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I <br />2'-0' 464' 2'-0' <br />SS <br />L _\ I I I I I <br />USP 11A20 IrY:U:lq:D <br />MASONRYa <br />T <br />R <br />S6 <br />ffil <br />JL <br />JL <br />JL <br />O <br />LOWER <br />O <br />ROGF) <br />T <br />r) � <br />i— <br />N <br />0 <br />N <br />R = 2023' <br />� <br />L_ <br />GIRDER <br />O <br />(2) USP <br />0 <br />e <br />b <br />r <br />L— <br />A (SIM. W/ <br />56 LOWER ROOF) <br />HTLIV <br />r— <br />3 <br />r <br />� <br />R = 19410 <br />GIRDER <br />e <br />USP RTA20 (TYPICAL <br />s MASONRY UND) <br />USP HTA20(TYPICAL <br />* MA50NRY UND.) <br />P <br />GIRDER <br />(2) USP HTW20 <br />(51M. W/ R <br />LOWER ROOF) S6 <br />A (61M. W/ <br />S6 LOWER ROOF) <br />e <br />u' <br />e <br />a <br />IL <br />Q <br />P 'GIRDERS <br />USP HTA20 <br />P <br />P <br />N <br />U5P HTA20 (TYPICAL <br />0 MASONRY UND) <br />� <br />v <br />u, <br />(2) 115P HTA20 <br />— <br />2' 0' <br />V-0' 10 <br />1/2 <br />10'-10, <br />USP HTA20 (TYPICAL <br />a MA50NRY UND) <br />10'-0' <br />I <br />S5 <br />8' 8' <br />12'-0' <br />29'-4' <br />50'-0' <br />FLOOR AND LOWER ROOF FRAMING PLAN 11,411 <br />SCALE., I/4'-I'-0' <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 APPLICA5LE 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 />F ANY MODIFICATIONS ARE MADE TO THESE PLANS 5Y ANY OTHER PARTY OTHER THAN THE <br />DESIGNERS OFFICE, THE DESIGNER SHALL NOT 5E HELD RESPONSIBLE. <br />I <br />011 <br />70100 <br />39'-51/4' '-6 3/4' 2'-0' 1'-0' <br />USP RT1 (TYPICAL <br />ALL CORNERS s FRAME) <br />5IMP50N HIOA (TYP. <br />s FRAME, uN.oa <br />USP wwo <br />R = 1313� <br />u = 601, <br />SIMPSON HIOA (TYP. <br />Fly, UNAJ <br />R = 4121* <br />u 1849i = <br />(2) U5P HTW20 <br />GIRDER SHEATHE ROOF PRIOR � <br />USP HTW10 TO OVER BUILD (TYP) <br />i <br />USP HTW10 <br />13230 <br />u = 60? <br />X X <br />R = 6614+ <br />U = 2551+ <br />N <br />(1) <br />USP HTW20 <br />SIMPSON <br />SIMPSON HIOA (TYP. <br />0 FRAME, UND) <br />1410A (TYR <br />a FRAME, UND. <br />l2) USP HTW20 <br />(2) USP HTW20 <br />�--2301# <br />GIRDER <br />R = 168P <br />U 5m <br />Q <br />M <br />P <br />q <br />10'-10, <br />SIMP50N HIOA (TYP. <br />9 FRAME, UND) <br />26-10' <br />4 <br />S5 <br />13'-4' <br />3V-2' <br />50'-0' <br />BEAM BMI = (3)13/4' X 16' 2BOOFB-2.0E LVL. ATTACH TWO PLIES W/ (3) ROWS OF <br />16D NAILS 6 12' O.G. STAGGERED FROM ONE FACE ONLY, FLIP BEAM <br />AND ATTACH THE THIRD PLY W/ (3) ROWS OF 161) NAILS a 12' O.C. <br />STAGGERED TO THE UN -NAILED SIDE OF THE FIRST TWO PLIES. <br />USP CONNECTION CHART <br />CONNECTION <br />QTY. <br />CONN. CAPACITY (Ibs) <br />FASTENERS'" PER CONN. <br />Simpson H10A <br />1 <br />1340 <br />18-1Od x 1 1/2" <br />JUS26 <br />1 <br />630 (R = 835) <br />6-1 Od <br />RT7 <br />1 <br />495 <br />5-8d x 1 1/2" & 5-8d <br />HTW20 <br />1 <br />1285 <br />24-1Od x 1 1/2" <br />HTW20 <br />2 <br />2570 <br />20-10d <br />HTA20 <br />1 <br />1870 <br />9-1Od x 1 1/2" <br />HTA20 <br />1 2 <br />2430 <br />1 9-1Od x 1 1/2" <br />'Double connectors to be placed diagonally to each other. <br />**Do not drive nails through the truss plate on the opposite side of the truss which could force the plate <br />off the truss. <br />UFFER ROOF FRAMING FLAN "All <br />SCALE: 1/4'=I'-0' <br />TRU55 FRAMING N0TE5 <br />1, ALL CONNECTIONS PER U5P CATALOG (LATEST EDITION) - <br />UNA. CONTACT ENGINEER FOR ALTERNATE CONNECTIONS <br />2. 1PRE-ENGINEERED WOOD TRUSSES SPACED 6 24' O/C <br />TYPICAL, LNLE65 NOTED OTHERWISE <br />3. 15EE FLOOR PLAN AND ELEVATIONS FOR ADDITIONAL ROOF <br />INFORMATION. <br />4. I TR155 TO TRUSS ATTACHMENT PER TRUSS MANUFACTURER <br />UPLIFT VALUES SHOWN ARE CALCULATED BASED ON <br />CONSERVATIVE APPROACH AND CAN BE DIFFERENT FROM <br />TF25 MANUFACTURER'5 VALUES <br />F THE CONTRACTOR, TRU56 MANUFACTURER OR OTHER DE51GN <br />PROFESSIONALS REVISE THE SHOWN INFORMATION, DANSCO <br />ENGINEERING, LLC 15 REQUIRED TO REVIEW ALL FINAL CON5TRUCTION <br />DOCUMENTS FOR COMPLIANCE WITH DESIGN INTENT PRIOR TO <br />COMMENCEMENT OF THE PROJECT. <br />s. <br />f% <br />..:....:.... <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.donscoengineenng.com <br />CA 25948 <br />O <br />0 <br />N <br />Z L`I <br />o� <br />o� <br />za <br />�J� <br />aC w <br />G <br />d M <br />< 00 <br />W <br />Z CA <br />WUj <br />J <br />O <br />O <br />t0 <br />Cr <br />LLJ <br />� Q w <br />Lu <br />z w <br />O <br />Q�> <br />LU � <br />0 w�u Im <br />� � X co <br />z��w m <br />Q O <br />0o U <br />U <br />o• <br />�NQ 00 <br />LL-I U <br />M <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=±0.18) WIND ZONE <br />THIS DRAWING AND DESIGN IS VAUD FOR 12 MONTHS <br />AFTER THE DATE IT IS SIGNED AND SEALED. <br />SIGNED AND SEALED FOR THE STRUCTURAL PORTION <br />OFTHIS DRAWINGONLY. <br />® 2019 LENNAR CORP: THIS PLAN MAY NOT BE <br />REPRODUCED IN ANY MANNER WITHOUT WRITTEN <br />CONSENT FROM LENNAR CORPORATION. <br />®2019-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 />DATE <br />DESCRIPTION <br />12.13.17 <br />1.00 6TH ED. (2017) FBC <br />UPDATES <br />12.29A7 <br />1.01 PLAN REVISIONS TO HVAC <br />SPACE & ELECTRICAL <br />04.30,18 <br />1.02 REV. FLOOR TURSS LAYOUT <br />02.07.19 <br />1.03 USE SIMPSON H10 ILO <br />USP RT16A <br />VERSION ,07.19 <br />r <br />Fz - <br />;.> <br />A�q <br />F� <br />ow <br />m <br />z O <br />.:.� w <br />W C�� yzN 3 <br />QN =N j� <br />c <br />W wM =� �'m <br />W ::)U r* wU <br />Q <br />LLI = LJj LJ_I <br />fzn <br />W ❑ ❑ <br />SHEET TITLE: <br />FLOOR & ROOF FRAMING <br />ELEVATION "A" <br />SHEET INFORMATION: <br />JOB NO.: 390445 <br />DATE ISSUED: 04.04.19 <br />DRAWN BY: JH <br />REVIEWED BY: TH <br />6A <br />