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Home My WebLink AboutEco Lodge 38899BUILDING PLAN CHECK S-r LUCIE COUNTY- FORT PIERCE FIRE PREVENTION BUREAU FORT PIERCE, FLORIDA „rye TELEPHONE 465 6655 PLAN NUMBER DATE RECEIVED.- 4/30/85 CONTRACTOR: Richardson Construction PHONE NUMBER: ARCHITECT: Michael A scavuzzo & Assoc. __ PHONE NUMBER: I' OWNER: -_ Econolodge (The Seven Tend—C,mnpany) LOCATION:___ 7025 Okeechobee Road TYPE OF OCCUPANCY: Resi den i al-_ (Motel) TYPE OF CONSTRUCTION:. TV 017C nc 01111 ninin• 4i_gnn cn_ ft_ All INARFR nF FI nn Rf3- 2 REQUIRE ENTS: TO COUNTY BUILDING OFFICIAL SEE IPCWCEch t"Serr CFI. ry� 1. All openings within 10 ft. of stairs shall comply with S.B.C. 1127.1 (d). i►a c�c. 2. Po able fire extinguisher: One 2A10BC every 75 ft. of travel distance. (Not 1-2 ABC) "B" Tr sh chute and storage rooms doors shall be one (1) labeled and assembly with self closer. NFPA 16-3.2.2. "*!540#Smcke detectors required Section 1125 S.B.C. installed accordin to NFPA 74 and 72-A. 12 A-t 5. A/ to have automatic shut down. C _l IA 6. If /C system 2,000 CFM or over fire stats are required according to NFPA #90-A 7. PL TURNED R REVISIONS µ r 4 CONTRACTORS RESPONSIBILITY TO NOTIFY BUREAU ON ALL INSPECTIONS 24 HOUR NOTICE REQUIRED ON ALL INSPECTIONS RPVIE�{VED BY:_.44t - DATE SIGNATURE FORM 1632 - PRINTING BY HEARN PA ,ter: DEVELOPMENT COORDINATOR J. GARY AMENT April 29, 1986 The Seventy Land Co. 3500 Whitehall, Suite 104 West Palm Beach, F1 33409 SUBJECT: Econolodge Building Permit Application Gentlemen: At your request, this is to confirm the attached appli- cation for a building permit was received by this office on April 24, 1966. The application is for a change of con- tractor only and is under review process at this time. An existing building permit will expire on May 1, 1986, if a required construction inspection has not been completed. Issuance of a new permit for a change of constractor would not extend this expiration date. Should further clarification be required, please advise. Sincerely, J. Gary Aarent County Development Coordinator JGA/JU/sew Enclosure cc: Zoning Administrator Planning Administrator Building Codes Administrator L. FENN, District No. 1 • E. E. GREEN. District No. 2 -� JACK KRIEGER. District No. 3 • R. DALE TREFELNER, District No. 4 • JIM MINIX. District No. 5 County AdmMistrotor - WELDON B. LEWIS 2300 Virginia Avenue o fort Pierce. FL 33482-5652 • Phone (305) 466-1100 odinotoc Ext 316 • Building: Ext. 344 • Plonninn Frt .91A . 7nn;. ,. c... iec - �_ T ~IE COUNTY PERMIT ,APPLICATION PERMIT NO. ------ ( CODE #- -) SEWAGE PERMIT NO. A -- APPLICATION FOR PERMIT TO CONSTRUCT JOBLOCATiON/ADDRESS: LEGAL DESCRIPTION 9 ROADIMPACT: DISTRICT-______ ZONE -- FEE - ___-- - # 0/ 75'-A FLOOD ZONE -iLbf - ELEV _— LOT —BLOCK U!N^ITS`__..— SEC-SA�(; � T TWF _� - RGE TAX' ZONE GMPP _ -- - --- LOT SIZE "DIMENSIONS 2 _QL�C� l -� 9 6 $ . QerEST COST -! SETBACKS: FRONT ��—_-_ REAR - -3 t / StDEE—f.s C` -SIDE WzJC>[ SO FT BUILDING: LIVING AREA � -__�'� J ii -� �ACCESSORY t ARCHBTECT: NAME t�'�tCe�aS _iL° ��sZ.,- PHONE �S 7- ADDRESS _' CITY ST _ ZIP _3_I_ S7- k CONTRACTOR: STATE REG/CERT_ ®I COUNTY CERT # NAME �8y1�J©, ��+J�+ cJ./ d?=C'-/— ADDRESSccCC��-- CITY -��r STATE_0�_-_ ZIP 2313 �_ PHONE OWNER OWNER OF NAME _J PROPERTY: ADDRESS CITY in �� STATE ZIP - - STATE OF FLORIDA, COUNTY OF ST. LUCIE Before me, the undersigned authority, personally appeared J 0�bT _, who upon being duly sworn, deposes and says that the information contained in for o' g application is true and correct. t/ Applicant Sworn to and subscribed before me this -� day of� -- , i SCHOOL IMPACT FEES Required []Yes []No Notary Public, State of Florida at Large My Commission expires: 17 Amt. Pd Date Pd HUTCHINGS - 5841 CORPORATE WAY' SUITE 102 WEST PALM BEACH, FL OR T, INC., GENERAL CONTRACTORS 33407 To: St. Lucie County Bui Subject: Building Permit Permit # 38899 The undersigned for the subject 1071 N.E. 79th HUTCHINGS-FIT,T, INC. Thomas J. Wilt Vice President State of Florida County of Palm Beach (305) 478-0232 Wing Department for Econo Lodge Motel hereby approves transfer of bulding permit property to A.I.A. Construction, Inc. of it., Miami, FL. Sworn to and subscribed before me this 24th day of April, 1986. Jj i Ndtary Public, State of!/Florida My Commision expires: J/ 7 -47 ,. dOlvh�fa�00� _ d� ;n" Al!'101 ,4OF wy az air sB 4Nn0J 31oni'l e , State Certified General Contractors _ M HUTCHINGS CGC 012913 T J WILT THE 'SEVENTY LAND COMPANY I 3500 Whitehall # 104 !I W. Palm Beach, Florida 33401 Phone 305- 683 2825 April 23, 1986 Mr. Gary Ament Re: Building Permit #38899 St.Loucie County Building Dept. Econo Lodge Motel 2300 Virginia Ave. 7025 Okeechobee Rd. Ft. Pierce, Fl. 33482 Dear Mr. Ament: It has become necessary for this company to request a change of contractor in order to facilitate the construction loan at our Bank. The permit as issued to Hutchings Wilt Construction Co. and we are requesting that the permit be transfered to the A-1-A Construction Company. We have confirmed this permission to transfer with Hutchings and Wilt and a letter to this affect is hereby attached. We appreciate your cooperation in this request. - Yours trul}' O William H. Greene - President I J hz Kidd 910 OWNERIODNTRAmw `1tALL SUBMIT ALL DETAILED SHOP DRAWINGS TO THIS OFFICE FOR REVIEW AND APPFCJ,i,i_ CONTRACTOR SHALL VERIFY ALL NOTES AND DIMENSIONS BEFORE PROCEEDING W171 1 %YORK, OWNER AN[) CONTRACTOR SHALL NOTIFY ARCHITECT UPON COMMENCEMENT OF THU; JOB, A.42,.1_. nI I et a�r �i SITE PLAN r /f SCALE' 1" = 20' - 0" SITE QCRITERIA Total Site Area . 2.881 AC 125,496 S.F. Zoning B-3 GMP-X Allowable Density @ 36 Units/Acre = 104 Units Proposed - 104 units No. of Stories - Two E Setbacks: North - 56'-0° - South - 51'-3 East - 74'-3 West - 80'-di Impermeable Surf ce Area = 7� 671 S.F. Building Coverage - 21,4z1 t.F. (I,o) Walks & Pool Deck; - 4,t05 ..F. ;3'Y) Paved Parking and' Driveways - 51,328 S.F. Landscaped open Area r- 48,525 S.F. } Total Building Floor Area (Gross! _- 33,180 S.F-. Total Area - Walkw`ays (1st Floor; - 4,374 S.F. Walkways (2nd Floor) = 4,374 S.F. e ® r °o l M4 01 ST. LUCIE L;L1umY BUILDING DIVISION REVIEWED FOR CODE COMPLIANC REVIEWED BY .—DATE _LZ� PLANS & PERMIT ✓L. MUST BE KEPT ON JOB WIk yf// 0 Pool Deck & Walks = 4,205 S.F. CWD® p, Parking: M Required - 105 Provided - 105 { ncludinq[ 5 Handicapped Spaces) lnierior LandscapingO y Perimeter - 20 65 Required), .- ,, E L#`a � ��; 15 C.r:v 5� r3. , i 41SIiT9Ut71 Snterior - 17 (13 Required' Class 0i"her Al PCIECOUNTY — FT. PIERCE FIRE PREVENTION BUI—_, REV;L#uEO F!ln t`n yr nn^.�" se•inf r i �"'«r.Ei•° y ya4"'a i, *:,.� r'`:'.. ^h ,I { r °yj k; 'r41^.' '.,:„ i,.t-s,nr r'"`r�,K°.;5,' + 'fiwmre.�wram.r'wr,.A^„w p: S" ,r ie�A. 14 - 2- uH" ow6'm�P'" Y SIGN.. ! diI I H r� — — ' U + 1 I q y I b K i� 0 14 14 IG 14 too SO I + r , m 61':3" -. ETBA --` '--- - d � I t i+ r Z6 24a 27. �28 2�1 8d 'AI 'JZ b'� 'a4 'h :b4 7 36 ?N 40 41 4ffl \ i r2r1 + ) A. I44, I I I i ;tom u1. 1L 1 — , 1 tP>s 4111 SETBACK i I i ! 40 45 - ----- -SF-TBACK-- — { i SItTBACK- } tit, �. i tD tio�i 1 U1 401 - I { i m� 17 17 + 1 H. d M + r 1 1' ti ♦\� - - , 2Y1' 7. � q 1 .� �# 9 4 9 �t 1ao IOI -- .. .. _ 45� 8 t01 47 � ie IK 1 - �, r C -c iCal-C!I 21Gi1 70 u M It- 62 us owl , ------- - \ /o • I ss e4 k lei r a n u -,a 7t 71 To T- l�s I , i tI 8q. Se ` c� I S � %F L �•, ""`"CRMNERI $HALLSHALL S AILE I rH44,00rK£- :o-b CONTRACTOR SHALL VERIFY ALL NOTES AND DIMENSIONS SEFC=E '.-ie .:. - OWNER AND CONTRACTOR SHALL NOTIFY ARCHITECT UPON tu'r , iENT Ci T-iiS jj ACCESS EASEMENT ON FILE IN THE ST. LUCIE COUNTY BUILDING DEPARTMENT PROJECT FILES FOR THE ECONO-LODGE y+ SITE PLAN \r 1 Q \� u SITE CRITERIA Total Site 'Area 2.881 AC 125,496 S.F. Zoning 0-3 GMP-X Allowable Density @ 36 Units/Acre = 104 Units Proposed - 104 Units No. of Sto ies Two nk Setbacks *ss �h �. �y�'�a`'1.1 �' `�a�. s `'sic,, "'was` :�C "a� fit' 4� ate. North _ South - 51 3 I ,f <, *" b sP`.. .♦m >"s` rd,$' ` it „ia+k4 h n•: rtr EastRae West r411r Impermeable Surf Ace Area = 76,671 S. F Building Coverage'- 21,438 S.F. W?%) T;r41, Walks b Pool Deck - 4, 205 S.F. (31) Paved Parking and 0jx} Driveways .. 51,328 S.F. (41%) Landscaped Openk��"' A Area - 4@.525 S.F,, 69%) * as 1r Total Building F1 r Area (Gross]- 33,180 S.F-. Total Area- Wal yo fist Floor) 4,374 o Walkw$ys (2nd Floor) = 4,374 S.F. Pool Deck i Walks 4,205 S.F. Parking: n T 1 I Required - 105� } Provides! 105 (Including 5 Handicapped Spaces)ip +��: Landscaping: : k a 6"—; « Perimeter - 20 (15 Required) Interior - 17 (13 Required) • ��r{ �« � br g�rrC :{! fi� � �;r r yF � � » tr M , r, +R r , ., .€ .r,., •u .,.rt..... ,. ...Id`w'ix+ rv.�d *'� ''.:. 4 9a xtY , '., ':k :.... ,. #.,- �` , a THE PURPOSE OF THIS REVISION IS TO - REVISE THE PROPERTY HE ND ACTUAL TO - ACTUAL PROPERTY. ACCURATELY REFLECT THE —Z � � — CONVENIENCE r t C4 � .;�✓ x.�a F� r 4��,�x4e A;x'pr�+hk � f,.h � $R .i: ...,... .ky �. ,� fi. v k 1 w r, p r . z5°'„r..m��,L,��I �'rSY:.�.,.lx:. �!A .�. _.. _ .. . ._. ,. ., ..., i.... ..., _,..3.,.. ..-.,..:....m ..�... ___. ..,.,. ,.. ,...... ....... .. _ i ... ... I. ., ,y A R a '° i .'♦`�` A'�S.4 'r'�,,' A{ 1€�SE{{t .a,yM", Ant. i � a eC°y L Per 'n 3 M v „v'`1 9Y" ) f .,:. ,,. l s Liu '�' ivyF J x.' . ! i. 4K .. •r'.�� .. : ,�' ih4f .�.eIR n JJF +r. '.., n. -., r.: .,.-. x J 4... .,. ...._ .._,. a 1\''..hl�'n .. n.rL':, ,.-0eratl. "8e , y =�' ✓.t u2ai]dv..:Wu.., ...,.a. -ia'. .-,:-, _ ._..n 3n:_v. 'e �.. #..„._ ,l _j Q WFf O S0 L Z Q Z W D U 0 c 0 � (W(� W W 0® W L00 W W Q 0 m® �— Z Z 1� a o A U- vi 0 9 4 _ 90 WJ 4 �® wr h (3 4 L) i � Z « i i SITE PLAN Ir . MINOR REVISION (u) AFFRGlED » k DATE: /O 02�- 8 �� 0 • M � � � i i s � . � W Y u w u s I s o O -U s Z OCT 2 91985 > " 'rpd OU,? tJr1IV AD RESS 1S: a 14 ISp7ATEp Arch t: ci♦.-.nanrers // 7600 .d >;t 20.it A`ien.:Q ; x 5 Suite ti 104 i Rialeah• Flunda 33016 w l! 557. 305 3Gv0- 4 4' i^ Y �N a a .rr A OWNERICONTRACTOR SHALL 5,UB »IT ALL DETAILED SHOP DRAWINGS TO THIS OFFICE FOR REVIEW AND AFPROVrJ_ CONTRACTOR SHAL.L..VERIFY ALL NOTES AND DIMENSIONS BEFORE PROCEEDING WITH WORK. OWNER AND CONTRACTOR SHALL NOTIFY ARCHITECT UPON COMMENCEMENT Of THIS JOB, J � I SCA�_E I' SETBACK AFE NOT rtf:.ctor shall verify that quan`it- of pla,L material c:iven on int to create a full and visually desirable effect in hedges a ces be sprinkled with approved irrigation system. Sprinkler Cor.tiacto�-gallit layout and shop drawings to Architect prior toinstalla- tion or fir 1 desi:r. Al'Grade #1 stock or better, free of damage, sc. nt r+ shall be guaranteed as agreed between Owner Al' cen :races without ground cover shall be sodded with St. Augustine (Bitter Ii�i,:, sod L evenly for full coverage. Sprinklers shall cover all sod and p ted ma1f,;i. Provide eu;:' -:;n' fertilizer at initial installation under all shrubs and between eu,d cover for weed cort;ol. All trc<: to have minimum clear tr1 -01, aliplLcr a A. C . 3 D. E. 54.4. '41' PE ! _IEGEfa1Q hIVE OAK 10,-�12' O/A, MAHOGANY 8"-10, O/A. + f SABAL P°',M, (VARY [ ':'t'S) P 1 i T.D GROWN, y \� PILEA F. G. t FLORIDA CHERRY HEDGE. @ 2'-O" O/C 6 3 HIGH. PHILODENDRON WILLIAMSII (EGG. CANS) BERM. ')VIDE CYPR "::; MULCH IN F.REAS T,07' Co', ZA' Lj AS Q W LL 7 0 U 0- to 0 W W 0 W m 1 0 W L_ m tit M 1Z a �ZCd a o .J 6L N Z c� x t7 -z C On 1 OWNER/CONTRACTOR SHALL SUBMIT ALL DETAILED SHOP DRAWINGS TO THIS OFFICE FOR REVIEW AND APPROVAL. I CONTRACTOR SHALL VERIFY ALL NOTES AND DIMENSIONS BEFORE PROCEEDING WITH WORK. OWNER AND CONTRACTOR SHALL NOTIFY ARCHITECT UPON COMMENCEMENT OF THIS JOB, II II I 11 II II Y I 9 II I II I I N II p 0 i II II II II I II 11 I II II I II II I U Y II q d II I II �I I I 11 I II d II 11 ICI Cyr, �,�I al [ ka i-I�� v I-10 8 II-lo e� II-10 il'10 a II'�10 Ii'10 s7 II'10 II'I� II-lo II 10 8 II'lo r ►n/ t� --- 1 p---- -- I II 42 1 y I 1 1 ,O -N T--r- .O M A7 FOR I/4" BLOW-UP OF A-% \\`' J 0 / THIS AREA SEE SH. A \\ tD - N •r U 143 142 141 140 139 138 137 156 135 134 133 152 131 130 129 128 � 10 I mil LOBBYN OFHA� U �J FRONT DESK. A-7 � F F Q J - - 0 . OFFICE O OFFICE UJ W OF I O =o i _ m -- - — • M 1fi C U LAUNDRY CHUTE ABOVE. =� ,�`� - I• ' ( W c A 7 ' i E - r_ _ _yr A a —� =0 F� 3 I / ICE '[— 1 CANDY- —; _ (MACH. II O I" EXPANSION JOINT itI 11 � PH. - I y EQIP. I _ -, 101 7 102 103 104 105 106 107 108 109 110 III 112 I13 \\ 127 ♦_ -' MANAGERS OFF _ - --- O Q -0 I FOR 1/4" BLOW-UP OF THIS 'Q \ j� �• I I /�7 AREA W/ SECTIONS/DET,LS SEE SHEET A - - - = [TOILET. TOILET.114 126�J"Igor � � � �-ol{ �1��-�----: - -- ----- _ f ---� T-7 -a- I GROUND FLOOR PLAN. SCALE /8" = I'-o" ( BUILDING "A") — I15 1257, GENERAL NOTES GENERAL _NC>TECONT,D. - -- -- -- - — 14. Electrical Notes: L _ 1. The Contractor shall verify all dimensions, elevations, angles and existing conditions before proceeding with any work. Architect shall be notified a) All electrical work .all be in accordance with the N.E.C., and all V immediately by certified mail of any conflicts or discrepancies, if any. applicable codes. 4 ��I 2, The Contracot shall furnish and be solely responsible for all temporary b) Coordinate electrical service and transformer size (if applicable) with II - bracing and shoring required to maintain plumbness and stability of all Florida Power & Light Company. structural elements during construction, 116 124 Q 1.5. 11 materials shall have a Class 'C' min. flame spread. LOBBY AREA CLASS"B 1� 3, The Contractor shall obtain from the heating and ventilating, electrical, S'VERI S`06OF TRIWCL �, plumbing and other subcontractors the final approved Size and location of 160rovide *w;&w0*Q rated fire extinguisher ( SEE PLUMBING DRWGS FOR HOSE REEL '_0CATIONS1 - —� N11 openings to be provided for their trade in roofs, floors and walls, ether shown or not shown on structural drawings. He shall be responsible 17. All. toilets shall comply with all handicapped requirements: for location and detail. I 117 I, 123 Lavatories = 29" clearance under lavatory,_.34" AFF top of lavatory. I - I, 4, All sections and details shall be considered typical and apply for the same and similar situations throughout the building, unless otherwise specifically W.C. =Top of Seat 2p" AFF. - noted. Grab Bars = 1Y" 0 Bar 24" min- long, 12" clear of wall mount @ 33" AFF- 5. The Contractor shall furnish, locate and install all accessories for proper 18. All work shall be in strict accordance with all National, State and Local �' HIM anchorage of wood and metal framing, wood blocking, masonry units, and cast Codes, Ordinances and Governing Bodies. in place concrete. He shall be solely responsible for furnishing, lbeating �. I 2• I I-p C and proper number of all fastening devices. 19. Use written dimensions only 6. All concrete work shall conform to the ACI Building Code 318 and ACI Manual 20. Large scale drawings and details shall take prresidence over small scale, o' of Standard Practice 315, latest editions. /Vj- 21. Owner and Contractor shall na-if• Architect and Engineer in writing,b 118 122 • -� 7, All bar reinforcing shall be full length as shown. If splicing cannot be certified mail, upon commencement of this Project.g y FOR 1/4" BLOW-UP OF avoided, the bars shall be lapped 36 dia. Splices shall be staggered and THIS AREA SEE S H. located at points of min. stress. 22. Lighting Notes: Open parking lotes and access thereto shall be provided with a maintained minimum of one foot candle of light on the parking � 8. All concrete corners with both sides exposed to view shall be,square unless surface from dus" until 30 minutes after the termination of business - _- otherwise shown on noted_ The edge shall be rubbed pruOuc-ing a sla•a0'LT-, each operating cay. 9 121 - tp dense surface without pits or irregularities.VZ The area immediately outside of exit doors shall have security illumination 9� - - O 9. Welded wire fabric reinforcing shall be installed according to ACI 318-71 protected by vandal -resistant globes and such illumination shall be activated and the Manual of Standard Practice by Wire Reinforcement Institute, Inc. during the dark period of every day, • C _ -�- > W. Ii w cc 10. All concrete for footings and slabs on grade shall reach 3,000 PSI min., 23. Finished Floor to be minimu above M.S.L. or above �' D. comp. strength @ 28 days, and all columns, beams, slabs above grade and - Crown of Road, whichever is.greater. structural slabs shall reach 3000 PSI min, comp, strength @ 28 days unless = J otherwise noted. 