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HomeMy WebLinkAboutPRJ03-018 B03-0159.PDF , _ �, � � _ �.�._...___._..__._.�_ w__ __ _ _� � -- - --- - s 1' i✓•"-;__ r �,�';'� � € 1 t�i.�,-, � -'� I � o � �~ � j '°"�`a 1 :� "� � i i k.✓�`,.F--,C.l,'1 i �. � r , r`,t:.'� 1 i `rr.���1:-.lm/ i i '"aE.=��✓�-L-' � �'�_ __ ______'__ —� � ',d �F ' ' � 1' s r�+�."`,.r � �.�....�...�...�,�. _,.�—._ i i i � j��� i r � ( n � ' �I ^6� ,.��, _ � , 1}n�#�.'+,S f l�4' � , � , i t � �� •F � � �._�_—_ ^�.� ,�^p' o -.E�A�I.y ' . i i il i ����' i � � � � ';���i�9 ��r�'.(�YS'V�my .. � � � _ � � � � - i i� � ' ' a����_,y��, Y�{`_M��il� � �.�« �� ' � r � ���i q�� � � � , � _ ' � � � tt;'L:[� � ,rrr � � �? � � ��''� ��'S� "�'�� �S � � � , , � � , ' - i" i ..' {� , � , , , � ' � �4i�. , � � � s t,�,� , - ` �}�,v'°' ` 1 ' . � '�31nM., �•t:;��'�w '�it�� �� � �. ,,Gwi� "'� �s ( ` , � '���},�"� � �� s.i� � i ����� �«, ' � :ri�a:�'� ' � , ,;�,��. '� � ,� , . , � 13'-7"t 13'-3"f 14't �3�_G��� 13'-10"t '�. ,f,��1�,�x�1K',ql ' , , � 1��� �a�"'� ' 'r�i ' � � p ,,ga�`��•'� I , � ' ,� ��ii { ,��� f ��e�„.. '��':}� Nt' aar�� �'k i9 `;i�'F�d,.w � �t� ,�r� .��1� 4 � 1Y 4� `x�i - r ' µ µ � t� �4� '� � ° P„� � ' �,b�°' f r { ,� '^�ia� �t��v4�¢�� � ' / , ��>�'� � r , �, � ' �;���> e�` °�" � . � � � ��� ��,,:�- ',�- _ � ' � STE�L SUPPORT BRAGKET ,��"� b , �r�;� ;�;,,.�t;�,;: ,� �� � �-��,� ;,, ', ��:�"��,�,�� „ � �; ��.�. .�� � STEEL SU�'PORT BRRGK�T _,����' , �� , �" �^ > ,� , , , , TYPiGAL �D+ TYPIGAL , �"� ' ����° � "� � ,, ��� � a� �;��� - F ' � EXI571NG 3� x I E x 12 GLU AM *����.�� ' , ;' ;, , ,�� ,,,��,� .�, ,,�,. 2 GLUELAM �' XISTING 3%� EL � ,, ,�,, ��,,� �,, '. �.,, EXISTINS 3� x 12 GLU�LAM a., `� �"rv"`"��' � , � �„ , F �"d � 'b"'� �� " � � �, H�v ' y ,� �!�I�i� � .����� i �.F 1� '� t�� „8 � , �' ;�A��,� ���„ _ �,,, � ;'��,:,;;� ' � . - �� 2 6 o i2" o ��pO.RE(;/S f 'y �,, S�I� M1i;;r", � „�.�. , , �4 .•�,p1CHql��l�c�' ��j..�1������ '9 Z � i I �i h�� � � � i r- ,�i'al�,�"� I�,yii' ' i � '�fj' Ni + e t 'yt .� " � i 0��� ��• 4��7� �d�e��� ��'� ��„� A i ,, , ��"� �� °�, '�����;w„ , C�.� �. � '' �i��;F°�,�;r�ti �,w, '`�,',,' � �,�;r 'G�` �'M�'4i k�'d� mnG a ' —�� , •O .0� �,� . 's�;fN��� h�. ,i� ,„� ,�,` � �a'r� � �r; , ' . r• - ��' � ,- a(Y� " ,���y �� � , , • • �'���'�,,v,� '���' '� ';,��� ''��`� �� i�`� ,�� � L'� x,�' EXI5TIN6 3� x !2 GLUELAM i �� 14965 m� 4 , ��u,7,�ie,,��,''°'�,, �:; , � � „ `,� � � . . . . . . ' EXISTING 3sa x 12 GLUFLAM � . �i i.�i�' "YVq�t�N , y��'�ir� � -H �,p' 4 4 p A • �,,.." i'��� k, '��a���ti�,,; ��,a",x�,;;N�� , � � „�<<�� � , � , � I A Y �' �� h�t' �i ��� � " ri .i 4 ��� ,��� , «,,. � �• •� a����,� �� �, a� � , ',i�;� ��, , ' ; �*;�'M..,, � , � , ' � � � L '•• ' � :�'����;��:��,��;��n'�ar ,�a'.ri'.�� »i a�2 '�° �� , +... �v ' �`� ,,{��`h�:;,� ;;,�V�y�P,��A`�nv i, �i+ .,ry"� 'FI�,�''r t� I� i�,w �' , ��"'�W"'.