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<br /> ADD'L EDGE NAILING FOR ALL AP D
<br /> ' HOLDOWN POSTS PER 11
<br /> ay� American Property Development,Inc.
<br /> PREFABRICATED 110 110th Avenue NE suite 550
<br /> (2)-2x TOP PLATE ------- WOOD JOISTS - Bellevue,WA 98004
<br /> PWMBING PIPE AT ROOF PLATE LINE � �
<br /> TOP PLATE PER ,
<br /> TYPICAL DETAIL INTERIOR SIDE POST, � ,
<br /> M M PER PLAN AND SHEET
<br /> ' _ I I _ I S4.12 ', (CONSULTANTS LOGO AND ADDRESS)
<br /> FLAT BLOCKWG IN ATS % a, �����<�� =
<br /> CAVITY,TYPICAL AT % � � ���
<br /> PANEL EDGES � DBL 2x6 WITH
<br /> DOUBLE STUD � � � � END OF WALL POST, �� SIMPSON
<br /> ��� '"� � FACEMOUNT
<br /> AT SPLICE PER PLAN AND SHEET .r��i; ', 201 N. Ma le Grove Ste. 100 :
<br /> SIMPSON CS16 STRAP WOOD STUD � �� �� P
<br /> 16d NAILS AT 12" I I xf � , HANGER WITH
<br /> (DOUBLE STRAP WHERE WALL I S4.12 � �,' BOISE IDAHO 83704
<br /> WEB FILLER
<br /> NOTED ON PLANS) �'�� I � I � SIMPSON ATS �� '�� ' ' Phone (208)342-7168
<br /> WOOD LEDGER � � � � �� � � /� �� �,��j �
<br /> � HOLDOWN SYSTEM j j ,,�,� , ;� LE JOB# 154191.00
<br /> ALL STRUCTURAL�ETAI USED ON THIS
<br /> SEE SHEET S4.12 FOR ;� x9"' i %� �� � f- PLANARECOPYRIGHT C OFLOCHSA
<br /> 2x6 STUDS, (TYP) I l I � MORE INFORMATION � "i/ � �
<br /> % /r k �'�{' �,, � � ENGWEERING OF IDAHO�E RE-USE OF
<br /> V � � WALL FRAMING PER �� x f��,k: ,� i/� � O O ANYDETAILSANDCONCEPTSISNOT
<br /> � I - - ACCEPTABLE WITHOUT WRITTEN CONSENT
<br /> � i i � 2x6 STUDS W/ � PLAN �j� �>; - w w
<br /> � I �• D � � � � � �� /// +/ i/ � � � J OF LOCHSA ENGINEERINCi OP I�AHO.
<br /> , � . � i � NOTCH/HOLE � ^ PLAN 4th, 5th,6th OR 7th i/, �,, ,�!�; ? �
<br /> i i i i i � � ��
<br /> iT _ _ J � FLOOR PLATE LINE � �
<br /> 2x6 STUD TURNED � i i � SILL PLATE FOR ' % r�`x �� �; � � o
<br /> 90°-STRONG AXIS � _ _ � I � SHEARWALL ��/ �'��=�f,��/j '�� P M ��N
<br /> TO EXISTING STUD � �� WALL SHTG ���j;/ ,��%��`�, �� 'j � Q' .�E �� �sH�tic
<br /> '� � � BLOCKWG,SEE SHEET �// j%j�,���� ;� OPEN O �P , �P
<br /> � I � S4.12 FOR MORE �!% ��r �' ' �
<br /> � I INFORMATION � ��
<br /> � �//� � ij €� ����� I
<br /> � , � � 3x SOLID BLOCKING AT j�� ��/`�����
<br /> � � � � SHEATHING JOINTS U.N.O. �'� '%�%��,��r��'„ s�
<br /> � SHEARWALL SHEATHING � � � % '��� � �'� s5aa �, �?
