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STRUCTURAL NOTES
<br /> GENERAL REQUIREMENTS ALUMINUM FRAMING GENERAL WOOD REMEDIATION GUIDELINES
<br /> BUILDING CODE&REFERENCE STANDARDS:The"International Building Code"(IBC),2012 Edition,as adopted and modified by the City of Everett, REFERENCE STANDARDS:Conform to: These guidelines outline provide ge�eral recommendations for the repair of untreated structural wood frame members that have limited wood decay and
<br /> Washington,governs the design and construction of this project. Reference to a specific section in the Code does not relieve the contractor from (1) AA ASM 35 and part 1A and 16 of"The Aluminum Design Manual." deterioration due to water infiltration. �
<br /> compliance with the entire materials reference standards noted below.The latest edition of the materials reference standards shall be used. (2) "Aluminum Standards and Data."
<br /> Temporary Shoring:Any structural framing suspect of collapse or indicating instability shall be shored immediately. Safety of the occupants,the
<br /> SCOPE OF STRUCTURAL WORK:The structural work includes design of guardrail connections to both deck types,and the design of structural repairs MATERIALS: construction labor and the building structure are of the first prioriry. In all cases the contractor is responsible to provide temporary shoring of the
<br /> to the deck framin and ad'acent wall framin . Extruded Shapes Aluminum Alloy 6005-T5 structure as required during the repair of deteriorated framing. I I �" ��
<br /> 9 � 9 GUARDRAIL STANCHION Bl'
<br /> Plates&Angles Aluminum Alloy 6061-T6 I �
<br /> DEFINITIONS:The following definitions apply to these general notes: Aluminum Bolts Aluminum Alloy 2024 T-4 Anod'¢ed Determine the magnitude of decay that penetrates into the structural framing members using a small flathead screwdriver or an awl as a test probe. OTHERS @ 4'-0"OC MAX
<br /> . "Structural Engineer of Record"(EOR)-The structural Engineer who is legally responsible for stamping 8�signing the sVuctural documents for Weld filler Materials Aluminum Alloy 5356 Expose the wood rot and decay to the fullest extent possible.Structurally competent wood should be resistant to the insertion of the tool. � � s�Q �
<br /> I I W � � O
<br /> the project.The EOR is responsible for the design of the Primary Structural System. �
<br /> • "Specialty Structural Engineer"(SSE)-A licensed professional Engineer,not the EOR,who performs specialty structural engineering services MISCELLANEOUS HARDWARE:(bolts,lag screws,nuts)shall be type 3041 or type 3161 stainless steel,and shall be isolated from contact with Remove all decay from the wood framing or structural member. I �
<br /> necessary to complete the structure who has experience and training in the specific specialty.The General Contractor,subcontractor,or supplier who is aluminum with non-conducting sleeves,coatings,or other approved mechanism. I I �MOU NT R BY OTHERS
<br /> - lements shall retain the SSE.Submittals shall be stam ed and signed by Wood Treatment:All structural framing that has had decay removed or has been exposed to significant moisture(with a moisture content above 19%)or I I
<br /> responsible for the design,fabrica6on and installation of specialty engineered e P
<br /> CONTACT:Aluminum surfaces in contact with dissimilar materials shall be provided with galvanic separation.All aluminum components in contact with is currenUy wet should be treated for both 1.one-time surface growth cleaner and 2.to limit future growth. A good surface treatment cleaner to kill �
<br /> the SSE.Documents stamped and signed by the SSE shall be completed by or under the direct supervision of the SSE with a PE or SE license issued l I
