;:..I:­�: . I. ,:�.p::i' :BEIJING NEW BUILDING MA ERIALS PUBLIC I:, :L:', I-, .:,'' :.:.::,:1.:.':'::.:.:I:::::.. L .::: �::: '..:L.:­­� :.::.:.:':,::: .::. ..:�..::_L .:.::: L�.b.�:: �:::,: :.:.:: .:::L:'�' L..':. �.::�:. ':.:.,::: L''::L. :.!... ..,L..�:: ... .:.:.: 'L. ' L:': LII .L :.:II�.: ::L:-.::.� .:1', .�:.�:::_. : :.:�:.:::: .LL :.�:::.::' .:L.::-.::: UL L'.� '::.;�::-1 .. LL. .:.'. .I1'_ .::'*:�'�I . tI .:::.-.I ::::.�:,. L..!1 UL I L . . J.I - - 0 0 8 6 1I4 . O ,. -mI ,.= F_ Q . 4,-g, L 7-_ FLORIDA ACCESSIBI CODE LTD CO -Type DBX-.1 ..L L 1L: I: .:.:.:::LL:.:. .L::-' .:..:�: :BPB AMERICA INC -Types 1, EGRG, Pr6Roc Type X eco aef !.. .­�: :., L:..:­ ...:* L:::: :::.�: :: .::::; II1 I..L*- '.L:..:::::­:. ::..:L:: .:. .:L . - - - - L '7L �mI �L 4 i � 0i T Pe C: _:: •:....: ", :, : -....- FLOORS: ­:L: .-,: . - Ijr - - . - - (� _ _ _ dti L 0L_ k. _lII-i - 1 EA CLOSER I1 BFB CANADA INC- .iToRoc I e.C, ProRoc type X or ProRoc 1 - CARPET ' L.L: ,: :.L. .:,: :L., L:L '.. ,I� OOR No. . C-, I L I. Q I I I , � ,:: ::3 ; T e Abuse -Resistant : L:..:.: ­:: L :,:: ::: CANADIAN GYPSUhI cdnmANY-r ::� AR c in AR 2 -CERAMIC TILE ::' L:�::­: L" L.ILL::� .& ­..L L,.:I ,.:L, ._' <:�>E :..:.I :I - 1 EA. STOP - 1 EA. STOPS 1 . Ir._L_I, W LL :� � / . I I . I I I . � I I � � � .% , t . L . _: :: IP -XI, Il? -X2, IPC -AR, SCX, SM, .WRC o W1Z�C..•' . ..: 3 - VINYL COMP. TILE . I ,!­L:;.�.::::.L:..p L.:;......:.II L.L.. 1'::�. I I I I I - .: Zr-�p -lI IV%`F�. -4 EA. SILENCERS J U LL � :''-I':L:� .j.: .:.:.: z G P GYPSUM.CORP STJB.dF; _:: ... 4 - SHEET VINYL ". _.7. . es. ASDDD DGG :::: .::.:. L.:'':. ::� ! GEORGIA PACIFIC CORP I�p 5, _ A :::::. . . .: '.::: 5 -SEALED CONCRETE .:.: .:: L';: .: .::. ;:: ::L!. ::':: L.::': ::-" .;­.�; :: :::. :�:.L L:.: .:::.:" ,:,. LL.:.: :'':.::7: ­�', ..� ,�;:.:.: ::L�. ,.:I .:::..'.:' ,..L I . 11 I � I � I FUTU N�k I ,I. 'C_ � ' \II • - 3 PAIR BUTTS ..I DS GP.F56... - ::: :�:� L.LJ L.. II� \ . -_ - . J_L --I_ -. .I I o. JI I C :.:::'!.:.:. ::::­.:.'I: 1,'.. :- .:: .. ? LAFARGE NORTT3 A11RICA INC = Fypes iGFC2; I GFC2P, BASES: .. L ::­:::�� 9 tGFC6; LGFC6A, LG KC, LGFC-C/A..::. :: I::: L::�: L: :.�.­:LI :.' .':. :.::::. :.:.::. L::L...I ::, :;. ..­::. ..I I:: .:�,IL ::.-.:.. 1ILI '� . - 1 EA. LEVER LOCK SET DOOR TYPEHDW. � A _ . - _ o - - - - N b :. . -,.. _ _: g NATIONAL GYPSUM CO -Types FSK, F5Kfi FSK G; FS4V-C, :.: A -VINYL m ,. G, FSW, FSW 3, Fsw 5•... : . B - CERAMIC COVE /� U_ __gU_UUa<JJJ O� L L I. _ _ / 106 I - ' I 5A .. -IL - a m N T: I I I ;; PANIC HARDWARE - 1 EA. LOCK GUARDW N ­.::W.'I ::­.III: .:,L..;, ::.:�:IL:L::, _ _ _ _..L. _ _. , . I L-. . :.::: ­ ' L:: ': PnLBCO BUILDING PRODUCTS L i Ct•Lt- : C -WOOD ­ . L.. 1. .... ,�:­ IL L. ::.:..:. �:.:L-­- ­::,.::.:: :f::.L:'.: ,: ::L::: ':-:... L:::;: :.L;.. II L.:L. •• . . a' o z l I 1 ,. - z pI':.,:: :.::.:;:::':� ..::.-.:.: .:.:..�. .::.I�-:. ::L:.L.. .:.:IL'.� 1:;.I.:..L:: :..I,.. :...:,I:.*. .. � - __. �, PABCE3 E6YFSUM -iType PGC or PG9 >.;, D - NONE '.:.%.., :::L .:: 1.::.L �L­ ::* ...:..: .. L.��.. .. 1�%.:..- .-L.. :::... - 1 EA. LOCK GUARD - 1 PR. FLUSHBOLTS, INACTIVE LEAF II iL _I 1.L II Lt_ :�::� 1..:.: ..::L "..!, 1L�.,.L:': :..:.'::.1:..:: "....:'I' :. , . I . PANEL REX 5 A-=TypePRX.::: L . :: L ;WALV 1: :::: :::: ' L. �,.....I :::.. LL:�� ::: :.I. �..I ,L LI b L I L . L L - 1 EAA. CLOSER M . . . . .. . / .'�:, ­':.:..:I:, L , L .:'� -.E UL MARK OI3 PRODUCT !: ' •.::LOOK FOR TH. ' ..�-PAINTED CMU/CONCRETE . I.. .: 1� L .t� __ �'I- CORR. . iI -IIt.I - 1 EA. THRESHOLD �` i '�. . I I . I �. ..L:::.:':': _ .-_. ..:..:. ....:, _, 3 ,... : _ -: : :: .. ::.: ..::..... .... :: - ....:.. W - FULL HEIGHT CERAMIC TILE .. ......... ,. _.... ­;L.. _ . .... ....... . ­.L :... I I - o t 9% toz -1 tine . � . I I F=- _ C L�::* .': 'I!:. I::I. L.. L�I I. ...� ..:. ...:.:.:.: ..!.'._7': :I,:.... I L .. .. :.. „ L L. ,_.. ...:... .. .......... ._. .. .... - OAT L . I II I M / 4 ti t aVF 3 A z JL gII! II, � . . L . . .I I . I . I - I I /I � �I- �. � I . I � � � I ��' "' \% - r . Q a W .. - Q • - Lel _.. Y -GYPSUM OARRD,IE OXY PAINTC PAINTED ` W / . II _ . I I / (-\-1-1 Z - GYPSUM BOARD, '&Ii-. I 107c 4'-0 � . I I PROVIDE HAIIJDRAILS FOR RAMP I A CEILINGS: Z I I HI EWC 1048 PERCH. 11-4.8.5 OF THE A - SUSP. 2 X 2 ACOUST. TILE/GRID I -LO t A V 2 8 x .. FLORIDA AC ESSIBILTY CODE , B - PAINTED GYPSUM BOARD Q Q I I., I . . .L L.. I -_LI I I . I I . , JAN. CL ' . LF �II I' LI..:..- .-:F:..:'. . . � I _- ., II. IIL .. . L L _� _.. II O . .,.L L HARDWARE LEGEND .1 ,04A k. O I 3 A Z .:Ib:' I . MOP SINK / I SET Z -1 1 /2 PAIR BUTTS SET V - 1 1 /2 PAIR BUTTS SET R - 2 PAIR FLOOR AND TOP PIVOTS Q L IIII� 1I , 20 -5" 2O'-11" I:. L o ITI_ I I I.�:: - 1 EA. LEVER PASSAGE SET -1EA. LEVER LOCK SET . 1 PR. FLUSHBOLTS, INACTIVE LEAF I Q V .. I. I�, L , , , "r N - 1 EA. STOP - 1 EA. CLOSER - 1 EA. CYLINDER DEAD BOLT � ._ II I L - . I ,' JL e-- - 3 EA. SILENCERS - 1 EA. STOP = 1 EA. CLOSER I W r . /_ - .. - - I - 1 EA. FIRE GASKET SET - 1 EA. THRESHOLD i M .I I ..:. ^' . � ..� .�.:: SET Y - 1 1/2 PAIR BUTTS - 1 EA. DOOR SWEEP - 1 EA. WEATHERSTRIPPING iIIL I . � .. I_ �LL J.L �I . - 1 EA. LEVER PRIVACY SET - 1 EA. STOP f . .. I I. �. II / �-- . fl l - 1 EA. CLOSER SET U - HARDWARE AS SUPPLIED BY - 1 EA. STANDARD/CLASSIC PUSH/PULL SET IL .L I . . I I VA. UTURE -I I I I . I -. - 1 EA. STOP DOOR MANUFACTURER I z. I I V ,L ._ ,', .�..� L I.L. . I L I , I L . L) I NANT 2 ' TYP STEEL COLUMN I PROVIDE HANDRAIL FOR RAMP . . - 3 EA. SILENCERS L SET T - 3 PAIR BUTTS DOOR SYMBOL ', I 1 /8" = V-0" DOOR F± FRAME SCHEDULE NOTES : 1. DOORS SHALL BE ARRANGED TO BE OPENED READILY FROM THE EGRESS SIDE WHENEVER THE BUILDING IS OCCUPIED. 2. EXTERIOR DOORS SHALL BE PERM117ED TO HAVE KEY -OPERATED LOCKS FROM THE EGRESS SIDE, PROVIDED THAT THE FOLLOWING CRITERIA ARE MET: A. FOR BUSINESS OCCUPANCY LOCKS COMPLYING WITH 7.2.1.5.4 OF THE LATEST EDITION OF THE FLORIDA FIRE PREVENTION CODE, SHALL BE PERMITTED ONLY ON THE PRINCIPAL ENTRANCE/EXIT DOORS. . B. A READILY VISIBLE, DURABLE SIGN IN LETTERS NOT LESS THAN 1 INCH HIGH ON A CONTRASTING BACKGROUND THAT READS AS FOLLOWS IS LOCATED ON OR ADJACENT TO THE DOOR: THIS DOOR TO REMAIN UNLOCKED WHEN BUILDING IS OCCUPIED. 11 1 •: C. THE LOCKING DEVICE IS OF A TYPE THAT IS READILY DISTINGUISHABLE AS LOCKED. D. A KEY IS (MEDIATELY AVAILABLE TO ANY OCCUPANT INSIDE THE BUILDING WHEN IT IS LOCKED. 5. ALL EXTERIOR DOORS TO HAVE TAMPER PROOF HINGES. 6. PROVIDE ANCHORAGE TYPE TO SUIT WALL CONSTRUCTION. 7, PROVIDE (2) 20 GA STUDS AT JAMBS IN GYPSUM BOARD WALLS. 8, WHERE RATED DOORS ARE INDICATED, DOOR FRAME ft HARDWARE RATING TO BE EQUAL TO DOOR RATING. 10. PROVIDE 1" UNDERCUT AT INTERIOR ROOMS. 11. VERIFY WITH MANUFACTURER THE APPROPRIATE ROUGH OPENING FOR EACH DOOR TYPE. 12. HARDWARE FINISH TO MATCH EXISTING HARDWARE. 13. ALL HARDWARE COMPONENTS TO BE MANUFACTURED BY SCHLAGE OR EQUAL. 14. ALL HARDWARE COMPONENTS TO MEET CURRENT ADA AND FLORIDA ACCESSIBILITY CODE FOR BUILDING CONSTRUCTION (FACBC). ...__._ ._._._ _ _.�._ .._.___,...-._.._. MAIIIIIIIIIIIIIIIIII11111k I Aw DESIGN BUILD IIIIIIIIIIIIIIIIII web: maidesignbuild.com email: info@maidesignbuild.com Date: 09-13-2011 NSheet Scale: 1/8"=l' Drawn SBC LS - 1 ®® Checked: DTMI Approved A1001 A of Z� Proj #• -� 2011-Go5 1 -1 • PER CH. 11.4.8.5 0 _ THE SET X - 1 1/2 PAIR BUTTS - 1 EA. LEVER P �..__ _. _ ..._ . ___ . _._ .... _ ._ _ _ _ m_ . r�^1 7-_ FLORIDA ACCESSIBI CODE - - - - - - 1 EA. LEVER LOCK SET- - 1 EA. DUMMY LEVER � L. . - Ijr - - . - - (� _ _ _ dti - 1 EA CLOSER B TS, INACTI AF 1 PR. FLUSHBOLTS VE LE OOR No. I .� � . . . . . . . . © - 1 EA. STOP - 1 EA. STOPS :� � / . I I . I I I . � I I � � � .% , t . I I I - 3 EA. SILENCERS -4 EA. SILENCERS � I . 11 I � I � I FUTU N�k 1 1!2 PAIR BUTTS SET S SET WTENA - 3 PAIR BUTTS 4ro \ W '� - 1 EA. LEVER LOCK SET Wf - 1 EA. LEVER LOCK SET DOOR TYPEHDW. SET 1 , O� a m ;; PANIC HARDWARE - 1 EA. LOCK GUARDW AME TYPE I I . - z °� - 1 EA. LOCK GUARD - 1 PR. FLUSHBOLTS, INACTIVE LEAF Lt_ b 9 - 1 EA. CLOSER - 1 EAA. CLOSER . . . . .. . / .: 1� - 1 EA. STOP - 1 EA. THRESHOLD . I I . I �. I I I - 1 EA. THRESHOLD ERSTRIPPING � . I I F=- � • - 1 EA. WEATHERSTRIPPING - 1 EA: STOPS , I � . . L . . .I I . I . I - I I /I � �I- �. � I . I � � � I ��' "' \% - r . Q a W .. - Q • - Lel ... � -� -'k�. I - 4 EA. SILENCERS / (-\-1-1 1 /8" = V-0" DOOR F± FRAME SCHEDULE NOTES : 1. DOORS SHALL BE ARRANGED TO BE OPENED READILY FROM THE EGRESS SIDE WHENEVER THE BUILDING IS OCCUPIED. 2. EXTERIOR DOORS SHALL BE PERM117ED TO HAVE KEY -OPERATED LOCKS FROM THE EGRESS SIDE, PROVIDED THAT THE FOLLOWING CRITERIA ARE MET: A. FOR BUSINESS OCCUPANCY LOCKS COMPLYING WITH 7.2.1.5.4 OF THE LATEST EDITION OF THE FLORIDA FIRE PREVENTION CODE, SHALL BE PERMITTED ONLY ON THE PRINCIPAL ENTRANCE/EXIT DOORS. . B. A READILY VISIBLE, DURABLE SIGN IN LETTERS NOT LESS THAN 1 INCH HIGH ON A CONTRASTING BACKGROUND THAT READS AS FOLLOWS IS LOCATED ON OR ADJACENT TO THE DOOR: THIS DOOR TO REMAIN UNLOCKED WHEN BUILDING IS OCCUPIED. 11 1 •: C. THE LOCKING DEVICE IS OF A TYPE THAT IS READILY DISTINGUISHABLE AS LOCKED. D. A KEY IS (MEDIATELY AVAILABLE TO ANY OCCUPANT INSIDE THE BUILDING WHEN IT IS LOCKED. 5. ALL EXTERIOR DOORS TO HAVE TAMPER PROOF HINGES. 6. PROVIDE ANCHORAGE TYPE TO SUIT WALL CONSTRUCTION. 7, PROVIDE (2) 20 GA STUDS AT JAMBS IN GYPSUM BOARD WALLS. 8, WHERE RATED DOORS ARE INDICATED, DOOR FRAME ft HARDWARE RATING TO BE EQUAL TO DOOR RATING. 10. PROVIDE 1" UNDERCUT AT INTERIOR ROOMS. 11. VERIFY WITH MANUFACTURER THE APPROPRIATE ROUGH OPENING FOR EACH DOOR TYPE. 12. HARDWARE FINISH TO MATCH EXISTING HARDWARE. 13. ALL HARDWARE COMPONENTS TO BE MANUFACTURED BY SCHLAGE OR EQUAL. 14. ALL HARDWARE COMPONENTS TO MEET CURRENT ADA AND FLORIDA ACCESSIBILITY CODE FOR BUILDING CONSTRUCTION (FACBC). ...__._ ._._._ _ _.�._ .._.___,...-._.._. MAIIIIIIIIIIIIIIIIII11111k I Aw DESIGN BUILD IIIIIIIIIIIIIIIIII web: maidesignbuild.com email: info@maidesignbuild.com Date: 09-13-2011 NSheet Scale: 1/8"=l' Drawn SBC LS - 1 ®® Checked: DTMI Approved A1001 A of Z� Proj #• -� 2011-Go5 1 DRAWING INDEX ID SHEET TITLE SHEET NO. ID SHEET TITLE SHEET NO. CS COVER SHEET I M-1 HVAC GENERAL NOTES, SYMBOLS AND SCHEDULES / 1 M-2 MECHANICAL HVAC PLAN l2 w Q M-3 MECHANICAL HVAC DETAILS 13 S-100 FOUNDATION PLAN 2 CL 00 Q S-101 ROOF FRAMING PLAN 3 E-1 ELECTRICAL LEGEND, NOTES Et ABBREVIATIONS 14- 4S-102 S -102 HIGH ROOF FRAMING PLAN E-1.1 SITE LIGHTING / POWER PLAN 15 S-200 WALL ELEVATION FRAMING 5 E-1.2 SITE LIGHTING PHOTOMETRIC ANALYSIS llv S-300 GENERAL NOTES Et DETAILS (0:)�i1nn E-2 ELECTRICAL POWERS SYSTEMS PLAN 17. Ch 1.2= -- O r r-. U E-3 LIGHTING PLAN Et LIGHTING FIXTURE SCHEDULE U)LL- NN z W A-101 ARCHITECTURAL FLOOR PLAN 7 E-4 PANEL SCHEDULES Et LOAD CALCULATIONS )q A-201 EXTERIOR ELEVATIONS - NORTH Et EAST $ E-5 RISER, DETAILS AND SHORT CIRCUIT CALCULATIONS Zo _ A-202 EXTERIOR ELEVATIONS - SOUTH Et WEST q — A-301 WALL SECTIONS 10 P-1 PLUMBING LEGEND, NOTES, SCEDULES Et DETAILS Zl -- P-2 PLUMBING SPECIFICATIONS 21 --t- P-3 PLUMBING PLANS 3 P-4 PLUMBING SANITARY Et WATER RISERS Z4 f� o W N 1 O. W w Q Z Q ~ O _ CL 00 Q I �o a im 0 � �.r U r N o�cM0000 C14O (0 LLJ `� M M d 111 � (0:)�i1nn l... Ch 1.2= -- O r r-. U i LtJ U)LL- NN z W N 0=Mm .. W Q �q i i 1 oOn0 LU NM11 — -- --t --t- W W N Z W O. W w Q Z Q ~ O CL 00 Q V a im 0 �.r U r N o�cM0000 C14O (0 LLJ `� M M d (n (0:)�i1nn l... Ch 1.2= -- O r r-. U C"t LtJ U)LL- NN z W N 0=Mm .. W Q �q oOn0 LU NM11 X W .j V W w Q Z Q CL Q V W im City of Cape Cauaveml PERMITTED FOR CONSTRUCTION PERMIT leo. REVIEWED ! / Review of this p T os not au ooze vi auo any local, state or federal codes, ordinances or statts i t 114 oapu�A DESIGN BUILD web: n idesigno lld.com email: info maidesi uild.com OFFICE COPY.Date: 0913201 Sheet Scale: AS SHWN Drawn: SBC . j Checked:++ DTM Approved: DTM t 0 Proj #: 2011-005 • o � LLJ N ZLU O rq D o J O ~ N u W Q a Z Q 3::, W U U It N o U . �.. '-00 W c� M 0 r -L r -L V) 4 cl�MP,IU-11 U W N u- N N N0ccIW _ � o0O . (D Q L=u.a V � I I I W LLJ N ZLU O rq D o J O ~ N u W Q a Z Q 3::, W U U It N 0 M 00 cNOM O U . �.. '-00 W c� M 0 r -L r -L V) 4 cl�MP,IU-11 U W N u- N N N0ccIW _ . o0O . (D Q L=u.a X LLJ J O u W Q Z Q 3::, W u a u 0 0 0 0 0 0 0 . _S) ,L-0 , ?F'0 / 20 0 204, / 20 0 A 20!0 i 20 0 - - 1111111 AB 1 Aar ' A ,[ c\'''wgI 413t As/ Ari s97. � . .I Li-I I--_ —L -L=i— ± i 1 —LII -- —t, Lji • y y v 11 4 II 4 I " `I 13, {e II Sc I "1 3,11 Se1I Sel I So I I II �I I ��. —� 1 - - I y 1 1 e, II 4 I ` e, 1 " I 4 1i �i8 3'. 150 sc u Sc Sc l Sc 1 I �c I I !c I Sc I , n83 Q I II II it II 1I 1 I L 11JIIIiI IM' 1I '' Ip/ bI I7 �, I 1S. 5`� 1 sc 11' s, i ,3..I.1 I ice ' l�lI l ,, 1 k is- i nab - Ar33 I,< «L I 5,1 I =e I i. I1 s� _. I i 3, ,483 -- — (J• z "� I II I 11 li • �� f "0. II 4 I " � I " it " 11 x j I -1 I J J I., I o � s If= Sc 'II st I tb s` I� " " I L --_ s� I 6 I Z I I 11 11. I � 1 I� 1 'a I g I J II II I I J I• 3 v Z 11 ti I I I Ii I u a o AS N S�Ij Sc L S� I S� �� Sc �, �83 a 1,15= i[ • I I I I � y II 1 � 1� j 11 A i " I I 11/1814 11 4 1I J 1 11 :Z ,,, M ° 44 _ tc - Sc i sc _I fL .. sc.I is 1 sc 1 ac ; FZ M II ° At)3��� - I IAsI y ,e• I J . A81 J - 3! 1 A81 tQ8 y \.,�I3 FS F= ;A / © �M�:�a�$3 ��s=sem.m., -- . w \.�� ---- �, R• c _gg®moi A/3 3 • -�,r A53 ©,. A�i? i .. ,t33 �, mai ,s. •� 4;) DES! FOUNDATION PLAN T�VJF1 Ecty,/o0=pr lae I • 1ev,i0 Iwm:.W s-100 • .241 3ak3 a - -30•l3 � M �n Z k Z a M w .j . J CL a V w w Q Z Q Q u w CLQ ccl a w .j . J CL V w w Q Z Q Q u w CLQ ccl a a • M 151 e5JG k" P1,11- o 4 75 �xA 75 OG tK Q 8x475 Ox4 Ts Bx 4 rs vRzl� Z x4 fi5 Bx 4Ts 7 i3x 4 s , "V- I©D -d a • M o OG Q Z . web: maldesignbuild.com email: Info@maidesignbuild.com Date: 09-13-2011 Sheet EAST ELEVATION WALL FRAMING state ;�8 a;. I OFFICE CODrawn SBC S_200 /U Checked DTM' [Approved: A100 of �'f'.-i ._ i , I � � , . : I I � - � . , I . . . I I , . I . I I . . I . I ___ . - . I . � . I I . � . I � . I 4. . I I I I ...� 11 I I I � �. ; . � � . . . . I I " Z"It <30 ft.I I I . I , I . I I � I . � I I . . . • . I Z� I Ru�V Table 6-3A Design Wind Pressures Simplified PCOCedtire O NE OTES� METAL DECK 4000.00 GENERAL NOTES, MASONRY 5100.00 GENERAL NOTES, STRUCTURAL STEEL 5300.0 GE RAL N _ Enclosed Buildings� NOTE5 � I .. - . I... . . � � I . . I `Valls &Roofs . = . 1000.00 GENERAL NOTES, .. 3 .'. , CONTINUED MATERIAL AND WORKMANSHIP 05. ALL WELDING SHALL BE DONE BY QUALI- OI. ALL METAL ROOF DECK SHALL BE I I/2" ; ; Z RIALS AND WORKMANSHIP' SHALL OI. DESIGN, MA IED WELDERS AND SHALL CONFORM TO DEEP, 22 GAUGE GALVANIZED, TYPE 'B'. � DRAWING NOTES: OI, ALL MATE SHALL BE IN ACCORDANCE WITH BUILDING F Q COMPLY HIT PROJECT DRAWINGS AND CODE REQUIREMENTS FOR MASONRY THE AWS "CODE FOR ARG AND C WELD- 02. METAL ROOF DECK SHALL B CAPABLE OF • I BUILDING NT . " ;,- � ,,- � I 11 _ 1. PRE-ENGINEERED METAL LDING BE SPECIFICATIONS. STRUGTURE5 AGI-530-88/ASCE 5-88. INCA TO BUILDING CONSTRUCTION , SUPPORTING A SUPERIMPOSED DEAD LOAD 3 � , Z i 1. 2. Z PURLIN 02. THE CONTRACTOR SHALL VERIFY ALL 02. MORTAR AND GROUT SHALL BE IN ALCOR-: LATEST EDITION. OF 35 PSF AND A SUPERIMPOSED LIVE . DIMENSIONS, CONNECTIONS AND ANCHOR TM 4-fb STANDARD . • O6. ALL GONNEGTIONS SHALL BE SIMPLE � 1' LOAD OF 20 P5F WITH A MAXIMUM TOTAL i 2\ H S G . 3. METAL WALL PANEL BOLT LOCATIONS FROM EQUIPMENT MANU- DANG) WIT A _ . SPECIFICATIONS FOR MORTAR AND C .1 SHEAR CONNECTIONS WITH BOLTS IN LOAD DEFECTION OF L/360. ' 3 FAGTURERS CERTIFIED DRAWINGS AND1.1. . FOR REINFORCED MASONRY. ;'' BEARING. THE MINIMUM DESIGN LOAD _ 03, STRUCTURAL PROPERTIES OF ROOF DECK s i i I e .. L SYSTEM . 4 E l F S EXTERIOR WAL TE STEEL FABRICATORS ANCHOR BOLT ICH HAVE BEEN 03. CONCRETE MASONRY UNITS SHALL BE FOR GONNEGTION5 SHALL BE THE MAXI MINIMUM I = O.ibq INCHES 4 i �`` SETTING PLANS, WH G GRADE N, TYPE I, IN ACCORDANCE WITH MUM WEB SHEAR V = 0.4 F TwD, WHERE APPROVED BY THE ARCHITEGT/ENGINEER. 04. METAL DECK SHALL BE SECURED TO 5 CLOSURE STRIP ASTM C,IO, STANDARD SPECIFICATIONS Fy = 36 K51, D =DEPTH O BEAM, AND _ a . 03. THE CONTRACTOR. SHALL WORK 5TRUGTU,- CGOi PIN �/ . FRAMING MEMBERS A GTO THE TOGETHER WITH ARGHI- FOR HOLLOW LOAD-BEARING CONCRETE Tw =WEB THICKNESS. . RAL DRAWINGS O -f. ALL GONNEGTIONS SHALL HAVE ENLARGED. REQUIREMENTS SET FORTH BY THE S.D.I. n-8 $ X 2'W #7 REBAR AT 11"OC MA50NRY UNITS. . '/ F 6 DOTING TECTURAL, MECHANICAL, ELECTRICAL AND IVE STRENGTH OF. OR SLOTTED HOLES TO PROVIDE END STEEL DECK INSTITUTE. �/ IVIL DRAWINGS TO LOCATE DEPRE55ED 04. THE MINIMUM COMPRESS1. - TATI N A5 PER THE REQUIREMENTS OF ' CH WAY TOP AND BOTTOM C A 5 SLOPES, DRAINS, RE&LETS, BOLT 5L B -_L-- --__ _ -- -- ---- -_. - ------ --- _ - __ -.__. , ___ ---- -- -- - __� _ --- - - _ _ --- - _ _ .... .. . ... ' ., - . . , I � � , . : I I � - � . , I . . . I I , . I . I I . . I . I ___ . - . I . � . I I . � . I � . I 4. . I I I I ...� 11 I I I � �. ; . � � . . . . I I " Z"It <30 ft.I I I . I , I . I I � I . � I I . . . • . I Z� I Ru�V Table 6-3A Design Wind Pressures Simplified PCOCedtire O NE OTES� METAL DECK 4000.00 GENERAL NOTES, MASONRY 5100.00 GENERAL NOTES, STRUCTURAL STEEL 5300.0 GE RAL N _ Enclosed Buildings� NOTE5 � I .. - . I... . . � � I . . I `Valls &Roofs . = . 1000.00 GENERAL NOTES, .. 3 .'. , CONTINUED MATERIAL AND WORKMANSHIP 05. ALL WELDING SHALL BE DONE BY QUALI- OI. ALL METAL ROOF DECK SHALL BE I I/2" ; ; Z RIALS AND WORKMANSHIP' SHALL OI. DESIGN, MA IED WELDERS AND SHALL CONFORM TO DEEP, 22 GAUGE GALVANIZED, TYPE 'B'. � DRAWING NOTES: OI, ALL MATE SHALL BE IN ACCORDANCE WITH BUILDING F Q COMPLY HIT PROJECT DRAWINGS AND CODE REQUIREMENTS FOR MASONRY THE AWS "CODE FOR ARG AND C WELD- 02. METAL ROOF DECK SHALL B CAPABLE OF • I BUILDING NT . " ;,- � ,,- � I 11 _ 1. PRE-ENGINEERED METAL LDING BE SPECIFICATIONS. STRUGTURE5 AGI-530-88/ASCE 5-88. INCA TO BUILDING CONSTRUCTION , SUPPORTING A SUPERIMPOSED DEAD LOAD 3 � , Z i 1. 2. Z PURLIN 02. THE CONTRACTOR SHALL VERIFY ALL 02. MORTAR AND GROUT SHALL BE IN ALCOR-: LATEST EDITION. OF 35 PSF AND A SUPERIMPOSED LIVE . DIMENSIONS, CONNECTIONS AND ANCHOR TM 4-fb STANDARD . • O6. ALL GONNEGTIONS SHALL BE SIMPLE � 1' LOAD OF 20 P5F WITH A MAXIMUM TOTAL i 2\ H S G . 3. METAL WALL PANEL BOLT LOCATIONS FROM EQUIPMENT MANU- DANG) WIT A _ . SPECIFICATIONS FOR MORTAR AND C .1 SHEAR CONNECTIONS WITH BOLTS IN LOAD DEFECTION OF L/360. ' 3 FAGTURERS CERTIFIED DRAWINGS AND1.1. . FOR REINFORCED MASONRY. ;'' BEARING. THE MINIMUM DESIGN LOAD _ 03, STRUCTURAL PROPERTIES OF ROOF DECK s i i I e .. L SYSTEM . 4 E l F S EXTERIOR WAL TE STEEL FABRICATORS ANCHOR BOLT ICH HAVE BEEN 03. CONCRETE MASONRY UNITS SHALL BE FOR GONNEGTION5 SHALL BE THE MAXI MINIMUM I = O.ibq INCHES 4 i �`` SETTING PLANS, WH G GRADE N, TYPE I, IN ACCORDANCE WITH MUM WEB SHEAR V = 0.4 F TwD, WHERE APPROVED BY THE ARCHITEGT/ENGINEER. 04. METAL DECK SHALL BE SECURED TO 5 CLOSURE STRIP ASTM C,IO, STANDARD SPECIFICATIONS Fy = 36 K51, D =DEPTH O BEAM, AND _ a . 03. THE CONTRACTOR. SHALL WORK 5TRUGTU,- CGOi PIN �/ . FRAMING MEMBERS A GTO THE TOGETHER WITH ARGHI- FOR HOLLOW LOAD-BEARING CONCRETE Tw =WEB THICKNESS. . RAL DRAWINGS O -f. ALL GONNEGTIONS SHALL HAVE ENLARGED. REQUIREMENTS SET FORTH BY THE S.D.I. n-8 $ X 2'W #7 REBAR AT 11"OC MA50NRY UNITS. . '/ F 6 DOTING TECTURAL, MECHANICAL, ELECTRICAL AND IVE STRENGTH OF. OR SLOTTED HOLES TO PROVIDE END STEEL DECK INSTITUTE. �/ IVIL DRAWINGS TO LOCATE DEPRE55ED 04. THE MINIMUM COMPRESS1. - TATI N A5 PER THE REQUIREMENTS OF ' CH WAY TOP AND BOTTOM C A 5 SLOPES, DRAINS, RE&LETS, BOLT 5L B MASONRY UNITS AT 26 DAYS SHALL BE THE NET SECTION. � , , ',. 2000: P51 ON E RO O • . THE AISG SPECIFICATIONS, 5ECTiON : ..'... . 11 I . SETTINGS, GRADES, ETC., ANY P15CRE- . MORTAR BED AREA) WITH TYPE.M OR 5 1.15.4, AND THE LATE57 SUPPLEMENTS ' . . ED TO THE PANGIES SHALL BE GALL ATTENTION OF THE ARCHITECT/ENGiNEER MORTAR. (F'M = 1350 P51 ). ,,. AND SHALL AL50 REFLECT THE LOAD EGGENTRIGITY IN THE DESIGN OF THE 5400.00 GENERAL NOTES 'METAL STUD STEEL FRAMING BEFORE PROCEEDING WITH THE WORK. . ` ;, - :: 05. ALL VERTICAL REINFORG{NG STEEL B AR5 . IN CM WALLS OR COLUMNS SHALL BE ,.. CONNECTION. .11 . I. ALL METAL STUDS TO BE 3 -5/8" X -5/8" 1.. ADS , 0 4. DESIGN WIND LO ..:. . _. .. , . , .: REFERENCE. FLORIDA BUItDING CODE FBC 2007 .. , ::, THE CONCRETE THICKENED ' :: ANCHORED IN G A :: - , SLAB`oR FOUND ATtON WITH DOWELS. F LE 5 .. : . 08. NO CONNECTION SHALL�CON515T O 5 .. .. `" . , .. THAN N 2-3 4 DIAMETER (A325) BOLTS OR: ... A / " . DIMENSION; 20 GAUGE WITH THE • _ VERTICAL BARS ' ..;: ' DOWELS SHALL LAP WITH VE _ D DEVELOPING A MIN{MUM OF 10,000 :; . ,WEL 5 .. - FOLLOWING PROPERTIES: . - - 8 . ASCE 7 9 . ... MINIMUM F 36 BAR DIAMETERS. A Mi O . .. ".:. LBS. UNLE55 INDICATED ON THE... _ WEIGHT - .700 LBS /FT. - BASIC W IND SPEED - 130 MPH .. O6. ALL CMU REINFORCING STEEL BARS SHALL.. . , D RAWINGS. _ INCHES A' 165 5Q. - RTANCE FA CTOR 1.0 WIND I M PO1. E CONTINUOUS WITH LAP SPLICES OF AT ,. , :.: D SHALL BE MINIMUM Oq. ALL FILLET WEL 5 -,... I E BUT of I/4 UNLESS NOTED OTHERW 5 _ . MXX = 7,gg6 iN-LBS. . . . . WIND EXPOSUR E CATEGORY C LEAST 36 BAR DIAMETERS. -.. IN GMU WALLS SHALL BE .,.,, • . ..: O7. ALL OPENINGS , .. , .. , .. ; : , . NOT LE55 THAN THE A15G MINIMUM.: _ IXX - .420 IN '' 2 IN SXX 23 - -+-' PRESSURE COEF FICI E N T /_. 18 ATI 5 BAR ON • 1. REINFORCED WITH AT LEAST # I HE FABRICATOR SHALL FURNISH CHECKED ..: O T ' TO THE . . = . IYY .040 IN NTERNAL _ INTERNAL � .___- _�_ . _ _--_:_,-„-= ..._ ,. ; .. _. _ _ - - O5. RfMR�JSED GRAaGITY LOAD$, BOTTOM, EACH BAR ' . : H ID TOP, AND BO EACH SIDE, O EXTEND 2 4 PAST THE EDGE OF " . N DRAWINGS SHOP AND EREGTfO '.. ... . GENERAL CONTRACTOR) FOR REVIEW - :;.,' '. ( = 4 IN SYY .04 . ��UPE . DEAD :..- LIVE .: . SHALL . THE OPENING. THESE BAR5 SHALL BE ... ;: . PRIOR TO FABRICATING ANY STRUCTURAL 2. ALL STRUCTURAL FRAMING MEMBERS, RID INC AND STUD, J015T TRACK, B G , .. . • LOAD LOAD . AREA - p-- � B ENT AND EXTENDED TO OBTAIN THIS ' `' • ..: STEEL. . ' - RIN TUDS SHALL BE A5 NON -LOAD BEA G 5 . . . ROOF PSF. ,:. EXTENSIONS: ANCHORAGE WHERE STRAIGHT EXTENS O - Ii. SIZES OF STRUCTURAL STEEL CANNOT BE . LISTED IN THESE NOTES. .. ARE NOT POSSIBLE. :: H WN O NT HE M ESO VA RIED FRO THOS RAL MEMBERS 20 NIZE STRUCTURAL L ALVA D ' 3. AL G 41 T DO O R5 NT O E L DJA GE , ALL 5 A 08. A L 1 O N FRO M THE IN • WI T PE RM 55 'DRAW GS THOU � HAL E FO Rt ED ATER L B N RE 5 GAU GEA DG D F RN EN O CORNERS, iNDOWS O PENINGS GO , W ,. ' HI T N INEER. - ARG TEG G /E H QUIREMENTS FROM 5 TEEL THA T MEETS T E RE N RADE T'.7 BE '` � NTRATED LOADS . DESIGN NN1ND PRESSURE (PSS Location Zone Effective W'iud Basic Wind Speed V (ALPI3) Area 85 90 100 110 120 130 140 150 160 170. S - + - 1.1.. `. +l0 ':15 +10 _ $ +10 X22 +I 1 =2 +12 ;3 +14 ' S +16 +19 '6 +21 =52 10 10 13 1. 1 20 +10 -13 +10--14 +10 .-1� +10 '2i +10 +12 -3 +13 :34 +15, .. +18 - r20 ,:>Sl , 100 +10 -12 +10 ;-13 +10 : 6 +10_}213. +lCk,2 +10.>2 +lt =3 +13 , 7.+15 -;42 +17 :;;t� �.. �, + + ::. + ` + + 4 6 s 68 19 2 .: + - : + 0 - ti 11 12 .. 1 1 59 1 Z7 t , 0 1 22 10.24 10 .::30 1 .3. 5 .-$7 ,�4 _ Roof 2 20 +10-,,.19 9 +10 -22 +10 :-27 +10 ` 3 +10 =3 +12 '-4' +13 , 53: +15 x:�l +18 {9 +20. 78 l - 100 +10 .a4 +10 .16 +10 -:19 +10 .24 +10 -2 +10 $3 +11 "38 +13 ': # +1� ;,,. +17 ,56 3 10 +10 =33 +10 -37. +10 45 +10 .S5 +11 ' 6 +12, 77 +14 •-89 +16,-102 +19-'416 +21 -131 20 +10 =27 +10 -30. +10 =37 +10 45 +10 `'S 1 +12' 3 +13 t73 +1� , &1 +18 ;;96 +20 ,108 0 100 +10 '44 +10 '�16 +10 =19 +10 -24. +10 ,-2 +10 =33 +11 .y38 +13,'44 . +15 . S +17 . Sfi 11 +1 .- 4 +l5 -lb +18 - 9 +22 4 +26 -28 +30 =33 +35 :38 +40 '7 +46 =-50 +52 -S6 10 3 .1 1 4 +12,13 + ,, 4 1 .'22 23 =2 27 :=30 31 =35 36 - ::. 416 6 „5 50 13 ,1 : 16 '18 9.... .. X10 � 500 +10.-11 +11 42 +13 .=15 +16 ;=)$ +19.: 1 +23 z25 +26 -,4 +30 .- 1 +34 -38 +39_::-43 W FIs ,: + + + + + - I. +{1 - 83 -47 +40 -54 6, �2 52 . 7 + - + - 2 2 5 30 ' 1 3� n . 15 ` 9 18 =24 22 9 6 3 10 13 .'17 . 1 -'� 5 50 +12.15 +13.:-.16 +16 ,=20 +19 ;25 +23 -29 +27 =34 +31 -40 +36z 46 F41,.;.=52 +46. 59 . + + 500 +10 -11 +11 =:12 +l3 .-i5 +16 �18 +19 =21 +23 -25 +26 ..29 +30 -34. 34 :_-38 39. 43 5- N . . �_ , 0 � . • . . 41 z ._�_ _ --t-H . I 11 F j�'6' 6' X 2'W/#6 REBAR AT 11" OC, ACH WAY TOP AND BOTTOM 7. 4 -1 INCH DIAMETER A325 ALL THREAD WITH NUTS AND PLATE WASHER . - S. 6,. WIDE X 24„ LONG X /:INCH THICK PLATE . W4-1-1/16 ITH INCH HOLES 9. 5 INCH THICK SLAB ON GRADE REIN WITH . W6X6-W2.9XW2.9 WWF ON 6 MIL VAPOR BARRIER ON COMPACTED TERMITE TREATED 0 SUB -GRADE 98/0 • 3 10. 2- 4 INCH A 2 I D BET TIN . / 3 5 T E RODS, WEEN FOOTINGS, . COVER WITH MINIMUM 3 CON RETE COVER C „ „ „ . 11. H 5 X 5 X1 2 PLATE WASHER A O6. FOUNDATIONS AND SLABS O G WALLS OR UNDER LONGE !2. GUTS, HOLES AND THEIR REINFORCEMENT . ., OF ASTM A44b-72, GRADE D, MINIMUM 50 K51 - _ FOUNDED ON SOIL WITH A MINIMUM SAFE:. CONTAIN VERTICAL REINFORCING AND DE SHALL BE Metric Conversion: 1 PSF 47.9. pascals 1 SF = 0.0929 SM 1 MPH = 0,447 M/S R (REQUIRED BY OTHER TRADES) YIELD. BEARING CAPACITY OF 2000 PSF.: 2 D I N SHALL BE FILLED WITH 3000 P51 SHOWN ON THE STRUCTURAL STEEL SHOP N SHALL BE DONE Notes: , 1 -NOTCH PER METAL B IL G MANUFACTURE THE .:.' : SPECIFICATIONS U . Oy... IT 15 THE RESPONSIBILITY OF E CONCRETE. 4. FABRICATION AND EREGl10 . - sent the ne essur and a . . DRAWINGS AND SHALL BE MADE IN THE p . E IN ACCORDANCE WITH THE A.1.5.1., 1. Design wind pressures above repre t r e {sum of external intern 1 pressures) GENERAL CONTRACTOR TO PROVID FILLED CELLS ' SHOP. FIELD BURNING OF HOLES AND "SPEGIFfGATIONS FOR THE DESfGN OF GOLD a hed Hernial to all surfaces. Ocl. PROVIDE A MiNWW OF 3 . UNIFORM 2000 PSF BEARING CAPACITY u values shown efollowing UNDER ALL WF BEAM SEATS AND CONCRETE .:�.. . . GUTS IN STRUCTURAL STEEL SHALL NOT FORMED STEEL STRUCTURAL MEMBERS", PP 13 #3 TIE AT 12 INCHES ON CENTER 1 R ALL FOUNDATIONS AND SLABS. 2. Values shown are for exposure B. For other exposures, multiply alu h by the ' I. UNDE N ..- BEAM SEATS UNLE55 NOTED OTHERWI5E. :`'1 BE PERMITTED EXCEPT BY WRITTEN factor: exposure C: 1.40 and 1.6b. 14. 4- #5 TOP AND BOTTOM CO TINUOUS . - - -- . T LATEST EDITION . E ADEQUATELY. - :.. PERMISSION FROM THE ARCHITECT/ / 5. ALL FRAMING GOMPONENT5 SHALL BE GUT 3. Linear interpolation between values of tributary area is permissible. 10. ALL CMU ELEMENTS SHALL B NERAL NOTESs 501E BORINGS ' _ rP azY P . 2000.00 GE NTIL ENGINEER. UARELY OR AT AN ANGLE TO FIT SQUARELY an tin ortance factor I = 1.0. For other values of I multi 1 values shoum by I. 15 1 I NCH DEEP SAW CUT BRACED TO PROVIDE STABILITY U • . SQ 4 Values shown are for , PRIME P P Y H ENTIRE STRUCTURE IS COMPLETE AND : _ .. I3. ALL STRUCTURAL STEEL SHALL BE AGAINST ABUTTING MEMBERS. MEMBERS SHALL' . Plus and minus si s signify pressure acting toward and away from the exterior surface, respectively. ... .11- " .. T E !m ..:: 5 . . -- PAINTED WITH A MINIMUM DRY FILM s all be de ed for e and h ess s THE FOLLOWING BORINGS . . TO PREVENT DAMAGE DURING CON5TRUC ,. ? • LDFIRMLY IN POSITION' UNTIL PROPERLY . . All component and cladding elements h sign both positiv nega e pr ure . OI. 1 RI TED PANELS SHALL N N12APD PENETRATION I ESPECIALLY DUE TO BACKFILLING ... THICKNESS OF 2.0 M L5. HTENED. PREFAB GA shown in the table. SHALL BE STA TON 1. B 6 RDING To ASTM-Di586. .:: • ND 501L COMPACTION OPERATIONS. '. 14.' AFTER ERECTION, ALL STEEL SHALL BE BE SQUARE AND B 7 Notation: E AS ZZ o tv BORINGS AGGO A 11 RAGED AGAINST RACKING. o ion: o- { tYt �\ RING EQUALS 11. RTI REINFORCING SHALL BE GLEANED OF ALL RUST, LOOSE MILL SCALE 6. ATTACHMENT OF 51MILAR COMPONENTS SHALL a: 10 percent of least horizontal dimension or 0.4 h, whichever is smaller, but not less than 4;0 of `� 00 . DEPTH OF EACH f30 ALL VERTICAL . F LLOWfNG BORlNG5� 02. _ THE O CONTINUOUS THROUGH ALL WALL BEAMS - ,` AND OTHER FOREIGN MATERIAL AND SCUFFS NG, 5C, NT, least horizontal dimension or 3 ft. . LTING I h bi f h t f SHALL BE STANDARD PENETRATION AND SHALL BE ANCHORED IN BEAMS AT AND ABRASIONS SHALL BE FIELD TOUGHED -UP n BE DONE BY WELDI REW ATTAGHME 1586. ITH A RUST PROHIBITIVE PRIMER PAINT, OR BO (W RE TYING OF FRAMING ea roo eigh in eet (meters). M �-.� BORINGS, ACCORDING TO A5TM D THE TOP OF WALLS. . :,- W COMPONENTS IN 5TRUGTURAL APPLIGATiONS .. , . O.o DEPTH. OF EACH BORING EQUALS . 12. CONTINUOUS 130ND BEAMS 8" x ib" DEEP 15. TESTING OF WELDS AND BOLTS SHALL BE' . SHALL NOT. BE PERMITTED). , : , . . - 03. THE FOLLOWING BORINGS, WITH TWO #5 REBAR TOP AND TWO #5 A5 FOLLOWSi 7< TRACKS SHALL BE SECURELY ANCHORED TO 0 SHALL BE AUGER GORE BORINGS _ 3000 P51 CONCRETE SHALL BE PROVIDED CHECK 10096 OF ALL STRUCTURAL . THE FLOOR AND OVERHEAD STRUCTURE OR1. � . DEPTH OF EACH BORING EQUALS AT THE TOP OF ALL WALLS AND UNDER. STEEL, JOISTS, AND METAL DECK SQUARE . ALL FLOOR OR ROOF ELEMENTS. AND THEIR GONNEGTIONS BY VISUAL MEMBER. STUDS SHALL BE SEATED 04. THE FOLLOWING LOCATIONS, IN THE TRACK WITH THE STUD WEB AND FLANGE d - - SHALL HAVE A PERCOLATION TEST DONE .