The URL can be used to link to this page

Home My WebLink AboutFountain Plaza 3121116 M.MIM. • parvai 5 partia 6 partia T partial partia. g partia Q partia 1 cp(.--tia unuativn pi undation pl )or plan for plan of beam ply of beam ply eel joist pli eel joist pl; god truss p Sod truss c Bing & electric bid 31 alternate 4 alternate bid iu olio nriI F.0� III i.u' ni ��,;;��;��;�, % �� '�� I � �j� ��•II Ilia..,:' ii 0 w��,:�1 ��• i • 11.��fd AL ( � I 40 111 40 5 i!Unmremr,,,cr- A 3 q I-112 o- i wl6x6,lo..lowwm Fan wq * ••• 'it I m Ew PILI I!gO 10 i i ICI DUMPSTER LOOA7/ON 5 I I5000 GAL \ WATER TANK' FOR / FIRE PROTECTION /4 B a 1,5, /5 WELL FOR F/REF rWrFC7 3"WELL W//-2HP PUMP (2 SM9ES)l i A 1 TRAFFIC GRATE N D GRATE-NEENA FOUNDAHr CO, CAL NO,R-?665-£ PLAN VIE S'SOUARE 3'0• SQUARE % �K.. / O 3 O" /-O c , „W x .t rrPE BRAT CONC. SLAB x ELEV, SEE - :� 4 - No. 6 EA. SIDE PROVIDE AL CLOSER TO BE CUT OUT LATER`'' Y � Q Q, M'ELDMENT It PIPE STUBor-PIPE STUB a .! y CORN. AL . ELE.. CORR. AL. a SEE LA* 4 S h i( -- CONCRETE O me �.I _. ..._,.. ALUM CATCH BASIN DETAILS M/RAFI /80 OR EOUAL 4 d BALLAST ROCK A d OR 314" MIN. DIA. DRAINAGE 1 ROCK A A � d INVERT ELEV. AT C. 8. , SEE PLAN A d A s O� W i �L W N p0 L 7 Qw) J1 N >Uix,0 a a L N SECTION (As per result's of _percolation test' = 1 'inchhpe �, ;�' - r .1:, i LL1 Total Impervious area = 98,725 S.F. (drop in test hole.' Total Pervious area = (Vol. of runoff percolated in one hour per L (= 1 inch 1 ft. 60 4 ft. 1 ft x x min. x x - A,lS,F. - min. 1� -Ti—our min. .. n...,`, 98,725 x 0.95+ 22,1 30 ( C.4. /hour C = ,. (Vol. of void areas in one linear ft. of trench, Maximum Volume Retention required for t` _ n - 5.10 40.00 o ( ft x ft. x 1.0 ft. x 0.5 (50/ voids) ( 8.0 C.F. V.R. _ (0.83) (5.10) (120,837) 60 (30 136 - (A) (Volume of runoff percolated r, t: red,: L�'F 'Er'^�F.,, $: = 20.00+ 8.00 = 28.00 C,F. x PAV/NB ELEV. - SEE PLAN S.F.W.M.D. procedure for underground percolation such as french proposed french drain l5" perforate drain with positive outfall - See S.F.W.M.D. basis of review - Page 7. aluminum pipe = 220'+138'+68'+103' = 529 C.F. .' Using a 4' wide x 4' deep trench with filter rock and perforated Volume of runoff percolated or stored by the i aluminium 15" diameter pipe, the length (L) of french drain is proposed french drain 529 L.F. x 28 C.F. T. 4 determined as: C 18 150 CA 14,812.00 C.F. 1 C L = W +H ~CL mor Volume retained by the drain/ditch within property line z 401Z " ., ere L = Length of french drain (feet) Area (A) = 20 S.F. x 210 L.F. 4 200.00 v C = Runoff co -efficient, C = 0.83 Area (B) = 60 S.F. x 50 L.Fa 5,000.00 M •• Y o A =Contributing area (acres) = 2,77 Ac. 10 r W = Trench width (feet) = 4 ft. Area (C) = 9 S.F. X 165 L.F. = 1,485.00 .. , C h = Average drop per minute in open hole Q percolation test data (inches) = 1 in. per minute C x H - Non -saturated trench depth (feet) = 4 ft. Total Volume runoff percolated 23., '^ �"' C F. -(B) .UN i `x within the property line `" � ``,,'sxry,iL6 L p 18,150 x 0.832.77 = 745.15 L.F., say use 745 L.F. x + Volume retention required (A) is less than the volume retained by ° the french drain di ch (B) . The designed retention areas are sufficient to hold the 10 l hour r year CL i storm. Positive outfall will be accounted by th ighway No. 1 ,� 00 MIN. AI A (South bound lane) ditch. 4 1 ,,„ <411',r <- F' LTc Pry ' •{ x00 �NT' ,` +x R-• n� ): t. M1 T t� L ... E •.:+� :^'.a._` �,�. � ,.. #mr ,:.3�b:',.%�-#"E -,.. �. .,w i �Ym M,{_& s :'i "* , .;, � -, ra u' #" . ,. h: ,.::, ny '✓. ,cn, .rc,rr ,r.. , ,r n x ,_ -..., ✓' x .. ,:. 5 >.:-w. A.��>s .;. .cip `y„h' ,.t�`>4 ,.:Y' ':� �° r,t N r E i ® N as:.» r• ,_. .� .., .. a i, N.. �.; s ,. .t.i w &. +�'t^.:. t rr, t ...�'r��r�, :.,.,:,.. P,- 5,; 9;w ,., am �. ";.±, .., t. i� ,''x. s y S x � +F s `4��' .. < aft..„. .. )� , ,:v :r. X:< yy^ u.,, t.. ,,. .. „�..; , a w ,r ..,. ,. < s .+: o-" a � of k, • ,... u',i , t.. '% <; : t ,S$5 � h'' x O 6nri'4k ,:..,,- a rh �, ._. r .. ,,., .,.^ „ - . ..:: ....:... sx„ n�� x• ,..x,!"- ,� ... „-%.. ,e..W.�t' ,tti.,r., fr` ;.... nw r r ; ':. u. ^.c. a t i ,. ,.s s;^. a'ilr ,i .,,x i° �_ � .i n+x §"l�F - x, ;. ._.-,t-.. w,...,.,..; t, ,. az;=, <-: ass+•. rZ ., :a #dye'^e ;,,: ,; y ,sn.a ?w,. .e .,I ..,.... » _. ... , . e.-- ...... .... .»15.,., „ ,. ,.-: < ✓ r Y �. s..r ,�...... * 'fi LM i e>, .,.. w... s". ..,,... r• rh-:'.'k- `., ^,. . viz V r v. �:. , ,.. .., ... ..:?,. w ,.<a.. , ..,. i �, .,. C v,. L,I .A a1 s.. . e:n k.. ..} » ,;. rw v -.k . .>a '; H Y.. .. ,.. , ..' - a "'F }}�� 4::: •�{y s 1� .•. s,, „, .,,..a � e. L .�.¢ t .. +..... ",,," ... q, :U,.k'.:. ,: . i'• `� i a::,s , ....t �. ..i .c, sF, rt r" /p� W .eC. +.-i I,.:, .,,. . , .. ; •, ...: x .. .,. nw ...i �"nn.., a. .. �. , .g a .<u...., ��. ».. .i -A v.x. _.,.. x..+?h i ne , v ,. yA, ..,; .'1'? .: ?' Pt ,.P :.> ,... n. . , •r4 _. 1 a... ' .. _ +at. ,.> .F .^'i'. -... .. 'i. Fm I � .. F". ^ . k�i';'z�'.whJt '::=z ...., ..,... .�; ;..: .:•, ;#,?. ,-: <........, r. ,r,,, .�', rj'j. FW,€ x..,r.t; ,e 1^ib, - i;+i* DRAINRENCH WOO DETAILED FORMAT EXECUTION WORK DETA T OF O cunt PARKING LOT SPECIFICATIONS UCONCRETE AY f ... ., v ;t ..;..:. ,. ,:.r, ,.,,> ,.,., .. .v e �,:„ni rlflY}r •r,j v}PE `.s `'+:, Wp l�f+ PART 1 GENERAL eel ' # b.e"t_ `'I freshly placed concrete In one complete pass of the machine. The slipform paver shall be operated with as neatly a continuous forward A. RELATED DOCUMENTS: The general provisions of the Contract,; movement as possible and all the operations of mixing, delivering, including General and Supplementary Conditions apply to the work and spreading concrete shall be so coordinated as to provide uniform with stopping and start! specified in this Section. progress pp g ng of the paver held to a minimum. The subgrade and slipfoirm paver track area shall be brought to proper B. DESCRIPTION OF WORK: The extent of concrete paving is shown on grade and cross section by means of a properly designed and operated the drawings. For concrete thickness see SITE OR PAVING PLAN. machine. Disturb grade shall be properly recompac:ted, if any traffic is allowed to use the prepared grade, the grade shall be checked and C. SUBMITTALS AND APPROVALS: Materials shall be furnished from corrected Immediately al9ead of placing the concrete. sources of supply approved by the Architect or Engineer. Contrac- tor to submit "Proposed Paving Construction Plan", which shall D. CONCRETE PLACEMENT: Ready -mixed concrete shall be mixed and show the concrete paving joint type" and locations and shall include transported in accordance with the current Specification for Ready - a statement of proposed sequence and schedule of paving operations mixed Concrete ASTM Designation C94. Comply with the applicable with a brief description of motorized paving equipment if applicable. requirements of "CONCRETE" Section in the specifications and as Proposed joint layout plan shall be submitted to Architect or Engineer herein specified. Moisten subgrade as required to provide a uniform seven (7) days prior to commencement of paving operations. Unless dampened condition at the time concrete is placed. Do not place the Contractor is notified of required changes by the Architect or Eng- s" concrete around manholes or other structures until they have been lneer prior to the scheduled paving commencement date the "Proposed ", brought to the required grade and alignment. Concrete shall be de - Paving Construction Plan" will be considered accepted and approved. posited and consolidated In such a manner as to prevent the forination of voids or honeycomb pockets, however, do not vverconsolidate con - PART 2 - PRODUCTS crete so as to cause segregation of aggregate In concrete. Consolidat 1 with care to prevent dislocation of joint devices. Deposit and sprea( A. MATERIALS: concrete in a continuous operation. E. JOINT CONSTRUCTION• Construct expansion (isolation), contraction (1) FORMS: Use forms of either, steel or wood, of size and strength (weakened -plane) and nstruction joints true to line with face peg -pen x to resist movement durtng concrete placement and to retain hori- w " ` dicular to surface of thelpavement as shown on Approved Paving Con- zontal and vertical alignment until removal. Use forms that are strlction Plan. Joints shall be provided in both the Longitudinal and straight and free of distortion and defects, extending the full transverse directions. Maximum spacing of longitudinal and transver e depth of the concrete. Use flexible steel farms or plywood to contraction joints shall be fifteen (15) feet. On radius sections ,11c d A" form radius bends as required. Coat forms with a form release mum joint spacing shall be twelve (IZ) feet as measured along the '.. agent that will not discolor or deface the surface of the concrete . longest edge of the curve. "�` remolded joint filler for expansion JOINT MATERIAL: Provide cp " ^ 1.