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Home My WebLink AboutB13-0516 plans approved � �dil ` -�� --�-r.r� -.,-'°,- , Town of 1�a�1 � � �� ' �`` ��}��, Q�� OPY � ��:�4 ��f�� ( ��000�m�� Qo�� . V r�� A�� 6v�� 0 '�O �� • a � �� P n A I • � �� uD aa '4 �• �+ ? � ..s � o� W�T6CHTIMIBER OKOSCR WDS �`s/ON��.E��\� Q � ;< f p�. D E S I G N C R I T E R I A: Co lum bine Nor t h Dec k Repair-E 3 J O B #1 3 1 2-O S TYP. ` J ° � � \ oo m Existing Deck is roted for 50 psf Live Load - Provide placard as indicated on s2. 01/23/2013 `� � "° � .m Deck Dead Load ------------------------------------ 10 psf � xo Wind (3 Second Gust) -------------------------------- 90 mph (Exp. B) � ` �� "%/// ;/�j: � � o> Seismic Design Category ------------------------------- EXEMPT Y�� '� j � /.� IBC/IRC Edition ------------------------------------ 2012 �' SPECIAL INSPECTIONS: \ � a. No special structural inspections are required. Periodic observations of construction by the �, a structural engineer are not considered to be speciol inspections. W ' � NEWELL POST � STRUCTURAL WOOD FRAMING: � I � a � a. Ali 2" nominal lumber shall be Douglos Fir-Larch #2 and better. � � � � b. Bolts used for wood framing connections shall be instolled with stondord woshers and nuts. � W � ,.., Q � � GENERAL REQUIREMENTS: � � � p a. Structural erection and brocing: The structurol drowings illustrate the completed structure I � � I� I � EXSTG. FRAMING � 2 � with all elements in their final positions, properly supported and braced. The controctor, in i � 2x6 DECKING � I / � z O the proper sequence, shall provide shoring and bracing as may be required during construction � � `� � x O to ochieve the finol completed structure. Contoct structurol engineer for consultotion (not in � I�� % _ � c`'a C� contract) as required. _ % '%,% � � u w b. Construction ractices: General contractor is res onsible for means, methods, techni ues, \ I � � / a P P 9 ADD 2x4 R IF 4' / �„�' _ ��/ /� / ' / �`I W � d s e q u e n c e s a n d p r o c e d u r e s f o r c o n s t r u c t i o n o f t h i s p r o j e c t. N o t i f y s t r u c t u r a l e n g i n e e r o f M A X. O P N G. I S N O T � ' ' ��'% / � �� I_ � � � omissions or conflicts between the working drawings and existing conditions. Coordinate MET AT ANY GIVEN � � j� '—� � requiremen ts for mec honica l/e lec trica l/p lum bing pene tra tions t hroug h s truc tura l e lemen ts wi t h pp�NT OF DECK. z I I �I / � structural engineer. Jobsite sofety is the sole responsibility of the contractor. All methods � � SISTER NEW JOIST � � EXSTG. CANT. � used for construction shall be in accordance with the lotest editions of the I B C/I R C. =� P E R P L A N � DECK JOISTS � c. All waterproofing ond flashing is the responsibility of the architect and contractor. \ I `— (2)-3/a"� THRU-BOLTS, TYP. a d. It is the responsibility of the contractor to contoct the structural engineer at the appropriate Q time to perform site observation visits. Observation visits to the jobsite by the engineer are � for determination of general conformance with the construction documents and shall not be construed as inspection. 1 SCALE: /a = 1'-0" MTN e. Though every effort is mode to provide a complete ond cleor set of construction documents, 3 �o.nnbyby MTN discrepancies or omissions moy occur. Release of these drawings anticipates cooperation and S� °nKk�°Y TDH continued communication between the controctor, architect and engineer to provide the best iswed possible structure. These drowings have been prepored for the use of a qualified contractor PERMiT O7/23/74 experienced in the construction techniques and systems depicted. � f. Existing structures: Contractor sholl be responsible for verifying dimensions, elevations, framing, foundation and anything else that may affect the work shown on the drowings. � Underpinning, shoring and bracing of existing structures sholl be the responsibility of the � (� � � � � � contractor. D �� , MAR � t �1�14 � AIL � 1 � , TOWN OF V __ - � JOB 1312-OS � i • -ur� � .s�o 0 4 .�y' '�� =Q�g,DQ fi�'��'�;�� aoomo, �'� c'°`�°`°� oQO��. ��`= `� � A� �� (� '��'�'�i"' '�`�� _ � — � � . � . o � _� � �� a ��s'► m P � I � � /� �� ¢",�4 oe�a� ��•��. i 0 a t/ r , «o a� G,�' � a p x ' .��NAI.E� � � o: � I � Zo i 01/23/2013 � u m o N O T E: P L A C A R D S H A LL B E P O S T E D � � � %_ INDICATING LIVE LOAD OF 50psf I I I� I Y ° d> FOR THIS DECK FRAMING PER 2012 IBC SECTION 3404.3.1. i � i il --(vSF j JOISTS '-' � � w I � � I � I � SISTER NEW 2x8 TO EXSTG. � EXSTG. JOISTS � I I %� 2x8's w/ (2)-lOd NAILS @ (V.I.F.) �-� j I I � 12" O.C. (STAGGERED). � � � - � -�- � ! -�- � - � - � ` �- � - � �� - � - � - II- � - � �� I- - � - W v � � �' T'�, I '� I �I 1�f I � � Q z � EXSTG. BLDG. OUTLINE � SISTER NEW 2x8 TO EXSTG 2x8's @ � ao I!� �� \�-EXSTG. BLDG. OUTLINE � � 1 6" O.C. w/ (2)-1 0 d N A I L S Q 1 2" O.C. - '�' ,.,.., Q N N z REPLACE 2x6 (STAGGERED). � o � ; � [� � DECKING _ I � I � I �n w �I i w z o '� z z/-- SIMPSON L50, TYP. Q+ x a � i � I i � I I � O I � � m I I I � L J J J � W ; , , NEW 2x8 „_, „a� � II � � ' � � � W i� d � � S —O � � � ATTACH RIM TO JOIST ENDS w/ � � 6" TIMBERLOK SCREW, TYP. S1 � SISTER NEW 2x8 RIM TO EXSTG. � 2x8 w/ (3)-10d NAILS @ 16" a O.C. (STAGGERED). ��Y P� O � DECK PLAN designed by MTN N O R T H drorn by MTN theckM by TDH DECK 8c ENTRY � RAMING P �AN SCALE: 1 4" = 1 �- 0�� PER�TO„z3„4 PLAN NOTES FOR NEW FRAMING: 1. EXISTING CONSTRUCTION IS INDICATED THUS ( ), NEW CONSTRUCTION IS INDICATED THUS ( ). �,«� , � � JOB 1312-05