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2215 MAIN ST 2017-07-10
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2215 MAIN ST 2017-07-10
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Last modified
7/10/2017 8:14:16 AM
Creation date
6/21/2017 8:16:59 AM
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Address Document
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MAIN ST
Street Number
2215
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FLOOR PLY. EDGE NAZI NG 5 SLI ER <br /> PYWOOD---- SHFARWA�LL SCHEDULE <br /> �_ \ -ROOF PLY. <br /> i 4'-0"MIN. <br /> C�O�Gr]�(UJd4�aC�a <br /> A35 CUPS PER SHEAR <br /> ROOF <br /> FPUN EDGE NAILING END OF PLATE f2M(,aaMF2i�11(C <br /> 2x SOLID BLOCKING WALL SCHEDULE LSMMLNIa IIV ISISWc�J <br /> ABOVE SHEARWALL/ JOISTS PER PLAN 25 - 16d <br /> 6d O <br /> PLY. EDGE NAIUNG �_ 2X VENTED SOLD 16"o.c.-� <br /> SHEAR ALL S HE U SNDS PER PLAN (TIP.) 1 t 322 34TH.DR.5.E <br /> BLOCKING(TOE NAIL <br /> PLWOOD PER ROOF PLY. EDGE NAILING A35 CUPS PER W/3- i6d � TEL:EVE (4 T,)3 9820834 <br /> SHEARWALL SCHEOU ENO TO RAFTER <br /> SHEARWALL SCHEDULE ) TE w. 338 0342 <br /> PYWOOD. — \ RAFTERS PER p PLY. EDGE NAIUNG PER <br /> FLOOR PLY. EDGE NAIL�ur�, A35 CUPS PER \ Q'*L�m�81N��mN <br /> \\1 SHEARWALL SCHEDULE SHEAR WALL SCHEDULE <br /> PYWOOD H2.5 HURRICANE <br /> TIES O 24"O.C. <br /> RAFTER ABOV RAFTER PER PLAN PLY. PER PLAN MAY 17, 2016 <br /> SHEARWALL <br /> Y. <br /> PLY. EDGE NAILING PER STUDS PER PLAN os*�ssg6 <br /> JOIST ABOVE SHEARWALL JOISTS PER PLAN SHEARWALL SCHEDUL <br /> PLY. EDGE NAIUNG P STUDS PER PLAN PLWOOD PER STUDS PER PLAN-- <br /> SHEARWALL <br /> LAN— n z <br /> SHEARWALL SCHEDUL / SHEARWALL SCHEDULE D5 <br /> PLWOOD PER Ig/// NOTE: <br /> SHEARWALL SCHEDU SPLICE AND NAIL TOP PLATES AS SHOWN AT ALL EXTERIOR WALLS <br /> AND SHE RWALLS. <br /> ELEVATION F'2 sl,"9"`T°""` A,— <br /> nool <br /> INTERIOR SHEARWALL INTERIOR SHEARWALL 3 TYPICAL EAVE 4 TYP. TOP PLATE SPLICE 5 <br /> TO FLOOR ABOVE TO ROOF ABOVE <br /> 2-2x STUDS Z <br /> SHEAR WALL PER HOEDOWN ❑ <br /> SIMPSON MST STRAP TIE Q <br /> PER PLAN, FILL ALL HOLES <br /> W/ IOd x 2 1/8"LONG <br /> COMMON NAILS PORTON PLATE NAILING PER PLANBOTTOM PLATE NAILING $TUGS PER PLAN <br /> PER SHEARWALL SCHEDULE PER SHEARWALL SCHEDULE Q <br /> a \ FLOOR PLYWOOD <br /> -FLOOR \ W <br /> 8d O 3"O.C. PLY. PER U m <br /> -- TO BLOCKIN PLWOOD SHEARWALL /PER PLAN <br /> N <br /> LAPLWOODSHEARWALL Z <br /> -�PER PN / m <br /> FLOOR PLYWOOD W 0. <br /> PER PlAli�' F <br /> JOIST PLY. EDGE NA PER PLY. EDGE NAILING PER w 0 <br /> PERSHEARWALL SCHEDULE SHEARWALL SCHEDULE I a <br /> PLAN 1 3/4" LSL RIM DST. w to Z <br /> 1 3/4 LSL RIM JST PLY. EDGE NAILING PER 2= <br /> li. a SHEARWALL