�F J p � (1) CONTRACTION (WEAKENED -PLANE JOINTS: Provide contraction (isolation) joints. , joints fora depth no greater than one-aourth 1 4 nor less than one -fifth (1/5) the pavement thickness„ Contraction joints must (3) CURING COMPOUND: Use a pigmented liquid membrane curing be continuous across the slab unless interrupted by a full depth r r compound which shall meet requirements of ASTM Designation joint filler and must extend completely through any integral curbs_ %309 (AASHTOrI148). Contraction joint alignment may be skewed or warped where nec- essary to reach poi s of stress concentration. Contraction jointlt B. CONCRETE MIX DESIGN AND TESTING: Comply with the applicable ----'-- are to be constructel at the Paving Subcontractors option as fol- requirements of "CONCRETE , Section in the specifications and as IowQ herein specified. Concrete supplier may submit his own plant design 1 mix for approval provided the mix has a record of proven performance (a) Sawed Joints: Form contraction joints using saws vw acceptable to the Architect or Engineer and can be substantiated by equipped with shatterproof abrasive or diamond *; satisfactory supporting data. Concrete mix shall produce standard-` ` rimmed blades. ' Cut joints into concrete paving as k 2 3 weight concrete with the following properties to be verified by theuse soon as the surf ce will not be ravelled or other- -' �f4 :af, the appropriate listed test methods: wise damaged by the cutting action. joints must be #., completed between four (4) and eighteen (18) hours � � 4 COMPRESSIVE STRENGTH: 3000 PSI AT 28 DAYS - TESTED after paving has been placed. }� ACCORDING TO ASTM DESIGNATION'' C31 (AASHTO T23) (b) Premolded Inserts: Use embedded strips of premolded filler joint material embedded while concrete is still - SLUMP RANGE: 2 - 4k INCHES - TESTED ACCORDING TO ASTM - in the plastic state. Premolded filler must be flush DESIGNATION C143 (AASHTO T119) with the surfaceof the concrete paving. PART 3 - EXECUTION OF WORK (c) Hand -formed: Contraction joints may be installed in .'. the concrete paving with the use of a mason's hand = A. INSPECTION: Examine the areas and conditions under which concrete , ' groover utilized while the concrete is in the plastic paving Is to be installed. Notify the Architect or Engineer of condi-` state. Hand groover must be of sufficient depth to ' D bons detrimental to the proper and timely completion of the Work, leave a finished joint greater than "/5 and less i wars - , Do not proceed with the Work until all unsatisfactory conditions have than D%4. Hand -formed joints must have a been corrected. finished radius along the joint edge equal to 1/4 inch. ar �' � B. SUBGRADE PREPARATION: Remove loose material from the subgrade. (2) CONSTRUCTION JOINTS: Place full depth Canstnuctior}Joints at subgrade must be compacted to a density of at Least 95% of the max - the end of concrete Tours and at locations where placement imum density as determined by AASHTO T99 before placing concrete, operations are stopped for a period of thirty (30) minutes or more ti 4 Do not begin paving work until the subgrade is brought to grade and except where such pours terminate at expansion joints. fully prepared, clean and ready to receive paving. Just prior to plat- Ing concrete moisten subgrade as required to provide a uniform damp- (3) EXPANSION (ISOLATION) JOINTS: Provide Expansion joints to ened surface at the time concrete is placed. isolate fixed objects abutting or within the paved area. They must contain premolded joint filler for the full depth of the paving slab. C:. FORM PLACEMENT CONSTRUCTION AND UTILIZATION: Set forms to the requtred grades and lines to allow continuous progress of the work. F. FINISHING: Perform cone ete finishing using machine and/or hand tools µ Clean corms after each use and coat with form release agent as often as required. Adding water to the surface of the concrete to assist in as .required to ensure separation from concrete without damage. Instead finishing operations shall not be permitted. A uniform gritty non -slip of `.using fixed forms, the contractor may place concrete with a slipforsia finish shall be provided by brushing the surface with a stiff -bristled f paver designed to spread, consolidate, screed, 1, and float: -finish the broom or by dragging a "burlap drag" over the surface just before the water sheen disappears. r k,,r� F' G. CURING- Concrete shall be cured by protec[ir it,agalnst -loss of and mechanical injury for at least three (3) 3a s aft@I place - moisture % + r n n+ ment. A pigmented liquid's curing membrane shall be applied immediately r) xr $ a7ter to s Lrtg operaLonn. Y wv yi. T ,;cif yy H. PAVING PRECAUTIONS: 01 (1) Form offsets that are used at radius points to provide continuity )iw'1"fl=fiWiuj'p pavin g operations should be at Least one (1) foot in order to ,Y 4 L �xj a�T F 9 9 avoid slivers of concrete that may be broken off. Islas rxr �4,sf�I fn (2) Construction traffic shall not use the area designated for passen- r'` lb' d`a ai h per car parking Te� ' ie iu n ' f r "# 4 r JOINTING M f„ `t , 4 ? R� I Y } ,eAwk� 1. When pavement areas have many drainage or other structures place joints fi to approximate the cracking that would occur without joints. Of immedi- ate concern (possibly within 8 hours depending on climatic conditions) are the "critical joints" which are located at narrow areas, interior corners, areas of curving pavement in cul de sacs and at fixed objects within the slab area (catch basins, equipment foundations, planters, bases for light and sign poles, etc). Within the boundaries of critical joints other joints should be laid out in squares with no joint spacing exceeding 15'0". 2. Joints must be continuous across the slab unless interrupted by a_full ,a—epth joint and must extend through integral curbs. 3. Joint alignment may skewed or warped from the normal grid pattern;' where recess" to reach ry points of stress concentration not on the normal pattern. tl,"s "' 4. Form offsets used by contractors at radius points to provide continuity In paving operations must be at least I'0" to avoid slivers of concrete that may be easily broken off. 5. Require curbs to be cast integrally whenever practical as integral curbs strengthen pavement edges and are less expensive to construct. 6. Avoid acute angles of less than 451 between intersecting joints. Joint dog legs or fillets at radius points should be at least 1'0" long. MITERED END DETAILS + rvs yj f � �`,,r r �+ ZIIIIIIIIIIi►LII I cauppawlr "aura, Thee, AN,w,Or<✓./ Fwf !O/IOYMp1I''Mr[D YL/Al NK L PLAN ELEVATION 1. The cost of all pipe (a), grates. fasteners rean(orct I S. anchor., and concrete shall be incluiadm the contract unit .price for mitered end sectioneach. influcled.. 1. r 71* reinforced concrete slab shall be constructed" Class I concrete. 3. Round n size. 30' or greater and pipe g Pipe arch laze 35., x 2 ., Smaller plans. sizes of pipe shall be grated only when call The lower grate on trailing downstream ends, on divided highways a ' ut' 4. Grates are to be fabricated frgalvanized ASTM A 51, ';;••• approach ends shall be Scheduleo., 80 and all ing grates & ""`^- ' t ' ease metal exposed during fabrication - `� I. St.0 if icatims Grates s bject to salt water or highly„ 'vannz' 'r fabrication in accordance with ASIM A 123. .,.., •• ..,: .. 1. 5. Concrete pipe used in the assembly of mitered end sections shall be of selective le%,rhs to av:.rid exceasioe connections. .. ' r a *, 9 • •,F'.4 »,)�',+.:. �'• 6. Corrugated metal u ug pipe galvanizing chic shall he repaired.k +dG 7. That portion of corrugated metal pipe prior to placing of the concrete. 8. !!.,less otherwise designated in the plans, concrete pipe mitered end sections may be- _ drain pipe; co%nated steel pipe mitered end sections my he used wi rh any type of si a Lain p{ps 'cam; 'ice' aluminum pipe; corrugated aluminum mitered end sections my be used with any type of side drain exceptsteel pipe. When bitunirous coated metal pipe is sfeci fief for side drain pipe, mitered end sec f 4s N: �„j .shall be constructed with like pipe or concrete pipe. Bit minized-Fiber pipe mitered end sections cauttue iEsa +* +" in accordance with the details shown for corrugated metal pipe (including anchor bolts, apron, etc.) may t * ak used with any type of 15", 18", or 24" side drain pipe. When the mitered end section pipe is dissimilar to the side drainpipe, a concrete jacket shall he cartruc[ se ^ in accordance with Standard Index 110-01. 9. When existing multiple side drain pipes are spaced other than the dimensions whx in thisdetail, or have non -parallel axes, or Have non -uniform sections,. the mitered end sections will be constructed either. separately . GRASS AREA PROP CONC PAD 1/2';r 6" REDWOOD .