6301 COMMERCIAL AVE 2017 Plans 2022-11-03

hOLDOV�/N SChEDULE � St1EAI�WALL SChEDULE (CDX) �FUR hOLDOWNS INSTALLED IN NEW FOUNDATIONS MARK 5t1EAT111NG EDGE NAILING FIELD NAILING S�LL PLATE � CONN. @ BOTTOMlTOP PLATE ._ FND CONN. �' � MODEL ANCf10R BOLT TNRU BOLTS OR EMBEDMENTJ MINIMUM le de �G' I N E w4 NAILS/SCREWS STRAP LENGTt1 EDGE D15T. Qi 3/8� CDX ONE FACE 8d @ �� o�c 8d @ i z�� o�c 5/8' m a.B. @ �8�� o�c w� 2x LTP4 @ 20° o�c w� 2X ` SILL PLATE BOTTOM ?LATE 5Tt1D I 0/RJ N/A (28) I 6d COMMON I 0" EMBED I/2" NA NA Q3 15/32" CDX ONE FAC� I Od @ 4" O/C I Od @ I 2" O/C 5�8" � A.B. @ 30" O/C WI 3x LTP4 @ I 2" O/C W/ 2x � SILL PLATE BOTTOM PLATE HOLDOWN NOTES � � � 1. ALL-THREAD BOLTS SHALL CONFORM TO ASTM A307. SHEARWALL NOTES '� o 2. MINIMUM CONCRETE COMPRESSIVE STRENGTH f'c = 2500 PSI 1. ALL STUDS, BLOCKING, TOP AND BOTYOM PLATES SHALL BE HEM-FIR N0. 2 UNLESS NOTED O N OTHERWISE ON PLANS. ALL SHEATHING EDGES MUST BE BACKED WITH 2x OR WIDER FRAMING � � 3. ALL HOLDOWNS REQUIRE A {2) 2x POST UNLESS NOTED OTHERWISE. HDU11 AND HHDQ14 (SEE NOTE #3). � c� REQUIRE A 6x6 D F# 2 MINIMUM POST S1ZE, U.N.O. WHERE HOLDOWNS ARE INSTALLED INTO Q � THE WIDE FACE OF THE STUD, THE STUDS MUST BE STITCH NAILED TOGETHER W/ 16d 2. SHEAiHING MAY BE INSTALLED EITHE� HORIZONTALLY OR VERTICALLY. AL� SHEARWALL Q o Q v SHEATHING MUST EXT EN D T O T H E O U T I S D E E D G E O F A L L H O L D O W N P O S T S A N D C O R N E R S, A N D � � �,.,. � . S I N K E R S S T A G G C R E a C� 4" 0/C. � TO THE INSIDE EDGE OF FRAMING AROUND OPENINGS. .� wQ � 4. MINIMUM EDGE DISTANCE IS FOR FORMED CONCRETE EXPOSED TO WEATHER OR SOIL. FOR Y � 3. WHERE SHEATHING NAILING IS SHEARWALL SHEARWALL 4 AND GREATER, ALL FRAMING � � � r,.� o CONCRETE CAST AGAINST SOIL PROVIDE 3" CLEAR TO ANCHOR BOLT. MEMBERS RECEIVING EDGE NAILING FROM ABUTTING PANELS#SHALL NOT BE LESS THAN A � �rn -n SINGLE 3-INCH NOMINAL MEMBER. ADDITIONALLY, WHERE SHEARWALLS ARE SHEATHED ON � o � 0 3 5. NAILS/SCREWS TO HOLDOWN POST SHALL BE PER MANUFACTURER'S SPECIFICATIONS. BOTH FACES, ALL STUDS AND PLATES RECEIVING ED G E N A I L I N G F R O M B O T H F A C E S M U S T B E A _ o W M 3 6. ALL HOLDOWN BOLTS MUST BE RE-TlGHTENED JUST PRIOR TO ENCLOSING 2ND SIDE OF S I N G L E 3-I N C H N O M I N A L M E M B E R O R P A N E L J O I N T S M U S T B E O F F S E T. (2)2x M A Y B E � r� 3 SUBSTITUTED FOR A SINGLE 3x MEMBER PROVIDED THE STUDS ARE STITCH NAILED TOGETHER S- � WALL. w/ 10d NAILS STAGGERED C� 6" o/c FROM EACH SIDE. � � 4. SHEARWALL NAILING CRITERIA IS BASED ON TABLE 2306.4.1 OF THE INTERNATIONAL � z BUILDING CODE. VALUES ARE BASED ON OSB SHEATHING w/ HEM-FIR N0. 2 FRAMING AND � � DIAPHRAGM EDGE NAILING DIAPHRAGM EDGE COMMON NAILS. -�-� a. � 8d � 6" o/c NAILING - 8d � � 6" o/c 5. HOLDOWNS AND OTHER CONNECTIONS MAY BE REQUIRED AT THE ENDS OF MANY 2x BLOCKING - SHEARWALLS. SIZES AND LOCATIONS OF THESE CONNECTORS ARE INDICATED ON THE PLANS. FLAT OR REFER TO THE APPROPRIATE DETAILS AND/OR HOLDOWN SCHEDULE FOR ADDITIONAL SLOPED RAFTERS PER PLAN INFORMATION REGARDING ANCHOR BOLTS, EMBEDMENT LENGTH, ETC. WHERE (2) 2x's ARE W A35 OR RBC � USED AS A HOLDOWN POST, SHEARWALL EDGE NAI�_ING MUST BE STAGGERED INTO EACH � � MEMBER OF THE POST. � O 24" o/c FROM RAFTERS PER A35 � 24" o/c W _ Bt`OCKINC-�. TO • ��LAN -' , FROM RAFTER TO 8. ANCHOR BOLTS MUST BE EMBEDDED A MINIMUM OF 7" INTO CONCRETE OR GROUTED CMU N �. 