<br /> by the State of Washington. concrete shall be coated with an asphalt-based epoxy,such as"hi-mil sher-tar epoxy"by Sherwin-Williams,or approved equal. surface growth should include a 50/50 water/bleach mixture that is spray or roller applied. A second treatment for a longer term fungicide and growth � `�
<br /> mittal is en ineerin work to be desi ned-b -others or bidder-desi ned. inhibitor should then be applied. A wood preservative treatment such as the Woodlife Coppercoat should be generously applied by brush or roller in � � � '� �
<br /> • "Deferred Submittals-Deferred Sub g g 9 Y 9 �
<br /> WELDING:Conform to AWS D1.2"Structural Welding Code".Welders shall be certified in accordance with AWS requirements.When fillet weld size is accordance with the recommendations of the manufacturer. I I � �'
<br /> NOTE PRIORITIES:Notes on the individual drawings shall govern over these general notes. not indicated,provide maximum weld size of the material thickness in accordance with the latest edition o the"Aluminum Design Manual"by the I I :
<br /> aluminum association. Surface Growth: Framing members that have not experienced decay and are structural competent based upon test probing,but exhibit surface growth � � � � z '
<br /> SPECIFI�ATIONS:Refer to the contract specifications for information in addition to that contained in these notes and the structural drawings. may remain in place provided that the mold is removed through chemical treatment. � � �� q' � �� ��,����`
<br /> WOOD FRAMING I I � �y � ���'��
<br /> Replacement:Framing members that require removal and replacement based on the criteria below shall be replaced with new wood framing per the
<br /> STRUCTURAL DETAILS:The structural drawings are intended to show the general character and extent of the project and are not intended to show all - - -
<br /> f th work. REFERENCE STANDARDS:Conform to: WOOD FRAMING section of the General Structural Notes. Framing with exterior exposure andlor in contact with concrete shall be pressure-treated.All �°,� � �� �� �� � �� �'°, �
<br /> details o e � // / �/
<br /> (1) IBC Chapter 23"WOOD." metal hardware and fasteners in contact with pressure treated lumber be stainless steel Type 316L. At the Owner's risk and discretion,hot-dipped
<br /> alvanized metal hardware and fasteners may be investigated for use in lieu of stainless steel provided that the finish has a minimum zinc content of at �
<br /> ARCHIT�CTURAL DRAWINGS:Refer to the Architectural drawings for information including,but not limited to:dimensions,elevations,slopes,door and (2) NDS and NDS Supplement-"National Design Specification for Wood Construction." g - - � �/
<br /> window o enin s,non-bearin walls,curtain walls,stairs,elevators,curbs,drains,depressions,railings,waterproofing,finishes and other nonstructural least 1.85 oz./SF and its use is coordinated by the Contractor and Wood Supplier for the expected environment and moisture exposure for appropriate i '''��
<br /> p 9 9 use based on the method of reservative treatment of the wood.
<br /> items. IDENTIFICATION:All sawn lumber and pre-manufactured wood products shall be identified by the grade mark or a certificate of inspection issued by the P 1" TYP 1" TYP
<br /> certifying agency. SEAL:
<br /> STRUCTURAL RESPONSIBILITIES:The EOR is responsible for the strength and stability of the Primary Structure in its completed state. Special Conditions:Where questions arise regarding the extent of deterioration or the mitigation,the structural engineer will make the final determination. MI N M IN
<br /> MATERIALS: For unique conditions and areas of significant deterioration the structural engineer is to be contacted to assist in generating detailed recommendations.
