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General notes Standard Structural Specifications
<br />STANDARDS
<br />ALL METHODS, iIvIATERIALS AND WORKMANSHIP SHALL CONFORM TO 'THE 2018 INTERNATIONAL
<br />Geotechnical Repart: Kaska Engineering strongly recommends that a geotechnical report be performed by a
<br />ASIabs on Grade: See foundation plan for concrete slab Thickness, Reinforcement, and finish requirements
<br />BUILDING CODE (IBC) AS AMENDED AND ADOPTED BY THE LOCAL BUILDING OFFICIAL- OR APPLICABLE
<br />qualified geotechnical engineer for all land based construction. If this Information Is not supplied to Kasko
<br />JURISDICTION. CONTRACT DRAWINGS / DIMENSIONS ARCHITECTURAL DRAWINGS ARE THE PRIME
<br />Engineering, footing are designed for 1500 psi allowable soil bearing pressure
<br />Garage Slabs: unV.ss noted otherwise, garage stab shall be 4' onartte stab with #3 rebar at 24, ox_ each way or
<br />CONTRACT DRAWINGS. CONSULTANT DRAWINGS BY OTHER DISCIPLINES
<br />ARE SUPPLEMENTARY TO ARCHITECTURAL DRAWINGS. REPORT DIMENSIONAL OMISSIONS OR
<br />6X&Y_W11n woven wire mesh, oVer 6 MIU poly vapor barrier over 4' tompaoted ow -shed gravel rock. 18' Tktr, u ed
<br />FOOTINGS: SHALL BEAR ON FIRM, UNDISTURBED EARTH OR"STRUCTURAL BACKFILL". NATIVE EARTH slab with (1) 94 continuous rebar required at garage opening.
<br />DISCREPANCIES BETWEEN ARCHITECTURAL DRAWINGS AND STRUCTURAL, MECHANICAL, ELECTRICAL
<br />gEAR=HALL BE SURFACE COMPACTED. AREAS OVER -EXCAVATED SHALL BE BACKFILLED WITH
<br />OR CIVIL DRAWINGS TO ARCHITECT PRIOR TO PROCEEDING WITH WORK. STRUCTURAL DRAWINGS
<br />SHALL BE USED IN CONJUNCTION WITH ARCHITECTURAL DRAWINGS. PRIMARY STRUCTURAL
<br />LEAN CONCRETE (F'c=2000 PSI) OR'STRUCTURAL BACKFILL'. AREAS DESIGNATED "STRUCTURAL
<br />Interior Slabs: btn•tess otherwise nd:ed, Inicricr slabs shalt oe 4' concrete slab LJt'n q{s rebar at 24' o.C. each wait'
<br />ELEMENTS ARE DIMENSIONED ON STRUCTURAL PLANS AND DETAILS AND OVERALL LAYOUT OF
<br />BACKFILL" SHALL BE FILLED WITH APPROVED WELL -GRADED BANKRUN MATERIAL. MAXIVIUNI SIZE
<br />OF ROCK 4". FROZEN SOIL, ORGANIC MATERIAL AND
<br />Cr r,Als,k±01:t0vvoV!i,v were i mesh, over 6 mite pity vapor barrier over 2' vtgtd iv,&u1atfOn (Where tnsalatEar" IS
<br />STRUCTURAI. PORTION OF WORK. SOME SECONDARY ELEMENTS ARE NOT DIMENSIONED SUCH AS,
<br />WALL CONFIGURATIONS. INCLUDING EXACT DOOR AND WINDOW LOCATIONS, ALCOVES, SLAB SLOPES
<br />DELETERIOUS MATTER NOT ALLOWED. COMPACT TO AT LEAST 95%OF ITS MAXIMUM DENSITY AS
<br />required) over41 of n+- a-w crushed ravel roole.
<br />P ' g
<br />AND DEPRESSIONS, CURBS, ETC. VERTICAL DIMENSIONAL CONTROL IS DEFINED BY ARCHITECTURAL
<br />DETERAIINED BYAS'I'Ivf D1557. CONTRACTOR SHALL EXERCISE EXTREME CARE DURING EXCAVATION
<br />WALL SECTIONS AND BUILDING SECTIONS. STRUCTURAL DETAILS SHOW DIMENSIONAL
<br />TO AVOID DAMAGE TO BURIED LINES, TANKS, AND OTHER CONCEALED TEEMS. UPON DISCOVERY, DO
<br />Reinforcing: re -bar or woven wire mesh shall be as noted on pans and shay- oe placed I eA above the bottom of
<br />RELATIONSHIPS TO CONTROL DLVLENSIONS DEFINED BY AILCHI'TEC'IURAL DRAWINGS. DETAILING AND
<br />NOT PROCEED WITH WORI<UN"III RECEIVING WRI'1'1'EN INS'CRUCTIONS FROM ARCHITECT. A
<br />Ore slab.
<br />SHOP DRAWING PRODUCTION FOR STRUCTUTAL ELEMENTS WILL REQUIRE DIMENSIONAL
<br />CO3\1PETEN'T REPRESENTATIVE OF'THE OWNER SHALL INSPECT ALL FOOTING EXCAVATIONS FOR
<br />INFORMATION CONTAINED IN BOTH ARCHITECTURAL AND STRUCTURAL DRAWINGS.
<br />SUITABILITY OF BEARING SURFACES PRIOR TO PLACEMENT OF REINFORCING STEEL. PROVIDE
<br />DRAINAGE AND DEWATERING AROUND ALL WORK 'TO AVOID WATER -SOFTENED FOOTINGS.
<br />Drainage: Stabs that drain (Garages. Porches) shall be sloped 1/gri./4' per i'
<br />Reference code and standards
<br />. International Residential Code IRC 2018
<br />FREE DRAINING BACKFILLMAl'ERIAL FOR RETAINING & BASEMENT WALLS
<br />Flatness: FLoorsla rsshatt be LoleLwfthlna/: of any ±0' Lei gf a. Flatness Ghat! be chtcluol with a TO' sbraEghtedge
<br />A CLEAN, FREE DRAINING, WELL GRADED GRANULAR MATERIAL CONFORMING TO ASTM D2487 GW
<br />within 24 hours of placement.
<br />. Washington State Building Code
<br />OR SW WHOSE MfAXINIUM PARTICLE SIZE DOES NOT EXCEED 3/4' AND WI- LOSE FINES CONTENT
<br />. National Design Specification For Wood Construction, NDS 2018
<br />(MATERIAL PASSING THE NO. 200 SIEVE) DOES NOT EXCEED 5%,
<br />Concrete topping: If specified on drawings, concrete topping may be Installed over Hoorjoist. The concrete
<br />. Wood Frame Con$tfLICIRA) Manual, AWC 2018
<br />Surface drainage: Fin sh grades are to be at Least 6' below wood SUEng. Lots shall be graded to drain water away
<br />tapping on a floor shall be trstallied per menu faoturers specfficat(ove. The topping shall not exceed :L W in thtokness
<br />and shall be less than 18 psf (12 psf per Inch thick)
<br />• BUilding Code Requirements for Structural Concrete, ACI 318-11
<br />frOPnthefottndatlon.megradeshao,PUMmintmuMOf6'Intl[tfarstza.If6'ofPit Isnotplim!sstbte,Impervious
<br />• hfinirmmn Design Loads for Building arid Other Structures, ASCE 7-16
<br />surface shall be sloped 2% away from Ole building.
