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General notes Standard Structural Specifications
<br />STANDARDS
<br />ALL METHODS, MA7TRIALS AND WORKMANSHIP SHALL. CON17OIZAI TO THE 2015 INTERNATIONAL
<br />Geou:chnical Report: Kasko Engineering strongly recommncnds that a gwtecimical report be performed by a
<br />AStabs oil Grade: See foundation plan for concrete slab Thickness, Reinforcement, mid finish requirements
<br />BUILDING CODE OBC) AS AMENDED AND ADOPTED BY THE LOCAL BUILDING OFFICIAL OR APPLICABLE
<br />qualified geou;chnical cngiruer for all land based construction. If this inimmation 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 Stabs: Ltl, tess vested otherwise, r-taruoe slab shall be 4' cot,ctcte slab with /j'3 rebar at 24' o.e. each way or
<br />CONTRACT DRAWINGS. CONSULTANT DRAWINGS BY 0114ER DISCIPLINES
<br />6x6A10/10 wove,,,v',re ruesh, over 6 mile poL� vapot barrier over 4' comp>acted crtcshO gravel roclz. ie' Thicl,el,ed
<br />ARE SUPPLEMENTARY TO ARCHITECTURAL DRAWINGS. REPORT DIMENSIONAL OMISSIONS OR
<br />FOOTINGS: SHALL BEAR ON FIRM, UNDISTURBED EARTH OR'STRUCIURAL BACKFILL'. NATIVE EARTH
<br />slab with (I) #4 continuous rebm' required at garage opening.
<br />DISCREPANCIES BETWEEN ARCHITECTURAL DRAWINGS AND STRUCTURAL, MECHANICAL, ELECTRICAL
<br />g'p(R ,+I; -SHALL BE SURFACE COMPACTED. AREAS OVER-EXCAVA7'L'U SHALL. BE BACKFILLED WI111
<br />OR CIVIL DRAWINGS TO ARCHITECT PR10R TO PROCEEDING WITH N'ORK. STRUCTURAL DRAWINGS
<br />SHALL BE USED IN CONIUNC ION WITH ARCH1TIL URAL DRAWINGS. PRIMARY STRUCTURAL
<br />LEANT CONCRETE (1'I-2000 PSI) OR *STRUCTURAL BACKF'ILL'. AREAS DESIGNAIED'STRUCTURAL
<br />Interior Slabs: uwless otherwise tested, mtei-ior slabs shaLL be 4' coturete slab with #-s i ebar at 24- O.C. each wa11
<br />ELEMENTS ARE DIMENSIONED ON STRUCTURAL I LAYOUTOF
<br />J 2AL TANS AND DETAILS AND OVERALL
<br />➢ACKhlI-1.` SHALL BE PILLED N711i APPROVED WELL-GI2AllED BANKI2UN MATERIAL. MAXIMUM SIZE
<br />OF ROCK 4`. 1120211E SOIL, ORGANIC MATERIAL AND
<br />r 2' ,' i.d itvsuLat' ,,. (Where L,nsuWtiav, is
<br />or 6x6xioho w v ., wire n,Gah over 6 vu.iAe of vapor bam.er ove to e
<br />° e P U 1 ag
<br />NEE
<br />STRUCTURAL PORTION OF WORK. SOME SECONDARY i'I I'Mi1E1'S ARE NOT DIMENSIONED SUCH AS',
<br />WALL CONFIGURATIONS. INCLUDING EXACT DOOR AND WINDOW LOCATIONS, ALCOVES, SLAB SLOPES
<br />D. CO
<br />ULLL1'B1210US MA7TL'li NOT ALLOWED. COME ACT T'0 AT LEAST' 95 % OF 11'S MAXIMUM DENSITY AS
<br />required) over 4' corupacted unshed gravel vocle.
<br />AND DEPRESSIONS, CURBS, LTC. VERTICAL DIMENSIONAL CONTROL IS DEFINED BY ARCLU EC1URAL
<br />DETERMINED BYASTNI D 1557. CONTRACTOR SHALL LX02CISL 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 ITEMS. UPON DISCOVERY, DO
<br />Reinforcing: re -bar or wovem wAc t„esh shall be as tested or, pla„s ao,.d shalt be pLaced i b.' above the bottow, of
<br />RELATIONSHIPS TO CONTROL DIMENSIONS DU1NLD BY ARCHITECTURAL DRAWINGS. DETAILING AND
<br />NOT PROCEED Willi WORK UNTIL RECEIVING WRITTEN INSTRUCTIONS FROM ARCHITECT. A
<br />the slab.
