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HomeMy WebLinkAbout54066 STORAGE BUILDING 3150 WILL FEE RDBUILDING PLAN CHECK ST. LUCIE COUNTY -FORT PIERCE FIRE PREVENTION BUREAU FORT PIERCE, FLORIDA TELEPHONE 465-6655 JURISDICTION: St. Lucie County PROJECT NAME: ST. LUCIE COUNTY MOSQUITO CONTRACTOR: R. K. Davis ARCHITECT: Riegler and Orr OWNER: St. Lucie County LOCATION: 3150 Will Fee Rd. BUILDING SIZE: 800 sq. ft. OCCUPANCY TYPE: 'Storage CONSTRUCTION TYPE: SBCCI. IV NFPA. FIRE PROTECTION: Automatic Sprinkler Yes Occupancy Hazard N.F.P.A. #13 Requirements: . 1. Provide a 4A-40BC rated fire extinguisher. M PLAN NUMBER #6091 BUILDING DEPT. NO90-2935 PHONE NUMBER 461-8335 PHONE NUMBER 464-8237 DATE RECEIVED 11-27-90 11-27-90 NUMBER OF STORIES BUILDING HEIGHT I 1 AI Q CONTRACTORS RESPONSIBILITY TO NOTIFY BUREAU ON ALL INSPECTIONS 24 HOUR NOTICE REQUIRED ON ALL INSPECTIONS REVIEWED BY: ' �._.✓- �`:.�.._ DATE Sheet No. t of/ CHECK LIST PR/ 90-2935 Project Name: ST. LUCIE COUNTY - MOSQUITO CONTROL - STORAGE BUILDING Architect: RIEGLER ORR ASSOCIATES, PA Ph: 464-8237 Contractor: RICHARD K. DAVIS CONSTRUCTION Ph: 461-8335 Owner: ST. LUCIE CNTY. MOSQUITO CONTROL Ph: 468-1692 (FRANK EVANS) Address: 3150 WILL FEE ROAD FT. PIERCE, FL 34982 Occupancy Classification: Q Type of Construction: Height and Area: 2® Occupancy Requirements per Chapter IV: Construction Requirements: A. Fire Protection: B. Egress Requirements: /P Other Requirements: Elevators Sprinklers b Standpipes �p Combustible Materials - Interior Roof Coverings F� Light - Ventilation - �tatzoa�► Plans sent to ]Fire Dept. - Date: Approved: Approved: Plot Plan Check Water Seer Energy Code Paving S Drainage approval by Engineering Dept. Special Conditions prior to issuance Threshold Affidavit/Before Issuance Affidavit __ - ,,.�.a.nn.�,...u>:•a..u+.usesN:wabaa4luUa:.::i27ixs":f2`..D.:�:i:iil:Y:iS• i`i:�2f2+_ `:i•: v:•:.c<`'4 <`ii •.�' ei�-.;,t=•.;c:�..:;.:.i;�'`i2�2t`i7i. ST. LUCIE COUNTY P.PI,IeATION FOR VEGETATION 'A-EMQVAI. PERMIT NO.; PR #. 3 (Offi�Usn ( fice Use Only) REF. NO: (Of i INSTRUCTIONS: Please provide the following information in the space provided. Please be sure to Print or Type all required information. For --assistance in completing this application, -please contact the St. Lucie County Department Of Community Development - Planning Division, at (407.). 4.6.8-1576, during regular office hours (8:00 AM --5:00 PM), Monday through Friday. All applications for Vegetation Removal Permit 'must •be•submitted• by,. 4:30- P.M. each business. -day in the Zoning Di Administrativision, Room 201, 5t: Lucie Buil•di:'County on ng•; 2300,:Virginia.-Avenue, Fort- Pierce,.•FL 349$2. Please use your -.peXmit• reference number (PR #) when making any 'inquiries or pinking u� ,your..'permit When your permit-is•read for • called- Please'leave'•a phone number"where you can be reachedpbetweeni18:.00 5:00, Monday through Friday'. VEGETATION SURVEX.REQUIREMENTS: A. If single family or duplex development, survey may be in the -,form- of hand drawn sketches accompanied by photographs. Three (3). copies ---of all surveys and photographs are required. - B. If multifamily or non-residential, survey must be .in the form of an aerial for field survey, accompanied by photographs. Three.(3) copies of all surveys and photographs are required. All surveys must show clearly the following Information:! 