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3946 COPELAND DR
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3946 COPELAND DR
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Last modified
8/29/2011 10:43:14 AM
Creation date
8/29/2011 10:38:08 AM
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Building Plans
Street #
3946
Location
COPELAND DR
Contractor
RYMAN
Description
WORK SHOP
Owner
CLYDE BISTON
Building Plans - Permit #
BIN E-1 PERMIT #2939
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FOUNDATION PLAN <br />SCALE: 1/8 "= V -0" <br />90' -4" EDGE OF SLAB <br />_ 30'- 0" _ 60'-4" -- <br />15' O.C. 15' -0" O.C. - � 20' -2" O.C. 20' -0" O.C. 20' -2" O.C. <br />SECTION (1) <br />SECTION <br />U <br />0 <br />0 <br />N <br />SECTION <br />I <br />CU �j <br />O <br />I <br />SECTION <br />U <br />O <br />Q <br />0 <br />N <br />SECTION <br />STRUCTURAIL DESIGN <br />CRITERIAL <br />X 30" <br />X 30" W/ <br />#5 <br />WIND SPEED <br />120 <br />M.P.H. <br />BASIC WIND PRESSURE <br />25 <br />P.S.F. <br />ROOF DEAD LOAD <br />11 <br />P.S.F. <br />FLOOR LIVE LOAD <br />40 <br />P.S.F. <br />FLOOR DEAD LOAD <br />20 <br />P.S.F. <br />PAD SECTION <br />(B) <br />30" <br />30" 30" <br />PAD SECTION <br />(A) <br />48" <br />30" <br />30" <br />NOTES; <br />1) ATTACH PUELINS TO FRAME W/ 1/2" X 1 1/4" ASTM A325 HEXHEAD BOLTS. <br />2) ALL WEB WIDTHS 1/4" FOR UPRIGHT AND HORIZONTAL SECTION <br />3) ALL BOLTS TO BE ASTM A325 EITH LENGTHS SUFFICIENT TO HAVE 1" OPEN THREAD WITH NUT IN PLACE <br />4) HEIGHT TO EDGE OF ROOF SYSTEM IS ASSUMED TO BE 12' -1" <br />5) WIND SPEED UTILIZED FOR CALCULATION OF UPLIFT AND WIND LOAD IS 120 MPH. <br />SECTION (3) <br />CU <br />O <br />b <br />N <br />5,484 SF <br />0 <br />I <br />Qo <br />e-- <br />v z / <br />NORTH <br />1 " INSULATION <br />EAVE STRUT <br />SECTION (2) <br />1 <br />U U <br />O <br />0 <br />I <br />0 <br />N <br />SECTION (2) <br />U <br />O <br />C7 <br />U <br />N <br />SECTION (3) <br />FOOTING SCHEDULE <br />26GA. ROOF PANEL, EACH 24" O.C. <br />WITH 5/8" BOLTS. <br />11 ZINC ALUM. RIB. <br />GUTTER 12 <br />� 1� <br />METAL <br />PANEL <br />RIGID FRAME <br />N <br />GIRT <br />M � <br />6 CONC SLAB 3,000 P.S.I. <br />N BASE AT 28 DAYS. ON COMPACTED <br />TRIM EARTH FILL W/ 6X6X 10/10 W.W. <br />o <br />MESH, 6 MIL VISQUENE VAPOR <br />1 " ; :.r... ; , .; ;...:;,•:, BARRIER & TERMITE TREATMENT <br />(MIN.) 12,1 <br />� + MIN. <br />O O O O O <br />12 X 18" DEEP MONOLITHIC BELL FTG. - - - J COLUMN PAD WITH 5 - #5 -6" O.C. <br />W/ 2 - #5 RODS CONTINUOUS. BOTH WAYS AT COLUMNS IN A <br />25" LAP W/ 6" PENETRATION. WIDENED FOOTING. <br />(A) <br />48" <br />X 30" <br />X 30" W/ <br />#5 <br />6" OC. EA. WAY. <br />(B) <br />30" <br />X 1.30 <br />X 30" W/ <br />#5 <br />6" O.C. EA. WAY. <br />(C) <br />12" <br />X 18" <br />X CONT. W/ <br />3 -# 5 CONT. <br />(D) <br />6" REINF. <br />CONC. SLAB <br />W/ <br />6X6 10/10 W.W.M. <br />(E) <br />4" REINF. <br />CONC. SLAB <br />W/ <br />6X6 10/10 W.W.M. <br />c� NZM <br />ON <br />6 MIL. <br />VISQUEEN ON COMPACTED <br />FILL <br />AND <br />TERMITE TREATED. <br />A <br />N <br />30" <br />30" X 30" X 16" <br />SQUARE WIDENED FOOTING. <br />x{5/8" REBAR <br />30" (4) 3/4" 0 A. BOLTS <br />LTS <br />R <br />— <br />� <br />I I M <br />I I <br />1/ "BACK <br />2'2 FROM E GE <br />OF SLAB <br />10 <br />(4) 3/4" 0 A. BOLTS <br />BAY SPACING BAY SPACING <br />SECTION 1 <br />N.T.S. <br />WALL SECTION <br />N.T.S. <br />Z <br />3 <br />ry L? <br />Q <br />Y <br />u <br />= l7 <br />p <br />W <br />❑ <br />n <br />U <br />PSALM 1221 -9 <br />Z <br />N <br />0— <br />N <br />N <br />M <br />0 <br />0 <br />C <br />W Q <br />W <br />I <br />W <br />I <br />W <br />I <br />Ld � <br />Ld <br />O <br />Lj U <br />_ (� <br />c� NZM <br />N J 00 <br />> c.9 0-. <br />A N <br />q N <br />A <br />N <br />Z <br />3 <br />ry L? <br />Q <br />Y <br />u <br />= l7 <br />p <br />W <br />❑ <br />n <br />U <br />j LL <br />Z <br />u Qo <br />0— <br />V) <br />U <br />M <br />M <br />0 <br />W Q <br />LLJ ui <br />W C1 EYE <br />= N O M <br />00 <br />I <br />Ld � <br />Ld <br />O <br />Lj U <br />_ (� <br />c� NZM <br />N J 00 <br />> c.9 0-. <br />Nt <br />N <br />M <br />M <br />W <br />uj <br />Q <br />-- <br />of <br />V) V) <br />O <br />j LL <br />b <br />z <br />u Qo <br />0— <br />Q <br />V) <br />U <br />Z <br />L� <br />m <br />CL <br />0 <br />V) <br />z <br />U <br />FROM EDGE FROM EDGE <br />o OF SLAB 4" OF SLAB 4 <br />U <br />3 - 4 — 4 - - 1 - 4 — 4 - - 1 <br />I I I 1 M F I I I 1 M a <br />rl <br />U I I I I I I I <br />z - - - -- M - -§- -¢ -- M ISSUE DATE <br />Q <br />V) FROM EDGE FROM EDGE <br />p OF SLAB 1 1 %2" 1 1 /2" OF SLAB 1 1 /2" 1 1 /2" REVISED <br />8" 8 3/8 <br />z_ 8" <br />3 (4) 3/4" 0 A. BOLTS <br />(4) 3/4" 0 A. BOLTS <br />SECTION 2 SECTION 3 DRAWING <br />N.T.S. N.T.S. <br />FLOOR PLAN <br />THESE PLANS DESIGNED TO MEET THE MINIMUM REQUIREMENTS OF SECTION 1606 SHEET <br />OF THE 2001 FLORIDA BUILDING CODE, WITH 11 M.P.H. WINDS. <br />SEAL 1 2 <br />LEONARD G. WOOD, P.E. #47377. <br />J .. FlIF 8 <br />SECTION (3) <br />SECTION (1) <br />SECTION (1) <br />15-0" O.C. 15' -0" O.C. 20' - -2" O.C. 20' -0" O.C. 20' -2" O.C. <br />90' 4" EDGE OF SLAB <br />Pt I A-o- <br />- <br />48" <br />30" X 48" X 30" <br />SQUARE WIDENED FOOTING. <br />X5 /8" REBAR <br />SECTION (1) SECTION (3) SECTION (1) SECTION (1) <br />
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