4501 GRAND AVE 2012 Plans 2022-12-02

� WRITTEN DIMEN510N5 ON THIS DRAWIN6 SHRLL HAVE PREGEDENGE OVER SG:,LED DIMEN510N5. GONTRAGTOR SHALL VERIFY ALL DIMEN510N5,GONDITIONS,ETG. PERTAININ6 TO THE WORK BEFORE PROGEEDIN6. THE OWNER MUST BE NOTIFIED OF ANY VARIATIONS PROM THE DIMEN510N5 AND/OR GONDITIONS SHOWN ON THESE DRAWIN65. ANY SUGH�/ARIATION SHALL BE RESOL�lED BY THE OWNER PRIOR TO PROGEEDIN6 WITH THE WORK,OR THE GONTRAGTOR SHALL �._,,,,,,� AGGEPT FULL RE5PON51BILITY FOR THE G05T TO REGTIFY SRME. ,� �� ""'"�' i`t��`,� � � �� r��r � S��i� J/��L� SG��17U�.� � � �p�� a5� P R BG 200 DATE: 12-20-10 �� s�i�c�a�� GENER�L NOT�S 2'-4 ��z�� SEE PLANS TO D�TERMINE THE DIFFERENT DESIC�NATORS FOR SHE�R WALL MATERIALS, - ��'Y�y Nf�ILIN6, ANGHOR BOLTS, f�ND HOLDOWNS. LOGATE HOLDOWNS AS GLOSE AS P0551BL� TO TH� END OF THE DE516NATED WALL. � 2x TOP PLATE � ALL HOLDOWNS, A�IGHOR BOLTS, WASHERS, & NAILS IN GONTAGT WITH P.T. WOOD TO BE 'J hIAIL S+iEATFiING ro HEA�ER • • IiEADER � 4" O.G. B.W. � HOT DIPPED C�AL�/ANIZED. ex-reND ro . . . . . END WALLS . . . . � PI = ONE 51DE PLYWOOD '�' � P2 = TWO 51DE5 PLYWOOD zx 5TV�5 C� � W "' 1/I6" NAIL SPAGING TOP � BTM. BLKG. SILL BASE HF#2 DF#2 •) I• � � MARK PLATE PLATE �/ALUE Vf�LUE L • PLYWD. �DGES �IELD PLAT�S REQ'D. p�NGHOR BOLTS NL�ILIN6 (#/L�) (#/L�) •) I� 1 ' "' 'I I' GONNEGT PLYWOOD � O PI-6" 8d 6" 12" 6° 2x4 5/8" � 48° (2) 16d � 10" 223 255 :I wi ea NAILS � 4" O.G. � o�o , TO ALL STVDS,PLATES ' ` 8 HEf��ERS u V • � � V �, � o PI-4" 8d 4" 12" 4° 2x4 �/8° � 32° (2) 16d � �" 325 395 •� �• , APf� RATED Si-+TG. PI-3" �� 8d 3" 12" 3" 3x4 5/8" � 24" (2) 16d � 5" 418 505 ni n Q ,�, �'e" MIN. �4/O EXP, I � � �� GON�NEGTORS�OR - O � � PI-2" 8d 2" 12" 2" 3x4 3/4" � 24" (2) 16d � 5" 544 6�0 �� ro GONGRETE � ,� I,I �I,I EQUAL C/� � , P2-6" �'� 8d 6" 12" 6" 3x4 5/8" � 24" (2) 16d � 5" 446 510 �•I� (. 2- 2x PLATE U� H � � (3) #4 VERTIGALS �4 HORIZ. � • • NAIL S+iERTHING � , TO EAGH PL.4TE � � L; P2-4" �� 8d 4" 12" 4" 3x4 3/4" � ZO" (3) 16d � 5" 650 �q0 '�� .°. L•, � ' 3/4"�X 10" A.B. y P2-�" *� 8d �" 12" 3" 3x4 3/4° � 16° (4) I(d � 5" 836 1010 w/ 3"x3�x�a" 2X STUD/SHEAR WALL; aj r ` W GONG I� PLATE WASHER O � PLYWOOD SUB- N,41L PER PLAh1S; SEE ` ) STEM �LOOR �/ P2-2" *� 8d 2" 12" 2" 3x4 3/4" � 12° (4) 16d � 4" 1088 II-IO WALL I I � � s+�ea��z w,4L� SGf-iEDULE. FLOOR JOIST BOTTOM PLATE NAILING � � PER PLf�N p�R SGI-fEDULE TO zX � � �NOT�: W/-�LLS WITH UNIT SHEAR OF 351#/ft. OR 6REATER SHALL HA�/E FRAMIN6 MEMBERS (5TUD5 � PLATES) �I� RIM JOIST �� ABUTTINC� PAN�LS NOT LESS THAN �X MEMB�RS (PER IBG 200q TABLE 230F�.3) OR (�)iod -roE NAIL, �IOIST TO TOP NAILINC� PER SI-+EP.R DOUBLE 2x (PER IBG 200q - SEGTION 2306.3 Footnote i). 3X �R,4MINC� WILL BE NOTED ON PLAN. PLP,-r� `W?�LL SGHEDULE Z GONT. FOOTING � � *'�NOT�: HEM-FIR VALUES HA�E BE�N ADJUSTED AGGORING TO IBG TABLE 2306.3 �ootnote a.(3) SPEGIFIG C�RAVITY ADJUSTMENT FAGTOR = [I-(0.5-5C�)]; 5C� FOR HEM-FIR = .43 PER aFd PP�; [I-(0.5-.43)] _ .