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6377 Cobble Bliss St
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6377 Cobble Bliss St
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Last modified
3/24/2025 1:41:22 PM
Creation date
2/19/2025 10:59:03 AM
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Building Plans
Street #
6377
Location
Cobble Bliss St
Contractor
Lennar Homes LLC
Building Plans - Permit #
21426
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(4) <br />— — — — — — — — — — — — — — — — -- ----- <br />L <br />S3 <br />'-0" 5'-10" '-0" 5'-8" '-01, 5'-10" <br />'-0" <br />10'4" <br />18'-8" <br />21'4" <br />50'-0" <br />FOUNDATION PLAN - ELEV-B. <br />NOTE: <br />• WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS <br />PREVALENT AREAS, APPENDIX "F" OF THE FBC 6th EDITION (2017) <br />BUILDING IS TO BE IMPLEMENTED. CONCRETE STRENGTH IN THESE <br />AREAS TO BE A MINIMUM OF 3000 P.S.I. THEREFORE, ANY AND ALL <br />NOTES ON THESE PLANS THAT INDICATED 2500 P.S.I. SHALL BE <br />REPLACED WITH 3000 P.S.I. FOR THE CONCRETE STRENGTH <br />• SEE SHEET SN FOR SOIL & TERMITE NOTES. BORATE / BORACARE <br />TREATED LUMBER IS AN ALTERNATE TERMITE PROTECTION TO SOIL <br />POISONING <br />WWF PLACED IN <br />1/8" SAWCUT x 1/4 SLAB <br />UPPER 1/3 OF SLAB <br />THICKNESS WHERE <br />OR FIBERMESH <br />SHOWN ON <br />REINF. SEE PLAN. <br />FOUNDATION PLAN <br />U <br />LU <br />' <br />`n <br />CONTROL JOINT DETAIL <br />SCALE: 3/4" = V-0" <br />.,: <br />#5 CONTINUOUS <br />,; <br />; ; : •' <br />'�_ <br />REINF. SEE FND. FOR <br />QUANTITY <br />#5 X 25" X 25" CORNER <br />BAR ONE FOR EA. <br />•.. <br />HORIZ. REBAR, TYP. <br />., <br />U <br />SCALE: 3/4" = V-0" <br />O <br />L <br />(D <br />7, Cl) <br />O <br />— O <br />z 0 <br />z� <br />Q <br />f � z <br />C <br />w <br />fB a <br />°O <br />w <br />m <br />�V) <br />o <br />C6 U <br />o� <br />m <br />W E <br />I — O <br />0)M <br />MmU cc a coM <br />Z <br />;- <br />O 'O N <br />o <br />uL o <br />U <br />c <br />:3 00 <br />U)�o <br />.0 rn <br />� CL <br />rn ¢ d <br />AlI <br />B D® <br />NCB -DC <br />83 <br />W <br />Z �M�� � z <br />U) �0 <br />LU Q �LLo w <br />ai rn LL -� a, <br />LU c <br />V <br />„o 0 o <br />z C N z 5GQ <br />z��Irrrra g� <br />�y ° <br />.FDSEri <br />'4 <br />a% <br />To the best of the Engineers knowledge, information and belief, <br />the structural plans and specifications contained within these <br />drawings comply with the 2017 Florida Building Code - <br />Residential 6th Edition. Engineers signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineers signature and seal, <br />4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 <br />www.LennarTanipg.com <br />O <br />19 <br />uj <br />¢f <br />QWxW <br />z <br />o4go <br />ce <br />2 qQ< <br />U Z <br />WZZ <br />� <br />¢ - J <br />z <br />a0 Co <br />Q <br />Z V) <br />O <br />L� <br />QZ <br />f <br />z <br />::D <br />f ^ <br />O <br />o <br />O <br />j <br />a <br />J W <br />U <br />U-) <br />N <br />M <br />0 <br />0 <br />W9 <br />� <br />��oo <br />o <br />J <br />C <br />G <br />O <br />� <br />z S Q <br />Q <br />00 <br />QQ~ 9 a <br />z <br />Z <br />I- <br />N <br />O T � 2 <br />-a0,kz <br />J <br />L]jW <br />¢ <br />z <br />z O <br />9 z <br />LLn <br />NZ <br />Z <br />azo <br />�� <br />m <br />rn <br />t <br />W <br />= <br />�w <br />x <br />r--I <br />d <br />N <br />o <br />SCALE : AS NOTED <br />DATE : 4/5/2019 <br />TECH: JBERCHAL <br />VERSION NO. 42 <br />SHEET NO. <br />6.1 <br />
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