6246-6264 Timberly Ln - Laserfiche WebLink

Browse Search

-4- 1714'-b' 14'-b' 14 6° 14'-b' 14'-6' 21'-10' 3'-0' 34" 6' II'-6' 3' 0' Il'-b' 3'-0' (51M. MOOR 3' ®k3' ®' (SIM. M/44' TAPCONS (SIM. 111/1144' TAPCON5 (SIM. 111/1/44' TAPCO15 (SIM. W/I/4'x4' TAF'CONS 3'-O'x3'-V (51M. VLOOR TRUSS PARALLEL TO WAIL) 3' mk3' ®' lm' 6' r m' c c, PAD ° 9 I6 O.C. IN LIEU OF s3 XPANSION BOLTS ISIM. SEE (SIM. SEE 16 O.C. IN LIEU OF STRUC N D EXPANSION BOLTS s3 9 16 O.C. IN LIEU OF (SIM. SEE D NOTE s3 EXPANSION BOLTS 151M. SEE 9 16 O.C. IN LIEU OF c 5TRUC. N EXPANSION BOLTS s3 cart PAD / '-0' TRUSS PARALLEL 3'-V,3'-O' TO WALL) (SIM. W/1/4'x4' TAPCONS (SIM. 5 - (SIM. SEE (SIM. W/1/4'x4' TAPCONS 1 V-Vx3'-0'1 CONG.PAD 9 Ib' O.C. IN LIEU OF 3 ScTRUC. 0 c STRUC. NOTE w3 FOR "3 FOR ss 5TR11C. N 16' O.C. N LIEU OF CarC PAD J Carr. PAD 6 i ss 3 \ i 3 "3 �R \ Ss T 1 7(j� EXPANSION BOLTS r3 FOR i T 03 FOR LINTEL SIZE \ INTEL SIZE) 3 \ "3 IV BOLT ss LINTEL IZE LINTEL SIZE \ LINTEL 51ZE o - - - -- -- _ s3 �i LINTEL SIZE) y� - ■ ■ -- ■ ■ ■ ■ ■ ■ r' ■ ■ ■ * ■ \ ■ / ■ ■■ 7 ■ ■ ■ ■ ■ 3CONCPAD� - /------ - - - - -- ---- /------ - - - - -- ----- --------------- - --\ {------------ --- --- ---------------- \ ---------------_A� 10 10 I __. II�■ ■ ■ ■ ■I ■ ■ ■■ ■ ■ ■ ■ ■ ■ ■ ■■ ■ r 0 6 7- 16k16k24 HKH o (SIM. 111/1/4 x4 TAPCONS i \\ (SIM. 111A/4 x4 TAPCO45 wW fww BASE � (SIM. W/1/4'x4' TAPCONS o 0 Ib' D.C. IN LIEU OF p p e 16' D.G. IN LIEU OF o (SIM. W/I/4'x4' TAPCONS PILASIER ABOVE I --, - - s3 * s3 EXPANSION BOLTS s3 s3 EXPANSION BOLTS ■ s3 s3 rll Lam' 6 v 2 Ib'x16k24' HWH Sam COLA► Ir BASE IN Q' FDW PILASTER ABOVE 6 car- AD� WOOD BEAM SEE PLAN FOR CONN. TO COLUMN ,, TA.C. is 10'-4' AFF. (�/ ■ 9 Vo O.C. IN LIEU OF 916 O.C. IN LIEU OF ■ 'VI - - EXPANSION BOLTS (SIM. W414'x4' TAPCONS (51M.114/4'x4' TAPCONS EXPANSION BOLTS - Ib O.C. IN LIEU OF a VOL. IN LIEU OF ■ --- - -- EXPANSION BOLTS EXPANSION BOLTS c I I 5M't UV 1RI155 I BM010-4 �, i I ■ r S1.1 T s'-03'0 1 CO C. PAD cONC PAD ■L - 6 Ibklbk24' WW wLm calm BASE W/ n' Ia7w PILASTER ABOVE SK W/ TRILS!'i C ■I M o 0'-4' S1.1 2 AFF. J 6 S6 1 (SIM. W/FLOOR r _ (SIM. MOOR �8 7 --� ss TRUSS PARALLEL I - - ' II TO WALL) ■ * s3 7 * 7 s3 ■ ■ ■ TO WALL)) TRUSS PARALLEL 7 _771-777- ut IlV TRM S1.1 .5% a I0'-4' AFF. I (51M. W#LOOR (1 TRUSS PARALLEL s TO WALL) 21'-10' 1370 - ST. CROIX 1371 -ST. CROIX 7 S6 7 a 7 BOB. o 12 - AFF. AFF. ' 12 II - s 0 - ■ AM a * AFF. -- * --- 1 1 - ■ ! I -- - -■ S1.1 ■ B ■ J ■ B B ■ ■ S1.t S1.1 S1.1 ■ 11 1 27 ---- * - --- 1 11 s3 1 11 - - - - - - - - 11 1 s3 11 1 r a - 3 2 2 e e 2 ■ 2 ■ ■ ■ ■ 61 IN Ell ■ —mT ■ 01 1 Is ■ _ ■ -..