1- Location and extent of vegetation on site; 2- Common or scientific.names of major.groups of vegetation; 3- Vegetation designated for removal and/or grubbing +numbers or percentages); 4- Vegetation to remain -undisturbed; 5- Existing and proposed st-ructures; 6- Driveway location PLEASE NOTE: scale or in . Site -development plans must have survey prepared to the- same .a manner whdch"'illustrates the relationships between areas of vegetation and proposed site improvements. 7.7 1, T !. .{ i1 _ 'ta'.y {-sx !i lz u 1 1 � 54'` f 5, l - "'S• 2..` y'� .:. "rf � '4'a � fie'-t+-;4 wnrf^ ry s � t. _ fiECEIVED PLEASE E. PRINT . • DO :• NOT.'.COMPLEt�E SHADED AREAS . : IyA� � t' 1't' :� i I ju CD(J1r'TY -DEV, l_OPHEfr'i COORDINATOR PROJECT INFORMATION PROJECT ADDRESS: SITE PLAN/PROJECT. NAME:" Gct�rJG�� ST - ' ' �C�SCZk►�o C�cu}eZui �t5i, SUBDIVISION: ;.... __ LOT: BLK: / 72 8 1ps MINE S ...PROPERTY TAX _ID CU C9 'PARCELSIZE (ACRES 'OR' SQ. FT,) • -!' LEGAL DESCRIPTION: OWNER NAME: t.t T tZ o, t r r1a6Z8 ADDRESS : 3) �O Lll I _ fZo A CITY: C-77 . _ T , tr' GL�Lt STATE: EL, ZIP: ,/34� r3`Z I PHONE: Co Co T7- rz 94 k4 CHECK APPROPRIATE BOX: SINGLE—FAMILY/DUPLEX ( y NON—RESIDENTIAL ( ) MULTI —FAMILY PUBLIC (� 3;4..' .u.� � / • OZ ' '•:Y•:7.(..�..�xFS.'�`.y��.{.-"gJri.`..�n. 1130 to ` V C� h.Y =«*�rt•,x ,S,v tdlan�f'"`Tt "�.`�,,�{ 9 "E.. yf�T.-`c +y1-,�.•r---•-i.. ,atu. .i.{u ,.vr�.+2sh1• PERMIT INFOf2MATION'• DESCRIPTION OF VEGETATION REMOVAL ACTIVITY (LAND CLEARING AND/OR TREE REMOVAL) : o V r . DATE WORK EXPECTED TO BEGINS ci,v p) U -fir DATE WORK EXPECTED TO BE COMPLETED: ID #:0.000 APPLICANTS NAME,-,, ' AV 1 . C b c�I ADDRESS:. CITY: T-- G STATE : j� L ZIP: _ 349 9-el PHONE #: ( )_ ��%, 533 15 s+�►� fi��F-c Al5 - PLEABE'HAVE THE FOLLOWING'ACKWNO!�LEDGEMENTS NOTARIZED I CERTIFY THAT:. (PLEASE'.0 IECK.9BOX A OR:. B) A• ( ) I AM THE RECORD OWNER OF.THE ABOVE DESCRIBED . I ,PROPERTY. $ , I AM NOT' TH� RECORD -.OWNER .OF TfiE ABOVE• •DES.CRIBED *PROPER'TY AND I ' HAVE �AUTHORITy- TO - 'ACT AS' AGENT.. FOR THE RECORD OWNER. I CERTIFY -THAT ALL INFORMA ION SUBMITTED WITH THIS APPLI COMPLETE TO HE BEST OF MY KNOWLEDGE. CATION IS TRUE AND SIGNATURE / DATE: �> 4 All, STATE OF FLORIDA, COUNT "1 Y F ST. LUCIE Before me, the under igned authority, personally appeared, (PLEASE PRINT APPLICANTS-AME) who upon being duly sworn, deposes and says that the informationS and correct. contained in the foregoing application is true Sworn to and subscribed b fore me this day of ' 19 Notary Public, ...•State of 'Florida'nt.: IMy commission expires Large APPROVED , - () CONDITIONS: ENVIRONMENTAL PLANNE . SITE INSPECTION: FINAL INSPECTION: FOR OFFICE USE ONLY DISAPPROVED ( ) �vi � • •' �' DATE: DATE: DATE: 44, G f FOR OFFICE USE ONLY PR# / L/. `2 / S' SPECIAL APPROVALS REQUIRED, DATE RECEIVED NOT REQUIRED VEGETATION ✓ �� ENVIRONMENTAL PLANNING/SITE PLAN CODE ENFORCEMENT f USA TAZ WATER SUPPLIER SEWER SUPPLIER DER CERTIFICATION FL DNR (CCCL)-- _- FL DOT SLC DRIVEWAY PER SLC STORMWATER PER MANGROVE ALT SEA TURTLE PROT - 7 RREQUIRED FEES * BP VALUE PLANS EXAMINING FEE $ -AL?*_ RADON FEE: ROAD IMPACT FEE $ ROAD IMPACT DISTRICT ROAD IMPACT ZONE ROAD IMPACT CREDIT: YES: NO: SCHOOL IMPACT FEE $• -0 DATE PAID: SCHOOL IMPACT CREDIT:' YES: NO: SCHOOL BOARD APPROVED EXEMPTION: YES: ALTERNATIVE DEV. FEE S .Ai1-A— DATE PAID: ALT. DEV. FEE ZONE: GAS AIR CONDITIONING ELECTRIC PLUMBING SCREEN ENCL/FENCE BBL SUB PERMITS REQUIRED CHK# NO: CHK# NOT woo- o-- RED ZONING CHECKS ✓ LOT COVERAGE EASEMENT VIA- SPLITS 11 T 11FOR�JA--JC14 T3 E S Ua JDCT', T,O CHA*4*3E,:&:N0r- IARRAINTE C -10 Z--ljp 'Ell --I FORMATIOM A t.4-4 K LA S L .04 .1 _T� T S , PROPERT':` p P.) !