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IU'k;L17,dV/I <br />- � <br />-n JUL 12 2017 <br />MARION COUNTY <br />BUILDING1 INSPECTION <br />47:1"-IT00 01gi- <br />Design & Drafting Services by <br />Elijah Kay <br />503.510.8228 <br />DOUBLE STUDS FACE NAIL 16d @ 24" OC V7y the C:egon Utility Notification Center. Those rules are set forth <br />1S TO VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION AND NOTIFY DESIGNER OF AMY DISCREPANCIES. D ;,� Gk,R 9:52 G'0!-G�`10 tl'ii'tNt'�i'+ 752 C01 0090. You may obtain <br />W DOUBLE TOP PLATES FACE NAIL 16d @ 16 OC SEPTIC TANK ' y <br />5. ALL SHOP DRAWINGS SHALL BE PREPARED AND REVIEW BY AN ENGINEER PRIOR TO FABRICATION AND ERECTION. THE <br />, ;r ' -7" Obpics of th@ rstlp9 by afiltk; this; center. (Note: the telephone num- <br />CONTINUOUS HEADER, TWO PIECES 16d @ 16 OC ALONG EA. EDGE j EV. 9,7:00' j <br />DESIGNER HAS NOT INSPECTED THE SITE. THE OWNER IS RESPONSIBLE FOR ALL SITE CONDITIONS INCLUDING BUT NOT p >+ 1ot the Oregon Utility Notification Ccreer is (503) 232-1987) <br />LIMITED TO: ORIENTATION DRAINAGE, SOIL BE _ BUILT-UP HEADER, TWO PIECES p <br />T A BEARING, WIND LOADS AND OTHER SUB SURFACE CONDITIONS. W/ 1/2" SPACER 16d @ 16" OC ALONG EA. EDGE ° <br />b. MODIFICATIONS TO PLANS: ANY MINOR OR REQUIRED CHANGES OR MODIFICATIONS TO THIS PLAN DOES NOT ; (' <br />REDUCE OR VOID THE COPYRIGHTS COVERING THIS SET OF PLANS IN ANY WAY. MODIFICATIONS TO THIS PLAN, FOR TOP PLATES, LAPS AND INTERSECTIONS FACE NAIL (2)-16d , <br />ANY REASON, SHOULD BE ATTEMPTED BY AN ARCHITECT OR ENGINEER ONLY. DESIGNER ACCEPTS NO RESPONSIBILITY CEILING JOISTS TO PLATE TOE NAIL (3)-8d �. —� D�' <br />FOR THE QUALITY AND COMPLETENESS OF ANY CHANGES ATTEMPTED. PLEASE REMEMBER THAT EVEN A SIMPLE CONTINUOUS HEADER TO STUD TOE NAIL (4)-8d 1�„ — t_ <br />26 p <br />CEILING JOISTS, LAPS OVER PARTITIONS FACE NAIL (3)-10d [% <br />p p <br />CHANGE TO ONE AREA OF THE PLAN CAN GREATLY AFFECT MANY OTHER AREAS IN THE STRUCTURE; AND ONLY A L FUTURE <br />QUALIFIED PROFESSIONAL IS EQUIPPED TO FULLY UNDERSTAND CEILING JOISTS TO PARALLEL RAFTERS FACE NAIL (3)-lOd ,� D - ~✓-`• w""'�-`-'~� ��-'� <br />Q Q RSTAND THE RAMIFICATIONS OF ANY CHANGES OR <br />RAFTER TO PLATE TOE NAIL (2)-1 bd SHOP <br />MODIFICATIONS. ...._. <br />1" BRACE TO EACH STUD AND PLATE FACE NAIL (2)-8d <br />7. INSTALLATION: ALL MATERIALS, SUPPLIES AND EQUIPMENT SHALL BE INSTALLED PER MANUFACTURERST.O.S. 98 <br />i- }� <br />E WELL S N AP BUILT-UP CORNER STUDS l Od @ 24" OC p PROPOSED <br />RECOMMENDATIONS AS A ANY APPLICABLE CODES AND REQUIREMENTS. THE DESIGNER SHALL NOT HAVE 24-t. { <br />2" PLANKS 2 -1 bd @ EA.BRG. � � � � ,,1 i WELL <br />CONTROL OR CHARGE OF AND SHALL NOT BE RESPONSIBLE FOR CONSTRUCTION MEANS METHODS TECHNIQUES,O OZ D <br />1 /2 PLYWOOD ROOF AND WALL EDGES 8d @ 6 OC <br />3/4" PLYWOOD SUBFLOOR EDGES 8d @ 6" OC b <br />`SEQUENCES OR PROCEDURES IN CONNECTION WITH THE WORK. NOR IS THE DESIGNER RESPONSIBLE FOR THE FAILURE �, , <br />SHEATHING INTERMEDIATE 8d @ 12 OC .