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''',Alr''' SHEARWALL SCHEDULE (CDX) EPDXY HOLDOWN SCHEDULE HOLDOWN1. NOBOS HOLDOWN SCHEDULE ALL-THREAD BOLTS SHALL *FOR HOLDOWNS INSTALLED IN NEW FOUNDATIONS *FOR EPDXY INSTALLATIONS INTO EXISTING CONCRETE CONFORM TO ASTM A307. SILL PLATE & BOTTOM/TOP PLATE ANCHOR FASTENERS TO EMBEDMENT MIN. EDGE MARK SHEATHING EDGE NAILING FIELD NAILING MODEL 2. MINIMUM CONCRETE COMPRESSIVE `• CONN. FND CONN. THRU BOLTS OR EMBEDMENT/ MINIMUM le d. BOLT POST LENGTH DISTANCE STRENGTH f' = 2500 PSI � A3 %" 0 A.B. © 48" LTP4 0 20" 0/C MODEL ANCHOR BOLT NAILS/SCREWS STRAP LENGTH EDGE DIST. �. (20) Ya" x 2 �" SDS / CDX ONE 8d 6" 0/C 8d 12' 0/C 0/C W/ 2x SILL W/ 2x BOTTOM HDU8-SDS2.5 g' 0 ATR 12" 13�4" N FACE PLATE PLATE LSTHDSRJ N/A (24) 10d COMMON 8" EMBED 1Yz" NA NA SCREWS 3. MINIMUM EDGE DISTANCE IS FOR - " 3/6' CDX ONE FACE % 0 A.B. 0 36" LTP4 0 14" 0/C FORMED CONCRETE EXPOSED TO 8d © 4" 0/C 8d © 12' 0/C 0/C W/ 2x SILL W/ 2x BOTTOM STHD1O/RJ N/A (28) 16d COMMON 10' EMBED 13,2" NA NA WEATHER OR SOIL. FOR CONCRETE s PLATE PLATE - (14) SOSY4x2.5 CAST AGAINST SOIL PROVIDE 3" co HDUSSDS2.5 SSTB20 16i EMBED 13/4" NA NA" - - CLEAR TO ANCHOR BOLT. shz" CDX ONE 10d ® 12" /a" 0 A.B. © 30' LTP4 0 12" 0/C SCREWS O) 0 FACE 10d 4" 0/C 0/C 0/C W/ 3x SILL W/ 2x BOTTOM • POST PER HOEDOWN PER 4. NAILS/SCREWS TO HOLDOWN POST N PLATE PLATE PLAN/SCHEDULE 'LAN (HDQS .- to (2-2x MIN) SHOWN) SHALL BE PER MANUFACTURER'S 0 N WEB STIFFENER SPECIFICATIONS. 'U Ifj SHEARWALL NOTES HOLDOWN NOTES INSTALLED SNUG FOR I1H , ALL-THREAD ROD, 0 N-4- 1. ALL STUDS, BLOCKING, TOP AND BOTTOM PLATES SHALL BE HEM-FIR NO. 2 UNLESS NOTED 1. ALL-THREAD BOLTS SHALL CONFORM TO ASTM A307. I-JOISTS. NODIAMETER AND EMBEDMENT 5. MINIMUM CONCRETE WALLOTHERWISE ON PLANS. ALL SHEATHING EDGES MUST BE BACKED WITH 2x OR WIDER FRAMING - STIFFENERS REQ'D FORPER SCHEDULE THICKNESS 6". Q Q LLI M C(SEE NOTE #3). 2. MINIMUM CONCRETE COMPRESSIVE STRENGTH f'c = 2500 PSI - SOLID SAWN. PLACE 2x6SQUASH BLOCK EA SIDE BOTTOM PLATE PER • tL.32. SHEATHING MAY BE INSTALLED EITHER HORIZONTALLY OR VERTICALLY. ALL SHEARWALL 3. ALL HOEDOWNS REQUIRE A (2) 2x POST UNLESS NOTED OTHERWISE. HDU11 AND HHDQ14 ii 6. WHEN FIELD CONDITION BECOMESHEARWALL SCHEDULE LESS THAN MINIMUM SHOWN, CCC SHEATHING MUST EXTEND TO THE OUTISDE EDGE OF ALL HOEDOWN POSTS AND CORNERS, AND REQUIRE A 6x6 D F 2 MINIMUM POST SIZE, U.N.O. WHERE HOEDOWNS ARE INSTALLED INTO OF JOIST. WHERE HD# DOE$ NOT LINE UP ,I 'IM JOIST PER PLAN. 1Y2" CONTACT ENGINEER PRIOR TO GT `L TO THE INSIDE EDGE OF FRAMING AROUND OPENINGS. THE WIDE FACE OF THE STUD, THE STUDS MUST BE STITCH NAILED TOGETHER W/ 16d OVER JOIST, USE �� • MIN WIDTH AT PROCEEDING. D ERS GGERED /C. SQUASH K EQUAL -1111 RECEIVING3. EEDGEANAIILNG FROM ABUTTING SHEARWALL PANELS SHA AND LL NOT BE LESS THANFRAMING A SINGLE 3-INCH 4.NKMNIMUMAEDGE DISTANCE IS FOR FORMED CONCRETE EXPOSED TO WEATHER OR SOIL. FOR TO WIDTBOVEC(4x MINPOS). �La-II SPLAPRETEUPERRE TSHEARWALLREATED L LARGER 7. L HANHOANCHORR TBOLTS Y6 0 O 3 ABOVE (4x MIN). NOMINAL MEMBER. ADDITIONALLY, WHERE SHEAR WALLS ARE SHEATHED ON BOTH FACES, ALL CONCRETE CAST AGAINST SOIL PROVIDE 3" CLEAR TO ANCHOR BOLT. - . SCHEDULE. DIAMETER. 