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<br /> Qx� posta #ypical--. �'"' ____.�'�d" m�ximum spacir�g ._Y_._„�; f_2x2 b�#uster, lypi��! '�'~�_� :�.,��
<br /> � , ,� 2x6 ar 514 board � f �� �� ;
<br /> Q� NOT NQ7C H � FOR THE EA�ES USE FIRE RESISTANCE RATED ASSEMBL Y.
<br /> r^��--������ «�� ��� �� JAMES PRODUCTS WILL NOT lGNITE WHEN EXPOSED DIRECT FLAME 11 , 0 9 8 � ,
<br /> j ; , �q OR CONIRIBUTf FUEL, TO A f/RE, HEAT WILL TRANSFER ItIOU�HT INEM �
<br /> . � M�T"— � .Y .,., � �...��..� �"._'•,.+7 �.w,�.. �w v,-....� .
<br /> �i J c ; • t � �r ,�`..�>,�`_"`:�" � , {
<br /> � - �-- �----��-� ---i � -- r---�E � +�- �- � � THEY DO QUAL(FY FOR USE lN CERTAIN 1-HOUR F/RE RATED UL ASSEMBUES � �
<br /> 3� ' s..
<br /> . �
<br /> '' � � � � � �I �
<br /> �
<br /> � b � � i
<br /> � �' � { �' � � � i ` .
<br /> 3fi �� � � 1: ; � �� ; ; � ' W \ j
<br /> � ' f ; �-- 2x4 top and bottom; � ( 1
<br /> rninimum ' � , .�.� '• � ; �
<br /> �
<br /> ��� } �� �t ` ' � attac� ta guard po�t with �
<br /> F ; � �� E ;
<br /> t i,�� � j ,� � (2}&i thr�aded n�ils ar � j
<br /> �:`�'� � _ � :; :�t � € a��,.� , �; �l (2}#8 tivc�t�d scr�ws �2-`/z" � ; ��
<br /> �r: ��.,�,� __�,__._.r._-____.__.�LL___-__._- ; �.T�-__-- lang o�n inside f�ce _•_ _ _ _ ;`
<br /> _._�._a. „�
<br /> ;-� 1 ��,. r___.� I - - _
<br /> �
<br /> � � ' � t4 �,�' ; ,� ,;�� —
<br /> � I�� ' ; �j = ,
<br /> . .�, � ; ; '��r�
<br /> (2)112"diarnec�r�--� �l ��� �-attach ba(a�sters �t top and bt�tt�m f � RAIUN�SYSTEM TO BE DETERMINATE,ALL HANDRAILS AND GUARDS
<br /> thru-t>oft�z�nd openings sttall r�r�t ailvw .
<br /> ��Q ����a����� �„ ��+th (1�t#8 wnod �er��r,r or (2)8d _ � i �'��-�,a TO COMPLY WITH lRC SEC110N R312.1 AND IBC SECl10N 1607.7.1
<br /> ������� di�m�tcr sp��c� �st-fr�m� th�e�d�d r�aii� with o I �� �-�----.. INCLUDING RESlS1ING A SINGLE CONCENIRATED LOAD OF700 POUNDS
<br /> ..�-''� ����'S APPL Y lN ANY DIRECTION AT ANY POINT ALONG THE TOP, �
<br /> Q.135" nomiraal diame�er °O � " "� AND HEAVY ATTACHMENT DII�DES AND SUPPORTING SIRUCTURE � �
<br /> I TO TRANSFER lHIS LOADING TO APPROPRIATE STRUCTURAL � �
<br /> GUARD DETAIL N
<br /> � I ELEMENTS OF THf BUILDING }- �
<br /> . � <L
<br /> —( — — — — — o — — o �L. N M
<br /> see FIGURE Z� f�r guard hold-down anchc�r - - - - - - - - � �
<br /> er�mponer�t attac ment ,
<br /> -�- o
<br /> ta
<br /> requirements f 1°1��� I 4X4 KNEE BRACE � 0° `�'
<br /> �
<br /> gUard p4st + align guard �uafd pOSt I GARAGE TOP PLATE ELV. 0 �p N
<br /> � i pOS1 �t Jt�ISt i � - - - � I-
<br /> � Iocation5 � �/�.�{�'lY � � o
<br /> �
<br /> 'a"'� N
<br /> � �
<br /> rim joist � - �S
<br /> hold-dawn anchar -�--rim '�ist I � -� "'
