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8174 Wheat Stone Dr
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8174 Wheat Stone Dr
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Last modified
3/24/2025 1:21:35 PM
Creation date
2/27/2025 1:18:20 PM
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Building Plans
Street #
8174
Location
Wheat Stone Dr
Contractor
D R Horton
Building Plans - Permit #
454
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)ocuSign Envelope ID: 884F13B6-EB1A-4869-9598-6683060B682C <br />C14 <br />LO <br />8 <br />e 7'70".. <br />0 <br />4-' 2 <br />C) <br />ICI <br />L 8 <br />C� <br />FIA <br />a I , <br />1st LEVEL STRUCT'u,�AL PLAN <br />1/4" = 1'-0" WHEN PRIN rFI) ON 224 , T' <br />10.2 <br />ST, (3) <br />.......... <br />M <br />NiASONRY NOTES DC1 <br />o <br />I!Jf* BEAR A MINIMUM OF4" AT EACH END. <br />4-:N V,,AY BE FILLED OR UNFILLED <br />N <br />:N� t:-LS SHALL BE FILLED. <br />tvIlAYCIF CAST-CRETE PRECAST LINTEL OR EQUAL <br />AP -PROXIMATE. MAX 0 C. SPACING IS 61-81, O.C., U.N.O. <br />-,EE.TYPICAL DETAILS FOR LINTEL INSTALLATION, <br />;-V1i%1',.)NRY UN'I'Elt. AS NOTED, SEE PLAN AND SCHEDULE <br />M.AYVA.RY +,! 8" FOR ROUGH 0PE,'TNGS <br />Y'k[OIERE SPECIFIED) oN PLAN <br />N /ERTICAL BAR IN FILLED CELL W! IMIMMUM <br />'?r I-) TYP AS c1'HO',PJN <br />riCAL BAR IN FILLED CELL W MINIMUM <br />\P I FC)U 1 FT D. TYP AS SHOWN <br />VFF1'T:(,AI.. BAR iN Fil.LED CELL VVI MINIMUM <br />FYPASSHOWN <br />-1UES ONLY IF OPT OPENING INSTALLED <br />N(-: 5 bw-;w; VER Tl(*.'.AL REINFORCEMENT AT CMU COLUMN AS SHOWN, <br />I !F.;GHT()Fr-)' OWEL x HEIGHT OF COLUMN <br />Ft !,.MiNG KEY NOTES (CMU) Dcl <br />Wll-�-�` PPL KARI.F ONLY WHERE SPECIFIED ON PLAN <br />F)FOR TYPICAL NOTES) <br />> <br />IN',*j: Rf-AEDIA! E. .'A(,K STUIDS REQUIRED BETWEEN <br />0 <br />C14 <br />'4.F 0,11 DE1 A;L ON UE'7AIL SHELT. IN <br />4-1 Ii N"V'0 i ERE iNT L'RiOR SHEARWAL ILS HAVE VAULTED TOP <br />IN i-FRIOP SHEAROJAILL AT VAULTED, TOP PLATE <br />.'A LOOR DIAPHRAGM PER. ONE. OF THE FOLLOWING: <br />-'iok IUSS AL;GNG A13OVE S,N, AT TACH FLOOR TRUSS <br />1�1101* -tjM iORD '0 S1jV IDBL rop PLATE W/ 10d P., 3" O.C. <br />-- ','!-I SW TO FLOOR DECK ABOVE. ATTACH <br />''T ('0 <br />5 ',V-J T)BL TOP PLATE W/ 1 Od Ca; 3" 0 C <br />ION: <br />;17UD TO 1'01P PLIT wi;,`P2 OR SDWC15600 @ MAX 16" O.C. <br />Lt,V[-!- V%IAL L S-1 U-DS STRAPPLIL) TO FIRST <br />1\18T;A,`,6 OR CS1 8 @9 MAX 48" 0 C. <br />P; NLY %1,'kN'r-)O 0' F IFRANA EC) F I R S i L VE L) <br />SP I <br />-,'gj4AX <br />�,P PLATE- K.) HU'R WSUWC15600 MAX 16" O.C. <br />MASONRY WiMETAl- <br />LIN-FEL SCHEDULE - B <br />JNTEI MAX CLEAR. COMMENTS COUNT <br />COUNT <br />ION SPAN <br />L-2 <br />8 [i 43 <br />16- 0" <br />51-611 <br />GARAGE <br />1 <br />8U8 <br />3'0"3 <br />L.