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USP CONNECTION CHART <br />CONNECTION <br />QTY. <br />CONN. CAPACITY (Ibs) <br />FASTENERS" PER CONN. <br />HTA20 <br />1 <br />1870 <br />9-10d x 1 1/2" <br />Simpson H10A <br />1 <br />1015 <br />18-10d 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 />1551JANCE OF PLANS FROM TH15 DESIGNERS OFFICE $HALL 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 CONSTRICTION. <br />MY DISCREPANCY OF ERROR IN NOTES, DIMENSIONS, OR ADHERENCE TO APPLICABLE 511ILD1143 <br />CODES $HALL BE BROLWT TO THE ATTENTION OF THE DESIGNERS OFFICE FOR CORRECTION BEFORE <br />COMMENCEMENT OF ANY CONSTRICTION. <br />ANY KV15IONS OR CHANGES, NOT RELATED TO THE CORRECTION OF ERRORS THAT ARE MADE <br />AFTER THE FINAL PLANS HAVE 15M COMPLETED $WALL 13E 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 WALL NOT BE HELD RESPONSIBLE. <br />I <br />R=IWO <br />U = 131�0 <br />USP HTA20 <br />I <br />USP HTA20 <br />(INSTALLED TO <br />THIS SIDE OF <br />GIRDER <br />I <br />SIMPSON W10A 6 EA TRIM <br />0 13EAM (TYP) <br />mom. <br />Lj <br />_j <br />L3 <br />_j <br />HTA20 9 EA, TRM <br />& <br />U <br />MASONRY (TYP.) <br />—FiF <br />F- <br />_j <br />> <br />> <br />(U <br />(U <br />cu <br />CU <br />GIRDER <br />_J <br />------------------------------------------------------------ <br />t5 <br />USP HTA20 a EA TRIM <br />A <br />a MASONRY (TYP' <br />Iq <br />. <br />la <br />- <br />2/12 VAULT CLG,,_ 9'-4' CEILING <br />8'-0' CEILING <br />_J <br />_J <br />P <br />z <br />Ld <br />\Z <br />za <br />CD <br />8'-0' CEILING <br />9'-4' CEILING <br />8'-0' CEILING <br />8'-0' CEILING <br />U <br />C3 <br />W <br />UBP WTA20 a EA, TRIM <br />< <br />9'-4' <br />CEILING <br />a MASONRY (TYP) <br />C3 <br />AHtJ <br />CHASE <br />9'-4' CEILING <br />c I <br />U6P WTA20 <br />USP WTA20 51, (SIM. W/ USP RT16M <br />FR <br />_=4 13 0 ]40 <br />R 30bcJ* <br />ILO HGAM10) <br />1, <br />�u 16190 <br />U5P WTA20 <br />2x4 6YP 12 SCAB ATTACHED <br />SHEATHE ROOF <br />TO TOP CHORE) UY 10d NAILS <br />PRIOR TO OVER)=� <br />a (01 OL_ <br />x <br />LU <br />1,15P WTA20 0 EA. TRM <br />6 MASONRY (TYR) <br />USP RTA20 0 EA Tf U% <br />8'-0' CEILING <br />a MA50NRY (TYP) <br />5IMP50N HIOA a E� <br />0 BEAM (TYP) <br />(51M, V BEAM ILO 4 <br />FRAME WALL) 55 <br />131-41 �1-41 <br />31'-4' <br />20'-0' <br />304' <br />I <br />R 6620 <br />U 13150 <br />USP HTA20 <br />TRU55 FRAMING NOTE5 <br />USP NTA20 ALL CONNECTIONS PER U5P CATALOG (LATEST EDITION) - <br />(INSTALLED TO UND. CONTACT ENGINEER FOR ALTEIRNATE CONNECTIONS <br />THIS SIDE OF <br />GIRDEI;V <br />2. PRE-ENGINEERED WOOD TfZJS6E5 SPACED 6 24'O/C <br />TYPICAL, UNLE55 NOTED OTHERW15E <br />SEE FLOOR PLAN AND ELEVATIONS FOR ADDITIONAL ROOF <br />INFORMATION. <br />4 TRU65 TO TRJ55 ATTACHMENT PER TRU55 MANUFACTURER <br />UPLIFT VALUES SHOWN ARE CALCULATED BASED ON <br />CONSERVATIVE APPROACH AND CAN BE DIFFERENT FROM <br />TRUSS MANUFACTURER'S VALUES <br />IF THE CONTRACTOR, TRJ55 MANUFACTURER, OR OTHER DESIGN <br />PROFESSIONALS PEV15E THE SHOWN INFORMATION, DAN5CO <br />ENGINEERING, LLC 15 REQUIRED TO REVIEW ALL FINAL CONSTRUCTION <br />DOCUMENTS FOR COMPLIANCE WITH DE51GN INTENT PRIOR TO <br />COMMENCEMENT OF THE PROJECT. <br />DANSCO <br />ENGINEERING, LLC <br />P.O. BOX 3400 <br />Apollo Beach, FloOda 33572 <br />p. 813.645.0166 <br />f. 813.645.9698 <br />www.danscoengineeOng.com <br />CA 25948 <br />CD <br />C� <br />z lu-, <br />14 <br />CD <br />Zo <br />z <br />M <br />< <br />LU LL <br />z00 <br />z <br />W <br />Z LU <br />LU <br />C� <br />Mill! <br />V) <br />W <br />0 <br />< <br />W CL <br />W 0 <br />Uj <br />C) LU _j <br />0 LXU n <br />z < 0 <br />< "0 < <br />0 0 V) <br />,,0 (y) <br />04 0" <br />W 00 <br />W U LO <br />CV) CY) <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 VALID FOR 12 MONTHS <br />AFrER THE DATE IT IS SIGNED AND SEALED. <br />SIGNED AND SEALED FOR THE STRUCTURAL PORTION <br />OFTHIS DRAWING ONLY. <br />0 2079 LENNAR CORP.-THIS PLAN MAY NOT BE <br />REPRODUCED IN ANY MANNER WrrHOUrWR[TTEN <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 UNAUTHORIZED USE IS PROHIBITED. <br />REVISION: <br />DATE <br />DESCRIPTION <br />12.12.17 <br />6TH ED. (2017) FBC <br />1.00 <br />UPDATES <br />07.31.18 <br />1.01 ELEV. A TRUSS LAYOUT <br />REVISED <br />01.25.19 <br />1.02 BEARING WALL NOTE <br />CLARIFICATION <br />02.07.19 <br />1.03 USE SIMPSON H 1 OA ILO <br />USP RT1 6A <br />VERSION NOJ_Q� 102.07.19 <br />X. <br />CL_ <br />LU <br />Do <br />WW <br />52 <br />LU 0 z <br />LO 04 <br />"t <br />�N! V) <br />0 <br />LU LIJ M 10 <br />::E 00 <br />LU LU U <br />z �E Z) r-4 <br />Lj j <br />V) a . a- a <br />z <br />LU Ei m !kd <br />SHEET TITLE: <br />ROOF FRAMING PLAN <br />ELEVATION "B" <br />SHEET INFORMATION: <br />JOB NO.: 390221 <br />DATE ISSUED: 02.20.19 <br />DRAWN BY: JH <br />REVIEWED BY: TH <br />5B <br />1-0 <br />N <br />LO <br />C� <br />co <br />LO <br />r— <br />