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3795 Correia Dr (2)
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3795 Correia Dr (2)
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Last modified
2/26/2025 10:53:25 AM
Creation date
2/19/2025 8:17:04 AM
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Building Plans
Street #
3795
Location
Correia Dr
Contractor
Ryman Construction
Building Plans - Permit #
20939
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FRAME LINES: 3 4 <br />FRAME LINES: I <br />_1_I1.0 111 I _ l l l_ _jL. _ _ _ _. I I I _ -1 <br />N <br />IV <br />IV <br />LINE <br />RIGID <br />FRAME: <br />MAXIMUM REACTIONS, ANC14OR BOLTS, 4 BASE PLATES <br />Frm <br />Col <br />Load <br />Column-Reactions(k ) <br />kyw V Load <br />Nmin <br />V <br />Bolt(in) <br />Base-Plate(in) <br />Elan. <br />Line <br />Linn <br />Id <br />N Vmax Id <br />N <br />Vmin <br />Qty Dia <br />Width <br />Length <br />Thick <br />(in) <br />I <br />F <br />q <br />7.8 10.0 2 <br />-5.5 <br />-7.4 <br />4 0.750 <br />8.000 <br />12.75 <br />0.375 <br />0.0 <br />3 <br />7.0 11.1 8 <br />-4.8 <br />-8.6 <br />1 <br />A <br />3 <br />6.7 -10.6 8 <br />-4.1 <br />Lq <br />4 0.750 <br />8.000 <br />12.75 <br />0.375. <br />0.0 <br />6 <br />-2.6 8.0 q <br />6.0 <br />-12.8 <br />1 <br />D <br />q <br />0.0 -16.0 9 <br />0.0 <br />-16.0 <br />4 0.750 <br />8.000 <br />14.00 <br />0.375 <br />0.0 <br />6 <br />0.0 8.2 <br />1 <br />B <br />8 <br />0.0 -10.3 8 <br />0.0 <br />-10.3 <br />4 0.750 <br />8.000 <br />14.00 <br />0.375 <br />0.0 <br />7 <br />0.0 11.0 <br />RIGID <br />FRAME: <br />MAXIMUM REACTIONS, ANCHOR BOLTS, t BASE PLATES <br />Column-Reactions(k ) <br />Frm <br />Col <br />Load <br />Nmax V Load <br />Nmin <br />V <br />Bolt(in) <br />Base-Pk&(in) <br />ELL. <br />Line <br />Linn <br />Id <br />N Vmax Id <br />N <br />Vmin <br />Qty Diu <br />Width <br />La-gth <br />Thick <br />(in) <br />3$ <br />F <br />5 <br />4.q 7.4 10 <br />-5.1 <br />-5.4 <br />4 0.750 <br />8.000 <br />10.75 <br />0.375 <br />0.0 <br />1 <br />2.8 ll.q 8 <br />-4.5 <br />-9.2 <br />3# <br />A <br />11 <br />4.9 -3.0 4 <br />-3.2 <br />4.2 <br />4 0.750 <br />8.000 <br />10.50 <br />0.375 <br />0.0 <br />1 <br />-2.8 12.1 12 <br />-0.6 <br />-5.2 <br />3$ <br />Frame lines: <br />3 4 <br />I ENDWALL COLUMN: MAXIMUM REACTIONS, ANCHOR BOLTS, t BASE PLATES <br />Column.-Reactions(k ) <br />Frm Col <br />Load <br />Nmax V Load <br />Nmin <br />Line Line <br />Id <br />N Vmax Id <br />N <br />1 D <br />4 13 <br />3.1 -5.2 14 <br />-2.6 <br />15 <br />0.0 8.5 13 <br />3.1 <br />1 B <br />s 16 <br />3.6 -11.2 17 <br />-3.5 <br />7 <br />-0.2 11.6 16 <br />3.6 <br />s5ee Rigid Frame Interior Column Reactions <br />V Bolt(in) i ow-Plate(in) Elev. <br />Vmin Qty Dia Width Length Thick (in) <br />-5.2 <br />-5.2 <br />-11.2 <br />SOLDIER COLUMN: <br />MAXIMUM REACTIONS, ANCHOR BOLTS, <br />4 BASE PLATES <br />Column-Reacti"(k ) <br />Frm Cot Load <br />Nmax V Load <br />Nmin <br />V <br />Bolt(in) Base-Plate(in) Elev. <br />Line Line Id <br />N Vmax Id <br />N <br />Vmin <br />QLy Dia Width La*h Thick (in) <br />2 A 18 <br />1.4 -1.2 Iq <br />-Lq <br />1.4 <br />4 0.625 8.000 12.00 0.375 0.0 <br />20 <br />-1.2 2.8 21 <br />1.4 <br />-1.7 <br />BUILDING BRACING REACTIONS <br />* Raactions(k ) PaneL.Shear <br />Wall - Col Wind - -Seismic lb/ft <br />Loc Line Line Norz Vert Norz Vert W' is Note <br />L-EW 1 (h) <br />-W SEW5 TRANSFERRED TO BLDG-B (h) <br />BrSW F TRANSFERRED TO BLDG-B <br />(h)Rigid from at endu411 <br />�LDG�A <br />N <br />IV <br />LINE <br />RIGID