9826 24TH DR SE 2017 Plans 2022-12-01

!�11 !.1!I _ , •'E:. ,: ...... ..: : � . . :, , pI�._.� NC� LDOWN SCNEDULE EPDXY HOLDOWN SCHEDULE ' r ; � I�I �AI\WALL �CI I �DU L� �C�X� � *FOR EPDXY INSTALLATIONS INTO EXISTING CONCRETE 51LL PLATE � CONN. @ BOTTOM/TOP PLATE FOR hOLDOWNS INSTALLED IN NEW �OUNDATIONS ANCHOR FASTENERS TO EMBEDMENT MIN. EDGE ' MA�K Si-1EATNING EDGE NAILING FIELD NAILING FND CONN. TNf�U BOLTS OR EMBEDMENT/ MINIMUM le de MODEL gO�T POST LENGTH DISTANCE MODEL ANCNOf� BOLT „ „ � � i 3/8� CDX ONE �ACE ad @ 6" o/c 8d @ i 2° olc 5�8' m A.B• @ 48" o/c w/ 2X LTP4 @ 20° o/c w/ 2X NAILS/SC(�EWS STfZAP LENGTh EDGE DIST. SILL PLATE BOTTOM PLATE HDU2-SDS2.�J �� ATR �6� y4SCREWS SDS 7 �" � 3�4'� ,�G �,� � � � :s I N E LSTHDBRJ N/A (24) I Od COMMON 8" EMBED I%" NA NA . » » � s �� / 2x LTP4 I 4" O/C W/ 2x (30) I Od COMMON IN „ CENTER ON RIM HDU4-SDS2.�J �" � ATR �� SCREWS sDs 12 �" � 3�4�� � 3�g� CDX ON� FAC� 8d @ 4" O/C 8d @ I 2" O/C �a � A.B. @ 36 O/� / °� GS I 4 N/A 34 + CLEAR SPAN NA NA - SILL PLATE BOTTOM PIATE SINGLE STUD J015T .*� M5TC48B3 N/A (54) I Od COMMON IN 44�/g„ t100K TO BEAM �A NA H OLD O WN N 0 TES (� SH�ARWA�� NOTES DOUBLESTUD BELOW 1 . ALL-THREAD BOLTS SHALL CONFORM TO ASTM A307. CU �9 1 . ALL STUDS, �LOCKING, TOP AND BOTTOM PLATES SHALL BE HEM-FIR N0. 2 UNLESS - � NOTED OTHERWISE ON PLANS. ALL SHEATHING EDGES MUST BE BACKED WITH 2x OR WIDER � � � OWN NOTES 2. MINIMUM CONCRETE COMPRESSIVE STRENGTH f'c = 2500 PSI. MINIMUM WALL � 0 FRAMING (SEE NOTE #.S). H OLD 1 . ALL-THREAD BOLTS SHALL CaNFORM TO ASTM A307. THICKNESS IS 8". � c� 2. SHEATHING MAY BE INSTALLED EITHER HORiZONTALLY OR VERTICAI�LY. ALL SHEARWALL � � SHEATHING MUST EXTEND TO THE OUTISDE ED�E OF ALL HOLDOWN POSTS AND CORNERS, 3. ALL HOLDOWNS REQUIRE A (2) 2x POST UNLESS NOTED OTHERWISE. WHERE � N 2. MINIMUM CONCRETE COMPRESSIVE STRENGTH f'c = 2500 PSI HOLDOWNS ARE INSTALLED INTO THE WIDE FACE OF THE STUD, STUDS MUST BE � N AND TO THE INSIDE EDGE OF FRAMING AROUND OPENINGS. STITCH NAILED TOGETHER w/ 16d SINKERS STAGGERED C� 4" o/c. � w - d- � 3. WHERE SHEATHING NAILING IS SHEARWALL #3 AND GREATER, ALL FRAMING MEMBERS 3. ALL HOLDOWNS REQUIRE A (M) 2x POST UNLE 0 NWHERE�HOLDOWNS ARE INSTALL D �IN�TO Q � " o , RECEIVING EDGE NAILING FROM ABUTTING PANELS SHALL NOT BE LE.SS THAN A SINGLE R E Q U I R E A 