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v9_2 0 <br />2' 0' 46'-0' <br />S5 <br />USP HTA20 (TYPICAL <br />s MASONRY UND) <br />A <br />R = 48o1i <br />JL <br />JL <br />JL <br />JL <br />R = <br />3041� <br />HTW20 <br />S6 <br />LOWEI <br />O <br />Z ROOF) <br />(2) USP <br />R = 2023� <br />r <br />GIRDER <br />O <br />HT020 <br />r <br />A (SIM. W/ <br />S6 LOWER ROOF) <br />(2) USP <br />r <br />r <br />R =1941s <br />d <br />GIRDER <br />P <br />USP HTA20 (TYPICAL <br />e MASONRY UND) <br />USP�HTA20(T"YM�AL <br />e M <br />6. GIRDER <br />(2) LISP HTW2o <br />2x4 5FF BLOCKING 0 24' O.C. <br />ATTACHED W/ (2)16d TOE NAILS <br />AT EA. END <br />LISP HTA20 <br />a MASONRY <br />(TYPICAL <br />UND) <br />V'l vi <br />10'-0' 6 <br />9 <br />IT T <br />IT "GIRDEe <br />A ISIM. W/ BLOCKING <br />56 4 LOWER <br />USP HTA20 <br />IT I <br />ROOF) <br />P T— <br />A <br />6B <br />USP JUS24 <br />U5P RT16A (TYPICAL <br />a FRAME, UND) <br />6'-0' <br />1'-4' <br />1/2 <br />(2) 11SP HTA20 <br />10'-10, <br />USP HTA29) (TYPICAL <br />® MASONRY URO) <br />10'-0' <br />2'-0' <br />8'-0' <br />' <br />29'-4' <br />lo <br />20'-5' <br />lo <br />01 50'-0' <br />FLOOR AND LOUR ROOF FRAMING FLAN 11511 <br />SCALE: 1/4'=1'-0' <br />BEAM BMl = (3)13/4' X 16' 2WOFB-2.0E LVL. ATTACH TWO PLIES W/ (3) ROWS OF <br />16D NAILS a 12' O.C. STAGGERED FROM ONE FACE ONLY, FLIP BEAM <br />AND ATTACH THE THIRD PLY W/ (3) ROWS OF 10 NAILS A 12' O.C. <br />STAGGERED TO THE UN -NAILED SIDE OF THE FIRST TWO PLIES, <br />ASP + 0 E T[ON CHART <br />CONNECTION <br />CITY. <br />C+ONN. CAPAaTY (II35) <br />FASTENERS" PER CONN. <br />U S24 <br />1 <br />510 <br />6 '10d <br />RT16A <br />1 <br />1380 <br />10d X 1 112" & 8-10 <br />RTr <br />1 <br />495 <br />10- <br />HT <br />1 <br />15'm_ <br />2440d x 1 1/2' <br />HT V1 <br />2 <br />300 <br />201401d <br />HTA20 <br />1 <br />1070 <br />-1:ti 1 112' <br />HTA20 <br />2 <br />2430 <br />9-10d x 1 11Z-' <br />*Double connectors to be placed' dagonafly to each Mer,. <br />**Do not drive nai s-throuch the truss plate on the opposite side of the truss which could ome the plate <br />off the fruss.. <br />ISSUANCE OF PLANS FROM THIS DESIGNERS OFFICE SHALL NOT RELIEVE THE BUILDER OF <br />RESPONSIBILITY TO REVIEW AND VERIFY ALL NOTES, DIMENSIONS, AND ADHERENCE TO APPLICABLE <br />BUILDING CODES PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION. <br />ANY DISCREPANCY OF ERROR IN NOTES, DIMENSIONS, OR ADHERENCE TO APPLICABLE BUILDING <br />CODES SHALL BE BROUGHT TO THE ATTENTION OF THE DESIGNERS OFFICE FOR CORRECTION BEFORE <br />COMMENCEMENT OF ANY CONSTRUCTION. <br />ANY REVISIONS OR CHANGES, NOT RELATED TO THE CORRECTION OF ERRORS THAT ARE MADE <br />AFTER THE FINAL PLANS HAVE BEEN COMPLETED SHALL BE SUBJECT TO ADDITIONAL FEES. <br />IF ANY MODIFICATIONS ARE MADE TO THESE PLANS BY ANY OTHER PARTY OTHER THAN THE <br />DESIGNERS OFFICE, THE DESIGNER SHALL NOT BE HELD RESPONSIBLE. <br />c0 <br />T <br />0 <br />39'-5 1/4' <br />3/4' 24' <br />USP RT1(TYPICAL <br />ALL CORNERS s FRAME) <br />USP RTI6A (TYPICAL <br />{ FRAME, UND) <br />L <br />JLU <br />LU <br />USP <br />R <br />U <br />HTW10 <br />= 1323 <br />= bolo <br />T <br />R = 41211 <br />LI : 1849� <br />l2) USP HTW10 <br />USP RTI6A (TYPICAL <br />a FRAME, ND) <br />U <br />GIRDER SHEATHE ROOF PRIOR <br />USP HTWZO TO OVER BUILD (TYP) <br />R �21500 <br />U <br />LISP HTW20 <br />R = 13230 <br />U = (001, <br />-- <br />R = bb14# <br />551i <br />U : 2SI <br />- <br />a. <br />cO1 <br />(2) USP HTW20 <br />M <br />0 <br />N <br />USP <br />USP RTIbA (TYPICAL <br />+a FRAME, UND) <br />RTIbA (TYPICAL <br />4 FRAME, UND) <br />--- -_ _ <br />SHEATHE ROOF