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041-111�, 13, <br />, El <br />SCALE N.T.S. <br />|) <br />SCALE N.T.S. <br />���������' <br />NOTE <br />THE MAIN ELECTRICAL SERVICE OR FEEDER PANEL FOR <br />EACH DWELLING UNIT SHALL HAVE A RESERVED SPACE <br />TO ALLOW INSTALLATION OF A DUAL POLE CIRCUIT <br />BREAKER FOR FUTURE SOLAR ELECTRIC INSTALLATION <br />AND SHALL BE LABELED " FOR FUTURE SOLAR <br />ELECTRIC" <br />A PERMANENT CERTIFICATE, INDICATING THE BOUNDARIES <br />AND STRUCTURE PROVISIONS OF THE 30b\R Z0NE, <br />SHALL BE POSTED NEAR THE ELECTRICAL DISTRIBUTION <br />R\NEL, WATER HEATER OF OTHER CONSPICUOUS <br />LOCATION. <br />SOLAR ELECTRICAL PANEL MAY INSTALLATION ON THE <br />ROOF WITH DIMENSION NO LESS THAN 5 FEET OR LESS <br />THAN 80 SQUARE FEET OF CONTIGUOUS AREA. <br />PERMANENTLY INSTALLED OBJECTS ADJACENT TO THE <br />SOLAR READY ZONE SHALL BE LOCATED S0 THAT THEY <br />D0 NOT CAST SHADOWS ON THE SOLAR READY ZONE <br />WHEN THE SUN IS DIRECTLY EAST, WEST, OR SOUTH OF <br />THE SOLAR ZONE AT 45 DEGREES ABOVE THE HORIZON.| <br />1� RIM BOARD URBEAM AS OCCURS <br />2, 2X DECKING PER PLAN <br />3. (2) j-^ DIA. THROUGH BOLT W/ 4^ X 2^ <br />ROUND WASHER <br />4. S|WPS0N FB24 EACH END OF <br />POST <br />5. 2X2 CEDAR @ 4" 0.C� <br />SRC R312.1] MAX OPENING SUCH THAT A <br />4" SPHERE CANNOT PASS THROUGH. [2 <br />G. 4X4 CEDAR POST W/ 8'-0^ O.C� <br />MAX. <br />7. 2X4 CEDAR TOP BOARD CONT. <br />ATTACHED INTO POST W/ (3) J" X <br />3' SCREW PER POST <br />8. S|MP30N HDU2 EACH END OF <br />THE DECK FOR LATERAL <br />SUPPORT IF DECK OVER <br />12'-0" SPAN <br />Q. USE MINIMUM (2) 8d NAILS <br />PER 2X2 CEDAR TO ATTACHED <br />INTO TOP & BOTTOM PLAT 2X4 <br />ucu^n SECTION VIEW <br />�������� DETAIL. <br />DECK .�� GUARD U^�� <br />\ �������� ���������= �s������� <br />1. TRUSS PER PLAN <br />l. S|MpS0N H1 OR 1-12-5CUP <br />EVERY TRUSS <br />3. STUD WALL <br />4. PLYWOOD SHEATHING <br />5. EDGE NAILING <br />5. 2X BLOCKING @ 24" W/ <br />3-10d PER BLOCK TOENAIL <br />INTO PLATE <br />7, SHEAR PANEL EDGE NAILING <br />O. SHEATHING AND NAILING PER <br />SHEARWALL SCHEDULE <br />1.0RDER TRUSS PER PLAN <br />2.VALUEY TRUSSES OR <br />CONVENTIONAL <br />OVERFRAM|NG <br />3. ROOF SHEATHING <br />CONTINUOUS BELOW <br />0V[RFRAM|NG. TRUSS TOP <br />CHORDS #y0 SHEATHING <br />SHALL BE BRACED W/ 2x4 <br />@ 24" O.C. ATTACHED W/ <br />(2) 10d NAILS PER TRUSS <br />4. ROOF TRUSS PER PLAN <br />5, RACE MOUNT HANGER PER <br />|KU33 MANUF. <br />(A 1- EDGE NAILING <br />� 2, CONTINUOUS FASCIA WITH (8 <br />1 Od NAILS PER JOIST <br />J, 2x4 OUTRIGGER 12^ OR LESS <br />FROM EXTERIOR WALL @ 48^ <br />(J) O.C. (MORE THAN 12^ FROM <br />EXTERIOR WALL @ 24^ 0.Cj <br />ry <br />�� � EDGE NAILS PER SHEAR WALL <br />` ' SCHEDULE <br />8� <br />5. 