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Home My WebLink AboutSUBMITTED PAPPERWORKST. LUCIE COUNTY DEPARTMENT OF CWWUNIiY DEVELOPMENT �.,ANNED 2300 VIRGINIA AVENUE, ROOM 201 . BY FT. PIERCE, FL 34982%%M �r Lueie County 407-482-15W DESIGN CERTIFICATION FOR WIND LOAD COMPLIANCE This Certification Is to be completed by the project design architect or engineer. This Certification must be submitted with aq applications for building permit involving the construction of new residence (single or mulct -family), residential addition, any accessory structure requiring a building permit, and any nonresidentlal structure. This Certification shall not apply to interior renovations (provided that no structural walls, columns or other similar component is being effected) and certain other minor bulld41g oerinits. For further assistance, please contact the Building Inspection Office at 462-1653 or 462-2172. PROJECT NAME Cif 1(JU I STREET ADDRESS 3 Z3�I U, PRNUMBER PERMIT NUMBER OCCP. TYPE 7T�� .V yy l✓� CST. TYPE ' CERTIFICATION STATEMENT: I CERTIFY THAT, TO THE BEST OF MY KNOWLEDGE AND BELIEF, THESE PLANS AND SPECIFICATIONS 'HAVE BEEN DESIGNED TO COMPLY WITH THE APPLICABLE STRUCTURAL PORTION OF THE BUILDING CODES CURRENTLY ADOPTED AND ENFORCED BY ST. LUCIE COUNTY. I ALSO CERTIFY THAT STRUCTURAL :ELEMENTS DEPICTED ON THESE PLANS PROVIDE ADEQUATE RESISTANCE TO THE WIND LOADS AND FORCES SPECIFIED BY CURRENT CODE PROVISIONS. DESIGN PARAMETERS'AND ASSUMPTIONS USED: (please check or complete the appropriate box) 1. BUILDING CODE EDITION USED (TEAR) I ??7 SBCCI ASCE 7.88 OTHER (SPECIFY) 2. BUILDING DESIGN IS (aEcK ot) ENCLOSED PARTIALLY ENCLOSED OPEN BUILDING .� 3. BUILDING HEIGHT: i h FT 4. WIND SPEED USED IN BUILDING DESIGN: 1 n MPH S. VIAND EXPOSURE CLASSIFICATION (REFER To EwosURE TAmw IN aLV-DM cocE memnED eI LiNE my. I 6. AVERAGE WIND VELOCITY PRESSURE ON EXTERIOR FACES OF STRUCTURE (iS - PSF 7. PEAK WIND VELOCITY PRESSURE ON EXTERIOR FACES OF STRUCTURE �� PSF I ' 8. IMPORTANCEIUSE FACTOR (OBTAIN FRom ou DING CODE): 9. LOADS: FLOOR _4-0 PSF ROOFIDEAD: PSF ROOFAJVE PSF 1o. WERE SHEAR WALLS CONSIDERED FOR STRUCTURE (MC-CK ONE) YES _ NO _ If NO, why? (attach explanation) . . 11. IS A CONTINUOUS LOAD PATH PROVIDED•(cHEcK oW YES _ NO " If NO, why! (atiac h ' explanation) I� 12 ARE COMPONENT AND CLADDING DETAILS PROVIDED (CIECK ONE) YES _ NO_ Q If NO, why? (attach explanation) . 13. MINIMUM SOIL BEARING PRESSURE PSF AS WITNESSED BY MY SEAL, 1 HEREBY CERTIFY THAT THE INFORMATION INCLUDED wirri THIS CERTIFICATION IS TRUE AND CORRECT, TO THE BEST OF MY KNOWLEDGE AND BELI F. NAME: . 1(- r( A 0 J (r c.J Ci.(— CERTIFICATION NO: 3 DESIGN FIRM: DATE: cooxoao ST. LUCIE COUNTY r.d DEPARTMENT OF COMMUNITY DEVELOPMENT 2300 VIRGINIA AVENUE, ROOM 201 _ FT. PIERCE, FL 34982-56M 407-462-15W DESIGN CERTIFICATION FOR WIND LOAD COMPLIANCE This Certification is to be completed by the pro)ed design architect or engineer. This Certification must be submitted with all applications for building permit involving the construction of new residence (single or multt-family), residential addition, any accessory structure requidng a building permit, and any nonresidential structure. This Certification shall not apply to interior renovations (provided that no structural walls, columns or other similar component is being atiectad) and certain other minor building Oerimits. For further assistance, please tbntact the Building Inspection Office at 462-1553 or 462-2172. PROJECT NAME C AUD fR $ -&$ � f2 STREET ADDRESS 3 Z 3CL U, PR NUMBER PERMIT NUMBER OCCP. TYPE CST. TYPE CERTIFICATION STATEMENT: I CERTIFY THAT, TO THE BEST OF MY KNOWLEDGE AND BELIEF, THESE PLANS AND SPECIFICATIONS HAVE BEEN DESIGNED TO COMPLY WITH THE