- 35 f 1/2" 6 REDW000 W/ JOINT SEALER DUMMY �QNT (TYPICAL / H?Ld9ASPH4L rxN CON67RUCTION ✓aNr (TYPICAL) 35 I/2'x 6"REDWOOD PROPOSED BUILDING SEALEER, SUrrED CONC 3000 PS I 6x 6, /0 /O W WM l SPACE G124'ALONG CONSTRUCT/ON ✓O1Nr DETAIL A )INTSEALER, HOT Pt r.s E1 SEAL , (DO NOT OVERFILL) FUl 6"STABIL/ZED SUBGRADE COMPACTED 7-0 96% MAX -ENslrY W/5016 FB.v BEFORE PLACING cvlvc 0` DETAIL A h PROPOSED \ BUIL DING 1/2"x 6'REDW000 W/ ✓OINr SEALER, BUrrED DUMMY JOIN[ AGA7NSTWALL \e� (TYPICAL) CONSTRUCTION ✓01N7` ( rYPICAL ) - . l/2"x 6 54LER 37 W/ / JOINT SEALER \ /PROP ASWLr-_0" \ •.:...... - PROP ASPHAL r X 6" REDWOOD PROPASPHALT-., I, 6" REDW010D PROPOSE CONC PAD � PROP" AREA --� PAD DETAIL #2 " REDWOOD, EXTEND FOR �E_PrH OFPA✓ING SLAB //2"x 6"RE94000 W/✓0/NTSEALER 112 " x 6' REDWOOD n� R 0) to e� A i CUM Sfl ggil a -2 CNI ..� t Ul N cl c 0 CL U y d U) C) C L® N 0 0 04 '0 c�- G 0 (O 0 N C \ M r 3: a ai CONC. PAD DETAIL 4) 4) CA c �' H >� ; i•f ... - .-.. t w y r.��1/k 0 k i svYr tL y, ebvid;.J O TA L ARE: N l2s' q'� L.irC FS EQUALS �CONC. THRUST' AAE:A REOUSRE) Fr>pt� TEE BLOCK TEE .AREA OAR O iN OR WYER TRENCH EDGE OF ` . IFRONT OF ►. . '• WIDTH— CROSS S l_ , t,�: UG � f •� "x �j Llpting lonp 4 FARE+a-��-�-- -- � � I " � � ► �? („FOR ¢l if da Noh Llffing IOOP► ' B s/C 1 o Cul to ►horp 901% I t rROANO OR _JJEARTH Fia_:_. ,a FITTING ruN DI 5 TURBED PLUG S 01 L TYPICAL SECTION CROSS WITH PLUG TEE OR WYE Lifting loop AREA FOR PLUG ► -- BOARD OR AREA REQUIRED BOARD IN FRONT , - EARTH FILL NO TES . FOR 90o BEND OF PLUG " e �►,,, PLC --=y.r.a� I TWJST BLOCKS SHALL BE POURED A;AiNST UNCNSTURBED SOUL PLUG ® ®, 1` 2, WHERE TRENCH WALL HAS BEEN DiSTL1REIIED EXCAVATE ALL LOOSE , AREA FOR TEE •I �► - d� MATERIAL AND EXTEND THRUST BLOCK TT NO!!M SRHED :�`_"! BOARD OR / I-* —-- 3 E S7 U E i EARTH ON TEES AND BENS, L.xTEND T't1RiE ,: _OC-K F. 1 L L..NC; I FILL p l 4 4. ) ' PLACE BOARD IN FRONT OF Pt )C, R9 FORE PK)f)RiNG CrN .FtEI E LifBng boy d _` THRUST BLOCK: 1 I --V/2 AREA REQUIRED 5. BACKFU,L SHALL_ CONSIST E.NTIRE.i_Y OF i1LEAN SCAi AND P1 'Cs' �RAGME.NTS FOR 900 BEND ANY MUCK ENCOUNTERED SHALLB F F' PLACED W17H ACCEPTASLL BACKFILL- 1 m a a C T A I T F P I T T IC EA FOR BEND AREA FOR PLUGS(TYP) Lifting loop -- BOARD IN FRONT OF PLUS (TYPI Nor TO SCALE CROSSWITH f2) PLUGS TEE WITH PLUG 6'r nry°£ s 1 a a 4k a g a °a ' GRI 14'a'" .es°� .e 4R'is"' SCHEDULE OF POURED CONCRETE AREAS 7 O" FOR ii0' A/W FOR ., � :1 OR SO R/W .• ,,�;t:� I spa ��aafl • In;?� , � (, Y B-0 FOR TO YY/W �•.-.+ s F �` S'-0"FOR GO R/W ,ti,,,ay�"�r6'. 10`-0"FOR 20'R/W FIRE HYDRANT ASSEMBLY ,a�`.o,% 0_`MIN '-LID , ER STREET e F PUMPING NOZZLE II .yak 'i y , _,.a..'~. a�, '��. w :94. ,.£. _ ..� �• q,I �Fd NIS B4Eib POUR CONC COLLAR — GRAOF i e "INS. -�•� COMPACTED - HOSE NOZZLES o P •k!'� ?+; EARTH OR �2 OPPOSED iAD,IUSTABd..E C 8 A''4' + y ,u'° CRUSHED I--� -- FINISHED GRADE .' IVALVE BOX ROCK FILLI" rcr nI`$", I w 4 I .� 1 I r P a aaox SHALL NOT ---•}VALVE BOX ' Y C ...REJFJ W ST ON VALVE W _ R or �. Tffi{161ft I- v GATE VALVE t" u NOTE, }A r �y ,� w ,..GATE VALVE .MECHANICAL WATER MAIN IF SULPHUR, IRON, IRON BACTERIA IS FOUND IN WATER THEN Iso°i TURSED JOINT TEE --- ------ WATER TREATMENT FILTER IS REQUIRED TO BE INSTALL ACCORDING TO THE STANDARDS AND SPECIFICATIONS OF ST, w `DRAIN (SEE SPECS) WATER MAIN LUCIE COUNTY AND STATE OF FLORIDA HEALTH DEPARTrENT, wig �r►IRUST BLOCK AREA SAME Ass 90*BEND(PaeR AFTER HYDRANT SET) �t T`iPICAL FIRS HYDRANT OETAIL TYPICAL GATE VALVE 81 VALVE BOX DETAI L NOT TO SCALE NOT TO SCALE xa `� YK e: u 2y ryay ar T�, S vb 7 l \f k 2 wr i4. C c K r r t t W' + ♦ ti Yt � M LIEGEN► 2 HE Z STAG x Y A ► ► ssure switch } t Y� 5 fr V PIPE SIZE 90• BEND 45•BEND 22V20BEND WYE TEESPLUG 4 1.0 SO. FT 05 SO FT 05 SO FT. LO SO FT 6 20 i0 05 15 „ e" 15 20 1.0 2 5 O, 60 .. 30 ., 1 5 ,. .. 40 .. ., 2' 8.5 4 5 2 5 5 5 3P00 P.S.I. with 6"x6" elded wire mesh. 516,axlaw rK • GRADE n E { ,o _: n MIM 4'MIN 9 LESS �' ��K —30°AMINIMUM COVER WATER M,A6N '-6"MINIMUM SEWER 0 TYPICAL UTILITY CROSSING 0 Q d Q � K Z N I I a ; TRENCH SIDE SLDPE TO BE AS STEEP AS POSSIBLE 1'-p" , (MAX I NORMAL TRENCH i GRADE 4`fhimt I MAINS SERVICE 2. CONNECTIONS BELL OF PIPE 6" (MIN a WITH NO ENCASEMENT I WITH L�CAS LMLNI IN III J IN EASEMENT 24" IN R W 24 IN EASEMENT s" TO FAR SIDE TO NEAR SIDE IN OF R W. OF IVW EASEMENT 24" Is' Is" BRANCH VALVE ASSEMBLY MMO 2-PV 2.W lKV. 233 W FOR SINGLE SERVICE) WIT H PAOi, (Y V WIN03 �! 1! 1 U � '.;j.rcaNGMETER BDI( AF 13308 i STA. 85*00.3I /ND/AN RIVER . WAL TONR . SITE 707, PT ST LUCIE 8L VD ST L UC/E CCUVTY_ MART/N ccuNTY US 1 R/W LINE 9 y STA 86�46�"�^ , �x S. A: ` NOTES 1. Stations referenced to State of Florida Road Dept. Section No. 2. Shaded areas indicate new construction (within State Right of Way). 3. Construction of driveway to conform with St. Lucie Co. Standards and Specifications (within property tine) 4. Existing slope to be maintained throughout new construction. i 5. All construction in R/'a to conform with Standard D.O.T. Specs. (current Addit 6. All safety precautions to be executed throughout new construction. 1. Contractor to notify D.O.T. one (1) week prior to construction in State R/W. 8. Utilities must be notified 48 hrs. prior to construction. 9. Painting and stripping by permittee. _; PAVEMENT MATERIALS FOR THE ROAMAY WIDENIN6 , Surface - 3" Type S-1 asphaltic concrete Base 2" limerock applied in (3) separate lifts compacted and pr $` 'L C 25'R. pS, x 4z y y5a 5, rrW�£ `9L � "Jir'Sa'T�zAr. R/W L /NE PROPOSED CULVERT TO BE 4-21 DETERMINED BY D. O. T 25 R T ,u M1 4" SOLID % Aq s' STA. 82 * /6 �r 4' ) ' MIMI 1 NORTHBOUND LANE x ' ^` .bey . GRASS MEDIAN - SOUTHBOUND LAN 20 4" SKIP WHIT -->1 DENOTES TRAFFIC FLOW DIRECTION: REVISIONS � ✓OS NO: SHEET TITL E 347 - O/ BY DATE DESCRIPTION —I L D K: ENTRA NCE DETAIL i FlL E NO.: PROJECT VINCENT PIRANEO SHEE lo1/r MATHERS ASSOCIATES T : DRAWN BY: CHECK BY: PRDF ss/ONE c ENGINEER ENGINEERS - SURVEYORS FLORIDA CERT. MO. L4658 DESIGNERS - LAND PLANNERS • CONSUL TANTS B. C. K/ERNAN OF DATE: LE. 4/ KINDRED AVE.SUART FLORIDA7 ' s - /0 - 61 (305) 287 - 0525 F 4 � � q INFLUENT 750 GAL. GREASE TRAP 3200 GAL. SEPTIC TANK r� BAFFLE PLAN VIEW • • • ir v e �• :/ �r � v �) iT c c • w 3200 GAL. SEPTIC TANK x vu'1s TO DRAINFIELD ELECTRICAL PANEL BAFFLE IIMII ERCURYFLOAT SW/TL7-/ 2-//2 HP,/OOGPM AT/S'TDH, 500 GAL, DOSING TANK 2- 112 HP, l00 GPM AT /5 ' TOH, PUMPS TO PUMP PIPING SCHEMATIC TO DRAINFIELD SAMPLING POINT x ® r �Fg ii ggp k uj y <10 R BA. 4— lowt1 . M T" O N C O Q. M U d U O C .o AW>` .� an. E t N no I co 0 N � N �+ 7:3 'p xj N n W L 1. TANK: 15,000 GALLONS BUFFALO HORIZONTAL TANK 10 1/2' DIA„ APPROXIMATE SHELL LENGTH 23'-3" gars_ ... CVACRErEPELFsrAL 1 A. TANK = APPROXIMATE SHELL LENGTH 23' 3" -! F J B. T IK DIAMETER 10'-6" � FF C. SUPPORTS SPACLdG C/C 10 —O (;MXJIM ° D. CLEARANCE ABOVE GROUND LEVEL 18 (MIIN,) � E. CLEARANCE ABOVE WATER LEVEL IN THE TANK 12" (111IN.) F. CONCRETE FOOTING 3' 14IDE AND 1' DEEP (4000 P.S.I.) G. LENGTH OF CONCRETE FOOTING 10' H , DEPTH OF CONCRETE FOOTING �=r�,` I. HEIGHT OF CONCRETE PEDESTAL 24 _ 0 1-1 WE« 4 "CON.0 PAO •- 9 CONCRETE FEL 5rAL i-r.:r-:esy u �~ CONCRETE cCO771W / >tt t . i • Lo a' LINJ Lo 1... • •... .; CD C.4 co CL M U H .. c °> m d E. Eto N O c ._ N c 3 �L � � Im IT �F (J 4 h � u� e R -r o y�- Ea Y a ¢ G . �zJv in grkyi u4 a, {k 1' yy n,x` ay i+r"'''g �" c �:�- rg�a��3r --,.....— __... ...___. - .........,. _.. titan METAL_f��Il" �ME (TY„ * nN^^ -NNgN/nNtlW.Ftta N_N/O•Na:. {�M\�\nd�Ndn•Mtt.. "NCI° I iygT +syt�. � 4 ' _ ,:�;, ,,�} a- ,a.:A _ s„ M;P:e, ee :f� x4. ' I:�vr, s3`.' 1 .z .; ..-. .;,a, 5r`i��z< ` 00 YAW .,v ... . .......: !.. .,. . .. S� . e 1 .,. .. .. . _c. ,,.. ... ... r '. ,....v t.. ..+-... -e .... .n.+. a..., R, x.2 .- rl GP.� „ .:x:.: ,. : ,,. .. ...� .. .r...... , ..1"F,,. "i. +li. , Ash .P r=R;:. ..xs. , . ,>v ..... ... ,.. e, ., �-..,.�. .. .w«. ...... ..:. �TM. :. x4 n - .. s... .. , w ,. , .. 3 , , ,.,. , , k,,. ,« . 5. , «k uu ... - . , ,. ...:. w _..v it , t ass : , _, ' , ., -.,.. ... w '., .... . ,[... c s. �,+ .. "fi r „ .. ! r .:«,.. W ..... ..... « . .. t.-. a., r. .. ub .,. ,. . _. y` ... .:rY ✓, :,. ».. ( �. t5 ._ u., � k d .., .,.+..:. :'b ,:..y .-i „,.h.i .. .,.. ,. ..., ..�3. ,a , w"S N#<. � !. , '�>� u:: i, ... .0 ..Y. ... v. ire, *_ ., . � a. , ,., .a1, h 5.., ✓. ✓ .�,. i..., ,. c ,. „ � K � n�^.�e.. ,... t., .d . ... •s s.. .r r,.. _n, r.:.,. fit ..,: r ,..-. . A ...._ �-., 'Yl.. a'. '1)..: i'e $" ,..,I . « n ,. .k. N: ..x ,. �«, i.::. rn .. .�. .:. ,.. �.. <.. f 'i ....:.�. A,t a. .r ,.: nv .£.. « ..r 2 . ra• m.. 1`J ..,:,.�..s-x. r -.4 _ .. s.. a �. .,n ., Gl-« x, ... v- .a..r. .._✓...i !.. .....g ......� x:.. ro ., a. m. w.P ''i ..Y e.. ..t .n .. a jey�.. .....u,.. �: , MY �. i 4. I e* ✓ .. :. o- 5 1. ,. n.. ._. .yid .. I •.d � i. n -.� � « :. ., .. .r , . r �'.. �. ". ,r+. ... [ .S., n 3.:' ,.... .- .. .;�: ,. ...,. x �,. ,. �.,� s. .. „ .n.. n -a.'F t. ... ,..-....e, r �.. i. 4" .-:i .. ik v::. , ,, ., . . ^...J.. s.. :.. :x: .:.,. ... ... s « ..,.,. ..,... r .. ...., .. ...:. ..:�, . :r «x.. ... .. «..A$ . ...C.; 13 F .... i. ..$ m � t .... �. . ... .�- i . i'` n.. .d.. '�,. yr ✓ t�� 4 ��' ��. x :..a r. .. .. .. .YZ' . «........ ✓. « .:. ., � .emu, kA.M �. .. Y �. 