1220 GRAND AVE 2017 Plans 2022-12-05

l�l�,„'s �� HOLDOWN SCHEDULE SHEARW� �-�- � CHEDUL.E CDX � � *FOR HOLDOWNS INSTALLED IN EXISTING FOUNDATiONS SILL PLATE & BOTTOM/TOP PLATE � `r THRU BOLTS EMBEDMENT MINIMUM MARK SHEATHING EDGE NAILIN(� FIELD NAILING CONN. � FND CONN. �G � / I �4 _ MODEL ANCHOR aR STRAP EDGE le de 3 " Cp E „ � „ %8" � A.e. C� 36" L.TP4 C� �4" o/C � � BOLT NAILS SCREWS LENGTH QISY. 0 /8 FACE�N 8d @ 4 o/t� �d C� 12 o/C o/C W/ 2x S�� w/ 2x BOTTOM _ � PLATE PLATE HHDQ11 —SUS2. � „ � A307� (30)SDSY4 x 2Y2 f, ,� ,� „ �� /�2,, CDX ON „ 10d Q 12 » 5/8" � A.B. � 30" LTP4 C� 12" 0/C � 5 ROD w/ 2 SCREWS 20 EMBED 4 10 15 / J \ FACE 10d C�? 4 O�C �� 0/C W/ 3x SfLL W/ 2x BOTTOM � � WASHER PLATE PLATE � � CS14 N/A C30) lOd COMMON 34" + CLEAR CENTER ON NA NA '� � 1N SINGLE STUD � SPAN cENTER+oN SH EAR WALL. N OTES Q N (76} 1 (?d COMMON 1. ALL STUDS BLOCKING TOP AND BOTTOM PLATES SHALL BE HEM-FIR N0. 2 UNLESS NOTED OTHERWISE N MSTC7�i N/A �N DOUBLE STUD ��3�4�� RIM ,1QI�T NA NA > > � � HOOK TO ON PLANS. ALL SHEATHING EDGES MUST BE BACKED WITH 2x OR WIDER FRAMING (SEE NOTE �3). � N MSTC48B3 N/A (54) 10d COMMON 44�/8" BEAM NA NA 2 SHEATHlNG MAY BE INSTALLED EITHEf� HORIZONTALLY OR VERTICALLY. ALL SHEARWALL SHEATHING MUST Q w <-- �. !N DOUBLE STUD �, o x � BELOW EXTEND TO THE OUTISDE EDGE OF ALL HC)LD�WN POSTS AND CORNERS, AND TO THE INSIDE EDGE OF Q N Q o - HOLDOWRI NOTES FRAMWG AROUND OPENiNGS. � � � �- � 1 . ALL-THREAD BOLTS SHALL CONFORM TO ASTM A307. 3. WHERE SHEATHING NAILING IS SHEAF�WALL SHEARWALL #4 AND GREATER, ALL FRAMlNG MEMBERS •� v � � RECEIVING EDGE NAILING FROM ABUTTING PANELS SHALL NOT BE LESS THAN A SINGLE 3-INCM NOMINAL � � 2, MINIMUM CONCRETE COMPRESSIVE STRENGTH f'c = 25�0 PSI. MINIMUM Vt/ALL THICKNESS IS 8". MEMBER. ADDITIONALLY, WHERE SHEARWALLS ARE SHEATH�D ON BOTH FACES, ALL STUDS AND PLATES � � ,+� � RECEIVfNG EDGE NAILING FROM BOTH FACE=S MUST BE A SINGLE 3—WCH NOMiNAL MEMBER OR PANEL JOINTS � cn � N 3, ALL HOLDOWNS REQUIRE A (2) 2x POST UNLESS NOTED OTHERWISE. WHERE HO�DOWNS ARE MUST BE OFFSET. (2)2x MAY BE SUBSTI�`UTED F�OR A SINGLE 3x MEMBER PROVIDED THE STUDS ARE STITCH o � � � NA1LED TOGETHER w/ 10d NAILS STAGG�(�ED � 6 o/c FROM EACH SIDE. 1NSTALLED INTO THE WIDE FACE OF THE STUD, STUDS MUST BE STITCH f�Ail_ED TOGETHER w/ 16d � � w ►`� SfNKERS S-�A�GERED � 4" o�c. 4. SHEARWALL NAILING CRITERIA IS BA��D ON TABLE 23�6.4.1 OF 7HE INTERNATIONAL BUILD{NG CODE. � N VALUES ARE BASED ON OSB SHEATHING w/ HEM--FIR N�. 