-4 <br />6'- 0" <br />L-5 <br />8F-16 <br />91-211 <br />L-6 <br />8F -16 <br />T- 5" <br />. . ......... <br />REAR PORCH <br />1 <br />L.-7 <br />p r. <br />T- 11 <br />REAR PORCH <br />1 <br />L--8 <br />8F-16 <br />REAR POOCH <br />1 <br />L <br />4'- 6" <br />1 <br />UN EL SCHEDULE - D <br />t- IN �l EL i <br />MAX CLEAR <br />COMMENTS COUNT <br />N 0. 'P"T"ON SPAN <br />. ......... <br />L-1 <br />8F- 1 -32 <br />16'- 0" <br />GARAGE j <br />1 <br />L-2 <br />8(J8 <br />5- 6" <br />.......... <br />L-3 <br />6 i-J P, <br />3'- 0" <br />5 <br />------------- <br />L-4 <br />3 F - i t, <br />61 - 0" <br />L-5 <br />8F.-16 <br />-211 <br />L-6 <br />8F-16 <br />71-511 <br />. ... .... .......... <br />REAR PORCH <br />1--7 <br />L-8 <br />8F-16 <br />8F-16 <br />T- 11" <br />71-811 <br />...... . .. .. . . ..... .. . ...... . ......... . -.- <br />REAR PORCH <br />REAR PORCH <br />------ <br />1 <br />--- - ............ <br />I- 14, Z5 0 <br />LID <br />>; <br />a <br />ti <br />d 0 <br />0 <br />z <br />U) APEX <br />U) <br />LU <br />z <br />U) <br />LLJ ZZ <br />ud <br />z <br />(D <br />z <br />W tds .6 <br />< true design studios <br />0 <br />j 9000 REGENCY SQUARE BLVD. (D <br />ILL SUITE 100, JACKSONVILLE, FL 32211 <br />z <br />904.821.6200 0 <br />4- <br />0 D•RIHDMDN (1) <br />L) <br />< <br />0 <br />x <br />0 <br />< -C <br />z a) <br />0 <br />-j <br />0 <br />z <br />r <br />W <br />F- <br />x <br />LIJ <br />M <br />< U) <br />x W LU <br />Z Uj <br />W <br />z 0 U) <br />3: <br />0 <br />W 0 <br />z qqt W <br />V) <br />:D I W0 Re W WF- < <br />00 W a <br />LL W <br />< <br />u) <br />This item has been electronically x <br />signed and sealed by Justin M Lanier, <br />PE on the date and/or time stamp <br />o shown using a digital signature. z <br />0 <br />j 00 <br />z W <br />z <br />W <br />Abbott Park <br />x <br />LU U- <br />CL LOT 010-02 W <br />< ...... . .... <br />U) <br />0 <br />I W <br />PROJECT NO: <br />2020.004117 z <br />... . ............. . . 0 <br />DRAWN: U) <br />IMU W <br />CHKD. U— <br />EAF 0 <br />LO <br />U) <br />W <br />E N,9'-. < <br />No 85166 <br />DocuSigned by: <br />U) <br />WYE <br />ACF5V35 <br />.0 4 <br />00 <br />00 <br />0 R <br />0 N A <br />8181111111111% C/) <br />06-12-2020 (9 <br />z <br />REVISIONS: <br />No. Description Dag,%; i <br />W <br />LIJ <br />-1117 <br />W <br />. . ...... .. <br />0 <br />z <br />ST=3 0 <br />a <br />CMUIMETAL CONNECTOR ENGINEERING <br />
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