Laserfiche WebLink
USP CONNECTION CHART <br />CONNECTION <br />QTY. <br />CONN. CAPACITY (lbs) <br />FASTENERS*" PER CONN. <br />HTA20 <br />1 <br />1 1870 <br />9-1Od x 1 1/2" <br />Simpson H10A <br />1 <br />1 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 />155UANCE OF PLANS FROM THIS DESIGNERS OFFICE SHALL NOT RELIEVE THE BUILDER OF <br />RE5PON5I5ILITY TO REVIEW AND VERIFY ALL NOTES, DIMENSIONS, AND ADHERENCE TO APPLICABLE <br />BUILDING CODES PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION. <br />ANY D15MPMCY 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 REVISION5 OR CHANGES, NOT RELATED TO THE CORRECTION OF ER(OR5 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 />v <br />T <br />R=19W <br />U = 13150 <br />USP WTA20 <br />USP WTA20 <br />(INSTALLED TO <br />THIS SIDE OF <br />GIRDER <br />51MP5ON HIOA a EA TRUSS <br />is BEAM (TYP) <br />-i <br />115P WTA20 0 EA TRUSS <br />U <br />U <br />s MASONRY (TYP) <br />J <br />J <br />> <br />> <br />(U <br />(U <br />� <br />L <br />GIRDER <br />J <br />------------------ --------------------- <br />3 <br />USP WTA20 ® EA TRUSS <br />e MASONRY (TYP) <br />I <br />w <br />I <br />z <br />�" <br />I <br />I <br />c <br />I <br />ao <br />n <br />I <br />2/12 VAULT CLG,_ 9'-4' CEILING <br />8'-0' CEILING <br />I <br />Z� <br />I o <br />I U <br />I <br />I <br />I <br />I <br />z <br />I <br />I <br />J <br />J <br />I <br />a <br />3 <br />z <br />w <br />as <br />z <br />0 <br />I <br />OD <br />8'-0' CEILING <br />9'-4' CEILING <br />8'-0' CEILING <br />a <br />w <br />A <br />8'-0' CEILING <br />a <br />� <br />Rl <br />ul <br />ix <br />USP HTA20 a EA TRUSS <br />9'-4' CEILING <br />0 <br />s MASONRY (TYP) <br />AHtJ <br />N <br />CH <br />SE <br />Ll <br />9'-4' CEILING <br />U <br />3 <br />z <br />z <br />w <br />O <br />P° <br />z <br />� <br />z <br />O <br />00 <br />USP WTA20 <br />D (SIM. W/ USP RT16M <br />USP HTA20 S5 <br />R = 4804M <br />R = 31a69' <br />ILO HGAM10) <br />U = 16190 <br />U = 1066* <br />USP WTA20 <br />2x4 SYP#2 SCAB ATTACHED <br />SHEATHE ROOF <br />PRIOR TO OVER BUILD <br />TO TOP CHORD W/ 10d NAILS <br />s V OC. 5T <br />rQ <br />Q <br />i <br />D <br />Ik <br />S5 <br />� <br />e USP WTA20 a EA TRUSS <br />'- a MASONRY <br />USP WTA20 a EA TF <br />8'-0' CEILING @ <br />s MASONRY (TYP) <br />SIMPSON H10A 9 Ek TRUSS <br />r+ <br />g BEAM (TYP) ROOF FRAMING FLAN 11511 <br />SCALE: 1/4'=1'-O' <br />(SIM. W/ BEAM ILOol 4 <br />FRAME WALL) 55 <br />31'-4' <br />20'-0' <br />304' <br />I <br />R = 6620 <br />U = 13150 <br />USP WTA20 <br />USP NTA20 <br />(INSTALLED TO <br />THIS SIDE OF <br />GIRDER) <br />TRU55 FRAMING N0TE5 <br />1. ALL CONNECTIONS PER USP CATALOG (LATEST EDITION) - <br />UN.O. CONTACT ENGINEER FOR ALTERNATE CONNECTIONS <br />2. 1PRE-ENGINEERED WOOD TR 65ES SPACED 6 24' O/C <br />TYPICAL, UNLESS NOTED OTHERWISE <br />3. SEE FLOOR PLAN AND ELEVATIONS FOR ADDITIONAL ROOF <br />INFORMATION. <br />4. TRUSS TO TRUSS ATTACHMENT PER TRUSS MANUFACTURER <br />UPLIFT VALUES SHORN ARE CALCULATED BASED ON <br />CONSERVATIVE APPROACH AND CAN BE DIFFERENT FROM <br />TRJ55 MANUFACTURER'S VALUES <br />IF THE CONTRACTOR, TRUSS MANUFACTURER OR OTHER DESIGN <br />PROFE5510NAL5 REvISE THE SHOWN INFOWATION, DAN5CO <br />ENGINEERING, LLC 15 REQUIRED TO REVIEW ALL FINAL CONSTRUCTION <br />DOCUMENTS FOR COMPLIANCE WITH DESIGN INTENT PRIOR TO <br />COMMENCEMENT OF THE PROJECT. <br />:iEEi:Z.:..''^w''u��'s}.'.,.r.,,,`�„I�'•',,,�'3i:D �'A"�i�'`U EE< <br />tl <br />��=:,fin';• 'i;�'..'a,. <br />�`•�u:����i FEE'" �: <br />wE�".�4`€ <br />11 SEE:m:�•, < <br />..ate Tti�•• C:`:a.•...i`,`ii:i: `:a <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 />W W W.danscoenginee6ng.com <br />CA 25948 <br />O <br />O <br />N <br />z� <br />o� <br />z <br />o Co <br />Q � J <br />W <br />z <br />�Q o <br />Z <br />W <br />U) <br />w� <br />J <br />O <br />J <br />LJU <br />I..L m w <br />(n ^ O <br />C) <br />Q <br />5 > <br />LLU <br />L1W _I J <br />0/ Q W U m <br />0 °_ LLJ <br />'LUn <br />�— V X J <br />Z < w m <br />O <br />U0v <br />N Q <br />L1J <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 VAUD 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 WIrHOUr 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 PROHIBITED. <br />REVISION: <br />DATE <br />DESCRIPTION <br />12 12 17 <br />1 00 6TH ED. (2017) FBC <br />UPDATES <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 H10A ILO <br />US,RT16A <br />VERSION NR— 1 03 / 02.07.19 <br />. �ag.. <br />C-i <br />tea <br />� O <br />w <br />ca J <br />z O <br />w <br />Q w = U <br />W U' >- <br />QN <br />2N Nd <br />W w� _1 �00 <br />W U* r* w <br />Z <br />¢w =w WLL <br />Tn0 � <br />W ❑ ❑ <br />SHEET TITLE: <br />ROOF FRAMING PLAN <br />ELEVATION "B" <br />SHEET INFORMATION: <br />JOB NO.: 390442 <br />DATE ISSUED: 04.04.19 <br />DRAWN BY: JH <br />REVIEWED BY: TH <br />5B <br />N <br />W <br />04 <br />L J <br />r <br />