# - INSPECTION AND REVIEW OF TEST ABUTTING THE TRACK WEB PLUMBED OR I B J-- _ .1 IRDING TO FLORIDA DEPARTMENT OF 13. ALL VERIGAL REINFORCING SHALL BE 5 REPORTS OF THE FABRIGATOR'5 ALIGNED AND SECURELY ATTACHED TO THE 1p AGGO . U HEALTH STANDARD IOD -6.5; .JANUARY, BAR AT 48 O.G. (MAXIMUM SPACING) IN _7 L INTERIOR AND EXTERIOR WALLS QUALITY CONTROL TESTS. FLANGES FOR WEB OF BOTH THE UPPER ! AL o. Ig83. UNLESS NOTED OTHERWISE ON DRAWINGS - CHECK ALL BOLTS IN 1085 OF ALL AND LOWER TRACKS. , 05. MAXIMUM COLUMN ISOLATED FOOTING • CONNECTIONS 8Y THE TURN -OF -NUT 8. SPLICES IN AXIALLY LOADED STUDS SHALL ' �i ` i o i` r- AND SHALL BE INSTALLED A5 FOLLOWS + ' 0 LOAD EQUALS KIPS. METHODS. NOT BE PERMITTED. ----r 1 q PROVIDE GLEAN -OUT SPACE AT BOTTOM OF i - O6. MAXIMUM EXTERIOR WALL CONTINUOUS FIL ET WELDS FOR BEAM AND G{iZDER cl. ALL WELDS SHALL BE FILLET, PLUG, BUTT CELL TO BE REINFORCED AND Flt__# r.D C AT - L FOOTING LOAD EQUALS KIP5/FT. 3 I INFORGING STEEL DOWEL . . SHEAR CONNECTION PLATES SHALL _ OR SEAM. LOCATION OF RE /I ..� 1. V ul co r r OORDINATE t �i •�. d Z Ol. THE CONTRACTOR SHALL G IN FOUNDATIONS OR PREV10U5 CONCRETE BE CHECKED BY THE MAGNETIC, PARTICLE 10. PURLIN SYSTEM SHALL BEAR O i . TNE5E 501L BORING LOCATIONS WITH AGEMENT . . METHOD FOR 10% OF THE CONNECTIONS CONTINUOUS HEADER ABOVE STUDS.1. EXISTING -UNDERGROUND UTILITY PL )T . OUT AND FLU51 i CELL AT RANDOM. I I. ALL WALL STUDS SHALL BE ADEQUA a ELY Q • Im oo Q 0 0 LOCATIONS TO INSURE THAT NO UTILITY COMPLETELY CLEANO INTERRUPTIONS OCCUR DUE. TO 501E TO BE FILLED.- THE CONTRACTOR SHALL EMPLOY AN BRACED LATERALLY WITH ONE ROW OF1: � Lij 11-. ` SOLID, 20 GAUGE, BRIDGING AT p c • � 11 - I 4 �7 1 - I j_k x x x` .. c� LL. IN5TALL VERTICAL STEEL AND TIE TO INDEPENDENT TESTING AND INSPECTION RING OPERATIONS. ..- _ BO MID -SPAN. `� . . . DOWEL AT BOTTOM AND TIE IN PLAGE`,AT . AGENCY FOR PERPORMING ALL SHOP i� �� �__, .. 1.TESTING. 12. THE MATERIAL MAY BE OUT BY AN - / / TOP. " AND FIELD INSPECTION AND _ - - . 00 GENERAL NOTE5r CONCRETE _ PENINC4 AND FILL OXYACETYLENE TORCH OR, PREFERAL3LY BY A 3000. , . ... CLOSE GLEAN OUT O THE STRUCTURAL STEEL FABRICATOR - • - -9 .. ITH 3000 P51 CONCRETE.. LL 5GHEDULE ALL OL ALL GONGRETETYPES AND 57RENGTH SHALL W AND ERECTOR SHA RADIAL ARM SAW. THE SAW SHOULD BE FITTED WITH A i/8 THICK, HiGH SPEED (15,OGr7 TO 18,000 f BI.L E A5 FOLLOWS: 14. ALL WALLS SHALL BE REINFORCED HORI= WORK TO ALLOW THE ABOVE TESTING.. �; ti t �i b RPM RIM SPEED) CIRCULAR BLADE HiTH 300 FOUNDATIONS 3000 P51 ®28 DAYS ZONTALLY WITH q GAUGE TRUSS OR LADDER REQUIREMENTS TO BE COMPLETED. J - . LABS OVERGRADE 3000 P51 ®28 DAYS TYPE JOINT REINFORCING AT !6 ING� �t5 I6. STRUCTURAL 5TEEL FRAMES SHALL BE DE5IGNED TEETH AND 51X EXPANSION SLOTS.% 1 1� . 5 WALL PANELS 4000 P51 ® 28 DAYS O.G. ( EVERY OTHER COURSE ). TO PROVIDE A MiNiMUM LATERAL DEFLECTION OF 13. SECTIONS MAY BE FASTENED TOGETHER WITH �1 I__ --- ( �% 211 x BOLTS OR SHEET METAL SCREWS OR MAY 02. ALL REINFORCING STEEL SHALL BE DE- i5. ALL WALL OPENINGS LESS THAN 5 FEET . j 1. 50" FROM BOTTOM TO TOP OF COLUMN UNDER "J MED BARS CONFORMING TO ASTM ?.- WIDE SHALL HAVE AN 8 INCH PRECAST BE WELDED. FUSION WELDING IS GENERALLY FOR Z1 FULL DESIGN WIND LOAD. CONCRETE LINTEL REINFORCED WITH 2- USED. FOR WELDING, A DIRECT CURRENT • , - 0 �..� '� 618 GRADE 60 (F =60 K51). BARS. ARE e 17. ROOF MEMBERS SHALL BE DESIGNED TO #5, THE L{NTEL SHALL HAVE A MINIMUM LL WELDER OF 200 OR MORE AMPERE 2� MILL SCALE1.REG REMENT5 .. I�. y � � 1. TO BE FREE OF RUST, MEET THE MINIMUM UPLIFT PAINT OR OTHER COATINGS THAT WILL . BEARING LENGTH OF 8. INCHES ON EACH - CAPACITY ID RECOMMENDED. USE A HEAT OF SET FORTH IN THE 55BC, fqq� EDITION . SiDE `OF THE OPENING. 60 TO q0 AMPERES (DEPENDING ON GAGE REDUCE BOND. „ --� HELPED WIRE FABRIC SHALL BE ASTM I6. LiNTEL SIZE FOR WALL OPENINGS _ , 03. ALL WE „ " - GLA55iFIGATION E60 5 REGOMME�� D. GOL " S'I a0 . 3. i ' i® AI85. . GREATER THAN 5 FEET, 8 x i6 DEEP - . SHALL BE FORMED AND PLACED 3000 P51 CONCRETE . 04. ALL CONCRETE REINFORCEMENT5120.00 GENERAL NOTE5t PRE-ENIGINEERED/6r , O � DETAILED FABRICATED, LABELED, REINFORCED WITH TWO #5 REBAR TOP AND METAL BUILDING00 I! r� . . SUPPORTED AND SPACED IN FORMS AND TWO #5 REBAR BOTTOM, CONTINUOUS, /� . SECURED IN PLACE IN ACCORDANCE WITH THE TIED WITH #3 CLOSED STIRRUPS AT 8 2 `T -10 � 2 D . . . ` . PROCEDURES AND REQUIREMENTS- OUTLINED ON CENTER. 1. ' 6UILDING MANUFACTURER SHALL FURNISH ;j 5 j' / Q ,, 17. 3p00 P51 CONCRETE GROUT (PUMP MIX ) z � IN THE LATEST EDITION OF THE STRUCTURAL CALCULATIONS SEALED BY AN " IL iNC CODE REQUIREMENTS FOR MAY BE USED TO FILL CELLS AND SHALL Q BU D ENGINEER (LICENSED IN THE STATE WHERE. REINFORCED CONCRETE STRUCTURES", AGI BE PROPORTIONED TO HAVE A SLUMP OF THE BUILDING 15 BEING CONSTRUCTED) TO . f 6 - 6 INCES. F R APPROVAL. 10� .2 Il 1 I) W 318 LATEST EDITION.THE ARGHITECT/ENGINEER O J 05. ALL BAR SPLICES AND DOWELS SHALL LAP '`T J 19 Z . . .. . AS PER REQUIREMENTS OF AGI 318-83. . 2 SUPPORT THE - . - CONTRACTOR SHALL VERIFY (THRU THE BUILDING MANUFACTURER) THAT ALL O6. CAST IN PLACE TIE BEAMS OVER WALL �. FOOTIN65 ARE ADEQUATE TO- OPENING5 SHALL HAVE CONTINUOUS 5100.00 GENERAL NOTES] STRUCTURAL STEEL BUILDING SELECTED U51iJG THE LOADINGS - . XTENDING 36 BAR DIA- _ . M BARS E . TT V Z BOTTOM SHOWN ABOVE. METERS PAST THE EDGE OF THE OPENING" OI. ALL 5TRUCTURAL STEEL SHALL HAVE THE 3. ANY CHANGES TO INCREASE FOOTING 51ZE . 11 I ON EACH SIDE. REBAR SHALL BE ONE 11 , W SIZE LARGER THAN SHOWN IN TYPICAL FOLLOWING MINIMUM YIELD STRENGTHS, SHALL BE AT THE GONTAGTOR'S EXPENSE. UNLESS OTHER 115E NOTED ON THE 4. FOOTING 5IZE5 SHOWN ON DRAWING5 SHALL TIE BEAM SECTION. TOP BARS OVER IDRAWINGS, . WALL OPENING SHALL BE SPLICED (IF NOT BE REDUCED IN SIZE IF LOADINGS p ARY AT MID -SPAN OF OPEN{NG. ` WF SHAPES (BEAMS ASSUMED IN DE51GN ARE LARGER THAN + . NECESS ) . LAP BARS 36 BAR DIAMETERS. � AND GIRDERS) Fy =. 36 K51 _ TH05E GIVEN BY BUILDING MANUFACTURER. . 5.. BUILDING MANUFACTURER SHALL SUPPLY Ol. ALL WELDED WIRE FABRIC SHALL BE' STRUCTURAL STEEL ------ ---- _. -.- ___ TUBING Fy 46 KSI I STRUCTURAL CALCULATIONS AND PROVIDE . LAPPED TWO (2) FULL MESH PANELS AT _ - .-.... . OTHER SHAPES Fy = 36 KSI . ` ADDITIONAL OR LARGER MEMBERS TO I . SIDES AND ENDS AND 13E WIRED . TOGETHER.' 02. ALL DETAILING, FABRICATION AND SUPPORT MECHANICAL EQUIPMENT LOADS . 0 ( ERECTION SHALL CONFORM TO A150 5HOWN ON MECHANICAL EQUIPMENT. 08. CONCRETE 5LAB5 SHALL BE FINISHED - -- - THE ELEVATIONS A5 SPECIFICATIONS AND CODES, iNGLUDtNG Z ,,,�jl.. LEVEL AND TRUE TO _ GIVEN. THE SECTION ON COMMENTARY, LATEST -"" x X . . o � o IT I EDI TION. x Oq. CALCIUM CHLORIDE SHALL NOT BE USED _r�r - . -. . 03. ALL BOLTS, NUTS AND WA5HER5 SHALL '_t' . IN ANY FORM. } CONFORM TO THE REQUIREMENTS OF ASTM . 10. MINIMUM CONCRETE PROTECTION FOR A325. .7 ` 1 . REINFORCING BAR5� 04. ALL WELDING ELECTRODES SHALL BE . STRUCTURAL PART MINIMUM CLEAR EIOXX. �` - COVER ® I . FOOTING5, (CONCRETE - GA5T AGAINST AND PER- O 11 MANENTLY EXP05ED TO - � 1 .1 I . 11 .EARTH) , . 3 INCHES 1. / - _ SLABS CIN CONTACT --- - -- - 65_!�_­_­­_­___ �/ / CWITH EARTH) L- J. �V� 2 INCHES PEDESTALS (TO TIES) 2 INCHES BEAMS (TO 5TIRRUP5) 1-1/2 INCHES - n . . ll. UNLESS OTHERWISE PERMITTED OR SPEC- IFiED, THE GONGRETE SHALL BE /4 " - . . - p,�AoGR"1oN_____ ___ PROPORTIONED AND PRODUCED TO HAVE A -...-. -- - -- -- . SLUMP OF 4 INCHES OR LESS IF CON .. . .._ _-.._..-,_._ - . 50LIVATION 15 TO BE BY METH005 OTHER THAN VIBRATION.1. - . . . . I . L . M A . . . I I . . 0 : .- __ __-___rte.__._:_. _. _ . _ _.. . ._ . . -.:., c - :. . .___,_ -_ . . , - DBSIGN BUILD 1. - . ... . - . . L. 1. . - web: maidesignbuild.com .I. email: Info@maldesignbulid.com . _-._.� __. ---- •-- - . .. . L I .I. Date: oo-u-zoii Sheet . I., . OFFICE COPY scale__: _tis" -_i' . _ . , S_� , Drawn• SBC �® -- Checked DTM' Approved. Al of/I. ' . Proj #: 2011 oos `7 1 . ., ._.. . _F r a 1/8" = 1'-13- �a i�—u 0 -u 3 •ter le� 1 3/4" SOLID CORE 1 3/4" SOLID CORE 1 3/4" x 18 GA. H. M. N 2"X18 GA. HOLL. MTL., 1 x18 FRAME, PAINTED PAINTED ALUMINUM FRAME ALUMINUM FRAME ALUMINUM FRAME 1HR FIRE RATED N WOOD DOOR, PAINTED DOOR, PAINTED DOOR, PAINTED ALUMINUM FRAME HR FIRE RATED, PAINTED PAINTED - ALL EXISTING SITE CONDITIONS PRIOR TO BID SUBMITTAL. SET Y -1 1/2 PAIR BUTTS NOTIFY ARCHITECT OF ANY DISCREPANCIES. A 8, v� 47 0 Plaster - Type )1, Rated, �,,° X' eJO�t -Ty�e X'.TG� UNITi:D STATES GYPSUM CO .1xvr Alt C; F Wq It' 2. CONTRACTOR SHALL FIELD VERIFY DIMENSIONS ON PLANS WITH EXISTING INTERIOR CONDITIONS AND NOTIFY THE ARCHITECT AND OR ENGINEER OF ANY DISCREPANCIES. X IP -X1, IP X2, IPC AR, SCX, SIS , C of WRXr DOOR MANUFACTURER DOOR Ft FRAME ELEVATIONS U MEXI O 3 A D �CCV AR, C IP AR IP Xl: kP X , PC--AR,SCx or 4 c' 4A Gypsu�It Buaxd As.alternat4 to );tem 4) Norti 5/sin c& gpp c N h - 1 EA. LEVER PASSAGE SET CL citvi 1dints. o 0 n. pposite @ides of abide. Horizontal edge torn#s BM hozitontal 4. PROVIDER 19 SOUND ATTENUATING BATT rn putt an oints on o �nsite sides of studs need not be stepg.�"eyed ' backed attactiedpfa floof tort e S " IMPACT TJ�Sigli l�ld U�ib$ eazing Wall Rating —1 HR' NbnbE els sand Hauler with_l.m Tyy teei.screws spaced 8 in OC when d Iied horizontplly,. or Bin OC ' along verticalpan�ottom edges and 12 in. OC In the field when Fan' It PARTITIONSSHALLALL INSULATED W1 5. A2' / / BATT NSU ON. 3 1/ ERGLA 0 ATTENUATINGINSULATION. FIB RATED IP_X1 IP A ES GYPSUM S M CO, WRC or �uRx UNITED STATES GYPSUM CO —T "Ali C, FRX G IP AR, III -xi, IP -x21 IPC AIZ SCX SIi ;WRC WR7l WALL LEGEND - 1 EA. LEVER LOCK SET N PANIC HARDWARE -11 EA. LOCK GUARD GLASS - 1 EA. LOCK GUARD 0 4 - 1 EA. CLOSER { WC -AR, SCX, SIM WRC or - 1 EA. STOP _F r a 1/8" = 1'-13- �a i�—u 0 -u 3 •ter le� 1 3/4" SOLID CORE 1 3/4" SOLID CORE 1 3/4" x 18 GA. H. M. PR. 1 3/4" x 18 GA. H. M. ANODIZED 2"X18 GA. HOLL. MTL., 1 x18 FRAME, PAINTED PAINTED ALUMINUM FRAME ALUMINUM FRAME ALUMINUM FRAME 1HR FIRE RATED N WOOD DOOR, PAINTED DOOR, PAINTED DOOR, PAINTED ALUMINUM FRAME HR FIRE RATED, PAINTED PAINTED - ALL EXISTING SITE CONDITIONS PRIOR TO BID SUBMITTAL. SET Y -1 1/2 PAIR BUTTS NOTIFY ARCHITECT OF ANY DISCREPANCIES. A 8, v� 47 0 Plaster - Type )1, Rated, �,,° X' eJO�t -Ty�e X'.TG� UNITi:D STATES GYPSUM CO .1xvr Alt C; F Wq It' 2. CONTRACTOR SHALL FIELD VERIFY DIMENSIONS ON PLANS WITH EXISTING INTERIOR CONDITIONS AND NOTIFY THE ARCHITECT AND OR ENGINEER OF ANY DISCREPANCIES. X IP -X1, IP X2, IPC AR, SCX, SIS , C of WRXr DOOR MANUFACTURER DOOR Ft FRAME ELEVATIONS U MEXI O 3 A D �CCV AR, C IP AR IP Xl: kP X , PC--AR,SCx or 4 c' 4A Gypsu�It Buaxd As.alternat4 to );tem 4) Norti 5/sin c& gpp c SET X sum panels with beveled square or "rg edges a plietitvertically nr d l<orizontally. Velucal centered over muds enc sptaggered one stud - 1 EA. LEVER PASSAGE SET CL citvi 1dints. o 0 n. pposite @ides of abide. Horizontal edge torn#s BM hozitontal 4. PROVIDER 19 SOUND ATTENUATING BATT 1 EA. CLOSER putt an oints on o �nsite sides of studs need not be stepg.�"eyed ' backed attactiedpfa floof tort e S " INSULATION ABOVE ALL ACOUSTICAL CEILINGS. TJ�Sigli l�ld U�ib$ eazing Wall Rating —1 HR' NbnbE els sand Hauler with_l.m Tyy teei.screws spaced 8 in OC when d Iied horizontplly,. or Bin OC ' along verticalpan�ottom edges and 12 in. OC In the field when Fan' It PARTITIONSSHALLALL INSULATED W1 5. A2' / / BATT NSU ON. 3 1/ ERGLA 0 ATTENUATINGINSULATION. FIB i h IP_X1 IP A ES GYPSUM S M CO, WRC or �uRx UNITED STATES GYPSUM CO —T "Ali C, FRX G IP AR, III -xi, IP -x21 IPC AIZ SCX SIi ;WRC WR7l WALL LEGEND - 1 EA. LEVER LOCK SET o PANIC HARDWARE -11 EA. LOCK GUARD or USG MEXICO'S A DE C V —1}�pe AR,'C' IP -A13, Its }(!; ip )l2r - 1 EA. LOCK GUARD 0 4 - 1 EA. CLOSER { WC -AR, SCX, SIM WRC or - 1 EA. STOP - 1 EA. THRESHOLD IMPACT IMPACT EXTERIOR GIRT WALL BY METAL BUILDING 14 4 iv MANUFACTURER l Flodr Ceilthg Runneq,:= — Channel sun CANADIAN GYP5U1\4 �QMPANY:-Types AR II' AR. UNITEDSTATES, GYPSUM CO—T AR, IP AR, USG MEXICO 3 A DE C V Typesw- AR E7 6" X g GA. GALV. MTL. STUDS AT ((� O.C., W/1 and (not shown) shaped . . vers, 3-5/8 iii: wide (min), I:1/4 In. legs; formed from riiin No. 25 MSty 5, Joint Tape and Compound =Vinyl, dry or preauxed joint compound, 4 I galy steel, attached to floor.and.ceiling.wrth fasteners spaced 24 in. OC ap lied in two coats to. joints and screw heads; aper tape, 2,1mwide, SOUND ATTENUATING BATT INSULATION TO 2" Steel Studs - Channel shaped, 1-5/$ uri: wide (min),11)4 in: legs, RATED RATED 3/8 in. folded back returns, formed from rnm No. 25 MSG gals steel 3/8 entire surface of Classified veneer baseboard. Joints reinforced. Paper spaced 24 in. OC max.. :' : tape and joint compound may be omitted, gypsum boards are 6" X � 8 GA. GALV. MTL. STUDS AT I(* O.C., W/1 3. Batts and Blankets"— (Optional) lysis errd wool of glass finer Batts ppartially or completely RTh Studd cavity supplied with square. edges.. 6. Resilient Channel — (Optional Not Shown) 25 MSG gale steel LAYER 5/8" FIRED RATED GYP. BD. EACH SIDE, . See Batts and Blankets (BZj catego for names of Classified com anies resilient channels spaced verticall inax 24 in. OC; flange portion 3-1/2" FIBERGLASS SOUND ATTENUATING BATT 3A Sprayed* — As an altemate% Batts and BIankets ¢tem 3) — attached to each intersecting studwith1/2 in. long lyp2 S-12 panhedd INSULATION TO 2" ABOVE CEILING. (UL DESIGN .Fiber, Spray applied cellulose material The fiber Is a hed.with water to P y P� PP complete y fill the enclosed cavity in accordance with the application steel screws. 6A: Steel Framing Members (Not Sfiowt )• — As an alternate to Item 3i GLASS GLASS furring chatuiels and resilient sound isolation clip as described below. a. Furring Channels — Formed of No. ,25. MSG galy steel. 2-3/8 NOTE: fJ in• wide b 7/8 in. deep, spaced 24 in. OC pexpendicular to y studs:.Chaniiels assure to studs as described zn Item b. Ends of PROVIDE SLAT BOARD ON THE SIDE OF ALL WALLS FACING IMPACT adjoining channels are overlapped 6 in.. and tied together »lth TOWARDS THE RETAIL FLOOR AREA AND ON BOTH SIDES OF pioduct._Nominal dry density of 2.5 lb/fts. U.3' GItEFNFIBER L L C -r Cocoon2 Stalii ed or C6cobn FRM doubleatrand of No. 18 SING gely steel wire near.each end of gerlagp�' As an alternate, ends of adjoining channets niay.be orer ALL WALLS WITHIN THE FOOTPRINT OF THE RETAIL AREA. (Fire Rated Material) lapped'6 in, and secured together with two self -tapping 96 frarn In screws, 7/16 in, lon at the'mid oint of the overla —" 36. Fiber, Sprayed As an alternate to Batts and Blankets (Item 3j and Item 3A - Spray applied cellulose insulation material. The fiber is min. g g= P P� with ore screw on each flange of the channel . b. Steel Framing Member# U;ed t6 a(tacb furring clia mels " FINISH SYMBOL applied with wafer to interior surfaces in accordance with the appplira- tion instructions suppplied with the p' roduct.Applied Eo completely fill enclosed cavit}c bfinimukod,y // the density of 4.3 pounds per cubAc h. : NU -WOOL CO INC--- Cellulo Insulation through the center grommet. Furring channels are friLdbn.fitted` into a. ROOM N0, 4: Gypsum Board*— 5/8 im duck, 4 ft wide; attached to steel studd and goorand, ceiling track with 1 in. long T e S steel screws spaced 8 in y� p OC. along edges of board and.lR.ix1. OC m the field of the board. joints RATED 100 oriented veitically and staggered on opposit8.sides of tile. assemb] Y. item g When attached to (resilient channels) of 6A (furring channels), wallboard is screw attached to furring channels with I m long; Type $ iy FLOOR FINISH GLASS steel screws spaced 12 Im OC. When used in widths other tham46 , be installed BASE gypsum panels to horizontally. AMERICAN GYPSUM CO —Tvpes AG -C, AGX 1 BEIIING NEW BUILDING MATERIALS PUBLIC ? LT CO —T a DBX 1.. FINISH LEGEND BPB AMERICA INC—Types 1, EGRG; ProRoc T}Pe X, PreRoc - _F r a 1/8" = 1'-13- �a i�—u u ,k--'jC—„ » GA. HOLL. MTL. 2 - �• - SPLIT WOOD JAMB 2"x18 GA. ROLL. MTL. IMPACT RATED ANODIZED 1 3/4 SOLID CORE IMPACT RATED ANODIZED IMPACT RATED ANODIZED WOOD DOOR PAINTED 1 3/4" SOLID CORE 1 3/4" SOLID CORE 1 3/4" x 18 GA. H. M. PR. 1 3/4" x 18 GA. H. M. ANODIZED 2"X18 GA. HOLL. MTL., 1 x18 FRAME, PAINTED PAINTED ALUMINUM FRAME ALUMINUM FRAME ALUMINUM FRAME 1HR FIRE RATED WOOD DOOR, PAINTED WOOD DOOR, PAINTED DOOR, PAINTED DOOR, PAINTED ALUMINUM FRAME HR FIRE RATED, PAINTED PAINTED - ALL EXISTING SITE CONDITIONS PRIOR TO BID SUBMITTAL. SET Y -1 1/2 PAIR BUTTS NOTIFY ARCHITECT OF ANY DISCREPANCIES. A 8, v� 47 0 Plaster - Type )1, Rated, �,,° X' eJO�t -Ty�e X'.TG� UNITi:D STATES GYPSUM CO .1xvr Alt C; F Wq It' 2. CONTRACTOR SHALL FIELD VERIFY DIMENSIONS ON PLANS WITH EXISTING INTERIOR CONDITIONS AND NOTIFY THE ARCHITECT AND OR ENGINEER OF ANY DISCREPANCIES. X IP -X1, IP X2, IPC AR, SCX, SIS , C of WRXr DOOR MANUFACTURER DOOR Ft FRAME ELEVATIONS U MEXI O 3 A D �CCV AR, C IP AR IP Xl: kP X , PC--AR,SCx or 4 c' 4A Gypsu�It Buaxd As.alternat4 to );tem 4) Norti 5/sin c& gpp . ALL INTERIOR DIME E TO FACE OF STUD TRACK. 3 DIMENSIONS ARE SET X _F r a 1/8" = 1'-13- �a DOOR F± FRAME SCHEDULE NOTES : 1. DOORS SHALL BE ARRANGED TO BE OPENED READILY FROM THE EGRESS SIDE WHENEVER THE BUILDING IS OCCUPIED. 2. EXTERIOR DOORS SHALL BE PERMITTED TO HAVE KEY -OPERATED LOCKS FROM THE EGRESS SIDE, PROVIDED THAT THE FOLLOWING CRITERIA ARE MET: A. FOR BUSINESS OCCUPANCY LOCKS COMPLYING WITH 7.2.1.5.4 OF THE LATEST EDITION OF THE FLORIDA FIRE PREVENTION CODE, SHALL BE PERMITTED ONLY ON THE PRINCIPAL ENTRANCE/EXIT DOORS, B. A READILY VISIBLE, DURABLE SIGN IN LETTERS NOT LESS THAN 1 INCH HIGH ON A CONTRASTING BACKGROUND THAT READS AS FOLLOWS IS LOCATED ON OR ADJACENT TO THE DOOR: THIS DOOR TO REMAIN UNLOCKED WHEN BUILDING IS OCCUPIED. C. THE LOCKING DEVICE IS OF A TYPE THAT IS READILY DISTINGUISHABLE AS LOCKED. D. A KEY IS IMEDIATELY AVAILABLE TO ANY OCCUPANT INSIDE THE BUILDING WHEN IT IS LOCKED. 5. ALL EXTERIOR DOORS TO HAVE TAMPER PROOF HINGES. 6. PROVIDE ANCHORAGE TYPE TO SUIT WALL CONSTRUCTION. 7. PROVIDE (2) 20 GA STUDS AT JAMBS IN GYPSUM BOARD WALLS. 8. WHERE RATED DOORS ARE INDICATED, DOOR FRAME ft HARDWARE RATING TO BE EQUAL TO DOOR RATING. 10. PROVIDE 1" UNDERCUT AT INTERIOR ROOMS. 11. VERIFY WITH MANUFACTURER THE APPROPRIATE ROUGH OPENING FOR EACH DOOR TYPE. 12. HARDWARE FINISH TO MATCH EXISTING HARDWARE. 13. ALL HARDWARE COMPONENTS TO BE MANUFACTURED BY SCHLAGE OR EQUAL. 14. ALL HARDWARE COMPONENTS TO MEET CURRENT ADA AND FLORIDA ACCESSIBILITY CODE FOR BUILDING CONSTRUCTION (FACBC). - 2 PAIR FLOOR AND TOP PIVOTS - 1 PR. FLUSHBOLTS, INACTIVE LEAF - 1 EA. CYLINDER DEAD BOLT 1 EA. CLOSER - 1 EA. THRESHOLD - 1 EA. WEATHERSTRIPPING - 1 EA. STOP - 1 EA. STANDARD/CLASSIC PUSH/PULL SET DOOR SYMBOL DOOR No. 11 1 Z DOOR TYPE HDW. SET FRAME TYPE C� RCF_ Copy o HARDWARE LEGEND 2007 FIRE RMVANOF I DIRECTORY VOLUME ^l GENERAL NOTES - 1 EA. LEVER PASSAGE SET - 1 EA. LEVER LOCK SET Approved: A100 1 EA. STOP - 1 EA. CLOSER FIRE FIESI$TANGE RATINbS ANSIIUL 283 (BXUVi,-_-, FIRE RESISTAIyCE RATINGS ANSVIfL 263 {B}FUV) 983 1. GENERAL CONTRACTOR SHALL FAMILIARIZE HIMSELF WITH � SIAM GYPSUM•.iNDUSTItY (SAItA$URff CO, LT Type ALL EXISTING SITE CONDITIONS PRIOR TO BID SUBMITTAL. SET Y -1 1/2 PAIR BUTTS NOTIFY ARCHITECT OF ANY DISCREPANCIES. TEMPLE-INLAND FOREST PRODUCTS COItR a X; Veneer Base Watei " Type XIteath[ng m O N M CL LL v� 47 0 Plaster - Type )1, Rated, �,,° X' eJO�t -Ty�e X'.TG� UNITi:D STATES GYPSUM CO .1xvr Alt C; F Wq It' 2. CONTRACTOR SHALL FIELD VERIFY DIMENSIONS ON PLANS WITH EXISTING INTERIOR CONDITIONS AND NOTIFY THE ARCHITECT AND OR ENGINEER OF ANY DISCREPANCIES. X IP -X1, IP X2, IPC AR, SCX, SIS , C of WRXr DOOR MANUFACTURER U MEXI O 3 A D �CCV AR, C IP AR IP Xl: kP X , PC--AR,SCx or 4 c' 4A Gypsu�It Buaxd As.alternat4 to );tem 4) Norti 5/sin c& gpp . ALL INTERIOR DIME E TO FACE OF STUD TRACK. 3 DIMENSIONS ARE SET X sum panels with beveled square or "rg edges a plietitvertically nr d l<orizontally. Velucal centered over muds enc sptaggered one stud - 1 EA. LEVER PASSAGE SET CL citvi 1dints. o 0 n. pposite @ides of abide. Horizontal edge torn#s BM hozitontal 4. PROVIDER 19 SOUND ATTENUATING BATT 1 EA. CLOSER putt an oints on o �nsite sides of studs need not be stepg.�"eyed ' backed attactiedpfa floof tort e S " INSULATION ABOVE ALL ACOUSTICAL CEILINGS. TJ�Sigli l�ld U�ib$ eazing Wall Rating —1 HR' NbnbE els sand Hauler with_l.m Tyy teei.screws spaced 8 in OC when d Iied horizontplly,. or Bin OC ' along verticalpan�ottom edges and 12 in. OC In the field when Fan' It PARTITIONSSHALLALL INSULATED W1 5. A2' 2 3 5 ue.appp ed verb y CANADIAN GYPSUM COMPANY"— Types AR, C IF A BATT NSU ON. 3 1/ ERGLA 0 ATTENUATINGINSULATION. FIB i h IP_X1 IP A ES GYPSUM S M CO, WRC or �uRx UNITED STATES GYPSUM CO —T "Ali C, FRX G IP AR, III -xi, IP -x21 IPC AIZ SCX SIi ;WRC WR7l WALL LEGEND - 1 EA. LEVER LOCK SET W PANIC HARDWARE -11 EA. LOCK GUARD or USG MEXICO'S A DE C V —1}�pe AR,'C' IP -A13, Its }(!; ip )l2r - 1 EA. LOCK GUARD . 1 PR. FLUSHBOLTS, INACTIVE LEAF QZ - 1 EA. CLOSER { WC -AR, SCX, SIM WRC or - 1 EA. STOP - 1 EA. THRESHOLD 4B, Gypsum Board (As an.alternate to Items 4 or 4A) Nom $/4 m tla}ak 4 ft wide installed as desgibed m Item 4A sgrew length EXTERIOR GIRT WALL BY METAL BUILDING 14 4 with increased 61-1/4Im:. MANUFACTURER l Flodr Ceilthg Runneq,:= — Channel sun CANADIAN GYP5U1\4 �QMPANY:-Types AR II' AR. UNITEDSTATES, GYPSUM CO—T AR, IP AR, USG MEXICO 3 A DE C V Typesw- AR E7 6" X g GA. GALV. MTL. STUDS AT ((� O.C., W/1 and (not shown) shaped . . vers, 3-5/8 iii: wide (min), I:1/4 In. legs; formed from riiin No. 25 MSty 5, Joint Tape and Compound =Vinyl, dry or preauxed joint compound, LAY R 5/8" GYP. BD. EACH SIDE, 3-1/2' FIBERGLASS I galy steel, attached to floor.and.ceiling.wrth fasteners spaced 24 in. OC ap lied in two coats to. joints and screw heads; aper tape, 2,1mwide, SOUND ATTENUATING BATT INSULATION TO 2" Steel Studs - Channel shaped, 1-5/$ uri: wide (min),11)4 in: legs, e�edded m first layer of compound over all joints..A0 an alternate, nominal 3/32 in thick gypsum veneer pplaster may be applied to the ABOVE CEILING_ —It 3/8 in. folded back returns, formed from rnm No. 25 MSG gals steel 3/8 entire surface of Classified veneer baseboard. Joints reinforced. Paper spaced 24 in. OC max.. :' : tape and joint compound may be omitted, gypsum boards are 6" X � 8 GA. GALV. MTL. STUDS AT I(* O.C., W/1 3. Batts and Blankets"— (Optional) lysis errd wool of glass finer Batts ppartially or completely RTh Studd cavity supplied with square. edges.. 6. Resilient Channel — (Optional Not Shown) 25 MSG gale steel LAYER 5/8" FIRED RATED GYP. BD. EACH SIDE, . See Batts and Blankets (BZj catego for names of Classified com anies resilient channels spaced verticall inax 24 in. OC; flange portion 3-1/2" FIBERGLASS SOUND ATTENUATING BATT 3A Sprayed* — As an altemate% Batts and BIankets ¢tem 3) — attached to each intersecting studwith1/2 in. long lyp2 S-12 panhedd INSULATION TO 2" ABOVE CEILING. (UL DESIGN .Fiber, Spray applied cellulose material The fiber Is a hed.with water to P y P� PP complete y fill the enclosed cavity in accordance with the application steel screws. 6A: Steel Framing Members (Not Sfiowt )• — As an alternate to Item 3i NO. U465) insfruchons supphed.with.ttie piodiict Nominal dfy density of 3.0 lb/ft'. Alternate application method: The fiber is applied with US. furring chatuiels and resilient sound isolation clip as described below. a. Furring Channels — Formed of No. ,25. MSG galy steel. 2-3/8 NOTE: Greeraer LLC Type AD100 hot melt adhesive at a nominal ratio of one part adhesive to 6.6 parts fiber ta.completely fill the enclosed cav- in• wide b 7/8 in. deep, spaced 24 in. OC pexpendicular to y studs:.Chaniiels assure to studs as described zn Item b. Ends of PROVIDE SLAT BOARD ON THE SIDE OF ALL WALLS FACING "ity in accordance with the"ripplicatiou instructions supplied with the adjoining channels are overlapped 6 in.. and tied together »lth TOWARDS THE RETAIL FLOOR AREA AND ON BOTH SIDES OF pioduct._Nominal dry density of 2.5 lb/fts. U.3' GItEFNFIBER L L C -r Cocoon2 Stalii ed or C6cobn FRM doubleatrand of No. 18 SING gely steel wire near.each end of gerlagp�' As an alternate, ends of adjoining channets niay.be orer ALL WALLS WITHIN THE FOOTPRINT OF THE RETAIL AREA. (Fire Rated Material) lapped'6 in, and secured together with two self -tapping 96 frarn In screws, 7/16 in, lon at the'mid oint of the overla —" 36. Fiber, Sprayed As an alternate to Batts and Blankets (Item 3j and Item 3A - Spray applied cellulose insulation material. The fiber is min. g g= P P� with ore screw on each flange of the channel . b. Steel Framing Member# U;ed t6 a(tacb furring clia mels " FINISH SYMBOL applied with wafer to interior surfaces in accordance with the appplira- tion instructions suppplied with the p' roduct.Applied Eo completely fill enclosed cavit}c bfinimukod,y (Item a).tn studs (Item i). Clips spaced 48 in. OC and secured to studs with 1-5/8 in wafer orTex ex head Type S steel sinew the density of 4.3 pounds per cubAc h. : NU -WOOL CO INC--- Cellulo Insulation through the center grommet. Furring channels are friLdbn.fitted` into a. ROOM N0, 4: Gypsum Board*— 5/8 im duck, 4 ft wide; attached to steel studd and goorand, ceiling track with 1 in. long T e S steel screws spaced 8 in y� p OC. along edges of board and.lR.ix1. OC m the field of the board. joints )'AC INTERNATIONAL INC -Type mic ! ■ Bearing Las G)L C]assificaEion Mark 100 oriented veitically and staggered on opposit8.sides of tile. assemb] Y. item g When attached to (resilient channels) of 6A (furring channels), wallboard is screw attached to furring channels with I m long; Type $ FLOOR FINISH WALL FINISH steel screws spaced 12 Im OC. When used in widths other tham46 , be installed BASE gypsum panels to horizontally. AMERICAN GYPSUM CO —Tvpes AG -C, AGX 1 BEIIING NEW BUILDING MATERIALS PUBLIC ? LT CO —T a DBX 1.. FINISH LEGEND BPB AMERICA INC—Types 1, EGRG; ProRoc T}Pe X, PreRoc - T C, ' ri.. ype BPB CANADA INC—.PxoRoa T' pe C, ProRoc Type X or ProRoc FLOORS: e Abuse -Resistant j 1 CARPET CANADIAN GYPSUM EOMPAN)?" Types AR, E, IP;AR, 2 - CERAMIC TILE IP -X1, IP -X2, IPC -AR, SCX, %K WRC of WILD G -P GYPSUM CORE SUB OF 3 -VINYL COMP. TILE GEORGIA -PACIFIC CORP.—Types 5, S. C. DAI? DD, LSA, ]BGG,., 4 -SHEET VINYL DS, GP•.FS6. 5 - SEALED CONCRETE LAFARGE NORTH AMERICA INC. -Types LGFC2, LGFC'2A BASES: LGFC6; LGFC6A tt,FGC, LGFC-C/A . NATIONAL GYPSUM CO =Types FSY, FSK -C, FSK -G, FSW� A -VINYL FS*G, FS1N, FSW-3, FSW 5.. B -CERAMIC CO VE P.ABCO BUILDING PRODUCTS LIC, -DEA D PABCO OYI SUM —Type PG -C or. PG -9:;. , r. PANEL REx s.A—Type.PRX _ D -NONE WALLS: - LOOK FOR THE UL MARK Old PRODUCT TED CMU/CONCRETE W •FULL HEIGHT CERAMIC TILE _ X 40" HIGH CERAMIC TILE WAINSCOAT Y • GYPSUM BOARD, EPDXY PAINT Z GYPSUM BOARD, PAINTED CEILINGS: .1 A - SUSP. 2 X 2 ACOUST. TILE/GRID B - PAINTED GYPSUM BOARD DOOR F± FRAME SCHEDULE NOTES : 1. DOORS SHALL BE ARRANGED TO BE OPENED READILY FROM THE EGRESS SIDE WHENEVER THE BUILDING IS OCCUPIED. 2. EXTERIOR DOORS SHALL BE PERMITTED TO HAVE KEY -OPERATED LOCKS FROM THE EGRESS SIDE, PROVIDED THAT THE FOLLOWING CRITERIA ARE MET: A. FOR BUSINESS OCCUPANCY LOCKS COMPLYING WITH 7.2.1.5.4 OF THE LATEST EDITION OF THE FLORIDA FIRE PREVENTION CODE, SHALL BE PERMITTED ONLY ON THE PRINCIPAL ENTRANCE/EXIT DOORS, B. A READILY VISIBLE, DURABLE SIGN IN LETTERS NOT LESS THAN 1 INCH HIGH ON A CONTRASTING BACKGROUND THAT READS AS FOLLOWS IS LOCATED ON OR ADJACENT TO THE DOOR: THIS DOOR TO REMAIN UNLOCKED WHEN BUILDING IS OCCUPIED. C. THE LOCKING DEVICE IS OF A TYPE THAT IS READILY DISTINGUISHABLE AS LOCKED. D. A KEY IS IMEDIATELY AVAILABLE TO ANY OCCUPANT INSIDE THE BUILDING WHEN IT IS LOCKED. 5. ALL EXTERIOR DOORS TO HAVE TAMPER PROOF HINGES. 6. PROVIDE ANCHORAGE TYPE TO SUIT WALL CONSTRUCTION. 7. PROVIDE (2) 20 GA STUDS AT JAMBS IN GYPSUM BOARD WALLS. 8. WHERE RATED DOORS ARE INDICATED, DOOR FRAME ft HARDWARE RATING TO BE EQUAL TO DOOR RATING. 10. PROVIDE 1" UNDERCUT AT INTERIOR ROOMS. 11. VERIFY WITH MANUFACTURER THE APPROPRIATE ROUGH OPENING FOR EACH DOOR TYPE. 12. HARDWARE FINISH TO MATCH EXISTING HARDWARE. 13. ALL HARDWARE COMPONENTS TO BE MANUFACTURED BY SCHLAGE OR EQUAL. 14. ALL HARDWARE COMPONENTS TO MEET CURRENT ADA AND FLORIDA ACCESSIBILITY CODE FOR BUILDING CONSTRUCTION (FACBC). - 2 PAIR FLOOR AND TOP PIVOTS - 1 PR. FLUSHBOLTS, INACTIVE LEAF - 1 EA. CYLINDER DEAD BOLT 1 EA. CLOSER - 1 EA. THRESHOLD - 1 EA. WEATHERSTRIPPING - 1 EA. STOP - 1 EA. STANDARD/CLASSIC PUSH/PULL SET DOOR SYMBOL DOOR No. 11 1 Z DOOR TYPE HDW. SET FRAME TYPE C� RCF_ Copy o HARDWARE LEGEND SET Z -1 1/2 PAIR BUTTS SET V - 1 1/2 PAIR BUTTS SET R - 1 EA. LEVER PASSAGE SET - 1 EA. LEVER LOCK SET Approved: A100 1 EA. STOP - 1 EA. CLOSER 'L V 3 EA. SILENCERS - 1 EA. STOP � 0) - 1 EA. FIRE GASKET SET SET Y -1 1/2 PAIR BUTTS - 1 EA. DOOR SWEEP - 1 EA. LEVER PRIVACY SET m O N M CL LL v� 47 0 - 1 EA. CLOSER SET U - HARDWARE AS SUPPLIED BY X • 1 EA. STOP DOOR MANUFACTURER 3 EA. SILENCERS c' SET T - 3 PAIR BUTTS SET X -1 1/2 PAIR BUTTS - 1 EA. LEVER PASSAGE SET CL - 1 EA. LEVER LOCK SET - 1 EA. DUMMY LEVER - Q. 1 EA. CLOSER - 1 PR. FLUSHBOLTS, INACTIVE LEAF • 1 EA. STOP 1 EA. STOPS 3 EA. SILENCERS - 4 EA. SILENCERS SET W -1 1/2 PAIR BUTTS SET S 3 PAIR BUTTS - 1 EA. LEVER LOCK SET W/ - 1 EA. LEVER LOCK SET W PANIC HARDWARE -11 EA. LOCK GUARD - 1 EA. LOCK GUARD . 1 PR. FLUSHBOLTS, INACTIVE LEAF QZ - 1 EA. CLOSER 1 EA. CLOSER - 1 EA. STOP - 1 EA. THRESHOLD - 1 EA. THRESHOLD - 1 EA. WEATHERSTRIPPING - 1 EA. WEATHERSTRIPPING 1 EA. STOPS ' - 4 EA. SILENCERS DOOR F± FRAME SCHEDULE NOTES : 1. DOORS SHALL BE ARRANGED TO BE OPENED READILY FROM THE EGRESS SIDE WHENEVER THE BUILDING IS OCCUPIED. 