`4-m -7'- ��--5 E S'S 1 E F i T ..)T, U C I E-: 'Cl-UHT"," L 1R.E4 .EQUEST --4 I H t- --` i fl,�'TrP IN (2 8 1-1, U I. T 0, E G C F I P T 10 �- I OWHER, "A" NE TO, SECTI'DIN, T 7, 'S' 3 7 5--, FUN 0 'AL OM K,,0Mh10H TO 71 ". 3 P7 C-) 3 9 FT I 11-1 --50 '-3 tW -'. A L G L D .1 V I D.11 I- I E,, "B"l), 1.1 11 -�F R D e T H i 'C'30 D E G M 1 =DWARriS -5,.,14 FT,T11i 0 D D 0 4 il I N 2, Q 'D E E R tl FEE-, W 1:� L D 0 0- FT.: -,OR r-,*np -D F Is F I PEE .I CONT 'D 0 DE(i 1-1-4 Mllt- III � SEC, tl -71 H 14 TrI3 r� --1. P - -E .1 -T; T; -1 DEG' C 4 j :3 1 SEC. .20 R D 2.0 , 0 FT,�- lr77 T,� 7 011 :3 PROF? L 1*, ID F 3 E 20,0 D E-STRk! �-�EPVJ'ICE ,,T!:i, N 301 D E �i 54" Nr.!,l 1-3 il7i ..'.=EC k-, 7�100 .'FT Q 7.1 E' ATED BELT HAW3✓ r-&: MC i TH I S IiN Fei",Q rl 0 T 11:1, N 'IS lEVED 'CION P P 1- Si'K -rF7UPT1-12P li-IFORMATT011 :4wi I'LABLE, r SCH60L 130AHD OF .577LVC%E COVNTY 0 _a 000Z- coo ©16) CITY ANw rxm:n E: x e- M o T -e e 'D - - to 1 I a 70 F � � 0 N - �� Z I I U 1i (I o� l ()11-0001-010) 28 1� ISO, C� o - , 9 .b 'gyp L I 1 9 � 45 rE-DD MAR InlGo tlf � ' �®�,�L ��o° N Al CM /73 3/Z.5• r. o. �p0 C t+Ar�gE�S -MOSS . Tj co 1y9 N(J ®2-000Z-ODo/3-0 A, A. so k� SV�� i (PAIWrECI) PRECAST Co NC SPLASRBl K a - t�DwNs�0u j I AzECAST COWL -� i+ i i e NORTH ELEVATION CSOUTH ELEVATION-OPPY�ITE�S►MIL,AR.) L —AS—T— ELEVATION 4 L,SG, HoT�5, A . ALL w I as 1\Ic, - ro N E . c GO D aS e, ALL w i rz I IJ c,, -,Wn ,+4 Cs TG ISt- 1E,1( P L -O 1 c N T-¢cfor remQ G L 155 - I PIv_ 2 c,rzoup% A 5G dtpj cl. 00-7 11 PI%/ Is 2 cormouT-1 r--,Fd G G LA" ZIT , a ,X771 , 1 A THOMA AFST 39G 120 -Typ r-IXT. — N m MOUNT TO B07TOM CHORD OF �oOF JOISTS ' �>%� I NG 1rG M r 2012 2 pI p� QQI L 421' 114+1 Ioa� c�ai tJ HOI,'r C?Ocri'`) BMTV-- �V MEET Cooke. (l)Q�t�At3L� �c7lON "N �Fs'�111D$� 4 p 23w� SIT¢ • - �u l.<, -(rZAvON P>M . • g 0 I � -- UPPER STORAGE � -- ---ME2 2AIV*NE -� s Ja OLLYE Al mov — 5 4.1THONIA AFST 39& 120 - TYP• FIXT.— 3 MDUgT TO BGT`fOM (:HOiZD OF F-00 F ei01575- I �Z"c1p PIPE KAII-1" w/VERT. 5UPPolzT A EYERy 4'—" teJSER MAY, — —� 'O ANVITtw*K ---- -- 1 _. N_ L:� (L lilli �II 1 i rr %4 • 22'.411 5w f=1_002 to'- 0 " N---- F' NI S H ::.- gAvr-- VV—EST ELEVATION I&, Olt ST. LUCIE COUNTY BUILDING DIVISION - - - IRE1/IEWED A. - A I A, G'mN GorrD �A7e*r en A� pamr o1w conlT tic. i - FOR COMPLIANCE 0.-AI,L coNs1-/i.rj,,c, l - �- c,-A1;1_ t��2s -ro IlsUe. 11l2PrL HIN �s TH�cs�1oL� ''conic- sL,�a �v��"xG FtiViEWEDBY �RAsN G1.1aIS�1- l.oc�c�eT ¢us�w �v asp+o2u•434� I �t&/to ��/ �v. Mr�sN bN Ck.WAW L>,o' o" t9.-A Lt, Go N G # P. 5. I . Comp. P. F9 L.i- . Z a . E:AL,L 44H r 2,c Z�JlSM17 �Y _t DATE %%. O - 1 O.F.I. = OWNS= Fu12NISN6D ITEM. 2►� 31 �`► � �51.4 1121, 1 p'. p 11 1� If t.61 �s ?o'-o' „ PLANS AND PERMIT 11 - 2 MUST BE KEPT ON JOB OR ;,ok-1s� �q 'I r �I.Lo�v MTL NO INSPECTION WILL BE MADE N �'�D�,� M T • x_, 1 - ._ ---------- 4 HO US I kl= ABOdE� • 0. F. 1. fa izouT 6p G E� lf, vv� 1 54 ' 200 A 5u e F MTD. pE,c S4E may, � UPP 9 LIGHTS EA,G�LL +tl� UNITU+iY) �I.EG. PANEL 4oltiGx9 -St m M TO INISi4 • i OWN SIZ . (M'm- !o" ASOVF- FIN inw D)� — -- — — —I CH O IJ IA /� sT 3`l!0 I 1 UNT Ia BOTTOM CIio12D - --- - PRJVr-Jo lo' SNC_ is 12 tool,L-Ut' GI�OR LiwE o� MEZzA�vlNc Amy of JoIs-rs. _ A Pt4A TO EX I�Tt Nq it HOU511.1Gi p,BOYt� - O.F I. Y4" T �'�f ASPHALT _ NC STORAGE - v 9 ' I _ f�R CAST -ONC, �0' U _ I; I A3 I _ ��L•�-sN ELK 0 it t'►z�' . r.