<br /> CONTRACTOR RESPONSIBILITIES:The contractor is responsible for the means and methods of construction and all job related safety standards such �$$ A D18�
<br /> as OSHA and WSHA.The contractor is responsible for the strength and stability of the structure during construction and shall provide temporaiy shoring, Sawn Lumber:Conform to grading rules of WWPA,WCLIB or NLGA.Finger jointed studs acceptable at interior walls only. Project and Framinq Specific Recommendations �p� WAS�j�l.�,
<br /> bracing and other elements required to maintain stability until the structure is completed.It is the contractor's responsibility to be familiar with the work
<br /> required in the construction documents and the requirements for executing it properly. Member Use Size Species Grade Studs
<br /> Studs 2x4,3x4,2x6,3x6 HF No.2 Minor deterioration on the surface of the stud(up to 3116"deep)will require removal of the surface rot through a mechanical effort treated with an �yP I CAL
<br /> DISCREPANCIES:In case of discrepancies between these general notes,the contract drawings and specifications,and/or reference standards,the Sill Plates 2x4,3x4,2x6,3x6 P.T.HF No.2 appropriate fungicide and with a wood preservative.The addition of a matching stud nailed alongside(sistered)with 10d(0.148"-diameter x 3"-long)
<br /> Engineer shall determine which shall govern.Discrepancies shall be brought to the attention of the Engineer before proceeding with the work. Posts 4x4,4x6,4x8 HF No.2 common nails @ 12"oc.may be necessary to achieve a plumb surface for proper nailing of sheathing and wallboard. G UAR D RAI L STAN C H I O N FAC E M O U NT B RAC KET
<br /> � f r d�ustment in the Contract Price. 3�445
<br /> Accordingly,any conflict in or between the Contract Documents shall not be a basis o a � Joists 2x6-2x12 HF No.2
<br /> Beams 4xe--4x12 DF No.2 Siqnificant deterioration to the stud(more than 3116"deep by up to one-quarter of its length)requires sistering or the removal and replacement of the 4 �Fci STER�-°ti
<br /> SITE VERIFICATION:The contractor shall verify all dimensions and conditions at the site prior to fabrication andlor construction.Conflicts between the Beams 6x8--6x12 DF No. 1
<br /> deteriorated stud.All abutting framing,whether wet or not is to be treated with an approved wood preserva6ve.All studs with significant deterioration at SCALE:3° = 1'-0" �SIaN� �
<br /> drawings and actual site conditions shall be brought to the attention of the Engineer before proceeding with the work. All underground utilities shall be Posts 6x6,Sx8 DF No.1 holdowns must to be addressed by the structural engineer on a case-by-case basis.If studs are removed and replaced at a double-sided shearwall(ie:
<br /> determined by the Contractor prior to excavation or drilling. plywood on interior and exterior faces), 10d(0.148"-diameter x 3"-long)common shearwall sheathing nails must be added to new studs from the interior,
<br /> Wood Structural Sheathing(Plywood):Wood APA-rated structural sheathing includes:all vene�r plywood,oriented strand board,waferboard, to match existing nail size and spacing.
<br /> ADJACENT UTILITIES:The contractor shall determine the locations of all adjacent underground utilities prior to excavation or pile placement. My u6lity pa�icleboard,T1-11 siding,and composites of veneer and wood based material.Conform to Product Standards PS-1-95 and PS-2-92 of the U.S.Dept.
<br /> information shown on the drawings and details is approximate and not necessarily complete. of Commerce and the American Plywood Association(APA) Top and Bottom Plates T RAILING
<br /> Replace all plates at bearing walls andlor shearwalls which show signs of deterioration with new material.All framing lumber in contact with concrete
<br /> DESIGN CRITERIA Minimum APA Ratinq shall be replaced with treated framing with an approved wood preservabve. The degree of visible deterioration alone should not determine whether a �
<br /> Location Thickness Span Ratinq Plywood Grade Exposure plate is to be replaced since the plate can trap water between surfaces where it is not readily visible.If decay is suspected,subsurface explorations GUARDRAIL STANCHION BY � �/'�
<br /> CONSTRUCTION LOADS: Loads on the sUucture during construction shall not exceed the design loads or the capacity of the partially completed Floor 23132"T8G 24 OC Sturd-I-Floor 1 should be performed or the plate should be removed and replaced. OTHERS @ 4'-0"OC MAX � �+�
<br /> construction. Walls 15132" 32116 C-D 1 �
<br /> Splice Sill plates to concrete by butting members together and strapping across the joint with a Simpson LSTA24 strap.Provide a minimum of two 5/8" _
<br /> 2 ROWS OF EDGE NAILS z
<br /> SNOW LOAD: The roof snow load is determine by using Chapter 7 of ASCE 7-10 in accordance with IBC Sec6on 1608 and with the following factors:
<br /> Joist Hanqers and Connectors:Shall be Simpson Strong-Tie Company Inc.as specified in their latest catalogs.Altemate connectors by other diameter anchor bolts in each section of the bottom plate. Provide one bolt within 12"of each end of the sill plate and provide a maximum bolt spacing O �
<br /> manufacturers may be substituted provided they have current ICC approval for equivalent or greater load capacities and are reviewed and approved by of 48"on center. . An acceptable retrofit anchor bolt is a 518"-diameter x 8"-long Simpson TITEN HD with a 3x3 plate washer. Site specific conditions z X w
<br /> Minimum roof desi n load 25 sf without drift the EOR prior to ordenn g.Connectors shall be installed per the manufacturer's instructions.Where connector straps connect two members,place 1l2 of should be reviewed by the structural engineer. 8d @ 4"OC @ BLOCKING i � � � �
<br /> 9 P � �
<br /> the nails or bolts in each member.Provide washers under the heads and nuts of all bolts and lag screws bearing on wood.Unless noted otherwise all Q
<br /> nails shall be full length common. Nail straps to wood framing as late as possible in the framing process to allow the wood to shrink and the building to Top and Bottom Plates at shearwalls that are replaced are to be strapped to adjacent plates witfi a minimum Simpson LSTA24. Stagger the splice (N) �/2" ACX PER ARCH = `l� `
<br /> LIVE LOADS: location of the double top plates. New sections of top and bottom plates should be plate nailed to the rim joist with 16d(0.161"-diameter x 3.5"-long) � = 1 � �
<br /> Balconies and Decks 1.5 X occupancy served settle.
<br /> Residential Floor 40 PSF nails at 4"(minimum,or to match existing)on center. If top and bottom plates are removed and replaced at a double-sided shearwall(ie:plywood on 3 �
<br /> N " APA RATED PLYWOOD SHEATHING i � Z Q
<br /> Nails and Staples:Conform to IBC Sec 2303.6"Nails and Staples."Unless noted on plans,nail per IBC Table 2304.9.1.Unless noted otherwise all nails intenor and exterior faces), 10d(0.148"-diameter x 3"-long)common shearwall sheathing nails must be added to the sheathing at new studs from the � � �4 �
<br /> Baicony Railing&Guardrails(Commercial) 50 PLF OR 200#(TOP RAIL) W/ 10d @ 6"OC EDGE & 12"OC FIELD �
<br /> Balcon Railin s&Guardrails Com nents 50 PSF(12"x12"SQR.)(2) shall be common.Nail sizes specified on the drawings are based on the following specifications: interior,to match existing nail size and spacing. Site specific conditions should be reviewed by the structural engineer. ^
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<br /> Size Length Diameter Perimeter Headers and Rim Joists I � � �
<br /> (2)Component reactions need not be combined with top rail loadings. Minor deterioration on the surface of the rim joist or header(up to 3/16"deep)will require removal of the deteriorated portions,treating the retained �T/SHEATHING T/(E) DECK Q � r n �
<br /> 8d 2-112" 0.131"
<br /> SUBMI`�TALS 10d 3" 0.148" material with a fungicide,an approved wood preservative and infilling the voids as required. � �/ W
<br /> 12d(16d sinker) 3-1I4" 0.148" �
<br /> 16d 3-112" 0.162" Significant deterioration to the rim joist or header(more than 3116"into any surface)requires removal and replacement of the deteriorated member. + + I � � U � w w
<br /> SUBMIT i ALS:Shop Drawings shall be submitted to the ArchitectlEngineer prior to any fabrication or construction for all structural items as noted below. + ,+ >
<br /> h individual material sections for s ecific information re uired for the submittal. Consult the structural engineer for specific cases with limited area.All abutting framing,whether wet or not is to be treated with an approved wood (E) DECK JOIST� .- � �
<br /> Allow one-week for Engineer review time.Reference t e p q preservative.New section of rim joist should be plate nailed to the at the top and bottom plates with 16d(0.161"-diameter x 3.5"-long)nails at 4" + i z w
<br /> Lag BoItslBolts:Conform to ASTM A307.