2-10d TOENAIL 0UTL00KER <br />THRU. TRUSS (OVTL8 KER <br />(g) EXTENDING MORE THAN 12^ <br />FROM EXTERIOR WALL USE A34 <br />MIN.) <br />5. GABLE END TRUSS - <br />(4) SHEATHING AND NAILING PER <br />SHEARWALL SCHEDULE FOR <br />WALL BELOW <br />7, 2X0 CONTINUOUS 01 10d <br />NAILS @ O^ O.C. STAGGER <br />EACH ROW <br />S. TRUSSES PER PLAN <br />S. 10d @ 8^ O.C. TIE TRUSS INTO <br />2X CONTINUOUS MEMBER <br />GABLE END <br />� �TRUSS <br />1. <br />PLYWOOD SHEATHING <br />2, <br />8d @ 0^ O.C, <br />3. <br />2X OVER FRAME @ 24^ <br />O.C.Od TOE NAILS <br />TO VALLEY BOARD <br />4, <br />TRUSS OR RARER PER <br />PLAN <br />5. <br />2XCONTiNUOU6VALLEY <br />50AF,IDFLAT LUV2-|6d <br />/ <br />NAIL PER TRU65TYfI. <br />1NOTE: <br />x ~ <br />1, <br />PLY80OID 61-1E4TAING ON <br />pR|M4RYROOF TFLlS5E5 <br />�-(4) <br />8A4LL5ECQNT|N0OUS. <br />2� <br />AT 2X OVER FRAMING USE <br />'-- uOTE�u~ <br />THE FOLLOWING: <br />RIDGE BOARD SHALL BE AT LEAST 1-(NCH <br />'-4' ------2X4 MIN. <br />0. <br />NOMINAL THICKNESS AND NOT LESS IN <br />. <br />4 -O------2X8 �iM <br />DEPTH THAN THE CUT END OF THE RERER. <br />ALL VALLEYS AND HIPS SHALL NOT LESS <br />' . <br />- ----- . <br />� 10 2X8 W|N <br />T*xm v-|mr� mn�»|mm T*/rxmFn� �mn uor <br />10'-12'----2X18 MIN. <br />''- <br />'--'� ^^r-^-` '^~ ^~� <br />LESS IN DEPTH OF THE CUT END OF THE <br />RAFTER. <br />VALLEY FRAME AT OVERFRAME <br />SCALE N.T.S.-- <br />_ _______________--___________--- <br />,� <br />.' <br />^~ � BD�D4� �� <br />60L4R^ ZONE ^^ <br />(3 �Fl <br />/~ <br />SCALE: N.T.S. <br />DATE � REVISION I REV. BY: <br />F,4C,E VIEW <br />ROOF FRAMING PLAN <br />ALL BEAMS AND HEADERS TO BE 6X8 DF #2 AT BEARING WALLS, U.N.O. SCALE: 1/4" V-O" <br />SHADED AREAS INDICATE OVERFRAMING, 2X6 @ 24" O.C., U.N.O. <br />BEARING WALLS ARE INDICATED AS SHADED WALLS <br />PROVIDE VENTED BLOCKING AT REQUIRED TRUSS/RAFTER BAYS <br />ALL MANUFACTURED TRUSSES: <br />* SHALL NOT BE FIELD ALTERED WITHOUT ENGINEER'S APPROVAL <br />* SHALL HAVE DESIGN DETAILS AND DRAWINGS ON SITE FOR FRAMING INSPECTION <br />* SHALL BE INSTALLED AND BRACED TO MANUFACTURER'S SPECIFICATION <br />* SHALL CARRY MANUFACTURER'S STAMP ON EACH TRUSS <br />IF AN ENGINEERED ROOF FRAMING LAYOUT IS PROVIDED BY THE TRUSS SUPPLIER, <br />THAT TRUSS LAYOUT SHALL SUPERCEDE THE TRUSS LAYOUT INDICATED IN THE PLANS. <br />PROVIDE TRUSS LAYOUT AND SPECS ON SITE FOR INSPECTION. <br />Z PROVIDE SOLID FRAMING EQUAL TO THE WIDTH OF THE MEMBER BEING SUPPORTED (U.N.O.) <br />ROOF VENTS CAL -- <br />ROOF JACK VENT APPLY: AREA I <br />- 1410Y 300 = 4.-3 60FT- <br />(7" X 1")/144 = 034 5G). FT. <br />4.1B 5Qf:T/ 0.34 60.F7. =14.41 <br />OR ROOF JACK VENT REO'S . |E, <br />ROOF JACK VENT APPLY: AREA l <br />- |ro9/ 500 = 0.5ro 5QFT. <br />(I" )< 7")/144 = 0.34 50. FT. <br />O.E�ro 5Q.I=T./ 0,34 &QFT, =|�o(o <br />OR ROOF JACK VENT REQ'5 - 2 <br />- 7M. <br />�1��S6/46 <br />D�/��/�� <br />��`// ~�^�/ ^� <br />CITY ~~ ` -- --' ^~~ ^ " <br />R���8��������R PE����T `--~`-- - <br />ROOF VENTS CAL.: <br />CONT. RIDGE VENT REQ'S: <br />300 = 638 5QLFT. <br />CONT. RIDGE VENT APPLY: <br />(}2a"/12} ~ 4ro FT = &'E� &aF`'[ <br />ROOF JACK VENT APPLY: <br />(I" >< 7")/144 = 034 &a. FT. <br />ro,5 &(2F-T/ 0.34 5QFT. =20.21 <br />OR ROOF JACK VENT RE(2'e - 21 <br />PROJECT # <br />