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HomeMy WebLinkAbout12487 Anderson Engineering Plans for Storage Room Page 1 A"P'P LI CA13 L'E COPES -3WIldivio Pena 1. F L OP-I-PA -P UI L-PIN 6 COPE 2020 2, A,S,C.iE,7-1Cp FOP- WIN P ANAL\fSIS AN I7 17IESI�N Folio # 1431-801-DD�13-000-4 3, ACI 318-14 - 13UILPIN6 COPEREQUIREWIENTS FUR STR P- UCT AL CONCRIETIE, Address 2302 N 45 S+ 4. N IDS 2015 Fort Pierce, L 34e14C� a Ave Avienda Ave Avienda Ave Avienda Ave Cam 5, AISC 14TI I E-PITI0N z z E . D�SI�N GRIT IA AN 17 LOA17S Leal �escri�+iov� ��ON`� ��I�NTS NO 4 P>LK Cl LOT �(C�R � " , 13D4-2714) I. 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SOIL STATEMENT: VISUAL INS-PECTION OF T#E SITE S-I OWS A SOIL OF LIMESTONE WIT-� S-A N -POCKETS -AN P WIT-� Op- I, LAVER OF TOPSOIL, T44E LIMESTONE 44AS A SAFE -P EARI N6 CA-PACIT\/ IN EXCESS OF ZOOO-PSF, AT T44E TAME OF CONSTRUCTION, A LICENSEIP EN6INEEP- S44ALL S(A13MIT TO T44E 13UILPIN6 OFFICIAL A LETTER ATTESTINCA T44AT T44E SITE 44AS -SEEN OPDSET-VEp PO NOT CONTAIN (MORE T44AN TWO PWELLIN6 UNITS, � AN-P T44E FOUN PATION CON PITIONS ARE SIMILAR TO T44OSE U-PON W44IC44 T44E PESICIN IS 13ASEP, 2. S440(ALP ORClANIC SILT, CLAY -POCKETS OT- OT44ER UNSUITA-DLE 13EARIN6 CON PITIONS 13E ENCOUNTERED PURIN6 Level of Altera+iov�: II EXCAVATIONS, NOTIFY T#E ENC1INEER-DEFORE CONTINUING WIT}- CONSTRUCTION, 3, TO-P OF FOOTINGS S-E -ALL -D:E -AT 2'-D" �:ELOW 6P-A-PIE AT ALL -POINTS U,N,O, 4, CONTRACTOR S-�-ALL -PP-OVI E SVP-FACE P-AINA6:E -AN P -PUWS TO ?P-OTECT EXCAVATIONS EOM FLO0PINC-4 AFTER Scope of work A??P-OVA L, NEW RECAST CON CRETE DOOR-f E E-A 17E`R CONCRETE -ANP- EIN-FORCING Juanita Ave Juanita Ave Juanita Ave Juanita Ave 1, SU�WIIT CONCRETE MIX DESIGN TO ENGINEER FORREVIEW �IO� TO YD(�IN6, �.vvtivIo� Data Sol. fit, 2, ALL NOD-MAL-WEICI-E T CONCRETE (MUST 13E WAXED IN ACCOR1 ANCE WIT-� -ACI 3D1 TO -ASIEVE A MINlAMUM 22rPAV COWI�RESSIVE z z � �, Lot Area 71755 © � STRENCAT-� OF 3DDO-FSI, WATER/CEMENTRATIO (MUST -DE D.4D W1AX, 13`/ WEI6-�T UON ON -PLANS AND 0,15 MAX, WATER-SOLUBLE 3 C�41-0I?IDE ION CONTENT IN CONCRETE (-FERCENT 13`/ WEICA-I T OF CEMENT) IN ACCORDANCE TO TA-DLE 41311 OF ACI 318-0S. Exist, Livivig Area 1,D04 Miracle Revival =r 3, SLUWI-P S44A LL -5E 4" (±1). Outreach Center � cn � S 4, CONTRACT AN IN-PE-PEN-PENT TESTING LA-DO-ATOM`/ TO -PERFORM T44E CONCRETE C`1LINDER SAM-FLIN6 AND TESTINCI AS Area of work 1D REQUIRED F LORIPA 13(AI LDI N CI COPE, 2D 2D. S U13 WAIT TEST RE7O12-TS TO E N(�I N EER, 5. A66RE6ATES TO 13E CLEAN AND WELL 6RAPED, MAX, SIZE 1 VERTICAL IRO? NOT TO EXCEED Q)' 0" LO UTIT I0 N LA N -� Cp, N 0 ADDITIO NA L