2 FRAMING AND COMMON NAILS. � � 4, MINIMUM EDGE DISTANCE IS FOR FORMED CONCRETE EXPOSED TO WEATf-{E=R OR SOIL. FOR CONCRETE CAST AGAINST SOfL PROVIDE 3" CLEAR 70 ANCHOR BOLT. 5. HOLDOWNS AND OTHER CC?NNECTIONS MAY BE REQUIRED AT THE ENDS �F MANY SHEARWALLS. SIZES � z AND LOCATIONS OF THESE CONNECTORS f�RE INDICATED 4N THE PLANS. REF'ER TO THE APPROPRIATE � � 5, NAILS/SCREV'J� TO HOLDOWN POST SHALL BE PER MANUFACTURER'S SPECIFICATI�NS. DETAILS AND/OR HOLDOWN SCHEDULE F�� ADDlTI�fJAL iNF�RMATION REGARDfNG ANCHOR BOLTS, EMBEDMENT +' o=.. LENGTH, ETC. WHER� (2) 2x's ARE USE-� AS A HOLDOWN POST, SHEARWALL EDGE NAILING MUST BE U� 6. WHEN FfELD CONDITlON BECOME LESS THAN MINIMUM SHOWN, CONTACT ENGINEER PRIOR TO STAGGERED INTO EACH MEMBER OF THE POST. PROCEEDING. 6. ANCHOR BOLTS MUST BE EMB�DDED A MINIMUM OF 7" INTO CONCRETE OR GROUT�D CMU, AND SHALL BE 7, ALL H0�_DOWN BOLTS MUST BE RE-TIGHTENED JUST PR10R TO ENCLOSIN� SECOND SIDE OF WALL. PLACED TO PROVIDE A MINIMUM OF 2" COVER. PROVIDE 3" COVER FOR CONCRETE CAST AGAINST SOIL. A 3X3X.229" PLATE WASHER IS REQUIRED. THE PLATE WASHER SHAL EXTEND TO WITHIN Y2'� OF THE EDGE OF , , THE BOTTOM P�ATE ON THE SHEATHED SIDE. FOR 2X6 WALLS SHEATHED ON BOTH SIDES, TH� PLATE � 8, Ho�DOWN� MAY BE ATTACHED TO EXfSTING CONCRETE USING SIMPSON SET-XP HIGH STRENGTH WASHERS MAY BE STAGGERED, oR You cAN usE 4 Y2 X4 Y2 x .z2o" WASHER CENTERED ON THE PLATE '"`" EpOXY. SiZE AND EMBED PER CHART. ICBO REPORT N0. ER-5279. DRII_L� ANCHOR BOLT HOLES Ys" � ---� ' a �.ARGER THAN ANCHOR BOLT DIAMETER. 7. ALL MACHINE BOLTS SHALL BE ASTM A307 OR BETTER. HILTI KW1K BOLTS/SIMPSON TITEN HD BOLTS OF � W w (� T H E S A M E D I A M E T E R A S S H O W N I N T H E S H E A R W A L L S C H E D U L E M A Y B E S U B S T I T U T E D F O R A N C H O R B O L T S w Q -� B E�M S C N E D U L E I N T O E X I S T I N G C O N C R E T E. B O L T S S H A L I- B E E M B E D D E D A M I N i M U M O F 33/4" I N T O E X i S T i N G C O N C R E T E. � O � � POST SCHEDULE KEY �", L� � T Y P E 8. A L L N A I L S A N D C O N N E C T O R S !N C Q N T A C