|
/ EN 1 Od AT 6"O.C.
<br /> FOR TOP OF POST REFER TO POST/ END OF SHEAR WALL STAGGERED,TYP. LINO FN
<br /> / BEAM DETAIL SP NAILING TO THIS ADJOINING PANEL EDGE \ •I jmwellsdesign
<br /> CRIPPLE UNDER HEADER AT DOOR
<br /> OR WINDOW ° MEMBER, FULL HEIGHT _ _ _ = = — = = = = ----- - - \ - • . • street
<br /> I I I I - --- -- -------- 1\ I --------
<br /> ----------
<br /> / I I
<br /> -
<br /> rrville,texas 78028
<br /> : : ::�:SILL AT WINDO T7-----------r FULL H IGHT 4X R LARGER, I I I
<br /> FOUNDFOUNDI FRAMING PLAN FOR TYPE APA RATED HEATHIN
<br /> Sacramento,ca.916.980.9165
<br /> AND CATION. ENTER HOLD REFER PLA
<br /> ANCHORS PER HOLD DOWN-- \ \ mwellsdesi n@ mail.com/
<br /> / DOW N STUD/POST _ — - - - - - - - - — _ .I .I II •I .I II 1 g g
<br /> MANUFACTURE I = _ _ _ _ _ — _ _ _ — — _ = / F \ \ / jackmwells@outlook.com
<br /> I I I I I I I I I I I/ I I I I I I I I I II
<br /> 1 Q / I' \ / COPY RIGHT 2 0 24
<br /> HOLE OWN, RE ER TO PLAN • / tI
<br /> FRAMING, REFER PLA / NOT PUBLISHED.ALL RIGHTS RESERVED BY DESIGNER. DRAWINGS
<br /> / I AND SPECIFICATIONS AS INSTRUMENTS OF SERVICE ARE AND SHALL
<br /> REMAIN THE PROPERTY OF THE DESIGNER.THEY SHALL NOT BE USED
<br /> CONCRETE STEM ABO E FOOT[ • \ \ / I ON OTHER PROJECTS OR EXTENSIONS TO THIS PROJECT EXCEPT BY
<br /> AGREEMENT IN WRITING AND WITH APPROPRIATE COMPENSATION TO
<br /> WHERE OCCURSM / MI • THE DESIGNER.CONTRACTOR IS RESPONSIBLE FOR CONFIRMING AND
<br /> CORRELATION DIMENSIONS AT THE JOB SITE,THE DESIGNER WILL NOT
<br /> BE RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS,
<br /> TOP OF FOOTIN IL PLATE _ / \ 1 TECHNIQUES, SEQUENCES OR FOR SAFETY PRECAUTIONS AND
<br /> SECTION A A EN / 'I \ / I PROGRAMS IN CONNECTION WITH THE PROJECT.
<br /> Sill Plate Bearing .I \
<br /> "Finish Floor a / Ii �' •�
<br /> SINGLE SIDED DOUBLE SIDED �; pgC��$T
<br /> g SILL AB WHERE OCCURS NOTE: NOTE: a
<br /> l /I / , LLC
<br /> m PROVIDE%"SPACE Da O Box 467 E
<br /> // / \ �I \ / •I Mount Hermon,CA 95941
<br /> LU BETWEEN PANELS FOR DOUBLE SIDED SHEAR •I
<br /> WALLS INSTALL SHEATHING � � I I I l a I I I I \I I� I I \ / I I I I
<br /> z w HD ANCHOR,%"0 MAX: ASTM F WITH MINIMUM OVERLAP OF ONE •I ---- ------ / -- ---r- ---�---� -------- �/ ----- (209) 485-8620
<br /> g 1554 GR 36 HEADED BOLT, SIZE STUD BAY l \--- -------- l a -- / �� I ESS/0
<br /> PER HOLD DOWN MANUFACTURE •I i•i \ .I .I •I / \ .I Q� Nql •
<br /> JO
<br /> OR SIMPSON SSTB BOLT F •
<br /> I I I I I I I I 1 1 I I / \ I I I j �� P� RD's �� •
<br /> w z ANCHOR
<br /> PAD8 WITHR18I O" MIN. EMBDMT \\ I \ / I / \ I
<br /> h I1 IXI II * • 10
<br /> ��-
<br /> BOTTOM OF FOOTING / AT EXISTING (E) CONCRETE \ �I I\ /I �� k •�
<br /> I I I I I I I I I I I I �e CIVIC
<br /> SET HOLD DOWN ANCHOR IN NOTES: \ Ia \ / �� /1 1 \ I Q Fop CA���p
<br /> NOTES. mlr HILTI HIT- HY EPDXY WITH 8" MIN. x
<br /> wI \ / wI / \ •�
<br /> 1. EN: EDGE NAILING, FN: FIELD NAILING \
<br /> 1. HOLD DOWN MUST BE SECURED 9" max EMBEDMENT
<br /> 2. PROVIDE 3x FRAMING WITH STAGGERED NAILING \
<br /> I I I I I I I • I date of issue/revisions:
<br /> 2. WHERE CONCRETE CURB OCCURS, ADD CURB HEIGHT TO WHERE SHEATHING IS APPLIED TO BOTH SIDES AT \
<br /> ANCHOR BOLT LENGTH. ADJOINING PANEL EDGES WHERE EN IS 3" OR LESS, OR i•i \ 14,
<br /> / i \ ��� / i•i i•i \ •Ii no. date description
<br /> WHERE NOTED IN THE DRAWINGS,
<br /> 3. WHERE CONCRETE STEM OCCURS ABOVE FOOTING, ADD HEIGHT \ I� / \ I� / •I
<br /> 3. SHEATHING SHALL BE MINIMUM 24"WIDE.