<br />SHOP DRAWING PRODUCTION 17OR STRUCTURAL ELEMENTS WILL REQUIRE DIMENSIONAL
<br />COMPETENT REPRESENTATIVE OF 171E OWNER SHALL. INSPECT ALL 1-70011NG EXCAVATIONS I -OR
<br />INFORMATION CONTAINED IN BOTH ARCIi11EC'1'URALIND STRUCTURAL DRAWINGS.
<br />SUITABILITY Y OF BEARING SURFACES PRIOR TO PLACE-MI:NT OF REINFORCING S1'LL'.L. PROVIDE
<br />DRAINAGE AND DEWATERING AROUND ALL WORK TO AVOID WAT'LR-SOFITNED FOOTINGS.
<br />.Labs that dralu. garages, Pores) shall, be sloped i/e'-1/4' pre' 1'
<br />( Drainage:
<br />Reference code and standards
<br />- International Residential Code 112C 2U15
<br />FREE DRAINING BAC FILL MATERIAL. FOR RETAINING & BASE[,tiNIT WALLS
<br />Maness: FtDot slabs shall be Level. ,vithl, -/.' of atwl la Lev,gth. Fatness shall be cheeized with a i.o' snvight edge
<br />A CLEAN, TREE DRAINING, WELL GRAUID GRANULAR MATERIAL CONFORMING TO ASTM D2487 GW
<br />within 24 hours of placement.
<br />. Washington State Building Code
<br />OR SW WHOSE MAXIMUM PARTICLE SIZE DOES NOT EXCEED 3/4' ANU WHOSE FINES CON'LENT
<br />. National Design Specification for \\'wd CDnsn-uction, NllS' 2015tic
<br />(MATERIAL PASSING 771E NO. 200 SIEVE) DOES NOT L'XCLED 5%,
<br />ConcreL topping: Ifs specified on drawings, concrete Lopping may be installed over floor oist- The concrele
<br />- 1 p g y 1
<br />topl,4, g om a floor shall be i+,.staLled per w,.ai-factl,im s sptafwatio,.. The topply, shall vat exceed i '/a' inn. tl,ici,..tss
<br />. Wood franc Construction Manual, AWC 2015
<br />Surface drainage: Fivush grades are to be at Least 6' below wood SWIV,g. Lots spat be graded to draiw water away
<br />and shall be less tlimi 18 psf (12 psf per inch thick)
<br />. Building Code Requirements for Structural Concrete, ACI 318-11
<br />f1'o- the fo-Aatlo- The grade shall f iLL a ndnLwutru of C,- W, the first l0'. if 6' of fat is not perluLi slbte, lmpervious
<br />surface shall be sloped 2% away from the building-
<br />Connection to interior warps: it,terwv walls stint be ea-ected to co-ete slab with '/'xio' Lrv,.q atuhov bolts @;d
<br />. Minimum Design Loads 1a' Building and Oticr Structures, ASCU 7-16
<br />. Steel Consuuctiorl Manual, 15 tit Edition, AISC 2015
<br />Fooling drains: footing Drai.rs shall be provided a ilfe base of all feelings mid triaming walls which will have cash
<br />O.C. or r/.' split pits C--2' O.C.
<br />O.U.
<br />GENERAL CONSTRUCTION NOTES
<br />placed against them. Washed drain fork must extend within one fort of the finish grade. Footing drains shall
<br />WOOD CONSTRUCTION IBC CH 23 & NDS
<br />be 4' per far aced pipe routed downgrade to daluught, ,„less otherwise specified.
<br />THESE GENERAL NOTES ARE TO BE USED AS A SUPPLEMENT1*0171E SPECIFICATIONS. ANY
<br />DISCRF1 ANCIES FOUND AMONG THE: DRAWINGS, THE SPECIFICATIONS, THESE' GENERAL NOTES AND
<br />GLIEl12Al.I2L' Ull211vt1IE1'S: PROVIDE MINIMUM NAILING PER IBC TABLE 2304.I0.1 OR MORE, AS
<br />Q
<br />111E SITE CONDITIONS SHALL BE REPORTED TO 111E ARCHITECT, WHO SHALL CORRECT SUCH
<br />CONCRETE
<br />SURE 1RLAT ALL WOOD IN CONTACT Willi CONCRETE OR MASONRY.
