2219 PINEHURST AVE 2018 Plans 2022-11-10

AL� DIMENSI � NS AND f� OTES ARE TYPICAL. TO BOTH Uf� ITS NOTE: FOOTING SCHEDULE PROVIDE SOLID BEARING @ � .,. BOTH ENDS OF ALL BEARING , MARK SIZE H x W x D REINF. BAR BEAMS 8c GIRDER TRUSSES � . 12 6x12x12 15 7x15x15 TO THE FOUNDATION. 18 8x18x18 � 20 9x20x20 � 24 10x24x24 2 4 EA. WAY 36 12x36x36 3 4 EA: waY ANCHOR BOLT WASHERS . FOOTING NOTES 56�-0�� 3"x3" SQUARE x 1 /4" THICK � EXTERIOR PADS. TO EXTEND 18" BE�ow cRAOE ALL SHEARWALL LOCATIONS U.N.O. REMOVE ALL WOOD FORMS BEFORE BACKFILLING 9�-2" 10'-0" 17'�-8" �o'—o" 9'-2" 7'-0" 7'-0" 7'-0" 7'-0" 7'-0" 7'-o" 7,_0„ 7,_0„ FOUNDATION NOTES: " • *CONCRETE TO 5 SACK fc=2,500 PSI � 28 DAYS � � � i � � � *REINFORCING STEEL TO BE ASTM A-615 GRADE 40 OR BETTER. *SOOTINGS TO REST ON 2,000 PSF UNDISTURBED i � 4 i I � � i 4 i ' *MIN. CONCRETE COVERAGE OF STEEL TO BE: � � � � � 3" CLEAR � BOTTOM OF FOOTINGS. 1 1/2" CLEAR � OU7SIDE OF WALIS. 3/4" CLEAR � INSIDE OF WALLS. � I � i � � � *PROVIDE 1/2"x10" ANCHOR BOLTS � 48" O.C. • (WITH 2"x2'xYa" SQUARE PLATE WASHERS) 4�� CONC LAB . HO�D BOLTS >12" AND <3.5" FROM ENDS/SPLICES. OR ZXC P.T. ECK JST *ALL LUMBER IN CONTACT W/CONCRETE TO BE � � � i � � 16" O.C. W� DBL RIM � � (ADD MID PAD FRONT SPANS) � PRESSURE 7REATED. • *PROVIDE SOLID B�OCKING OVER SUPPORTS. � *INSTALL FLOOR DIAPHRAM & REMOVE ALL FORMS " & WOOD PRIOR TO BACKFILLING. � � � i � � � ' *ALL SHEARWALL FRAMING ANCHORS & HOLDOWNS TO BE INSPECTED PRIOR TO COVERING. • *ALL ROOF DRAIN DOWNSPOUTS SHA�L EMPTY INTO A 4" TIGHTLINE THAT SHALL RUN THE PERIME7ER _ _ _ I _ _ � _ _ _ � _ _ _ _ _i_ _ _ _ _ � _ _ _ _ � _ _ _ _ � _ _ _ _ OF THE FOUNDATION AND EMPTY IN AN APPROVED g: a a. . a: . . a . . a MANNER. � *FOOTINGS LOCATED INSIDE OF CRAWL SPACE WILL BE � a _ _ — _ _ a� — — — — — — — _ — — � � — — — — — — — — — — — — — . 8" BELOW GRADE. EXTERIOR FOOTING TO BE 18" I ° IY a � a � � — --� �a � — —� � � MIN. BELOW GRADE. U.N.O. I I N �� — — � � _ I � I . I. I I � _ _� � _ _ I � N I I . I L� J L� �1 l� �1 2 x 10 2 H F `�. 2 x 10 2 H F I� �J � � � �1 ', I , • CS1 = 4x8 #2 DF o � � 16 ' O.C. U.N.O. I � I J @ 16" O.C. U.N.O. � o CS2 = 4x8 2 DF � � � 'Y' - -� � �- � �� _ _� � ( # � � I ` � � 4x4 P.T. POSTS, 4x6 P.T. � I - � � � � � Ic� o � � - � • � POSTS @ BEAM CONNECTIONS I °a 4 �I I - � ' o � �7 - � � 4 I : . , - - � � i� 4 � J I ° : � X � � r d � i� � � - - I °_ I L� �J � �I � (/) <i° x \ (!) d- I` — - - � � ' � � �l �. U I ` I o� � U � � � � ( . Ia I . I � - _ _ �- _ - _ _ � - _ _ -�- I _ ° I - . (n �� � `- N (" � I" I� I axocic>�� rocic�o� I" I� I" � _ _N � � , I �n U - -� - L_s.�J I L_g�J - N U � � .