3 ie .. ... .. , n v F...,a. Ai f..J IS S.q ..p. r.,e �.. n rl. .. .«. § -w. .. �[. }. �... ... n :..... fi ....,. Ke � -iN: « .�L .a•. ax ,._. ,_..0 in«. ., i ..... .. ,'.:. � E,..:, I:n� ", � � �: v , v a, t. f v Y _ fr`A.: '.. ..._. .;Y,. ,x•.- ... � ,. u. +. 3. l«. .Fx.. .. +... +. . ,vY ... �. _4"« , «. ,. (� ..I n�, r fi .:s:.fi «« ,..,. . $:.. ,k Lt . t s . . ,:, «.,rr,r . r 4«1-: tirv":"t..E,n .o- �a v, a.... ,. is ,.....:. ..a... ...> n,fin, 3`i f'k'¢�.�.r n rRM1� •%a „�rYr I d ?. ,., k... «-',{:. - kr: ;;,. ,;I . ,m:, .. <, v. ;. y y;; . .n.� ': r,fi•.' .. i..'2 �.� .: �h., :'rkY;r i 5... x �-. rr,.: ." .. .«. ' ,:« _ '`'. �', xs; � ✓.': �� e �. ,ri �.... .,.x '?,u � �i'5r�;+, «, 3 x �' sky f"c��t j ' ; 1 A ��`, �" r";. ' �. " :.. fir` �.. •i e .y « r. ,d iV0„ ti .,, .. ^ , e � ., :.,. .... , _ A _ o-� ✓., a , ,i�^a0. ee:4ir^��.+.:€'r:.� � e m €e , �� '".i`"": ". .. -..- .,� rv'" : , ;. i` i« x,- *� rz-w , w „ J• s�, k3, fit � F^ �„� ,.�. y ., .:ri„ .✓. � Y a ,+- ,,"w4*:;`. � VL L :,'. hR�.". iu 5+- ... Y. ri•: ,v«� ,, ?.u: ��'. ' Pvsy,d ViY'A"x,�.z�r l k: ;'v4'eh€aC ,,v .in� r �: 2,, n..;45:, JVYa .•n.. '. iw. :.::.� s'� .. 5s :V. :C1� , .5.1.5e Y 4 p\ Y„ . ...... � �_",�..- �.'- � �+, .,;, ; <a KF.>nc, `y�, , . .:.z ,r¢r,,P. .:,..W. Ea.. "z"A r,...x-y-,.;^� •:.. x'G ;,3 n . u' ,, . .:I _ e..,. Stagy. t# :.„ ,. � :..,,+,.. r:.., ., .:. ..., � „z.,, ..ra � .. «:.r�^s r�.,,•'.., 4'i n.... .� ',.,rr.a r.,. ?;y dFr p' ,. n. �.g 4 y..:. Yry a ...b:. Y'1R ,�. i +i m.nv .tiW :' � 4,n.... rPo Y:M, .e- dFr•,- nef ... .y. s l .,.. s: xt.. ,. ,; xrcr '...-:rv. aY„•w:,.. �, 'am :dr,..." � r ., 4e.. .:. r, "�' i W _ .. ,� ., �.-. ,! �., .. .. .. t,, , . . ..:'$) .. -- �;:., a, � .tee r •c„ .: e«.. �,.,. ,,,: « ,... rz- , i l 4 d l �t x a•, x� nr�'rvM, ft k :`" 3nv!" lk .��„), ,...,.. .v.vQ.... £.3�s^>, .,.v .. n�. 9.n.�`wR.'h''." `➢.>z f..G�`. ,. _.nw.a.,?rr "t.,e .,. 1w�m ,. $ Ig�a" t y 1 ' C " d X ro a' ✓ kINA Mr k too;" s y t .3 yli- r �y ` r i r �pc x$ n iY x A - i-k y A r� i 130 Ohl I Is] ► ■ UWAM, i Z 5✓ YtN 1vz i) Rot ,r �r t J rz�4 ^!dl y YY + 45 ^i 5 R I � �Ayr t� 1 S,� wry wi xxt'ry' !aX� C a e 11 �a a s }y Re " FED. a ti Yy� 5 t �xx�x W toll A eR` }5� n n loon �n t�y�xi '�j .•�� q \A a 3 z .t s' iy a� dr h W e k �# rF r ki �'^"'^ s ✓'. h t rc y„n` wTy N�i t, F Y `4a .-��- "VNr....w, k,Y�y�awWo+.w�"'Ona. b�Yx •, i '��e ")�. .Y^47i4i"'a.ua.0 -tea :. 7777 - ; x�-:7777777777 , v _ a^ w a - 0qµ" p T, %fit ii ♦. _ 1 m b` '"`", scale 1" . 20'- 0U 321.98' buffer SITE PLAN scale: 1 "e20'-0'9 le�r.�l rle�nrir�finn N. 300' OF LOT 15, BLOCK 3, SECTION 1, T37S, R40E, ST.LUCIE GARDEN SUBDIVISON, building "A" 8 stores one restaurant with 8 seats building "B" (0 0 ` 0 c c _N r K d d LM Oi O O A �t M > CO U LM O Q N ++ L s rn �. d ix 4) � N WTi �O In N LA NM Z a) 1.0 co z N ■ m L O = N W EmLo O V N c co co =5NCN i� U ca n O co v stores one bank ■ / 01 N 0 01�0 ®x C Idt hn e ■ 4-11 'I, � I!,,- -maka I 1 I � Ell ...... �l I � 15R IN p. lN�C l�� Ilion \\/ F -20 SL AB V- 14 Z'Y21 3a Ou .N ow WO iSLAB-) 1 ro,- 0 4' 01# S L L __j-I. kv F- lel I-- I uunnuuuuutn <� j LL >1 01 OI i'.y :2� 4 0 CL z LL C%j 00 CY) I C19 10 E3 0 as LAJCo m 0 go P!bW=A t A 14 1 1 A Lo I.J21 A i scale,., 1/8" - V-O" 0 4" 0 r-- I ro T\� 04. 3 TIES d Millar — M I MEMO MIM"M scale 3/8"A"el g WALK I 5'- roil NMI r. il In ...... ...... R .. ........ i, VMI, gli 40 - -I, I �, 55 uln, NVIAN, AMP MIN AIMMRi, 16 41% ........ :,g - 11 1-M:xa ,l N - 11 R v al IF �,Fl (al, 11 1w OM •5, N `,�l A�R Pae m iS. Yl - IR Ax rn PLAIR�� Ni slamomme moves !'mammon 7A Mill g� 90, "w M�, R 5 n"i �q NMI V IS! IV W, ft ...... n OMIT, 4. YS,e. R11MIFIr E Mj R j�,ggwnv i � -- 7 � , " I -� 7 RN 777 11116 Zla ull A RM15 A"N" k erg R pug .a0 I'M I -MI, 1z'' Milt IN MR; 131 �A f 11 V z LM 0 C. Co Cn M Co z Q.�80 �= u) 4) AM 40 leave CM q Eel Q 0 M in CM 4) C C. Co 0 CM M to qT C 4) 0 NAM 0 Q 0 > V LJ Ct, 6 CD rM uj LL_ E 3 E all 0 L M M 1515 TD', mUPOUNDA' I 111� - 11 IPPM 71 :am>wxr,awu: .m�xti�. la'a v-zma' MARK 0E5C.MI?T(0N LAMP (s) REMARKS `J "KIM" IA/ EKS r OO \V MERCURY VAPOR CONNECT TO HOUSE PANEL 4 - 1 111 501; 250 MV 240/ A-2S� PISA.- 30A MBE 2SO Wr MERCURY VAPoR c0 " KiM" 25 EKv 501 250 MV 2401' 0ESlA25(1PI'TSA- 30 Ei%M5E 25o III MERCURY VAPOR OD "PR015RE55" P 5co44 - 20 0:01ZONZE FINISH Iwo 75w. PAR 325) FL ISO \V, PAR 38 FL. 0 "PROGRESS' P 5�43.2o t3RoNZE FIW1544 "PROCaR1=55" P cco82 -29 WHITE FINISH 150W IZ-4o GC" 'L1C�HTOLIER" 5853 0 coo U/ INCA►J. O POOL LIC- 4T`5U5ME ) GONt4l To µOU5EPANEL AN a: A , . ' Jq �,.. n J, • oO Imo' -On ¢i 0" �I M d (8;, CONC. BLOCK (EXPOSED f"Sta „a t IATIM z "y n• »,:'. ] a. ,..e•`, N .%ky ! s�^ a �$Emq1' y :��F gF1 nid.4f'q,. match a1 r r ]t 9 bta�r� iP 1 mml9 s 'd Wx+B h - c � ' ' It" T r E reflecting pool DRAWING5 m •A ' '�A O . Y'+'1PIAI Ai"' W) �' co ,Xs t ter, 3 t f'R t _ I maim. AAA NN c M m CO K 4 Iry Fnru In E• LL 1w � // - l co I` J p Rouiy OWL�r II —�i d 10 m 30: o 0 5i•0ti 57EEL BEAM 0 ABOVE �, 8'1x�i Or FIfJ- SEE • TO HOUSE PANEL DETAIL ON 544T, 44 STEEL BEAM E ABOV E 12 12'-4" 140, I Q 450`1 1�o1. it 4-OLS•5n -- 4�•�il (�o`.O�I 2r n I ro V O" x G'-6" ALUM. �' STEEL COL, GLASS DOOR (_7Yl o .. 1. 20' 0'1 L NO SLAB WP =o � 1 m e-o, fitly d px .• 4 'rs 's {: `G YYW, y� r w 1 To TIE SEAM w_12s ^a M.i, d"{"�u%� wYi1", N u°S J R ', y..". � �� f . 1 — . • i. ief +n'kk T"#� �fni'dj 3' � �t$A, E3��"�W "h,LL':. •%e5;d k- "T' iyhl,?, .� i`, ��,d�� {�Sr��6� $ J � ( dr F' 4 ... t f, ., a„n. .,; 'x.PJaA4,. �V rv: °M1..'RP, N , {} , d i�'nti � 4 Y NI Vd `M i�':,. zq lC d1 ,u., :'kl VI { m!, 3 1T N F{..: a. �vl ' "•.. 7�t:"�.' k .,{H�:. '� <,. > :. . 3 a.. as` 1.5�'"i^Tv'i t - � -i :: 9 .n, ;r,:Y, v 'Y. �. ...,! „ h. t•fr,: }'MySnyt :~ Y >,X G'� I rl�y`y'1, t ;Y k E��eF �'^rrv,?�' '`{ 31 Y' si ,V :;,# Y' t � •,4: u`tf '�' J '`rJx1 y, C y� ?:N- f.::' A.%f= ,N.""`"4a 'k .'.:.,<=: rJ<',a<a �k,Y T.` 3 ' uv .. L, 'Z�ae„ 6 €€'�.vi-s ..:;;.. a. ,..: ,. ;,.,a�A . I�SM"r1�, t h �p�' „i ul, .„ -. � 7 �Y... s J a17,:+'Er:, rsa 7 %x.,-• <, . / az ` uie N 't 4 ,'"�tx„t �7 EJ' ��r. , ,„� ty f c=. _ T,xa `, � n' a .r.. � 9�,< 1 ,'.�;im,-. . ..m.._ .w. $ �{k i i., t i .. n C .. rm. t �< o 8.- u,. v ,. x. . > . fi- ,. .. ... •. ,,. ,�` i=J: a .. , .. .,. -, r.5 "5". X.. ., .. r ,mr.-. .,R xnv ., .. ..�?..,. ...0 .r ,n #.,-. .._• - .,, 4 ♦.. r ,„n ,.r" i&"F s � ., rv.. rGi 't A i n ...^<.. va'i .S � n". , 3. a: l"u ,fv.:: .: ry , , .,. nrv„fry *,r �(a,..: .. tt`.. u+, -, x, 'bt'i.t - .. •ys -: ,.:. iA.n. t ,. :r a .. , ✓ ., F"S.. i 4 �j. '1. • Ir J�{� A . � . / e . . � � I I 1 / .� � • 4{ dlde: Lt��4�C ":�`@' �� t t kC G t — - t4Y�<'TJ6�k�t5@'YY��'�'s] III C 111 { - sTHESE R. ■S'1 5 ' v . - • �— �� •, unil f - 4 .:a1NgN.tNUO.ON-ittttl\ -UINtUtX.NaOtN1101t1tu1t:-•t\.\.ttittUnNt.ON:atiOOtlltttlUtttNlNr'. ...; utt1U. -+b:U�att.U.tatON_' a r � :tta..ttlNMp% .O �/U.....N/�7WtUt/t.tttlltpt/\L.:MN.ttttO.1.E. p j !`3 ' yy X •'- �• ,.:,{ IJv ., G n iJ ,i�nJ Jrtv1�.HAMGi:kh sri{ v=.. E`ktF'i§ e..,. R.:-,... , .:. ,,: r ,... a.. •x "i, r 1, uu. LL,� r iM .�"r �'�,. . .,". �k 0 J� yk,�:. "Mr Ls 1.„ .. .. 1,,, r f ay ...G. J.�.� ,.. a V4 �MIX -,. s --- ,- .,5 e. -x:.., .r. ,-:.h,., I' 1,♦ ..n..'r4T 1. ,. ,e , kn, ,:.. a...' ., ,ca .. r,..:- .r,) 4.., S:V ;, � .�'u , 'ra aX.. ,wFt' a. {-, a+,.yl sa r �M. �a � N * ' sr e :6..: xJ;i�l "'a •tr ^, .. -.: ,',.: :. ., h.. W L a, 'YN�Y.�'+n....ip,l' v. .J�dl2:iG } �`: �,-vlu'h MI' !. t { '- '3, tNY# b7Pl fM.grdR* I.y f1 �j 3 �f J�1 2 r ,' tl X Vu N"{�.M. �'Y *i "c $ � to „„ yr N�"TMw^. '0 ,+ P, may. a:. � tll i.9 Mi , k.n Y Y. h, +yi'{` Y f � {{ k � �` r n �3fF/ iw 'rJF k y�✓ k' '� d xi, k S : �1 h .�' ,(a"{-4, . '.-•_,F.S% 'F o'F`%x�'!,< } V a r L .` S a Y X.$., , ,. ,. n F, I.v ,.,. r{I 6 xl +,..,.-.Y�,.+, .... n 1, r�.,.:.tt 1 tl4 r,Mx .,. fi.fit <.. X. r. .. .t i.. ♦ -3.,y ,..w.i h.F .. .p. a. t ,.-;. l n"V�l.'a..>T�`x�r' Pu. v<v, ,,. T P, - gg � 4 x phi sew : VY eH F E "5 5 ryn > !,':, I sP r7" f l ly V t W I1 l{. v t u{I � .r ., z•. ,,3e'1:,. .,:a � i*Mi.yr�"N KF e is ✓`i k i M AM ut9 J ''i rrf ,n .' \ F i :,.. .E n ATIA,` ., - °:n '! + a , r. •', '" r -�.,ir i �L� I� rA: t .. tT E.. 4' v3 >;'y ,,,e, r,,, ;.Y. " {':I'i"FtiR Pai'T . Y.y l'§'��'. 3.xY n: ,Ja .:°J£*. ^c iJ:p �<.... ..r.e t,:W..c. Trv6 4 }� yl.. K p 6.:. Y ' :r . . n�, VI `- Fln .( r::�"y 3 I rt F AFC `Ibl UI :.: 4:+ �i"' `s A Y4 M }f,.: evss f? f€"2'� �s�;xYr fI sis -.5 y t .i !f.YF \, r < 8M.., r MP ".i,:.:e d4* 4 kC n i YJ ti wA,F;�`'3 x1 ,.,.4'b RS {N Jr.,^r',311 1✓,' a4 'dN 4/ r, J _ I a� t Tt"5J : ' 0 IiII0 CL ]P W M� ?✓ L 'C 0 W p. �p 1<1 W of p e 177 'fc Cuv'e' r4 — o- T TOP OF SLAB FOOL. 5EE, vKWe75' by 0, I 1.2 10N P_ea scale: 3/4" :1 1 9.0" f "-7`wF-F-Lj15EAM I ABOVE 1� bank k. 611 ..1 0 lo :Ji 1924M, 8° CONC. BLOCK (EXP05F—D) , IN gm 111A M 11plaff-AWTU111 Aag 7" ry 1 -011 [4.0 11 EDC-2a OF SLAPS HOUSE PANEL 14o-o" 12o-8" 14- do m I L LO OR PLAN. cale- 1 /8" - 0 111115 Allp-Mvd m-1Mq—"�MA NDICoN7F—So 6',5" 5LOCK— CELL GPIKOWTED SOLID \V/ L IS'-4:' --- -Z -2 '- 4' -2 0! 