<br /> ho drawin stam on the submittal before forwardin to the En ineer.Submittals shall be made in time to (minimum,or to match existing)on center. � _ � Q � O w
<br /> The conGactor shall review and place a s p g p 9 g NAILING REQUIREMENTS:Provide minimum nailing in accordance with IBC Table 2304.9.1 "Fastening Schedule"except as noted on the drawings. (4) 10d EACH BLOCKING� \� Q �
<br /> provide a minimum of one week for review by the Engineer.Additional submittals required for this project are specified in the specific sections.
<br /> Nailing for rooflfloor diaphragmslshear walls shall be per drawings.Nails shall be driven flush and shall not fracture the surface of sheathing. Built-Up Headers:In locations where the deterioration is limited to the exterior member of built-up headers,the removal and replacement of only the BRACKET PER 4/S-1 W/ M O
<br /> If the shop drawings differ from or add to the design of the Structural drawings,they shall bear the seal and signature of the Washington State exterior member is acceptable.The entire length of the header section of the member is to be removed and replaced. (Do not splice)
<br /> STANDARD LIGHT-FRAME CONSTRUCTION:Unless noted on the drawings,construction shall conform to IBC Sec 2308"Conventional Light-Frame (4) 3/g"�x6" S.S. I�,G ��J �
<br /> Registered Professionai Engineer who is responsible forthe design. 2x 10 B�OCKING @ 24"OC�
<br /> Construction"and IBC Sec 2304"General Construction Requirements." Solid Sawn Floor Joists and Beams SCREWS-TO-(E) RIM Q
<br /> ALTERNATES: Alternates for specified items may be submitted to the Engineer for review, Minor deterioration on the surface of the joist or beam(up to 3116"deep)will require removal of the deteriorated portions,treating the retained material �
<br /> (1) Wall Framing(Unless noted otherwise on plans and details)F'rovide(2)bundled studs min at wall ends and each side of all openings.All solid with a fungicide,an approved wood preseroative and infilling the voids as required. 4x 10 BLOCKING @ GUARDRAIL STANCHION FASCIA & PANEL PER ARCH �
<br /> SHOP DRAWING REVIEW:Review by the Architect/Engineer is for general compliance with the design concept and the contract documents.
<br /> sawn lumber headers shall be supported by a minimum of(1)trim and(1)king stud and all glulam or engineered wood headers by(2)tnm and(2) W/ (8) �/4"�x4�/2" SDS EACH END,
<br /> kin studs.At framed walls,all solid sawn lumber beams shall be supported on a minimum of(2)bundled 2x studs and all glulam or engineered Significant deterioration to the joist or beam(more than 3/16"into any surface)requires removal and replacement of the deteriorated member. Consult JOIST-TO-BLOCKING (E) 2x 10 RI M BEAM
<br /> Dimensions and quantities are not reviewed by the EOR,and therefore,must be verified by the General Contractor.Markings or comments shall not be 9
<br /> construed as relieving the contractor from compliance with the project plans and specifications,nor departures therefrom.The conVactor remains wood beams on a minimum of(3)bundled 2x studs.Stitch-nail bundled studs with(2)10d @ 12"OC.Provide solid blocking thru floors to supports the structural engineer for specific cases with limited area.AII abutting framing,whether wet or not is to be Ueated with an approved wood preservative.
<br /> responsible for details and accuracy;for confirming and correlating all quantities and dimensions;for selecting fabrication processes;for techniques of below for bearing walls and posts.