SCHEDULE Q In <br /> Q <br /> — Z m3 <br /> 2•%SB IIDOUBIOCKING, JOIST PER P /PEWOOULAI.ISHEARWALL <br /> (Q N <br /> IN JOIST HANGERS <br /> EDGE NAL PLYWOOD O 48• ¢- <br /> / <br /> TO DOUBLE <br /> Q W <br /> SHEAR, WALL \ A35 CUPS PER A35 CUPS PER Q <br /> 2-2x STUDS SHEARWALL SCHEOU SHEARWALL SCHEDU <br /> ELEVATION PER HOLDOWN <br /> MST HOLDOWN AT FLOOR FRAMING PARALLEL FRAMING PERPENDICULAR _ NF1 Z <br /> 8 TO EXTERIOR SHEARWALL 9 TO EXTERIOR SHEARWALL Q <br /> 2x TOP PLATE 2•_8" <br /> MIN. EDGE NAIL PLY <br /> NAL SHEATHING TO TO EACH STUD <br /> HEADER w/ 10d O 3"o.c. OR W 2 ROWS EDGE NAL PTO <br /> EW. BOTH SIDES / FA DOUBLE STUD TUD <br /> (3)2X6 STUDS Of NAILS i0 POST 2 - 2x STUDS <br /> NEW EXISTING OR POST <br /> I 6X6 POST AT HOEDOWN <br /> ANAL SHEATHING PER PLAN SIMPSON HD78 HOLDOWN PLYWOOD <br /> TO POST W/2-ROWS 1 2%SND WALL J—� W/(3)- 3/4"DIAMETER SCHEDULE REVISIONS <br /> SHEAR W/y1 <br /> HEADER PER PLAN OF 10d NAILS O 3"a.c. /2" OWA. LAG <br /> EXTEND BOTH SIDES SCREWS O 24" D.C.-,, `� THRU BOLTS PER D PLAN PLY. PER SHEARWALL REVISIONS BY: <br /> SCHEDULE <br /> APA RATED SHEATING (3) 2x PLATES 2X STUD WALL SILL PLATE <br /> NAL SHEATHING <br /> 15/32 MIN. 24/0 IXP.1 / SIMPSON HTTS HOEDOWN, SILL PLATE W/ <br /> •y. TO EACH PLATE <br /> BOTH SIDES / FlLL PLl HOLES W/ tOd SILL PER <br /> 1 11 TH SIDES A.B. PER SHEAR WALL NAILS <br /> FOOTING FOOTING SCHEDULE <br /> SHEARWALL.SCHEDULE <br /> HOEDOWN <br /> PER PLAN ___ <br /> 10d NAILS O 3"0.c. EMBED HORIZONTAL / 2-1�4 COAL—______ <br /> ALL PLATES, REINFORCEMENT --\ PLY. NAILING PER <br /> TOP OF CONCRETE CONCRETE SLAB SHEARWALL SCHEDULE <br /> HEADERS AND STUDS OF NEW FOOTING PER PIAN <br /> WALL--�—�—, BOTH SIDES <br /> AND NEW WALL \ SOUO BLOCKING / <br /> 4" INTO EXISTING 1 UNDER SHEARWALL TYP, MAY 1 3, 201 6 <br /> FOOTING AND EXIST. _ _ pp4 O 16"O.C. To < <br /> WALL IN HIGH 7/e"0 ALL THREAD ROD, EA WAY <br /> EMBED 10"MIN. IN CONC. JOB: T 6064 <br /> STRENGTH EPDXY <br /> (2) 5/8" A.B.'S GROUT '/ ANCHOR BOLTS CONCRETE PLATE WASHER <br /> EMBEDDED 7"MIN. FOUNDATIO 3/8"X 4"0 2-�4 CONT. - DRAWN: KYS <br /> CONCRETE 5/8"DWA. ALL THREAD ROI, <br /> FOUNDATION EMBED 8"MIN.IN CONC. _ <br /> (2) #4 CONT. ! - - 1 <br /> BOT. 4) #4 EXTEND TO SOTTO —�NUT W/SIMPSON "EPDXY-RIE" 10„ SCALE: 3/4°=1'-D�� <br /> OF FOOTING WITH STDA.B'S PER ADHESIVE <br /> 1 HOOK,WITH #4 TIES® '���'�ia" �• ELEVATION SHEAR WALL <br /> CONT. FOOTING / Y 6"O.C. & 2 EXTRA SCHEDULE <br /> PER 1552/ ELEVATION AT TOP THUS: Q ELEVATION1'-4' S 2q)! <br /> • <br /> SHEAR WALL PANNEL AT GARAGEXISTING TO NEW FOOTING 2 TYPICAL HD7B HOLDOWN 3 HTT5 HOLDOWN 4 EXTERIOR WALL TO FOOTING 1 5 <br /> E � � <br /> OF 2 - <br />
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