<br />Connection to Interior walls: Interior warns shall he eonnGoW to aonerete &Lab with el xio' Long anchor bolls (w
<br />OC or /'s lit "(L32'oc
<br />. Steel Construction Manual, 15thEdition, AISC 2018
<br />GENERAL CONSTRUCTION NOTES
<br />THESE GENERAL NOTES ARE TO BE USED AS A SUPPLEMENT TO THE SPECIFICATIONS. ANY
<br />DISCREPANCIES FOUND AMONG THE DRAWINGS, TFIE SPECIFICA'IIONS,'IHESE GENERAL NOTES AND
<br />'If SITE CONDITIONS SHALL BE REPORTED TO THE ARCHITECT, WHO SHALL CORILEC'T SUCH
<br />DISCREPANCY IN WRITING. ANY WORK DONE BY THE GENERAL CONTRACTOR AFTER DISCOVERY OF
<br />SUCH DISCREPANCY SFIALL BE DONE AT IHE GENERAL CONTRACTOR'S RISK. THE GENERA[.
<br />CONTRACTOR SHALL VERIFY AND COORDINATE DIMENSIONS AMONG ALL DRJ\WING S PRIOR TO
<br />TH PROCEEDING WIANY WORK OR FABRICATION. THE STRUCTURE f[AS BEEN DESIGNED TO RESIST
<br />CODE SPECIFIED VERTICAL AND LATERAL FORCES AFTER'THE CONSTRUCTION OF ALL STRUCTURAL
<br />ELEMENTS HAS BEEN COMPLETED. STABILITY OF THE STRUCTURE PRIORTO COMPLETION IS THE
<br />SOLE RESPONSIBILITY OF THE GENERAL CONI'RAC'TOR'1'HIS RESPONSIBILITY INCLUDES BUT IS NOT
<br />LIMITEDTO JOB SITE SAFETY: ERECTION MEANS, METHODS, AND SEQUENCES: TENIPORARY SHORING,
<br />FORMWORK, BRACING: USE OF EQUIPMENT AND CONSTRUCTION PROCEDURES. PROVIDE ADEQUATE
<br />RESISTANCE TO LOADS ON'I'HE STRUCTURES DURING CONSTRUCTION PER SEVASCE STANDARD NO.
<br />37-14 "DESIGN LOADS ON STRUCTURES DURING CONSTRUCION.
<br />CONS'1'RUCIION OBSERVATION BY THE STRUCTURAL ENGINEER IS FOR GENERAL CONFOIZIvIANCE
<br />WITH DESIGNASYECTS ONLY AND IS NOT INTENDED IN ANY WAY TO REVIEW THE CONTRACTOR'S
<br />CONSTRUCTION PROCEDURES.
<br />Footing drains: footingilrains shall be provided at the base of all footings and retaining walls which will have earth
<br />placed against them. Washed drain rock must extend within one foot of the finish grade. Footing drains shall
<br />be 4' perforated pipe routed downgrade to virib4ht, vnTess othermfse specified.
<br />CONCRETE
<br />'TOTAL CEMENITI IOUS MATERIAL: Tf E SUM OF ALL CEMENT PLUS FLYASH AND SLAG. AT TI1 LE
<br />CONTRACTORS OPTION FLYASH OR SLAG MAY BE SUBS'[I'1'U'TED FOR CEMENT BUT SHALL NOT
<br />EXCEED 25% BY WEIGHT OF TOTAL CEMENIITIOUS MATERIAL. IN NO CASE SHALL THE AMOUNT OF
<br />FLYASH OR SLAG BE LESS 'IH AN 5-1/2 SACKS OF CEMENTITIOUS MATERIAL PER CUBIC YARD,
<br />UNLESS NOTED OTHERWISE.
<br />CONCRETE PLACEMENT
<br />OWING ALL APPLICABLE AC[ IZECONIVIENDA'LIONS. CONCRETE SHALL BE
<br />PROPERLY CONSOLIDATED PER ACI 309USING INTERIOR MECHANICAL VIBRATORS, DONOT 1.6xBEAIMSAND HEADERS."DOUGFIR-LARCH'NO.I(Fb=1350PSI,Fv=170PSI
<br />OVERNIBRATE. CONCRETE SHALL BE POURED MONOLITHICALLY BETWEEN CONSTRUCTION OR )
<br />EXPANSION JOINTS. IF CONCRETE IS PLACED BY THE PUiNIP METHOD, HORSES SHALL BE PROVIDED TU 2. 2x'TO 4x JOISTS, PURLLNS AND }IEADEIZS. "DOUG FIR -LARCH" NO. 2 (Fb=900 PSI, Fv=180 PSI) OR
<br />SUPPORT'HTE HOSE, THE HOSE SHALL NOT BE ALLOWED T0, RIDE ON THE REINFORCING. WEATHER "HEM -FIR' NO. 1 (Fir=975 PSI, Fv=150 PSI)
<br />FORECAST S SHALL BE MONITORED AND ACI 3 6 POSTS AND COLUMNS DOUG FIR L 1RCH' N
<br />p p
<br />OD.
<br />WOOD CONSTRUCTION IBC CH 23 & NDS
<br />GENERAL REQUIRFNIENTS: PROVIDE MINIMUM NAILING PER IBC TABLE 2304.10.1 OR MORE, AS
<br />SURE TIZEAT ALL WOOD IN CONTACT WITH CONCRETE OR MASONRY.
<br />PROVIDE CUT WASHERS WERE BOLT HEADS, NUTS AND LAC SCREW HEADS BEAR ON WOOD. DD
<br />NOT NOTCH OR DRILL STRUCTURAL MEMBERS, EXCEPT AS ALLOWED BY IBC SECTIONS 2308 42-4
<br />AND 2308.7 4 OR AS APPROVED PRIOR TO INSTALLATION.
<br />FRAMING LUMBER: STANDARDS. EACI-[ PIECE SHALL BEAR THE GRADE'TRAUEI ARK OF THE WEST
<br />CUASTTURUERTTSPEC'IION BUREAU (WCLIB), WESTERN WOOD PRODUCTS ASSOCIATION (WWPA),
<br />OR OTHER AGENCY ACCREDITED BY THE AMERICAN LUMBER STANDARD COMMITTEE (ALSC) TO
<br />GRADE UNDER ALSC CERTH7IED GRADING RULES. SPECIES AND GRADE (BASE DESIGN VALUE)
<br />RECOMMENDATIONS FOR HOT AND COLD WEATHER CONCRETING SHALL BE FOLLOWED AS
<br />x t 0. 1 (Fc=l000PSI)
<br />.LEXTERIOR STUDS, INTERIOR BEARING WALLS AND 4x COLUMNS. 'DOUG FIR -LARCH' NO. 2 (Fb =
<br />DESIGN LOADING CRITERIA
<br />REQUIRED.
<br />900 PSI, Fc=1350
<br />COLD WEATHER PLACEMENT:
<br />PSI) OR `T EM-FIR"NO. I (Fb=975 PSI, Fc=135OPSJ).
<br />THE STRUCTURAL DESIGN WAS BASED ON THE STRENGTH AND DEFLECTION CRITERIA OF THE
<br />INTERNATIONAL BUILDING CODE. IN ADDITION TO THE DEAD LOAD OF THE STRUCTURE, 7}IE
<br />1. COLD WEATHER IS DEFINED BY ACI 306 AS 'A PERIOD WHEN FOR MORE TITAN 3 SUCCESSIVE DAYS
<br />5.IN'1'EIZIOIZIVON-BEARING STUD WALLS. DOUG FIR -LARCH' NO.2 (Fb=900 PSI. Fc=1350 PSI) OR
<br />FOLLOWING LOADS WERE USED FOR DESIGN:
<br />THU M15AN DRILY TEMPE"TV,RG DROPS $GLOW 4D- F.'
<br />2. N1 CONCRETE SHALL BE PLACED ON FROZFN OR PARTIALLY FROZEN GROUND. THAWING TILE
<br />TIEM-FIR' NO. 1
<br />(Fb=975 PSI, Fc=1350 PSI)
<br />Structural Design Criteria:
<br />GROUND WITH HEATERS IS PERMISSIBLE.
