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<br /> GENERAL R�SIDENTIAL STRUCTURAL NOTES •� `
<br /> (The following-apply unless shown otherwise on the plans) I �S
<br /> CRITERIA 5196 NE SULLIVAN ROAD
<br /> BAINBRIDGE ISLAND,WA 98110
<br /> 1. ALL MATERIALS WORKMANSHIP, DESIGN,AND CONSTRUCTION SHALL CONFORM TO THE DRAWINGS, SPECIFICATIONS,AND THE 2015 INTERNATIONAL BUILDING CODE(IBC) INCLUDWG CITY OF SEATTLE (206)949-9497
<br /> MODIFICATIONS.
<br /> 3. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH ARCHITECTURAL DRAWINGS FOR BIDDING AND CONSTRUCTION. CONTRACTOR SHALL VERIFY DIMENSIONS AND CONDITIONS FOR DAVID@LITZLERSTUDIOS.COM
<br /> COMPATIBILITY AND SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES PRIOR TO CONSTRUCTION. ALL DIMENSIONS SHOWN ON THE STRUCTURAL DRAWINGS ARE INTENDED FOR REFERENCE ON�Y.
<br /> REFER TO ARCHITECTURAL DRAWINGS FOR ALL DIMENSIONS. SEAL
<br /> 4. CONTRACTOR SHALL VERIFY ALL EXISTWG DIMENSIONS, MEMBER SIZES,AND CONDITIONS PRIOR TO COMMENCING ANY WORK. ALL DIMENSIONS OF EXISTING CONSTRUCTION SHOWN ON THE STRUCTURAL �'..-
<br /> DRAWINGS ARE INTENDED AS GUIDELINES ONLY AND MUST BE VERIFIED. ,��� ���,�
<br /> 5. CONTRACTOR SHALL PROVIDE TEMPORARY BRACING FOR THE STRUCTURE AND STRUCTURAL COMPONENTS UNTIL ALL FINAL CONNECTIONS HAVE BEEN COMPLETED IN ACCORDANCE WITH THE PLANS. ��� �^
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<br /> 6. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SAFETY PRECAUTIONS AND THf METHODS,TECHNIQUES,SEQUENCES, OR PROCEDURES REQUIRED TO PERFORM THE WORK. THE STRUCTURAL ENGINEER " � -���'�';
<br /> ���� �
<br /> HAS NO OVERALL SUPERVISORY AUTHORITY OR ACTUAL AND/OR D4RECT RESPONSIBILITY FOR THE SPECIFIC WORKING CONDITIONS AT THE SITE AND/OR FOR ANY HAZARDS RESULTING FROM THE ACTIONS
<br /> OF ANY TRADE CONTRACTOR. THE STRUCTURAL ENGINEER HAS NO DUTY TO INSPECT, SUPERVISE, NOTE, CORRECT, OR REPORT ANY HEALTH OR SAFETY DEFICIENCIES OF THE OWNER, �1r�g,��{�1 g
<br /> CONTRACTORS, OR OTHER ENTITIES OR PERSONS AT THE PROJECT SITE.