2. EXTERIOR DOORS SHALL BE PERMITTED TO HAVE KEY -OPERATED LOCKS FROM THE EGRESS SIDE, PROVIDED THAT THE FOLLOWING CRITERIA ARE MET: A. FOR BUSINESS OCCUPANCY LOCKS COMPLYING WITH 7.2.1.5.4 OF THE LATEST EDITION OF THE FLORIDA FIRE PREVENTION CODE, SHALL BE PERMITTED ONLY ON THE PRINCIPAL ENTRANCE/EXIT DOORS, B. A READILY VISIBLE, DURABLE SIGN IN LETTERS NOT LESS THAN 1 INCH HIGH ON A CONTRASTING BACKGROUND THAT READS AS FOLLOWS IS LOCATED ON OR ADJACENT TO THE DOOR: THIS DOOR TO REMAIN UNLOCKED WHEN BUILDING IS OCCUPIED. C. THE LOCKING DEVICE IS OF A TYPE THAT IS READILY DISTINGUISHABLE AS LOCKED. D. A KEY IS IMEDIATELY AVAILABLE TO ANY OCCUPANT INSIDE THE BUILDING WHEN IT IS LOCKED. 5. ALL EXTERIOR DOORS TO HAVE TAMPER PROOF HINGES. 6. PROVIDE ANCHORAGE TYPE TO SUIT WALL CONSTRUCTION. 7. PROVIDE (2) 20 GA STUDS AT JAMBS IN GYPSUM BOARD WALLS. 8. WHERE RATED DOORS ARE INDICATED, DOOR FRAME ft HARDWARE RATING TO BE EQUAL TO DOOR RATING. 10. PROVIDE 1" UNDERCUT AT INTERIOR ROOMS. 11. VERIFY WITH MANUFACTURER THE APPROPRIATE ROUGH OPENING FOR EACH DOOR TYPE. 12. HARDWARE FINISH TO MATCH EXISTING HARDWARE. 13. ALL HARDWARE COMPONENTS TO BE MANUFACTURED BY SCHLAGE OR EQUAL. 14. ALL HARDWARE COMPONENTS TO MEET CURRENT ADA AND FLORIDA ACCESSIBILITY CODE FOR BUILDING CONSTRUCTION (FACBC). - 2 PAIR FLOOR AND TOP PIVOTS - 1 PR. FLUSHBOLTS, INACTIVE LEAF - 1 EA. CYLINDER DEAD BOLT 1 EA. CLOSER - 1 EA. THRESHOLD - 1 EA. WEATHERSTRIPPING - 1 EA. STOP - 1 EA. STANDARD/CLASSIC PUSH/PULL SET DOOR SYMBOL DOOR No. 11 1 Z DOOR TYPE HDW. SET FRAME TYPE C� RCF_ Copy o � 4 M YJ U o�w O r d- 00 O o M 00 O LLJ ``' M ch Q Approved: A100 �U U)�L-0n 'L V W �zV) � 0) - ZZc O _04 3 W� a � m O N M CL LL v� 47 0 W Q X c' Z 0 CL V... Q. V t^ J 0 00 L U L� W U_ W < QZ L a U UJ LU z � Chi Lj u U M y 00 Sheet U YJ U o�w O r d- 00 O o M 00 O LLJ ``' M ch Q Approved: A100 �U U)�L-0n 'L V W �zV) � 0) - ZZc O _04 3 W� a � m O N M CL LL v� 47 0 W Q X c' Z DESIGN BUILD web: maidesignbuild.com email: info@maidesignbuild.com Date: 09-13-2011 Sheet Scale: 1/8"=1' YJ U (� d' r- NMNOO (o O r d- 00 O o M 00 O LLJ ``' M ch Q Approved: A100 7 of 2� U)�L-0n 'L V W 1— V— r J V- �- " C14 � 0) - ZZc O _04 ixw CW LL p Z m O N M CL LL W Q X Z .J CL V... Q. J 0 00 L V W U_ W < QZ u U UJ LU Lj u U a � DESIGN BUILD web: maidesignbuild.com email: info@maidesignbuild.com Date: 09-13-2011 Sheet Scale: 1/8"=1' Drawn: SBC A-101 � � H U Checked: DT—M, Approved: A100 7 of 2� Proj #: 2011-005 V) V O�M0 N� V � u j M 1 Q U) C Nirrr Lu N N Cu N O LLJ �.. 00 4Q =O Z c CO O j� Q X W !C� J ® V) U Z p uj > Q a Q Q w V w V < W i CO i 01A DESIGN BUILD web. maidesignbuiid.com email: info@maidesignbuild.com Date: 09-13-2011:_{__,__.._.__._�.__.:___ Sheet .sc e.- 1/8"=1'� OFFICE- brawn. SBC 0 16" 32" 64" 128" Checked: DTM A-201 Approved: DTM 3/16' = 1 -D" of t 1-N 8 f C� � ^ M 3 2 W _00 WMC'r) F- Q r-� rL i 4 N r- - — - — — — EAVE_HEIGHT m F-: 1 t I O PZA W I O Q � 1L p Z om0 f "!!j Q U 0S _ A-301 A 301 - SIMILAR SIMILAR N j1 1 x Cd W :_0 129 „ N r` LL - !._ f � s a Q U ® 0. Ln i W 0 (n VpoM W 3 2 W _00 WMC'r) F- Q r-� rL (n 4 `nK--nLro- r- - — - — — — EAVE_HEIGHT m F-: 1 Q� ;Z CC Z W I O Q � 1L p Z om0 f "!!j Q U tf i i _ A-301 A 301 - SIMILAR SIMILAR N j1 1 x W :_0 129 „ i 1.L LL - !._ f � s J ® 0. Ln i W 0 W > EAVE HE M a�o - _126!G S z 1 � V W OT v -s W �V a � u j W I 0 _ . ,. ..- TOP OF PARAPET. — _ — 122' 0 z � o -. 'IT - ------ __------- - -- ------- ------ ---- ---------------- Nt --- _ - -- ----- = - ------------ �w ------------ ------------ - - -- W TOP OF OPENING 113 5 11 1 IF O (n VpoM W 00 00' M W _00 WMC'r) F- Q r-� rL (n 4 `nK--nLro- r- " m F-: 1 Q� ;Z CC Z W I O Q � 1L p Z om0 f "!!j Q U tf i i N j1 1 x W i 1.L LL - !._ f � s J ® 0. Ln i W 0 W > S z 1 � V W 1 W �V a � u j W I I DESIGN BUILD 100'-0" i web: maidesignbuild.com email: info@maidesignbuiid.com Date: 09-13-2011 Sheet Scale: 1/8"=I' i Drawn rSB�� 0 0 16" 32" 64" 128" ! Checked: DTM; r- - - _._A 3/16" = V-0" Approved: DTM; of Proj #: 2011-005 �� PREFINISHED ALUMINUM COPING CAP STRUCTURAL PARAPET AND METAL PANEL CLOSURE BY METAL BUILDING MANUFACTURER R-19 MIN. FIBERGLASS BATT INSULATION.: r-- 26 GA. PREFINISHED Q � N N Q• v N r1. TOP OF PARAPET TOPOF PARAPET _ ---------- �. (.� N 0 V10N LL c+> M M F— r I� PREFINISHED ALUMINUM 126'-O" x + L� /L. - " 126'-0" ca O Z `--w MW N 0 C v _ COPING CAP LW �LI2� • X ��j W �o � ' ® � Z u z `- q. LLJ a a >V Q STRUCTURAL PARAPET AND 00 tWJ1 A a v METAL PANEL CLOSURE BY u ,1 LLJ t� METAL BUILDING u Q _ Q u W URR E MANUFACTURER , m R-19 MIN. FIBERGLASS : INSULATION BATT UL ON 26 GA. PREFINISHED INSULATED STANDING SEAM ` , METAL ROOF BY METAL BUILDING MANUFACTURER - - - Z PURLI N ":-- '���.,._� ROOF HIGH POINT - -�} — . --- ROOF HIGH- POINT- _ 121 -0 n 121'-0" - STUCCO FINISH SYSTEM ON .DRAINAGE : -APPLIED ;: N FLUID P MEMBRANE 0 1 SLIP TRACK AT TOP 0 F _ :, MOISTURE BARRIER ON FIBERGLAS _ LOW FOR WALL TO AL • MAT GYPSUM BOARD OVER ME TAL 1 MINIMUM 1" VERTICA LBUILDING I _ METAL WALL PANEL DEFLECTIONPRE—ENGINEERED 1 l ` PREFINISHED 1 INSULATED STANDING SEAM I - METAL ROOF BY METAL R-19 MIN. FIBERGLASS I PREFINISHED ALUMINUM COPING CAP STRUCTURAL PARAPET AND METAL PANEL CLOSURE BY METAL BUILDING MANUFACTURER R-19 MIN. FIBERGLASS BATT INSULATION.: r-- 26 GA. PREFINISHED Q � N N Q• v N r1. " cn U METAL ROOF BY METAL �. (.� N 0 V10N LL c+> M M F— r I� z o p 4 x + L� /L. - 00 > I ca O Z `--w MW N 0 C v _ CV Y w LW �LI2� cl 3 •U X ��j W �o � a ® � Z u z `- N LLJ a a >V Q WALL GIRT, TYPICAL 1 1/2" 22 GA. GALV METAL STUDS AT 24" O.C. W/ 5/8" GYP BD AND SLAT WALL SYSTEM ALL - /N rplZl b R (N - PRE -ENGINEERED' -METAL BUILDING STRUCTURE BEYOND 7/8" HAT CHANNEL FURRING AT 24" O.C. W/ 3/4" INSULATION BOARD W/ 5/8" GYP. BD. AND SLAT WALL SYSTEM INSULATED STANDING SEAM, " cn U METAL ROOF BY METAL �. (.� N 0 V10N LL c+> M M F— r I� BUILDING MANUFACTURER p 4 Ul cc r r + L� /L. - 00 > I ca O Z `--w MW O U M p oC O - _ CV Y w LW �LI2� cl 3 •U X ��j W �o � ® � Z u O LLJ a a >V Q 00 tWJ1 A a v u a LLJ t� T PURLIN u WALL GIRT, TYPICAL 1 1/2" 22 GA. GALV METAL STUDS AT 24" O.C. W/ 5/8" GYP BD AND SLAT WALL SYSTEM ALL - /N rplZl b R (N - PRE -ENGINEERED' -METAL BUILDING STRUCTURE BEYOND 7/8" HAT CHANNEL FURRING AT 24" O.C. W/ 3/4" INSULATION BOARD W/ 5/8" GYP. BD. AND SLAT WALL SYSTEM . •-- - - - 5LAI WALL JTJItM PRECAST CONC. SPLASH FLOOR FINISH AS 3 FLOOR FINISH AS BLOCK DECORATIVE WAINSCOT FLOOR FINISH AS SCHEDULED OFFICE COPS o SCHEDULED SCHEDULED 4" CONC. SLAB W/ FINISH GRADE 6x6x1.4x1.4 WWM 4" CONC. SLAB W/ FINISH GRADE FINISH GRADE 4" CONC. SLAB W/ 6x6x1.4x1.4 WWM 6x6x1.4x1.4 WWM FIN. 1= LR. -a' - —r FIN. - F0LR_ . a �-0" ' 100 Ii aIIII III < — a � ;-7- - IN. �— a— a 10010-0 d IIFLR1!6 1. ir--------------------- ?d.a a Ia 6 MIL VAPOR BARRIER d a ------------- I ad / / / DESIGN N BUIL D6 MIL VAPOR BARRIER L/ L-.3 36"W x 16"D4 d 4 16I a 36nWx 16nD $r 0nWx6r0"D � a THICKENED EDGE d a d web: nai cOT dl1I 24 Wx20 D THICKENED EDGE 8r-0 Wx6r-0 D THICKENED EDGE THICKENED COLUMN SLAB FOOTING. il: info@maidenignbuild.com1I a ema dilBFOOTING. FOOTING BEYOND. REFERREFER TO SLAB FOOTING W/3#R REFER REFER MIL��PORBARRIEFOO. TO STRUCTURAL _STRUCTURALo9•�s-2o ----------------------- CONT.REINF. T&B & #3 STRUCTURAL Date: » SheetTO STRUCTURAL STIRRUPS 032" O.C, Scale: AS SHWN L------------------------------------------------------------•---� Drawn: JTHICKENED SLAB COLUMN --------- WA -301 Ln FOOTING BEYOND SEE $ FOUNDATION PLAN FOR SIZES 2 WALL SECTION 3 WALL SECTION 4 4" 8" ,6" 32" Checked: DTM n N i WALL SECTION A-301 3/4" = 1'-0" 3!4" = 1'-0" Approved: DTM 1 of 4� A-301 3/4" = 1'-0" Ar -9 H. �,,, �F A-301 3/4" = 1._0.• " cn U O O �. (.� N 0 V10N LL c+> M M F— r I� (!) p 4 Ul cc r r + L� /L. 03 W LL COMM ca O Z `--w MW _cq Q •� � p oC O - LW �LI2� X W � ® � Z u O LLJ U.J. >V Q tWJ1 a a � u a LLJ u Q Q u W m . •-- - - - 5LAI WALL JTJItM PRECAST CONC. SPLASH FLOOR FINISH AS 3 FLOOR FINISH AS BLOCK DECORATIVE WAINSCOT FLOOR FINISH AS SCHEDULED OFFICE COPS o SCHEDULED SCHEDULED 4" CONC. SLAB W/ FINISH GRADE 6x6x1.4x1.4 WWM 4" CONC. SLAB W/ FINISH GRADE FINISH GRADE 4" CONC. SLAB W/ 6x6x1.4x1.4 WWM 6x6x1.4x1.4 WWM FIN. 1= LR. -a' - —r FIN. - F0LR_ . a �-0" ' 100 Ii aIIII III < — a � ;-7- - IN. �— a— a 10010-0 d IIFLR1!6 1. ir--------------------- ?d.a a Ia 6 MIL VAPOR BARRIER d a ------------- I ad / / / DESIGN N BUIL D6 MIL VAPOR BARRIER L/ L-.3 36"W x 16"D4 d 4 16I a 36nWx 16nD $r 0nWx6r0"D � a THICKENED EDGE d a d web: nai cOT dl1I 24 Wx20 D THICKENED EDGE 8r-0 Wx6r-0 D THICKENED EDGE THICKENED COLUMN SLAB FOOTING. il: info@maidenignbuild.com1I a ema dilBFOOTING. FOOTING BEYOND. REFERREFER TO SLAB FOOTING W/3#R REFER REFER MIL��PORBARRIEFOO. TO STRUCTURAL _STRUCTURALo9•�s-2o ----------------------- CONT.REINF. T&B & #3 STRUCTURAL Date: » SheetTO STRUCTURAL STIRRUPS 032" O.C, Scale: AS SHWN L------------------------------------------------------------•---� Drawn: JTHICKENED SLAB COLUMN --------- WA -301 Ln FOOTING BEYOND SEE $ FOUNDATION PLAN FOR SIZES 2 WALL SECTION 3 WALL SECTION 4 4" 8" ,6" 32" Checked: DTM n N i WALL SECTION A-301 3/4" = 1'-0" 3!4" = 1'-0" Approved: DTM 1 of 4� A-301 3/4" = 1'-0" Ar -9 H. �,,, �F A-301 3/4" = 1._0.• GENERAL NOTES: III EnU LU MILU'HANICAL SYMBOL LEGEND DUCTWORK SYSTEM SYMBOLS SCHEDULE FOR 24"x24" CEILING SUPPLY DIFFUSER REFRIGERANT PIPING NOTES *PRIOR TO SUBMITTING A BID, THE CONTRACTOR SHALL VISIT THE JOB SITE TO THOROUGHLY FAMILIARIZE HIMSELF WITH THE EXISTING FIELD CONDITIONS AND PHYSICAL CONSTRAINTS ASSOCIATED WITH THE WORK TO BE ACCOMPLISHED UNDER THIS CONTRACT. * ALL WORK SHALL COMPLY WITH THE LATEST EDITION OF THE FOLLOWING CODES AND STANDARDS: FLORIDA MECHANICAL CODE 2007 ED, FLORIDA ENERGY CODE, NFPA-90A STANDARDS FOR THE INSTALLATION OF AIRCONDITIONING AND VENTILATING SYSTEMS, SMACNA DUCT CONSTRUCTION STANDARDS, ASHRAE 62-2004 * VERIFY FINAL LOCATIONS FOR ROUGH -INS WITH FIELD MEASUREMENTS AND WITH REQUIREMENTS OF THE ACTUAL EQUIPMENT TO BE INSTALLED. * COORDINATE THE CUTTING AND PATCHING OF BUILDING COMPONENTS TO ACCOMMODATE THE INSTALLATION OF HVAC EQUIPMENT AND MATERIALS. W a Cl� z Uj w LU > Z L w SYMBOL DESCRIPTION SYMBOL 0 NECKFLEX CONNECTION CFM RANGE FINISH REMARKS 1. REFRIGERANT PIPING SHALL BE TYPE 'K' OR "L" SOFT DRAWN COPPER TUBING WITH WROUGHT COPPER SOLDER TYPE FITTINGS SUITABLE FOR CONNECTION WITH SILVER SOLDER. 2. COOLING COIL DRIP PIPING SHALL BE TYPE "M" COPPER OR SCHEDULE 40 PVC. PROVIDE 4" DEEP TRAP. 3. PROVIDE ALL VALVES AND SPECIALTIES AS SHOWN BY THE DETAILS AND AS REQUIRED FOR A COMPLETE OPERATING REFRIGERATION SYSTEM. FOLLOWS: 4. VALVES AND SPECIALTIES SHALL BE AS A. GLOBE VALVES, FORGED BRASS, SUPPLY AIR DUCT SECTION (UP/DOWN) RETURN, OUTDOOR OR EXHAUST AIR DUCT SECTION (UP/DOWN) ®/ ® ® EOUTDOOR AIR DUCT SECTION (UP/DOWN) EXHAUST AIR DUCT SECTION UP DOWN { / ) z El RETURN, EXHAUST OR TRANSFER AIR FLOW 4 WAY BLOW CDP -1 6" 6" 0 - 125 OFF-WHITE Q O CDP -2 8" S" 126 - 225 OFF-WHITE 1� 0 CDP -3 10" 10" 226 - 400 OFF-WHITE O Q 2 WAY BLOW CDP -4 12" 12" 401 - 600 OFF-WHITE O O CDP -5 14" 14" 601 - 900 OFF-WHITE A B O Q CDP -6 16" 16' 901 - 1250 OFF-WHITE O O QUADRANT B DR NT ® MD Q-- AqAVLFLEX SUPPLY AIR FLOW MOTORIZED DAMPER SCHEDULE F 0 R 24"X24" CEILING RETURN DIFFUSER BACKSEATING TYPE 500 PSI B. CHECK VALVES, FORGED BRASS, 500 PSI * PROVIDE WEATHER PROTECTION FOR ALL EQUIPMENT AND MATERIALS STORED ON SITE. VD FD >- - SD D--- AD ® MANUAL VOLUME DAMPER FIRE DAMPER SMOKE DAMPER ACCESS DOOR FLEXIBLE DUCT CONNECTION SYMBOL 0 NECK CONNECTION CFM RANGE FINISH REMARKS 5. C. SOLENOID VALVES, FORGED BRASS, 400 PSI D. REFRIGERANT STRAINERS, BRASS, 350 PSI, 100 MESH STRAINER E. MOISTURE INDICATOR, FORGED BRASS, OPTICAL GLASS, 500 PSI F. FILTER DRYER, STEEL SHELL, REPLACEABLE FILTER DRYER REFRIGERANT PIPING JOINTS: ALL JOINTS SHALL BE MADE WITH SILVER SOLDER. THE PIPING SHALL BE CHARGED * VENTILATION DUCTWORK SHALL BE SHEET METAL AND INSTALLED IN ACCORDANCE WITH SMACNA. ALL OTHER DUCTWORK SHALL BE AS SHOWN ON THE PROJECT PLANS. DUCTWORK INSULATION SHALL COMPLY WITH THE FLORIDA ENERGY CODE. * REFER TO ELECTRICAL CEILING GRID LIGHTING PLAN FOR EXACT LOCATION OF AIR DISTRIBUTION DEVICES * PROVIDE ALL DUCT TRANSITIONS REQUIRED TO CONNECT EQUIPMENT SHOWN TO DUCT SYSTEMS. i V `N° � F o RD -1 6" s" 0 - 125 OFF-WHITE cQ 0 RD -2 8" 8" 126 - 225 OFF-WHITE0 Q Q Z RD -3 10" 10" 22s -400 OFF-WHITE Q Fort Pierce Engineering, Inc. Dependable Mechanical, Electrical & Plumbing Design RD -4 12" 12" 401 - 600 OFF-WHITEcO RD --5 14' 14" 601 - 900 OFF-WHITE O ELBOW WITH TURNING VANES SUPPLY DIFFUSER WITH 4 -WAY BLOW WITH DRY NITROGEN WHILE CONSTRUCTING THE JOINTS. A REMOVABLE TYPE DRYER STRAINER SHALL BE INSTALLED IN THE LIQUID LINE. A THREE WAY VALVE BY-PASS SHALL BE PROVIDED FOR THE STRAINER, AFTER THE REFRIGERANT PIPING HAS BEEN COMPLETED, THE REFRIGERANT SYSTEM * PROVIDE DUCT MOUNTED SMOKE DETECTORS ON THE SUPPLY OF ALL AIR HANDLING SYSTEMS 2000 CFM AND GREATER. * PROVIDE AIR BALANCE TO QUANTITIES SHOWN ON '114E PLANS. PROVIDE ALL VOLUME DAMPERS REQUIRED TO ACCOMPLISH AIR BALANCE. --SUBMIT BALANCE REPORT FOR REVIEW C.A. No. 28173 RD -6 16' 16" sol - 1250 OFF-WHITE 0 _ REMARKS: A. ALL SUPPLY DIFFUSERS SHALL BE B. DO NOT INSTALL DAMPER IN DIFFUSERS C. ALL RETURN DIFFUSERS SHALL BE 4 -WAY BLOW UNLESS OTHERWISE SHOWN, USE DAMPER AT FLEX TAKE -OFF TO METALAIRE RH, OR EQUAL BY TITUS. METALAIRE 5000, OR BALANCE AIR FLOW. EQUAL BY TITUS. SUPPLY DIFFUSER WITH 2 -WAY BLOW SHALL BE PRESSURE TESTED WITH NITROGEN AT A PRESSURE OF 300 PSI (HIGH SIDE) AND 150 PSI (LOW SIDE). WHILE THE SYSTEM IS BEING PRESSURE TESTED, AN ELECTRONIC LEAK DETECTOR BE HHALMAMAINTAINED LEAKS. REESDLB CNS * SYSTEM TEST & BALANCE REPORT TO BE INCLUDED WITH INSTALLATION PROVIDE REPORT TO OWNER AND ENGINEER FOR REVIEW INSTALLATION WILL NOT BE CONSIDERED COMPLETE WITHOUT T&B REPORT SPLIT SYSTEM EQUIPMENT SCHEDULE AIR HANDLERS FIBRE DUCT INSTALLATION DETAILS SUPPLY DIFFUSER WITH QUADRANT BLOCK DESIGNATION AHU-1 THRU 4 AHU-5 AHU-6 AHU-7 SYSTEM FOR A MINIMUM OF 12 HOURS. THE SYSTEM SHALL THEN BE EVACUATED 315 South 7th Street Fort Pierce, FL. 34950 PROTOTYPE MANUFACTURER MODEL YORK ND120 YORK NC090 YORK NC090 YORK NC090 --- SD - SIDEWALL DIFFUSER 6. TO 2.0 MM MERCURY AND THEN CHARGED AND MADE READY FOR INSULATION. PIPING EXPANSION AND VIBRATION ELIMINATION: DUCT CONSTRUCTION NOTES Phone: 772 672-4636 Fax: 772672-4637 ® ® ® RETURN, TRANSFER OR EXHAUST GRILLE OR REGISTER EXHAUST FAN WEIGHT (POUNDS) 562 524 524 524 PROVIDE REFRIGERANT TYPE FLEXIBLE CONNECTIONS AT THE AIR HANDLER AND AT THE CONDENSING UNIT. THE CONNECTORS SHALL BE AT LEAST 12' IN 1.0 ALL DUCT WORK, DUCT FITTINGS, DUCT FLEXIBLE CONNECTIONS, AND FLEXIBLE DUCT SHALL BE CONSTRUCTED AND INSTALLED, AS A MINIMUM, IN ACCORDANCE AND WITH THE STANDARDS AND RECOMMENDATIONS OF "SMACNA' NOM. TONS 10 7.5 7.5 7.5 ® CDP -I 100 .:':...... '" ROUND CEILING DIFFUSER LINEAR DIFFUSER AIR DEVICE, TYPE AND CAPACITY SQUARE TO ROUND TRANSITION EXISTING DUCTWORK OR EQUIPMENT TO REMAIN EXISTING DUCTWORK OR EQUIPMENT TO BE REMOVED LENGTH AND SHALL BE LOCATED TO EFFECTIVELY CONTROL VIBRATION AND TO ALLOW FOR CHANGES IN PIPE LENGTH. LATEST PUBLICATIONS AND STANDARDS. 2.0 ALL DUCT WORK SHALL BE CONSTRUCTED OF 1-1/2' FIBRE BOARD EXCEPT EXHAUST DUCTS WHICH SHALL BE SHEET METAL FIBRE DUCTS SHALL BE CONSTRUCTED WITH 1-1/2' BOARD WITH ANTI -FUNGAL INTERIOR COATING. 3.0 DUCT HANGERS AND SUPPORTS SHALL COMPLY WITH "SMACNA' STANDARDS IN GENERAL, HOWEVER, DUCT STRAPS SHALL BE USED UP TO 48 IN HORIZONTAL DIMENSION (OR ROUND). DUCTS GREATER THAN 48" SHALL BE WITH TRAPEZE HANGERS AND STEEL RODS. 4.0 ALL DUCTS SHALL BE OF THE SIZE AND SHAPE AS SHOWN BY CONTRACT DOCUMENTS FLEX .0 ALL FLEXIBLE DUCTS SHALL COMPLY WITH UL THAN DUCTS SHALL NOT BE GREATER IN LENGTH THAN 10'. WHERE 0 o w U) F Q 111 9 w 0 Q I- J 0 it z L z 0 z w o z Q 0 m o w 0 J rn J d N w N SYSTEM CAPACITY (BTU/HR) TOTAL / SENSIBLE 108,000 / 77,400 88,300 / 61,000 88,300 / 61,000 86,800 / 63,700 TOTAL AIR FLOW (CFM) 3,200 2,400 2,400 2,600 PIPE INSULATION NOTES OUTDOOR AIR FLOW (CFM) 350 400 400 300 EXTERNAL STATIC PRESSURE 0.8" 0.8" 0.8" 0.8" 1. THE REFRIGERANT SUCTION LINES SHALL BE INSULATED WITH 1 THICK ARMOFLEX , BE OR EQUAL THE SUCTION LINE SHALL BE INSULATED IN ITS ENTIRETY INCLUDING VALVES AND SPECIALTIES. VALVES AND, SPECIALTIES THAT REQUIRE ACCESS SHALL5 HAVE SPECIAL REMOVABLE COVERS. COIL EAT'F db/wb COIL LAT *F db/wb 7 / 4. 54.6 / 53.2 7 / 65.7 54.5 / 53.5 7 / 5.7 54.5 / 53.5 76.7 / 4.3 53.4 / 52.6 FAN MOTOR HP 2 H. P. 1.5 H.P. 1.5 H. P. L5 H.P. _ - - HEATER, KW STAGES 12KW 0 208V / 2 12KW ® 208V / 2 12KW o 208V / 2 12KW 0 208V 1 2 O O -�j -.- NEW DUCTWORK OR EQUIPMENT ROOF CENTRIFUGAL FAN, EXHAUST ROOF CENTRIFUGAL FAN, SUPPLY ELECTRIC DUCT HEATER UNDERCUT 2. 3. ALL INSULATION SHALL BE VAPOR SEALED AND BUTT JOINTS OF "ARMOFLEX' SHALL BE TAPED TO PREVENT INTRUSION AT THE JOINT. SADDLES SHALL BE USED AT ALL PIPE HANGERS TO PREVENT COMPRESSION OF THE INSULATION. LENGTHS GREATER THAN 10' ARE SHOWN ON THE PLANS INSTALL ROUND SHEET METAL TO WITHIN 10' OF THE DEVICE BEING SERVED. 6.0 SHEET METAL TURNING VANES SHALL BE PROVIDED IN ALL SUPPLY AND RETURN RECTANGULAR DUCT WITH ANGLES GREATER THAN 30DEG . 7.0 DUCTWORK PENETRATING FIRE RATED WALLS SHALL BE EQUIPPED WITH FIRE DAMPERS. NO OPENINGS WITHIN 5' ON EITHER SIDE OF THE FIRE RATED WALL DUCTWORK ON EACH SIDE OF A FIRE METAL TED WALL (5') SHALL BE A MINIMUM OF 26 8.0 ALL DUCT DIMENSIONS SHOWN ARE CLEAR INSIDE DIMENSIONS DUCT INSULATION NOTES " 1.0 ALL INSULATION SHALL COMPLY WITH THE FLORIDA ENERGY CODE" LATEST EDITION. w 2 Q z v � o CD C _ M N CS Iq z m I<- � a a 0 z > of a � � z W o o W OD � 0 ELEC-VOLTS/PHASE/MCA/MOCP 208 / 3 / 49.9 / 50 208 / 3 / 47.9 / 50 208 / 3 / 47.9 / 50 208 / 3 / 47.9 / 50 CONDENSING UNITS (R -410A) -•---------------- DESIGNATION CU -1 THRU 4 CU -5 GU -6 GU -7 PROTOTYPE MANUFACTURER MODEL YORK YD120YC090 YORK YORK YC090 YORK YC090 ELECTRICAL CONNECTION NOTES PIPE SIZE, SUCTION/LIQUID, IN. WEIGHT (POUNDS) (2) I I/8 / 5/811 500 I I/8 / 5/811 400 I I/8 / 5/811 400 I I/8 / 5/811 400 1. COORDINATE POWER WIRING AND CONDUIT FROM PANEL THRU FUSED DISCONNECT TO UNIT WITH ELECTRICAL 2 C�RDITE�TH ICALFUSED DISCONNECTS 3. MAKE FINAL CONNECTIONS TO AIR HANDLING UNIT WITH 'GREENFIELD'. MAKE FINAL CONNECTION TO CONDENSING UNLIT CONTROL` SYMBOLS ELEC-VOLTS/PHASE/MCA/MOCP 208 / 3 / 45 / 60 208 / 3 / 35.5 / 45 208 / 3 / 35.5 / 45 08 / 3 / 35.5 / 45 ' THERMOSTAT - 5-0 A.F.F. MOUNTING HEIGHT HUMIDISTAT - 5-0' A.F.F. MOUNTING HEIGHT NOTES: I. SYSTEMS I THRU 4 SHALL HAVE DUAL REFRIGERANT CIRCUITS - CIRCUITS SHALL STAGE BASED ON COOLING DEMAND. 2. PROVIDE FREEZE STAT ON INDOOR COILS. ENGINEER SEAL 6����op �� �$ ' � �'0" �'�� ��''`®g ° �o .� i ®� 2 ® e S+ OF 41 SPROVIDED ® • f�� >� "<<<<. •°°� % Are, € �1 Eric J. Svoboda, PE P.E. No. 60982 �- TEMPERATURE SENSOR �--- P STATIC PRESSURE SENSOR f'S DUCT SMOKE DETECTOR TVD VOLUME DAMPER AD AUTO DAMPER 3. PROVIDE "ULTRA -GUARD" COASTAL CORROSION PROTECTION FOR CONDENSER COILS. 4. PROVIDE VENSTAR T6800 TOUCH SCREEN PROGRAMMABLE THERMOSTATS WITH HUMIDITY MODULE FOR "COOLING FOR DEHUMIDIFICATION." 5. THERMOSTATS SHALL BE SET POINT ONLY WITH REMOTE SENSOR IN RETURN DUCT UPSTREAM OF O.A. INTAKE. WITH "LIQUIDTITE". FINAL CONNECTIONS SHALL BE A MINIMUM OF 3 FT. 4. ALL WIRING SHALL BE COPPER. SEE ELECTRICAL DRAWINGS FOR WIRE SIZE 5. CONTROL WIRING SHALL BE RUN IN CONDUIT. 6. MECHANICAL CONTRACTOR SHALL BE 7. AIR HANDLING FOR CONTROL UNIT SHALL BE PI WITH SINGLE POINT OF ELECTRIC ENTRY OVIDE MECHAf 8 MOTORNICAL STARTER AND TOR SHALL HEATER CONTACTORS IN CONTROL PANEL 2.0 FLEXIBLE DUCTS SHALL BE OF THE LOW PRESSURE FACTORY FABRICATED TYPE CONSISTING OF A ZINC COATED SPRING STEEL HELIX NON-PEFORATED INNER LINING AND 1-1/2' THICK FIBERGLASS INSULATION WITH METALIZED MYLAR VAPOR BARRIER.' 3.0 ALL INSULATION SHALL HAVE A MAXIMUM FLAME SPREAD/RESPONSIBLE SMOKE DEVELOPED RATING OF 25/50 4.0 DUCT SUPPORT HANGERS SHALL PASS AROUND THE OUTSIDE OF THE INSULATION USING ELDS OR SADDLES SO AS NOT TO COMPRESS THE INSULATION ®�Cr HVAC PIPING LEGEND EXHAUST FAN SCHEDULE MECHANICAL DRAWING INDEX CONCEPTS AND OR DESIGNS PRESENTED HEREIN ARE INTENDED IDLY FOR THE SPECIFIC THESE E AND CU AL[NG ORT PIETHERCE PURPOSE AND CLIENT ff FORT PIERCE E' HNC. FOR MCH THEY WERE PREPARED, REUSE OR IMPROPER RELIANCE ON THESE DOCUMENTS VITHOUT VRITTEN AUTHORIZATION AND INC.SHALL IE WITHOUT LIABILITY TO THE SAME. COPYRIGHT ©2DI2, FORT ADAPTACWS- PIERCE ENGINEERING, INC. ALL RIGHTS RESERVED. PIERCE IONENG BY FORT PIERCE RIGHTS cwR CONDENSER WATER RETURN CONDENSER WATER SUPPLY SYMBOL DESCRIPTION SHEET DESCRIPTION ISSUED GREENHECK H -GB -081-4, 450 CFM W/ BACKDRAFT SHEET TITLE CHWS CHILLED WATER SUPPLY EF -I DAMPER - CONNECT TO MOTION SENSOR. HURRICANE RATED - ROOF MOUNTED. 1/4 HP 208V-10. M-1 M-2 HVAC GENERAL NOTES, SYMBOLS 81 SCHEDULES MECHANICAL HVAC PLAN YES YES HVAC GENERAL CHWR CHILLED WATER RETURN M-3 MECHANICAL HVAC DETAILS YES NOTES, SYMBOLS & SCHEDULES EF -2 GREENHECK SP -670, 50 CFM W/ BACKDRAFT DAMPER - CONNECT TO LIGHT SWITCH. 120V-10, 0.53A HOT WATER SUPPLY EF -3 GREENHECK CWB-098-4, 300 CFM W/ BACKDRAFT DAMPER -PROVIDE MANUAL SWITCH. SIDEWALL HWR HOT WATER RETURN ISSUE DATE: 03-14-2012 - - - - - REFRIGERANT PIPING MOUNTED. 1/4 HP 208V-10. DRAWN: EJS CD CONDENSATE DRAIN FROM COOLING COIL APPROVED: EJS DRAWING NUMBER -- G DOMESTIC COLD WATER GAS PIPING OFFICE COPY M 1 NOTE: SOME NOTE & SYMBOLS SHOWN ON THIS LEGEND MAY NOT PERTAIN TO THIS PROJECT. SHEET I OF 3 12004-02 III r . i GENERAL NOTES: I. ROUTE CONDENSATE DRAIN FROM EACH AHU TO EXTERIOR WALL, THRU WALL a DOWN. TERMINATE ABOVE GROUND IN GREEN SPACE. PROVIDE 1 1/4' DRAIN FOR AHU I - 5 a 7, In DRAIN FOR AHU-6. 2. ROUTE REFRIGERANT LINES FROM EACH AHU THRU ROOF TO RESPECTIVE CU. 3. PROVIDE MOTORIZED DAMPER IN O.A. INTAKE. DAMPER TO OPEN TO SET VOLUME POSITION WHEN RESPECTIVE SYSTEM CYCLES ON, CLOSE WHEN SYSTEM CYCLES OFF. 4. LOCATE FILTERS IN AHU HOUSING - NO FILTERS IN RETURN GRILLS. 5. DUCTWORK FOR SYSTEMS I THRU 5 SHALL BE EXPOSED FIBER -DUCT a SUPPLY DIFFUSERS SHALL HAVE HARD INSULATED METAL DUCT FROM MAIN TRUNK TO DEVICE. THERE IS NO CEILING IN THESE AREAS a DEVICE SHALL BE SUPPORTED BY SUSPENDED HARD DUCT (EXCEPT FOR RESTROOMS a HALL AREA WHICH HAVE A CEILING - DEVICES SHALL BE FED BY FLEX -DUCT). 6. SYSTEMS 6 a 7 SHALL BE INSTALLED WITH OPEN SUPPLY a RETURN PLENUM AS INDICATED - DUCTWORK a AIR DEVICES TO BE COMPLETED UPON FUTURE TENANT BUILD -OUT. 7. RETURN GRILLS FOR SYSTEMS I THRU 5 SHALL BE EXPOSED, SUPPORTED BY RETURN DUCT. 8. COORDINATE EXACT AIR DEVICE LOCATIONS WITH LIGHTING LAYOUT. KEYNOTES: O 14'44' TRANSFER LOUVER LOW IN DOOR. O OPEN RETURN PLENUM. O CONDENSING UNITS RACK MOUNTED ON ROOF. ® 4'0 EXHAUST UP TO ROOF JACK. O LOCATE SIDEWALL EXHAUST HIGH ON WALL. �6 GREENHECK EHH-601D 24'x24' SCREENED INTAKE LOUVER WITH RAWSTOPS a GUTTERS. INSTALL PER MANUFACTURER'S DIRECTIONS. LOCATE HIGH IN WALL. OUTDOOR AIR CALCULATIONS AH9 I THRU 4 75 PPL MAX. AVG. OCC. x 16 CFM = 1200 CFM O.A. 1400 CFM O.A. PROVIDED (350 CFM EACH AHU) AHU. 20 PPL MAX. AVG. OCC. X 17 CFM = 340 CFM O.A. 400 CFM O.A. PROVIDED AHU-6 40 PPL MAX. AVG. OCC. X 10 CFM = 400 CFM O.A. 400 CFM O.A. PROVIDED MEL 12 PPL MAX. AVG. OCC. X 16 CFM = 192 CFM O.A. 300 CFM O.A. PROVIDED STORAGE 1500 SO, FT. X 0.12 CFM / SO.FT. = 180 CFM O.A. 300 CFM O.A. PROVIDED VIA EXHAUST. OFFICE COPY IL - EL w w a In In Y W LLI v V) U W W o IY a' W W z z O O W a- Z w w n a_ 10 a o it w w In L0 w w X X NEENNOME Fart Pierce Engineering, Inc. Dependable Mechanical, Electrical & Plumbing Design C.A. No. 28173 315 South 7th Street Fort Pierce, FL. 34950 Phone: 772 672-4636 Fax: 772 672-4637 O O n w I- 5 Lo I_:a w� w� U) -01 U) v_ 1--w OZ XX w`L o z A Omo w Owrn U N2tN d sr S. Cv}62 *`t 0 8 ! , V. N�-u�� Eric J. Svoboda, PE P. E. No. 60982 THESE DOCOERNTS, ALONG VITH THE CIDWTS Ara IR DESIGNS PRESENTED HEREIN ARE INTENDED all Y FOR THE SPECIFIC PURPOSE AND lIIENT OF FIRT PIERCE cNENEERING INC. FOR WHICH THEY VERE PREPARED, REUSE OR I PRDPER RELIANCE ON THESE DDCUIEHTS VITHOIT WRITTEN AUTHCRIIATION AND ADAPTATIM BY FORT PIERCE EINGIREERING, INC. SH &L BE VITHOIT LIABILITY TD THE SNE. CO'YR[IiNT©2012, FORT PIERCE ENGINEERING, INC. ALL RIGHTS RESERVED SHEET TITLE HVAC PLAN ISSUE DATE: 03-44-2042 DRAWN: EJS APPROVED: EJS I DRAWING NUMBER I 11� MN\AII � -0 SHEET 2 OF 3 42004-02 M rn � N M W z J m J LL � O J a z 0 O z w cca Q U W Rei U I— w I j a U O w rr OD U 11 M�MRb F+ i ENGINEER SEAL d sr S. Cv}62 *`t 0 8 ! , V. N�-u�� Eric J. Svoboda, PE P. E. No. 60982 THESE DOCOERNTS, ALONG VITH THE CIDWTS Ara IR DESIGNS PRESENTED HEREIN ARE INTENDED all Y FOR THE SPECIFIC PURPOSE AND lIIENT OF FIRT PIERCE cNENEERING INC. FOR WHICH THEY VERE PREPARED, REUSE OR I PRDPER RELIANCE ON THESE DDCUIEHTS VITHOIT WRITTEN AUTHCRIIATION AND ADAPTATIM BY FORT PIERCE EINGIREERING, INC. SH &L BE VITHOIT LIABILITY TD THE SNE. CO'YR[IiNT©2012, FORT PIERCE ENGINEERING, INC. ALL RIGHTS RESERVED SHEET TITLE HVAC PLAN ISSUE DATE: 03-44-2042 DRAWN: EJS APPROVED: EJS I DRAWING NUMBER I 11� MN\AII � -0 SHEET 2 OF 3 42004-02 w a UPPER IN CHMENTS 1 1/2" STRAPS ACCORDANCAE WITH SMACNA w Y U TO STRUCTURE DETAILS C STAINLESS STEEL BAND INSULATED FLEX DUCT w CONDENSING 3" SHAFT INSERT I SPRING VIBRATION UNIT THREADED ROD ISOLATORS (TYP.) 1 1/2" INSULATION I I (TYP.) RADIUS NOT LESS THAN HURRICANE 1 1/2"x DUCT DIA. CABLE z MIN. 3 FT. SPACING COMPRESSOR BRANCH HEATER SECTION PANEL FDUCTWOE CONN. BETWEEN UNITS ACCESS 0 o DUCT COOLING w ® COIL ® AS REQUIRED aEn SEE DRAWINGS. BE6AMLU ALUM o 3" SHAFT INSERT U) COIL > BUTTERFLY DAMPER STAINLESS STEEL BAND n n GUARDLd PLY ON 1 1/2" SUPPLY 3"m ALUM. STAND-OFF TO ALLOW INSULATE BELLS AIR 0 I 11 III R URN SON-DENSOR ®® FOR INSULATION I USE ROUND SHEET METAL / I II 11 AIR4 '0�� REFRIGERANT GAGE DUCT HERE TO LIMIT FLEX � � CONNECTIONS DUCT TO 10'-0 IN LENGTHZ n LJ I BACK SEATED CEILING FLEXIBLE n / REFRIGERANT VALVES N 6"SADDLE CONNECTION CEILING DIFFUSER RAILSW REMOVABLE REFRIGERANT N GALV. 6" SPRING FILTER SUCTION LINE ti ISOLATORS (TYP.) AUX. DRAIN PAN. REFRIGERANT ILL NOTE: USE BORDER TYPE 1 LIQUID LINE Z WHERE IN HARD CLGS. — TRAP R E F R I G . Fort Pierce BORDER TYPE C WHEN EXPOSED COND. DRAIN PIPING. SIGHT GLASS WITH Engineering, Inc. SEE PLUMBING MOISTURE INDICATOR SEE ENLARGED Dependable Mechanical, Electrical r[ CAP WITH 1 °O TI THIS DOWN HEET AIL NOTE: & Plumbing Design THREADED/2 C.A. No. 8173 HOLE DRILLED IN TOP, THREADED CAP, INSTALL "MASON" STYLE WM HAND TIGHTENED. HAND TIGHTENED NEOPRENE WAFFLE 5/16" THICK VIBRATION ISOLATION PADS BETWEEN UNIT AND RAILS. BOLT UNITS TO RAILS W/ 3/8"0 STEEL AIR FUSED DISCONNECT BOLTS - I AT EACH CORNER. TAKE -OFF FITTING HANDLER BOLT QLLEGS TO ROOF IN 3R ENCLOSURE CEILING DIFFUSER. SLOPE TO UNIT IN PITCH POCKETS WI ISOLATION INSULATE BELLS. ���� 112"o BOLTS, 4 PLACES DIRECTION SECURE FLEX DUCT TO TAKE -OFF SEE HVAC FLOOR DRAIN BO EYE O.C. � TIE UNIT TO RAILS BOLT PAD OF AIR ( FITTING NTH STAINLESS STEEL PLAN FOR LOCATION � � DETAIL OF ROOF -TOP CONDENSING UNIT INSTALLATION FLOW I SCREW DRIVER OPERATED BAND OF DIFFUSER. DRAIN PAN BRANCHI FLEXIBLE DUCT DUCT I STRAP I CASING SLEEVE Fort Pierce, 315 South 7th Street FL. 34950 Phone: 772 672-4636 UNION RAIL- Fax: 772 672-4637 DAMPER CEILING NOTE: ( 1. FILL TRAP MANUALLY ON INITIAL START-UP. YB° AIRCRAFT CABLE— 2 CABLES SADDLE 2. PIE SIZE SHALL NOT BE LESS THAN DRAIN PAN CONNECTION SIZE. STRAPPED OVER UNIT—WITH EYE P I 1 BOLT AT EACH CORNER o i 1/2 3. A = 12 TIMES FAN SUCTION S.P. INSULATION w NOTE: USE BORDER TYPE 1 B = %2" PLUS FAN DISCHARGE S.P. I WHERE IN HARD CLGS. — 4. ALL CONDENSATE PIPING TO BE PVC. TIE DOWN DETAIL BORDER TYPE C WHEN EXPOSED T „ � 5. INSULATE ALL DRAIN LINES WITH X ARMAFLEX a PROVIDE GASKET BETWEEN TAKE OFF w 0 cr FITTING AND BRANCH DUCT. Q Ir0 ILS B HORIZONTAL AHU & CONDENSATE TRAP DETAIL C AIR COOLED CONDENSING UNIT RACK MOUNT DETAIL CONNECTION DETAILS _ z w A FLEX DUCTSALE _ (N.T.S.) ��_ SCALE _ (N.T.S.) SCALE _ (N.T.S.) SEE ENLARGED AREA z Q m - SQUARE DIMENSION TO SUIT FAN FURNISHED w `" o J rn ¢ w U N ;R Tn SECURE M STRUCTURE ABOVE AS RECOMMENDED BYSMAC 19 22 GA GALV. METAL STRAP I I ROOF FLASHING I& IK 0) I I i SECURE TO STRUCTURE I I o n J -GI' ° ABOVE AS RECOMMENDED I I ALUMINUM CASING POWER ROOF VENTILATOR >J HANGER ROD BY SMACNA FAN - SEE SCHEDULE w z m '� ELECTRICAL THIS SHEET.Q<1 � a a SHEET METAL SCREW, SIZE: Y" RIVET OR BOLT TO I I CONDUIT z o o� BOTH SIDES OF DUCT. IGUIDE v U U TYPE'A' DISCONNECT SWITCH w U w a I I MOUNTED UNDER � W � OD a II ALUMINUM CAP C�L CL Co " SECURE FAN CURB ENGINEER SEAL TO WITH 1 1/2" " ROOF CURB - SEE DETAIL e@Epnpe DUCT SCHEDULE DUCT DIMENSIONS TYPE INCHES HANGER UP TO 18 A 19 TO 30 A/B 30 TO 60 B NOTE: 8'-0" MAX HANGER SPACING DIMENSION TO SUIT FLANGE OF ROOF MOUNTED FAN STAINLESS STEEL 1Nt»x1)fX)" AN FURNISHED SHEET METAL THIS SHEET. ��� �® E "�d° TYPE 'B' GALVANIZED F `k" ��1 •� ANGLE SECURE FAN FLANGE TO CURB SCREWS @ 6" `� • No 8Ce SEALANT WITH 1-1/2 STAINLESS STEEL SHEET O.C. MIN. ! '• � •:• METAL SCREWS @ 6" O.C. RUN POWER I BTS OF -- SUPPLY LEADS REFER TO ARCHITECTURAL p����•°•�� 0 �:� 4v �''°•. ...