<br />3. CONCRETE NM TEMPERATURES SHALL AS SHOWN BELOW. HEATING OF WATER AND/OR
<br />6.2s & 3x'T&G DECI<ING:'DOUGFIR-LARCH' COMMERCIAL (Fb=1450 PSI, E=1'IU0 f<SI)
<br />VERTICAL LOADS:
<br />AGGREGATES MAY BE REQUIIZED'TO A'1"TAIN'1HESE'1'ENIYEIZA'lUIZES.
<br />tN
<br />7.'H[E MINIMUM GRADE OF ALL O'HIFR STRUCTURAL FRAAMING. "DOUG FIR -LARCH' NO.2 (Fb= WO
<br />SOILS AND FOUNDATION DESIGN CRITERIA (IBC CH. 18)
<br />4. 'THE CONCRETEM MAY REQUIRE PROTECTION FOR 4-7 DAYS AFTER POURING. IF TEMPERATURES
<br />REMAIN BELOW FREEZING, INSULATING BLANKET COVERAGE IS REQUIRED. IF TEMPERATURES ARE
<br />PSI, Fc=1350
<br />PSI), OR-HEN1-FIR' NO. 1 (Fb=975 PSI, Fc=1350 PSI).
<br />SUBSURFACE INVESTIGATION SHALL BE IZEQNSE OF A
<br />REQUIRES PER 18032. IN THE ABSESOILS REPORT,
<br />SLIGHTLY
<br />8. UTILITY STANDARD GRADES NO'TYERbtTTED.
<br />FOUNDATION DESIGN SHALL BE DETERMINED BY THE LOCAL JURSMICTION OR PER IBC TABLE 1806.2:
<br />BELOW FR.EEZ,ING (30' FMIN.) AT NIGetFAND ABOVE FREEZING DURING THC DAB', K.Rt\FT PAPER wiTFr
<br />1. SOIL BEARING PRESSURE: 1500 PSF
<br />ACTIVE PRESSURE - RESTRAINED: PCF
<br />COMPLETE COVERAGE MAY BE USED IN LIEU OF INSULATED BLANKETS.
<br />Materials: Dimensional Lumber and Timbers (Solid Sawn): Visually graded lumber shall be Douglas Fir -Larch 4-22.
<br />3. ACTIVE PRES SURE - UNRESTRAINED: D: 35 PCF
<br />oo Visually graded timbers shall he Douglas Fir -Larch it 1 or better. The moisture content of all lumbar shall be
<br />4. PASSIVE RESISTANCE: 250PCF
<br />HOT OR WINDY WEATHER PLACEMENT
<br />IW* or less at the time of construction.
<br />5. COEFFICIENT OF FRICTION: 0.35
<br />HOT WEATHER IS DEFINED BY ACI 305 AS "ANY COMBINATION OF HIGH AIR TENIPER ATURE, LOW
<br />6. LOCAL FRO.STDUPTH: r2'
<br />RELATIVE HUMIDITY, AND WIND VELOCTIY,'1'FNDING TO IMPAIR THE QUALITY OF FRESH HARDENED
<br />CONCRETE. ACI 305 FIGURE 2.1.5 SHALL BE USED BY'1'HE CONTRACTOR TO ESTIMATE THE RATE OF
<br />Structural Clued Laminated Tirrnhers (GIB): Structural Glulam timbers shall be manufactured and graded as
<br />ALL FOOTINGS SHALL BEAR ON FIRM UNDISTURBED EARTH OR COMPACTED STRUCTURAL BAf,KFILL.
<br />EVAPORATION. WI[FiN THE ESTIMATED RATE OF EVAPORATION IS GREATER THAN 0.2 PSF/FLOUR THE
<br />required an and be stamped with an AITC quality mark o -
<br />� P q y ar r APA EWS trademark.
<br />AREAS OVER EXCAVATED SHALL BE BACKFILLED WITH CLEAN STRUCTURAL BACK FILL
<br />PLACEMENT SHALL BE CONSIDERED A HOT WEA'1HERPLACEMENT. PRECAUTIONS AGt\INSTPLASTIC
<br />_
<br />Clulam beams shall be DouglasFrr Combination 24F-V4 1,8E for simple span beams and 24F-V8 1.8E for
<br />SHRINKAGE CRACKING ARE NECESSARY. PRECAUTIONS TAKEN BY THE CONTRACTOR
<br />continuous spans and cantilevers. Other glulam combinations with equivalent design properties may be used with
<br />GRAVITY: Roof= 25psf Live, 15 psf dead, Floors: 40psf live, 12 psf Dead, Decks and Balconies: 60 psf live,
<br />10 psf dead
<br />Exterior Walls: 12psf, Interior Walls: 10 psf
<br />LATERAL FORCES
<br />LATERAL, FORCES ARE TRANSMITTED BY DI.APHRAGNf ACTION OF ROOF AND FLOORS TO SHEAR
<br />WALLS. LOADS ARE THEN TRANSFERRED TO FOUNDATION BY SHEAR WALL ACTION WHERE
<br />ULTIMATE DISPLACEMENT IS RESISTED BY PASSIVE PRESSURE OF EARTH AND/OR SLIDING FRICTION.
<br />OVERIURNING IS RESISTED BYDEAD LOAD OF THE STRUCTURE
<br />WIND:
<br />'THE BUILDING MEETS THE CRITERIA'1'0 USE THE'METHOD 2 - SIMPLIFIED ENVELOPE PRCCFDURE" PER
<br />ASCE 7-10.
<br />- EXPOSURE CATEGORY = B
<br />- BASIC WIND SPEED, (3 SEC. GUST), V = 110 MPH
<br />- RISK CATEGORYPERTABLEL5-1 =
<br />- TOPOGRAPHIC FACTOR K = LO
<br />- INTERNAL MUSSRIZZ COEFtHcd1ENT (ENC+_O.sED) = ± D,ig
<br />SEISMIC:
<br />Dl- IBC 1613, Risk Category: II, Wind Exposure: C, Basic Wind Speed: 1IOMPH,
<br />(ASCE 7-10) V = CsVd
<br />SEISMIC IMPORTANCE FACTOR, le = 1.0
<br />RISK CATEGORY OF BUILDING PER TABLE 1.5-1 = II
<br />SPECTRAL RESPONSE ACCELERATIONS Ss = 1.0,13 Si = 0.391
<br />SITE CLASS PER TABLE 20.3-1 = D
<br />DESIGN SPECTRAL RESPONSE ACCELERATIONS SDS = 0.753 & SDI = 0.422
<br />SEISMIC DESIGN CATEGORY = D
<br />W = EFFECTIVE SEISMIC WEIGHT OF BUILDING = I l8k
<br />ANALYSIS PROCEDURE USED = EQUIVALENT LATERAL FORCE PROCEDURE
<br />RESPONSE MODIFICATION FACTOR PER TABLE 12.2-1, R = 6.5
<br />Cs (ULTIMATE) = 0.116
<br />DESIGN BASE SfLEAR V (ULTIMATE) = 13.7k
<br />Codes: All material and work shall adhere to the minimum requirements of die reference cafes and standards
<br />listed above. Contractor shall be responsible to comply with OSHA, State Labor, and Industry Standards. Contractor
<br />Assumes Full Responsibility of Construction rMedirds used, Safety Provisions employed, and the finish condition of
<br />the structure.
<br />Construction PersonneL• Only competent persoruhel familiar with construction and safety practices relevant to the
<br />project should be employed to assemble and construct the work
<br />Construction Methods and Project Safety:'The Project Drawing and specification represent the finished Structure
<br />and do not indicate methods, Procedures or seque
<br />nce of conslr ue[ion.Thebuildermusttakenecessar
<br />Y
<br />precautions to maintain and ensure the integrity of the structure during construction. Kasko Engineering will not
<br />P
<br />enforce safetymeasures or regulation, mar will the own
<br />er or the designer.
<br />� >g
<br />'Temporary SuPrt The builder must provide adequate support to all walls beams roofs colunins• and floor
<br />dormtr construction.'fhe des n of these supports mat
<br />>o PP
<br />a included unless specifically shown. Contractor shall he
<br />P Y
<br />responsible for adequacy of all temporary support systems.