24. It shall be Owner's obligation and responsibility to obtain Soil Boring 'Pests Compaction Tests and all re fired certifications by a Registered Soil r \ G 11. After completion all work shall be left clean and free of any plaster, paint smears or splatters and the building is to be broom cleaned, 12. Contractor/Owner shall be solely responsible for verifying required grade and finished floor elevations with respect tosT.LUCE County Flood Criteria, Existing Crown of Road Elevations, Federal Flood Criteria or any other governing body. 13. Telephone Notes: Items to be provided for telephone service: a. 110V AC Duplex receptacles as required. b. Extension of an approved cold water pipe or 46 AWG to cold water pipe as required, C. 41W X 81H X 3/4" painted telephone plywood backboard, d_ All conduits to be equipped with pull strings. Should there be other requirements for conduits, sizes or additional backboards, coordinate same with Owner and notify Architect before commencing work. Engineer, if required, i N �W T'k K "*.,t 0 U i _ 7_1_iLH7,QC&uS E_KEEPIN.G _-_ -- /_ IMILAR baV = V* E • fi I i i II � i II III �� N M ul "^ Z c 2 ad Q O J L6 IL vi Z W S W J Q W. .i M _�3 C Z V < 0. _ 7_1_iLH7,QC&uS E_KEEPIN.G _-_ -- /_ IMILAR baV = V* E • fi I i i II � i II III �� N M ul "^ Z c 2 ad Q O J L6 IL vi Z W S W J Q W. .i M _�3 C Z V < 0. OWNE.RICONTRACTTOR SHALL SUBMIT ALL DETAILED SHOP DRAWINGS TO THIS OFFICE FOR REVIEW ANL AOrROV,AL. CONTRACTOR SHALL VERIFY ALL NOTES AND DIMENSIONS BEFORE PROCEEDING WITH WORK. OWNER AND CONTRACTOR SHALL NOTIFY ARCHITECT UPON COMMENCEMENT OF THIS .;08, ro L / I LINE 0 ROOF O.H. A BOVE. LL E j 2.47 24.6 �245 - 244 243 242 . �. T 40 239 233 23/ 23> 235 233 -A, :D L.OEBY ROOF BELO I � W A J ! , --.: 1-1 7 ! �; � :I I ';'� I� � I' F 'd- __..� t '- _.� �._ _._x�I 9 i I I: , II:. �.1 I (`. I, II �� i .-,tl-- , � ,-f • .��. LL� j 1.. ' HOUSE r<EEPINC3 m STORAGE. I I I it A-7 C 3 I --- LAUNDRY CHUTE. --- _ E , ly IICE II SODA it CANDY o I MACH MACH. I° EXPANSION JOIN 201 202 203 204 205 206 _ 207 208 209 210 211 212 213 II((cc 214 23 li cs . " f 111111JLLZ W awn II` I Q - I -— = — a_ �7 � LINE OF ROOF O.H. ABOVE_ s='- / 2 f y ce L7 --- ---- aY A�7 u SECOND i= BOOR Pl_AN.230 it a 5 . BURGLAR INTRUSION ---NOTE. S_H�J_F�DRAW'✓INC NOTES. �I� - 22 c> i ( .e('': r >. tOT lnU tE'dr + ?'E'c kc nor a u ` pproval . 1) I,oCkS or + I(n .,(1„r io Oil 1;,- I!' �= Z :id� i. be <''+i`E7.blt` ( + rt- 1 It (' d [ ('E' a lien I* .,r,'. I °: t. i �w(r't i I''rJrts or <:]J oil I5r< .a(. PP on n ., o r ,.., ( ,� : ,_ I:. �, t,,: �t 4 set 1 (:r t-h IN APPLICABLE CODE FOR ST "' `., - ,mc , I< `+-: 1 . , :tt +, rs .( : : .; -- --- x_, ]1 C<.9t - U c_I:.f.l t wUr --b C , . .. UJCIE CJUNTY. r x ';1tect- and I t illneer "i1 Z) F.11 1:"'.(ile eXF(.rior .<�7.'. rI S. C, t. �iC;'. C;a ].] C?SE`db`; <'+t L r.-, ,..:i :-,-a .' ,r r,.,,. _,, �.iv chop Dram-:y5 for (E;,,p1i.JrxcE:. '+ V fro �}hn extx�;` � �;Il-t ,, ,. ,�t r;l'n I. is('�. li: t}-( r( 6hdii tie jp aUXl ].,1 ."\' I.]._ ,.clop Drawln(i. , u. t;t:i�-?pprOV('(?- s colt ,,u t t(,. ; .. !_x.., f s -# w ( A I y 1 bear, t_., . d are- c- wh.. been (Lu �r ��d 3) Hlr cr-.xterim t)t rir ?r >> r< ( cws (c,r.c:;lE::c „I,,r: 7 �T� I _ 21 :.. d' t nsed r } r�l Sl p l r .1.d7 7 ..,t ( I thoroughly 1}' Ci x ('+ Ep- "+ '' a (lt I P r R } Contractor t :`i»I,,I procc_ulT,, it} ku,r.. on rac or prior t �� b' ati ,t,rLrn- doors _,c with the r,-�l: ;alo .,S Ftar.ctar(ts �++ .. i _ 1`� -- — 4 Q iO'.": }>,.' i.' i' •., f'kI: �r')r doors, tl+: I::'Y I h?it l,',Id21Y1Q tdlthlr ��' ('i 1. ' f'.,E' I1 •,7 (..(c ?a` (i. ,rr�. f. [o ilr ::i '�,'I,+t7 _•. t". r j '• •.-.> �. � S .+ - ..: c., ,..t_ ;'!C'}!-,,..,, , x +-,:.. ,..I " I ,.1 :1 - w .tc,r. it :.l ..S ,. _ I' �> U n .,.� I,l -1..+ ,]uo C.t-t ,.s ., x1c: (. JI r11.Y rlt j r?. b.IOY: 1"l Oa. ,. }`. `2 `. (']:1- '1: a—, ,: l t"l �7t (t ,4i +„ +I � +, cJ8 22 I �.. sal t t (c lr urea 1 t•t _r ,�rti=+ it iit_(!tE ;;ta,.ua1-0, 19i.1 0- 1Lf p K roni a1s l)<_tUils Of Shop L1rr�w�ngs, + , ertl'.xr C-E'- doors shall t r) 0, +:`.xJ 191t_ h a scope Or �'] 51oT'. Xln(,1,4 Ln ON X r � I 1 1 P1, I tA a , tiy1 -- 20 _ — I I J-7 E 220 l _ rA i � fi4j ' I I I Yq 'i i +v 20 + I j a f DIV. BAR PERIMETER �r �, _ �� - u W - U w 224 I �3 E� I -3 a` < 1� i.r i i •.�.' Y / I. 222 Y � � �- .i ' �i YY Z f 111 � {/ �/ !/��i ..!' _ _. _. / —._ .. `T �. _-. l•4t V,Y+ +.. ; •yp'nY(q" 1'i. ru'.�{y .`;—ems � . i ^T1f� ,a.a.u'JY r W--- d. FRONT VIEW INDOW DETAILS FULL SCALE ' �l H .. i. } N w BATHROOM &1-41' "`ir}i'`i6aSCALE: I/4"=1'-0" I, I ELEV. _ FIN. LANDING I � I it it '' 1I f I � ' ' ' � !�/Gig i�� ♦ � �yl. !,. �J �� ' �� t'b I -_O'- II/2" ELEV. = — - a �`;> 1 FIN. LANDING .- f A. IT r. SECTION ",CALE: 3/4"= 1'-0" --IRO( ili+5-&l/Y2 IIE.j 1 ELEVATION SCALE: 3/B"= I'-o" �I I I! I lI .i I L I, �� l � I;! 'f I Ll , ' =- --=— { , s I s � SECTION_____ SCALE. 1/2 = 1'-0" A 5 E A5 I s ROUND - f.._.00_ R -_ P L A LE I/B"= I'-O" ( BUL DING, °B°) OWNEWCONTRACTOR SHALL SUBMIT ALL DETAILED SHOP DRAWINGS TO THIS OFFICE FOR REVIEW AND APPROVAL, CONTRACTOR SHALL VERIFY ALL NOTES AND DIMENSIONS BEFORE PROCEEDING WITH WORK- OWNER AND CONTRACTOR SHALL NOTIFY ARCHITECT UPON COMMENCEMENTOF THIS JOB. I , 0 c0 � "rr 4 will, SECTION SCALE _ 1/2"-1'- o" 1 z I SFICONED _FLOOR R!_Af SCAB E 1/8' 1'-o" ( BUILDING "E3" ) MIC EL A r R chi ¢,j ar•:i S �w 3 aeS* ,ot . A4 , ILI: ;-1 �4 }-Hialeah, Floridr� 3016 r;F ,z ?'cnn w x 0 H w s [_ 0 L i z D 0 vt 0 0 w I W W (� 0 6� I W W n 0 0. ari z w 0 Ind WE I- M Jz+ s U w � 3 OWNER/CONTRACTOR SHALL. SUBMIT ALL ;DETAILED SHOP DRAWINGS TO THIS OFFICE FOR REVII_W AND APPROVAL, CONTRACTOR SHALL VERIFY ALL NOTES AND DIMENSIONS BEFORE PROCEEDING WITH WORK. OWNER AND CONTRACTOR SHALL NOTIFY ARCHITECT UPON COMMENCEMENT OF THIS JOB. 0 till lu 7` i OFF LINEN SHUT MANAGERS OFFICE U Fi r �> BATH s Z7 - % iolt — LOBBY 0 \\.q/ \ x \� ( 2 ,^ y 4 J, GG6I NET �+-! ._..._-�,------- O m.� 1 A r I d I / Cjig . —I— O HOUSE KEEPING kn f 1 �h t T`ti--r I a /! t- _ Q �s 00 L z 0 W Q I i Ld Uj W 0 W ' o QW I a— O ILLA a-- wilou N-0 x �I T m V com m � �✓✓ I D z I t In W V I a i �'T ICI I 1/4It FLOUR PLAN. (LAUNDRY) ROOF 3 rL Ca 01UiL- - u r �u Mtn �-I� MIN• 2ND. FIT GROUND DETAIL._ SCALE 1 r" ' OTT OF SLAB EL J,TOP OF PARAPET EL '713'-2" i f i _19 0TT OF BM. 7'-0" DETAIL 2 SCALE 3/4" =1'—O" A3 4--- _�BOTT r0� EL. 16 — 6 �rPL�T, rWr4L!!P �iR+l r alb 2'�x�t1l 2ND. FL. rim DETAIL. r3 SCALE 3/4" = I' — O" A-3 OWNER! CONTRACTOR SHALL. SUBMIT ALL. DETAILED SHOP DRAWINGS TO THIS OFFICE FOR REVIEW AND APPROVAL. CONTRACTOR SHALL VERIFY ALL NOTES AND DIMENSIONS BEFORE PROCEEDING WITH WORK. OWNER AND CONTRACTOR SHALL NOTIFY ARCHITECT UPON COMMENCEMENT OF THIS JOB. .L -7nP CIF r" ANInPY EL TOP OF PAR. EL. 16-Id' -K B_OT-F OF SLAB h I�Pad lIL1Ga�: - I EL IS— 6"" — n! Gtl-<- 9 L4-1-+i.' J W 4:5r Ii I II ! i N P Ih, ! ry1 SEC-FION- SCALE u 1 e POTT OF CANOPY i r._ STOP OF BM. 9'-6" 'j _�.L T OF SLAB YEL. 8'—O" _ BOTT OF BM. EL 7'—O" - DETAIL 4 DETAIL. 5 SCALE 3/4"=1'—O" A3 SCALE 34"= I'—O" A loI— �nR 'r - - GJ I's) Fes. I L fk # f t 00 'vc Hi 902) �a lux w �® z < z in CI:as CL ! w gos a 902 ca Q LLI Cb o M LLJ Z o 909 t3 • cr f— 1 Q V h W ~ H � � Z a � w it Lu m 8 y • e ^ a G Ux vom:i Ir I� um 1 w OWNER?CONTRACTOR SHALL SUBMIT ALL DETAILED SHOP DRAWINGS TO THI5 OFFICE FOR REVIEW AND APPROVAL. CONTRACTOR SHALL VERIFY ALL NOTES AND DIMENSIONS BEFORE PROCEEDING WITH WORK. OWNER AND CONTRACTOR SHALL NOTIFY ARCHITECT UPON COMMENCEMENT OF THIS JOB, a ST ELEVATI ! I L- a I P r - IN i � �II U) z O ul a - OUR NEW ADDRESS) IS: WHAEL A. -Z Arcl? t s w ;r nr;+b; i•s II 7600 Vk,^ t j0. n Avenue SOUTH ELEVATI-ON-------------------- ! /€3 a .SJ,lite -t,.104 — - --- - ---- -- Hialeah, Florida 33016 yA (305) 557-3400 1 Q (Y 0 OLL 0 0 O i'� 0 I.J.J w O m Q- 0 ® w W n 0 cro w z z 4o J -j 0. � Z LI O r� 4 Q -j ..0 Q S a Q Q C' M s rl z O a F- Ln ,n W a cn a 1' s w II 3 T Z u OC � Q rn Ix w 00 M z oom:i ull O FINISH SCHEDULE. <oOM NAME 1NG S'--_C TYP ROOM. CAR.'. ';POSED G.4. ',,>. F BLOCK TYI' TOILET CERAMIC CERAMIC RC+ TILE TILE W.P. G.W.B. G. i:.R,. 7'-0" DI SING AR' .CARPET - G.In•Lt. C,•„.a,. 8'-0" 117 AT CERAMIC C1, TILE TILE G.W.B. G.W.B. 7'-0" "LIC CERAMIC if TILE G.W.B. G.W.B.. 7'-0" LN(; V.A.T. 4" RUBBER, G.W.B. G.iti.1i, 7'-0" 5 ,1' CERAMIC CERAMIC AREA TILE TILE W.P. G.W.B. G.W.B. LOBBY AREA & OFFICES CARPET WOOD BASE G.W.B. C.W.B. 8'-O LAUNDRY EXPOSED ROOM V.A.T. 4" RUBBER BLOCK PHONE EXP, G,W,B. 5/8" EXP, ROc'[`7 C. - TYPE "X" CONC, 8'-0" T`.E "X" BOTH'.PES EXPOSED I?;P. CONIC. HOL. CKEEPiSG V.A.T. - BLOCK 1 INTED 8'-0^ COS '_' DORS & T & EXP, STUCCO STUCCO CONIC. - PAINTED PAINT.- - ")ER EXP, EXP, EXP. CONC. - BLOCK CONC. 8'-0" __! ''"LRIC EXP. EXP, EXP, ROOM CONC. - BLOCK CONC. POOL EQUIP. EXP, EXP, EXP, ROOF: CONC, - BLOCK CONC. 8'-0.1 MATJ;,:;... EXP. EXP. EXP, OF'"_..-. CONIC. - BLOCK CONIC, 8'-0" L: 1) All exposed block to have rubbed joints & painted 2 coats flat Latex, Lon by cu :ror. (Boiler, electric & pool equ. ~r ent oom need not be un 1 painted) , ..: , cqli 1 red by owner. txtr.res in all toilet rooms F see at R C fs E FI J 2oX }IX1-3/8" ;i:'('RIFIT I"N FRAME. FLUSH PANEL HOLLOW CORE WOOD DOOR IN WOOD FRAME, 2-30X68X1-3/4" FULL LOUVRE M X _- i:1v,,i 2- �:1-3/4'ITT 11,,1, 3oX68XI-3/4 IT 11 L� "X1-3/8" SH P -LOW CORE WO(`!. DOOR IN "<�D FRAML . 30X68X1-; JSH PANEL ;i3OW CORr- ')OD DOOR IN D FAFA ", . 2-30X70X (:4" GLASS) r'1 nS`; STORE FRONT DOOR, S,C. _ 0. 7 "J'_ PLT. 2-28X68X1-3/4" ,, ,. LOUVRE WOOD 1X01,, T n r, �..E •.+ -tilt FIXTURE SCHEDULE. .. I _.. . +1 :)Ui: L,1 "; [I i3Y L �'IdARE AS PER & .:.PS } L 1.. COL( Li, `,EI l CTiOU LY NOTE F2OOMS 1=i IBC FOR H ^ +',PED DOOR '10 2'-8" k 1, 1%'.fN. C, & L1,1 Li X I I'N": . C I I Ili +"Lr.CTION LY F1c DWARF AS PER ATTACHED SPEC,'-, & 2 ('C): T .,'l-X PI 'v T.1' - COLC)L:: + . D t N RY <)IA,NE' . HARDWARE 1 1 P AII lil�('IiF,F) SPY CS & COJC`l1, iLLC"y,'i N I i = r: AI PER SPECc, S +, ' =,T Li FX i t,L(�L to }LLC_"1� ' 1 „r„_d.• HARDWARE AS PER , ,'Pi-CEED SPECS. 13FItl ER -a' '1) �PF S & 2 atc: cl+f:et: American Standard (white) 42019.016 Eater Saver Elongated Cadet, Church Seat (5330.06.3) or er t.-~+,lard" or equal (white) vitreous. china, free-standing, close -coupled toilet combination. oval, self -rimming America' ��tacdard "Contura" (almond) vanity lavatorv. Moen ;'422 single 1 C'entI:..("t with pop-up drain; suppliecf ,, i.t.h stops and flexible risers. R,'tI : T' er.s-Corning (4 pie�er) ;1Ii ond, 60" tub/shower unit and stud pocket Model 0Oe-60 with Moen Z235 ;<, e 1.:ver, tub fillet a u znotic°r combination and rough stops pop-up drain. ervice sink: American Standard "ARGO" P770 or equal. 22" x 18'' with faucet and trap standard. 3 g.p.m. flow rate maximum, OMNI A-745, available thru Purchasing, Department, Econo Txavec} ?cior Hotel Corporation, 420 Koger Executive Center, Norfolk, Virginia 23502, (804) 461-6111. tr_i;y sink: Wh}tc namel Steel 24" x 18' let, mounted, back s1+l:sh, H & C Supply faucets. BA7HROOM RE1 CLOSET SHELVE - 450 Series Single Shelve W/Hanger Pole. (15 Hangers 967 Model/Unit) TOWEL HOLDER - Bobrick B-423 �3 TO'wEL BAR - Bobrick B-205 4`± SOAP DISH - Bobrick B-660 rJ TOIL T PAP.R HOLDER Bobrick B-6967 �6�; ROBE HOOK - Bobrick B-672 �,71 MEDICINE CABINET - Bobrick B-398 (N[anager;s Office Only) f;HOWER CURTAIN ROD - Bobrick B-210 C91 ;OAP DISPENSER - Bobrick B-8295 GRAB BAR - Bobrick B-6206 x 24 r/8a -Ttpe; 1 X I M—e"t.LI. VA, /�IC7C INS FIC, i2A1l5r 211x4l m-n. s ruce� e W10. INTERIOR PARTITION 5�0 bil(oLi .< FILLS 1 C*UAF1,r- ,y T— -- PIPE GUARD [DETAIL iF 61 ifiE G %j�1 11 y C3 � •FG 7� o� if •�'Y'; �{ 1 mac'_ � A -jam. 64 X (,d' X J-b' PP,5cAST Go"c t�5Umpt:,;R kt% 2 * 5 vl<lzT.. CG? OWNERICiNfTRACTOR SHALL SUBMIT- ALL DETAILED SHOP DRAWINGS TO THIS OFFICE FOR REVIEW AND APPROVAL. CONTRACTOR SHALL VERIFY ALL NOTES AND DIMENSIONS BEFORE PROCEEDING WITH WORK. OWNER AND CONTRACTOR SHALL NOTIFY ARCHITECT UPON COMMENCEMENT OF THIS JOB NCYaE � ! �f3 rfr,e,.-.� 5_46., tMP>;n,. s PARKING BUMPER HOSE BIBB X811(�L4'. 'v�.dS.L�P� Li�.L4cC APOx "NIL-, Pn-.1 W-.V0UT \ / ( _. _ f:, <..7+_ 11 3/z y --f, 71 ='"-3!p*--_.�' 71kI1 hi-71%Z"! 3y211 L`-� I �,_ I _. •C.C.�.i'Clh}iJ(�t,� �1i"�NE"2h1�1P N 1< 4 -7._�_ i T i TYP. EXTERIOR DOOR HEAD I if Li -+ ('- � � 1 P � -. .- �/ _.: _ ,... L�—��.�....._�{—____�•��.z C;C%�a�" ' -+ ��(. ±,.�%� I/v +�✓i�4��' �t lJ Fi i f A �i � j �" �� 1 � .,r t - r I- — ell P�If.(XlY ORNAMENTAL '7; 7=1��'7/1'_" _ . O CONTINUOUS CURB ..1 J..1 1..1 1• .1 1. Gtl�Av�l. F j OUR A IS W 1 -1 'z U C) cn W W 0 0 11 01 W L i IL Q 'L7jM c r+t UJ �^ z z ce Q 0 .J w CL z W a a d LD LLi ._1 Q 2 0 v w un ua z 0 S U F_ 5 N LJ Vl Q N � C3 n W i Y iQ.. 0 Q rn cc W a z 0Osi a 330-46 GENEkAL EhJGINEEkING and CONSTRUCTION NOTES and SPECIFICATIONS GENERAL Design and construction shall be in compliance with the Standard Building Code, 1976 edition, and the requirements set forth by the local building official. 2. STRUCTURAL ENGINEER 'he word 'engineer' as used herein refers to the following persons or their designated representative. Principal -in -Charge: Alan J. Davis. P.E. Structural Project Engineer: Anthony James Nadaskay, P.E. Project No. 84146 DAVIS ENGINEERS, P.A. 790 Tamiami Canal Road Miami, Florida 33144 1305) 266-2566 Submittals and approvals required by the engineer shall be lade through the architect. DESIGN CRITERIA Roof Live Load ...................................... 20 psf Roof Superimposed Dead Load ......................... 20 psf Roof Structural Dead Load (6' slab) ................. 75 psf Floor Live Load ..................................... 40 psi Floor Superimposed Dead Load ........................ 10 psf Floor Structural Dead Load (6' slab) ................ 75 psf Corridors and Stairways Live Load .................. 100 psf 8' CML' Wall Dead Load (grouted i 48') ............... 61 psf Basic Wind Load Pressure (110 mph Basic Wind Speed) . 24 psf 4. CONSTRUCTION 4.1 GENERAL• Construction methods, procedures, and sequences are the responsibility of the contractor. The contractor shall take the necessary means to maintain and protect the structural integrity and servicability of the construction at all times. 4.2 CONSTRUCTION LOADS: Structural members as shown in the working drawings have been designed to carry the code required service loads only; the structural design of this project has not considered loads imposed during construction. Construction loads may exceed the service design loads. The contractor shall be responsible for engaging the necessary construction engineering and design, and determining and employing the methods necessary to support all loads imposed during construction. 4.3 CONSTRUCTION COORDINATION: The contractor shall coordinate all work required by the architectural, structural, mechanical, plumbing, and electrical working drawings, and shall verify the location and sizes of all chases, inserts, openings, sleeves, finishes, depressions, and other project requirements not shown on the structural working drawings. 4.4 CONFLICTS: Wherever conflicts, discrepancies, or ambiguities exist in the structural drawings, schedules, or notes, they shall be brought to the attention of the engineer for clarification. 4.5 SHOP DRAWINGS: !a) The contractor shall submit shop drawings detailing concrete reinforcing steel, precast and prestressed structural concrete units, structural and miscellaneous steel, and other construction requiring off -site fabrication included in the structural drawings for the approval of the engineer. (b) Approval of shop drawings by the engineer is for design and layout only, and is not for the purpose of authorizing changes to the contract drawings or approving substitutions. The contractor shall comply with the requirements of the contract drawings, general conditions, supplemental general conditions, special conditions, and specifications applicable to the shop drawings and the submittals. The contractor shall check and approve the shop drawings before submission to the engineer, and shall be responsible for dimensions, quantities, job conditions, and coordination as defined herein, and with other construction trades. If, the shop drawings are disapproved by the engineer, toe contractor shall resubmit corrected drawings to comply with the contract documents. (c) The contractor shall submit shop drawings detailing all openings, including additional reinforcement as required in typical wall, slab,. and beam opening, for approval by the engineer. (it) The contractor shall use manufacturer's certified shop drawings and specifications for special equipment installations, including elevators, heating and cooling equipment, etc. The contractor shall coordinate installation with the working drawings, and provide all additional materials required for the installation not shown in the working drawings. Shop drawings and specifications, and requirements for structural installation of the equipment shall be approved by the engineer. (e) The contractor shall submit sufficient copies of the shop drawings to allow the engineer to keep one set of documents from each submittal for his records. (f) The contractor shall allow a minimum of one week for the engineer to review shop drawings, after date of receipt by the engineer. For large submittals, additional time may be required. 