Laserfiche WebLink
f— <br />LEGEND <br />• ® INTERIOR BEARIN6 WALL <br />• _ _ _ BEARIN6 WALL ABOVE <br />REAR LANAI DROPPED BEAM5: <br />FASTEN DROPPED BEAM5 TO (2)2x12 W/ Y2" 05B/PLYWOOD • BEAM / HEADER <br />P05T5 PER DTL U/5-1.2 (TYP. OF 2) — — — ,� — — —/, <br />BTWN. PLY5 (TYP. OF 3) • LOCATION AND EXTENT OF 5HEARWALL <br />DROPPED BEAM <br />�+ • I I EXTENT OF OVERFRAMIN6 <br />6 _ L•_•_•_•J <br />A13A46Z BA5E <br />(TYP. OF 2) <br />6" FLOOR TRU55E5 <br />0 24" o.c. (MAX) <br />• — -- —INDICATES 1/8"A" SAW GUT CONTROL JOINT <br />INDICATES LOCATION OF REINFORCED GMU GORE <br />"i (SEE NOTES) <br />J L METAL HAN6ER <br />INDICATES P05T ABOVE. PROVIDE SOLID <br />13LOGKIN6 UNDER POST OR JAMB ABOVE. <br />HOLDOAN / 5TRAF 5CHEVULE <br />SYMBOL <br />5PEGIFIGATION <br />FASTEN BUILT-UP POSTS 5UPPORTIN6 ROOF 6.T. TO <br />GMU WALL w/ (1) 51MP50N M5TGM40 STRAP W (12) y4" <br />5T-I DIA x 1%4" LONG TAPGON5 INTO GMU. DE516N ACCOUNTS <br />FOR REDUCED STRAP GAP. FOR SHORTER TAPCON5. <br />(U5E ONE STRAP TOTAL PER BUILT-UP POST, U.N.0) <br />4xb P.T. <br />P05T <br />PROVIDE (I) <br />51MP50N 6520 <br />STRAP ON EACH <br />EXTERIOR FACE <br />OF POST, Cr MIN <br />END LENGTH <br />DROPPED <br />BEAMS <br />PER PLAN <br />REAR W00D LANAI <br />TYP. BEAM TO POST CONN. <br />WAX: 3/4'4-0' <br />ROOF FRAMING <br />• SEE ROOF TRU55 UPLIFT CONNECTOR SCHEDULE FOR ALL ROOF <br />TRU55 CONNECTORS. <br />• ROOF SHEATHING SHALL BE -f/Ib" MIN. 055/PLYWOOD 5HEATHIN6 2446, <br />EXPOSURE I. FASTEN 5HEATHIN6 TO ROOF MEMBERS w/ 2 316"0.II3" <br />RING SHANK NAILS (R5R5-01 OR EGUIV) o b" O.G. AT PANEL E06E5 4 <br />o b" O.G. IN FIELD. FASTEN SHEATHING TO GABLE END 4 DRA6 <br />TRUSSES w/ RING 5HANK NAILS o 3" O.G. (U.N.O.). PROVIDE BLOGKIN6 <br />ALON6 PANEL E06E5 AT FIRST 2 TRU55 BAYS FROM GABLE END. <br />PROVIDE "H" STYLE CLIPS ALON6 UNSUPPORTED EDGES. <br />• ROOF 5HEATHIN6 FOR MAIN ROOF TRU55E5 SHALL EXTEND <br />CONTINUOUSLY UNDER ALL OVERFRAMIN6. <br />• TRU55 ALL VALLEY SETS. FASTEN EACH TO TRU55 BELOW w/ <br />51MP50N VTCR CLIPS o 24" O.G. <br />• ALL METAL HANGERS SHALL BE SPECIFIED BY THE TRUSS <br />MANUFACTURER, UNLE55 OTHERWISE NOTED. <br />• ERECT AND INSTALL ROOF TRUSSES PER WTCA 4 TPI'S BG51 I <br />GUIDE TO 600D PRACTICE FOR HANDLING, INSTALLING 4 BRAGIN6 <br />OF METAL