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6994 Shelby Lynn Way (2)
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6994 Shelby Lynn Way (2)
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Last modified
3/21/2025 11:52:33 AM
Creation date
2/19/2025 8:54:15 AM
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Building Plans
Street #
6994
Location
Shelby Lynn Way
Contractor
K Hovnanian Co LLC
Building Plans - Permit #
3079
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Q <br />0 <br />0 <br />PERMANENT ROOF TRUSS BRAGIN6 NOTES: <br />(5IN61-E FAMILY HOME OR TOWNHOUSE GON5TRUGTION, WITH ROOF TRUSSES 5PAGED NO MORE THAN 24" O.G) <br />I. WOOD TRU55E5 SHALL BE BRACED AND ERECTED IN ACGORDANGE WITH THE BUILDIN6 COMPONENT SAFETY <br />INFORMATION (BG51) "GUIDE TO GOOD PRAGTIGE FOR HANDLING, IN5TALLIN6, RE5TRAININ6 $ BRAGIN6 OF <br />METAL PLATE GONNEGTED WOOD TRUSSES," (200b EDITION). <br />2. TOP GHORD BRAGING: <br />TOP GHORD5 SHALL BE BRACED BY DIRECT -APPLIED PLYWOOD/05B 5HEATHIN6. <br />• IF 5HEATHIN6 15 NOT DIRECTLY APPLIED TO EITHER TOP GHORD OF TRUSS OR TO PURLIN5 FASTENED TOP <br />GHORD, GONTAGT MW FOR BRAGIN6 DE516N. <br />3. BOTTOM GHORD BRAGIN6: <br />a. THE BOTTOM GHORD5 SHALL BE BRAGED BY DIREGT-APPLIED 6.W.13. GEILIN6 <br />4. WEB MEMBER BRAGIN6: <br />THE TRUSS MANUFAGTURER SHALL INDICATE THE TRU55 MEMBERS (WEBS, VERTIGAL5) THAT REQUIRE <br />LATERAL BRAGIN6/RE57ZAINT. <br />a. 'T' OR V BRACE: <br />WHERE BRAGIN6 15 REQUIRED A5 INDIGATED ON SHOP DRANIN6, UTILIZE 'T' OR V BRAISES (REFERENCE <br />6651-133 1`16URE5 53-15 8 133-19). SHOP APPLIED REINFORCEMENT PER BGSI-133 FIGURES 83-22 $ BG-23 15 <br />AGGEPTABLE. <br />• 'T' $ V REINFORGIN6 MATERIAL SHALL MATGH THE 51ZE OF THE WEB/VERTIGAL MEMBER. <br />• V II: 'T' REINFORGIN6 TO BE A MINIMUM OF 10% OF THE LENGTH OF THE WEB/VERTIGAL MEMBER. <br />• FA5TEN V OR 'T' REINFORGIN6 TO WEB/VERTIGAL W/ Ibd 6UN NAILS (0.131x3 1/2") AT 6" O.G. <br />b. GONTINUOU5 LATERAL 5RAGIN6 ALTERNATE: <br />WHEN THREE (3) OR MORE 51MILARLY GONFI6URED ROOF TRUSSES AL16N, GONTINUOUS RON5 OF LATERAL <br />BRAGIN6 MAY BE USED IN LIEU OF THE ABOVE -NOTED V OR 'T' BRAGE5. <br />• GONTINUOU5 RON5 OF LATERAL BRAGIN6 SHALL CON515T OF MINIMUM 2x4. RON5 SHALL BE LAP 5PLIGED <br />ONE TRUSS BEYOND IN EACH DIRECTION. SECURE BRACE TO EACH TRU55 COMPRE55ION WEB w/ (2) Ibd <br />6UN NAILS (0.131x3 1/2"). <br />• CONTINUOUS LATERAL BRAGIN6 SHALL BE RESTRAINED BY DIA60NAL BRAGIN6 (MIN. 2" THICK NOMINAL <br />LUMBER It MINIMUM 5PF 'STUD' GRADE MATERIAL). THI5 BRAGIN6 15 TO BE GONTINUOU5. PROVIDE ONE <br />RON OF DIA60NAL BRAGIN6 AT VERTICAL WEB MEMBERS OF TRUSSES GL05E5T TO EAGH 6ABLE END <br />WALL 6 ADDITIONAL DIA60NAL5 AT 20'-0" AS REQUIRED. <br />DIAGONAL BRACE NAILED TO OPPOSITE <br />PROVIDE (2) Ibd NAILS ® SIDE OF WEB AT 20'-0" MAX. (TO PREVENT <br />EAGH MEMBER LATERAL MOVEMENT) DIREGT-APPLIED PLYWOOD/05B <br />A I <br />ROOF 5HEATHIN6 <br />GONTIN. LATERAL BRAGIN6 <br />TO LAP AGRO55 MIN. (1) <br />TRUSS BAY A5 SHOWN <br />2x 5TRON6BAGK <br />(NOT REQV FOR <br />5TRUGTURE) <br />DIREGT-APPLIED <br />PLYND/05B <br />COMPRESSION WEB (5LOPIN6 <br />OR VERTIGAL) <br />CONTINUOUS LATERAL BRACE <br />ALTERNATE ® (3) OR MORE <br />ADJAGENT SIMILAR TRUSSES (5EE <br />........INDIV. TRUSS SHOP DRANIN65 <br />x FOR LOGATIONS) <br />2x 5TRON6BAGK MAY BE <br />INSTALLED FOR GONSTRUGTABILITY <br />TO KEEP EVEN 5PAGIN6 AT <br />BOTTOM CHORD (NOT REOV FOR <br />5TRUGTURE) <br />DIREGT-APPLIED <br />6NB GEILIN6 <br />5EGTION B-B <br />ALTERNATE *-noD Po 0) OR MORE SIMILAR TF 65B ARE 6ROWW <br />no <br />0 <br />DIREGT-APPLIED <br />6WB GEILIN6 - <br />TYPIGAL TRU55 ELEVATION <br />WEB MEMBER REQUIRIN6 <br />BRAON6 A5 INDIGATED BY <br />TRU55 MANUFAGTURER <br />2x 5TRON6BAGK5 MAY BE <br />INSTALLED FOR GONSTRUGTABILITY <br />TO KEEP EVEN 5PAGIN6 AT <br />BOTTOM GHORD (NOT REOV FOR <br />STRUGTURE) <br />V OR 'T' BRAGIN6 <br />NEB5 DE516NATED BY <br />TRUSS MANUF. <br />PERMANENT TRU55 <br />BRAG I NG VETA I L5 $ NOTE5 <br />SCALE: NONE <br />DIREGT APPLIED GEILIN6 <br />J <br />GOMPONENT I$ GLADDIN6 <br />PRE55URE ZONES <br />Gomponent5 a Gladdina Wind Pre55ure5 <br />UP TO 140 MPH Wind Zone Exp. B, Risk Gat. II <br />Enclosed, 0.18 Int.-Pressure Goeff. <br />MEAN ROOF <br />ZONE <br />PRE55URE50 <br />ZONE <br />PRE55URE50 <br />HT: 25 FT. <br />(P5F) <br />(P5P) <br />ROOF (HIP) <br />O <br />+14.11 <br />-26.6 <br />2r <br />+14A <br />-36.8 <br />20' TO 21" <br />2e <br />+14.11 <br />-36.8 <br />O3 <br />+14A <br />-36.8 <br />O <br />+14A <br />-28.3 <br />2r <br />+14A <br />-45.1 <br />ROOF <br />2e <br />+14A <br />-28.3 <br />3e <br />+14A <br />-45.1 <br />(6ABLE) <br />20' TO 210 <br />2n <br />+14A <br />-45.1 <br />0 <br />+14.11 <br />-53.6 <br />O <br />+21.2 <br />-22.9 <br />WALLS <br />O <br />+21.2 <br />-28.3 <br />NOTE:Pre55ure5 charted here are allowable pre55ure5 and are <br />permitted to be converted per A5GE 1-I6 Section 2.4.1 to get <br />on equivalent ultimate load pre55ure. Divide allowable <br />pres5ure5 by a factor of 0.6 to obtain ultimate pre56ure5. <br />Values are based on worst case Scenario of 10 p5f (eff. area). <br />Refer to notes on 5-0.0 for roof/wall nailing requirements. <br />LETTERED DETAILS ARE TYPIGAL FOR NUMBERED DETAILS ARE PLAN <br />TH 15 HOME � SHALL BE IMPLEMENTED IN 5PEG I E I G AND ARE ONLY REGU I RED <br />ALL APPL I GABLE AREAS. THESE WHERE 5PEG I F I GALLY INDICATED <br />DETAILS ARE NOT "GUT" ON THE PLANS. ("GUT") ON THE PLANS. <br />No i7 4 <br />8 s <br />P _ <br />STATE OF ° <br />'® v <br />© copyright : MU <br />LHERN & KP <br />Structural Engineering, Inc. <br />oZ <br />w <br />w <br />Z <br />Z <br />w <br />J <br />Z= <br />t- <br />U <br />W� <br />c� <br />3 <br />.J F- <br />z <br />W <br />0 <br />y <br />W <br />N <br />0 <br />0 <br />rn <br />Q U <br />• Q <br />t <br />b <br />m E <br />Q <br />CD CD <br />Y (C?to <br />m Lf� <br />0 <br />N <br />CcM <br />M&K project number: <br />068-2001 1 <br />project mgr: <br />drawn by: D R <br />issue date: `j 0-04-2 `j <br />REVISIONS: <br />date: initial: <br />03/11/22 0JR <br />W <br />J <br />o <br />LL <br />W <br />� <br />z <br />Q <br />Q <br />a <br />� <br />O <br />n <br />tom- <br />z <br />� <br />a <br />�d <br />x <br />C� <br />o <br />W <br />J J <br />sheet: <br />PBSBmi <br />1 i. Ii.:.... I�T- -J7, L,I r, i-&I Sllr uA i111..1 ell iAiltti:: J. m,u I.:� 1, ; 1:..I I . I f , I I _. --F-T-- IT.`_. <br />
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