�,.,, � � �0 N A� . � ' ��{;vp'���Aa,t�u�� �fi,�i,�� ���a � r `,�' „tl,n ��� I � � i ��'""'^^"'.,'.w. ��� ��'c�� !���� �r �" i ',3iw`,1 � �� ^�,...w.,µ,,� � 14 � �' �1 " i_,".,,'�"t ,n, �° r �� . ' �i , .� , � ' � � " DIAMETER A307 TYPIGAL � ,�k��.� , � , ', � �I' �� � ���� r��,� � 3— � �r k�„ 4F�^� ��'i� IY;rv '�i 1 ��N`!��'i �� h��� �� ���w�- ';�, � ��;�, ,�, � ��,7 , „ „ , �� �` � , � . , e 2 L L M EX5T1 f� ��N'i,,,;; , ,;r�, ,,";s� ,, �� q. ,, . , ` THROUGH P05T A�ND BEAMS �(� N W � 12 GL. �L M E 15 I i x . . G 3� I . LU , . � �,, , � , �.�,.��,� .�, -� �,„, ��,�, �;,�,Ta,�n,;�� � � � � , � . • f � � . L � � X! Tlt 3 x I G U A + �"� ,��N�a�l��� r�.!�er��,� � �I '� S � �� :'a'�,„ , ���� �� '4 , , , ,� ��^;,� � � w , , ,��� N W � 12 �GL �L M N W I �G UEL M � �EW 3%e �I UE AM N� 3� �x 12 6LU LA �N W �� x �I G UEL M �i,�, � f„ ,.;a:•�, �� ; , , , � � , .��-.,� , "�� -�- �W �,f,;�„ ;,, � ,�,,�; �. . � ��a�� ,,,'� �„ ���� ;�'� ��� -2 b � I6" .G. i N W x 6 � I " O. i N� 2 x 6 I6' O 6-+-6G i,�; , , , , ,�. �'�"§a �,,� t ,�n,,, ' �' ��y ��S��;,�,� �;��j ,�i)n "- ,kt�`' ,q, i� '�'."�'�� „�t�`.�I;,°U„a��,���} n o . ���, '�i �'o� '����� �� �� � �,k N���i�� �� �;;�',��5,�±5r�'�," � -f-) � er, �� ���i� ,.,F Y ,1' ;; �� d � ���u�: „�-���`rw;�a'"s,� �,�;�, � �i � r'�, 'd;l;a �4�= ,i' �,���' � r, ; ��,"ri. �.�t ���,.a ,t��, 'fi�i��ti ai7�i �;, ,; � �� ,; � ,��� :','�k �;�,a,'���','a�; �� �� � ��a °��°��:���,��{''"T� r� - � ' NE S �L RA KE NE 5T � RA KE ��„' ��.' .,����:1��tr:, r�"���,�,. a ��`�_„ � �W T�� B G E7 � �",M�� ..��,p�V;r{,w a � �v - �� �'i."e'� t ,���,� � G i j�' . .'� ��j Jx,€tf�'�' , � r' � y� �r'^ :E"'�� �R�� i A I 1 ��""'df' 1�`l H�.r�'��h+5.�)4",}a,' uG'7 i I II I ' „r�.�tW � �",�i,. h•.;�:��4.�+,5�i,` a f,���'t� "@�� ,N.�`` : �'> at-r��;�I�d�� aPfia.� � ,`�, � I �,W Id�2i �k�� „�i�i F, I� i ..�� ��rt „�Y � �"'_ �� � F —2 {.� V E'.' i`� �4�� , ���,�, a',i� a� t.� .r�� u�,� i4 , Y�A['ff�SeA'�` "I:!:q'{�1 I pt�{�I-�f'S lA 1 5"y_', r C � e � .. ..i �Vi � � ��N: Y �N ��, � ��} � � r '7, �.' � ,{�,. "iI _t; .ya�,q,. , �,�',�_N,. �,eR .,;�, ,a 5 ,;nr,�,�,�i.e�"` / V! �'�' '4�i`u� x e�i � � � � �; u ,,_j'n ,r ;�JN^ 4��.�'�+�"' d�r,w. �,'�'�.. I -�`�P��' +��'y F °A,n r . �, I r a i� 'n+y' t�'lyt�{�(� tC����`� �U'�1��{I�,4 E �� � " , m�,�,^ w 64� i ' : � �''',iy��,t, � �7� �at' ' , ,��,y�i' :+t,r�',.�� � �,`� t` .�;�T�'��''�'°`„"�. "�,�,�'�r;.'.y.i"G,`��y<;�,.�, � ' ' BUILDING LIN� �, �' ` �, �t� ,rw, '� .���,,;�1 �� , , �r� , , ,�,, �a„ ;I�-�,' �'s�� ,� '��� ","¢;,,' R�"�� , ;�M ,��„�x �`�,;�, py.`' '�a�`w'•. � �!'�_;. ��;h,,,n 'r.�Y� ..T.,�.. ., � 3� x 12 GLUELAM L�DGEiZ � '�-� '�.,. M.,� � ��r, " i� �n !=�y ; '1;��� �'P ;aF d, �A`r.u' ::d��%� hy�.. ,y� .�;,,. � � p� � ��� t i�i`-P&y'�,� L`N' a r. ��� fL 1'�;��:"ll�X' I i� ;i� t� .,a�'y�.^4�''M' i,,^,ic�.' ��� V ����. �� � �3 �r'�;� � �,;�- , �„ =,m�r,�,,��.�y, ��- , ADD 2 ROWS 3/ �x�1 LAGS 'i- ,.