■ ■I I ■ 4 Llr1 1 4 4 1 1 4 4 COLUMN SPACER--" HURRICANE STRAP PER PLAN DO 00 TA.C. • V-4' AFF. O a1 COLUMN FILLED W/ GROUT. SEE PLAN FOR SIZE 4 SPEC. (SQUARE COLUMN IS SHOWN) ENTRY COLUMN TO BEAM A SCALE : N.TS. 1 8'•2' 8' 8"L 8'-2' 14'•6' 14' b' 14'4' 14'-b' 14'-b' 65'-4' 1530 - SIESTA KEY 1529 - ST. JOHN 1531 - MARTINIQUE 1531 - MARTINIQUE 1529 - ST. JOHN MASONRY WALL 1 1 st FLOOR STRUCTURAL PLAN SCALE : 3/16' = 1'-0' 1' X P.T. BASE NAILER H I 1/Ib' O.SB FIRERATED OR REG, PER ROOF PLAN SEE ROOF NAILNG SCHED. ON 54EET SNI PRE-ENGINEERED ROOF TRUSSES 9 24' O/C MAX. • SYSTEM .42 USP HTA20 OR EQUAL FLOOR R-30 NSULATI TRUSSES P.C. LINTEL PER PLAN J (3) 8d TOE NAILS 2X4 P.T. LEDGER WA14' DIA. X 2 3/4' TAPCONS 9 8' 0/C. MASONRY WALL B WALL TIO SECN SCALE : N.T.S. 65'-4' 1530 - SIESTA KEY VAPOR BARRIER BEHIND GIRDER TRUSS -PRE-ENGINEERED GIRDER TRUSS TOP CHORD W/ Y4' x 2%' TAPCONS 9 8' O.C. INTO CMU USP MP34 9 EA TRUSS PRE -ENGINEERING TRUSS W/34' CANTIVELER MAX. W Ibd TOE NAI INTO GIRDER 9 EA. M55 1/Ib' 0.5.8. W/ sd 9 8' O/C 4 CEILING DRYWALL ON TOP W/ 1-3/8. DRYWALL NAILS OR DRYWALL BEAM PER PLAN SCREWS 91' 0/C. ENTRY ONLY. PRE-ENGINEERED GIRDER TRU65 BOTTOM CHORD W/y' x 2%' TAPCONS 9 8' OL. INTO CMU DIM_ VAIZIES SHED ROOF @ S.G.D./ENTRY DETAIL SCALE : N.TS. I !. ■ 'T �/ 5 M 2 - 5M. llV 1RIlS6 v M l0'-4' S1.1 I AFF. ■ ■ 16k1bk24' HRH S'1M COUP BADE uu a' Raid i PILASTER ABOVE 6 ■ 3'-0'x3'-®� Care PAD J (SIM. DFLOOR PARALLEL 1 TO WALL) 1370 - ST. CROIX 1371 - ST. CROIX 1-3/4' OR 2-1/2' PLYWOOD OR 055 FILLED CELL W/ -- (1)5 VERT. A (2) 2' x b' BEAM Wl (6)10d COMMON NAILS is EACH END ,;AATACH 2' x b' JOIST TO BEAM W/ (6) d TOE NAILS 9 EACH END (TYP) 2' x b' JOIST 9 24' O.C. MAX 6.m NOTE: 1) PLATFORM 15 DESIGNED FOR A MAXIMUM WEIGHT OF 250 lbs. 2) ALL WOOD MEMBERS ARE PRE55UIR TREATED 3) REFER TO RETROFIT FILLED CELL DETAIL IF FILLED CELL DOES NOT EXIST 2' x 6' S.YP. t 2 W/ l6)10d COMMON NAILS* EACH END 4' x 4' POST W/ 1/2' DIA ANCHOR BOLTS 9 24' OL. INTO FILLED CELL W/ (1) 5 VERT. D ALT A/C PLATFORM DETAIL SCALE : N.T.S. �I I i i DAN SCO ENGINEERING, LLC P.O. BOX 3400 Apollo Beach, Florida 33572 p. 813.645.0166 f. 813.645.9698 www.donscoengineering.com wo ZLJLO^ r>-.�MC Q� awdQ, z �aa�! Z w UjCD In Ln i V) .—. Lu (� O U Z LL O < LL U Z Q' U J w V) TO THE BEST OF THE ENGINEER'S KNOWLEDGE AND BELIEF, THE STRUCTURAL PLANS AND SPECIFICATIONS COMPLY WITH 2007 FLORIDA RESIDENTIAL BUILDING CODE, (INCLUDING 2009 SUPPLEMENT) SECTION R301 FOR 120 MPH, 3 SEC. GUST, EXPOSURE "C" ENCLOSED (INTERNAL PRESSURE COEFFICIENT =±0.18) WIND ZONE THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED. SIGNED AND SEALED FOR THE STRUCTURAL PORTION OF THIS DRAWING ONLY. 2011 LENNAR CORP.-THIS PLAN MAY NOT BE REPRODUCED IN ANY MANNER WITHOUT WRITTEN CONSENT FROM LENNAR CORPORATION. 201)-THESE DRAWINGS AND DESIGNS ARE THE JOINT PROPERTY OF DANSCO ENGINEERING, LLC AND THE CLIENT ON THIS PROJECT. ANY REPRODUCTION OR UNAUTHORIZED USE IS PROHIBITED. - REVISION: DATE DESCRIPTION 09-29-09 1.00 2007 FBC UPDTATES 01 13-11 2.00 ADDED UNIT ST. JOHN -.1529 I -- - VERSION NO. 2.00 / 01.13.1 1 CA 25948 I SAMUEL A. GREENBERG, P.E. #34245 THUY H. HUYNH, P.E. #60122 Ei I IRWIN J. BENSON, P.E. #49758 I i ,`��°1NINRIS'�AL: �, a• �.yor II i� � • r No. C)OU i 1 st FLOOR I STRUCTURAL SHEET INFORMATION: JOB NO.: 310448 DATE ISSUED: 05.27.1 1 DRAWN BY: DZ/LV REVIEWED BY: TH S1.1 I 0 0 0 O 0 0 1 r 1 M LO I- 031h