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DO NOT EXCEED 4'-0" SOIL w <br /> z <br /> HEIGHT DIFFERENTIAL WHEN O <br /> BACKIFILLING WALL Fn <br /> SHEAR WALL w <br /> PER PLAN--\---\/-- cc <br /> P.T. 2x4 MUD SILL PLATE W/ N O O O <br /> %2"0 A.B. MIN. 7" EMBED W/3"x 3"x%4" 17: 0 0 <br /> SW1 4x8 SW1 4 : SWI 4x8 SW1 "� THICK WASHER AT 48"O.C. & 12" 2x6 BASE PLATE 2 w w <br /> • FROM END OF EACH MEMBER. 0 <br /> r I (U.N.O. IN SHEAR WALL SCHEDULE) (NAILING PER SHEAR <br /> WALL SCHEDULE) 3/4"T&G APA 2446 RATED PLYWD w O O <br /> I_ _ _ _ . 0 _ I I�` / 2x10 BLOCKING <br /> FLOOR FRAMING SHEATHING GLUED&NAILED <br /> LI I I\�_ WALL FRAMING RIM JOIST SHEAR FLOW NAILING / OVER BEAM <br /> I I / BEYOND OPENING OR SIMPSON CLIP AS SPECIFIED PER PLANS / TO FLOOR JOISTS rn - <br /> IN SHEAR WALL SCHEDULE �. / \ w - ' <br /> �. #4 VERTICAL l ���, �, „� T� IIIE- Q o ,_ <br /> �� - - - - BAR AT 48"O.C. (1)#4 TOP BAR 0 <br /> MAX. SPACING (2)#4 IN TOP 12" FOR H >8'-0" <br /> �� / it <br /> - - I - - CONCRETE SLAB& ` I / w <br /> j I EXTERIOR REINFORCING PER Z� FLOOR JOISTS N <br /> - - - - - - - - PAVEMENT-\ FOUNDATION PLAN T FINISHED GRADE BEAM PER dF <br /> - <br /> PER FRAMING <br /> 5 I / J ® _ J FRAMING PLANS. PLANS <br /> Gc ° #4 VERTICAL F SIMPSON PC44 COLUMN rn <br /> ® , PREMA1NUFACTURED TRUSSESt, N <br /> / BARS 48" O.C. Z SIMPSON PB44 POST BASE OR <br /> L - - - - t '' '' �° w CAP MATCH TO POST 00 LI <br /> L11TI <br /> i Et EQUIV. DRIFT PIN.WIDTH TO w <br /> > a 4 PERFORATED o w & BEAM DIMENSIONS �t Z <br /> w0 Z FOOTING DRAIN / rr ± MATCH POST DIMENSIONS c*) w <br /> Q — - - -- SURROUND W/GRAVEL O POST PER PLANS , CV <br /> CRAWLSPACE GRADE <br /> 1 �r <br /> \ z _ 6 MIL BLACK V.B. <br /> THROUGHOUT <br /> - - - 4 \of • ° 6 MIL BLACK V.B. Z 5�4 4 ° r <br /> - co°D1 J.O , (2)CONT.#4 BARS THROUGHOUT U / CRAWL SPACE <br /> F <br /> I I I ,�� ° \_ CRAWL SPACE w7 , <br /> AT BOTTOM OF FTG z a <br /> - r - - r - - - -- o o L-' 4" PERFORATED (2) CONT.#4 BARS 0 H W6 _ EQ. 8" EQ. (3)#4 BARS FOR H >8'-0" H BARS -, <br /> U MI ( o FOOTING DRAIN AT BOTTOM OF FTG WIDTH (2)#4 MIN. EACH WAY Q <br /> SURROUND W/GRAVEL 4'-8' 20"' 7 „W" PER PLAN AT BOTTOM OF FOOTING d Y <br /> -- - - _ - - - EQ. 8" EQ. 8'-10' 24" '.I7-- (U.N.O. IN PLANS) Z cr <br /> �"- ` ® - Q <br /> 1'-4" a <br /> gi <br /> �' 8" CONCRETE FOUNDATION WALL L. <br /> Q E 2 <br /> C u 1 PERIMETER FOOTING AT OPENING �2� PER IRC TABLE 404.1 .1 (5) r3� INTERIOR SPREAD FOOTING ; 0 Z W W <br /> I- - �� - - i �+5� SCALE: 3/4" = 1'-0" S5, SCALE: 3/4" = 1'-0" �+c SCALE: 3/4" = 1'-0" <br /> 22x30 \ J `75 W O Z ,, M