<br />DISCREPANCY IN WRITING. ANY WORK DONE BY THE GENERAL CONTRACTOR AFTER DISCOVERY OF
<br />PROVIDE CUT WASHERS WERE BOLT' HEADS, NUTS AND LAG SCREW HEADS' BEAR ON WOOD. DO
<br />SUCH DISCREPANCY SHALL BE DONE AT THE GENERAL CONTRACTOR'S RISK. THE GENERAL
<br />_
<br />TOTAL CEMLN TITIOUS MATERIAL: THE SUM OF ALL CEMENT PLUS' FLYASH AND SLAG. AT THE
<br />NOT NOTCH OR DRILL STRUCTURAL MILIBERS, EXCEPT AS ALLOWED BY IBC SUCTIONS 2308.42.4
<br />CONTRACTOR SHALL VERIFY AND COORDINATE DIMENSIONS AMONG ALL DRAWINGS PIZ10R TO
<br />CONTRACTORS OPTION FLYASH OR SLAG MAY BE SUBSTITUTED FOR CEMENT BUT SHALL NOT
<br />AND 2308.7.4 OR AS APPI20\'ED PRIOR TO INSTALLATION.
<br />PROCEEDING WITH ANY WORK OR FABRICATION. THE STRUCTURE RAS BEEN DESIGNED TO RESIST
<br />EXCEED 25% BY WEIGHT OF TOTAL CEMENTIT10US MATERIAL. IN NO CASE SHALL 711E AMOUNT OF
<br />CODE SPECIFIED VERTICAL AND LATERAL FORCES AFTER THE CONSTRUCTION OF ALL STRUCTURAL
<br />FLYASH OR SLAG BE LESS T14AN 5-1/2 SACKS OF CL'ME'.NTCt70US MATERIAL PER CUBIC YARD,
<br />FRAMING LUMBER: STANDARDS. EACH PIECE SHALL. BEAR THE GRADE TRADEMARK OF THE WEST
<br />U
<br />ELEMENTS HAS BEEN COMPLLrrED. STABILITY OF THE STRUCTURE PRIOR TO COMPLETION IS THE
<br />UNLESS NOTED OTHERWISE.
<br />COAST' ER BUREAU HEALER), WOOD PRODUCTS (\\'\\'PA),
<br />SOLE' RESPONSIBILITY OF T14E GENERAL CONTRACTOR- THIS RESPONSIBILITY INCLUDES BUT 1S NOT
<br />AN LIMBERN
<br />STANDARD COMMITTEE (ALL
<br />OR 011iP12 AGENCY ACCRLDI7ED ➢Y THE AML'121CAN LUMBER STANDARD COMMITTEE (ALSC) TO
<br />AGENCY ACCREDIIIONTED
<br />ER A
<br />LIMITED TO JOB SITE SAFETY; ERECTION MEANS. METHODS, AND SL'QUENCIS; TEMPORARY SHORING,
<br />_ _
<br />CONCRETE PLACEMENT
<br />GRADE UNDER ALSC CERTIFIED GRADING RULES. SPECIES AND GRADE (BASE DESIGN VALUE)
<br />FORMWORK, BRACING; USE OF EQUIPMENT AND CONSTRUCTION PROCEDURES. PROVIDE ADEQUATE
<br />O\\'LNG ALL APPLICABLE' ACI RECOMMIESEUA170NS. CONCRETE SHALL BE
<br />RESISTANCE 1'O LOADS ONTHE STRUCTURES DURING CONSTRUCTION P112 SEI/ASCL' STANDARD N0.LA
<br />PROPERLY CONSOLIDATED PER DO NOT
<br />MECH11CALL MEAL VIBBETWEEN
<br />`DOUG
<br />37-14 *DESIGN LOADS ON STRUCTURES DURING CONSTRUCTION.