� <br />OF ANY OF THEM TO CARRY OUT THE WORK IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. - - .. •- --��`-- <br />I <br />8. CONTRACT DOCUMENT: THESE DOCUMENTS ARE THE PROPERTY OF THE DESIGNER AND SHALL NOT BE USED USED DLO <br />WITHOUT CONSENT. UNLAWFUL REPRODUCTION IS A VIOLATION OF FEDERAL COPYRIGHT LAWS. INTERMEDIATE 8d @ 12" OC I I I I I V D <br />2x MULTIPLE JOISTS - STAGGER @ 15" OC <br />� 12 3' — p <br />W/(2) @ EA. END OR SPLICE p p <br />(3) OR FEWER 16d NAILS <br />(4) OR MORE 1/2" DIA M.B. W/ STANDARD NUT AND WASHERS 705.53' <br />SITE PLAN <br />1"=32' <br />�J <br />w <br />0 <br />� <br />m <br />Q <br />d 0 <br />o <br />o <br />w <br />w <br />z O _, <br />W LL <br />>_ <br />a <br />LLJLUJ <br />Q <br />o <br />r <br />M <br />� <br />Q H <br />Q Q a <br />O� <br />c0 <br />-w <br />%%0 <br />DC <br />(L).2 <br />W <br />J <br />w <br />W <br />W <br />W <br />41 <br />y <br />-O- <br />ul <br />_I <br />W <br />(Cf <br />W <br />o <br />O <br />z <br />V <br />O <br />poFZ <br />N <br />o^o <br />%0 <br />Q <br />ti <br />no <br />�oC\l <br />o00� <br />r- <br />N <br />DOUBLE STUDS FACE NAIL 16d @ 24" OC V7y the C:egon Utility Notification Center. Those rules are set forth <br />1S TO VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION AND NOTIFY DESIGNER OF AMY DISCREPANCIES. D ;,� Gk,R 9:52 G'0!-G�`10 tl'ii'tNt'�i'+ 752 C01 0090. You may obtain <br />W DOUBLE TOP PLATES FACE NAIL 16d @ 16 OC SEPTIC TANK ' y <br />5. ALL SHOP DRAWINGS SHALL BE PREPARED AND REVIEW BY AN ENGINEER PRIOR TO FABRICATION AND ERECTION. THE <br />, ;r ' -7" Obpics of th@ rstlp9 by afiltk; this; center. (Note: the telephone num- <br />CONTINUOUS HEADER, TWO PIECES 16d @ 16 OC ALONG EA. EDGE j EV. 9,7:00' j <br />DESIGNER HAS NOT INSPECTED THE SITE. THE OWNER IS RESPONSIBLE FOR ALL SITE CONDITIONS INCLUDING BUT NOT p >+ 1ot the Oregon Utility Notification Ccreer is (503) 232-1987) <br />LIMITED TO: ORIENTATION DRAINAGE, SOIL BE _ BUILT-UP HEADER, TWO PIECES p <br />T A BEARING, WIND LOADS AND OTHER SUB SURFACE CONDITIONS. W/ 1/2" SPACER 16d @ 16" OC ALONG EA. EDGE ° <br />b. MODIFICATIONS TO PLANS: ANY MINOR OR REQUIRED CHANGES OR MODIFICATIONS TO THIS PLAN DOES NOT ; (' <br />REDUCE OR VOID THE COPYRIGHTS COVERING THIS SET OF PLANS IN ANY WAY. MODIFICATIONS TO THIS PLAN, FOR TOP PLATES, LAPS AND INTERSECTIONS FACE NAIL (2)-16d , <br />ANY REASON, SHOULD BE ATTEMPTED BY AN ARCHITECT OR ENGINEER ONLY. DESIGNER ACCEPTS NO RESPONSIBILITY CEILING JOISTS TO PLATE TOE NAIL (3)-8d �. —� D�' <br />FOR THE QUALITY AND COMPLETENESS OF