�T1 �a�2- o.F. I . 220 - �'� vowNs�Jrr MriIC., N r3r 2Ecj 711A, prZoF iaNC, 30� • lot. it Tt7 UPPER LI �� R15FRS /o,�1G % LANPIiyG 90 R�2 �C G8G3 =0 SA _ T - - - --- - - �OO T lD B3OT�M CHoKDO - - I{+L f j OF JOISTS. - N i jt, _ F - l•.• I,._ i I. �'tii N i d' 4d- o" r MEZZANINE LEVEL PLAN. I/e= I1 64 GROUN D FLO OR PLAN (I - �N • LUCIE COUNT Evr• PIERCE NrY By N BUREAU BUR CODE COMPLIANC 1. ST coop -poi a'F ELATION Cot* ' STORAGE BUILDING RIEGLER - ORR ASSOCIATES, P.A. for ARCHITECTS PLANNERS ST. LUCIE COUNTY MOSGUITO CONTROL DISTRICT FORT PIERCE, FLORIDA JUKE 6,19'c?o g00I Al OF 3 Q_L LAL A I L-___3_-1 ]La c r a.sI L __jL 0-1 X-3 G E A LLl_L-i 3.1_L B 3 Q_L_ G LLD E N 0 �- A7, c0 l.L F RS-3 Ra•3 TS • I TS • 1 i 3 3 I ! IV 14 x 22 '-- ( P�-OVIDE. 2 WELD AT CH JOIST Bo CHORD JU CTIOAI TO TOP F N41= OF W 14x22 (A,6 s-rESA_ T Li Y BEAM. 0 i i Q ! I I 14 V_ 4 `� 4g�' o, c, 4� o" i I i N V N (2) Izow I "x 111 ,-e vi4 RA LLF,I- x 1,121vc1i rJ - waLn CJ To� d PANEL M t} �OINT'3 Q 7 8 \V 14 X 22 LL_ w/- 12"A,P�, @ �11o•G, 1 4�-O' (4) 14K_,j @ 48"o.6, a a,�-4� �'YP1cA 4" MIN• BEAFztNG AT EAGrf JOIST EMp -_ JL 1. g.RB. 3 TB-TB-1 20'-Q" 20'- oOIL- ROOF FRAMING PLAN �3 N N 40 011 I n 4 � i 0. 11 #Ic/lo w. MESH DN 4G1� GALS/_ ps�xj wG (G)14 �r �E =°o' O0 2'a 3 II I I MEZZANINE FRAMING PLAN CONCIZET1-n SLAM SC-IE PULE. BEAM MAfZK 5T12RUf�/SPACIWC� I RFIYIARKS oP 'BOY M. $II 3"2 � 2:a/-i 7'@ 12"O.C• ovlD�#3 c 2 5f �AT#S CTrt. iZE11.1- 1�3. Bell2# (A2#(012 5 3 @ 12"©.C. f �vlvE. 3 c- � 2#5 AT, 5 cm. Rolm RB-3 8 16 Lo 12" o. c. i TOT' Rol'. RA¢4 2"cLU�R"Nuu. t_, b Lz b l Ln 1 C0MCTZE.TE bE•AM D1 AGPZAM 21/2`x !14 " GjPL( AWG I.✓: EXTEND G" G.OIJC . DR1V� TO E•X1STtNG, ASPHALT • 1 . THF, DRAWINr3 ARE INTFNDFD TO :'HOW THE ;FNERAL APRANGF'MFNT, ^FSI GN AND 1. AI,L CONCRETE ^LABS ON GRADE [,HALL BE A MT4IMI;M FCIIR INCHES THICK AND EXTENT 'IF TIHE W^PK AND ARE PARTLY DIAOPAMMATIC. TRFY ARE NOT INTFNCED RF.INF':'P'ED WITH 6 X 6 - W1.4 X W1.4 CALVANIZFD WFLDED WIRE FABRIC T DF SrALFC FrR ROUrHINr-IN MEASURF.MFNTS, "P TO CF.PVF AS ,HOP DPAWI'I63 (UNLFS3 OTHEPWISE NOTED). CR PCRTi'NS TNERFOF. 2. ALL CONCRETE "LABS ON CRADF. TO BE IN ACC -PRANCE W:TH T!E LA7F..4T "GUIDE 2. ALL CFTAILS AND SF,CT!"NS SHOWN rN T"E DRAWINGS APE INTF.NDFO TO BE FOR CONCRETE FL)OR AND SLAB CC4STRUC.TICN" (ACI 302.1R-80). TYFICAL AND SHALL 9F. CONSTRIIFI) TO APPLY TO A4Y SIMILAR SIT'JATI^,N ELSEWHFRF ON THE FROJECT, EX';EPT WHERE A DTFF'EPF.NT DETAILS I3 SHOWN. 3. J':INTS nPALL BE PROVTDFD IN ALL SLAPS .^,N rRAPF WHERE INDICATED ON PLANS. PROVIDE SAWCUT JOINTS IN ALL 9IDFIWALKS AT A MAXIMUM '.PACING OF THE CONTRACTOR AND ALL S1IBCONTRAC7OR1 SHAL% VFPIFY ALL ^RA,F.",, LI4F.S, 5 FT. ON ';ENTER AND I"OLATION JOINTS AT A MAXIMUM OF .0 FEET APART, LF^JFL., CCN,.I I JS AND DIMEM_,TONS AT THE J'R SITF, ANT) AS SHOWN ON THE ➢RAW NGS. 71EY HALL RF,P(RT ANY ERRORS OR 14CONSI FNCIF.S IN TIF ABOVE C 0 I C E E 2 E� TO THE APCHITEC /­9;TNEER FFF^FF C '+MFNCINO WIRK. T+F CCNTRACTCR AND SUBCONTRACT RS .'HALL LAT ':UT THFIR WORK FR'`ti E.TAPLISHED REFERENCE 1. "n •, rC E CONCRETE DF�IGN AND PF.INFCRCFNFNT IN ACrrRP.ANCF, WITH ..II.,,DINC ^. POINTS AND BE RF.SPCN."IPI_F FOR ALL L:NF,S, FI.F7ATION., AND MEASUREMENTS IN REQUIREMENTS FOR RFINFO,RCED CCN RETE" (A.C.I. 118-83) AND 'WITH "^FTAiLS CONNECTION WITH THFIR W('RK. AND LFTAILING OF CONCRETE PEINF RCFMENT" - (A.C.I. 715-H7). 