6504 HIGHLAND DR 2023 Plans 2025-03-27

M Q ROOF FRAMING PER PLANS----_ BLKG PER STRUCT DETAIL; C/ FLR SHTG PER PLAN T/ROOF SHTG VENTING PER AR{p� L U Ee PROVIDE(1)AS EA SIDE WHERE O• HD PER PLAN SILL PLATE IS BORED, CUT OR km o FULL HT STUDS PER NOTCHED MORE THAN 7U THE LLB y ° PLAN OR HD SCHED PLATE WIDTH C C PT SILL/BOTT R& SW SHTG,TYP FULL-HT END STUDS PER HD DBL TOP It z .s i AS PER SW SCHED SCHED, (2) MIN O WALL ENDS C HD ANCHOR PER SCHED A MIN OF(2)AB SHALL BE RIM JOIST OR SOLID BLKG Lij y C (EPDXY ATR®EXIST FNDN) PROVIDED IN EA SILL SECTION WALL FRAMING PER PLAN DEL TOP R HEADER EXTEND C516 STRAP T&B; EN PER SW SCHED LLI .a ` V J EXTEND STRAP 2'-0"MIN � J � � pp T/CONC WALL - SILL/BOTT R,TYP PAST GRIND W m 'G g N 3x BLKG ABOVE& FIELD NAILING PER SW SCHED co PLATE WASHER PER SCHED,TYR BELOW WINDOW OPNG BRING m 3 N N P _ T/GRADES PLATE WASHER SCHEDULE EN PER SW SCHED,NP 0 3 v BLKG®PANEL EDGES WALL PLATE WASHER ALT. SIMPSON BPS HD& END STUDS PER SILL SHTG&NAILING PER SW SCHED 1/S3.1 - _. SIZE SIZE (NOTE 6) HD SCHED,TYP SHTG PER SW SCHED STEM WALL SIZE& •` - z a REINF PER PLAN C) I' I o 2x4 3x3x0.25 BPS 5/8-3 m "L L L 26 1 3.4.5.0.21 BPS 5/8-6 PT SILL R I PT SILL/BOTT It STEM WALL OR FTG PER PLAN f T/GONG T/STEM WALL NOTES: y (SOG BEYONp) 1. L= 6"MIN, 12"MAX s '� .i _I a-T- 2. 5/8"0 AB W/MIN 7"EMBED TYP,SEE STUD WALL OR SHEAR WALL SCHEDULE FOR SPACINGS&EMBED. r ° SEAL: 3. SILL PLATES TO BE PRESSURE TREATED, REFER TO GENERAL NOTES FOR GALV REQUIREMENTS FOR AB PER SW SCHED •' "' Y'•" .'� STEM WALL SIZE& -''' y RE NF PER PLAN FTG SIZE& REINF PER PLAN CONNECTORS&FASTENERS. (MIN%"0 O 48"OC,EMBED 7") .•',. A.D 4. HOLES IN SILL PLATES SHALL BE A MIN 1/32"TO MAX 1/16"LARGER THAN BOLT DIAMETER. FTG SIZE&REINF 0�$ TTA Ig 5. HOLES,CUTS AND NOTCHES IN TREATED SILL PLATES SHALL BE COATED W/FIELD.APPLIED P.T. LIQUID. NOTES. ANCHOR PER SW SCHED,TYP ' 'j•' PER PLAN 4�04 Sgl,F 6. BPS BEARING PLATES W/SLOTTED HOLES SHALL BE PLACED W/STANDARD CUT WASHER&NUT. 1. STRAP ABOVE AND BELOW WINDOWS TO BE ON BOTH SIDES AT DOUBLE-SIDED SHEAR WALLS. PLAN VIEW- 2. REFERENCE 12/S3.1 FOR ADDITIONAL INFO. �- SHEAR WALL HOLDOWN CONNECTION(NO RIM) TYPICAL ANCHOR BOLT INSTALLATION TYPICAL FTAO SHEAR WALL ELEVATION TYPICAL SHEAR WALL ELEVATION A 1 � �7� izn• I ,z�, � ,zsa J u9,. 4 .f;2. SCALE:NTS SCALE:NTS SCALE:NTS SCALE:NTS ION6 6/1/23 HOLDOWN SCHEDULE (HF-WIND) W MARK MODEL#I9 ALLOWABLE UPLIFT(Les) MIN END STUD CONCRETE C.) Lu MIDWALL CORNER ENDWALL STUDSIzI FASTENERS ANCHOR[m WOf N SST816 Q 0 00 ®NEW FNDN N Lu Z Q 2 HDU2-SDS2.5 2215 (2)2z (6)Yq°0x "SDS 5/6"0 ATR 0 W/Le = 10" 0 J O EXIST FNDN w"0 ATR 2 4 HDU4-SDS2.5 3285 (2)2x (10)Yq"Ox2Y"SIDS W//Le= 101, WOOD-FRAMED SHEAR WALL SCHEDULE p O EXIST FNDN FOR HEM-FIR FRAMING WI8d COMMON NAILS(201B IBC)&SIMPSON CATALOG 2021-2023 z Lu NOTES: WALL SHEATHING BOTTOM PLATE FRAMING CLIP MINIMUM FRAMING AT BLOCKING ANCHOR BOLT TO SILL PLATE AT ALLOWABLE SHEAR WALL � ILL! SW TYPE EDGE NAILING RIM BOARD AT ALL APA RATED ATTACHMENT TO WALL BELOW PANEL EDGES CONCRETE FOUNDATION FOUNDATION ( LE) Q 1..