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I II _. -- I 1-- 11 <br />USPI CONNECl1ON CHART <br />CONNECTION <br />OTY. <br />CONN. CAPACITY(Ibs) <br />FASTENERS" PER CONN. <br />HTA20 <br />1 <br />1870 <br />9-10d x 1 1/2' <br />RT16A <br />1 <br />1160 <br />9-10d x 1 1/21' & 8-10d <br />-DOUNe connectors to w placea diagonally to each otner. <br />**Do not driue nails through 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 />RESF'ON5181LITY 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 BROI1CiHT TO THE ATTENTION OF THE DEWER5 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 SIZ ECT TO ADDITIONAL FEES. <br />IF ANY MODIFICATIONS ARE MADE TO THESE PLANS BY ANY OTHER PARTY OTHER THAN THE <br />DESIGNERS OFFICE, THE DES& ER SHALL NOT BE HELP RESPONSIBLE <br />�m <br />USP HTA20 0 EA TRU55 <br />U <br />U <br />MASONRY(TYP) <br />H <br />H <br />0 <br />< <br />> <br />r <br />u = 1315� <br />(tJ <br />CU <br />— — <br />USP HTA20 <br />N <br />N <br />L <br />GIRDER �' <br />R = 6680 <br />a j " <br />--------------------------------- <br />3 <br />U=13150 <br />/ --- <br />USP HTA20 9 EA TRUSS <br />uSP HTA20 <br />o MASONRY (TYP) <br />w <br />/ <br />I <br />I <br />o <br />� <br />2112 VAULT CLG. 9'-4' CEILING <br />8'--0' CEILING <br />I <br />I <br />I <br />I <br />-----1�-� ---- - -- <br />DROPPED FLATTOPS � <br />❑F HIPS FOR FRAMING <br />a <br />(GIRDER NOT DROPPED) <br />3--- <br />o <br />w <br />w <br />a <br />0 <br />ao <br />8'-0' CEILING <br />9'-4' CEILING <br />8'-0' CEILING <br />w <br />U <br />as <br />SP HTA20 o EA TR W <br />Fle <br />MASONRY (TYP) <br />Atli <br />CH <br />S. <br />DROPPED FLAT TOPS —� <br />OF HIPS FOR FRAMING <br />(GIRDER NaL--Da=ED) <br />6 <br />J <br />U <br />3 <br />9'-4' ILING <br />SHEATHE <br />PRIOR <br />TO OVER <br />ILD <br />0 <br />I <br />m <br />R = 3925� R = 32450 <br />U=1340+' U=1121" <br />USP WTA20 .� 1,15P WTA20 <br />GIRDER <br />CAN WALL a 91 <br />9'-4' CEILING <br />� <br />e <br />13'-4' (545 <br />5'-4' <br />115P WTA20 o EA TRUSS <br />s MASONRY (TYP) <br />TIN(.. FLAN 11A1I <br />SCALE: 1/4' = I'-0' <br />31'-4' <br />29'-4' <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.donscoenginee6ng.com <br />CA 25948 <br />i <br />O <br />O <br />cV <br />Z liJ <br />o^ <br />M %0 <br />Z< <br />a.W U- n <br />Z <br />Fa-�'a r� <br /><t�00 <br />z�nFQ- <br />W <br />WUj <br />J <br />O <br />r� <br />w <br />z <br />Q <br />c�=0 <br />�< <br />Q <br />J <br />'CL <br />W <br />Q <br />w <br />W <br />O <br />—I --- <br />—U <br />OL <br />Q <br />LU X <br />LU <br />—1Z <br />w <br />I <br />< <br />C) <br />U_ <br />O <br />�o <br />V <br />(y) <br />N <br />Q <br />0. <br />w <br />U <br />M <br />S <br />M <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 (Vasil=108MPHI, 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 />OF THIS DRAWING ONLY. _- <br />® 2018 LENNAR CORP.-Ti PLAN MAY NOT BE <br />REPRODUCED IN ANY MANNER WITHOUT WRITTEN <br />CONSENT FROM LENNAR CORPORATION. <br />® 2018-THESE DRAWINGS AND DESIGNS ARE THE <br />JOINT PROPERTY OF DANSCO ENGINEERING, LLC AND <br />THE CUENT ON THIS PROJECT. ANY REPRODUCTION <br />OR UNAUTHORIZED USE IS PRUHIBRED. <br />_ REVISION: <br />DATE DESCRIPTION <br />—6 T D.(20171 FB <br />12.12.17 1.00 UPDATES <br />07.31.18 1.01 ELEV�S LAYOUT— <br />VERSION NO. 1.01 / 07.31.18 <br />V <br />i�1�55 �i�TMIN N0��5 <br />CV <br />ALL CONNECTIONS PER USP CATALOG (LATEST EDITION). <br />1 <br />CONTACT ENGINEER FOR ALTERNATE CONNECTIONS <br />w `— J <br />a <br />W <br />w <br />� z <br />I <br />Y <br />¢CN <br />2 <br />PRE-ENGINEERED WOOD TRUSSES SPACED g 24' 0/C <br />Uj <br />U r .m CD <br />TYPICAL, UNLESS NOTED OTHERWISE <br />z <br />a w = w <br />W <br />- <br />❑ <br />- <br />3 <br />SEE FLOOR PLAN AND ELEVATIONS FOR ADDITIONAL ROOF <br />INFORMATION. <br />—- - <br />SHEET TITLE: <br />TRUSS TO TRUSS ATTACHMENT PER TRUSS MANUFACTURER <br />ROOF FRAMING PLAN <br />ELEVATION "A" <br />(TYP) UPLIFT VALUES SHOWN ARE CALCULATED BASED ON <br />a MAS5ONRY 0 � EA � CONSERVATIVE APPROACH AND CAN BE DIFFERENT FROM <br />MTRUSS MANUFACTURER'S VALUES <br />- -- ----- - -- -- -- ---- - IF THE CONTRACTOR, TRUSS MANUFACTURER, OR OTHER DESIGN <br />PROFESSIONALS REVISE THE SHOWN INFORMATION, DANSCO <br />ENGINEERING, LLC IS REQUIRED TO REVIEW ALL FINAL CONSTRUCTION <br />DOCUMENTS FOR COMPLIANCE WITH DESIGN INTENT PRIOR TO <br />COMMENCEMENT of THE PROJECT. <br />SHEET INFORMATION: <br />JOB NO.: 381320 <br />DATE ISSUED: 10.09.18 <br />DRAWN BY: JH <br />REVIEWED BY: TH <br />5A <br />