<br /> assembl ;and for performing work in a secure manner.When shop drawings(component design drawings)differ from or add to the requirements of the Plywood Floor Roof and Wall Sheathinq and Gypsum Wall Sheathing
<br /> Y
<br /> 2 RooflFloor Framing:(Unless noted otherwise on plans and details)Provide double joists around all roof/floor openings.Multi-joists/rafters shall be Deteriorated Floor and Roof Sheathing shall be removed and replaced in minimum 4-ft x 4-ft sections.Provide blocking at new sheathing edges,and nai
<br /> Structural drawings they shall be designed and stamped by the responsible SSE.Allow one week for Engineer review time. � �
<br /> stitch-nailed together with(2)10d @ 12"OC.Provide roof sheathing edge clips centered between framing at unblocked plywood edges.All floor both new and existing sheathing to the blocking. Nail sheathing with 8d(0.131"-diameter x 2.5"-long)nails at 6"on center at all edges and 12"on center �P I CAL G UAR D RAI L STAN C H I O N W ITH LAN D I N G
<br /> DEFERRED SUBMITTALS:Per IBC Section 107.3.4.1,drawings,calculations and product data for the design and fabrication of items that are sheathing shall have tongue and groove joints or be supported by solid blocking.Allow 1/8"spacing at all panel edges and ends of roof/floor at field framing. _
<br /> sheathing.Roof/floor sheathing shall be laid face grain perpendicular to framing members. PROJECT#: 1 -
<br /> designed-by-others shall bear the seal and signature of the Washington State Registered Professional Engineer(SSE)who is responsible for the design J O I STS P�RALLE L TO R I M B U I LD I N G S A - K DRAWN BY: JJW
<br /> n ek for En ineer review time. Deteriorated Wall Sheathing shall be removed and replaced in minimum 4-fbc4-ft sections. The new and existing sheathing shall be nailed to new
<br /> and shali be submitted to the Architect and the building department for review prior to fabrication.Allow o e we 9 M I TURE CONTENT:Wood material used for this ro'ect shall have maximum moisture content of 19%except for the pressure-treated wood sill plate. blocking at all panel edges to match the stud depth at the sheathing edges. Nail plywood sheathing with 10d(0.148"-diameter x 3"-long)common
<br /> 0 S p � DESIGNED BY: MKW
<br /> shearwa�l sheathing nails,to match existing nail size and spacing. Where sheathing edge nail spacing cannot be determined from existing drawings or SCALE:N.T.S. DATE: DESCRIPTION
<br /> Design shall be prepared by the SSE and submitted to the Architect and EOR for review prior to submission to the Jurisdiction for approval.The SSE
<br /> SSE.Review of the SSE's sho drawin s is PRESERVATIVE TREATMENT:Wood materials are required to be"treated wood"under certain conditions in accordance with IBC Sec 2304.11 existing conditions,use at minimum 10d common nails at 3"on center for floors 1 and 2,and 10d common nails at 4"on center for oors an .
<br /> shall submit to the Engineer for review calculations and shop drawings that are stamped and signed by the p 9 "Protection against decay and termites".Conform to the appropriate standards of the American Wood-Preservers Association(AWPA)for sawn lumber, 03.02.2016 BID SET
<br /> for general compliance with design criteria and compatibility with the design of the primary structure and does not relieve the SSE of responsibility for
<br /> that desi n.All necessa bracing,ties,anchorage,and proprietary products shall be furnished and installed per manufacturer's instructions or the SSE's glued laminated timber,round poles,wood piles and marine piles.Follow American Lumber Standards Committee(ALSC)quality assurance procedures. 03.04.2016 P
<br /> g ry Products shall bear the appropriate mark.