WATER S-I--A L L 13- -A P P:E 17 TO T-�E CO N CRETE MIX -AT T#E J"O-DSITE LAI �}�N LESS EVIOUS L`1 OVE 17. -7. ? OVIDE ALL FOP-MINE AND R TEM-FOAR`/ S-E O-PINCj, 1 W E R S z REINFU CIN6j STEEL: l v 1, STANDARD: ASTIM A-(15, 6TADE (p0, ASTIM A185 FUR WELDED WIRE FABRIC, Z.REINFORCEMENT -FLACEMENT TOLERANCES MUST COW1-FL11 WIT44 SECTION 2.2 OF ACI 117, 3, S44ALL -DE DEFO-MED 13ARS, SEE fROM LOOSE-RUST AND SCALE, 4. CONTRACTOR TO ?ROVIDE CAATRS BOLSTERS, S-FACERS ETC, IN ORDER TO CORRECTL`/ ASSEMBLE, -FLACE AND SUPPORT ALL - REINFORCING IN -FLACE, 5, ALLREINFO>?CIN6 S-I ALL CONFOP-M TO T#E (MANUAL OF STANPAT-P IRACTICE FOP- PETAILIN6T-EINFORHI7 CONCR:ET:E STRUCTVP-ES" (ACI-315) �. CONCRETE COVER -FOP-REINFOPCEMENT. FOOTINCIS: 3" CLEAR ALL AROUND S LA13 ON BADE: 130TTOM=2" W44E N TOVP-ED ON Cp' MIL VA-POP-13ARRIER COLUMNS AND 13EAMS NOT EX-POSED TO WEAT-DER: -DOTTOM=11/2" - TO-P=11/2" CLEAR TO TIES - SIDE=11/2" CLEAR TO TIES DigitallyS ned COLUIM D -S NS ANEAMSEX-FOSED TO WEAT-DER T: -DOTTOM=2" - O-P=2" CLEAR TO TIES - SIDE=11/2" CLEAR TO TIES This item has been digitally signed and sealed by Masood Hajali PE 82038 Printed copies of this document are not considered signed and sealed and the signature mu;be verified on any electronic copies. by MASOOD CONTRACT 1. CONTRACTOR S44ALL �ERESYONSI13LE F��OTECTION OF EXISTIN6j AND/O- ADJACENT STRUCTI�C-ES, STREETS, AND �.`` �;p' GENSF��� SIDEWALKS -PV-PIN6 CONSTRUCTION, CONTRACTORS ALL VERI `/ ALL DIMENSIONS IN T#E IELD, S OULD A DISCRE-PANC/V -PE No 82038 HAJALI FOUN-P STO-F WORK IMME-PIATEL`/ AN-P NOTIFY Old OFFICE, W yt 2. CONTRACTOR S-}BALL WOl?KT#E STRUCTV-AL -PLANS IN CONJUNCTION WIT}j TIE ARC44ITECT(,[P-AL, MEC,4ANICAL �•: STATE OF .��� Date: ELECTRICAL, AN-P -PLUIM-DIN6 i�AWIN�S, 0,.•.,A- P; 3, EXISTING STRUCTVP-E. CONTRACTOR S-�ALLTEVIEW T44E OP-I6INAL CONSTRUCTION P-AWIN6�S OF T44E EXISTING '��0 �•0 R�0'.-C.> 13UILDINCI TTIOP- TO 13IDDIN6 AND lPVP-INCI CONSTRUCTION TO VERIF\/ T4E EXISTING MEMBERS AFFECTED 13`/ T44E NEW ,,�'rit"10 A; 2022 *03 * 11 CONSTRUCTION, r ,. . 4. T#E USE OF SCALE TO O13TAIN -PIMENSIONS NOT S44OWN ON T-�ESE -FLANS IS STRICTL`/ FOR-DIP-PEN, T#E ENCAINEEP- WILL �00� � NO �ERES�ONSI�LE FOR E�RRORSRESULTIN� FP-OMSUCH ACTION, 08:21 :48 -05 .� 5, IN CASE OF -PISCRE-PANCIES 13ETWEEN T#E AT-C.-4IT:ECTVP-AL AN P STRUCTVP-AL PLANS, T44:E A-RC44IT:ECTURAL PLANS S- JALL GOVERN UN LESS STREN6 T-F+j IS AFFECTED, P ALL S-PECIFIED MATERIALS AND CONNECTORS CAN 13E SUDSTITUTE-P WIT44 EQUAL OR i3ETTER, Wii-44 T44E A?P?-OVAL OF ENGINEER OFRECORD, $k S a .N P� NOTIES Date O3/1D/22 �rvjec+ N�twiber 5-20224� Sheet S1 Scale Draw b4 `lOU