��;,�; ;. . .;���' �,�,'�� �F'a ��;',�. ,��` �.e``�, � ,�;�� , '<�.,�,`.3x,r�#�. ��,,�.; � 3 x 12 GLUELAM L�DG�R ° � �(� N��,ti,� ;����9, ,u w�� �°,'�;�';3�'1 ��, •�,,;, .,�>t,,� ��;�ra.���n���,°� `�°;�'.�.�.��.x��:� ,�k,���, �-R�....�� . 3-��� DIAM�TER A307 TYPIGAL � 5 C-� I6 O G TO EXISTING RI ) � ,�.,r , , (IN M � , '�`� �''� '���' "��' s` � ' THROUGH BRAGKETS �� �y3 3 O �� - ' , ,�,,�� � ��� ,; ,����,=„ ��P=7 , �t , , � , ADD 2 ROYVS 3/e���x�l" LAG ' �,� �� x 12 6LUELAM L�DGFR � S � � '��� �� ' � ,�'�" , ,' ' Tx�'�' ° ` ,���<��r�� � , ��'"` / � I6 O G. (INTO EXISTING RIM) 3 �� �� O ct) �. ' ,,, C17�' t, 7 '� .�,. �•,r:�«i�°ry.i �!� � ���-�-;�'r.,,, a- i61`d-� . � . � f ADD 2 ROWS /e �Dx� LAGS � � � �� � I6" O G (INTO �X15TING i2! _ � � 4���'' ,�,rt 'i ;1`���.'�' �" l,.d ��' + � �� , �F�r'd� y � ''h�,��4 �N'�I � ^F1tp� � �Y I „ .,d�n#Y�M>n..,.i"• �' �,�' �����, �n�;,�a,� �°� � ,��y;��,�a.����a�� � ���� = „ ..��..��s,�.� '� EXI5TIN6 BUILDING � � �. ��v -_ , � ,�,,� +,z��� � �. ,, ,�;_ ;,�.,� � �,;,;�,,., � �, �� � ,�,��i�,�SJ ,u � '�s5�i.���'p' ,?�' �,�r ���i�[G..� �+vi�,�'°��M��.,,,�'� „ � � � ' ,�� i����� s '� . w,+V '� „ n` C� 1 � h ��;�,t����� � �,�- _����, ,r , �r, W'��� , , �_ ' ��a�°� ,°;��'�"'�,..�,,� � 3� x 12 GLUELRM L�DGER , � �' _ � � , �, �;° BUILDING LIN� �,��d��.' :�,'�' ' ., ,,1e.�� �,,;�,�,U,` :.p���,�' ,, , � �,, ADD 2 ROWS 3/8���x�" LAGS � � O (� ' '�� '"�`�` , , �� ' �'�°�'���^ �'� "�� o ib" D.G (INTO EXISTING RIM) � g'� �" U � ,�_ N� �� ��' _ ,. ��, �'� __._ .._ � �,'� k`3 ,=`I�a�;;` �'w�.;��'=v��l�"��4::�r„�'���, , °,''�" �r x,��Y �j — � � �,.= o m 0 -- � �� - _ ��.�����.� � . -��� . ` - �f w�. , � ��;_,� ,; ��..� �- �' � ��. — �����_ — � � � � � � � "� r,� r�, ��� f ;�� '� w��` '���'-- � ' ` � � -- ,`� �u `�., ,,,,` .� �;F �", N� , �.,� �;,�� ,, , , , � �`��,_�, TYPIGAL STEEL SUPPORT BRAGKET � �' U '�;, °1�" ''" '�'`, �`�� � '��"y'� � �" ° � °' � ° fi ` GONSTRUGT �ROM �" PLATE AND �" ~ „� r:�^ *r , , '_ a �� �, R ^r�. k„�,�t ' . , , � ` �' , �°�', , , ,` `� - n � ` FILLET INELDS. �,, ��� , �_"�,�.`��',,, , `� , � �`t��*'r" 'mr' '� �; .�...�; , 1 � rr c� r ,: �3�,`;s� �Fti� '�� ����� ������� � '��a ,,� �j�.�� �;�� � „� �y&�'`�.. . . _ /j\ ' _ ✓��. ] y� ���� .,.,,p �� �?'�k�' iY rgµ� x d i �' � ���` 1 4.i n�1' :R 4 i ��� I �S.er% I s Lr�G�= ��Yt-c-�s � 1 \ ���� 1 ��� I 1 -� �is=�-� � 1 `� �.�%" C` 4 y'"Y` � X�'I' M_[ �4 �'.«.f. '���� �,���?���,�,�� � ,, " �.�"�� -Y ��%r,s^`'�'Ir� F' �`+����',,��5 •�M��` �' �q�: _�� t. � � � " �' �' �?"t,r 'i t ?` m t � a 4. } ,�Y x '� , ;� ; �`, � s ' ` , I/4�� _ ��_��� NORTH `.{ �`�_� �' .�.�� �"� ��`� �,�� �4 .,3�,s�"' �' Mu �' , , NOTE: � A� INDIGATES DIREGTION O� N�W 2 x 6 JOl5T5 AT SPAGING NOTED. � XISTING 3�x12 GLU�LAM BEAMS, ST�EL SUPPORI BRAGKFTS, AND bxb P05T5 TO REMAIN. - , ADD NEW 3�x12 GLUELRM B�AMS AND ST��L SUPPORT BRAGIGETS WHER� INDIGAT�D. Q�T��.,�,,,� RFPLAGE ALL DEGKING WITH 2x6 WOLMANIZED #2 HEhi-FIR, 2x6 #2 GLOSE GRAIN REDWOOD OR "TREX" DEGKING NEW ST��L BRAGKETS � SOLT HOLE 51ZE � LOGATIOTS TO MATGH �X15TIN6 BRAGKETS AND EXISTING POST-B�AM BOLTED GONN�GTIONS. _ -.