4.5 SUBSTITUTIONS: Proposed substitutions, alterations, or changes by the contractor shall be approved by the engineer prior to the award of the contract, or prior to any pertinent work t❑ the substitution, alteration, or change. 4.6 INSPECTICIfS: The engineer shall inspect the placement of all reinforcing steel prior to the pouring of concrete. Concrete shall not be poured without the engineer's approval. The contractor shall give the engineer 48 hours notice for each inspection to be performed. The cost of inspections shall be assumed by the contractor. 5. SPECIAL INSPECTOR If the local building official requires a 'Special Inspector' in accordance with the provisions of CS/SB 556 (Vogt Bill) the cost of retaining such services shall be assumed by the owner. If the 'Special Inspector' is other than the engineer, he/she shall be approved by the engineer. Reports for each inspection are to be submitted to the engineer, and upon completion of the project, the 'Special Inspector' shall submit a sealed certificate of compliance. 6. ELEVATIONS Elevations indicated on the site drawings are relative to the National Geodetic Vertical Datum. Elevations indicated on all other drawings are relative to the first floor datum t0.000, or tW -O'. EXCAVATION, FOOTING, and FOUNDATION NOTES and SPECIFICATIONS 1. EXCA'VATIONS Until provisions for permanent support have been made, all excavations shall be properly guarded and protected so as to prevent the same from becoming dangerous to life and property and shall be sheet oiled, braced and/or shored, where necessary, to prevent the adjoining earth from caving in; such protection to be ty the person causing the excavation to he made. No excavation, for any purpose, shall extend within one foot of the angle of repose of any sail bearing footing or foundation unless such footing or foundation is first properly underpinned or protected against settlement. BEARING CAPACITY of SOIL 1.1 SOIL INVESTIGATION: (a) The owner shall provide the engineer with a minimum of six exploratory soil borings prior to the commencement of construction. The cost of the soil bon ngs shall be assumed by the owner. The locations of the soil hprings shall be determined by the engineer, and shall be for the purpose of verifying the bearing capacity of the sail. (b) The owner shall obtain the services of a soils and testing engineer to evaluate and make recommendations for the bearing capacity of the soil and the type of foundation to be used for the proposed structure. 2.2 PRESUMPTIVE BEARING CAPACITY of SOIL: The soil under the proposed structure is assumed to be undisturbed sand, or sand and rock, with a safe maximum bearing capacity of 2.5 ksf. Should other materials or conditions unsatisfactory for foundations be encountered the engineer shall be notified immediately. 2.3 SITE PREPARATION and PLACEMENT of FILL: la) The foundation design for the proposed structure assumes the use of spread footings an undisturbed soil or fill material placed under the supervision of an engineer. (b) Fill shall be placed an the site to obtain the required first floor elevation and site grades, as indicated do the site plans. Fill shall he clean sand, or sand and rock, free of debris and other deleterious materials, placed in a maximum of 12 inch layers. Where fill material includes rock, large rock shall not be allowed to nest and all voids shall be carefully filled with small stones or sand, properly compacted. The maximum size of rock shall be six inches in diameter. Fill shall be compacted under the supervision of an engineer and testing laboratory approved by the engineer to a minimum of 95 percent compaction for all layers as verified by field density tests. Field density tests shall be made in accordance with Methods of Test for Moisture Density Relations of Soils, ASTM 1557-70, modified to use 25 blows on five layers with a 10 pound hammer dropping 18 inches. (c) Site preparation and placement of fill shall be by an experienced contractdrls) having at least five years experience in the methods and procedures used, and shall be approved by the engineer. (it) Site preparation and the placement of fill shall be under the supervision a soils and testing engineer and laboratory approved by the engineer. Reports shall be submitted to the engineer for all tests performed. 1.4 COMMENCEMENT of CONSTRUCTION: (a) The contractor shall not proceed with the construction of foundations or superstructure without permission from the engineer, after the soil and testing engineer has submitted a report verifying the bearing capacity of the sail and acceptable site preparation, consistent with the assumed site materials and conditions, soil bearing capacity, and foundation as described herein and as indicated in the plans. (b) The contractor shall not proceed with the construction of foundations or superstructure without permission from the engineer, upon the engineer's completion of any necessary revisions to the foundation plans resulting from the soil and testing engineer's report an the site materials and conditions, bearing capacity of the soil, recommendation for any type of foundation other than spread footings (as indicated in the plans), a final report on the site preparation, or any other factors brought to the attention of the engineer which would affect the strength and/or serviceability of the foundation or superstructure. Revised plans will be issued for commencement of construction. 3. FOUNDATIONS BEARING on SOIL 3.1 GENERAL: Footings shall be constructed of reinforced concrete. 3.2 CONTINUOUS FOOTINGS: (a) Footings under walls shall be continuous. Footings shall be of the size, and reinforced, as indicated in the plans, sections, and schedules. When three or more reinforcing bars are required in continuous footings, the bars shall be held in place and alignment by transverse bars spaced not more than four feet apart. The minimum transverse reinforcement shall be 13 bars, unless otherwise noted. (1) Splices in reinforcing bars shall not be less than 24 bar diameters and all corners shall be properly tied. (2) The reinforcement for footings and other principal structural members in which concrete is deposited against the ground shall have not less than three inches of concrete between the reinforcement and the ground contact surface. If concrete surfaces after removal of the forms are to be exposed to the weather or be in contact with the ground, the reinforcement shall be protected with not less than two inches of concrete for bars larger than 45 and one and one-half inches for 15 or smaller bars. (3) Excavations for continuous footings shall be cut true to line and grade and the sides of the footings shall be formed, except where soil conditions are such that the sides of the excavation stand firm and square. Excavations shall be made to fin, clean bearing. (b) Continuous footings shall be placed level and any changes in the grade of such footings shall be made with a vertical tie of the same cross section and design as the footings, or the smaller of the footings, so joined. (O Concrete footings and pads shall not receive superimposed loads until 12 hours or more after the concrete is placed. (it) Excavations for footings which are to serve as fares shall be thoroughly wet prior to the placing of concrete. 3.3 ISOLATED FOOTINGS: Where isolated footings support concrete columns, dowels equivalent in number and area to the column reinforcing and having a length not less than 30 bar diameters nor 12 inches above and below the joint shall be provided in the footing. Where footing depth does not allow straight dowels, standard hooks will be allowable. Such dowels, or anchor bolts as required for steel columns, shall be held to proper grade and location during the pouring of the footing by means of templates or by other approved methods. 3.4 CONCRETE SLABS on FILL: (a) Where it is proposed to place concrete slabs directly on the supporting soil, a sub -grade shall be thoroughly compacted by approved methods. All fill placed under slabs shall be clean sand and rock, free of debris and other deleterious materials. The maximum size of rock within 12 inches below the floor slab in the compacted fill shall be three inches in diameter. Where fill material includes rock, large rock shall not be allowed to nest and all voids shall be carefully filled with small stones nr sand, properly compacted. (h) 11) Concrete floor slabs placed directly on the supporting soil shall be a minimum of 4 inches in thickness, reinforced with not less than 0.019 square inches of reinforcing per linear foot of slab in each direction. Unless otherwise noted in the plans, reinforcing shall be 6' x 6' - WIA x WIA welded wire fabric. A 4-mil vapor -barrier shall be placed between the slab and supporting soil. tJ Where top soil has been stripped and fill has been compacted under the supervision of a sped al inspector to a minimum of 92 percent compaction for all la�ers as verified by field density tests, no reinforcement shall be required if approved by the engineer. (3) Such unreinforced slabs shall not be supported by foundation walls. f4) Field density tests shall be made in accordance with Methods of Test for Moisture Density Relations of Soils, ASTM 1557-70. modified to use 25 blows on five layers with a 10 pound hammer dropping 18 inches. 'c) Where a concrete slab is supported by a foundation wall or continuous footing, the slab shall be reinforced for a distance of not less than 2 1/1 feet out from such support with a minimum of twice the area of reinforcement in the slab. REINFORCED CONCRETE NOTES and SPECIFICATIONS 1. GENERAL Reinforced concrete shall be of the materials, proportions, strength, and consistency required in the structural drawings, schedules, and notes. 1. STANDARDS Design and construction, of reinforced concrete shall be in accordance with the following standards. 2.1 Building Code Requirements for Reinforced Concrete, ACI 318- 83. 2.1 Manual of Standard Practice for Detailing Reinforced Concrete Structures, ACI 315-74. 2.3 Standard Specification for Deformed Billet Steel Bars for Concrete Reinforcement, ASTM A615-16a. 1.4 Standard Specification for Cold -Drawn Steel Wire for Concrete Reinforcement, ASTM A82-76. 2.5 Standard Specification for Welded Steel Wire Fabric for Concrete Reinforcement, ASTM A185-73. 1.6 Standard Specification for Chemical Admixtures for Concrete, ASTM C494-71. 1.7 Standard Specification for Air -Entraining Admixtures for Concrete, ASTM C160-74. MATERIALS and TESTS 3.1 POATLAND P CEMENT: ortland cement shall be Hype 1, conforming to the Standard Specification for Portland Cement, ASTM C150-77. 3.2 CONCRETE A65REGATES: Nominal maximum size of coarse aggregates shall not be larger than three-quarters of an inch. Aggregates used in concrete shall conform to the Standard Specifications for Concrete Aggregates, ASTM C33-77. Aggregates shall be quarried or washed in fresh water and shall contain not more than one -twentieth of one percent salt by weight. Submit aggregate gradations to the engineer for approval. 3.3 WATER: Mixing water for concrete shall be potable, clean and free from injurious amounts of oils, acids, alkalis, salts, organic materiais,or other substances that may be deleterious to concrete or reinforcement. 'A REINFORCING: Reinforcing steel shall be Grade 60. 3.5 ADMIXTURES: Admixtures to be used in concrete shall be approved by the engineer. 3.6 TESTS: (a) The engineer shall have the right to order tests on any material entering into concrete or reinforced concrete to determine its suitability for the purpose; to order reasonable tests of the concrete from time to time to determine whether the materials and methods in use are such as to produce concrete of the necessary quality; and to order the test under load of any portion of the structure, when conditions have been such as to leave doubt as to the adequacy of the structure to serve the purpose for which it is intended. (b) Tests of materials and of concrete shall be made in accordance with the requirements of the American Society for Testing Materials. Tests shall be made by a testing laboratory approved by the engineer. Test reports shall be submitted to the engineer. The costs of such tests resulting from construction related problems shall be assumed by the contractor. 4. DUALITY of CONCRETE 4.1 CONCRETE QUALITY: (a) Concrete shall be normal weight, and shall attain a 29- day compressive strength of 3000 psi. (b) The maximum water -cement ration shall be 0.45. (c) The minimum cement content for concrete shall be five bags per cubic yard. (d) Concrete shall contain a water reducing admixture capable of increasing workability and reducing the amount of mixing water, conforming to ASTM C494-71, Type A. Other admixtures may he used if approved by the engineer. Admixtures shall be added to the six in accordance with the manufacturer's specifications, and at a controlled rate. le) Proportioning and nixing of all concrete six designs, for each strength of concrete required, shall be approved by the engineer. 4.2 TESTS on CONCRETE: (a) (1) Tests an concrete used in construction shall be made by an approved testing laboratory, and reports submitted to the engineer. The costs of such tests shall be assumed by the contractor. (2) Not less than three specimens shall be made for each standard test, nor less than one test for each 50 cubic yards of concrete used on the project. (3) Specimens shall be made and cured in accordance with the Standard Method of Making and Curing Concrete Compression and Flexure Test Specimens in the Field, ASTM C31-75. (4) Specimens shall be tested in accordance with the Standard Method of Test for Compression Strength of Molded Concrete Cylinders, ASTM C39-71. The contractor shall submit reports to the engineer for each test performed. (5) Test cylinders taken off truck -mixed concrete shall be taken at the approximate one -quarter point and the three-quarter point of the load. (h) The age for strength tests of concrete shall he 28 days. Strength tests for an earlier age shall be submitted if the engineer has approved concrete in the structure to red eve its full working loads at such earlier time. Seven day tests may be used with the approval of the engineer, provided that the relation between the seven and 28-day strengths of the concrete is established by tests for the materials and proportions used. (c) To conform to the requirements of these specifications, the average strength of the laboratory cured cylinders representing each class of concrete as well as the average of any five consecutive strength tests representing each class of concrete shall be equal to or greater than the specified strength and not sore than one strength test in ten shall have an average value of less than 90 percent of the specified strength. (d) When there is a question as to the quality of the concrete in the structure, the engineer shall have the right to require care tests in accordance with the Standard Method of Obtaining and Testing Drilled Cores and Sawed Beams of Concrete, ASTM C42-74, to order load tests on that portion of the structure where the questionable concrete has been placed, or to require other reasonable tests to evaluate the strength of the structure. (e) The maximum allowable slump of concrete shall be four inches. Slump greater than four inches shall be approved by the engineer, with the proportions of the concrete adjusted to maintain the strength and quality of the concrete. No water shall be added at the job site to concrete delivered by truck as ready for use without the approval of the engineer, and then only when slump tests are made and the concrete so delivered is known to be of less than the slump specified. 6. MIXING and PLACING 6.1 FOR.MS and EQUIPMENT: (a) Before placing concrete, all equipment for mixing and transporting the concrete shall be cleaned, all debris removed from the spaces to be occupied by the concrete, forms shall be thoroughly wetted or ailed, masonry filler um is that mill be in contact with concrete shall be well drenched, and the reinforcement shall be thoroughly cleaned. (b) Standing water shall be removed from places of deposit before concrete is placed. 