<br />Call outs,
<br />ad details included win design
<br />Package are requireSpecifications: All not d unless specifically
<br />rioted otherwise
<br />Verification: Verifyall dimensions elevators and sit
<br />e rte conditions beforestarting work. Notify the owner of an
<br />g Y Y
<br />Discrepancies
<br />Conflicts: Notes and details on the structural drawings take precedence over he standard
<br />t s nand structural specifications
<br />B P P
<br />and typical details. Written dimensions take precedence over scaled drawing yp p dimensions. Structural notes and
<br />details on die structural drawings take precedence over the Architectural drawings.
<br />Errors: 'the contractor is responsible to check the plans and site conditions and to notify the architect
<br />/designer/engineer of record of any errors or omissions prior to the start of Ore project.
<br />Changes: Written approval from the engineer of retard is required for an structural changes n v char es in the provided
<br />g PP P� l Y g F
<br />drawings. Changes may be made in the field with written consent with Kasko Engineering. Please provide a redline
<br />drawing or sketch of desired changes to provide context and applicable information
<br />Substitutions: Provide manufacturer's approved product evaluation report and list all proposed substitutions to
<br />the owner for approval before installation
<br />Similar work: Where construction details are not shown or detailed for any part of the project, the area shall be
<br />constructed in the same manner as similar work shown on the drawings
<br />Modification of structural Members: Cuts, Notches, and holes bored in trusses, structural composite members,
<br />glue laminated members, or [joists are prohibited except where permitted by the manufacturers
<br />recommendations or shown on the attache] allmvable hole diagrams.
<br />Scope of Work: The scope of Work of Kaska Enginaring, Inc. is limited to the vertical and lateral analysis of the
<br />subject structure. Kasko Engineering, Inc. takes no responsibility for items not specifically addressed in the
<br />calculations and drawings or callouts. Completion of work: Submittal of these structural drawings to the client
<br />cornpletes the present scope of work and budget of Kasko Engineering, Inc. Other consultation, design,
<br />calculations, sketches, ect. After submittal of this report shall be billed at an hourly basis.
<br />Code: Cast in place concrete sizing, placing, and Testing shall conform to IBC chapter 19 and ACI 318-11
<br />VARY DEPENDING UPON THE FACTORS ASSOCIATED WITH WATER EVAPORATION AND INCLUDE BUT written approval from the engineer of record.
<br />ARE NOT LIMITED
<br />TO: Glulam columns shall be Douglas Fir Combination 2 1,8E.
<br />i.LIMITING CONCRETE TSMPU"TLLR.E TO iOD r AT TIME OF PLAC6ME NT. Glularn members shag he Framing or Industrial appearance.
<br />3. USE O
<br />2. USE OF FOG SPRAY. APPLICATION OF AN EVAPORATION RETARDER. Camber: All stock glulam beams shall be cambered with a 3500' radius unless noted otherwise
<br />4. REDUCTION OF POUR SIZE. on plan. Stock beams with zero camber are acceptable where available.
<br />5. PLACING CONCRETE AT NIGHT.
<br />CONTROL AND CONSTRUCTION JOINTS
<br />CONSTRUCTION JOINTS SHALL MEET THE REQUIRFMENTS OF ACI 301 SECTIONS 2.2.2.5 AND 5.3.2.6.
<br />WHERE CONSTRUCTION JOINTS ARE NOT SHOWN ON PLAN OR ADDITIONAL CONSTRUCTION JOINTS
<br />ARE REQUIRED SUBMIT PROPOSED JOINTING FOR STRUCTURAL ENGINEERS APPROVAL.
<br />PROVIDE CONSTRUCTION JOINTS AS INDICATED BELOW UNLESS NOTED OTHERWISE ON THE PLANS
<br />1. SLABS ON GRADE: PROVIDE CONSTRUCTION AND/OR CONTROL JOINTS AT 16 FEET O.C.
<br />MAXIMUM FOR UNEXPOSED SLABS ON GRADE AND 12 FEET O.C. FOR EXPOSED SLABS ON GRADE.
<br />COORDINATE JOINTS WITH ARCHITECTURAL DRAWINGS.
<br />CONCRETE CURING AND SEALING
<br />CURING PROCEDURES SHALL COMMENCE IMMEDIATELY AFTER FINISHING CONCRETE TO MAINTAIN
<br />CONCRETE IN A MOIST CONDITION. VERIFY CURING AND/OR SEALING PRODUCTS ARE COMPATIBLE
<br />WITH FLOOR COVERINGS SHOWN ON THE ARCHITECTURAL DRAWINGS. FOLLOW ALL
<br />MANUFACTURER'S RECOMMENDATIONS. SLABS ARE DEFINED AS SLABS ON GRADE, CONCRETE ON
<br />METAI. DECK. ELEVATED POST -TENSIONED OR MILD REINFORCED DECKS, AND TOPPING SLABS.
<br />Reinforced concrete: Place all reinforcing per plans, details, and applicable code requirements. Lap all continues
<br />bars Z4 X minimum diameter. Re -bar, bolts, anchors, etc. shall be securely tied it position prior to concrete
<br />placement. Re -bar shall be rust free and free of coating that may inhibit bonding
<br />Anchor Bolts: ProvEOt r/;'Atxo' tong wet set or tcpattsian anchor bats @ 4' o.C. wtthtn 6-12' of wrmrs wtkh
<br />3'x3,W4'square Washers.
<br />Adhesive Anchors: Epoxy anchors in Concrete shall be Simpson SET,U or IddQ HIT-HY 200-R or equivalent,
<br />Installed per manufactures guidelines. For extreme temperature applications, when long term temperature
<br />exceeds I10 deg F or less than 0 deg F, Use Simpson SET-3G.
<br />POST -INSTALLED ANCHORS
<br />POST -INSTALLED ANCHORS: SHALL ONLY BE USED WHERE SPECIFIED ON'1HE CONSTRUCTION
<br />DOCUMENT SAT E CONTRACTOR SFIALL OBTAIN APPROVAL FROM'THE ST'RUCI URAL ENGINEER
<br />PRIOR TO INSTALLING POSTINSTALLED ANCHORS IN PLACE OF MISSING OR MISPLACED
<br />Default wood types: Unless otherwise noted, the material for a structural member is as shown:
<br />❑ d ost Douglas Fir 42 (DF2)
<br />❑ EBeams: 4XIO Douglas Fir A unless otherwise noted
<br />❑ ❑Sawn Joist: D.F.2
<br />❑ LStuds, SITE, Plate: Hem Fir (H.F.) or Douglas fir (D-F.)
<br />❑ d2im Joists (2x Joist): Same as floor Joist Material
<br />❑ E locking: Hem/ Fir (HF.) or floor Joist material
<br />❑ LExpased Structural Members: Pressure Treated (P: T) or Cedar
<br />❑ LClue Laminated (Dry Use): 24F-V4 (GLB)
<br />❑ rldlue-Lamtnated (wet Use): Rosboro Treated'x-beam,
<br />Moisture content: The Max Moisture content shall be 19% at the time of Installation of connectors, Nails, and
<br />bolts for framing members.
<br />Pressure Treated Lumber: AB members in contact with Earth/conciete or exposed to the elements shall be
<br />pressure treated (Y.T.) Wood preservative shall be applied immediately to cut members after fabrication/ field
<br />trimmaing. Copper Naphthenate (minimum 10% solution) recommended
<br />Joists under interior partition walls: in addition to specified joist spacing, Additional Joist required under all
<br />interior partition walls so that die partition is not sitting only on OSB or Ply flooring material
<br />Bearing: bi.se a wantmum o f 2-x/2' bearing length wood for framing members welts otherwise noted. use enough
<br />studs to match or Exceed beam width unless noted otherwise.
