Laserfiche WebLink
���'�" <br /> � � . . � � .i . . . ,����y f P D <br /> . . . . � � . i � . . . . . . <br /> IAmerican Property Development,Inc. <br /> 110 110th Avenue NE suite 550 <br /> i <br /> Bellevue,WA 98004 <br /> , <br /> , <br /> � <br /> BEAM/TRUSS PER PLAN (GONSULTANT'SLOGOANDADDRESS) <br /> SEE COIL STRAP TABLE 4"MIN SEE COIL STRAP TABLE � � <br /> , ._� , � <br /> FOR CS16/CMSTCI6 SPECS END FOR CSI6JCMSTCI6 SPECS �� ���� �� ' <br /> DBL TOP PLATES EQ MSTC STRAP DIST EQ MSTC STRAP <br /> 201 N. Maple Grove Ste. 100 <br /> ' BOISE IDAHO 83704 <br /> Phone (208)342-7168 <br /> BEAM PER PLA {DB� 1 3!4"OR 3 1/2"WIDE E'N' LE JOB#154191.00 <br /> AT STRAPS O ER 1 1/2"WIDE,CONNECT ALLSTRUCTURALDETAI�USE�ONTHIS <br /> STRAP PER PLANARECOPYRIGHT(C) OFLOCHSA <br /> DBL MEM ERS w/16d @ 4"O.C.) PLAN ENGINEERINGOFIDAHO�fHERE-USEOf <br /> ANY DETAILS AND CONCEPTS IS NOT <br /> E.N.(EA FRAMING ACOFLOCHSAENGINE RNGOF DAHOENT <br /> FULL DEPTH BLKG(JOIST SHOWN, SCL MEMBER AT DBL <br /> 3"MAX OFFSET MEMBER CONDITION) <br /> MAY BE USED)FULL LENGTH OF STRAP FLOOR FRAMING PER PLAN <br /> ALT BEAM E.N.SHTG TO BLKG (DBL 1 3/4"OR 3 1/2"WIDE MEMBER AT FLOOR SHTG PER (DBL MEMBER AT DBL CS16) P M� H FN <br /> LOCATION�� (EA BLOCK AT DBL� STRAPS OVER 1 1/2"WIDE, CONNECT <br /> BLOCK CONDITION) DBL MEMBERS w/16d 4"O.C. SN.1,SECTION 1.5 P �� oF ASH��c <br /> POST PER PLAN O ,�P , cP <br /> RIM BOARD PER SN.1, <br /> � — — — — — — — — — — FLOOR FRAMING FLOOR SHTG SECTION 1.5 UNO 5 <br /> PER PLAN PER SN.1, — ---- �� <br /> V ' SEE COIL STRAP TABLE i � � � <br /> FLUSH BEAM TO TOP PLATE/DROPPED BEAM sECTiory 1.5 �I FOR CS16 SPECs `�, <br /> _.__. ---- --- -- --- - ----- ------- 4"M I N END D I ST <br /> �� 4"MIN SEE COIL STRAP TABLE � ��i ��'�0 3��� � <br /> SEE COIL STRAP TABLE END DIST FOR CS16/CMSTCI6 SPECS __ _�_ � I PER PL AN �,�Fs RA EN �G``'`� <br /> WHERE EQ MSTC STRAP <br /> NOTES: FOR CS16/CMSTCI6 SPEC'S °� ' ' 1 S i o N n� E�' <br /> 1. OFFSET IS MEASURED BETWEEN FRAMING MEMBER CENTERLINES EQ @ MSTC STRAP OCCURS I '� 03-29-� <br /> 2. WHERE BEAM BREAKS TOP PLATES, BEAM MUST HAVE FULL _ ; EXP.01/07/202 <br /> , <br /> BEARING ON POST BELOW. SEE DETAIL F/SN.2 TOP <br /> TRAP ER PLAN FILL � <br /> S P <br /> � SEE COIL STRAP TABLE <br /> STRAP PER PLAN EVERY OTHER PAIR