6.1 MIXING of CONCRETE: (a) Job mixed concrete shall not be permitted unless the proportions, equipment, and methods are approved by the engineer. Concrete tests shall be required at the rate of one test for each five cubic yards or less, or each time concrete is mixed. (b) Ready -mixed concrete shall be mixed and delivered in accordance with the requirements of the Standard Specification for Ready -Mixed Concrete, ASTM C94-74a. (c) No concrete shall he retempered after it has taken an initial set nor shall any batch or portion thereof be deposited in forms more than one and one-half hours after chi! mixing of that particular batch has commenced. 6.3 CONVEYING: (a) Concrete shall be conveyed from the mixer to the place of final deposit by methods which will prevent separation or loss of the materials. (b) Equipment for chuting, pumping, and pneumatically conveying concrete shall be of such size and design as to ensure a practically continuous flow of concrete at the delivery end without separation of the materials. 6.4 DEPOSITING: (a) Concrete shall be deposited as nearly as practicable in its final position to avoid segregation due to handling or flowing. The concrete shall be carried on at such a rate that the concrete is at all times plastic and flows readily into the spaces between the bars. No concrete that has been contaminated by foreign materials shall be deposited on the work. lh) When concreting is started, it shall be carried on as a continuous operation until the placing of the panel or section is cow leted. The to surface p p shall 6e generally level. (c) All concrete shall be thoroughly compacted by suitable means during the operation of placing, and shall be thoroughly marked around the reinforcement and embedded fixtures and into the corners of the forms. Where the concrete is placed in columns or walls, the placing shall be so conducted that the concrete will not pass reinforcement for tore than six feet. Separate lifts shall be thoroughly compacted. Vibrators may be used to aid in the placement of concrete, provided they are used under experienced supervision, the forms are designed t❑ withstand their action, and their action is not directed to bars, any part of which is in contact with concrete which started to take its initial set. (d) Where conditions take compacting difficult, or where the reinforcement is congested, batches of mortar containing the same proportions of cement to sand as used in the concrete shall first be deposited in the forms to a depth of at least one inch. 6.5 CURING: Concrete shall be kept in a wet condition for the first 14 hours after placement, and shall be maintained in a moist condition for at least the first seven days after placing. 6.6 HOT WEATHER REQUIREMENTS: During hot weather, proper attention shall be given to ingredients, production methods,handling, placing, protection, and curing to prevent excessive concrete temperatures or water evaporation that may impair required strength or serviceability of concrete members. 6.1 BONDING: Before new concrete is deposited on or against concrete which has set, the forms shall be retightened, the surface of the set concrete shall be cleaned of all foreign matter and laitance, and wetted. The cleaned and wetted surfaces of the hardened concrete shall first be slushed with a coating of neat cement against which the new concrete shall be placed before the mortar has attained its initial set. . FORMS and DETAILS of CONSTRUCTION 7.1 DESIGN of FORMS: Forms shall conform to the shape, lines, and dimensions of the members as called for on the plans, and shall be substantial and sufficiently tight to prevent leakage of mortar. Forms shall be properly braced or tied together so as to maintain position and shape. Temporary openings at the bottom of columns shall be provided to facilitate cleaning and inspection before depositing concrete. When the concrete has attained sufficient strength, forms shall be removed from at least two faces of all reinforced members, other than were placed in contact with the soil or for slabs or joists, to facilitate inspection of the placing operations, with exception to 'U' type beat block. 7.2 REMOVAL of FORMS: The removal of forms shall be carried out in such a manner as to insure the complete safety of the structure. Vertical forts may he removed in 14 hours, provided that the concrete has hardened sufficiently that it is not damaged. Bottom forms and shoring for slabs, beams, and girders shall not be removed in less than 14 days without permission from the engineer. 7.3 PIPES and CONDUIT EMBEDDED in CONCRETE: Electric conduit and other pipes shall not displace that concrete on which stress is calculated or which is required for fire protection to a greater extent than four percent of the area of tibe cross section. Sleeves or other pipes passing through floors, walls, or beams shall not be of such size or in such location as unduly to impair the strength of the construction. Embedded pipes and conduits other than those merely passing through shall not be larger in outside diameter than one-third the thickness of the slab, wall, or beam in which they are embedded; shall not be spaced closer than three diameters on centers, nor so located as to unduly impair the strength of the concrete. 7.4 CLEANING and BENDING REINFORCEMENT: Steel reinforcement, at the time concrete is placed, shall be free from rust, scale, or other coatings that will destroy or reduce the bond. Reinforcement less than a 18 bar in size say be heated and field bent, with the approval of the engineer. Bars larger than 48 shall not be bent in the field by any means. 7.5 PLACING REINFORCEMENT: Metal reinforcement shall be accurately placed and adequately secured in position by concrete or metal chairs or spacers or other acceptable methods. The minimum clear distance between parallel bars, except in columns, shall be equal to the nominal diameter of the bars. In no case shall the clear distance between bars be less than one inch, nor less than one and one-third times the maximum size of the coarse aggregate. When reinforcement in beams or girders is placed in two or more lavers, the clear distance between layers shall not be less than one inch nor less than the diameter of the bars, and the bars in the upper layer shall be placed directly above those in the bottom layer. 7.6 SPLICES in REINFORCEMENT: (a) In slabs, beams, and girders, splices in reinforcement at points of maximum stress shall be avoided wherever possible. Such splices where used shall be welded, lapped, or otherwise fully developed, but, in any case shall transfer the entire stress from bar to bar without exceeding the allowable bond and shear stresses. The minimum overlap for a lapped ssplice shall be 24 bar diameters, but not less than 11 inches. The clear distance between bars that] also apply to the clear distance from a contact ssplice and adjacent splices or bars_. (b) Welded wire fabric reinforcement shall be lapped one mesh plus two inches, 11 inches, or as noted in the plans. id Welded splices in reinforcing bars shall be made by certified welders and shall comply with the Standard for Welding Peinforcing Steel, Metal Inserts and Connections in Reinforced Concrete Construction, AWS D12.1. Welded splices shall have bars butted and welded to develop in tension at least 115 percent of the specified yield strength of the bar. Welded splices shall be full butt welds, Series 'C' CAD welds, or an approved equal. Welded splices not shown in the plans shall be approved by the engineer. (d) Mechanical connections and devices for mechanical connections shall be approved by the engineer. (e) Splices in columns, beams, girders, and slabs not shown in the plans shall be Class C contact lap splices. 7.7 CONCRETE PROTECTION for REINFORCEMENT: The 'following minimum concrete cover shall be provided for reinforcement: Minimum cover, in. (a) Concrete cast against and permanently exposed to earth ............................. 3 (b) Concrete exposed to earth or weather: 16 through CS bars ............................ 2 15 bar, W31 or D31 wire, and smaller ......... 1 1/2 (c) Concrete not exposed to weather or in contact with ground: Slabs, walls, joists: 114 and 118 bars ........................ 1 1/2 ill and smaller .......................... 3/4 Beams, columns: Primary reinforcement, ties, stirrups, spirals ....................... 1 1/2 Shells, folded plate members: 46 bar and larger ........................ 314 45 bar, W31 or D31 wire, and smaller ..... 1/1 (it) Exposed reinforcing bars intended for banding with future extensions shall be protected from corrosion by concrete or other adequate covering. (e) The above protective coverings are minimums but protection shall not be less than required for fire -resistive ratings. (f) The contractor shall provide the necessary bolsters, chairs, concrete block, and miscellaneous reinforcement for the support of reinforcing. Steel wire bar supports used in slabs, beams and columns shall be Class C, plastic protected. 7.8 CONSTRUCTION JOINTS: la) All construction joints shown on the structural drawings shall be incorporated into the structure. Additional joints may he incorporated to facilitate construction. Joints not detailed on the structural drawings shall be located and detailed on shop drawings and approved by the engineer. (b) Joints not indicated on the plans shall be so made and located as to least impair the strength of the structure. Where a joint is to be made, the surface of the concrete shall be thoroughly cleaned and all laitance removed. Vertical joints shall be thoroughly wetted, and slushed with a coat of neat cement grout immediately before plan ng of new concrete. (c) At least two hours must elapse after depositing concrete in the columns or walls before depositing in beams, girders, or slabs supported thereon. Beams, girders, brackets, column capitals, and haunches shall be considered as part of the floor system and shall be placed monolithically therewith. A) Construction joints in floors shall be located near the middle of the span of slabs, beams, or girders except where such slabs, beams, or girders carry concentrated loads, in which case the location of construction joints shall be determined by engineering analysis. (e) Horizontal construction joints shall not he permitted in walls and beams unless shown in the structural drawings, or approved by the engineer. 7.9 SPECIAL REINFORCING DETAILS for COLUMNS: (a) OFFSET BENDS: (1) Offset bent bars shall be provided in columns with vertical reinforcment of 17 bars or larger. Offset bars shall be bent before placement in the fans. (i) The slope of the inclined portion of an offset bar with the the axis of the column shall not exceed 1:6. fill Portions of the bar above and below an offset shall be parallel to the axis of the column. fiii) Horizontal support belom the offset bend shall be provided by three ties of the same size and number specified for the column, spaced not tore than six inches below the point of the bend, and thereafter at three inches, unless otherwise noted in the column schedule or plans. (iv) Where a column face is offset three inches or greater, longitudinal bars shall not be offset bent. Separate dowels, lap spliced with the longitudinal bars adjacent to the offset column faces, shall be provided. fb) COLUMN TIES: (1) Column ties shall be of the size and spacing indicated in the column schedule. Nhere ties arrangements are not specified, ties shall be such that every corner and alternate longitudinal bars shall have lateral support provided by the corner of a tie with an included angle of not tore than 135 degrees and no bar shall be farther than six inches clear on each side along the tie from such a laterally supported bar. (1) Column ties shall be located not more than half a tie spacing above the top of footing or slab in any story, and shall be spaced such that a tie shall be not more than half a tie spacing below the lowest horizontal reinforcement in members supported above. (3) Where beams or brackets frame into all sides of a column, ties shall be terminated not more than three inches below the lowest reinforcement in such beams or brackets. 7.9 MISCELLANEOUS REINFORCEMENT DETAILS: Interior and exterior horizontal lapped corner bars shall be provided at all corners to match the size, type, and spacing of horizontal footing, wall, masonry bond beam, or concrete tie beams reinforcement. 10. SHOP DRAWINGS The contractor shall submit shop drawings to the engineer for approval. The shop drawings shall show bar sizes, placement of reinforcement, bar dimension and bending details, bar support, material quantities, and other information relevant to the reinforcing of concrete as shown in the structural drawings. MASONRY NOTES and SPECIFICATIONS GENERAL Concrete masonry and reinforced concrete masonry shall be of the materials, strength, and construction required in the structural drawings, schedules, and notes. 2. QUALITY and TESTS 2.1 GENER.AL: la) QUALITY: The quality of materials assembled into masonry and the method and manner of their assembly shall conform to acceptable standards of construction and the requirements set forth herein. (b) TESTS: (1) The engineer may require materials to be subjected to tests to determine their quality whenever there is reason to believe that a material is not of acceptable quality. The costs of such tests shall be assumed by the contractor. 121 Tests of materials shall be made in accordance with the Standard Specifications df the American Society for Testing Materials. 2.2 CONCRETE BLOCKS: (a) GENERAL: (1) Concrete blocks shall be made of Portland cement, water, and approved aggregates. The materials shall confors to the requirements for the materials of concrete, and finished units shall meet the requirements of this section. 12) Concrete blocks used for fire -resistive walls rated two -hours or more or used for load -bearing or exterior walls shall have a minimum face -shell thickness of one and one- fourth inches, a minimum web thickness of one inch, and shall have a net cross -sectional area not less than 50 percent of the gross cross section. (3) Concrete blocks for other purposes shall have a wall and web thickness of not less than three -fourths inch. (4) Where masonry walls are required by the plans tp br eight inches in thickness, hollow concrete block units may be 7 5/8' x 7 5/8' x 15 5/8' modular dimension with corresponding widths for tie columns and tie beams, and structural beams and columns unless otherwise notes in the plans. fb) QUALITY: Standard units of hollow concrete block shall conform to the Standard Specification for Hollow Load -Bearing Concrete Masonry Units, ASTM C90-75, except that the maximum moisture content shall not exceed 50 percent of the total absorption. 2.3 PLAIN CONCRETE: Plain concrete is concrete cast in place and not reinforced, or reinforced only for shrinkage or change of temperature. Plain concrete shall be mixed, placed, and cured as specified for concrete elsewhere. The minimum strength of regular concrete shall be not less than 2000 psi in 28 days. Light weight concrete shall not be used. 1.4 MORTAR: (a) GENERAL: Except as otherwise noted herein, all mortars and the materials therein shall conform to the Standard Specifications for Mortar of Masonry Units, ASTM C270-73. it) The gradation of aggregates for masonry mortar shall be such that the fineness modulus is between 1.2 and 2.35 when determined in accordance with the Standard Specification for Aggregate for Masonry Mortar, ASTM C144-76. (2) Aggregates shall be quarried or washed in fresh water and shall contain not more than one -twentieth of one percent salt by weight. lb) MORTAR: (1) Mortar used to bond masonry shall be of Type M, S, N, or 0 and shall comply with either the property specifications set forth below or the proportion specifications of ASTM C170-73. MORTAR STRENGTH PROPERTY SPECIFICATION Type Minimum Average Strength, psi M ............................. 1500 S ............................. 1800 N............................. 750 (2) The type of mortar based on consideration of the location of the unit masonry construction shall be as {allows: Use or Location Type of Mortar Below grade foundations and walls ...................... M Retaining walls ........................................ M Fire resistive walls rated 1 hours or tore .......... M or S Exterior walls and load -bearing walls ............... M or S Piers less than 32 inches wide ...................... M or S Mortar or grout under concentrated loads ............... M Fences........................................... M, S, N, or 0 (3) All hollow unit masonry shall be laid with full mortar coverage of the face shells in both horizontal and vertical joints, except the first course of masonry on foundations shall be laid in full bedded mortar. 3. CONSTRUCTION DETAILS 3.1 GENERAL: (a) Reinforced concrete shall comply with the requirements set forth in that Section. lb) Second-hand masonry units shall not be used unless they conform to the requirements of this Section, are sound, and have been thoroughly cleaned, and are approved for use by the engineer. (c) Bond shall he provided by lapping units in successive vertical courses in a common running bond pattern. (d) Horizontal and vertical joints shall be three -eighths of an inch in thickness. 3.1 EXTERIOR WALLS: (a) GENERAL: (1) Exterior walls of unit masonry shall have a minimum thickness of eight inches, unless otherwise noted. (2) The maximum area of wall panels of 8-inch thick unit masonry as measured between the concrete members which frame the panel such as the beams and tie columns, shall not exceed 256 square feet, unless otherwise indicated in the structural drawings. (b) TIE COLUMNS: (1) Concrete tie columns shall be required in exterior walls of unit masonry, as indicated in the plans. Concrete tie columns shall be required at all corners, at intervals not to exceed 10 feet center -to -center of columns, adjacent to any corner opening exceeding four feet in width, adjacent to any wall opening exceeding nine feet in width, and at the ends of free- standing walls exceeding two feet in length, unless otherwise noted. i2) Tie columns shall not be less than 12 inches in width and not less in thickness than the wall nor less than a nominal eight inches. 2) Tie columns shall be reinforced with not less than 4-15 vertical bars for B' x 12' columns nor less reinforcing steel than 0.01 of the cross -sectional area for columns of other dimension, nor less in size, dimension, and reinforcing than indicated on the plans. Vertical reinforcing shall be doweled to the footing and splices shall be lapped 30 bar diameters, unless otherwise noted. Columns shall be tied with 42 hoops spaced not more than 12 inches apart, or as indicated in the column OWNEWCONTRACTOR SHALL. SUBMIT ALLDETAII.ED SHOP DRAWINGS TO THIS OFFICE FOR REVIEW AND APPRQiAL. CONTRACTOR SHALL VERIFY ALL NOTES AND DIMENSIONS BEFORE PROCEEDING WITH WORK. OWNER AND CONTRACTOR SHALL NOTIFY ARCHITECT UPON COMMENCEMENT OF THIS JOB. schedule. (4) Concrete columns in load -bearing walls shall be Poured only after masonry units are in place. Where masonry walls of skeleton frame construction are laid up after the frame has been erected, adequate anchorage shall be provided as detailed by the engineer, or approved by the engineer. :U TIE BEAMS: fl) A tie beam of reinforced concrete shall be placed to all walls of unit masonry, at each floor level, and at such intermediate levels as may be required to limit the vertical heights of the masonry units to 16 feet, unless otherwise noted. Tie beams shall be required where indicated in the plans. (2) A tie beam shall be not less in dimension or reinforcing -than required in the plans nor less than the following minimums: A tie beam shall have a width of not less than a nominal eight inches, shall have a height of not less than 11 inches, and shall be reinforced with not less than four 45 reinforcing bars placed two at the top and two at the bottom of the beam, or the reinforcement indicated in the plans and schedules. (3) The tie beam shall be continuous. Continuity of the reinforcing in straight runs shall be provided by lapping splices not less than !8 inches, 30 bar diameters, cr as :ndicated in the plans. Continuity shall be provided at corners by bending two bars from each direction around the corner 18 inches, 30 bar diameters, or as indicated in the plans or by adding bars with equvalent lap lengths which extend each way from the corner. Continuity at columns shall be provided by continuing horizontal reinforcement through columns or by bending horizontal reinforcing in the columns a distance of 18 inches or as indicated in the plans. (4) Changes in level of tie beams shall be side at columns. (5) The concrete in tie beams shall he placed to bond to the masonry units immediately below and shall not be separated therefrom by wood, felt, or any other material which may prevent bond. Felt paper or other means may be used to prevent the cells from filling with concrete, provided that the material is no wider than the width of the cells and is depressed to prevent displacement . (d) PARAPET WALLS: Masonry parapet walls shall not be less than eight inches thick, shall be reinforced with minimum tie columns, and shall be coped with a concrete beam not less than 64 square inches in cross-section with two 14 reinforcing bars. (e) CHASES, RECESSES and OPENINGS: I1) Unit masonry walls required to be a minimum of 8 inches thick, such as exterior walls, fire walls, and bearing walls, say he chased or recessed with the approval of the engineer. Chases and recesses shall not be deeper than one-half the wall thickness for an area not exceeding eight square feet, the horizontal dimension of the chase or recess shall not exceed four feet, and the chasing shall not reduce the dimension of tie beams and tie columns to less than herein required. !2) Openings shall have lintels of reinforced concrete. Where such lintel is precast or formed separately from a tie beam, it shall bear not less than 8 inches on the masonry, at each end. Where such lintel is formed integrally with the tie beam by deepening the tie beat above the opening, and the tie beat itself is capable of safely supporting all loads, the beam may span up to 6 feet in length and may be deepened not to exceed 8 inches without additional reinforcing. Where the beam is deepened in excess of eight inches with a span less than six feet in length, and the tie beam itself is capable of supporting all loads, the dropped portion shall contain a 13 horizontal bar at the bottom, bent up at each end and fastened to the upper tie beam steel, or two 14 horizontal bars. The dropped portion shall bear at least eight inches on the masonry, at each end. Where the span is in excess of six feet, the principal beam reinforcing shall be at the bottom of the beam. 3.3 INTERIOR BEARING WALLS: Interior bearing walls shall be constructed as specified for exterior walls. 3.4 FIRE -WALLS: Fire -walls shall be constructed as specified for exterior walls and as required to develop the necessary fire rating. 3.5 FENCES: (a) Fences shall he capped with a coping beam not less than 64 square inches in cross-section reinforced with a minimum of two 44 bars when not exceeding a height of five feet, and shall be capped by a tie beam as provided for exterior walls if exceeding a height of five feet. (b) Fences exceeding five feet in height shall have tie columns as provided for exterior walls. 4. REINFORCE➢ CONCRETE MASONRY 4.1 STANDARDS: Design and construction of reinforced unit masonry shall be in accordance with the following standards. (a) Standard Specification for the Design and Construction of Load Bearing Concrete Masonry, NCMA TR-75B. (b) Building Code Requirements for Concrete Masonry Structures, ACI 531-79. fc) Specification for Concrete Masonry Construction, ACI 531.1-76. 4.2 GENERAL REQUIREMENTS: (a) Tie columns and tie beams as set forth herein are not required Where reinforced masonry construction is indicated in the plans. (b) Reinforced unit masonry shall be steel reinforced grouted hollow -unit masonry. (c) The engineer shall inspect reinforcment for the masonry pn or to grouting the cell. 4.3 MATERIALS and TESTS: (a) CONCRETE MASONRY: All concrete masonry shall have an average priss strength of 1000 psi. (b) GROUT: Concrete grout shall be a pearock six mith a maxisum aggregate sue of 3/0 inch and a 28 day compressive strength of 3000 psi. Grout shall conform to ASTM C476-71. (d REINFORCING: Deformed reinforcing steel shall be Grade 60. Horizontal wail reinforcment shall be standard 4 gauge ladder type, conforming to ASTM A82-76, and shall be galvanized. Width of horizontal reinforcement shall be two inches less than the width of the masonry. Truss type horizontal reinforcment shall not be used. (it) TESTS: 'D Prism tests shall be conducted in accordance with NCMA TEK 111. Not less than one test for every ) TESTS: (1) Prism tests shall be conducted in accordance with 4CMA TEK 122. Not less than one test for every 5000 square feet of wall, with one prior to starting the job, shall be performed. Three samples shall be required for each test. (2) Grout shall be tested in accordance with NCMA TEK 123. One test shall he conducted for every 30 cubic yards of grout. 4.4 REINFORCED MASONRY COLUMNS and WALLS: la) The minimum length of lap for deformed bars in grout, in tension or compression, shall be 49 bar diameters in inches. but not less than 24 inches. (b) Horizontal wall reinforcement shall lap six inches. (c) ANCHORAGE REQUIREMENTS: Reinforced masonry walls shall be securely anchored to adjacent structural members such as roofs, floors, columns, pilasters, buttresses, and intersection walls. Required anchors shall be embedded in reinforced grouted cells, as indicated in the plans. fc) MORTAR and GROUT: (1) Vertical cells to be grouted shall provide vertical alignment sufficient to maintain clear, unobstructed, continuous, vertical cores measuring not less than two by three inches. -; Grout shall c- a plastic mix having a maximum slump of nine inches plus ar minus one inch. (3) Grout shall be placed before any initial set has occurred, but in no case more than one and one-half hours after the mix -designed water has been added. (4) Grouting shall be a continuous operation not exceedinq four feet between reinforced, grouted cells, and with a maxisum pour lift of 11 feet. (5) Grouting shall be consolidated between lifts by puddling, rodding, or mechanical vibration. (d) BEARING: Precast floor and roof units supported on masonry walls shall provide minimum hearing of three inches, and anchorage as indicated in the plans. le) PROTECTION of MASONRY: Unfinished work shall be stepped back for joining with new work; loathing shall be permitted only with the approval of the engineer. STRUCTURAL STEEL NOTES and SPECIFICATIONS 1. GENERAL 1.1 Fabrication and erection of structural steel shall be as required in the structural drawings, schedules, and notes. 1.' The contractor and structural steel fabricator shall survey all plans, details, sections, schedules, and shop drawings for miscellaneous steel and connections not specifically shown or designed by the engineer. Miscellaneous steel and connections shall be designed and detailed by the fabricator. Shop dramings shall be submitted to the engineer for approval. :. STANDARDS ➢esign, fabrication, and erection of structural steel shall be in accordance with the following standards. 2.1 Specification for the Design, Fabrication and Erection of Structural Steel for Buildings (Effective November 1, 1979), including the AISC Manual, Eighth Edition. 2.2 Structural Welding Code -Steel, AWS D1.1. 2.3 fa) Specifications for Structural Joints Using ASTM A325 or ASTM A490 Bolts IRCRBSJ), published by American Institute of Steel Construction. Ib) General Requirements for Rolled Steel Plates, Shapes, Sheet Piling, and Bars for Structural Use, ANSI/ASTM A6-77b. 2.8 Standard Qualification Procedure, AWS 93.0. 2.9 Standard for Qualification of Welding Procedures and Welders for Piping and Tubing, AWS D10.9. 3. MATERIALS 3.1 STRUCTURAL STEEL• (a) Structural Steel, ASTM A36. (b) Welded and Seamless Steel Pipe, ASTM A53, Grade B. (c) Cold -Formed Melded and Seamless Carbon Steel Structural Tubing in Rounds and Shapes, ASTM A500. ldl Hot -Formed Welded and Seamless Carbon Steel Structural Tubing, ASTM A501. 3.2 BOLTS: High Strength Bolts for Structural Steel Joints, Including Suitable Nuts and Plain Hardened Washers, ASTM A325. 3.3 FILLER METAL and FLUX for WELDING: (a) Welding electrodes shall be E70 Series. Welding electrodes and fluxes shall conform to the appropriate AWS specification for the method employed. 3.4 USED and DAMAGED MATERIAL: All steel shall be straight and true, and any section damaged to be out of shape shall not be used. Steel previously used or fabricated for use or fabricated in error shall not be used except with the approval of the engineer. Filled holes or welds shall not be concealed. Straigthened or retempered fire -burned steel shall not be used except with the approval of the engineer. 3.5 TESTS: The engineer may require tests and/or mill records to determine the quality of materials. The costs of such tests shall be assumed by the contractor. 4. MINIMUM THICKNESS of MATERIAL The minimum thickness of material shall not be less than as set forth in the applicable Standards, or as required in the structural drawings. 5. CONNECTIONS 5.1 Connections shall conform to the requirements of the applicable Standards. 5.4 The contractor and structural steel fabricator shall survey all plans, details, sections, schedules, and shop drawings for special connections not detailed or designed by the engineer, or arising from the construction. Special connections required in the project shall be brought to the attention of the engineer for detailing and design, or shall be detailed and designed by the fabricator. Submit shop dramings to the engineer for approval. 5.3 WELDED CONNECTIONS: (a) Welding in the shop or field shall be done only by persons who have been tested and certified by an approved testing laboratory for the type and method of welds to he performed. Valid certification for each welding operator shall be available upon request. Welding shall be in accordance with the recommendations and specifications of the AWS. (b) Type, size, and thickness of welds shall be as detailed by the engineer, specified, or required by applicable [odes. Welds not specified in the plans shall be detailed by the steel fabricator in accordance with AISC standards and approved by the engineer. 5.4 BOLTED CONNECTIONS: Bolted connections shall he standard AISC bearing type connections using ASTM A315 bolts, 3/4 in. diameter, unless otherwise noted. 5.5 COLUMN BASE PLATES: Grouting of column base plates shall be performed as soon after final plumbing as leasable, and prior to the application of additional framing or construction loads. 6. TUBULAR COLUMNS 6.1 Tubular columns and other primary compression members, excluding secondary posts and struts. shall have a minimum least dimension of 1 112 inches and a minimum wall thickness of 3116 of an inch. 6.2 Tubular members shall be filled with concrete having a minimum 28 day compressive strength of 1500 psi, and shall have one -quarter inch diameter pressure relief holes drilled through the shell, within 6 inches of the top and bottom of the exposed length of the member and one hale at mid height. 6.3 Concrete fill in tubular members shall not be assumed to carry any of the load except in compression members having a least dimension of 8 inches or greater, which shall have a one - inch inspection hole in the plate at each end. CONT'D. ON DRAWING S-5 OUR NEW ADDRESS IS: ARCHAEL A. S�AVUZZO & ASSOCIATES Architects -planners 7600 West 20th Avenue Suite ## 104 Hialeah, Florida 33016 (305) 557-8400 < 0 J r UJ O 1 LL G f- Z ® O L O D LU O d . I- T10 m 0 a r LM • Z O N > W Ic W1! M W r'm Z C Z C9 < O J ii a N Z W G mY 6 S S x+ m h N W Z O S • u maim H Vm Ld > M1 < I� s U r` W n �3 Z Z V cc g Q a tt 1. SON OWNER t CONTRACTOR SHALL SUBMIT ALL DETAILED SHOP DRAWINGS TO THIS OFFICE FOR REVIEW AND APPROVAL, CONTRACTOR SHALL VERIFY ALL NOTES AND DIMENSIONS BEFORE PROCEEDING WITH WORK. OWNER AND CONTRACTOR SHALL NOTIFY ARCHITECT UPON COMMENCEMENT OF THIS JOB. 7�1 tl 4.7 5L.AJ!, W/ �6"XCo"-W{.4. X w t .4 %.Ogg �l L4 MIL- mn I e, 70 FZ E NA, 812 L com T,s:c) r CTI ON 5/4 11=11-011 I r%.IF72 r/I!L-, MOISTURE WF - '40 SECTION cm u. 411 SL-AM W/ I�A I L tA 0 � 5TU Q a �'i�IQQteg 17YP) —60MPAC`7F_V FILL- 13 shA _j A L-APPrEF? -T%fPe lk Ir li ck cc wc v-A5 t N------ 2 CI' = I I_ C-.,) 14 G v e-M4P 'L- L 4- 7 Z 1w X 14 4" ccnmc %L KIT -rrTT ZI I FrrT -+ �D 0 01 77� 9 II x 0 I uj C) Ln m I E. 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T .,.- a. � a � f .__-' _... ____�._._...---- f.. -- I ''�, — _ t _ Q � _ I M 4ca4' TBMr. I °� _ _ ll T _ 4-d �a \ Ili o 47' 10° � CPO i5m f -TN P•)C £�L.ta�j 41 i*4@ tall � �- _ I d 5 h fC� FLOOR E ' � I I _ ti , 'ova � f � � � -- - ' - �g.l,�•,�xli cr % c F @ !