ANY CHANGES ATTEMPTED. PLEASE REMEMBER THAT EVEN A SIMPLE CONTINUOUS HEADER TO STUD TOE NAIL (4)-8d 1�„ — t_ <br />26 p <br />CEILING JOISTS, LAPS OVER PARTITIONS FACE NAIL (3)-10d [% <br />p p <br />CHANGE TO ONE AREA OF THE PLAN CAN GREATLY AFFECT MANY OTHER AREAS IN THE STRUCTURE; AND ONLY A L FUTURE <br />QUALIFIED PROFESSIONAL IS EQUIPPED TO FULLY UNDERSTAND CEILING JOISTS TO PARALLEL RAFTERS FACE NAIL (3)-lOd ,� D - ~✓-`• w""'�-`-'~� ��-'� <br />Q Q RSTAND THE RAMIFICATIONS OF ANY CHANGES OR <br />RAFTER TO PLATE TOE NAIL (2)-1 bd SHOP <br />MODIFICATIONS. ...._. <br />1" BRACE TO EACH STUD AND PLATE FACE NAIL (2)-8d <br />7. INSTALLATION: ALL MATERIALS, SUPPLIES AND EQUIPMENT SHALL BE INSTALLED PER MANUFACTURERST.O.S. 98 <br />i- }� <br />E WELL S N AP BUILT-UP CORNER STUDS l Od @ 24" OC p PROPOSED <br />RECOMMENDATIONS AS A ANY APPLICABLE CODES AND REQUIREMENTS. THE DESIGNER SHALL NOT HAVE 24-t. { <br />2" PLANKS 2 -1 bd @ EA.BRG. � � � � ,,1 i WELL <br />CONTROL OR CHARGE OF AND SHALL NOT BE RESPONSIBLE FOR CONSTRUCTION MEANS METHODS TECHNIQUES,O OZ D <br />1 /2 PLYWOOD ROOF AND WALL EDGES 8d @ 6 OC <br />3/4" PLYWOOD SUBFLOOR EDGES 8d @ 6" OC b <br />`SEQUENCES OR PROCEDURES IN CONNECTION WITH THE WORK. NOR IS THE DESIGNER RESPONSIBLE FOR THE FAILURE �, , <br />SHEATHING INTERMEDIATE 8d @ 12 OC .� <br />OF ANY OF THEM TO CARRY OUT THE WORK IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. - - .. •- --��`-- <br />I <br />8. CONTRACT DOCUMENT: THESE DOCUMENTS ARE THE PROPERTY OF THE DESIGNER AND SHALL NOT BE USED USED DLO <br />WITHOUT CONSENT. UNLAWFUL REPRODUCTION IS A VIOLATION OF FEDERAL COPYRIGHT LAWS. INTERMEDIATE 8d @ 12" OC I I I I I V D <br />2x MULTIPLE JOISTS - STAGGER @ 15" OC <br />� 12 3' — p <br />W/(2) @ EA. END OR SPLICE p p <br />(3) OR FEWER 16d NAILS <br />(4) OR MORE 1/2" DIA M.B. W/ STANDARD NUT AND WASHERS 705.53' <br />SITE PLAN <br />1"=32' <br />�J <br />LL LL LL LL LL <br />(n Ln In Ln vt <br />Ln <br />z N 00 O O O <br />00) 031 0Y1 O dZ' <br />m t `t• r+ 00 <br />J <br />w <br />� <br />m <br />Q <br />d 0 <br />o <br />o <br />U <br />z <br />w <br />w <br />z O _, <br />W LL <br />>_ <br />a <br />LLJLUJ <br />Q <br />o <br />r <br />M <br />� <br />Q H <br />Q Q a <br />O� <br />Q <br />%%0 <br />DC <br />W <br />J <br />W <br />W <br />41 <br />y <br />ul <br />W <br />W <br />o <br />O <br />z <br />V <br />O <br />N <br />o^o <br />%0 <br />Q <br />LL LL LL LL LL <br />(n Ln In Ln vt <br />Ln <br />z N 00 O O O <br />00) 031 0Y1 O dZ' <br />m t `t• r+ 00 <br />J <br />w <br />� <br />m <br />Q <br />d 0 <br />o <br />o <br />U <br />z <br />w <br />w <br />z O _, <br />W LL <br />>_ <br />a <br />LLJLUJ <br />Q <br />LL <br />UJ z a <br />Q H <br />Q Q a <br />0 <br />Q <br />DATE: <br />7/11/2017 <br />f <br />