3 ;:�'; ` ��:-r ,�4�;;� "._'« - .. ; , SH�ARV1�ALl�'TOP #��, `" �� ; '•�►.�.: " � �:,' TOP PLATE ° � � � PLATE. �� ' AND SHALL BE PLACED TO PROVIDE A MINIMUM OF 2" COVER. PROVIDE 3" COVER FOR Q Q ALTERNATE H1 CONCRETE CAST AGAINST SOIL. A 3X3X.229" PLATE WASHER IS REQUIRED. THE PLATE WASHER � _ � SHEARWALL PER CLIP EACH RAFTER SHEARWALL SHAL EXTEND TO WITHIN Y2" OF THE EDGE OF THE BOTTOM PLATE ON THE SHEATHED SIDE. FOR .� U PLAN TO TOP PLATE PER 2X6 WALLS SHEATHED ON BOTH SIDES, THE PLATE WASHERS MAY BE STAGGERED, OR YOU CAN � [� Q PLAN USE 4 Y2 X4 YZ X .220" WASHER CENTERED ON THE PLATE W � A RAFTERS PERPENDI�ULAR �RAFTERS PAF�ALLEL �. ALL MACHINE BOLTS SHALL BE ASTM A307 OR BETTER. HILTI KWIK BOLTS/SIMPSON TITEN �--� � � • HD BOLTS OF THE SAME DIAMETER AS SHOWN IN THE SHEARWALL SCHEDULE MAY BE W � � 1 SUBSTITUTED FOR ANCHOR BOLTS INTO �XISTING CONCRETE. BOLTS SHALL BE EMBEDDED A , MINIMUM OF 33�4" INTO EXISTING CONCRETE. � O W W U � WALL PER PLAN (2) IAYERS OF 90# 8. ALL NAILS AND CONNECTORS IN CONTACT WITH PRESSURE TREATED WOOD (EXCEPT FOR � � W FELT OR EQUIVALENT BORITE TREATED WOOD) MUST BE HOT DIPPED GALVANIZED OR STAINLESS STEEL TO RESIST Q � 91LL PLATE RND ANCFIOR BOLTS PER CORROSI ON. S1IEARWALL SGhEDULE. (US� 2x6 P.T. SLAB PER PLAN OO W ,ILL PLATE W/ 5/8' � J-BOLTS @ 48�� oic 9. WIRE STAPLES MAY BE SUBSTiTUTED FOR NAILS IN SHEAR PANELS. � MIN.) BACKFILL W/ POROUS • ° �`- � k�� MATERIAL {T`(P) • � 1 0. N A I L S M U S T B E S T A G G E R E D `'J H E N S f�A C E D A T 2" 0/C. ��- �"��'�=r�,��;:5 . wr. ( � ,.� d • e _ ��i a. i �. C i ...'�� 6�i a �. d. ' e . o e . �� '1 fx".„ o.w�' � l'sr,t` �'A _ • �`! � �1 .�-r ' 7 �, . � _� — T • � HOLDOWN POST. SEE ` � � t} y� � �� ••d • �1 ' ^4�i .�.�°� , � =T � �a . '� .,�.rTl� . . HOLDOWN SCHEDULE OR LENGTH OF FOR DOUBLE SIDED SHEARWALLS, THE � �,� �p;,- , !�,�� :• PLAN FOR MINIMU!� �HEARWALL SHEATHING Olil EACH FACE MUST EXTEND �� i ''' �� '�- .• ,-� �:� FR05T DEPTf1 • . 3 O" m' . :. R E Q U I R E M E N T S v C O N T I N U O U S B E T W E E N H O L D O W N P O S T S A S ` ` ` �� "b�� (�8" MIN) <' W H E N S T A M P E D L A T E R A L REBRR � "�" SHOWN. � . ONLY, REINFORCING BY �r=`'� • rf='" �,, -. -.��""�� . • OTHERS. LENGTH °.:�'��;:; � �. �:�.`�/,Li,�l`�"- --- � o �. � ..� � `•;�:;:�:�~: ' "� ONE #4 REBAR - :-�_ _��,:,.�t�;�� ' � � � � ��:;' IN SHEAR CONE (12" MIN. REBAR � # OPENING PER PLA # Drawn By: CHRIS PER PLAN FOOTING LENGTH) LOCATION OF Checked By: CHRIS 4° � PERFORATED PLASTIG PIPE. CENTER REINFORCING PER � 2" MlN. HOL�OV`�1 TO BE STHD�4RJ ' ��w��"�" Dt]t@: OH—�S—�I 7 IN ONE CUBIC FOOT OF FREE DRAINING PLAN/SCHEDULE � GRAVEL AND DRAIN TO APPROVED F OM CORNER � �NSTALLED ,�� „� �=a > OUTFALL. ��'`i`��" �"l��' �� SDA JOB N0. ,�-I-� , TYPE OF HOLDOWN TO BE 815 2 FNDN/SHEARWALL CONN 3 I� ( N�JTALLATION . INSTALLED 2 SCALE: 3/4'= 1�-0�� SHEARWALL DCHIEDU TION - SEE STRUCTURAL �E FOR FRAMING, DETAILS NAILING AND ANCHORAGE LATERA� MARKING �EGEND REQUIREMENTS S — 2 . O