5505 OCEAN AVE 2019 Plans 2022-12-06

SHEARWALL SCHEDULE ( CDX) HOLDOWN SCHEDULE fit. SILL PLATE & BOTTOM/TOP PLATE *FOR HOLDOWNS INSTALLED IN NEW FOUNDATIONS '\ MARK SHEATHING EDGE NAILING FIELD NAILING CONN. © FND CONN. BOLTS 5ANCHOR THRU EMBEDMENT/ MINIMUM p L /" 0 A.B. © 48" LTP4 © 20" OR , A3/g CDX ONE 12" 80/CMODEL BOLT STRAP EDGE le de � t ,� FACE 8d © 6 0/C 8d © 0/C o/C W/ 2x SILL W/ 2x BOTTOM NAILS/SCREWS LENGTH DIST. I II - 4 %" 0 A.B. • I © 36" LTP4 ©E 14E 0/C HST3 8"O F1554, (3) a"O A307 6„ NA NA NA © G j N E �' 3/8" CDX ONE GR36 BOLTS ,,;F FACE 8d © 4 o/C 8d 12"© 0/C 0/C W/ 2x SILL W/ 2x BOTTOM TOP PLATE + • PLATE PLATE O F1554, (6) SDSi x 210 Go 5/8" A.B. © 30" LTP4 © 12" 0/C HDU2-SDS2.5 GR36 SCREWS FLOOR + SILL NA NA NA 1%2" CDX ONE 10d CO 4" 0/C 10d © 12" 0/C 0/C W/ 3x SILL W/ 2x BOTTOM PLATE 0 9 FACE PLATE PLATE x QB Q) - HDUS-SDS2.5 F1554, (14) SDS2 STEM + FT'G 13/4" NA NA I GR36 SCREWS DEPTHCZ o '� SHEARWALL NOTES 1. ALL STUDS, BLOCKING, TOP AND BOTTOM PLATES SHALL BE HEM-FIR NO. 2 UNLESS NOTED CS14 N/A (30) 10d COMMON 34" + CLEAR CENTER ON NA NA V i OTHERWISE ON PLANS. ALL SHEATHING EDGES MUST BE BACKED WITH 2x OR WIDER FRAMING (SEE IN SINGLE STUD SPAN RIM JOIST 0 N HOOK TO NOTE #3). MSTC48B3 N/A (54) 10d COMMON 447/8" BEAM NA NA In N IN DOUBLE STUD BELOW In w — t E 2. SHEATHING MAY BE INSTALLED EITHER HORIZONTALLY OR VERTICALLY. ALL SHEARWALL Q > 0 •• 0 SHEATHING MUST EXTEND TO THE OUTSIDE EDGE OF ALL HOLDOWN POSTS AND CORNERS, AND TO HOLDOWN NOTES _ © c oC< THE INSIDE EDGE OF FRAMING AROUND OPENINGS. 1. ALL-THREAD BOLTS SHALL CONFORM TO ASTM F1554 GRADE 36. Q QE , w + L tv 3. WHERE SHEATHING NAILING IS SHEARWALL SW-3 AND GREATER, ALL FRAMING MEMBERS 2. MINIMUM CONCRETE COMPRESSIVE STRENGTH f'c = 2500 PSI. MINIMUM WALL THICKNESS IS tv t** . ' 1.... • =. : In D m 0, RECEIVING EDGE NAILING FROM ABUTTING PANELS SHALL NOT BE LESS THAN A SINGLE 3-INCH ". •: t' • ' • • ..' • • ' . • .' : • . . 2 -; NOMINAL MEMBER. ADDITIONALLY, WHERE SHEARWALLS ARE SHEATHED ON BOTH FACES, ALL • :4 . ,' ••'' ' - .:.:4_. •.' ••: 4 . ;:: Q STUDS AND PLATES RECEIVING EDGE NAILING FROM BOTH FACES MUST BE A SINGLE 3-INCH 3. ALL HOLDOWNS REQUIRE A (2) 2x POST UNLESS NOTED OTHERWISE. HDU11 AND HHDQ14 I .' •:•'-' • : .-'•• •• • .'•.