<br />MONO10R
<br />1T-- SHALL COORS,
<br />GVI12-\'11312A11i CONCRL•1E SHAH BE IIOUR73D MMONOLITHICAILY BL1lVl11E CON5112UC'L10N 0R
<br />E POURSINGED
<br />1. tin BEAMS' AND HEADERS'. FIR-LARC14- NO. 1 O'b=1350 PSI, Fv=170 PSI)
<br />CONSTRUCTION OBSERVATION BY THE STRUCTURAL ENGINEER IS FOR GENERAL CONFORMANCE
<br />EXPANSION JOINTS. IF CONCRETE IS PLACED BY THE PUMP METHOD, HORSES SHALL- BE PROVIDL'D TO
<br />2, 2x l'O 4a JOISTS, PURLINS AND HLADL'RS. 'DOUG FIR -LARCH" NO.2 (1-b--900 PSI, Fv=180 PSI) OR
<br />Willi DESIGNASPLCTS ONLY AND IS NOT INTENDED IN ANY WAY TO REVIEW THE CONTRACTOR'S
<br />SUPPORT THE HOSE, THL HOSE SHALL NOT BL ALLOWED TO RIDE ON THE REINFORCING. WEATHER
<br />"HEM -FIR" NO. I (11=975 PSI, Fv=150 PSI)
<br />CONSTRUCTION PROCEDURES.
<br />FORECASTS SHALL BE MONITORED AND ACI
<br />3.6x POSTS AND COLUMNS.'DOUG FIR -LARCH" NO. I (Fc-1000 PSI)
<br />RECOMMENDATIONS FOR HOT AND COLD WEATHER CONCRETING SHALL BE FOLLOWED AS
<br />4.1'sX7'ERIOR SPUDS, INTERIOR BEARING WALLS AND 4x COLUMNS. 'DOUG FIR -LARCH' NO. 2 Ole=
<br />REQUIRED.
<br />900 PSI, Fc=1350
<br />DESIGN LOADING CRITERIA:
<br />COLD WEATHER PLACEMENT:
<br />PSI) OR 'HEM -FIR.- NO. 1 (I1b=975 PSI, Fc-1350 PSI).
<br />THE STRUCTURAL DESIGN WAS BASED ON Trill' STRENGTH AND DEFLECTION CRITERIA OF THE
<br />I. COLD WEATHER IS DEFINED BY ACI 306 AS 'A PERIOD WHEN FOR MORETHAN 3 SUCCESSI\ti DAYS
<br />5AN'TERIOR NON -BEARING STUD WALLS. `DOUG FIR -LARCH' NO. 2 (11n=900 PSI. Pc=1350 PSI) OR
<br />INTERNATIONAL BUILDING CODE. IN ADDITION TO T14L DEAD LOAD OF THE STRUCTURE, IHE
<br />TH C, MEAN RAIL-i TGMP6RATKr-E nlz.ons L-EL-Ow 401 F.'
<br />'HEM -FIR" NO. I
<br />FOLLOWING LOADS WERE USED FOR DESIGN:
<br />2. NO CONCRETE SHALL BE PLACED ON 11202-N OR PARTIALLYFROZEN GROUND. THAWING THE,
<br />(11p=975 PSI, Fc=1350 PSI)
<br />Siructw'al Design Criteria:
<br />GROUND Willi HEATERS IS PERMISSIBLE.
<br />6.2x & 3x 1'&G UECKING:'DOUG FIR-1.AI2CH" COMMERCIAL (I7b=(450 PSI, E-17W KSq
<br />VERTICAL LOADS:
<br />3. CONCRETE MIX TEMPERATURES SHALL- BE AS SHOWN BELOW. HEATING OF WATER AND/OR
<br />AGGREGATES MAY BE REQUIRED TO ATTAIN THESE TEMPERATURES.
<br />7.11E MBNIIUM GRADE OF ALL 011i112 S772UC1U72AL 112AMBNG.'UOUG FIR-LA12CH' N0. 2 (il)= 900
<br />SOILS AND FOUNDATION DESIGN CRITERIA (IBC CH. 18)
<br />4. THE CONCRETE MAY REQUIRE PROTECTION FOR 4-7 DAYS AF7L'R POURING. IF T-AIPERATURL'S
<br />REMAIN BELOW FREEZING, INSULATING BLANKET COVERAGE IS REQUIRED. IF TLMPLRATURES ARE
<br />PSI, Fc-1350
<br />PSI), OR -HEM-FIR- NO. 1 (1-b--975 PSI, Fc-1350 PSI).
