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GENE
<br />These plans are intended for use by only knowledgeable licensed contractors familiar with
<br />all applicable building codes and other governmental requirements, and able and willing to
<br />provide workmanship and materials of high quality. They shall be interpreted so as to
<br />incorporate all applicable building codes and other governmental requirements. All ambiguities
<br />and doubts shall be resolved, unless the Engineer Of Record specifies otherwise in writing, in
<br />favor of the construction or material of the highest quality.
<br />Written information and dimensions shall take precedence over graphic information.
<br />Do not scale drawings.
<br />All dimensions are to take precedence over scale shown on plans, elevations, sec—
<br />tions and details.
<br />Any discrepancies on the plans or any deviations from the plans which are necessi—
<br />tated by field conditions or any condition different from those indicated on the
<br />plans, shall be called to the attention of the Engineer Of Record prior to contin—
<br />uing construction. All work is to be coordinated so that cooperation between the
<br />trades, where required, is accomplished.
<br />The Builder shall take full and final responsibility for constructing a final product of appropriate
<br />quality and serviceability consistent with the information and requirements contained in the
<br />construction documents or reasonably inferable therefrom, and/or contained in the requirements
<br />of any governmental entity with jurisdiction over the project; and in this regard the Builder
<br />shall take full responsibility for all construction means, methods, techniques, sequences or
<br />procedures including without limitation demolition, excavation and erection procedures; for
<br />safety precautions and programs in connection with the project; and for the timeliness or
<br />quality of all the work performed pursuant to this agreement. In this regard, the Builder
<br />shall indemnify to the fullest extent allowed by law the project's design team, and their
<br />respective officers, directors, principals and employees, of and from any and all claims,
<br />liability and/or losses which are caused or contributed to by the failure of the builder to
<br />honor these obligations, including even liability claims and/or losses involving any indemnities'
<br />actual or alleged active negligence or design defects, and excluding only any indemnity's
<br />sole negligence or willful misconduct.
<br />DISCREPANCIES
<br />The Contractor shall compare the structural drawings with the existing site configurations and
<br />architectural drawings. All discrepancies shall be reported to the Engineer Of Record and
<br />the Owner for proper adjustment before proceeding with the work.
<br />OMISSIONS
<br />In the event that certain features of the construction are not fully shown on the
<br />drawings or called for in the general notes, then their construction shall be of the
<br />some character as for similar conditions that are shown or called for.
<br />CODES
<br />All materials and workmanship shall conform to the California Building Code 2022 Edition
<br />and all applicable local codes and ordinances.
<br />FASTENER TREATMENT: AS REQUIRED BY THE PRESERVATIVE MFR
<br />Hardware and Fasteners in contact with preservative —treated wood shall be approved by the
<br />preservative treatment manufacturer, including: silicon bronze or copper, stainless steel or
<br />hot —dipped zinc —coated steel and shall be as recommended by the preservative treated lumber
<br />manufacturers. Silicon bronze, copper and stainless steel fasteners are acceptable for all
<br />ground contact and moisture situations. Hot —dipped zinc —coated nails may be used for
<br />basement and crawl space wall construction where polyethylene sheeting is applied to the
<br />below —grade portion of the exterior wall and for wood basement floor construction, provided
<br />the polyethylene sheeting is placed in accordance with the 2022 CBC. Other types of steel or
<br />metal fasteners shall be permitted only if adequate comparative tests for corrosion resistance,
<br />including the effects associated with the wood treating chemicals, indicate an equal or better
<br />performance. Zinc —coated fasteners shall be coated after manufacture to their final form,
<br />including pointing, heating, threading or twisting as applicable. Electroga Ivan ized nails or staples
<br />and hot —dipped zinc —coated staples shall not be used. Framing anchors shall be of
<br />hot —dipped zinc —coated A-446 Grade A steel. Exception: Where approved, fasteners used in
<br />contact with preservative— treated wood products when not below grade or exposed to weather.
<br />NAI
<br />Minimum connection of wood members shall be in conformance with 2022 CBC Table No.
<br />2304.10.1. All nails to be common wire round head nails per ASTM F 1667,
<br />U.O.N. Nails in exterior applications shall be corrosion resistant. See below for minimum
<br />nails sizes. Where nails tend to split wood, predrill holes 7/8 nail diameter. Nailing not
<br />shown in the drawings or noted in the above reference shall be at least two nails at all
<br />contact points using 8d thru 1 x minimum and 16d thru 2x material.