T W I T H P R E S S U R E T R E A T E D W Q O D (E X C E P T F O R B O R{T E T R E A T E D (� � Q K EY T Y P E M A X. W O O D) M U S T B E H O T D I P P E D G A L V A N I Z E D O R S T A I N L E S S S T E E L T O R E S i S T C O R R O S I O N. � L L 1 � HEIGHT H� 4x8 (HF#1 ) �/ �/ � P1 4x6 (HF#2} W� g T� 9. W I R E S T A P L E S MA Y B E SU B S T I TUT ED F O R N A(L S I N S H E A R P A N E L S. W z ❑ , „ ` HHDQ11-SDS2.5 HO�DDOWN BEAMS SHALL BEAR A MINIMUM OF 2" �o. NAILS MUST BE STAGGERED WHEN SPACED AT 2�� o/c. — I.l._1 � � C7N SUPPORTS AT BOTH ENDS. HEADER Z POSTS SHALL BE lNSTALLED PLUMB. POSTS SHALL Z (� �J BEAR 4NTU THE FOOTING BELOW UNLESS OTHERWiSE SHALL BE SUPP�RTED ON BOTH ENDS � U N � SPEClFIED. BLOCKING SHALL BE USED AS NECESSARY. W�TH P1 (SEE POST SCHEDULE) UNLESS � � � OTHERWISE NOTED. C�I SlLL PLATE AND ANCHOR � � ' > BOLTS PER SHEARWALL WALL PER PLAN � W SCHEDULE. (USE 2x6 P.T. SILL PLATE W/ 5/a" � (2) LAYERS 4F 90# FELT J-BOL.TS @ 48" 0/C MiN.) OR EQUIVALENT �+� � -� a, ;��.r '—+N BACKFILL W/ POROUS SLAB PER PLAN *STR1P FOOTfNG 8c HOLDOWN POST. SEE `� �w�s *�` MATERIAL TYP REINFORCEMENT SHALL BE HOLDOWN SCHEDULE OR FOR DOUBLE SfbED SHEARWALLS, THE C��`.�,��..-• ��`�q�� ( ) VERIFIED BY OTHERS. ANY P�AN FOR MINIMUM LENGTH OF SHEATHING ON EACH FACE MUST EXTEND �� ° `� `'�° � � SHEARWALL � �" d� a� °� �� ' DEVIATIONS SHALL BE REQUIREMENTS CONTlNUOUS BETWEEN HOLDOV�IN P4STS AS f � � , "` 4��. _ _ . — — —� REP�RTED T� THE SHOWN. �`#1 ''�'�' .,�-� � -1 I ITI f Ill11�1 �a �►—.��—tJ�— � S �a3�� ,� .a .jj��- ' ENGINEER. � °��c�'r��' � T—��_i . �c��v�.:� FROST DEPTfii 8" MIN. • . ��`+� � �r�'. .." i�,`� '�'.�'. � ' . �18�� Mi�� : WHEN STAMPED LATERAL ONLY, # OPENING PER PLAN # �,r; ��-- -� , REINFORCI�IG BY OTHERS. LOCAT{ON OF �,A , a=��{�ti�; HOLDOWN TO BE Drawn � B''`�;��' CHR)S a 4� � Checked By: CHRIS '• � � � ' � INSTALLED STHD14RJ . Date: �8-02-17 4" � PERFORATED PLASTIC PIPE. CENTER IN ONE CUBIC � 6° FOOTING REINFORCING PER TYPE OF HaLDOWN T� BE INSTAL�ED SQA JOB N0. ��GRAVEL AND DRAIN � TO PLAN/SCHEDULE SHEARWALL DESIGNATION - SEE g '� 3 � SHEARWALL SCHEDULE FOR FRAMING, APPROVED OUTFALL. NAILfNG AND ANCHORAGE STRUCTURAL � FIU D1�1/�h EARWALL CC�N N REQUIREMENTS � SCALE: 3�4"= I�-o�� LATERA� MARKlNG �EGEND NOTEs 5 -- 2 � 0