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11042 PAINE FIELD WAY 2011 Plans 2022-11-29
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11042 PAINE FIELD WAY 2011 Plans 2022-11-29
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Last modified
11/29/2022 11:42:14 AM
Creation date
8/6/2020 8:44:43 AM
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Address Document
Street Name
PAINE FIELD WAY
Street Number
11042
Permit
C1108-023
Year
2011
Notes
RB 413 AB
Address Document Type
Plans
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�� <br /> PER <br /> �T-f��� � �1l�'��L.�� �G���U�� PL?�N .�51� ' <br /> � NAIL SHEATHIN6 TO <br /> PER 200� ISG HEAD�R � 2" O.G. E.W. � �'��isi'� <br /> / •w��r �� <br /> C�ENERAL NOTES: MIN. 3"x I1.25" N�T � ' ' ' 'n <br /> SEE PLANS TO DETERMINE THE DIFFERENT DESIGNATORS FOR SHEAR WALL MATERIALS, HEADER, EXTEND TO I. I. . . •�• "51MP50N" L5TA24 STRAP, ���� � <br /> N,41LIN6, ANGHOR BOLTS, AND HOLDOWNS. LOGATE HOLDOWNS AS GLOSE AS P0551BL� TO THE END �ND WALLS I' I ' ' ' 'I'I Bf�GK 51DE, �A. EDGE r�r j`�� <br /> S I�i1 � + �'3�1`: <br /> OF THE DESI6NATED WALL. • �= =� • •��tJ���5�lP�,r,• ��,.�,� <br /> ALL HOLDOWNS, ANGHOR BOLTS, WA5HER5, ff NAILS IN GONTAGT WITH P.T. WOOD TO S� i•I�•I I•�I•� �?.ST�N TOP PLATE TO ��� <br /> HOT DIPPED 6ALVANIZED. <br /> �'I �'� HDR. 2 ROWS 16d SINKER <br /> PI = ONE SIDE PLYWOOD • • • NAILS � 2" O.G. <br /> P2 = TWO 51 DES PLYWOOD •I•I I•I. <br /> '�'� �'�' (2)2x 5TUD5 <br /> „ NAIL SPAGING SILL BASE HEM PIR #2 EAGH ED6E <br /> MARK 7/I6 TOP d BTM. f�35 BLKG. PLATE PLATE VALUE •�• ' ' <br /> PLYWD. EDGES FIELD PLATES ANGHORS REQ D. ANGHOR BOLTS NAILING (#/LF) PP.N�L SPL I GE (I� 'I'I I'I' <br /> NEEDED) SI-f?�L.L ' X �m � <br /> PI-6" 8d 6" 12" 6" 18" O.G. 2x4 5/8° � 48° (2) I bd � 10" 24� OGGUR W I TH I N Z4" •I.I I.I. GONNEGT PLYWOOD � � �r� <br /> PI-4" 8d 4" 12" 4" 16" O.G. 2x4 5/8" � 32" (2) Ibd � �i" 34G OF M I D-i-4E I C�1-fT, '�'� I'I' W/ 8d NAILS � 2" O.G. <br /> N�IL 2x BLOGKINC� ' TO ALL STUDS, PLATES = ���(y <br /> PI-3" "* 8d 3" 12" 3" 14" O.G. 3x4 5/8" � 24" (2) 16d � 5" 450 .I.I —.I. � HEADERS � <br /> W/ ��� I 6 d, : : : � ''''Q cQ� <br /> PI-2" '�* 8d 2" 12" 2" 12" O.G. 3x4 3/4° � 24" (2) 16d � 5" 585 SI-I�P�THIN� EDC�ES - - ���^ <br /> �� I,I I,I A�� ��D S�+TG. O <br /> 8d �T 2 O.G. •I•I I•I• 3ig" MIN. 24/O EXP. I <br /> P2-6" ""` 8d 6" 12" 6" 10" O.G. 3x4 S/8" � 24" (2) Ibd � 5' 480 <br /> _ BOTH SI DE5 Z�ry d- <br /> P2-4" '��' 8d 4" 12" 4" 8" O.G. 3x4 3/4° � 20" (3) 16d � 5" 700 ,�,� �,�, � � . <br /> _ 51MPSON' '��(� x <br /> �� � <br /> P2-3° "* 8d 3" 12" 3" 8" O.G. 3x4 3/4" � I6" (4) Ibd � 5" 900 ;�:i �;�; STHD14 WOOD � i- � <br /> _ TO GONGRET� �[ <br /> p2-2" ** 8d 2" 12" 2" 8" O.G. 3x4 3/4° � 12" (4) Ibd � 4" IIlO �: I� �O�N�NLGTORS OR — <br /> *'"NOTE: WALLS WITH UNIT SHEAR OF 350#/ft. OR GREATER SHALL HAV� FRAMIN6 I�II•I I�II•I (3) 2x PLATES (I PLAT� <br /> MEMSERS (STUDS d PLATES) ABUTTI NG PANELS NOT LE55 THAH 3X M�MBERS r II•I I�I� PLUS 2 BLK. B�TW�ErI 5TUD5) <br /> PER IBG 200q, TABLE 2�06.3.1. 