4 x 6 D F# 2 M I N I M U P O S T S I Z E, U N 4. M I N I M U M E D G E D I S T A N C E I S F O R F O R M E D C O N C R E T E E X P O S E D T O W E A T H E R O R � � �q � � �'� 3-INCH NOMINAL MEMBER. ADD!TIONALLY, WHERE SHEARWALLS ARE SHEATHED ON BOTH THE WIDE FACE OF THE STUD, THE STUDS MUST BE STITCH NAILED TOGETHER W/ 16d SOIL. FOR CONCRETE CAST AGAINST SOIL PROVIDE 3" CLEAR TO ANCHOR �OLT. � u.J � FACES, ALL STUDS AND PLATES RECEIViNG EDGE NAILING FROM BOTH FACES MUST BE A SINKERS STAGGERED � 4" 0/C. " '� Q � • SINGLE 3-INCH NOMINAL MEMBER OR PANEL JOINTS MUST BE STAGGERED. IN EACH OF 5. NAILS/SCREWS TO HOLDOWN POST SHALL �E PER MANUFACTURER'S � � � c� � 4. MINIMUM EDGE DISTANCE IS �OR FORMED CONCRETE EXPOSED TO WEATHER OR SOIL. FOR THESE CASES 3x STUDS ARE REQUIRED UNLESS SPECIFICALLY NOTED OTHERWISE ON THE CONCRETE CAST AGAINST SOIL PROVIDE 3" CLEAR TO ANCHOR BOLT. SPECIFICATIONS. � � � � � PLANS �Y THE ENGINEER. FGR SHEARWALLS #3 AND #4, A 2x SILL PLATE MAY �E USED � � O � IF TWO TIMES THE NUM�ER OF ANCHOR BOLTS REQUIRED BY THE SH�ARWALL SCHEDULE 6. WHEN FIELD CONDITION BECOME LESS THAN MINIMUM SHOWN, CONTACT ENGINEER � � 6j � 5. NAILS/SCREWS TO HOLDOWN pOST SHALL BE PER MANUFACTURER'S SPECIFICATIONS. PRIOR TO PROCEEDING. � m W m � ARE USED AND ARE EVENLY SPACED (SEE 2003 IBC SECTION 2305.3.10). . � i� m 4. SHEARWALL NAILING CRITERIA IS �ASED ON TABLE 2306.4.1 OF THE INTERNATIONAL 6. ALL HOLDOWN BOLTS MUST B� RE-TIGHTENED JUST PRIOR TO ENCLOSING 2ND SIDE OF 7. ALL HOLDOWN BOLTS MUST BE RE-TIGHTENED JUST PRIOR TO ENCLOSING SECOND � N � BUILDING CODE (FOR CDX) OR REPORT NER-124 (FOR OSB). VALUES ARE BASED ON WALL. SIDE OF WALL. ` . V v- HEM-FIR N0. 2 FRAMING WITH COMMON NAILS. ' �. HOLDOWNS MAY �E ATTACHED TO EXISTING CONCRETE USING SIMPSON 'SET-XP' S- "-� HE ENDS OF MANY BLOCK BETWEEN JOISTS LAP JOISTS WHERE REQUIRED HIGH STRENGTH EPDXY. SIZE AND EMBED PER CHART. ICBO REPORT N0. ER-5279. -� z � 5. HOLDOWNS AND OTHER CONNECTIONS MAY BE REQUIRED AT T AT BEAM. NAIL w/ 16d � � SHEARWALLS. SIZES AND LOCATIONS OF THESE CONNECTORS ARE INDICATED ON THE NAILS � 8" o/C To JOIST PER PLAN DRILL ANCHOR BOLT HOLES Y$" LARGER THAN ANCHOR BOLT DIAMETER. � � PLANS. REFER TO THE APPROPRIATE DETAILS AND/OR HOLDOWN SCHEDULE FOR BEAM ADDITIONAL INFORMATfON REGARDING ANCHOR BOLTS, EMBEDMENT