OF PLATES FOR CS16 SPECS I <br /> NAIL HOLES TO BLKG COPYRIGHT c�zoii, a��Ri�Hrs RESERVEo <br /> SEE COIL STRAP � — — — —�I� SUBMITTAUREVISIONS <br /> BEAM PER PLAN DBL 1 3/4"OR 3 1/2"WIDE �ENGTH PER PLAN TABLE FOR STRAP MIN NOLL S�TRG BTABSCL oi T L__�,_:I__ y, I u DATE �EscRiPrioN <br /> � ALT STRAP CS16lCMST16 SPECS LENGTH TO: <br /> AT STRAPS OVER 1 1/2"WIDE,CONNECT LOCATION � � g �,2 ,, �_ 1 3/28/2018 ADDENDA#1 <br /> STU DI P O ST O F F S ET / DBL MEMBERS w/16d @ 4"o.c.a BLKG TO TOP PLATE Cs16 (13)sd 16" 32" 32" ALT BEAM LOCATION <br /> - I ' CMSTCI6 (28)16d 25" 50" 50" <br /> NOT TO SCALE COIL STRAP TABLE 1. FILL EVERY OTHER PAIR OF NAIL HOLES,MIN FLOOR FRAM ING TO TOP <br /> LENGTH TO: 2. MANUFACTURE JOISTS ONLY,USE DF/GLB PLATE/DROPPED BEAM <br /> DROPPED BEAM TO TOP PLATE STRAP MIN NAILS DF/GLB SCL' JOIST'z COLUMN FOR SOLID SAWN/FABRICATED <br /> , CS16 (13)8d 16" 32" 32" TRUSSES. <br /> CnnsTC16 (2s)16d 25" 50° 50° SEE COIL STRAP TABLE SEE COIL STRAP TABLE <br /> COIL STRAP TABLE 1. FiLL EVERY OTHER PAIR OF NAIL HOLES,MW FOR CS16 SPECS 4"MIN FOR CS16 SPECS <br /> LENGTH TO: 4"END DISTANCE TO 1ST NAIL. END <br /> STRAP MIN NAILS DF/GLB SCL� JOIST�z 2. MANUFACTURED JOISTS ONLY,USE DF/GLB DIST <br /> COWMN FOR SOLID SAWN/FABRICATED <br /> ' CS16 (13)8d 16" 32" 32" TRUSSES. <br /> � CMSTCI6 (28)16d 25" 50" 50" <br /> � <br /> 1. FILL EVERY OTHER PAIR OF NAIL HOLES,MIN -- --�—_'-� <br /> 4"END DISTANCE TO 1ST NAIL <br /> 2. MANUFACTURED JOISTS ONLY,USE DF/GLB ' '� !• � ~ <br /> COWMN FOR SOLID SAWN/FABRICATED ,' WEB STIFFENER PER i HANGER ' <br /> TRussEs. 2 MFR WHERE TOP I,' 1 ( PER PLAN ? <br /> FLANGE OF JOIST—�• ' ' <br /> NOT SUPPORTED ! � � , <br /> BEAM PER -- -- . �� ` , . ------ -- — ----- <br /> SEE COIL STRAP TABLE 4"MIN 4"MIN SEE COIL STRAP TABLE PLAN '------- � <br /> FOR CS16/CMSTCI6 SPEC'S END END FOR CS16/CMSTCI6 SPECS �' <br /> ALT BEAM LOCATION <br /> EQ @ MSTC STRAP DIST DIST EQ @ MSTC STRAP ALT BEAM LOCATION <br /> SHEARWALL � LENGTH PER PLAN SEE COIL STRAP BEAM PER <br /> WHERE OCCURS 16d @ 12"O.C. UNO STRAP PER TABLE FOR <br /> PLAN FLOOR FRAMING <br /> E.N.