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SHEATHING AND NAILING 1 <br /> EXISTING(FIELD UDS Y I RETROFIT SHEAR WALL PER STRUCTURAL NOTES <br /> 16"O.C.(FIELD VERIFY) I. SHEATHING NAILED PER 8d NAILING TO 2x4 SOLID BLIONG BASE PLATE AND EDGE NAILING PER__ I i <br /> SHEAR WALL SCHEDULE. IN BAY OF KICKER ' .� I <br /> y � VERIFY EXISTING FRAMING ROOF SHEATHING AND CONT.RIM® BLOCKING(MATCH- END ONLY SHEAR WALLSCHEDULE I:p�........._ _ <br /> 16"O.C. NAILING PER STRUCTURAL <br /> TES 7 CORNERS MIN.(4) \TO EDGE NAILING) (2)164 70 <br /> OUTLOOK BAYS <br /> E- --- <br /> _-__ 4 16d KICKER,\ BLOCKING RIM JOIST SHEAR FLOW NAILING OR I I,i <br /> HDU6 HOLD DOWN W/%°0 8d \ O <br /> 036 F1554 ALL THREAD ' f 4"O.0 TO BLOCKING (TYPICAL SIMPSON LTPS AS SPEC.IN SHEAR I <br /> ANCHOR TO HDUS ALIGNED 41 �� EACH END) WALL SCHEDULE(SHEAR WALL <br /> A7 AT HOEDOWN k' I--- --- DESIGNATION PER WALL BELOW) I` VERIFY EXISTING RIM <br /> IN PONY WALL BELOW \ MIN(2)7n STUDS A ADJACENT ,Try^ p1 liagagilallE ' <br /> '-rA SIMP'L7P3•CLIPS 011.O.C. 12 'll�.n JOIST <br /> �AI 0 RETROFIT SHEAR WALLS yI DK I Ht CUP <br /> (34)184 SINKERS 8d 4'O.C. ARCH I 24.0 C ' 244 BLOCKING EXISTING WALL STUDS PER _ <br /> El;_ INTO DBL.STUD I." PER PLANS 1 ( �P EACH PLANS(STUDS SPACED 016' !.� W <br /> i I I I MST60 STRAP DF SOLID BLOCKING ' p I OUTLOOK O.C.MAX-FIELD VERIFY) <br /> I RETROFIT PONY WALL CENTER ON STUDS NAILED TO BEAM 2x4 KICKERS M/A, I RETROFIT SHEAR WALL <br /> SHEATHING NAILED PER WATERPROOF `OOF RAFTER PER 46"O. �� SHEATHING PER SHEAR WALL I - 4 <br /> DOUBLE JOIST END OF SHEAR WALL SCHEDULE. BELOW GRADE 2x BLOCKING PER FRAMING PLAN(SEE ; ; I <br /> . RETROFIT SHEAR WALLS OVERIFY EXISTING FRAMING Q _—_ ( ARCH SHEETS FOR (2)Bd KICKER_ PLANS(MAYBE SHEATHED FROM <br /> ARCH DETAILS CEILING JOISTS AND TO BLOCKING \ THE INTERIOR)MATCH SHEAR — I 1 <br /> (RETROFIT OR ADD AS I e SOFFITS) <br /> WALL GALL OUT OF WALL ABOVE <br /> _ EXISTING PT 24 SILL PLATE Ch <br /> REQUIRED) I ° i�STEMWALL BLOCKING t FIELD VERIFY.ADD BLOCKING I- <br /> ! M3T60 GALVANIZED STRAP ALIGNED (TYPICAL 11�< AS REWIRED I ), <br /> L__ W/DBL STUD HDUS IS ATTACHED TO. m EACH END) 13?MIN <br /> PLACE STRAP SO THE TOP BOLT IS 6 SIMP 1.11U282' iE1 la i rA Yi 0 F1564 03e ALL THREAD <br /> I- INCHES MIN FROM THE TOP OF THE SLOPABLE ANCHORS SPACED PER SHEAR I TYPICAL 13"THICK x 3' <br /> i I CONCRETE WALL.INSTALL(3)TOTAL (3))p OGALV IZE'D ALL THREAD a HANGERS A24 OR HI CLIP _2x4 BLOCKING FIRST WALL SCHEDULE.INSTALL W/SIMP <br /> --SQUARE FOUNDATION "'"' z <br /> Y)"0 G38 F1554 BOLTS EMBED Mi"W/ ANCHOR RODS EMBED MIN.31¢•W/ FROM BLOCKING J I TRUSS BAY ONLY <br /> "AT-XP"EPDXY.DR61 AND