PLATE CONNECTED WOOD TRU55E5." <br />• ROOF TRUSS SHOP DW65. SHALL BE SUBMITTED TO ARCH 4 EN6. <br />FOR REVIEW AND APPROVAL PRIOR TO FABRIGATION OR DELIVERY. <br />• SUPPORT PORCH 4 SHORT SPAN ROOF TRU55E5 w/ 2x4 LE06ER <br />FASTENED TO FRAMIN6 w/(2) 3"x0.131" NAILS o 16" O.G. <br />UPLIFT CONNECTORS <br />BEARING CONDITION <br />TRU55 <br />CONNECTOR <br />LENGTH <br />< 15' <br />51MP50N H2.5T <br />51N6LE ROOF TRUSS BEARING ON <br />> 15, <br />51MP50N HIOA <br />WOOD STUD WALL/WOOD BEAM <br />ROOF 61RDER TRUSS BEARING ON <br />WOOD STUD WALL/WOOD BEAM <br />ALL <br />SIMPSON HT520 <br />5IN6LE ROOF TRUSS OR PORCH <br />ALL <br />51MP50N HETAib <br />BEAM BEARING ON GMU WALL <br />ROOF G.T., FLUSH BEAM OR <br />ALL <br />(2) SIMP50N HETAI6 <br />FLUSH G.T. BRO. ON GMU WALL <br />ALL BEARING POINTS OF EACH ROOF TRU55 SHALL BE CONNECTED <br />WITH CONNECTOR AS LISTED ABOVE. <br />IT 15 THE RE5PON5113ILITY OF THE EN61NEER OF RECORD TO DE516N <br />THE UPLIFT CONNECTORS PER SECTION 2.2 OF AN51/TPI-2014 <br />NATIONAL DESIGN STANDARDS FOR METAL PLATE CONNECTED WOOD <br />TRU55 GON5TRUGTION". M4K HAS ENGINEERED ALL ROOF TRU55 UPLIFT <br />GONNEGTORS IN ACCORDANCE WITH THE REOUIREMENT5 OF ASGE-1-10. <br />ALL UPLIFT CONNECTORS AND LOADS PER TH15 DRAWING SHALL <br />SUPERSEDE THE TRUSS MANUFACTURER'S UPLIFT CONNECTOR <br />SPECIFICATIONS AND LOADS 5HOWN ON THE SHOP CARDS. <br />REFER TO 5-0.0 FOR TYPICAL <br />STRUCTURAL NOTES 8 SCHEDULES <br />seal: <br />�i o >007 <br />A, 4 OR <br />© copyright <br />Strucidu���r��tc► <br />atD <br />z <br />m <br />w <br />w <br />z <br />N <br />CD <br />z <br />w <br />J <br />Q <br />a <br />N <br />Zm <br />= <br />� <br />E <br />o� 5e <br />cn <br />•� j <br />Ja <br />Ii <br />co <br />Lu <br />8co <br />y <br />m US <br />c N <br />� <br />oc <br />M a <br />M&K project number: <br />068-200 1 1 <br />project mgr, N J M <br />drawn by: KG K <br />issue date: 05-20-20 <br />REVISIONS: <br />date: initial: <br />4� =1= 4= 4=I <br />d <br />5T-I 61 5T-1=1 37 <br />�-2 (L <br />ILL <br />---- --- w <br />0 <br />T� 0 <br />Lo <br />2Nn FLOOR FRAMING PLAN O <br />SCALE: 1/4"=1'-0" (2244 SHEET) <br />SCALE: 1/V=1'-0" (1Ix11 SHEET) i i ryl <br />IJ.yUj.� r"s W <br />Q F, �e <br />z0 Z_.., <br />N Ld J J <br />sheet: <br />Sw 1.2 <br />