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DATE : I/31/1� SCALE: 1/4 11 _ V ^II I �0/ PAGE 1 ENGINEER'S NOTES : ALL WORK IS TO BE IN COMPLIANCE WITH ACCE-1, THE FLORIDA BUILDING CODE 2001 EDITION, AND THE 2009 .SUPPLEMENTS WITH ALL REVISIONS AND UPDATES TO FBC-01, lU THE BASIC DESIGN WIND SPEED = 120 MPH (3 SECOND MUST) 2) THE IMPORTANCE FACTOR = LO 3) THE EXPOSURE CATEGORY = B 4) THE INTERNAL PRESSURE COEFFICIENT = +/- 0.18 (ENCLOSED) 5) THE COMPONENT AND CLADDING DESIGN PRESSURES ARE ZONE 1 ( +10.5 -21.5) ZONE 2 (+10,5 -34,1) ZONE 3 ( +14.13 -50.1) FOR A BUILDING WITH A MEAN ROOF HEIGHT OF LESS THAN 30'-0" EXPOSURE B. ,ASSEMBLY GROUP B LESS THAN 150 SF UBMWMED PLAN(S) NAB 2Y ZEPHYRHILLS FIRS A Please be advised this; review of plans submitted is a cursory review to assist the contractor in compliance with applicable fire safety cosies. his review is not int-,nded to be a final approval of the submitted plans. it is the contractor's sole responsibility to ensure that the plans are in complete compli,,nce with all applicable Nrt'A,codes and local ordinances. In the event that further c Vamina+Eon or site inspection reveals areas cf no--compli:..rsce, h small be the contractor's sole responsibility, at their sole expense to bring those areas in compliance. The City assumes no responsibility for the contractor's failure to be in compliance with all applicable NFPA Codes and local ordinances. UNION CORRUGATING EXISTING METAL ROOF 5V METAL ROOFING FLO4586.1 11--11_-11--11--11_11--1I_-11--T-11--11--T-11--11--11--11-- IF 11--T-11--11--11--11--11--11--11-- IF -1--1--1--1--11--1--1--1--1--1--1-- IF -1--11--11--11--Tr 1-1r- -� _ [TP5 SH 25 SH 25 SH 25 SH 25 M Li z � o LIJ z RAMP AND SLAB BY OTHERS ►n 12'-0" LEFT ELEVATION HEM FRONT ELEVATION 4'-0 I' 1_ 6'-0" 6'-011 RIGHT ELEVATION EXISTING BUILDING 4'-6" 1 2'-10" 1 12'-0° I- 12'-0" 1_ 12'-0" S'-8" o y o II ADDITION t0 DINING AREA �ry� \ O DP 24.1+ / 2Ca,9- 49 'd SH 25 5H 25 5H 25 5H 25 DP 25_g+ / 28_1- DP 25.9+ / 28-1- DP 25.9+ / 28.1- DP 25.9+ / 28.1- 4'-6" 1 6'-8° 1_ 9'-4" �, 9'-4" 9'-ro 6'-8�� 46'-O" I, 6'-O'I 52'-0" MAIN FLOOR PLAN M 110 DESIGN SERVICES INC. MOBILE/ OFFICE 352-206-5821 OFFICE FAX 352-588-2342 S, HANLEY P 0 BOX 1325 SAN ANTONIO FLA. 33516 EMAIL. Han ley06-membargmaiLaom SEE THE SIMPSON STRONG TIES CATALOG FOR ANY ADDITIONAL INFORMATION ON ANY OF THE SIMPSON FASTENERS SPECIFIED ON THIS PLAN, CATALOG C-2010 EFFECTIVE I/ 1/ 10 BECAUSE THIS IS AN ADDITION IT WILL BE THE RESPONSIBILITY OF ALL SUBS AND SUPPLIERS TO VERIFY ALL INFORMATION IN THE FIELD BEFORE ORDERING ANY MATERIAL OR STARTING ANY WORK. IF ANY INFORMATION IS NOT ON THIS PLAN THE CONTRACTOR WILL NEED TO VERIFY THAT THE NEW WORK IS MATCHING THE EXISTING. DESIGN PRESSURES THE DESIGN WIND PRESSURE RATINGS ARE LISTED FOR EACH OPENING.THE WINDOWS AND DOORS CHOOSEN BY THE HOMEOWNER OR CONTRACTOR WILL NEED TO MEET OR EXCEED THESE PRESSURES LISTED BY EACH OPENING. THIS MANUFACTURERS INFORMATION WILL BE REQUIRED BEFORE ANY INSTALLATION OF THESE PRODUCTS. 43 s ALL WORK SHALL COMPLY WITH ALL PREVAILING CODES, FLORIDA BUILDING CODE, NATIONAL ELECTRIC CODE AND CITY OF ZEPHYRHILLS ORDINANCES REVIEW DATE CITY OF ZEPHYRHILLS PLANS EXAMINER 12 JOB NAME AND ADDRESS. PINECREST MOBILE }-TOME PARK 6043 HARRIET STREET ZEPHYRHILLS, FLA, 33542-3213 EXTENDING DINING ROOM rO06 SF -- VERIFY ALL CONDITIONS AND SF BEFORE BIDDING OR CONSTUCTION DAVID W. SMITH, MS. PE, FLORIDA LIC.* 53608 352-521-0865 OFFICE 352-521-0861 FAX, 9909 WALLASTON DRIVE DADE CITY ,FLA. 33525 I HEREBY CERTIFY THAT I HAVE REVIEWED THIS - PLAN AND FOUND IT TO BE IN COMPLIANCE WITH ASCE-1, THE FLORIDA BUILDING CODE 2001 EDITION AND THE 200c3 SUPPLEMENTS WITH ALL REVISIONS AND UPDATES TO FBC DAVID W. SMITH MS. PE. # 53608