` I I � L� —I I— � a�: I_ � � _l � � � � I � N � — — — — — — — — — — — — — — — — — � -- — 4 Id � � N � � II — — e' .. �� . :a� .a a _ _ I . � � - - - - - - - - - e�; . - - - - - - - - - � � a � i o � � i _ � � � � � Q z I I SB5 8x24- 2 PLACES I SB5 8x24- 2 PLACES I 4 � � I q IJ ' , I I ...r � 1 � � Q Z o o , I `r' L�L � o w � � � � ` � a � ,� � o �' I : � � o Z � � O � � � � � � °� z � � � � r%� w ¢ c•� l,J �. � I a I I` ' � O � O � I a ( ', Q I � w4m � mI` ' � _ I < o ;�-, Q o . � ,� I ��1 � � QO I I < . I � a � � �� (�� • X � co a. d- = r r� r� � J � i � � N > wow X \� zQz � ° � ( I ° J �' � z �' � : � � � QF-- � ° Q � � Qzoo � � � � `° . � � � � WE— Z „� � ° � 6a �� o � � � � � � Q � Q � � � � 4" CONCRETE SLAB � 4" CONCRETE SLAB " z � U = I FILL AND TAMP I �e z �` FILL AND TAMP j I z - °� m m z : � I �' ( 4 Z � � � SLOPE TO DOORS i� � � SLOPE TO DOORS � � � � � J� � 4 I ' I . - - � � � � � o I I I I� � � � � ooa � —I _ _ e . O a I°. � co U (n .-� � I < p� �� a� ( � 1 �� ° � , � Z � � ( a � � � � � � I � I �� I Ie � aI . `r' BUCKOUT I � I 9� I I BUCKOUT `� � I I � � FOR FURNACE � FOR FURNACE � I . I 24 � VERIFY SIZE I I ( � I I VERIFY SIZE 24 � I - - & LOCATION & LOCATION — _ _ I �� aa � � � I I I � I I � � � I ° � I I �e ICONTINUOUS FTG/ THICKEN SLAB � EDGE� d��a ICONTINUOUS FTG/ THICKEN SLAB � EDGE� a � � a I I < . : a .. , � . II i� � —� a — — — — — — — —�— — — — — — �— � `n I I ' a PROVIDE VENTILATION PER I r— � SUPPORT INSUL I _ � SEC. R408.2 - INSTALL 24 � I I � � SH EAR WA�L SCH ED U LE I = � 0 COMPREssION I I ' � ONE 6"x14�� (MIN) VENT �� _ _ � � � � WITHIN 3 OF EA CORNER P1 —3 15/32" OSB W/ 8d � 3" O.C. EDGES I a �---N — — —I— — — — — — —� � L— — — J — — — — — � N —� a 2x BOUNDARY MEMBERS 12" O.C. FIELD ° g ;. �. 5/8" A.B.'s � 48" O.0 LTP5 @12" O.C. - - - - - - — - - - � - - - - - - - - BLOCK ALL WALL PLYWOOD EDGES 4" CONC SLAB � , SB5 8x24 „ „ 0 2)PLAC S » ' (2)PLACES o � ANCHOR BOLT INFURMATION P1 -6 15/32 OSB W/ 8d C� 6 O.C. EDGES � � �16 O.C. W/DBL RIM � I *** CHECK SHEARWALL NOTES FOR CHANGES *** 2x BOUNDARY MEMBERS 12" O.C. FIELD �- (ADD MID PAD FRONT SPANS) ��v��.t� �� '�� * PER I.R.C. R403.1.6 5/8" A.B.'s C� 48" O.0 LTP5 � 24" O.C. 4 � � � � � � 4 � � � � *1/2" DIA A.B. PER DETAIL PAGE. �� i� � ��1�9�� ' BLOCK ALL WALL PLYWOOD EDGES �� ("i ��d,�� * EMBED MIN 7". NOT MORE THAN 6' APART, . � FLOOR: 3/4" CDX W/10d @ 6" O.C. EDGE 12" FIELD �� ,� �� * (2) A B. P RT PRECE MEN ENGINEERING) y ROOF: 7/16" OSB W/8d � 6" O.C. EDGE 12" FIELD � � * ONE BOLT LUCATED NOT MORE THAN 12" OR LESS WOOD NAILS/ BOLT ' THAN (7) BULT DIA'S FROM EACH END PIECE MEMBERS BOLTS EMBED * 2"x2"x3/16" PLATE WASHERS EACH BOLT � STRAPS � ' * 3"x3"x1/4" PLATE WASHER EACH BOLT @ SHEARWALLS " MST48 (2)2x 34-16d ' HOLDOWNS 8 -3 8 -3 8 -3 8 -3 HDU2 (2)2x SB5/8x24 18" �'-p" 1'-0" 9'-3" 2'-+6" 9'-3" 1'-0" 7'-0" . '. 16'-6" 23'-0" 16'-6" 56'-0" � �� lJ ld 1J.E-�. ! 1�1V �L.L-�1V SCALE: 1 /4"=1 '-0" � REMOVE ALL WOOD FORMS PRIOR TO BACKFILLING � , .�� J zQ . c�o �� PROVIDE SOLID CONCRETE CONNECTION ��`� �� o�� . BETWEEN BOTTOM OF POST � FTG ��` �� _`�� ' � W Q� " WA�ERI�ROMHCOLLECTNGUE�TORAWLVSPACES ALL ANCH RSSAND SHEARWALLS PAD WITH EITHER A 6"x6" (7"4�) PLINTH i ' � w��co OR WHEN POURING THE SLAB TYPICAL AND FROM LEAKING ONTO BASEMENT FLOORS MUS7 BE INSPECTED BEFORE COVERING CONC PLINTH SHOULD BE A MIN 6" ABV GRADE �� i��°� Uw�� „ '� z �� NOTE: � Q�z� � • SHEARWALL A.B.'s AND HOLDDOWNS L�o MUST BE INSTALLED PER � SW SCHEDULE. VERIFY LOCATIONS � � � � � 0 �� ��1�� P��11�1�' ��