<br />Solid Sawn Lumber options to I -Joists: Solid Sawn lumber may be preferred Over I -Joists due to cost and
<br />availability, or other reasons. The following Solid sawn lumber options may be used fit lieu of engineered I -Joists
<br />(01's) without approval of the engineer of tetra. Maintain origtnat spacing (e.g. d2', io , or24' D.C.)
<br />❑ e1x10 D.F.2S rua0 be used to Ueu ofy.s' TOI 2ID's
<br />❑ c2x 12 D12's may be used in Lieu of I1-7/8 Ill 210's
<br />❑ [Other options may be acceptable, but require the approval from the Engineer of record
<br />b Minlmtun 48-Inches wide at corners without corner bracing of framing.
<br />3- Roof sheathing:
<br />a Minimum 11/32-inch thick with span rating 24/0 or 15/32-Inch thick with span rating for supports
<br />16-inches on center unless otherwise specified.
<br />b Minimum 19/32-inch tick or span rating of 40/20 or 23/32 -inch thick or an rating of 48/24 for
<br />P >; P g
<br />supports 24-inches on center.
<br />D- Sub -Flooring:
<br />T- Under finish wood flooring or underlayment:
<br />a APA Rated sheathing, Exposure 1, panel grade CD
<br />b Minimum 19/32-inch thick with span rating 32/16 or greater for supports at 16 -inches on center
<br />and 23/32-Inch thick with span rating 48/24 for supports at 24-inches on center.
<br />2- Combination subfloorirg-underlayment under reslilient flooring or carpet:
<br />a APA Rated Stud -I -Floor Exterior or Exposure 1, T and C
<br />b Mininuun 19/32-Inch thick or greater, span rating 16, for supports at 16 -incites on center: 23/32-Inch thick or
<br />greater, span rating
<br />of 24, for supports at 24 -Inches on center.
<br />3- Underlayment
<br />Screws:
<br />1 Wool to Wood: ANSI BI8.6.1 or ASTM C1002.
<br />2 Nails:
<br />I Size and type best suited for purpose unless noted otherwise Use aluminum -alloy nails, plated nails, or
<br />3 zhic-coated nails, for nailing wood work exposed to weather and on roof blocking.
<br />Framing and Timber Connectors:
<br />I Fabricate of As'rffvl A446, Grade A: steel sheet not less than 0.052 inch thick unless specified
<br />otherwise. Apply standard plating to steel thither connectors after punching, forming and assembly of
<br />parts.
<br />2 Framing Angles: Angle designed with bendable legs to provide three way anchors.
<br />3 Straps:
<br />a Designed to provide wind and sefsrnIle ties with sizes as shown or specified.
<br />b Strap ties not less than 1-1/4 Inches wide.
<br />c Punched for fastener.
<br />'I Metal Bridging:
<br />a Optional to wool bridging.
<br />b V shape deformed strap with not less than 2 nail holes at ends, designed to nail to top and side of
<br />framing member and bottom and side of opposite member.
<br />c Not less than 3/4 by 5 inches bendable trailing flange on ends.
<br />d Fabricated of 0.04 inch minimum thick sheet.
<br />5 Joist Hangers:
<br />a Fabricated of 0.063 Inch minlmum thick sheet, U design unless shown otherwise.
<br />b Heavy duty hangers fabricated of minimum 0.108 inch Thick sheet, U design with bent top flange
<br />to lap over beans.
<br />6'Timber Connectors: Fabricated of steel to shapes shown.
<br />Adhesives:
<br />1 For field -gluing plywood to lumber framing Door or roof systems: ASTM D3498.
<br />2 For structural laminated Wood: ASTM D2559.
<br />Studs: for Headers from O-U long, (2) studs are required (1 trimmer and I king stud). For spans over 6' use (3)
<br />studs, (2 trimmers and I king stud). Include additional trinuners as specified.
<br />Stud holes and notching: Notch and hole size may not exceed the following max percentage of stud width:
<br />❑ diearing walls: Hole- 40% of total stud width, notch- 25% of total stud width
<br />a INon bearing walls: Hole-6Wo of total stud width, Notch-40%of total stud width
<br />a on am cases, hole edges must be at least 5/S' from edge of stud
<br />IT off these requirements cannot be met, an additional stud may he installed adjacent to the existing stud and
<br />flush against the wall sheathing
<br />I(EQUIREr'v[ENTS FOR FASTENERS IN TREATED MATERIAL: ALL HARDWARE AND FASTENERS IN
<br />5 HDC HOT DIPPED GALVANIZED OR SST300
<br />STAINLESS STEEL CONNECTORS OR EQUIVALENT.
<br />-1nstallaaen: ALI pnFabricaud items shall be in stria accordance with MFG'R ncomenenciaminsand requirements
<br />(Location. Epostim. edge to edge distances, Factamrs, etc.) -
<br />Simpson Cenmctors: Unless otherwise noted, The Following Simpwn Strong Tie Connectors shall be used:
<br />a oPost caps: CBTZ. PCZ/EPCZ. Br/BC S
<br />a uPost Bases: CPTZ. PB/PBS, ABAAABu1ABW
<br />❑ eloist Hangers: LUDLU/U/HU/iiUC/HUTe'/'ruSTF (top -flange)
<br />eldriist Hangers:IUS/MN, ❑'SAh1rGHH (tap -flange)
<br />a team Hangers: HUM UCIMCQAr1GUS. LEG)MEG/EG (wpe4langn)
<br />a d7afur Hanger: LSU/LSSU, LRUZ
<br />a c[nuss and Ratter connection: IT). H2.5A, or SDC)5600 at each heel w double plate
<br />❑ EShearwall hold downs: HDU/DTT with SSTB/PAB. STHDI4 m STHD14RJ strap -type hclddownsmay be
<br />used in lieu of afinernentioned hold downs
<br />❑ -,Flew to floor strap ties: HDU2• IAST43
<br />❑ dkck tension ties: DrFZ
<br />Fastener Requianentc the number and size of fasteners connecting wood members -hall notbe less than that
<br />set truth In IBC Table 2304.9.1
<br />Stories: For purrs. Roof, w.d v ,in" is, mcpemtas S6 ga:..ae wrm ee," N air # nin)*/w• den. Isms r, (per rahte
<br />R602.3(l) Footnote b).
<br />EXECUTION. FMAING
<br />#Erect wood framing members level acdplumb.
<br />#Place horrzcntal members laid flat, crown side -up.
<br />#Construct Framing members full length without spaces.
<br />#Set structural members level• Plumb, and true to line.
<br />Discard pieces mth defects that would lower required strength or result in unacceptable appearance of eV rend members.
<br />#Make prusis ors fw umpwary construction I®ds, and pmvlde unporary bracing sufficient m
<br />maintain stmeture In true alignment and safe condition until completion of erection and Installation of permaront bracing.
<br />#Install structural members Full length without Alias unless otherwise specifically detailed.
<br />#Comply with member sizes• pacing• and configurations indicated. and fastener size andspaclrg Indicated, but not less than required by applicable codes
<br />and AFPA Wood Frame Censtructl... Manual.
<br />#Install horizontal panting members with crown edge tP and not less than 1-1/2 Inches of
<br />bearing at each end.
<br />#Construct double Joist Leaders at Flour and telling opeNngs and under wall stud partitions that
<br />an parallel to fimr Jalst- use metal joist hangers unless otherwise detailed.
<br />#Frame well openings with two or more studs at each Jamb: stpport headers on cripple studs.
<br />BLOCKIDIG. NA.ILERS, AND SUPPORTS
<br />#PruAde fronting arndblucking members asindicated or as required to support finishes, ftetures, specialty turns, and trim.
<br />#ln framed assemblies that haw concealed spaces, provide solid wood £in blocking as required
<br />by applicable local cede• inclose concealed draft openingsbev.,re flame and Inceene top
<br />sorry, and maf/attic pace; other material acceptable to code authornnsmay be used in lieu of
<br />solid wood blacking.