<br /> OF STEM TO THE HOLD DOWN ANCHOR BOLT EMBEDMENT DEPTH. \ / \
<br /> VIh / V II / V
<br /> Typical Wall Framing Typical Wall Framing - -----�--------- -----------
<br /> �---------�-------- ---------�---------�------�-
<br /> 07 HOLD DOWN DETAIL NAILING at STRUCTURAL SHEATHING
<br /> 1"= 1'-0 043/4''= V-0
<br /> 1/411
<br /> clr
<br /> BTW SHEATHING
<br /> EN EN
<br /> Top of HighSN EN SN
<br /> - - - - - Plate
<br /> x
<br /> cu
<br /> E \i_4
<br /> 01
<br /> 2'-®" EN
<br /> NAILING,TYPICAL O
<br /> � CS14x 8'-0 LONG OVER 2x SOLID � � � I
<br /> BLOCKING WITH 8d NAILS
<br /> a ►
<br /> I . .
<br /> Top of Low
<br /> PlateLM
<br /> I O O
<br /> }� O
<br /> CORNER CORNER
<br /> CONDITION CONDITION +�
<br /> Q �
<br /> NOTE: NAILING:
<br /> SN and EN PER SHEAR WALL SCHEDULE, 1. 16d AT 12"O.C.,TYPICAL cc
<br /> C
<br /> � 0 TYPICAL U.N.O. O �
<br /> ® 2.WHERE NAILS ARE DRIVEN THRU },
<br /> SHEATHING PROVIDE 20d AT 12"O.C. O 0 tv
<br /> (PRE-DRILL) - C •c
<br /> EN
<br /> -------------- -
<br /> cc
<br /> NAILING,TYPICAL �0/�� � U
<br /> tH
<br /> � c
<br /> W
<br /> END CONDITION •_ _ In o
<br /> 3
<br /> Typical Wall Framing - Typical Wall Framing - Typical Wall Framing - M �
<br /> p p
<br /> DRAG/COLLECTOR HOLD-DOWN PLAN LOCATION 02 WOOD STUD FRAMING at CORNERS
<br /> r-)
<br /> 063/4"= 1 -0 0311/2''= 1'-0 1 1/2"= 1 -0
<br /> �®
<br /> 0 _ -------r r-- FULL HEIGHT STUD EA
<br /> FRAMING (CENTER LINE
<br /> 0 _ SIDE OF BEAM
<br /> \ SP HEADER: HEADERS SHALL BE FULL 4'-0" DOUBLE TOP PLATE SPLICE: LAP PLATES 48 , NAIL (2) ROWS
<br /> _ --- -
<br /> ---- ------
<br /> THICKNESS OF STUD WALL 16d@3"O.C. STAGGERED (24 TOTAL) EACH SIDE OF LAP AT
<br /> 3 I I REFER SHEAR WALL PLAN/ 3 16d MINIMUM
<br /> 2x4 BLOCKING WITH (2) 16d SCHEDULE Beam ea STUD Top of BEARING AND SHEAR WALLS U.N.O.