011 -- -- ---� 4�8-0 4- FIN- 5 EF- DE--TAIL THIS SHT 1AW7EX m Z Ct) v, C#) jr CM uj 0 C+4 J1 CIO vat C 0 CL (j) C 0 ey CM CZ) m LLJ E 0 4.0 Iq 30, M 1. RFC- I Re)- I buildino 16 match line TES z 4) Oc CO U) a v) z cn — 4) C*A Uj EZo E 0 LO N r. Co co JL. 4) Lo Co N 4 CD z LLW C 0 CL 0 > 4) 13 C%j OD 6 r E E 0 di K, cv C) L-U LL- -\\/ l8 x 3S STEEL 51EAM I 1 t 13'- I I'/2'I ToP of 5EAM 5'1x 8' x y2' PLATE _ I „ � „ i C WELD_ 2 #5 Loops I II��- G" lo" Ii II li ADD 2 4 5 A5 5HOwN I III iI i II \ I, I i Il 11 II �I L AT E 2 S LOOP 5 —_ CONC, CAP #-4 COWT, COURSES OF 8'1 CONC, 5LOCK 1 2 # 5 L a 0 F 5 (O"X-I0'I I II 1 1 4'x 4 x %41 57L, GoL, corner detail scale: 1 1 /2" : 1''0" j- T5 5"KZ3" GONC, am, W/ 2#ST " 5 BoT, # 5 TIES SEE. DETAIL T4415 SHEET STEEL SEAM �SCHEDULED� I FOUR 45 T1E5 P _} - '2i1 II -CONC, GOL, � 5 C H EDU LED) -- SEE COL, SC�AEDUL.E FOR RE11.►F, typo steel beam bearing detail scale: 1 1/2" : 1'-0" R5-I RP> -I IZB-I roof beam schedule MARK MATERIAL 51=E PIE1NFORCINGO REMA2K5 R5- I GONCIZETE 9V W. 2311 - 2457 �t 2055 W/ -05STIRRUP5 Ie5,; 911 GoNTIWUE OVER BLOCK R5-2 8i1K Z511 245T Q 2#5 15 R.3-3 8'1 x2511 2057 Q2#55 R.1b-4 ep'1x23" 2#57 3055 ILb- 5 8'I x 2511 2 #57 55 RE - ro 5TEEL- W 18 x 55 R6-7 W 14x22 R5-3 W IroK2Z RPM -"I W Igx35 Re)- to W 18 x 3S RE -II W IS x4o R6-12 573EL.- W 12 x2'Z T5 CONCRETE 6" x 12" TIE BEAM 2- 5 T 2# 5 D im building "B" I RB-1 q! PARTIAL ROOF BEAM PLAN scale- 1 /8" " 1'.0" R5- 1 t� f! N Z LM O= M Q M Z ,p _ � O U) ■ N W E� O =j Es 0 u-) C-4 v � C M T O N N N /♦Lq V NA O M ,a V y 0 •Q� f0 V 'D rn N .. < O m E E C O I- .. io'--Ill 154'- 4 ILa aar '.us J PLAN scatee 1 /8" a 1'-0" .. p - — d lo'GANT'!L TYPIGAL� p p T�-tESE ?� .1 � STS Tp sPAN FROM STEE 5EAM -ro GONG, BEAM OVER 1570ME FK09T STEEL EEAM5 STEEL JOIST co. I STEEL BEAM ,J EXPANsio>J JoiNT 20to" 0 4 N Z a LO CO M L ■■ N V 'L L _O 04 woF C J 4+ N " O M ,0. C C M (� C4 C �A All O O �01 N ..% CO 0 a N 'o O .4 o L 'O 00 rn N (j O CO Uj O E o C L r .. o �8 N 9 pq 4 Uv4�F i. V y} i 3��E2 s yl °e y t 3-73'-4P OVERAL" I'I IIII!Illlillll', �, 1 50 Ii261N 9� I STEL 36tSTS I@ 44;'©.cI. 1 1 1 1 1 1 1 1 1 1 1 1 1 I 1, 4 Z O d' c�a �Q M Z1 u) 4 oC W D 0 or. 10 W Et LO J .w o N C.� C .00M fit. Ci N L L� O V CIO cc S4.W'Fl.`�4 ft,iw C V > puK' 0 a v .. d 'O C O .N > d 0 v 00 N •• 6 O .. in. LLJ E o C 3 LE � .c .. m a D, O, PARTIAL WOOD TRUSS PLAN scaiev. 1 /8- 0 1 "-o- match Fine SCUPPER Z C Oc M a Co Z .o � d N M■ 1■` O O V♦ W �� E�LO O J�+OON � v � 4 C M TQ �. NCN v y o Q N Q J ° a °' bw Z 'a Qc v c Z M O LL c 0 a v N .. d N 'o C O b v ui 0 rn � •• N O O C W u- E O C M .. c�v V 0 -v 41 ZOOF C>ZAIW DWI 5i-O?t 7-OWOLITF- IWSULA71t�4(Sp CON CI. FROM 4Y2:'7HICK. TO I'e/z:'-THICK (E DRP 41 ROOF DRAT N L J c 0 CL 0 > 4) ul CY) C c Z E 0 as Will, OPINION 11"VqlkkL.�� ko P ., - , pl!�;, lig F"M P, 07", le, ;oP�� 77177 "1 F - '-frAil ggg t"MM", Ag V 12 L A Ag gg", I II1,11A -0 r R, ME iz a ftzl, WN, 41111 W, _7y' Ig qI �W,l T ptp 4 Ripe""% . .... ..... .. . ........ -'s T P5 I W, 0I CIA " fjY m MOW M �aggpg'.,i,', low 42,,A� A f, 4&4 �'-'k To", o', rwi_ , feg km �K �2 TF, ',6 4 61 T117 A, I 7p ------------------------ 00 —7, Aj P _Jffc�w_l w gw "11*11V . .. I ... ... j� r 7, A 4`1 "g. 21" Q', �r QW) ......... A T". ig: M xAV !$ A" I , 2 O�� 1 11 1 Siil , U ST L. BEAM A � \ ( 117-zro 4vat s7,& JOT 5 3r l=URR JUT TO IN p , vj*,4 L 6"d b, KbOF; 011 "Pl'"M , MILLED 4 QP AROUND ROOF PNC�. � k�R WmiRf WAS • r-LDPP, FASCIA 70P OF Jot 57 s + 14'- -oz" TOP OF TIE. 5K+ t3 2 0 wr Oz 45 V - 0 11.4r CEDAR ow P.T. Fupmit-Acv e z0o.c. V", ;ZEjpEA7 T*fFD wooms, Tor bon -, 'Zrbr49 57%. 67AL-V, FL-ASHIWC, - ANCHOR.35T It-, Oj 00 cn CD 00 LU U- 4) , n, 0 , rth, elev-tion I y,(. Y,Julr.A I note tempered glas reouired wohin a 4 0 area 4KC, R/S CEDAR TRIM V-0" Y, r,'-B" BFkC)NZF— GLASS DOOR BRONZE GLASS IN 2"Y,4" ALUM. FRAMF - ZLa 4) N Lf) OC qe cl C4) za C&S 4) 0 am (0) M t C4 u E j 0 0 C%1 0 (j) ban (D - (1)Z Cl) 70P OF JOISTe c 4) C4 co Lo q1t C 0 r." cv) FIN. FLOOR 40 O'-o'1 112 171, -7t 4) LIM N 0 C m L AV LAB/. RIP"I"I k W,C, �2" �rrlC I I —AV L AV �V. G W. G, 3n I SANITARY ISOMETRIC 9". MF� not.s �. I LkV w.c, . <' W,C. NI electrical calculations LOADS --> GENERAL LIeHTNG-? SHOW WINDO\V FRONT SIGN HVAG BANK I,Coao x5 w/0 x 1,25 = toSoo w 321r200�V/Frt :(,400V 1,-750N STOW HEAT w� 10K�V STRIP = 10,000 \V KES'CAURANT 21 oro5 0 X 2 `v/o x 1,25 s 5,156 \v la- 2oow/pT : 3,200\v 1 T5o �V � ��2 ToN w/ 5 50 HEAT STRIP% (2,0o W 20I x SO' TYP 5ToRE I, 000 ¢+ x 3 `��¢ x 1.25 = 3 I�'x2oo\��FT = 2w 3,Oo 1,-r5o w STOW w/ 'L S KW ,T5ONV HEAT STRIP- '7, 500 \V 2 STORES ADJACEWT TO 5IREEzf�WAY Soo 'p x w 3 �� x 1, 2 S o 3,000W w 1(0x 200 /FT 3,200W 1,'750 V 2 %2 TON w/ 5 HEAT STRIP : KW 5,000 \V STORE ADJACENT TO PUMP Room 00 x 1\V/o x 1,2S : 5,250W 32'n200w/FT: <o,40ON 1,-750W 4 70N '\Vl 6 K-w HEAT 51RIP = B4Ooow TOTAL. LOAD EACH BAIL! K ZESTAUiZANT 20, x so' ADJ, 70 1'59EEZEWAY ADJ, To PUMP ROOM --* — 28,(225o w 22, (ra 015 w Iro, 200 W 12, 9� 5 O V 21, 400 \v '` �E SIZES 28, 6P50 \v 230V = 125 A. 3 # ► TH\V Co. IN I%Z c, 45000w y 23JV = Icier A, 3# 3/o7PV CU, 1W 2"C, Ira, Zoo \V , z3ov -' °-10 A, 31# 3 THW CU. IN I%a' C, 12, q So W = 2I, 400 W _ 230 V = , 23o V a Sro A, ri -93 A. 3 4 3 0 3 THW 3 T+I\V CU. cu. IN IN 1'/4� c, I'/4' G, . -ky. 1 • iry-0} y y' y 4 ' t u r � ggryry t ?} SgSg e £p �4 � rx • • SKOUND moww,, W Cn O W E ..I -W fvpUv o Q'� c Q N Q a` Q` Z s n 0 LL 9% R4 v d k� T .a 2 S - 'fit x-'i^a• 4 u } 3 !`H° 4 4§'� dFON Iky3q's„ y Wi f FF h'1"tA kia�". yP,�h"a°' kf f, '` ,£�t,t9. Y �.'vY+k75'nf`Yi C��.' ih [i k ir,�,,eyt 5M Z 4n YWA '+V^811R�'�, •Z R.�� nM Hy ��. $'C.ih'�j 1, k ,bn?, .� ' t4 f� "�•�'''tjd fi aAYA,u )gY�e'r} fX i 5] ".e tt.AA"N' t"6 `r a. fig ktAdS 3t"S `Ys K i F q i JY 1t ..v 'Sn 4 S' ,.a ,�;.•k[^. fia"`^" fif xf'�2 h1�A��'. k; kp�� ,I�fi `�� 4R°93S�3'4A t �d. �nS.y�� fi� f'�1 ;k .� # X � i '� � WR'v F� w"•!t � �+'±n ` •, i � 31 -O'.'✓ �,� �� V ��.�Ir KP'�� f �E9F y` ' x� � � ', � f. ! Sk u�.4'iY. iy^5 0. E i r�'3 � p t � E a �r � � � § { t��"` Y aki ?• r arF'f�'�% w,r°rki�k` � h 8 5✓._ i!'S4 jF+ 1 Eiti� �aa4 �,ht �m� �' Yk�.r, L^�SigS=2i�� '��!?� rid h 4 i; qq.rs& /[t$ y ,} ,yt� V yy 'rA ek3 r F J� � yyw�Y. ,E `:4 # .�^ ��, y��3. � file' A' �. ka y fi{ Y p ,�, �k ■! t [ e,. � }.T Y$��.i�'F i M Ie �$ �l l � 4% 'i Fy, pr, l(. d .`S i V" V 4 ^J`r � Ak � C�i¢� �}`5�y+�� . �4i #� � �.�3 f rd� r �x� M1�� a FkL S , :r e�" e� P M M1.M 5i5 . ✓ K 1,, A - I 4 X'i � dv F,. � �'• h �:'t, Ayl i � CHI. ,s 4:.i �ia43°°'�'• �� • � .�,^i�'ti. "`�' 4 a f„�,S'r�F 'r�^' `,,,�'�z A. 3 e k ab 4 ✓,t � �,y, ✓ �� ,t R +EF^S ,g�< a{ Lk°µz3 IYh i✓y 5ry T]:3 ivg YS fX1 4tmi�y Y w a raw, `v 'L.,&' S � rt 45 `v �� i�tg,', d dfryi�{=.'*i'.k1 "$M[ �•i dap �yyi �Y5 v"k'r�d` tR�4 fvl`t ,rtrt�� ;y{x�n A =6 a W 4F "fir � tdwz5' !Y".k ti� ANW�SAY k31 ''�-' �, f 2tf }dam �`� 1 vt : ��u Yam4 >d y" w i IN,�� !F �', �`t '$''• '"` I S] t rA S 5'e d d I fr•:' 3u(a r+: s�'r�YY rr,�it k¢ � � I��R riM ��➢ � • I 4 n � 3"'s "`t}� 6 a � S � it a. "ry Y �'��i. � . Gaiyi • -f '.z F 9 klGi R fA F E I� G I ��y t J `i PY IC dI Rd tfi xry {3 W.� rrmpr M1 ikl r 41 4 k�V�! 6(�r �°'[ x '� Xx.0 r ��i ` t x to f a �r �'. 1Inlr"`'_ z `� '.., »IN .fir` I' ,,rr�f�{ x Ce 51V1,11�^ A a* a e 5 51, A _ PARTIAL ' IIt 1- PM I16 i 2i x j4 SUSPENDED A,C.cpU571CAL. CL(E, W/IK-19 SATT5 1u51.)LATIOH (Top) --0AA!f u.` V iII I z Lo Oc c M �C M zCL �,o U) 4^` W ■ L. N ccT� /1 vi 4) _O � W � E- O U) _I++O rimV � N d Lam Q�CN3:U Cl) CV N O A\ U ., O co N a �o o. z a Q c z c 0 um O c M c O •> w, W V co W M `V >1 • • • 11cM) • • W Cam. LL- C •• a) .� O ,ank a NO IMPROVF_MENTS IN ALTERNATE E10 0 Oq N P V f IAL ." : 1 r 00 41 METAL STUDS CE 24,1 o, c, \V/ 5/W TYPE 2x4 SUSPENDED "X" DRYWALL EAC4 ACouSTICAL GW, SICE 4 K-i( BAITS w/ (i-lot BAITS r^INSULATIow CZYP) IM5ULATIOW CTYP,) 7 i 20' o" LZ Z a�LO Oc c co U co) Za d ■ (0) 'C CM /A O V / •� O W v4) 1.1. V N .p IV tciCM C O M MON .vCo �MtidM CL .. N N C O .N > � ui a N O .. .0 m LLJ L` C d E C 3 -19 � .. m O L �0 V Zi v '0 t Ate` AWA,, W I N Y SPEECIFICATIONS A. he general conditions 'of this contract is the American Institute of Architect Standard Document # A-201, "General Conditions of the Contract for Construction" 1976 edition, 14 articles. These "General Conditions" are hereby mode a part of these documents to the same extent as if herein attached.`€�Ns; s +h 'sr4;r t• „c .., ; : ,.;.. , ;... r.Ati '6. •,: Nptr�,�a ��tY A t a ,i54 kF=r.rmAr.'� ffit r B. The "General Conditions" may be reviewed at the Architect's office or at Halsey & Griffith, Inc., Stuart, Florida .