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0 <br />USP CONNECTION CHART <br />CONNECTION <br />QTY. <br />CONN. CAPACITY (lbs) <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 />18-10d x 1 1/2" <br />"Double connectors to be placed diagonally to eacn otner. <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 FROM THIS DES&M OFFICE SNAIL NOT RELIEVE TIE BUILDER OF <br />RESPONSIBILITY TO REVIEW AND VERFY ALL NOTES, DMENSIONS, AND ADHERENCE t0 APPLICABLE <br />BUILDWG CODES PRIOR TO COMMENCET'1ENT OF ANY CONSTRUCTION. <br />ANY DISCREPANCY OF ERROR IN NOTES, DIMENSIONS, OR ADHERENCE TO APPLICABLE BUILDING <br />CODES SHALL. BE BROUGHT t0 THE ATTENTION OF THE DESIGNERS OFFICE FOR CORRECTION BEFORE <br />COMMEN S ENT 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 COMPL.M WALL BE SUBJECT TO ADDITIONAL FEES. <br />F ANY MODIFICATIONS ARE MADE TO THESE PLANS BY ANY OTHER PARTY OTHER THAN THE <br />DESOM OFFICE, THE DESrAR SHALL NOT BE HELD RESPONSIBL.E. <br />R=bb? <br />USP WTA20 <br />USP WTA20 <br />(INSTALLED TO <br />THIS SIDE OF <br />GIRDER <br />JLO <br />J <br />USP WTA20 + EA TRUSS <br />+ MASONRY (TYP) <br />U <br />U <br />CU <br />cu <br />(U <br />LL— <br />(U <br />GIRDER J <br />a <br />----------------------------------------------------------I <br />USP NTA20 + FA TRUSS <br />a <br />• MASm (TYP) <br />Z <br />I <br />I <br />o <br />I <br />BD <br />8'-0' CEILING <br />9'-4' CEILING i .2/12 VAULT CLG. <br />6 <br />t6 <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />o <br />Z <br />a <br />1 <br />I <br />3 <br />oWo <br />z <br />0 <br />CD <br />8'-0' CEILING <br />9'-4' CEILING <br />8'-0' CEILING <br />Ta <br />8'-0' CEILING <br />a <br />]C <br />W <br />FY <br />+ <br />aMMAS NRY (TY <br />9'-4' CEILING <br />a <br />w <br />HU <br />m <br />CHASE <br />H <br />gG <br />9'-4' CEILING <br />a <br />3 <br />_ <br />Li <br />0 <br />I <br />USP WTA20 <br />R = 3069� <br />M D <br />W/ USP RI7bLISP WTA20 <br />R = 480401(SIM, <br />U = 1066� <br />U = 1619� <br />ILO WSW) <br />2x4 SYP 12 SCAB ATTACHED <br />USP WTA20 <br />SHEATHE ROOF <br />t0 TOP CHORD W/ 10d NAILS <br />Is 6' ? <br />PRIOR TO OVE75UILD <br />0 <br />D <br />55 <br />it <br />USP HT40 is EA TRUSS <br />+ MASONRY (TYP-) r <br />USP NTA20 + EA TRUSS <br />+ MASONRY (TYP) <br />a <br />8'-0' CEILING <br />HIOA + EA TRA <br />?RllSS 5 <br />ROOF FRAMING PLAN 111311 +BEAM <br />I SCALE: 1/4'=1'-0' <br />4 (SK Uy BEAM ILO <br />55 ME FOWALL) <br />13'-4' <br />01 <br />I <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.donscoengineering.com <br />CA 25948 <br />R = IW& <br />U <br />a° <br />Z <br />USP NTA20 <br />zaLn <br />Z <br />�bagM <br />a dF00 <br />ZH <br />Wz3 <br />J <br />O <br />LU <br />0e m <br />Z LU <br />O <br />Q :�i W V)_ <br />LU _I — J <br />O I U aol <br />C LU LU <br />L J <br />ZQ`CID <br />m <br />De <br />Q <br />O <br />O Q <br />U •o <br />L0 <br />W N <br />U c� <br />No <br />e <br />::E M <br />Q <br />TO THE BEST OF THE ENGINEERS <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 (VGsd-108MPH), 3 SEC. GUST, <br />EXPOSURE "C" ENCLOSED (INTERNAL <br />PRESSURE COEFFICIENT = s0.18) 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 />® 2019 LENNAR CORP.-THIS PLAN MAY NOT BE <br />REPRODUCED IN ANY MANNER WRHOUT WRITTEN <br />CONSENT FROM LENNAR CORPORATION. <br />02019-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 PROHORED. <br />REVISION: <br />DATE DESCRIPTION <br />12.12.17 1.00 UPDATES <br />07.31.18 1.01 ELEV. A TRUSS LAYOUT <br />L RUE— <br />01.25.19 1.02 BEARI A <br />02.07.19 1.03 <br />,:e9444RkA2dY,�.:,. <br />VE AI NV! 1. ; 4 02.07.19 <br />,r <br />A <br />P <br />���RBJ07GiAL4'B� " <br />c� <br />c. V <br />f.� <br />C= <br />N <br />TRU55 FRAMING NOTE5 <br />� <br />ALL CONNECTIONS PER USP CATALOG (LATEST EDITION) - <br />U.N.O. CONTACT ENGINEER FOR ALTERNATE CONNECTIONS <br />O O <br />z <br />Q U _ o <br />USP RTA20 <br />(INSTALLED TO <br />LU 5 Z 3: <br />tH15 SIDE OF <br />y Q v = Cq g CN <br />GIRDER) <br />PRE-ENGINEERED WOOD TRUSSES SPACED a 24' O/C <br />2 <br />LU w cA _ 10 } 00 <br />• TYPICAL, UNLESS NOTED OTHERWISE <br />Z a w = W L W <br />A � I— d: a- a: <br />3• SEE FLOOR PLAN AND ELEVATIONS FOR ADDITIONAL ROOF <br />W ❑ ❑ <br />INFORMATION. <br />SHEET TITLE: <br />TRUSS TO TRUSS ATTACNMT PER TRUSS MANUFACTURER <br />�,• <br />ROOF FRAMING PLAN <br />ELEVATION "B" <br />UPLIFT VALUES 51-10% ARE CALCULATED BASED ON <br />SHEET INFORMATION: <br />CONSERVATIVE APPROACH AND CAN BE DIFFERENT FROM <br />JOB NO.: 390446 <br />TRUSS MANUFACTURER'S VALUES <br />DATE ISSUED: 04.04.19 <br />1� <br />Ilk <br />F TINE CONTRACTOR, TRUSS MANUFACnM OR OTHER DESIGN <br />DRAWN BY: JH <br />SIMPSON HIOA' <br />EA TRUSS PROFESSIONALS REVISE TEE SHOIUN NFOR ATION, DANSCO <br />REVIEWED BY: TH <br />+ BEAM (TYP) <br />ENGINEERING, LLC 15 REQUIRED TO REVIEW ALL FINAL CONSTRUCTION <br />DOOAVS FOR COMPLIANCE WITH DESIGN INTENT PRIOR TO <br />CO tENCEMENT CF THE PROJECT. <br />5 B <br />