<br />SUBSURFACE INVESTIGATION SHALL BE REQUIRES PER 18032. IN 1HE ABSENSE OF A SOILS REPORT,
<br />SLIGHTLY
<br />8. UTILITY & STANDARD GRADE'S NOT PERMITTED.
<br />FOUNDATION DESIGN SHALL BE DETERMINED BY THE LOCAL JURSIDIC110N OR PER ➢3C TABLE 18062:
<br />sCLow 11111INg (30' F MIN.) AT NIgHTAND Al:,OVE FREEZINg ni,LP-INg THE DAy, ieRAFrPAPER wnt-t
<br />I. SOIL BLARING PRESSURE: 1500 PSF
<br />COMPLETE COVERAGE MAY BE USED IN LIEU OF INSULATED BLANKET'S.
<br />Materials: timely l Lumber and (Solid Sawn): Visually gelded lumber shall Douglas Fir -Lana
<br />2 ACTIVE PRESSURE - RESTRAINED: 45 PCF
<br />be o a l b
<br />or9%orr. Visually graded Haloes shall be Douglas Fir-L.arcii #I or better. lobe muistwl: content of all lumber shall ix:
<br />gra shall
<br />3. ACTIVE PRESSURE - UNRESTRAINED: 35 PCP
<br />HOTOR WINDYWEATHER
<br />1990 or less at toe time of construction.
<br />4. PASSIVE RESISTANCE: 25OPCF
<br />IS DEFINED BY ACI
<br />H01' W'L'A11iL'12 IS UGIIN]D BY ACI 305 AS 'ANY COMBINATION OF HIGH AIR TEMPERATURE, IOW
<br />5. COHITICIL'N'T OF FRICTION: 0.35
<br />RELATIVE HUMIDITY, AND WIND VELOCITY, TENDING TO IMPAIR THE QUALITY OF FRESH HARDENED
<br />Sn-uctw'al Glued Laminated 7'intbu-s (GLB): Suuciural Glulmn timaers wall be nwiW actured and graded as
<br />6. LoeAL 1-TiDST ne-Foos: 12^
<br />CONCRETE. ACI 305 FIGURE 2.1.5 SHALL. BE USED BY T14E CONTRACTOR TO ESTIMATE THE RATE 01'
<br />required fir AN I M UJ 171 mid ANSI 7{190( 1-and be stamped with mi ATTC quality mark or APA-LWS trademark.
<br />ALL FOOTINGS SHALL BEAR ON FIRM UNDISTURBED EARTH ORCOMPACTEDSTRUCTURAL BACKFILL.
<br />EVAPORATION. WHEN THE ESTIMATED RATE OF EVAPORATION IS GREATER THAN 0.2 PSF/HOUR THE
<br />� �
<br />G1WWallis s shall be Douglas -Fir Combination _41-V4 1,8E bans _ for simple span rmid 4I; -VS 1.8L' for
<br />AREAS OVER EXCAVATED SHALL BE BACKF➢I.ED WITH CLEAN STRUCTURAL BACK FILL
<br />PJACEMIE'NT SEIALL BE CONSIDERED A HOT WEATHER PLACEMENT'. PRECAUTIONS' AGAINST PLASTIC
<br />auttinuous spots and cantilevers. Odner glulam combinations with equivalent design p111lelties 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 />SHRINKAGE CRACKING ARE NECESSARY. PRECAUTIONS TAKEN BY THE CONTRACTOR
<br />VARY DEPENDING UPON THE FACTORS ASSOCIATED Willi WATER EVAPORATION AND INCLUDE BUT
<br />written approval from We engineer of record.
<br />l0 dead
<br />RE NOT LIMIED
<br />psi
<br />Glulmn columns shalt be Douglas Fir Combination 2 1,8E.
<br />Isxteiior Walls: 12psf, Interior Walls: 10 psf
<br />1. LIMITIN CONCRETE TEMPERATURE 1-0100'F AT IIMC OF PLACEMC NT.
<br />g
<br />Glulmm member shall be Framing or Industrial appearance.
<br />LATERAL FORCES
<br />2. APPLICATION 01' AN EVAPORATION 12LTARll112.
<br />3. USE OF FOG SPRAY.
<br />Camber All stuck glulan beaus shall be cambered will a 3500' radius unless nosed otherwise
<br />LATERAL FORCES ARE TRANSMITTED BY DIAPHRAGM ACTION OF 1200E AND FLOORS TO SHEAR
<br />4. REDUCTION 017 POUR SIZE.