4• 3AFETT: 2. ALL SCNCRFTF WORK IN ACCOPPANCF. WITH "SPFCIFICATIrNS F^R STPUCTTJRAL CONCHETF. FOR BUTLDING" (ACI 301-84), PRODUCTION OF CONCRETE, DELIVERY, A. 111E CnNTFAC'7'q IS RF."PnNSIPLE AND "HALL CC -PLY WITH T'E SAFF,TY PLACING AND ,'uRING TO BE IN ACCORDANCE WITH "HOT WEATHER _(:NCRETING" REQUTRFMENTS OF ALI. LOCAL, STATE AND FF➢FPAL LAWS. (A.C.I. 305R-77, RF,VI FD 1982). B. PROVIDE ALL "HORTNG, PRACINr, AND "HFF.TING AS PF.QUT.PFD FOR LAFFTY 3• NO ADMIXTIRE PFRMITTFD WITHCUT THF. RFVIElI CF ARCH ITFCT/FN;;NF.F.R. AND FIR THE PROPER EXFCUTTQN rF TPE WCPK. P':MrVE WHEN THE W(RK IS CCMFLF.rfp, 4. FOR ALL CONCRETE TO BE P!.ACEP IN ANY SLAB (INCLUDINr SLAPS ON ;PADS), TIE SLUMP SHALL NOT EXIF.ED FrUR INCVFf.• A'1D WATER/CFMF.NT PATIO "HALL 40T C. PROVIDE AND MAINTAIN GUARD Lb"HTS AT ALL PAPRICADFS, PAI'_INGS, EXCEED 0.50 (MINIMUM 5-1/2 BAGS OF CFMENT I4 FACH C11. YD. CF CCNCRFTE). OBSTFUCTII;Ns IN THF, ST'FFT-, R('ADS OR sIDFWALKS AND ALL TF:N,CFES NO WAITERS OF THIS RF,QUIREMENT FHALL DE C'.NSIDERED. :'LAMP FCR CTHER OR P= ADJACENT TO PUBLIC 'WALKS OR POAIS. CONCRETE SHALL NOT EXCEED FIVE INCHF3. D. AT AIL TiMFS PP VIDE PROTFCTT''N AGAI4'T WEATHFR (PAIN, W:4D, 5. ALL CONCRETE TO BF, REGULAR WF.I11117 WITH A CFSiGN STPENrTH OF 4000 ^,TOPM3 OP HEAT), SO A' TO MAINTAIN ALI. W"RK, MATEPIALS, APPARAT''SP.S.I. AT A DAYS UNI.F75 CTIFRWISE NOTED. SLAPS CN GRADE 6 SIPF:WALRS AND FIXCURE3 FREE FROM Ci,;"PY OR DAMAGE. 3000 P.S.I. AT 28 DAYS. F. THE CCNTRACT''P SHALL PAY FOR ALL DAMAGES TO ADJACFNT-7PUCTUPES, 6. CONTRACTOR IS RESPONSIBLF FOR THE ADFQIJACY OF FIPMS AND SHOPINO AND FOR SILFlWALKS AND TO ST9FETS JR OTHFR PUBLIC PFOPEFTT OR TO ANY PUBLIC SAFE PRACTICE IN THFIR IJ;F AND REMOVAL. CONTFAC,CP TO MAINTAIN A U?!L;T,'FS. MINIMUM OF TWO FLOCPS 100 PERCENT SSHOPED AND TWO FLC(RS 50 PERCENT SHORED. F. AT THE END 'F THF PATS WCPK, COVFR ALL WCPK LIVELY TO PE DAMAGED. ANY W''PK DAMAGED 9Y FAILURE TO PROV1^.F. PR'7TFCTI^.N SHALL BE FEMOVED _R-E-G-1-A G�-3_i.H.A.".(SHOP DRA.WIN; RF:QUIPED) AND PFPLACFD WITH NEW WCPK AT TIF. CONTRACTOR'S EXPENSE. 1. TO BE NEW BILLET STF L CCNFCRMTNG TO THE !.ATF..",T A.`_'.T.M. A615 rpAPE AO 5. ('NTRACCR AGREES THAT HE WILL HOLD ^WNfP, FNrTNEFPs, AND/rR ANY rF SPECIFICATIONS, FABRICATED IN ACCORDANCE WITH MANPAL OF STANDARD THEIR EMPLCY'F.S OR AGENTS, HARMLESS FR1M ANY AND ALL DAMAGF. AND CLAIMS PRACTICE OF THE C.R.S.I. AND PLACED IN ACCORDANCE WITH A.C.I. 315 AND WHICH MAY ARISE. 9Y REASON OF ANY NFri,IGFNCF. CN PART OF CONTRACTOR, ANY A.C.I. MANUAL OF STANDARD PRA..CT,,CF.. OF HIS _1'7cONTRA'=T^RS ANDiOR :UPCCNTPACTCPS, MATERIALS A4D EQUIPMENT SUPPLIF ANC/CR ANY OF TNEIA EMPLOYEES OR AGENTS, P7 PERFORMANCE OF COLUMN REINFORCEMENT: DOWFI,S 10 BE SAME SIZE AND NIIMBF,R AS VFPTICALS THIS CrNTPACT; AND, IN CASE ANY ACTION IS PFCC'rHT T!ERF.FCPE AGAINST ABCVF. LAP40 RAP DIAMETER OR MINIMUM OF 19 INCHES, U.O.N. PPOVIDE WNFR, ENGINEERS ANLVCR ANY ^F T14F.IR FMPLCYEES CR AGENTS, CONTRACTOR RIGID TEMPLETS FOR PCWEL LOCATION. PROVIDE. 3TANP.APD HCOKS FOR ALL ,A!' AS'L'ME FULL FESPONrIBTLITY FOR DEFF'NSF T+FPFOF, AND "PON HIS VERTICAL REINFORCEMENT AT NON-CCNTINUOUS COLUMNS (U.O.N.). FAILURE TO DO SO ON PPOPFR 'IOTICF, rWNEP, FNri'IEFRS A11"/('R ANT OF THFIR F1'P'r)YFFS OR AGENTS RFSF•P7E THE RI'_;HT TO LFF'END SUCH ACTION AND CHAPGE 3• ALL DOWELS FCR COLUMNS AND WALL!; T BE SFC!IPF,P IN POSIT -ION PRIOR TO ALL COS?S THEREOFTO C',NTRACT(,R. CONCRETING. DRILLING "R PUSHING THE DOWELS INTO POSITION IN WET CONCRETE IS NOT PERMITTED. IF ANY FRPrRS OR OMISSIONS APPEAR IN THE DRAWINGS, `PFCIFICATICNS nR 'THFP •^CC''MENTS, THE CONTRACTOR SHALL NOTIFY THE ENGINEER IN WRIT'NG rF 4. CONCRETE COVER UNLF.s.