2223 TAYLOR DR 2020-06-30 - Laserfiche WebLink

PREMANUFACTURED TRUSS SHOWN IS SIMP.'A35'CLIP 8IIII1 GENERIC.REFER TO ARCH.FOR TOP AND 2x RIDGE BEAM EA RAFTER L BOTTOM CHORD SLOPE AND CHORD PER PLANS -- DEPTH.MATCH BLOCKING DEPTH ROOF SHEATHING AND ROOF SHEATHING AND DORMER ROOF SIMP.°A35'CLIP HANGER EA ACCORDINGLY. -NAILING PER STRUCTURAL NAILING PER STRUCTURAL- ' NOTES NOTES RAFTER8�PENS --- / \\ _RAFTER INSTALLED W!(12)8dxPj 1 Yf NAILS(ALT RAFTER SIDES ! 86 COMMON®4'O.C.INTO PER c"--12 / A \\ TO AVOID NAIL INTERFERENCE) I BLOCKING U.N.O.IN DIAPHRAGM, 84 0 4°O.C. ROOF SHEATHING ARCH; as SCHEDULE I ATTIC INTO BLOCKING 1 AND NAILING PER I i/ �' TRUSSES / STRUCTURAL NOTES PER FRAMING 2z BLOCKING W/VENT HOLES PEL:\ j `�`\ r i 1--- 12 PLANS ARCH,OR PROVIDE ARCH /L �' SECTION@ CONNECTION PER SHEAR WALL �g WALL SCHEDULE ROOF RAFTER PER RAFTERS SCHEDULE(16605'TOE NAILS �y (00iY FRAMING PLAN BIRD'S LTP48811'O.C. I ALL OTHER LOCATIONS) '.f 'I MOUTH CUL'FOR FLAT Ba�4'oc ' BEARING DORMER ROOF ROOF SHEATHING CONT.Tx DER RIM - RAFTERS BEYOND 7 \\. ' P� PER STRUCTURAL r Btl 4"O.C. SIMP."H1"CUP AT EACH NAILED W/(3)16d FACE i (8)iBd COMMON CONT.1 I 2x RIDGE r-MANUFACTURED / NOTES C9 TRUSS TO DBL TOP PLATE NAILS(8'-0"MIN.CONI Ii/ t■' BEAM PER PLANS ROOF TRUSSES / I MEMBER 0 ROOF 1 SIMP. CLIP AT EACH NAILS EA.KING STUD ,--_ ! EXISTING FRAMING ed COMMON NAI CONT.2x Df#2 RIM 1 11'Sy� CORNERS) ` � RAFTER TO DBL TOP PLATE TO RIDGE BEAM 19 2x TRIMMER POST W/ \ ' 4"O.C. 11" NAILED W/MIN.(2)180 \� ALTERNATE SIDES (2)2x KING STUDS (CONTRACTOR RESPONSIBLE • �y FACE NAILS(13,17 MIN. DBL TOP PLATE �!_ COMMON/NAILS 6' FOR TEMPORARY 3TRCONSSHORING TR CONSTRUCTION) ,/ .:'0• zOz CONT.MEMBER OVERHANG BUILT-UP TRIPLE CONSTRUCTION) I \ W OVERHANG PER PLAN 2x6 DBL TOP O.C.STAGGERED& I _ ROOF CORNERS) PER PLAN PLATE STUD COLUMN iii ALTERNATE SIDES .� pl _ `t SHEATH GABLE • SHEAR WALL PER PLAN SHEAR WALL PER PLAN - — TRUSS TO ROOF SHEATHED AND NAILED PER SHEATHED AND NAILED PER 2x8 DR/20R HF#2 SHEAR WALL SCHEDULE(SWI . 2t DF#2 OR HFI/2 SHEAR WALL SCHEDULE(SWI IF� STUDS 016'O.0 !'� - —_--- / Tti IF NOT NOTED AS SHEAR STUDS 18°0.0. NOT NOTED AS SHEAR WALL) •n' WALL) STRAP BEAM TO ADJACENT PLATE W/ SECTION( SIMR'MSTC88"STRAP i;k k '•- NEWBEAM/COLLECTOR_ `, •P" • POST ELEMENT PER PLANS —_j'F, n ®ATTIC TRUSS TO WALL ® RAFTER TO WALL 0 DORMER RIDGE BEAM AND POST — � I I �yl� I 2i COMPRESSION TRUSS PLATE i 0712'7/1& SHEATH AND NAIL WALL / FIELD BUILT TRUSSES:2x8 OFR TOP CHORDS 0 2.1.O.C.W/24 DF#2 -EXISTING ASSUMED PER'SW4" }B' •♦ BOTTOM COLLAR TIES 0 24°O.C.HANG TO EXISTING RIDGE BEAM W/ DOUBLE TOP PLATE O 1 G SIMP.