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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 FROM THIS DESIGNERS OFFICE SHALL NOT RELIEVE THE BUILDER OF <br />RESPONSIBILITY TO REVIEW AND VERIFY ALL NOTES, DIMENSIONS, AND ADHERENCE TO APPLICABLE <br />BUILDING CODES PRIOR TO CO "NCE11NT OF ANY CONSR.ICTION, <br />ANY DISCFEPA NCY OF ERROR IN NOTES, DIMENSIONS, OR ADHERENCE TO APPLICABLE BUILDING <br />CODES SNAIL BE BROUGHT? TO THE ATTENTION OF THE DESK" M OFFICE FOR CORRECTION BEFORE <br />COM"ENCEMNT OF ANY C 6TWIOK <br />ANY REVISIONS OR CHANGES, NOT RELATED TO THE CORRECTION OF ERRORS THAT ARE MADE <br />AFTER THE FINAL PLANS HAVE BEEN C01PLLM SHALL BE SIALECT TO ADDITIONAL- FEES. <br />IF ANY MODIFICATIONS ARE MADE TO THESE PLANS BY ANY OTHER PART(' OTTER THAN THE <br />DESIGNERS OFFICE, THE DESMR SHALL NOT BE HELD RESPONSIBLE. <br />(, q 4 <br />@ <br />U = 13150 <br />USP WTA20 <br />9 <br />'- <br />J <br />U <br />H <br />_ <br />LU <br />N <br />J <br />U <br />F- <br />? <br />N <br />CCu <br />LISP wrim + EA TW <br />10 MASONRY( PJ <br />--------------------------------------------------------- <br />GIRDER <br />R=bbH3fl <br />U - 13BO <br />USP WTA20 <br />uSP NTA20 • EA TRUSS <br />s MASONRY (TYP) <br />I <br />I <br />I <br />I <br />~ <br />c <br />1 <br />00 <br />I <br />2/12 VAULT CLG, i 9'-4' CEILING W <br />I OC <br />8'-0' CEILING <br />I <br />I 1� <br />I <br />I �+ <br />I J <br />DROPPED FLAT TOPS <br />❑F HIPS FOR FRAMING <br />(GIRDER NOT DROPPED) <br />7- <br />a <br />Z <br />8'-0' CEILING <br />9'-4' CEILING <br />8'-0' CEILING <br />VT <br />;a. <br />k <br />bm=� <br />USRHI A{ 14TTAy2�0 # Iu me <br />MASONRY I lT 1 r J <br />CH <br />S <br />DROPPED FLAT TOPS <br />OF HIPS FOR FRAMING <br />F(GIRDFR NOT DELEEE-M- <br />Aw <br />3 <br />PRIOR <br />9'-�LING <br />SHEATHE <br />TO OVER <br />ILD <br />~ <br />O <br />fOD <br />R = 3925flR = 324P <br />L- _134VJ I U=112P <br />USP RTA20 USP HTA20 <br />GIRDER <br />e <br />� <br />0 <br />r <br />CM WALL a SI-4' AFF. <br />d <br />u7 <br />4 <br />9'-4' CEI <br />LING <br />13'-4' �J 5'-4' <br />USP WTA20 4 EA TRM <br />a MASONRY (TYP) <br />I ROOD ��,4M INCH �L,4N II� II <br />31'-4' <br />2T-4' <br />USP NTA20 a EA TR O <br />0 MASONRY (TYP) <br />�RU55 Fi�,4MINC� N0��5 <br />ALL CONNECTIONS PER USP CATALOG (LATEST EDITION) - <br />UNA. CONTACT ENGINEER FOR ALTERNATE CONNECTIONS <br />2. PRE-ENGINEERED WOOD TRUSSES SPACED s 14' 0/C <br />TYPICAL, UNLESS NOTED OTHERWISE <br />3. SEE FLOOR PLAN AND ELEVATIONS FOR ADDITIONAL ROOF <br />INFMATION. <br />4. TRUSS TO TRUSS ATTACHMENT PER TRUSS MANIFACTIIFER <br />�. UPLIFT VALUES SHOWN ARE CALCULATED BASED ON <br />CONSERVATIVE APPROACH AND CAN IBE DIFFERENT FROM <br />TRUSS MANUFACTURER'S VALUES <br />IF THE CONTRACTOR, TRUSS MANIFAC1lIRER OR OTHER DES0 <br />PROFESSIONALS REVISE THE SHOW WORUTION, DATNSCO <br />ENGMEERMG, LLC IS REMIRED TO REVIEW ALL FINAL CONSTRUCTION <br />DOOnNTS 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 />If. 813.645.9698 <br />www.danscoengineering.com <br />CA 25948 <br />O <br />O <br />N <br />o <br />Qz <br />o^ <br />M to <br />z <br />a � J 4 <br />a<L <br />z <br />¢ 00 <br />W <br />Z� <br />V) <br />_W <br />Its Q <br />W Z W <br />O <br />V) <br />< CL Q <br />Q w <br />I�0LU CO <br />Q W J <br />Z< m <br />'No0 <br />Oo v <br />U10 <br />I� N Q CO <br />W U <br />110 <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 (Vosd= I 08MPH), 3 SEC. GUST, <br />EXPOSURE -C- ENCLOSED (INTERNAL <br />PRESSURE COEFFICIENT = 30.18) 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 />O 2D19 LENNAR CORP.-THIS PLAN MAY NOT BE <br />REPRODUCED IN ANY MANNER WITHOUT WRITTEN <br />CONSENT FROM LENNAR CORPORATION. <br />02019-THESE DRAWINGS AND WIGNS 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 H ED. ) FBC <br />07.31.18 <br />1.01 I.V. A TRU LA OU <br />V <br />01.25.19 <br />1.02 BEARING WALL TE <br />A N <br />02.07.19 <br />MI -IF <br />1.03 USP TI N H10A ILD <br />VERSION IQ„],Q / 02.07.19 <br />c <br />1 eY ' <br />, <br />� 9 <br />r : .^[; <br />. -s.�.l T_n.. Ik <br />rn <br />cv <br />Lv J <br />w O <br />m � <br />—J <br />Z <br />-i LLJ O <br />a, = U <br />W C� <br />09 aN =E3 g"'T <br />�* _* UjUj <br />W * <br />Z : <br />lUj = W ~ LL <br />W ❑ ❑ <br />SHEET TITLE: <br />ROOF FRAMING PLAN <br />ELEVATION "A" <br />SHEET INFORMATION: <br />JOB NO.: 390440 <br />DATE ISSUED: 04.04.19 <br />DRAWN BY: JH <br />REVIEWED BY: TH <br />5A <br />rn <br />CV <br />LO <br />r— <br />