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ENGINEER'S MOTES : <br />ALL WORK 15 TO BE IN COMPLIANCE WITH ACCE-1, THE FLORIDA <br />BUILDING CODE 200-1 EDITION, AND THE 20013 SUPPLEMENTS WITH <br />ALL REVISIONS AND UPDATES TO FBC-01. <br />1) THE BASIC DESIGN WIND SPEED = 120 MPH (3 SECOND GUST) <br />2) THE IMPORTANCE FACTOR = 1.0 ( BUILDING GAT. IT RESIDENTIAL) <br />3) THE EXPOSURE CATEGORY = B <br />4) THE INTERNAL PRESSURE COEFFICIENT = +/- 0,55 (PARTIAL ENCLOSED) <br />5) THE COMPONENT AND CLADDING DESIGN PRESSURES ARE <br />ZONE 1 ( +10.5 -21.5) ZONE 2 (+10.5 -34.1) ZONE 3 ( +14.9 -50,1) <br />FOR A BUILDING WITH A MEAN ROOF HEIGHT OF LESS THAN <br />30'-011 EXPOSURE B. <br />13'-Q" <br />25'-0" <br />53,-0" <br />I I I I. I 1 11-1-11 '1 '�• • _ II1' ii _. _ _ 1. _ ___ �'_. <br />THE ROOF DE51GN WAS BASED ON <br />A 4/12 EXTERIOR PITCH. THIS NEEDS <br />TO BE VERIFIED BY THE TRUSS CO, <br />THAT WILL BE MANUFACTURING THE <br />/ TRU5SE5. <br />EXI5TINr ROOF �� EXISTING ROOF <br />8'-10411 <br />21 ^ II <br />TRUS5 SPAN <br />4x4 *2 PT P05T <br />u !Lu <br />-4 = t" <br />d) <br />EXISTING CARPORT <br />10 OID <br />EXI5TING HOUSE <br />j Z <br />3 o x <br />! ju <br />FINISHED FLOOR <br />f i <br />11 <br />3 CENTER LINE OF PC <br />I <br />l'-O" 14'-0" 9'-O" <br />i <br />NEW COVERED WALK SLAB WIDTH <br />I I <br />21'-0" 30'-0" <br />51'-O" <br />I <br />LAMA5CO RIDGE VENT FL* 37S3.1 <br />LEFT ELEVATION <br />HARDI PLANK 61DING FL* 10411.1 <br />FRONT ELEVATION <br />EX STING ROOF <br />DATE : I 5G,4LE= <br />c3/ 14 / 11 11/4 11 = I,-011 PAGE I <br />DESIGN SERVICES INC. <br />MOBILE/ OFFICE 352-206-5e21 <br />R. 8. T'T/�4 t ' A NLEY OFFICE FAX 352-589-2342 <br />F 0 BOX 1325 5AN ANTONIO <br />FLA. 3351& <br />EMAIL: hanl�yO6�emb�gmail.com <br />BECAUSE THIS IS AN ADDITION IT WILL BE THE RESPONSIBILITY <br />OF ALL SUBS AND SUPPLIERS TO VERIFY ALL INFORMATION IN <br />THE FIELD BEFORE ORDERING ANY MATERIAL OR STARTING <br />ANY WORK. THE HOMEOWNER REQUIRES THAT TH15 ADDITION <br />MATCHES THE EXISTNG HOUSE. IF ANY INFORMATION IS NOT ON <br />TI-415 PLAN THE CONTRACTOR WILL NEED TO VERIFY THAT THE <br />NEW WORK IS MATCHING THE EXISTING. <br />ST <br />LAMA5CO RIDGE VENT FL* 3193.1 9 cL -) I ' 1-r l , v, f kooy <br />J <br />40'-0" 13,-0" <br />EXISTING ROOF <br />53,-0" <br />RIGHT ELEVATION <br />Er!5TING HOUSE <br />EXISTING HOUSE <br />i <br />3!" <br />i <br />I- • <br />- NEW COVERED WALK j <br />i <br />REAR ELEVATION <br />6'-O If <br />ALL WORK SHALL COMPLY WITH ALL <br />PREVAILING CODES, FLORIDA BUILDING <br />CODE, NATIONAL ELECTRIC CODE AND <br />CITY OF ZEPHYRHILLS ORDINANCES <br />clT'y � <br />PUN <br />ELEVATIONS <br />and FLOOR PLAN <br />JOB NAME AND ADDRESS: <br />EFRAIN MONTES-MENDOZA <br />38ro01 FORTH AVE <br />ZEPHYRHILLS , FLORIDA <br />COVERED WALK 30ro SF <br />DAVID W. SMITH, MS. PE, <br />FLORIDA LIC.* 53608 <br />352-521-0865 OFFICE 352-521-0861 FAX, <br />990E WALLASTON DRIVE DADE CITY ,FLA. 33525 <br />I HEREBY CERTIFY THAT I HAVE REVIEWED THIS <br />PLAN AND FOUND IT TO BE IN COMPLIANCE WITH <br />ASCE-1, THE FLORIDA BUILDING CODE 200'I EDITION <br />AND THE 2009 SUPPLEMENTS WITH ALL REVISIONS <br />AND UPDATES TO FBC-Ol, <br />DAVID W. SMITH MS. PE. * 53608 <br />