<br />FRAMING NAILS
<br />Size Diameter Length Gauge Head Size Comments
<br />8d 0.131 in 2 1 2 in 10.25 9 32 in
<br />10d 0.148 in 3 in 9 5/16 in
<br />12d 0.148 in 3 1 /4 in 9 5/16 in
<br />16d 0.162 in 3 1 /2 in 8 11 /32 in
<br />SHEATHING NAILS
<br />Size Diameter Length Gauge Head Size Comments
<br />8d 0.131 in 1 7 8 in 10.25 9 32 in 3 8 in Sheathing
<br />10d 0.148 in 2 1 /4 in 9 5/16 in 1 /2 in Sheathing
<br />10d 0.148 in 3 in 9 5/16 in 5/8 in & 3/4 in Sheathing
<br />Bolts in wood are 3 4" diameter machine bolts A<S.T.M> A307 unless otherwise noted. Bolt holes
<br />in wood shall be 1 16" diameter oversize. Unless otherwise noted, provide 2" o.d. x 9 GA,
<br />standard cut washer under head and nut where bolt is bearing against wood. Bolt threads
<br />shall not bear against wood. Tighten all nuts when installed and re —tighten prior to covering.
<br />MACHINE APPLIED NAILING
<br />Use of machine nailing is subject to a satisfactory job site demonstration for each project
<br />and the approval by the Engineer Of Record. The approval is subject to continued
<br />satisfactory performance. Machine nailing will not be approved in 5/16" plywood. If rail—
<br />heads penetrate the outer ply more than would be normal for a hand hammer or if minimum
<br />allowable edge distances are not maintained the performance will be deemed unsatisfactory.
<br />The pneumatic nailing equipment shall be OSHA approved.
<br />HARDWARE
<br />Metal framing and premanufactured strong —wall devices shall be as manufactured by Simpson
<br />Company, or ICC equivalent. Metal framing and premanufactured strong —wall devices as shown on
<br />the drawings are as indicated in the Simpson Company catalog. All devices shall be installed per
<br />manufacturer's recommendations. Submit any proposed substitutions to the Engineer Of Record
<br />for review prior to construction. All fasteners shall be properly installed in all hardware WITH MAX
<br />NAILING. All fasteners used for Simpson products shall be as specified by the manufacturer, U.O.N.
<br />Use Simpson WB126 or construction bracing prior to installation of shearwall sheathing. Do Not
<br />use let —in bracing.
<br />LUMBER
<br />Lumber Grades: Standard Grading Rules No. 16, West Coast Lumber Inspection Bureau
<br />Light Framing, Studs, Blocking, and Misc. D<F.—L <9' Standard & Better — 550f—b
<br />2x4 & 2x6 >9' No.2 & Better — 875f—b
<br />Structural Joists & Rafters D.F.—L No.2 & Better — 875f—b
<br />2" to 4" thick
<br />4" thick and wider D.F.—L No.1 — 1350f—b
<br />All framing lumber 6" nominal and larger in the least dimension shall be F.O.H.C.
<br />All oists, rafters or beams shall not be notched or cut U.O.N. on the plans. Holes may be
<br />drilled through joists and rafters only if the hole size and location is approved by the Engineer.
<br />CONSTRUCTION ADHESIVE
<br />Loctite T_ Premium Polyurethane construction adhesive at all contact areas with 1 /4" beads
<br />in an 'S' pattern 0 3"o.c.
<br />BOLTS IN STEEL
<br />Bolts in steel are A>S.T.M. 307 x unless otherwise noted. Bolt holes shall be 1/16" diameter
<br />oversize unless otherwise noted. Tighten all nuts to 40 ft—lb torque minimum.
<br />LAG SCREWS
<br />Lag screws are ASTM A307. Lag screws shall be screwed into predrilled holes of the some
<br />diameter as the root of the thread. Enlarge hole to shank diameter for the length of the
<br />shank.