^, OTHFPWISE DETAILED ON DRAWINGS: FOOTINGS :U'H ^MI:'SI'NS CR F.RPCPS PRIOR TO PROCEEDING WITH ANY WOPR WHICH 3 INCHES, COLUMNS 1-112 INCHES TO TIES, BEAMS 1-112 INCHFS TO STIRRUPS, APPFAR^, IN UF,TI^,N. IN THE FVFNT OF THE CONTRACTOR'S FAILING TO (11VE INTERIOR SLABS 3/4 INCHES, EXPO:-,ED SLABS 1-112 INCHES, :'LABS ON GRADE -U,w .In • -r HE `HALL 9E HELD RF.SPCNSIBLE FOp 'liE RE'ULTS OF ANY SUCH 1-112 INCHES MEA.SUPF.D FROM TOP 'F :;LAB. F.PPr RC p "MI SIGNS AND ll!E �03T OF RECTIFYING T"F SAME.. 5• SLAB AND PF.AM REINFORCEMENT: PLACED IN ACCORDANCE WITH RE]NF('i,CINr T"F ^ 'ITPACTCR -HALL USE THE STRUCTURAL DPAWINr,S TOOFTHER Willi THE DIAGRAMS, LAPPED 36 BAR DIAMETER OR MINIMUM 19 INCHES. BOTT' M BARS A- 11:7FCTUPAL, MECHANICAL AND ELECTRICAL DRAWINGS TO LOCATE f'FPPF.SSED SPLICED CNLY AT SUPPORTS, TCP RAPS SPLIrF.D CNLY AT MID -SPAN. ALL TOP ')PE-, ^PAINS, OUTLETS, RECE"SF.-, ^PF,NINGS, PMI,FTS, DOLT BARS HOOKED AT NCR -CONTINUOUS EDGES (U.O.N.). ALL HCOKS TO OF. STANDARD LFF`(-', DIMFNSICNS, ETC. POTENTIAL CCNFLICT, 7,,HALI. BE 90 DFGREE OR 180 DEGREE HCCKS AS RF.QUIPED (U.O.N.) :' ^ TO THE APCHITECTiENGI!lF,ER BEFORE PR"CF.EDING WITH THE WORK. 6. ADDED RFINFORCEMENT: PROVIDE ADDITIONAL CORNEA BARS RENT 2 FT. MINIKIM _NF "-PIA AND ONE PRINT IF SHOP CRAW'NOS FOR APCHITFCT/FNOINFFR EACH WAY AT CORNFRS IN OUTER FACES OF ALL BEAMS TO MATCH ALI, HORIZONTAL 1-F1117W PE ,-.f ,ART;Nr, FABRICATION. BARS NOT DETAILED WITH A HOCKED END. -PCP 'PAWv 'HALL P.F. SUBMITTED FIR APCHITEOT-FN(1.INFFR PF`I[FW UNTIL 7. REINFCPCEM.FNT SHOWN ON PLANS IS SOTTCM UNI,F•SS MARKED "T" (TCP PARS). 1F-'P T11FY ..F REFN PFVIVWFII AND NnTFD FOR rrN-,TRUCTICN MFTFIOD, A.'1; ^TIER TRADE REQUIPFMFNTS BY THF CONTRACTOR AND STAMPED 8. TRANSVERSE REINFORCEMENT IN SLAPS WITH PRINCIPAL PFINFCPCEMF.NT PARALLEL, WI"H THE "NTPACTO,R'S APPROVAL ,"FA(.. FNGINFFR ASSUMES NO PF.SPONSI- TO CONCRETE BEAMS: /4 AT 12 INCHES O.C. X 6'-0" LONG IN TL;P. P:LITT F''P P; rN�:"NS, QUANTITIES, ERRORS OR CMTS"I`NS AS A IIF-TILT OF ru-_CKI4r A4n Pl,IFW'NG ANY CHOP DPAWINGS. ANY FNRCPS �IR /MISSI')NS M11ST 9. THE CONTRACTOR SHALL INFIRM THE RF.PAR DF.TAILFR OF HIS FRnP(':-FP REBAR PF -A^F. ''CP PY c-oNTRACTnR, IPRF,PFCTI7F OF RECEIPT, CHEC►•iNG r1i RE'V[FW SUPPORT METHOD AND CONSTRUCTI(N SEQUENCES. ALL SUPPORT ITEMS AND F ^RAW 1:7 Y, FNgINFF,R AND FVFN THC'GGH WORK IS ^ONE IN ACCCRDANCE WITH SPLICES REQUIRED SHALL BF. SO DETAILED AND PROVIDED. ..C1 ' ',.j ` - L I l Y E L 3: (SHOP DRAWINGS FOR REINFORCEMENT REQUIRED) THE CONTRACTOR SHALL PROVIDE PpErAST OR INSITU LINTELS AT THE HEADS OF 1. "uF. ^F7Y;4 ^,MPLIFS WITH THE RFCUIRFM£NTS OF THF. ."TANDARD HUILP!NO, ALL OPENINGS IN MASONRY WALLS NOT EXCFF.DING EIGHT '8) FEET IN WIDTH (-CF _DI,ISN' AND 4THFR RFFFPENI'I;!) CCDES AND ,PECIFI'ATI(N,. ALI. WHERE BEAMS HAVE NOT BEEN SPECIFIED. LINTEL MAY BE: INTEGRAL WITH THE RFFFRFNCFD ..IDES AND SPECIFI' A71ONS "HALL DE LATE-1 FDITION AT TIME. OF TIE BEAM WHEN HEAD OF THE OPENING IS 16 INCHES OR LENS BELOW. CONTINUE PraMiT• TYPICAL BOTTOM BARS THROUGH AND AI'P 2 IS BOTTOM TRUSS PARS AT LRtP. ADD 2 13 STIRRUPS AT 6 INCHES O.C. EACH FND AND AT DROP. MINIMUM WiN!' LrAD ,^pITFRIA: PF,ARINr FOR ALL LINTELS 8 INCHES EACH SIDE OR PROVIDE ^OWFI-S AND AD CITY - i 0 MPH AT A I?FIGHT OF 30 FEET. FCCKF.TS IN ADJACENT COLUMNS. LINTEL TO BE MINIMUM OF 8 INC• S CFFP 7 ,.?