LENGTH, ETC. WHERE (2) z 2x's ARE USED AS A HOLDOWN POST, SHEARWALL EDGE NAILING MUST BE STAGGERED INTO � � EAC�I MEM�ER 0� TWE POST. > „ DOU�LE STUU °L 6. ANCHOR �OI�TS MUST �E EMBEDDED A MINIMUM OF 7 INTO CONCRETE OR GROUTED OR PER PLAN � :�� CMU, AND SHALL BE PLACED TO PROVIDE A MINIMUM OF 2" COVER. PROVIDE 3" COVER _ m I I I ( FOR CONCRETE CAST AGAINST SOIL. SYRAP PER PLAN , , o C�NTER BETWEEN 7. ALL MACHINE BOLTS SHALL BE ASTM A307 OR BETTER. HILTI KWIK BOLTS/SIMPSON FL�OORS. TRUSS PER PLAN Q TITEN HD BOLTS OF THE SAME DIAMETER AS SHOWN IN THE SHEARWALL SCHEDULE MAY BE POSITIVE CONNECTION POST TO � �d � 6" 0/C INTO BLOCKIN � SUBSTITUTED FOR ANCHOR BOLTS INTO EXISTING CONCRETE. BOLTS SHALL BE EMBEDDED A BEAM: SIMPSON 'a,c' CAP EA BEAM PER PLAN o • MINIMUM OF 5" INTO EXISTING CONCRETE. SIDE OR 12"x�2" PLYWOOD GUSSET CLEAR SPAN H1 CLIP � EAC � w/ (6)16d NAILS EACH MEMBER z OR PER PLAN. POST PER PLAN NO NAILS TRUSS �24�� O�C 8. ALL NAILS AND CONNECTORS IN CONTACT WITH PRESSURE TREATED WOOD (EXCEPT �OR POSITIVE CONNECTION POST REQUIRED MA BORITE TREATED WOOD) MUST BE HOT DIPPED GALVANIZED OR STAINL.ESS STEEL TO RESIST FOOTING: SIMPSON 'PB' BASE OR o a ` r ;.r,; . SIMPSON 'A34' EACH SIDE w/ o CORROSION. CONCRETE NAILS TO FOOTING OR o VENTILATION MAY BE PER PLAN. „ � 9. WHERE 10d NAILS ARE SPACED AT 3" ON CENTER OR LESS, NAILS MUST BE STAGGERED. 6 o FI�OOR FRAMING REQ D AT BLOCKING. . » �� 12" P�R PLAN WALL PESHEATHING VERI�Y METHOD W/ � 3 NAIL 10. OSB OF EQUAL OR GREATER THICKNESS MAY BE SUBSTITUTED FOR CDX SPECIFIED IN _ ° - ' '' � � INTO EA MEMBER OF ENGI,NEER PRIOR TO U � O SHEARWALL SCHEDULE. DOUBLE STUD TOP PLATE CONSTRUCTION. BIRD N OR PER PLAN BLOCKING IS ACCEPTABLE. W � � PER PLAN R00� SH EAR WALL CON N . �? � ;{ TYP . CRAWLSPACE �RAMING �LOOR TO �LOOR STRAP 3 , c� � d :�:��_ HOLDOWN POST. SEE FOR DOUBLE SIDED 1 2 u� �- � HOLDOWN SCHEDULE OR SHEARWALLS, THE SHEATHING � . LENGTH OF ON EACH FACE MUST EXTEND N " PLAN FOR MINIMUM SHEARWALL � � REQUIREMENTS CONTINUOUS BETWEEN HOLDOWN POSTS AS SHOWN. � � W �- � � . W � � � � > # OPENING PER PLAN # : ll_.I ;� LOCATION OF ° �� HOLDOWN TO BE STHD14RJ I N STALLED � � .