<br />#ln walls, peovide blocking attached to studs as backing and support For wall -mounted items,
<br />unless item can be securely fastened to two or more studs or other �thod 3 support is
<br />evlictely indlcaud.
<br />Mom ceiling -mounting is indicated provide blocking and supplementary supports above
<br />telling, unless other method of support is ttpliu dy indicated.
<br />#SFecOhcally, provide the fallowing non-structural Framing and blocking'.
<br />Cabinets and shelf eppoets. Wall bruckets. Handralls. Grab bars. Towel and bade accessories.
<br />W all -mounted doorsnys. W all paneling and triers Ioints of rigid wall cwuings that occur berween studs
<br />INSTALLATION OF CONSTRUCTION PANELS
<br />Vigil Sheathing: Secure to wall studs• with ends over£irm bearing and staggered, using nails.
<br />Place weetaInzisfive harrier harimntally ovxrwall sheathing. weather tapping edges and ends.
<br />Roof SHEATHTIG: Seoae roof sheathing pnpcntucular to Framing members with ends staggered. Secure sheet
<br />edges aver fimr bearing.
<br />#Segue'wall sheathing vertically perpendicular t o wall studs, with ends staggered, over firm
<br />bearing.
<br />#Place W Rosser wall sheathing; wnedrulap pirets.
<br />#Secure subfloor perpendicular to floor Framing with end Jamets staggered. Secure sheet edges
<br />war firm bearing. Attach sheathing with subflose glu and nails.
<br />#Secure Roaring undarlaymene after dust and din genemtlmg activid es have ceased and prior of
<br />application of firrisied Flooring. Apply perpendicular to sibflooring. Stagger endialnts of
<br />tmderloyment
<br />TOLERANCES
<br />Framing Members: 1/4 inch maximum from trueposiden.
<br />S•_ race Flatness of Floor 1141nch in to feet maximum.
<br />Span TabL=s
<br />ALL ANCHOR BOLTS, WASHERS, AND NUTS SHALL BE HOTDIPPED GALVANIZED.
<br />The Foliawingloistand Ralmr pan charts may Le used to specify member sizesprovide that the loading certditions (below) are met For qustrons
<br />HOT DIPPED ORS'TAINLESSSTEEL NAILS MUST BEUSED WHEN FASTENING SHEATHING, STUDS ,AND di raL,ow e 6 9fffn e,*.ba�o � ��s�rtdp �dds��MC�9is unsupported)oiti1C�'GeCr&frwfd-Ar"°"b'xs-$wrsparr•sue
<br />JOIST INTO TREATED MUPSILL. HOTPIPPED GALVANIZED OR STAINLESS STEELFASTERES SHALL BE
<br />USED WHEN FASTENING DECKING TO TREATED MEMBERS.
<br />GENERAL REQUIREMENTS: PROVIDE MINIMUM NAILING PER IBC TABLE 2304.10.1 OR AlOILE, AS
<br />I! __ SHOWN.- GER ALL NAILING TO PREVENT SPLITTING OF WOOD MEMBERS. ALL WOOD
<br />IN CONTACT WITH CONCRETE OR MASONRY SHALL BE PRESERVATIVE TREATED WITH THE EXCEPTION
<br />OF INTERIOR CONCRETE TOPPINGS ON WOOD FLOOR SYSTEMS. HOLES AND CUTS LN 3x OR 4x PLATES
<br />SHOULD BE TREATED WITH A 10% SOLUTION OF COPPER NAPHTHENATE. BOLT HOLES IN WOOD
<br />NUTS AND LAG SCREW HEADS BEAR ON
<br />Q ALL ANCHOR BOLTS WHICH CONNECT
<br />',UCTURAL MEMBERS, EXCEPT AS ALLOWED
<br />.4 OR AS RESTRICTED BY PLANS OR
<br />SR TO PRESERVATIVE TREATED WOOD
<br />ZINC REQUIREMENTS FOR CONNECTORS
<br />Table 3: Deflection Limits Structural membeiLivesnowLive i- DeadRoof(Plaster
<br />Ceiling)L/36OL/36OL/24ORoof (non Plaster Ceiling)L/24OL/24OL/18ORoof (non supporting
<br />Ceiling)L/18OL/18OL/120floor membersL/360-L/2401Iorizontal Deflection (any case)--L/20OFarm
<br />Buildings and Green Houses--L/I8OLong Spans (>2O')-L/48014ore Theabosem,ntrnurn deoe,rmn llrnit )
<br />Decks and Balconies
<br />Railings: Guard Ra'Lt must be 42' high Mtn, with Max opening size so that +'sphere cannot pass through. Guard
<br />rails shall be designed to withstand a 20016 point load applied in any direction and at any Location at Elie top Tall
<br />and shall be designed to withstand a uniform load of 501b/ft applied horizontally to the top fall.
<br />Attachment to house: For deoizs over 30' above grade, a 1,500 Lbs deck. tenstm tie is required at each end of the
<br />deck. Typically Simpson DTF2Z's are specified.
<br />Roofs
<br />t I A
<br />CAST -IN -PLACE ANCHORS. CARE SHALL BETAKEN IN PLACING POST -INSTALLED ANCHORS TO AVOID
<br />METAL-PLACE-CONNECTEDWOO) RUSSES:UNLESSSIICKFRAMINGISSPECIFIEDONS1RUCIURAL
<br />DRAWINGS, WOOD TRUSSES SHALL BE MANUFACTURED BY AN APPROVED TRUSS MANUFACTURER
<br />CONFLICTS WITH REBAR INSTALL IN ACCORDANCE WI'HI'flIE NfANUFAC'TUIZER'S PUBLISHED
<br />Stairs: Use 3 2x12 D.F. for Stingers
<br />O g
<br />IN ACCORDANCE WITH APPROVED SHOP AND INSTALLATION DRAVINGS. TRUSS CALCULATION
<br />INSTALLATION INSTRUCTIONS. INSTALLER SHALL BE QUALIFIED ANDTRAINED TRAINBY'fHE
<br />C INEER
<br />PACKAGE SHALL BE DESIGNED UNDERDIRECTE DIRECT SUPERVISION OF A STRUCTURAL ENGINEER
<br />MANUFACTURER. HOLES SFD ALL BE FD\NEv1ERllILILLEll ONLY (ROTARY ONLY AT
<br />DELIVERY, S"TORAGE AND HANDLING
<br />LICENSED IN'HIE STATE OF PROJECT IBC SECTION 2303 4 TO CARRY'HIE LOADS LISTED IN THE
<br />J L
<br />UNREINFORCED NDASONRY- NO HAILMIER'fOOLS).
<br />A- Protect lumber and other products from dampness hold during and after delivery at site.
<br />DESIGN CRITERION AND ANY ADDITIONAL LOADS INDICATED ON THE FRAMING PLANS AND DETAILS.
<br />'CI
<br />SUBSTITUTION REQUESTS, S FOR PRODUCTS O'
<br />� 1}IER'['HAN THOSE SPECIFIED BELOW, SHALL BE
<br />-
<br />B- Pte lumber irh stacks in such manner as to rovide a
<br />p i circuhhtion around surfaces of each piece.