�f� � ELE�lP.TION VI�W I. USE POWER-DRIVEN STEEL STUDS �ND NAILS BY HILTY OR RAMSET WH�RE APPLIGABLE. ou-rsiDe o� 2X BLOGK GARAGE Gf�RfiC�E 2. PLYWOOD MAY BE INSTALLED EITHER HORIZONTALLY OR VERTIGALLY. noora 16d TOENAIL � 6" o.c. 3. SOLID BLOGK WITH JOIST UNDER INTERIOR SHEAR WALLS. ro roP PLP�TES 2X STUD/SHEAR 1^1�LL; SHEP�R W�LL NOTES m N�IL PER PLANS; SEE �� SI-tEAR WALL SGHEDULE. INSID� OF 7/16" OSB OR PLYWOOD SH�ATHIN6 - USE 8d GOMMON OR 6AL�/ANIZED NAILS. BLOGK ALL PANEL G�R�G� �D6E5. LON6 DIMEN510N5 OF PLYWOOD MAY BE INSTALLED VERTIGt�LLY. NAIL � 12" O.G. TO ALL PL?tIV VIEW OP INTERMEDIATE 5TUD5. WHERE 3" NAIL SPAGIN6 15 SP�GIFIED AT PANEL ED6E5, U5E I-I/2" 8d GOIVGR�TE STEM W?.LL O��J' �T I �T�R I OR � SHORT NAILS OR �X STUDS WITH IOd GOMMON NAILS. �OR 2" NAIL SPAGINC�, USE 3X STUDS � St-+��,� 1�l�LL � � AND STA6GER PAN�LS. WH�RE PLYWOOD IS 2 SIDES O� WALL, JOINTS TO FALL ON � L?.T�R.�4L R�STR�INT P�.N�L � SEPARATE STUDS ON EAGH SID�. L-I SEE 6�N�R?.L NOTES No S��.L� 1--� NO SGf�LE O � � � �LOOR PLYWOOD - U5E 8d GOMMON NP�ILS � 10" O.G. AT INT�RMEDIATE SUPPO(�TS, 6" O.G. � � O f�T ALL PANEL EDGES AND 4" O.G. AT ALL SHEAR WALLS, UNLESS OTHERWISE SHOWN ON PLANS. � ` �LOOR �OISTS - JOIST PARRALLEL TO �LOOR OPENIN65 AND EXTERIOR WALLS SHALL BE v O GROSS BLOGKED AT 48" O.G. � EDC�ES W/ (4) IOd N/�ILS �OR TH� �IRST Bf�Y. � � N � � \ 3" x 3" x I/4" SQUARE WA5HER5 P�T ALL ANGHOR BOLTS. � � ` � ST?�i�LE SGH�DULE � � j � IOd � 4" o.c. - ROO� IOd � 4" o.c. - ROOF ' 1/I6�� OSB OR PLYWOOD SH�ATHIN6 SHER7HING TO TOP SHEATFiING TO TOP � � � � l�LLOWABLE SHEAR Vf�LUES GI-fORD TRUSS. GHORD TRUSS. -rr uss o��rz Ii2 16 a e STAPLES - DF #2 5TUD5 liZ 16 a e STAPLES - HF #2 5TUD5 PLYWOOD Roo� s.w. To �a�� PLYWOO� �oo� g g g g SHEATH I NC� �L��I NC-� AT SHEL�Ti--I I NC� � � � 6" o.c. - 155 #/ft. 6" o.�. - 12� #/ft. 4" o.c. - 230 #/ ft. 4" o.c. - 188 #/ ft. O � � 3" o.c. - 310 #/ ft. 3" o.c. - 254 #/ ft. � y� \ � 2" o.c. - 3q5 #/ ft. 2" o.c. - 323 #/ ft. TRUSSES TRUSSES V � � P�R PLAN PER PLAN � � � � FIELD SPf�GIN6: 12" O.G. NAILS 8 STAPLES. 2X NAIL�R - � HOLDOWNS - INSTALL SIMP50N HOLDOWNS OR EQUIVP�LENT AT THE END OF SHEAR WALLS NRIL To BOTTOM .. } M Gi-IORD W/ 16d a�s GONTINUE -I-� �� \1� WHEN SHOWN O�l DRAWIN65. TO ATTAGH U5E 2X OR 3X HF #2 GONSTRUGTION 6RADE5 A5 � F'�� o.�. GLIPS SHE?�R WALL V SHEAR WALL BOUNDARY ELEMENTS. HOLDOWNS AR� ONLY REQUIRED WHERE SHOWN ON PLANS. s�� PLYWOOD � 29-" To ROOF � �--- O.G. _. __. , . .. __. ..._. _ . . _ ._ � L � z ROWS 16d 16d c� 4" o.�. NAILS � 6" o.c. pLYWOOD TO PLYWOOD TO Np,ILER TOP PLATE dc�te: 07-12-12 permit: 5i-iEAR WALL SHEAR WALL PER PER I"P V I S I O I'1 S: SGH�DULE SGI-tEDULE � SH�?�R W�.LL P?.R?.LL�L TO TRUSS L-I IVO SGP.LE GURRENT/17��/I NBU I L D�R/ DADVAR/EVERETT SP/ 1a96 GOPP�RSTONE/6AR LEFT � drawn b D�.fG GI'1PG�Ge�.�Jl�. : G� �f-f��T � I O� �I�� '�/��T' � I ��