1932 MELVIN AVE 2017-09-20 - Laserfiche WebLink

A F � 1 y e C cj � F'� 0 K 1 8 N W o V N 0 n CAI h N C 4 C' 16d @ EA BLOCKAND @ 12'O/C Q N H L SHEARWALL EDGE NAILING SHEARWALL EDGE NAILING INTO RIM.WHERE 3x BOTTOM PLATE 15 a E TO BOTTOM PLATE 16d @ EA JOIST.WHERE 3x TO BOTTOM PLATE REQ'D,USE SDS Y4x4Y SCREWS PRESSURE TREATED SILL PLATE PER - BOTTOM PLATE IS REQ'D, PRESSURE TREATED SILL PLATE u SHEARWALL SCHEDULE. USE 2x6 USE SDSYxx47�i SCREW. PER SHEARWALL SCHEDULE. USE BLOCKING @ 48'O/C - M W/A.B.@ 48.0/C(MIN) 2x6 W/A.B.@ 48'O/C(MIN) W/(3)1 Od NAILS y ' •�. +:�.:.•. POST PER PLAN-INSTALL PLUMB Q' ' lTP4 PER SHEARWALL SCHEDULE LTP4 PER SHEARWALL SCHEDULE - +Z tM•7 6-INCHES ABOVE BOTTOM OF HOLE s +..•',' SHEARWALL EDGE NAILING SHEARWALL EDGE PRIOR TO CONCRETE PLACEMENT c4 `co4 TO SILL PLATE NAILING TO SILL PLATE L. v D w DOUBLE TOP PLATE W/EDGE NAILING(STAGGER) 6' JOIST PER PLAN 'U Z ® ( @ HOLDOWN PER SCHEDULE AND PLAN 6` JOI5i PER PLAN (I-JOIST SHOWN) FJ O (HDQB-SDS3 SHOWN) (I-JOIST SHOWN) _ L a #4 VERT @ 18"O/C(ALT #4 VERT @ 1 B'O/C(ALT. +- ©BLOCKING EDGE NAILING G ALL PANEL EDGES. ®COORDINATE ALL STUD AND PLATE SIZES CONCRETE FILLED HOOK AS SHOWN V) BLOCKING AT ALL PANEL EDGES WHERE APPLICABLE. w/SHEARWALL SCHEDULE REQUIREMEMS HOOKAS SHOWN) ) PER HOLE PER PLAN 18' #4 HORIZ.@ 18'O/C 18' #4 HORIZ.@ 18"O/C PLAN ©EDGE NAILING TO HOEDOWN POST(FULL HEIGHT) � STAGGER INTO DOUBLE STUDS 01 EDGE NAILING TO POSTS,TRIM S1uos, 6 *BREAK SHEARWALL SHEATHING 8a 6• (1)#4 BAR EACH WAY OD STUDS @ 16'ON CENTER AND KING STUDS @ BOTTOM OF SILL PLATE I' 'I THROUGH POST _O ( PRESSURE TREATED SILL PLATE WITH EDGE NAILING (g)BEARING STUD FOR HEADER ��84-I -•8'•-I AND ANCHOR BOLTS PER SHEARWALL SCHEDULE. 1'-4' d• N (2)#4 CONT. � 2)#4 CONT. ©RIhUOtST TO BE lYa'MIN THICKNESS AT 4'Qf PERFORATED PLASTIC PIPE. 4'0 PERFORATED PLASTIC PIPE. OTOP PLATESPLICEIM NAILING TO BE(O 16d SINKERS(MIN). ALL SHEATWALLS CENTRE DRAININGIN ONE IC FOOT OF GRAVELAND CENTRE DRAINING GRAVEL AND JOISTS PARALLEL IN ONE CUBIC FOOT OF L PER I I I I m lAP 48'MINIMUM. CENTER SPLICE ON STUD. PIAN DRAIN To APPROVED OUTFALL. JOISTS PERPENDICULAR DRAIN TO APPROVED OUTFALL EXT. WALL/FOUNDATION CONNECTION �,POST EMBEDMENT OZ..' STD. SHEARWALL ELEVATION W/ RIM 2 \3 I o s ..' '=1'-a APPLICABLE FOR ALL SHEARWALLS scaE 3r-ra LL u Z M - o ¢oo Z P CONTINUOUS 2x6 RIDGE BOARD w Lu r k 2x4 OVERFRAMING //''2x4 HF#2 RAFTERS @ 24'o/c �... a w CONTINUOUS 2x6 SLEEPER RAFTERS @ 24'o/c w/(3) / w/(3)16d TOENAILS EACH END w/(3)16d SINKERS TO EACH 16d TOENAILS EACH END / 2x4 GUSSET w/E BER w TRUSS/RAFTER BELOW — I CONTINUOUS 2x6 RIDGE BOARD SINKERS EACH MEMBER OVERFRAMING RAFTERS MAIN ROOF A FRAMING PER PLAN 2x4 DIRECTLY BELOW RIDGE BOARD w/2x4 GUSSET w/(3)16d SINKERS EACH MEMBER 2x4 BLOCKING w/16d SINKERS @ 2x4 BLOCKING BETWEEN 6'./c TO SLEEPER BELOW 2x4 POST @ 48-INCHES ' ON CENTER MAX RAFTERS w/16d SINKERS @ 6' 2.4 w/(3)16d o/c TO SLEEPER BELOW SINKERS TO - RAFTER AND(2)16d TOENAILS TO CONTINUOUS 2x6 SLEEPER w/(3)164 ., ROOF FRAMING A SINKERS EA TRUSS/RAFTER CO C>, CONTINUOUS 2x4 BLOCKING w/(2) 16d SINKERS TO EACH TRUSS/RAFTER ROOF FRAMING PER PLAN BELOW.INSTALL SNUG IN FRONT OF SHEATHING PER PLAN/SCHEDULE POST AS SHOWN PROVIDE 2x4 POSTS AT RAFTERS AND RIDGE BOARD EVERY CONTINUOUS 2x4 TRIM BOARD w/(2) 48-INCHES MINIMUM. POSTS SHOULD BE ALIGNED TO FALL ON INSTALL LL SNUG N SINKERS IN EACH RAFTER FRONT OF 2x4 POSTS S. MAIN ROOF FRAMING MEMBERS AS SHOWN.WHERE RIDGE BOARD JAN-3 2Ui6 TO PREVENT SLIDING DOES NOT ALIGN w/MAIN ROOF MEMBER,POSTS SHOULD BEAR ON 2.6 BLOCK INSTALLED BETWEEN ADJACENT TRUSSES. Drawn By:FF CCC TOP VIEW SIDE VIEW SECTION A-A -0D e:0 By:ale:07-28.15-15 4 TYPICAL ROOF OVERFRAMING DETAILS SDA JOB NO, 7594 STRUCTURAL DETAILS I S-2.0 g