FRAME: <br />BASIC COLUMN REACTIONS (k ) <br />Frame Column ----- Dead ------Collateral- <br />-----Live------Wind_Laftl- <br />-Wirx�R' htl- <br />--WindrLeft2- <br />Line Line <br />Norix <br />Vert <br />Norix <br />Vert <br />"mix <br />Vert <br />Noriz <br />Vert <br />Noriz <br />Vert <br />Noriz <br />Vert <br />I F <br />-0.1 <br />0.5 <br />0.0 <br />0.6 <br />-0.1 <br />1.3 <br />-7.9 <br />-14.8 <br />13.1 <br />162 <br />40 <br />-13.3 <br />1 A <br />0.1 <br />2.6 <br />0.0 <br />0.7 <br />0.1 <br />4.7 <br />-7.0 <br />0.6 <br />4.9 <br />-23.q <br />-6.0 <br />2.7 <br />1 D <br />0.0 <br />1.4 <br />0.0 <br />1.3 <br />0.0 <br />3.5 <br />0.0 <br />3.5 <br />0.0 <br />-26.1 <br />0.0 <br />6.4 <br />1 B <br />0.0 <br />0.8 <br />0.0 <br />1.3 <br />0.0 <br />2.6 <br />0.0 <br />-18.0 <br />0.0 <br />13.8 <br />0.0 <br />-16.2 <br />Frame Column -Wind-Right2 <br />--Wind-Longl- <br />--Wind_Long2- <br />-5eismic-left <br />Saismie-Right <br />FIPAT-LL_1- <br />Line Line <br />Norix <br />Vert <br />Na'iz <br />Vert <br />Noriz <br />Vert <br />Noriz <br />Vat <br />Noriz <br />Vert <br />Worm <br />Vert <br />1 F <br />11.q <br />17.7 <br />2.5 <br />-3.8 <br />2.6 <br />-3.8 <br />-0.2 <br />-0.3 <br />0.2 <br />0.3 <br />0.0 <br />1.4 <br />1 A <br />10.9 <br />-21.8 <br />-1.3 <br />-6.6 <br />-1.3 <br />-6.6 <br />-0.2 <br />0.3 <br />0.2 <br />-0.3 <br />0.0 <br />-0.1 <br />1 D <br />0.0 <br />-25.2 <br />0.0 <br />-10.4 <br />0.0 <br />-10.4 <br />0.0 <br />0.4 <br />0.0 <br />-OA <br />0.0 <br />3.4 <br />1 B <br />0.0 <br />15.6 <br />0.0 <br />-6.0 <br />0.0 <br />-6.0 <br />0.0 <br />-0.4 <br />0,0 <br />0.4 <br />0.0 <br />1.5 <br />Frame Column FIPAT-LL-2- <br />F1PAT-LL-3- <br />FIPAT L.r4- <br />Line Line <br />1.1oriz <br />Vert <br />Na•iz <br />Vert <br />Noriz <br />Vert <br />l F <br />0.0 <br />-0.1 <br />0.1 <br />1.8 <br />0.0 <br />-0.3 <br />1 A <br />0.0 <br />1.5 <br />-0.2 <br />I.q <br />0.0 <br />-0.2 <br />1 D <br />0.0 <br />1.5 <br />0.0 <br />1.4 <br />0.0 <br />1.8 <br />1 B <br />0.0 <br />3.3 <br />0.0 <br />1.2 <br />0.0 <br />1.8 <br />Frame Column ----- Dead ------Collateral- <br />-----Live------W'�Leftl- <br />-Wind_R'ightl- <br />--Wi d-Wt2- <br />Line Line <br />Nora <br />Vat <br />Noriz <br />Vert <br />Norix <br />Vert <br />Norix <br />Vert <br />Norix <br />Vert <br />Woriz <br />Vert <br />3s F <br />0.4 <br />l.q <br />0.7 <br />3.0 <br />1.7 <br />7.1 <br />-7.8 <br />-17.3 <br />5.6 <br />-6.1 <br />-8.q <br />-10.q <br />3$ A <br />-0.4 <br />2.0 <br />-0.7 <br />3.0 <br />-1.7 <br />7.1 <br />-1.7 <br />-13.5 <br />7.4 <br />-13.3 <br />-0.6 <br />-7.1 <br />Frame Column-WirW_Right2- <br />--Wind_Longl- <br />--Wind-La*- <br />-Seismic-Left <br />Saismic_.Right <br />Line Line <br />Na•iz <br />Vert <br />Noriz <br />Vert <br />Noriz <br />Vert <br />Nora <br />Vat <br />Noriz <br />Vat <br />3$ F <br />4.5 <br />0.3 <br />1.3 <br />-15.0 <br />1.3 <br />-15.0 <br />-0.1 <br />-0.1 <br />0.1 <br />0.1 <br />3s A <br />8.5 <br />-7.0 <br />-0.6 <br />-15.7 <br />-0.6 <br />-15.7 <br />-0.1 <br />0.1 <br />0.1 <br />-0.1 <br />3$ Frame lines: <br />34 <br />Faco servim <br />10w Mff. 6 WBST <br />BA2215VU8, W& 3M <br />CA#SM <br />\�......... <br />No 48014 <br />' STATE = • <br />•p: O� ztr: <br />11 di <br />■■■■■ <br />■■■■■ <br />. <br />■■■■■ <br />1 <br />moons <br />o=11111 <br />i <br />1l0O BY: <br />%A <br />CAD BY: <br />TM <br />DST BY: <br />UL <br />®BY: <br />SRB <br />NUMM: <br />B18-9334 <br />i�rlou�t: <br />AB3 of 4 <br />
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