<br />IF TRUSS LAYOUT IS NOT PROVIDED BY MANUFACURER THE ENGINEER ASSUMES' I
<br />D E CUSSES
<br />BEAR ON EXTERIOR WALLS AND DO NOT BEAfZ ON IN'1'EIZfOR WALLS.'fHE'TRUSS ENGINEER SHALL
<br />"l
<br />SUBMITTED FOR APPROVAL A MINIMUM OF .. WEEKS YIZ10R'1'O BID, ALONG WITH CALCULATIONS
<br />_
<br />C- Stack 1 a�col and ether board
<br />fodUCYS 50 as t0 !Gh'Enr Twirling. PY P P P g
<br />ASSUME ALL RESPONSIBILITY FOR'1'FtE WOIZI< OF ALL SUBORDINATES INVOLVED INTHE
<br />THAT ARE PREPARED AND SEALED BY A REGISTERED PROFESSION AL ENGINEER LICENSED IN'HIEOF'HIE
<br />(
<br />-
<br />Locate stacks on well drained areas, nud at least above grade and cover with well ventilated
<br />PREPARATION � USS PLACEMENT PLANS
<br />TRUSS NS AND TRUSS DESIGN DRAWINGS. ALL ROOF
<br />'TRUSSES
<br />STATE IN WHICH TFIE PROJECT OCCURS D h 0 T
<br />1 ) E I NS'1'TZA\'fING'1HAA THE SUBSTITUTED PRODUCT IS
<br />-
<br />ufficien
<br />Th
<br />sheds having firmly constructed over hangingroof with sufficient w ent end wall to protect lumber from driving g Y
<br />P g
<br />AARE'TO BE PRE-ENGINEERED. ROOF TRUSSES SFIALL BE PROVLDED'CO COr41PLE'TE'IIIE
<br />V
<br />ROOF FRAMING FROM THE ROOF SHEAT}IING TO 1T[E SUPPORTING h1EViBEILS BELOW. TRUSSES
<br />CAPABLE OF ACHIEVING EQUIVALENT PERFORMANCE VA
<br />Q VALUES (NIINIMUNi) OF'1TIE SPECIFIED PRODUCT
<br />USING THE APPROPRIATE DESIGN PROCEDURE
<br />rain.
<br />DESIGNATED ON PLANS ARE FOR'PYYfCAL UNIFORMLY LOADED WNUCIIONS.'1'IZUSS ENGINEEI
<br />AND/OR STANDARD () AS REQUIRED UI RED BY THE BUILDING CODE.
<br />LUMBER
<br />SHALL PROVIDE ADDITIONAL TRUSSES AS REQUIRED TO SUPPORT SPECIAL LOADING CONDITIONS
<br />INDICATED ON DRAWINGS. PROVIDE SHOP AND INSTALLATION DRAWINGS AND CALCULATIONS
<br />CONCRETE ANCHORS:
<br />A- Unless othenvlse specified, each fete of lumber !s to bear V
<br />the rode mark stem or other identifying- marks
<br />P P g • P Y a
<br />PRODUCED UNDER'1'HE SUPERVISION OF AND BEt\ILING'IHE S'1'AlV1P OF A S'1'KUC'IUILAL ENGINEER
<br />ADHESIVE ANCHORS: f11L'17 HI'T-HY Z00 (ICGESR-318%)
<br />indicating die grades of material and rules or standards under wi' t uch it vas produced.
<br />g g P
<br />IZEG15'1'EREU IN'HIE S'1'A'1'L' OF YRO GC1'. llEl'AIL llIZAWINCS'CO INDICATE ALL INFORMATION AS
<br />1
<br />CONCRETE SHALL BE N OF DAYS OLD A'1AS E OF INSTALLATION.
<br />A THE
<br />I Identifying marks in accordance with the into or standard under which the material is produced,�
<br />Y g
<br />RE( UIIZFllINIBCSEC110N2303�1.1.ALONGWITHI}IEFOLLOWING:
<br />'KEY
<br />TEM A
<br />'CONCRETE SHALL BE IN THE TENIYEIZA\'fURE RANGE AS REQUIRED BY'I'}IE CONCRETE
<br />including the requirements for qualifications and authority of the inspection organization, usage of
<br />PLAN S}IOWING EACH TRUSS
<br />*INDIVIDUAL TRUSS DESIGNS
<br />MANUFACTURER.
<br />*}IDLE SHALL BY HAMMER -DRILLED ONLY.
<br />authorized identification, and information Included !it the identification.
<br />*PERMIFWEN'T BRACING REQUIREMENTS INCLUDING PLACEMENT AND CONNECTIONS DETAILS
<br />*HOLE SHALL BE DRY A'T TIME OF INSTALLATION.
<br />2 -Inspection agency for lumber approved by the Board of Review, American Lumber Standards
<br />TRUSS DRAWINGS SHALL SPECIFY ALL TRUSS CONNECIIONS/HARDWARE TO MEET TILE
<br />INSTALLER
<br />\LEER OF HORIZONTAL OR UPWARDLY INCLINED ANY POSITION EXCEPT DIRECTLY (
<br />-
<br />Comntttze to rode species used.
<br />g P
<br />REQUIREMENTS OFTHE PLAN.
<br />Q
<br />BE ll FOR DESIGN
<br />TRUSS DESIGN CALCSPECIAL
<br />LOADING ALONG WITLOADING
<br />LADING
<br />DOWNWARD) ANCHORS SHALL ALSO BE CERTIFIED BY T}IE ACl/CKSI ADHESIVE tNC}IOR INSTALLER
<br />B- Structural Members: Species and rode as listed cur the AFPA, National Des' Specification for Wool
<br />P g Design P
<br />CONDIHALLTIONS
<br />S WHICH
<br />CHECKS FOR SPECIAL LOADING CONllI'1'IONS VVHICFi INCLUDE FREE BODY DIAGRAMS, LOADING
<br />DE FREE B
<br />CER'1'1FlCA'190N PROGRAM.
<br />- EXPANSION ANCHORS: KWIKBOLT'TZ (ICC ESR-1917) BY HILTl, INC., OR STRONG -BOLT 2 (ICC
<br />Construction having design stresses shown.
<br />BREAK DOWN, DESCRIPTION OF LOADS (I.E. MECH UNIT, SUSPENDED WALL, ETC.) AND THE
<br />ESIZ-3037) BY SL\[PSON STRONG 'HE, INC.
<br />C- Lumber Other Than Structural:
<br />RATIONALE FOR LOADING DISTRIBUTION ON MULTIPLE NIENIBERS. SUBMITTAL SHALL ALSO PROVIDE
<br />1- Unless otherwise specified, species graded under the grading rules of the inspection agency approved
<br />ANY DOCUMENTATION NECESSARY TO INTERPRET DATA INDICATED OIN CALCULATIONS. REFER TO
<br />THE FRAMING CONNECTORS SECTION OF'HIESE GENERAL NOTES FOR REQUIREMENTS PLACED UPON
<br />Concrete Pier Pads: Precast concrete Pier Pads are an Basilinstalled Alternative to r tube
<br />Y So io foundations in
<br />b the Board of Review American Lumber Standards Committee.
<br />Y
<br />CONNECTOR HARDWARE SPECIFIED BY'CKUSS ENGINEER AND/ORPROVIDED BY'TILUSS
<br />-
<br />again Imv load applications. Such P ds na a h be utilized if specifically called out in the structural drawings-
<br />PP Y P Y g
<br />2- Framing Lumber: Minimum Extreme Fiber Stress in Bending of 1100.
<br />g g
<br />MANUFACTURER. PROVIDE CERTIFICATE OF CONFORMANCE FROM AN INDEPENDENT TESTING
<br />-
<br />3 Furrirn blockin Hailers and similar items 4-Inches and n r p
<br />a rower Standard Grade and memb-rs 6 -inches and
<br />g' g'
<br />LABORATORY OR A LICENSED PROFESSIONAL ENGINEER CERTIFYING HItAT fliEY }PAVE INSPECTED
<br />, f'
<br />"TRUSSES
<br />GROUT
<br />wider Number 2 Grade.
<br />THE FINISHED ANDTFLAT ALL'1'RUSSES AILS CONS'1'RUC'I'Ell IN CONFOILVIANCE WITH THE.
<br />NON -SHRINK GROUT: MASTER BUILDERS "NfAS ERFLOW 28" OR PRE -APPROVED
<br />T 9EQUAL. GROUT
<br />Q
<br />t
<br />D- Moisture Content 1.3 percent or less.
<br />TRUSS DESIGN DRAWINGS.