__,_- _ � � I r ,(� � t /— � � � � _ U' �i _ ���1����. 1�1�1�� � �,o� h � 1`� — `c��, .— > Th15 structure has been designed to meet the req,utrements of the IG97 Uniform ,+,_ Butiding Gode with amendments as adopted by the Town of Vatl O _ _ � Alt omisslons or conflicts between vartou5 elements of the worktng drawings 13'-�"± 13'-3"f _- ,- 14't 13'-q"± 13'-10"± � and/or speciflcattons shall be brovght to the attentton oF the Structural Engineer � � - before proceedin9 with any work so tnvolved The Generai Gontractor shall verify STEEL SUPPORT BRAGkET b ST�L SIJr''PORT BRAGKET alf dtmenalons and condittons at the ob site and shall be res onsible for the + , �� � P TYPIGAL b Q' TYFIGAL means, methods, techniqyes, sequences and procedures assoc�ated wlth th�s 3%8 x 12 GLtJELAM 3%a x IZ GLUELAM 3% x IZ GLU�LAM pro�ect. �vrthermore, he shall be respcm5tble for coordinatton of ali work and . . . . . . . materlals Inciudtng those furnished by subcontractors The Structvral Engineer � . t shai{ be contacted during the constru�tton phase to make the Job slte inspections necessary to confirm that the actual field condttlons are conslstent with the destgn assumpttons and that the con5trvction Is proceeding accordtng to the � plans and specif�cattons. 3�i8 x 12 GLUELAM 3ie x 12 GLlJ�LAM \ LNe Loads Used In Deslgn: . . . pRl A � \ � l �� Decks 100 psf WA L Earthquake Zone ! UBG � Wlnd 80 mph, �posure B ---y � � 3�, x 2 LUE AM 3� h 12 GLU LA � x I G U�L M s!� �'� -� NQTE: . . . . . . . . Q where 2 x 6 � ib" on csnter)otsts are apecifred, exlst�ng�otsts may posS�bly � '`� rematn at dis�retlon of the 5tructural F»gtneer. .{-b 6+ � b� � : �6 .� HOT 7UB DEGKS: �� "— The 6 x 6 post and gtvelam beam layovt shown on the Reframing Plan are adec{uate �_2�� . � � to support hot tubs,but the 2 x 6�olst spacing wlll be difPerent than shown on this � — � pian. Provide double 2 x 6�oists � I6° o.c. for �'-3" spans under tubs, and � � � double 2 x 6 Jolsts � 12" o.�. for 8' spans under hot tubs. 2 x 6 � 12° o.c.�015t5 '°L� are adequate under existing tub at Unit A6 due to existing W4x13 steei beams. BUILDING LINE � a 3� x 12 GLUELaM LED6�R � � 3� x 12 GLUELAM LEDG-ER �y._.�' � � ���� I � I ��`� I ��� / ��3 x 12 GLUcLAM LEDGER i I -j � , E�CISTING BUILDING - �� � � All framing lumber to be Wolmanized #2 Hem-Fir or #2 Glose Graln Redwood � SUILDING LINE / j�-�- � � All Glue-lam beams to �onform to the allowabie stress req,ulrements for a F24-V � x 12 GLUELAM LEDGER ��� �ombinatlon beam, and shall be rated for exterlor exposure. � � Ali floor decking to be 2 x b Wolmanized #2 Hem-Flr or better, 2 x 6 �2 Glose ''" � � 1 � Graln Redwood or better, or 2x6 "Trex" or aproved eqyaL ���� i GG�� � ��% � � S � � �� P � ��,,� �� All steel plate and angles shall conform to ASTM P�36 5pe�ificatlons ' ��d�f'!