/.'. - FI'"PE 1216.1) 14 TOP AND BOTTOM FOR SPANS LESS THAN 6 FEET, 12 INCHES DFFP WITH .' 15 TOP AND BOTTOM AND 2 /3 STIRRUPS AT 6 INCHES O.C. EACH END, FCR SPANS T. :I'!E 'GAGS (TAPLE 1203.1): GREATER THAN 6 FEET. PROVIDE LINTELS rF SAME DFPTH WITH HALF THE REINFORCEMENT FOR 4 INCH WALLS. rFElrc An P.S.F. f . . . . . . . . 20 P.7.F. KJL.LQ " T V A L L 1 1 1 D-L_1BZLI I 0 11 3 : "- Q'7 P. .F. ('POP 1)PAWINGS FOR REINFI;RCING REQUIRED) t.'.. IJO P.S.F. .- . . . . . . 1`+O P.S.F. 1. MASONRY CONSTRUCTICN SHALL DE AS PER S.B.C. CHAPTER 14,APPFNDIX "D" AND AS °HOWN CN PLANS. F_`ZZ.X-.2AL1-1 IL 3--; F5YAD 1. F"'1f1ATL_ON3 ARE DFSTGNFD TO BEAR CN WF'LL COMPACTFD CLEAN SAND AND - G°A`.'FL 'F AN ALL"WAF:.E PEARING CAPACITY OF 2500 P.S.F. :F,E 'PFCIFICA- TIr11.' FIR t'T FP P"'I'PEMENTS. NOTIFY ENGINEER OF ANY DISCREPANCY IN ,_ °FAF:NG 1APACITY REFIRE PROCEEDING WITH THE WORK. (� " TIP CE WALL F'OTING3 TO 9E AT SAMF ELEVATION AS TOP (IF COLUMN FnOT- G CC �1 C S LA S \V/ 1C �o `/& M E } Oro LEAN CG 1�. I4GS. WALL FOOTING RFINFO.RCEMENT TO PUN CONTINUOUS THROUGH COLUMN FILL 7:Nr • STEP WALL FOOTING FROM HIGHER COLUMN FOOTING TO LOWER ONE. _ 3__ TING3 TO BE MINIMUM 2 •-0" BELOW THE TOP OF CONCRETE SLAB ON GRACE ',R MINIF^JM 1'-C" BELOW FINISHED GRADE, WHICHEVER IS LOWER. f II 41 A ID -- -- ---t-- - 1 A N - - ---- f TL� L O - L ��.� uNI/ oN V-F fZaUTt17 DELLS W 1�5 d 5A. C_ F_ r 'r ! N pis T I E� e 24do c4�5o�UY BIIx 140 4oNc GoL. \V/4"S+ VI=R.T. h 6c_ Co N•r - d 3 7ES P i t"o• c, - I -a 4'-8" x 4'' S"x 4' coNc I. I \� TNiGKE-NEC7 EOGrE.S � I cONc. SLAB V/ I N'T•Ec,,,z& . \V�T t RP200>=ING, \V/O) LA.Ye2 6*4p ��� \VVM 1M1NF. ON MIL_ - II _ V1S(fk0EF-),A nVE-� CLEAKi COMPAC-f En SAN^� FIL_.C9&% pE31TY),-----�- FIZOV I DE_. A 1 G" 12 MIN _ 17Ea:P '"41 EM E V f - # S coNT_ SoT. 4' �k T.'S Co,24"O_c SLAB17-. fr: W /(3) t =O ►Yt�• Y AT Li-{Z 0P�IIv ; S . !�> G'ETAIL. Tl0W 0 0 g''x 12Y�oNe- ccL \v/�}"sc� vF�ZT. 12"1< 2A" coNc. prr2 \V/3*sd - 0 .4P, 24 "a, c - `p 0 I 0 -TYPICAL: gg - 12" x 10" cork_ COL. \V/(4)7 vELK T. CON -T, # 3llE-S C.P121, O- c. - PROVIDm- - I „/4" CuAMPHF�Z ON EXPOSED GoFtNeRS TYPICAL.: w, F_#I 12 x 12" x I o " co1.1C_ CORIJE.R co L \\//(4)*6 VENT. 112"x r, PT2 66" zw• ', (/q¢5 0 COlvf N I corer. _A'> T � 12"0c.- PRaI err M4r4, y(t GL (F 241I0.c, 1 ��3/4"GuAMpNIEtON ALL EX� COQ►.IE�S -- 7z i I 21F 2o�_0 20'. o" FOUNDATION PLAN 2„ IZEV, r i 9. 4.9 STORAGE BUILDING RIEGLER • ORR ASSOCIATES, P.A. for A R C H I T E C T S PLANNERS ST. LUCIE COUNTY MOSQUITO CONTROL DISTRICT FORT PIERCE. FL0RIOA JUNe- G 09' qoo I UUUL A2 of _0 C \V► (� L. Pe, I TZar ht JJL174_CotZNE tZ TO w oti H MOM HI -TUFF ALL-PURPOSE SEALANT BONDING ADHESIVE HI -TUFF MEII08RANE 2a G 3„ METAL EDGE P�'IN HUT IR WELD �45TENEC �}— H I T U F AT l2"D-G SEAM CAULK MEMBRANE CONTINUOUS CLIP �I-FASTENED 12"0. $- - :2 (tea 1' 'I� i _�-i• ' __ — ac+l CuT i F-R STRAP& ; i ' f \VBL _'fix(o'P7 WV_It 2s}' .G 1• GUTTER COUT. i � I"rz FLA.t,i Jg %L.5sp -wLE LY oN 1 Nro ZMAT1 Ov'1 �44`1K 547 *y o\VNSR o1VNF_Z 70 ALL INr-o If, 2000•175r- MIN. St�LaN fi g�' MIN W,,&L 24t rA9T"tP (tD 112'r04- .00NDI NG Aq+4 41vle / •H i TUf r `vi EN Fj 2AN t< 1 +IoT AIc \vEL-v Ij I�>✓oM cAv L.K ; / INyU.4TIoN OVr--2 2&GA C,,cLV. (. � Lo-^T'� r7 MTL • ,7r:G IC 1 NG �14° e.,-^rT L \V/ le) .G x r_111 it U,; ��T�i L Sic-�'► ��___. 