�/ err„ s .ap ,��ir ` `"r,• MI C. If the contractor believes he has discovered errors or omissions, he shal 't notify the Architect in writing for clarification before proceeding with the work. If contractor fails to give such notice and obtain clarification, he III be held responsible for the results of such errors or omissions and for the cil a ( of rectifying same. I 4 1d <I N F l S. x D. It is not the intent of these specifications to restrict unduly selection of M1 k� materials and equipment but to provide a standard of workmanship and performance Where a particular system, product of material is specified by name, it shall be considered as best suited because of quality, appearance or function in the work. Other products considered equal to the specified item by the ContractQ N i 1111, may be used, providing the Contractor obtains in writing consent of the skssxs Architect to make such substitutions. If not approved, Contractor shalla"+{� of t furnish the specified type without further ado. This paragraph applie h 'SY d � § to any "or equal" phras s. ,. ox r t :� ,•: ki�v'ks ,�' r ,: 3r7 s+, k X E. Al'l bidders, including subcontractors, shall examine the site and acquain { themselves with existingcondition- „ k 4 si.. DIVISION 2 -SITE r,«�,: o F4 ..��„r„ J a� y I I �r k•, �r r ;� � A 4 LaA $: x A. Clearing: Furnish all labor, materials and equipment necessary to do all site clearing and hauling away unwanted material .�' �JaF B. Excavation: Remove and dispose of material encountered to obtain required subgrade elevations. If unsatisfactory soil materials are encountered aC design elevations continue excavation and replace excavated materials wi h t acceptable soil materials C. Backfill and fill: Place in layers'no't more. than 1211 loose depth, compacting,�i.� each layer to 95% maximum density. Use soil materials free of clay, rock u11Ys r u,u • to .,. 'q k':.li ,r a '. .. larger than 211 , or any organic matter. Fe `" a areas indicated on drawings by "Mathers and Associates" to within ired subgrade elevation, compacted as required. r E. Pavement subbase course: Place 6" crushed limerock subbase material over x kk I �s r fi � J f b r de to u ort avement r `:`, , � w c n r r .. ,.... Mz v na.... .. K.' r .. .. �.. In.. �,:. I r l _.. ....E , r q ired by St• Lucie County specificatia F. Asphalt paving: As re u 1 chlordane r heptachlor over entire ` under slabs at the rate o A c ordane o Ap ply 3� one gallon per 10 square feet and at the rate of 2 gallons ei 5 lineal fee 9 P q 9 P of foundation walls, inside and out. Treatment shall not be made when the soil or fill is excessively wet or immediately after heavy rains k'r' A. Concrete formwork: 1. General: Adequate and safe design of formwork is the responsibility of the Contractor. Conform to the tolerances contained in ACI 347 2. Forms: Non -exposed concrete surfaces shall be N2 Southern Pine or approved 4 equal lumber, or pl od or metal forms at Contractor's option. h,"Y �. .. 3. Form ties: Metal, coated with grease. Arrange so that metal will be one inch from surface of the concrete when forms are removed. �r°Y +" °°• ing-wetting: Before placing the steel, coat forms for exposed surface with a light neutral oil or an approved separating medium such as Thompson's Water Seal. All surplus oil or separating medium shall be removed and none allowed on the steel. Forms for unexposed surfaces shall be wetted just Y F prior to placing concrete. ete 1 •• ! 1 1 1 1 • 1 1' p $�11aaj �d�"pl �Il YIk dr, � r � �,' r�yl n / • kI Yf�YFI ax"0a°}11�y�rr,�, ktitI�IV�r �. 19FpY t, • • • aikN a�".,,. "ib cif r1 9111a +�yhhi 'F ! u f . • 1 • • / / • 1 1 1 H Y„ • rip+rylklPs �I�'^^ul 1 • • I ! 1 1 I / 1 . • I 1 la d{{��.'ik a�d��xw� �`�r*�[,c�Y � ,r I } rlfr' 4 41 �YN tf+4 IP I 4r \ �r t 6z dl , "II�f�dy�f�& rk" YY�nh IN (il(I4,J J 'Y�`z�Xc��">Ka�vf � "I� 4 - \ • • • 1 / 1 / C,�,+g�prry 41F r iin4 � � 'dy'ljypl bIAz� tl svt°'SaY"�u �v�YYyyI'�y��411 f"'N„�'idra� ICI `7d� 1555W* } l Y4y'y at�tEd�'�4i d.,{Fyly,"GJtkh Iy"tt"fi'Irt� • I • " • 1 1 r ,. 1 . I ! • • • I I . 1 p��`,I,'Si+dr lkl i4,�4tN� 'C, q P:'n yua{Yth17'ui''li ry 4A�i 4a� ,Ny'�rfi ry . . . 1 1 .. 1 . .• . .• 1 . 1 I• 1 • • 1• a "�"4 F J x i a i f §rl�'i�'` � �i.a'��ktx Vll�h ly i� s 4 i'M, �4p.G .r n 1, k 1 • 1 • 1 I 1 • 1 1 . • • k q � �L qj < n . IMPyV .yp5'. 9u1 I.i � a�,.} ,. fi �.. �-.. ,.,. a _t,.:,.. t .,�,,, .. a ak,,r ,r. `. S s ±,.,"5 a5a' .. ,4rtp,!e.� •* $u"��r6 ,�>E• a. bfi , s'e�k•. i'C';}, dlfid": ela,itkx..?'C?j i� 'rrr :..'F $. `, .`,.-.:, "',,,.- e.id "; 2`d"i °j '$°Yil 5a+#Is rsm yry.�,�p,•.._, ,kE"hzP,WV .",„4�iy �.l §"; t,•.ail pp l+ly Sq jj t;.. w.. _.;. ,n.. ..,5'X<v �i;'"N. .„.5'r, _.. ,«r .:4,. is ,.a±ls drii me, :i ,.:.,"i !k ldr.:: r'-x �S I.I'>�3:flplace ,.,,,.rl,:.rt n I I �r:r � !r y .., „ i C. Cast -in • 'r„'" ��J�I'�q&...N� I r�a,,:t :a ,a arl � �n;'#;al, '"�V'#+h;A.o?« v"'k .t:[.,IIEi ,, 1'�Jrr.-. I tkt�' ltiald 11 dt(+� • • • 1 • • 1 ,RIMd kaux [q�'R •! • ,:e 1. I Y I Y 1 : • 1,.• f ,IUyP rF? Jx, k, '11J� ]i }": Y} I A v��}I �[ �lZ F� '1 1 • / • ;b ,. .-.. rv. i Y d's� v ✓rYk` PI �. 1H a vClitd� eSlr f.., WF Y.:", x,i." yyyy „ r' I4 Ali A 4. x•�i�u a 'V�'"1r3{i QY"k Fi itllt��f vl] tk�i N'v��yiV ��n h ,r. xl ._ • • • , , o-,, * S{ M t kF�.IY 41 ry }SY�'V�rr£i! „Ya".: ',; 4'N,' `,�" µ "w" - #,,. 4 r' d S b t ,k' 7 { [-:.:, S ..., ! r I Yin, K�e'Sf •tt ! 1+`nv 'v. i Y��r �S" •.. . • 1 • - , • r 1 Mr C'1,.9WsiON 93:t1p° ��-yyy{�xyC Wm'll 5 .13 } �`r��z 9r ,Irulud'>��r•hr, fh �i h rar„ �ar,l A �; ,�.��'`', 1 - �r Y1 "� .I �,,, u,y [I I i'Y r 4t �x�ryry ' � � a � \ d " / ,. ., « • , , 1: l�kfs t•• f a I I n Fr f � B I 1 : I 1 91" P,J i ry I }YI Y f 1k �� rJn:. �y, �i �' k w � , � , p • • , Y pp 3: t , • Potable . .-. 1 1 •1 .- / I / I A l [h 1 dl f q i i 1 ,v"-' , i' N i � 's ku:- d A�A f :4 Art a e it " a� � £AMIUMMLGI �• a fi y t 1 4 J y ,r fk tl4 F ` a lit t I54Vr It��p��I�yQr'"'. #A;. ' - 1 1 � • tr1�%klllld 3�dlrf "'J�I 1iWv i 4' ri`�" Iti'af r ad I 1� a<I � f P I I i, C1 Ik rC x ll m";.. pl 1 I Po I ;� y! ,Iii��ft S Id��pJ��1 n J'?tx: ! ,�y. v;.. , - r,l9y. i I t 4} P�a�.rii, Y- IIa,'ryr�'4 f �11 " �I �� "�'I;' M ;!..._ e ',£'...... f u+ Y, •..x. " I 1 I • 1 1 • . I • 1 • 1 1 ,eltiv,: y,rk , v � rillaaN iu,.S? x. �:' ih �{i�'"$I'}fKu1N.M�w I!,:l�k'�v� � �a 7i G �� . . . - I . . / 1 • 1 - 1 h4y ..,' k.. .....I ,.. a-. .. .... ... r \... .. w I ..:..., �'. ,.:, wd , ,.,a,.: :E � ...,.. f..,,w., :'t:�.. Y >.: ,,.,., , .. 1..:. ., t,'>G:rl 'd�vyGlf.Ly. {"r"9p'�`• 1� ¢} n I� r�Y '..,,s^ t,�, '\Y. 1 uvN �nbJ'i-, .. .._... .r-:,,. v. as .. '�, ..... • 1 / / / / r�U'x y� qd! }M1, k],ff �"k4'I {»A ilpix YSHq FR`I Yr l ., Y..... A,. .._ � .:1 >• v � 4 ,1 r�+ r e XY,I�J y Y 'zJ+`k. r Y J' Y' ,5:. 1 y�� / • • / '• : ! • • • • JY bl. "��f! k k� V y I� YM Y NAE l }�� l�� r1 rr I I • 1 i`K ip NfJ1 y Yt 441 1 r Id I�y391 1 �;.n • • • 1 • • 1 • 1 ! . • . • • J4 ��'t"'*�dtlldi'I��I�� / . • 1 1 • / . , . / • ' . rT✓i� � i� I��yS d had � i� � 9 1 kI� }i�i Cifi 4}NN 4%a'�£M� 4e f��N Il i i i I i • . • I 11 I • 1 I , I ql I H ,t }}kk r „ Y ..7-1 . .. ... ,. ' ,.,. *,�' '..�';•�fi u� .,.' ,a kt �,,. w a V . n.., .. ......r.. ,. :': P °.rt.a ¢, ,r. ,S•.,"e,',�r •" .j....M s.'" ...a.,,d tad' 3 m�.:.wu ,r,. . r. ,.,.r r, aL. .. _. r ,,.., vvv:nF,s •:' w..,a Yfi 'I� . ... :N ,. ,! rt :�,, `� W,s : ,::: _ k '....•„ .r.��al wY'. a ,. a vd .,..:.I N �..,:.:✓, I 'S , .. .:,rl,a .... ;<,rK�'"' '6 n ."£ I - ,. "I: x au , , ;..m. : ., ,,.. .d, ..,.. .'� f 3rv.1 1,., ,'. .. ., A. .,Y, . :.,4p� a .. -, d ...,a. ,. }m rp. a. .: • - I 1 • - - 1 • • / • • 1 •.., 1 , , EMI '� �iu�dx�,gflJtii"F�p�tl �' 4ri��a � r�d'a' 'mtirw a ,' � ?. s" � �}� ,, N k'r e.,.:'.. n'a „,, �, `" • • • -. 1 1,I''-`� { .J�t'?ki I l Y]]Frl ;" aF �:-.F',",'�.'.�+;;,..: '•:1 :e., _ V'k� 1�,t`. �� I 1 �a„k�f �� Y�ryd ,'�dd X� II ryp 1 . 1 / / 1 / • 1 1 • 1 � {,�EY1�� F�� " p..i,..,. L'�,+k'�,r`,?:. ,, . / 1 / - • • / I . • • �h 8 I'»f,�� 1kP1�u'� �'I avl�� ' • - . • . ! 1 • • 11 1 I 1• 0 n"'p�yg"yith f � ..fi'„~w F [rc5 r 2 "V 4 I I dl 41,11 I N �, 11 � 1 F h1Y l' W I I • • ! • 1 • ' • I / 1 } kd � it VSI�ef� Ja ,lFI - ! 1 1 • . • 1 I / • • • 1 •/ �J pl�li N"fi. ' I+�; .,,.xr,�r,l '.�Ifil��l lid J.IIN IYI Jri• i:. <,,,� r> �.� , ,. � • . ! • _ 1 1 A 1 1 MIN rv4 :" E k rn I i" 'L } 'C, i 1' 9 ', l S A., y^ �, '.': Y r T tl k t 4S 0., 1 • II 1 • 1 �b d" C"'4 T xi "i A2 ':•'.,1 ,k1.. r, ' NLI 4ry �,�� i ` t t Ih l�� t'•z,, d.'r""ti`�!tY � x dV}a x lkr Ir,Vd r1011 �4iMa 1 • �� I • 1 . 1 A I [r r,, ,5'4".,N ` r,r�1 fm �r I W �fid61 �Lt ,� qiS Ikl{ IXl„It I � V Rl I'r t k • • • • • • 1 1 1 • 1 • 1 J dS ttrr FY Ip � �N, ~N6vt tia.<d^�r�. P r rY': I,Y,c,.�k ",��'-`4 '+$`w� �di ` i''"N'J.Y rIPI 2,f 'il:Y 3��W�h�k9gIFS 1}51Fla ih'.I:t �pr y. I I 4 a Y s S i I M • 'Yh •Yk :::4 T'" vY44 liC .. ,i,�,w' fir y r 4 I "'X" a `4`K k 4 R' I N r� S.t �I■, ..* ,. , „ .., . , },.... re'... _sS, n „-,..- wve ,,.. mn w<, , . isAl:,, t� ..._ 7c. v��k,,.,'1x4!{...p.,� 1PvW,rrtn 1 4 .�:y §r ".:} TS GS .1akfr"-3v 4'H Str'.' a fr *�"? ;:.: rv'.,.'.�`..,e 'k 'xt� .:j � tiF,..'u F'i„1 n.YVI�...,.M �;yyRpi� ,>;.4 '.: � d' � �fr' .. ,., .N ,;:,,?: .^W^ �,LSwS 7u ,nv W t l „ ;� 1 ♦ • • v ?, ,ir.. - .. { .. 'I: Y'th?� � s M `.:?: i, "'rva:'.. • xN •a C `i: e ., = 4y . ,} r? 9 ,}Nk';h "� a :bs` r 4:M"., '^ 5 x ,>"F 2i #.i�. M "+ -; Y" ' ," k �� "#k �:,%� did 11'rvaY ed SF':4F � 'dkf n.., � � � "h $C ��}�.