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U P CONNECTON CHART <br />COMECTION <br />QTY. <br />CONN. C;AP C]ITY'Pbs) <br />FASTENERS" PER <CONK <br />HTA20 <br />1 <br />1870 <br />9- 0d x 11/Z <br />RT18A <br />1 <br />1160 <br />Q-18d x I t'Z' 8-10 <br />kDouble connectors to be pied diagonally to each otter. <br />not drime, nafts thfolagh the truss ptateon the opposite side of the truss vu1' ich could force the plate <br />off the tom- <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 />v <br />USP RrIbA ® EA. TRUSS <br />e BEAM (TYP) <br />I.4 o <br />0 <br />L7 <br />Y <br />USP HTA20 EA� <br />U <br />U <br />e MASONRY (TYP) <br />J <br />J <br />Q <br />Q <br />(U <br />N <br />— <br />CU <br />N <br />� <br />L <br />GIRDER /� ------ <br />------------------------------------------- <br />3 <br />d <br />USP HTA20 is EA TRUSS <br />e MASONRY (TYP) <br />I <br />o <br />m <br />— <br />2/12 VAULT CLG,_ 9'-4' CEILING <br />8'-0' CEILING <br />I <br />I <br />I �L <br />I <br />I � <br />O <br />I <br />I <br />I <br />� <br />d <br />3 <br />a <br />d <br />W <br />RI <br />\ <br />o <br />I <br />8'-0' CEILING <br />9'-4' CEILING <br />8'--0' CEII_ING�-- <br />-- <br />A <br />W <br />A <br />8'-0" CEILING <br />Q <br />� <br />P7 <br />9'-4" CEILING <br />13 <br />�' <br />U5P WTA20 f EA, TRUSS <br />e MASONRY (TYP) <br />AHIJ <br />N <br />CH <br />SE <br />9'-4' CEILING <br />U <br />Z <br />H <br />� <br />W <br />� <br />O <br />Z <br />� <br />Z <br />c <br />OD <br />USP WTA20 <br />D (SIM. W/ U5P RTIbM <br />uSP HrA2m 55 <br />: 3W" <br />R 3 <br />ILO HGAM10) <br />U : 10430 <br />usP WTA20 <br />SI-IEarNE RooF <br />PRIOR TO OVER BUILD <br />GIRDER <br />LLL <br />D <br />N <br />L urazm gg Ea <br />r a MASONRY (M <br />USP HTA20 g EA. TIt <br />8'-0' CEILING <br />e MASONRY (TYP.) <br />USP RTIbA a EA S <br />Il II <br />e BEAM (TYP.) OF FRAM f N PLAN <br />(SIM. W/ BEAM ILO 4 <br />FRAME WALL) 55 <br />13'-4' 5'-4' <br />31'-41 -------___-- _ <br />20'-0' <br />30'-01------------ ----- <br />TRU55 FRAMING NOT 5 <br />ALL CONNECTIONS PER U5P CATALOG (LATEST EDITION). <br />CONTACT ENGINEER FOR ALTERNATE CONNECTIONS <br />2 PRE-ENGINEERED WOOD M55E5 SPACED 6 24' O/C <br />TYPICAL, UNLE55 NOTED OTHERW15E <br />SEE FLOOR PLAN AND ELEVATIONS FOR ADDITIONAL ROOF <br />INFORMATION. <br />TRU55 TO TRU55 ATTACHMENT PER TRUSS MANUFACTURER <br />UPLIFT VALUES SHOWN ARE CALCULATED 5A5ED ON <br />CONSERVATIVE APPROACH AND CAN RE DIFFERENT FROM <br />TRUSS MANUFACTURER'S VALUES <br />IF THE CONTRACTOR, TRUSS MANUFACTURER, OR OTHER DE51GN <br />PROFESSIONALS REV15E 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 />�alcn <br />>tI��11I <br />y y3� 3 <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.da nscoengineering.com <br />CA 25948 <br />rXo <br />0 <br />N <br />z w <br />In <br />O5^ <br />o^ <br />Q re)T <br />tun) <br />L- <br />z <br />FQ-°-nQ.r� <br /><¢ o <br />z t; F' <br />W <br />W <br />ZLU <br />J <br />O <br />o <br />t� <br />d' <br />W <br />LL m <br />W z Q <br />� — <br />/�0 <br />Lim Q <br />Q <br />W <br />O W U <br />W <br />Q � � J <br />0L1rhJ <br />w <br />I Z"00, <br />Q <br />0< <br />UV) <br />N Q � <br />L U C) <br />M LO <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 = i0.18) 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 DRAWING ONLY. <br />© 2018 LENNAR CORP.-THIS PLAN MAY NOT BE <br />REPRODUCED IN ANY MANNER WITHOUT WRITTEN <br />CONSENT FROM LEN NAR CORPORATION. <br />02018-TH ESE 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 />1.00 6TH ED. 2017) FBC <br />UPDATES <br />VERSION NO. 1.00 / 12.12.17 <br />J/j <br />/f4/ <br />i L <br />TJ <br />LLJ �CD�». cc a <br />0. <br />z Ir <br />F, <br />e <br />¢• r� GO <br />J <br />h0 <br />OC1-j <br />mz <br />z <br />ULJa `U� <br />z <br />W <br />h Q � N <br />W w� _10 <br />W �* �* <br />z 12w <br />w <br />E �n: <br />(�� <br />W ❑ <br />L19 <br />SHEET TITLE: <br />ROOF FRAMING PLAN <br />ELEVATION "B" <br />SHEET INFORMATION: <br />JOB NO.: 380843 <br />DATE ISSUED: 06.25.18 <br />DRAWN BY: JH <br />REVIEWED BY: TH <br />5B <br />u <br />C <br />r <br />Lj <br />C <br />V <br />r <br />C <br />4 <br />I <br />7 <br />