<br /> design drawings and calculations.The design of the connection to the primary structure is the responsibility of the supplier and SSE. Submitted
<br /> calculations are for cursory review only and will generally not be returned. Deferred submittals include but are not limited to the following:
<br /> METAL CONNECTORSIPT WOOD: All metal hardware and fasteners in contact with pressure treated lumber shall be stainless steel Type 316L.At the T RAILING
<br /> Handrails&Guardrails
<br /> Owner's risk and discretion,hot-dipped galvanized metal hardware and fasteners may be investigated for use in lieu of stainless steel provided that the
<br /> NON-STRUCTURAL COMP�NENTS:Design,detailing and anchorage of all nonstructural components shall be in accordance with ASCE 7-10,Chapter finish has a minimum zinc content of at least 1.85 ozISF and its use is coordinated by the Contractor and Wood Supplier for the expected environment
<br /> 13 and the project specifications.Nonstructural components designed by others shall not induce torsional loading into supporting steel structural and moisture exposure for appropriate use based on the method of preserva6ve treatment of the wood.
<br /> members without additional bracing of those members to eliminate torsional forces. Torsional bracing shall be designed by the nonstructural component
<br /> designer and approved by the Engineer.Anchorage to the primary structure is per the bidder-design contractoror supplier. GUARDRAIL STANCHION BY
<br /> OTHERS @ 4'-0"OC MAX =
<br /> �, JURISDICTIONAL STAMP:
<br /> TESTS 8�INSPECTIONS
<br /> INSPECTIONS:All construction is subject to inspecUon by the Building Official in accordance with IBC Sec 110.The contractor shall coordinate all (2) ROWS OF EDGE NAILS� w � �
<br /> required inspections with the Building Official.Submit copies of all inspection reports to the ArchitecUEngineer for review.The Building Official may
<br /> accept inspection of and reports by approved inspection agencies in lieu of Building Official's inspections.The contractor shall obtain approval of Building N ^
<br /> Official to use the third-party inspection agency and contractor shall alert the ArchitecUEngineer as such. (N) �/2" ACX PER ARCH � ��
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<br /> STATEMENT OF SPECIAL INSPECTIONS;In addition to the inspections required by IBC Sec 110,Special Inspectors shall,in accordance with IBC Sec (N) 3/4° APA RATED PLYWOOD SHTG W/
<br /> 1705.The registered design professional in responsib!e charge shall prepare a statement of special inspections in accordance with Section 1704.3.1 for
<br /> submittal in accordance with Sec 1704.2.3.The Special Inspector shall be hired by the Owner as an independent third-party inspector to perform the 10d � 6"OC EDGE & 12"OC FIELD N
<br /> �
<br /> inspections listed below. The contractor is responsible for scheduling the inspections,per the city/Building Official requirements.
<br /> �K T/SHTG T/(E) DECK
<br /> 1kWood
<br /> Diaphragms:Continuous inspection during field gluing operations.
<br /> +
<br /> Periodic verifica6on of moisture content of wood studs,plates,beams and joists. ;
<br /> Special Gases
<br /> + + ;' : � � � SHEET TITLE:
<br /> Continuous inspection of post-installed anchors during grouting of anchors and reinforcing bars.
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<br /> PREFABi�ICATED CONSTRUCTION:All prefabricated construction shall conform to the inspection requirements of the same material or construction
<br /> STRUCTURAL
<br /> type usecl for this project. _
<br /> �"� BRACKET PER 4/S-1 W� GENERAL NOTES
<br /> (E) 2x10 QECK JOISTS (4) 3/g"�x6" S.S. LAG & DETAILS
<br /> SCREWS-TO-(E) RIM
<br /> 4x10 BLKG � GUARDRAIL STANCHION W/ FASCIA & PANEL PER ARCH
<br /> (8) �/q"�x4�/Z" SDS EA END, (E) 2x10 RIM JOIST
<br /> JOIST-TO-BLKG SHEET NUMBER:
<br /> TYPICAL GUARDRAIL STANCHION WITH DECK
<br /> JOISTS PERPENDICULAR TO RIM - BUILDINGS A - K 12
<br /> S- 1
<br /> SCALE:N.T.S.
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