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, � _�, <br /> ,{i. ".;�' . <br /> EPDXY HOLDOWN SCHEDULE POST PER <br /> *FOR EPDXY INSTALLATIONS INTO EXISTING CONCRETE PLAN/SCHEDULE HOLDOWN PER � � <br /> 2 2x MIN) PLAN (HDQ8 � � <br /> MODEL ANCHOR FASTENERS TO EMBEDMENT MIN. EDGE � - � � <br /> G I N � ti <br /> BOLT POST LENGTH DISTANCE '�� � <br /> ALL—THREAD ROD, DIAMETER <br /> HDU4—SDS2.5 �" � ATR (10) Y4" x 2 �" SDS 12 �" 13/4" WEB STIFFENER INSTALLED SNUG AND EMBEDMENT PER <br /> SCREW� FOR I—JOISTS. NO STIFFENERS SCHEDULE C� <br /> REQ'D FOR SOLID SAWN. PLACE BOTTOM F LATE PER � <br /> HOLDOWN NOTES 2x6 SQUASH �LOCK EA SIDE OF SHEARWALL SCHEDULE � CO <br /> 1 . ALL—THREAD BOLTS SHALL CONFO�M TO ASTM A307. JOIST. WHERE HD DOES NOT � <br /> ee RIM JOIST OR BLOCKING •� o <br /> � LINE UP OVER JOIST, USE PER PLAN. U � <br /> 2. MINIMUM CONCRETE COMPRESSIVE STRENGTH f c = 2500 PSI. MINIMUM WALL SQUASH BLOCK EQUAL TO WIDTH PRESSURE TREATED SILL PLATE � N <br /> THICKNESS IS 8". OF HD POST ABOVE (4x MIN). PER SHEARWALL SCHEDULE. <br /> � N <br /> � � <br /> 3. ALL HOLDOWNS REQUIRE A (2) 2x POST UNLESS NOTED OTHERWISE. WHERE STEM WALL AND <br /> Q W r' .. <br /> HOLDOWNS ARE INSTALLED INTO THE WIDE FACE OF THE STUD, STUDS MUST BE �--- ,.a , � � Q . � . . . . FOOTING PER PLAN. Q N xQ o <br /> STITCH NAILED TOGETHER w/ 16d SINKERS STAGGERED � 4" o/c. EMBEDMENT . � a :� . 4 .° � ° � �a � � � � � � <br /> LEN GTH a . � •. � � Y Q � <br /> 4. M I N I M U M E D G E D I S T A N C E I S F O R F O R M E D C O N C R E T E E X P O S E D T O W E A T H E R O R a � .a .� . �. a ' . �° � � �C!? � � � <br /> SOIL. FOR CONCRETE CAST AGRINST SOIL PROVIDE 3" CLEAR TO ANCHOR BOLT. ��� a.a . . � a°•� a � '� 4� � �� � <br /> . � � � N � <br /> 5. NAILS/SCREWS TO HOLDOWN POST SHALL BE PER MANUFACTURER'S � — o W °�'� 3 <br /> . SPECIFICATIONS. � `� � <br /> � �i <br /> 6. WHETO�PROCEO�NDGION BECOME LESS THAN MINIMUM SHOWN, CONTACT ENGINEER H O �D OWN I N STA��ATI ON I N TO EXI STI N G FOU �l D ATI ON -� � <br /> PRIOR <br /> 1 � z <br /> 7. ALL HOLDOWN BOLTS MUST BE RE—TIGHTENED JUST PRIOR TO ENCLOSING SECOND � <br /> 0 <br /> SIDE OF WALL. � � <br /> > > SEE ARCH. DWG FOR � <br /> 8. HOLDOWNS MAY BE ATTACHED TO EXISTING CONCRETE USING SIMPSON SET—XP SCREENED VENT 16d NA1LS � 8" o.c. <br /> HIGH STRENGTH EPDXY. SIZE AND EMBED PER CHART. ICBO REPORT N0. ER-5279. REQUIREMENTS DIAPHRAGM EDGE NAILING <br /> DRILL ANCHOR BOLT HOLES Y$" LARGER THAN ANCHOR BOLT DIAMETER. <br /> NAIL ROOF SHEATHING TO F�ooR sHEA�iNc <br /> TOP CHORD w/ 8d C� 6" 0 C 2x BLOCKING OR RIM <br /> . JOIST)t�2�16d NAILS Z � <br /> . o0 <br /> . _ (2) #4 BARS AT 0 � N <br /> 2x FLAT @ GABLE SHE�,THING TO MATCH � <br /> � <br /> IF SHEATHING IS NOT f SHEARWALL. NAIL TO U O � <br /> BROKEN ON TOP PLATE, GABLE PER SCHEDULE. � SILL PLATE AND ANCHOR BOLTS Z <br /> USE A35 � 12�� O�C _ PER SHEARWALL��SCHEDULE, MIN � Q <br /> BREAK SHEATHING ON .-- — 2x PLATE w/ � D ANCHOR � {f) � <br /> � T O P P L A T E O N L Y � D�$ • BOLTS � 48" o/c � <br /> LATERAL BRACING IS � FOUNDA�ON PER PLAN � U .. <br /> SHEARWALL PER PLAN � Z � <br /> REQUIRED AT ALL GABLE . � 0 � � <br /> END TRUSSES AND IS TO <br /> BE DETAILED BY TRUSS U W <br /> MANUFACTURER F�LOOR �OU N DATI ON CON N ECTI ��1 �-- � <br /> 3 JOISTS PERPENDICULAR N � W <br /> C� � � <br /> GABLE EN D SH EARWA�L CON �1 E�TI ON W <br /> / 16d NAILS C� 8" 0/C <br /> � 2 <br /> 8d � 6�� O�C �MIN� 2 BAYS BLOCKING � 48" 0/C <br /> MONO TRUSS AND CONN PER 3-10d EA. BLOCK <br /> PLAN <br /> FLOOR SHEATHING <br /> SHEARWALL BOTTOM DIAPHRAGM EDGE NAILING <br /> BLOCK ROOF WHEN PLATE AND <br /> REQ'D PER PLAN CONNECTION PER <br /> SHEARWALL SCHEDULE (2) #4 BARS AT <br /> CONNECTION PER PER SHEARWA D SCHEDULE�MIN <br /> '�TRUSS/WALL , . 2x !'LATE w/ �" � ANCHOR <br /> DETAIL" � BOLTS � 48 o/c Drawn By: CHRIS <br /> .-- — 1'-6" MIN. Checked By: CHRIS <br /> � Date: 03-15-17 <br /> � — . <br /> TRUSS HANGER PER 00 SDA JOB N0. <br /> WALL PER PLAN MANUFACTURER FRAMING PER PLAN � • FOUNDATION PER PLAN � � � � <br /> � STRUCTURAL <br /> - �LOOR FOU N Q ATI ON CON �1 ECTI ON NOTES <br /> O�FSET SH EARWAL� R00� CON N ECTI ON 5 JOISTS PARALLEL S — q-- � � <br /> 4 SCALE: 3/4"=1'-0" <br />