• a BRING FLASHING 8 IN CORNER PLANS FOR ROOF ���r� ��N ��•' ROOFING S 8r OVER, 2"x 12" PRESSURE TREATED WOOD INSIDE CUR CONSTRUCTION a SECURE TO CURB ( (ALL AROUND) DETAILS EriPCE. NoJ. �60982E / FLASHING PROVIDE TRANSITION THESE DOCUMENTS, ALONG WITH THE CXEPTS AND TR DESIGNS LINE CHAMBER WITH 2" _ PRESENTED HEREIN ARE HE SPECFX B A C K D R A F T DAMPER PURPOSE AND CLTENT ff"F RT PIERM ENGINED ONLY FOR EERING, X rOR 3/8' DIA. THREADED UPPER ATTACHMENTS ACOUSTICAL DUCT LINING ROOFING TO MATCH DUCT SIZE _ WHICH THEY WERE PREPARER REUSE OR IMPROPER REIIANDE UI STEEL HANGER ROD IN ACCORDANCE WITH 3 1/2" x 3 1/2" P.T. WOOD SHOWN ON DRAWINGS THESETIONBY NENTs FORTPUT ENM]MMn�enaSHALB SMACNA DETAILS 6"x4"x3/8" ANGLE ALL-AROUND. x PIERCETION AND HWMIN,INQ E RIGHTS E Itt.SHALLBE o WHERE REQUIRE vnHDur uaDMEm ro THE snrc coPrRicHT mzmz, vE{tT CANT STRIP (ALL AROUND) PD�� ENrD DMG RTaMTs RESER SEE PLAN FOR EXHAUST WELD CORNERS. 0- DUCT CONTINUATION NAIL TO 2x12. a_ SHEET TITLE RUBBER -IN -SHEAR a MECHANICAL AND TERMINATION VIBRATION ELIMINATORS I= 3/8"Ma THRU BOLTS DUCT SLEEVE --(TYPICAL FOR ALL 4 1/4" LAG BOLT, 1-1/4" LONG. 45.00 COUNTERSUNK @ 18" O.C. DETAILS HANGER RODS) @ 12" O.C. EXHAUST I ISSUE DATES 03-14.2012 DUCT BRING DUCT UP 8M OVER I ROOF DECK (SEE ARCH.) DRAWN: EJS FLEX. CONNECTION CABINET FAN a SECURE TO ANGLE, UST FAN CEILING " 6" NAILER ANCHORED TO DECK TO EXHAUST TRANSITION AS REQUIRED 2 x APPROVED: EJS 7 TO SUIT OPENING. DRAWING NUMBER I/2" BOLT THRU ROOF EXHAUST FAN DUCT FROM BELO DECK AND SUPPORT FRAME @ 12" O.C. CEILING GRILLE SEE MECH. PLANS (SEE STRUCTURAL FOR FRAME ASSEMBLY) F1= , M-3 ENLARGED DETAIL OF CURB SETTING SHEET 3 OF 3 CEILING EXHAUST FAN DETAIL E HURRICANE RESISTANT ROOF CURB DETAIL F ROOF EXHAUST FAN DETAIL SCALE = (N.T.S.) 12004-02 D DUCT SUPPORT / CE SCALE _ (N.T.S., SCALE _ (N.T.S.) _ ELECTRICAL SYMBOL LEGEND SPECIFICATIONS: U BASIC MATERIALS BASIC MATERIALS CONT. FIRE ALARM/DETECTION SYSTEM TELEPHONE/DATA SYSTEM I` OF THET2008 EDITION OF THE NATIONALUELECTRICAL COREQUIREMENTS 32' SHALLN 30 PROVIDE HE BUILDING OWNER AN OPERATIINGOF ELECTRICAL SYSTEM EBY THE AHJ, THE CONTRACTOR AND MAINTENANCE MANUAL FOR ALL ~ 2. MATERIALS AND EQUIPMENT INSTALLED SHALL BE ENTIRELY NEW UNLESS ELECTRICAL SYSTEMS INSTALLED IN ACCORDANCE WITH THESE PLANS THAT REQUIRE SYMBOL DESCRIPTION SYMBOL DESCRIPTION SYMBOL DESCRIPTION SYMBOL DESCRIPTION2. NOTED, AND SHALL MEET U.L. REQUIREMENTS. MAINTENANCE. AT A MINIMUM, THE MANUAL SHALL INCLUDE: PHONE/DATA OUTLETS MOUNTED AT RECEPTACLE A. EQUIPMENT RATING AND SELECTED OPTIONS FOR EACH PIECE OF EQUIPMENT AUTOMATIC TRANSFER SWITCH 0 MANUAL PULL STATION 3. EQUIPMENT SHALL BE OF MATERIALS SUITABLE FOR AND RATED FOR THE REQUIRING MAINTENANCE. Sa SINGLE POLE SWITCH HEIGHT UNLESS OTHERWISE NOTED. (SUBSCRIPT INDICATES ITEM CONTROLLED) C ABOVE THE COUNTER ENVIRONMENT IN WHICH THEY ARE TO BE INSTALLED. B. OPERATION MANUALS AND MAINTENANCE MANUALS FOR EACH PIECE OF EQUIPMENT cn = [J 30AR NON-FUSED DISCONNECT SWITCH, SIZE a # OF POLES CEILING SMOKE DETECTOR, PHOTOELECTRICM - NUMBER OF DATA PORTS, DEFAULT - I 4. CONTRACTOR TO INSTALL A COMPLETE ELECTRICAL SYSTEM FOR LIGHTING REQUIRING MAINTENANCE. REQUIRED ROUTINE MAINTENANCE MAINTENANCE ACTIONS z S3 THREE-WAY SWITCH NF NF DENOTES NON-FUSED TYPE UNLESS OTHERWISE NOTED N = NUMBER OF PHONE PORTS, DEFAULT = I AND POWER FROM THE POINT OF ATTACHMENT OF THE POWER COMPANY SHALL BE CLEARLY IDENTIFIED. Z S4 FOUR-WAY SWITCH AR DENOTES AMP RATING OF SWITCH E = ELEVATOR WITH RECALL CONTACTS TO AND THROUGH THE EXTERIOR WIREWAY METER ENCLOSURES MAIN C. NAMES AND ADDRESSES OF AT LEAST ONE QUALIFIED SERVICE AGENCY. Cn Sp SINGLE POLE SWITCH WITH PILOT LIGHT 1 = IONIZATION M DATA OUTLET, 8P$C ' w 30AR FUSED DISCONNECT SERVICE DISCONNECTS, AND BRANCH -CIRCUIT PANELS TO AND INCLUDING X SWp SINGLE POLE SWITCH WITH WEATHERPROOF COVER 30AF AR DENOTES AMP RATING OF SWITCH ALL OUTLETS, DEVICES AND EQUIPMENT FURNISHED BY OTHERS AS MAY DUCT SMOKE DETECTOR AF DENOTES AMP FUSE SIZE D N PHONE OUTLET, RJ fl BE REQUIRED. SWST SPRING WOUND WALL SWITCH TIMER (30 MIN.) MCp * DENOTES FUSE PER MANUFACTURER RECOMMENDATIONS R = RETURN 33. WORKMANSHIP MATERIALS AND APPARATUS UNDER THIS CONTRACT SHALL BE z GUARANTEED AOR A PERIOD OF ONE YEAR FROM THE DATE OF FINAL � S = SUPPLY 5. CONTRACTOR TO COMPLETE ALL WORK INCIDENTAL TO MECHANICAL ACCEPTANCE BY THE OWNER. 0 SK SINGLE POLE KEY SWITCH S{ZE� # OF POLES M ® N COMBINED DATA/PHONE OUTLET, 8P8C/RJII TRADES FOR A COMPLETE INSTALLATION, INCLUDING CONTROL WIRING S3K THREE-WAY KEY SWITCH ®J 30/3 3R COMBINATION MAGNETIC MOTOR STARTER, SIZE & # OF POLES ® SUPERVISED CONTROL RELAY MOTOR STARTERS, DISCONNECT SWITCHES AND EQUIPMENT GROUNDS. S4K FOUR-WAY KEY SWITCH 0 3 POLE UNLESS OTHERWISE NOTED 6. CONTRACTOR TO MAKE NECESSARY PROVISIONS FOR THE INSTALLATION 34. GREATER THAN 8096 NONLINEAR LOADS: SHARED NEUTRALS AND GROUNDS ENCLOSURE NEMA RATING. .@ DUCT SMOKE REMOTE ALARM INDICATING LAMP, TELEPHONE OUTLET FLOOR MOUNTED OF TELEPHONE, DATA AND FIRE ALARM SYSTEMS INCLUDING RACEWAYS, ARE NOT PERMITTED FOR SINGLE PHASE CIRCUITS. SL SINGLE POLE SWITCH WITH SECURITY LOCKING KEY W/ TEST SWITCH, WALL MOUNTED 72' AFF CABINETS, PULL BOXES AND OUTLETS. SEE SHOP DRAWINGS FOR EACH NEMA STARTER SIZE SYSTEM FOR ADDITIONAL DETAILS AND INSTRUCTIONS. 35. A. WORKING CLEARANCES FOR ELECTRICAL EQUIPMENT SHALL BE IN COMPLIANCE WITH SLV LOW VOLTAGE SWITCH CEILING FAN/LIGHT CONTROL, DAN`S FAN CITY #423LW OR EQUAL BRANCH CIRCUIT PANEL BOARD, UNDER 250 VOLTS, REMOTE INDICATING LAMP FIRE ALARM WITH TEST SWITCH TT TELEPHONE/COMPUTER TERMINAL BOARD 7• CONTRACTOR SHALL FURNISH AND INSTAL( ALL FIXTURES COMPLETE NEC 110. N S WALL MOUNTED 72' AFF AS LISTED IN THE 'LIGHTING FIXTURE SCHEDULE'. I F SURFACE MOUNTED B. THE EXCLUSIVELY -DEDICATED SPACE EXTENDING FROM FLOOR TO STRUCTURAL co WHITE COLOR SM MOTOR RATED SNAP SWITCH, IHP MIN., 20A, 120/277V BRANCH CIRCUIT PANEL BOARD, UNDER 250 VOLTS, TTC CEILING WITH A WIDTH AND DEPTH OF THE PANEL BOARD OR SWITCHBOARD MUST BE N o COMBINATION AUDIBLE/VISUAL � TELEPHONE TERMINAL CABINET 8. PANELBOARDS AND DISCONNECT SWITCHES SHALL HAVE COPPER BUS. CLEAR OF ALL PIPING, DUCTS OR EQUIPMENT FOREIGN TO THE ELECTRICAL t` LEVITON N21-2 OR EQUAL FLUSH MOUNTED NOTIFICATION DEVICE EQUIPMENT OR ARCHITECTURAL APPURTENANCES IN ACCORDANCE WITH NEC 408. SMp MANUAL MOTOR STARTER WITH OVERLOAD HEATERS AND �- BRANCH CIRCUIT PANEL BOARD, OVER 250 VOLTS, XXCD CD = CANDELA RATINGT 9. ALL PANELS, DISCONNECTS, TIME CLOCKS, AND CONTACTORS SHALL BE Z PILOT LIGHT SURFACE MOUNTED /' �\ TELEPHONE SYSTEM RACEWAY LABELED WITH A PERMANENT ENGRAVED LABEL. IDENTIFICATION ON THE 36. WHEN ELECTRICAL BOXES ARE LOCATED IN VERTICAL FIRE -RESISTIVE ASSEMBLIES, a SD DIMMER SWITCH SS FIRE ALARM SPEAKER - CEILING MOUNTED LABEL MUST CONFORM TO THESE ELECTRICAL DRAWINGS. (CLASSIFIED AS FIRE/SMOKE AND SMOKE PARTITIONS), THEY SHALL BE INSTALLED Fort Pierce (1500 WATTS UNLESS OTHERWISE INDICATED) BRANCH CIRCUIT PANEL BOARD, OVER 250 VOLTS, XXCD CD = CANDELA RATING S SINGLE POLE SWITCH -TIME DELAY FOR EXHAUST FAN/LIGHTS FLUSH MOUNTED TELEVISION RACEWAY SYSTEM 10. TYPEWRITTEN CIRCUIT IDENTIFICATION SHALL BE INSTALLED IN ALL WITHOUT AFFECTING THE FIRE CLASSIFICATION. ALL OF THE FOLLOWING CONDITIONS Engineering, Inc. TD BRANCH CIRCUIT CONDUIT CONCEALED ABOVE CEILING OR IN WALL. PANELBOARDS, EACH BREAKER HAVING A DISTINCTIVE DESCRIPTION COMPLYING SHALL BE MET: Dependable Mechanical, Electrical DUPLEX RECEPTACLE, 5-20R UNLESS OTHERWISE NOTED CONDUIT SHALL INCLUDE PHASE, NEUTRAL AND GROUND CONDUCTORS WALL MOUNTED SPEAKER WITH STROBE WITH NEC 408.3(F). IF PRESENT, THE FIRE ALARM CONTROL PANEL BREAKER &Plumbing Design XXCD CD =CANDELA RATING AND ITS DESCRIPTION SHALL HAVE A CLEARLY VISIBLE RED MARKING. C.A. No. 28173 SINGLE 5-20R RECEPTACLE, T DENOTES TWIST -LOCK AS REQUIRED FOR CIRCUITS (UNLESS OTHERWISE NOTED). ® TELEVISION OUTLET FOR ANTENNA A. ALL ELECTRICAL BOXES SHALL BE METALLIC. 8- FIRE ALARM SPEAKER - WALL MOUNTED 11. MAIN DISCONNECTS SHALL HAVE PAD -LOCKING AND SEALING PROVISIONS. BRANCH CIRCUIT CONDUIT CONCEALED IN SLAB, CD = CANDELA RATING TELEVISION SIGNAL WALL OUTLET METER CENTERS SHALL PERMIT AN OVERHEAD OR UNDERGROUND SERVICE B. BOX OPENING SHALL OCCUR ONLY ON ONE SIDE OF FRAMING SPACE. (Qr-- SURGE PROTECTION TYPE (TVSS) UNDERGROUND OR UNDER FLOOR. XXCD TRIBUTION SYSTEM RACEWAY ENTRANCE. THE MAIN BREAKER OR FUSIBLE DISCONNECT SHALL BE A C. BOX OPENING SHALL NOT EXCEED 16 SQUARE INCHES. ,-'---'-,BRANCH CIRCUIT CONDUIT EXPOSED FIRE ALARM SPEAKER WITH STROBE - CEILING MOUNTED SP DUPLEX RECEPTACLE �---� ,,,,TV----.,,TVV DISQUICK-MAKE, QUICK -BREAK, LOAD -BREAK DEVICE. ® PEDESTAL MOUNTED RECEPTACLE CD = CANDELA RATING D. ALL CLEARANCES BETWEEN OUTLET BOX AND GYPSUM BOARD SHALL BE III - GROUND OR GROUND ROD AS NOTED ® MAGNETIC LOCK 12` WIISE SHOWN AND/OR REQUIRED BY CODE. 40 PVC UNLESS OTHER- COMPLETELY FILLED WITH JOINT COMPOUND (OR OTHER APPROVED MATERIAL). ® FLOOR OUTLET BOX AND DUPLEX RECEPTACLEVISUAL SIGNALING U LINGUNIT, WALL MOUNTED CCTV CAMERA W/ CONDUIT TO VIDEO 13. CONDUIT FOR ABOVE GRADE SHALL BE 'GRC' 'IMC' 'EMT' OR SCH 80 PVC. E. PROVIDE A WALL AROUND OUTLETS LARGER THAN 16 SQUARE INCHES. THE WITH APPROPRIATE FLANGE. AUDIO ) JUNCTION BOX 'LFNC' SHALL BE USED FOR CONNECTIONS Tb AIR hANDLING UNITS, INTEGRITY OF THE WALL RATING SHALL BE MAINTAINED. -SUP CONDUIT TURNING UP P FIREMAN'S PHONE JACK CONDENSING UNITS, WATER HEATERS AND OTHER EQUIPMENT. FLOOR OUTLET BOX WITH DUPLEX RECEPTACLE PAN/ TILT/ ZOOM CCTV CAMERA W/CONDUIT MC CABLE SHALL BE USED FROM *J -BOXES' IN CEILING TO SWITCHES, F. THE TOTAL AGGREGATE SURFACE AREA OF THE BOXES SHALL NOT EXCEED 100 AND ONE COMBINATION W/ VOICE/DATA OUTLET PTZ TO VIDEO JUNCTION BOX - MOUNTED MIN 15' RECEPTACLES AND BETWEEN DEVICES. SPARE CONDUITS SHALL HAVE A PULL SQUARE INCHES PER 100 SQUARE FEET. -0DN CONDUIT TURNING DOWN SPRINKLER TAMPER AFF OR * CEILING WIRE INSTALLED. G. OUTLET BOXES LOCATED ON OPPOSITE SIDES OF FIRE -RESISTIVE ASSEMBLIES FLOOR OUTLET BOX WITH TWO DUPLEX RECEPTACLES SWITCH CONNECTION SHALL BE SEPARATED BY A MINIMUM HORIZONTAL DISTANCE OF 24 INCHES. 315 South 7th Street AND ONE COMBINATION W/ VOICE/DATA OUTLET ] CONDUIT STUB Fort Pierce, FL. 34950 SPRINKLER WATER FLOW I4. CONDUCTORS SHALL BE THIN/THWN EXCEPT WHERE SPECIFIED OTHERWISE ON H. OUTLET BOXES SHALL BE SECURELY FASTENED TO WALL FRAMING MEMBERS. Phone: 772 672-4636 ® POKE THRU --Z CONDUIT CONTINUED FS SWITCH CONNECTION SYNCHRONOUS MASTER CLOCK SYSTEM AN APPROVED PRESSURE CONNECTOR AWCONNECTIONGTO GROUND CONDUCTORS Fax: 772672-4637 PP POWER POLE FLEXIBLE CONDUIT NO. 1/0 AWG AND LARGER SHALL BE CAST BY FUSIBLE METAL PROCESS. ALL I. THE OPENING IN THE GYPSUM BOARD FACING SHALL BE CUT NOT TO EXCEED 1/8 SINGLE POLE SWITCH/RECEPTACLE COMBINATION FP FIRE ALARM SYSTEM PRINTER CONDUCTORS MUST BE INSTALLED IN CONDUIT OR CABLE. CONDUCTORS IN PANELS INCH BETWEEN THE EDGES OF THE OUTLET BOX AND THE EDGES OF THE OPENING. DUPLEX RECEPTACLE WITH EACH HALF. ON SEPARATE CIRCUIT EXISTING TO BE REMOVED -Q SYNCHRONOUS SYSTEM CLOCK SHALL HAVE THEIR FACTORY LABELS VISIBLE TO A PERSON IN THE WORKING SPACE. (BREAKER SHALL BE TWO POLE WITH COMMON TRIP) EXISTING TO REMAIN -® ZONE ADDRESSABLE MODULE 15. NO CONDUCTORS SMALLER THAN 12 AWG SHALL BE USED FOR POWER AND FATC LIGHTING. ALL CONDUCTORS SHALL BE COPPER. DUPLEX RECEPTACLE MOUNTED ABOVE COUNTER � ® ELECTROMAGNETIC DOOR HOLD OPEN DEVICE MASTER CLOCK CONTROL PANEL EXISTING AFFECTED BY THIS PROJECT 16. COLOR CODE FOR 208Y/120V 3o SYSTEM SHALL BE: BLACK, RED, BLUE, WHITE, 0 ELECTROMAGNETIC DOOR HOLD OPEN DEVICE & GREEN. 0 DUPLEX SAFETY RECEPTACLE MOUNT COVERLETS WITH SPANNER HEAD SCREWS - - - FUTURE ®H CONNECTION TO CLOSURE/ HOLDER /� CL ---,,MASTER CLOCK SYSTEM CONDUIT AND WIRING ro NEW - -- - w � ELECTROMAGNETIC DOOR HOLD OPEN DEVICE ELECTRICAL ABBREVIATIONS DUPLEX- RECEPTACLE WITH TOP HALF SWITCHED 17. CONTRACTOR SHALL VERIFY WITH ARCHITECT FOR DETAILED DIMENSIONS GFI REC LIGHTING H CONNECTION TO CLOSURE/ HOLDER INCLUDES DETECTOR DOORBELL SYSTEMAND LOCATIONS OF OUTLETS AND EQUIPMENT AND FOR ANY REVISIONS EPTACLE (EWC DENOTES ELECTRIC IN LAYOUT. w 2 WATER COOLER. COORDINATE WITH EWC CEILING HEAT DETECTOR 135 F UNLESS OTHERWISE GFI: GROUND FAULT PROTECTION NL: NIGHT LIGHT 0 EWC INSTALLER FOR MOUNTING HEIGHT) OH 18. MOUNT WALL SWITCHES 44 ABOVE FINISHED FLOOR UNLESS OTHERWISE WP: WEATHER PROOF LION: UNLESS OTHERWISE NOTED Q INDICATED. NOTED ON DRAWING. GANG SWITCHES WHEREVER MSSIBLE. i -®®I FLUORESCENT STRIP FIXTURE -@ DOOR PUSH-BUTTON STATION VP: VAPOR PROOF AFF: ABOVE FINISHED FLOOR GFI RECEPTACLE. WP DENOTES WEATHERPROOF COVER. IG: ISOLATED GROUND AFG: ABOVE FINISH GRADE w BEAM DETECTOR - TRANSMITTER WP = WEATHERPROOF 19. SWITCHES SHALL BE TOGGLE TYPE, 120 VOLT 20A COMMERCIAL SPECIFICATION P: PAY TELEPHONE BFC: BELOW FINISHED CEILING z o z WP FIXTURE -A GRADE, UNLESS OTHERWISE NOTED. SWITCHES SHALL BE WHITE IN COLOR. SA: SMOKE/CO ALARM LOAD SN: SOLID NEUTRAL W � o DESIGNATION FLUORESCENT FIXTURE L: LIGHTING LOAD GFI RECEPTACLE MOUNTED ABOVE COUNTER BEAM DETECTOR -RECEIVER DB DOORBELL CHIME (SELF CONTAINED) 20. RECEPTACLES SHALL BE LOCATED 18' ABOVE FINISHED FLOOR TO CENTER LfNE F: FAN LOAD w Q 0 CO o CIRCUIT -►2 a -LOWER CASE LETTER INDICATES CONTROL CIRCUIT SWITCH LEG FACP OF DEVICE, UNLESS OTHERWISE NOTED. ABOVE -COUNTER RECEPTACLES SHALL R: RECEPTACLE LOAD _ o Lj M TWO DUPLEX RECEPTACLES WITH COMMON COVER NUMBER ® FIRE ALARM CONTROL PANEL FLUORESCENT FIXTURE �DB DOORBELL SYSTEM CONDUIT AND WIRING BE MOUNTED 6' ABOVE BACK SPLASH TO CENTERLINE OF DEVICE. TWO DUPLEX RECEPTACLES WITH COMMON COVER DIAGONAL SHADING DENOTES EMERGENCY LIGHT FIXTURE. FATC 21. COVER PLATES SHALL BE WHITE PLASTIC, UNLESS OTHERWISE NOTED. ELECTRICAL DRAWING INDEX MOUNTED ABOVE COUNTER FLUORESCENT WRAP AROUND OR SURFACE MOUNTED FIXTURE. FIRE ALARM TERMINAL CABINET RECEPTACLES WITH PLASTIC COVER PLATES SHALL BE MOUNTED SUCH ISOLATED GROUND DUPLEX RECEPTACLE, FAAP - THAT THE GROUND PIN IS MOUNTED DOWN, UNLESS OTHERWISE NOTED. FLUORESCENT WALL MOUNTED FIXTURE WITH WALL OUTLET BOX RECEPTACLES WITH METAL COVER PLATES SHALL BE MOUNTED SUCH THAT SHEET DESCRIPTION ISSUED IG (ORANGE DEVICE) FIRE ALARM ANNUNCIATOR PANEL FLUSH MOUNTED DOOR CONTROL SYSTEM THE GROUND PIN IS MOUNTED UP, UNLESS OTHERWISE NOTED. DUPLEX RECEPTACLE HID, INCANDESCENT OR FLUORESCENT WALL MOUNTED FIXTURE 22. ALL NEW 125V RECEPTACLES SHALL BE NEMA 5-20R AND SHALL BE E-1.0 ELECTRICAL LEGEND, NOTES a ABBREVIATIONS Yes F FIRE ALARM SYSTEM CONDUIT AND WIRING UL LISTED TAMPER-RESISTANT TYPE. COLOR SHALL BE WHITE. NOTE: � HID, FLUORESCENT, OR INCANDESCENT FIXTURE � � E -LI SITE LIGHTING /POWER PLAN Yes TICK MARKS SHOWN ON ANY DEVICE REPRESENTS RECEPTACLE & MOTION DETECTOR 360 CONNECTED TO THE EMERGENCY CIRCUIT (RED DEVICE) TYPICAL FLUORESCENT, OR INCANDESCENT WALL WASHER. �E FIREMAN'S ELEVATOR WARNING LIGHT 23. ELECTRIC MOTORS SHALL COMPLY WITH THE ENERGY POLICY ACT OF 1992. E-1.2 SITE LIGHTING PHOTOMETRIC ANALYSIS Yes "' rn CR CARD READER WHERE APPLICABLE PER FBC TABLE 505.7.5. � FOR ANY DEVICE IN LEGEND E-2 ELECTRICAL POWER SYSTEMS PLAN Yes o - ACCENT FLOOD LIGHTING - AIMING AS INDICATED > � © CLOCK RECEPTACLE - K® DIGITAL KEYPAD 24. ALL DEVICES SHALL BE MOUNTED VERTICAL, UNLESS OTHERWISE NOTED. E-3 LIGHTING PLAN AND LIGHTING FIXTURE SCHEDULE Yes w (� z m w EXIT LIGHT FIXTURE �+ �+ ® BALANCED MAGNETIC DOOR CONTACT zLD ® SPECIAL PURPOSE RECEPTACLE, RATING AS NOTED ® DIRECTION ARROWS AS SHOWN PAGING SYSTEM & BACKGROUND MUSIC 25. WHEN'IG' ISOLATED GROUND RECEPTACLES ARE REQUIRED AND THE PANEL IS E-4 PANEL SCHEDULES AND LOAD CALCULATIONS Yes Q I-_ a (SHADED QUADRANT INDICATES FACE(S) OF FIXTURE) THE MAIN PANEL. THE GREEN -YELLOW GROUND WILL BE CONNECTED TO THE z c0 z w FO WALL MOUNTED EXIT LIGHT FIXTURE + + + E-5 RISER DETAILS AND SHORT CIRCUIT CALCULATIONS Yes 0 0 > LIGHTING CONTROL TIME CLOCK INTERCO SYSTEM GROUND BUS WHERE THE GREEN GROUND WIRE IS ATTACHED. THE GREEN -YELLOW w z COMBINATION EXIT/EMERGENCY LIGHT FIXTURE WIRE WILL ATTACH TO THE RECEPTACLE GROUND AND THE GREEN WIRE WILL v �; a ® PHOTOCELL, MOUNTED ON ROOF FACING NORTH SQ LOUDSPEAKER/ TRANSFORMER/ BAFFLE/ ATTACH TO THE FRAME OF THE 'IG' RECEPTACLE. U w a SUPPORT TRUSS. (CEILING MOUNTED) w GN GROUND BAR O -•a EXTERIOR LIGHT FIXTURE WITH ARMS AS SHOWN 26. CONTRACTOR SHALL CONNECT AIR CONDITIONERS, PUMPS, FANS AND OTHER W = WALL MOUNTED EQUIPMENT. W PQ CL � 0 ON DRAWINGS � PLUG-IN STRIP WITH RECEPTACLES, 18' O.C. UNLESS IC MASTER STATION E 03 pg ELECTRICAL PULL BOX LOUDSPEAKER/ TRANSFORMER/ BAFFLE/ 27. AIR CONDITIONER BREAKER SHALL BE MARKED 'LISTED HACR TYPE' AS REQUIRED ENGINEER SEAL OTHERWISE INDICATED � C =COUNTER TRACK WITH TRACK LIGHT FIXTURE (TRIANGLES ENCLOSURE FOR EXPOSED CEILING AREASBY NEC 110.3(B). IF BREAKER IS NOT MARKED, THE OUTSIDE DISCONNECT SHALL UNDER GROUND CONCRETE ENCASED DUCTBANK INDICATE QUANTITY OF LIGHT FIXTURES) W = WALL MOUNTED D =DESK W =WALL MOUNTED BE CHANGED TO A FUSED DISCONNECT WITH RATING AS NOTED ON A/C EQUIPMENT. �9ene�cse�� BATTERY PACK WITH TWIN HEADS (CEILING MOUNT) H = HAND SET TYPE 28. CONTRACTOR SHALL MAKE TESTS AND ADJUSTMENTS AS REQUIRED UPON e�° QJ JUNCTION BOX [S 4 HORN/TRANSFORMER FOR HIGH NOISE AREAS ` `t C' BATTERY PACK WITH TWIN HEADS (WALL MOUNT) HF =HANDS FREE COMPLETION OF THE WORK AND BEFORE FINAL ACCEPTANCE BY TRE OWNER. -� JUNCTION BOX- WALL MOUNTED WP = WEATHER PROOF THE CONTRACTOR SHALL TEST THE COMPLETE ELECTRICAL SYSTEM IN THE ®,®O °�;� E N , ,• �� ®•�, PRESENCE OF THE ENGINEER/ARCHITECT FOR CONTINUITY, FUNCTION CONTROL, `•'• ®� PAEC PERFORMANCE LOAD BALANCE GROUNDS SHORTS AND TO INSURE SATISFACTORY ®�N 6t 501 •� �, -Qy.-.. JUNCTION BOX- FURNITURE SYSTEM FEED PAGING SYSTEM EQUIPMENT CABINET IC INTERCOM SYSTEM SPEAKER OPERATION ANb CONFORMANCE TO CONTRACT REQUIREMENTS. CONDUIT SEAL -OFF FITTINGS LOTION/OCCUPANCY SENSOR SYSTEM W =WALL MOUNTED 29. EQUIPMENT LABOR AND MATERIAL REQUIRED FOR TESTING SHALL BE FURNISHED PATC �SS SURGE SUPPRESSOR__can_ PAGING SYSTEM TERMINAL CABINET BY THE CONTRACTOR(S) AS PART OF THIS CONTRACT. ° 3 ICEC ®� : Si��l= C3 = SERVICE ENTRANCE DEVICE, MAX 250KA PER PHASE LIGHTING CONTROL PANEL r INTERCOM EQUIPMENT CABINET �.'• 30. AFTER COMPLETION OF THE WORK, THE CONTRACTOR SHALL SECURE CERTIFICATES 0 t •• ,, B3 = DISTRIBUTION BOARD DEVICE, SEE RISER FOR RATING DR OF FINAL INSPECTION AND APPROVAL FROM AUTHORITIES HAVING JURISDICTION (AHJ). '�i �' w°`°"""'`• 0' A3 = PANEL BOARD DEVICE, MAX 125KA PER PHASE � DOCTORS REGISTRY SYSTEM CONDUIT AND WIRING �Wa /0N M- © PASSIVE INFRARED OCCUPANCY SENSOR IC�TC INTERCOM TERMINAL CABINET 31. WITHIN 30 DAYS OF ELECTRICAL SYSTEM ACCEPTANCE BY THE AHJ, THE CONTRACTOR Timothy"°oTf��n'r'yn, PE SHUNT -TRIP BUTTON - FLUSH MOUNTED UNLESS C =CEILING MOUNT SHALL PROVIDE THE BUILDING OWNER WITH RECORD DRAWINGS OF THE ACTUAL P. E. No. 61580 ST VC VOLUME CONTROL INSTALLATION. THE RECORD DRAWINGS SHALL INCLUDE A SINGLE -LINE DIAGRAM OTHERWISE NOTED NEMA 311 FOR EXTERIOR LOCATIONS W = WALL MOUNT EDN -X IC INTERCOId SYSTEM CONDUIT AND WiRiNG OF THE BUILDING ELECTRICAL DISTRIBUTION SYSTEM AND FLOOR PLANS INDICATING THESE BICUIEREIN ARENG vine THE Y FM T Arm C DESIGNS PRESENTED HEREIN ARE INTENDED mtY FM THE SPECIFIC ELECTRIC DUCT HEATER �� WHICH U CLE P rF M PIERCE ENGINEERING INC FDR TIA/� LOCATION AND AREA SERVED FOR ALL DISTRIBUTION. THICK I)M ENTS PREPART REQ »I)RI TI RELIANii E++ UD ULTRASONIC OCCUPANCY SENSOR IF PROVIDED WITH COMPLETE FIELD MARKUPS ON THESE PLAN SHEETS THESE TIM BY VIT PIERCE ENGINN AINGA, I ATTEM AND � ADAPTATIIII BY FRIT PIERCE ENGINEERING, INC. SHALT. BE C = CEILING MOUNT SSEC THE ENGINEER SHALL MODIFY THESE PLAN SHEETS INTO SAID RECORD DRAWINGS VITHQJT LIABILITY M THE SANE CD'YRIGHT©2018, FORT MOTOR CONNECTION. I SOUND SYSTEM EQUIPMENT CABINET PIERCE EEIGINEERING, RIC, ALL RIGHTS RESERVED. W =WALL MOUNT AND PROVIDE A COPY TO THE OWNER AND TO THE CONTRACTOR AND RETURN THE ORIGINAL FIELD MARKUP TO THE CONTRACTOR. SHEET TITLE ® VARIABLE FREQUENCY DRIVE p0 PASSIVE INFRARED / ULTRASONIC OCCUPANCY SENSOR SSTC DD ST DIRECT DIGITAL CONTROL PANEL C = CEILING MOUNT SOUND SYSTEM TERMINAL CABINET =WALL MOUNT ELECTRICAL TW 1 TRANSFORMER SYMBOL LEGEND, SMS SINGLE POLE SWITCH - PASSIVE INFRARED �S-- SOUND SYSTEM CONDUIT AND WIRING NOTE: GENERAL NOTES & OCCUPANCY SENSOR TO THE BEST OF THE ENGINEER'S KNOWLEDGE, THESE PLANS AND SPECIFICATIONS COMPLY ABBREVIATIONS NOTE: SOME SYMBOLS SHOWN ON THIS LEGEND MAY NOT PERTAIN TO THIS PROJECT. WITH THE 2007 FLORIDA BUILDING CODE WITH 2009 SUPPLEMENTS AND THE 2007 FLORIDA ISSUE DATE: 03.14-2012 FIRE PREVENTION CODE. DRAWN: TCT APPROVED: TCT DRAWING NUMBER OFFICE Copy ifflo SHEET I OF 7 12004-02 A 40 SITE LICsHTINCs/POWER PLAN le) SITE LIGHTING FIXTURE SCHEDULE O N MANUFACTURER - PART NUMBER LAMPS VOLTAGE MOUNTING NO TYPE WATTS DESCRIPTION REMARKS O J Q I MH 400 208 POLE TOP PF 19' SQUARE, CUTOFF LUMINAIRE..125' NOMINAL LENS. MOUNT N SEE SITE w ONIA-KAD400M-R3-HS-PS f— LU U w Q U O 2 MH 400 208 POLE TOP FF LL iiA�Mp RR 22 MM ��qqLL ��IPE TEA�N 3� 5�HANDMHOLEEiN%ALUMOCMM�IIVELLRLENS, SEE SITE ENGINEER SEAL SLB LITHONIA-(2)KAD40OM-R3-HS-PS-120 �tOtItIE11111%a� `• �= Q 2 MH 400 208 POLE TOP TENON 3�x5NANDM�OLEEIN%LUMNOCOVER (.ENS, MOUNT 3� �. SPATE 0 SLC LITHONiA-(2)KAD400M-R3-HS-PS-180 PIPE WALL MOUNTED HPS FIXTURE, BRONZE FINISH MOUNT 12 SSEE LD LITHONIA-TWR2-250S I HPS 250 120 WALL 1T SQUARE, CUTOFF LUMINAIRE. .125' NOMINAL LENS, SITE MOUNT 3 Timothy C. Trewyn, PE SLE LITHONIA-KAD400M-R3-HS-PS I MH 400 208 POLE TOP FLAT ALUMINUM DOOR FRAME. SEE SITE 'FINAL -All THESE DOCUMENTS, AUING WITH THE COCEPTS AND OR DESIGNS PRESENTED HEREIN ARE INTENDED MY FOR THE SPECIFIC SLLITHONIA-TFR400-RB-PS 208 DF FCRA I MH 400 208 POLE TOP METAL HALIDE FLOOD LIGHT MOUNTED ON POLE AT 20'0' AFG, PROVIDE ALL MOUNTING HARDWARE INSTALLA THESE DOCUMENTS WITHOIT WRITTEN AUTHMIZATIM AND ADAPTATION BY FORT PIERCE ENGINEERING, INC, SHALL BE WITHOIT LIABILITY m THE SALE COPYRIGHT©M FORT I MH 70 120 WALL WALL MOUONTED FIXTURE, BRONZE FINISH, MEDIUM MOCA IOr ZA Om0 SLW LITHONIA-WST 70M MD MVOLT F WALL MOUNTED FIXTURE, BRONZE FINISH, MEDIUM MOU TEE SITE SLG LITHONIA-TWR2C 250M TB LPI I MH 250 120 WALL THROW, 208V (EXACT PLAN OENERAR LIGHTING FIXTURE SCHEDULE NOTES: I. VERIFY VOLTAGES PRIOR TO BID AND INSTALLATION OF FIXTURES. f0 BE PERFORMED AFTER SCALE 1 — 0 — 0 2. PROPOSED ALTERNATE LIGHTING BIDS MUST INCLUDE THE FOLLOWING: i'0' AFG. COORDINATE FINAL ISSUE DATE: 03-14-2012 A. COST SAVINGS TO OWNER. 8' 01 AFG. COORDINATE FINAL DRAWN: TCT B. PHOTOMETRIC LAYOUT OF PROPOSED ALTERNATE LIGHTING FIXTURES. APPROVED: TCT C. ABOVE INFORMATION MUST BE SUPPLIED TO THE ENGINEER (3) DAYS PRIOR TO BID. DRAWING NUMBER )FICC V%Op p 3. DEPTH OF DIRECT BURIAL POLE SHALL COMPLY WITH POLE MANUFACTURER'S REQUIREMENTS. 0 SHEET 2 OF 7 SIGNED AND SEALED ENGINEERING DRAWINGS SHALL BE PROVIDED BY CONTRACTOR. 12004-02 r a U a F- I— Q U U � w o H U) H z w 2F 2 O U N w z > O w N LU Er w 0 - to w U) > w fY Fort Pierce Engineering, Inc. Dependable Mechanical, Electrical & Plumbing Design C.A. No. 28173 315 South 7th Street Fort Pierce, FL. 34950 Phone: 772 672-4636 Fax: 772 672-4637 Nh R) O N 0 O J Q z U z w 0O > w f— LU U w Q U O 11111111NOMMENEGI Fr CO ENGINEER SEAL �tOtItIE11111%a� `• �= Q O o . . . as w� �. SPATE 0 w Hz �0 �LL Timothy C. Trewyn, PE P. E. No. 61580 as �' w z THESE DOCUMENTS, AUING WITH THE COCEPTS AND OR DESIGNS PRESENTED HEREIN ARE INTENDED MY FOR THE SPECIFIC 0 rrz A.F.G. 150MPH WITH 1.3 GUST THESE DOCUMENTS WITHOIT WRITTEN AUTHMIZATIM AND ADAPTATION BY FORT PIERCE ENGINEERING, INC, SHALL BE WITHOIT LIABILITY m THE SALE COPYRIGHT©M FORT ►= w O PIERCE ENGINEERING, INC, ALL RIGHTS RESERVED, A.F.G. CONIFIGURATIONS. ZA Om0 Fort Pierce Engineering, Inc. Dependable Mechanical, Electrical & Plumbing Design C.A. No. 28173 315 South 7th Street Fort Pierce, FL. 34950 Phone: 772 672-4636 Fax: 772 672-4637 Nh R) O N 0 O J Q z U z w 0O > w f— LU U w Q U O Fr CO ENGINEER SEAL �tOtItIE11111%a� `• �= Q O o . . . as w� �. SPATE 0 w Hz �0 �LL Timothy C. Trewyn, PE P. E. No. 61580 as �' w z THESE DOCUMENTS, AUING WITH THE COCEPTS AND OR DESIGNS PRESENTED HEREIN ARE INTENDED MY FOR THE SPECIFIC 0 rrz A.F.G. 150MPH WITH 1.3 GUST THESE DOCUMENTS WITHOIT WRITTEN AUTHMIZATIM AND ADAPTATION BY FORT PIERCE ENGINEERING, INC, SHALL BE WITHOIT LIABILITY m THE SALE COPYRIGHT©M FORT ►= w O PIERCE ENGINEERING, INC, ALL RIGHTS RESERVED, A.F.G. CONIFIGURATIONS. ZA Om0 EIXXAACT w OW0) SITE Q.F.G. 14OMPH WITH 1.3 GUST U N2rn Nh R) N J J Lj In L� O J Q z U z w 0O > J Q Q f— LU U w Q U O Fr CO ENGINEER SEAL �tOtItIE11111%a� `• ��° '� 0 O o . . . as �. SPATE 0 0 •, Timothy C. Trewyn, PE P. E. No. 61580 THESE DOCUMENTS, AUING WITH THE COCEPTS AND OR DESIGNS PRESENTED HEREIN ARE INTENDED MY FOR THE SPECIFIC PURPEISE AND CLIENT W FORT PIERCE ENGINEERING, IHC, FOR WHICH THEY WERE PREPARED. REUSE OR IMPROPER RELIANCE ON A.F.G. 150MPH WITH 1.3 GUST THESE DOCUMENTS WITHOIT WRITTEN AUTHMIZATIM AND ADAPTATION BY FORT PIERCE ENGINEERING, INC, SHALL BE WITHOIT LIABILITY m THE SALE COPYRIGHT©M FORT FOR EXACT CONFIGURATIONS. PIERCE ENGINEERING, INC, ALL RIGHTS RESERVED, A.F.G. CONIFIGURATIONS. SKEET TITLE EIXXAACT A.F.G. 15OMPH WITH 1.3 GUST SITE Q.F.G. 14OMPH WITH 1.3 GUST LIGHTING / POWER (EXACT PLAN FOR CONFIGURATIONS. f0 BE PERFORMED AFTER SUBMIT BULLHORN SHOP DWG. i'0' AFG. COORDINATE FINAL ISSUE DATE: 03-14-2012 IR TO ROUGH -IN. 8' 01 AFG. COORDINATE FINAL DRAWN: TCT 1R TO ROUGH -IN. APPROVED: TCT DRAWING NUMBER )FICC V%Op p 0 SHEET 2 OF 7 12004-02 N H N H N H N N N I N N N N N N N 15' OR 20' OR 25' I HAND HOLE WITH ALUMINUM COVER CAST FINISH GRADE REFER TO SITE PLAN FOR TYPES AND NUMBER OF LUMINAIRES PER POLE FLAT LENS CONCRETE POLE 3/40 CONDUIT CAST IN POLE - EXTEND CONDUIT INTO JUNCTION BOX #6 GRD WIRE CAST IN POLE THERMOWELD PULL BOX BROOKS PRODUCTS BRANCH CONDUIT INTO SEE NOTE 2. JUNCTION BOX 5/8"X8' CU GRD. RD. PER MFR : Y� CONCRETE FILL NOTE: I. USE EPDXY SPLICES FOR SPLICING CONDUCTORS IN JUNCTION BOX. 2. REFER TO STRUCTURAL DOCUMENTATION FOR EXACT BURIAL DEPTH. DIRECT BURIAL CONCRETE POLE DETAIL SCALE: NONE SCALESITE LIGHTING PHOT Mi2ETC_ ANALYSIS 20'-C" DRAWN: TCT MARK MANUFACTURER - PART NUMBER LAMPS VOLTAGE MOUNTING DESCRIPTION +0. +0. +0.2 +0.1 +0. +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 - +0.0 +0.0 +0.0 +0.0 U Y � 208 +0.1 +0.1 +0.1 +0.2 +0.2.2 U +0.2 +0.2 + +0.2 0.2 SLD LITHONIA-TWR2-250S I HPS 250 W WALL WALL MOUNTED HPS FIXTURE, BRONZE FINISH MOUNT MOUNT 12'-0' A.F.G. 14OMPH WITH 1.3 GUST SEE SITE 21AN FOR EXACT CONFIGURATIONS. SLE LITHONIA-KAD400M-R3-HS-PS I MH 400 208 POLE TOP 19' SQUARE, CUTOFF LUMINAIRE. .125' NOMINAL LENS, FLAT ALUMINUM DOOR FRAME. MOUNT 30'-0' A.F.G. 14OMPH WITH 1.3 GUST SEE SITE PLAN FOR EXACT CONFIGURATIONS. LITHONiA-TFR400-RB-PS 208 DF FCRA I MH 400 208 POLE TOP METAL HALIDE FLOOD LIGHT MOUNTED ON POLE AT 20'0' AFG, PROVIDE ALL MOUNTING HARDWARE FINAL AIMING TO BE PERFORMED AFTER INSTALLATION SLF LITHONIA-WST 70M MD MVOLT F +0.3 +0.3 1 70 +0.3 +0. +0.2 +0.1 +0.1 +0.0 +0.1 +u.2 +0.2 +0.2 +0.1 +0.1 +0.1 +0.2 +0.2 +0.2 +0.2 +0.1 THROW, 208V +0.1 +0.1 +0.2 +0.2 +0.3 .3 +0.3 +0.4 +0.5 +0.6 +0.6 B. PHOTOMETRIC LAYOUT OF PROPOSED ALTERNATE LIGHTING FIXTURES. C. ABOVE INFORMATION MUST BE SUPPLIED TO THE ENGINEER (3) DAYS PRIOR TO BID. 3. DEPTH OF DIRECT BURIAL POLE SHALL COMPLY WITH POLE MANUFACTURER'S REQUIREMENTS. SIGNED AND SEALED ENGINEERING DRAWINGS SHALL BE PROVIDED BY CONTRACTOR. +0.5 +0.7 +1.0 +1.2 +1. +1.1 +0.6 +0.1 +0.1 +0.4 +1.0 +1.4 +1.1 +0.5 +0.1 +0.3 +1.0 +1.5 +1.4 +0.8 +0.2 +0.1 +0.1 +0.2 +0.3 +0.4 14 +0.5 +0.7 +1.0 +1.5 +2.9 +0.9 +1.5 +2.1 +4.4 5.1 +4.2 +1.4 +0.1 +0.1 +0.6 +3.7 +5.5 +4.1 +1.2 +0.1 +0.3 +2.7 +6.2 +5.4 +1.7 +0.2 +0.1 +0.2 +0.3 +0.5 +0.6 + .6 +0.7 +1.062.7 34 +6.4++9+++++ +n s++ !S 1+ 10 1++ + 6 +1.7 +0.4 +0.2 +0.2 +0.4 + 1.1 +0.9 +1.0 +1.4 5.8 +1 ® +1.9 +1.2 +0.3 %' + 0.2 + 0.3 + 0.5 + I1 + 1.7 + 1.3 + 1.2 + 1.7 + + .0 ® + + + 2.2 0.4 +0.2 +0.4 +0.8 + +1.7 +1.6 +2.0 qk: 3.1 +4.3 +4.5 - +6. +2.1 +0.4 +2.2 +0.2 +0.4 +0.8 + �i +2.4 +3.0 +2.6 +2.5 +3.7 +6.4 +10. 0 +2.0 +1.1 +0.3 +0.2 +0.3 +0.7 + +4.7 +4.1 +3.6 .0 +0.2 +0.3 +0.2 +4.3 +6.1 +9.1 +4.1 +0.2 +0.3 +0.6 + +6.2 +6.4 +5.7 .0 +0.8 +0.8 +0.3 +5.3 +5.1 +4.2 +4.8 + 0.2 + 0.3 + 0.6 + + + .3 + 10.0 + 8.9 + 7.8 + 5.3 + 3. .0 + .5 + + 2.0 0.4 +0.2 +0.4 +1.0 + .� 3.5 7.9 +10.1 +10.4 +7.6 +7.5 +9.0 .0 7.1 +2.6 +0.6 +0.2 +0.3 +0.6 + .� +7.0 +9.9 +8.9 0 4 8 +1.8 +0.6 +8.4 +8.4 +11. 5.4 + 0.2 + 0.3 + 0.8 + +55.8 + 5.9 + 5.6 0 09 +0.8 +0.5 + 6.0 + 7.3 + 7.7 5.2 + 0.2 + 0.4 + 0.9 +1 .� 4.2 + 3.7 + 3.9 + 3.4 + 4.6 + 7.3 +11 . ® .0 0 3 +0.4 +0.6 +0.2 +0.5 +0.9 +1.1 2.5 +2.2 +2.5 +2.3 +3.5 +5.6 +21. .0 0 4 +0.6 +1.0 + 0.2 0.4 0.8 1.7 1 6 1. + 25. + 2.0 + .5x1.4 + + + 8.4 + 0.7 + .6 0.6 + 0.6 .9 + 0.5 + 0.2 0.6 + 0.6 48. 2.3 3.2 + 6.1 1.9 + 0.2 } 0.3 + 0.6 1.3 +1.37+1.3 + 1 1 + 1.3 + 1.5 + 0.9 + '-1.0 1.4.0 N+2.5+1.3 + 0.6 + 0.2 + 1.8 2. + 1. + 1. + 1. + 0. + 1. �' 0.8 .8 TO:; + 1. + 4. + 1. + 2, + 1. + 0. } 0. 1.3 +0.2 +0.2 +0.5 +0.8 +0.8 +09 +1.2 +1.6 +2.0 2. +2. +2. +1.E.+1. +1. +0.8 + .0 +1. +1. +1. +2. +1. +1. +1. +1. +1 2 0 +2.6 +0.6 +0.2 +0.1 +0.2 +0.4 +0.6 +0.7 +07 +1.3 +2.1 +2.7 1-7 +4.1 +333 +2.5 +1.9 +1.1 +0.8 +1.3 +1.8 +2.3 +3.3 +3.8 +3.2 +2.3 4JI9 +1.7 +1.6 3 1 +3.9 +4.4 +2.1 +0.5 +0.1 +0.1 +0.2 +0.4 +0.7 +1.0 +12 +1.2 +2.8 +4.6 +6.6 +5.4 +4.4 +2.6 +1.7 +1.9 +1.7 +2.7 +4.1 +4.8 +5.8 +4.8 +4.1 +2.8 +2.0 +2.8 3 8 +5.0 5.1 +1.9 +0.3 +0.1 + 0.1 + 0.1 + 0.2 + 0.5 + 1.1 + 18 + 2. + 3.2 + 6.0 + + 9. + 8. + 5. + 3. + 2. + 3. + 2. + 2. + 5. + 8.2 + + 8. + 5. 3. +-1+- + 3. + 4. 5 1 4. + 3.5 + 1.0 + 0.4 + 0.2 + 0.1 + 0.1 + 0.1 + 0.3 + 0.7 + 1 2 + 1. + 4.5 + 6.7 + 10. + 9. + 6. + 3. + 2. + 2. + 2. + 4.1 + 6. + 8. + 0. + 8. + 6. + 4. + 3. + 4. 5 + 4. 