3 AT r-F_� \HALL ! _ 1 rZe - i I �. 8"x 37''GoNG • eEAM. ' \Y/(2) *e,, T 413. 4 4)#S 0 V3 pm. I PjZOVIDE � 3TIh5 � 12"O.G. ,4Np PROVIDE, "INAIRPIN'TES HoF-tZ. AT ALL INTERMEDIATE t3AR$. 2 COATS S.W. EL ASTOM E 2 IG 20 OVER MASONK.Y COMPITIONI=7- - oN GDNG. [3Locle- VAV_ I £5 o' - 3'' Plops; -rO ooAIZ CoNG �JM LL O� Y- I -or of, %>M - tOt'L 4 — --N' L/So�T�iai+I2U PSo T5 I t�t�T� ��4 F3 M CttoR• DIM , ZE'FwZ 70 a& L Lam, AIL _---�---- - A 3 i •'1•Uf WN 13�L &4TGV I t� Tor of STL.. JOISTL TOP IMF DEGIL ! �\ OPFb'3 f-T'E. WALL- 14x 22 STF-F-L BEAM Fort. cPANF__ H011ST AT e_E.WTE_R of &UILpINC.. — F'Rovk c;E 21' \vEL.o /.T BoT_ GHOF-P OF EA. JOIST. i II I 5 I u 2 IOF OF SM- ELEV. 21'- 4 YZ r p � c� I c'1� - 6M. — t- - �+ a 0 fzs- 2 AT FEEAK WALL 4 x4" ))__ �5! e" sr L- L It t3 � i�o�-TS i o coNc. gM 12 To eA L LF.4 - - -- A3 AIM I LA IZ 3` Lo Nzi --5`7L L 6_� SA[A4 Ja i'V'r �� >✓SR�. �.� IN GONG ����2�'/L� x!o" S'T19D K ANC ROFM -EA. G . ° 13-3 � S"x21" MAX. TO o"xllo''MIN_C.oNG. >�'.00F ' ,q L.OrE. Tor, OF MN s'�-m WATCH 900F SLOP M W/ Tt2U5� TYp'E ��t4�NR� -� 2" STL. f�IPEt�A.ILII.IG. Q'' Hof�IL- K'FAN_o W�VE-RT. PIPS SUPPofZT M EM 13 E.Rs AT 3'_ Zu O _ C . MAX . \�/F► n To cDNT EDGE L AND TD -� - 114" PLATE AT ScT. CHoK•D OF: e.�OIST 3" x V4 ' STL . L CONT. AT EPt::Z1= . wE..D 7t) STL.. F•L001Z JOIST AT 12"o-c. '�i' CONIC:, 13 L b rep w/ G,e (v"la to �� -r M � 3" coNC. SLAG,Ia w/4. #'�o W. �v. M. Rt=1N. ?M _ F ON c. _rye oW 24 c:; .. AL\I. MTL . lDECKG� J NTop o1D 5TL. JOISTS 8 I21' GONG I'M \v Q 5� � - _ tzo LL UP, Pro� - N ` 14 K do STL.. ,Jo15T% e 24' Cf.c. ��JTIl2� 12''o.G. (13'•ou roroF BM� I , HOUsIN�- TOP of C.0mc . BEAM Ts -I k -•k- - _ J L 1�_ JAL-- -- t 4" x 4" x W' s reF r PLATE AT F-AGH J IT. 13 Zor , 'Z/ VFR.TICAL PIS- SUPPoP-T. \\/E<•D Z) 1/,_,+xG" STUD Af,CKORS-F_A To OCT. CHR GD GF JOIST AT EACH L.ocAT10N • � ' TA I L �E�. GT I o N �►_ ' _ � - �iNN�t2 �I-J-?o . � ` 2 GO/�Tb 5�lesz�vi �; - .�I U- ►, ►v�5 - �oLl-I cl = A 100 'cGAT 5 N T.?i 2 ALUM \N 13Loc- rI LLF-2. -ALL IN 101- WALLS I � � � I g' i 51.�'r• �VID� fob N I w14-x22 CAR YIN SM- PRDYIDl=�4) 4"e>� t3oLTS N�Jer�btZ. tttTo eoUG.� , lx� :� S�uv INIS� tj r=ACH FLAN I-) To BOLT COL frZ 4I NN E7AQ I i $'' CON G. *LpcI \v/ 7eU TYM EW7rrOM FLANGF_ or- CARMI► G _ NiIVI�Nj�%ST10*1S 1 MAe>oNIZY `,ALL 2EIN _ BEAM ToTbP rLAW�E or- N. - I _ TRpL.LY NItN V2 "A. B. @ l!o"o. c . m I �,+' prz>= rv1 o L>7 E v rx P. •�o Ni" -, � 12 (- w 14x 22 TROLLY BF -AM Ou.114G1 �jJc Jb.Ni (yj 1 s eotve , 45LA43 W/0) Le>-r12 .. #% %V�v" q"xIox $"$TL, SPLIGt= GRG /� izEl►�DN P LATE Vv�(3 i3/4" THRU to MIL. \1L=�oe. p_IA EVEN _ BOLTS - EA-T LLY SEAM WES j GL .N GOMPAGTED --AMC;' AS SHOWN. I Q" w r p l= ZED-E55 � FI L1-. �98'�o DFIIISIT�(, ��\��„ — N - 3 N�. oN cor��,c r I LL iG x 12 T14Ic_t<.e,aE.v 8 EDGE. 1/2" = 1'- O" 3 GoNG TOXTENI� "r0 11yT - S GpLtT. t3Cs1'. 4 T.5 S. @ 24"0. G - A,4p+I,A L r - Go1\37tZ 77t� YEZFr AT r_�FZ C Pr"(Wgs- d 4 3 ""nlu.�l�� �4� 3"tA IW_ , PE T' A I L_ SF-- c T I N /2 � /2 I o TB-1 3°X 12" c.oNc Print Ir3 -1rIeZup4 e I2''o.c. 031-oll -Top or- .BM.) 'L coals `i�� �L-1'oM�rzio 20 ON coNG. t3LoCK.. ad'x,12" GoNc IoTrL \v/zfo50 eoN7'. 0 4-r co) 24O.c. S i-o R,AGc- rbLvq R IEGLER - ORR ASSOCIATES, P.A. fi�2 ARCHITECTS PLANNERS ST . 'LLic-i e-7 60 � o, t�ur"o GoNrtwL p(I', FORT PIERCE. FLORIDA is-w. - (> 9-4. 90 j u N E 6,)99C qOO I A3 OF 3