5 0 0) 3 STUDS AND PLATES RECEIVING EDGE NAILING FROM BOTH FACES MUST BE A SINGLE 3-INCH } °i - - STEM WALL AND L. M y M NOMINAL MEMBER OR PANEL JOINTS MUST BE STAGGERED. IN EACH OF THESE CASES 3x STUDS EMBEDMENT •5. NAILS/SCREWS TO HOEDOWN POST SHALL BE PER MANUFACTURER'S SPECIFICATIONS. LENGTH FOOTING PER 8. HOLDOWNS MAY BE ATTACHED TO W Ili re) ARE REQUIRED UNLESS SPECIFICALLY NOTED OTHERWISE ON THE PLANS BY THE ENGINEER. FOR PLAN. EXISTING CONCRETE USING SIMPSON SHEARWALLS #3 AND #4, A 2x SILL PLATE MAY BE USED IF TWO TIMES THE NUMBER OF 6. ALL HOLDOWN BOLTS MUST BE RE-TIGHTENED JUST PRIOR TO ENCLOSING 2ND SIDE OF 'SET' HIGH STRENGTH EPDXY. SIZE 0 ANCHOR BOLTS REQUIRED BY THE SHEARWALL SCHEDULE ARE USED AND ARE EVENLY SPACED WALL. AND EMBED PER CHART. ICBO (SEE 2003 IBC SECTION 2305.3.10). 4-, Z.REPORT N0. ER-5279. 0 4. SHEARWALL NAILING CRITERIA IS BASED ON TABLE 2306.4.1 OF THE INTERNATIONAL BUILDING I CODE (FOR CDX) OR REPORT NER-124 (FOR OSB). VALUES ARE BASED ON HEM-FIR NO. 2 FOR DOUBLE SIDED SHEARWALLS, 0 HOLDOWN INSTALLATION INTO EXISTING FOUNDATION a FRAMING WITH COMMON NAILS. LENGTH OF THE SHEATHING ON EACH FACE z HOLDOWN POST. SEE SHEARWALL MUST EXTEND CONTINUOUS N 5. HOLDOWNS AND OTHER CONNECTIONS MAY BE REQUIRED AT THE ENDS OF MANY HOLDOWN SCHEDULE OR BETWEEN HOLDOWN POSTS AS s SHEARWALLS. SIZES AND LOCATIONS OF THESE CONNECTORS ARE INDICATED ON THE PLANS. PLAN FOR MINIMUM SHOWN. z REFER TO THE APPROPRIATE DETAILS AND/OR HOLDOWN SCHEDULE FOR ADDITIONAL REQUIREMENTS - INFORMATION REGARDING ANCHOR BOLTS, EMBEDMENT LENGTH, ETC. WHERE (2) 2x's ARE USED �I�I-III 1',II',I� 'm AS A HOLDOWN POST, SHEARWALL EDGE NAILING MUST BE STAGGERED INTO EACH MEMBER OF © OPENING PER PLA THE POST. o - 6. ANCHOR BOLTS MUST BE EMBEDDED'A MINIMUM OF 7" INTO CONCRETE OR GROUTED CMU, LOCATION OF STHDI4RJ AND CSHALL RETE CBE PLACED TO°PROVIDE A MINIMUM OF 2'" COVER. PROVIDE 3" COVER FOR HOLDOWNCON IL. INSTALLEDSTALLED \`TYPE OF HOLDOWN TO BE 0 O z INSTALLED 7. ALL MACHINE BOLTS SHALL BE ASTM A307 OR BETTER. HILTI KWIK BOLTS/SIMPSON TITEN SHEARWALL DESIGNATION - SEE HD BOLTS OF THE SAME DIAMETER AS SHOWN IN THE SHEARWALL SCHEDULE MAY BE SHEARWALL SCHEDULE FOR FRAMING, SUBSTITUTED FOR ANCHOR BOLTS INTO EXISTING CONCRETE. BOLTS SHALL BE EMBEDDED A NAILING AND ANCHORAGE 0 Ire IIMMillt MINIMUM OF 5" INTO EXISTING CONCRETE. REQUIREMENTS 8. ALL NAILS AND CONNECTORS IN CONTACT WITH PRESSURE TREATED WOOD (EXCEPT