• • •••• • ;' '••*�. ••'4' •; ' 0 • NOMINAL MEMBER OR PANEL JOINTS MUST BE OFFSET. FOR SW 1 -7 (2)2x MAY BE SUBSTITUTED ' :` . . - ' ' ' 0 0> REQUIRE A 6x6 D F# 2 MINIMUM POST SIZE, U.N.O. WHERE HOLDOWNS ARE INSTALLED INTO . ' ' '�' `�. • • y.• .: :`:• ' `� co w' CO FOR A SINGLE 3x MEMBER PROVIDED THE STUDS ARE STITCH NAILED TOGETHER w/ 10d NAILS THE WIDE FACE OF THE STUD, THE STUDS MUST BE STITCH NAILED TOGETHER W/ 16d L STAGGERED © 6" o/c FROM EACH SIDE. SINKERS STAGGERED © 4" 0/C. ® DOUBLE TOP PLATE W/ EDGE NAILING © HOLDOWN PER SCHEDULE n N 4. SHEARWALL NAILING CRITERIA IS BASED ON TABLE 4.3A OF THE 2015 AMERICAN WOOD 4. MINIMUM EDGE DISTANCE IS FOR FORMED CONCRETE EXPOSED TO WEATHER OR SOIL. FOR (STAGGER) AND PLAN (HDQ8-SDS3 V d- © SHEARWALL EDGE NAILING AT ALL PANEL SHOWN) COUNCIL SDPWS (SPECIAL DESIGN PROVISIONS FOR WIND & SEISMIC). VALUES ARE BASED ON CDX CONCRETE CAST AGAINST SOIL PROVIDE 3" CLEAR TO ANCHOR BOLT. EDGES. BLOCKING AT ALL PANEL EDGES © COORDINATE ALL STUD L z PLYWOOD SHEATHING STRUCTURAL 1 w/ HEM-FIR NO. 2 FRAMING AND COMMON NAILS, UNLESS WHERE APPLICABLE. AND PLATE SIZES w/ ' -N 0 NOTED OTHERWISE. OSB STRUCTURAL 1 SHEATHING WITH EQUAL OR GREATER THICKNESS MAY BE 5. NAILS/SCREWS TO HOEDOWN POST SHALL BE PER MANUFACTURER'S SPECIFICATIONS. © EDGE NAILING TO HOEDOWN POST (FULL SHEARWALL SCHEDULE (r) _ SUBSTITUTED. 7/6" SHEATHING SHALL NOT BE SUBSTITUTED' FOR 15/32" SHEATHING UNLESS APPROVED BY THE ENGINEER. 6. WHEN FIELD CONDITION BECOME LESS THAN MINIMUM SHOWN, CONTACT ENGINEER PRIOR TO HEIGHT) STAGGER INTO DOUBLE STUDS REQUIREMENTS PROCEEDING. © STUDS © 16" ON CENTER Q EDGE NAILING TO POSTS, z 0 5. HOEDOWNS AND OTHER CONNECTIONS MAY BE REQUIRED AT THE ENDS OF MANY SHEARWALLS. DE PRESSURE TREATED SILL PLATE WITH TRIM STUDS, AND KING F SIZES AND LOCATIONS OF THESE CONNECTORS ARE INDICATED ON THE PLANS. REFER TO THE 7. ALL HOLDOWN BOLTS MUST BE RE-TIGHTENED JUST PRIOR TO ENCLOSING SECOND SIDE OF EDGE NAILING AND ANCHOR BOLTS PER STUDS - APPROPRIATE DETAILS AND/OR HOLDOWN SCHEDULE FOR ADDITIONAL INFORMATION REGARDING WALL. SHEARWALL SCHEDULE. () BEARING STUD FOR t =- ANCHOR BOLTS, EMBEDMENT LENGTH, ETC. WHERE (2) 2x's ARE USED AS A HOLDOWN POST, OF TOP PLATE SPLICE NAILING TO BE (8) HEADER , 0 SHEARWALL EDGE NAILING MUST BE STAGGERED INTO EACH MEMBER OF THE POST. 8. HOLDOWNS MAY BE ATTACHED TO EXISTING CONCRETE USING SIMPSON 'SET-3G' HIGH 16d SINKERS (MIN). LAP 48" >- c)lSTRENGTH EPDXY. ICC-ES