PREP MI SILL PLATE WASHER W <br /> =I SIMP"AT-XP•EPDXY.NAIL STRAP TO SIMPSON AT-SF ERO Y PER a _ � 8 BEAM PER TO DBL TOP HOLE PER SIMPSON'S qf DBL STUD W/MIN(34)164 COMMON MANUFACTURER;SPECIFICATIONS" - °i�� PLANS PLATE BEAM PER ROOF FRAMING SPECIFICATIONS.EMBED BOLTS EXISTING CONC �? <br /> INTO EXISTING CONCRETE 1� <br /> el I -L— NAILS.PAINT STRAP W/EXTERIOR - PLANS MEMBERS PER <br /> FOUNDATION • <br /> T --�1 I' STEEL PAINT AFTER INSTALLATION ' LL SIMP POST CAPS ROOF PUW <br /> .- FOUNDATION MINIMUM T. <br /> (CONTRACTOR TO1 <br /> PER REMODEL NOTES) <br /> FF I I: (SEE DETAIL 2/S5 FOR ELEVATION). PER PLANS VERIFY DIMENSIONS <br /> F i r_ 3Y2 EMBED POST PER PLANS le . <br /> — MIN.BOLT EDGE DISTANCE <br /> J <br /> EXISTING 6.THICK CONCRETE AT CORNERS IS 3• <br /> FOUNDATION WALL n. <br /> 0 RETROFIT SHEAR WALL @ HOLDDOWNMST60 RETROFIT HOLDOWN0 RAFTER TO BEAM0 GABLE END TRUSS TO BEAM RETROFIT SHEAR WALL @ FOUND. a s <br /> SCALE:3/4•=1'-0° ® SCALE:3/4'=1'-0' SCALE:3/4":1'-0' SCALE:3/4"=1'-0" ® SCALE:3/4"=1'-0" <br /> W g1 <br /> / 8d E4"O.0. Tx SLEEPER NATE I107/27/16 <br /> SCREWED INTO <br /> I I I SEE OTHER DETAILS FOR WALL <br /> / —W/2)YEXISTING FRAMING �REINFORCEMENT g.LI - <br /> wi(2)Y+o SOS <br /> I I I p{ P <br /> SCREWS ` <br /> 4.� A35 CLIP I I I EXTEND HORIZONTAL <br /> q NEW RAFTERS PER I BARB TO EDGE(2" TYPICAL/– FPER / <br /> 6d 04"0.C.TP I Y LR <br /> . I <br /> 24 SIMPH CLIP / ..°... --! <br /> 16•O.C.SHEATHED PONYWALL� TOP OF FOOTING , . _ <br /> 1r-- <br /> - ' <br /> /// ��� <br /> ifi <br /> ALIGNED OVER <br /> WALL(SIM 0 a I MATCH FOOTING BOTTOM Robert Reed <br /> GABLE ENDS) I I REINFORCEMENT AND IJIP <br /> PLATE HORIZONTAL GRADE SPLICE 2,0'2x13 BASE - ARCHITECT <br /> I SCREWED TO BEAM REINFORCEMENT Th <br /> ea PER OTHERDETAILS 14 <br /> 1• EXISTING FRAMING S• <br /> \I W/(2)Y4.73 x 5"SOS \ <br /> j <br /> R 'II® SCREWS I i t 8 <br /> 430001).00eouNveN <br /> I :\` BE FIEL0HDRTO Ew�n.W.Wromn 88 <br /> I�I ---I''—'1:""; <br /> BE FIELD VERIFIED _I <br /> M 1 <br /> MI <br /> ` I I I :4t6E14,7018 <br /> 205 <br /> EXISTING FRAMING r4Y TYPICAL 1'-0" : I 2,0"TYPICAL <br /> M wvw� <br /> TO REMAIN L LAP SPLICE MIN. 1 L.- LAP SPLICE 1 <br /> 0 PORCH ROOF TO EXISTING a TYPICAL FOOTING STEP <br /> SCALE:3/4"=1'-0" SCALE:3/4•=1'-0" <br /> w <br /> 01 <br /> zwo <br /> V; E2 ocg <br /> 0 0 O) <br /> NW <br /> < <br /> LJ.. 0 <br /> 53 Nw <br /> 6L <br /> Q <br /> • <br /> mMw <br /> < N W <br /> STRUCTURAL <br /> DETAILS 3 <br /> REVISION: - <br /> DATE: 07-27-16 <br /> DESIGNED BY: JBL <br /> CHECKED BY: <br /> • SCALE: AS NOTED <br /> /if <br /> PROJECT NO: E1114 <br /> ! SHEET NO: <br /> S5 <br /> 4 <br />