<br /> �� ,� RA L EN ��
<br /> �� I I �� SEE PLAN FOR TYPE AND � % �i% ' "��"� ���'' � � ° FS �,�
<br /> LOCATION � �t�,i:, . �"ri ,�i�� s�o EN
<br /> � � � �` ������_�,�;� �� 03-29-1 N A�
<br /> � �� _ �,s,.,,; �_.�.�.: f ,� � .��..�: � EXP.01/07/202
<br /> NOTE: 1.)FLOOR FRAMING NOT SHOWN FOR CLARITY g NOTE: PLYWOOD SHEATHING NOT SHOWN FOR CLARiTY COPYRIGHT CO2011, ALL RIGHTS RESERVED
<br /> 2.)FOR EDGE& FIELD NAILING CLARIFICATION, RE:�
<br /> 5.3
<br /> NOTE:JOIST/RIMBOARD/BLOCKING NOT SHOWN FOR CLARITY SUBMITTAL/REVISIONS
<br /> # DATE DESCRIPTION
<br /> 1 3/28l2018 ADDENDA#1
<br /> TYPICAL LEDGER SPLICE ELEVATION - PIPE AT WOOD STUD WALL TYPICAL TWO STORY SHEAR PANEL TYPICAL ROOF OPENING
<br /> ' - 1'-0 1 = 1'-0" 2 SCALE: 1/4" = 1'-0" 3 SCALE: 1" = 1'-0" 4'
<br /> SCALE: 1 ' - " SCALE: 1"
<br /> EQ EQ
<br /> PROVIDE '
<br /> FILL
<br /> __ __ _ __ ____ __ (3) 16d NAILS WHERE
<br /> � STUD TO BEAM EA POST IS
<br /> SIDE OF BEAM WIDER
<br /> ( (3) 16d NAILS STUD STRAP PER THAN RIM BOARD
<br /> I DOUBLE 2x TO BEAM EA SIDE PLAN BEAM PER PLAN BEAM PER SHEET �Q
<br /> � TOP PLATE OF BEAM WHERE SN.1, SECTION EQ
<br /> (2)STUDS � 2X STUDS OCCURS POST
<br /> ALL.OWABLE ZONE UNDER AND pER 1.5, UNO
<br /> FOR DRILLED HOLES- OVER BEAM RE: PLAN BEAM PER PLAN 2x KING STUD EA PLAN
<br /> � SIDE OF POST/BEAM
<br /> WOOD BEAM OR MAXIMUM"D"/12 U.N.O. HEADER RE: PLAN 2x KING STUD EA SIDE w!16d @ 6"O.C. •
<br /> HEADER WITHOUT PERMISSION (2)- 16d AT STUD TO POST
<br /> FROM STRUCTURAL I HEADER TOP OF POST/BEAM w/ 16d @ POST PER PLAN
<br /> ENGINEER, CAN BE 6"O.C.STUD TO POST
<br /> � AND BOTTOM ,
<br /> "D"!4 WITH MULTIPLE STUDS ELEVATION VIEW AT ELEVATION VIEW AT
<br /> PERMISSION FROM
<br /> w STRUCTURAL PER TYPICAL TOP PLATE BREAK DROPPED BEAM
<br /> ENGINEER � HEADER DETAIL
<br /> � � � � � �w � 16d AT 12" ON S4.11 DBL TOP
<br /> - .
<br /> � STAGGER D I BEAM PER PLAN PLATES ��
<br /> w I �
<br /> ' (2 MIN. PER
<br /> STUD) � (3) 16d TOE '
<br /> EQ EQ EQ ' NAILS @ EA STRAP(S w/�(13)
<br /> VERTICAL AND I CONNECTI CENTER POST
<br /> LATERAL ' �N UNDER BEAM&
<br /> SUPPORT I PROVIDE d E N
<br /> OF EA STRAP � � �
<br /> MEMBERS PER � FILLER N �� O
<br /> NOTES, PLANED MATERIAL EA �
<br /> AND DETAILS ', I SIDE OF POST � �^, �
<br /> I POST PER PLAN, �J �
<br /> ' SEE DEATIL R/SN.2 � (�
<br /> ' FOR ALLOWABLE � (6
<br /> OFFSET �
<br /> NOTE: FRAMING ABOVE NOT SHOWN FOR CLARITY DROP BEAM WHERE BEAM IS � �
<br /> ' ELEVATION VIEW AT FLUSH BEAM WIDER THAN POST � �[ �
<br /> � �V
<br /> , ; � �
<br /> � � W
<br /> DRILLED H LE IN W OD BEAM BEAM FRAMING RIM PLI E �
<br /> O S O TYP HEADER CONST AT BRG WALL S C Q p
<br /> SCALE: 1" = 1'-0" 5 SCALE: 1" = 1'-0" 6 � V L—
<br /> NOT TO SCALE NOT TO SCALE �
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<br /> �
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<br /> �
<br /> EN TO BLKG PER PLAN @ �
<br /> � BIOCKED DIAPHRAGM p
<br /> a BLKG BETWEEN SOLE PLATE TO
<br /> (WHERE REQ'D) NOTE: z �
<br /> N FRAMING MEMBERS RIM&RIM TO PROVIDE 1/8"SPACE BETWEEN PANEIS AT THE TIME OF SHTG _ w� a
<br /> � (WHERE REQ'D) TOP PLATE INSTALLATION(NOT REQ'D @ T&G SHTG `�'��
<br /> .
