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r '—_ . , <br /> ,� . <br /> � . <br /> � . <br /> 2 x 4 x 2'-8" H.F. "STANDARD" RAFTER <br /> ;I ; TAIL ATTACHED TO SIDE OF RAFTER <br /> RIDGEBEAM �; � w/ (2) 0.131" NAILS EACH END • , <br /> DOUBLE CONT. 1Y2" LVL ROOF SHEATHING FASTENERS <br /> ,;; C� 4"�oc EXCEPT AT VENT <br /> �� � HOLES <br /> EXTEND ONE STUD UP ALONG '� 2x10 BLOCKWG <br /> :. <br /> ;� �..::�::..:.�:�:�:: .... � <br /> RIDGEBEAM AND FASTEN WITH �:i �- w/ (2) 2Ya"� VENT ::::.::::::: <br /> HOLE AT EACH :...:.�:..:...:. ::.::��:�::::::: :�:�:�:...�........ <br /> (6) 0.131" x 3' NAILS OR EQUAL <br /> ........ . ................... <br /> RAFTER BAY. .. .. . . .. .. . <br /> � FASTEN TO ROOF .�`ra::�::::::�::::::�:�::::�:�:�:::::�::�:�:::::�::�::::\ � <br /> STRAP " RIM w/ DOUBLE i � � i � j 2x4 SUBFASCIA �: <br /> SIMPSON ST2215 OR EQUAL. ROW OF 0.131 x 3 � <br /> USE (7) 0.148 x 1Y2" NAILS NAILS C� 4"oc i �i i ' 1x6 FASCIA <br /> EACH END OF STRAP. __'_ � PERFORATED SG � <br /> 1Y2" x 2" FURRING ___ <br /> ROOF SHEATHING FASTENERS � 4"oc AIR BARRIER FASTENING PER . <br /> 2 x 4 H.F. "STANDARD" (3) 0.131" x 3" NAILS BOTTOM ROOF RIM 12�" SCHEDULE • , <br /> END COLUMN OUTLOOKERS Q 4'-0"oc LAP SIDWG � <br /> USE TRIPLE 2x6 DF #2 H3 CLIP @ EACH 2 x 4 OUTLOOKER GLUED BEARING WEDGE <br /> FASTEN STUDS TOGETHER WITH �f w/ THREE 8d x 1Y2'� NAILS EA. WAY 0.131 x 3" NAILS ' <br /> DOUBLE ROW OF 0.131" x 3" �� � '}� ��� � ������` 1 x 6 FASCIA PER SCHEDULE SHEATHWG <br /> NAILS OR EQUAL AT 8"oc. i i .�... .�....�..::.....:.�..�..�....�.... �; — <br /> ........................................................ <br /> ................................................................. <br /> � NAILS MAY BE ANGLED SLIGHTLY TO '' i ��I� 2 x 4 SUBFASCIA <br /> PREVENT NAIL PENETRATION THRU � FLAT 2 x 4 & �/s" <br /> RAFTERS <br /> NEXT COLUMN STUD. � � SOFFIT FILLER ATTACHED <br /> ' 1Y2"x2" FURRING � �2�„ TO OUTLOOKERS EAVE D ETAI L <br /> C� 4 Ooc . <br /> AIR BARRIER� �„_ 1 1/2" = 1'-0" <br /> — FASTENING PER SCHEDULE <br /> ADD TIGHT FIT 2x6 BLOCKING MIN. (3) 0.131" x 3" NAILS � ' <br /> TO NEXT STUD AT WALL THIRD POINTS. <br /> ST2215 WITH <br /> 2 x 6 BLOCKING LAP SIDWG 4- 10d x 1Y2" ; <br /> STRAP <br /> SIMPSON ST2215 OR EQUAL AT SHEATHING JOINT NAILS EACH END <br /> USE (7) 0.148 x 1Y2" NAILS GABLE END RAFTER <br /> ' EACH END OF STRAP. , FASTENING PER SCHEDULE � ; <br /> �� <br /> SHEATHING � <br /> ,, ENDWALL TOP PLATE �� � ; o0 <br /> RIM JOIST '� ' � � <br /> 1Y2' CONT. LVL i I I i <br /> � :� � Y2" DIAMETER BOLT ! , � I <br /> ;I ; ' FLOOR JOIST � <br /> ,,I il ' WITH 1Y2" DIA. WASHER � <br /> i <br /> � i , <br /> ADD TIGHT FIT BLOCKING UNDER ' <br /> COLUMN FOR FULL BEAR�NG. � ' ' Y2" SPACER <br /> m ! j � � <br /> w i � � <br /> o � i i ! � <br /> � ' <br /> EC326-2M — END COLUMN DETAIL — DBL LVL ENDWALL ROOF OVERHANG DETAIL <br /> � ,» — ��—o» - ����� _ ��—o�° CHORD SPLICE DETAIL <br /> 1�/2" = 1'-0" SIMILAR AT FLOOR <br /> FASTEN SHEATHING TO VENT FASTEN 2 x 2 x 20" VENT <br /> BLOCKS WITH ROOF SHEATHING BLOCKS 24"oc. TO RIDGEBEAM <br /> FASTENERS � 4"oc WITH 0.131" x 3" NAILS , <br /> @ 5"oc MAX. JOIST JOIST 10d x 1�/" • <br /> SIZE HANGER NAILS . <br /> 2 x 8 LU 26 6 <br /> � � j, l�� _:)%:�? �; > <br /> 0.131 x 3 NAILS <br /> � � ' � '? 12 ��_;>':�� �iv PER SCHEDULE <br /> � <br /> 2 x 10 i I i � 2 x 10 <br /> 12- 15 GA. x 2Y2" STAPLES RAFTER j � � RAFTER <br /> � i � Y2" SPACE, CONT. � FASTENING PER SCHEDULE <br /> (6 DRIVEN EACH WAY) � � � � <br /> DOUBLE LVL � � ! ' � <br /> � <br /> RIDGEBEAM ; � � I ` ( `�' o <br /> i � � I � � <br /> i ' � I INSULATION � <br /> j _ � ; ; j ! � i LAP SIDING STARTER STRIP ' • <br /> '>; <br /> ' � j � ' � i i BUILDING PAPER STAPLED � <br /> ; � - ; , <br /> ; ___ _ ! . � i i � T I G H T T O R I M <br /> LSTA24 STRAP BENT OVER -' � ' ' I Y2" SPACER INSULATION REQ'D � n � � <br /> � ____ � i ! INSTALLED ON SITE ���� �� SITE INSTALL <br /> BRACE WITH 7- 10d x 1Y2 ! ' -' ONE DRY CUP PERM � <br /> NAILS TO BRACE AND 7- � ' VAPOR BARRIER. j ; ; i � SHIPPED LOOSE SKIRTING <br /> 10d x 1Y2" NAILS TO BEAM. � � � � � <br /> 2 x 4 D.F. BRACES � � � � <br /> i AT 8'oc <br /> � OF EXTRA BOLTS � o SITE WORK: fFLOOR DETAIL 2-10-2016 � <br /> IN COLUMN AREA. - � 1. INSTALL RIDGEVENT WITH 1 GALV. SCREWS AT 12"oc. EACH SIDE. . <br /> �A.. S H� <br /> � 2. WSTALL INSULATION AT MARRIAGE LINE. 1�" = 1'-0" G�"F WAs� �l <br /> 3. INSTALL VAPOR BARRIER ACROSS MARRIAGE LINE, 2 MIL. MIN. ���o ; t�,��� <br /> (CLOSE-UP PLASTIC SUPPLIED WITH BUILDING MAY BE USED). ' � � , <br /> � � � <br /> . � <br /> �r <br /> � � 11 � ���'�>�`��.�ST�ER������� � <br /> � � RIDGEBEAM BRACING DETAIL—DBL 24 RIDGE DETAIL Ss��NAL �� <br /> - ���„ _ �'-0" - 1�/>, = 1'-0° <br /> COPYRIGHT 2016, BLAZER INDUSTRIES, INC. � MODU LAR Classroom for.� Approved for Const: Job No. 18567 ' <br /> THIS MATERIAL IS THE EXCLUSIVE PROPERTY <br /> OF BLAZER INDUSTRIES, INC.AND SHALL �� 28 X 32 KC DA - Eve rett S�D■ Fi1e Copy: <br /> NOT BE REPRODUCED, USED,OR DISCLOSED �� INDUSTRIES,INC. Drawn By: JwR � <br /> TO OTHERS EXCEPT AS AUTHORIZED BY THE <br /> DATE REVISION BY WRITTEN PERMISSION OF BLAZER INDUSTRIES. �� p.0.BOX489 ■ Aumsville OR 97325-0489 WA. GOLD Pacific Mobile 14 BLMP-11 A3 Everett, Wl� Issue Date: 02/01/16 • <br />