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✓w -w <br />2'-0' 46'-0' 2'-0' <br />SS <br />USP HTA20 (TYPICAL <br />e MASONRY UN,O) <br />�9 <br />R <br />S6 <br />R = 4B01' <br />JL <br />JL <br />JL JL <br />R = <br />3041i <br />HTW20 <br />0 <br />� <br />LOUD <br />0 <br />ROOF)JL <br />c0 <br />R <br />�6 <br />(2) USP <br />ai 6i <br />T <br />N <br />e <br />ol <br />9' 2' <br />LU <br />R = 2023# <br />A <br />GIRDER <br />0 <br />0 <br />HTW20 <br />F- <br />I A (SIM. W/ <br />ro) LOWER ROOF) <br />(2) USP <br />r— <br />ke <br />e <br />GIRDER <br />USP HTA20 (TYPICAL <br />e MASONRY UNA) <br />LISP WTA20 (TYPICAL <br />MASONRY UN,O) <br />GIRDER <br />l2) USP HMO <br />2x4 SPF BLOCKNG a 24' O.C. <br />ATTACHED W/ (2)16d TOE NAILS <br />AT EA END <br />USP WTA20 <br />0 MASONRY <br />(TYPICAL <br />UN.0) <br />25 <br />— — — — <br />10'-0' <br />`" <br />o <br />� <br />�P <br />`➢P <br />i1PGIRDER�P <br />A (SIM. W/ BLOCKING <br />S6 4 LOWER <br />USP NTA20 <br />�P <br />ROOF <br />�P <br />B <br />USP JU624 <br />I <br />SIMPSON HIOA (TYP. <br />0 FRAME, UNA) <br />6'-0' <br />1'4 <br />' <br />1/2 <br />(2) USP HTA20 <br />10'-10, <br />Ll <br />N <br />I <br />I <br />USP HTA20 (TYPICAL <br />0 MASONRY UNA) <br />10'-0' <br />2'-0' <br />8'-0' <br />' <br />25-4' <br />20'-8' <br />FLOOR AND LOWER ROOF FRAMING PLAN 11511 <br />SCALE: 1/4'=1'-O' <br />SEAM BMI = (3)1 3/4' X 16' 2900F5-2.OE LVL. ATTACH TWO PLIES W/ (3) ROWS OF <br />16D NAILS m 12' O.C. STAGGERED FROM ONE FACE ONLY, FLIP BEAM <br />AND ATTACH THE THIRD PLY W/ (3) ROWS OF 16D 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 />6-1Od <br />RT7 <br />1 <br />495 <br />5-8d x 1 1/2" & 5-8d <br />HTW20 <br />1 <br />1285 <br />24-10d x 1 1/2" <br />HTVV20 <br />2 <br />2570 <br />20-1Od <br />HTA20 <br />1 <br />1870 <br />9-1Od x 1 1/2" <br />HTA20 <br />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 />I66UANCE 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 AIRE 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 />C^I ^I <br />39 5 I/4' '-6 3/4' 2'-0' 1'-0' <br />USP RM (TYPICAL <br />ALL COR4ER6 9 FRAME) <br />l <br />61MP50N HIOA (TYP. <br />• FRAME, uN.0) <br />USP HTW20 <br />R = 1323� <br />u : b0N <br />T <br />R = 41210 <br />U = 1849r <br />(2) USP HMO <br />SIMPSON HIOA (TYP. <br />RW'E, URO)DF <br />GIRDER SHEATHE ROOF PRIOR � <br />LISP HTW20 TO OVER BUILD (TYP) <br />R : 21501 <br />U : 10110 <br />use HTW20 <br />R = 1323� <br />U = bON <br />R = 66140 <br />u = 2551� <br />(2) USP HTIU10 <br />e <br />v <br />- <br />H <br />(2) USP HTW20 <br />R <br />U = 14180 <br />T <br />;zz <br />SIMPSON <br />SIMPSON H10A (!YP. <br />16 FRAME, UNA) <br />HIOA (TYP. <br />0 FRAME, UND <br />SHEATHE ROOF PRIOR <br />(2) USP HTW20 TO OVER BUILD (TYP) <br />R = 3410 <br />U = 14130 <br />GIRDER <br />LILI <br />e <br />I'-8' <br />-v <br />10' 10' <br />4'-0' <br />I'-2' <br />61MPSON HIOA (TYP.19 <br />FRAME, UNA) <br />6'-0' <br />4 <br />55 <br />13'-4' <br />1'-4' <br />4 <br />S5 <br />ol <br />14'-2' <br />39'-2' <br />UPPER ROOF FRAMING PLAN 11511 <br />SCALE: 1/4':I'-0' <br />2X STUDS 0 16' O.C. <br />USP LSTA24 • EA. STUD <br />SHEAR 5LOCKING TIGHT FIT <br />5ETUJEEN TRUS5ES U)/ (3) 16d <br />TRU55 FRAMING NOTE5 <br />PRE-ENGINEERED <br />TOE NAILS EA. END <br />ROOF TRUSSES <br />USP WTA20 6 EA. <br />ALL CONNECTIONS PER USP CATALOG (LATEST EDITION) - <br />TRUSS PRE-ENGINEERED <br />U.N.O. CONTACT ENGINEER FOR ALTERNATE CONNECTIONS <br />ROOF TRUSSES <br />PRE-ENGINEERED WOOD TRU55ES SPACED 9 241 O/C <br />TYPICAL, UNLESS NOTED OTHERWISE <br />SEE FLOOR PLAN AND ELEVATIONS FOR ADDITIONAL ROOF <br />INFORMATION. <br />4' <br />TRUSS TO TRUSS ATTACHMENT PER TRUSS MANUFACTURER <br />USP MP4F Q 24' O.C. <br />;. HGAM10 is 24' C.C. <br />%a' GYP. TYPE 'X' <br />MAX, <br />NOTE: REFER TO SECTION J/56 FOR• <br />^ ADDITIONAL INFORMATION <br />OWN <br />UPLIFT VALUES SHARE CALCULATED BASED ON <br />CONSERVATIVE APPROACH AND CAN BE DIFFERENT FROM <br />TRUSS MANIFACTURER'5 VALUES <br />0-2�� <br />SCALE: 3/4'=1'-0' <br />IF THE CONTRACTOR, TRUSS MANUFACTURER OR OTHER DESIGN <br />PROFESSIONALS F VISE THE SHOWN! INFORMATION, DANSCO <br />ENGINEERING, LLC 15 REQUIRED TO REYIEW ALL FINAL CONSTRUCTION <br />DOCUMENTS FOR COMPLIANCE WITH DESIGN INTENT PRIOR TO <br />COMMENCEMENT OF THE PROJECT. <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.danscoenginee(ng.com <br />CA 25948 <br />o <br />0 <br />N <br />Z w <br />o^ <br />ZQUlMM <br />Q Cn J Ln <br />aWLL^ <br />z� <br /><C a ¢ `n <br />o <br />zc~n� <br />t; <br />W <br />Z� <br />W <br />0 <br />J <br />W <br />CL/ W <br />Uj <br />z0 <br />V) <br />L CL Q <br />Uj w J <br />W - op <br />�O�.iJ <br />W W 1'' <br />Q <br />-�-J <br />1X <br />1Cn <br />Q Lx) Q 0 <br />CO U <br />U_ <br />0", <br />W U (y) <br />5 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 EDRION (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=30.18) 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 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 />02019-THESE DRAWINGS AND DESIGNS ARE THE <br />JOINT PROPERTY OF DANSCO ENGINEERING, LLC AND <br />THE CLIENT ON THIS PROJECT. ANY REPRODUCTION <br />OR UNAUTHOR2ED USE IS PROHIBffED. <br />REVISION: <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 />1.02 REV. FLOOR TURSS LAYOUT <br />02.07.19 <br />1.03 USE SIMPSON H10ILO <br />USP RT16A <br />VER810iaf NO..T.03 / a2.07-,19 <br />Cis <br />C= <br />L� <br />� O <br />w � <br />m J <br />z 0 <br />a _ C) <br />W U' LO > 3 <br />H Q �f =CV �N <br />W wM =� ��D <br />W ZD* wo* <br />Z Q Uj = Uj 114 Uj <br />� �a �LL LLn� <br />W ❑ ❑ <br />SHEET TITLE: <br />FLOOR & ROOF FRAMING <br />ELEVATION "B" <br />SHEET INFORMATION: <br />JOB NO.: 390443 <br />DATE ISSUED: 04.04.19 <br />DRAWN BY: JH <br />REVIEWED BY: TH <br />6B <br />CN <br />i <br />C>D <br />C'^4 <br />L! <br />I-- <br />