�HOEDOWNS SPECIFIED ARE AS MANUFACTURED BY SIMPSON STRONG-TIE CO. INC.;ACCEPTABLE EQUIVALENT THICKNESS PANEL EDGES CAPACITYP PRODUCT SUBSTITUTIONS ARE AVAILABLE FROM OTHER MANUFACTURERS WITH FOR APPROVAL. FOLLOW ALL (A Uo,,,,,z) (as) (e) (1,2,7) (B,9) SEISMIC WIND MANUFACTURER GUIDELINES NECESSARY TO ACHIEVE FULL ICC DESIGN VALUES. BASED ON 2021-2023 CATALOG. 5/"0 O 48"OC P.T. 2x 2. REFERENCE PLANS FOR ADDITIONAL STUD REQUIREMENTS WHERE OCCURS. o SW-6 15/32" 8d 0 6"OC 16d SINKER 0 5"OC LTP5 O 16"OC 11/a" 2x 2x 241 339 3. HOLDOWN SHALL BE INSTALLED TIGHT TO STUDS WITHOUT FILLERS OR NOTCHING.DO NOT BEND ANCHORS. w 5/8"0 O 50"OC P.T. 3x ? (2) ROWS �"0 O 32"OC P.T. 2x 4. PROVIDE 1/4"x3"SQ PLATE WASHER IN BETWEEN STANDARD DOUBLE NUTS. EMBED LENGTH (Le) EQUAL TO TOP y SW-4 15/32" Bd 0 4"OC 16d SINKER O 6"OC, LTP5 O 10"OC 13/a, 2x 2x 353 495 OF CONCRETE DOWN TO TOP OF PLATE WASHER. USE SIMPSON SET-XP EPDXY AT EXISTING FOUNDATION. '0 O 40"OC P.T. 3x STAGGERED �8 5. INDICATES HOEDOWN ON PLAN,TYP. NOTES: STUD WALL::::::, PROJECT#: 23-056 HOLDOWN SCHEDULE (8"MIN STEM WALL) 1. ALL NAILS ARE COMMON, UNO. REFERENCE GENERAL STRUCTURAL NOTES FOR NAIL DIAMETER AND LENGTH. DRAWN BY: TUT c 2. REFERENCE SHEAR WALL KEY DETAIL FOR DESCRIPTION OF TERMS. BOTT R ATTACHMENT WALL SHTG p DESIGNED BY: JAC SCALE:NTS s,en 3. PROVIDE SHEAR WALL SHEATHING AND NAILING FOR ENTIRE LENGTH OF THE WALLS INDICATED ON THE PLANS. ENDS OF SHEAR WALLS ARE DATE: DESCRIPTION TYPICALLY AT WINDOWS,DOORWAYS OR AS SHOWN ON PLAN. ADD'L BOT R NAILING AS REQ'D 4. EDGE NAILING IS REQUIRED AT ALL HOEDOWN POSTS. EDGE NAILING IS REQUIRED TO EACH STUD USED IN BUILT-UP HOEDOWN POSTS. EN 08.01.2023 REVISED PERMIT REFERENCE HOEDOWN SCHEDULE&DETAILS FOR ADDITIONAL INFORMATION. �T/SHTG 5. INTERMEDIATE FRAMING TO BE 2x MINIMUM MEMBERS UNO IN SCHEDULE.ATTACH SHEATHING TO INTERMEDIATE FRAMING WITH FIELD NAILING AT VjCLP RIM BOARD 12"OC WHERE STUDS ARE SPACED AT 16"OC AND FIELD NAILING AT 6"OC WHERE STUDS ARE SPACED AT 24"OC. (DEL RIM WHERE REO'D) 6. SIMPSON STRONG-TIE"A35"MAY BE USED IN LIEU OF"LTP5.""LTP5"CLIPS SHALL BE ORIENTED LENGTHWISE(HORIZONTAL)AT PLATE TO RIM. FURRING PER GC 2y4" USE 0.131"0x11/2"NAILS WHERE CLIPS ARE ATTACHED DIRECTLY TO FRAMING. USE 0.131"Ox2l/2"WHERE CLIPS ARE INSTALLED OVER DIAPHRAGM BIN MIN ATR ANCHOR&EPDXY SHEATHING. LTP FRAMING CLIP PER HD SCHED 7. (2)2x STUDS NAILED TOGETHER MAY BE USED IN PLACE OF SINGLE 3x STUD. DOUBLE 2x STUDS SHALL BE SECURED TOGETHER WITH (OVER OR UNDER SHTG) LL� FASTENERS OF THE SAME