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<br /> LARSEN �
<br /> ARCHITECT
<br /> AIA
<br /> 9845 NE 27th Street
<br /> Bellevue, WA 98004
<br /> 425.442.1350
<br /> PT 2x PLATE w/A.B. PER
<br /> SHEARWALL SCHEDULE (5/8" SHEAR WALL PER PLAN I
<br /> f� @ 48 O.C. ELSEWHERE) Zx FLAT BLOCKING. CS1 6 STRAP FULL LENGTH OF
<br /> " PANEL EDGE NAILING OVER #4 BAR ALONG (E) WALL
<br /> TYP. AT STRAP WALL. MIN . 2'-0" EACH SIDE OF PLAN NAILS ANCHOR A.B. HOLDOWN BOLT
<br /> ALL HOLDOWN STUDS LOCATIONS OPENING. WRAP AT CORNER EDGE MARK BOLT EMBED 2x4 2x6
<br /> CONDITION, TYP. (E) FLOOR JOISTS &
<br /> HTT4 (18) 1 6d x 2-1/2" 5/8" � 12" 4x6 4x6
<br /> HOLDOWN WHERE OCCURS PER SHEATHING
<br /> PLAN w/A.B. PER HOLDOWN
<br /> SCHEDULE ^':'"""" '---""' PT 2x PLATE w/A.B. PER
<br /> GROUT SOLID � � �
<br /> tO SHEARWALL SCHEDULE (5/8" SHEAR WALL PER PLAN
<br /> 1'-6" MIN. � ' A aa;�,o 0o P� @ 48" O.C. ELSEWHERE) pqNEL EDGE NAILING OVER
<br /> � °�° o
<br /> THICKENED CONC. 8o88oa ao
<br /> SLAB ON GRADE PER (2) #4 CONT. TOP (1 EA. SIDE SLAB SLAB ON GRADE PER ��/Z ALL HOLDOWN STUDS
<br /> PLAN OF A.B.) �
<br /> PLAN
<br /> #4 VERT. @ 16" O.C.
<br /> HOLDOWN WHERE OCCURS PER
<br /> NAIL SHEATHING BLOCKING PANEL EDGE NAILING PER . , PLAN w/A.B. PER HOLDOWN �
<br /> �.,;e. .�..r,..:_._..:..�.�. � �� ...,..:.:...��.�..,.,4.. .:.::;.
<br /> ,, � ' . w/PANEL EDGE N I ING PER SHEARWALL SCHEDULE AT (E) 6 CMU SCHEDULE
<br /> FOUNDATION '; � I�.
<br /> o . SHEARWALL SCH D LE, TYP. FULL HT. STUDS AROUND 8 '
<br /> 8 (2) #4 CONT. TOP WALL OPENING, TYP. a � d� •o° o
<br /> , ,, . 8 � o
<br /> Z _� �0 2�_��� o0
<br /> 0 0, ��
<br /> #4 x� � S LAB E DG E@ (E) WALL #4 x� (2) #4 CONT. TOP (1 EA. SIDE OF �■■�
<br /> @ 18" O.C. , �� A.6.) 1
<br /> Y . w � 4 STRAPS AT WALL 0 PE N I N G SCALE 1��- ,�_o�� @ ,$ °.�. —
<br /> (2) #4 CONT. BOT. SCALE 1"= 1'-0" '
<br /> �, Sd @ 6" O.C. 2x4 OUTRIGGERS LAID (2) #4 CONT. BOT. Q ,
<br /> (E) SHEATHING FLAT @ 24" O.C. y 1' L
<br /> OVER FRAMING 5 F 0 U N DAT I 0 N 0
<br /> 7 F 0 U N DATI 0 N + C U R B PER ARCH ROOF SHEATHING PER
<br /> (1'-6" MAX.) PLAN
<br /> SCALE 1"= 1'-0" SCALE 1"= 1'-0"
<br /> FASCIA PER
<br /> ARCH. (2) 16d THRU
<br /> OUTRIGGER FULL DEPTH BLOCKING �
<br /> 8d @ 6 O.C. (MAY BE DRILLED FOR SHEATHING
<br /> GABLE END TRUSS SHEATHED TO
<br /> VENTING w/8d @ PER PLAN �
<br /> MATCH SHEARWALL BELOW NOTCH TO �ET 6"o.c.)