Q <br /> IL ATTIC I <br /> ,._§5,. <br /> C..)Ci)w rn T m <br /> ACCESS <br /> 11- - - - J r i { <br /> r <br /> I Q I 10-14-19 <br /> II — — +— — co <br /> LI - <br /> w S), M�C4+ <br /> N I �� .FWSII/Nc d <br /> d <br /> ft M L • %6"APA 2446 RATED OSB <br /> t� <br /> N I SHEATHING W/6c1@ 6"O.C. %6"APA 2446 RATED OSB ' ' <br /> LL '21 ; EDGE & 12" O.C. FIELD NAILING ROOF SHEATHING EDGE SHEATHING W/6c1@ 6"O.C. �o GC' 38799 ciew w <br /> 1 - w i (U.N.O. IN NOTES) NAILING PER NOTES 0 <br /> > I EDGE/ 12" O.C. FIELD SIO ALES <br /> I w0 I DBL TOP 1"AIR SPACE W/CARDBOARD BAFFLE / OVER SHEATHED TRUSS NAILING (U.N.O. IN NOTES) <br /> _ _ _ _ L <br /> v _ __ PLATE (EXTEND 24"ABOVE INSULATION) <br /> I-I I \ <br /> \/ 2 X <br /> (1)2x6 STUD END NAIL TOEIIIIIIIIIIIII 8d@6" 0.C. <br /> INTO BLOCKING <br /> I HEADER(5) 16d NAILS MIN. HEADER U.N.O. IN SCHEDULE <br /> \minimmommi PER PLAN <br /> ROOF TRUSS PER <br /> - - - L - -! FRAMING PLAN <br /> I I I / A <br /> — — — I 4x8 I I <br /> ...IIIIIIIIIIIIIIIIII1 i <br /> illiii. <br /> r SW1 SW1 _j MANUF. GABLE <br /> 4x8 4x8 Irl H1 CLIP AT EACH TRUSS END TRUSS <br /> H I I I I TO DBL TOP PLATE/HEADER (BRACE PER TRUSS <br /> SW1 l �SW1 SWI OR BEAM CONNECTION MANUFACTURER) _ <br /> ROOF AREA= 1180 SQ. FT. 1,-0" X <br /> REQUIRED ROOF VENTILATION `+ <br /> 1180/ 150 =7.06 SQ FT= 1133 SQ IN. I DBL TOP PLATE <br /> WITH 20 BAYS OR HEADER <br /> 6 REQUIRED VENT i \_DBL TOP ROOF FRAMING <br /> S5 1133/ (2 20)=28.3 IN^2 PER BAY PER (1)2x6 STUD FOR OPENINGS I MEMBERS PER <br /> SIDE. LESS THAN 6'-0"AND(2)2x6 SHEAR WALL 2x_STUDS PLATE ROOF PLAN <br /> STUDS FOR OPENINGS PER PLAN @ 16" O.C. SHEAR WALL / - <br /> GREATER THAN 6'-0" UNLESS PER PLAN <br /> ROOF FRAMING PLAN NOTED OTHERWISE IN PLANS <br /> �" 2x_STUDS <br /> SCALE: 1/4" = 1'-0" @ 16" O.C. <br /> 4 TYPICAL HEADER COLUMN r5- TRUSS TO SHEAR WALL i6) GABLE END TRUSS TO SHEAR WALL <br /> S5 SCALE: 3/4" = 1'-0" S5� SCALE: 3/4" = 1'-0" �CSCALE: 3/4" = 1'-0" <br /> . �7 `7 �7 <br /> END OF SHEAR END OF SHEAR <br /> WALL PER PLAN WALL PER PLAN\ HANDRAIL <br /> 1 N _ <br /> 1-1/2" DIAMETER <br /> INSTALL 36" —,"h— CO <br /> • <br /> `/�,— �,/-�/— ABOVE TREAD NOSE (1/S V V 1 \ STHD_STRAP DESIGNATIONCD <br /> OPEDR DOWN PLAN / V T4s"APA 2446 RATED OSB (N LL (N <br /> DESIGNATION PER PLAN SHEATHING W/6d @ 6"O.C. CO CDCO <br /> EDGE & 12" O.C. FIELD NAILING <br /> SHEATHING PER SHEATHING PER (U.N.O. IN NOTES) UPPER Q <br /> SCHEDULE SCHEDULE ' 3/4"T&G APA 2446 RATED SHEAR WALL f <br /> AS SHOWN ON PLANS PER PLAN MODIFIED DIAPHRAGM Z in <br /> PLYWD SHEATHING 1"AIR SPACE W/CARDBOARD BAFFLE <br /> DOUBLE STUD OR 4x_ 3/4"x 1-1/4" DBL JOIST OR GLUED & NAILED (EXTEND 24"ABOVE INSULATION) \____,\,_____ <br /> EDGE NAILING: Q I— C/ <br /> ATTACH TO POST W/ --\BEAM PER PLAN \ TO FLOOR JOISTS 10d @ 3 O.C. O <br /> MEMBER. STITCH DOUBLE NOSING -we <br /> 1= <br /> SUPPLIED WOOD SCREWS <br /> STUDS ACCORDING TO -� 2x BLOCKING OVER J <br /> STRUCTURAL NOTES PER SIMPSON SPECS. %2" CDX PLYWD 8d @ 6" O.C. WALL BELOW I- <br /> HDU_, PHD_AND HDQ_TYPE HOLD DOWN RISERS11111111111 INTO BLOCKING 2x6 BASE---\ s 24 LL IJJ <br /> SECURED TO 4x_DF#2 MEMBER PER-\ 10" MIN \--Zo U.N.O. IN SCHEDULE PLATE <br /> /4 T&G APA %6 RATED PLYWD �/ <br /> SHEATHING GLUED& NAILED 2 co L+- <br /> SIMPSON SPECIFICATIONS RUN TO FLOOR JOISTS LLI <br /> STHD TYPE HOLD DOWN INSTALLED OVER _I SIMPSON JOIST HANGER / <br /> DOUBLE STUD PER SIMPSON w PER PLAN WHERE JOISTS x VENTED BLOCK <br /> ' Is SPECIFICATIONS. USE "STHDRJ"FOR c cn ARE PERP.TO STAIR BEAM u W <br /> - RAISED FLOOR APPLICATIONS T Inti ' <br /> 1 SIMPSON A35 CLIP EACH R-21 INSULATION 111 <br /> ANCHOR BOLT OR ALL THREAD ANCHOR ROD 3P4LYWD SIDE OF EACH STAIR z @WALL N ��PER HOLD DOWN SCHEDULE. CONSULT SIMP. STRINGER AT EACH STAIRR-38 INSULATION OVER R 21 INSULATION <br /> I TREADS LANDING BEAM UNHEATED SPACE H1 CLIP AT EACH RAFTER <br /> CATALOG FOR PROPER ORIENTATION OF \ ��� (3)2x12 STRINGERS „ WALL <br /> ANCHOR BOLT _-<- <br /> ' '-'''' 1 0 TO DBL TOP PLATE/HEADER @ FLOOR JOISTS <br /> U.N.O. IN FRAMING PLANS °� OR BEAM CONNECTION R-38 INSULATION OVER DBL TOP PER FRAMING <br /> It SILL PLATE SILL PLATEUNHEATED SPACE <br /> PLANS <br /> ,�. \ ;� PLATE <br /> / CONC. FOUNDATION CONC. FOUNDATION \ == 7 . <br /> DBL TOP PLATE //\/ <br /> RIM JOIST SHEAR FLOW NAILING FRAMING PLANS <br /> , FIRE BLOCKING AT TOP, BOTTOM FLOOR JOIST OR HEADER OR SIMPSON CLIP AS SPECIFIED & DETAILS <br /> -- " -7-7- -- &AT MID SPAN. ADDITIONAL FIRE PER PLAN IN SHEAR WALL SCHEDULE <br /> a 1 \ BLOCKING ABOVE WALLS IN <br /> ° LOCATE (1)/14 LONG. BAR ABOVE / . J % ° a CONTACT W/STRINGERS LOWER SHEAR WALL /lAr____ <br /> r EMBEDDED PORTION OF STRAP/ANCHOR PER PER PLAN <br /> REVISION: 2 <br /> 1 1/2" MIN. EDGE 5" MIN. EDGE CANT. PER PLAN DATE: 10-14-19 <br /> • DISTANCE DISTANCE <br /> _ DRAWN BY: TJM <br /> , ELEVATIONS <br /> SCALE: AS NOTED <br /> r7 TYPICAL HOLD DOWN r8TYPICAL INTERIOR STAIRS 9 ROOF DETAIL ri 0 CANTILEVER OVER WALL CITY OF EVERE` T PROJECT NO: W4575 <br /> REVIEWED FOR SHEET NO: <br /> e+C SCALE: 3/4"= 1' 0" ��+5 / SCALE: 3/4" = 1'-0" �+e SCALE: 3/4"= 1'-0" \ �+C SCALE: 3/4" = 1'-0" ]]/]]?' �C] <br /> \�7J �7 / �7J \�7J V G <br />