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8702 7TH AVE SE 2017 Plans 2022-12-05
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8702 7TH AVE SE 2017 Plans 2022-12-05
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Last modified
12/5/2022 10:29:07 AM
Creation date
6/6/2018 9:14:38 AM
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Template:
Address Document
Street Name
7TH AVE SE
Street Number
8702
Permit
B1703-005
Year
2017
Notes
ADD ONE PORTABLE CLASSROOM
Address Document Type
Plans
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;; , <br /> RIDGEBEAM 2 x 4 x 2'-8" H.F. "STANDARD" RAFTER <br /> I�'I ' TAIL ATTACHED TO SIDE OF RAFTER <br /> DOUBLE CONT. 1Yz" LVL �� ' w/ (2) 0.131" NAILS EACH END ROOF SHEATHING FASTENERS <br /> i�r I <br /> � � 4"foc EXCEPT AT VENT <br /> EXTEND ONE STUD UP ALONG ;" �, <br /> ' RIDGEBEAM AND FASTEN WITH ;' ' <br /> 2x10 BLOCKING HOLES <br /> (6) 0.131" x 3" NAILS OR EQUAL w <br /> � �2) 2y8„� VENT .::.... ...... <br /> HOLE AT EACH .:::::::::::: a::� <br /> ....... <br /> RAFTER BAY. '::::.:::: <br /> FASTEN TO ROOF � � <br /> STRAP i ' f. � � <br /> SIMPSON ST2215 OR EQUAL. RIM w/ DOUBLE 2x4 SUBFASCIA <br /> _.............. I <br /> ROW OF 0.131" x 3" � <br /> USE (7) 0.148 x 1Y2" NAILS �, <br /> EACH END OF STRAP. NAILS @ 4"oc i �i � i % 1x6 FASCIA <br /> i <br /> ROOF SHEATHING FASTENERS @ 4"oc 1Y2" x 2" FURRING =- PERFORATED SO <br /> AIR BARRIER FASTENING PER <br /> END COLUMN 2 x 4 H.F. "STANDARD" (3) 0.131" x 3" NAILS BOTTOM ROOF RIM 12�" SCHEDULE <br /> USE TRIPLE 2x6 DF #2. OUTLOOKERS � 4'-0"oc ' <br /> � H3 CLIP � EACH 2 x 4 OUTLOOKER GLUED BEARING WEDGE LAP SIDING <br /> FASTEN STUDS TOGETHER WITH ' w/ THREE 8d x 1%2" NAILS EA. WAY <br /> �1 <br /> DOUBLE ROW OF 0.131" x 3" ` 0.131 x 3" NAILS ' <br /> NAILS OR EQUAL AT 8"oc. � � PER SCHEDULE <br /> �,� � � , � � 1 x 6 FASCIA SHEATHING <br /> NAILS MAY BE ANGLED SLIGHTLY TO � <br /> PREVENT NAIL PENETRATION THRU I� �i� 2 x 4 SUBFASCIA <br /> NEXT COLUMN STUD. �� RAFTERS FLAT 2 x 4 & �/6" ` <br /> � SOFFIT FILLER ATTACHED <br /> 1yz"x2" FURRING � � <br /> ' I � I, 12'�" TO OUTLOOKERS <br /> AIR BARRIER � ��f " <br /> � 4'-�'°�� EAVE DETAIL <br /> \ 1 1/2" = 1'-0" <br /> ADD TIGHT FIT 2x6 BLOCKING — FASTENING PER SCHEDULE <br /> TO NEXT STUD AT WALL THIRD POINTS. MIN. (3) 0.131" x 3" NAILS <br /> STRAP 2 x 6 BLOCKING LAP SIDING ST2215 WITH <br /> SIMPSON ST2215 OR EQUAL AT SHEATHING JOINT 4- 10d x 1Yz" <br /> USE (7) 0.148 x 1Y2" NAILS NAILS EACH END <br /> EACH END OF STRAP. GABLE END RAFTER <br /> ���-_ _-- FASTENING PER SCHEDULE , � <br /> ��:� � I I <br /> SHEATHING i , ; ` <br /> RIM ,101ST ;i � ENDWALL TOP PLATE ' , � � <br /> 1Y2" CONT. LVL I' � I j � I � � <br /> '' I FLOOR JOIST Y2" DIAMETER BOLT � � � � � <br /> � � � � � <br /> I WITH 1%2" DIA. WASHER � � ; ' <br /> 'I � � , i ! , <br /> ADD TIGHT FIT BLOCKING UNDER � j I I I <br /> COLUMN FOR FULL BEARING. w ' I I � Y" SPAC <br /> m ; i I z ER <br /> w ; I� i <br /> . EC326-2M - END COLUMN DETAIL - DBL LVL ENDWALL ROOF OVERHANG DETAIL � ' ' � <br /> 1' = 1' 0" ���„ = 1'-0" <br /> CHORD SPLICE DETAIL � <br /> 1%" = 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 LU26 6 <br /> 1`�s _`.J 2�s i3 <br /> ; <br /> I I G h 0.131 x 3" NAILS <br /> � ; ' <br /> 2 x 10 � � � � 2 x 10 =' x 'I 2 -;_J L`�� t:� <br /> 12- 15 GA. x 2Y2" STAPLES RAFTER � � j ; � RAFTER PER SCHEDULE <br /> (6 DRIVEN EACH WAY} ' i I i Y2" SPACE, CONT. �� ,- � FASTENING PER SCHEDULE <br /> �:_,_ <br /> DOUBLE LVL � � ; ; � ; _ , ` <br /> RIDGEBEAM � ; i ':. I ' � � .- <br /> I i � i � � ; , � � <br /> � ; i � ; i : i , � <br /> ; <br /> � � I � � i �� � � � <br /> ; � INSULATION , <br /> � I, <br /> — _ ' Ii I ' � <br /> I ; ; i I � � � LAP SIDING STARTER STRIP <br /> � _ - � ; � ; i , ii � <br /> �- -i � gUILDING PAPER STAPLED <br /> LSTA24 STRAP BENT OVER � -'---_ i � ; i ii <br /> 2 INSULATION REQ'D i i � TIGHT TO RIM <br /> BRACE WITH 7- 10d x .1Y2" '---_ ! ' � I Y" SPACER � � <br /> � INSTALLED ON SITE n <br /> L� � �Ll <br /> NAILS TO BRACE AND 7- I � ONE DRY CUP PERM i i � � � SITE INSTALL <br /> 10d x 1Y2" NAILS TO BEAM. � i VAPOR BARRIER. ; � SHIPPED LOOSE SKIRTING <br /> � ' 2 x 4 D.F. BRACES � � � <br /> i ; I ; � <br /> ; i AT 8'oc • <br /> � OF EXTRA BOLTS ; o SITE WORK: <br /> IN COLUMN AREA. - ; ° 1. INSTALL RIDGEVENT WITH 1" GALV. SCREWS AT 12"oc. EACH SIDE. �I 2-10-2016 <br /> � I � 2. INSTALL INSULATION AT MARRIAGE LINE. `OOR DETAIL <br /> I I 3. INSTALL VAPOR BARRIER ACROSS MARRIAGE LINE, 2 MIL. MIN. �� � M' SH� <br /> 1�/" = 1'-0 �G o� wAs�ITl <br /> (CLOSE-UP PLASTIC SUPPLIED WITH BUILDING MAY BE USED). �� �,��� � <br /> ti �' o <br /> � <br /> RiDGEBEAM BRACING DETAIL-DBL 24" � �`f' � <br /> ,�„ _ �°-�„ <br /> R I D G E D E TA I L �o � 35006 � ww <br /> � 1%" = 1'-0" ��s IONAL E���� <br /> COPYRIGHT2016, BLAZER INDUSTRIES, INC. � MODULAR ApprovedforConst: <br /> THIS MATERIAL IS THE EXCLUSIVE PROPERTY Classroom for.� Job No. 18567 <br /> OF BLAZER INDUSTRIES, INC.AND SHALL ■■ <br /> NOT BE REPRODUCED, USED,OR DISCLOSED - 28 x 32 KC DA - Eve rett S D File Copy: <br /> TO OTHERS EXCEPT AS AUTHORIZED BY THE �� INDUSTRIES,�Nc. � � <br /> DATE REVISION BY WRITTEN PERMISSION OF BLAZER INDUSTRIES. r� `�ww.blazerind.com WA. GOLD Pacific Mobile Drawn By: JwR � <br /> �� P.O.BOX 489 ■ Aumsville,OR 97325-0489 14 BLMP-11 A3 Everett, WA Issue Date: 02/01/16 • <br />
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