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_I I <br />4 oCndnoli b.aiicpoo Df&Cq:if'ilYa:l a'. <br />DANSCO <br />ENGINEERING, LLC <br />REFER TO SECTION 1 ON <br />P.O. BOX 3400 <br />SHEET 55.1 FOR <br />Apollo Beach, Florida 33572 <br />�- X-BRACING, AND TOP <br />166 <br />f. 81.645. 698 <br />f. 813.G45.9698 <br />CHORD BLOCKING <br />www.danscoengineering.com <br />INFORMATION <br />CA 25948 <br />SCISSOR TRUSS <br />SCISSOR TRUSS <br />SCISSOR TRUSS <br />o <br />REFER TO SECTION I <br />Z w <br />ON SHEET 55.1 FOR <br />O <br />X-BRACING, AND TOP <br />- 2' x 4' RAT RUN BRACING <br />CHORD BLOCKING <br />INFORMATION <br />g 24' O.G. ON TOP OF <br />BOTTOM CHORD FOR (4) <br />o <br />N rn <br />M o^ <br />TRUSS 5PAN5 ATTACHED <br />a N -� N <br />Z <br />W/ 2-16d 9 EACH TRUSS <br />¢ Q <br />o <br />JOINT <br />�aaM <br />00 <br />Z <br />1/4' TO 1/2' GAP BETWEEN <br />o TOP PLATE 4 TRUSS <br />_ <br />2' x 4' BLOCKING END NAILED <br />J 3 <br />o <br />W/ 2-16d 9 24' O,C. (MAX.) <br />o <br />USP HGA10 <br />a A 48' O.C. <br />USP HGA10 <br />< <br />2' x 4' BLOCKING (TURNED <br />EACH TRUSS <br />FLAT) NAILED TO TOP PLATE <br />WOOD FRAME EXT. WALL <br />W/ 5-10ci NAILS <br />U <br />WOOD FRAME EXT. WALL <br />1/4' TO 1/2' GAP BETWEEN <br />() w Q <br />TOP PLATE 4 TRUSS U5P 6PT24 6 EVERY <br />USP 5PT24 9 EVERY <br />F - <br />LLJ = <br />OTHER STUD <br />OTHER STUD <br />LL.I <br />0 <br />WOOD FRAME EXT. WALL <br />= <br />1/2' NOMINAL PLYWOOD OR <br />V) <br />Q <br />O.S.B. NAILED W/ 8d NAILS g <br />e USP SPT24 19 <br />IL <br />Q r <br />o <br />4' O.G. BOUNDARIES, 6' O.C. <br />�n EVERY OTHER STUD <br />ry J N <br />EDGES, 4 12' O.C. FIELD <br />1/2' NOMINAL PLYWOOD OR —II <br />O <br />D.S.B. NAILED W/ Sd NAILS -s <br />2x8 STUDS AT 16' O.G. <br />0 � <br />4' O.C. BOUNDARIES, 6' O.G. ' <br />2x8 STUDS AT 16O.C. <br />2x8 STUDS AT 16' O.C. <br />U <br />w V) <br />EDGES, 4 12' O.C. FIELD <br />--1/2' GDX PLYWOOD OR 1/16'055 <br />Q Z <br />SHEATHING W/10d NAILS 9 6' O.C. <br />Z 0_1 <br />USP 5PT22 6 EVERY <br />USP 6PT22 ® <br />9 EDGES 4 12' O/C FIELD, <br />O M <br />OTHER STUD <br />EVERY OTHER STUD <br />USP 5PT22 gCL <br />EVERY OTHER STUD <br />N <br />K.O. BLOCK W/ (1) *5 <br />j WEEP SCREED INSTALLED PER <br />:D <br />CONT. 4 FILLED <br />MANUF. 4 FRC SECTION R103.1.2.1 <br />_ <br />TO THE BEST OF THE ENGINEER'S <br />KO. BLOCK W/ (1) <br />I <br />— KO. BLOCK W/ ll) <br />KNOWLEDGE AND BELIEF, THE STRUCTURAL <br />PLANS AND SPECIFICATIONS COMPLY WITH <br />5/8' x lo' 'J' BOLT m 24"O.C. <br />05 CONT. 4 FILLED <br />05 GONT. 4 FILLED <br />6TH EDITION (2017) FLORIDA RESIDENTIAL <br />BUILDING CODE, SECTION R301 FOR <br />(STAGGERED) W/ 2' DIA. x 3/16' <br />S/g' X 10' 'J' BOLT p 24' <br />140 MPH (Vasd = IOBMPH), 3 SEC. GUST, <br />PLATE WASHER (TYPICAL) <br />D.C. (STAGGERED) W/ 2' <br />EXPOSURE ENCLOSED (INTERNAL <br />PRESSURE COEFFICIENT-+0.18) WIND ZONE <br />DIA. x 3/16' PLATE <br />THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS <br />WASHER (TYPICAL) <br />AFTER THE DATE IT IS SIGNED AND SEALED. <br />SIGNED AND SEALED FOR THE STRUCTURAL PORTION <br />{ <br />5/8' x 10' 'J' BOLT aOF <br />THIS DRAWING ONLY. <br />24' D.G. (STAGGERED) <br />�2018 LENNAR CORP.