<br />STRUCTURAL STEEL — MISCELLANEOUS META
<br />• Angles, channels, and plates: ASTM A36
<br />• Square tubing: ASTM A500 Grade B
<br />• Wide flange sections: ASTM A992 — Fy = 50 KSI
<br />• Machine bolts, anchor bolts and nuts ASTM A307
<br />• Electrodes for shielded metal arc welding AWS A5.5 E70XX
<br />• Electrodes for submerged —arc welding AWS A5.17 F7X—XXX
<br />• Welding filler material shall be specified to have a minimum V—Notch toughness of 20
<br />ft—lbs at 0 degrees.
<br />• Metal primer shall conform with federal specification TT—P-645A for shop prime coat
<br />paint. Apply one coat to all surfaces except at areas of field welding, and where
<br />embedded in concrete. All butt welded joints shall be AWS and AISC complete penetration
<br />welds. Submit shop and erection drawings for review prior to fabrication. Special Inspection
<br />is required for all welding and high strength bolting. A welding sequence shall be planned
<br />to minimize residual stresses and distortions of individual members and the building
<br />frame. All detailing, fabrication, and erection shall comply with AISC, latest edition.
<br />• All fastener nuts shall obtain full purchase with a minimum of one —quarter —inch exposed
<br />thread.
<br />STEEL SHOP DRAWINGS
<br />Manufacturer is to supply shop drawings for all connections and frames. Connections and frames
<br />to be fabricated by certified welders, and with special inspection when specified by these
<br />drawings. Drawings shall contain the following information for each type of connection and
<br />frame.
<br />Detail of connections and frames, size and grade of material used, connectors, and fastener
<br />sizes and orientation. Drawings shall be of sufficient detail to pass the municipal plan check.
<br />Submit descriptive data to illustrate frame erection procedure including sequence of erection and
<br />any temporary staging and bracing. Submit proofs of compliance of materials. Certify that
<br />materials meet requirements specified.
<br />Before submitting shop drawings to the Engineer Of Record, General Contractor shall; review shop
<br />drawings for conformance with the means, methods, techniques, sequences and operations of
<br />construction, and safety precautions and programs incidental thereto, all of which are the sole
<br />responsibility of the General Contractor; approve shop drawings before submitting them; and so
<br />stamp the shop drawings before submitting them. Engineer Of Record shall assume that no
<br />shop drawing comprises a variation unless the General Contractor advises the Engineer Of Record
<br />writing. Engineer Of Record shall return the shop drawings with comments provided that each
<br />shop drawing is stamped by the General Contractor. Engineer Of Record shall return without
<br />comment, shop drawings not previously approved by the General Contractor.
<br />CONSTRUCTION LIABILITY
<br />Construction contractor agrees that in accordance with generally accepted construction practices,
<br />construction contractor will be required to assume sole and complete responsibility for job site
<br />conditions during the course of construction of the project, including safety of all persons and
<br />property: that this requirement shall be made to apply continuously and not be limited to
<br />normal working hours, and construction contractor further agrees to defend, indemnify and hold
<br />design professional harmless from any and all liability, real or alleged, in connection with the
<br />performance of work on this project, excepting liability arising from the sole negligence of
<br />design professional.
<br />REQUESTS FOR INFORMATION
<br />All questions, comments, alternate details, and requests for information, etc. are most
<br />expeditiously processed by submittal to the Engineer of Record in writing or via
<br />MkoontzOsvcse.com or Jtunison®svcse.com. Meeting, verbal, or telephone requests will be given
<br />lowest priority, as they require the most administration and time to properly document. Upon
<br />receipt of written requests for information, the Engineer of Record shall process the requests in
<br />writing and copy the response to the design team. Alternate details requiring the Engineer of
<br />Record's review and acceptance, supplemental calculations, drawing revisions, construction bulletins,
<br />or other approvals may result in time delay as the owner's authorization for additional engineering
<br />services will be required.
<br />DRAWING INDEX
<br />ISO.1 PROJECT INFO, MAPS, NOTES, & PICTURES
<br />S0.2 SITE PLAN
<br />S1.1 PARTIAL & LIMITED BALCONY GUARDRAIL END
<br />ATTACHMENT REPAIR PLAN & DETAIL
<br />CITY OF SANTA ANA
<br />Planning dn1d10*b&bency
<br />SCOPE OF WORK AlE HOA HAS VOLUNTARILY CHOSEN TO PERFORM PARTIAL & LIMITED REPAIRS FOR THE EXISTING BALCONY METAL GUARDRAIL /'1
<br />ENDS ATTACHMENT ONLY AT THE (33) SUBJECT PROJECT ADDRESS UNITS ONLY. THESE STRUCTURAL ELEMENTS HAVE BEEN FOTbk
<br />NP E
<br />TO BE DECAYED, DAMAGED, &COMPROMISED.