�J � , � 1 � All steel boits shall conform to ASTM A30'7 Spe�tFications. "'� - _ ,` � � �� � � � � �� ���� � ���� � �� ���� � � �� _ � �� NOi2T ����j `�S�� I � �! �� — I/4 - I -O � , �� �{ ��I,. � �►l� '"� � � No-r�: P �°�� � �� � � ��� � INDIGATES DIREGTION OF 2x6 J015T5 � I6" O: TYPIGAL UNLESS NOTED OTH�RWIS�. ALL EX�STING DEGKING 15 2x6 � ��+ �,• � y I � GENERAL NOTES: SUNWOOD CONDO DECK REMODEL JOB � 0403 03 STRUCTURAL WOOD FRAMING• STRUCTURAL GLUED LAMINATED 11MBER• GENERAL REQUIREMENTS• DESIGN CRITERIA: a. Except where noted otherwise, all 2" nominal lumber, except studs, a. Materials, manufacturer and quality control shall be in conformance a. Structural erection and bracing: The structural drawin s illustrate the Deck Live Load ----------------------- 9 f. It is the responsibility of the contractor to contact the structural 100 psf shall be Dou��las Fir-Larch #2 and better, and all solid timber beams with AITC Product Standard PS 66-82, "Structural Glued Laminated completed structure with all elements in their final ositions, ro erl Deck Dead Load ---------------------- �0 psf and posts 3 nominal and wider shall be Douglas Fir-Larch #2. Timber . P P P Y engineer at the appropriate time to perform site observation visits. Spa �ive Load ------------------------ g0 psf h. Except as noted otherwise,„minimum nadin shall be supported and braced. The Contrac:or, in the proper sequence, shall Observation visits to the jobsite by the engineer are for determination Basic Wind S eed ---------------------- 9 provided as specified b• Laminated members shall be fabricated using Douglas Fir with the provide shoring and bracing as may be required during construction to P 80 mph (Exp. B) in the Fastenin Schedule on the drawin s � of general conformance with the construction documents and shall not 9 g ( 003 IBC Table 2304.9 1). following combination symbols: achieve the final completed structure. Contact the structural engineer be construed as inspection. �Q��►� /� �, , Seismic Zone ------------------------ 1 i. Bolts used for wood framing connections shalt te installed with 24F-V4 Simple-spon beams for consultation (not in contract) as required. Thou h ever effo '` 'f' o UBC Edition ------------------------- �gg� standard washers and nuts. 24F-V8 Continuous or cantilever beams c. Existing structures: Contractor shall be res onsible for verif in g' g Y rt is made to provide a complete and clear set of y �.s� o P Y 9 construction documents, discrepancies or omissions may occur. ,� � -' "� �. Unless noted otherwise, steel connectors such cs those manufactured 3 Columns dimensions, elevations, framing, foun�ation and anything else that may Release of these drawings anticipates cooperation and continued O° • co