• TYPE OF HOLDOWN TO BE INSTALLED � BREAK SHEATHING ON PLAT� AS BREAK SHEATHING ON PLATE AS SHEARWALL DESIGNATION - SEE o� � SHOWN. SEE NOTE FOR ALT�RNATE. SHOWN. SEE NOTE FOR ALTERNATE. SHEARWALL SCHEDULE FOR FRAMING, o o � SHEARWALL PER PLAN DIAPHRAGM EDGE NAILING INTO RIM JOIST (10 � � NAILING AND ANCHORAGE ° � SHEARWALL PER PLAN NOTE: THE LTP4 AND THE - ° ° � (WHERE SPECIFIED) DIAPHFZAGM EDGE NAILING 3x BOTTOM PLATE MAY (WHERE SPECIFIED) 6" o/c MIN) C��X1� REQUIREMENTS o, INTO FtIM JOIST (10d � 6 BE ELIMINATED FOR THE SHEARWALL ED�E NAILING 16d NAIL EACH BLOCK (USE SDSY4"x4Y�" SCRE � �.� �w�sy� �?, � L A TE R A� M A R K I N G �E G E N D � SHEARWALL EDGE NAILING SHEAR CONNECTION FOR WHERE APPLICABLE FOR 3x BOTTOM PLATES) ,��,� �: �r� C7 •.{ a, J (WHERE APPLICABLE) o/c MIN � � � �- � �� o - LTP4 FROM �OTTOM 16d NAIL�E,ACH ��JOIST SHEARWALL #'S 1-5 IF LTP4 FROM BOTTOM 2 BAYS OF JOIST BLOCKING C�D 48" o/c w/ �. �' � - z-� �, �` Q� USE SDSY4 x4Y2 SCREW THE SHEATHING FROM THE PLATE TO RIM JOIST PER =' ` "r°� ° ° PLATE TO RIM JOIST PER � (3)10d NAILS INTO EACH BLOC � � ` ,5° . ° Z SCHEDULE AT FOR 3x BOTTOM PL TES) SHEARWALL IS BROKEN SCHEDULE (AT ' �� r �`��- _� ' ° ° � � ONLY AT THE CENTER OF SHEARWALL ONLY) "� ,� 34�83 � � SHEARWALL ONLY) THE RIMJOIST AND NAILED o `"ct � LPT4 FROM RIM JOIST LPT4 FROM RIM JOIST �, � �� CLEAR SPAN TO THE RIMJOIST W/ (2) TO TOP PLATE PER '��N,�L�' � 17�� MAXIMUM TO TOP PLATE PER ROWS OF PANEL EDGE SCHEDULE (AT i SCF�EDULE (AT SHEARWALL ONLY) ' .��I�� (� � �U�� SHEARWALL ONLY) SHEARWALL EDGE NAILING FLOOR FRAMING PER PLAN (I-JOIST 30�� MI SHEARWALL EDGE NAILING JOIST PER PLAN (I-JOIST (WHERE APPLICABLE) SHOWN, SOLID SAWN SIMILAR) 16" X8�� CONCRETE FOOTING REBAR ° ° (WHERE APPLICABLE) SHOWN SOLID SAWN SIMILAR) �----� W /21 4 CONTINUOUS LENGTH � `��'J! SHEARWALL PER PLAN--_�_ 1Y4" RIM JOIST (MINIMUM) SHEARWALL PER PLAN 1Y4" RIM JOIST (MINIMUM) Drawn By: CNRIS 1608 / ` f # (WHERE SPECIFIED) (WHERE SPECIFIED) y: �___� ON� #4 REBAR (2)16d NAILS EACH JOIST C D tee06 02-�RIS i i 24" X 24�� X 12�� DEEP CONCRETE IN SHEAR CONE TO TOP PLATE A34 FROM BLOCKING TO TOP PLATE " `- 24FOOTING w/ (2) #4 BARS EACH (12" MIN. REBAR E� . WAY LE.NGTH) A JOIST PERPENDICULAR B JOIST PARALLEL 5DA JOB NO. � � 30" x 30" x 12" DEEP CONCRETE 1 /2" MIN. ;• 8�� �____; FOOTING w/ (2} #4 BARS EACH FROM CORNER 303012 WAY R I M J01 ST ' STH D ' I �1 STA �LATI ON � ��OOR J01 ST SH EAF� WA �� CON N ECTI ON �OOTING SCHEDU �E 4 5 STRUCTURAL DETAILS � S 2 � a }�.