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USP ONNEC'nON CHART <br />CONNECTION <br />CITY: <br />CONN. CAP°ACITYQbs) <br />FASTENERS" PER CONN. <br />HTA20 <br />1 <br />1870 <br />c-�-10d x 1 1/21 <br />1RT1 <br />1 <br />1160 <br />9-10d vI 1.t2' '8-10d <br />-Doublle r-onT r�s to be placed diagonally ICE each other. <br />' Do not Ltd nails through the truss plate on The opposlte s1de of the truss wfhich could fore 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 />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 5U5JECT 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 />o 7i <br />L' <br />oo <br />-N <br />LISP WTA20 0 EA TRUSSLi <br />e MASONRY ITYP.) <br />U <br />U <br />H <br />J <br />F- <br />(U <br />�I <br />CU <br />Cd <br />(U <br />GIRDER-- <br />J <br />Q <br />------------------------------------- --------- ----- -- <br />z <br />' —U$P HTA20 0 EA Trm5 <br />�_-9 MA5004RY (TYP) <br />z <br />o <br />I <br />I <br />I <br />8'-0' CEILING <br />� <br />9 4 ' '- M VAULT CLG, <br />CEILING <br />U <br />I <br />I <br />I <br />I <br />� <br />I <br />z <br />DROPPED FLAT TOPSOF <br />HIPS FOR FRAMING <br />a <br />(GIRDER NOT DROPPED) <br />Q <br />W <br />W <br />W <br />- <br />- <br />------' _—=---r=—_— <br />8'-0' CEILING <br />9'-4' CEILING <br />8'-0' CEILING <br />0 <br />Y <br />U <br />Q <br />W <br />L7 <br />r <br />N <br />— <br />8'-0' CEILING <br />I <br />USP HTA20 ® EA TRIM <br />® MASONRY (TYP.) <br />HU <br />CHASE <br />DROPPED FLAT TOPS <br />OF HIPS FOR FRAMING <br />(GIRDER N T ❑ P P F ) <br />1 <br />9'-4' FILING <br />cHE q <br />HE ROOF <br />[PRIOfTO <br />OVER BUILD� <br />O <br />R = 33440 <br />D <br />U : 11630 <br />55 <br />/ <br />USP HTA20 <br />GIRDER <br />-CMU WALL a 54' ALFf. <br />9'-4 <br />CEILING <br />USP WTA20 a EA TRUSS USP HTA20 s EA TRIM <br />- - ---- - -- -- - - --- — <br />e MASONRY (TYP.) MASONRY (TYP) <br />51-41 <br />29'-4' <br />DANSCO <br />ENGINEERING, LLC <br />P.O. BOX 3400 <br />e Apollo Beach, Florida 33572 <br />i p. 813.645.0166 <br />f. 813.645.9698 <br />www.danscoengineering.com <br />CA 25948 <br />I <br />O <br />O <br />N <br />Z LL1 <br />O � <br />o� <br />LI) <br />z <br />M <br />aNJ� <br />aWILL^ <br />z <br />o <br />zv~if— <br />W <br />z� <br />LU <br />J <br />O <br />O <br />t0 <br />LLJ <br />LU Q <br />�ICLQ <br />Q:Ew Q <br />LU -� II L <br />� <br />�/ O � � U LU <br />Q "q W X .J <br />w C) <br />Q`OQ` Q <br />U �'O <br />N Q o <br />LU U *_0 <br />M M <br /><< <br />�r <br />TO THE BEST OFTHE ENGINEER'S <br />KNOWLEDGE AND BELIEF, THE STRUCTURAL <br />v PLANS AND SPECIFICATIONS COMPLY WITH <br />T 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 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 />© 2018 LENNAR CORP.-THIS PLAN MAY NOT BE <br />REPRODUCED IN ANY MANNER WITHOUT WRITTEN <br />CONSENT FROM LENNAR CORPORATION. <br />0201 B-THESE DRAWINGS AND DESIGNS ARETHE <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 DESCRIPTION <br />12.12 17 1 00 6TH ED. 2 17) FBC <br />UPDATES <br />e <br />VERSION NO. 1.00 / 12.12.17 <br />Y. <br />1•�G°�g41 <br />Lu <br />co <br />ue <br />° <br />a'� <br />�r°fib <br />E�.uw rt.®P.1 <br />V^Y.'TjID <br />r�L� <br />R RMfN N® E5 <br />0 <br />LU t� <br />LU <br />ALL CONNECTIONS PER U5PC ATALOG (LATEST EDITION). <br />- <br />CONTACT ENGINEER FOR ALTERNATE CONNECTIONS <br />� w = <br />a LU <br />z <br />W <br />N Q N = N <br />PRE-ENGINEERED WOOD TRU55E5 SPACED 9 24' O/C <br />W w ; _ 00 <br />2 <br />TYPICAL, UNLESS NOTED OTHERWISE <br />z Q LL; = w <br />�a a: <br />3. <br />5EE FLOOR PLAN AND ELEVATIONS FOR ADDITIONAL ROOF <br />W ❑ �- <br />INFORMATION, <br />SHEET TITLE: <br />4 <br />TRU65 TO TRU55 ATTACHMENT PER TRU55 MANUFACTURER <br />ROOF FRAMING PLAN <br />ELEVATION "A" <br />UPLIFT VALUES SHOWN ARE CALCULATED BASED ON <br />SHEET INFORMATION: <br />CONSERVATIVE APPROACH AND CAN BE DIFFERENT FROM <br />JOB NO.: 380842 <br />TRUSS MANUFACTURER'S VALUES <br />DATE ISSUED: 06.25.18 <br />DRAWN BY: JH <br />IF THE CONTRACTOR, TRU55 MANUFACTURER, OR OTHER DESIGN <br />PROFE55IONAL5 REVISE THE SHOWN INFORMATION, DAN5CO <br />REVIEWED BY: TH <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 />5 A <br />