<br /> � EN PER PLAN @ ALL .• ATTACHMENTS � j r�O
<br /> °O SUPPORTED EDGES • � • • • • • • • • • • �• • • � • • • • • PER SHEARWALL � W�
<br /> a , SCHEDULE 1�8�� o m
<br /> N ' 3!8" 3/8" o 0 0 0
<br /> rn •� ' SQUASH BLOCK
<br /> � FIELD NAIL � ' . • ' . . . . . . . . . • a�HD LOCATION SHTG PER EN PER � � p � � o �O�
<br /> PER PLAN � PER N/SN.2 PLAN ~w~
<br /> � • ' PLAN oo(�_
<br /> � • � j� "'�
<br /> �
<br /> EN PER W
<br /> o . � SHEARWALL FRAMING
<br /> � . � �� • / .•
<br /> SCHEDULE �
<br /> o • . MEMBER @ NAIL SPACING JOIST/FLOOR TRUST
<br /> � ' • 4 / ADJOINING PER PLAN MAY BE ADJUSTED (n �^ �
<br /> � • • � . HOLDOWN PANEL EDGE UP TO 3"IN EITHER I— v
<br /> � . • POST PER PLAN FRAMING ELEVATION VIEW �DIRECTION Z
<br /> �^ • • ' . . , .%� • MEMBER @ W z �
<br /> ---- ------------ �
<br /> 3 . ' SHEARWALL PER ADJOINING --- --- - — � �
<br /> � PLAN PANEL EDGE STAGGER PANEL JOINTS AT STAGGERED NAILING �
<br /> ° ' � DOUBLE SIDED SHEAR,(1)STUD I' U � �
<br /> m FIELD NAILING BAY MIN STAGGERED I V I � � W
<br /> � NAILING PER � Q
<br /> �
<br /> � FRAMING PER FRAMING EN PER PLAN II II O �
<br /> w PLAN � • • �: : MEMBER AT PLAN
<br /> � ADJOINING --------- -- ------ � � � J
<br /> � SHTG PER SN.1 PANEL EDGE �
<br /> SECTIONS 1.5& 1.6 ----------- ----------- � Q
<br /> � SILL PLATE DO NOT MOVE � r ,
<br /> � ATTACHMENT TYP NAILING (a� EITHER JOIST � O U
<br /> w PER ADJACENT TO �
<br /> � ADJOINING PANEL EDGES STITICH ADJUSTED JOIST Z O
<br /> o SHEARWALL TYP SPACING TYP SPACING
<br /> NOTES: :� SCHEDULE (PLAN VIEW) NAIL PER �
<br /> Q 1. STAGGER PLYWOOD JOINTS MIN 2'-0"O.C.&ALIGN PLYWOOD JOINTS _ PLAN U �
<br /> rn OVER FRAMING MEMBERS. HOLDOWN �---- ---� � � � �
<br /> 2. ORIENT PLYWOOD WITH FACE GRAIN PERPENDICULAR TO FRAMING PER PLAN FRAMING MEMBER @ EDGE OF SHTG (2) 2x FRAMING p �
<br /> °� MEMBERS. WHERE (i.e. HD POST,SILL PLATE,TOP PLATE, FRAMING MEMBER 3x OR 4x FRAMING � p W
<br /> Z MEMBER (c�ADJOINING MEMBER (cr�ADJOINING � � N
<br /> � 3. MIN PANEL SIZE TO BE 2'-0"x 2'-0" UNLESS ALL EDGES ARE BLOCKED. OCCURS EDGE OF DIAPHRAGM, ETC.) Qa EDGE OF SHTG PANEL EDGE PANEL EDGE
<br /> m DIAPHRAGM �PLAN VIEW�
<br /> (PLAN VIEW� (PLAN VIEW�
<br /> DRAWN BY
<br /> � TYPICAL SHEARWALL TYPICAL SHEATHING NAILING �
<br /> �
<br /> U
<br /> �
<br /> �
<br /> L DIAPHRAGM & SHEARWALL SHEATHING JOIST FRAMING ADJUSTMENT S �J . 33
<br /> �
<br /> z
<br /> �
<br /> � NOT TO SCALE NOT TO SCALE �
<br /> m
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