°� _ '�4 4�1�"t'r-"11 a" ' - .�� t�, 4 c�� °ttl I I k � ' •� � ,,,.o ,,,„,, -� ..max - -.• ',, . . �:,. tl .. .� as ^' �'` - ' : i.; r'j � , i/.il ,.. c�3 'j�ICA•L, BLS-'.. - , � .. � � -•�� .P��-_,�+",.�, -_^ «. -raQMINA'jE NON ®,ION 1N1 c7u� LAP 4�. ��•R OIAM trAP p Qi�CG, E5hlt?g WITN IriTO 900 WPOW'D C7V&R GPC.UMN i d>� MIq�,,l p.Nl R� `/, F_ 6AR� •�•-- D fbAR�� _ G !i�'''b � � Ib 6A1C� �� i 1 d Co" �• i �. � i — -4 p�iLt L).�l.y U.3t.2 p.sjt.3 I to i'0 01` it L� �{ L�t2 r O 1 1a3�.211 It 11 ! to'I LIAII it 1 to" • _ __ _______. ^ � � ` ---mac--_ -- - A. 0 —' . i IJ a GiT1F+PTUP's NK A BAR�o P9 OuTeR IN!Ity wal , c P.PaRZ da(t<a bW 4TZE yDt�GIF•IG1 :gift' tF w� a J W O [__ LL O ,' z F-- o /LLJ V J O � � w L' Ln L' Ln LLI z j,, I p a C.i c itA LLmV/ uj \ cr .0 SJ n` W f' z � ca aCD C, 0) 2 O w cc oil ' V# OWNER/CONTRACTOR SHALL SUBMIT ALL DETAILED SHOP DRAWINGS TO THIS OFFICE FOR REVIEW AND APPROVAL_ CONTRACTOR SHALL VERIFY ALL NOTES AND DIMENSIONS BEFORE PROCEEDING WITH WORK. OWNER AND CONTRACTOR SHALL NOTIFY ARCHITECT UPON COMMENCEMENT OF THIS JOB. a 14 Tl Y 4'- J'' WA Gp IZu 'f6MP. 7z — �. II ! II I �- *4 i2'-o" P ► I � - � I , __ �. I � I I I 11 I I � -4 P2 I IB x CIO 4c-K-sm. r5'= w..57".JL I c3 "-. SLAW I f t7'� e I �3!2 �__ _I .._ _ —J L I40 q( 11 l�l'T x, f I I Sk�2 3k9 2 5��v {yam II i ai3 I St3„a, f�S j -^'` .-.. ... a. y V— i �'G��`� � �� M ! N � i�!.._:�`., � — ',., C_`� r�.�• , p, � � � / - � � (.III I f� � � I #,4 04e 2*¢ cc�t T T� I 11 !1 n *4•C#4(i2x�o04 i al `#qC 12 6, o p � (V I PA I I I y I _ ( i -- C-' I K1• 1 � i ' � I i N d L — I I� r I -- jERMItJAj'Ic NON-GOwTINl.1! W-. LAP 114 mliz oult-l1 L0.P Q owc( j SNgg WMA '50 100 400KS Ovsg GALL Mt'I N11obYdaN W4{EN hIEG��s%�.R`{ 1 1 LI I I pA)Li I I atL-& ..ACItj 1,JIAc ?5t'= Atv1 Z)G !-c)u 1, E5 NN 0.31.ti 51X� A. 0WAR-5 01.1j'ER INNER lb bARra c M% O 'bAft v B*AF, ai(IPiiATUPss -s121E SQflill�bl alFi%�IiaF1WlGi ,, al -- 11� 5.4 f � lr44 It''T ac��Ul ii 71 e-* - - .- —. 1 F 1 I i � I Ntt i I I I I I li I i f I I i I i i i , ' 3 } � i II n �I I s I 1a� I I Co`-Q'1 2 rl'p, 7600 `f 201"Avenue 104 WIaIc i 'rida 3.3016 d LIJ O I— LL O r t- z o Z �w 0 �:D ® �. cc w Z a o m 7; OWNER/CONTRACTOR SHALL SUBMIT ALLDETAILED SHOP DRAWINGS TO THIS OFFICE FOR REVIEW AND APPROVAL. CONTRACTOR SHALL VERIFY ALL NOTES AND DIMENSIONS BEFORE PROCEEDING WITH WORK, OWNER AND CONTRACTOR SHALL NOTIFY ARCHITECT UPON COMMENCEMENT OF THIS JOB. STRUTURAL STEEL NOTES (CONT'D.) I LA a y� �I I ' r=M 24 ®" �1 e q. no. 12' EMO *¢@IC 6 x 5'-Co 0A 12`� T X 411 c" f ?. PROTECTION of MEFA:. 7.1 All field rivets, baits, weld., and atrasio,^„ to !%e sAo, Loa: shall be spot painted Or treated with the materialussE, far th=_ ..a.,p .+ . i.he rlcivaie,,' rclpsrqbl,' J.E ;9_„ :, after removal of all obje:tionable deietericus sateria:s. ... Prisa+l structural steel Nesters, el-Ept mherE .ntF:,'E-, .z bF el:Cawd iG Lo;Cret E, shad hate ou:e shy, :oat C' yl::r' a...", :i exp)se' is the atmesphF-e or elesEnts ir. 1ii- cos�lEte: stractere shall seceiee a second shoe :..a. ftel' pol rt=.d i7 addi^.;Cn to thf .�.. ..a _, .. :,a, gra,; ,tE.-ssla!!, pa,. , or ctt:e �dv shc: �_32 Y`Dce,7 br file englneF E;rfaze LD'.a:t K:t', DGt nL, E. ased .ErE:E asF!- Cca'E-� PS. 7.; Members F 4F,.;15 tint of not ie Ea,, o tlas r CDatin^y- a-F fi .E v:rP:) ,as@ the U, a-.. r 7.1 Xn F.'c f ... n! wFs,Ers d:'F ., rcrrosion-resistant steels Witt e w:t,`m `. wa::.. o COS tieg say be used when suffl ClFot test C- wabl;shin; the sat:afactnrl^ perf„ sa-ce lade e .....:.1ar e,7ssure condltions or usage is submitte' to and approceC :•. the ec.u.eer. H SN6F DRAXiNES $h D� draN no5 OI 47Fg CDIP 1ete La".i❑ rr -__: iC:' she etee! 03ii hF SlttE D ",_ e 1reEr aoa{�...;. #4,10IV T'EmP `'4 (Z It" 15 X V- Ga 2 c O .+s w Za �ce a J chi. a Z 4 rc Q c7 0 a v Ln LA O x m ui � a W F- 3 t t3 cc Q 0 <t rn a w L1 0 T. 3i MICHAEL A, 76o0 W nt (305) 557 1(7,0 0 - -4 OWNER I CONTRACTOR SHALL SUBMIT ALLDETAILED SHOP DRAWINGS TO THIS OFFICE FOR REVIEW AND APPROVAL, CONTRACTOR SHALL VERIFY ALL NOTES AND DIMENSIONS BEFORE PROCEEDING WITH WORK, OWNER AND CONTRACTOR SHALL NOTIFY ARCHITECT UPON COMMENCEMENT OF THIS JOB. \ r t3gF5 33Trr _ .. 8" Q �! CANUr— `., PI _A r I1B11_Ii^,o11 � r N c� II i dol`' r-- � I e►t�ii�C.� �i as , ��' � &y�,� Ail- 4 1205) 557-3400 Q r) �� L.Li O LL- 0 , Z 0 _ O Z O ^� LLI �.J U J O co C) LLJ tz U) Ed O w m O U Is1 W Y O' Y rl Ln N ilf 0 93 902 u Q LA J w us < cr Lu r~ 3r. I � 3 U cr a8 H z 0 W a OWNER) CONTRACTOR SHALL SUBMIT ALL DETAILED SHOP DRAWINGS TO THIS OFFICE FOR REVIEW AND APPROVAL. CONTRACTOR SHALL VERIFY ALL NOTES AND DIMENSIONS BEFORE PROCEEDING WITH WORK. OWNER AND CONTRACTOR SHALL NOTIFY ARCHITECT UPON COMMENCEMENT OF THIS JOB. ......_a____.__ GENERAL NOTES: 1. At Lobby area ductwork shall be vanized sheet met with insulation or Owens-Corning 1" thick, 3 pourer- ct,lbic foot den:-fy fiberglass with vapor barrier fabricated and ir: ei,.cordance wi.th'manufacturer's specifications and according to and "SMACNA standards. All elbows to have turning vanes. Duct dimensions are in inches and correspond to inside i ensions Width X Height. �,.t,. shall comply W/NFPA Std. No. 90A crd"r)- 908. Component shall ce. izi- -.- 181 Tests. Ductwork classificatic,n is Class 1. 2. A/C I--lans are diagrammatic as to location of equipment, ductwork supply and return outlets. Coordinate locations, sizes and roof openings wi!.:� other trades, on the job. A/C Contractor shall verify size and locate the complete duct system with turning vanes, splitters and dampers as required. A/C t ! 11 use the best practices of the trade in the fabrication and insr<.11at . of the system. 3. Register rc: _ ipers shall be sized, selected, located and balanced in order t t ^: will deliver the required CFM to the entire room evenly and draft f,,% to maintain the following performance conditions: IN• >E _OUTSIDE :'T n'rr"r F"'MIDITY Cool rncl - 780 DB 910 DB- 790 'WB U to 60� - Heatir, - 720 DB 450 - DB 4. All motors, compressors, etc. shall be isolated, insulated and/ or!, required to operate quietly so that no objectionable sound U. '!1 -ibitable spaces due to air velocity, motor hum, vibrat1 mc< „1. movement, etc. while delivering the required capacity to main ,yin tl, peratur( .nd humidity. 5. A/C sys,t, shall have di.io:able air filters sized and located as required for e<y ;,ccessibility for removal of dust, dirt, smoke, etc. from the air (for area only). 6. At Lobb% rea A/C system shall be controlled by a thermostat mounted near Thermostat to be 1 stage; ),,ling with fan o LIe, :switch and clear plastic cover, ec__:i to: rioneywell or Econo Lodge approved equal mount thermostat 5'0" abo finished floor, U.O.N. 7• All grilles and diffusers to be aluminum construction.. a) Ceilinc , !users shall have ridden opp rblade dampers. b) Frotirc� ::< control (air I, 'o, ]rrcc, .tc.) as required. c) 1 a o. i t on all gri i, d) !I users equal to el TDC or approved Econo Lodge e) S1,- , supply grilles equal to''' N/A. Retie !,,r grilles equal to", A.G. AL. 450 deflection with fill, base. 8. Undercut doors 1" A.F.F. V 4f5:1' -t I > N r �.. 1,--XT F✓i6' 1 J- I MECH. SITE PLAN }_�='� �i-T"i✓ 3 :°F� ,s�: a �- ;>n;__.; - � �`" �,�,�q - i'. i--I t'TA'�:"`' ��"i`�K .�• t ' 11 I .r .o rikosa A 7600 F(iafe,�h, rtq,li�l 33015 1 - (305) 55713 o0 I F-1 Z a0x.:i OWNER/CONTRACTOR SHALL SUBMIT ALLDETAILEb SHOP DRAWINGS TO THIS OFFICE FOR REVIEW AND APPROVAL. CONTRACTOR SHALL VERIFY ALL NOTES AND DIMENSIONS BEFORE PROCEEDING WITH WORK. OWNER AND CONTRACTOR SHALL NOTIFY ARCHITECT UPON COMMENCEMENT OF THIS jOBl I o0b. awl 777-7-F 17 L FT a : i id . .. =m" I/ 4 LJH NIP, GROUND FLOOR PLAN SCALE: 1/8" = 1'-0" (BUILDING "A") it X\ HL L7 �326qq CFM __ - (Z/ r Acu 2owltc=r- ex P&Q s I a" al2_11 x to RAO W/ cop I all Vol, x 6 Docr 72;1 1 WR4ro m &(= . Alwa 00 It ZQ4 `T T i -a 4R 3 r(w- =3 7: IOX6 loxa =7T4 cw. HVI. HWa w I I'Mill 11, 111.111 I" EXF4NSION JOINT C LITE 5FRIIAKLF_R 121sait QO vtp- o .a I �A ID Ak 11 T` Z__ 1 /p \lif A 11 6W -H t,_4 LZ I -All SIR =SANITARY RISEER eAjl' ` 511"l PLIA+4, -3 so ri � l% � l�� '�J��' :'"-'`t"' U liay K. w z 0 ;A- w cr Ix w OD I LD oz oomi 0 OWNERICONTRACTOR SHALL SUBMIT ALL DETAILED SHOP DRAWINGS TOTHISOFFICE FOR REVIEW AND APPROVAL. CONTRACTOR SHALL VERIFY ALL NOTES AND DIMENSIONS BEFORE PROCEEDING WITH WORPl. OWNER AND CONTRACTOR SHALL NOTIFY ARCHITECT UPON COMMENCEMENT OF THIS JOB. w 6�•�hmhhum SCALE: I/»"=1'-O" (BUILDING "A") , f-- OF ROOF O.H. ABOVE. A B LINE OF ROOFO.H.ABOVE --�------"�' 'IIL47I -,I�t.— _�— �•--•'�Ff:!:1;J.:TS:TIt��ltLd�"—�—_.��Ff�RIt1IISII.Rfifl4ii2kttIfl�'=��--� _ —_ __ __- } Y T � 10v i OVK-7 W, \ — DOME. � 1 IC WATER E.1 \ RISER U a A T4KU B 'X !o HOUSE KEEPING STOR AG E. -- "" LAUNDRY CHUTE. ' --- r--- +--- 7 DICE. � � SODA I I CANDYLf7- _ ACH. LMACH. J MACH LOBBY ROOF BELOW `'`GU �2 i I i I I I I f ,a 1 I, T- • M—A N a W en z n z 40 J CD c� cr z Lu a 4 S ® C) wa Ln eta us O i kA ..A �e ICE =Z v th x 0 y W c 4.a LN 1 OWNERJCONTRACTOR SHALL SUBMIT ALL DETAILED SHOP DRAWINGS TO THIS OFFICE FOR REVIEW AND APPROVAL. CONTRACTOR SHALL VERIFY ALL NOTES AND DIMENSIONS BEFORE PROCEEDING WITH WORK. OWNER AND CONTRACTOR SHALL NOTIFY ARCHITECT UPON COMMENCEMENT OF THIS JOB , ' -RAL 1. ALL PLUMBING WORK SHALL BE PE,`,FOR",IED IN ACCORDANCE WITH THE LATEST EDITION OF THE "S{3!!?H FLORIDA BUILDING CODE", CHAPTER 46, JCE".L U)kOIINANCES i;D IN' Al"H 7FiF "FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSNRL.CTTIOV 2. CONT:RACTOR TO VERIFY AT SITE LOCATION, ELEVATI.0Pu AND SIZE OF ALL EXISTING MAINS, WATER & SEWER FOR CONNECTION OF NEW SERVICES BEFORE INSTALLATION OF ANY PIPING. 3. UNDERGNOIJND i4rIAL PIPING SHALL BE PROTECTED WITH A COAT OF BITU1111ilbuS BEFORE COVERING, "BITUMASTIC" OR EQUAL, PROVIDE SHUT-OFF AND VACUUM BREAKER TO ALL -ROSE BIBBS AND FA,,`LTS WITH HOSE -END CONNECTIONS, _ �;L_L. FIXTURES SHALL BE PROTECTED AGAINST WATER HAMMER WITH AIR Ci!A','BERS OR SHOCK ABSORBERS AS INDICATED ON PLANS. 6. ALL FLOOR DRAINS TO HAVE TRAP PRIMERS TO PROTECT THE SEAL OF THE TRAP. 7, PROVIDE CONTROL VALVES TO: ALL MAINS ENTERING THE BUILDING, RT" BRANCHES, GROUP OF FIXTURES, AND TO EACH PIECE OF L'OhIPINL0. 8. P1,11ABING FIXTURES SHALL BE "AMERICAN STANDARD" OR "ECONO LU SE" APPR .'F_D EQUAL. kiA'�IlR CLOSETS FO BE TANK TYPE. ALL F,(TURE Nr SHALL BE uH �:F PLATED. FIXTURES SHALL BE PROVIDED WIN, )uPPORT',, HAN(,-RS, ETC. 9. WASTE LI!," SLOPE 1/8"/FT, (VOTED. 10. PROVIDE FULLY ACC, V ?3L' CL`_ANOUTS ON SANITARY AND ANY WASTE PIPING, AT EVEkv CHAi'.ai (! )IRFCTION, AND AT BOTTOM OF STACKS. CLEAN-GNT LOC'jION ;'JD SIZES ON HORIZONTAL LINES SHALL BE ACC1U;')1N1G TO CODE. 11. VENT I_1NJ S TU "r-XTEND 6" 1I1J. ABOVE ROOF AND FLASH W/LEAD OR C�,N � I iG I XTSI Nu VENT B. ..PIPING MATER"ALB �.�TI, jLlf,I AND STORM DRAIN: "CAST IR01,1", SERVICE WEIGHT, PIPE & FITTINGS ACCORDING TO STM A-74 HI1F. 2: ), �UOT OR, BOVE GROUND "CAST IRON" PTI1L, ACCORDING TO CI"Pl 'j, /8, A-74, �I �AI'1L _ EFL SHIELD AND CLAN�iP, .n- 'aRENE SEALING SLEEVE. -PiIA?;: THE. a➢-BI°It 0'i1-RA';TR !✓AY Li -CT, IF APPROVE;) BY Ik CIE I )N, OR di AND S-10Ri n> ^,i,N� YVIw'L Cr ;� u I I1ITNGS (SCd1[D(H 4" ;. A FIAL SHALL "'_N' ASS 784, TYPE 1, G AJI 1 COMIPOUND. PIPE SiI,ALL D-1785. RITT:�u_> SHALL COMPLY WITH �� U PF_. SOLVENT CEMENT SHALL CO4'LY WITH A` , ;E;`.. dtT � i 1 -to room) --� l fah � ✓.f Jti � � Y` r4 t 2. DOMESTIC WATER PIPING: UNDERGROUND: GALVANIZED STEEL PIPE,_ SCHEDULE 40 SCREWED (ASTM A120-78) WITH MALLEABLE IRON FITTINGS GALVANIZED TO MATCH PIPE, ANSI B16.3-71, AS -FM A197-47 OR CAST IRON FLANGED I(ANSI B16,1. PIPE SHALL_ BE PROTECTED WITH A COAT OF atIILiINOUS COMPOUND. COPPER TUBING TYPE "K" ASTM B88-75, ACCEPTED ALTERNATE. ABOVE GROUND: GALVANIZED STEEL PIPE, SCHEDULE 40 SCREWE.D (ASTM A120-78 WTTH MALLEABLE IRON FITTINGS GALVANIZED TO fmATCH PIPE, ANSI B16,3--71, ASTM A197-47 OR CAST IRON FLANGED FITTIiGS (ANSI B16.1). COPPER WATEi; GBING, TYPE L,ASTM B88-1'S WITH WROUGHT COPPER FITTINGS, ANSI B16.22-73. NSULaTIONI: ALL HOT WATER PIPE, SUPPLY AN,) RETURN, SHALL BE INSINA LD WITH FIBERGLASS MOLDED INSULATI01 W111d PRE -SIZED FACTORY ki)" Ic` FR_ JACKET OF GLASS CLOTH WITH LONG! 1UDidAl LAP AND BUTT G1N WITH SELF-SEALIiNG ADHESIVE, 11NS!1'ANTON SHALL BL JE.. u� CORPJING" .AS1!SSL-11 OR APPROVED EQUAL, MAXIMUM FLAi,1i SPkLAD 25 RATED BY _',L. LABS, THICKNESS PIPE SIZE 1-1/4"-2" - 1" TH Ia.�! �TiOiN 1" AND UNDgR i" TH INSULATION RUNS OUT TO FIXTURE. - 1/2" INSULATION PIPF HAiid_Er S Aiak) )UPPORTS: PROVIDE ADJUSTABLE HANGERS, INS'IFRIS, BRA'K ie n(LL`, �IAr1P AND SUPPL-MENTARY STEEL AS REQUIRED r R PRCjR SUPIO,RI OF PIPE LINES. DESIGN HANGERS TO ALL`Jw XPiiN 10N �t;ND CONTRACTION OF PIPE LINES AND OF ADEQUAII SIZE TC n i CUVERiDG TO RUN CONTINUOUSLY THROUGH HANGERS. PAC[iuG AND SIZES ,) iCONTAL CARBON STEEL PIPE PIPE SIZE ROD DIAMETER MAXIMUM SPACING UP 10 1-1/4" 3/8" 8' 1-1/2 & 2" 3/8" 10, B.) HG<17II-'AL COPPER PIPING PIPE `11=. ROD DIAMETER MAXIMUM SPACING o r0 11, 3/8" 6' & 1-1/2" 3/8" 6' 1" 3/8„ 8, HOT WATER SYSTEM DIAGRAM JLAj r V v ' 2 I Et r L1J WC 3 4 - z LAV 11a 2 i SI1 2 2 I. z WM 7'-z 4 FD r, 12 vet( f ' 0,2 _ I y�,.124�-�� 67�°'.L/f�r� {Z�fD 1�111��} 3 1';i , Gr PM c- 15 (' cahl % HIP — 115 bx 5e7(1 p t` I I If i �( I CII __. r-1 , GROUND FLOOR PLAN' rt ua d m Ln Ln eu z O a u ua F- a tA w to Q ►- -c W r Ln U p O Q CN Lu m Y x W V m W m K a OND FLOOR PLAN a L jo 0 2 X MICHAEL A. iJ ZZ & Al"? UMA `fTCS Archi'L cots-€-�Iaarcrs 1 7600 West 'CO' Sufte Hialeah. ; ;w, :33016 (30v 3?00 OWNERICONTRACTOR SHALL SUBMIT 3 COPIES OF ALL DETAILED SHOP DRAWINGS TO THIS OFFICE FOR REVIEW AND APPROVAL. CONTRACTOR SHALL VERIFY ALL NOTES AND DIMENSIONS BEFORE PROCEEDING WITH WORK. OWNER AND CONTRACTOR SHALL NOTIFY ARCHITECT UPON COMMENCEMENT OF THIS JOB. Nom. a Served AC Unit No Total « 7 '�P Gap. „ :r ci, at E1F Char. iIUH,-, Tons �LXH Inch. Lus. Volts/�/HZ . All Rooms & ACU # 1 Manager's Office iIM of 11 ler" - l 2003 E1) ��11 -Pac 10.9 9,000 3/k 2lx42xl6 133 208/1/6o Lobby & Offices ACU #2 "Carrier" 50Yx 030 loco 5. r 9. 29,000 2 1/2 4� 1 x E-8 ,/8 x 460 208/1/6a 3 1/2 Notes: 1. With Automatic condensate removal and external. 2. drain kit accessory. Set O/A for vantilation @ 150 CFe7. ji- 1 N.T.S reA O*VVATF-R SYSTEM PIPING ISOMETRIC fA a 0 7n w OWNERICONTRACTOR SHALL SUBMIT 3 COPIES OF ALL DETAILED SHOP DRAWINGS TO THIS OFFICE FOR REVIEW AND APPROVAL. CONTRACTOR SHALL VERIFY ALL NOTES AND DIMENSIONS BEFORE PROCEEDING WITH WORK. OWNER AND CONTRACTOR SHALL NOTIFY ARCHITECT UPON COMMENCEMENT OF THIS JOB. --1 CTRICA I"= 20'- O" i LIU 4Y� 3 1 1 i H:z , COM W v) Z 2 cc QO J J d. LL Q W J Q 2 O d' M n Lo Lo IM W 2 O ' 2 a a 0 LLI H LL M Z W U! > �a V L CD W cm F- H _ N z W L 3 o Q OWNER/CONTRACTOR SHALL SUBMIT ALL DETAILED SHOP DRAWINGS TO THIS OFFICE FOR REVIEW AND APPROVAL. CONTRACTOR SHALL VERIFY ALL NOTES AND DIMENSIONS BEFORE PROCEEDING WITH WORK. OWNER AND CONTRACTOR SHALL NOTIFY ARCHITECT UPON COMMENCEMENT OF THIS 10B. 6 139 13H G_#14 i ELEC. 'A) F' 9 his conduit runs With all t -a� 3. All copper conduc`-' 4, All in a trz ovi of e e back f steal s backfi 5. When length of r bd itr e+xcved 100 _ t la of wire Shall be 6. Empty conduit raceways shall be provided with "FISH" wire for', pulling. 7. All conduit shall be run concealed unless spy:', cell ;�pv Architect/Engineer or as shown on drawings, 8. Coordinate location of lighting fixtures with Architectural PI' 9. For all lighting fixtures specified, furnish and in all access for the proper installation of the fixtures. Also _ 3de all aC, such as piaster frames, end plates, etc. required f y fixtur` 10. Coordinate all ,work of trca pads, undergrouii t ban,, with utility C 11. coordinate all telephone Be vice with local t'fephone company-,, trical work shall be in accordance with the N.E.C. and a- le 1Qcal codes. " te. trical serf with utility c6 14. 'y�� sated .,per local ph ' y specie± 137 C* 2v c# 2 2, Z4 0 i r— 'Ir--ir--r i( � ICE i t SODA i i CANDY � `J LMACH-I I MACH) i MACH.1 DIK---1.q , Dig 116 D#,10, IZ i 17#�li 117 HOUSE KEEPING D # "Z U ; Did lei, ZI 127 ►7 # ?5 21 125 2S,3U 12 4/ D 32J, D#-31,213t 123 DW 41 p#r40 D1 I BOILER ELEC. i H 3e/�, J W 0 F 0 `1 rWn V/ 0 I 0 7 (n � I O M n F� W Z M c Q Z 4,0 � (� J IL LL. Vf ® Z W 0 ad Q a W a J a op N Uj Cr.Uj a U y 'v • I W f Vf W w ui a Q H V W s X C3 3 = U Z Q fZ W I - OD m 1 LD 0z 00z:i CN i El e 0 v �1 1= -lir7,q►a,1Z 1=1315 �I�,1pj PIq,ZI #k2Z Z 247 246 2-45 244 243 242 241 240 4:z or- z I I F -its I I f- f -- ?-> I E -F--.