DIAMETER AND SPACING AS THE BOTTOM PLATE ATTACHMENT PER SCHEDULE. T�WALL B. ANCHOR BOLTS SHALL BE PROVIDED WITH HOT-DIPPED GALVANIZED STEEL PLATE WASHERS PER 1/S3.1. EMBED ANCHOR BOLTS 7"MINIMUM EN SW INTO THE CONCRETE. PROVIDE AN ANCHOR BOLT AT EACH END OF EACH PLATE AND SHALL BE AT LEAST 7 TIMES THE ANCHOR BOLT A F JURISDICTIONAL STAMP: SHTG DIAMETER FROM THE ENDS OF THE PLATE, BUT NOT MORE THAT 1/2 THE TABULATED ANCHOR BOLT SPACING OR 12",WHICHEVER IS LESS. SEE ANCHOR BOLT DETAIL FOR PLATE WASHER REQUIREMENTS. [ALT:5/8"04'TITEN HD ANCHOR SCREWS MAY BE USED IN LIEU OF ANCHOR DO HD PER HD SCHED BOLTS AT EXISTING CONCRETE,WITH PLATE WASHER&SPACING REQUIREMENTS PER SCHEDULE.] STUD WALL HD STRAP PER HD SCHED (WHERE OCCURS) 9. PROVIDE HOT-DIPPED GALVANIZED NAILS AND CONNECTOR PLATES(FRAMING ANGLES, ETC. AT ALL PRESSURE TREATED LUMBER. REFERENCE AS (WHERE OCCURS) GENERAL STRUCTURAL NOTES FOR ADDITIONAL INFORMATION. ) (PT)SILL R y"MAX STUDS PER PLAN (E)CONC WALL 10.PANELS MAY BE INSTALLED HORIZONTALLY IF STUDS ARE SPACED AT 16"OC MAX. ATR ANCHOR W/NUTS& 11. THE TOP EDGE OF THE WOOD STRUCTURAL PANEL SHALL BE ATTACHED TO THE UPPER TOP PLATE WITH EDGE NAILING, ROOF OR UPPER EI o --- R WASHER PER HD SCHED, LEVEL UPLIFT CONNECTORS SHALL BE ON THE SAME SIDE OF THE WALL AS THE SHEATHING. EN J ® CTRD IN WALL&FTG EPDXY ROD IN 12 NAILING.THE BOTTOM EDGE OF THE WOOD STRUCTURAL PANEL SHALL EXTEND TO AND BE ATTACHED TO THE BOTTOM OR SILL PLATE WITH EDGE z z T/FTG EXIST FOUNDATION 13. REFERENCE DETAIL BELOW FOR STAGGERED NAIL AND SCREW SPACING AT RIM BOARDS. �h 14. WALL TYPE ACCEPTABLE WITH TRUSJOIST AND BOISE CASCADE RIM JOIST AND SLOCKINO. SHEAR WALL KEY DETAIL N p 15. WHERE SHEATHING IS APPLIED ON BOTH SIDES OF A SHEAR WALL AND NAIL SPACING IS LESS THAN 6"OC ON EITHER SIDE,THE WIDTH OF w zs THE NAILED FACE OF THE FRAMING MEMBER SHALL BE 3x OR GREATER AT ADJOINING PANEL EDGES AND NAILS AT ALL PANEL EDGES SHALL NAILING TO MATCH SW _ a BE STAGGERED. ALTERNATIVELY, PANELS SHALL BE STAGGERED SO THAT EDGE JOINTS ON OPPOSITE SIDES ARE NOT LOCATED ON THE SAME SHEET TITLE: SCHED BOTT It NAILING STUD. STAGGER = SPACING G EN PER SW SCHED SCHED 16. FSW-X INDICATES FORCE TRANSFER AROUND OPENING (FTAO)SHEAR WALL. NAILING PER CORRESPONDING SHEAR WALL 3 SPACING/2 PER SCHEI REQUIREMENTS ON SCHEDULE. REFERENCE 3/S3.1 FOR ADDITIONAL DETAIL REQUIREMENTS. /8"MIN STRUCTURAL sw TYPE PER PUN PER PLAN° EDGE DIST RIMBOARD SECTIONS&DETAILS ATR IN NEW WALL&FTG 1 MIN - BTWN ROWS MIN It NAILING PER SCHHkED EDGE DIST DIAPHRAGM NAILING SHEETNUMBER: x NOTE Le = EMBED LENGTH PER HD SCHED (2)ROWS BOTTOM PLATE NAILING PLAN VIEW-SHEAR WALL HOLDOWNS AT CORNER �� TYPICAL HOLDOWN ANCHOR INSTALLATION �� WOOD-FRAMED SHEAR WALL SCHEDULE ,269. �10S 3.1 SCALE:NTS ' SCALE:NTS 12z2° SCALE:NONE ,soe� 6 5