by the Simpson Company shall be used to join rafters, joists or beams �• All members shall be Architectural Appearance Grade, unless indicated effect the work shown on the drawi s. Under innin , shorin and p � o � to other beams at flush-framed conditions. Use all speci�ed nails. otherwise by the architect. � P 9 9 communication between the contractor, architect and engineer to y N , bracing of existing structures shall be the resonsibility of the contractor. provide the best possible structure. These drawings have been � � Connector conditions not otherwise noted shall utilize Type U or Type d. Protect members from damage or exposure to moisture prior to and d. Dimensions: Check all dimensions against architectural drawings prior re ared for the use of a HU hangers of a size specifically designed for 1he member supported, during construction. to construction. Do not scale drawin s. P P qualified contractor experienced in the �10� QEL � 9 construction techniques and systems depicted. as s own in the manufacturer's published tables. Contact structural e• Adhesive shall meet the requirements for wet conditions of service. e. Construction practices: General Coniractor is responsible for means, engineer for details as required. f. Do not camber laminated members unless indicated on the drawings. methods, techniques, sequences and procedures for construction of o Framing Notes. this project. Notify structural engineer of omissions or conflicts 3. Floor Construction: CONNECTION SCHEDULE between the working drawings and e�isting conditions. Coordinate A. Provide 3/4" thick APA rated Sturdifloor rated 24" o.c., requirements for mechanical/electriccl/plumbing penetrations through tongue and groove exposure 1. Clue and nail panels to all �A SIMPSON LUS210 structural elements with structural engineer. Jobsite safety is the sole su�ports with 8d nails spaced at 6" along panel edges and at responsibility of the contractor. All rethods used for construction � U � 12' along intermediate supports. Install sheathing with long BQ STL. SEAT I�, SEE 3/S1 shall be in accordance with the latest edition of the UBC. N dimension perpendicular to joists and end joints staggered. •� � � z° o°ococo . Provide solid blocking between floar joists at all bearing U � J o � � locations. Blocking material shall match the floor joist Z � � U � � ' material. w I I c zZr� ►� � � Uj � a^ia^i Z � ��oQ � �� � ��� J � � � (E) 6x6 POST, TYP. SIMPSON LUS210 OUTLINE OF (E) Z �rn (E) 6x6 POST, TYP. SPA ABOVE � � � U ^� �� HANGER FOR FLUSH � � � � � CONNECTIONS, TYP. � L � � � � - --- -(E)-3 1/8x12 G.L.------ O `— — — — _ � ; O � � --- -(E)-3 1/Sx12 G.L. (E) 3 1/8x12 G.L. o� rn rn ' , , — — -- -_ -_- --- --- ---- --- -- ---- -- --- - --- - �E) 3 1/8x12 G.L. � , � � -- -_ - _ _ -_- -- --- �--- --- -- --- ---- � � m .�..