�:` � �� +N ,',; t� "''s �'�,• ',,: -. .:. •. 1 • 1 I 1 . • 1 • - / • / • 1 5 M12.. 2, I'�, ,,i .,.::� _ Iw,$J I•I ,w`A 4r �:'.� ,. °^ °:. - Y�hs� �'u4 �,"�, " .w, a ,:.., ''�', , 'i �4-?i t T tj•. � � H � � fgik, , :iys rv./Y., .14'e:. Yk':6't,f 1�Nr�, 5�2'�i M} f+. 'v �isw� �i, • • • • 1 I 1 1 • • 1-• 1 � IA ry�fu � YM1 �� Ih� J+ �°k{h � } _ • 1 • / • 1 1 I ' / 1 a 1 1 1 • 1 • 19 a Wpd • • I} , N I �rr�N��N�}� p � "� §�✓ AM, I' • 1 I 1 1 • 1 / • • • iy 9 r � f� ul�ful § j M ii� ,� � � � � N ! • • 1 / 1 1 I k • , : ° � ttra • ! 1 , , i Tim �MI^a""�i I r}a�3�i+aft lYl�kIdT4"vR`�"n k t f # :zr."1�.: s I�b pY f I va'I:,f� Y ::!i,:b I. ��al' x L I jj� J r A, ,.rF�. ,Ak'°..x..... Y�Iipll"�'YN �`MNr��.L .:.t✓. i ., ... .,. ,, r. ,. .l'"xf e.. x. .e 1 I• I • I / •� •<• ' • • • 1 p J'Sly l 4{M yrV15 i Y FI d.h ��R, ��"��s� 11 / . • I 1 .• • •I I . • 1 • 1 F�r �,�id y laliv i p 99 a I i" kIX' � 4 v ,P ,} ° I}+d r �5 � I��I�r 1� k 9 . iryy 11�1i� r,� •• / t 1 . I 1 1 1 1 I . 1 1 11 v rl n t I�I �� ry • • 1 1 • fi m 1e 1 fft i1d7• )3; ��JJ Y 1 Y u l l >�i,' ^{ � I S 4r li :� I'kn i1 0' . , / . 1 ! 1 • / , - • / . • - • 1 ! . . 1 . ! • I f • 1 •' • 1 1 • . • 1 • • +,i MrM:p !�' m ",,,.*'d `r^e9 a #an J h'F, 3;�g: '�;., „".Smz, '", ak i*Y * �s, vwa '. N �„A;�kl-I ��'"FYp�Frl a k �Ih�h}I'i 1V r ri�lq �"M y • YI#'1'Y°d9� I'ja �21 r)Yf' �' Il ' • 1 ��m 1pp v"5 4 f �, z 7 aJ "'' 7 ` ��Irsli '&'Yh ' '��"TT"�`°��' ��{�� 1 e" t � ' S d Q<ryII �:��d�: i 4 �q � • ! 1 • I • • - • / 1 • - I / • t .: Y:'. .. . a . - I • 1 / I . 1 �.- ''J �I RF`�(�V��'i'�r�,li��d��k�^�"fd 11 1 ! F , I 1''"dM ry R 9 11 �1 1 y�''vhk �� YF �"'a,... h$ i „q y yT • I ! I • 1 I' 1 • ! • / • 1 / • • rvl.: � •1 V 1..V: v ISI I W: I, ..' l: .•_ , � : ).. , S' ,,. .< r.,.rv.-... ,. , la}U i ;P '''��$1,:�Y � e,"^:. C.. - `.. i««n A.i ,�i'i ' "Lj`i' • r::'I. ° ae 4 �.. >.'r`.; Iks �o �V�F lY� n'uiJi N } i5iv. IIPPI '1Nr. .., .x�.:,.. - rt K.,-. ..r.... Y ,.:. !�' ,h'��',`�'�r;3Y yp 1 y a � , y-A, i { - I4i, X: 'klu., `k Ie+F Y"„ ' ..: 1"' w '4'y a..4i v $ i a1 ,7" y, - • •' 1 • 1 • • • Y . 1 _ 1 = Yrl 4 Il a Y k� 1 � I4.. ,I„.,I ,,Ir ,.,l'a � t a',1- a fk 4 1 ;yryCf kJ4 f 11.,, 111 EW I I 1 • • • F='!k.. 1, fiQ}'r� e '' i' ek .£.1'}'"P, 4a ,: °.4 :�'4i +k�" " a v',e F lk ✓ +1 f1 ,u x'vA V9rl J' ,i 6 x, >.::. - .,, ....- .... e r .. "P' ... ,.4 41M'„, t �t i7,vif J:R:4,k 1nd,},'wilP Yit�Ir�Rry fq 1 / i n,T�F"'S °,`,, },3,'eT k� „ �y �.��. �1Y r,K !',f M'.:� .. 5� „ i 9 `-,�%,, artl"y�. axt {r :§'aP ' \ • . I / • • 1 I ! d: In p y 'e} �I45r��nutr N[tl , tr I�ql 1 v ," q ''eu''!i'J E,5'k". < 1 • • ! • ! 1 'u+N,4`T i F1"�7, ! • ! I • / • , • I ` � `t r ri s 4 ti d ,7,.. , x N i '� 'a o �. 4 M, . 1 I • 1 1 _ � Ia'. s'a J.� & 5 ,%<�. `4' 1 1 I - I • • • 1 n rt i ti .'� i , C 1` LID M Z � co d ■ V� t� tQ V♦ w N W t ,0,A Y/ = v CM �'!C d.0 M co idc0 NLo 1% CO) a V (a � C O N_ •> 1 W 13 CNJ 00 CIO =•CD Cn • • Lu E GC V C Z co 'C` 4. Furnish all necessary anchor bolts, bearing plates, and/or other accessories, necessary and incidental to completely erect all steel joists. 5. Items which require setting in concrete, or attachment to materials of other trade, shall be furnished to the General Contractor for his placing or proper handling. The fabricator's shop drawings shall include accurately dimensioned plans for placement of these items to properly receive the steel joists. 6. Welding: Both shop and field welds shall be made only by welders and welding operators who have been previously qualified by tests as prescribed in the Standard Code for Arc and Gas Welding in Building Construction of the American Welding Society, to perform the type of work required by these specifications and the structural drawings. 7. Field measurements: Take all measurements in field as required to verify or supplement dimensions shown on drawings and assume responsibility for fit of all work. 8. All materials shall be new, clean, free from scale, or rust, and of domestic source. They shall be able to meet the requirements as set forth by the Steel Joist Institute. 9. Shop coat painting: A. Following fabrication and prior to leaving the shop thoroughly clean all steel work of rust, loose mill scale, weld splatter, and other foreign matter, and give one (1) shop coat of rust inhibitive paint worked well into all joints. Cleaning shall be done with steel bristled brushes, either hand or electric powered rotary type. B. Paint only when surface of the material is perfectly dry. Do not paint in wet or freezing weather unless protected under cover. C. Conform to paragraph 3.3 of the S.J.I. Specifications. 10. Execution: A. Steel joists: Joists shall be anchored to supports as shown on drawings in accordance with the approved shop drawings. B. Bridging shall be installed as erection of joists progresses. Bridging shall be connected to joists and at crossover by welding. Bridging shall not be spliced. C. Where it is necessary to frame an opening, provide standard angle or channel headers. D. Ends of joist shall be extended where indicated on plans. Extensions shall be in accordance with the Standards #1 unless otherwise indicated E. Care shall be exercised at all times in handling and placing open web steel joists. All joists shall be fastened in place and bridging installed prior to receiving any construction loads. The Contractor shall coordinate joist location with the access space and fixture placing requirements of the other trades. F. Space joistSas indicated. G. Provide additional web members as detailed on drawings or as required by Architect. DIVISION 6 - CARPENTRY A. Rough carpentry: 1. Furnish and install all indicated carpentry items. Include all labor, materials and equipment and incidentals necessary for their completion. See drawings, schedules and details for location and quantity of carpentry required. Do all carpenter work required by other trades to complete structure where such work is not specifically designated under separate trade headings. 2. Lumber: Shall conform to Association grades, sizes based upon American Lumber Standards SPR-R-16. Moisture content shall not exceed 19%; notify Architect if moisture content exceeds 19%. 3. Grades: As per grading rules of manufacturer's Association under whose rules lumber is produced. 4. Plywood for rough carpentry work shall conform to U.S. Product Standard PS-1 and shall be identified with the appropriate grade trademark of the American Plywood Association. 5. Rough hardware: All nails, spikes, screws, bolts and similar hardware shall" be galvanized for assembling and securing this work. 6. Lumber in contact with concrete or masonry: Pressure treated with water borne preservative as per A.W.P.A. Standard # P5060, ASTM D-1034. Apply concentrated preservative to field cut surfaces. 7. Roof trusses: Size and detail as shown on drawings. Submit shop drawings signed and sealed by a Florida Registered Professional Engineer for the Architect's written approval prior to fabrication. 8. Perform cutting, fitting necessary to properly secure work included herein; perform cutting, fitting, patching required for work of other Sections. All framing erected shall be true to line, level, square and plumb. 9. Provide wood blocking, framing, nailing strips, grounds and supports for fixtures & toilet accessories required for complete work. 10. Coordinate as required items of work under this Section with work of other applicable Sections. 11. Furring: Installed in level plane using shims to provide true surfaces for finishes to be applied. B. Finish carpentry: 1. Provide labor, materials, necessary equipment, services to complete finish carpentry work, related work, as indicated on drawings, as specified herein or both. 2. Exterior: Siding and fascia: #2 cedar, rough sawn. 3. Interior: Finger -joint material for frames, trim and base with painted finish. 4. Workmanship: Exterior and interior wood trim: Set straight and plumb closely fitted, clean and free from warp with tight joints, gressed, machine sanded and hand finished. Miter standing trim at corners. Cope running trim at internal corners, miter at external corners. Set all nail heads. Doors and hardware: Receive, fit and hang all wood doors. Doors shall be trimmed and fitted to leave equal width stiles and headrail and trimmed to fit snugly without binding. Hardware shall be fitted so the doors close without forcing and so as to prevent any rattle. All hardware cut-outs shall be neat and true. DIVISION 7 - ROOFING, INSULATION AND SHEET METAL A. Built up roof: To be 4-ply bondable roof installed in strict accordance with manufacturer's specifications. B. Cedar shakes: No. 1 grade, 24" x 1/2" to 5/8" taper split with 10" exposure. 1. Flashing: 16 oz. copper 7" on each side for valleys. 