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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 />18-1Od 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 />ISSUANCE OF PLANS RiUM THIS DESIC#ERS OFFICE SHAD. NOT RELIEVE THE i3111LDER OF <br />REEF LITY TO RE1/1EW AND VERIFY ALL NOTES, DIMENSIONS, AND ADHERENCE TO APPLICABLE <br />BUILM CODES PRIOR TO C IENCENE1'1T OF ANY CONSTRUCTION, <br />ANY DISCREPANCY OF ERROR IN NOTES, DKOONS, OR ADHERENCE TO APPLICABLE BUILDWs <br />CODES SHALL BE BROIICiIT TO THE ATTENTION OF THE DESIGN136 OFFICE FOR CORRECTION BEFORE <br />C 194CpW OF ANY CONSTRUCTM <br />ANY REVISIONS OR CHAJWS, NOT RELATED TO THE CORRECTION OF ERRORS THAT ART: MADE <br />AFTER THE FINAL PLANS HAVE BSI Cd'PLETED SHALL BE SUBJECT TO ADDITIONAL FEES. <br />IF ANT' MODIFICATIONS ARE MADE TO THESE PLANS BY ANY OTHER PART' OTHER THAN THE <br />DEWERS OMCE, THE DESM SHAD. NOT BE HELD RESPONSKE, <br />R = 6620 <br />U = 13158 <br />USP HTA20 <br />USP NTA20 <br />(INSTALLED TO <br />THIS SIDE OF <br />GIRDER <br />J "/ " <br />OAAM <br />FAA <br />Nag <br />1 <br />I���I�1 <br />1 <br />I��I�II <br />1 <br />It <br />II <br />1 <br />I - <br />I <br />I <br />mil <br />1 <br />9'-4' CEILING <br />III <br />1 <br />III <br />IW3= <br />TO TOP GM UY 10d NAILS <br />�1111�1111�111I�1 <br />7A <br />PAN" <br />�I <br />� �111=��lIII <br />8'-0' CEILING <br />oil <br />R=19& <br />U = 131M <br />USP RTA20 <br />r- <br />v <br />r <br />a <br />USP WA20 <br />(INSTALLED TO <br />TINS SIDE OF <br />TRU55 FRAMING NOTES <br />ALL COMECTIONS PER USP CATALOG (LATEST EDITION) - <br />W. CONTACT ENGINEER FOR ALTERNATE COMECTIONS <br />2. IPRE-ENGINEERED WOOD TRINES SPACED * 24' 0/C <br />TYPICAL, WLE56 NOW OTHERWISE <br />3 I SEE FLOOR PLAN AND ELEVATIONS FOR ADDITIONAL ROOF <br />INFORIATION. <br />�. UPLIFT VALLES SHOUlrI ARE CALCULATED BASED ON <br />CONSERVATIVE APPROACH AND CAN BE DFFERENT FROM <br />TRUSS MANIFACTMS VALLES <br />W HIlOA FA TRUSS IF TI$ CONTRACTOR, TRUSS MANIFACTI.M OR OTHER DESKN <br />SM IPSON <br />5 BEAM A PROFESSIONALS REVISE THE SHOU�I INPORUTION, DANSCO <br />ENGINEERING, LLC IS REQUIRED TO REVIEW ALL FINAL CONSTRUCTION <br />DOCMWS FOR COMPLIANCE WITH DEW INTENT PRIOR TO <br />CatUCEMENT OF THE PROJECT. <br />I <br />DANSCO <br />ENGINEERING, LLC <br />P.O. BOX 3400 <br />Apollo Beach, Flodda 33572 <br />p.813.645.0166 <br />f. 813.645.9698 <br />www.donscoenginsedng.com <br />CA 25948 <br />g <br />H <br />zo�r <br />a <br />E^ <br />a s- Ln <br />F-' <br />Z <br />00 <br />ju�ri <br />00 <br />W <br />Z3 <br />J <br />w <br />m ITJ <br />C LU <br />-, o <br />�CQ V) <br /><C V) <br />W <br />LLJ J <br />w0�� o0 <br />LU <br />0 U j .J <br />Z� Q L1J m <br />QQ 0 <br />U� U <br />Cie 04 <br />N <br />LLLJ U M <br />M <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 (VOSd=108MPH), 3 SEC. GUST, <br />EXPOSURE-C- ENCLOSED (INTERNAL <br />PRESSURE COEFFICIENT=10.18) WIND ZONE <br />THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS <br />AFTER THE DATE R IS SIGHED AND SEALED. <br />SIGNED AND SEALED FOR THE STRUCTURAL PORTION <br />OF THIS DRAWING ONLY. <br />0 2019 LENNAR COIF: THIS PLAN MAY NOT BE <br />REPRODUCED IN ANY MANNER WRHOUT WRITTEN <br />CONSENT FROM LENNAR CORPORATION. <br />02D19-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 />1.OD 6T <br />HUPDATQ <br />07.31.18 <br />A <br />1.01 REVISED <br />01.25.19 <br />LL NOTE <br />1.02 B IN A <br />02.07.19 <br />1.03 A <br />VERSION N 1t n(�3 / 02.07.19 <br />'�,von�lligism ... <br />� ���pro <br />aw9w'�� <br />N <br />�L• • T- <br />•z <br />a i.. <br />Lu <br />o '0 <br />07,•.> z ��.•�.. <br />Gj ww <br />. <br />®4r�� • <br />� • �� ww <br />Per O��p <br />ms���i�a,nrr <br />(V - <br />In <br />C= <br />r1le-0 <br />cL <br />-~ O <br />LL NZ <br />Co J <br />w O <br />('Q 3 U <br />W O r 3 <br />H Q=N <br />N <br />W 2# * * <br />Lam <br />Z <br />Q La = LLl - LLI <br />W ❑ ❑ <br />SHEET TITLE: <br />ROOF FRAMING PLAN <br />ELEVATION "B" <br />SHEET INFORMATION: <br />JOB NO.: 390441 <br />DATE ISSUED: 04.04.19 <br />DRAWN BY: JH <br />REVIEWED BY: TH <br />5B <br />Lo <br />�O <br />W <br />O <br />1 <br />CV <br />1 <br />00 <br />CV <br />LO <br />r— <br />