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ROOF AREA = 1435 SQ. FT. <br />REQUIRED ROOF VENTILATION <br />1435 / 150 = 9.56 SQ FT = 1377 SQ IN. <br />WITH 16 BAYS <br />REQUIRED VENT <br />1377 / (2 'k16) = 43.0 IN-2 PER BAY PER <br />SIDE. <br />T- <br />SW1 4x6 S 1 4x6 SW1 _ <br />r / RIPLE STUD <br />DOUBLE AFTER UNDER BEAM <br />i DO R <br />_ = -- - - — - — <br />II <br />cfl r2xl T S5 S5 <br />--- <br />N 2x12 HF#2 @ 24 O/C ( <br />II cn <br />_I <br />/ DOUBLE RAFTER m <br />r N —) <br />I- — — — — — _ — — <br />r <br />DOUBLE RAFTER - _DOUBLE RAFTER T_I <br />�I- - - <br />co r2xl2 — N N 2x12 I STICK <br />'0 — — FRAME <br />'4 VAULT <br />CEILING <br />PLATE <br />HEIGHT IS <br />r DOUBLE RAFTER DOUBLE RAFTER / 2'-10" LESS <br />�- — F <br />\ TRIPLE STUD — <br />F 7 UNDER BEAM <br />I 4x61 SW1 SW1 SW1 SW1 SW1 <br />x <br />1117=13 1/8 x 0 1 /2 G B <br />I� I I I I I <br />7 <br />� \ <br />:DXe <br />/ <br />=OUTLOOKS o I® I <br />I < N o o <br />:D / <br />I I I I I I QI <br />_T—r--f--_i_�---� to <br />U U) <br />i <br />I U) I t o I o of / QQN I <br />I T I T <br />I � ► I <br />ROOF V4NT <br />r _ <br />GIRD RU (� 4x 77 <br />/ 4x8 <br />I- o V I I I I SW1i I I I I SW1 I I <br />/ 4x� � �l <br />SW1 <br />5 WHERE ROOF EAVES PROJECT <br />---------- S5 APPROX 3 FT FROM THE <br />PROPERTY LINE, ONE HOUR <br />CONSTRUCTION IS REQUIRED <br />/� ! A ON THE UNDERSIDE OF THE <br />ROO F F M l N G P LAIC EAVES. USE ROOF VENT AS <br />SHOWN IN LIEU OF SOFFIT <br />SCALE: 1/4" = l'-0" VENTING. <br />HEADER <br />PER PLAN <br />l SCALE: 3/4" = V-0" <br />DBL TOP <br />PLATE <br />(1) 2x_ STUD END NAIL TO <br />HEADER (5) 16d NAILS MIN. <br />STUD FOR OPENINGS <br />HAN 6'-0" AND (2) 2x_ <br />vv� FOR OPENINGS <br />GREATER THAN 6'-0" UNLESS <br />NOTED OTHERWISE IN PLANS <br />TRUSSES <br />WALL FRAMING <br />BEYOND OPENING <br />#4 VERTICAL <br />BAR AT 48" O.C. <br />MAX. SPACING <br />CONCRETE SLAB & <br />EXTERIOR REINFORCING PER <br />PAVEMENT FOUNDATION PLAN <br />"7 <br />o a <br />c ° <br />r 4 <br />p <br />° <br />00 O <br />a 4 <br />4" PERFORATED (2) CONT. #4 BARS <br />FOOTING DRAIN AT BOTTOM OF FTG <br />SURROUND W/ GRAVEL EQ 8" EQ. <br />1'-4" <br />4'-0" MAX. <br />UNBALANCED <br />BACKFILL <br />SHEAR WALL <br />PER PLAN <br />P.T. 2x_ MUD SILL PLATE W/ <br />%2" 0 A.B. MIN. 7" EMBED W/ 3" x 3" x%4" <br />THICK WASHER AT 48" O.C. & 12" <br />FROM END OF EACH MEMBER. <br />(U.N.O. IN SHEAR WALL SCHEDULE) <br />RIM JOIST SHEAR FLOW NAILING <br />6 OR SIMPSON CLIP AS SPECIFIED <br />IN SHEAR WALL SCHEDULE <br />S5 <br />END OF SHEAR END OF SHEAR <br />WALL PER PLAN WALL PER PLAN <br />+\A/� HOLD DOWN <br />�1 <br />.7 V V STHD_ STRAP DESIGNATION PER PLAN <br />DESIGNATION PER PLAN <br />SHEATHING PER SHEATHING PER <br />SCHEDULE SCHEDULE <br />AS SHOWN ON PLANS <br />DOUBLE STUD OR 4x_ ATTACH TO POST W/ <br />MEMBER. STITCH DOUBLE SUPPLIED WOOD SCREWS <br />STUDS ACCORDING TO STRUCTURAL NOTES PER SIMPSON SPECS. <br />HDU_, PHD_ AND HDQ_ TYPE HOLD DOWN <br />SECURED TO 4x- DF#2 MEMBER PER <br />SIMPSON SPECIFICATIONS <br />STHD TYPE HOLD DOWN INSTALLED OVER <br />DOUBLE STUD PER SIMPSON <br />SPECIFICATIONS. USE "STHDRJ" FOR <br />RAISED FLOOR APPLICATIONS <br />ANCHOR BOLT OR ALL THREAD ANCHOR ROD <br />PER HOLD DOWN SCHEDULE. CONSULT SIMP. <br />Viz¢ CATALOG FOR PROPER ORIENTATION OF <br />ANCHOR BOLT i2w <br />SILL PLATE SILL PLATE <br />CONC. FOUNDATION CONC. FOUNDATION <br />a <br />4 d <br />p : p <br />- LOCATE (1) #4 LONG. BAR ABOVE <br />EMBEDDED PORTION OF STRAP/ANCHOR ° <br />1 112" MIN. EDGE 5" MIN. EDGE <br />DISTANCE DISTANCE <br />ELEVATIONS <br />TYPICAL HOLD U®V1/ <br />/ SCALE: 3/4" = V-0" <br />#4 VERTICAL p <br />BAR AT 48" O.C. <br />MAX. SPACING <br />r� 00� <br />4" PERFORATED / <br />FOOTING DRAIN <br />SURROUND W/ GRAVEL EQ <br />p p <br />° <br />8" <br />1'-4" <br />2x_ BASE PLATE <br />(NAILING PER SHEAR <br />WALL SCHEDULE) <br />%4" T&G APA 2%6 RATED <br />PLYWD SHEATHING GLUED <br />& NAILED TO FLOOR JOISTS <br />(1) #4 TOP BAR <br />z <br />2 <br />FLOOR JOIST <br />PER PLAN <br />CRAWLSPACE GRADE <br />(2) CONT. #4 BARS <br />AT BOTTOM OF FTG <br />EQ. <br />IL. STEM WALL / FLOOR <br />S5) SCALE: 3/4" = l'-0" <br />%4" T&G APA 24/6 RATED <br />PLYWD SHEATHING <br />DBL JOIST OR GLUED & NAILED <br />3/4" x 1-1/4" <br />NOSING BEAM PER PLAN TO FLOOR JOISTS <br />%2' CDX PLYWD <br />RISERS <br />10" MIN <br />RUN - <br />w SIMPSON JOIST HANGER <br />c2 PER PLAN WHERE JOISTS <br />xx10� ARE PERP. TO STAIR BEAM <br />3/4" CDX �` d _ SIMPSON A35 CLIP EACH <br />PLYWD SIDE OF EACH STAIR <br />TREADS STRINGER AT EACH STAIR <br />LANDING BEAM <br />\ (3) 2x12 STRINGERS <br />U.N.O. IN FRAMING PLANS <br />S5) SCALE: 3/4" = l'-0" <br />FIRE BLOCKING AT TOP, BOTTOM <br />& AT MID SPAN. ADDITIONAL FIRE <br />BLOCKING ABOVE WALLS IN <br />CONTACT W/ STRINGERS <br />'-0" MAX. 4 <br />UNBALANCED <br />BACKFILL <br />P.T. 2x MUD SILL PLATE W/ <br />%2' O A.B. MIN. 7" EMBED W/ 3" x 3" x%4" <br />THICK WASHER AT 48" O.C. & 12" (2) #4 TOP BAR <br />FROM END OF EACH MEMBER. <br />(U.N.O. IN SHEAR WALL SCHEDULE) #4 HORIZONTAL <br />BARS @ 10" O.C. <br />CONCRETE SLAB & <br />REINFORCING PER <br />z_ . FOUNDATION PLAN <br />94 VERTICAL p <br />BAR AT 12" O.C. a <br />co <br />(2) CONT. #4 BARS <br />4" PERFORATED AT BOTTOM OF FTG <br />FOOTING DRAIN <br />SURROUND W/ GRAVEL EQ 8" EQ <br />V-4" <br />J SCALE: 3/4" = l'-0" <br />7/6" APA 24/6 RATED OSB <br />SHEATHING W/ 6d @ 6" O.C. <br />EDGE & 12" O.C. FIELD NAILING <br />(U.N.O. IN NOTES) <br />8d @ 6" O.C. <br />INTO BLOCKING <br />U.N.O. IN SCHEDULE <br />OVERHANG <br />PER PLAN <br />SHEAR WALL <br />PER PLAN <br />2x_ BLOCKING <br />OVER BEAM <br />BEAM PER <br />FRAMING PLANS. <br />z SIMPSON PB_ POST BASE OR <br />g EQUIV. DRIFT PIN. WIDTH TO <br />N MATCH POST DIMENSIONS <br />Lu <br />p <br />Z a <br />Ure <br />W ° <br />H a I <br />WIDTH <br />PER PLAN <br />2x BLOCKING OVER <br />BEAM BELOW <br />Y4" T&G APA 24/6 RATED PLYWD <br />SHEATHING GLUED & NAILED <br />TO FLOOR JOISTS <br />FLOOR JOISTS <br />PER FRAMING <br />PLANS <br />SIMPSON PC_ COLUMN <br />CAP MATCH TO POST <br />& BEAM DIMENSIONS <br />- POST PER PLANS <br />ROOF SHEATHING EDGE <br />NAILING PER NOTES <br />OVER SHEATHED TRUSy <br />ROOF TRUSS PER <br />FRAMING PLANOIL- <br />H1 CLIP AT EACH TRUSS MANUF. GABLE <br />TO DBL TOP PLATE / HEADER END TRUSS <br />OR BEAM CONNECTION <br />(2) #4 BARS MIN. EACH WAY <br />AT BOTTOM OF FOOTING <br />(U.N.O. IN PLANS) <br />%6' APA 24/6 RATED OSB <br />SHEATHING W/ 6d @ 6" O.C. <br />EDGE / 12" O.C. FIELD <br />NAILING (U.N.O. IN NOTES) <br />0.._-.__ <br />MAI I', I <br />DBL TOP PLATE gRAt'C Td�� <br />OR HEADER <br />ROOF FRAMING <br />DBL TOP MEMBERS PER <br />2x_ STUDS PLATE ROOF PLAN <br />@ 16" O.C. SHEAR WALL <br />PER PLAN <br />5 TRUSS TO SHEARL.L. <br />S5) SCALE: 3/4" = V-0" <br />ROOF SHEATHING PER <br />STRUCTURAL NOTES <br />RIDGE BEAM <br />PER PLAN <br />l SCALE: 3/4" = l'-0" <br />■ <br />SIMPSON LRUZ <br />SLOPED HANGER <br />TYP. <br />ROOF RAFTERS <br />PER FRAMING PLAN <br />2x_ STUDS <br />@ 16" O.C. <br />Lmre7.* . 43 1 eWA� <br />RAFTER PER <br />FRAMING PLAN <br />H1 CLIP AT EACH RAFTER <br />TO DBL TOP PLATE / HEADER <br />OR BEAM CONNECTION <br />S 1 SCALE: 3/4" = l'-0" <br />8d @ 6" O.C. <br />INTO BLOCKING <br />U.N.O. IN SCHEDULE <br />SHEAR WALL <br />PER PLAN <br />U) <br />z <br />0 <br />W <br />r <br />0 <br />0 <br />d <br />U <br />jy <br />w <br />0 <br />O <br />Lu <br />N <br />N <br />® <br />M <br />� <br />r <br />w <br />rn <br />0° w <br />Z <br />M uj <br />U) <br />Q <br />U <br />Z <br /><t <br />� <br />IL <br />O <br />0 N <br />ua <br />W 0 I® Z <br />co Q <br />3-14-22 <br />• McC�q j <br />�'�� OF �41` SFjW� ,V <br />38799`� w� <br />Sj�NAL �11G <br />CAI <br />ROOF FRAMING <br />PLAN, ®MAILS <br />REVISION: <br />1 <br />DATE: <br />3-14-22 <br />DRAWN BY: <br />TJM <br />SCALE: <br />AS NOTED <br />PROJECT NO: <br />W4737 <br />SHEET NO: <br />