#- I 1 I I r- fi-- 14- 11 T-` -#z' 1-7 11 f- 2� I I �r- -IF 2 -}t� 33 201 202 SCA''LE I/6" = I' - OWNERfCONTRACTOR SHALL SUBMIT ALL DETAILED SHOP DRAWINGS TO THIS OFFICE FOR REVIEW AND APPROVAL. CONTRACTOR SHALL VERIFY ALL NOTES AND DIMENSIONS BEFORE PROCEEDING WITH 'AfORK,. OWNER AND CONTRACTOR SHALL NOTIFY ARCHITECT UPON COMMENCEMENT OF THIS JOB, A B 239 236 f= *--31, 33 F 1# 8 ¢y 237 236 235 - 234 233 232 f# C{„ F 14= 2q Z # 3 b #34 -. 3. 203 204 205 206 207 208 209�# 211 212 3a Ll wI zI 210213 hl e F A --V ,uG 4 F- 1JS c> = - MGM -tf1W�G� 3%Z�G Cam' AcU-� ELEC:TRICAL RISER LDIAC7RAM N T. S L. A i �-11" 4- J-* 1-7 # `' U ,� LOB9y ROOF- BELOW v #31 3E KEI j-44--27, 2 �t 214 216 '# 3 a p �M•I J #2 -- �1 ODA� CANDY . A iiNIACHf{ IMACHt� 220 IV ► CI#(3,15; 41 222 'Q It 4 -*147, 21 ; 4 it -;a J i att---7,q 231 230 '4#r- II J#-1C� 229 i` I Qi ; 4 * 29, 24 226 227 G*2613 226 r 225 IT 224 223 }g }; I a r„ MEN w z 0 w cc OWNER/CONTRACTOR SHALL SUBMIT ALL DETAILED SHOP DRAWINGS TO THIS OFFICE FOR REVIEW AND APPROVAL. CONTRACTOR SHALL VERIFY ALL NOTES AND DIMENSIONS BEFORE PROCEEDING WITH WORK. OWNER AND CONTRACTOR SHALL NOTIFY ARCHITECT UPON COMMENCEMENT OF THIS JOB. 130 ST AGE O A6 i TYPICAL UNIT TYPICAL 1/4i1 ELECTFRICAL PLAN i� IF7i� �UJR f a i : ��: �>_ �.�.IESS is iv a ae r6 q•.;V �, g/4yyry- �Ap ayp@} CiS li fb2.. F3 1 '� ?i,J �. Yhili V08}IYY Z� 7. /al-" ELECTRICAL PLAN (305) K5; 34 I: a op a Ln z w a 0 F OWNER/CONTRACTOR SHALL SUBMIT AlLDETAILED SHOP DRAWINGS TO THIS OFFICE FOR REVIEW AND APPROVAL. CONTRACTOR SHALL VERIFY ALL NOTES AND DIMENSIONS BEFORE PROCEEDING WITH WORK. OWNER AND CONTRACTOR SHALL NOTIFY ARCHITECT UPON COMMENCEMENT OF THIS JOBS 120/208v M 3g,4W PANEL A " -FOUR LUSH MTD CRT. NO, DESCRIPTION C/B TRIP LOAD WIRE & CONDUIT 1 LOBBY LTG. 1P-20 900 412-I"C 2 LOBBY LTG. 1P-20 945 " 3-6 RECEPTACLES 1P-20 2880 " 7 CASH REGISTER 1P-20 600 #12-"C DEDICATED 8 TEL., LAUNDRY ROOM 1P-20 600 #12-�"C 9,10 MANAGER'S OFFICE 1P-20 1600 " 11,13 MANAGER'S A/C 2P-20 2500 " 12,14 ICE MACHINE 2P-20 2000 - 15 SODA MACHINE 1P-20 600 " 16 CANDY MACHINE 1P-20 600 17 CORRIDOR LTG. 1P-20 1300 " 18,20 CANOPY LTG. 1P-20 1600 19,21 P ACU 2 (LOBBY) 2P-50 6000 248,1410 GRD. 3/4' (a) 22,24 ENTRANCE SIGN 1P-20 1500 3#10-�"C 25,27 ROOM 128 A/C 2P-20 2500 #12-'-g"C 26 ROOM 128 LTG, REC. 1P-20 530 " 28-36 SPARE 1P-20 2000 TOTAL 28655 (80 AMPS) (a) ON TIMER 120/208V PANEL 'D" 3f1y1'7 (1ST FLOOR) 200A M.L.O. CRT. NO. DESCRIPTION C/B TRIP LOAD WIRE & CONDUIT 1,3 ROOM 114 A/C 2P-20 2500 3#.12-�"C 2 ROOM 114 LTG. REC. 1P-20 600 412-'" 4,6 ROOM 115 A/C 2P-20 2500 412-'"C 5 ROOM 115 LTG. REC. 1P-20 •600 " 7,9 ROOM 116 A/C 2P-20 2500 " 8 ROOM 116 LTG. REC- 1P-20 600 " 10,12 ROOM 117 A/C 2P-20 2500 " 11 ROOM 117 LTG. REC. 1P-20 600 13,15 ROOM 118 A/C 2P-20 2500 14 ROOM 118 LTG. REC. 1P-20 600 , 16,18 ROOM 119 A/C 2P-20 2500 17 ROOM 119 LTG. REC. 1P-20 600 19,21 ROOM 127 A/C 2P-20 2500 20 ROOM 127 LTG. REC. 1P-20 600 22,24 ROOM 126 A/C 2P-20 2500 23 ROOM 126 LTG. REC. 1P-20 600 25,27 ROOM 125 A/C 2P-20 2500 26 ROOM 125 LTG, REC. 1P-20 600 ' 28,30 ROOM 124 A/C 2P-20 2500` 29 ROOM 124 LTG. REC. 1P-20 600 - 31,33 ROOM 123 A/C 2P-20 2500 32 ROOM 123 LTG. REC. 1P-20 600 34,36 ROOM 122 A/C 2P-20 2500 35 ROOM 122 LTG. REC. 1P-20 600 37,39 ROOM 121 A/C 2P-20 2500 38 ROOM 121 LTG. REC. P-20 600 40,42 ROOM 120 A/C P-20 2500 4 ROOM 120 LTG. REC. g P-20 600 " TOTA, 43400 (121 AMPS) .. 2Q/20;rr PANEL "B" 0,:4W (1ST FLOOR) CRT. NO, D�ESCRIPTI N 1,3 1 CU 2 ROOM 101 LTG./RECEPT, 4,6 ROOM 102 ACU 5 ROOM 102 LTG./RECEPT. " 7,9 ROOM 103 A/C 8 ROOM 103 LTG./RECEPT. 10,12 ROOM 104 A/C 11 ROOM 104 LTG./RECEPT. 13,15 ROOM 105 A/C 14 ROOM 105 LTG./RECEPT. 16,18 ROOM 106 A/C 17 ROOM 106 I,TG./RECEPT, 19,21 ROOM 107 A/C 20 ROOM 107 LTG./RECEPT. 22,24 ROOM 108 A/C 23 ROOM 108 LTG./RECEPT. 25,27 ROOM 109 A/C 26 ROOM 109 LTG,/RECEPT. 28,30 ROOM 110 A/C 29 ROOM 110 LTG./RECEPT. 31,33 ROOM 111 A/C 32 ROOM ill LTG./RECEPT. 34,36 ROOM 112 A/C 35 ROOM 112 LTG,/RECEPT. 37,39 ROOM 113 A/C 38 ROOM 113 LTG./RECEPT. 40,42 ROOM 129 A/C •` 41LRO 0 M 129) G./RECEPT. TOTAL 120/208V PANEL "C" 3,05, 4W (1ST FLOOR) 200A M.L.O. 200A M.L.O. CRT. NO. DESCRIPTION C/B TRIP LOAD WIRE & Cnik n?T c 13 TRIP LOAD WIRE & CONDU 1,3 ROOM 143 ACU 2P-20 2500 3412-� C _.` 2 ROOM 143 LTG. & REC. IP-20 600 #12- 2"C '',4, 6 ROOM 142 A/C 2P-20 2500 #12-'�"C. 5 ROOM 142 Ttg. Rec. 1P-20 600 " 7,9 ROOM 141 A/C 2P-20 2500 ` 8 ROOM 141 Ltg. Rec. 1P-20 600 10,12 ROOM 140 A/C 2P-20 2500 ;'11 ROOM 140 Ltg. Rec. 1P-20 600 ': 13,15 ROOM 139 A1C 2P-20 2500 14 ROOM 139 Ltg. Rec. 1P-20 600 16,18 ROOM 138 A/C 2P-20 2500 17 ROOM 138 Ltg, Rec. 1P-20 600 19,21 ROOM 137 A/C 2P-20 2500 120 ROOM 137 Ltg. Rec. 113-20 600 22,24 ROOM 136 A/C 213-20 2500 23 ROOM 136 Ltg. Rec, 1ID-20 600 `l5,27 ROOM 135 A/C 2P-20 2500 26 ROOM 135 Ltg, Rec. 111-20 600 28,30 ROOM 134 A/C 2P-20 2500 29 ROOM 134 Ltg. Rec. 1P-20 600 $1,33 ROOM 133 A/C 211-20 2500 32 ROOM 133 Ltg. Rec, 1P-20 600 { 34,36 ROOM 132 A/C 2P-20 2500 35 ROOM 132 Ltg, Rec. 1P-20 600 ,37,39 ROOM 131 A/C 2P-20 2500 + 38 ROOM 131 Ltg. Rec. 1P-20 600 40,42 ROOM 130 A/C 2P-20 2500 91 G, ROOM 130 Ltg, Rec. 4"4 600 TOTAja;, 3400 (121 AMPS)' 120/208V PANEL " 30 _ �_W D ( 2N FLC CRT. - 1,3 ROOM 201 A/C 2 ROOM 201 LTG, REC., 4,6 ROOM 202 A/C 5 ROOM 202 LTG, REC. 7,9 ROOM 203 A/C 8 ROOM 203 LTG. REC. 10,12 ROOM 204 A/C 11 - ROOM 204 LTG, REC. 13,15 ROOM 205 A/C 14 ROOM 205 LTG, REC, 16,18 ROOM 206 A/C 17 ROOM 206 LTG. REC, 19,21 ROOM 207 A/C 20 ROOM 207 LTG. REC. 22,24 ROOM 208 A/C 23 ROOM 208 LTG. REC. 25,27 ROOM 209 A/C i26 ROOM 209 LTG. REC. 28,30 ROOM 210 A/C 29 ROOM 210 LTG. REC, 31,33 ROOM 211 A/C 32 ROOM 211 LTG. REC. ",34,36 ROOM 212 A/C 35 ROOM 212 LTG. REC. 37,39 ROOM 213 A/C 38 ROOM 213 LTG. REC. 0-42 SPARE TOTAL 2P-20 2500 3412-z"C 1P--20 600 412-�"C 2P:-20 2500 " 1P.-20 600 " 2P--20 2500 1P--20 600 2P--20 2500 1P--20 600 2P-.20 2500 1P-.20 600 2P--20 2500 1P-20 600 2P-20 2500 1P-20 600 2P-20 2500 1P-20 600 2P-20 2500 1P-20 600 2P-20 2500 1P-20 600 2P-20 2500 1P-20 600 2P-20 2500 1P-20 600 2P-20 2500 1P-20 600 1P-20 1000 41300 (115 m m PANEL "A" PANEL "B" PANEL "C" PANEL "D" PANEL "H" SDACE Mimi TOT TOOT 2P-20 2500 3412-�"C IP-20 600 412-�"C 2P-20 2500 " 1P-20 600 " 2P-20 2500 " 1P-20 600 " 2P-20 2500 " 1P-20 600 " 2P-20 2500 1P-20 600 " 2P-20 2500 " 1P-20 600 " 2P-20 2500 " iP-20 600 " 2P-20 2500 " 1P-20 600 2P-20 2500 1P-20 600 " 2P-20 2500 1P-20 600 2P-20 2500 " 1P-20 600 2P-20 2500 " 1P-20 600 2P-20 2500 1P-20 600 " 2P-20 2500 " 1P-20 600 43400 (121 AMPS) PANEL "MA r-' 800A MAIN C/B r cT TV A! V MMn C/$ TRIP LOAD WIRE& CONDUIT " 3P-100 75 4# 3 - 1a"C 3P-200 121 4# 3/0-2"C 3P 200 121 3P-200 121 3P-200 141 ir 3P 579 XrS 120/208 m 1000A MAIN C/B` 30, 4W "MB" RFACE CRT. NO, DESCRIPTION ___C/B ' 1 PANEL "E" 3P-200 115 2,' PANEL "F" 3P-200 115 3 PANEL "G" 3P-200 121 4 PANEL "J" 3P-200 83 5' PANEL "K" 3P-200 121 ' fir.: 4 SPARE TOTAL; 555 a 3/0-2"C Sulie *, 101 . HiateatT, Ftori a 33016 (305j 557-3400' �l N �C> r•p Kim W M z Z <t 0 ..w,... J sJi a z Lu a ce x a u, a x 0 Ln � 11"M v) e�� w U) a �- _c V n 3 W AM mh F 3 U) x 0 H w w I CKT _'SCRIPTION NO. C/B Trip LOAD WIRE & 01NI,UTT b. 1,3 Parking Light 2P-20 b. 5,7 Parking Light 2P-20 b. 2,4 Parking Light 2P-20 6,8 Sprinkler Pump 2P-30 (2 HP) 9,11 Pool Pump (2HP) 2P-30 a. 10 Pool Light IP-20 C. 12,14 Patio Light 1P-20 13 Housekeeping Light 1P-20 15-17Housekeeping Rec 1P-20 18,20Washers 1P-20 19,21Dryer 2P-30 4Dr 2P-30 2P-30 26 a_.,r. 1P-20 .. 27 Ei ectY' -u 41. (B0iley 28 Pool Toilc__.; 1P-''0 29,3OCorridor Light 1F 0 31,33Dryer 21 JO 32 Washer 1P-;_o 34 Exhaust Fan 1P-20 35 Boiler 1P-20 36-42 Spare 1P-20 a. G ' C;Timer,. TOT C. Ir.ec # 2 1500 2#l0,~i#10 Ground-3/4" Con. 1500 2#8, 1#10 Ground-3/4" Con. 2000 10, 1'10 roars; ,/4" Con. 3000 #1j, _,l{10 Ground-3/4" Con. 3000 =10, 1#10 wound-3/4" Con A 300 di2-1/2" Con. 2600 #10-1/2" Con. 1000 #12-1/2" Con. 2160 #12-1/2" Con. 3000 #12-1/2" Con. 5400 3#10-1,�" Con. 5400 3#10_l' "on. 5400 3#10-1/2" Con. 1500 #12-1/2" Con. 900 #12-1/2" Con, 600 #10-1/2" C :.. 2500 #10-1/ 1500 2#10-1,�,. 600 #12 6o0 m. 1000 �irc:V ,,V , 4W PANEL "F F r- R 29-OA M O. CKT. NO. n] NT ., 1,3 /C 2P-20 2500 3 #12 - C 2 +' 24 AFC- 1P-20 600 412 - C 4,6 xv'i 246 � /r 2P-20 2500 5 )),M 24F L_ir 1P-20 600 " 7,9 ROOM 245 A/C 2P-20 2500 8 M 245 LTG./REC. 1P-20 600 " 10,12 L' 44 A/C 2P-20 2500 " 11 f. -44 LTG./REC. 1P-20 600 " 13,15 ROCM 243 A/C 2P-20 2500 " 14 ROOM 243 LTG_/REC, 1P-20 600 16,18 ROCM 242 A/C 2P-20 2500 " 17 ROCM 242 LTG.1REC, 1P-20 600 " 19,21 ROOM 241 A/C 2P-20 2500 " 20 ROCM 241 LTG./REC. 1P-20 600 " 22,14 ROCM 240 AIC 2P-20 2500 23 ROCM 240 LTG./RFC. 1P-20 600 " 25,27 ROOM 239 A/C 2P-20 2500 " 26 ROCM 239 L1G./REC, 1P-20 600 " 28,30 ROCM 238 A/C 2P-20 2500 29 ROM 238 LTG,/REC. 1P-20 600 " 31,33 ROCM 237 A/C 2P-20 2500 " 32 ROCM 237 L`IG./REC, 1P-20 600 " 34,36 ROOM 236 A/C 2P-20 2500 " 35 ROCM 236 L'IG•/REC, 1P-20 600 37,39 ROOM 235 A/C 2P-20 2500 38 ROOM 235 L`IG./REC. 1P-20 60" 40-42 SPARE 1P-20 100€5+ TOTAL 41300 (115 AMPS) `- 20/208V t� W CKT No )e ;Cription Panel "J" (Second. F1c _s 1,3 Room 214 A/C 2 Room 214 ti,-. Rec. 4,6 om 215 A/C 5 oc , 215 Ltg, Rec. 7,9 1.oc,1,1 �_31 A/C 8 Room :i31 Ltg. Rec. 10,12 Room 230 A/C 11 Room 230 L`.<{. Rec. 13,15 Room 234 A/- 14 Room 234 Lilt Rec. 16,18 Room 233 A/C 17 Room 233 Light Rec. A/C 19,21 Room 232 20 Room 232 Light Rec. 22,24 Ice Ma,..Iin;� A/C 23 Soda Macriine Light Rec. 25 Candy Machine A/C 26 Linen Closet Lgt. Rec. (a)27-30 Corridor Light A/C 31 Corridor Light Lgt. Rec. 32-36 Spare 37-42 Spacer (a.) On Timer TOTAL C/B Trip OWNERICONTRACTOR SHALL SUBMIT ALL DETAILED SHOP DRAWINGS TO THIS OFFICE FOR REVIEW AND APPROVAL. CONTRACTOR SHAD, VERIFY ALL NOTES AND DIMENSIONS BEFORE PROCEED?NG WITH WORK . -- OWNER AND CON114ACTOR SHALL NOTIFY ARCHITECT UPON COMMENCEMENTOF THIS I08 -� „--ra: ... 120/208 V zoo A M. L. U 3 0,4w Load 1P-20 600 #12 - 1 2" Conduit) 2P-20 2500 1P-20 600 2P-20 2500 1P-20 600 2P-20 2500 1P-20 600 2P-20 2500 4 ` 2P-20 600 2P-20 2500 1P-20 600 - 2P-20 2500 A` 1P-20 600 " 2P-20 2000 iP-20 1000 1P-20 1000 1P-20 200 1P-20 3100 #10-1/2" Conduit 1P-20 700 #10-1 2" 0ur►d1471 1P-20 600 LIGHTING FIXTURE SCHEDULE. WORMMMK CATALOG TYPE - -` Mh l.. "_2F4 NUMBER TVC240A _ _MOUNTING SURFACE SL 753 CEILING C"CIA C240 SURFACE D !f' '11A AW340A SURFACE I: IA ESIREL SURFACE s 120/208V PANEL 'G" VUw- CKr. NO. DESCRIPTION g/B TKSP LOAD 1,3 ROOM 216 A/C 2P-20 2500 3 412 - �" C 2 ROOM 216 LT(I.1`REC• 1P-20 600 412 - C 4,6 ROOM 217 A/C 2P-20 2500 " 5 ROCM 217 LTG./REC. 1P-20 600 " 7,9 ROCM 218 A/C 2P-20 2500 " 8 ROOM 218 LTG./REC. 1P-20 600 " 10,12 ROOM 219 A/C 2P-20 2500 " 11 ROCM 219 LTG./REC. 1P-20 600 " 13,15 ROCM 220 A/C 2P-20 2500 " 14 ROCM 220 LTG./REC. 1P-20 600 " 16,18 ROCM 221 A/C 2P-20 2500 " 17 ROOM 221 LTG./REC. 1P-20 600 " 19,21 ROCM 222 A/C 2P-20 2500 20 ROOM 222 LTG./REC. 1P-20 600 " 22,24 ROCM 229 A/C 2P-20 2500 " 23 ROCM 229 LTG./REC. 1P-20 600 " 25,27 ROCM 228 A/C 2P-20 2500 " 26 ROOM 228 LIG,/REC, 1P-20 600 " 28,30 -ROOM 227 A/C 2P-20 2500 " 29 ROCM 227 LTG./REC. 1P-20 600 " 31,33 ROOM 226 A/C 2P-20 2500 " 32 ROCM 226 L7G./REC. 1P-20 600 " 34,36 ROOM 225 A/C 2P-20 2500 " 35 ROOM 225 LTG./REC. 1P-20 600 " 37,39 ROOM 224 A/C 2P-20 2500 " 38 ROOM 224 LTG./REC. 1P-20 600 " 40,42 ROOM 223 A/C 2P-20 2500 41 ROCM 223 LTG./REC. 1P-20 600 TOTAL 43400 (121 AMPS) 2F40T12 FLOOR 1-100W IW CAND g 2F40T12 FLOOR 3F40T12 FLOOR 2AC LAr rClim 200A M.L.O. CHARC WATER P PANEL "K" 200 A M. L.O. (Bldg. "B„) CKT NO. DESCRIPTION C/B Trip 1,3 Room A/C # 144 2P-20 2500 3#12-1/2" Conduit 2 Room # 144 1P-20 60o #12-1/2" Conduit Light/Rec. 4,6 Room # 145 A/C 2P-20 2500 " 5 Room # 145 might Rec. 1P-20 600 " 7,9 Room # 146 2P-20 2500 " 8 Room # i �, L.. :/Rec. 1P-20 600 " 10,12 Room # 147 A/C 2P-20 2500 " 11 Room # 147 Light/Rec. 1P-20 600 13,15 Room # 148 A/C 2P-20 2500 9 14 Room # 148 Light/Rec. 1P-20 600 " 16,18 17 Room Room # 149 #149 .y' L ht/Rec• 2P-20 1p_ZO 2500 600 19,21 Room 150 A,/ 2P-20 2500 " 20 Room 150 -,,It/Rec. 1P-20 600 " 22,24 Room # 248 1/-- 2P-20 2500 " 23 Room # 2� %Rec. 1P-20 600 " 25,27 Room #249 A,'-; 2P-20 2500 26 Room # 249 �`Ont/Rec. 1P-20 600 28,30 Room # 250 ^,'� 2P-20 2500 29 Room # 250 Light/Rec. 1P-20 600 31,33 Room # 251 A/C 2P-20 2500 32 Room #251 Light/Rec. 1P-20 600 34,36 Room # 252 A/C 2P-20 2500 35 Room #252 Light/Rec. 1P-20 600 37,39 Room # 253 A/C 2P-20 2500 " 38 Room # 253 Light/Rec. 1P-20 600 " 40,42 Room # 254 A/C 2P-20 2500 " 41 ------------------------------------------------------------------------------- Room # 254 Light/Rec. 1P-20 600 " TOTAL .............. ,�,400 (121 Amps) 7'rn-1,11 ADDREAst IS: WAR A� a0:JL>�a�*' -.Z. krctr's4ects-i�l:ar7r,or L7600'V�ist 20sh A:'eriue .104 IQrldo 33016 5571.=O L U) 2 O w < NO I V-1 Z X �p, oon A iNERICONTRACTOR SHALL SUBMIT ALL DETAILED SHOP DRAWINGS TO THIS OFFICE FOR REVIEW AND APPROV CONTRACTOR SHALL VERIFY ALL NOTES AND DIMENSIONS BEFORE PROCEEDING WITH WORIC', TIM a 41 '', .",3 " - 0� g2, R" N't tl e.P-10,10MINN "",Mpri I RN W1,6111 I NO, "t !Rel �42 �mv - x. t K R. 44- T 'A, ms rl I t y'. 3 1 k 5 J T S u 1..:. .. 1 y .. ,.. :. # , t ..n.. 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',t..i ' Coil: 4 i'ry i x t" T l4 . mrue�.Rnrww,svv.:.. 5 a Y( LY < u'pY w, A s n t P{I rn. t n eavr Ey '`Jts>L� , W 1 p { T r� Yl 41, �, �.A 1 ,ri h Wi 4 r`' {k Ml ✓`- Y x . r,;Y9 1Yk Pk ti r Er � S 4 n n` Y X r y a ikA l 1 F ) 'Is" LN iif i.• 2 is e € ap I f 1 � R e2 4 -'S r r c i r I� N {s ,�w.. : iiltNi •eaM y^ 1 d, 14 �kF"•~e'`'r;3 . 5 � � •. ani PN� Af vY�T uY q ,, k" P 6 Y � 3 r: sr ;r kF f3 f r in 41 C] 'A"�CA,"' -j I !,IvI Ai n�-�Vg Ag An g I Ip ;mvr p"aw v, 1.%tg g, gg'I"., ig U -Tv II, Iff,I,rm z gi WU III All -WIT" IiIV, log UM I;i,4pi, -Aii 5T QR 51 OF Xt-,M m I, �illd fi-,j 4 11, u LL go SHALL SUBMIT ALL OVAILED SHOP ORAWlIiGS TO THIS CCRU! FOR VVY AMD NVIROVAL ......... 117 -71... SO G poll 1 7 3 4 E I logo yaw, Q, Qh— 1 1 11 W � NINE"', qua -------------------- ft So ij, 0 kk jj QTEW All vv, 'No' 'v4: o, ' 4,4sp i Q, --j" IBM A o" % oxx se" :1116- a 0 a a Ll �' 1 y1m" i"', '',11Vrn 71 �', -�-,ii ... ... 00- it I Thy? 1P, 1 OWNERICONTRACTOR SHALL SUBMIT ALL DETAILED SHOP DRAWINGS TO THIS OFFICE FOR REVIEW AND APPROVAL. ( II CONTRACTOR SHALL VERIFY ALL NOTES AND DIMENSIONS BEFORE PROCEEDING WITH WORK. 2 3' OWNER AND CONTRACTOR SHALL NOTIFY ARCHITECT UPON COMMENCEMENT OF THIS JOB. N II I If U N II I d II I IF n I N II 11 1 II II II N I 11 II 1- II I U q N d II 9 il II 1 d it-io P II -IQ a II'-lo 8P II IO ilF,1� I I� �I-ip 0P I� SIPII Fo A?7 I i, ,I;,�� II la° Ih-Idl l ilk-I�jl g �/.p II fl>-21 al i R --------- - `F'� d - A B 0 U FOR I/4" BLOW - UP OF �•� a O J 0 1 A 7 N-- L q AREA SEE SH. AALL :,x THIS •, 143 142 141 140 139 138 137 136 13S 134 133 132 131 130 129 128 . mm� LOGY N A 0FRONT DESK. C 0 _ _ -- - o o - o o W _ I OFFICE OFFICE m I, p! 0 1 0 L i LAUNDRY CHUTE ABOVE = ) a E _ --- — ---- —�-- # Y CDE iI-SODA 7 CANDY?— ��.I GROUND SCALF 1/8" = I' - O" 1. The Contractor shall verify all dimensions, elevations, angles and existing conditions before proceeding with any work. Architect shall be notified immediately by certified mail of any conflicts or dis(-repancies, if any. 2. The Contracot shall furnish and be solely responsible for all temporary bracing and shoring required to maintain plumbness and stability of all structural elements during construction. 3, The Contractor shall obtain from the heating and ventilating, electrical, - plumbing and other subcontractors the final approved size and location of -'1 openings to be provided for their trade in roofs, floors and walls, Nether shown or not shown on structural drawings. He shall be responsible for location and detail. 4. All sections and details shall be considered typical and apply for the same and similar situations throughout the building, unless otherwise specifically noted, 5. The Contractor sthall furnish, locate and install all accessories for proper anchorage of wood and metal framing, wood blocking, masonry units, and cast in place concrete. He shall be solely responsible for furnishing, 1'ocating and proper number of all fastening devices. 6. All concrete work shall conform to the ACT Building Code 318 and ACI Manual of Standard Practice 315, latest editions, 7. All bar reinforcing shall be full length as shown. If splicing cannot be avoided, the bars shall be lapped 36 dia. Splices shall be staggered and located at points of min. stress. 8. All concrete corners with both sides exposed to view shall be square unless otherwise shown on noted. The edge shall be rubbed producing a smoo'�j--, dense surface without pits or irregularities. 