3X �RAMIN6 WILL BE NOTED ON PLAN. I ��• • NAIL SHEATHIN6 TO <br /> � �;�•_ EAGH PLATE � <br /> z o <br /> I. USE POWER-DRI�/EN STEEL 5TUD5 AND Nf�ILS BY HILTY OR RAMSET WHERE APPLIGABLE. � 3/4"� X 15" A.B. ' <br /> U1 <br /> 2. PLYWOOD MAY BE INSTALLED EITHER HOFZIZONTftLLY OR VEFZTIGALLY. GONG. SLAB � u 7" M��. �MBED. � W <br /> 3. 50LID BLOGK WITH J015T UNDER INTERIOR SHEAR WALLS. W/ 3"X3"XI/4" C�/�L�/ANIZ�D <br /> x Q <br /> �L,�-r� w�,s++�R v� z <br /> SHE�R Wf�LL NOT�S GONT. �OOTIN6 Z � <br /> 7/16" OSB OR PLYWOOD SHEATHING - USE 8d GOMMON OR GALVftNIZED NAILS. BLOGK ALL PANEL <br /> EDC�ES. LON6 DIMEN51oN5 OF PLYWOOD MAY BE INSTALLED VERTIGALLY. NAIL � 12" O.G. TO ALL PORTA�L �R?�ME <br /> INTERMEDIATE STUDS. WHERE 3" NAIL SPAGIN6 15 SPEGI�IED AT PANEL ED6E5, USE I-I/2" 8d � IRG R602.IO.6.2 <br /> SHORT NAILS OR 3X 5TUD5 WITH 8d GOMMON NAILS. �OR 2" NAIL SPAGING, USE 3X STUDS L-I <br /> AND STAG6ER PANELS. WHERE PLYWOOD IS 2 SIDES OF WALL, JOINTS TO �ALL ON NO SGALE <br /> S�PARP�TE 5TUD5 ON EAGH 51DE. <br /> FLOOR PLYWOOD - USE 8d GOMMON NAILS � 10" O.G. AT INTERMEDIATE SUPPORTS, 6" O.G. �(� <br /> AT ALL PANEL ED6E5 AND 4" O.G. AT ALL SHEAR WA.LLS, UNLE55 OTHERWISE SHOWN ON PLftNS. VI <br /> FLOOR �.1015T5 - �OIST PARRALLEL TO �LOOR OPENINGS AND EXTERIOR WALLS SHALL BE � <br /> GR055 BLOGKED AT 48" O.G. � ED6E5 iN/ (4) IOd NAILS FOf2 THE FIRST BAY. 2x STUD/S+-IE�R WP.LL; <br /> PLYWOOD SUB- NP.IL PER PL�aNS; S�E � <br /> 3" x 3" x I/4" SQUARE WASHERS AT ALL ANGHOR BOLTS. �LooR SHE�R Wf�LL SGHEDULE. <br /> FLOOR JOIST BOTTOM PLATE NfaILING O <br /> 7/16" 05B OR PLYWOOD SHEATHING - STAPLE SGHEDULE F'�� �'L�`u PER SGI-t�DUL� TO 2X <br /> ALLOWABLE SHEAR Vf�LUES WITH HEM �IR #2 STUDS �zIM Jo15T � � <br /> (�J I Od TO� N?.I L, <br /> JOIST TO TOP N/kILING PEFz 51-I�AR <br /> � 2" 16 6A. STAF'LES � 15 GA. STAPLES � 14 6A. STAPLES � P1-/�� `W�LL SGI-f�DUL� r � <br /> 3" O.G. - 280 #/ft. 4" O.G. - 280#/ft. 4" O.G. - 303#/ft. � � <br /> 2" O.G. - 360#/ ft. 2-I/2" O.G. - 430#/ft. 3" O.G. - 3q0#/ft. <br /> 4" O.G. AND IOd NAILS 2' O.G. - 504#/ft. � r <br /> � � 6" O.G. - 620#/ft. 2X BLOGIG <br /> 16d TOENAIL � 6" o.c. O <br /> FIELD SPAGIN6: 12" O.G. NAILS � STAPLES. � <br /> TO TOP f'L?�TES � <br /> 2X STUD/SFiEAR WALL; � � <br /> HOLDOWNS - INSTALL 51MPSON NOLDOWNS OR EQUI�/ALENT AT THE END O� SHEAR WALLS NAIL PER t=L.�aNs; 5�� � <br /> WHEN SHOWN ON DFZAWINC�S. TO ftTTAGH USE 2X OR 3X H� #2 GONSTRUGTION 6RADE5 AS SHEP.R WALL SG+-iEDUL�. <br /> SHEAR YVALL BOUNDARY ELEMENTS. HOLDOWNS ARE ONLY REQUIRED WHER� SHOWN ON PLANS. � <br /> � � <br /> O��S�T I1�lT�fi�lOi� Z <br /> � SH�.�� Y�I�.LL .. � <br /> L-I NO SGP.LE v O <br /> � .` <br /> � V <br /> L <br /> � <br /> PLYWOOD ROO� <br /> SHEATt f I NG <br /> date: os-IS-II <br /> 2X4 BLOGKING pe�•.mTt: <br /> TRUSSES PER 8d NAIL � 3" o.�. TO <br /> �1-�N 2X4 BLOGKING 1"PiVISI01'1S: <br /> 8d NAIL � 6" o.c. ��-0�-�� <br /> TO TRUSS <br /> �X6 �/-BRAGE <br /> � 8'-O" o.c. <br /> (2) 2X TOP <br /> F'LfaTE <br /> (4) I d TO AI s drawn by MWJ <br /> v-� �,�� ALL GI"'t�G�Ged �by: <br /> PL �5 <br /> 2X STUD/ SI-fEL�R 1^1f�LL <br /> p�R SGF-t�DUL� <br /> ��--4��T <br /> SH��� Y�I�LL fi��Rfi�. TO T�USS I <br /> }� � <br /> � <br /> L-I NO SG.�4LE ������U�� ��i�'�s ���4��I� <br /> � <br />
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