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HomeMy WebLinkAboutREVISION 1217-16• •SCANNtU OFFICE USE ONLY: U S`ANNLU DATE FILED: REVISION FEE: PERMIT # ` D /(�� 5 'L Z /7 RECEIPT # L PLANNING & DEVELOPMENT SERVIC - + p s , BUILDING & CODE REGULATION DIVISIO } 2300 VIRGINIA AVENUE„ n• rrf £ \F FORT PIERCE, FL 34982.5652 x; . ti'bt' (772) 462-1553 �J APPLICATION FOR BUILDING PERMIT REVI PROJECT INFORMATION LOCATION/SITE ADDRESS: ,N �t DETAILED DESCRIPTION OF PROJECT REVISIONS: ,EINGc a f%2r9 F12—t�--1/C OUS L, i' Sc, lq i T i S(J%j - C D" l /Z.v`t GT 0/Z A6-2-E E rq C,/N % 15 CONTRACTOR INFORMATION: STATE of FL REG./CERT. #: Ci 13 0 0 6 I 7-L ST. LUCIE CO CERT. #: BUSINESS NAME: G, S . r-i o tj0,-F— r—, LEG / f2 f C QUALIFIERS NAME: GUY 5. m © O a== c ADDRESS: Zi g E;n s (i :Qa=-g t(2 Ok CITY: U&fL GAG I4 STATE: FL- ZIP: 37-96 b PHONE (DAYTIME): 7`71 - 31l;D - 7 Z.l FAX: -7 7 Z - j •7 - o l 3 1- OWNER/BUILDER INFORMATION: NAME: ADDRESS: CITY: PHONE (DAYTIME: (V STATE: ARCHITECT/ENGINEER INFORMATION: NAME: ADDRESS: CITY: PHONE (DAYTIME): SLCCC: 9123109 Revised 06130/17 STATE: i W:w:m 1.7GV:I$ ZIP: ZIP: RECEIVED DEC 17 2018 Permitting Department St. Lucie County, FL RECEIVED NOV 2 9 2018 ST. Lucie County, Permitting REVISION NEW 6ENERATM ANCHORS BY am 4' THICK GONG. S NY 84. IT OL. E (GENTHRBD) 6' CHAIR BLOCK IN s4 HORIZ CON 6' CM WALL IN R BOND WIt5 VERT MAX N 6ROUTED b' THICK GONG. F W 450IO'OL.E JOB NAME: WEBER RESIDENCE - GENERATOR SLAB ENGINEERING, INC. Consulting Structural Engineer 130 QUEEN CATHERINA COURT 2030 37th Avenue FT. PIERCE, FLORIDA 34949 Vero Beach, Florida 32960 Fhone:Z72:569.7257 Fax;772.569:4041 TITLE: PLAN, DETAIL & NOTES 4' THICK CONE TOP SLAB — W/ #4 . 12' OL EW CENTERED N EX 6' CMU WALL d A � S ry W REINF. GONG. FT6. p — — p WIDER 6ENERATOR 51 'PORT #1 4'-b' GENERATOR PAD FOUNDATION PLAN SCALE VV = P-0' NOTES, i I. REFER TO SURVEY FOR ACTUAL LOCATION A SECTION SCALE W' = 1'-0' DESIGN CRITERIA FLORIDA) ILnN5 CODE, ft EDITION (20n) PE516N GRITEWA PER ASCE 1-10 ULTIMATE WIND SPEED REGION, V(ult) no MPH NOMNAL WIND SPEED RESIGN, V(asW132 MPH DESIGN HE16W < 15 FT RISK GATE6ORY I EXP09M D 66T EFFECT FACTOR 61 = OB5 FORCE C0EFF FACTOR A = 1.45 SCOPE OF WORK I. SCOPE OF WORK 15 LIMITED TO A REINFORCED CONCRETE SLAB ON 6RADE FOR NBr 2W GENERATOR 2. PROPERTY LIES N FLOOD ZONE AE SA' NAVD. STRUCTURAL NOTES I. CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN THE FIELD AND NOTIFY THE ENGINEER OF ANY DI CREFANGIE5 PRIOR TO CONSTRUCTION. 2. ALL CONSTRIIGTION SHALL BE BRACED AND SOW BY THE CONTRACTOR AS REQJIRFD TO SAFELY PERFORM THE WORK FOUNDATION I. FOUNDATIONS ARE DE ,16NED BASED ON PREM PTIVE 54FE ALLOWABLE BEARING PRESSURE OF 2000 PSF. 2. CONTRACTOR SHALL VERIFY THAT THE MINIMIM COMPACTION OF 45% OF ITS MODIFIED PROCTOR ACCORDANCE WITH A5TM DI551 15 OBTAINED PRIOR TO FOOTING PLAGB BlT. 3. FOOTIt5 SHALL BE PEALED ON C40WA67ED SOIL FREE OF OR6ANUC DBMS. CONCRETE I. CONCRETE WORK SHALL BE IN ACCORDANCE WITH A.C.I.301 'SPEGIFIGATION5 FOR 5TRUGTURAL CONChum FOR anLDNW LATEST EDITION AND ALJ. 316 BOILDIN6 CODE RREMIRI NIS FOR STRUMTWX CCNGREM 2. CONCRETE 5TFMM SHALL BE AS FOLLOWS: FOUNDATIONS t 9-ABS 3p00 M A66R SLUMP 5' 31' WlG 05 3. REINFORGIN6 STEEL SHALL BE N ACCORDANCE NTH ASTM A65 GRADE 60. 4. THE MNIML" CONCRETE GOVERA6E5 SHALL BE A5 FOLLOWX CAST AM 5T EARTH 3 N5 EXPOSED TO WEATHER I V2 INS 5. REINFORLINS SHALL EE LAPPED SPLICED AND TIED WITH THE FOLLOWING MINIMIM. 84 241N5 415 501N5 i 'i�fv -IK-Lr2- ST. LUCIE COUNTY BUILDING DIVISION REVIEWED FOR COMP REV!!�WED BY DATE / PLANS AND PERMIT MUST BE KEPT ON JOB OR NO INSPECTION WILL BE MADE ISSUE DATE: 1 1 -1 2-1 8 JOB NO. 1 8-223 , N DRAWN BY: TR L G CHECKED BY: A A 1 SHEET NO: S-1' OF 1 SHEETS ,++p�"yy�1lii i;• � i� � � � � �� j. SEAL: MICHAEL A.. LUE, P.E. FLORID,4 REG. #47520 rs�r� This drawing and design as shown is the property of ML Engineering, Inc. Reproduction and/or use of this drawing or any content therein, without express consent or permission of this company Is prohibited, may constitute an Infringe- ment, and may be subject to legal action by MIL Engineering, Inc.