<br /> Post SPLICE UNO
<br /> • � EACH END AT 12"O.C. I I I � �
<br /> - �- ---� - POST BELOW TOP PLATES SHALL BE DOUBLE No 1 DOUGLAS INSTALL FC CLIPS,TOP AND BOTTOM OF KINGS, BOTH FACES
<br /> 0 ",:1- V V 2x BLOCKING, MATCH WALL - -----
<br /> z MEMBERS-
<br /> C_ HEADER / LAP NAIL WITH BEAM PERPEN I ULAR TO BEAM FIR
<br /> (6) 16d WALL — Align Door/Window headers, U.N.O. — (2) 16d @ 2x4 STUDS Z U
<br /> � � - / i I i i (3) 16d 2x6 STUDS
<br /> zU -------- ---- — ------ --------
<br /> - -------------- -- ----------------- +I M
<br /> m 0 — — � (3) — o
<br /> SIMPSON'DTC'CLIP AT 12"0. . •• Beam 16d Header Header (3) 16d, UTILIZE (6) 166 WHEN OPENING (>) THAN 6'-0 w
<br /> ry CONDITION: STUD OCCURRING AT U
<br /> FULL HEIGHT STUD EACH - OPENING FC FC ANCHOR BOLT I I I O [� o
<br /> 0 2-2x TOP PLATE/GYPSUM SIDE OF OPENING
<br /> BACKING POST WIDTH TO MATCH BEAM Door (1) 2x (LESS THAN Window w
<br /> • 8--0) (1) 2x STUD
<br /> WIDTH MIN,TYP. o
<br /> NON-BEARING PARTITIONWALL (2) 2x (8' 0 TO 10' 0) I= O Q' U o 0
<br /> STUD, (3) 2x (10'—OTO
<br /> CD (2) 2x STUDS (KING STUD) WHEN OPENING WIDTH �+� _ S
<br /> `� WALL PARALLEL TO FRAMING REFER 12'-0) EXCEEDS 6'-0 �'
<br /> 16d @ 12"O.C.,STAGGERED W o r W Z : M Qo
<br /> O,
<br /> c� CRIPPLE p w N rn
<br /> Ln / x TRIMMER DOUBLE TRIMMERS AT OPENING 6'-0 OR
<br /> -� 2x BLOCKING, MATCH WALL
<br /> I I I I GREATER, PROVIDE DBL TRIMMER AT 1ST FLOOR OF MULTI
<br /> FRAMING - FRAMING, SPACE BLOCKING
<br /> FOR PLYWOOD SPLICES CONDITION STUD OCCURRING AT STORY STRUCTURES sheet content s
<br /> ANCHORBOLT
<br /> 4' POST:920 10d EF,6"&>
<br /> +I— — BLOCKING , Details-
<br /> 4" Ils-
<br /> _ / I I I I POST: (2) 16D EF
<br /> Wood
<br /> O 2x4 BLOCKING WITH (2) 16d I III (4) 16
<br /> EACH END FC FC
<br /> SIMPSON'LSTA21'STRAP, / EN ALL AROUND PERIMETER
<br /> _ r TYPICAL EACH CORNER iii ii
<br /> v> I BEAM PARALLEL TO WALL 2x SILL PLATES IN CONTACT WITH CONCRETE SHALL BE P.T.
<br /> Z w DOUGLAS FIR project no
<br /> O SIMPSON'DTC'CLIP TO EACH BEAM TO POST CONNECTION
<br /> NOTE: � - - - - ------ )S, MATCH WAL 24101
<br /> U
<br /> MEMBER 1. 0 ENI S IN SHEAR -S oNLyP HERE SPECI LALLY CALLED OUT ON THE STUDS INSTALL A3 CLIPS,TOP AND BOTTOM OF KINGS, BOTH FACES drawn by
<br /> LU 2-2x TOP PLATE/GYPSUM DRAWIN S. WITHIN WALL jm
<br /> N
<br /> checked by BACKING HEADER SCHEDULE END OF SILL PLATE JOINT OR AT NOTCHES AND BORED HOLES GREATER JMW/DJ
<br /> UI 2. PROVIDE PLYWOOD EDGE NAILING AT PERIMETER OF OPENING . project architect
<br /> Z NON-BEARING PARTITIONWIDTH OF OPENING HEADER DEPTH"d" 6"min/9"max. THAN/PL WIDTH
<br /> 3 3. REFER TYPICAL WOOD WALL FRAMING DETAIL FOR ADDITIONAL FRAMING REQUIREMENTS. BEARING WALL NON-BEARING
<br /> Q /"O MINIMUM ANCHOR BOLTS AT 4'-0 O.C. MAX U.N.O., REFER TO
<br /> WALL PARALLEL TO FRAMING UPTO T-11 10" 6" FOUNDATION PLAN plot date 09162024
<br /> Q 3 4. REFER ARCHITECTURAL DRAWING FOR OPENING SIZE AND LOCATIONS. NOTES
<br /> O
<br /> 4'-0 TO 5-11 12" 8" HEADER THICKNESS SHALL MATCH WALL sheet number
<br /> N 0 106"-0 TO 8'-0 14"
<br /> D Typical Wall Framing - Typical Wall Framing - FC's SHALL BE A34 AT 2x4 WALLS and
<br /> OVER 8-1
<br /> SEE PLAN SEE PLAN
<br /> s12
<br /> C NON-BEARING PARTITION SUPPORT WALL OPENING at SHEARWALL0 Typlca a r I g A35AT2x6WALLS •
<br /> w
<br /> 0811/2''= 1'-0 05 3/4"= 1 -O 3/8"= 1'-0 - Of
<br /> 0
<br />
|