9. Welded wire fabric reinforcing shall be installed according to ACI 318-71 and the Manual of Standard Practice by Wire Reinforcement Institute, Inc. 10. All concrete for footings and slabs on grade shah 'reach 3,000 PSI min comp, strength @ 28 days, and all columns, beams;''slabs above grade and structural slabs shall reach 3000 PSI min, comp. strength @ 28 days unless otherwise noted. 11. After completion all work shall be left clean and free of any plaster, paint smears or splatters and the building is to be broom cleaned. 12. Contractor/Owner shall be solely responsible for verifying required grade and finished floor elevations with respect tOSTLUCE County Flood Criteria, Existing Crown of Road Elevations, Federal Flood Criteria or any other governing body. 13. Telephone Notes: Items to be provided for telephone service: a. 110V AC Duplex receptacles as required. b. Extension of an approved cold water pipe or 46 AWG to cold water pipe as required. C. 41W X 81H X 3/4" painted telephone plywood backboard. d. All conduits to be equipped with pull strings. Should there be other requirements for conduits, sizes or additional backboards, coordinate same with Owner add notify Architect before commencing work. i 0 .. 14. Electrical Notes: a) All electrical work shal-' be in accordance with the N.E.C., and all applicable codes. b) Coordinate electrical se —ice and transformer size (if applicable) with Florida Power & Light Cc, :,iny. 15. All materials shall have a Claiss 'C' min, flame spread. LOBBY AREA CLASS"B". 16. Provide 1-2 ABC rated fire extinguisher ( SEE PLUMBING DRWGS FOR HOSE REEL LOCATIONS 17. ';All toilets shall comply with all handicapped requirements: Lavatories = 291, clearance un6er lavatory,=p34" AFF top of lavatory. W.C. = Top of Seat 201, AFF. Grab Bars = llz" 0 Bar 24' min. long, 1', clear of wall mount @ 33" AFF. 18. All work shall be in strict` ordance with all. National, State and Local Codes, Ordinances and Governinj Bodies. 19. Use written dimensions only, 20. Large scale drawings and details shall take prresidence over small scale. 21. Owner and Contractor shall notify Architect and Enaineer in writing, by certified mail, upon commence nt of this Project. 22. Lighting Notes: open parking Lotes and access thereto shall be provided with a maintained minimum of cale foot candle of light on the parking surface from dusk until 30 min tes after the termination of business each operating dz,y. The area immediately outside oE exit doors shall have security illumination protected by vandal -resistant jlobes and such illumination shall be activated during the dark period of ever day, 23. Finished Floor to be minimum above M.S.L. or above - Crown of Road; whichever is gr. ater. 24. It shall be Owner's obligation and responsibility to obtain Soil Boring Tests Compaction Tests and all requi ed certifications by a Registered Soil Engineer, if required, • nl II u 10'IG> Y I 1 IIill I N� II i NOTE : I �. i USE WRITTE. i W Z AC Z Q O II J tJi n' i vi Z W c�c T w 4 4 J Q E e � Q v M 1 Ln N W I Z O a L • W N to < CEF r W IlEil� a a Lo ¢ 0 0 OWNEMC,CATRACTOR SHALL SUBMIT Ali DETAILED SHOP DRAWINGS TO THIS Offi•.E FOR REVIEW AND APPROVAL. CONTRACTOR SHAII VERIFY ALL NOTES AND DIMENSIONS BU ORE PROCEEDING WITH WORK. OWNER AND CONTRACTOR SHALL NOTIFY ARCHITECT UPON COMMENCEMENT OF THIS JOB, SECOND FLOOR FLAN. BURGL..AFR INTRUSIONNOTES. 1) Locks on exterior doors shad r capable! of resisting a r.. applied in any movable-dfrec.,c ;nd i!- accordance with resistance standards set fo,-th IN APPLICABLE CODE FOR ST. LUCIE COUNTY. 2) All sii e exterior swine r.>t have a keyed lock to be operated from t .r A-erior, with D - :um of t' „ible key changes ot g ,.. corrht- If Key -In I rack i:a ns•_ I.( -,re shall be an auxil 'try 4' Sir, r.c ., bolt with hat , bolt or e 3) Hinges or, kterior out swin< shall ,%✓e screws conceal ,(r - c,n ') door is c <ed. Exposed pin. <:1, be non r(.�,ovable. 4) Gl in for doors shall comply with the American National St<,rdards T, titute I) �5) ern p-! ,xterior doors, other than gla7ir: i,ithin 401, of the ins, loc t ,(i device of locks anci is doors shall compl wit. iional Standards Tnstitu-. r 517.1 or front main` eri !-ill be provided with a e�c j,c i 1, i:,r panels. RONT VIEW --- - U. s `ZDHOP DRAWINGNOTES, All Shot, :,!wings to be thorou,:} 7y cI by the Conkiac+�. ai v „_ tors and beat ,.. t ckers initials bur of c it.g submitted to tk�c ,a u.lt C ac,u `Ens• i veer for approval. I { atsh6-p nnaw rigs to Architect and Engineer for approva rk. 1.ner and/or contractor islrequired to submit to r t.ect ar r �-.-�r all. detailed Shop Drawings in order that they may re"MA saiU Shop Dc�aetii .�: �or cc° rliance. All Shop Drawings, when approved by Architect/Engineer, whichever the case' may be, shall bear the z:ture of the Architect/Engineer wher r:c „bove has been checked, Shop Drawings and Not:,: -.o be .L.or_oughly checked by Contra(,iprjor < c � w t h work. Ib C° or �de written per:, I anc r �. rWa�,� W DETAILS 235 m 234 i Ji a IG� „ FULL SCALE 232 A �n — — --- __ 'If 215 LL 1 230 �ti / 216 217 { 229 22e 227 7 I 226 �W Q Oo LL r D z0 O W o W T U) w Om 0 OW Y 0 !ill=c> ' W" Z l4 0 i ,0. 909 ! Q J Q f.� ® !I CD 1 M Ln Uj 902 }a=. I v i i ~ Cr ` ui R cn < `� I I r s = S w o lwaLe) �hu� 7 trt t�fy III t% j 4 4 2! _ t5 t I kr i t OWNER/CONTRACTOR SHALL SUBMIT ALL DETAILED SHOP DRAWINGS TO THIS OFFICE FOR REVIEW AND APPROVAL. 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CONTRACTOR SHAH VERIFY ALL NOTES AND DIMENSIONS BEFORE PROCEEDING WITH WORK. OWNER AND CONTRACTOR SHALL NOTIFY ARCHITECT UPON COMMENCEMENT OF THIS JO& 120/208V PANEL "C" w a .�._ .,... ., ,. .• "< _ .. .. ,",. -< _- 3W (1S1 FLOOk)---- 200A M - � ..----- - --.-. - - - - - - 3 4W v - p "A' CKT { . " . NO. DESCRIPTION TR1 P CONDUII CKC. CK .•� -_----_..-_. --LOAD -_---WIRE _-& .._. -. NO. DESCRIPTION ^:C1B TRLP LOAD 'WIRE & CONDUIT IPTIGN CZ'B TRIP WIRE & CONDU$• 1,3 ROOM 143 ACU 2P-20 2500 3#12-i"C 1 LOBBY LT 1P 900 2-2"C ROOM 101 ACU 2P--20 2'� # 12-!�"C 2 ROOM 143 LTG, & REC. 1P-20 600 412-2"C - 2 LOBBY LTC k:1P 945 ROOM 101 LTG,/RECEPT. 1P-20 6 �A 412-11"�R 4,6 ROOM 142 A/C 2P-20 25n0 " 3-6 RECEPTACLES 880 $ ROOM 102 ACU 2P-20 25� i2-' 5 ROOM 142 ltg. Rec. 1P-20 600 7 CASH REGISTER 600 #12-%"C IIy-• � ROOM 102 L`IC :<E�'EPT, 1F>-20 !a 7,9 ROOM 141 A/C 2P-20 2500 " 8 TEL., LAUND 1p- 600 412-k"C- 9 ROOM 103 A/C 2P-20 25 8 ROOM 141 Ltg. Rec. IP-20 600 9,10 MANAGER'S OFFICE 1P-20Y•= 4k11600 8 ROOM 103 LTC. /R ECEPT. 1P-20 600 10,12 ROOM 140 A/C 2P-20 2500 11,13 MANAGER'S A/ 2P-20 2500 10,12 ROOM 104 A/C 2P-20 2500 11 ROOM 140 Lt�. Rec. 1P-20 600 " 12,14 ICE MACHINE m ROOM 104 L,TG./RECEPT. IP-20 600 '. 13,15 ROOM 139 A/C 2P-20 2500 " 15 SODA MACHINE, ^ -� �,15 ROOM105 A/C 2P-20 2500,s, 14 ROOM 139 Ltg, Rec. 1P-20 600 " 16 CANDY MACHINE 14 ROOM 105 LTG./RECEPT. 1P-20 600 e Y; 16,18 ROOM 138 A/C 2P-20 2500 17 CORRIDOR LTG, r1P : 8 16,18 )O ROOM 106 A C / f 2 �-20 2500 1.7 ROOM 138 Lt,g. Rec. 1P-20 600 18, 20 CANOPY LTG, :' 17 ROOM 106 LPG./RECEPT. 1f 20 600 19,21 ROOM 137 A/C 2P-20 2500 " 19,21 ACU 2 (LOBBY) #8,1410 GRD. 3j4" ," 19,21 ROOM 107 A/C 2P-20 2500 20 ROOM 137 Ltg. Rec. 1P-20 600 " (3) 22,24 ENTFiCESIt(iN Le i0- "C w ROOM 107 LTG./RECEPT. 1P-20 6-00 ' 22,24 ROOM 136 A/C 2P-20 2500 25,27 24 ROOM 108 A/C 2P-20 2500 , 23 ROOM 136 Ltg. Rec. 1P-20 600 " 26 ROOM 12$" ROOM 108 LTG./RECEPT. 1P-20 600 25,27 ROOM 135 A/C 2P-20 2500 " 2 3 :A iEr�dL LfL�+. 25,27 ROOM 109 A/C 2P-20 2 " 26 ROOM .135 Ltg. Rec. 1P-20 600 606"-, 28,30 ROOM 134 A/C 2P--20 2500 {,( 26 ROOM 109 LTG./RECEPT. IP-20 0 ROOM 110 A/C 21D-20 2500 5 29 ROOM 133 i R Rec. P- " 1 20 (a) ON TIMER ,-alri? ROOM 110 LTG./RECEPT, 1P-20 600 31,33 ROOM 133 h 500 " 2P-20 2500 31,33 ROOM 111/C 21D-20 2500 32 ROOM 133 _. Rec. 18-20 600 " 32 ROOM 111 i$TG./RECEPT. 11?-20 34,36 ROOM 132 A/ ;' 2P-20 2500 ,36 ROOM 112 A/C 21P-20 250 35 ROOM 132 Ltg. Rec. 1P-20 600 " ROOM 112 LTG./RECEPT. 1ID-20 60Q,:' 37,39 ROOM 131 ABC 2P-20 2500 37,39 ROOM 113 A/C 2P-20 25 38 ROOM 131 Ltg. Rec. 1P--20 600 r, 3S ROOM 113 LTG./RECEPT. IIP-20 600 - 40,42 ROOM 130 A/C 2P-20 2500 " 40,42 Roots 129 A/C 21P-20 2500 41 ROOM 130 Ltg. Rec. 1P--20 600 " 41 R 129 /RECEPT. 1P 20 6-00 TOTAL 43400 (121 AMPS) Tk1Riv , . W 43QQ. 1121 . I20/208V 3d 1w CKT. NO,__ DESCRIPTION 1,3 ROOM 114 A/C 2 ROOM 114 LTG. REC 4,6 ROOM 115 A/C 5 ROOM 115 LTG. REC, 7,9 ROOM 116 A/C 8 ROOM 116 LT'_ 10,12 ROOM 117 A/C 11 ROOM 117 L 13,15 ROOM 118 A/C 14 ROOM 118 LTG. REC-4 16,18 ROOM 119 A/C 17 ROOM 119 LTG, . 19,21 R(" 127 A/C 20 R(r " 7 LTG. R 22, 24 ROo,`i A/C 23 ROOM 6 LTG. REC''' 25,27 ROOM 125 A/C 26 ROOM 125 LTG. RE 28,30 ROOM 124 A/C 29 ROOM 124 LTG. 31,33 ROOM 123 A/C 32 ROOM 123 LTG. REC' 34,36 ROOM 122 A/C 35 ROOM 122 I 37,39 ROOM 121 38 ROOM 121. _ E` 40,42 ROOM 12 41,;; RQ& 120 PANEL "D" _ 1 PANEI L " "' I 1ST_FLOOR (?ND FLOORj_t -_ OOA M.L.O, - C CAB TRIP LOAD CONDUIT NO. DESCRIPTION C B TRIP LOAD h _WIRE _& 'P-7 2500 3#12- " 1,3 Roots 201 A/C 2IP 20 2500 -2C 600 2- 2 ROOM 201 LTG, REC, 1P-20 600 2500 ;J2- 4,6 ROOM 202 A/C 21P-20 2500 F{ 600 €s 5 ROOM 202 LTG, REC. 1P-20 600 .g .'2500 1,9 ROOM 203 A/C 2P-20 2500 'I-601 8 ROOM 203 LTG. REC. 1P-20 600 " 2P 20. "2500 10,12 ROOM 204 A/C 21P-20 2500 1P' l: 600 11 R(, "'",1 201 f:TG. REC. 1P-20 600 2P 2500 13,15 R 2 `' /C 2P-20 2500 a' 1 4 ' ` 600 14 R( I_I'G, REC. 1P-20 600�` 2P' 2�500 16,18 ROOM 206 A/C 213-20 2500 1P-20e 600 , �- 17 ROOM 206 L`I'G. REC. 1P-20 600 .+ 19,21 ROOM � 20, A/C 21?-20 2500 20 ROOM 207 LTG. REC. 1P-20 600 T 2P� 22,24 ROOM 208 A/C 2P-20 2500 23 ROOM 208 LTG. REC. 1P-20 600 - 2 2500 '„ 25,27 ROOM 209 A/C 2P-20 2500 1P-2 600 26 ROOM 209 LTG, REC. 1P-20 600 . 2P 2q" 25 ,_ 28,30 ROOM 210 A/C 2P-20 2500 1P-2t' a 6 29 ROOM 210 LTG. REC. 1P-20 600 2P-2(7` 2500 31,33 ROOM 211 A/C 21P-20 2500 1P-201 600 32 ROOM 211 LTG. REC. 1P-20 600 ' 2P-21� 2500 34,36 ROOM 212 A/C 2P-20 2500 s ,l 1 P - 2 0,. 6�t -• 35 ROOM 212 LTG, REC. 11? 0 6 , 2P-2 25 37,39 ROOM 213 A/C 2 2 IP-20" 600 4; 38 ROOM 213 LTG. REC 1 {I " 40-42 SAAB 1 1000 " t AL - 41300 (115 Ma"I"' 1n2;20RV PANEL "MA" 800A MAIN C/B SURFACE MTD VG. )RF('RJPTION c/B�IRIP LOAD WIRE & CONDUIT 1 "A" 3P-1.00 75 4# 3 - 1r4 C 2 "B" 3P-200 121 44 3/0-2'C. 3 "C" 3P 200 121 4 PANEL "D" 3P-200 121 " 5 PANEL "H" 3P-200 141 " 6 SDACE 3P Lrc TOTAL 579 ASPS v 1000A MAIN C/B PANEL "MB" SURFACE MTD DESCRIPTION _ C/6_TRIP LOAD 'WIRE & CONDLIi j W 00 Z D It 0 0 rw V/ 0 I 0 rr.t� y W F� Q O H Q 0 N Q CD • Q RLS CT i CD I PANEL "E" 3P--00 115 4# 3/0-2"C C 2 PANEL. ^F" 3P-200 115 !� r 3 PANEL "G" 3P-200 121 Fr 4 PANEL "J" 3P-200 83 5 PANEL "K" 3P-200 121 Q 6 SPARE TOTAL 575 It 120/208 V PANEL "H" 200 A M. L. 0 3 4W Surface M.T.D. CKT DESCRIPTION C/B Trip LOAD WIRE & CONDUIT N0. b. 1,3 Parking Light 2P-20 1500 2#10,1#10 Ground-3/4" Con. b. 5,7 Parking Light 2P-20 1500 2#8, 1#10 Ground-3/4" Con. o. 2,4 Parking Light 2P-20 2000 2#10, 1#10 Ground-3/4" Con. 6,8 Sprinkler Pump 2P-30 3000 2#10, 1#10 (2 HP) Ground-3/4" Con. 9,11 Pool Pump (2HP) 2P-30 3000 2#10, 1#10 Ground-3/4" Con. a. li Pool Light 1P-20 300 #12-1/2" Con. c. 1?-,14 Patio Light 1P-20 2600 #10-1/2" Con. 13 Housekeeping Light 1P-20 1000 #12-1/2" Con. -I.7Housekeeping Rec 1P-20 2160 #1.2-1/2" Con. •.Jsiashers 1P-20 3000 #12-1/2" Con. 'lDryer 2P-30 5400 3#10-1/2" Con. .,'4Dryer 2P-30 5400 3#10-1/2" Con. ,25l) yer 2P-30 5400 3#10-1/2" Con. Washer 1P-20 1500 #12-1/2" Con. _. Electrical (Boiler Room) 1P-20 goo #12-1/2" Con. 28 Pool Toilets 1P-20 600 #10-1/2" Con. 29,3OCorridor Light 1P-20 2500 #10-1/2" Con. 31,33Dryer 2P-30 5400 3#8-3/4" Con. 32 Washer 1P-20 1500 2#10-1/2"Con. Exhaust Fan iP-20 600 #12 -1/2"Con. Boiler 1P-20 600 >6,38 "o,"161-/o /g-IJ 2P-40 12,000 24& - I" con. 37,39 IP-2© I,I00 012 - 1/7-"�,-I. TprnL l04,01oO (178 &MPS) Q. , FZ G/r, b. J IMEf2 G. TIMf~R Z L� PANEL "F" (2W FLOOR) _ 200A M.L.O. CKT. NO. DESCRIPTION Vt TRIP_ LOAD WIRE & CONDUIT 1,3 ROOM 247 A/C 2P-20 -�- 2500 3 #12 - 2" C 2 ROOM 247 L7G./IREC. IP-20 600 #12 - g" C 4,6 ROCIM 246 A/C 2P-20 2500 " 5 ROOM 246 L'IG./REC'. 1P-20 600 " 7,9 ROOM 245 A/C 2P-20 2500 " 8 ROCM 245 LTG./REC. IP-20 600 " 10,12 R" 244 A/C 2P-20 2500 " 11 ROCM 244 LTG./REC. 1P-20 600 ^ 13,15 ROCM 243 A/C 2P-20 2500 " 14 ROOM 243 LTG./REC. 1P-20 600 " 16,18 ROOM 242 A/C: 2P-20 2500 " 17 ROCM 242 L'IG./REC, 1P-20 600 " 19,21 ROOM 241 A/C 2P-20 2500 " 20 ROOM 241 LTG./REC. 1P-20 600 " 22,14 ROCM 240 AJC 2P-20 2500 " 23 ROCM 240 LTG./REC. 1P-20 600 25,27 ROOM 239 A/C 2P-20 2500 " 26 RO(M 239 L'IG./REC. 1P-20 600 " 28,30 ROCM 238 A/C 2P-20 2500 " 29 ROOM 238 LTG./REC. IP-20 600 " 31,33 ROOM 237 A/C 2P-20 2500 " 32 ROCM 237 LTr./REC, 1P-20 606 34,36 ROCM 236 A/C 2P-20 2500 " 35 ROOM 236 LTG./Ur,. 1P-20 600 37,39 ROOM 235 A/C 2P-20 2500 " 38 ROCM 235 L'1G./REC. 1P-20 600 " 40-42 SPARE IP-20 1000 " T(71'AL 41300 (115 12V208V 3 Id 4 W _ Panel "J" (Second F1 OKT :�e,: ri pti on No 1,3 Room 214 A/C 2 Room 214 Ltg. Rec. 4,6 Room 215 A/C 5 Room 215 Ltg. Rec. 7,9 Room 231 A/C 8 Room 231 Ltg, Rec. 10,12 Room 230 A/C 11 Room 230 Ltg. Rec. 13,15 Room 234 A/C 14 Room 234 Light Rec. 16,18 Room 233 A/C 17 Room 233 Light Rec. A/C 19,21 Room 232 20 Room 232 Light Rec. 22,24 Ice Machine A/C 23 Soda Machine Light Rec. 25 Candy Machine A/C 26 Linen Closet Lgt. Rec. (a)27 30 Corridor Light A/C 31 Corridor Light Lgt. Rec 32-36 Spare 37-42 Space 200 A M. L. 0. C/B Trip Load Wire 4 Conduit 2P-20 2500 )#-L4 i/t" Conduit 1P-20 600 #12 - 1/2" Conduit 2P-20 2500 " 1P-20 600 " 2P-20 2500 1P-20 600 " 2P-20 2500 1P-20 600 " 2P-20 2500 " 2P-20 600 " 2P-20 2500 " 1P-20 600 " 2P-20 2500 " 1P-20 600 " 2P-20 2000 " 1P-20 1000 " 1P-20 1000 " 1P-20 200 " 1P-20 3100 #10-1/2" Conduit 1P-20 700 #10-1/2" Conduit 1P-20 600 (a.) On Timer TOTAL JO,300 (84 Amps) LIGHTING TYPE_ FIXTURE MANUFACTURER, SCHEDULE CATALOG NUMBER MOUNTING LAMPS REMARKS_ P. _ LITHONIA _ VC240A SURFACE 2F40T12 FLOOR B MA.RKSTONE 753 CEILING 1-100W 1W CAND C LITHONIA C240 SURFACE 2F401'12 FLOOR D LITHONIA AW340A SURFACE 3F40T12 FLOOR F LITHONIA ESIREL SURFACE 2AC LAMPS EXIT LIGHT 2DC LAMPS W/BATTERY CHARGER WATER PROOF 120/206V PANEL "G" 200A M.L.O. CKT. NO. DESCRIPTION __ C/B TRIP LOAD _ WIRE & CYNDUIT 1,3 ROCM 216 A/C 2P-20 2500 3 412 - C 2 ROCM 216 ITI./TREC. 1P-20 600 412 - n" C 4,6 ROOM 217 A/C 2P-20 2500 " 5 ROOM 217 LTG./REC, 1P-20 600 7,9 ROM 218 A/C 2P-20 2500 " 8 ROOM 218 mu./REc 1P-20 600 " 10,12 ROOM 219 A/C 2P-20 2500 " 11 ROCM 219 L'IG./REC, IP-20 600 " 13,15 ROM 220 A/C 2P-20 2500 14 ROCM 220 LTG./REC., 1P-20 600 " 16,18 ROCM 221 A/C 2P-20 2500 " 17 ROOM 221 L`IG_/RE'C, 1P-20 600 " 19,21 ROOM 222 A/C 2P-20 2500 " 20 ROCM 222 IJIG./1REC. 1P-20 600 " 22,24 ROCM 229 A/C 2P-20 2500 " 23 ROCM 229 L'IG.AEC. 1P-20 600 " 25,27 ROCM 228 PVC 2P-20 2500 " 26 ROCM 228 L'IC,./REC:. IP-20 600 " 28,30 iROCM 227 A/C 2P-20 2500 " 29 ROCM 227 VIG./REC_ 1P-20 600 " 31,33 ROOM 226 A/C 2P-20 2500 " 32 ROM 226 LTG. AEC. IP-20 600 " 34,36 ROCM 225 A/C 2P-20 2500 " 35 ROCM 225 LTr./REL. 1P-20 600 " 37,39 ROOM 224 A/C 2P-20 2500 " 38 ROOM 224 LTG./REX;. 1P-20 60Q " 40,42 ROOM 223 A/C 2P-20 2500 " 41 ROM 223 LTG./7RX. 1P-20 600 " T"rAL 43400 (121 AMPS) OWNERICONTRACTOR SHALL SUBMIT ALI DETAILED SHOP DRAWINGS TO THIS OFFJCE FOR REVIEW AND APPROVAL CONTRACTOR SHALL VERIFY ALL NOTES AND DIMENSIONS BEFORE PROCEEDING WITH WORK. KOWNER AND CONTRACTOR SHALL NOTIFY ARCHITECT UPON COMMENCEMENT OF THIS JOB. 120/208 V PANEL "K" 200 A M. L.O. 3 0,4W (Bldg. „B„) CKT DESCRIPTION C/B Trip LOA-) WIRI- a CG.�.iUIT NO. 1,3 Room # 144 2P-20 2500 3#12-1/2" Conduit 2 Room # 144 1P-20 600 #12-1/2" Conduit Light/Rec. 4,6 Room # 145 A/C 2P-20 2500 5 Room # 145 Light Rec. 1P-20 600 " 7,9 Room # 146 A/C 2P-20 2500 " 8 Room # 146 Light/Rec. 1P-20 600 " 10,12- Room # 147 A/C 2P-20 2500 „ 11 Room # 147 Light/Rec. 1P-20 600 13,15 Room # 148 A/C 2P-20 2500 y 14 Room # 148 Light/Rec. iP-20 600 " 16,18 Room # 149 A/C 2P-20 2500 " 17 Room #149 Light/Rec. 1P-20 600 " 19,21 Room 150 A/C 2P-20 2500 " 20 Room 150 Light/Rec. ip-20 600 " 22,24 Room # 248 A/C 2P-20 2500 " 23 Room # 248 Light/Rec. 1P-20 600 " 25,27 Room #249 A/C 2P-20 2500 " 26 Room # 249 Light/Rec. 1P-20 600 " 28,30 Room # 250 A/C 2P-20 2500 " 29 Room # 250 Light/Rec. Ip-20 600 " 31,33 Room # 251 A/C 2P-20 2joo " 32 Room #251 Light/Rec. 1P-20 600 " 34,36 Room # 252 A/C 2P-20 2-00 " 35 Room #252 Light/Rec. 1P-20 600 37,39 Room # 253 A/C 2P-20 2500 " 38 Room # 253 Light/Ree. 1p-20 600 " 40,42 Room # 254 A/C 2P-20 2500 " 41 -------------------------------- Room # 254 Light/Rec. 1P-20 600 " TOTAL.............. 43,400 (121 Amps) OUR NEIVADDREI"�', �•I ANICHAEh A: , Ar 7600 4 a` w 0 I Z D ft 0 0 (w� V/ n0 L.L. 0 nr I.L N W 11oo- Q 92 co Cr on N N Cr. 92 N • Q am Cr. Z C2 m � M W ''^ Z C Z Q 0 J u-. CL N Z W In cc 6 J in x M