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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 />9-1Od 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 FROM THIS DESIGNERS OFFICE SHALL NOT RELIEVE THE BUILDER OF <br />RE51PON5161LITY To REVIEW AND VERIFY ALL NOTES, DIMENSIONS, AND ADHERENCE TO APPLICABLE <br />BUILDINGS CODES PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION. <br />ANY DISCREPANCY OF ERROR IN NOTES, DIMENSIONS, OR ADHERENCE TO APPLICABLE BUILDINGS <br />CODES SHALL BE BROUGHT TO THE ATTENTION OF THE DESIGNERS OFFICE FOR CORRECTION 13EFORE <br />COMMENCEMENT OF ANY CONSTRUCTION. <br />ANY REVISIONS OR CHA%ES, 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 />I <br />R = 1980• <br />U = 131V <br />USP WTA20 <br />USP HTA20 <br />(INSTALLED TO <br />THIS SIDE OF <br />GIRDER <br />51MP50N HIOA a EA. TRJ58 <br />e BEAM (TYP.) <br />NO <br />—1 <br />J <br />USP HTA20 a EA TRU85 <br />U <br />U <br />g MASONRY (TYP.) <br />H <br />H <br />Q <br />Q <br />ccu <br />N-a <br />cu <br />CU <br />� <br />L <br />GIRDER <br />...................................... -------------------- <br />J <br />3 <br />USP WTA20 a EA TRUSS <br />e MA50NRY (TYPJ <br />I <br />w <br />I <br />z <br />I <br />I <br />o <br />co <br />0 <br />I <br />2/12 VAULT CLG,_ 9'-4' CEILING <br />8'-0' CEILING <br />I � <br />I U <br />I <br />I <br />I � <br />I <br />I � <br />O <br />-- z <br />3 <br />— — <br />z <br />a <br />w <br />w <br />if <br />0 <br />OD <br />8'-0' CEILING <br />9'-4' CEILING <br />8'-0' CEILING <br />-- <br />A <br />w <br />1 <br />Z) <br />A <br />8'-0' CEILING <br />LY <br />W <br />Y <br />U <br />w <br />a <br />USP HTA20 a EA. TRUSS <br />9'-4' CEILING <br />' <br />+ MASONRY (TYP.) <br />X <br />AH <br />N <br />CHASE <br />9'-4' CEILING <br />u <br />_ <br />a <br />z <br />H <br />z <br />H <br />Z <br />O <br />C3 <br />-- <br />U5P WTA20 <br />D (51M. W/ USP RTIbM <br />U5P HTA20 g5 <br />R = 4804• <br />R = 3069" <br />ILO WGAM10) <br />U = 1619" <br />I U = 1066; <br />U5P HTA20 <br />2x4 5YP 02 SCAB ATTACHED <br />SHEATHE ROOF <br />TO TOP CHORD W/ 10d NAILS <br />PRIOR TO OVER BUILD <br />a 6' OC. ST <br />LLI <br />a <br />Q <br />— <br />D <br />S5 <br />e <br />- USP HTA20 a EA TRI55 <br />is MASONRY (TYR) <br />HTA20 e EA <br />\qu—!MA50NRT <br />8'-0' CEILING e <br />(TYP.) <br />51MP50N HIOA e . E TRUSS <br />0 BEAM (TYP.) ROOF FRAMING FLAN <br />1 SCALE: 1/4' =1'-0' <br />(SIM. W/ BEAM ILO 4 <br />FRAME WALL) 85 <br />5'-4' <br />31'-4' <br />20'-0' <br />-- — 30'-0' <br />R = 6620 <br />U = 13150 <br />U5P HTA20 <br />P <br />0 v <br />LIEN <br />IQ <br />TRU55 FRAMING NOTE5 <br />N <br />U5P HTA20 , ALL CONNECTIONS PER U5P CATALOGS (LATEST EDITION) - <br />(INSTALLED TO U.N.O. CONTACT ENGINEER FOR ALTERNATE CONNECTIONS <br />THI5 51DE OF <br />GIRDER) e <br />PRE-ENGINEERED WOOD TRUSSES SPACED s 24' O/C <br />TYPICAL, UNLE55 NOTED OTHERW15E <br />SEE FLOOR PLAN AND ELEVATIONS FOR ADDITIONAL ROOF <br />3 INFORMATION. <br />4 TRU55 TO TRU55 ATTACHMENT PER TRUSS MANUFACTURER <br />�• UPLIFT VALUE5 SHOWN ARE CALCULATED BASED ON <br />CONSERVATIVE APPROACH AND CAN BE DIFFERENT FROM <br />TRJ55 MANUFACTURER'S VALUES <br />IF THE CONTRACTOR, TRJ55 MANUFACTURER, OR OTHER DE51GN <br />PROFESSIONALS REVISE THE SHOWN INFORMATION, DAN5C0 <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 />r <br />s n <br />�,..Nils 4 1 <br />< 3 <br />P SLV o'3aia it PO{l P'a'R P�kR # �OC R, PP' <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.danscoengineering.com <br />CA 25948 <br />LO <br />O <br />0 <br />nl <br />zW <br />V) <br />OV)^ <br />0 <br />r) Ln m <br />N <br />d <br />tun)J <br />Lu �- <br />a <br />z <br />Q a M <br />00 <br />z cm <br />W <br />zLU <br />w <br />J <br />O <br />O <br />�O <br />0 <br />V <br />LU Q <br />m w <br />w Z <br />::D <br />O <br />m <br />Q <br />Lu J U <br />WC) Z <br />X Q <br />Q <br />�Uj <br />`! w <br />Z '� �" p <br />aa< <br />O v 4 <br />U 1-0 <br />C-1 <br />E Q LU <br />Lu U <br />J <br />M � <br />cO <br />Q <br />co <br />1-0 <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 />OF THIS DRAWING ONLY. <br />© 2020 LENNAR CORP.-THIS PLAN MAY NOT BE <br />REPRODUCED IN ANY MANNER WITHOUT WRITTEN <br />CONSENT FROM LENNAR CORPORATION. <br />52020-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 />1.00 6UTH ED. <br />PDATES(2017) FBC <br />07.31.18 <br />1.01 ELEV. A TRUSS LAYOUT <br />REVISED <br />01.25.19 <br />1.02 BEARING WALL NOTE <br />CLARIFICATION <br />02.07.19 <br />1.03 USE SIMPSON HIOA ILO <br />USP RT16A <br />06.12.19 <br />1-04 ELOFFICEV. BE. SALES <br />OAPTIODDEND <br />VERSION NO. 1.04 / 06.12.19 <br />��. <br />< <br />0 <br />§�ael;�myf+ <br />,n <br />v Y i <br />� O <br />w <br />Ca J <br />z o <br />w U <br />W U 3 <br />� �� <br />W � <br />w <br />Z Q <br />LLI LL.I <br />Z ❑ <br />W <br />SHEET TITLE: <br />ROOF FRAMING PLAN <br />ELEVATION "B" <br />SHEET INFORMATION: <br />JOB NO.: 390743 <br />DATE ISSUED: 05.14.20 <br />DRAWN BY: JH <br />REVIEWED BY: SG <br />5B <br />