8 + 0.3 + 0.2 + 0.1 +0.1 +0.1 +0.2 +0.5 '07 +1. +2.4 +4.6 -11 1117-1P1 +� 6.1 �' + 0.9 + 0.3 + 0.1 ++0.0 0.0 v +0.0 +0.0 +0.1 +0.1 +02 + + + rA + + + + + + Q-71 +-+ 1 + A1 + 1 + + + + + + + + 0 .2 +0.3 +0.1 +0.0 +0.0 +0 +0.0 +0.0 + + + + + + + + + + + + + + + + + + 0.1 +0.1 +0.0 +0.0 +0.1 +0.1 +0.2 +0.2 SCALESITE LIGHTING PHOT Mi2ETC_ ANALYSIS 20'-C" SITE LIGHTING NOTES: THIS PHOTOMETRIC ANALYSIS SHOWS FOOT-CANDLES OF LIGHT AT THE APPROXIMATE SURFACE OF THE PARKING LOT ON THE CHURCH PROPERTY AND THE SURROUNDING AREA. THE TYPE "SLA" FIXTURE IS A FULL CUTOFF 40OW MH LUMINAIRE MOUNTED AT APPROXIMATELY 30 FEET ABOVE THE PARKING LOT SURFACE. THE BUILDING HEIGHT AT THE TOP OF THE ROOF IS APPROX. 25 FEET ABOVE THE BUILDING FLOOR. THE FIXTURE USED WAS A LITHONIA KAD400MR3. THE TYPE "SLB" FIXTURE HAS (2) FULL CUTOFF 40OW MH LUMINAIRES MOUNTED APPROXIMATELY 30 FEET ABOVE THE PARKING LOT SURFACE. THE FIXTURE USED WAS A LITHONIA KAD400MR3. THE TYPE "SLC" FIXTURE HAS (2) FULL CUTOFF 40OW MH LUNINAIRES MOUNTED APPROXIMATELY 30 FEET ABOVE THE PARKING LOT SURFACE. THE FIXTURE USED WAS A LITHONIA KAD400MR3. THE TYPE "SLD" FIXTURE IS A WALL MOUNTED 250W HPS LUMINAIRE MOUNTED APPROXIMATELY 12 FEET ABOVE THE PARKING SURFACE. THE FIXTURE USED WAS A LITHONIA TWR2 250S THE TYPE "SLE" FIXTURE IS THE SAME AS TYPE "SLA" EXCEPT WITH PER MOUNTED 40OMH FLOOD LIGHT. THE FIXTURES USED WERE LITHONIA KAD400MR3 AND LITHONIA VR400M R8 THE TYPE "SLF" FIXTURE IS A WALL MOUNTED 70W MH LUMINAIRE MOUNTED APPROXIMATELY 9 FEET ABOVE THE PARKING SURFACE. THE FIXTURE USED WAS LITHONIA WST70MN MD THE TYPE "SLG" FIXTURE IS A WALL MOUNTED 250W MH LUNINAIRE MOUNTED APPROXIMATELY 18 FEET ABOVE THE PARKING SURFACE. THE FIXTURE USED WAS LITHONIA TWR2C SITE LIGHTING FIXTURE SCHEDULE DRAWN: TCT MARK MANUFACTURER - PART NUMBER LAMPS VOLTAGE MOUNTING DESCRIPTION REMARKS NO I TYPE I WATTS GREET 3 OF 7 12004-02 SLA LITHONIA-KAD400M-R3-HS-PS 1U- a 400 208 POLE TOP 19' SQUARE, CUTOFF LUMINAIRE. .1251 NOMINAL LENS, ALUMINUM MOUNT 3o, -on A.F.G. 15OMPH WITH 1.3 GUST SEE SITE PLAN FOR EXACT CONFIGURATIONS. SLG LITHONIA-l2iKAD400M-R3-HS-PS-120 2 U Y � 208 POLE TOP !ELAT Q� CU p�F L� PIPE TM 3'xT5' HANUuD �N�pp�IfjEW��2p�u,�10��N�lEL LENS, SEE SITEOPLANAFOR.EIXXAACT CONFIGURATIONS. SLC LITHONIA-(2DKAD400M-R3-HS-PS-180 2 U 400 208 POLE TOP PIpE T NOEt� 3 5qFHANDMHOLEEIN%ALUMOnI A,1L LENS, MOUNT 30'-0' A.F.G. 150MPN WITH 1.3 GUST SEE SITE PLAN FOR EXACT CONFIGUMIIONS, SLD LITHONIA-TWR2-250S I HPS 250 W WALL SITE LIGHTING NOTES: THIS PHOTOMETRIC ANALYSIS SHOWS FOOT-CANDLES OF LIGHT AT THE APPROXIMATE SURFACE OF THE PARKING LOT ON THE CHURCH PROPERTY AND THE SURROUNDING AREA. THE TYPE "SLA" FIXTURE IS A FULL CUTOFF 40OW MH LUMINAIRE MOUNTED AT APPROXIMATELY 30 FEET ABOVE THE PARKING LOT SURFACE. THE BUILDING HEIGHT AT THE TOP OF THE ROOF IS APPROX. 25 FEET ABOVE THE BUILDING FLOOR. THE FIXTURE USED WAS A LITHONIA KAD400MR3. THE TYPE "SLB" FIXTURE HAS (2) FULL CUTOFF 40OW MH LUMINAIRES MOUNTED APPROXIMATELY 30 FEET ABOVE THE PARKING LOT SURFACE. THE FIXTURE USED WAS A LITHONIA KAD400MR3. THE TYPE "SLC" FIXTURE HAS (2) FULL CUTOFF 40OW MH LUNINAIRES MOUNTED APPROXIMATELY 30 FEET ABOVE THE PARKING LOT SURFACE. THE FIXTURE USED WAS A LITHONIA KAD400MR3. THE TYPE "SLD" FIXTURE IS A WALL MOUNTED 250W HPS LUMINAIRE MOUNTED APPROXIMATELY 12 FEET ABOVE THE PARKING SURFACE. THE FIXTURE USED WAS A LITHONIA TWR2 250S THE TYPE "SLE" FIXTURE IS THE SAME AS TYPE "SLA" EXCEPT WITH PER MOUNTED 40OMH FLOOD LIGHT. THE FIXTURES USED WERE LITHONIA KAD400MR3 AND LITHONIA VR400M R8 THE TYPE "SLF" FIXTURE IS A WALL MOUNTED 70W MH LUMINAIRE MOUNTED APPROXIMATELY 9 FEET ABOVE THE PARKING SURFACE. THE FIXTURE USED WAS LITHONIA WST70MN MD THE TYPE "SLG" FIXTURE IS A WALL MOUNTED 250W MH LUNINAIRE MOUNTED APPROXIMATELY 18 FEET ABOVE THE PARKING SURFACE. THE FIXTURE USED WAS LITHONIA TWR2C SITE LIGHTING FIXTURE SCHEDULE DRAWN: TCT MARK MANUFACTURER - PART NUMBER LAMPS VOLTAGE MOUNTING DESCRIPTION REMARKS NO I TYPE I WATTS GREET 3 OF 7 12004-02 SLA LITHONIA-KAD400M-R3-HS-PS I MH 400 208 POLE TOP 19' SQUARE, CUTOFF LUMINAIRE. .1251 NOMINAL LENS, ALUMINUM MOUNT 3o, -on A.F.G. 15OMPH WITH 1.3 GUST SEE SITE PLAN FOR EXACT CONFIGURATIONS. SLG LITHONIA-l2iKAD400M-R3-HS-PS-120 2 MH 400 208 POLE TOP !ELAT Q� CU p�F L� PIPE TM 3'xT5' HANUuD �N�pp�IfjEW��2p�u,�10��N�lEL LENS, SEE SITEOPLANAFOR.EIXXAACT CONFIGURATIONS. SLC LITHONIA-(2DKAD400M-R3-HS-PS-180 2 MH 400 208 POLE TOP PIpE T NOEt� 3 5qFHANDMHOLEEIN%ALUMOnI A,1L LENS, MOUNT 30'-0' A.F.G. 150MPN WITH 1.3 GUST SEE SITE PLAN FOR EXACT CONFIGUMIIONS, SLD LITHONIA-TWR2-250S I HPS 250 120 WALL WALL MOUNTED HPS FIXTURE, BRONZE FINISH MOUNT MOUNT 12'-0' A.F.G. 14OMPH WITH 1.3 GUST SEE SITE 21AN FOR EXACT CONFIGURATIONS. SLE LITHONIA-KAD400M-R3-HS-PS I MH 400 208 POLE TOP 19' SQUARE, CUTOFF LUMINAIRE. .125' NOMINAL LENS, FLAT ALUMINUM DOOR FRAME. MOUNT 30'-0' A.F.G. 14OMPH WITH 1.3 GUST SEE SITE PLAN FOR EXACT CONFIGURATIONS. LITHONiA-TFR400-RB-PS 208 DF FCRA I MH 400 208 POLE TOP METAL HALIDE FLOOD LIGHT MOUNTED ON POLE AT 20'0' AFG, PROVIDE ALL MOUNTING HARDWARE FINAL AIMING TO BE PERFORMED AFTER INSTALLATION SLF LITHONIA-WST 70M MD MVOLT F I MH 1 70 1 120 WALL WALL MOUNTED FIXTURE, BRONZE FINISH, MEDIUM 208Y MOUNTED AT 9b1 AFG. COORDINATE FINAL LOCATION PRIOR TO ROUGH -IN. SLG LITHONIA-TWR2C 250M TB LPI::d I MH 250 1 120 WALL WALL MOUNTED FIXTURE, BRONZE FINISH, MEDIUM MOUNTED AT 18' 01 AFG. COORDINATE FINAL THROW, 208V LOCATION PRIOR TO ROUGH -IN. GENERAL LIGHTING FIXTURE SCHEDULE NOTES: I. VERIFY VOLTAGES PRIOR TO BID AND INSTALLATION OF FIXTURES. 2. PROPOSED ALTERNATE LIGHTING BIDS MUST INCLUDE THE FOLLOWING: A. COST SAVINGS TO OWNER. B. PHOTOMETRIC LAYOUT OF PROPOSED ALTERNATE LIGHTING FIXTURES. C. ABOVE INFORMATION MUST BE SUPPLIED TO THE ENGINEER (3) DAYS PRIOR TO BID. 3. DEPTH OF DIRECT BURIAL POLE SHALL COMPLY WITH POLE MANUFACTURER'S REQUIREMENTS. SIGNED AND SEALED ENGINEERING DRAWINGS SHALL BE PROVIDED BY CONTRACTOR. I - z w 0 U N z W_ W it D ' ry w 0- 0 W W of Fort Pierce Engineering, Inc. Dependable Mechanical, Electrical &Plumbing Design C.A. No. 28173 315 South 7th Street Fort Pierce, FL. 34950 Phone: 772 672-4636 Fax: 772 672-4637 0 0 rn w >_ In F.:a W0 ne U)oL F- �-w z 0 z XD LL zA Om5 w 0Jrn LL, U N2IN N � M > J J IL WTI z m 0 F- a z z w o � a Q W U w a 0 D w rr 44 X co ENGINEER SEAL sItIfIllf t a a315F�0 .�: STATE O m je' ON A Timothy C. Trewyn, PE P. E. No. 61580 THESE DOCOENTS, ALM WITH THE CONCEPTS AND OR DESIGNS PRESENTED HEREIN ARE INTENDED ELY FM THE SPECIFIC PURPOSE AND CLIENT W FORT PIERCE ENGINEERING, INC. FOR VHOCN THEY VERE PREPARED. REUSE OR IWRO'ER RELIANCE ON THESE DOCUMENTS V1TFWf WITTEN AUTHOtQATION MID ADAPTATION BY FORT PIERCE ENGINEERING, INC. SHALL BE WITHOUT LIABILITY TO THE SANE CUPYRIGHT©2012, FORT PIERCE FENGINEFJINbN ERI G, DSC, ALL RIGHTS RESERVED: SHEET TITLE SITE LIGHTING PHOTOMETRIC ANALYSIS ISSUE DATE: 03-14-2012 DRAWN: TCT APPROVED: TCT DRAWING NUMBER e 20 GREET 3 OF 7 12004-02 ® SCALE 1/8" = 1'-0" V .ES OFFICE COPY Mz W Z O z w 0 N O Of w Tn w Fort Pierce Engineering, Inc. Dependable Mechanical, Electrical & Plumbing Design C.A. No. 28173 315 South 7th Street Fort Pierce, FL. 34950 Phone: 772 672-4636 Fax: 772 672-4637 O O rn w F- Q W a wa� FO V) F- W Z O z �D w z A Omo w Owrn U N 2 Pn rn N � M > J J LL W z m O J Q z U z W OJ 0 Z U W U w a W w OD a a_ oa U ENGINEER SEAL sr N 1 d✓ m b+ ii C S 0 o r, -c L , b "•&f � Y." •qi *aim N At Timothy C. Trewyn, PE P. E. No. 61580 THESE DOCUMENTS, ALONG WITH THE CONCEPTS AND OR DESIGNS PRESENTED HEREIN ARE INTENDED ONLY FOR THE SPECIFIC PURPOSE AND CLIENT OF FORT PIERCE ENGRIEERING, INC, FIR WHICH THEY WERE PREPARED. REUSE OR IMPROPER RELIANCE IN THESE DOCUMENTS WITHOUT WRITTEN AUTHORIZATION AND ADAPTATION BY FORT PIERCE ENF,IIEERING, INC. SHALL BE WITHOUT LIABILITY TO THE SAME. COPYRIGHT ©2012, FORT PIERCE ENGI EERIK% INC, ALL RIGHTS RESERVED, SHEET TITLE ELECTRICAL POWER SYSTEMS PLAN ISSUE DATE: 03-14-2012 DRAWN: ACT APPROVED: TCT DRAWING NUMBER E-2 SHEET 4 OF 7 12004-02 EMENEEMN Fort Pierce Engineering, Inc. Dependable Mechanical, Electrical & Plumbing Design C.A. No. 28173 315 South 7th Street Fort Pierce, FL. 34950 Phone: 772 672-4636 Fax: 772 672-4637 O O rn w F- Q W a wa� FO V) F- W Z O z �D w z A Omo w Owrn U N 2 Pn rn N � M > J J LL W z m O J Q z U z W OJ 0 Z U W U w a W w OD a a_ oa U ENGINEER SEAL sr N 1 d✓ m b+ ii C S 0 o r, -c L , b "•&f � Y." •qi *aim N At Timothy C. Trewyn, PE P. E. No. 61580 THESE DOCUMENTS, ALONG WITH THE CONCEPTS AND OR DESIGNS PRESENTED HEREIN ARE INTENDED ONLY FOR THE SPECIFIC PURPOSE AND CLIENT OF FORT PIERCE ENGRIEERING, INC, FIR WHICH THEY WERE PREPARED. REUSE OR IMPROPER RELIANCE IN THESE DOCUMENTS WITHOUT WRITTEN AUTHORIZATION AND ADAPTATION BY FORT PIERCE ENF,IIEERING, INC. SHALL BE WITHOUT LIABILITY TO THE SAME. COPYRIGHT ©2012, FORT PIERCE ENGI EERIK% INC, ALL RIGHTS RESERVED, SHEET TITLE ELECTRICAL POWER SYSTEMS PLAN ISSUE DATE: 03-14-2012 DRAWN: ACT APPROVED: TCT DRAWING NUMBER E-2 SHEET 4 OF 7 12004-02 LIGHTING SYSTEMS SCALE 1/8° = 1'-0" LIGHTING SYSTEMS NOTES INSTALLING CONTRACTOR SHALL CAREFULLY EXAMINE AND CARRY OUT THE RETAIL AREA LIGHTING PLAN AS SHOWN PER OWNER DETAILED SPECIFICATIONS. 1. SEE LIGHTING CONTROL DETAILS ON SHEET E-5. 2. NO FIXTURES ARE AIR -SEALED. UNDERSIDE OF ROOF DECK IS INSULATED. 3. AT LEAST 50 PERCENT OF PERMANENTLY INSTALLED LIGHTING FIXTURES ARE SPECIFIED WITH HIGH EFFICACY LAMPS PER FBC 404.1. 4. ALL BATTERY POWERED EMERGENCY LIGHTING UNITS ARE TO BE CONNECTED AHEAD OF TIME CLOCKS, BUT STILL BE CONNECTED TO THE SAME GENERAL LIGHTING CIRCUIT IN THE AREA COVERED BY THE LIGHTING UNIT TO PROVIDE LIGHTING IN THE EVENT OF A UTILITY POWER OUTAGE. 5. "K" FIXTURES ON CIRCUIT P22-17 NOT ON LIGHTING CONTROL. FOR SAFETY OF EMPLOYEE OPENING AND CLOSING THE STORE AND FOR THE NIGHT LIGHT. X w z O U) Z W 0 >- o Lr LJ U) w rr P, Fort Pierce Engineering, Inc. Dependable Mechanical, Electrical & Plumbing Design C.A. No. 28173 315 South 7th Street Fort Pierce, FL. 34950 Phone: 772 672-4636 Fax: 772 672-4637 O O n w U) 1-:Q w� w� �O U)LL �- I.,_i z 0 z rr I— W O z A 0 C0 W O W 0) U N2rN N 0 � > J O a Z � z w O 0 a U F— j Q W U a Ldw o W Qc 00 ENGINEER SEAL e r ites .53 `' ' C3 .� � & N' Timothy C. Trewyn, PE P. E. No. 61580 THESE DOCUlENTS, ALM WITH THE MWEPTS AND at DES12S PRESENTED HEREIN ARE INTENDED ONLY FOR THE SPECIFIC PURPOSE AND CLIENT IF FORT PIERCE DO EERIWk DIG Fat VHDCH THEY WERE PREPARED. REUSE OR 1HPROPER RELIM as THESE DECUIENTS WITH WT VRTM AUTH 3=TON AND ADAPTATON BY FORT PEM EWDEERING, INC. StW1 BE WITH (W LIABDITY TD THE SALE. COPYRIGK C MZ Fair PIERCE ENODEERING, DIC, ALL RIGHTS RESERVED, SHEET TITLE ELECTRICAL LIGHTING SYSTEMS PLAN ISSUE DATE: 03-14-2012 DRAWN: TCT APPROVED: TCT DRAWING NUMBER e 3 SHEET 5 OF 7 12004-02 I PANEL: I ...................... 11.1,.,.,.�-I.."%,%".�-11�-��-11�.".,�%"�,.� - - I - ......... � ........... -_ VOLTAGE: I --- -_ BUSIBREAKER AIC RATING: � 11 I RATING: , .... .......... N., 200A --"",..,..,.-,�"."..,.."",� ... .. . ... . .. ........ ­'.".­-­­ '.'-"'.1_11'. MAIN, CONNECTION;, . I � I I. . - - . I . 1. 1. 1. I MLO . DEVICE FAMILY: ...... I .................. � ...... � ... � ........ � . .................... � ............................ 60. 0 00 OR EQUAL RATING: I � I I CONNECTM . 1201208V 3PH I I DESCRUPTION 22KAJ22KA. � I I I I I I.. - I 1100A. I I I I I ­­. I .1 11 11 11 I � 11 I I..'', 1. I - I .1 I - .11, "I I I LOCATION: I MOUNTING: . 11 � I - 11 MAIN CONNECTION: I I . P1 , , t: ll;:;':;l.1N,. .1 :111.1-;..'.. 4. ill .. .0 ,.:I ... 11 ii'lliIiiiiiIiIiiii 11 ; N. I 11 1. 11 I 1111 I I 11 ... 111 � III I I I I I I . N'lll I 09 !::; I ...' 11 I 11 1.11 .1 1 � I I . I I I I SURFACE NEMA 3R 201 1 MLO ,FED ... FRP.W... .... .. - . .. ...... ­­­­ ... 11 .... 1. ... ,..,,.,,.,..........,.....,.,D.E,V.I,C..E,.,F.A.M,I,,L.Y,:,, .... � .. ­­ ... M .1 M I _:::;_' .! .1 i.; . . .: 7M:M'!Mj'j:jz N!ji-, 0 75 ... i .! !? . , . ? .. : 1,11 ., .. .... � ­.. ...... ..' ... ..... .. --..... ­­ ... .. - .... .."'..1. I I 1 30 POLE PANEL W CORNER .11, I 11 ­­ 11 1-1 ... I—— ... ... "...-II.I.-I., � 1. I .. ...... 1.1.11''.."11.1 ......... 1.11 1.1-1-1.1-11.1 ... ". 1- � I I - __ 8 - WIREWAYIFUSED DISC. � SQ. D 00 OR EQUAL . - DESCRIPTION � W U'J I ff N 2 11� I C94RECTM KVA ' P 110 - CONNECTED KVA P T -C 1;_ w W W �C!c 0� " a M � 0 DESCRIPTION 6 ;;�; am A B C No. 0. No. A 8 C ; - -------- TOILET RM REC 12 20 . I i � . .1 i�iiiiiii��iiii�,'iiiliiiiili..�� I .Z..Ill.,!..........-,."....�,.�:.. !,:.- ..... . - 'i-2:i7ii ­. .. 0.36 .-M I I! *iv. .. . _V... 2 1 ; 1 i " q MIM - III .11111 -, , i 21 gl! !!!l!!!!l!1!!!!!!!!! MEN 12 RECEPT.3 TO) LET RM LIGHTS 12 20 .. 1: - ...- ,. ; t ii". - F I .......I"iii,.....""ii'.�'..,-.....* ;-7 %. 0.38 Iiiiiiii Iiiii ... ill :.i. 3 .j;: ... :i: I 1 'I ` - -i � i ' `1 _ . i._11f: :i ' 4 4 I jijl�il i .... " i*�-l'i".�',�"'iiiii,�l".iiiiiiii,��� I '........ III 14 .! -.�11: om I 12 RECEPT. N,W FLOOR RECEPT 12 FLOOR RECEPT 12 __"' '.1 _* Ew 5 6 I1.11111: 11111 -.2, . ;;.i.:­l$i;i;:;:q q; i 1 III I; z .: I: I � ; I .%; I: i§43:; ; ,.:i:.;'T:i;: I ... I i 1: 7 ­; ::::: t 1 i."": . N - i 1:: III I'%; III gI.i''.I � 1 12.25 10 WTR. HTR, JAN. CLOS. SPARE 90 I '�Iil 0 11�11` 111 111111111"I -0.36 11,1111111111111 �?!,!"il.,illi�.i�...'i'i'�l.'..,���..�.I i� j i " ' 1,::, :i I 1 : I N - I I - -i r I, 1 : I 1, i-- --- - ME. , 1111" 0 :;;..;:.::!::::z::::;.,;:t.,:I:.:.;;Ii� . I.I.-mMIMIM �:! M I : !;;:!� . I ...3 i ::. 1 Ni i�iiitzl; III.! 1 . , .;.I;!;.i I i .:.i..Nt...t._: ::.001 RI RECEPT.E SPACE L -LIGHTS ROWS 1,2 JAN. CLO 12 EXT. WALL LIGHTS W,S WALL . 112 20 I � 7 I r 1 ' 1.5 !-".',,;Illl.i�*11I..,*,*..!"I�i!"!..,�-.....".2i,-...,!!-..iiiiiiI t' 1 !, � - !*-'*Iillll!Fii'll'�ililll.""�illI 7 - 8 -i-o-mwl' : : q . : ! ' � 'i.,�,'..,',..11.�l�,..."I:iviii.I 2 25 ..�,'.,�,".."'...�'....',�..ii.-�.'.��.�;i�','.�.;;..."IllI I a 10 L -LIGHTS ROWS 3,4, COUNTE 12 _ EXT. WALL LIGHTS EAST WALLS 12 20 i ;i 1 1!1,�'jillillillillillill"'�llil' : .:;11M 9 . 1.2 � - I I* i! 104 III i M . I. I - � I 'iM;;jj;i]i4 i I 11 i- " 11111 I i Ri i I 0 1 *******"'*"*' - * """""'i "' I $PACE SPARE EXT. WALL NOk*, -STORE ENTR. 1 2 1 _20 -1 I I I I - 7 I I Iill��,;: !'' 0.54 1 1 I , 12 I ... .. ..I... - ....;;;: !I: I I I 31,, MIMI. li. IM! ..11 ,��,...,,..�--...--....--i.--ii--i,.,,�.!..."..�,,.-..";..,i.....,-....-..-........., : .. 0 1. .1 _ . 11 ... ... 1 , 1'' : .. i. ."�i W. I SPACE - SID ARE SITE LTS SE 20 -_ 2 I 1.15 J" 14 1.15 WiligI11111111111 2 20 10 SIT= LTS N . 10 = 16 ;::i:; :I; 31i'�: i I;:;:; 115 g";;';;" 10 SPACE SITE LTS E - 10 20 = 18 11,11-11111-i- 1.15 2 I 120 10 ,,-,IT= I.TS NW SPACE - 10 I 1.6 iiiil!l,ii!ii!ii,iiii.i4iiiiii.ii�,iiiiiiiiiiii',.Iiiiiiiiiiiiiiiiiiii..; . .111,111 1",'Iiiilll'-"-illilillil!lllllI 19 11 20 1111111.1ilill _ . ;III 1 111 IT 1,15 ili'%lilll 1;jijiiN= - 10 SPACE SPACE ___ 1. - .... 1. 1. ,11-111i �il....'.,.."....."�.!."."����.i".,.'�'�!1.0...."!.ii--��*1 0 ". 21 22 iiiii1lililill I " . Mom; 11 .. '11111 0 1 ]I 1i iiii", Iiiiiiii : IN :: V11111111111 11 11111,11 I AHU-4 SPACE SPACE __ - - H-110111mij --- 1!�i-i;i�;�4l�ii:z-i:]:iii;;i:�l,!!...�---,.ii,---�-iiii!lilll,.,"311lilor 23 � ii - 24 I;i;;i1;ii 1 , i ;iI-N:;­q ME III I;;; I qfi� 0 I i 1 1 SPACE - SPACE - M.: qvii Pi �im; I I I z I Ill . i 25 " �i I t' o ilililll* 26 I, 0 1= l!m!!m!1i!!mll1!lI!!l!11 i 1:iV4f Ni I. i;i4:,11:4:1,:4.!zi,:;!:i�l:lii,i���411�l�;11; ijiglmli !::7 q 11:11Mi, I 11 : 011 !I -ii; 1 0 0: 1 -1 I !i:$ .' I SPACE SPACE 3.44 - wIllili$11 0 27 11 2_8 I . t1i;1i 1111111".. ji':! .;! 'I:*:i:ii :ii -11 .. I 0 Mi ""' � : .. . 3 __ I SPACE SPACE __'Em... . z I ' " "I il i!. "I 111III-I il'i'il.!.:,Ii�,�,�...".,�rl'i-, 0 29 1111-1111111 11-11 �� I 30 �i � iiiii;iiii . I ziI­1:;iwir:Zi7i�:; 1 " w 11;i;1 i 0 I SPACE - - . :1 il . . I I 'I; ill " :1 ii. I; I;* .. 11 - I .11 Ili :;.,. " 31 iiiiiiiiiiiiiiiIIIIIIIIIIIII 11 ill'.1;"..." "' liil�,11'1 - ; if;;:::;. . - 31i:4 1,1111 iilti; I � 4i� :i i I;5i; ! 4! 32 !,.,;,;�;���il..�i'--'�'�..!'!'."�!".il�"'�iii!I :;1- I I .. i :ii�i ;lwgi; I NO SPACE NO SPACE NO SPACE 1z ME !I;; I! :;; I.- . ... !I. ;I; .. I. ii I i ,4 1N. -I , -.--1 :IM .... �, � I lHiiiii-t in 1! - :1 I. 1 I "I 111i1iTl1iiiiii I I I.. ", I i * i�l'i�ei,.ii'l,i���;.��!,!'.i�!."i.1'I � ; ' * I ; I "I" my! "Il. .�i*."�i"li�"...'�iii'.��.;�...�l...i**"i,��"I 11 � 3 "' 34 i 111, I .... . Fil 1. , - - i: I * i I Ili 11111111-1i !!I1!1!I!!IIl1!!!jl!!1I1I1�l 'i", i ; I mi! .-I!11111 "iiIiiii,11 I I! ' li'�I!i.i �.�---".'i ."*"III, __ I NO SPACE NO SPACE it I . .... I : 1,111 I ';!!.:'-j1 ,:: 5.4 �����ili��!����!l���ll!;�,���l!iil�ll�!::":3ii":,;;;;i:�'i::!Iiii4i, I:- : , mffi 1, am I! - . . 11 I! I I !' i. i " iiiizfl � 1 iii........ $1 e.._.; " _11111 I .i.... ... ?, Ili -1'1"" I .. . 1101M I'll I . .... I !Ili ,I __ 0 . I-"" 4 35 I. "; " 1 I, ", M I i;111, 11 w. . 11111.11 ., � I , I iill 'll... 36 , IF;;: 1! ; EN i7i ,;I'­iiiI';';1 zi-Iiiiiiiiii . Ii-iM. 11ii llilli' I I I . Ii::1;j".l' i!l ! I .1 1 1114.1:w -i .. -M- I siii 1111111i".11 !1I -1 -; v­,;N;N H ... " - I NO SPACE NO SPACE - 34 I ..l.;' I _'i,i.. I - '_ .i '! 37 F IiIiiiiiiiiiIIIIIIIIII� 38 ..; . _j __ llill,*,r"�'.'Iill,"11!lliilllllI Fi0iiiiDiii1lilililli! - 0.00 NO SPACE NO SPACE - I : 1t:ir.F' �, T:::i::i�'; : �Mz ii;Z1 � ... - L:::::;;;� !iiiiiiiiiiiiii!ii!iiiiiiiiiiiiiiiiiiI '.:;z:1::' D.4 35 !!1l!i!i0l!ll1IIm!l!i!1 -"iii MIM 39 40 1!I11!I!I!!!I!II!!I!Ili II 1IIIIIIIIIIIIIIIII 111111111111111-1 0.00 NO SPACE NOSPACE 1 ---I ­`­ "r :. r,_ 1;. :: ii.i.�.i.,�.!�,..,..,3......-.!".�i....,..,..,.."......-il�ii,i.��*".i3:'.�ii.i�i'.*'.�.i"",�,...I,...i,..",......."......i,�";...!".!�iii-li,.!,�..";.�...�."!.i�:"��.�; 1 i` M i a - 7- -, ..' "., I -1 11, "11I 1. ..". 111 11 011 ..." I, -.11,11 I111 I 1 1, il I I; I:. �1 41 - . 38 7 'I" .7 i* I � SPACE 1 - - ___ SPACE 4.61 2.73 2.14 TOTALI 4.791 1.39 3AL 19.1 1 TOTAL CONNECTED KVA I SERVES - CONNECTED LOAD - KVA DF CALCULATED DEMAND - KVA - LIGHTING - � 13.72 - 1.25 I SPACE 17.15 RECEPTACLES (FIRST 10 KVA) SPACE I . - 10.36 107 TOTAL CONNECTED KVA 1 1 ICONNECTED LOAD - KVA 0.36 RECEPTACLES (OVER 10 KVA) LIGHTING 0.0:0 i :1 i! 0.5 ---. 0.00 LARGEST MOTOR 5.76 0.48 1 115 1 5.76 0.60 - OTHER MOTORS . ..1I;i'­,';'i;,'fl;1 -1 . . . . . . . .1 - 0 41 0.00 1.25 - I I LARGEST MOTOR 0.00 EQUIPMENTIHEAT 1.25 4,50 24.88 - 1 76.69 4.50 1 26.6: 76.69 EQUIPMENTIHEAT A 0.00 0.00 - - __ 0.00 KJTCHEN EQUIPMENT 0.00 � I 24.41 0.00 - . - I 1 1 0.00-- TOTAL DEMAND KVATOTAL DEMAND KVA EQUIPMENTIHEAT 1100 22,61 TOTAL AMPERAGE 1 1 I 0.00 62.76 � - . I 0.00 103.00 TOTAL AMPERAGE i � NOTES: � .... - ........... 11 ..... .... --1 .... ­­_­ .. ............. 11 ........................ ­­ ....... ...... ...... ,� ....... � ... � ..... ­ ... ­ .................. � ......... 1-1 ....... 11 ................ I ... - ..... � ... .... ........... -1 ................ 11 ... 1.1- ...... I . ... ...... I ... ­­­ .............. � ................. � .......... � ........ - ....................... � ................ . 111.11����..,.,.,.....,...,...'��.I.I....'I 1. VERIFY ELECTRICAL REQUIREMENTS FOR ALL EQUIPMENT WITH ­­ ............ ­: ........... ­­­ .......... q .................................................... ................................. ....... . .... ­ .......... ­­­­­ .... t MANUFACTURER S MANUAL PRIOR TO .. .. :� ..... ­­ ................................. ­­ .... ­­ ....... � ........ - ..... __ ..... � ............ � ........... � ......... � ...... __ .... - ...... __ ................. � ...................... __ ...... . � ... ......­ ............................... BIDDINGAND INSTALLATION., . ­ ...".- - -11-1.1..", ..... . I_- .... ... ­ I., ... 11-11.1'... 1-1-11 I 1. � I -1 �.I... - 11- I ­ ... I - - I'll I - I 1.11 ­'.....". I.., 11 I .. . .... .1 I 1.11 1. I-- - I.., ­­ .. � � ..' I.- ..... ... '­. I ...... 11 I 1.1.11.11'.... ­­­ --.1'.."...".1.1 .. ­ � .......... I.." .11.11 I .... � ...... � ....... ­­­ ... ­..' ........... � ...................... � ............ �� ..... .............. � ................. � ................ ......... _-._1-_- ... ... ...... ...... -"--1-- ... .... ... %'� �­ ... 1.1- ... I.- ...... I .... 2. PROVIDE TYPEWRITTEN DIRECTORY ON INSIDE OF PANEL COVER. I I .. .... ­ ­­.. ­ "I �.. 1-1111 . I I ­ I . .1 -11.1 1.111, I . 11-11 ..."11.1111I.I.. ­­­ .. I 11 I'll, 1-11 I.- . 11 11 � ... �. - -1 ­... - I "I'll., I .......... � .................... I%- ................. � ........ I—— ... � ............ - I .11.11 . .... 1.111.11, " 1_1 .­ I 11 I I..". 1.11.1.11''...-I 1. I ­.­ - 11 _.. � .... -1 .................. I � ­ . ­ 1-- ............. � ...... � ... � ........ -1 ......... � ... � ............. � ­­ 11 11 I . I., 1. 11 11 � I I'll, I I.. I. 1. -1 1. "...'... I � I �.. I.. .. ­ . .��.,�....�,.,.�.11'..-.."--.�".,.�..�,-..-� . ...... ���.,-.�.,..,-.,�..,N.-,.".,."�",�".,...,.,.�.�...,.,."� .... .. �".. -.1'.".1, 1 . . I I 3. PANEL T . 0 HAVE 30 SPACES ........ 1-1- .......... ­­­ ................... � ........... � ......... � ................... � ............. � ..... � .................. � ......... .."..... '­...­..­ ... - .... -1-1 ..... 1.1.1-1-1-1-1 ... _ ........... I .... -1 ... I .... I... ...... ........ I ......... I ...... --.1- ..... ­.... .... 11 ... . ... ..... I ...... ­....­ .... ­ ...... ..... I—- .... ­'.....­­ . . I 1.11 ­­ 1.1.1-11- ... - -1 1. . I ... -1-111 ­..."."." -1 .... ­.... ............ I .... ­ ................... . � ................. %, ... � ...... ­'­­ ............ � ........ ­­ ... � ...... . .. I-. I.- .. .... "%."�-,.-..�'...,...,..,.""..,.-.".I ...... 11.1 ...... ......... ­ �.. 11 ..... -1 .... I ... .... I ... 11 ... � .... ......".1--- "'..' ­ .... ­­­­:.....­.'.­ ­­ .... � ...... � ....... � .... I .. . ..... . .. 4 . ..... .... %....' .. ... .. "". . . ........ .. _­ ... �""",�.,...,.,�."---.,.��",., � 11 ... -..." ....... 11 ... ­­­' .... - 1.11-1 ......... - ..................... -1--- ... I ..... ...1-1-- ..... -.1 .............. I ... -.111.11 .... 111.111.1- ................... � .................... � .............................................. � - 1. . ....... .... .. 1. - ...... I-- .111 I I ........ � ... � .... � .............. ­�" .... . . � .. ... � . ... ... . . ........... : I I , I � I � ................. ...... 11 -11. �'��­ I ..... - ..... .... ­"._­"­_"_, .. .... �.­­­ . . . .... . . . . . I I I ­­ ......... . .................. � ........... � ... ­', � ... I .... I ........ .......... I. 1.1-1- ... I ....... 11-1 .... � ........ l.......,..�-.�...........��.�.� ­­ ............................. ­­­­ ........................ - ............. -11 1.11-11. 11-1 . I-— ... - � - I � I.". � ... .. .. . .................. ­­ ............ "..- ... ­­ ............. - ... � ....... ­­ ... ............... ­'._­­._ � ...­ .... � ......................... ....... .... ­­ ..... ­­ .......................................... I __ .. - 11 ­­ ............... . .............. .. . ...... ­"'_.'.__­ ......... ­_'­.%­.­'­ . . . . ............. �'.­­­'­­ . -1 I I I _ .............. � ..... � ......... � ............................. . ....... _'­­ ..... .... ... - .......... 11-11-1 ...... I .... I ... ­­ ......... � ....... ­­ ­­­ .... I ........... � .................. ­­ ... - .... I I I 1. . --11. I.. I.. I ....I.I.I..".. . 11, I .. ­ ........... � ..... .................. - ............................... .. . __ PANEL: � I I I 11 11.11'.."....".,..."..%.,..",",.�..-.-.,.� ...... ­­ . ...... -__".__v__.'.-- ... 11_'.."".'_"% P3 I'll 11 . ­... I � I I I 11 � . ­.­..­­'_ ........... - .... I ..... � .... .... I .... 11.1 .... 11 ................... . ...1.1.1.1 .... -1 ....... ...................... 11.1,.,.,.�-I.."%,%".�-11�-��-11�.".,�%"�,.� - - I - ......... � ........... , - VOLTAGE: � 11 I . ''. 1201208V 3PH 4W ....... . w---_--111. t LOCATION: I - 11-1 I ­ . � ­­ I SUITE 102 . ARCADE BUSIBREAKER AIC RATING: I I � ­ I 22KA110KA .­­­ ....... .. ... . _"__"'..."­­ . ...... .. � . ......... . . . .... ... ... -_'-',..'.1 .... �­­­ I—— ... �­'.­_ MOUNTING: - 11 I I "..''. F . L I US 11 HN .1 EM I A - I � I I - � ­ I..., FED FROM: I 111.1 ... � .... I— ... ­ - .... ­­­_ .......... . I .... � ... 11 ..... I—- .... I., .... � .... .11-1 ..... ­ ... ­...... WIREWAYiFUSED DISC. , RATING: , .... .......... N., 200A --"",..,..,.-,�"."..,.."",� ... .. . ... . .. ........ ­'.".­-­­ '.'-"'.1_11'. MAIN, CONNECTION;, . I � I I. . - - . I . 1. 1. 1. I MLO . DEVICE FAMILY: ...... I .................. � ...... � ... � ........ � . .................... � ............................ 60. 0 00 OR EQUAL Lu,al �_ w %� �c DESCRIPTION g! 5; 0 'M PI - COMECTIM INA I A 1 13 1 C !No.lNo. I CONNECTM . 12 �%' Uw, ,-. P �1 I am �51 I I DESCRUPTION SPARE 20 1 Mi Mi�!I!iii . 111 I i 7 I:! I ' 11 ill! 111111111111. II 1 1 1 1 1 1 1 1 1 1 1 1 1'," 1 I I i `lm .....' 0" 1111 1 i 7 I I I .I 1 41 "" 4 �: I 1, 1111,11111 IN'Nii0q.- M " 0 ,"', 111 1111 � JI.I.. 11 ltllilii 2 - [....I i1i I I I.; 1 1 - � I., Osiiilii 113-lii:* Hii It I. -M! mm $4610": 1 i M INIMm I iiiiii TM , '11 4lil-1.1 1 I ill!l!ll' OJ2 MORI 'U'llill'imi '. I. M 1i I, 1.141 A. I. '. 1 1. . ,...I:, " 11 i ji, .: I '�' 1 120 12 RECEPT.6 R -RECEPTS COUNTER 12 i 4 -1 I I, ;: II 9: :::: zi woz; a a .. ; ; I;;; .1�6 4 -*'t'l? ."I'll, l' 1 * 036 4 I: i; lllll�.?�Iii iii�!' 3 i I ; ;;;;; I :I 11 : I -!I;; ;ii I I iiII11111 11 11 I. i;MIN - .. .1 4 , , t: ll;:;':;l.1N,. .1 :111.1-;..'.. 4. ill .. .0 ,.:I ... 11 ii'lliIiiiiiIiIiiii 11 ; N. I 11 1. 11 I 1111 I I 11 ... 111 � III I I I I I I . N'lll I 09 !::; I ...' 11 I 11 1.11 .1 1 � I I . 1 120 12 RECEPT.S __ SPARE 1 201 1 ii;';.- ... 0.;J, . �1111 RII1.1,1111 0 I i1v 4 11 sli 5 I I 6 M .1 M I _:::;_' .! .1 i.; . . .: 7M:M'!Mj'j:jz N!ji-, 0 75 ... i .! !? . , . ? .. : 1,11 ., .. I I 201 2 R-EWC AHU-5 CONNECTIM KNIA I � __ 4.833 iiiiiiiiiiii'�'-"IiiiiiiiiiiiiI 7 ll T0111iiiiiIiIIIIIII! 8 - ::wH:'UI,. - - -1 .. ..I;;;,: � : �.' ilIRi w -mmill I.I.: I'M:. i1.�tr:;:wZq;i, .,I �' I I, il I .. .2 I I i I: ... I 11 111 I H; Ill ill 1 11 ... !,....I I !I11!!lI1 I I I I 4.3 : I ill I ' 11111 .. I .... ... I I 451 8 CU -5 __ 6 irl . I, ;I N N I I i. :;, :.N: . .1-11,1�--."'....,��i:,!,.I.i��.�!"�i�:i"�,�."ii�:I ill: "I'll", ���� ",""I'll" ��� 11;flii � '* ...... .,,,,,,,,,,,,,,,,,,,I'll, 4.81 . . . . . . . . . . . . . . . . . . . . . . 111' 111 I 11111 I'll, .... I 110 .i,i::1.:;:;. ::: ij: I - M . I.. I. .. i " I ;;;;,I ;; iij I; lmm:' ' .. " M .. 1 � .. ;;" .;M1 ': "" : - iiij; :I;;., 1. ii:;: ;I,:i .:i , w::_; ;I I - I .... I' M. , NI., 7;.4i .. I -- , .. I, i. 3,I111 !�. 43 .111l !1.1.,* Z; I '! aiI 11. 11,10 11 81 0 6 �_ = WLU W �.c �.: 5 N 0 P ; i q ii'�*riiiiiiiiiiii.,i**iiiiiiiiii!4 4.833 il I 2 . - I M:i �]'R ."�i,2......-,","iii""'...."; I 111; 11", I I : : ".."i 1,11'.- ' . 43 I � l.. 11 ... i � I 81 -------- FLOOR RECEPT 12 -=- 20 1 .... F!1_.IN.iqP1;lM;' Mlw.1.w..wq;-: .... ;;;; - --0. i .... I I "; " 7; ;;; , '* '* , ..... 10. ... � I ..... " * ... !f;f'w;;q ... ..... I ..I .11" '11 - 1. I I V,, - � ... " .t, 111 III I , 11111 I 11 0,36 .. .. ..... 1 I, 11 'I -I 13 1 . .... . 11 i'm -, I I 11iiiiiiiiiiiiiiii -, ... I _. 1. .. 14 '. � i I "' p'. ` I .1 * I -.i.-,"���.�'�,-;,,�i",.'i..".'.�"i'..*"I !!!I�,.-��,,,�..!!!I!I!!Nlllil�.1!1;! Ili. i - 0.72 ."�.-";z ... .... 1-1.11,11111 - - .1 111 111 , I 12 RECEPT.3 -_ FLOOR RECEPT '12 201 i _ . - ..:..... � NO 1. ­�.. I ;; I .; �­.Pl' - 0.36 M , i ; . -, 11 M , I 1, 11 1I11 I I 11111"i i ... 11 .. i 5 16 ) �_ -';p.-.q.ii1vj,i ii , �'jli!_ '......P....,ii1vi.,iiiiiii i!!�­-`; "''Ill i;�ii;i;!;I,�?ii-........Iiiiil,41.iiilii!i!iiiiiI . - i, - lil'.",i;llii-"'�"-.-"!!",'!IilllllillI 0.12 :i��i-,;,i".,i:;�,�i...'....-....!!I 0 1 , 12 RECEPT. N,W FLOOR RECEPT 12 FLOOR RECEPT 12 - 20 1 1 20 1 1 , ji z 1 z I I! .J, 1 ", � 1 Jii.` t. . ..' - -,,.11111111111111111111, ,I :. 101111 jj1jjjj1i�3.gi1.ljli ffil 1:111-1111 0.36 17 1111 . i !I! I i j , i, I *' " r "'i -I : I z il, "I"i "i 1 1 I I ill 11, II. .. .11-11.1 11 1, - I - -111 -I 0,36 li.�'.!�l..'�i,",,i'!..!'.,".1i;.�,",',[IiI 111111i 1111`11.1 1,111IN 19120 1 1 3 - :: 111 1: 1111-1111111"I" ."'...."111,1111' i: I 0�54 "I"I'll 11,111 `1*11fli - i;:i;il;ii iii I' I MilillYl ill I, -'-M "'Ill:r" lli!Pi",",Illllllllll,�'111111111 0.72 iiiiiii.? - I j I! i,, 1 0112, 1 201121 RFCEPT.S RECEPT.E - FLOOR RECEPT 12 FLOOR RECEPT 12 20 1 1 20 1 I a aa; N I! : N;. !";I : .6.1161;m ';iiji ; . I .I. Imis I W'! . 0,36 lII;1;II;`jq0,"1il'i i 21122 i. w -:,;,I al; I 'I -*2 !ill!! 1111111111111111111d 1111111111g1jiII1111111111 0.36 23124 M2 11�11` 111 111111111"I -0.36 11,1111111111111 �?!,!"il.,illi�.i�...'i'i'�l.'..,���..�.I i� j i " ' 1,::, :i I 1 : I N - I I - -i r I, 1 : I 1, i-- --- - ME. , 1111" 0 1 201121 RECEPT.E SPACE L -LIGHTS ROWS 1,2 JAN. CLO 12 - 20 1 - I I im"o,111, - 1 1 1. i 1: i: * 1.3 IiiIii i '11"I'l .. ii,i,i-�.,.....L.�,ii,i,.r-�.ii�,,;i.....","��.1--i".!.Iil""...,i""�: Ill.1-1,111 25126 I � I 1 . r� .... !; III iIl:;.!11!i! I;' - i Mw: I :.. i .1, s' I 1 I f: ,.!;I I ;%1:: 0 IIII111i i I i � i :11 701, v; I III Ulm! 'I I III 0 :� 1 I . 20 SPACE L -LIGHTS ROWS 3,4, COUNTE 12 - 20 1 w . , 1 i :1111111111111111!111l'ifillill'I 145 ii,���,�,�'..�,,,��ii,i,..�,!.i...i-",�l',I,,','."�i�l"."4,i,,.�l,.�.-�',,'I 27128 -+-.'