-. � � A I I � I I �C- ---- -- --- --- ---- --- ---a � L • _j O X I I � i � (n i i i i i I I i j\ �\ ,��/i i i fD � ��i� ii � ` � � � � ' � � F——— — �, � ✓,� \ ,' � � I � ' � �E� S � � � � PARTITION WALL TYP. � PAR ITIO W LL, YP. � � � I �I T . ' ' ' ' E 3 1 8x12 G.L. _ ' � VERIFY PPORT � ; ; ' ' � , , x y, I , . , � , -- - � m p� i i (E) 3 1/8x12 G.L. , i i � � �t i � .. ' � ' --� � � _ STR TUR BELOW � � ♦ � � � � � . � � - -- -- -- -- --- -- - -- - ° � � I -- --- --- ---- --- --- - � I I � . �E EN LO D � , � -- -- ---- - --- � R OM ��LO , i i i i i � \ � i � \�• � i i i A�TYP. L � ; ; 3 ' ' , � � I ' ' I 2x�s C�' 16" O.C. ; � ; I ( � � � � ... � � O r � r � O I I I S� � � I � � � � Y I � I 1 I I I I � f i � I � 1 i �, ' E) 1/ x12 G.L. ; ; � (E /8� 2 L� ; i ,' � . � � i (E) 3 1 8x1 G. . , , N 3 1 8x1 G. . _ _ _ _ � � , I , _ (E 3 1/8x�� G. . 2 6' � 12' O.C. ; � � 0 I (N 2x12 � � � (N 2x1�, � � i i ' i i � � 3 1� 12 .L. i � .'� . i � i i i i 2X 'S 16'� O.0 ' � 2 i i � ` � � � � ii , , . � i � i � � i ii , � i � i i � Q. � � ' � � Sl � � '� --- �E� _ 1/ x12 G.�.�_�.ED_ER _ S1 � jl (E) 1/ x12 G.L. LED ER � � ' , , r-- - - -- — — '-1---- � � --- --- -- --- ----- - - --- -------- E 1 x12 G.L. LED ER � --- --- � �---------------- ----- � � � " �E� 1� X1^ G.L. LED� �Rr i r----------------------------------------- � i --------------------- -- i ' i , �-- -- _ — _— _— — — --- ---- -- --- -L ` _ � � � 3 1 x1 G L ED E I � ____ ___ ___ ____ ___ -_- _'_ L�-_ - -� � I I 1 - -- ------ -- -- -- --- -- -- -- -- ---- � � � � �---------------- ------------------------------------------------------ �------- I � II I ---------------� ----------------------------------1 I I � I � I I I i i TO (E) FRAMING ; � ; VERIFY CONN. OF (E) LEDGER i i ______� J ; (E) 1 x12 G.L. LED ER { ; TO (E) FRAMING � � � - -- --- --- ---- --- � � � , --- --- ---- --- --- , � � � i r------------------------------------------J ii ' I i � � ,�...a o BUILDING A , ; ; , � � ' � w _ GROUND LEVEL DECK FRAMING PLAN SCALE: 1 » _ ,_ NORTH i ; , NORTH Q � 4 - � � � � B U I L D I N G A TO P L E VE L D E C K F R A M I N G P L A N SCALE: � 4" = 1 �- �� � o � PLAN NOTES: � � 0 0 � � PLAN NOTES: � � � � , � w 1. POSTS BELOW ARE INDICATED: � � � 1. POSTS BELOW ARE INDICATED: � � � � O 2. NEW DECKING IS TREATED 2x6 HEM-FIR #2 OR BETTER. N 2. NEW DECKING IS TREATED 2x6 HEM-FIR #2 OR BETTER. � �'�"� � 3. WOOD BEAMS, EXCEPT HEADERS, ARE DROPPED UNLESS NOTED (FLUSH). 3. WOOD BEAMS, EXCEPT HEADERS, ARE DROPPED UNLESS NOTED (FLUSH). 4. "O" INDICATES CONNECTION TYPE - REF. S1 FOR SCHEDULE. ►��i ^ � i-�-I 4. "O" INDICATES CONNECTION TYPE - REF. S1 FOR SCHEDULE. r , • , `J !��-,� . ALL DECK JOISTS ARE DOUGLAS FIR-LARCH #2 OR BETTER � 16" O.C. 5. ALL DECK JOISTS ARE DOUGLAS FIR-LARCH #2 OR BETTER. r.�, H..� 6. (E) REFERS TO EXISTING CONSTRUCTION (------), (N) REFERS TO NEW CONSTRUCTION ( ). 