<br /> O�j� COPYRIGHT 0 2018 LITZLER STUDIOS LLC
<br /> 7. CONTRACTOR-INITIATED CHANGES SHALL BE SUBMITTED IN WRITING TO THE ARCHITECT AND STRUCTURAL ENGINEER FOR APPROVAL PRIOR TO FABRICATION OR CONSTRUCTION. CHANGES SHOWN ON ���Q��,� G�5 n��RisHrsRESERVEo
<br /> SHOP DRAWINGS ONLY WILL NOT SATISFY THIS REQUIREMENT. �,0 Q�.P PROJECT NAME&ADDRESS
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<br /> 8. DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION. WHERE CONDITIONS ARE NOT SPECIFICALLY INDICATED, BUT ARE OF SIMILAR CHARACTER TO DETAILS SHOWN, SIMILAR DETAILS 3
<br /> OF CONSTRUCTION SHALL BE USED, SUBJECT TO REVIEW AND APPROVAL BY THE ARCHITECT AND THE STRUCTURAL ENGINEER. S�\1.� - - - - - - - - • - �— Q
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<br /> � 4x10, CONT. �
<br /> 9. ALL STRUCTURAL SYSTEMS WHICH ARE TO BE COMPOSED OF COMPONENTS TO BE FIELD ERECTED SHALL BE SUPERVISED BY THE SUPPLIER DURING MANUFACTURING, DELIVERY, HANDLING, STORAGE,AND i i
<br /> ERECTION IN ACCORDANCE WITH INSTRUCTIONS PREPARED BY THE SUPPLIER. i i O
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<br /> RENOVATION EXTENT OF PERGOLA i � n
<br /> 10. DEMOLITION: CONTRACTOR SHALL VERIfY ALL EXISTWG CONDITIONS BEFORE CQMMENCING ANY DEMOLITION. SHORING SHALL BE INSTALLED TO SUPPORT EXISTING CONSTRUCTION AS REQUIRED AND IN i JOISTS OVERHEAD � V
<br /> i �
<br /> A MANNER SUITABLE TO THE WORK SEQUENCES. EXISTING REINFORCING SHALL BE SAVED WHERE AND AS NOTED ON THE PLANS. SAW CUTTING, IF AND WHERE USED, SHALL NOT CUT EXISTING i i
<br /> REINFORCING THAT IS TO BE SAVED. DEMOLITION DEBRIS SHALL NOT BE ALLOWED TO DAMAGE OR OVERLOAD THE EXISTWG STRUCTURE. LIMIT CONSTRUCTION LOADING(INCLUDING DEMOLITION DEBRIS) � �
<br /> ON EXfSTING FLOOR SYSTEMS TO 40 PSF. i 4x8 JOISTS �i
<br /> i @ 24"O.C. �� � 0 M
<br /> a. ALL NEW OPENINGS THROUGH EXISTING WALLS, SLABS AND BEAMS SHALL BE ACCOMPLISHED BY SAW CUTTING WHEREVER POSSIBLE. OVERGUTTtNG AT CORNERS SHALL NOT BE PERMITTED. � � O
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<br /> b. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS AND LOCATION OF MEMBERS PRIOR TO CUTTING ANY OPENINGS. i � i m 00
<br /> c. SMALL ROUND OPENINGS SHALL BE ACCOMPLISHED BY CORE DRILLING, IF POSSIBLE. � O �
<br /> d. WHERE NEW REINFORCING TERMINATES AT EXISTING CONCRETE,THREADED BARS INTO THREADED EXPANSION INSERTS IN EXISTING CONCRETE SHALL BE PROVIDED TO MATCH HORIZONTAL i SKYLIFT RISER COLUMN, S1.1 i
<br /> REINFORCING, UNLESS OTHERWISE NOTED ON PLANS. i TYP. (4)PLACES i � W �
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<br /> 11. CONTRACTOR SHALL CHECK FOR DRY ROT AT ALL EXTERIOR WALLS, EXISTING TOILET ROOM FLOORS AND WALLS,AREAS SHOWING WATER STAINS,AND ALL WOOD MEMBERS IN BASEMENT AND CRAWL — - - - - - - - - - - - — — - - J -
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<br /> SPACES. ALL ROT SHALL BE REMOVED AND DAMAGED MEMBERS SHALL BE REPLACED OR REPAIRED AS DIRECTED BY THE STRUCTURAL ENGINEER. � � � � ~
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<br /> 12. CONTRACTOR SHALL VERIFY ALL EXISTING DIMENSIONS, MEMBER SIZES,AND CONDITIONS PRIOR TO COMMENCING ANY WORK. ALL DIMENSIONS OF EXISTING CONSTRUCTION SHOWN ON THE DRAWINGS i (2)2x8(E) (2)2x8(E) (2)2x8(E) ��i �
<br /> ARE INTENDED AS GUIDELINES ONLY AND MUST BE VERIFIED. THE CONTRACTOR SHALL BRING ALL CONFLICTS AND DISCREPANCIES TO THE ATTENTION OF THE ARCHITECT AND STRUCTURAL ENGINEER. - - - - - - �— I N W
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<br /> �- \ ---- ------ -------------- -------- -- -J M W
<br /> WOOD � � Q
<br /> 13. FRAMING LUMBER SHALL BE KILN DRIED OR MC-19,AND GRADED AND MARKED IN CONFORMANCE WITH WCLIB STANDARD GRADING RULES FOR WEST COAST LUMBER N0. 17, LATEST EDITION, FURNISH TO 4x10,CONT. � �
<br /> THE FOLLOWING MINIMUM STANDARDS. I
<br /> � I �JOISTS: WESTERN CEDAR N0. 1 (E)TRUSS @ 24" �
<br /> (2X,3X,AND 4X MEMBERS) MINIMUM BASE VALUE, Fb=725 PSI (E)EXTERIOR WALL OPENINGS SHOWN DASHED, TYP. � ' � I
<br /> O.C. � I � w � �
<br /> POSTS AND TIMBERS: DOUGLAS FIR LARCH N0. 1 Q
<br /> (6 X AND LARGER MEMBERS) MINIMUM BASIC DESIGN STRESS, Fb= 1,200 PSI, Fc= 1,000 PSI �
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<br /> PERGOLA FRAMING PLAN _
<br /> 2 SCALE: 1/4"= 1'-0"
<br /> REVISIONS
<br /> MARK DATE DESCRIPTION
<br /> POST ABOVE,TYP. (3)PLACES-CONNECT WITH SIMPSON CC46
<br /> 6x6 POST PT(E)
<br /> 6x6 POST PT(E) 6x6 POST PT(E) CONCEALED HANGER
<br /> 4x8�E, � . 4x8 PT�_ � �E�
<br /> 1/4"KNIFE PLATE ��• - •—{�---�--+-- —��- •—� �
<br /> SIMPSON CBT2Z . , . .6x10 PT�_ _ �� '� _6x10 PT�_ _ �� .
<br /> CONNECTOR,TYP. ( �ir =z�!� �ir �� ' (
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<br /> � � � � � ��� .
<br /> JOISTS PER PLAN- 2' -0"TYP.
<br /> 1 1/2" 1 1/2° ATTACH WITH 12" i I I
<br /> 1 1/2" 1 1/2" LONG TIMBERLOK I -- " I I ( I .
<br /> BEAM PER PLAN 12"TIMBERLOK SCREWS,TYP. I � I I I I I , I LITZLER STUUIOS PROJECT N0.
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<br /> SGREW @ 24"O.C. r� i � �� ' �� � ' � 2x12 PT � � 2x12 PT � • ' 20'�8.008.0'�
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<br /> @16"O.C. @16"O.C.
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<br /> ii ii i i n i ii - a i i � u n u • (E) . � (E) .
<br /> �- U } . � DRAWING SET
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<br /> II " � , � � , _ � � , � � , ' � � � � �' �' PERMIT
<br /> � � JOISTS PER PLAN N � � �', BEAM PER PLAN I I I I I I I ISSUE DATE
<br /> 5��Typ. 4x8 KNEE BRACE, TYP.- � I I I I I ' I
<br /> SKYLIFT ROOF RISER SEE ARCH. DETAIL FOR o ' POST PER PLAN
<br /> i SYSTEM-HARDWARE (4) 1/2" DIA. 1 PROFILE DIMENSIONS N � ' ' ' ' , � 11/29/2018
<br /> &ATTACHMENT PER THROUGH BOLTS � -�_ __ _�- 1"DIA. THROUGH BOLT, � �� I _ _ I 4x8 PT�_ I _ _ I _ 4x8�E��_ � SHEET NAME
<br /> MANUFACTURER � i i TYP. j i ' �
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<br /> BEAMSPLICE '� ,,� ,, �;. �.; �� -�- �� STRUCTURAL
<br /> ROOF TRUSSES(E) �� \ ��•
<br /> BLOCKING(E) \ `�"' � PT(E) NOTES,
<br /> WALL STUDS(E) 2"TYP. 1" NOTCH, TYP.
<br /> � PLANS, &
<br /> _ DETAILS
<br /> 4 PERGOLA CONNECTION AT SKYLIGHT RISERS 3 PERGOLA TOP MEMBER CONNECTIONS ,� DECK FRAMING PLAN
<br /> SCALE: 3/4"= 1'-0" SCALE: 3/4" =1'-0" SCALE: 1/4"= 1'-0" SHEET NUMBER
<br /> SDCI APPROVAL STAMP AREA
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<br /> � � S1 . 1
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<br /> L _ _ - _ _ _ _ J ORIGINAL SHEET SIZE IS 22"x 34"
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