-'-w-1' .. I i 10 I I* i! 104 III i M . I. I - � I 'iM;;jj;i]i4 i I 11 i- " 11111 I i Ri i I 1 $PACE SPACE RECEPT. RETAIL E iiiiiiIiiiiiiiIIIIIIiII11111d 1!!!!!!!;!!!!!l!!I!!!!!Ili!l 0 29 t�;;::,:;;:,:�;;��;:�;��,:;:;:,;i;!!;;ili:;,i.i:i 30 � I : i, .1in � 0 11111 ill;..-!,!.','..[i..�."..!..'.!..jl��,.'i�,'�i,ii,�!.�i'ilz;:;-..-..:!,i--�i'; � I 0011 111 .1 i.-;.''!,.l,;..r I I SPACE - SPACE i l� ill 0 :i� - .-M;;i1il i I ... -i z--;.1, -_ i!iJ*.*z4i I'i i 4 1 I I. ljj:;i;j I -� -' ,!;I! M; I I 0 I li�!111�ill",',"Ilillill-'�,1111 3 1" 32 - - .. _1 � 11; 1; 11511, IN i ., 1'. 1 .. - ..' "10. i.. ;' 1 � 1 : 1;; '" "; 0 -".'!�' ", -I!.' .. M .�",...�i.i.........'�!,.i"".!. I I SPACE SPACE I - SPACE . .:; l!!11m.;i1j!l'u; ...... I...'.."i.. - Pit i t ;:: g g,� I - .. i -ii ". II I i . " 'I; 7m.01 iiMi 1 11111 3 � 1 U MM111,1-0111ii 33 vm! :N11 . illMall .... III ... I 1.111111 1MM ; � MR ji ; ' I 1 1 "! " I I :I 'm 11 I : III 11,11111,1111111' " 04 0 35 - N 1 11-il"'I!, 'I" 11 M1111i"11". I.: 34 36 I fl!"'. -w 711111111,'�i*�lli�'111111111111 0 1.111111, ' ' ' 1--l-l-w ... �_. I 111111 ti:Mwigi III 0 w iii�iiiiiil!.ili�!iililil!lli!!I!�i,�l:!,i.1!1!.� . ;'yi.':,­:Ii:q­i; i;:z1T:wfT;!z';!;wv;J'1:;';;:4 .. .. . . I icwi 0.933 111!1Il!­g14flJdiJ;i] :1 15 ­L­� i SPACE SPACE SPACE 16 0 111111,12 i"'*' 11 ..... ".. . . ' * , ; N"'....�..3,1i .* " *' " "i .... ; ii.. , . I � 11. . ,.,..,. �..'�l..."..'*"i�.-.�i.41i.."i�l"..i",.i'i��'..!. 37 1. "I'' 11� It ... ... mll III "11. ......,.......,i III. 111. . il. . 11 I I " , , 38 0 = 0 .933 17 SPACE SPACE ___ I:: : ; ' - 1111i"11,111111111,1111, '�u ;-; ..... .. _111,11 40 iRzi;4 I 0 --r-r-T SPACE -_ SPACE !:: ':1 1 i;; i; � ; 4.933:1.: 1-7 4i ziii�-. I I; I I SIR!;" 41142 I 0 50 ;. . . .1 I . I 11 I ..ii:."M: Im 11 .. I. ... I 11 I 0 ..I 11 ­_ AHU-4 SPACE 111111!1�il!!!!!illlllllii!lll,llillill�lI O�933 .,-i.'Illlllllllllllllllllll�ilillill�lliI 21 i 22 i ______ - 1 6.853 T363 5.553 J . OTAL 6.46 618 - 5.59 38 TOTAL CONNECTED KVA SERVES - CONNECTED LOAD - KVA IDF CALCULATED DEMAND - KVA L I IGHTING . . i '...' z iz'z:z " Y4... q ­ i �::. .;.. : I :1z : . :!:;:!! ­ .1 I , - ... ,1..�1:::j::;;4zj; 1 4. ZTJ J "I'll I 2.7.5 i 1:iV4f Ni I. i;i4:,11:4:1,:4.!zi,:;!:i�l:lii,i���411�l�;11; ijiglmli !::7 q 11:11Mi, I 11 : 011 !I -ii; 1 0 0: 1 -1 I !i:$ .' I 115 -_ - 3.44 RECEPTACLES (FIRST 10 KVA) 26 7.95 3 __ 1 6 7.95 - RECEPTACLES (OVER 10 KVA) iz;;z;;:i4:­t­1I - . ., - ' ;:i::- I I ';. : I 27- 1 i;-::::: ::3 M­::.::�. .1 ­:. ­;;: i . . z 5.4 i::..::. I : I.. 1: 1!1111111� � 0.00 . 5. le .;- 0,5 ____ 0.00 LARGEST MOTOR 6 19.53 - � 1.25 1z ME 24.41 OTHER MOTORS I SPACE 0.00 � ii4; - 5.4 i� j11;j111111�l1l111!11l'1l.: llillljj�li ilil�iilililiiililiii 31 I I it I . .... I : 1,111 I ';!!.:'-j1 ,:: 5.4 �����ili��!����!l���ll!;�,���l!iil�ll�!::":3ii":,;;;;i:�'i::!Iiii4i, I:- : , mffi 1, 0.00 - EQUIPMENTIHEAT 6 12.00 6 1 34 12.00 KITCHEN EQUIPMENT __' - 0.00 2.73 I I : 1t:ir.F' �, T:::i::i�'; : �Mz ii;Z1 � ... - L:::::;;;� !iiiiiiiiiiiiii!ii!iiiiiiiiiiiiiiiiiiI '.:;z:1::' D.4 35 0.00 - PANEL 0.00 i k:y I - - EF -3 12 20 2 0.00 - . 38 0 __1___.T__________________ SPACE SPACE ___ SPACE .. , I I i , !iiiiiiiiiiiiiiiiiii�ii�iiiiii!lilii�I 111,�1111:�".':i I 1-1111:�':'.: - - ­;:11i:11:�.:;Zt1: ... l�. - .- il'.14"I"I. :. t:. i TOTAL DEMAND KVATOTAL DEMAND KVA I . I '1:4::: : '.ii � . , '� : 0 W '' _1 4 ----T- 1- I SPACE 47.80 TOTAL AMPERAGE 142 l�������l�����:�i:�������:;�i��i�����:�������:����i�:,��.:�.ii��l.,�.�.l:� 0 - I � I SPACE 132,68 - NOTES: 11 11- I � '_­.­.­'­'­... I .... I -11--l' I—— --.1111- � -11.1 ­­­ I— I. - .... --11-11-11.11.111 ....... � . ..... ­­­ .... � ........ .­­­ ... - ­­­­ .." � ... ­...­..­­ � � ­...­...­. 1. ­­­ - I—— ... I - I.-.1-- I ­ I ....... .... I... I � ­­__.­_­­­ I 11 ­­ I ­ -1.1-111", 1. VERIFY ELECTRICAL REQUIREMENTS FOR ALL EQUIPMENTWITH MANUFACTURER'S MANUAL PRIOR TO I 11 I . I -.1 .... I ... ,�.§.)D.D�11N.G..A.N.D,..I.N.S.T.A.,L,.L.A.Tl1.01N..�.....I ... "....I.I.- ...... ........-I".... ................... __ I ... 1.11 ..... � .... 1.1-1- ....... 1-11 ... I ..... .1.1 .... I .... 11.1-1 ...... - . ............. . ....... .­ ...... ... I ... I.... .... ..I.I.--l..' .......... I .... ............ ... I ...... I—— .......... . I ...... I ..... � .... I ......... ....' ...... ­ ........ . --11- ..... -1 ..... I ........... __ ........ I ... ­ ............... I-- ............. 11 ............ � .... I—, ... I ..... � ....... � ......... -1 ..... 11 .... I ... - ...... ­­...- ........ I ............... .. ­ .1 ...... -11 ..... ­...........- ....... � ............ 11 ... � ...... 11 .......................... � .................. � .............. � ..... � .... ­­ ........ � ........................... ­­ ........... - ............. � ........ � 2. PROVIDE TYPEWRITTEN DIRECTORY ON INSIDE OF PANEL COVER. .1 ... 1-1.1"..' ..... 1.1111.1-1.11.1-1 ..... I ....' ... 11-111 ... -11.1.11.1 .... I... ......... � ........... ­ ..... ...1.11.1.111111.1.1 ....... � .......... -1 .... I ... I.., .... � ....... ­­­­ ... 11.1 ......... � ......... ­.­..... ...... � ...... .... ..... � ....... � .. .... 11 ..... � .... 11 ........ . .." ..... - ......... -.1.1.1- 111-1 ..... I ... � ............ . ... ­.. ­..." 11-1- -.1-1.11-1 I I ... .... � I I I . - 11 I I . 11 I 1.1111.1-11"..'.. 1. 111. 1. I I I".. 11 ... ".." I I I 1. I - 1-11 "I I I I . . 11 I I I -1.1 - I ­­'­ I - I 11 . 11-11 I I—. 11 - I ... 11-1 -11.11 ... --.1 -1 � .... -11'.. ­ 11 -.1 "I 11 111. I ­­­._..­­.­.. 1.11.1. I 1.11"..".11 ........... ­ ­­­­ I I I - '­, 1-111-1-1.1 ................ � ............ . . ... .......................... ......... ................ ­­_., ........ ­­­ ... - ........... ......... I—— .1.111-11-1.4-1-1.11 I � -11-1-1-11 I....---.....,- -11111 I., .. ........ � ...... �­ ....... ­,".­. ­­­­ ........... � ........ ........ ......... � ........ ........ . . � ... � ......... � ..... .................. I ... I ... ....... 1. I ... ­­.. , I ­.. � I 1. 11 I I I I -11-11 ".. -111-11 .11, - I'll, 11 I 11 I ... I'll 11 "I I I ­­. I I I 11 1. I'll. ­ � 1. 11 ­ I—. I I - -...".11 I � I - I., ­­ -.1 1-111-1-1 11- .... 111. I - 1. � I ­­ I 11.1.1. 111. 11-1 I 1. I 1.1-1.1.1. 1-11 I I � I'll - 11.1 ... I'll, 11.1.11-1 "..",""I ­­ . .­._­'­ .... -1 ... -_--.1 ...... 11.1 ... _­­­ ... ­­­' ... � ­­ ... ­ ..... � ........ ".. 1.11.1..,.,�..�..,.�l"..,.,.,���"..�,�.I.� --.1.1-1 ... I ­­ --.1.1-1 ................ -111--1 ..... .... � ... I .............. . ­­­ � ... - ­ ... 11 ......... ­.­­­ ...... I—- ... 1111.1---_ ..... - ......... I .......... � ........ ­­­ ...... � ............... � ........ � ............ � ...... I . I I I I I I - . I . I I I—- - ­­­ 1. 1111.1.1-1-1.1111.1 .....", .. ­­­.. . I -11-1-11.1 I ­ - "I . "....-I..'.." ,­... I ­­­ ... ­­­ I—- I 1.11-1.11.1.. I I ... "..."....".1111"....I.I.. I .... ­.,­­­_­ ­...­­­­'.­ .... I .... 1. ­ ­­­­.. ... 1.1111.111.111.11 ..... ­,''...''­ ... I.... I.. I... ". I - ... I'll, 11 I � .1 � I I � . . I I � I I I I I 11 I . I I I I ________11_-__________ i__ __ ... PANEL: - VOLTAGE: ___'__________________ .'________________.___._'____ BUS/BREAKER AIC RATING: RATING: I --111-1-1.1 I'll I-— I 11.1 .'­­­­­­­, 11 "I".. 1. I � ....1. 1. I..", I.." 11 I I I., I I .- 11 11 I 120/208V 3PH 4W .... -.1 .... ­ .... - ............... . 11 ... 1.1.1- ............................................. . 1.1-1 1-1 22KA110KA 600A I LOCATION: MOUNTING: 1 Coll NEC-11TO KVA 1 A 1 13 C No. No.� MAIN CONNECTION: P2 11 -,""I'll"''.. 11 . I I SURFACE NEMA I MLO 84 SPACE PANELBdARD SECtION I SUITE 101 FED FROM: -_ - DEV[CE FAMILY: I STORE ROOM z z 0 z 11� WIREWAY/C.B. CABINET- I—— ­­ ... 1- ... ­­­_ '_­­ ...... 11 I 11-1.11.1-1.11-111111 11 I ... 1.11.1.11,11, I SO. D NQ OR EQUAL . � � 11 DESCRIPTION �- � P tfUm � CONNECTIM KNIA CONNECTED IINIA ' P �2 Ti y '02 't" 1-1; [_ - __ - DESCRIPTION t . I irl A B C NoJNo. __ - Q� u �e X DESCRIPTION $ _W�i A B C COMMECTM KVA 1 0 CONNECTED IWA I P �_ = WLU W �.c �.: 5 N 0 P DESCRIPTION 0 R -SHOW WINDOW NE N 12 ­ ' _ -------- __ __ _T w �: M ,RE 20 1 __ " b ...._;. ,. I i.. - ... ii':­ii�4i�i 3 " d " . , . 1. � i4i ,. i; d " .� 1; " I ,. ,. . ; i 111., ,. I .:. ;1j.:::i::;;' � 0 I I zz, �i I � , ... I liiii::**Iil�lilililii* , , .' I 1 2 . .� �. - ;:it- z 0.54 : ';!.'�;,. � �:T7� 1 F2 ol 12 LIGHTING-STOR ___ - SPARE 20 1 0 !�i!�iii��i�!��i��!!���!����i��i���i�I 3 ... 4 -i 1;1�1i'�';';zz 1.08 ������������l��l��l����l�����l������ :I, -Ili! "i:i1j; I 1 20 12 RECEPT. STOR. E - SPARE 20 1 _-.....--:;'1 ... __ 1- ;:: � �l. !;;;;. :: .Ri. 4 �� , z:;..q: �. '. 1 i; I.. .. ... ;; .;:;4 Z � s; - : :::.:;1:.;:4:�z:;:::.:: 0 5 .! ... .......' :­�. 6 !MI:11; .-K: -I 1 I:._ : . I.:. I! 1:!i :: . I 71i, 11 - '' iii!�:; :­:� ;�i�: 1.08 �, !;;:: 1 20 12 RECEP. STOR. W RECEPT.RETAIL N 12,20, 1 :11 .;:I!:*. �i, ­:_: :1 - ::; q4w T!1 . . . ..... i. .... I :1�1!111:�1!1111 7 41 ii 4q;q, q 1.08 1. I, , 111 di. '.,q:;1.!; . - 8 �;-4!'Il�l��] , , " , , , ,�:. ld]�J!':!�;1:�i;!J �'!�' :�.�z i� 0.36 77 - 1; ­­ � 1 ---,-------- 20 12 RECEPT. ROOF RECEPT RETAIL W 12 201 1 .:i �ililili:!Iil!lll!liil!lli;lli�ilill�:1 - ii..:iiii iJ!]`.::i11 !'� ... 1.% : ;­.- ;:4- 1 11 ,", �: 8 I I i i i i i3 ii 1111i 11". 9 i.:':­i::!WtI:': 10 1 I : lum 1.08 ��I�i�11�1�1:77�1�� 1 20, 12 RECEPT. RETAIL E SPARE 20 1 1 I "... ­:: !:." , .. ... .1 .. M,v rr.111_11: . i � ". " .. 1'1:"1!!]:i:R,I .- 1: '' j: .... ii!li�. .. ; ... 1 N; .11�ii ;; . .. . . I! I, ,. . .­.�iili ... i fli! I �, -1:1 I. " �.: ' 3: i � "i i � w'. _ii ... 1 4 I j, -M: 0 11 "i -ti 12 i -i14-;14! ....... .11 i - ".....'...."... .I ii i:i z ... . ... . . � 11 1 4i�j��ji��i��]� ,; . 0 1 20 i l� ill 0 :i� - .-M;;i1il i I ... -i z--;.1, -_ SPARE AHU-1 8 50 3 I ii. - i ... :T1jtz;z_ :.i " ...... I. ;4. . .. 7::: , ;:" . . !:;; : '' ;. : ... d! ­;..; ; .... .. - ..!I;, .4;i ... z-: '.I ... ... ; , , ';;z ... ii... '', I 4;z:;._.. 1: . . .... III. I I dl: .. 4z" i:. d.44 1 ''. ;l'i:4111: 0-933 ... 1-11:;! . . :.Ni.': 11 .!,:.,: ..... i:i:;i ;_� . 1i .'_'. . ` I ' ' "', ' : " ': I i, . . i� I . , .* "i i 4 i : .... .. . ' . .; i .' w q , :;; i . " ... i.. , ::: ; q i - ; i ... I .. 1. ... . .....' ."I"i"I"; : ... .. '. i:li 11 ii;: i;l 1 .... .. � ii. . I: . . .. I. .. M. 11 illh---1�11111 � 1, : !Ill 0.45 17 �.....�......;.;Ir.�...-....Z.Z:::; - - ___ � a izi:li�jj�! 1 liii�; I iil:lz � - . ... - i I l'i *.. -1. .9 . � �i��jli!�!��j � :-:�. I 1 3 50 - 8 - __ AHU-3 8 I icwi 0.933 111!1Il!­g14flJdiJ;i] :1 15 ­L­� i 16 - � 4.933 j �i!:'�;: ]. �z 16 i; : ;R;Hqqiqqi; 11;I 1011';i�il�illli iV:4i­­:.:­': 8 __ 8 0 .933 17 18 li��ll!!�l!l�ililil'illilill�!!��li��!11 4.933 i!iiiiii�iiii!illli!il�ll!�lll;!il�ll!I ___ ___ 8 - i . AHU-2 8 50 3 lz­­i'� .... . :;­­ - ' .. .:.. ":;7; 0.933 11 . , --t:;:; 19 120 !:: ':1 1 i;; i; � ; 4.933:1.: 1-7 4i ziii�-. 3 50 8 AHU-4 8 111111!1�il!!!!!illlllllii!lll,llillill�lI O�933 .,-i.'Illlllllllllllllllllll�ilillill�lliI 21 i 22 i :41" I !;: :�.;,.K.N �ii 4.933 24 4 q ;. 8 - - 8 :1:1d: 11Fjdq:;:w 7.1 1 4., i iff'. I. ii ' :: I 11U1 11 - 1 ; I M''. ; ;i ii i.; F; I z "is'.1 i 44 i: q "... P;;� Z--; 0.933 2 il , . I I 110 I'l.; .. I:, 1; I ii .. 3 I fI.i:l."'.i�'11;':�: ... .1:10,21,11- :: 24 . i '...' z iz'z:z " Y4... q ­ i �::. .;.. : I :1z : . :!:;:!! ­ .1 I , - ... ,1..�1:::j::;;4zj; 1 4. ZTJ J "I'll I 4.0111:: i 1:iV4f Ni I. i;i4:,11:4:1,:4.!zi,:;!:i�l:lii,i���411�l�;11; ijiglmli !::7 q 11:11Mi, I 11 : 011 !I -ii; 1 0 0: 1 -1 I !i:$ .' I 8 -_ - I CU -1 0 ou .5 .1 id" " I , , *.' - i. ..: !. - . 3i.4 I lijjj... 25 71:1if'3�1.*1lii,.. . 26 :4iiii!ii�iii�i�iiiiiiiiii�iiii!iii!iiii:: : 5.4 z : 3 __ 60 6 CU -3 6 iz;;z;;:i4:­t­1I - . ., - ' ;:i::- I I ';. : I 27- 1 i;-::::: ::3 M­::.::�. .1 ­:. ­;;: i . . z 5.4 i::..::. I : I.. 1: 1!1111111� /?J �iii��iii�ii!i!��!!�f!!!!�lil�illilI t4:4. . 5. le .;- I;i !ilfill IiIiiiiiiii1lililiI ; I ____ 6 - - I SPACE 6 ... :�:;�.,:;Z...�,.;.�l.;f;;�.;;;;Z";41i,:.:!,;.,:�;,. - . ;' ip; 1 K � * ;i� ,. : .:;:'.I 11-p;.... I � ;;.. i;-;;.-:.':.:-:': HiN ... ; : . i ::. 111 . . ; ;.,. ; i i;i; i 1111 .. 5�4 29,30 i;7 4 I . : � .� ..... - � -11- . 1 . ,': '': �, :�:� I ;:1 - ��: 1.;, :. I . :.4: 5A - '� 1z ME li:. - -! .,..­R0it 1;::::!!� I :::: li,' i U 6 I SPACE CU -2 6 . 60 3 � ii4; - 5.4 i� j11;j111111�l1l111!11l'1l.: llillljj�li ilil�iilililiiililiii 31 I 32 it I . .... I : 1,111 I ';!!.:'-j1 ,:: 5.4 �����ili��!����!l���ll!;�,���l!iil�ll�!::":3ii":,;;;;i:�'i::!Iiii4i, I:- : , mffi 1, 3 60 6 CU -4 - 6 ,:;. :: 1:ij::: .!:. .. gl ` �; 1 1: .4 Rijjj�11,1111111!jij 33 ,. 1:::i: . .11 4 1'1`11'1�� ,: i.p., .; E : I �bi,:- . .11, 34 - 4.1 i 4444 ,:. , ii ,.I:,:,. j. :_ � 5.4 l��1!1!�!�l�!�����l��ll��l�l�ll��ll�]� 1 � 0 ii!�ill�l�l��l!�l�ilill�l��illilI __' - 1 6 I I------- 2.73 6 I : 1t:ir.F' �, T:::i::i�'; : �Mz ii;Z1 � ... - L:::::;;;� !iiiiiiiiiiiiii!ii!iiiiiiiiiiiiiiiiiiI '.:;z:1::' D.4 35 :. 36 : :�; 1 :�� ; i: :!.... �: � :�: �:::�:�: :�t�!;':;��' �! 5.4 . i k:y SPACE - - EF -3 12 20 2 q.i'Vq';; i%d1�'ii;4.:-:�­i.:.;­ 37 i I.H01; 0345 . 411 I� 1. - . 38 0 __1___.T__________________ SPACE SPACE ___ SPACE .. , I I i , !iiiiiiiiiiiiiiiiiii�ii�iiiiii!lilii�I 111,�1111:�".':i I 1-1111:�':'.: - - ­;:11i:11:�.:;Zt1: ... l�. - .- il'.14"I"I. :. t:. i .. - - I . I '1:4::: : '.ii � . , '� : 0 W '' _1 4 ----T- 1- I SPACE SPARE __1L_;__t 2-0 -17 ..' :::1:�:;z!;:::..: ..... ­:. q::1- � i 7:: -, 1 1 :' 1:,:.;: �: i::w; 2�1:..;;:.Zi.::Zi;:�.;;:,. . , -ii�:;;;.;:!::!::!,::!.::;:�;;�zi : t i t z::: 1; di .,: .. 1: UN:;::Z;� 1b., 0 4i !. iii:i.- !'.: 1 1 1 1 1 Nfl'zi.:�;Z:�Iil.:. � i:4� :!N':Z.qq;;n 1; 142 l�������l�����:�i:�������:;�i��i�����:�������:����i�:,��.:�.ii��l.,�.�.l:� 0 - I � I SPACE :I .,.;I I " 'zi:.: :I: ;' I iizii7i i I is:lli � Ili 0 ;! 0- s­­�;-il:wi 14. Oq 1A nq 112.67,TOTALI SPACE I . 21.57 22.83 21.751 107 TOTAL CONNECTED KVA SERVES ICONNECTED LOAD - KVA I ��� - - - LCULATED DEMAND - KVA C'M LIGHTING 0.54 i :1 i! - 1.25 ---. 0.68 - RECEPTACLES (FIRST 10 KVA) 5.76 1 DF CALCULATED DEMAND - KVA ­_ 5.76 RECEPTACLES (OVER 10 KVA) 0.00 . ..1I;i'­,';'i;,'fl;1 -1 . . . . . . . .1 - 0 41 - 0�5 1.25 - 0.00 LARGEST MOTOR 19.90 2.16 1.25 24.88 OTHER MOTORS 76.69 RECEPTACLES (OVER 10 KVA) 1 26.6: 76.69 EQUIPMENTIHEAT A 0.00 0.00 - 1 __ 0.00 KJTCHEN EQUIPMENT 0.00 115 24.41 0.00 PANEL 0.00 - I 1 1 0.00-- 3.75 - EQUIPMENTIHEAT 1100 10.44 . . 1 1 12.00 I 0.00 TOTAL DEMAND KVA I . I 0.00 103.00 TOTAL AMPERAGE i � � I I-=--- 299.77 - NOTES: I . ­ ''I 11 1.25 0.00 � ''. ­ I'll ­­­ ... ­ ­­­­ .1 ... ­­...." � ­­­ ­.__ I � . 11 V I ER . IF . Y 11 E I L .1 E I C � T I R1 I C I AL ". R . E 11 QUi . RE . -1 ..... ­ ...... I ........ ­­­ ........... I ...... ­­ ......................... � I _ ... 11 I 11 M �. EN I TS FOR ALL EQUIPMENT WITH MANUFACTURER"S MANUAL PRIOR TO ­­ I ........ 1.111,11, ... ­­­ 11 1. .­...' 1. I . 11 � I 11 I I . I I I I ­­­ .............. .. � ..... -.1. ......................... .1 ............... I ... B.I..D.D.I.N�G...A�N�ID....I..N.S.TA�IL..L.A.T�'i..O..N..,.,..,."..I ... .. .... -11.111 "....1.11"..' I'll..".. .1 � I... 11 . . 11 I I i I I 11 I— - I ­­­ 11 I I..., 11 I 11 11.1. .1 ­­­­ I ''I'll I 1 2. PROVIDE TYPEWRITTEN DIRECTORY ON INSIDE OF PANEL COVER. ..... � ..... I ... I ... � ... -111 ............ ___ ... ­­­.­..." ...... ­­ .... . I 1-111.1.1.11.1. ................... � I ... --1 I ­­ "I'll 11 � ­ � I ­­­ . I 1. I.... � I I I I I I I .11 . I 0.00 � -11_111 1. I—. 11 - ...."', I 11 � ­ .­ ...... 1.11, ­­­­­ ... ­.­ I I "I ''I I I - ...... 1-1. ,�.I..*.�D..E�N..O.T..E.81..P,R..O.Vli..D..E ... A.F.C.1 .... TYPE., B.-REAKER '­ ". 111.11,11.1111.1 ­ I I -11. 1. � I - � I 1. I � 0.00 .... 11.11, ... ­­­ I - I-- -1 -1 11 -1 1. I I ­­ 11 I .. 11 .11. .1 I - I .... 111.1.11,11, I I 3. PANEL TO HAVE 84 SPACES. I .."..'.." ­­ -...."111.1-1 I I—. 1111- ­ ... ... I.. 11 I I I I - I 11 - I'll...., I.. . . I � ­ I - I 1. - I. I 1 I PANEL: ­ 1. 11 I VOLTAGE: 11 - - BUSIBREAKER AIC RATING: ". I � � � - . BUSIBREAKER AIC RATING: . 1.1-11.11I.- .... . -.1111 . ........ ­ � I -1 � 1-1.11.11.1'..".. I ....... I � . � 1111.1.1- 1.1- I..... I I 11 11 1. I 11 1. 11 1 122KA/I 10. KIA I 11 I I 11 I 11 I I ­ -1 1. MOUNTING. I ......... I—, ..... . ­­­ .... ­__ ............. � ........................ I.., ... I ... .."..."..1.11111.1-1 ..... 1.11'.. SURFACE NEMA I - FED FROM: I WIREWAYIC.B. CABINET I ---.---,-- _______ RATING: .... -.1 .... ­ .... - ............... . 11 ... 1.1.1- ............................................. . 1.1-1 1-1 ­ I .............. I ............. � 1-11111 ... 1.11, ... 11.11.1 11.1 120/208V 3PH 4W )__ L�' X. N �.c �c 0 ul� 1� w 'j M _� DESCRIPTION "I 22KA/10KA 1 Coll NEC-11TO KVA 1 A 1 13 C No. No.� 200A ­­ ­.' I I 1. � 11 I I I 1.11 I M IX i- � ,A 5 2 �'a d� I .1 LOCATION: MOUNTING: R -SHOW WINDOW NW S 12 MAIN CONNECTION: P4 2 1.1.111. ­­­. I ­­. .."...."11- 111. I .. �:.' : I.....,; ''::!I ::1 ... I 1.01: -31:7 . -:;,.:;::id: ;I 2141 ... 211.17174 I .... �D 4 I-- Lj - 11 � FLUSH NEMA I z z 0 z 11� --- MLO - I—— ­­ ... 1- ... ­­­_ '_­­ ...... 11 I 11-1.11.1-1.11-111111 11 I ... 1.11.1.11,11, 20 1 SUITE 103 RETAIL FED FROM: * �.! !I.: 1 !�� :`iI:44"44ii' , �:1 i... i I 1, .. .. I ., ., . i ..: ., .. i i 1 .. 11"I ww1r I.. 1.44 '.. .1.111 ;;i;. a:7::::i: :. - N: .. .1 .. .Z. ;:�;q::I%q::I � - DEVICE FAMILY: ­ ­ 1. I I .. R -SHOW WINDOW NE 8 I I 3 WIREWAY/FUSED DISC. - SO. D QO OR EQUAL __ - Q� u �e X DESCRIPTION $ _W�i P COMMECTM KVA 1 I CONNECTED IWA I P �_ = WLU W �.c �.: 5 N 0 P DESCRIPTION 0 R -SHOW WINDOW NE N 12 I : :� . :.14 - I "i iI 4 : I: I I 1: ." .. ` 1z .... .. ... - .. I z i III:: ;; ... - 1_1 I ..... .. 111 t II 11 111* 1.44 �*?"Ir'lIlli; 1111: 11111 1.1'...' 1; 1 4.1,11.1111-1 """I : 7 :- I 111111 ... 111 ;.;:.;. I 8 B I C I _�) w �: M 20 12 LIGHTING 11 ')O I i ...._i,! ;I M :;;i:T;T;jj­�;.:; !IM:;mT, I !:!;::;:;I 0.48 N:::::l::I:1ii 1:1: ;-.;::: ,. :1 ._:1:I. I; 4.411 : j1:11 ill `I: .... ....- 6:11. 11`11i �"._ I �: * I 11 11MI: "' 11 -1I:- " 20 1 . :t ::: 1r::;: ,: B': :. ..:�z i;:;:;M:; ..-M; ;;:z;:.�­Q._;';M` 20 12 10 WINDOW RECEPT 12 20 1 1:111-1:11ilm ;,.:.,! I ::.:'I'!: :;: i '­­­a;;;� i.;;;;i­iii ;I T !1!1!1!1!1!l!l!1!1Ml1!! 0.18 111111"I .144�4� 3 .lJ:i:ii::ii:! 4 I i 11 11 11111i'1111ill!1111111 11 1 ill ... : -.,It;.;-;; ! � i. ::iVi:ml 1 �4 ;;.. ii'�M�;� 11:1 . !di: :: :i' R1 .i.� ... .. 0.9 11 . .... IMi:z � 21TOM.. . 1 4 1, I, z 20 12 RECE ROOF RECEPT. 12 20 1 qti.' ... .0-:1. . . . I __ I ­ ;;1" W s;;T ;::: l". ii I 5 W I 1111,,"11*11414i::� V. 10 1, 111.11jii;q 6 :1 1. 1; .1. -:-::,:: �1:i1::;T71;:;1;'::::!�j .... I : : 4 ft I- - : ­.::7::1Y11M!41 . : 1117; 11:1:1f;: ; :; :11'; 11`­;t:i;i­;; 4.25 ::­4ii 4;;A;.' j:;j1;!; 3 : . 4�41:i:*'::�:1111 .1q: i; 45 8 .. - CU -6 AHU-6 6 50 3 ... ,., - .1 qz'­. - i - X ;;.f q :::1":: 11-1 �.;; M.: - v: Rm. - . z I .11 ' .I:izw 00 .:: .''. 5.25 MM11* I 111111 7 1: :,I! ! 1:�l 8 4.25 . I; .. ... ii,:Mi:. z�: ,. q.. ,. , I.- . - i:i-i'i, j;1i q;..T,d__; '!, .: . .Mi... I :%I ." I., I ''M ... liz;44 ....U. .. ... . 1:2 . U - 87 20112 6 3 I '_ .* j'jI;.;::::I::1: . ; �..jj. d �2'.;'iiqq:_.1Iy;M1 i:: ` : .R..NN: � -:1 ::;:! .iz.' w Tqil- ­: SPACE .­. i �2i ;Ili!; ., :d:d:i .i.; . 291: . . 1 :1 ... 11�­i`11:111': I ;i i . 1 : Am 'i iii -.1%. i Zj . ii % 11. I I .; i1e. 11�1110.1 1101 11 .61 ... _� ;� i: liz qN, I 11, . ........ -_ - 6 3', : 111. I .. I ­_ ; ; ::; i i i ;:;i- ; ... I:::. . ; ; ; ;:...; z I011 1: I ..... 11 I 5,25 11 - `� " * * 4 * 1 1 1111.1111.1 . 11 . ... 1 i. I 12 MM i l� ill 0 :i� - .-M;;i1il i I ... -i z--;.1, -_ SPACE SPACE .'_'. . ` I ' ' "', ' : " ': I i, . . i� I . , .* "i i 4 i : .... .. . ' . .; i .' w q , :;; i . " ... i.. , ::: ; q i - ; i ... I .. 1. ... . .....' ."I"i"I"; : ... .. '. i:li 11 ii;: i;l 1 .... .. � ii. . I: . . .. I. .. M. 11 illh---1�11111 � 1, : !Ill 0.45 17 �.....�......;.;Ir.�...-....Z.Z:::; - 0 ME 13 14, 0;,I�;�!11"!:Il�iii'lli!lli!ll�!ilii:llllllllllilllil�'!Il�II'll'�l!!Ill�!!Il�ll!lllli!!:�I ___ L -RETAIL SW PERIMETER SPACE - � SPACE ill!pl �; iiz�l �27 i:A;;q.;­. - . %:;;i:;;�%; - i mzi I :;;;­T!'� I M::I47 � 0 N 15 I ­­­­­ 16 i; : ;R;Hqqiqqi; 11;I 1011';i�il�illli iV:4i­­:.:­': : 0 :i t: �:::.:tj1:t:i:jr4tj 'III 1 ii .§�.i :ill i4 4 %:41- " w: . :4:ii!l!1 t; I 0 Em ; ,.. I , I; I;: W . . i:; '. . . - :i:,T:';;;;i;..'. SPACE __7 - - SPACE SPACE zi:a.zlis :;;q�;wig1:!;q Ill: i�:..--.,,Ii.�'...--",....�::,:::;::;ii;l�- 0 17 * i-:-;:qA`: :ii -ii ..wd: I , 18 - gy::11 ;'Ifli-ildi-11 Tli4i ii ;i:iI!4" 7_.w_,_, :I IM; ­:i, 0 i:i;:i1w::1:q;; - i SPACE _____ SPACE ;If ;:-; ;: i: I , ::- Ili :!:: z I i . Z:;I; I I I 1; I - I iw:74w: i� ii!�'. . :I! N .'.'...'�"i,!.,!.!;Ii,;,i!!*Iil,.;.,.;i..-.;. . .: . :!: ;;;:;:;; 0 . : ;; . :1: :f:;:;:;: I * 1;;;F� ;;: i 0 IN."illp L��.;,iiiiiii�*'�i;iii�iiiiiiiiiii�i4 19 11110:30 .. 1114'. 11 'i-;.;-;.;-. 20 0 . : ... 4i;i:1- .. :t_:z- ,. .. ­.' 11' �, q I - ---b- :11:.... .. � ''. i::; .v 1:111 1 1141414qiq*:::' I SPACE SPACE . - 44ili4i I I �! li i....1sm; .1 I I ,I I 0 11 .1 11 I 11 :� , . :;:: i.:. 1W I M: i : IMM i� 1. I 1 4 1i3i ' , I—.. 24 4 q ;. :: I 'JI.; I. �:. - I SPACE - - SPACE � !: i 1 � ; 'I'li ii� I: 11�li.,-.1111'..! i 0 23 ;....;Ili;w;l!; i"i-s: !I 11, I. : . . � ", .. , .I I. I I 4.0111:: i 1:iV4f Ni I. i;i4:,11:4:1,:4.!zi,:;!:i�l:lii,i���411�l�;11; ijiglmli !::7 q 11:11Mi, I 11 : 011 !I -ii; 1 0 0: 1 -1 I !i:$ .' .* 414 ;;' - z: III I i I***: ' - :11l; I iz.. .��"....,:��-I'�..*'..**,!ii.....r,r***,:.r,.:."**�,.II ii,��Iii.�r.",.,,,..Ii�"*:;.ii�.'!i'�'!"I M;Iii� i i 01111 1"', SPACE __ SPACE 0 !ili;i�:�i�i�il!!!:".I,lt;l:it;;;:i:. ; '; 11 h: .2. 11 ;";.I .111313;::�2i�' 25 26 0 `1 wil: t � .;;z::;:I;;j; ;.:.;'ii;:.1 ii SPACE SPACE I I I I :II.M.­ lilili.-,iiiill!l.�.;..,�';Illl.**�,,�".I�",�,�:11 0 H ... I.. III !.111 �"; : z11111.1ilill .:: 111.1 11 . 1111ill z ir w;i:;w:!::%:*::Z*;1Z:i!T' ...... ; .. ... . ! ... : Nli:ii :' I I!; R:i; i I 11 Mmil, 0 111iiIiiiIIIIIIIIIIiIIIIIIi 27 111 11 11 I 28 I;i !ilfill IiIiiiiiiii1lililiI ; I ... I—- . 1. '"', � i77;:;i4t; ;;it ' ;;! ;, i. 0 i SPACE - - - I SPACE __ SPACE .. � ; "ji.,i;.;;�:' 1;...�:::11:111.1 1:�:` 1 ill 0 29 1z_N':I! Im I I - 3.5 3.08 1.55 TOTALI 1z ME li:. - -! .,..­R0it 1;::::!!� I :::: li,' i U ! 1'..iq; q .....�.' .-I ;.. . " .,,.;;; 4 , - :I i I I I i H I d i I!..! ljn� .. 1 I ....; i I "I I 0 1!I I .. I 11 1 I I N 111: '11;' 11, I '. IN I SPACE - SPACE SPACE 11�; i .1 ii 3i, I I i: i ' :"'; i:;4 : ; ,.: ;;;:;; !: ::: 0 I _,-I 11.1.1 i: I i 4 i �;;' z "....." 31 I 1 32 0 .::1. 4. �. ;74�4441 ; 1: :11:1111:41::'; i li :Mi 4i .71 i ci.i:i::Ii� 'I.Ti: iiq:q iqq.. : ii1w.-I III;; 4-'1,.;_' - - - I SPACE SPACE I I i. : ow :;Ili gmm-iil 0 i��,',,',,,"';,.",.-!,i�'�..,'..�':17:;!!;''' Ily;:;T: L 1::;:i;'.1 '11. " 0 . rii I N -1; i.; III ii I i 1:i44 �14; 1 . :T 1 ;;1�::::i;W::i;.-:'� � 0 ii!�ill�l�l��l!�l�ilill�l��illilI f1I= I SPACE 2.73 RECEPTACLES (OVER 10 KVA) :11 I 1. .i ::! 7!:!::11: .. . - LARGEST MOTOR SPACE 19.53 !jIM:. zs 4W. I:, . Mi"Hij:4, i;j T.; ­' I . '; ' .. im I ': 1111 �, - 'i; 'll' -11:11 0 35 .. 1; _ V 110.1 36 i 4 " ­.4;.�­� � 1 -111� 3 11 g r.... 1:1:::;� I � .;:zr . lol: , !::: 1; M 0 SPACE ___ SPACE .. ; �4 4I:44�4�;:�:----. . 0 ii:­'i:­:: ;1: i��-­17;7; w: at ;7:;;: ME �:­'; ' . ':.... iii! 37 :14 ... :­­ %,:. ;;;;; 0; -q,....; i. I ­z;;;i;1'0; ...: i� iiiii:iiii1tili 38 - ;. I I q:; ;.--::j: , - �;:_; .... q . .... . .. i 4111::: . . .. ... : !;!I I � , . Rid 4 i :ii 1;11444;4!j' . il 1 . .. 11:i !I:;;' ,z:o. . � � I i - - SPACE - - SPACE SPACE . . ::;w;w4zdiifl2;: ­: : 1,` i 71::1 0 !!!1!!!11111!!1!!!!1!1ll1! 39 !.. I 40 � . ; -I.; '.:d..:dji4; ;!; iiz ��i!!1!111�11!��jil :I .,.;I I " 'zi:.: :I: ;' I iizii7i i I is:lli � Ili 0 ;! 0- s­­�;-il:wi SPACE SPACE I . - .,,',' "I::; i :;i:::q-i 2i 11L . ii "I III I I. 0 41 4 -z - V_ I SPACE --- - i :1 i! si 71 5.43 5.43 TOTAL 5.151 5.15 4,25 31.1 TOTAL CONNECTED KVA --_ - SERVES CONNECTED LOAD - KVA DF CALCULATED DEMAND - KVA ­_ LIGHTING 0.48 . ..1I;i'­,';'i;,'fl;1 -1 . . . . . . . .1 - 0 41 4Z 1.25 - TOTAL AMPERAGE 0.60 - RECEPTACLES (FIRST 10 KVA) 2.16 1 - - 2,16 ___ RECEPTACLES (OVER 10 KVA) 0.00 26.6: ' . a TOTAL CONNECTED KVA 0.5 - - 0.00 - LARGEST MOTOR 19,53 OF CALCULATED DEMAND - KVA 115 24.41 OTHER MOTORS 3.75 1.25 1 1 20.17 3.75 - EQUIPMENTIHEAT 1100 10.44 . . 1 1 12.00 KITCHEN EQUIPMENT 0.00 RECEPTACLES (OVER 10 KVA) . 0.44 0.00 PANEL 0.00 I LARGEST MOTOR 0.00 - 1.25 0.00 OTHER MOTORS 0.00 i I 0.00 TOTAL DEMAND KVA EQUIPM ENTIHEAT 0.00 1 I 42.92 TOTAL AMPERAGE KITCHEN EQUIPMENT I 1 0,00 119.14 - NOTES: I ''I ... - .... �.I..�.�l'...V.E.Rlilf,Yl�.E.L�.E.CT�RII.C.A.L,..R..E.Q.U.I.R.E.M.ENI�TS. FOR.AL'L ... EQUIPMENT. .WITH.. MANUFACTURER'S M ANUAL PRIOR TO BIDDING AND INSTALLATION. I I . - ­­ ....... .........' ... - ..... I ... 11.1 ... ­ ..... I—— ........ -.1.111 .1.1 .. ...... 111.11.11 ........... . I .......... 11 .... 11 ... ­­ � I I 1"..... I ... I 11 I'll, 11 11 11 I ­­., I I .." ... ­......, .... I—. ­..". "..1.1 -1111 .... '­ 11.1-1-1. - I.... ..' ,...'I,"...," ... '­­ ... 11 . ­ .... _ ­­­ I I ''I I—— 11 I I . 2. PROVIDE TYPEWRITTEN DIRECTORY ON INSIDE OF PANEL COVER. . ­­..'­­­.' .... ­ ... I-- ....... -, � --11111 ... - ........................ 11.1.1, ... I .... "..' ..... � "I ..... -11 .. ...... . "..", ... ­.­­­ I I I.. I I .1. - I I - . I . * DENOTES PROVIDE AFCI TYPE BREAKER ... - ...... - .............. 111- ...... . ­­.. - I.. � � � 1-1111.11-111 ...... ­­­­.­­­ ...... ...... "..".1-- - 11 � I'll -1111 11 I 11 I'll 1.1111, 11 I 11 11 11 1. 11 I 11 - I 1. I I I I I I I 11 . 1. . I . - � I I ' , , 'L , '' I , - , '' -, ,. ­ � ­­ , - - , " . " " V. : -1 I - _ : , , �' , �' ��I '- � .1 I I � '.- - - �� - . - I ��� - , " , . " , 1, - ., ., �' �r__' , _x'', � __�' , _* - -_ . . 11 - -, � - I ­ �p' , L­'� i �: ""� � _: I I �' I � , � I Z­:A�_ I I _,,� �� _�� � 1, � ��' " 1" .1 � I � I , -: , " : - - - I 41_ I , I t :� I � � " 7 � , , , � � �' - " ­_� J." - � 1� , , - _ , I , �� , i,,�� �: �'- I .. , __� '�; "4' 1-1111 ­,'� _. - ,- - , , , -' 1� " -1 �_ - � �� , � ,. 1� 1, '� � , , , . ,. , , '' ", " _t'".'_'';' _� �� 'f".'. �'�_� - " ., , �� - , '' ,� _ - _.'' - ­' �� ,' - " ­`� , , - , - � : � - I � _i.1`1,11 � I _ I 1. I . I , ,. - � w L ';' � �'* - I _'��'L , '� , -, , , , , - , , � , , , � � ,tA��i� rill�v__ .1; fl - - * ` , I " " 11� L, ' ' "i " --- ` `� I `�i - __"z -111, ' _�'�"" -1 , ;" . , 'ef", ,,� � �.� - " " � � , , , '_ - - , , � ;1� 1� t__�" - ___;'11 li`,� , �v ��: 't` I ��" 11 , � t- -1 11 I � � . . . � , . � � 'fii � , , . � . - .. , , �_: 1 1 , , �,_" � ,_'�� "Ill--,�IZI-�-.�,,�,-��-�,-,�"'.P�-1-��, '�`�',' �_"' �_­il ___1 il __"�r!"'_�i�*1'41 _"��_ , - '. � , , , i �I_ ! " � . - , i � , : , . - . - ,,, � - �� - �,'. -19W - ;1 - , : , '. - � ,..,- . � � , - I � " I � I . ­ 1. 11 I PANEL: � I I'll, I I I I 11 . 11 I - I I I I I'll I � I P22 � . .....' I ..... I.... 11 ". I I � � ­ 1-1. '­ . 84 SPACE PANELBOARD SECTION 2 VOLTAGE: 111. 11 ­­­ ....... -.111-11 ­. I— -.1. � 1-1..."I.I..' 11.1 120/208V 1PH-4W LOCATION: ...... .. I—— .1 ... ­­­.... ..... ­­.­ ...... I -11 ... I.... SUITE 101 STORE ROOM I BUSIBREAKER AIC RATING: . 1.1-11.11I.- .... . -.1111 . ........ ­ � I -1 � 1-1.11.11.1'..".. I ....... I � . � 1111.1.1- 1.1- I..... I I 11 11 1. I 11 1. 11 1 122KA/I 10. KIA I 11 I I 11 I 11 I I ­ -1 1. MOUNTING. I ......... I—, ..... . ­­­ .... ­__ ............. � ........................ I.., ... I ... .."..."..1.11111.1-1 ..... 1.11'.. SURFACE NEMA I - FED FROM: I WIREWAYIC.B. CABINET I RATING: 11.1.11.1.11 ...... ..."......... 1"..", 1-11 I -111 11 1. I—. ..­.. 1. ­. 1. 111.1 1. I 1-1 11 I I � I 1. I ­ 11.1 I 6.010A....1.1-1. . 11 11 11 I � I MAIN CONNECTION: 1"..","�,.���1.1�,.���,�.,�.11� ... ­­­­­..­­ ......... 11 .... I .... I—, ... - I I -.1 I MLO ------.----- FED FROM: .. I..."..".., ...... I'll ... - .. ..... I ... � .­­­ ­­ ... ­ ......... .. .........­­ .... -...."'.1.1 ..... ... WIREWAYIFUSED DISC. DEVICE FAMILY: 80. D NO OR EQUAL - )__ L�' X. N �.c �c 0 ul� 1� w 'j M _� DESCRIPTION "I 2 0 �_ P �e 0 1 Coll NEC-11TO KVA 1 A 1 13 C No. No.� MMECTED KVA A B C I P 1 M IX i- � ,A 5 2 �'a d� .--------- DESCRIPTION w 2 R -SHOW WINDOW NW S 12 20 1 :_,". .:;;1;:;,_ , :1'..... 4"i:iii.�ii�7!�iiiiiiiii�.F.F:��i -.4., ; 41- '.. M -fl.... _. � .. I, 1:11: ;;;1;;1;;;; .. I 1;1.11... .. .. ... .. ':11'11i::1:' 1.44 11� e., i .. ... ::Ill;;;;;;;;; .O..... .........- . . .... . "... .... 1111. 1 ,.. ". " iidiai� i�il:zidl:14411414114;i . - . 1. 2 :: No � 1,44 Tz i .:.:,1:t 11 -1. 1;1:;:1 .;':.T.i.;:::'I-:1: 1.111:1 : ... '.�Mii;­ ... I ... �:.' : I.....,; ''::!I ::1 ... I 1.01: -31:7 . -:;,.:;::id: ;I 2141 ... 211.17174 I .... �D 4 I-- Lj zi � M: . �' .. ....: z z 0 z 11� R -SHOW WINDOW NW N 12 20 1 ::�:!: zi: i lzi . ; IZZV;;;�; - r -j;s:­: : : 1.44 0-1HIJ. 3 ... 4 * �.! !I.: 1 !�� :`iI:44"44ii' , �:1 i... i I 1, .. .. I ., ., . i ..: ., .. i i 1 .. 11"I ww1r I.. 1.44 '.. .1.111 ;;i;. a:7::::i: :. - N: .. .1 .. .Z. ;:�;q::I%q::I � 1 20 12 R -SHOW WINDOW NE 8 .. - 4 .. .. . : .. i " .. � i .1ililillimim I -.111111 I , . 7 3 0.83 1".111 $11111111 , 11ili!iiiiiii1ill1l'...." 3 R -SHOW WINDOW NE N N 12 20 1 qqqq 11 - '�� Bifii ii I T': - . . � , ' T. ; I w ; '11:11irr4 " ;'��11-1111; 1�11 1.44 1 5 1z, 6 .. - liI.I.: ;.,; ir N-i.:;: I. . ... ;.i- 1. I w';Mi.11.1:: T;l ;.. .- Tq. III- 1: W! 1111111!11!11!1!1.