°A25'CUPAND BEAR ON NEW WALL NAIL COLLAR TIE TO TOP ! �� ,• OVERFRAME AS REQUIRED FOR / CHORDS WI(4)10d COMMON FACE NAILS EACH INTERFACE SIMP.RTP4"E 11'0.Q EXISTING I PROPER ROOF SLOPES d e. IXIS7ING RIM 1 -2403 DRO/BHEAR WALL(DOUBLE �A f; I STUDS 0 END OF SHEAR WALL) t EXISTING RIDGE BEAM TO /-REMAIN UNCHANGED MSTC88 STRAP CENTERED 0 END OF PSL - 2x8 DF#2 RAFTERS Q 24'0.C. '� FLOOR SHEATHING SI8TEREO TO EXI671N0 FRAMING AND - PER STRUCTURAL BIRD'S MOUTH RAFTER FOR FLUSH "' -SPANNING TO NEW BEARING WALL. SEARING AND PROVIDE BLOCKING IN EA HANG TO EXISTING RIDGE BEAM W/ ___ I NOTES 1 BAY BEARING WALLS.SECURE ALL % SIMP."A35.CLIP , _ { j SIMP.°HDUS"HOLD DOWN PER PLANS TRUSSES OR RAFTERS TO BEARING WALLS , .'" iENDS OF • W/SIMP. CUPS _ EXISTING RAFTERS \ IXISTING EXTTo BR WAD SCREWS SHEAR WALLS ATTACHED TO BE DOUBLE 24 OFR STUD WI SUPPLIED SDS I SCREWS - TO BE REMOVED j' ASSUMED END OF EXISTING FLOOR FRAMING ••I. LEDGER PER DETAIL 9/83 Robert Rood NEW DORMER!i /�/ k' EXISTING RAFTERS NEW PSL BEAM PER AND VERIFY EXISTING 2x 1' FRAMING PLANS DF#2 RIM GRADE AS !•' NEW DECK FRAMING TO ARCHITECT !' - j EXISTING BEARING 2c4 DF#2 KING STUD REQUIRED FOR JOISTI '�� REPLACE EXISTING DECK PER /' WALL TO BE REMOVED NANILED TO CONNECTION WI. PLANS • CEILING JOISTS PER TRIMMER W/168 _' _ /;i STRUCTURAL NOTES-) COMMON 03"0.0. I - ..�_�;•. r—Ir—Ir—n—Tr 2x12 DF#2 LEDGER SECURED W/MP. NEW OPENING IN t F V 4 If-- Y'0x5"SOS SCREWS(@B"O.C. EXISTING WALL EXISTING WALL � �� - STAGGERED.HANG RAFTERS WI SIMP. *1:1 ....II . .CUP STUDS TO REMAIN �_} CONT.HEADER PER PLANS 4x8 DS DF#2 LEDGER SECURED TO I I 'j NEW BEARING/SHEAR PONY WALL 4308 emGevud EXISTING RIM W/SIMP.Y•°8 I ( .. Ehmu,wrNrglm eat03 TRIMMER STUD : i (DOUBLE STUD ALIGNED W/ABOVE) %/, '^FRAMING PLANS 1 SDS x 3'SCREWS 04.O.C. NEW BEARING WALL 2x \ I STAGGERED.HANG JOISTS WI I �jI I _SHEATH AND NAIL PONY ' /' -_._STUDS 18"O.C.(HEADERS—�— ! SIMP'LUS28° j I it •WALL PER'SW4' P'�'� .7 peot :1^. PER PLANS) — 2x8 DF#2 JOISTS E 1W I —°h"0 F15541335 ALL THREAD ANCHOR ROD W WwwwoodWAMYetwom O.C. -1_ II SIMPSON ALL THREAD COUPLER AS REQUIRED 0 SECTION @ NEW ROOF FRAMING FOR SOUTH BATHROOM DORMER ADDITION a PSL @ EXISTING WALL SIMPSON%.••••24 II r hit. FINISHED GRADE ANCHOR BOLT 0 HDU6 - I e \ PT.2c4 MUD SILL PLATE W/ \\_Yx'O AB.MIN.P EMBED W/3'x 3"x)7 EXISTING N i THICK WASHER AT 18°0.C.&17 FOUNDATION FROM END OF EACH MEMBER. W `CRAWL P a \ (U.N.O.IN SHEAR WALL SCHEDULE) I .GRADE Z ` 0 (z)#a7oPBARS LU / N > CRAWLBBAKACE BARS(°0 0 CA Ip .ILL -q� II < FREE-DRAINING GRANULAR MATERIAL 17 WIDE MIN.TO et O WITHIN 12'OF FINISHED GRADE J #4 VERTICAL BARS 170.C. 4°a-I OR PROVIDE MIRA-DRAIN TYPE Z Q r CENTERED(ALT HOOKS IN FTG) DRAINAGE MAT SYSTEM LAP BARS MIN.2-1'IF REQUIRED I,° (WATERPROOFING BY OTHERS} • N a 4°PERFORATED FOOTING DRAIN COL . COC7 W - SURROUND W/GRAVEL O (NJ \ • Q N W ' +. I (2)CONT S #a BARS,.d' EQ. ..S...." EQ. d STRUCTURAL 1,-0, DETAILS 2 STEP FOOTING AS GRADE PERMITS.MAINTAIN A MAXIMUM 35 DEGREE(FROM HORIZONTAL) PLANE FROM THE BOTTOM EDGE OF THE EXISTING FOOTING TOR ' PER PLANS BOTTOM EDGE OF THE NEW DATE: 07-27-18 ...1 FOOTING DESIGNED BY: JBL CHECKED BY: O • .,SCALE: AS NOTED Q SECTION @1 KITCHEN BUMP OUT 7 i PROJECT No: E11+4 ® SHEET 4 r� S4