<br /> SHEATHING PER OUTRIGGER THRU
<br /> PLA N N OT E S PLAN FASCIA PER
<br /> PRE-MANUFACTURED TRUSSES PRE-MANUFACTURED Z
<br /> PER PLAN ARCH TRUSS PER PLAN �
<br /> 1. DO NOT SCALE DRAWINGS. REFER ARCHITECTURAL 8d @ 6" O.C.
<br /> H1 EA. TRUSS
<br /> DRAWINGS FOR ALL DIMENSIONS. 16d @ 6" O.C. Q
<br /> 2x6 NAILER 2 16d TO � 2x NAILER
<br /> 2. TYPICAL ROOF FRAMING CONSISTS OF ROOFING PER ARCHITECTURAL � � /
<br /> �� EA. TRUSS E T. (24" max,) SHEAR WALL PER PLAN NAILING PER SW � —
<br /> DRAWINGS OVER 5/8 CDX PLYWOOD, FACE GRAIN PERPENDICULAR TO SCHEDULE /� HEADER/ BEAM
<br /> SUPPORTS OVER TRUSSES PER PLAN. NAIL SHEATHING WITH 8d AT 6" O.C. � PER PLAN �
<br /> EDGES AND OVER SHEAR WALLS, 12" O.C. FIELD. SHEAR WALL PER
<br /> PLAN �
<br /> 3. ALL HEADERS SHALL BE (2) 2x8's UNLESS NOTED OTHERWISE.
<br /> CONTRACTOR MAY SUBSTITUTE A 4x8 OR 6x6 OF (2) 2x8's AT HIS OPTtON. 3 CHANGE IN ROOF ELEVATION 2 EXTERIOR NON-BEARING WALL 1 EXTERIOR BEARI NG WALL C'�
<br /> 4. PROVIDE (2) BEARING STUDS EACH END OF ALL HEADERS AND .—
<br /> BEAMS FOR SPANS OVER 4 FT, OR UNLESS NOTED OTHERWISE SCALE 1"= 1'-0" W/o B RACE SCALE 1"= 1'-0" SCALE 1"= 1'-0" �
<br /> � N
<br /> �
<br /> �
<br /> 5. REFER SHEARWALL SCHEDULE ON DETAIL 7. ALL EXTERIOR WALLS � O
<br /> SHALL BE SW1 UNLESS NOTED OTHERWISE. �
<br /> H �
<br /> Z
<br /> 6. PROVIDE H1 TIES EACH END OF ALL ROOF JOISTS AND TRUSSES. � w =
<br /> � Q
<br /> 7. REFER GENERAL STRUCTURAL NOTES FOR � Z �
<br /> ADDITIONAL REQUIREMENTS. � �
<br /> �
<br /> � O �
<br /> � w
<br /> N W
<br /> A B C A FACE OF B C
<br /> FOUNDATION 1-1/2" #4 x 2'-6° (EMBED
<br /> (2) 2x8
<br /> IN FROM STUD FACE 6" INTO (E) CMU
<br /> HDR TYP. I 19'-5��2�� WALL) 4,_ „
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<br /> r—�------------r--- --------{�/�-------- ------ ----- -- _ I 4 1 � V Z o
<br /> I I � F O U N D A T I O N P L A N N O T E S � �
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<br /> —� ���:� , �:�: :�.. ,. . ,a= '� (/� Z
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<br /> j � j . ��/ c� � �-------- -------------}��\-----------�,�— �—U, � .�� J �
<br /> K 1. THE BOTTOM OF ALL NEW EXTERIOR FOOTINGS SHALL BE 18 ( .