<br />on plan. Stock beams will um cauber an, acceptable when available.
<br />WAILS. LOADS ARE THEN TRANSFERRED TO FOUNDATION BY SHEAR WALL ACTION W14LIZL
<br />5. PLACING CONCRETE AT NIGHT.
<br />ULTIMATE UISPLACL'.MIE'NT IS RESISTED BY PASSIVE PRESSURE OF EARTH AND/OR SLIDING FRICTION.
<br />Default wood types: Unless otherwise noted, the material for a suuetwal member is as shown:
<br />OVERTURNING IS RESISTED BY DLAD LOAD OF THE STRUCTURE
<br />CONTROL AND CONSTRUCTION JOINTS
<br />Post: Douglas Fir 42 (D.1' 2)
<br />WM:
<br />CONSTRUCTION JOINTS SHALL MEET THE REQUIREMENTS OF ACI 301 SECTIONS 2.2.2.5 AND 5.32.6.
<br />Beams- 4x10 Douglas Fir #2 unless odle-miw noted
<br />_77-iDl1vi,'AILi11S 'I] Ili CIUl h'ry 9-U L'jij THi.'MML'IHOU 2 - SIMPLIFiFd) ENVELOPE PROCEUUI2L'" PI12
<br />\\ HERZE CONSTRUCTION JOINTS ARE NOT SHOWN ON PLAN OR ADDITIONAL CONSTRUCTION JOINTS
<br />Sawn Joist: U.1'2
<br />_
<br />AS
<br />ASCE 7-10.
<br />Al'Ji RL'QUllRL'U SURMMIT Y120IfOSID JOINTING FOR STRUCTURAL L'NGINEIIRS APPROVAL.
<br />Studs, Sills, Plate: Henn Fir (11R) or Douglas fir (D.F.)
<br />- EXPOSURE CATEGORY = B
<br />PROVIDE CONSTRUCTION JOINTS AS INDICATED BELOW UNLESS NOTED OTHERWISE ON THE PLANS:
<br />-
<br />- BASIC WIND SPEED 3 SEC. GUST' V - I10 MPH
<br />( ).
<br />I SLABS ON GRADE: PROVIDE I'ONSTRl1l110N AND/OR CONTROL IOINTS AI' 16 11131' O.C.
<br />Rini Joists 2x OiS ' Same OS floor Joist Material
<br />1 1st Sat
<br />- RISK CATEGORY PER TABLE: 1.5-1 =
<br />MAXIMUM FOR UNLXPOSID SLABS ON GRADE AND 12 HiLl'QC. FOR LXPOSED SLABS ON GRADE.
<br />Blocking: Hell/ Fir (H.F.) or floor joist material
<br />- TOPOGRAPHIC FACTOR K = 1.0
<br />COORDINATE JOINTS \Vf1li ARCHITECTURAL DRAWINGS
<br />Exposed Structural Members: Pmsure Treated (P.T) or Ccdar
<br />- INTERNAL I'RC5.0etRE COC-IA: 10 IC NT (E NC OECD) - i n Ie
<br />Glue-L.amintui (Dry Use) 24F-V4 (GLB)
<br />SEISMIC:
<br />CONCRETE CURING AND SEALING
<br />glue-(ami"Led (wel use). IZDdoro Treated'VbWrt '
<br />CURING PROCEDURES SHALL COMMENCE IMMEDIATELY AFTER FINISHING CONCRETE T'0 MAINTAIN
<br />D I- B3C 1613, Risk Category: 11, Wind Exposure: C, Basic Wind Speed: I IOMPH,
<br />CONCRETE 1N A MOIST CONDITION. VL'RIIY CURING AND/OR SEALING PRODUCT'S ARE COMPAIIBII:
<br />Moisture warm. Tone Max Mioiutic content shall be I9%at the time of installation of eormeears, Nails,
<br />(ASCE 7-10) V =CsW
<br />WITH FLOOR COVERINGS' SHOWN ON THE ARCHITECTURAL DRAWINGS. FOLLOW ALL
<br />and
<br />S13SNUC IMPORTANCE FACTOR, le = 1.0
<br />MANUFACTURER'S RECOMMENDATIONS. SLABS ARE DEFINED AS SLABS ON GRADE, CONCRLI'E ON
<br />txhlls lb" flarlIong I11CIllbell.