FOR LATERAL MARKING LEGEND • BORITE TREATED WOOD) MUST BE HOT DIPPED GALVANIZED OR STAINLESS STEEL TO RESIST III CORROSION. Z O 00 O 9. WHERE 10d NAILS ARE SPACED AT 3" ON CENTER OR LESS, NAILS MUST BE STAGGERED. OF co 00 at 10. OSB OF EQUAL OR GREATER THICKNESS MAY BE SUBSTITUTED FOR CDX SPECIFIED IN 0 U Q SHEARWALL SCHEDULE. Q d' SHEARWALL EDGE NAILING T SHEARWALL EDGE NAILING T 6d®EA BLOCK AND 012" uuI'I M_ W BOTTOM PLATE.EXTENDBOTTOM PLATE.EXTEN 0/C INTO RIM.WHERE 3x I'� (3CO SHEATHING CONT. TO SILL16d®EA JOIST. SHEATHING CONT. TO SILL. BOTTOM PLATE IS REDID.USE I O 0 CU PRESSURE TREATED SILL WHERE 3x BOTTOM PRESSURE TREATED SILL SOS Yx4)4 SCREWS © M N W PLATE PER SHEARWALL PLATE IS REDID, USE PLATE PER SHEARWALL :LOCKING 0 48" 'I I SCHEDULE. USE 2x6 W/A.B. SDS1ax46 SCREW. SCHEDULE. USE 2x6 W/ 0/C W/(3)10d 0 48"0/C(MIN) A.B.®48"0/C(MIN) NAILS • LTP4 PER SHEARWALL LTP4 PER SHEARWALL :>- l l L l SCHEDULE SCHEDULE r = = . SHEARWALL EDGE ' • SHEARWALL EDGE 1 I p NAILING TO SILL I NAILING TO SILL PLATE II 1 .: 07/10/2019 F. PLATE Ir _. .-. .. - .. .. O a 6 6.. ` JI�IIEHI�'� JOIST PER PLAN } iI I FBI JOIST PER PLAN 11111111111111111 �Iy�I�� (I-JOIST SHOWN) I I1 r�= (I-JOIST SHOWN) ®DOUBLE TOP PLATE W/ EDGE NAILING ©HOEDOWN PER SCHEDULE AND (STAGGER) PLAN (HDQS-SDS3 SHOWN) FROST DEPTH WHEN STAMPED LATERAL FROST DEPTH WHEN STAMPED LATERAL ©SHEARWALL EDGE NAILING AT ALL PANEL ©COORDINATE ALL STUD AND I _� ONLY. REINFORCING BY 18" ONLY,REINFORCING BY PLATE SIZES w/ SHEARWALL - _ (18" MIN) OTHERS. ( MIN) EDGES. BLOCKING AT ALL PANEL EDGES CLEAR SPAN I IIn f-F SCHEDULE REQUIREMENTS I 17" MAXIMUM IPER (PLAN x 11 ' e WHERE APPLICABLE.11I ��' II�LI- 'ER PLAN = a�I �,[� II-11 }' IIII� ©EDGE NAILING TO HOEDOWN POST (FULL OJ EDGE NAILING TO POSTS, TRIM 30" MIN. HEIGHT) STAGGER INTO DOUBLE STUDSSTUDS, AND KING STUDS REBAR �' FOOTING PER FOOTING PER QK BEARING STUD FOR HEADER LENGTH 4"0 PERFORATED PLASTIC PIPE. PER PLAN PLAN "0 CENTERPERFORATED CUBCPLASTIC TOOPI E. PER PLAN PLAN ©STUDS 16" ON CENTER ©PRESSURE TREATED SILL PLATE WITH ©RIMJOIST TO BE 1Yz" MIN CENTER IN ONE CUBIC FOOT OFTHICKNESS AT ALL • ONE #4 REBAR FREE DRAINING GRAVEL AND FREE DRAINING GRAVEL AND DRAIN EDGE NAILING AND ANCHOR BOLTS PER IN SHEAR CONE DRAIN TO APPROVED OUTFACE TO APPROVED OUTFACE. SHEARWALLS �- (12"MIN. REBARSHEARWALL SCHEDULE. Drawn By: MKB *BREAK SHEARWALL SHEATHING © BOTTOM OF SILL PLATE ©TOP PLATE SPLICE NAILING TO BE (8) 16d Checked B LENGTH) SINKERS (MIN). LAP 48" MINIMUM. Date:7-10-I B 1/2" MIN. . JOISTS PERPENDICULAR JOISTS CENTER SPLICE ON STUD. FROM CONER PARALLEL STD. SHEARWALL ELEVATION W/ RIM SDA JOB NO. 2 'STHD' 3 EXT. WALL/FOUNDATION CONNECTION (LATERAL ONLY) °SCALE: "=1'-0"' 8743 INSTALLATION° w/ RIM °APPLICABLE FOR ALL SHEARWALLS w/ RIM SCALE, 4'_''- STRUCTURAL N OTES/D ETAI LS 5-2.0 H12