6. (E) REFERS TO EXISTING CONSTRUCTION ------ N REFERS � w �4 � )� ( ) TO NEw CONSTRUCTION ( ). ^ � � M�--� i � (N) 2x DECKING I I (N) 2x6 DECK JOISTS � I I (VEFIFY SPAN) � � I I � � I I I I (E) 6x6 POST, TYP. 2x BLKG. PANEL =� (N) (6)-3/4"� THRU-BOLTS � JOIST BRG, TYP. _� - --- -(E)_3 1/8x12 G.L--- --- ---- --- --- - (E) 3 1/8x12_G.l_-- --- --- - -- -- --- --- - (E) 3 1/8x12_G.L_-- --- --- ---- -�/� - - - - � i = - - (N) 3 1/8x12 G.L. -�� (E) 3 1/8x12 G.L. ' � � � � � ii i ii i i (N) SEAT � _�� (E) SEAT Fe, � � � � � „ � SEE DETAIL 3/S1 -� � � � P RT1T ON ALL TY . __ (E) 3 1/8x12 G.L. �� � � - - - -- -- --- -- -- -- - - -- [MATCH (E)] I I -- --E)-3 1/8x12 G.L.-- --- ---- --- --- � i i � - � � � , I I � � � , I I ' 3 i ' ' , (E) 6x6 POST � � 2X 'S �s" o.c � designed by JOE s� ' ' � drawn by JOE � � , ; ' , (E 3 1,�Sx12 G. . , � � ; (E 3 1/8x12 G. (E 3 1/8x12 G. . 2 6' � 12' 0. . ; N 3 1 sx� c. . — � y _ checked by 2 SCALE: 3 4" = 1'-0" BQi (N 2x12 � i (N 2x12 �N 2X�2 � � � � issued S1 � 2x 's 16" O.0 1 ; ; � � ; ' s� -�Q• ; ; s� Q� (E) �/ x�2 c.�. LED ER � PERMIT 03/26/04 (N) 2x DECKING I I (N) 2x6 DECK JOISTS I I � E 1 x 1 2 G.L. L E D E R � i � ; - --- ---- --- - - - -----� � � I I � � � � � (N� 2 x D E C K I N G I I (N� �x 6 D E C K J O I S T S � (E) 1/ x 1 2 ��.L L E D ER � r----------------------------------------� i i � �-- -- -- -- _/— --- ---- --- --- �-L ---- --- --- ---- - — — — � � � 3 1 x1 G L. ED E ' � � (VERIFY SPAN N 6 -3 4"� THRU-BOLTS � _ � � I ( , -- --- --- ---- --- ------------- - -- ------ -- -- -- --- � I I I I (VER1=Y SPAN) ; , �- -- ------------------------------ -- -- -- -- --- -------------------------------------� L--- � I -------------------------------------- � � I � I 1 I I � I I I I I � � � � � VERIFY CONN. OF (E) LEDGER ; ; , � � I I ' (E) 1 x12 G.L. LED E R � ; TO (E) FRAMING i i � � 2x BLKG. PANEL = I I � - -- - ---- - ---- --- --- --- ---- --- --- ; , , ---- ----------------------------- � JOIST BRG, TYP. = N) 3 1/8x12 G.L. I � I 2x BLKG. PANEL � (E) 16)-3/4"� THRU-BOLTS i i J i i I I � � JOIST BRG, TYP. i i I _ -� � � � � � � � � cv =� � „ (E) 3 1/8x12 G.L. � � �N) 2x12 � � i N O R T i � _� 1/4 1� ASSEMBLY TO � � G E N E R H MATCH (E) _� CONPIECT (N) 2x12 TO G.�. W� ; ; A L D E � K FR A M I N G P LA N SCALE: , 4" = 1 �-o�� sheet �' _� ^ "� p =� (3) P,OWS OF 16d NAILS � 12" O.C. ' ' � � �- � i � I 3 �s" � � ; ' , PLAN NOTES: �- / I I � � , \ � I � � MATCH (E) � I (E) ix6 POST ; ; ; 1. POSTS BELOW ARE INDICATED: � � I I � K 2. NEW DECKING IS TREATED 2x6 HEM-fIR #2 OR BETTER 2 3/4" 3. WOOD BEAMS, EXCEPT HEADERS, ARE DROPPED UNLESS NOTED (FLUSH). 6 3 SCALE: 3/4" = 1'-0" � � SCALE: 3/4" = 1'-0" 4• "O" INDICATES CONNECTION TYPE - REF. S1 FOR SCHEDULE. S� S� 5. ALL DECK JOISTS ARE DOUGLAS FIR-_ARCH #2 OR BETTER (USE TREATED HEM-FIR #2 OR BETTER AT LOWER LEVEL). 6. (E) REFERS TO EXISTING CONSTRUCTION (------), (N) REFERS TO NEW CONSTRUCTION ( ). JOB # 0403-03 i ° f _ �