APPLICABLE STRUCTURAL PORTION OF THE BUILDING CODES CURRENTLY ADOPTED AND ENFORCED BY ST. LUCIE COUNTY. I ALSO CERTIFY THAT STRUCTURAL ELEMENTS DEPICTED ON THESE PLANS PROVIDE ADEQUATE RESISTANCE TO THE WiND LOADS AND FORCES SPECIFIED BY CURRENT CODE PROVISIONS. DESIGN PARAMETERS AND ASSUMPTIONS USED: (cleric doolk or opwiete the acomo to box) 1. BUILDING CODE EDITION USED fMAF) I� SBCCI ASCE 7-88 OTHER (SPECIFY) 2. BUILDING DESIGN IS (CHECK DNEI ENCLOSED PARTIALLY ENCLOSED OPEN BUILDING 3. BUILDING HEIGHT: FT 4. WIND SPEED USED IN BUILDING RESIGN: I I MPH g• WIND EXPOSURE CLASSIFICATION MUM TO EXPOSURE TABLES IN BUILDING CODE MENnFIED IN LINE Sir � ' S. AVERAGE WIND VELOCITY PRESSURE ON EXTERIOR FACES OF STRUCTURE 2S - PSF 7. PEAK WIND VELOCITY PRESSURE ON EXTERIOR FACES OF STRUCTURE PSF f 8. IMPORTANCE(USE FACTOR (OBTAIN FROM BUILDING CODE): g. LOADS: FLOOR 4-0 PSF ROOF?DEAD: - � �� PSF ROOFAJVE 35 PSF 10. WERE SHEAR WALLS CONSIDERED FOR STRUCTURE (CHECK Ceq YES NO _ It NO, why? (attach explanation) . J 11. IS A CONTINUOUS LOAD PATH PROVIDED (CHECK oiM YES ^ NO _ R NO, why? (attach explanation) 12. ARE COMPONENT AND CLADDING DETAILS PROVIDED (CHECK ONE) YES NO If NO, why? (attach explanation) 13. MINIMUM SOIL BEARING PRESSUREPSF r AS WITNESSED BY MY SEAL, I HEREBY CERTIFY THAT THE INFORMATION •IhCLUbED'' WITH THIS CERTIFICATION IS TRUE AND CORRECT, TO THE BEST OF MY KNOWLEDGE AND-se6f NAME: . J Af Al, (7 • J CK-'� C VL CERTIFICATION NO: l [SEAL DATE: DESIGN FIRM: /�''- THE WEST 230.00 FEET OF THE EAST 240.00 FEET OF THE SOUTH 75.00 FEET AND THE WEST 235.00 FEET OF THE EAST 245.00 FEET OF THE NORTH 50.00 FEET MARAVILLA GARDENSAS RECORD DNF PLAT BOOK 6,PAGE 6THE 02, OFUTH 1THE OPUBLIC RECORDS OF, UE CECOUNTY, FL. SURVEY NOTES' ;C 1. LANDS SHOWN HEREON WERE NOT ABSTRACTED BY THE SURVEYOR FOR RIGHTS -OF -WAY AND/OR EASEMENTS OF RECORD OR OWNERSHIP. 2. THE LAND DESCRIP11ON AND EASEMENTS SHOWN HEREON ARE IN ACCORD WITH THE DESCRIPTION PROVIDED BY THE CLIENT. 3. BEARINGS REFER TO THE PLAT UNLESS OTHERWISE NOTED. !� 4. ALL DISTANCES/ANGLES ARE PER PLAT UNLESS OTHERWISE SHOWN. 5. THIS SURVEY DOES NOT REFLECT OR DETERMINE OWNERSHIP. 6. THERE MAY BE ADDITIONAL RESTRICTIONS THAT ARE NOT RECORDED ON THIS PLAT THAT MAY BE FOUND IN THE PUBLIC RECORDS OF THIS COUNTY. 7. ELEVATIONS SHOWN ARE ASSIGNED DATUM UNLESS OTHERWISE STATED. WEST LINE LOT 182 8. FLOOD ZONE "X" BEARINGS REFER TO THE DEPARTMENT OF TRANSPORTATION RIGHT OF WAY MAP WEST RIGHT OF WAY LINE N 00'03'34" E. go 75.0'(D) N00'18'45"W 74.84' (M) FD. C.M.�_ - - x W vI 00 00 x cn GRASS STORAGE SHED GRASS P P C.P. 00 F 5.2' OJ 24.0' 0 Z N 9 �+ of WOOD DECK STAIRS 24.0' a 3 z g a FD. I.R. I NO ID SE CORNER S00'03'34"W)— LOT 182 41 1 m N FD. R&C 50.0'(D) If 3435 50.32' (M) o N 00'39'49"E SET 5 R&C P.S.M. #3366 x FD. R&C # 3435 PAVED PARKING AND GRAVEL x---- x LP, 95.69, PAVED PARKING WEST R/W LINE x 7GRASS x LINE LOT IIn x N Z I F— m P.P. SCp NP1E0 gt.1_uBe County 167.72' - Z CV I F N 0 N W J GO GO 0 Z 0 J SET #5 R&C P.S.M. #3366 U.S. HIGHWAY NO. 1 ( STATE ROAD NO. 5 ) ( ) SCALE: 'I" = 30' 143' R/W rur CERIIFlCATE: - I HEREBY CERTIFY THAT THE SKETCH OF SURVEY HEREON IS TRUE AND CORRECT TO THE BEST OF MJ D BELIEF AS SURVEYED'UNDER MY DIRECTION. I FURTHER CERTIFY THAT THIS SURVEY MEETS THE MINIMUM TECHNICAL STANDARDS SET FORTH IN RPTED Y FLORIDA BOARD OF LAND SURVEYORS, AND UNLESS IT BEARS THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SU NG, SKTTCH, PLAT OR MAP IS FOR INFORMATIONAL PURPOSES. ONLY AND IS NOT VALID. �/� r��" p� DATE:�c ATLANTIC LAND DESIGN, INC. FLORION NO[CHARD D- S 3366 LB NO. 5572 PROFESSIONAL LAND SURVEYING BOUX JOB NUMBER 201 S.W. Port St. Luice Blvd., Suite 104Port St. Lucia, Fl. 34984 TIE—X 98-20Fi (561) 871-1163