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F <br />c <br />T <br />FASTEN DROPPED BEAMS TO —� <br />REAR LANAI DROPPED BEAMS: <br />(2)2x 12 W/ y2" OSEWLYWOOD <br />m-rwk i mi err /T /r-) /)= ::z ) <br />I V✓I✓ I LI\ LIL V/✓L-G \I I I VI G/ <br />4x6 P05T W/ SIMPSON <br />ABA46Z BASE I, <br />(TYP. OF 2) (-LU <br />D <br />0 <br />Q <br />— — — <br />1 n <br />DROPPED BEAM <br />T <br />L/Ii,1,. 1 >_1..J \1 I I v1 v/ <br />< <br />m < <br />Q-C/z 1 <br />( 5D-2 <br />o� <br />— <br />\ <br />HIP 61 <br />RDER <br />TRUSS <br />SIMPSON HUG412 FASTENED <br />BAGK TO GMU BLOGK W/ <br />SIMPSON <br />TI TEN 5GREWS <br />_ <br />O I <br />> v IF <br />LL <br />( O ` <br />L <br />I <br />\ <br />\ \ <br />\ <br />\ HIP 61RDER <br />TRU55 <br />/ <br />-- <br />------J <br />i <br />ol° <br />OL <br />1 <br />I <br />5D-2 <br />----- -------- <br />I <br />I <br />I <br />I <br />� <br />z <br />° <br />D- <br />�S) <br />/ \ <br />5D-2 <br />------ o <br />1--r LU <br />Zo <br />I <br />1, <br />/ / <br />HIP <br />61 RDER TRUSS <br />/ <br />O <br />LU <br />/ <br />i <br />I oQ <br />U <br />O U <br />< <br />U <br />------ <br />------ <br />2 SD-2 <br />----------------- HIP G I RDER TRU55------------------- <br />/ <br />I <br />I <br />' I <br />\ I <br />—F <br />—IF — — <br />— <br />— <br />— <br />N� <br />I <br />i <br />i <br />LEGENP <br />• ® INTERIOR BEARING WALL <br />• _ _ _ _ = BEARIN6 WALL ABOVE <br />• BEAM / HEADER <br />• LOCATION AND EXTENT OF 5HEARWALL <br />• is t EXTENT OF OVERFRAMIN6 <br />L _ _ _ J <br />• °— — -- —„-INDICATES 1/8"A" SAW GUT CONTROL JOINT <br />INDICATES LOCATION OF REINFORCED GMU GORE <br />(SEE NOTES) <br />J L METAL HANGER <br />INDICATES POST ABOVE. PROVIDE 50LID <br />BLOCKING UNDER P05T OR JAMB ABOVE. <br />ROOF FRAMING PLAN <br />SCALE: 1/4"= I'-O" (22x34 SHEET) <br />SCALE: 10*'-0" (110 SHEET) <br />ROOF FRAM I NO <br />• SEE ROOF TRU55 UPLIFT CONNECTOR SCHEDULE FOR ALL ROOF <br />TRU55 CONNECTORS. <br />• ROOF 5HEATHIN6 SHALL BE 1116" MIN, 05B/PLYWOOD 5HEATHIN6 24/6, <br />EXPOSURE I. FASTEN 5HEATHIN6 TO ROOF MEMBERS W/ 2 %"xO.113" <br />RING SHANK NAILS (RSR5-01 OR EQUIV.) ® 6" O.G. AT PANEL E06ES d <br />® 6" O.G. IN FIELD. FASTEN 5HEATHIN6 TO 6ABLE END $ DRA6 <br />TRUSSES w/ RIN6 SHANK NAILS ® 3" O.G. (U.N.O.). PROVIDE BLOGKIN6 <br />ALONG PANEL ED6E5 AT FIRST 2 TRU55 BAYS FROM 6ABLE END. <br />PROVIDE "H" STYLE GLIP5 ALONG UNSUPPORTED ED6E5. <br />• ROOF 5HEATHIN6 FOR MAIN ROOF TRUSSES SHALL EXTEND <br />CONTINUOUSLY