<br /> r�m �o�st 1
<br /> joist � — 104 �104 � � �--PrPOST6X6 V
<br /> � � PT POST6X6 � Q
<br /> hafd-d4wn anchor �''� i-- ---___ �
<br /> minimum (2)1/2" �� �" R"11C1. MAIN FL R ELEV. PT POST6X6 0
<br /> I � � — — - - - - ',
<br /> diameter thru- 2-112'" min. and 5" max. - �, ------------�-__---- ----------------
<br /> ,� I �-----------
<br /> bolts and washers �'t mE�: -__ �_ ___
<br /> at joist lo�ati�n between jaists � ---�--� --_. o 0
<br /> SECTCt7�l PI_..AN Vl�WS I L.------------------------� � �
<br /> � � __ 98.5 GARAGE SLAB ELEV. �
<br /> -- —— — — —
<br /> 2 GUARD DETAIL L-----------------� 9 _ EXCAV,4TE STEP BEFORE FILL � W � �
<br /> I i U �
<br /> � � — � — I RETAINING WALL �
<br /> L_ �__-�_ � SHEAR KEY,BELOW EXITING GRADE. � Q
<br /> see FIGURE 24 for guard *guard posts can be installe�i as -----� - -
<br /> � W �
<br /> ---- c a mp a n e n t a t t a c h m e n t �h o w n i n F ig u r e 2 C {b e t w e e n }o i s t s� � — I 2��� �
<br /> guard posts ma y be , 1-----------� 0 0
<br /> � r�q u i r�r n e n t s i f b l a c ki n g i s i ns ta f l�d as s hown be(c�w "- � � \ ,! 0 Q
<br /> lacat�d an either side i w i t h i n 1 2" o f�a c h s i�f e a f t h e p a s t I (� � �
<br />� of the outside-joist �
<br /> ��__---- , L o _ _J g W L�
<br /> � _ at fi�st interior bay, Provide 2x bPocking at g�ard pc�sts - -T-- --� C�
<br /> g�ard post � with hc�ld-down �nGFtars; attach blocking with 1 Qd I- --\� � 90 � � �
<br /> � t h r e a d e d n a i l s t o p a n d b o tt o m, e a c h s i d e I � O �
<br /> t2}1/2" dia. thru- ' \�_� Q � W
<br /> bolts and washers � outside-'�ist 2 88 —� ��
<br /> � SOUTH-EAST ELEVATION A� � �
<br /> 21f 1 1 7�1 1. r�r;i � I . f � I '
<br /> -�- � scale 1/4" = 1'-0" �s
<br /> ,� �, `�,�. 1 C� '�j L1J
<br /> 2-1f2 m�r�. and 5 rnax.
<br /> 2,� min. - � �
<br />� guard post'`
<br /> Qutsid�-jaist SECT(ON Pl..AI�VIEW �
<br /> � �
<br /> 3 GUARD DETAIL
<br /> :�
<br /> sneatf�ing �
<br /> Si�ing ��
<br /> ��
<br /> :�
<br /> Note: Flashing for `�
<br /> _ � �
<br /> " Th'ss detail is'applicabls wher� water tightness
<br />� -� Z
<br /> floor joists are �arallel ta deck �
<br /> GUARDRAIL TO SUSTAIN 200PSF �
<br /> �T GUARD BALUSTERS SUSTAIN 50PSF F—
<br /> joists. L7eckir�g §
<br /> = 36" MIN. HIGH GUAR� WITH Q
<br /> INTERMEDIA TE RAILS SPACED SO THA T A �
<br /> (^ �`� SPHERE 4" � CANNOT PASS THROUGH. W
<br /> J
<br /> Approved jQist hangers `� �
<br /> � 4.•12 4"X6" GUARD POST W �
<br /> �8 � r
<br /> } �
<br /> 2 in, min. � 2x ledger uwith fasteners in �
<br /> accordance with Table R507.2 � UPPER FLOOR TOP PLATE ELEV. _ _
<br /> ADl UPPER FLOOR TOP PLATF ELEV.
