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0 6 I 0 CV 3-1 I❑ 1 1 1 1 ❑ 1 I II I© G. ,�� (A 31I � I311 � I 1" I I '- 6X6 P.T. POST EMBEDDED IN 16"XI6"X36" I DEEP CONCRETE WITH (I) 05 REBAR EACH I WAY AND WILL EXTEND THROUGH DECK TO TOP OF BEAM TYPICAL I 1 1 1 1 1 1 1 ❑ 1 1 1 t ❑ I o E]I� t 1 1 1 1 Lf --" L- -;© G: — I; I 6X6 P.T. POST EMBEDDED IN I6"XI6"XI6" DEEP CONCRETE WITH (U «S REBAR EACH WAY AND WILL EXTEND TO FLUt3H WOOD DECK TO BE 1" BELOW - �Q WITH BEAM IN FLOOR ELEVATION OF STEEL BUILDING 1- I I I- I I I Ir❑ I® 1 I OI I ElI 1 1 1 I I ;L — ——9r-6�a�r — — —:- -;— �34n IS' Obi" 201011 THE CLIENT UNDERSTANDS THAT THE DESIGNER CARRIES NO LIABILITY INWRAI CE AND THEREFORE AGREES TO HOLD HARMLESS, IDEMNIFY, AND DEFEND DESIGNER FROM ALL CLAIMS, LOSSES AND EXPENSES (INCLUDING REASONABLE ATTORNEY FEES) ARISING OUT OF OR RESULTING FROM THE PROJECT. THE DESIGNER WILL IN GOOD FAITH ATTEMPT TO PROVIDE ERROR FREE CONSTRUCTION DRAWINGS, BUT IN THE EVENT ERRORS OCCUR THE DESIGNER WILL NOT BE LIABLE FOR COST OF REPAIRS OR DELAY TO THE CONSTRUCTION NEW 50' X 100' STEEL BUILDING FOUNDATION PLAIN 1/4 11 _ 11 o ll /- -/- -/ -/ -/ -/ -/ -/ a u - - / - / - - F�CREL�AfION �" -/ - / - 1 1 ❑ nA 1 1 ❑ THICKEN EDGE WITH (1) 6X6 P.T. P06T EMBEDDED IN 16"XI6"X36" �5 REBAR ON CNAIR6 1 DEEP CONCRETE WITH (1) 05 REBAR EACH I 1 WAY AND WILL EXTEND THROUGH DECK 1 TO TOP OF BEAM TYPICAL i t z � LU 1 1 (V 111ID IIr 1 I I I i TYPICAL 4" CONCRETE *LAB WITH i WIRE ME6H OR FIBER MESH OVER 9 1211 411 :4 CLEAN COMPACT 60IL ; 1 1 1 1 so ; 1 � 1 I n Z 1 � ba3o 20' 0" i 6 1 I I 1 - ❑� A ®;Iy - ❑ FLOOR ELEVATION 00.�" I r, t EDGE OF EXISTING CONCRETE 6LA5 16TING P06T / EXISTING POST I 20 3" I I EXISTING 30'X40' POLE I 8.�►RN WITH CONCRETE SLOB I w I yl 3 UBM TIED PLAN(S) BEEN BY ZEPHYRHILLS FMW M SiM Qeviewer: 4 izy_— - Please be advised this review of plans subrrlibed its a *XM review bo assist the contractor in compliance We OW" *e safety codes. This review is not intended bo be a Anal approval of the submitted plans. It is the oontraWs sole responsibility to ensure that the plans are aoll"Ne CanPkanoe with all applicable NFPA codes and ordinances. in the event that further examination or reveals areas of non-compliance, it shall be -1 Is= sole responsibility, at their sole expense to rljl� for the �. The City assumes no tractor's failure to be in oorn*m +M Vocable NFPA Codes and local ordinances" OI O 'fit in REVIEW DATE P- �3 J to CITY OF ZEPHYRHILLS PLANS EXAMINER O ALL W01'_I"ISP ALL COMI PLY WITH ALL PREVAI BI, F'LORIDAIsIJILD?P�G CODE, Ni i PLCTIUC CODE AND CITYOr'.„ 1`i" `c.HILL CIwDINANCES0 1 HEREBY CERTIFY TPAT I HAVE REVIEWED THE ATTACHED DESIGN* AND FOUND IT TO DE :h t:Ohlr �1ANCE WIJ I i CHAPTER 16, SECTION 1609 OF THE FLORIDA EWILDING CODS FOR 120 MPH (3 SGU ECOND *T) WIND ZONE - 100 MPH FA*TEST SPEED AND THE ENTIRE 2001 FLOROA WLDING CODE, AND AL' 2009 SUPPLEMENT* � — 2 Z1-12-- T.L HANWN P.E. LICEN65 NO. 3C"A P.O. [OX 1126, DADE CITY, FL P$526 Ir N� O O Z NN.4 ��MMC� op 4�CILovo�i Qy�wcy 4� 2 �JVN H 2NpNZ W O O m It: O o z FL o d N, 7 o;�j M 0 v� a � Q � z 4 Q Q t� V V W Cl Q Z O N ja Q COVERED WALK 329 COVERED DECK 528 TOTAL Sa- PCB 1 OF 5