-.!.iiiiiiiiill!I 1:1-: 1111 " I lii!i.zll.l 11 I 20 12 R -SHOW WINDOW NE S S R -SHOW WINDOW NE N 12 20 1 : :� . :.14 - I "i iI 4 : I: I I 1: ." .. ` 1z .... .. ... - .. I z i III:: ;; ... - 1_1 I ..... .. 111 t II 11 111* 1.44 �*?"Ir'lIlli; 1111: 11111 1.1'...' 1; 1 4.1,11.1111-1 """I : 7 :- I 111111 ... 111 ;.;:.;. I 8 , ... .ill. ... :a .. .. ... . :. w- .. .. .! :;: zlil;1;i !:2 I ;­:! 1 .- I . .... "I.- wiwT .. 1.49 ,111.11 . 0 ". . ';;;l". I! 1111N '.;.;­;­;.:;'; . .... . -r . 1 20 12 L - RETAIL NE PERIMETER 10 30 2 111111111111111111i'llill: 13 . L-RETAIL SE PERIMETER 12 20 1 ..; ;7;;;; wrm'; 1 , . :1 ::�"r .... ' .1 ` 9 I 1 . I .11i".; I 11 1.79 111lil ...,�r"ii�,,r....!.!,.!,�,��!.....i"-..,"Il111 . ... �. I 1j,.1, ..1ii I'll ...... 11 II I .... .!!,!I'll 11111�� 10, ',III:..:::;.i:::1!t­ "I .., ... .Wi�MmIlN. - .. .. , .; 1 i: . w-woMwil: III " .. .. :I _rr ,. ';j.!...I..;it-- . .N.Mi, I ::% i. ., 4q: .. . . I � 10 .... 111�.--H = 15116:��.,i.."';I�..'....-..!:!;�i:::,;I ..... i - M::wZ:4%q;:: - � � I I, ilillMi: !::: N;E:';i:;!- 7;f::;%111;: 0 ..... 11" . .1.11.1- I SPACE L -RETAIL N BANK E 12 20 1 ;w; %:; . . i a I *:**' ;;I ;; I ��:" ,I - I i 4 : ;::: - I 9 .." ll"' `�r` ..". ....'..."; .11 N-1 � 111; l"1111 1111illill . r. 11..'III71�;'.; .4 11 111.1111111111111i 10111111 1111�. 12 . ­�.- 7 id i- :i N I I ... ii:, I:''; �; I :­.;.;. I I I.. I ;iw;j inil; 7:1 I 1.49 I I 111 i :wqi; I .I :::; 1 20112 L -RETAIL S BANK CENTER - 20 L -RETAIL S BANK E 12 _ 20 1 I � ­­` 4� �`­" ' Is "" i .. 1.49 11, 1111 ..' .."..11", i-11". ". " i ii "' � i 1. 11 1111 -Ill .111 .......... 111111-1111.1 .11,11111" .......... ...... '11.1,11i "'; 13 14 i;4 * 1 , ';.."'.�..'!!�.'!,.-"',,.�"..l�..44 " - - ill"IM 1 20112 L -RETAIL S BANK W SPACE SPACE L -RETAIL NW PERIMETER 12 20 1 . . 1 :1 ... 11�­i`11:111': I ;i i . 1 : Am 'i iii -.1%. i Zj . ii % 11. I I .; i1e. 11�1110.1 1101 11 .61 ... _� ;� i: liz qN, I 11, . ........ Z-4:': H. : . 1;: M ii : 1 31;; .49 1:I::1;t;!;-t flll;� IiIii ­ S L -RETAIL BANK W L -SAFETY 12,20 1 .'_'. . ` I ' ' "', ' : " ': I i, . . i� I . , .* "i i 4 i : .... .. . ' . .; i .' w q , :;; i . " ... i.. , ::: ; q i - ; i ... I .. 1. ... . .....' ."I"i"I"; : ... .. '. i:li 11 ii;: i;l 1 .... .. � ii. . I: . . .. I. .. M. 11 illh---1�11111 � 1, : !Ill 0.45 17 �.....�......;.;Ir.�...-....Z.Z:::; 18 I 2 iiii; I iii; ; iiii: * "I 1 1 i�;i :1 ' Na;;z ; �:1 'I , III; I wo ;: .. .1 I'l; .I 1 q :ii :z i:i ;I 1 4 I Z: i i; ' I N I � . I Vit; I il!4:1: inz : i L ;i ; g I 11; 1.86 .: 11 lzt i- 11 I 'M1411 THUdi 1 ; ; 1 20 12 L -RETAIL SW PERIMETER - ill!pl �; iiz�l �27 R -TELEPHONE BACKBOARD 12 20 1 . i '­ ... 0.36 '1111 .��"**..��.-'i�,'�j�i�iiiIIii�iii �iii�iiiii��;r.�ii�i�ii;.-.�ii':�*;;":;;I 1 9 ,111- ....,l. 1 - ...I I'l . - zo :i t: �:::.:tj1:t:i:jr4tj 'III 1 ii .§�.i :ill i4 4 %:41- " w: . :4:ii!l!1 t; I 0 Em ; ,.. I , I; I;: W . . i:; '. . . - :i:,T:';;;;i;..'. � - SPACE SPACE 1 30 I ;z H: i�ii2'l"1::3i;:I0;!1-;1 V .. i::q2.1'::.::­i�' __ SPACE SPACE ;:;7! w i 1:::10 z i1i N - - - .- " ' . : I" I - .,*I" '1111111111111 21 0": I ii""N'11 I..' ,:: I " "' ` :: I I Iz "1111111I I 11 111111.51 11"I'll 01 11,11,11111111111111, 221 2 ;If ;:-; ;: i: I , ::- Ili :!:: z I i . Z:;I; I I I 1; I - I iw:74w: i� ii!�'. . :I! N .'.'...'�"i,!.,!.!;Ii,;,i!!*Iil,.;.,.;i..-.;. . .: . :!: ;;;:;:;; 0 . : ;; . :1: :f:;:;:;: I * inown :M ::::!':: . :: "ilili . Mi.; - i''11 I,;:,:: iiiiiiiiiiiiiiiiIiIiiiiiI 0 ::;:-;;:;:;!;Ili Z;"!.Il,�!;i;::::i�:.i:-:iili:!i;:;��"....... - CE i ;%z; 1 i "i'l;ii"i ;I 0 .."11'. lli'i 3313411,11ii., ... I - SPACE . - 44ili4i I I �! li i....1sm; .1 I I ,I I 0 11 .1 11 I 11 III ; ". ii ": " III I i4 " I - .111"I'I ` '11i.- "'.."i'l"I'l, lii 0 23 1111illill 1111, Iii1i Our l.1-1 11 1111, . ' "liIiii * 1` 24 4 . :i;i:i H;; z 1 :i;!;;;ii I :i::Iill114l: .. I j% 'Jil"; 51 n ll, Ili ,;;III - "iliz; -.11111:1 !I;;:;. :i:;:;:Z:i;i:;;;:i;i:iz,��:.:.Z.;.�.:.:�,.; . __ j44:::4%.-!.-:.4 . i�iiiiiiiiiiiiii�.i!ii,i.'.iiiiiiI :Tiqi;is:;i;i:s:�-..':­i v ,T.i ::Z:;��i::z -:1 SPACE ; :.i;:!Z­'.ip!. ;1i1iip:;i;:::i;;i1:;1 ...... .iz: V j:.Zj:'z ... _.: ii:;:�:! l;i;�; .... . i:... 'I'li... .-I .:; SPACE SPACE0 I .* 414 ;;' - z: III I i I***: ' - :11l; I iz.. .��"....,:��-I'�..*'..**,!ii.....r,r***,:.r,.:."**�,.II ii,��Iii.�r.",.,,,..Ii�"*:;.ii�.'!i'�'!"I M;Iii� i i 01111 1"', t26 26 ;M11- i Z i 1iiiii 3­1�::! 4:4ii:;1: Niz ,;:::!:;: ;I;: 0 .. ij;:Z;j ;;!;.I . .. I I.. SPACE r= SPACE -:4., 1, ;; ; ::::.'i �.' I "'I "".....41"'111 ;PI;:;:::t .' - "'? I- � - z I - ' '' ... " .... I 1111IM-1,111" 39140 .� III 0 I � 11 I I I III I I. ......I .. I _ I SPACE - I I I I :II.M.­ lilili.-,iiiill!l.�.;..,�';Illl.**�,,�".I�",�,�:11 0 H ... I.. III !.111 �"; : z11111.1ilill .:: 111.1 11 . 1111ill z ir w;i:;w:!::%:*::Z*;1Z:i!T' ...... ; zs �8 , ; : ..... ;; I M444MI44; -N. ...' ... :; 11 M 1. 1111 I ;;; 111 . ; N 0 . .. '. ;:;. ' .. liil i ­1'w;;;. . 11 Ui: 11im" 1,111 � - I 1-1111.1 .. 1, 11i .. I :111:nliziq'i 0 411421'':".i.�,.:..-.',......�.-iili,....Ii:i:::;::;41 ii;011iiiiiiiihilI111113 SPACE - . S PAC FE SPACE I - 3.5 3.08 1.55 TOTALI I! ... - i i -*I! t , ; -0 I. , - 0 29 I I -� ''I - 1 ." 11'. .. I ME j111 -11111i 11, I i -��Iii '......1 1111; H, _ 3 ON; ! 1'..iq; q .....�.' .-I ;.. . " .,,.;;; 4 , - :I i I I I i H I d i I!..! ljn� .. 1 I ....; i I "I I 0 1!I I .. I 11 1 I I N 111: '11;' 11, I '. IN - SPACE DF CALCULATED DEMAND - KVA LIGHTING SPACE - - ­zi:: I I .... 0 iii 31 32 I I i. : ow :;Ili gmm-iil 0 i��,',,',,,"';,.",.-!,i�'�..,'..�':17:;!!;''' Ily;:;T: Or .. 2.73 f1I= I SPACE 2.73 RECEPTACLES (OVER 10 KVA) SPACE �..ii�!i,i,lil!ll!��1.11111!1111111�!l� , riis:Twr­­;';N.;.i: , - LARGEST MOTOR 19.53 SPACE 1.25 24A1 SPACE I.::! 'I "i C :::;:1:Z; :4 I, :11 I .;;. I ;" 11. :1 !- 1:111: �:�:;�:; I: �11:14zq;i *i;i4W1.:z :I;lz 1111 ... ,,.; I ii:�Ii�: : i i: I:!I11' 2.49 EQUIPMENTIHEAT , 17.40 SPACE I ,� ..' . Mi i 1 �- 0 0 q 01.1111�1111.' N li�i 11 I I llii*""ii"'�ililll*'ilil"'e�ilil.""r"'IliiI s � III ; 1111 37 38 :I .,.;I I " 'zi:.: :I: ;' I iizii7i i I is:lli � Ili 0 ;! 0- s­­�;-il:wi SPACE 0,.00 PANEL SPACE 010 M. - I i I ;i 1! M :01 � ­zlll; l i : i : 0 1!1 I: . i :1 i! 40 :j:j:!!:fl1i Iii iiiiiiiiiiii;liii!!iiiliiiiii!iifi; I im : iiiiiiiiiii�'11111,1,j�ililij;i.1 il;11112"I! 0 I !�lI�,!,Iilii�iiiiiijililili�!l�j . --t SPACE TOTAL DEMAND KVA -I-,-- SPACE i; I I I I ii i I;; . ilj!! I Ii. I, :� : :.Iliq I . ..1I;i'­,';'i;,'fl;1 -1 . . . . . . . .1 - 0 41 4Z 4;;il i i �1!1!111:;i:",i�:liiliiiiiii!llii!iillI * iiijilililli�'llillillillilli�illl!llil! 0 i :";;y1I11;i`4!:":;:T i I Z! I 741 iiiii,"�.-'....Illlllllll-.,.'�',IillllllllliI i: - - , TOTAL AMPERAGE - � Z$JJA(.;ft 132.01 - - ', .", 4836 3.38 TOTAL 4.42 4.42 4.79 26.6: ' . a TOTAL CONNECTED KVA SERVES CONNECTED LOAD - KVA OF CALCULATED DEMAND - KVA LIGHTING 16.14 1.25 20.17 RECEPTACLES (FIRST 10 KVA) 10.44 1 10.00 RECEPTACLES (OVER 10 KVA) 0.44 0i,5 0.22 LARGEST MOTOR 0.00 1.25 0.00 OTHER MOTORS 0.00 i I 0.00 EQUIPM ENTIHEAT 0.00 I 0.00 - KITCHEN EQUIPMENT 0,00 0.00 PANEL 0.00 I 0.00 I TOTAL DEMAND KVA . 30.39 I - TOTAL AMPERAGE I 1 84.35 NOTES: I I 1. VERIFY, ELECTRICAL. REQ11UIREM ENTSIFO­R �AIL..L,..E.QU.l,.P,M.E.N.T��IW.I.T.Hl."M..A.N.UIFIAC.T,U.R.EIFIZ.�S��.MAIN..U..A.L"IIPI.Rll,O..R..ITO.11. ".."..'.. ".. I 11 - I � I— BIDDINGANID INSTALLATION. ". - �. I .1 -11", .... ­ - ... ­­. ­­.."......- ..... ­­."" .. ... .... .... 1.1--1 ... ....... ..." ...... ­­­ .... 1.1 ........... .. ­ .­­­ ­.­ ­­­­ ....... . -1 I—, ..... I .............. ­.­­­­.­­.­ ... � ... 11.11 - -11-11-1- � 11 -11 .... . I.. - I ­­ ... I ....... 11.1 I 11 I I'll, I ­ I'll. I'll I 11 I 11.1 I .... . I'll, -1111.1.1.1-1 ... ­ - ­­ I � � 11 I.I.-I ......... � ... � ... � ............... 1.11- � � I .... . "I'll, ... � -11".. 11 .11 1. 1. 1.1-1 ..... I ...... __' � I ­­­ ­ � I—— � 1. I � - ­.. I.. I'll, 1. 1. "Ill., - 11.1 1.111, 1. I - 2. PROVIDE TYPEWRITTEN DIRECTORY ON INSIDE OF PANEL COVER. I � I'll, 11 I ...... 1. ­ . 1-11-1. ­­ . I.., ­­­­­­­ 1-11 ... - .­­ .... I ... ­­ -.1-1-1.1- ..... I .... ... .... 11 .... ... ........ --11.1"..' ............. I.I.-.1111. � ... 11 ......... ---11. I. -.1 .... 11.1 ... -1 ..... . ­ .... .....-I.I.- ......... � ........ � .... 1.11-.1... .... I ... -1. -1 I ­ I.. - .. .. ... ­ .. .... I ...... ­ ................ 1.111,11".." .............. * DENOTES PROVIDEAFCI TYPE BREAKER I I . I'll 1.111, ..... 11.11 ...... 11.1.11,11, ... I .............. . 11.11 1. 1.111.11,1111, ..... ... ­­.. ......... 111.1 ..... I ..... I ... ...."..... ...... � ....... � ...... 1_1 - - -...".111111.1--l- ...... I . . .... ­ I., � ....... '­.' ..... 11.11, ... .1, I --.1...'.. I'll., .... I ........ 1.11.1 ... 11111-1-1 ... ... ­ ... 11.11, ­­­ "..' .... ­­­­., . ......... -.1. ... -11. � ­­­ 1. I . � I �. 3. PANEL TO HAVE 84 SPACES. . . " " , , . 1. I 11.1."'... 1'1---...- .. . ...... .. -, -1."...-I ..... "...' .... ....1--l" .... � .... I ... c .......... � .. ..... I ... � �. ".. -11 ­'­­ ... ".1-1- .... I ......... � ... ..... .... . . %1-1 ....... --1111111111 ... . ..... ... I., ................ ­­ ...... . . .................... 111111­�' .......... '.1 ...... � .... . ... ...... .'."".'.'._.."1'_-. '-'..",_...'4--%- . . . ..... "'...­ .... .1"...""',- ­­ , - �'­'­. I'll �'..... - I I'll I 11 I I I I I I.. I .. ..... ... ­­ 11-111 - - ­­­­ --111-111.11 . ...... ... ..­­ ... ... .....I.-.1'.. .­_ ­­.­­­­­ ­ .. .... 11 - I..... �.. - ­ ­ 11.11.1.111, .... 1.1'..'..I.I.I... 1.1111- 1. -11-1.1'..' --....1.11 1. - 11 111.11.1.1 ..... I.." I I � . I I . I I.. I . I . . . I I -1 � .... .. ­ . ­­­.­.­ I... ..... 111.1 ........... I I -1-1-1-1 ...... ...­­­­...". - ­ I 1. ­­­ .... - ... I . ..... .. I .... ... I...''...."." ... I ... I ...... ­­­ .1 1-11-1-1-1 .. ... -11"..''..' ­­.. 11.111I. -I.111 ------------ PANEL: P5 ­ 1. 11 I VOLTAGE: 120/208V 3PH 4W LOCATION: SUITE 104 I I ICE CREAM SHOP I BUSIBREAKER AIC RATING: 22KAJ10KA I 1. I I I I - I � MOUNTING: FLUSH NEMA I I 11 ­ RATING: 200A 1-1 I ­­­ 111-1 "..1.1. � MAIN CONNECTION: 11 I- I 11 MLO - FED FROM: .. I..."..".., ...... I'll ... - .. ..... I ... � .­­­ ­­ ... ­ ......... .. .........­­ .... -...."'.1.1 ..... ... WIREWAYIFUSED DISC. DEVICE FAMILY' , . . ... ..... 111-1-1--.1- . .... -1-11 .... I .......... I I ...... - .... I I—— - SO. D 00 OR EQUAL DESCRIPTION )__ L�' X. N �.c �c 0 ul� 1� w 'j M CONNECTED KVA P, I A I B C No.lNlo. :D COMECTED KVA A B I C I P = z 0! tj U M R 0 I,'_1401 DESCRIPTION j_: < w 2 Ld 0� 0-_0 C) F- SPARE _j �� ur) ILL �:.' : I.....,; ''::!I ::1 ... I 1.01: -31:7 . -:;,.:;::id: ;I 2141 ... 211.17174 I .... �D 4 I-- Lj zi � M: . �' .. ....: z z 0 z 11� WINDOW RECEPT 12 20 :iiiii4:;:I 5 .:17:11 ...... : -1,!;;;; 1 J� 1: 11 IMI 0.72 I-, 11 ­;­ . 1 ;� M.dw� I;.; I. I; :::.!:;: 1,­:Zjz;;i4;�1..;1!;;�;;iT. ", ', L111i .. . 111 . :::::M 6 l::ri.9:Ni:.iRTwi -il.w'' . - r M iii; I ,. .. :is VIR ; .. .. 0.75 mwl.: :' 11M. 1 IN N. M, lijil 11 .. iN . w. "!� - . I I.R., 01. 20 121 R -EWC AHU-7 8 50 .. - 4 .. .. . : .. i " .. � i .1ililillimim I -.111111 I , . 7 3 0.83 1".111 $11111111 , 11ili!iiiiiii1ill1l'...." 3 . ... ::: .";i;i;; i4!I;.wi:iz;:iiIw; i;l 1f:::; ­:.:.:'SV:. I. III ...... I-. I ­:;" I --";;`-.' .." I . M.. ii':;..:NN:; ;, 4.3 :I; I No: 3 1110ill .111;. I I i';1!::M; . . .:"t: 45 8 CU -7 - . = :it ____ 8 . . - 'i q 0.83 1 1 I - � I -I: 12. !I ..' iii;inz�.. . ::::� t sz; I.M." :: - ITM."i ... i.:" ­. i iL 'Mi:II!1i!1 !I!. I Mi. 3..: ... I - ti ,: ..' � 4.3 Itfl i;."'.1 ... i ::: :i 1:1, 1`11:H1 .: -1 � I . 8 __ WTR. HTR. JAN. CLO 10 30 2 111111111111111111i'llill: 13 14 .:i:i;ii:` ' : .. i: - i IN * ;. ;;!! .I: 4 I I 0 ::11'im: 111111,11"I'li i 1111 I �ll,�:ii*"i.i.*.....*....,........"....*'..*"....*.ili.."......**'...."...*,�..*..ii1i �: ' . III I I I SPACE - __ 10 .... 111�.--H = 15116:��.,i.."';I�..'....-..!:!;�i:::,;I ..... i M::wZ:4%q;:: - � � I I, ilillMi: !::: N;E:';i:;!- 7;f::;%111;: 0 ..... 11" . .1.11.1- I SPACE SPACE I i:1::i 1: U 11116 i1miligmH ;; :20:1111111,1411i 141itififill ... ... !!"I�,.-",.'*'...--",-"..:��I ; i 1: 0241:1iiiii � .Fi,:4,1:;11:i:4 isr! I I SPACE - SPACE i�. � w i zi-iii; 11; 'i;:4' Z:i : :. I z:111:1" : :1 i Mla:z:;�;!N 0 '� y!I::­!!: 19 ION !, . : 1v;:;';:;:;:z:. ".1.7 1; . I 20 . . ; ; 1;%Nj;:;;' '!' ji!�i : Wi;- I : :: .; 0 �l,,�',.',��l::';;;'z�l:!!!:;�!-,':;il:::Ii�i MMil! ,;: ' ' SPACE _____ SPACE - i i: il 0 iiiiiiiiiiiiiiIIIIIIiiiiN .111 iiii; '11j!1!1jIl1i:!111111:11 * "' SPACE SPACE �iIi""` _____r!v:;:7z;j'j;v.;i1R:i I,: i, 1 14 i i i 1 z j 1: I I .... 1-111.mpa; � ;1- __.! - .011111:0111: . ill 1: : v 23 ii 1; .NM Z-4:': :::1!!i i I!:;! i z .... "I"i I "':":"" U I'MiM " � ;I;- li�lil;,.:"�,,::�!i,:I.!;,;,;:;I S SPACE : 1:01M:1 lilll�!N gi;tim q, I ii I 11M.Mi., 0 ill!pl �; iiz�l �27 :; 128 1 1 j! � - SPACE ,i. I RM 0 49 1 30 I ;z H: i�ii2'l"1::3i;:I0;!1-;1 V .. i::q2.1'::.::­i�' __ SPACE SPACE . ,.: " !1:j:::...- ; I a!-;:!:'.1 . : . : I "' 1'.." '1,111-z 31132 I 0 11 11111. ... ill: inown :M ::::!':: . :: "ilili . Mi.; - i''11 I,;:,:: iiiiiiiiiiiiiiiiIiIiiiiiI 0 ::;:-;;:;:;!;Ili Z;"!.Il,�!;i;::::i�:.i:-:iili:!i;:;��"....... - SPACE i ;%z; 1 i "i'l;ii"i ;I 0 .."11'. lli'i 3313411,11ii., ... I . - 44ili4i I I �! li i....1sm; .1 I I ,I I 0 11 .1 11 I 11 SPACE -SPACE SPACE __ j44:::4%.-!.-:.4 . i�iiiiiiiiiiiiii�.i!ii,i.'.iiiiiiI :Tiqi;is:;i;i:s:�-..':­i v ,T.i ::Z:;��i::z -:1 I 'jv ; :.i;:!Z­'.ip!. ;1i1iip:;i;:::i;;i1:;1 ...... .iz: V j:.Zj:'z ... _.: ii:;:�:! l;i;�; .... . i:... 'I'li... .-I .:; SPACE SPACE ___ ;.; ... : :-Tii.ffi..1.d'd . - 1: I l. .� in . :::.; IMN :;;q.Fj!.:-id. - :Mfl; Z-; 1, 1, I ::: ­.. ..' ;I; III. ; : Mc; . 0 1; 14;4;i;i:� :: I::, .;,.;I:, 37138 ;; 4 I :1 11. - .. ­;.i.;,.�. 11 .iI.;Z;1 111 - - - - - 0 111111,11ilill -4 .... I.i.; ... .:-.':..111!1 - i'' - ii 1111illililiII111 1IIIIIIIIIIIIII!!!Imilil - I ....... SPACE SPACE -:4., 1, ;; ; ::::.'i �.' I "'I "".....41"'111 ;PI;:;:::t .' - "'? I- � - z I - ' '' ... " .... I 1111IM-1,111" 39140 .� III 0 I � 11 I I I III I I. ......I .. I _ I ' :14: !;.:!;: ..i.: 1:1: . 'd.. ;01: :11:1 .. I; mIlMiNow . OwMi.. i;wi I 1 -:iM:;M;:*:;;I!;.' I 0 11111114111111; 1, .. � :;i'::;.: . t SPACE SPACE I :111:nliziq'i 0 411421'':".i.�,.:..-.',......�.-iili,....Ii:i:::;::;41 ii;011iiiiiiiihilI111113 :: q z; 4i !I - l44:;;H9;t::i I; ;:;:I .;:;: !:--it:14. :1 0 :::;i �i:ii;i - d:� 1 ;i::: . . I.: . S PAC FE I - 3.5 3.08 1.55 TOTALI 5.02 4.8 5.05 23.04 ,SERVES CONNECTED LOAD - KVA DF CALCULATED DEMAND - KVA LIGHTING 0,42 115 0.53 RECEPTACLES (FIRST I 0 KVA) 2.73 1 2.73 RECEPTACLES (OVER 10 KVA) 0.00 0.5 0.00 - LARGEST MOTOR 19.53 1.25 24A1 - OTHER MOTORS 2A9 1 2.49 EQUIPMENTIHEAT , 17.40 1 17.40 KITCHEN EQUIPMENT 0.00 0,.00 PANEL 0.00 1 0�00 . TOTAL DEMAND KVA 4T56 TOTAL AMPERAGE - --- 132.01 NOTES: ... __ � .... __ .... .. ___ ... . .. .. ..... ........ ..... __ .................. - .............................................. - � ............................................... 1. VERIFY ELECTRICAL REQUIREMENTS FOR ALL EQUIPMENT NTH MANUFACTURERS MANIUALPMOR TO BIDDINGAND INSTALLATION. ­ - � � . I . � 11 I., I... -.1 ... I "...1.111 ..... 11 ....... � ........ "....", ..... I—- ..... . .­­­ . .... -'..1-'.'.._"... 11 .. ... I .. . ... - 1 2. PROVIDE TYPEWRITTEN DIRECTORY ON INSIDE OF PANEL. COVEP, ­­­... 11.1.1 .... - I., I 1.11.11.1. � � ­ ". I'll, I ". I—— ----l- . I ­ .1 ..''.. ­ � . - . I I � .-,"...I., � 1. I—. � - 11.111-111 ... ..".1--.1 ............ -.111 ... ...... I ........... � ... � ....... ..."'..". .I.I.I...".111.1'.- I I I I .11 I_— I ­ � I ­ �.. - I'll "I'll I'll, I I I.". "I I 11 11 I I I I 11 I I'll I I .1 I 11 I., "Ill.- .... I . .... 1. 11.111.1.1 111.11'..", ..... '' 1111-... - ... -11-1-1-1-1.1.1.1.1.11 ..... ­ ....... I __ 11 ... -.1-1-1-1.....1-1- - .. ............ I-- ­....".,..... ...-I 6 a- a- < fE_:_ U �if I-__ U U , I— n :�: I . 0 z 0 X �2 > Uj w 0 Lu U) > Ili X C\j I Uj w �- < C\J 0 1 I, - Fort Pierce Engineering, Inc. Dependable Mechanical, Electrical & Plumbing Design C.A. No. 28173 315 South 7th Street Fort Pierce, FL. 34950 Phone: 772 672-4636 Fax: 772 672-4637 Ff) 0) 6 K) > _j ' Li ;� Co LL 2 0 I.- _J 0 z > --- 1.1.1 < -, 'J� :3 - LLJ 0 0 0 a- 0� W cc 00 < 0- = CL 00 U . L%%" - N Q - Tk��e-# ..* ,EN 01 I 0. 4 % 0590 IS . . '0 diiiII . ....... . . '!i. "I'll, -:�T -0 I :'�7r , .. �)' ', 1�1!'�'o. ,%�' .0 0", aTAT,­ - OF '­ ,�; , 1. *0 -1 ", '-""��j - I, 0 . 'r. "". V- , � ". 0 �� I __ - wi:�p".4' ai-R-��Ia'- "--1Z`$' ....' I I" -1) . & . - "... -, � , 4, , & ...A.i.", -, ii��' . I - '�. ' - ' " - �#t;'ff ON 0-; " .'�*'--' 11,011-mioT �- Timofhy C. Trewyn, PE P.E. No. 61580 THESE DECUMENTS, ALK WITH THE C[lNCEPTS AND OR DESIGNS PRESENTED HEREIN ARE INTDWED ENLY FOR THE SPECIFIC PURPOSE AM CLIENT OF FaRT PIERCE ENGIHEERING� IW_ FIR WHI TWI WERE PREPARED. REUSE OR IMPROPER RELIANCE ON THESE DOCUMENTS WITOUT WRITTEN AUTHORIZATION AND ADAPTATICIN BY FORT PIERCE ENUNEERING, IC SHALL BE WITH[UT LIABLM TD THE SINIE COPYRIG902M FURT PIERCE ENGINEERING, IW_ ALL RIWTS RESMVED. - SHEET TITLE ELECTRICAL DETAILS, RISERS ISSUE DATE: 03-14-2012 0 0 n Ili F_ OF 7 1 :D U) j_: < w 2 Ld 0� 0-_0 C) F- _j �� ur) ILL �D 4 I-- Lj z z 0 z 11� 52 0-- �) V) LL F:: w 0 Z J:) OM5 L,J - o -i 6) `� C\j LLJ N _j �F C\j :2 n Ff) 0) 6 K) > _j ' Li ;� Co LL 2 0 I.- _J 0 z > --- 1.1.1 < -, 'J� :3 - LLJ 0 0 0 a- 0� W cc 00 < 0- = CL 00 U . L%%" - N Q - Tk��e-# ..* ,EN 01 I 0. 4 % 0590 IS . . '0 diiiII . ....... . . '!i. "I'll, -:�T -0 I :'�7r , .. �)' ', 1�1!'�'o. ,%�' .0 0", aTAT,­ - OF '­ ,�; , 1. *0 -1 ", '-""��j - I, 0 . 'r. "". V- , � ". 0 �� I __ - wi:�p".4' ai-R-��Ia'- "--1Z`$' ....' I I" -1) . & . - "... -, � , 4, , & ...A.i.", -, ii��' . I - '�. ' - ' " - �#t;'ff ON 0-; " .'�*'--' 11,011-mioT �- Timofhy C. Trewyn, PE P.E. No. 61580 THESE DECUMENTS, ALK WITH THE C[lNCEPTS AND OR DESIGNS PRESENTED HEREIN ARE INTDWED ENLY FOR THE SPECIFIC PURPOSE AM CLIENT OF FaRT PIERCE ENGIHEERING� IW_ FIR WHI TWI WERE PREPARED. REUSE OR IMPROPER RELIANCE ON THESE DOCUMENTS WITOUT WRITTEN AUTHORIZATION AND ADAPTATICIN BY FORT PIERCE ENUNEERING, IC SHALL BE WITH[UT LIABLM TD THE SINIE COPYRIG902M FURT PIERCE ENGINEERING, IW_ ALL RIWTS RESMVED. - SHEET TITLE ELECTRICAL DETAILS, RISERS ISSUE DATE: 03-14-2012 DRAWN: TICT APPROVED: TCT DRAWING NUMBER E-4 SHEET 6 OF 7 1 12004-02 7 DAY DIGITAL TIME SWITCH, 2 CHANNEL, 365 DAY ADVANCE SCHEDULING, LCD DISPLAY, MANUAL OVERRIDE ASTRONOMIC, PULSE OUTPUT, 120 VOLT, BATTERY BACKUP 7 DAY DIGITAL TIME SWITCH, 2 CHANNEL, 365 DAY ADVANCE NEMA 3R ENCLOSURE. SCHEDULING, LCD DISPLAY, MANUAL OVERRIDE ASTRONOMIC, PULSE OUTPUT, 120 VOLT, BATTERY BACKUP t ----- TC r INTERMATIC E1215W OR EQUAL NORMAL ON/OFF { ! OVERRIDE TIMER, 4 HOUR MAX. 20A SPST TOGGLE r TC CONTACTOR #3- LOCATED NEXT C� TO PANEL. NEMA 3R ENCLOSURE. ........... 2 AMP SP°r...... Sp FUSE I PI -14:16 ; SITE LIGHTING -N PARKING AREA SQUARE D CLASS 8903 TYPE LG40 i C� 4 POLE 30A LIGHTING CONTACTOR 3-' SITE LIGHTING -NW PARKING AREA OR EQUAL PI -18:20 -.-1 2 AMP PI -7 •-- I WALL LIGHTS-S,W WALLS FUSE I PI -9 ..--=-; WALL LIGHT WALLS P22-15 L -NW PERIMETER PI-IIWALL LIGHTS -SW WALLS P22-9 �;� L -SE PERIMETER P22-18 L -SW PERIMETER SPARE P22-8 ;{ L -NE PERIMETER PI-136� SITE LIGHTING -NW PARKING AREA T P1-17:19 SITE LIGHTING -NW PARKING AREA CONTACTOR #3 EXTERIOR LIGHT(NG CONTROL DETAIL INTERIOR PERIMETER LIGHTING CONTROL DETAIL SCALE _ (N.T.S.) SCALE = (N.T.S.) REFER: TO SITE PLAN FOR FIXTURE TYPES AND NUMBER OF LUMINAIRES PER POLE 7 DAY DIGITAL TIME SWITCH, 2 CHANNEL, 365 DAY ADVANCE SQUARE STEEL POLE SCHEDULING, LCD DISPLAY, MANUAL OVERRIDE ASTRONOMIC, PULSE OUTPUT, 120 VOLT, BATTERY BACKUP INTERMATIC E1215W OR EQUAL NORMAL ON/OFF SPST TOGGLE 20'-011 OVERRIDE TIMER, 4 HOUR MAX. HAND HOLE WITH CAST ALUMINUM COVER i TC GROUT FOR FULL CONTACT #6 GRD WIRE CONNECTED TO POLE ... FINISH GRADE THERMOWELD Snor Sn PULL BOX BROOKS PRODUCTS OR EQUAL SEE DETAILS "E' AND "F" . _.... .............. C BRANCH CONDUIT INTO SQUARE D CLASS 8903 TYPE LG40 M� PULL BOX 4 POLE 30A LIGHTING CONTACTOR ..;;. :.:. OR EQUAL 3 5/8"X8' CU GRD. RD. 2 AMP ANCHOR BOLTS ,_0" `:'.."f'.,; P22-16 WEST FUSE I PER MFR 6 _ J EAST w P22-11 A SEE NOTE 2. 1/2' CONDUIT INTO PULL P22-10 CENTER BOX SPARE CONCRETE FILLED 24' SONOTUBE NOTE: N 1. USE EPDXY SPLICES FOR SPLICING CONDUCTORS IN JUNCTION BOX. 2. REFER TO MANUFACTURER STRUCTURAL DOCUMENTATION FOR EXACT BURIAL DEPTH. SITE LIGHTING FIXTURE AND POLE DETAIL INTERIOR NORTH HALF LIGHTING CONTROL DETAIL SCALL SCALE _ (N.T.S.) (2)SETS OF (4) #50OMCM CU IN EACH. EACH SET IN 411C• WEATHERTIGHT �—DEDICATED 120V CIRCUIT (1) SPARE 4" PVC 12"XI2" WIREWAY (2)SETS OF (4) # 350 CU $ I # 2 I TO FPL 208Y/120 EACH SET IN 3" PVC �-I AS � L TRANSFORMER 7 DAY DIGITAL TIME SWITCH, 2 CHANNEL, 365 DAY ADVANCE SCHEDULING, LCD DISPLAY, MANUAL OVERRIDE ASTRONOMIC, PULSE OUTPUT, 120 VOLT, BATTERY BACKUP INTERMATIC E1215W OR EQUAL NORMAL ON/OFF OVERRIDE TIMER, 4 HOUR MAX 20A SPST TOGGLE /—PROVIDE NTH CONDUIT „ STRAPS (4) #3/0 CU 81 I # 3/OG 2 PVC TWO DUPLEX RECEPTACLE/RETAIL 104 RETAIL 103 ARCADE 102 BEACHWAVE 100 WITH COMMON COVER. 81 (4) #3/0 CU a I # 3/OG 2" PVC A F(4)#3 a 1 #8G. 200AR 200AR 3 200AR 3R IOOAR 3R . 4 200AF 3R 200AF 200AF IOOAF PROVIDE UNISTRUT WITH PROVIDE ALL CONDUIT STRAPS AT 8 A.F.F. WITH BUSHING AND FISHWIRE PVC WITH 2" CONDUIT TO }1}6 GROUND TIRE TELEPHONE CO. (4) #3/0 CU 81 I # 6G 2" PVC TELEPHONE TERMINAL BOARD DETAIL SCALE = (N.T.S.) r Ss S sor ..... 2 AMP ' I P22-14 FUSE I - P22 -13 P22-12 (- SPARE 7 DAY DIGITAL TIME SWITCH, 2 CHANNEL, 365 DAY ADVANCE SCHEDULING, LCD DISPLAY, MANUAL OVERRIDE ASTRONOMIC, PULSE OUTPUT, 120 VOLT, BATTERY BACKUP INTERMATIC E1215W OR EQUAL NORMAL ON/OFF OVERRIDE TIMER, 4 HOUR MAX 20A SPST TOGGLE LIGHTING FIXTURE SCHEDULE I .............. .......: €:............ MARK MANUFACTURER - PART NUMBER LAMPS VOLTAGE MOUNTING DESCRIPTION REMARKS NO TYPE WATTS C 2 POLE 30A LIGHTING CONTACTOR III101111 ( OR EQUAL A DAY BRITE - 2TG8232-FA-21-120-1/3-EB 2 T8 32 120 CEILING 2'x4' FLUORESCENT PRISMATIC TROFFER. PATTERN .125' NOMINAL LENS FLAT ALUMINUM DOOR FRAME.. SPARE --,I r--- SPARE SPARE FLUORESCENT CLEAR MOUNT CENTER LINE. B DAY BRUTE - WB217CP-120-I/2-EB 2 T8 17 120 WALL PRISMAT CSTEEL END CAPS. WITHABOVE COORDINATE ARCHIT CT URAL PLANS. COORDINATE HIGH BAY FIXTURE, 16' DIAMETER OPEN ACRYLIC MOUNT AT BOTTOM OF CEILING TRUSS. C DAY BRITE - HBC442CU-ARI6 4 CFT 42 120 CEILING REFLECTOR. SOUND RATED 'A' ELECTRONIC BALLAST. 10 FOOT ON CENTER SPACING. 186 INPUT W. 2 LAMP POLYCARBONATE EMERGENCY LIGHTING MOUNT 8'-0' A.F.F. FOR WALL MOUNT. D MCPHILBEN - CAX6H 2 MRI6 18 120 CEILING/WALL FIXTURE. HIGH OUTPUT HALOGEN LAMPS. 5 YR LIFE. 65 TO 85 DEG F. LEAD CALCIUM BATTERY. LED THERMOPLASTIC LED EXIT FIXTURE WITH NICAD MOUNT 8'-0" A.F.F. FOR WALL MOUNT. E MCPHILBEN - CXXL-3-G - LED- 120 CEILING/WALL BATTERY. GREEN LETTERS. COMBINATION 2 LAMP POLYCARBONATE EMERGENCY MOUNT 8'-0' A.F.F. FOR WALL MOUNT. F MCPHILBEN - CCAXL-1-G-W 2 MRI6 i8 120 CEILING/WALL LIGHTING/EXIT SIGN FIXTURE. HO HALOGEN LAMPS. 65 TO 85 DEG F. LEAD CALCIUM BATTERY. 4, SURFACE MOUNTED WRAP AROUND FLUORESCENT G DAY BRITE - SWW-2-32-UNIV-1/2-EB 2 T8 32 120 CEILING/WALL FIXTURE, 2 LAMP. 48" LONG FLUORESCENT WALL BRACKET. CLEAR WALL MOUNT ABOVE MIRROR CENTER LINE. H DAY BRITE - WB232CP-120-1/2-EB 2 T8 32 120 WALL PRISMATIC LENS. STEEL END CAPS. COORDINATE WITH ARCHITECTURAL PLANS. 4 CFL 42 120 PENDANT HIGH BAY RE,ACRYLIC REFLECTORS TO BE 20' 0' AFF OTTOM OF (MOUNTING PROW DAY BRITE -HBC 4 42 C U ARI6 WSF PB -TB 120V, POWERTHOOK MOUNT NG DE ALL HARDWAREXTURE MEDIUM BASE ONE-PIECE PORCELAIN OUTLET BOX IC ILEVITON 9726-C I INC 150 120 CEILING/WALL MOUNT GENERAL LIGHTING FIXTURE SCHEDULE NOTES: 1. VERIFY TYPE OF CEILING FOR EACH FIXTURE WITH ARCHITECTURAL REFLECTED CEILING PLANS AND PROVIDE FIXTURE TRIM AS REQUIRED. 2. VERIFY VOLTAGES PRIOR TO BID AND INSTALLATION OF FIXTURES. 3. PROPOSED ALTERNATE LIGHTING BIDS MUST INCLUDE THE FOLLOWING: A. COST SAVINGS TO OWNER. B. PHOTOMETRIC LAYOUT OF PROPOSED ALTERNATE LIGHTING FIXTURES. C. ABOVE INFORMATION MUST BE SUPPLIED TO THE ENGINEER (3) DAYS PRIOR TO BID. 4. ALL COMPACT FLUORESCENT DOWNLIGHTS SHALL USE ELECTRONIC BALLASTS, UNLESS OTHERWISE NOTED. 5. PROVIDE APPROVED FIRE RATED ENCLOSURES FOR ALL LIGHT FIXTURES LOCATED IN FIRE RATED CEILINGS. 6. FIXTURES IN AREAS WITHOUT CEILINGS OR IN MECHANICAL AND ELECTRICAL ROOMS SHALL BE MOUNTED WITH I 1/2"A 1/2' KINDORF CHANNEL SUPPORT SUSPENDED FROM ROOF STRUCTURE WITH THREADED RODS. FIXTURES SHALL BE MOUNTED 10'-0"A.F.F. UNLESS OTHERWISE NOTED. 7. ALL ACRYLIC LENSED FIXTURES SHALL HAVE A MINIMUM LENS THICKNESS OF .125 INCHES. 8. ALL SHEET STEEL COMPONENTS SHALL BE PHOSPHATE TREATED PRIOR TO APPLICATION OF OTHER SURFACE COATINGS AND PAINTS. 7 DAY DIGITAL TIME SWITCH, 2 CHANNEL, 365 DAY ADVANCE SCHEDULING, LCD DISPLAY, MANUAL OVERRIDE ASTRONOMIC, PULSE OUTPUT, 120 VOLT, BATTERY BACKUP INTERMATIC E1215W OR EQUAL NORMAL ON/OFF OVERRIDE TIMER, 4 HOUR MAX 20A SPST TOGGLE /—PROVIDE NTH CONDUIT „ STRAPS (4) #3/0 CU 81 I # 3/OG 2 PVC TWO DUPLEX RECEPTACLE/RETAIL 104 RETAIL 103 ARCADE 102 BEACHWAVE 100 WITH COMMON COVER. 81 (4) #3/0 CU a I # 3/OG 2" PVC A F(4)#3 a 1 #8G. 200AR 200AR 3 200AR 3R IOOAR 3R . 4 200AF 3R 200AF 200AF IOOAF PROVIDE UNISTRUT WITH PROVIDE ALL CONDUIT STRAPS AT 8 A.F.F. WITH BUSHING AND FISHWIRE PVC WITH 2" CONDUIT TO }1}6 GROUND TIRE TELEPHONE CO. (4) #3/0 CU 81 I # 6G 2" PVC TELEPHONE TERMINAL BOARD DETAIL SCALE = (N.T.S.) r Ss S sor ..... 2 AMP ' I P22-14 FUSE I - P22 -13 P22-12 (- SPARE 7 DAY DIGITAL TIME SWITCH, 2 CHANNEL, 365 DAY ADVANCE SCHEDULING, LCD DISPLAY, MANUAL OVERRIDE ASTRONOMIC, PULSE OUTPUT, 120 VOLT, BATTERY BACKUP INTERMATIC E1215W OR EQUAL NORMAL ON/OFF OVERRIDE TIMER, 4 HOUR MAX 20A SPST TOGGLE INTERIOR SOUTH HALF LIGHTING CONTROL DETAIL SCALE = (N.T.S.) .lilt 01 .0 A FrBEACHWAVE-100 (2)SETS OF (4) # 350 CU 81 1 # 2G EACH SET IN 3" PVC ELECTRICAL RISER DIAGRAM SCALE = (N.T.S.) STORAGE LIGHTING CONTROL DETAIL SCALE = (N.T.S.) PANEL PANEL PANEL PANEL 11 P I11 ""311 "P41I ""511 IOOA 200A 200A 200A M.L.O. M.L.O. M.L.O. M.L.O. HOUSE ARCADE -102 RETAIL -103 RETAIL -104 PANEL z a_ U � � W w z z w 0 0 Z 0 w LU w M a - w p o a w w pc1') cn LU co w w w Iz X — Saaor S 1 as I .............. .......: €:............ — SQUARE D CLASS 8903 TYPE LG40 .............._. 4 POLE 30A LIGHTING CONTACTOR - SQUARE D CLASS 8903 TYPE LG20 OR EQUAL C 2 POLE 30A LIGHTING CONTACTOR III101111 ( OR EQUAL WEST i LFUSE I P2-2 —� I }CENTERST � STORAGE SPARE --,I r--- SPARE SPARE N N I INTERIOR SOUTH HALF LIGHTING CONTROL DETAIL SCALE = (N.T.S.) .lilt 01 .0 A FrBEACHWAVE-100 (2)SETS OF (4) # 350 CU 81 1 # 2G EACH SET IN 3" PVC ELECTRICAL RISER DIAGRAM SCALE = (N.T.S.) STORAGE LIGHTING CONTROL DETAIL SCALE = (N.T.S.) PANEL PANEL PANEL PANEL 11 P I11 ""311 "P41I ""511 IOOA 200A 200A 200A M.L.O. M.L.O. M.L.O. M.L.O. HOUSE ARCADE -102 RETAIL -103 RETAIL -104 PANEL z a_ U � � W w z z w 0 0 Z 0 w LU w M a - w p o a w w pc1') cn LU co w w w Iz X Fort Pierce Engineering, Inc. Dependable Mechanical, Electrical & Plumbing Design C.A. No. 28173 315 South 7th Street Fort Pierce, FL. 34950 Phone: 772 672-4636 Fax: 772 672-4637 0 0 M W F I -:a w2 wcr 0�0 Q cLL CO I-- L z Z Q 0mo W 0 J Q W M t) N o� J J w W z m �` :E > U 1- Q z U z W OJ IY Z w U U a 0 QVLd W 0 W a 00 U ENGINEER SEAL `0 ��68@��t6EEEpEA G. $;TATS 0 �.�, s 0 . , — . -Z, Y� :'(k V* -1; Timothy C. Trewyn, PE P.E. No. 61580 THESE DOCIBENTS, NDE WITH THE CXEPTS AND OR DESIGNS PRESENTED HEREIN ARE INTENDED XY FDR THE SPECIFIC PURPOSE AND CLIENT DF FORT PIERM ENGINEERING, A1C- FM WHICH THEY WERE PREPARED, REUSE GR D"B"ER RELIANCE DN THESE DOCUMENTS WITHOUT WRITTEN AUTHORRATDR AND ADAPTATDN BY FI<RT PIERCE ENGIEERING, INC- SHALT. BE VITHOIIT LIABRITY TO THE SAKE. COPYRIGHT ©2012, FIRT PIERCE DONE "& It. ALL RIGHTS RESERVED SHEET TITLE ELECTRICAL DETAILS, RISERS & SCHEDULES ISSUE DATE: 03-14-2012 DRAWN: ACT APPROVED: TCT DRAWING NUMBER E-5 SHEET 7 OF 7 12004-02 III101111 Fort Pierce Engineering, Inc. Dependable Mechanical, Electrical & Plumbing Design C.A. No. 28173 315 South 7th Street Fort Pierce, FL. 34950 Phone: 772 672-4636 Fax: 772 672-4637 0 0 M W F I -:a w2 wcr 0�0 Q cLL CO I-- L z Z Q 0mo W 0 J Q W M t) N o� J J w W z m �` :E > U 1- Q z U z W OJ IY Z w U U a 0 QVLd W 0 W a 00 U ENGINEER SEAL `0 ��68@��t6EEEpEA G. $;TATS 0 �.