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DATE : 4 1 6 / 0 SCALE: 1/ 1, = if —oil PACE EN I NEER 'S NOTES : ALL WORD IS TO BE IN COMPLIANCE WITH ACCE-71, THE FLOP-IDA BUILDING CODE 2001 EDITION, AND THE 2005 SUPPLEMENTS WITH ALL REVISIONS AND UPDATES TO FBC-O-I, I) THE BASIC DESIGN WIND SPEED = 120 MPH (3 SECOND GUST) 2) THE IMPORTANCE FACTOR = I.0 (BUILDING GAT, IF RESIDENTIAL) 3) THE EXPOSURE CATEGORY = B 4) THE INTERNAL PRESSURE COEFFICIENT = +9- 0.15 (ENCLOSED) 5) THE COMPONENT AND CLADDING DESIGN PRESSURES ARE ZONE I ( +10.5 -21.5) ZONE 2 (}10.5 -34.1) ZONE 3 ( +I4."E� -50.I) FOR A BUILDING WITH A MEAN ROOF HEIGHT OF LESS THAN 30`-0" EXPOSUR-E P- RIDSE 'SENT 12 -0" RD�SE VENT TING STUCCO F9NI54-1 20k-S�k 12 r' IWIN STUCCO FfNj I15w FRONT ELEVATION RIDS VENT FL#3753,1 5TUGC-£? FIN15A RIDGE VENT mi 12 4 ATTIC VENTILATION FOR GABLES OR HIP ROOFS VENTILATION SHALL BE PROVIDED TO FURNISH GROSS VENTILATION OF EACH SEFERATE ATTIC. THE RATIO OF TOTAL NET FREE VENTILATING AREA TO THE AREA OF THE CEILING SHALL BE NOT LESS THAN 1/I50 7T j k Iut i1 s i— 0 THE EXISTING STRUCTURE WAS INSPECTED PRIOR TO THE DESIGN AND ENGINEERING OF THE NEW PLAN AND WAS FOUND TO BE STRUCTURALLY SOUND - THERE WILL BE NO STRUCTURAL CHANGES MADE TO THE EXISTING .LOAD BEARING CAPACITY OF THE BUILDING, 14 ! Ek s --- 3k�ik VENTED VINYL 50�ITT I -- ( H M TH 26 E I TEMPERED � 1 R103,C7.1 E><TERJOR PLASTER , L l C7B5.CUF�E EXTERIOR U5E OF FORTLANID CEMENT PLASTER 5I—IALL CONI PLY WITH APPLICATION 5TUGGO FINISPI j F—FO lIRFNENTS OF ASTM CS29 -W AND ter.. 1044 3-5T FIN15HED GRADE 24'-0" E�XJST NI 1^'I,4`&CNRY WALL THIS IS AN ENGINEER SEALED PLAN AND SHOULD BE KEPT OUT OF THE WEATHER AS MUCH AS POSSIBLE TO KEEP IT LEGIBLE FOR ALI- THAT NEED TO USE IT FOR THE DURATION OF THIS PROJECT. ADDITIONAL SEALED SETS WILL BE AT THE CONTRACTORS EXPENSE. Fa3,-0" RIGHT ELEVATION 34 —0 11 NEW MAt OO_NRY WALL lot �of 101gR 9ws 6 SEE PAGE 4 FOR THE EXISTING HOUSE INFORMATION R. 5. H NLEY DESIGN SERVICES INC. MOBILE/ OFFICE 352-206-SB21 OFFICE FAX 352-558-2342 P 0 BOX 1325 SAN ANTONIO FLA, 33516 THE CLIENT UNDERSTANDS THE THE DESIGNER CARRIES NO LIABILITY INSURANCE AND THEREFOR AGREES TO HOLD HARMLESS, IDEMNIFY, AND DEFEND THE DESIGNER FROM ALL CLAIMS, LOSSES AND EXPENSES( INCLUDING ATTORNEYS FEES) ARISING OUT OF OR RESULTING FROM THE PROJECT. THE DESIGNER IN GOOD FAITH ATTEMPT TO PROVIDE ERROR FREE CONSTRUCTION DRAWINGS. IN THE EVENT ERRORS OCCUR THE DESIGNER WILL NOT BE HELD LIABLE FOR THE COST OF THE REPAIRS OR DELAY TO THE JOB_ THE CONTRACTOR NEEDS TO VERIFY AND UNDERSTAND ALL INFORMATION BEFORE BIDDING OR STARTING ANY WORK ON THE JOB, THE PLUMBING , ELECTRICAL AND MECHANICAL PARTS OF THE PLAN ARE NON-STRUCTURAL AND MAY BE ADJUSTED BY THE SUP -CONTRACTORS PERMITTED TO DO THE JOB, BUT THE CHANGES MUST MEET THE MINIMUM STANDARDS OF THE CURRENT FLORIDA BUILDING CODE, THESE CHANGES ARE NOT REQUIRED TO BE VERIFIED BY THE ENGINEER OF RECORD FOR THIS PLAN, 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. THE HOMEOWNER REQUIRES THAT THIS NEW ADDITION MATCHES THE EX I STNG HOUSE, IF ANY INFORMATION IS NOT ON THIS PLAN THE CONTRACTOR WILL NEED TO VERIFY THAT THE NEW WORK IS MATCHING THE EXISTING. TI-�E SWEEI�JEY ADDITION 5053 11th ST ZEPH RHILLS FLORIDA 33542 EAST P SCO COUNTS'' 1 1 -2(o-2 1 -00 1 a-2 1 300-00 1 0 LIVING AREA 1C3313 SF SCREEN TORCH 245 SF FRONT PORCH 100 SF TOTAL UNDER ROOF 2201 SF THE CONTRACTOR WII....L BE RESPONSIBLE TO VERIRY THE SF, DAVID W. 5MITH/ MS. FE,_ FLORIDA LIC." 53608 352-521-0865 OFFICE 352-521-0861 FAX, 9S013 WALLAS E ON DRIVE E DADS CITY FLA, 33525 I HEREI! Y CERTIFY THAT I HAVE REVIEWED THIS PLAN AND FOUND IT TO 5E IN COMPLIANCE WITH ,ASCE--I, THE FLORIDA 5UILDING GORE 2001 EDITION AND THE 200E SUPPLEMENTS WITH, ALL REVISIONS ,AND UPDATES TO FBC,-C-I, DAVID W. SMITH MS, PE, 0 53ro08