<br />NI SHALL CONFORTOGRD.,6_1AND ASTM C1107WHEN'1'ES'1'EDA'TAFLUID CONSIST CONSI
<br />STENCY R
<br />CRD C611-85 FOR 30 MINUTES. GROUT MAY BE PLACED FIZOhf A 25 SECOND FLOWTO A STIFF PACKING
<br />F- Preservative
<br />_
<br />Girder Tmsses:'Cruss Manufacturer to be responsible for placement of Girder Trusses. Install Multiple Studs (Min) 3
<br />P (X• )
<br />P P
<br />CONSISTENCY. FILL OR PACK ENTIRE SPACE UNDER PLATES
<br />1- Do not treat Heart Redwood or Western Red Cedar.
<br />directly underneath all Girder Trusses.
<br />Y
<br />OR SfIAPES. FOLLOW MANUFACTURER'S RECOMMENDATIONS FOR PREPARATION, INSTALLATION,
<br />2- Treat wool members and plywood exposed to weather or in contact with plaster, niaseenry or concrete,
<br />-
<br />Lateral Bracing: Contractor to install lateral bracing in roof as specified by Truss NIFG'R
<br />AND CURING.
<br />r r' o a 9• _
<br />Including framingof open roofed structures- sills sole lutes fur r a p p mo red sleepers that are less than _-[ inches
<br />}Ieaders: Bearing Wall headers to be 4x10 or 6x8 D.P.2 nhin (Double 2x10 or triple 2x8 OK)
<br />from ground, mailers, edge strips, blocking, crickets, curbs, cant, vent strips and other members used in connection
<br />with roofing and flashing materials.
<br />Over Framing: use 2x6 @ 24, o.C. for ant now struciurat over frorwtng u.N.o
<br />Waterproofing: Waterproof all basement walls and crawl space foundations below grade.
<br />3-Treat other members specified as preservative treated (PT).
<br />Access: Attic Access shall be provWed for attics with an area greatertnan 30 S2FTand he!ght greater than 30'. The
<br />Crawl Space
<br />4- Preservative treatment by the pressure method complying with ASTM D1760
<br />cepeni.w,g size Es 22 x30'
<br />vapor Barrier: cover tuttre arawl space WENT CJTass ( vapor retardant (e.g, 6 huLlpaa fV.ew). GXrend MLwLnu m 6' up
<br />foundation walls
<br />PLYWOOD
<br />FRAMING CONNECTORS: SHALL CONFORM TO CURRENT EVALUATION REPORT AND BE
<br />AA- Comply Prod Sid PSI
<br />MANUFACTURED BY SLNIPSON STRONGTIE COMPANY, SAN LEANDRO, CA., OR PRE -APPROVED EQUAL.
<br />Access: Access shall be rovided to all under -floors aces. Access Openings throw the floor shall be a minimum
<br />P Pthrough
<br />13 Bear the mark of a recognized association or independent inspection agency that maintains contirium,,
<br />P P g Y
<br />PROVIDE MAXIMUM SIZE AND QUANTITY OF NAILS OR BOLTS PER MANUFACTURER, EXCEPT AS
<br />NOTED OTHERWISE. PROVIDE LEAD HOLES AS REQUIRED TO
<br />of ig' by 24'. Oper3ayg through a perimeterwatt. shall be not Less than 16' by z4'
<br />controlover quality of plywood which identifies compliance by veneer grade, group number, span rating where
<br />PREVENT SPLITTING OF WOOD MEMBERS. REFER TO PRESERVATIVE' TREATED WOOD RE UIREibIENTS
<br />Q
<br />applicable and glue type.
<br />PP g YP
<br />IN'IHESE GENERAL NOTES FOR GALVANIZING REQUIREMENTS FOR CONNECTORS AND FASTENERS.
<br />Foundation Ventilation: Provide an minimum of 1 SQFT of crawlspace ventilation per 150 SOFT of Crawl space
<br />C- Sheathing
<br />area. s o G VU-J_ o rovide erosc vwlLatZon. ewer s�ith i/a' wrrocton recLstanc meth s.G-ee.
<br />T
<br />T- APA Rated Exposure 1 or Exterior: panel grade CD or better
<br />Manufacturer: Sim son Strom Tie construction connectors are specified. However an nationally recognized
<br />p g p- Y Y ogienta
<br />Slab on Grade
<br />2- Wall sheathing:a Minimum I1/32-inch thick with supports 16-inches on center and 15/32-inch thick with
<br />Tupports 24-inches an center unless specified othenvfse. PP
<br />brand (silver, KC, ect.) may be used if they are equivalent in their ability to carry applied loads In all orientations.
<br />atiens.
<br />[ :7t[sll�� .
<br />,-BEARING WALL BEARING WALL -�
<br />OR BEAM OR BEAM
<br />CLEAR SPAN
<br />DEFINITION OF CLEAR SPAN: DISTANCE FROM INSIDE OF BEARING POINT
<br />TO INSIDE OF OPPOSITE BEARING POINT (.e. UNSUPPORTED DISTANCE)
<br />SPAN Tai1[es SPF
<br />Size Spain
<br />l � urthw
<br />on wrAe
<br />' I `_ t
<br />Vow*Graded
<br />Yquaa#Greem
<br />rrera
<br />I no.r
<br />I trv.z
<br />rro.a
<br />asa
<br />riot
<br />nine
<br />m.s
<br />12.0
<br />11-4
<br />10-9
<br />1 10-3
<br />8-2
<br />14-4
<br />13-6
<br />12-11
<br />9-9
<br />16.0
<br />10-4
<br />9-9
<br />9-4
<br />7-1
<br />13-0
<br />12-3
<br />11-2
<br />8-6
<br />Zx6
<br />192
<br />9-8
<br />1 9-2
<br />1 8.6
<br />I 6.6
<br />12.3
<br />11-7
<br />10-2
<br />7.9
<br />24.9
<br />9-0
<br />1 8-6
<br />1 7-7
<br />1 5-9
<br />11-4
<br />Loa
<br />9-2
<br />8-tit
<br />120
<br />15-0
<br />1 14-2
<br />13•5
<br />1 10-3
<br />Is -to
<br />17-10
<br />16-4
<br />1 12-4
<br />2x8 66.0
<br />13-7
<br />1 12-10
<br />11.10
<br />8-11
<br />17-2
<br />18-2
<br />14.2
<br />1 10.8
<br />192
<br />12- 10
<br />12-1
<br />10-f0
<br />8-2
<br />18-1
<br />16-1
<br />12-11
<br />9-9
<br />24.0
<br />11-11I
<br />t1-3
<br />9-8
<br />7-3
<br />15-0
<br />13.5
<br />11-7
<br />8-9
<br />t20
<br />19-1
<br />18-0
<br />16.2
<br />12-6
<br />24-1
<br />22-3
<br />19-5
<br />15.0
<br />2x10 18.0
<br />17-4
<br />18-1
<br />14-D
<br />10-10
<br />21-10
<br />19-3
<br />16-10
<br />13-0
<br />19.2
<br />16-41
<br />4-11
<br />1 12-10
<br />9-10
<br />20-7
<br />17-7
<br />15.4
<br />1 - 1 to
<br />24.0
<br />15-2
<br />1 13-1
<br />1 11-5
<br />I 8-10
<br />19.1
<br />15.9
<br />13.9
<br />-
<br />10 7
<br />120
<br />23-3
<br />21-tit
<br />19-i
<br />14-9
<br />26-0'
<br />26-0'
<br />22-10
<br />-
<br />17 9
<br />16.0
<br />21-1
<br />10-1
<br />18-8
<br />12-10
<br />28-0'
<br />-1
<br />22 0
<br />-
<br />19 10
<br />-
<br />15 4
<br />2x 12
<br />192
<br />19-10
<br />17-s
<br />I -1
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<br />11_ a
<br />25_ o
<br />p_11
<br />i -1
<br />a
<br />14-o
<br />24.9
<br />18-5
<br />15-7
<br />13-6
<br />10-5
<br />23-3
<br />t8-e
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