�, s 0 . , — . -Z, Y� :'(k V* -1; Timothy C. Trewyn, PE P.E. No. 61580 THESE DOCIBENTS, NDE WITH THE CXEPTS AND OR DESIGNS PRESENTED HEREIN ARE INTENDED XY FDR THE SPECIFIC PURPOSE AND CLIENT DF FORT PIERM ENGINEERING, A1C- FM WHICH THEY WERE PREPARED, REUSE GR D"B"ER RELIANCE DN THESE DOCUMENTS WITHOUT WRITTEN AUTHORRATDR AND ADAPTATDN BY FI<RT PIERCE ENGIEERING, INC- SHALT. BE VITHOIIT LIABRITY TO THE SAKE. COPYRIGHT ©2012, FIRT PIERCE DONE "& It. ALL RIGHTS RESERVED SHEET TITLE ELECTRICAL DETAILS, RISERS & SCHEDULES ISSUE DATE: 03-14-2012 DRAWN: ACT APPROVED: TCT DRAWING NUMBER E-5 SHEET 7 OF 7 12004-02 2e M, TEMP. & PRESSURE GUAGE �-- 3/4" HW SUPPLY COMBINATION TEMPERATURE 3/4" CW MAKE UP AND PRESSURE RELIEF ITH EXPANSION TANK VALVE EXPANSION TANK VACUUM RELIEF VALVE GATE VALVE ROUTE TO PAN - - - �— ELECTRIC WATER HEATER f- DRAIN DRIP PAN 3/4" PLYWOOD M. 1/4" NUT AND BOLT, TYPICAL WALL 7- 2"x 2"x 1/8" ANGLE (2 BRACKETS REQ'D.) ROUTE TO MOP BASIN BELOW 1/2" ANCHOR BOLT OR EXPANSION BOLT (2 PER BRACKET) WALL MOUNTED ELECTRIC WATER HEATER DETAIL WITH DRIP PAN N.T.S. 2"® FLOOR DRAIN ZGUARD II I) INSERT r I1 (I �1 II1I 4„ DEEP TRAP vRA[N (I Ij l v FLOOR DRAIN WITH TRAP GUARD INSERT N.T.S. EXTERIOR CLEANOUT DETAIL N.T.S. DESCRIPTION PLUMBING FIXTURE SCHEDULE - - CODE DESCRIPTION HW CW WASTE VENT- TRAP -i REMARKS SEWER (S) - — — - WATER CLOSET, FLOOR MOUNTED, AMER. NVVR RECIR. HOT WATER CD CONDENSATE DRAIN STD. MODEL 2855.016, VITREOUS CHINA, EXISTING PIPE ® CONNECT TO EXISTING WC -1 ELONGATED RIM, OPEN FRONT SEAT LESS _ 1” 4" 2" INT EQUAL BY KOHLER .' ! DEEP VENT THRU ROOF COVER, SLOAN #111, 1.6 GPF A • POUR W1 URINAL / • :• L -(No) LAVATORY HB HOSE BIBB WATER CLOSET, FLOOR MOUNTED, AMER. t DF DRINKING FOUNTIAN EWC STD. MODEL 2857.016, VITREOUS CHINA, EWH ELECTRIC WATER HEATER GWH WC -2 ELONGATED RIM, OPEN FRONT SEAT LESS - 1" 4" 2" INT EQUAL BY KOHLER HAND SINK FD COVER, SLOAN #111, 1.6 GPF RD ROOF DRAIN -1�-- GATE VALVE FLUSHOMETER, ADA RIM HEIGHT. GLOBE VALVE _ CHECK VALVE EXTERIOR CLEANOUT DETAIL N.T.S. FAI FIRE PROTECTION SPECIFICATIONS 15200.02 SCOPE OF WORK A. IT IS THE INTENT OF THESE SPECIFICATIONS, FOR THE CONTRACTOR TO FURNISH AND INSTALL COMPLETE WET PIPE SPRINKLER PROTECTION SYSTEMS FOR THE DEMISED SPACE INCLUDING: VALVES, RISERS, DRAINS AND ALARMS AS REQUIRED. THIS SYSTEM SHALL BE IN FULL COMPLIANCE WITH THE FLORIDA BUILDING CODE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE FULL DESIGN ASPECT OF THE SPRINKLER SYSTEM. B. ALL AREAS WILL BE SPRINKLERED WITH WET -PIPE SYSTEMS. C. SYSTEMS SHALL BE DESIGNED AND INSTALLED IN STRICT COMPLIANCE WITH NFPA STANDARD NO. 13, AND THE FLORIDA BUILDING CODE. D. ALL ELECTRICAL REQUIREMENTS FOR FIRE PROTECTION AND SPRINKLER SYSTEM ARE TO BE INCLUDED AS PART OF THIS CONTRACTOR'S RESPONSIBILITY. THIS CONTRACTOR SHALL SUB- CONTRACT FOR ALL WIRING AND RELATED COMPONENT REQUIREMENTS WITH SEPARATE ELECTRICAL CONTRACTOR. ALARM WIRING REQUIREMENTS FOR THE FIRE PROTECTION AND ALARM SYSTEM ARE TO BE INCLUDED IN THIS WORK. 15200.03 DESIGN REQUIREMENTS A. THE ENTIRE INSTALLATION SHALL BE IN ACCORDANCE WITH THE LATEST RULES AND REGULATIONS OF THE AUTHORITIES HAVING JURISDICTION INCLUDING BUT NOT LIMITED TO THE FLORIDA BUILDING CODE, THE NATIONAL FIRE PROTECTION ASSOCIATION STANDARD NO. 13, AND THE OWNER'S INSURANCE UNDERWRITERS. B. ALL SYSTEMS SHALL BE HYDRAULICALLY CALCULATED IN ACCORDANCE WITH NFPA 13, DENSITIES SHALL BE AS DIRECTED BY THE INSURANCE UNDERWRITER(S). SPRINKLER PLANS AND CALCULATIONS ARE TO BE PROVIDED TO THE INSURANCE CARRIER FOR APPROVAL PRIOR TO FABRICATION. UNDERWRITER(S). SPRINKLER PLANS AND CALCULATIONS ARE TO BE PROVIDED TO THE ARCHITECT/ENGINEER, THE BUILDING DEPARTMENT AND THE INSURANCE CARRIER FOR APPROVAL PRIOR TO FABRICATION. C. FIRE PROTECTION SYSTEM ENGINEERING DOCUMENTS SHALL INCLUDE AS A MINIMUM THE FOLLOWING; 1. THE POINT OF SERVICE FOR FIRE PROTECTION WATER SUPPLYAS DEFINED BY SECTION 633.021(18), F.S. 2. APPLICABLE NFPA STANDARD TO BE APPLIED, OR IN THE CASE WHERE NO SUCH STANDARD EXISTS, THE ENGINEERING STUDY, JUDGMENTS, AND/OR PERFORMANCE BASED ANALYSIS AND CONCLUSIONS. 3. CLASSIFICATION OF HAZARD OCCUPANCY FOR EACH ROOM OR AREA. CDESIGN APPROACH WHICH INCLUDES SYSTEM TYPE, DENSITIES, DEVICE TEMPERATURE RATING AND SPACE FOR EACH SEPARATE HAZARD OCCUPANCY. 5. CHARACTERISTICS OF WATER SUPPLY TO BE USED, SUCH AS MAIN SIZE AND LOCATION, WHETHER IT IS DEAD-END OR CIRCULATING, AND IF DEAD-END, THE DISTANCE TO THE NEAREST CIRCULATING MAIN, AS WELL AS IT'S MINIMUM DURATION AND RELIABILITY FOR THE MOST HYDRAULICALLY DEMANDING DESIGN AREA. 6. FLOW TEST DATA INCLUDING DATE AND TIME OF TEST, WHO CONDUCTED THE TEST OR SUPPLIED INFORMATION, TEST ELEVATION, STATIC AND RESIDUAL PRESSURES, HYDRANT BUTT COEFFICIENT AND LOCATION OF TEST IN RELATION TO THE HYDRAULIC POINT OF SERVICE. 7. VALVING AND ALARM REQUIREMENTS TO MINIMIZE POTENTIAL FOR IMPAIRMENTS AND UNRECOGNIZED FLOW OF WATER. B. THE ENGINEER OF RECORD SHALL MAKE REASONABLE EFFORTS TO IDENTIFY WATER SUPPLIES THAT COULD LEAD TO MICROBIAL INDUCED CORROSION (MIC) AND MAKE PROVISIONS TO ELEMINATE HAZARD FOR STATIC WATER IN THE PIPING SYSTEM. 9. PROVIDE BACKFLOW PREVENTION AND METERING SPECIFICATIONS AND DETAILS MEETING THE WATER PURVEYOR REQUIREMENTS INCLUDING MAXIMUM ALLOWABLE PRESSURE DROP. 10. QUALITY AND PERFORMANCE SPECIFICATIONS OF ALL YARD AND INTERIOR FIRE PROTECTION COMPONENTS. D. CONTRACTOR SUBMITTALS WHICH DEVIATE FROM THE ABOVE MINIMUM DESIGN PARAMETERS SHALL BE CONSIDERED MATERIAL DEVIATIONS AND REQUIRE SUPPLEMENTAL ENGINEERING APPROVAL AND DOCUMENTATION. E. IN THE EVENT THE ENGINEER OF RECORD PROVIDES MORE INFORMATION AND DIRECTION THAN IS ESTABLISHED ABOVE, HE OR SHE SHALL BE HELD RESPONSIBILE FOR THE TECHNICAL ACCURACY OF THE WORK IN ACCORDANCE WITH APPLICABLE CODES, STANDARDS, AND SOLID ENGINEERING PRINCIPALS. 15200.05 WORKMANSHIP AND INSTALLATION A. ALL SPRINKLER WORK MUST BE DONE BY A QUALIFIED SPRINKLER CONTRACTOR, APPROVED BY THE STATE OF FLORIDA AND THE INSURANCE CARRIER. B. FURNISH ALL MATEREALS, LABOR, TOOLS, EQUIPMENT AND SUPERVISION REQUIRED FOR THE INSTALLATION OF COMPLETE SYSTEMS AND ALL NECESSARY PIPING, SPRINKLER HEADS, TEST, CONNECTIONS, VALVES, DRAINS AND SPRINKLER ALARMS, FLOW SWITCHES, HORNS OR GONGS, DETECTOR CHECK VALVES, SIAMESE FIRE DEPARTMENT CONNECTIONS, PRESSURE GAUGES, AND OTHER REQUIRED COMPONENTS. C. SPRINKLER PIPING SHALL BE INSTALLED AT MAXIMUM HEIGHT ABOVE FLOOR IN ALL LOCATIONS THROUGHOUT ENTIRE BUILDING, UNLESS OTHERWISE SHOWN. D. DO NOT HANG OR SUPPORT PIPE FROM NON-STRUCTURAL MEMBERS. 15200.12 CERTIFICATION A. WHEN COMPLETED, THE ENTIRE PIPING SYSTEM SHALL BE TESTED AS REQUIRED BY THE RULES AND REGULATIONS OF THE AUTHORITIES HAVING JURISDICTION, AND MUST BE FREE OF LEAKS AND OTHER DEFECTS. B. SPRINKLER CONTRACTOR MUST SUBMIT CERTIFICATION FROM THE INSURANCE CARRIER AND ANY OTHER AGENCIES HAVING JURISDICTION, INDICATING THAT THE SYSTEMS ARE APPROVED AS INSTALLED. 15200.13 GUARANTEE A ALL EQUIPMENT AND WORKMANSHIP SHALL BE GUARANTEED FOR A PERIOD OF ONE(1) YEAR AFTER ACCEPTANCE BY THE OWNER AND ARCHITECT, AGAINST DEFECTIVE MATERIALS AND LABOR AND IMPROPER DESIGN. PLUMBING SYMBOLS SYMBOLS DESCRIPTION PLUMBING FIXTURE SCHEDULE - - CODE DESCRIPTION HW CW WASTE VENT- TRAP -i REMARKS SEWER (S) - — — - WATER CLOSET, FLOOR MOUNTED, AMER. NVVR RECIR. HOT WATER CD CONDENSATE DRAIN STD. MODEL 2855.016, VITREOUS CHINA, EXISTING PIPE ® CONNECT TO EXISTING WC -1 ELONGATED RIM, OPEN FRONT SEAT LESS _ 1” 4" 2" INT EQUAL BY KOHLER VTR VENT THRU ROOF COVER, SLOAN #111, 1.6 GPF WATER CLOSET UR URINAL HL FLUSHOMETER L -(No) LAVATORY HB HOSE BIBB WATER CLOSET, FLOOR MOUNTED, AMER. t DF DRINKING FOUNTIAN EWC STD. MODEL 2857.016, VITREOUS CHINA, EWH ELECTRIC WATER HEATER GWH WC -2 ELONGATED RIM, OPEN FRONT SEAT LESS - 1" 4" 2" INT EQUAL BY KOHLER HAND SINK FD COVER, SLOAN #111, 1.6 GPF RD ROOF DRAIN -1�-- GATE VALVE FLUSHOMETER, ADA RIM HEIGHT. GLOBE VALVE _ CHECK VALVE o- LAVATORY, COUNTER MOUNT, AMER. STD. VALVE IN YARD BOX `V VI MODEL 0293.004, VITREOUS CHINA, 1 1/4" (TYPE AS NOTED) - Ak PRESURE RELEIF VALVE (RV) L-1 'P' TRAP, GRID DRAIN. SLOAN OPTIMA 1/2" 1/2" 2" 1 1/4" 1 1/4" EQUAL BY KOHLER -{- RISE OR DROP MODEL EBF -85 BATTERY SENSOR FAUCET, CONCENTRIC REDUCER --lam- DIRECTION OF FLOW C Oq McGUIRE #158 STOP VALVE & SUPPLY --C.O. CLEANOUT F -o- C.O. LAVATORY, WALL HUNG, AMER. STD. WALL CLEAN OUT ----� PLUGGED PIPE SHOWER HEAD -®- PUMP W/FLOW DIRECTION MODEL 0321.026 VITREOUS CHINA 1 1/4" I - PRESSURE SWITCH �AIB,C,D WATER HAMMER ARRESTER L-2 P' TRAP, GRID DRAIN. SLOAN OPTIMA 1/2" 1/2" 2" 1 1/4" 1 1/4" EQUAL BY KOHLER FAUCET MODEL EBF -85 BATTERY SENSOR FAUCET. McGU IRE #158, ADA COMPLIANT. URINAL, WALL HUNG, AMER. STD. MODEL UR -1 6501.511, VITREOUS CHINA, SLOAN #186-1, - 3/4" 2" 1 1/2" ; INT EQUAL BY KOHLER 1-GPF URINAL, WALL HUNG, AMER. STD. MODEL UR -23/4"- 2 6501.511, VITREOUS CHINA, SLOAN #186-1, 1-GPF, ADA RIM HEIGHT 3/4" 2" 1 1/2" INT EQUAL BY KOHLER ELECTRIC WATER COOLER, HALSEY TAYLOR HTV8BL-Q, SPLIT LEVEL, 8GPH, EWC-1 ADA COMPLIANT. - 1/2" 2" 1 1/4" 1 1/4" PLUMBING EQUIPMENT SCHEDULE CODE - -- DESCRIPTION j i REMARKS _ -- ---- ELECTRIC WATER HEATER, A.O. SMITH DEL 20, 4.5KW ELEMENT, 20 GAL, LOW BOY, 208V, 1 PROVIDE EXPANSION TANK 1 EWH-1 PHASE, LOCATE ABOVE BOTH MOP SINKS PER CODE. SET AT 120 DEG. 1 FLOOR DRAIN, JOSAM SERIES 30000E2, C.I. TRAP PRIMER NOT BODY, INTEGRAL TRAP, WITH TRAP GUARD REQUIRED WITH FD -1 INSERT. TRAPGUARD INSERT BY PROSET. HOSE BIBB, ALL BRASS, 3/4" HOSE PROVIDE SHUT-OFF TO HB -1 i CONNECTION, VACUUM BREAKER, LOOSE KEY EACH HOSE BIBB PER CODE STOP. FLOOR CLEAN OUT, ADJUSTABLE TOP, CO -1 INTERNAL CLOSURE PLUG, POLISHED BRONZE COVER PLATE. WALL CLEAN OUT PLUG WITH CHROME WCO PLATED BRASS ('OVER PLATE. FAI FIRE PROTECTION SPECIFICATIONS 15200.02 SCOPE OF WORK A. IT IS THE INTENT OF THESE SPECIFICATIONS, FOR THE CONTRACTOR TO FURNISH AND INSTALL COMPLETE WET PIPE SPRINKLER PROTECTION SYSTEMS FOR THE DEMISED SPACE INCLUDING: VALVES, RISERS, DRAINS AND ALARMS AS REQUIRED. THIS SYSTEM SHALL BE IN FULL COMPLIANCE WITH THE FLORIDA BUILDING CODE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE FULL DESIGN ASPECT OF THE SPRINKLER SYSTEM. B. ALL AREAS WILL BE SPRINKLERED WITH WET -PIPE SYSTEMS. C. SYSTEMS SHALL BE DESIGNED AND INSTALLED IN STRICT COMPLIANCE WITH NFPA STANDARD NO. 13, AND THE FLORIDA BUILDING CODE. D. ALL ELECTRICAL REQUIREMENTS FOR FIRE PROTECTION AND SPRINKLER SYSTEM ARE TO BE INCLUDED AS PART OF THIS CONTRACTOR'S RESPONSIBILITY. THIS CONTRACTOR SHALL SUB- CONTRACT FOR ALL WIRING AND RELATED COMPONENT REQUIREMENTS WITH SEPARATE ELECTRICAL CONTRACTOR. ALARM WIRING REQUIREMENTS FOR THE FIRE PROTECTION AND ALARM SYSTEM ARE TO BE INCLUDED IN THIS WORK. 15200.03 DESIGN REQUIREMENTS A. THE ENTIRE INSTALLATION SHALL BE IN ACCORDANCE WITH THE LATEST RULES AND REGULATIONS OF THE AUTHORITIES HAVING JURISDICTION INCLUDING BUT NOT LIMITED TO THE FLORIDA BUILDING CODE, THE NATIONAL FIRE PROTECTION ASSOCIATION STANDARD NO. 13, AND THE OWNER'S INSURANCE UNDERWRITERS. B. ALL SYSTEMS SHALL BE HYDRAULICALLY CALCULATED IN ACCORDANCE WITH NFPA 13, DENSITIES SHALL BE AS DIRECTED BY THE INSURANCE UNDERWRITER(S). SPRINKLER PLANS AND CALCULATIONS ARE TO BE PROVIDED TO THE INSURANCE CARRIER FOR APPROVAL PRIOR TO FABRICATION. UNDERWRITER(S). SPRINKLER PLANS AND CALCULATIONS ARE TO BE PROVIDED TO THE ARCHITECT/ENGINEER, THE BUILDING DEPARTMENT AND THE INSURANCE CARRIER FOR APPROVAL PRIOR TO FABRICATION. C. FIRE PROTECTION SYSTEM ENGINEERING DOCUMENTS SHALL INCLUDE AS A MINIMUM THE FOLLOWING; 1. THE POINT OF SERVICE FOR FIRE PROTECTION WATER SUPPLYAS DEFINED BY SECTION 633.021(18), F.S. 2. APPLICABLE NFPA STANDARD TO BE APPLIED, OR IN THE CASE WHERE NO SUCH STANDARD EXISTS, THE ENGINEERING STUDY, JUDGMENTS, AND/OR PERFORMANCE BASED ANALYSIS AND CONCLUSIONS. 3. CLASSIFICATION OF HAZARD OCCUPANCY FOR EACH ROOM OR AREA. CDESIGN APPROACH WHICH INCLUDES SYSTEM TYPE, DENSITIES, DEVICE TEMPERATURE RATING AND SPACE FOR EACH SEPARATE HAZARD OCCUPANCY. 5. CHARACTERISTICS OF WATER SUPPLY TO BE USED, SUCH AS MAIN SIZE AND LOCATION, WHETHER IT IS DEAD-END OR CIRCULATING, AND IF DEAD-END, THE DISTANCE TO THE NEAREST CIRCULATING MAIN, AS WELL AS IT'S MINIMUM DURATION AND RELIABILITY FOR THE MOST HYDRAULICALLY DEMANDING DESIGN AREA. 6. FLOW TEST DATA INCLUDING DATE AND TIME OF TEST, WHO CONDUCTED THE TEST OR SUPPLIED INFORMATION, TEST ELEVATION, STATIC AND RESIDUAL PRESSURES, HYDRANT BUTT COEFFICIENT AND LOCATION OF TEST IN RELATION TO THE HYDRAULIC POINT OF SERVICE. 7. VALVING AND ALARM REQUIREMENTS TO MINIMIZE POTENTIAL FOR IMPAIRMENTS AND UNRECOGNIZED FLOW OF WATER. B. THE ENGINEER OF RECORD SHALL MAKE REASONABLE EFFORTS TO IDENTIFY WATER SUPPLIES THAT COULD LEAD TO MICROBIAL INDUCED CORROSION (MIC) AND MAKE PROVISIONS TO ELEMINATE HAZARD FOR STATIC WATER IN THE PIPING SYSTEM. 9. PROVIDE BACKFLOW PREVENTION AND METERING SPECIFICATIONS AND DETAILS MEETING THE WATER PURVEYOR REQUIREMENTS INCLUDING MAXIMUM ALLOWABLE PRESSURE DROP. 10. QUALITY AND PERFORMANCE SPECIFICATIONS OF ALL YARD AND INTERIOR FIRE PROTECTION COMPONENTS. D. CONTRACTOR SUBMITTALS WHICH DEVIATE FROM THE ABOVE MINIMUM DESIGN PARAMETERS SHALL BE CONSIDERED MATERIAL DEVIATIONS AND REQUIRE SUPPLEMENTAL ENGINEERING APPROVAL AND DOCUMENTATION. E. IN THE EVENT THE ENGINEER OF RECORD PROVIDES MORE INFORMATION AND DIRECTION THAN IS ESTABLISHED ABOVE, HE OR SHE SHALL BE HELD RESPONSIBILE FOR THE TECHNICAL ACCURACY OF THE WORK IN ACCORDANCE WITH APPLICABLE CODES, STANDARDS, AND SOLID ENGINEERING PRINCIPALS. 15200.05 WORKMANSHIP AND INSTALLATION A. ALL SPRINKLER WORK MUST BE DONE BY A QUALIFIED SPRINKLER CONTRACTOR, APPROVED BY THE STATE OF FLORIDA AND THE INSURANCE CARRIER. B. FURNISH ALL MATEREALS, LABOR, TOOLS, EQUIPMENT AND SUPERVISION REQUIRED FOR THE INSTALLATION OF COMPLETE SYSTEMS AND ALL NECESSARY PIPING, SPRINKLER HEADS, TEST, CONNECTIONS, VALVES, DRAINS AND SPRINKLER ALARMS, FLOW SWITCHES, HORNS OR GONGS, DETECTOR CHECK VALVES, SIAMESE FIRE DEPARTMENT CONNECTIONS, PRESSURE GAUGES, AND OTHER REQUIRED COMPONENTS. C. SPRINKLER PIPING SHALL BE INSTALLED AT MAXIMUM HEIGHT ABOVE FLOOR IN ALL LOCATIONS THROUGHOUT ENTIRE BUILDING, UNLESS OTHERWISE SHOWN. D. DO NOT HANG OR SUPPORT PIPE FROM NON-STRUCTURAL MEMBERS. 15200.12 CERTIFICATION A. WHEN COMPLETED, THE ENTIRE PIPING SYSTEM SHALL BE TESTED AS REQUIRED BY THE RULES AND REGULATIONS OF THE AUTHORITIES HAVING JURISDICTION, AND MUST BE FREE OF LEAKS AND OTHER DEFECTS. B. SPRINKLER CONTRACTOR MUST SUBMIT CERTIFICATION FROM THE INSURANCE CARRIER AND ANY OTHER AGENCIES HAVING JURISDICTION, INDICATING THAT THE SYSTEMS ARE APPROVED AS INSTALLED. 15200.13 GUARANTEE A ALL EQUIPMENT AND WORKMANSHIP SHALL BE GUARANTEED FOR A PERIOD OF ONE(1) YEAR AFTER ACCEPTANCE BY THE OWNER AND ARCHITECT, AGAINST DEFECTIVE MATERIALS AND LABOR AND IMPROPER DESIGN. PLUMBING SYMBOLS SYMBOLS DESCRIPTION - - COLD WATER (CW) - - HOT WATER (HW) SEWER (S) - — — - VENT LINE (V) NVVR RECIR. HOT WATER CD CONDENSATE DRAIN X EXISTING PIPE ® CONNECT TO EXISTING -SD- STORM DRAIN (SD) P PUMP VTR VENT THRU ROOF WC WATER CLOSET UR URINAL HL HAND LAVATORY L -(No) LAVATORY HB HOSE BIBB SS SERVICE SINK DF DRINKING FOUNTIAN EWC ELECTRIC WATER COOLER EWH ELECTRIC WATER HEATER GWH GAS WATER HEATER SH SHOWER HIS HAND SINK FD FLOOR DRAIN RD ROOF DRAIN -1�-- GATE VALVE --�.Q-- GLOBE VALVE _ CHECK VALVE o- BACK FLOW PREVENTER VALVE IN YARD BOX `V VI (TYPE AS NOTED) - Ak PRESURE RELEIF VALVE (RV) WATER METER --Q ELBOW - UP -{- RISE OR DROP CONCENTRIC REDUCER --lam- DIRECTION OF FLOW C Oq CLEAN OUT (RISER) --C.O. CLEANOUT F -o- C.O. /A WALL CLEAN OUT ----� PLUGGED PIPE SHOWER HEAD -®- PUMP W/FLOW DIRECTION --�-- FLOW SWITCH - PRESSURE SWITCH �AIB,C,D WATER HAMMER ARRESTER WITH P.D.I. SIZE GW I GREASE WASTE (GW) GENERAL NOTES: I. PLUMBING CONTRACTOR IS TO FURNISH AND INSTALL ALL PLUMBING FIXTURES COMPLETE AS LISTED IN "PLUMBING FIXTURE SCHEDULE'. 2. PLUMBING CONTRACTOR MAY USE SCHEDULE 40 OR 80 TYPE I, GRADE I, POLYVINYL CHLORIDE PIPE FOR ALL SOIL, WASTE AND VENT PIPING WHERE PERMITTED BY LOCAL CODES. WHERE PVC PIPING IS NOT PERMITTED BY LOCAL CODES, USE STANDARD WEIGHT CAST IRON PIPING. ALL PIPING ABOVE GRADE MAY HAVE HUBLESS FITTINGS. PLASTIC PIPING SHALL NOT BE USED IN A RETURN AIR PLENUM. COORDINATE THIS REQUIREMENT WITH H.V.A.C. CONTRACTOR. 3. PROVIDE SHUT-OFF GATE VALVES ON ALL EQUIPMENT a HOSE BIBBS, a STOP COCKS IN HOT AND COLD WATER PIPING TO ALL PLUMBING FIXTURES. 4. ALL WATER PIPING BELOW GRADE SHALL BE TYPE "L' SOFT TEMPERED COPPER AND ALL WATER PIPING ABOVE GRADE SHALL BE TYPE "L" HARD TEMPERED COPPER. 5. INSTALL IN FOAM RUBBER INSULATION ON ALL HOT WATER PIPING ABOVE GRADE. ALL JOINTS IN INSULATION ARE TO BE TAPED. 6. ELEVATION OF ALL FLOOR DRAINS SHALL BE HELD 1/2' BELOW FINISH FLOOR TILE. 7. ALL MATERIAL AND INSTALLATIONS SHALL BE IN ACCORDANCE WITH ALL LOCAL AND STATE PLUMBING AND MECHANICAL CODES, INCLUDING THE STANDARD BUILDING, PLUMBING AND MECHANICAL CODES, NEPA, ASME, ASHRAE, ASA AND AGA. 8. THE SANITARY SYSTEM INCLUDES CONNECTION TO FIXTURES, RUNNING OF SOIL AND WASTE LINE AND SOIL AND VENT SANITARY SEWER SYSTEM AND/OR SEPTIC TANKS AND DRAIN FIELDS AND ALL ITEMS AS SHOWN ON DRAWINGS. VENT STACKS SHALL EXTEND THROUGH ROOF WITH LEAD FLASHINGS. 9. THE DOMESTIC WATER SYSTEM INCLUDES CONNECTIONS TO THE DESIGNED SYSTEM, CONTROL VALVES AND PIPING TO PLUMBING FIXTURES, INCLUDING CONNECTIONS TO EQUIPMENT FURNISHED BY OTHERS. 10. PIPE INSTALLATIONS AND MATERIALS SHALL BE AS REQUIRED TO MAINTAIN FIRE RATINGS WHERE REQUIRED BETWEEN FLOORS AND/OR BETWEEN UNITS. II. ARRESTERS SHALL BE INSTALLED WHERE NECESSARY TO PREVENT WATER HAMMER. 12. COPPER PIPING WHERE USED SHALL NOT CONTACT DISSIMILAR METALS OR MASONRY. PROVIDE ISOLATING BUSHINGS WHEN CONNECTING TO ANY DISSIMILAR METALS. 13. PLUMBING CONTRACTOR SHALL COORDINATE WITH ARCHITECT FOR DETAILED DIMENSIONS AND LOCATIONS OF ALL FIXTURES AND EQUIPMENT AND FOR ANY CHANGES IN LAYOUT. 14° PLUMBING CONTRACTOR SHALL MAKE ALL TEST AND ADJUST- MENTS AS REQUIRED, UPON COMPLETION OF WORK AND PRIOR TO FINAL ACCEPTANCE BY OWNER. 15. AFTER COMPLETION OF THIS WORK, THE CONTRACTOR SHALL OBTAIN A CERTIFICATE OF FINAL INSPECTION AND APPROVAL FROM ALL AUTHORITY'S HAVING JURISDICTION. 16. ALL WORKMANSHIP, MATERIALS AND APPARATUS UNDER THIS CONTRACT SHALL BE GUARANTEED FOR A PERIOD OF ONE YEAR FROM DATE OF FINAL ACCEPTANCE BY THE OWNER. PLUMBING DRAWING INDEX SHEET DESCRIPTION P-1 PLUMBING LEGEND, NOTES, SCHEDULES & DETAILS P-2 PLUMBING SPECIFICATIONS P-3 PLUMBING PLANS P-4 PLUMBING SANITARY & WATER RISERS NOTE: SOME SYMBOLS SHOWN ON THIS LEGEND MAY NOT PERTAIN TO THIS PROJECT. ISSUED Yes Yes Yes Yes 0Fftice a' X X w w w � � � 0 0 0 X X o w w w D_ 0- LU z z z 0 0 0 X of rr 11,1111111 MEMEMENE Fort Pierce Engineering, Inc. Dependable Mechanical, Electrical & Plumbing Design C.A. No. 28173 315 South 7th Street Fort Pierce, FL. 34950 Phone: 772 672-4636 Fax: 772 672-4637 0 0 n w I- Tn I -:a 0 w � �0 W z W w� z Q omo w owrn M N o ro > J J � W w z m '' o J Q z � z W F- of z CLI U 0 Q 0 W -� Ldw O aL OD U ENGINEER SEAL a r, O 82 `ria � ° ° °� � �� t• ���' ��® Eric `9'svol g, PE P.E. No. 60982 THESE DIC"MENTS, ALM WITH THE CONCEPTS AND OR DESIGNS PRESENTED HEREIN ARE INTENDED IDLY FOR THE SPECIFIC P0011SE AND CLEW O• FART PIERCE ENGIN EERDE INC. FOR WHICH THEY WERE PREPARED, REUSE IR iNPldM RELIANCE EDI THESE DOCS WITW WRITTEN AMUMTIRR AND ADAPTATIOR I FORT PIERCE ENGIEER1 ING SHALL DE WITIDIT LIABILITY MTHE SNE, COPYRIGHT ©2012, FART PIERCE E40URDA INC. ALL RIGHTS RESERVER SHEET TITLE PLUMBING LEGEND, NOTES, SCHEDULES & DETAILS ISSUE DATE: 03-14-2012 DRAWN: GYP APPROVED: EJS DRAWING NUMBER e SHEET I OF 4 12004-02 MMEENNEEMENNON NEEMENER a' X X w w w � � � 0 0 0 X X o w w w D_ 0- LU z z z 0 0 0 X of rr 11,1111111 MEMEMENE Fort Pierce Engineering, Inc. Dependable Mechanical, Electrical & Plumbing Design C.A. No. 28173 315 South 7th Street Fort Pierce, FL. 34950 Phone: 772 672-4636 Fax: 772 672-4637 0 0 n w I- Tn I -:a 0 w � �0 W z W w� z Q omo w owrn M N o ro > J J � W w z m '' o J Q z � z W F- of z CLI U 0 Q 0 W -� Ldw O aL OD U ENGINEER SEAL a r, O 82 `ria � ° ° °� � �� t• ���' ��® Eric `9'svol g, PE P.E. No. 60982 THESE DIC"MENTS, ALM WITH THE CONCEPTS AND OR DESIGNS PRESENTED HEREIN ARE INTENDED IDLY FOR THE SPECIFIC P0011SE AND CLEW O• FART PIERCE ENGIN EERDE INC. FOR WHICH THEY WERE PREPARED, REUSE IR iNPldM RELIANCE EDI THESE DOCS WITW WRITTEN AMUMTIRR AND ADAPTATIOR I FORT PIERCE ENGIEER1 ING SHALL DE WITIDIT LIABILITY MTHE SNE, COPYRIGHT ©2012, FART PIERCE E40URDA INC. ALL RIGHTS RESERVER SHEET TITLE PLUMBING LEGEND, NOTES, SCHEDULES & DETAILS ISSUE DATE: 03-14-2012 DRAWN: GYP APPROVED: EJS DRAWING NUMBER e SHEET I OF 4 12004-02 I 1. GENERAL CONDITIONS: MATERIALS: NEW, UNUSED, BEST OF THEIR RESPECTIVE KINDS AND FREE FROM DEFECTS AS INDICATED ON THE DRAWINGS, BASIS OF QUALITY SHALL BE LATEST STANDARDS OF ASTM, ASA, FEDERAL SPECIFICATIONS OR OTHER ACCEPTABLE STANDARDS. DRAWINGS ARE DIAGRAMMATIC AND INDICATE GENERAL ARRANGEMENT OF WORK. CONTRACTOR SHALL COORDINATE HIS WORK WITH ALL OTHER TRADES. THIS CONTRACTOR SHALL PAY ALL FEES, GIVE ALL NOTICES, FILE ALL NECESSARY DRAWINGS AND OBTAIN ALL PERMITS AND CERTIFICATES OF APPROVAL REQUIRED IN CONNECTION WITH ALL WORK UNDER THIS CONTRACT. HE SHALL COMPLY WITH ALL NATIONAL & LOCAL LAWS, ORDINANCES, RULES & REGULATIONS AND THE BUILDING CODE OF THE STATE OF FLORIDA. SHOP DRAWINGS SHALL BE SUBMITTED FOR APPROVAL PRIOR TO ORDERING AND INSTALLATION OF ALL MATERIAL. FOUR COPIES OF EACH SUBMITTAL ARE REQUIRED. 2. CUTTING AND PATCHING: THE CONTRACTOR SHALL DO ALL PATCHING AND CUTTING REQUIRED TO SATISFACTORILY PERFORM HIS WORK. NO STRUCTURAL MEMBER SHALL BE CUT WITHOUT THE PRIOR APPROVAL OF THE ENGINEER. 3. WORK INCLUDED: THESE SPECIFICATIONS AND THE ACCOMPANYING DRAWINGS ARE INTENDED TO SECURE THE PROVISION OF ALL MATERIALS AND LABOR NECESSARY FOR ALL PLUMBING WORK AS CALLED FOR HEREIN AND AS INDICATED ON THE DRAWINGS. SYSTEMS SHALL BE COMPLETE WITH ALL NECESSARY APPURTENANCES AND MINOR AUXILIARIES REQUIRED TO MAKE EACH SYSTEM COMPLETE IN EVERY RESPECT. ALL WORK DESCRIBED IN THE SPECIFICATIONS AND NOT SHOWN ON THE DRAWINGS OR VICE VERSA SHALL BE FURNISHED IN COMPLETE WORKING ORDER. FOLLOWING IS A GENERAL DESCRIPTION OF WORK TO BE DONE: NEW DOMESTIC HOT & COLD WATER DISTRIBUTION SYSTEM. NEW SANITARY, WASTE & VENT SYSTEM. TESTS, ADJUSTMENTS, SHOP AND AS—BUILT DRAWINGS, PERMITS, CERTIFICATES AND APPROVALS. PIPE INSULATION ON ALL WATER PIPING. HANGERS AND SUPPORTS. ROUGH CUTTING AND PATCHING. ALL REQUIRED VALVES, CONTROLS AND VALVE ACCESS DOORS. 4. WORK EXCLUDED: FINISH PATCHING. INSTALLATION OF ACCESS DOORS. 5. PIPE INSTALLATION: THE WORD 'PIPING' IN THIS SPECIFICATION MEANS PIPE, FITTINGS, NIPPLES AND VALVES AND SHALL BE CONSIDERED AS SUCH IN THE INSTALLATION. ALL WATER PIPING SHALL BE RUN LEVEL AND GENERALLY FREE OF TRAPS AND UNNECESSARY BENDS, ARRANGED TO CONFORM TO THE BUILDING REQUIREMENTS AND TO SUIT THE NECESSITIES OF CLEARANCES FOR OTHER MECHANICAL ALL HOT AND COLD WATER PIPING SHALL BE SEPARATED BY AT LEAST 6" (LENTEN TO CENTER) AND INSTALLED SO THAT THE PIPES DO NOT COME IN CONTACT. WHERE THE PIPING IS PARALLEL, 'AMPLE SPACE SHALL BE PROVIDED BETWEEN PIPING FOR THE PROPER THICKNESS OF COVERING AND PROPER OPERATION OF VALVES. ALL PIPING SHALL HAVE REDUCING FITTINGS WHERE ANY CHANGE IN THE PIPE SIZES OCCUR. NO BUSHINGS WILL BE ALLOWED. NO VALVE STEM SHALL BE INSTALLED BELOW THE CENTERLINE OF THE PIPING IT SERVES. CONNECTIONS BETWEEN WATER PIPE, FITTINGS AND EQUIPMENT OF FERROUS AND NON—FERROUS METALS SHALL BE MADE WITH DI—ELECTRIC INSULATING COUPLINGS. 6. GENERAL CONSTRUCTION: REMOVE RUBBISH FROM PREMISES AS OFTEN AS NECESSARY OR AS DIRECTED BY OWNERS REP. BIDDERS, BEFORE SUBMITTING A PROPOSAL, SHALL AQUAINT THEMSELVES WITH ALL DOCUMENTS FOR THIS WORK TO BECOME FAMILIAR WITH ALL REQUIREMENTS & CONDITIONS AND WITH THE DIFFICULTIES THAT WILL ATTEND TO EXECUTION OF THIS WORK. SUBMISSION OF A PROPOSAL WILL BE CONSTRUED AS EVIDENCE THAT SUCH AN EXAMINATION HAS BEEN MADE. LATER CLAIMS WILL NOT BE RECOGNIZED FOR EXTRA LABOR, EQUIPMENT OR MATERIALS REQUIRED BECAUSE OF DIFFICULTIES ENCOUNTERED WHICH COULD HAVE BEEN FORESEEN HAD SUCH AN EXAMINATION BEEN MADE. FURNISH ADEQUATE LIABILITY INSURANCE AND BONDING AS REQUIRED. PREPARE AND FURNISH TO THE OWNER "AS—BUILT" PLANS FOR ALL WORK INSTALLED. ALL PARTS OF THE WORK SHALL BE TESTED AND ADJUSTED TO WORK PROPERLY AND BE LEFT IN PERFECT OPERATING CONDITION. CORRECT DEFECTS DISCLOSED BY THESE TESTS WITHOUT ANY ADDITIONAL COST TO THE OWNER. 7. INSULATION: PROVIDE FIBERGLASS INSULATION ON ALL COLD WATER PIPING, VALVES, AND EQUIPMENT. ALL INSULATION, JACKETS, ADHESIVES, ETC., SHALL HAVE A FLAME SPREAD RATING NOT OVER 25 AND A SMOKE DEVELOPED RATING NOT OVER 50. INSULATION SUPPORT (TO PREVENT COLLAPSE OF INSULATION) SHALL BE PROVIDED BETWEEN PIPING AND PIPE HANGING SHIELDS. RIGID POLYURETHANE FOAM OR NATURAL CORK INSERTS MAY BE USED FOR SUPPORT. ALL PIPE SUPPORT APPARATUS MUST BE MOUNTED ON THE OUTSIDE OF ALL INSULATION. ALL WATER PIPING SHALL HAVE MINIMUM 1" THICK GLASS FIBER, PIPE INSULATION. EXACT MINIMUM THICKNESSES REQUIRED BY APPLICABLE ENERGY CODE MUST BE VERIFIED BY CONTRACTOR. 8. HANGERS AND SUPPORTS: ALL PIPING SHALL BE SUPPORTED FROM THE BUILDING STRUCTURE BY MEANS OF APPROVED HANGERS AND SUPPORTS. PIPING SHALL BE SUPPORTED TO MAINTAIN REQUIRED GRADING AND PITCHING OF LINES TO PREVENT VIBRATION AND SECURE PIPING IN PLACE AND SHALL BE SO ARRANGED AS TO PROVIDE FOR EXPANSION AND CONTRACTION. SUPPORT LOCATIONS AND HANGING METHODS MUST BE SHOWN ON SHOP DRAWING WHICH MUST BE APPROVED BY ARCHITECT AND LANDLORDS STRUCTURAL ENGINEER BEFORE STARTING WORK. THE SPACING OF HANGERS SHALL NOT BE GREATER THAN 10' O.C. FOR PIPE 1-1/2" AND LARGER; 6' O.C. FOR PIPE SMALLER THAN 1-1/2 . MALLEABLE IRON BRACKETS OF APPROVED TYPE SHALL BE USED ALONG THE WALLS. ADDITIONAL HANGERS SHALL BE INSTALLED AT ALL FITTINGS. PIPING SHALL NOT BE HUNG FROM THE PIPING, DUCTWORK OR CONDUITS OF OTHER TRADES. HANGERS AND SUPPORTS SHALL BE AS FOLLOWS: BARE HORIZONTAL FERROUS AND NON—FERROUS PIPING SHALL BE HUNG WITH STEEL, ADJUSTABLE—TYPE CLEVIS HANGERS OR "GANGED" ON SUITABLE TRAPEZE—TYPE SUPPORTS. HANGERS IN CONTACT WITH COPPER SHALL BE COPPER —PLATED. INSERTS, ANCHORS, CLAMPS, ETC., FOR SECURING HANGERS SHALL BE MAINTAINED BY THIS CONTRACTOR IN THE PROPER LOCATIONS DURING ALL PHASES OF CONSTRUCTION. 9. PIPES. FITTINGS AND JOINTS: a. DOMESTIC HOT AND COLD WATER PIPING SHALL BE HARD DRAWN, COPPER TUBING TYPE T'. FITTINGS SHALL BE WROUGHT COPPER. COPPER TUBING AND PIPING SHALL BE MADE UP WITH SOCKET FITTINGS, WITH 95-5 SOLDER. UNDERGROUND WATER PIPING SHALL BE COPPER TUBING TYPE W. b. ABOVE & BELOW GROUND SANITARY WASTE AND VENT PIPING PVC/DWV PLASTIC SCH. #40 PIPE AND FITTING WITH SOLVENT CEMENT JOINTS. c. SANITARY. WASTE & VENT PIPING ABOVE IN PLENUM CEILING AREAS SERVICE WEIGHT HUBLESS CAST—IRON PIPE AND FITTINGS. ALL CAST IRON SOIL PIPING AND FITTINGS SHALL BE MARKED WITH THE COLLECTIVE TRADEMARK OF THE CAST IRON SOIL PIPE INSTITUTE (CISPI) AND BE LISTED BY NSF INTERNATIONAL. (ASTM A888). TYPE—M COPPER MAY BE INSTALLED FOR WASTE AND VENT PIPING 1 1/2" AND SMALLER. 10. VALVES: DOMESTIC HOT AND COLD WATER SHUT—OFF VALVES SHALL BE "MILWAUKEE" #BA -155 (OR APPROVED EQUAL); SWEAT ENDS, FORGED BRASS, FULL PORT, BALL—TYPE VALVE (OR APPROVED EQUAL). 11. EQUIPMENT CONNECTIONS: CONTRACTOR SHALL FURNISH ALL REQUIRED VALVES, FITTINGS, VACUUM BREAKERS, TRAPS, ETC., NECESSARY FOR THE COMPLETE HOOKUP TO PROVIDE PROPER OPERATION OF EACH PIECE OF EQUIPMENT. IN CONNECTING TO EQUIPMENT, MANUFACTURER'S RECOMMENDATIONS AS TO SIZE AND ARRANGEMENT OF CONNECTIONS SHALL BE FOLLOWED, BUT WITH SIZES SHOWN ON PLAN BEING FOLLOWED. 12. PIPING IDENTIFICATION: ALL PIPING WILL BE IDENTIFIED WITH SEMI—RIGID PLASTIC PRESSURE—SENSITIVE IDENTIFICA11ON MARKERS (NOTE PRESSURE—SENSITIVE VINYL PIPE MARKERS WILL NOT BE ACCEPTED). DIRECTION OF FLOW ARROWS ARE TO BE INCLUDED ON EACH MARKER AND SHALL BE IN CONFORMANCE WITH "SCHEME FOR THE IDENTIFICATION OF PIPING SYSTEMS" (ANSI A13.1-1975). LOCATIONS FOR PIPE MARKERS TO BE AS FOLLOWS: 1. ADJACENT TO EACH VALVE AND FITTING (EXCEPT ON EQUIPMENT). 2. AT EACH BRANCH AND RISER TAKE—OFF. 3. AT EACH PIPE PASSAGE THROUGH WALL AND CEILING CONSTRUCTION. 4. ON ALL HORIZONTAL PIPE RUNS — MARKED EVERY 20. SETMARK PIPE MARKERS AND BRASS VALVE TAGS AS MANUFACTURED BY SETON NAME PLATE CORP. (OR APPROVED EQUAL). 13. INSPECTIONS AND TESTS: THE OPERATION OF THE EQUIPMENT AND PIPING INSTALLATION DOES NOT CONSTITUTE AN ACCEPTANCE OF THE WORK BY THE OWNER. THE FINAL ACCEPTANCE IS TO BE MADE AFTER THE CONTRACTOR HAS ADJUSTED HIS SYSTEM AND DEMONSTRATED THAT IT FULFILLS THE REQUIREMENTS OF THE PLANS AND SPECIFICATIONS AND HAS FURNISHED REQUIRED CERTIFICATES. UPON COMPLETION OF THE INSTALLATION, THE CONTRACTOR SHALL FURNISH CERTIFICATES OF APPROVAL FROM ALL AUTHORITIES HAVING JURISDICTION. HE SHALL DEMONSTRATE THAT ALL WORK IS COMPLETE AND IN PERFECT OPERATING ORDER AND THAT THE ENTIRE INSTALLATION IS FREE FROM ANY PHYSICAL DEFECTS. TEST ALL SYSTEMS IN FULL ACCORDANCE WITH LOCAL, STATE AND UTILITY COMPANY REQUIREMENTS. 14. GUARANTEE: CONTRACTOR SHALL GUARANTEE ALL MATERIALS AND WORKMANSHIP FOR A PERIOD OF ONE (1) YEAR FROM THE FINAL DATE OF ACCEPTANCE IN WRITING. Cn Z 0 W W a 0 0 Z Fort Pierce Engineering, Inc. Dependable Mechanical, Electrical & Plumbing Design C.A. No. 28173 315 South 7th Street Font Pierce, FL. 34950 Phone: 772 672-4636 Fax: 772 672-4637 O O M F- V) F.rQ Wo Q W� � o VLL �w W XDf Z A �o•— W U N Ld i rN N i J J W Z m Z h� UZ j o �Z C) U w a 0 o W 8f 00 a Of � a_ cO o ENGINEER SEAL SVS' . € 60982 " us � aw • i E Da, 0 ls7 ' 1j,�; .......... '*04S/ S ,`s Eric J. ST69A, PE P.E. No. 60982 THESE DOCUMENTS, ALONG WITH THE CONCEPTS AND IDI DESIGNS PRESENTED HEREON ARE INTENDED MY FOR THE SPECIFIC PIRtPOSE AND C!" IF FORT PIERCE ENGINEERING, INC. FOR WHICH THEY WERE PREPARED. REUSE OR IMPROPER RELIANCE IN THESE DOCUMENTS VITHI IT WRITTEN AVMIZATDDN AND ADAPTATIM BY FORT PIERCE ENGINEERM INC. MWI BE VITMmUI LIABILITY TO THE SAME. COPYRIGHT 02012, FORT PIERCE ENGINEERING, INC. ALL RIGHTS RESERVED. SHEET TITLE PLUMBING SPECIFICATIONS ISSUE DATE: 03-14-2012 DRAWN: GVP APPROVED: EJ1S DRAWING NUMBER P-2 SHEET 2 OF 4 12004-02 _� ., �, �,.. r .. ,_ , , .. _ . _. l . � �� -: r. _.: ^u; .,� :.:. . ,,, _• ..