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o&a`a <br /> ow <br /> �o <br /> ZK <br /> N <br /> 5 I I 5 I W ��U4 <br /> w ow <br /> Hozil"� <br /> 48 48 LL� <br /> E ---- =ate <br /> --- - - ---------- Fo <br /> 57 DORMER FRAMING g r w <br /> 1 <� <br /> 2x12AT <br /> 24"O.C. s $ <br /> W/Y2"ROOF SHEATHINGts <br /> ° QaN <br /> azosy <br /> SCISSOR TRUSSES Ai 24"O.C. z° <br /> W/y"ROOF SHEATHING <br /> HIGH2 <br /> `m <br /> iW 9 4 z ; <br /> S7 <br /> 4 <br /> 7 S7 S7 3 <br /> x6 Hl m a oow <br /> p Z.2 <br /> xibL W I Nim ocD <br /> S7 <br /> JS7 I 9 <br /> 12,GB <br /> ro TYPICAL OVERFR MING <br /> PER 1/S7 , <br /> 7 �L <br /> NI <br /> 8 w 8 <br /> S7 S7 <br /> 14 <br /> S7 ROOF FRAMING NOTES: <br /> ROOF FRAMING <br /> 2x12 ROOF JOISTS Ai 24"O.C. <br /> Oq W/ ROOF SHEATHING i. REFER TO SHEET S4 FOR SHEARWALL AND HOLDOWN LOCATIONS. <br /> sF <br /> 2. STUD SPACING IS 16"O.C.FOR ALL WALLS, >�49Eo M.N�arc✓r <br /> S7 3. REFER TO DETAIL 20/S6 FOR TYPICAL HEADER FRAMING. <br /> 16 <br /> Si 57 - 4. ALL HEADERS ARE 46 UNLESS NOTED OTHERWISE. <br /> 5. ROOF TRUSS DESIGN LOADS: <br /> 7 6 DEAD LOAD - 12 PSF+SELF WT <br /> S7 57 LIVE LOAD -25 PSF SS oNnL E� <br /> Si SCSSOR TRUSSES Ai 24"O.C. LL DEFLECTION-L/360 MIN;Y2"MAX <br /> W1 Y2"ROOF SHEATHING TL DEFLECTION-L/240 MIN; Y4"MAX <br /> 6. GT INDICATES GIRDER TRUSS <br /> Hi INDICATES HIP TRUSS <br /> ROOF FRAMING HGi INDICATES HIP GIRDER TRUSS <br /> ROOF TRUSSES AT 24"O.C. " VERFRAME ONTO R00 GABLE <br /> W/Y2"ROOF SHEATHING ER ARCH 7. GIRDER TRUSS TO GIRDER TRUSS HANGERS TO BE SPECIFIED BY <br /> 2 MANUFACTURER. <br /> S7 Z W <br /> 410 Q 71W W <br /> O W U <br /> D <br /> C,() <br /> LLJ <br /> Q <br /> W <br /> cl� Q:� <br /> 2 , LL cf) Z LLJ <br /> © ® S7 S7 4 8 LL W <br /> ------- - - - — — --- ---- ---- W <br /> A 3Yex�2 cLe - O <br /> TRUSS iO BEAR ON O J <br /> EXT WALL <br /> TYPICAL OVERFRAMING <br /> MONO SLOPED ROOF TRUSSES Ai 24"O.C. PER 15/S7 S7 <br /> W/Y{ROOF SHEATHING <br /> i ROOF FRAMING PLAN <br /> CLIENT: <br /> 3 SCALE i/4"= 1'-0" ARCH. STUDIO <br /> DESIGNED BY: <br /> KW <br /> DRAWN BY: <br /> TF/JH <br /> CHECKED BY: <br /> " JJ <br /> DATE: <br /> MARCH 16, 2018 <br /> SHEET NUMBER: <br /> CITY OF EVERETT C�.� <br /> REVIEWED FOR PERMIT v <br />