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, SHEARWALL SCHEDULE
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<br /> � NAIL SPACING
<br /> ____ __� WALL SHEATHING TYPE THICKNESS FASTENER TYPE FIELD PLATE NAILING
<br /> - EDGE
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<br /> , �A RATED WOOD 7/6" 8d 6" �Z" jZ" dia A.B. C� 48" O.C.
<br /> 0 0
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<br /> � A ALTERNATE RATED WOOD 7/6�� 15 GA. STAPLES 4" 8" %z" di� A.B. �a 48" O.C. R-1� rigid foam °
<br /> 9 ��� TJ i 210�5 � 7 insulation in header 2 —0 m in
<br /> Z B RATED WOOD j6�� 8d 6" 1Z" (Z) 16d NAILS C� 8" O.C. z" air gap between �
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<br /> r('' B ALTERNATE RATED W40D 7/6�� 15 GA, STAPLES 4" $" (Z} 16d NAILS C� 8" O.C. gYP and foam
<br /> (Z) 9 z" T)I z10's w/ hangers � .
<br /> TYP INTERIOR GYP (UNBL4CKED) %z" 1- %z" Gal. Rf. Nails 7" 7" REVISIQNS/PRINTED
<br /> ; '' �' s ICF CORNER REBAR DETAIL R1 - 08/OZ/Z019
<br /> �, � � i ; ; ,� 6 HEADER INSULATION DETAIL
<br /> o ` '� --- Design Wind Loads: 1. Design is based on a max framing spacing of 16 o.c. 5101 SCALE: 3/4�� - ��- o�� 5101 SCALE: 3/4�� - �� -o�� RZ - 03/1Z/ZOZO
<br /> �" �' ' � �� Design Wind Speed - Vult = 110 MPH Z. Framing must be H E M-F I R #Z or be t ter.
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<br /> � s '� ------ — �� L.ateral Wind Design Loading: 3. All wood panel edges must be blocked.
<br /> —� i 7 „
<br /> ��N � � ; � _ - hin shall be min / APA.
<br /> � � �, � � W i n d D i r e c t i o n a) F a c t o r K D 0.8 5 4. E x t e r�o r w a l l s h e a t g �6
<br /> — -�--- ;� Roo f Heig ht = z 1'-1 0" 5. S h e a t h i n g t o b e c o n t i n u o u s o v e r d o o r o p e n i n g s, a n d o v e r a n d
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<br /> Velocity Pressure Exposure Coefficient under window openings. , ,
<br /> ' N OTE: _ _ --� -- --�---� .-- --- ---� �- L�_—_ � ,
<br /> - KZ - 0.64 Exposure B i 1 �
<br /> ; o� ; :
<br /> ' ecified structural _ . � �
<br /> - Other than where T)I s are sp , V locit Pressure - � X � � I,
<br /> Late ra I W i n d e y $o ff,t � N� � Soff�t
<br /> members to be Hem-Fir #z or better (fb=850 1 Z = 16.85 sf . venting � �, i venting � ' '
<br /> 0.(J0056(0.85)(0.64}(1 0 ) P as halt shin le over roofin felt, over 5" OSB ��iet � , � � �- �- '-
<br /> p s i, f v=1 5 0 p s i, E=1 3 0 0 k s i). Ta l l Wa l l S tu d Design: P 9 9 s o�tiet N �� , W � °° z
<br /> ^ I �� a a � Z � oz � I
<br /> sheathing, over zx1Z rafters w/ r-38 N i
<br /> - All beams to be supported by (3) Zx6 studs Tributar Area: �9.3 sf
<br /> Y insulation � � � N n' o z z w o w `
<br /> unless otherwise note d. . 5 * z9.3 = 493.71 �
<br /> � ' N Q � aomQQ
<br /> Total: (16 8 ) ( ) bafFle at eave vent w/ 1" unobstructed air gap , � '' � '�
<br /> nt T I han er � 1 N � � > v � Zz �
<br /> - Use Simpson IUS face mou 1 9 493.71/Z1.84 = ZZ.61 If , N ; �'�i, ' Y � w � � � � �
<br /> � wa � N �
<br /> - p im son H1 hu r r i�a n e t i e, t . � � � � �
<br /> s p YP ' � ` � �� � � ° � � �^ � > �
<br /> where applicable/ needed ` _ __ _ � '� `� z `� � � �
<br /> Tall Wall Stud Requirement � ' '�J' `� m � ° a W
<br /> soffit � � � � soffit , � a � �
<br /> " " 1 " C�.C. , blocking at rafter ' � , ! ~
<br /> PLAN Z 1.75 x5.5 LVL studs C 6 � � venting � � ; venting � a � ~
<br /> 11 ENLARGED FRAMING � ) ;/� � ; inlet _ ___ ____
<br /> 5101 SCALE: 3/4" = 1' - 0° �� outlet ' -- -_ -_-- =_-=-- _. - --_---------- I—--.