PRIOR _ <br />(21 USP HTW20 TO OVER BUILD (TYR) <br />(2) USP HTW20 <br />R = 3416* <br />U = 1413; <br />GIRDER <br />R = 3b230 <br />U = I418i <br />2-4 <br />= <br />1Ll <br />LLI <br />d <br />�� L_UFFER ROOF FfRAt LNG FLAN 11511 <br />SCALE: 1/4'=1'-O' <br />2X STUDS m 16' O.C. <br />USP L5TA24 6 EA. STUD <br />5NEAR BLOCKING tIGHT FIT <br />BETWEEN TRUSSES W/ (3)16d <br />I I /� <br />TRU35 FRA�I I I V I VOTE 6 <br />PRE-ENGINEERED <br />TOE NAILS EA. END <br />ROOF TRUSSES <br />USP HTA20 f EA. <br />�• <br />ALL CONNECTIONS PER U5P CATALOG (LATEST EDITION). <br />TRUSS PRE-ENGINEERED <br />CONTACT ENGINEER FOR ALTERNATE CONNECTIONS <br />ROOF TRUSSES <br />L L <br />2. <br />PRE-ENGINEERED WOOD TRUSSES SPACED 9 24' O/C <br />TYPICAL, UNLE55 NOTED OTHERWISE <br />SEE FLOOR PLAN AND ELEVATIONS FOR ADDITIONAL ROOF <br />INFORMATION, <br />TRU55 TO TRUSS ATTACHMENT PER TRU55 MANUFACTURER <br />USP MP4F m 24' O.C. <br />HGAM10 G 24' O.C. <br />% GYP. TYPE 'X' <br />NOTE: REFER t0 S <br />SECTION J/56 FOR <br />ADDITIONAL INFORMATION <br />A <br />UPLIFT VALUES SHOWN ARE CALCULATED BASED ON <br />CONSERVATIVE APPROACH AND CAN BE DIFFERENT FROM <br />TRU55 MANUFACTURERS VALUES <br />SCALE: 3/4'=1'-0' <br />IF THE CONTRACTOR, TRUSS MANUFACTURER, OR OTHER DESIGN <br />PROFESSIONALS REVISE THE SHOWN INFORMATION, DAN5C0 <br />ENGINEERING, LLC 15 REQUIRED TO REVIEW ALL FINAL CONSTRUCTION <br />DOCUMENTS FOR COMPLIANCE WITH DESIGN INTENT PRIOR TO <br />COMMENCEMENT OF THE PROJECT. <br />x"•� iu7S i3IN <br />#A cl cugy� paaol?x.aa c <br />O'l00 <br />4 <br />TP.J��aa.�i <br />DANSCO <br />ENGINEERING, LLC <br />P.O. BOX 3400 <br />Apollo Beach, Florida 33572 <br />p. 813.645.0166 <br />f. 813.645.9698 <br />www.donscoenginee(ing.com <br />CA 25948 <br />i <br />O <br />O <br />tV <br />z� <br />o�^ <br />z <br />(8>mm <br />-, <br />W LL <br />I�-aar� <br />� q <br />000 <br />z <br />W <br />ci <br />WC> <br />J <br />O <br />O <br />[t <br />LL.I <br />� m � <br />LLJ Z Q <br />° �C <br />_ <br />IIL Q L <br />L Q <br />LLLLLL� I - iZ <br />�0�w � <br />w <br />0 w X <br />W <br />Z I < C) <br />Q <br />0 V) <br />U_ O,. 0 <br />� <br />W <br />C <br />Q <br />TO THE BEST OF THE ENGINEER'S <br />KNOWLEDGE AND BELIEF, THE STRUCTURAL <br />PLANS AND SPECIFICATIONS COMPLY WITH <br />6TH EDITION (2017) FLORIDA RESIDENTIAL <br />BUILDING CODE, SECTION R301 FOR <br />140 MPH (Vasd=108MPH), 3 SEC. GUST, <br />EXPOSURE "C" ENCLOSED (INTERNAL <br />PRESSURE COEFFICIENT=+�.18) WIND ZONE <br />THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS <br />AFTER THE DATE IT IS SIGNED AND SEALED. <br />SIGNED AND SEALED FORTHE STRUCTURAL PORTION <br />OFTHIS DRAWING ONLY. <br />© 2018 LENNAR CORP.-THIS PLAN MAY NOT BE <br />REPRODUCED IN ANY MANNER WITHOUT WRITTEN <br />CONSENT FROM LENNAR CORPORATION. <br />02018-THESE DRAWINGS AND DESIGNS ARE THE <br />JOINT PROPERTY OF DANSCO ENGINEERING, LLC AND <br />THE CLIENT ON THIS PROJECT. ANY REPRODUCTION <br />OR UNAUTHORIZED USE IS PROHIBITED. <br />REVISION: <br />_ <br />DATE <br />DESCRIPTION <br />12.13.17 <br />1.00 6TH ED,(2017) FBC <br />UPDATES <br />12.29.17 <br />1.01 PLAN REVISIONS TO HVAC <br />SPACE & ELECTRICAL <br />04.30.18 <br />_ <br />1.02 REV. FLOOR TURSS LAYOUT <br />VERSION NO. 1.02 / 04.30.18 <br />sa <br />A iN <br />F <br />Still <br />c� <br />LU <br />w <br />CO <br />w P-- <br />J <br />LU <br />W <br />(� <br />Q <br />N.1 Lug 1 <br />W Z)* <br />>_* <br />Z Q LLI z LLI <br />(; Tn a: I— <br />W ❑ <br />SHEET TITLE: <br />FLOOR & ROOF FRAMING <br />ELEVATION "B" <br />SHEET INFORMATION: <br />JOB NO.: 381319 <br />DATE ISSUED: 10.09.18 <br />DRAWN BY: JH <br />REVIEWED BY: TH <br />6B <br />