EVALUATION REPORT NO. ESR-4057. EPDXY INSTALLATION MINIMUM. CENTER SPLICE ON STUD. co c I I 6. ANCHOR BOLTS MUST BE EMBEDDED A MINIMUM OF 7" INTO CONCRETE OR GROUTED CMU, AND TEMPERATURE AND CURE TIME SHALL COMPLY WITH MANUFACTURER'S REQUIREMENTS. ANCHOR STD . SHEARWALL ELEVATION W/O RIM ItSHALL BE PLACED TO PROVIDE A MINIMUM OF 2 COVER. PROVIDE 3 COVER FOR CONCRETE BOLT SIZE AND EMBED PER SCHEDULE. DRILL ANCHOR BOLT HOLES Ys LARGER THAN ANCHOR CD „ / Q W CAST AGAINST SOIL. BOLT DIAMETER. SCALE: Y =1 -0 0 . 7. ALL MACHINE BOLTS SHALL BE ASTM A307 OR BETTER. ANCHOR BOLTS SHALL BE REPLACED 9. INSTALLATION OF EPDXY BOLTS SHALL BE INSPECTED BY THE ENGINEER OR APPROVED zz WITH SIMPSON URFP OR FRFP ((5) 1"x24" SDS SCREWS) FOUNDATION PLATES AT ALL EXISTING SILL CERTIFIED TESTING AGENCY. TO CONCRETE CONNECTIONS. FOUNDATION PLATES SHALL MATCH ANCHOR BOLT SPACING. ' • 8. ALL NAILS AND CONNECTORS IN CONTACT WITH PRESSURE TREATED WOOD (EXCEPT FOR BORATE HOLDOWN POST --4- TREATED WOOD) MUST BE HOT DIPPED GALVANIZED OR STAINLESS STEEL TO RESIST CORROSION. PER PLAN. (2)2x-N ALL NAILS SHALL BE COMMON OR GALVANIZED BOX PER ASTM F 1667. MINIMUM MSTC48B3 STRAP DOUBLE STUD PER PLAN OR PER PLAN • 9. NAILS MUST BE STAGGERED WHEN SPACED AT 2" 0/C. • STRAP PER PLAN - z LL1 START NAILS 1Y2" UP CENTER BETWEEN 0 Q FROM END OF STUD FLOORS. Q rV CRIPPLE WALL ABOVE & BELOW F z FOR DOUBLE SIDED OPENING TO MATCH ADJ. SHEARWALL I HOEDOWN POST. SEE SHEARWALLS, THE SHEATHING • HOLDOWN SCHEDULE OR LENGTH OF ON EACH FACE MUST EXTEND (5)16d NAILS FROM END I CLEAR SPAN LU PLAN FOR MINIMUM SHEARWALL FACE NAILS: BLOCKING PER LENGTH NO NAILS Q U REQUIREMENTS CONTINUOUS BETWEEN KING STUD TO PLAN ALIGNED CORNER STRAP LLJ HOLDOWN POSTS AS SHOWN. HEADER WITH HEADER ER MFR SHALL BE PLACED REQUIRED LU 0 BEAM PER PLAN TO PERMIT I I AT THE TOP AND �� (f MIIIIIIIIIri "" 16d © 8" o/c FROM INSTALLATION BOTTOM CORNERS �� KING STUD TO TRIM OF STRAP4111111111E == =Ell OF THE OPENING O UJ OPENING PER PLA MSTC48B3 STRAP EACH FLOOR FRAMING �/ . # # STUD : END OF BEAM pig. SPECIFIED IN THE PER PLAN sZ, In. LOCATION OF CORNER STRAP PLAN. STRAP MAY L� HOEDOWN TO BE STHD14RJ 2 TRIM STUD/POST PER PLAN. (2)2x PER PLAN RUN CONTINUOUS DOUBLE STUD INSTALLED TYPE OF HOEDOWN TO BE INSTALLED 7 MINIMUM. SEE PLAN FOR HOEDOWN ACROSS THE OR PER PLAN POST & HDR al SHEARWALL DESIGNATION - SEE SHEARWALL SCHEDULE -'�- REQUIREMENTS AT BASE PER PLAN HEADER. FOR FRAMING, NAILING AND ANCHORAGE REQUIREMENTS eHOLDOWN AT BEAM CORNER OPENING STRAP ( FTAO) FLOOR TO FLOOR STRAP xLATERAL MARKING LEGENDq. Dour � 4sLL F �1 0�w�sy, G'?,' tki BREAK SHEATHING ON PLATE AS 0 r 'ril BREAK SHEATHING ON PLATE AS SHOWN. SEE NOTE FOR ALTERNATE. q�, ' '�• WEB STIFFENER l OLDOWN POST PER SCHEDULE SHOWN. SEE NOTE FOR ALTERNATE. fy INSTALLED SNUG SHEARWALL PER PLAN SHEARWALL PER PLAN DIAPHRAGM EDGE NAILING INTO RIM ' NOTE: THE LTP4 AND THE WHERE SPECIFlED) JOIST 10d ® 6" o c MIN) FOR I-JOISTS. D PER PLAN WHERE SPECIFIED)PLAN ( ( / ( DIAPHRAGM EDGE NAILING INTO 3x BOTTOM PLATE MAY NO STIFFENERS SHEARWALL EDGE NAILING RIM JOIST 10d 0 6" o c MIN BE ELIMINATED FOR THE SHEARWALL EDGE NAILING 16d NAIL EACH BLOCK (USE SOSY4"x4r (:;A ; , cU�t� REQ'D FOR SOLID — SHEARWALL W/ 3x FRAMING ( / ) (WHERE APPUCABLE) SHEAR CONNECTION FOR (WHERE APPLICABLE) SCREW FOR 3x BOTTOM PLATES) SAWN. AS REQ'D PER SCHEDULE LTP4 FROM BOTTOM PLATE TO 16d NAIL EACH"JOIST SHEARWALL #'S 1-5 IF LTP4 FROM BOTTOM PLATE 2 BAYS Ow JOIST BLOCKING t A RIM JOIST PER SCHEDULE (AT (USE SDSY4 x4J� SCREW THE SHEATHING FROM THE TO RIM JOIST PER 48" o% w/ (3)10d NAILS INTO '_� SHEARWALL IS BROKEN SCHEDULE (AT SHEARWALL p EACH BLOCK SHEARWALL ONLY) p FOR 3x BOTTOM PLATES) ONLY AT THE CENTER OF ONLY) ZI THREADED ROD PER SCHEDULE LPT4 FROM RIM JOIST To TO THEROIM OIST IST WNAI�D LPT4 FROM RIM JOIST TO z , TOP PLATE PER SCHEDULE ROWS OF PANEL EDGE ) TOP PLATE PER SCHEDULE Drawn By: JIB I (AT SHEARWALL ONLY) wirai NAILING. (AT SHEARWALL ONLY) r'4r Checked By: CCC ► ►� Ni — ►'` Date: 03-11-Z&ZO �� SHEARWALL EDGE NAILING =''SHEARWALL EDGE NAILING =� FLOOR FRAMING PER PLAN ' lir iv ,:, JOIST PER PLAN (I-JOIST (I-JOIST SHOWN, SOLID SAWN tOLID BLOCKING - WHERE (2) 2x6 (WHERE APPUCABLE) SHOWN, SOLID SAWN SIMILAR) (WHERE APPLICABLE) !! SHEARWALL PER PLA 1Y4" RIM JOIST (MINIMUM) SHEARWALL PER PLAN SIMILAR) SDA JOB NO. HOLDOWN POST IS REQ'D, USE 4x ( ) 1Y4" RIM JOIST (MINIMUM) — SOLID BLOCKING. WHERE LARGER WHERE SPECIFIED) (WHERE SPECIFIED POSTS (2)16d NAILS EACH JOIST 887I OS S ARE USED, USE 6x SOLID TO TOP PLATE •34 FROM BLOCKING TO TOP PLATE BLOCKING. ()JOIST PERPENDICULAR 0 JOIST PARALLELIt STRUCTURAL 0FLOOR TO FLOOR HOLDOWN CONN . ® FLOOR JOIST/SHEARWALL CONNECTIONDETAILS s 3 . 0