<br /> ' � drip edge
<br /> ! -_-� c �-- � U �.
<br /> top flange � � ' ' -_ -- _— ^� '� J U E N
<br /> hanger zx fascia board i N i ' o c a m� N �
<br /> �
<br /> I N X � o � � � �
<br /> mount " ia holes 4 er 5� � ' � N � m " °' x "
<br /> f a c e v i�y l S o f f i t w/ z.5 d C �
<br /> � ro r- o c
<br /> p j � d o u b e 9 z" t j i z 1 0's �_---�----� " -o ro � N m �a
<br /> I � i mOv
<br /> hanger � ;
<br /> block, screened venting. see roof ; � ; �; N , ' r �
<br /> x � � = a 3 a �
<br /> � provide Sirnpson CS16 soffit � � soffit N ; � �-__ j t�1 N � �
<br /> � lan for ventin locations - ��
<br /> floor-to-floor strap. Provide P 9 venting ; � ' venting --- � N �- t--� Q �
<br /> 1" min end distance of nail� ' outlet � Zx1Z C Z4" O.C. ; , ' inlet �„ .. , o � ; ---� �
<br /> above and below floor joists. ., double top plate w/ taperd top wedge to - _ _
<br /> T I f ftef w zX4 outriggers � � � C 16" O.C. �' � a� __'�_
<br /> rovide solid Zx, LVL, o��o�st accept continuous � a � � °" ! �
<br /> P o � I , ��N Q L ' ---�--
<br /> ., b loc king o r S i m p s o n T B o r N C �
<br /> brid in 4�-0" o.c. for � exterior siding, over Z" OSB exterior N ' - � �
<br /> tYPe 9 9 � N I, I, � -� 'v� � i i� r�
<br /> �„ , minimum Z joist spaces � sheathing, over Zx6 stud wall w/ R-Z1 sofFit ; �, o i sofFit N � � E � o
<br /> 9z T11 Z10 s (w1
<br /> V or barrier over �`� venting � ' ' N , , venting V ' � o0
<br /> Simpson IUS face insulation, over ap Z gyp
<br /> mount han erwhere 9 JOIST BLOCKING DETAiL J ' outlet ' ' � --! � inlet � _ _ _ _ � �� i W °'
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<br /> , i N � �_....��
<br /> a licable/ needed _ —i �__ ___ --J �-- — ._1 ¢
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<br /> pp ) 5101 SCALE: 3/4" - 1' -0" 2' Q � �
<br /> � provide Simpson CS16 floor-to-floor
<br /> web stiffeners are required if the sides of 3 UPPER FLOOR FRAMING = Q ;
<br /> the han er do not laterally support the T)I s t r a p. P r o v i d e 1 m i n e n d d i s t ance of
<br /> 9 L
<br /> j o i s t t o p f l a n g e a n d p e r c u r r e n t T r u s 1 o i s t
<br /> nails ab o v e & b e l o w f l o o r j o i s t s. 4 R O O F F R A M I N G 5101 SCALE: 1/4�� - �� - o�! � W
<br /> MacMillan literature rnin headroom: 5�0� U
<br /> SCALE: 1/4" = 1' -0" Z ° �..�
<br /> 6'-8" (exceeded) Zx10 ri m boa r d 36" opening i v�
<br /> �o TJI CONNECTION DETAIL
<br /> contintous 1 z " dia handrail �" ' W/ Slf'ft son IUS face for crawlspace � � �
<br /> 5101 SCALE: 3/4" _ �' - o" w/ retum. top of railing 36" 9Z TJI Z1 Q s ( p _-____ � z m
<br /> �„ above nosing of tread r, m o u n t h a n g e r w h e r e --- -- -' '--
<br /> d slats w/ - , --- -� --- �
<br /> 4 woo � �
<br /> 1x 4 applicable/needed) � Q �
<br /> space between slats �� ' ' U o
<br /> � �
<br /> — Zx6 wood `' � ` �'
<br /> o"�-
<br /> �_,
<br /> #Z HemFir �
<br /> „ CQNCRETE-EIVCASED ELEC�'���3�
<br /> -�- 4" concrete slab 7� 1 \'
<br /> >> �-- �-� �' PER NEC 25pND�) REQUIRED
<br /> � On �ade L ��'"� �� ' (INSPECTED AT F04T1N�
<br /> 9 �
<br /> newel �" T I Z10's wl 4�� OSB subfloor �; _ _
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<br /> � � t �_ _�,
<br /> post at Simpson IUS face 1�� � � `�- - ----�
<br /> , , bottom mount han er where �' ,�� ,� ' ` % � �,' � ; 9z T)I Z10 flo0�jOiSt w/ R-30 itlSUlatiOn �
<br /> ,_� „ 9 �
<br /> ,_1 ^„ 3 of stairs " applicable/ needed) �-- Zx8 treated sill late w/ ���dia x 10�� A.B.
<br /> � p Z �
<br /> � t3� ZX�� �� �� �� ��� ,_>>„ class 1 vapor retarder,
<br /> - i stringers Simpson-LSCZ ° ° C 36 O.C. w/ 3 x3 x4 washer w/ ZH �----- �� 6mil thick w/ taped
<br /> �z ENTRY STAIR DETAILS —newell ost � Si , edges on 4" compacted
<br /> P adjustable stringer heavy hex nut
<br /> 5101 SCALE: 3/4" = 1' - 0" � �� I
<br /> contintous 1 z dia hanger attached to base course (no venting
<br /> h a n d r a i l w/ r e t u r n. t o p e n d p l a t e o f fl o o r grade -� req. by code)
<br /> 4" concrete
<br /> of railing 36" above framing __
<br /> nosing of tread 8��x16�� (CF bIOCkS z woad ��� �� ' :- slab on z
<br /> # HemFir � 16" O.C. ; �-1°�� grade for Q �
<br /> � 4� � 2'� 2" r-15 crawlspace wa{I insulation ; exterior �- z
<br /> handrail � steps & z ¢
<br /> � landin
<br /> �� � �� 3.99" #4 bent rebar C 16�� �.C. -��'�_,�_ g �ITY �� ��/ERETT � � �
<br /> SCALE: 1/4 = 1 -0 — -
<br /> • 4x4 baluster �- ---- R��l�E�1ED � 1R ��RIV�17' r� ? -� cn
<br /> �
<br /> o (Z) #4 rebar top & bottom �; � z � Q W
<br /> g u a r d r a i l a t t a c h e d '� I C F b l o ck s (8'Wx16"HxVaried Len gth) o � w o
<br /> � � 4' o t o s t r i n g e r o (z) #4 rebar continuous � '�,;
<br /> a ched (m a n u f a c t u r e r t o b e s e l e c t e d b y owne �- �- � z
<br /> first post atta $��X16�� fO0t1t1g , \ � on 16'Wx8"H footing DATE (J4/12/2019
<br /> to stnnger and (z) counter-sunk -�--—_�'
<br /> SCALE: 3/4" = 1'-0" " �'�----
<br /> toenailed (serewed) 5"stainless steel 3 - TTllfl C�f - — — -�T--r--� JOB CARSTEN
<br /> into subfloor screws compacted base fill
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<br /> class 1 vapor retarder, 6mil thick w/ z LOWER FLOOR FRAMING � FaUNDATION PL
<br /> � WALL SECTION taped edges (no venting req. by code) 5101 SCALE: 1/4" = 1' - �" 5101 SCALE: 1/4 =1 - 0
<br /> " SCALE: �" _ �'-0" a STAIR DETAILS
<br /> 5101 5101 SCALE: 1" = 1' -0"
<br /> SCALE: 3/4" = 1'- 0°
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