<br /> � � � � 1 6" HIGH 6" CMU � � W Q � LL.
<br /> I �`�- I i� � BELOW GRADE, UNLESS NOTED OTHERWISE. REFER GEOTECHNICAL ( � CURB I \� �/ ----- —_ � � o
<br /> I I � N N FOR SUBGRADE PREPARATION REQUIREMENTS. I � � � ,/ ► �.�w
<br /> ALL NEW I I i� � � � � ( j 2°f�I�D�FSULATION � � N
<br /> � N � �
<br /> EXTERIOR WALL � �— w I I UNDE '� AB THIS M
<br /> � v� 2. SLAB ON GRADE SHALL BE 4" THICK AND REINFORCED WITH 6x6 � � � �
<br /> ARE TO BE SW2 � � / w N I � A �
<br /> I I � p � � � w1.6 x W1.6 WWM CENTERED IN SLAB. PROVIDE VAPOR BARRIER � I �� � 6
<br /> (TYP. UNO) � � �� OVER FRAMING � i— I � PER ARCH BELOW SLAB AT INTERIOR SPACES. PROVIDE FREE- I � � \� 4.1
<br /> � �----------- -------u�- ------- � DRAINING GRANULAR SOILS FILL PER SOILS REPORT. I �
<br /> I I �\ � �_J � 4" SLAB ON GRADE j i�/ ��\
<br /> I I � -� � PER PLAN NOTE 2 i
<br /> I I � Q , -� 3. DO NOT SCLAE DRAWINGS. REFER TO ARCHITECTURAL DRAWINGS � ---------------
<br /> � PREMANUF CTUREq SCISSaR � � _ �
<br /> I � FOR FINAL FOUNDATION DIMENSIONS
<br /> I TRUSSES @ 24" O.CI �� � z ' � �
<br /> Q �' � � E BMS
<br /> I I � w =i i i 4. REFER TO GENERAL STRUCTURAL NOTES FOR ADDITIONAL � � ( )
<br /> i i ��\ i� a ' � ' REQUIREMENTS. I � _______ STRUCTURAL
<br /> :, �N I ---
<br /> � I � �� � w. • �
<br /> �:��:,,.
<br /> _ 2 -{ -----------
<br /> ' ' �`' � , �----- PLANS
<br /> j - j --- -- 3 �'— � I
<br /> � � �\ 4.1 � � j #4 x 2'-6° (EMBED
<br /> ---------- � I 6" INTO (E) CMU
<br /> � � �. THICKENED FOOTING �
<br /> 411 1 I j TRIM (E) HDR I AT PERIMETER � I WALL)
<br /> FOR SMALLER (E) 6" CMU cS
<br /> I j � NOTE, OFFSET WINDOW I 5 i I FOUNDATION o
<br /> � � � LOCATION OF OPENING � 4.1 � WALL N PERMIT SET
<br /> I -_ I � BEARING WALL �------------ -----J �
<br /> � --- — I -- — - � 3 CRAWLSPACE p
<br /> I rt � �,��� - � . <: , .�
<br /> 3 — � � � Date: JAN 27, 2017
<br /> I I j i (E) HDR �p� �
<br /> L---------- ---L ------- ------� � .�'�°i 13'-9" �' �v
<br /> 4 /� � � Revs: .
<br /> 4'1 CS16 STRAP ABOVE 2 j (E) HDR
<br /> HDR. PER DTL 4 4.1 �
<br /> I
<br /> I
<br /> N �------------------ --- N
<br /> ROOF FRAMING PLAN �
<br /> FOUNDATION PLAN � FISHER ADDITION
<br /> SCALE 1/4" = 1'-0"
<br /> SCALE 1/4'=1'-0"
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