2. Sheathing: 1 x 6 pine. 3. Felt: 15# asphalt felt. 4. Nails: 6d rust -resistant (hot zinc -dipped or aluminum) 2 nails per shake. C. Insulation: R-19 fiberglass batts as indicated on the drawings (in alternate bid #1). D. Metal flashings: Install 26 ga. flashing and counter flashing as indicated on the drawings. E. Roofing bond: A roofing bond in favor of the Owner, guaranteed by the manufac- turer of the roofing materials, shall be delivered to the Architect prior to final payment. Bond shall be against defects in workmanship or materials for a period of 20 years. Guarantee period dated on the bond shall commence no earlier than date of acceptance of the roof. F. Guarantee: In addition to roofing bond, the roofing contractor shall guarantee the built up roofing and sheet metal work (including metal flashings) against entry + water and against defects due to workmanship or materials for a period of 2 ye&r- Guarantee shall be in writing, delivered to thF Architect prior to G. Caulking: 1. Materials: Shall be two -component polysulfide base sealant or one-componerlL polysulfide sealant: manufactured to meet specified requirements by one of the following manufacturers: W. R. Grace & Co., Products Research & Chemical Corp., Pecora Chemical Corp., Sonneborn Building Products, Inc., or equal as approved by Architect in writing. 2. Extent of caulking: Caulk the following: all openings in exterior walls, such as for doors, windows and pipes; all joints indicated on the drawings, or where specified in other sections. 3. Application: Mixing, application, surface condition, weather condition shall be as recommended by the manufacturer. Do not use material thas has exceeded the recommended pot life. Dress all beads smooth and clean excess material from surrounding surfaces. Remove and replace beads that do not properly adhere to both surfaces. DIVISION 8 - DOORS AND WINDOWS A. Doors: As noted on drawings (interior doors to be birch faced). B. Storefront system: 1. Scope: Furnish and install stroefront system indicated on the drawings as specified herein. 2. Shop drawings: Submit shop drawings to Architect for approval prior to fabrication. 3. Protection: Protect work at all times during installation and after com- pletion by covering with materials of sufficient strength to prevent damage by other trades. Any damaged work shall be replaced or repaired at no additional cost to owner. 4. Cleaning: Clean and polish all work at the completion of the installation and when the protective materials are no longer required. Follow procedure recommended by the manufacturer. Do not use abrasive, or caustic or acid cleaning agents. Discolored or marred surfaces will be rejected. 5. Guarantees: A. Guarantee shall include water tightness of the installation, in addition to other defects due to materials or workmanship. Guarantee shall be in writing. B. Guarantee overhead concealed door closers for a period of two (2) years. Guarantee shall be in writing and shall include replacement of defective closers at no charge to the Owner for labor or materials. 6. Approved manufacturers: Storefront system shall be of the sections indicated on the drawings. Equivalent sections of other manufacturers may be sub- stituted only with prior approval by the Architect, and, when requested by the Architect, the storefront contractor shall submit samples, brochures or technical data as may be required to give evidence that the requested substitution is equivalent. Storefront sections shall be as manufactured by the Amerlite Corporation, Kawneer Company, Pittsburgh Plate Glass Company or Aldora. 7. Execution: A. Inspect job conditions prior to commencing work. Report to the Architect any conditions that may prevent a first class installation. Do not proceed with work until unsatisfactory condition is rectified. B. Set all materials in strict accordance with shop drawings, in correct locations, level, plumb and true, to correct elevation and in alignment with all work. C. Cut and fit all material accurately with tight fitting Joints, no burrs, scratches or other imperfections. Horizontal members shall be in one piece to present an unbroken face outside and inside. Z as Oc M Q M Z� 4) ■ 0 4) _O CNI W J.,... E� O v (p L N 4) a • .G CO TQCNM i VN to b. d' C 0 co N .J O C Z a a� .1+ Q 4) C N .. �+ O • m C E C 3 .0 0 tL. .. a) Z r a TIN D. Anchor aluminum members to slab, structure, etc., with fastenings of sufficient size and quantity to transmit full design capacity, of the sections. Anchor vertical mullions with adjustable clips at head to allow for expansion and setting. E. Properly align and adjust entrance doors for proper function. Sub- sequent adjustments on doors shall be made as required within guarantee period at no additional expense to Owner. F. Tightly seal and waterproof all spaces between aluminum members and adjoining materials with the type of sealant indicated on the drawings and specified in the sealants section of the specifications. DIVISION 9 - FINISHES A. Marblecrete: Where stucco is noted on the drawings, it shall be: 1. On concrt,te block, provide a base coat of Portland cement stucco and a finish coat of 1/8" to 1/4" thick Marblecrete in color selected by Architect. 2. On paper backed metal lath, provide a scratch coat and a brown coat before applying the finish coat of 1/8" to 1/4" thick Marblecrete. 3. Allow finish coat to stiffen sufficiently before texturing with a sponge. Using heavy coats could cause loss of bond and checks. Finish coat should be kept damp for 48 hours to insure maximum hardness. 4. All surfaces to be stuccoed must be absolutely free of dirt, grease, oil, dust and any other material that may prevent proper bonding. B. Drywall: Install drywall of type and thickness as indicated on drawings. Joint treatment and attachment to be in strict accordance with manufacturer's recommendations. C. Painting and staining: 1. Exterior wood: Olympic semi -transparent stain in color selected by Architect. Provide small area for Architect's approval before commencing work. 2. External masonry: Marblecrete in color selected by Architect. 3. Interior wood: Not in base bid. 4. Drywall: Not in base bid. 5. Inspect the work of others prior to the start of work. If any surface is not properly prepared, painting contractor shall immediately notify the General Contractor in writing and shall not proceed until the condition is remedied. 6. Use of materials in accordance with manufacturer's directions as per identifying labels on containers. 7. All surfaces must be clean and free of dust, dirt, oil, grease, etc., prior to application. DIVISION 10 - SPECIALTIES A. Bank equipment: N.I.C. B. Mirro.s: Provide 18" wide by 24" high mirror above each lavatory. DIVISION 11 - EQUIPMENT, DIVISION 12 - FURNISHINGS, DIVISION 13 - SPECIAL CONSTRUCTION, AND DIVISION 14 - CONVEYING SYSTEMS: Not used. DIVISION 15 - MECHANICAL A. HVAC systems: In base bid, The contractor is to provide for support with vibration isolators only for future self-contained units In alternate bid #1, provide air conditioning units with strip heat in sizes called for in electrical schedule on sheet #14. Also included in alternate bid #1 will be one thermostat, heat -cool, for each store. Acceptable manufacturers include: General Electric, Trane, Carrier, and Rheem. If contractor desires to substitute a different manufacturer, he must submit his request to the Architect in writing for a written approval. B. In base bid, to provide toilet exhaust fans where indicated on floor plans. C. As individual stores are leased, air conditioning and electrical plans will be provided. All tenant improvements will be under separate contract with a contractor chosen by the Owner. D. Plumbing: The work under this section includes the furnishing of all materials, labor, tools, equipment, and supplies necessary for the completion of the various installations as follows: 1. Plumbing permits and fees. 2. Excavation and backfilling. 3. All connections. 4. Complete sanitary system including septic tanks as shown on drawings by "Mathers and Associates". 5. Plumbing fixtures: Water closets and lavatories to be American Standard, as required to meet all governing codes. 6. Complete cold water system. 7. Furnishing of flashing to roofing contractor. 8. Irrigation system: By Owner. 9. Provide roof drains and downspouts as indicated on drawings. DIVISION 16 - ELECTRICAL A. Base bid to include electric service to buildings, all exterior lights as shown on drawings, ceiling light and switch at each restroom as shown on drawings, one twelve circuit panel for each store, as shown, except provide forty-two circuit panel for restaurant, temporary electric service as required by General Contractor, and all permits and fees. All work must be accordance with the National Electric Code, current edition. In alternate bid #1, include outlets, lights, and switches for stores as indicated on sheets #15 and #16 of the working drawings. Exclude bank and restaurant from this alternate bid. ... , CO)CO/)� Z Q. ■ fA ` O W E� o E= N J.�.+ O N V � • d QT � 4) i V N C LA >` 4 O O t0IZ M r A • • ••UJ • O rM O -p O ti E C 3 c� -v V .. a) tiv v 0