UNDER ALL OVERFRAMIN6. <br />• TRUSS ALL VALLEY SETS. FASTEN EACH TO TRUSS BELOW w/ <br />51MP50N VTGR CLIPS ® 24" O.G. <br />• ALL METAL HAN6ER5 SHALL BE SPECIFIED BY THE TRU55 <br />MANUFACTURER, UNLE55 OTHERWI5E NOTED. <br />• ERECT AND INSTALL ROOF TRUSSES PER WTGA 4 TPI'5 BG51 I <br />GUIDE TO GOOD PRACTICE FOR HANDLIN6, IN5TALLIN6 d BRAGIN6 <br />OF METAL PLATE CONNECTED WOOD TRUSSES." <br />ROOF TRUSS SHOP DW65. SHALL BE SUBMITTED TO ARCH 4 EN6. <br />FOR REVIEW AND APPROVAL PRIOR TO FABRICATION OR DELIVERY. <br />• SUPPORT PORCH 4 SHORT SPAN ROOF TRU55E5 W 2x4 LEDGER <br />FASTENED TO FRAMIN6 w/(2) 3"x0.131" NAILS ® 16" O.G. <br />UPL I r-T GONNEGTOR5 <br />BEARIN6 CONDITION <br />TRU55 <br />CONNECTOR <br />LENGTH <br />< 15' <br />S I MPSON H2.5T <br />51N6LE ROOF TRUSS BEARIN6 ON <br />> 15' <br />SIMPSON HIOA <br />WOOD STUD WALL/WOOD BEAM <br />ROOF 61RDER TRUSS BEARIN6 ON <br />ALL <br />51MP50N HT520 <br />WOOD STUD WALL/WOOD BEAM <br />51116LE ROOF TRU55 OR PORCH <br />ALL <br />SIMPSON HETA16 <br />BEAM BEARIN6 ON GMU WALL <br />ROOF 6.T., FLUSH BEAM OR <br />ALL <br />(2) SIMPSON HETA16 <br />FLUSH 6.T. BR6. ON GMU WALL <br />ALL BEARIN6 POINTS OF EACH ROOF TRU55 SHALL BE CONNECTED <br />WITH CONNECTOR AS L15TED ABOVE. <br />IT 15 THE RESPONSIBILITY OF THE ENGINEER OF RECORD TO DE516N <br />THE UPLIFT GONNEGTOR5 PER SECTION 2.2 OF AN51/TPI-2014 <br />NATIONAL DE516N STANDARDS FOR METAL PLATE CONNECTED WOOD <br />TRU55 CONSTRUCTION". MK HAS ENGINEERED ALL ROOF TRU55 UPLIFT <br />CONNECTORS IN ACCORDANCE WITH THE REQUIREMENTS OF A5GE-1-16. <br />ALL UPLIFT CONNECTORS AND LOADS PER TH15 DRAWING SHALL <br />SUPERSEDE THE TRUSS MANUFACTURER'S UPLIFT CONNECTOR <br />SPECIFICATIONS AND LOADS SHOWN ON THE SHOP CARDS. <br />REFER TO 5-0.0 FOR TYPICAL <br />STRUCTURAL NOTES ff SGHEDULES <br />�};iiPflt <br />seal: ../`i� <br />ti s No T7824 � <br />STATE OFZZ <br />ORI <br />© copyright: P N11N 00\ <br />Structural Engineering, Inc. <br />0 CD <br />z <br />JLU <br />w <br />w <br />= Z <br />CN <br />c <br />CD <br />M <br />z <br />w <br />a <br />J <br />CD <br />Q <br />Z= <br />.n <br />Q� <br />U <br />�• Q <br />Wcn <br />� <br />� <br />M Z3 <br />E <br />J <br />�o <br />z <br />= p <br />�o <br />o <br />y <br />Yd <br />Cm t_n <br />o N <br />C <br />M O. <br />IV <br />7 <br />M&K project number: <br />068-1 9027 <br />project mgr: JSB <br />drawn by: BC <br />issue date: 05. `j 3-2, 1 <br />REVISIONS; <br />date: initial; <br />zi <br />sheet: <br />Sm 1.3 <br />