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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 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 FROM THIS DESIGNERS OFFICE SHALL NOT IRELIEVE 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 />R = bb2" <br />U = 13150 <br />USP WTA20 <br />USP WTA20 <br />(INSTALLED TO <br />THIS SIDE OF <br />GIRDER <br />0 o <br />J <br />J <br />USP RTA20 0 EA TRUSS <br />e MASONRY (TYP) <br />U <br />U <br />J <br />J <br />(U <br />(U <br />CU <br />(U <br />J <br />L <br />GIRDER J <br />J <br />----------------------------------------------------------- <br />USP HTA20 s EA TRUSS <br />e MASONRY (TYPJ <br />z <br />I <br />I <br />o <br />ao <br />I <br />I <br />I <br />8'-0' CEILING <br />9'-4' CEILING I 2/12 VAULT CLG, <br />Z� <br />o <br />I <br />U <br />I <br />I <br />I <br />7H <br />I <br />0 <br />z <br />J <br />J <br />I <br />I <br />a <br />3 <br />I <br />19 <br />z <br />a <br />w <br />w <br />z <br />\Z <br />0 <br />I <br />ao <br />8'-0' CEILING <br />9'-4' CEILING <br />8'-0' CEILING <br />ca <br />w <br />1 <br />8'-0' CEILING <br />a <br />w <br />w <br />� <br />y <br />USP HtA20 a EA TRIM <br />MASONRY (TYP) <br />9'-4' CEILING <br />w <br />HU <br />CHASE <br />y <br />A <br />9'-4' CEILING <br />U <br />3 <br />1, <br />z <br />� <br />ww <br />z <br />z <br />0 <br />co <br />USP WTA20 <br />R = 30b' <br />(SIM. W/ USP RT16M D <br />SS USP HTA20 <br />R <br />U = 1066� <br />U �I(OIC30 <br />ILO HCxAMlO) <br />2x4 SYF 12 SCAB ATTACHED <br />USP HTA20 <br />SHEATHE ROOF <br />TO TOP CHORD W/ 10d NAILS <br />e 6O.C. ST <br />PRIOR TO OVER BUILD <br />W <br />Q <br />D <br />55 <br />N <br />USP WTA20 a EA TRU55 e <br />e MA50NRY (TYP.) T <br />USP WTA20 a EA TRUSS <br />e MA50NRY (TYP) <br />e <br />8'-0' CEILING <br />SI HIOA a EA TRUSS <br />00 AM INCH FLAN u u a BEAM (TYP) <br />I SCALP: 1/4'=1'-0' <br />4 (SIM. W/ BEAM ILO <br />S5 <br />FRAME WALL) <br />31'-4' <br />5'-4' I3'-4' <br />30'-0' <br />01 204' <br />R = 19W <br />U = 13150 <br />USP WTA20 <br />T <br />0 <br />USP HTA20 <br />(INSTALLED TO <br />THIS SIDE OF <br />GIRDER) <br />TRU55 FRAMING NOTE5 <br />ALL CONNECTIONS PER U5P CATALOG (LATEST EDITION) - <br />UND. CONTACT ENGINEER FOR ALTEI;NATE CONNECTIONS <br />2, PRE-ENGINEERED WOOD TRU55E5 SPACED 0 24' O/C <br />TYPICAL, UNLE55 NOTED OTHERWISE <br />3. SEE FLOOR PLAN AND ELEVATIONS FOR ADDITIONAL ROOF <br />INFORMATION, <br />N <br />4, TRUSS TO TRUSS ATTACNh1ENT PER TRUSS MANI,FACTUI�R <br />. UPLIFT VALUES SHOWN ARE CALCULATED BASED ON <br />CONSERVATIVE APPROACH AND CAN BE DIFFERENT FROM <br />TRUSS MANIFACTURER'5 VALUES <br />HI'VA <br />IF THE CONTRACTOR, TRU55 MANUFACTURER, OR OTHER DESIGN <br />9 BEAM TYP a EA TRUSS PROFE6510445 REVISE THE 5HOW14 INFORMATION, DAN5C0 <br />e BEAM ITYPJ ENGINEERING, LLC 15 REQUIRED TO REVIEW ALL FINAL CONSTRUCTION <br />DOCUMENTS FOR COMPLIANCE WITH DESIGN INTENT PRIOR TO <br />COMMENCEMENT OF THE PROJECT. <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.danscoengineenng.com <br />CA 25948 <br />O <br />0 <br />N <br />z LU <br />o= <br />o� <br />Z <br />tn M <br />aU)�� <br />� LU <br />zQ <br />zc~il�- <br />W <br />w� <br />J <br />CD <br />J <br />LU <br />Ina <br />11J <br />O QI <br />v) <br />CL Q <br />W V) <br />LU _ J <br />W - m <br />O—� <br />CLLJ n_ W <br />r— X J <br />ZI LLJ Co <br />Q`OQ O <br />U0 U <br />LO <br />wNU M <br />M *_O <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=±0.18) 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 />® 2019 LENNAR CORP.-THIS PLAN MAY NOT BE <br />REPRODUCED IN ANY MANNER WITHOUT WRITTEN <br />CONSENT FROM LENNAR CORPORATION. <br />02019-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 <br />DESCRIPTION <br />12.12.17 <br />6TH ED. 12017) FBC <br />1.00 <br />UPDATES <br />07.31.18 <br />1.01 ELEV. A TRUSS LAYOUT <br />REVISED <br />01.25.19 <br />1.02 BCLARIFICATIONEARING WALL NOTE <br />02.07.19 <br />1.03 USE SIMPSON H10A ILO <br />USP RTl 6A <br />VERSION NO. 1.03 / 02.07.19 <br />c <br />c� <br />q� <br />w O <br />m J <br />z O <br />�; LL <br />= U <br />W <br />� QN =N C/)'�T <br />LU =Op } 00 <br />LU � r w <br />Z Q N <br />LL = LL i Lu <br />W ❑ Ley ❑ <br />SHEET TITLE: <br />ROOF FRAMING PLAN <br />ELEVATION "B" <br />SHEET INFORMATION: <br />JOB NO.: 390444 <br />DATE ISSUED: 04.04.19 <br />DRAWN BY: JH <br />REVIEWED BY: TH <br />5B <br />1 <br />