<br />THE PURPOSE OF THESE STRUCTURAL DRAWINGS IS TO DEPICT REMEDIAL CONSTRUCTION THAT WILL INCREASE THE PERFOR ANCE
<br />OF THE REPAIRED/REPLACED STRUCTURES & STRUCTURAL ELEMENTS ONLY. MOISTURE PROOFING, FLASHING, TEMPORARY SHORING,
<br />VENTILATION AND DECAY PROTECTION ARE NOT A PART OF THESE DRAWINGS AND ARE THE RESPONSIBILITY OF OTHER .
<br />LIST
<br />REPAIRED
<br />OF UNITS
<br />TOTAL x
<br />TO BE
<br />33 UNITS
<br />BUILDING
<br />#1
<br />UNIT
<br />2
<br />BUILDING
<br />#1
<br />UNIT
<br />6
<br />BUILDING
<br />#2
<br />UNIT
<br />2
<br />BUILDING
<br />#2
<br />UNIT
<br />7
<br />BUILDING
<br />#3
<br />UNIT
<br />2
<br />BUILDING
<br />#3
<br />UNIT
<br />7
<br />BUILDING
<br />#4
<br />UNIT
<br />2
<br />BUILDING
<br />#4
<br />UNIT
<br />6
<br />BUILDING
<br />#5
<br />UNIT
<br />1
<br />BUILDING
<br />#5
<br />UNIT
<br />2
<br />BUILDING
<br />#5
<br />UNIT
<br />4
<br />BUILDING
<br />#6
<br />UNIT
<br />1
<br />BUILDING
<br />#6
<br />UNIT
<br />2
<br />BUILDING
<br />#6
<br />UNIT
<br />4
<br />BUILDING
<br />#7
<br />UNIT
<br />1
<br />BUILDING
<br />#7
<br />UNIT
<br />2
<br />BUILDING
<br />#7
<br />UNIT
<br />4
<br />BUILDING
<br />#8
<br />UNIT
<br />1
<br />BUILDING
<br />#8
<br />UNIT
<br />2
<br />BUILDING
<br />#8
<br />UNIT
<br />4
<br />BUILDING
<br />#9
<br />UNIT
<br />1
<br />BUILDING
<br />#9
<br />UNIT
<br />2
<br />BUILDING
<br />#9
<br />UNIT
<br />4
<br />BUILDING
<br />#10
<br />UNIT
<br />1
<br />BUILDING
<br />#10
<br />UNIT
<br />2
<br />BUILDING
<br />#10
<br />UNIT
<br />4
<br />BUILDING
<br />#11
<br />UNIT
<br />1
<br />BUILDING
<br />#11
<br />UNIT
<br />2
<br />BUILDING
<br />#11
<br />UNIT
<br />4
<br />BUILDING
<br />#12
<br />UNIT
<br />1
<br />BUILDING
<br />#12
<br />UNIT
<br />2
<br />BUILDING
<br />#12
<br />UNIT
<br />4
<br />BUILDING
<br />#12
<br />UNIT
<br />5
<br />AREA OF WORK:
<br />ni IAMMMAii AND
<br />A�TAn"LAr KIT
<br />PICTURES OF TYPICAL BALCONY
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<br />GUARDRAIL
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<br />The Engineer roaerves all rights; and it is
<br />illegal to copy or otherwise duplicate,
<br />describe, distribute, disseminate, disclose,
<br />rouse, or create derivative works from these
<br />documents in whole or in part. If you try to
<br />My'
<br />steal, or distribute all or arty part of
<br />this information without our expressed, written
<br />permission, our attorneys will contact you and
<br />prow legal charges seeking monetary
<br />reimbursement for your plagiarism. Likewise,
<br />If you are a licensed construction professional
<br />you will be reported to the State board, and
<br />your license will be revoked due to your
<br />plagiarism. We regularly and actively search
<br />the industry and exercise our local rights
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<br />SCALE 1 /4" = V-0"
<br />DATE 07/02/25
<br />PROJECT NO. 250512
<br />SHEET NO. S001
<br />CE
<br />1 OF
<br />H EETS
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