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6960 Shelby Lynn Way
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6960 Shelby Lynn Way
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Last modified
3/21/2025 11:12:15 AM
Creation date
2/19/2025 8:28:10 AM
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Building Plans
Street #
6960
Location
Shelby Lynn Way
Contractor
K Hovnanian
Building Plans - Permit #
2949
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F11— <br />— <br />— <br />— <br />— — <br />— — — <br />— <br />— <br />— —1-71 <br />0 <br />O <br />I <br />r— <br />W <br />t-, <br />ry <br />1- <br />H <br />0 <br />0 <br />LEGENP <br />• ® INTERIOR BEARING WALL <br />• — — — BEARIN6 WALL ABOVE <br />• BEAM / HEADER <br />• LOCATION AND EXTENT OF SHEARWALL <br />EXTENT OF OVERFRAMIN6 <br />•I INDICATES 1/8"A" SAW GUT CONTROL JOINT <br />I <br />L <br />1J <br />L <br />INDICATES LOCATION OF REINFORCED GMU GORE <br />El (SEE NOTES) <br />J L METAL HAN6ER <br />INDICATES P05T ABOVE. PROVIDE SOLID <br />BLOCKING UNDER POST OR JAMB ABOVE. <br />ROOF FRANIN6 <br />• SEE ROOF TRUSS UPLIFT CONNECTOR SCHEDULE FOR ALL ROOF <br />TRU55 CONNECTORS. <br />• ROOF SHEATHIN6 SHALL BE -1/16" MIN. 05B/PLYWOOD SHEATHIN6 24/b, <br />EXPOSURE I. FASTEN SHEATHIN6 TO ROOF MEMBERS w/ 2 3/8"x0.113" <br />RIN6 SHANK NAILS (R5R5-01 OR EGUIV.) ® 6" O.G. AT PANEL ED6E5 d <br />® 6" O.G. IN FIELD. FASTEN SHEATHIN6 TO 6ABLE END 8 DRAG <br />TRU55E5 w/ RIN6 SHANK NAILS ® 3" O.G. (U.N.O.). PROVIDE BLOGKIN6 <br />ALONG PANEL ED6E5 AT FIRST 2 TRU55 BAYS FROM GABLE END. <br />PROVIDE "H" STYLE CLIPS ALONG UNSUPPORTED ED6E5. <br />• ROOF 5HEATHIN6 FOR MAIN ROOF TRU55E5 SHALL EXTEND <br />CONTINUOUSLY UNDER ALL OVERFRAMIN6. <br />• TRU55 ALL VALLEY SETS. FASTEN EACH TO TRUSS BELOW w/ <br />5IMP50N VTGR CLIPS ® 24" O.G. <br />• ALL METAL HAN6ER5 SHALL BE SPECIFIED BY THE TRU55 <br />MANUFACTURER, UNLE55 OTHERWISE NOTED. <br />• ERECT AND INSTALL ROOF TRU55E5 PER WTGA $ TPI'S BG51 I <br />GUIDE TO 600D PRACTICE FOR HANDLING, IN5TALLIN6 d BRAGIN6 <br />OF METAL PLATE CONNECTED WOOD TRU55E5." <br />• ROOF TRU55 SHOP DW65. SHALL BE SUBMITTED TO ARCH $ EN6. <br />FOR REVIEW AND APPROVAL PRIOR TO FABRICATION OR DELIVERY. <br />• SUPPORT PORCH i SHORT SPAN ROOF TRU55E5 w/ 2x4 LED6ER <br />FASTENED TO FRAMIN6 1,4/(2) 3"x0.131" NAILS ® 16" O.G. <br />UPL 1 1T CONNECTORS <br />BEARIN6 CONDITION <br />TRU55 <br />CONNECTOR <br />LEN6TH <br />< 15' <br />S1MP50N H2.5T <br />51N6LE ROOF TRUSS BEARIN6 ON <br />WOOD STUD WALL/WOOD BEAM <br />> 15' <br />5IMP50N HIOA <br />ROOF C71RDER TRU55 BEARIN6 ON <br />WOOD STUD WALL/WOOD BEAM <br />ALL <br />5IMP50N HT520 <br />51N6LE ROOF TRU55 OR PORCH <br />ALL <br />5IMP50N HETA16 <br />BEAM BEARIN6 ON GMU WALL <br />ROOF 6.T., FLUSH BEAM OR <br />FLUSH 63. BR6. ON GMU WALL <br />ALL <br />(2) 51MP50N HETAI6 <br />ALL BEARIN6 POINTS OF EACH ROOF TRU55 SHALL BE CONNECTED <br />WITH CONNECTOR AS L15TED ABOVE. <br />IT 15 THE RE5PON51BILITY OF THE ENGINEER OF RECORD TO DE516N <br />THE UPLIFT CONNECTORS PER SEGTION 2.2 OF AN51/TPI-2014 <br />"NATIONAL DE516N STANDARDS FOR METAL PLATE CONNECTED WOOD <br />TRU55 GONSTRUGTION". MW HAS EN61NEERED ALL ROOF TRU55 UPLIFT <br />CONNECTORS IN ACCORDANCE WITH THE REQUIREMENTS OF A5GE-1-I6. <br />ALL UPLIFT CONNECTORS AND LOADS PER TH15 DRAWING SHALL <br />SUPERSEDE THE TRU55 MANUFAGTURER'S UPLIFT CONNECTOR <br />SPEGIFIGATIONS AND LOADS SHOWN ON THE SHOP CARDS. <br />REFER TO 5-0.0 FOR TYPICAL <br />STRUCTURAL NOTES d SGHEDULES <br />seal: <br />Ste; TE F <br />L E ". <br />© copyright: MULHERN14 Kilo, <br />Structural Enaineerina. Inc. <br />KimM <br />z <br />IJ LU <br />W <br />w <br />z <br />CD <br />z <br />w <br />J <br />Q <br />Z� <br />U <br />WF- <br />E-- <br />cn <br />W <br />IIJH <br />Z <br />W <br />ID <br />y <br />W <br />N <br />O <br />rn <br />a <br />a� <br />a� <br />Q <br />c E <br />�o w <br />m E <br />Q <br />CD <br />CM <br />CD <br />m <br />O N <br />CO d <br />M&K project number: <br />068-200 1 1 <br />project mgr: .J S B <br />drawn by: BC <br />issue date: 09_ 1 4-2 `[ <br />REVISIONS: <br />date: initial: <br />O / II <br />Llrill VIILLfI IVJJ <br />~ U— LU <br />LU <br />1- L<L . I I o <br />O <br />LL <br />— — —2L x6 — — — —2L x6 — — — <br />►—� U) <br />��,+� <br />IL <br />w Z <br />�25 2 2x6 <br />5D-2 — — — — � — — — <br />Q x <br />O W <br />J 25 <br />'Q <br />� <br />iii <br />W -J <br />i <br />�L <br />'Q <br />O � <br />T, <br />L. <br />I~ <br />z +-� d <br />ROOF �RAMINIS PLAN <br />0 <br />00 � <br />SCALE / "" ( SHEET) <br />0 <br />> 0 z <br />SCALE: 1/8 —_ I'— 0 (Ilxll SHEET) <br />0 I <br />J J <br />sheet: <br />Spo 1 .3 <br />
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