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I I'll I � 1 —1-11H I I <br />,S) <br />USP CONNEC-nON CHART <br />CONNECTION <br />QTY. <br />C ON N. C APAC ITY 1:1 bs) <br />FA S TEN ER S ** PER CON N. <br />HTA20- <br />1 <br />1870 <br />9-1 od x 1 112" <br />RT16A <br />1 <br />1160 <br />-9- 1 Od x 1 1.1,21" L& 8-10d <br />'Double connectors to be placed diagonally to each Gt.her., <br />"Do not drive nails thfough the truss plate on the opposite side of the truss which could force the plate <br />off the truss.. <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 />BUILDIING CODE6 PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION. <br />ANY 015CREPANCY OF ERROR IN NOTES, DIMENSIONS, OR ADHEI;ZENCE TO APPLICABLE BUILDIWS <br />CODES SHALL BE BROUGHT TO THE ATTENTION OF THE DESIGNERS OFFICE FOR CORRECTION BEFORE <br />COMMENCEMENT OF ANY CONSTRUCTION, <br />ANY REV15IONS OR C14AWSE5, NOT RELATED TO THE CORIeCTION OF ERROR5 T14AT AIRE MADE <br />AFTER THE FINAL PLANS HAVE BEEN COMPLETED 5WALL BE SUBJECT TO ADDITIONAL FEES. <br />IF ANY MODIFICATION$ ARE MADE TO THESE PLANS BY ANY OTHER PARTY OTHER THAN THE <br />DESIGNERS OFFICE, THE DE51GNER $HALL NOT BE HELD RESPONSIBLE. <br />I <br />m, <br />R 6620 <br />U 13150 <br />U5P WTA20 <br />U6F` HTA20 <br />(INSTALLED TO <br />THIS SIDE OF <br />GIRDER <br />WOW <br />ILD <br />-j <br />LD <br />-j <br />U6P WTA20 6 EA TR1;% <br />e MASONRY (TYP) <br />U <br />U <br />F- <br />F- <br />(U <br />0i <br />Cd <br />CU <br />GIWER <br />---------------------------------------------------------- <br />U5P WTA20 a EA TRU66 <br />!P", <br />19 MASONRY (TYP) <br />z <br />ca <br />00 <br />C1 <br />8'-0' CEILING <br />9'-4' CEILING VAULT CLG,— <br />,.2/12 <br />z <br />�j <br />-j <br />z <br />Pq <br />8'-0' CEILING <br />9'-4' CEILING <br />8'-0' CEILING <br />ILL! <br />oe <br />8'-0' CEILING <br />m <br />Uj <br />m <br />C3 <br />X <br />U6P HTA20 a EA TRIM <br />9 MASONRY (TYP) <br />9'-4' CEILING <br />U <br />< <br />-Z <br />Cl-lii�SE <br />9'-4' CEILING <br />-4 <br />L3 <br />4 <br />-9 <br />F- <br />4 <br />c I D <br />OD <br />U5P WTA20 <br />R 30690] <br />IR <br />4W40 <br />(SIM. 1111 USP RTV6M Z. )I <br />U6P HTA'0 <br />-F <br />10�(0(00 <br />I <br />U 16190 <br />ILO HGAM10) <br />4 1 A <br />2x4 SYP 112 5CA13 ATTACHED <br />USP HTA20 - <br />SHEATHE ROOF <br />TO TOP CHM 1111 10d NAILS <br />61 O.C. STg;%RP, <br />PRI OR TO OVER BUILD <br />7- <br />M/Z <br />U16P RTA20 a EA TRM AV <br />a MASONRY (TYP-) <br />USP HTA20 11 EA TRUSS <br />f MASONRY (TYR) <br />8'-0' CEILING <br />RT16A is EA TRU55 <br />0 BEAM (TYR) <br />4 (SIM. W1 BEAM ILO <br />(k <br />65 FRAME WALL) <br />31'-4' <br />131-41 <br />301-01 <br />204' <br />J .1 <br />R 19800 <br />U 1350 <br />USP WTA20 <br />I <br />I <br />a <br />USP RTA20 <br />(INSTALLED TO <br />THIS SIDE OF <br />GIRDER) <br />TRU55 FRAMING NOTE5 <br />ALL CONNECTIONS PER U5P CATALOG (LATEST EDITION). <br />CONTACT ENGINEER FOR ALTEFNATE CONNECTIONS <br />2. �PRE-ENGINEERED WOOD TRUSSES SPACED 6 24'O/C <br />TYPICAL, UNLE55 NOTED OTHEW15E <br />SEE FLOOR PLAN AND ELEVATIONS FOR ADDITIONAL ROOF <br />INFORMATION. <br />4 TRU65 TO TRU56 ATTACHMENT PER TRUSS MANUFACTURER <br />UPLIFT VALUES SHOWN ARE CALCULATED EASED ON <br />CONSERVATIVE APPROACH AND CAN 5E DIFFERENT FROM <br />TRU55 MANUFACTURER'S VALUES <br />" 1� IF THE CONTRACTOR, TRU66 MANUFACTURER, OR OTHER DESIGN <br />U5P RT16A 0 EA TRU56 PROFESSIONALS REV15E THE SHOWN INFORMATION, IDAN6CO <br />0 BEAM (TYP) ENGINEERING, LLC 15 REQUIRED TO REVIEW ALL FINAL CONSTRUCTION <br />DOCUMENTS FOR COMPLIANCE WITH DESIGN INTENT PRIOR TO <br />COMMENCEMENT C7 THE PROJECT. <br />.. . .. . . . . .. . <br />DANSCO <br />ENGINEERING, LLC <br />P.O. BOX 3400 <br />Apollo Beach, Flo�cla 33572 <br />p. 813.645.0166 <br />f. 813.645.9698 <br />www.danscoengineering.com <br />CA 25948 <br />C:) <br />C:) <br />Lu <br />zF.: <br />52 <br />z <br />V) M 'Po- <br />< <br />tun) <br />CL LU ILL Nr <br />z< <br />00 <br />WZ <br />z <br />LU <br />LU <br />C:) <br />LU <br />LU <br />0 <br />< <br />> <br />LLJ CL <br />LU <br />0�� 0 — C) <br />C) LU <br />Lu —j <br />(D LXLJ C) <br />z < Q <br />< < <br />V) <br />u W <br />ly 0�1 <br />< 00 <br />LU C) LO <br />CY) (y) <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=1 08MPH), 3 SEC. GUST, <br />EXPOSURE "C" ENCLOSED (INTERNAL <br />PRESSURE COEFFICIENT = ±0.1 8) WIND ZONE <br />THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS <br />AFTER THE DATE IT IS SIGNED AND SEALED. <br />SIGNED AND S EALED FOR THE STRUCTURAL PORTION <br />OFTHIS DRAWINGONLY. <br />0 2019 LENNAR CORP.-THIS PLAN MAY NOT BE <br />REPRODUCED IN ANY MANNER WITHOUT WRITTEN <br />CONSENT FROM LENNAR CORPORATION. <br />@2DI 9-THESE DRAWINGS AND DESIGNS ARETHE <br />JOINT PROPERTY OF DANSCO ENGINEERING, LUC 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 />ELEV. A TRUSS LAYOUT <br />1.01 REVISED <br />i — <br />VERSION NO. 1.01 07.31.18 <br />�7, <br />j <br />J� <br />C= <br />cc <br />wq— <br />LLJ <br />LU Z <br />Z3 <br />L') > C <br />4- 04 <br />4- CD <br />LU Lli m 10 <br />LU =) * * <br />z 5- <br />Uj Uj <br />z <br />Uj LNI <br />SHEET TITLE: <br />ROOF FRAMING PLAN <br />ELEVATION "B" <br />SHEET INFORMATION: <br />JOB NO.: 390079 <br />DATE ISSUED: 01.16.19 <br />DRAWN BY: JH <br />REVIEWED BY: TH <br />5B <br />L <br />L <br />r <br />Nis <br />0 <br />0 <br />0 <br />