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10200 25TH AVE SE 2018 Plans 2022-12-06
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10200 25TH AVE SE 2018 Plans 2022-12-06
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Last modified
12/6/2022 9:49:12 AM
Creation date
1/10/2020 9:47:39 AM
Metadata
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Template:
Address Document
Street Name
25TH AVE SE
Street Number
10200
Permit
B1803-028
Year
2018
Notes
ADD 1 PORTABLE CLASSROOM
Address Document Type
Plans
Imported From Microfiche
No
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�' <br /> ;j ; 2 x 4 x 2'-8" H.F. "STANDARD" RAFTER . <br /> RIDGEBEAM �� � TAIL ATTACHED TO SIDE OF RAFTER • <br /> DOUBLE CONT. 1Y2" LVL " ' w/ (2) 0.131" NAILS EACH END ROOF SHEATHING FASTENERS <br /> ,;j ; � 4"�oc EXCEPT AT VENT <br /> EXTEND ONE STUD UP ALONG ' � 2x10 BLOCKING HOLES <br /> '�' ; w/ �2) 2Y8»� VENT :..... .:.... <br /> RIDGEBEAM AND FASTEN WITH �� �� .. � <br /> (6) 0.131" x 3" NAILS OR EQUAL <br /> HOLE AT EACH .::::�:::::::: :::::::::�:::� �::�..�.�:........ <br /> ... <br /> . . <br /> RAFTER BAY. e.:..� :..� <br /> ..................... <br /> ......r r......:...:.�...:...:..�................. <br /> FASTEN TO ROOF � .I.'-�.f..�.................................. :: � i�' <br /> � t�. <br /> STRAP RIM w/ DOUBLE ; � 2x4 SUBFASCIA ; <br /> SIMPSON ST2215 OR EQUAL. ROW OF 0.131" x 3" � ' ' I � ' <br /> USE (7) 0.148 x 1Y2" NAILS � NAILS @ 4"oc i i 1x6 FASCIA � <br /> EACH END OF STRAP. 1Y2" x 2" FURRING = I I = PERFORATED SO � <br /> ROOF SHEATHING FASTENERS � 4"oc - <br /> AIR BARRIER FASTENING PER ' <br /> END COLUMN 2 x 4 H.F. "STANDARD" (3) 0.131" x 3" NAI�S BOTTOM ROOF RIM 12�" SCHEDULE <br /> USE TRIPLE 2x6 DF 2. OUTLOOKERS � 4'-0"oc H3 CLIP � EACH 2 x 4 OUTLOOKER <br /> LAP SIDING <br /> # GLUED BEARING WEDGE <br /> FASTEN STUDS TOGETHER WITH , / � w/ THREE 8d x 1%2° NAILS EA. WAY 0.131 x 3" NAILS <br /> DOUBLE ROW OF 0.131" x 3" � �� - � PER SCHEDULE <br /> NAILS OR EQUAL AT 8"oc. ' i::::::::::::::::::�::�:�:::�::::�:::::::::::::::::::::::_::::.::::.:::::::::: i ;,� 1 x 6 FASCIA SHEATHING <br /> NAILS MAY BE ANGLED SLIGHTLY TO i ,' \ji 2 x 4 SUBFASCIA <br /> I � '� ` <br /> PREVENT NAIL PENETRATION THRU FLAT 2 x 4 & �/6" <br /> NEXT COLUMN STUD. RAFTERS SOFFIT <br /> FILLER ATTACHED ,' <br /> ' 1Y2"x2" FURRING 12,�„ TO OUTLOOKERS <br /> � 4�-0°�0� EAVE DETAIL . <br /> — AIR BARRIER� j-�`= � 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 /> STRAP 2 x 6 BLOCKING LAP SIDING 4- 10d x 1Y2" <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 i <br /> �:� <br /> ENDWALL TOP PLATE SHEATHING <br /> ,, �� _ <br /> RIM JOIST I i � ' • <br /> � <br /> 1Y2" CONT. LVL '� ' � <br /> ��� ' F�oOR �OIST Y2" DIAMETER BOLT • <br /> � <br /> ; 1 WITH 1Y2" DIA. WASHER � . <br /> ADD TIGHT FIT BLOCKING UNDER � ' ' <br /> COLUMN FOR FULL BEARING. w � � � � Y2" SPACER <br /> m � <br /> . w ; <br /> c� ; <br /> o ! � <br /> EC326-2M — END COLUMN DETAIL — DBL LVL ENDWALL ROOF OVERHANG DETAIL � � <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 Ca? 4"oc WITH 0.131" x 3" NAILS � <br /> � 5��oc MAX. JOIST JOIST 10d x 1'/2" <br /> SIZE HANGER NAILS <br /> 2 x 8 LU26 6 t <br /> � _ � ��� �,��f{, �s 0.131 x 3' NAILS <br /> � ' x 1''. i.... 1`C; i i:i � ; <br /> 2 x 10 2 x 10 PER SCHEDULE <br /> 1 2— 1 5 G A. x 2 Y2" S T A P L E S RAFTER I � � RAFTER ': <br /> � + Yz" SPACE, CONT. r � � , FASTENING PER SCHEDULE �� <br /> i (6 DRIVEN EACH WAY) � � ' i' � ,4 . <br /> DOUBLE LVL ; , � . , <br /> RIDGEBEAM i ' � ; I i: _ <br /> i j , i � � � <br /> i i ( i I %( co <br /> i i ; � � INSULATION i , - <br /> ; I _ - � j �� i LAP SIDING STARTER STRIP <br /> � i _ - i � � ii <br /> ' I ; � i i BUILDING PAPER STAPLED <br /> LSTA24 STRAP BENT OVER � � -' - � ! � � � TIGHT TO RIM � <br /> � i . Y2" SPACER INSULATION REQ'D � � � <br /> BRACE WITH 7- 10d x 1Y2" -''-- � ' INSTALLED ON SITE �� �n�� <br /> NAILS TO BRACE AND 7- I � ONE DRY CUP PERM � v SITE INSTALL <br /> VAPOR BARRIER. � SHIPPED LOOSE SKIRTING <br /> 10d x 1Y2" NAILS TO BEAM. � � � � ; 4. <br /> � 2 x 4 D.F. BRACES I I ; <br /> ' AT 8'oc ' <br /> '�4 <br /> � OF EXTRA BOLTS ' ' o SITE WORK: � ' <br /> � ; <br /> IN COLUMN AREA. - � � 1. INSTALL RIDGEVENT WITH 1" GALV. SCREWS AT 12"oc. EACH S�oE. FLOOR DETAIL 2-10-2016 <br /> � ' I 2. INSTALL INSULATION AT MARRIAGE LINE. �rl. SI�f, <br /> � i 3. INSTALL VAPOR BARRIER ACROSS MARRIAGE LINE, 2 MIL. MIN. 1'/" = 1'-0" pG�F w�sF1�T��, ,� <br /> (CLOSE-UP PLASTIC SUPPLIED WITH BUILDING MAY BE USED). � ,�ti �� `�'�� <br /> P <br /> � �� � <br /> � <br /> �~ <br /> RIDGEBEAM BRACING DETAIL—DBL 24" RIDGE DETAIL �°� �f��,s°°;���° ���'� <br /> 1�/" = 1'-0" �i�„ _ �'-0�� NAt� <br /> �SS�O F�G� <br /> �;. <br /> ,s <br /> COPYRIGHT2016, BLAZER INDUSTRIES, INC. � MODULAR Classroom for. ApprovedforConst: 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■ File Copy: <br /> NOT BE REPRODUCED, USED, OR DISCLOSED �� INDUSTRIES,�Nc. <br /> TO OTHERS EXCEPT AS AUTHORIZED BY THE �� www.blazerind.com Drawn By: JWR � " <br /> DATE REVISION BY WRITTEN PERMISSION OF BLAZER INDUSTRIES. �� P.O.BOX489 ■ Aumsville,OR 97325-0489 WA. GOLD Pacific Mobile 14 BLMP-11 A3 Everett, �//� Issue�ate: 02/01/16 <br />
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