<br /> :a ,,� .,:
<br /> r- - - — - - - - - - w N
<br /> � �
<br /> Hold-down dev'sce min. T50 Ib. capac�kr�� �' \
<br /> _ � I �
<br /> Floor j4ists at 4 locations, evenly distribut�d � � �
<br />� along deck and one within 2 ft. af each Y� �
<br /> � �
<br /> end �f the i�dger. Hold-down devices � � 0
<br /> shall fulk en a e d�ck jaist per ~ ~ 2"x6"BOARD RA/L CAP �
<br /> Y g 9 �
<br /> � 1"x3" TOP AND BOTTOM � O . .
<br /> hold-down manufactur�r. � � °° �
<br /> � i � �
<br /> ALTERNATIV A fully thread�d �/� in, diamat�r I�g � � ~
<br /> 4 E DECK ATTACHEMENT � a
<br /> screw �redrilled wlmin. 3 in. penetrati� � UPPER FLDOR ELEV. _ ¢.12 r8 �
<br /> - - - - UPPER FLOOR ELEV. � 0
<br /> tv c�nter of to Iate� 5tt1CJS� ar he�de� .� � �-----�-----� - - W
<br /> � — — ADl r--------� I o— — — o — — — �
<br /> � — — — —
<br /> — — — — — — — — —
<br /> �� �--------1 � _
<br /> � r-----1 �
<br /> �"���� ����.�' �.,�.���-a�i�g;'f�a�etttlate���-�!ia�aF-�Ie.., �:,.n,,,.t� r„a.,,,.. R-�_� ' ' ' I �"
<br /> ' ' • ``�'Deck Leci er Connection#a B�nd ioist"°-� Deck live load = 40 sf,deck dead � r � � �
<br /> � � ( P• � �------{ � O
<br />; laad = 10 psf, 5n�w load =_ 40�st� �—-----{ �
<br /> PT POST6X6 -
<br /> _ , . � � . . u . �. . I f------� � �
<br /> )oistS�an ' � � �-------�
<br /> G' and less 6''�"tp�i' t3'1"to 10' 1U'1"to 7.2' 12'1"ta 14` 14'1"to 1G' 16`1"to 1F�' � ( I—------I � �
<br /> � � �
<br /> Connection Details �n-center spacing qf fastertc�rs'}" � � �—�--� �'
<br /> : I I- -----I AG�
<br /> �/s inclt ciiamet�r la�;3cr�w ;3Q 23> 18 15 1,3 11 10 � I I—-----I �
<br /> �with'�����int;h iz�axi�n�ut� :�� � � I I——————! �
<br /> � � � � � comments
<br /> � � � � �- -�----a
<br /> ���n�s►rtz�����.� � ' � � ��� � � � �
<br /> �-r,�-�,. ' 's a z e� �w �.�.� ..xs, 3r�-,.0 �sr F� �' ��y,. v-'f � a , �,. }x�- n`'�-` ,� c�sf:.�4 �r�^t�)� �'�.R:r .'�..:.,.:.�i �E u: :a ° s"�` z' v.roryr: :���. � � � .
<br /> � �.�/,„� :,�'�} ,�.Y,,rp}�`x���r�}��/�{t♦ C 9[�� r� )(}
<br /> �������'t..:�17,��i�Y.11dh YMA4�: � �.�k.�; �`����� ��+f?�a ''� M1AM-� ; Y .. _�' k�il .,i� S � �i',. `f'4L! �:'k 6 �2 f-'�.k°' Gc �..r_[� '���� ....<�i:� �R� 4�,�'�� ( � � �
<br /> ��� ,-���.� ���,� , �: :_r,: � � : � �� r r.,��� 4. `�.� �;. ,u�- �tE. �..� ,`� �a�j ,,. ,�, .., g t � . ��4 � MAIN FLOOR ELEV. � / 7
<br /> ''`��a. s�:,.��:�v..?�,t..�.:�� � �';�T'���f.w�'r f „,q t,dt �r ,.:'rt..� � I��.k��.N' t Y'._.x`�t f''t�4��.1 ..J.r J � �"ti...''' .''�.-1� '� ..'� f � _ — _ _ _ _ _ _ —__— ^
<br /> ;s . TM r : '� k ...�5- �..S� . 1 1 .� y �.dr :�' t �k `�z,
<br /> ;;'"�',� ����., �- ai t u �� _. `��_�� � � � �,� � � �.. N � �,� .. F k , �� .. ,Q ��r� ;�,. ,�.� � t; �� r ¢ ,��- : �—————�—————-� _ _ MAIN FLOOR ELEV.