-THIS PLAN MAY NOT BE <br />W/ 2' DIA. x 3/16' <br />REPRODUCED IN ANY MAIINER WITHOUT WRITTEN <br />CONSENT FROM LENNAR CORPORATION. <br />— <br />JOINT PROPERTY OF INGSANDDESEERI ARE THE <br />JOINT PROPERtt OF DANSCO ENGINEERING, LLC AND <br />l x 2 P.T. FURRING STRIP <br />I x 2 P.T. FURRING STRIP <br />--t <br />PLATE WASHER (TYPICAL) <br />THE CLIENT ON 1HIS PROJECT. ANY REPRODUCTION <br />OR UNAUTHORIZED USE IS PROHIBITED. <br />REVISION_ <br />MASONRY WALL (DESIGNED <br />MA50NRY WALL (DESIGNED <br />1' x 2' P.T. FURRING STRIP <br />_ _ _ <br />AS CANTILEVERED) <br />AS CANTILEVERED) <br />DATE DESCRIPTION <br />12.19.17 <br />1.00 6TH A(1.017) FBC <br />MANSONRY WALL <br />UPDATES <br />__ <br />06.08.18 <br />- <br />UPDATED CONNECTION <br />1.01 CROSS-REFERENCE TABLE <br />(DESIGNED AS CANTILEVER) <br />_ <br />AND STAIR STRAP <br />---- <br />NON-5EAFRING EXT. KNEE ,4 <br />NON -SEARING EXT. KNEE-UJF4LL 5 <br />NON-BEAfRING EXT. KNEE-UJ,4LL C <br />-- <br />--_ <br />SCALE: 3/4' = I'-0' �j�j,� <br />SCALE: 3/4' = I'-0'�J-�j- .� <br />SCALE: 3/4' = 1'-0' �j�j.� <br />VERSION <br />NO. 1.01 06.08.18— <br />/ <br />— <br />— 2 x 4 GROSS BRACE AT SEE NOTES FOR ROOF DIAPHRAM NAILING SPECIFICATIONS <br />RIDGE FASTENED AT EACH 2x4 OUTLOOKER 24' <br />JOINT W/ (2) 10d x 3' USP RTI6 OR EQUAL s EA. OUTLOOKER O.C. <br />_ <br />- <br />TOP CORD BLOCKING FOR FIRST FOUR ROWS OF TRUSSES g <br />EDGES OF SHEATHING TYPICAL TOENAIL W/ (2) Ibd NAILS 24' MAX <br />2 x 4 'T' ON TOP OF PANEL BLOCKING, <br />� <br />i FASTEN WITH 10d x 3' m 4' O/C <br />L� <br />1/2' CDX PLYWOOD OR <br />0 `-- <br />1/16' OSB SHEATHING <br />m — <br />° ° 3, ATTACHED W/ 10d NAILS <br />° <br />z I— <br />LLuu <br />`� 6' O.G. EDGES AND 12' <br />Q z <br />o O.C. FIELD <br />uj (� r <br />Ill _ <br />CEILING RIDGE GABLE <br />ABLE TRUSS <br />Q <br />W ? _ <br />2 x 4 PANEL BLOCKING 46' O.C. 'L' BRACE TO EXTEND AT o <br />F N <br />ATTACHED W/ (2) 16d TOENAILS LEAST W% OF WEB LENGTH <br />2x6 P.T. SILL <br />INTO BOTTOM CHORD. INTERIOR HIP VAULTt 6:12 SLOPE —(SEE TABLE ON SHEET 55) <br />Z <br />Lu <br />CENTER AND 3:12 SLOPE SLIDES. <br />------ <br />o <br />loci x 3' m 3' O/C <br />SHEET TITLE: <br />5/8' OR 1/2' CEILING DENSE GYPSUM WALL BOARD FASTENED WITH 8d - <br />CHORD INTO <br />FRAMING CONNECTIONS <br />COOLER NAILS OR 1 1/4' LONG DRYWALL SCREWS COMPLYING WITH oTHROUGH <br />or 2' x 6' P.T. PLATE <br />A5TM C1002 FOR FIRST 8'-0' FROM END WALL 9 4' O/C TYPICAL <br />@ EXTERIOR WALLS <br />PLACE SHEATHING <br />SHEET INFORMATION: <br />5/8' x 10' BOLT A 24' O.C. MINIMUM 6' FROM PLATE FLUSH W/ MASONRY. <br />SPLICES W/ 3/16' x 2' DIA. PLATE WASHER ' • WEEP SCREED INSTALLED PER <br />JOB NO.: 381320 <br />MANUF. 4 FRC SECTION R103.12.1 <br />DATE ISSUED: 10.09.18 <br />L Gi,45LE END DET,'41L AT 4F) VAULT MOISTURE BARRIER. <br />DRAWN BY: LF <br />USP HTA20 6 EA. TRUSS <br />55.1 SCALE: N.T.5_ VERT. WEB (24' o.c. MAX.) <br />REVIEWED BY: TH <br />S5,91 <br />CV <br />LO <br />O <br />1 <br />CV <br />I <br />Cb <br />N <br />