�II � FLOOR SHTG PLAN CS16/CMSTCI6 SPECS DEEP RCTHAON FOLOOR FR MHNG PER PLAN <br /> II 4"MIN END DIST <br /> E.N. WHERE OCCURS <br /> --- --- - —- -- - - ALT w/ BLKG TO DROPPED BEAM <br /> BEAM PER PLAN(DBL 1 3/4"OR 3 BEAM PER PLAN(DBL 1 3/4"OR 3 }� <br /> / �i2°WIDE AT STRAPS OVER 1 1/2° � � v2°WIDEAT STRAPS OVER 1 1/2° FLOOR FRAMING TO FLOOR FRAMING/FLUSH BEAM � <br /> , r WIDE,CONNECT DBL MEMBERS w/ � � WIDE,CONNECT DBL MEMBERS w/ <br /> 16d @ 4"O.C.) ' � � ' 16d @ 4"O.C.) , � <br /> �� - - - - - - - - - - - - - - - - <br /> '4� ��ALT STRAP ' � � � <br /> LOCATION }� � <br /> � +J <br /> �� 1� LOCATION OF BEAM � <br /> —y WHEN DEEPER THAN ' <br /> BEAM PER PLAN JOIST PER PLAN FLOOR FRAMING ' � � '� <br /> LOCATION OF BEAM HANGER PER PLAN FLUSH BEAM TO FLUSH BEAM � <br /> � � N <br /> WHEN DEEPER THAN � <br /> FLOOR JOISTS \ <br /> ^ i <br /> � <br /> PERPENDICULAR JOISTS ; � CC� N <br /> ' � �- > <br /> -,�,--� ' -� Q W <br /> �i I E.N. STRAP TO BEAM STRAP TO FULL DEPTH BLOCKING STRAP TO FLOOR FRAMING � <br /> 2 - 3 4 ° <br /> � <br /> NOT TO SCALE NOT TO SCALE NOT TO SCALE M <br /> _ w <br /> W <br /> � <br /> � <br /> i F=- <br /> � <br /> ! U <br /> ' W <br /> . . . i . . � . . � <br /> � . � . . . . . . . . . . . . . . . � . � <br /> � � <br /> N i a <br /> iri BEAM PER PLAN JOIST PER PLAN i <br /> � � <br /> � <br /> o PARALLEL JOISTS ; <br /> N � <br /> I <br /> MN i <br /> � . . . . . . . ' . . <br /> i <br /> � . . . . . . . i . <br /> o �I I E.N. <br /> 0 2x FULL WIDTH NAILER w/ 1/2 DIA. <br /> � T.W.S.@ 32"O.C.STAGGERED. � <br /> o EMBED NUT IN NAILER OR ROUTE � (^ � <br /> � SHTG AS REQ'D TO AVOID CONFLICT. ~ 7� <br /> m Z L <br /> 3 BM GAGEy� SHEATHING PER PLAN W � <br /> � 1 1 � — <br /> o (�j � � <br /> m po Q W <br /> � FLOOR JOIST PER PLAN Z � � <br /> w HANGER PER PLAN � <br /> � JOIST PER PLAN f" � � <br /> y BEAM PER PLAN STEEL BEAM PER PLAN � <br /> � Q � <br /> � PERP/PARA JOISTS siMPsory wP sERiEs � U <br /> i j JOIST HANGER � O � <br /> � <br /> Z O I..L <br /> � JOIST PER PLAN � � � <br /> � <br /> L <br /> O F- <br /> � F <br /> Q H <br /> ! W <br /> � � . � . � . � . . � � i � . . . . W <br /> � ��. . . . . � . . � � � <br /> � <br /> G �. . . . . j . . <br /> m . . I DRAWN BY <br /> � �,' . . . . . � � � . . � <br /> � �. . . . . . I . . <br /> U i <br /> SHEET NUMBER <br /> � <br /> � <br /> � S5 . 34 <br /> �, FLOOR FRAMING AT FLUSH BEAM NAILER DETAIL <br /> � NOT TO SCALE � ' SCALE: 1" = 1'-0" 6 <br /> m <br />