<br /> � �''��"�.�e �_�� .,�.4 �,� .�.x���`4�-.'*� k �*a`- p�i:�. i.. { r.{,w�`"� '^' €r�.. `1r" �.a s '�...,F� �4 .r .� � � t � st S� . . O� L�/� /
<br /> t,}. :r }� ,�.,w� �,.5; {2€'t�s.,�,'3` .,d '� �S x r-:i� �z .a.a'� x a »��'�.r�' f ta #.;.f x�a:� , �� � e �x rc�r���ti�,t i�cF�. S�s�.� ,L � .:��e�,,��'ti:: . _ _ _ _ _ _ _
<br /> .'�r�J`���.4,..���"',�tr�°at�? �'e„a'�t�:`� z �: '`y, .:�. � �.la ...e. S �' -�-��a L��:��s a ,,� `'��M .�`� � a :_ i `�V�'. � r�. �n.� F-t a . . .
<br /> 5,,.� '. ±i.� 1. S. ��F2 Yfd . �f"��"+ �
<br /> ':�'-�,.a5�vsr mh.. r�.` . . � .
<br /> �.- �x:��Znwe�?.' _...�,.�s> �.„�.�;�r.�,wf�� »;�-.n,,=7�N .�t.�nx..w;.�<.. �n,.�v�w..,,..�.�':aa>•,3 .wz�-,a��� s,,.. f�,.�w_t ��3�.,_a,.., .�,s.,,.a.,�vsn<�,P.�a�'..,ixi��.r A„�?ae.,�.aa.ea5:.:�. ra�"aa�'",�
<br /> �/e inc�i diaz��utt�r balt witli 3F� 36 �J ' `L4 21 'i8 '�� — — — — — — — — — — — — — — — — — — — r -�
<br /> '��� 2 inch mtiximu�xi � — — — — I — — L———�
<br /> sheatliiug,, ,���,;^�'�- L
<br /> ��,��"� -------------------------------------------- ---------------------�
<br /> - ;�
<br /> l�or SI:1�incl[=25:�1 mni,1 faol=3p�.tf inm. 1 p��uncl�er syuar�:fu(�k=O.U479�kl'a, � �
<br /> �a. Geel�ers 5h�tll he t7<�shi:d�iii ar.cardance�with Sectit�u K7Ui3�;8 to�prevent wt�tEpr tratn cic�iit<tuting tlic ht�us�kat�nd joisL � � � � �
<br /> b, 5i�o�v loail sli��ll nat 6r,a5sumocl tc�tict r.a�aurr�ntiv 4vitl�live load,� � � � �
<br /> c. `I'lta tip�f�ttie'lag screw�ftttll fully t:xte��d t�cyon<t tlae iiisi�lei�facN��f tli'c:�bantl joist. � � � � '
<br /> d. Slai:aUiuig si�all I�t:whoci titruc Uir��rtnr.l or solid s�wn lumtit:r. � � � �
<br /> e. ShE���ittiiny sh ill he,E�eimit[c;<i to he wuutl'struc.tura!��ancl_�gy_��sum tit���ed,Fihi:rl�aarcl,ltunher,c�r fo�un�sheathin��,.[.1��to �/z-iucti thic kn��ss _
<br /> af sttu�kc:<t tivit5ti�r5 str,[l E1Ei x� r�iiit_r�<<t���«t�5►<<t��t r����«�t r���%����,���f��«���.,��t�l�St������r,�«��r����k«�,�s�Ut,�a���:��,���,«�F.�,��<<I����v������s�r«�- SOUTH WEST E LEVATI ON
<br /> :. : ��_ �.::. AO9
<br /> turnl t�anr,1��r lurnber shc��tl�in�;,"�–�;��ti�rttttt�-��r�:'�:. , . �-f'-t3ie-1��{� �e-c�rrll-�kc�rtl�rittg--�l�ti�l-t��- �� � ��
<br /> 5 �� scale 1/4 = 1 -0
<br />
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