<br />RISK CATEGORY OF BUILDING PER TABLE 1.5-1 =11
<br />METAL DECK, ELEVATED POST -TENSIONED OR MILD RIINTORCED DECKS, AND TOPPING SLABS.
<br />SPECTRAL RESPONSE ACCELERATIONS Ss = 1.043 Si = 0.391
<br />Pressure Ticated Lumber- All members in contact with Eardi/concrete or exposed to the elements shall be
<br />SITE CLASS PER TABLE 20.3-3 = D
<br />Reinforced concrete: Place all reinforcing per plans, details, and applicable erode rtquirements. Lap all continues
<br />pressure treated (P.T'.) Wood pirsuvalive sliall be applied immediately to cut members offer fabrication/ field
<br />DESIGN SPECTRAL RESPONSE ACCELERATIONS SUS = 0.753 & SD = 0.422
<br />bars 24 X dlanocLer. Rx-bar, bolts, be Fled in to
<br />uimnting. Copper Naphdwnatc (minimum 10%solution) recommended
<br />SEISMIC DESIGN CATEGORY = D
<br />minimum anchors, etc. shall securely position prior concrete
<br />W = 0-17L'CIIVE SEISMIC WEIGHT OF BUILDING = 118k
<br />Placement. Re-bm shall be rust free old fltie• oI coaling that Ella)' inhibit bonding
<br />ANALYSIS PROCEDURE USED = EQUIVALENT LATERAL FORCE PROCEDURE
<br />Joists wldlr interior patition walls: in addition to specified joist spacing, Additional Joist required wider all
<br />RESPONSE MODIFICATION FACTOR PER TABLE 12.2-1, R = 6.5
<br />Anchor Bolls: Provide l/x10• Lot.g ,vet set o, expa,.slor. 0-ho, bolts @ 4. 0 c "thL. ,=-12' of co, e,e, s wLth
<br />interior partition walls so that the partition is not sitting only on OSB or Ply flooring material.
<br />Cs (UL11M1A1E) = 0.116
<br />1•x:s'x1 /4' squa,'e washers.
<br />Baiting: uze a vxio-,iruutu of a i /2' bea,i.v,a Lenz)th wood for f1'at„iv,g tuetube, s uv.Less otlle,wise tested else enough
<br />DESIGN BASE SHEAR V (ULTIMATE) = 13 71:
<br />studs to match or Exceed beam width unless noted otherwise.
<br />Adhesive Anchors: Epoxy anchors in Concrete shall be Simpson SLAMP or Hihi HIT-HY 200-R or equivalent.
<br />Codes: All material mid wort: shall adhere to the minimum requirements of the reference codes mid standards installed per manufactures guidelines. For extreme temperature applications, what long tern lempemlun
<br />listed above Contractor shall be responsible to comply with OSHA, State Labor, and htdusuy Staidm-ds. Cornmctor exceeds 110 deg F or less than 0 deg 17, Use Simpson SL7-3G.
<br />Assumes Trull Responsibility of Clnstuction M1ethods used, Safety Provisions employed, and the finish condition of
<br />Ufc atructwc. POST-lNSTAl ILD ANCHORS
<br />Construction Personnel: Only competent personnel fanlliar with construction mid safety practices relevwit to the
<br />project should be employed to assemble mid construct the wodc
<br />Pro ec Safety: The PIV ect Drawin • aid specification )resent the flushed structure
<br />Constrvdion Mlctlods mod l
<br />1 Y 1 b I (q
<br />mid do not indicate methods, procedures, or sequence of wnsimcdon. The builder must Lake uecessay
<br />precautions to maintain and ensure the innglity of the structure during construction. K-ko Engineering will not
<br />enforce safety measures or regulation, nor will We owncror the designer.
<br />Temporary S'upporu 7lhe builder must provide adequate support to all walls, hearts, nuts, colwtuns, mid floor
<br />during construction. The design of these supports is not included unless specifically shown. Contractor shall be
<br />responsible for adequacy' of a]I temporary support, systerns.
<br />Specifications: All notes, Call outs, and details included within t» s &,agn package are required unless specifically
<br />noted otherwise.
<br />Verification: Verify all dimensions, elevations, and site conditions before suiting work. Not ify tie owner of any
<br />Discrepancies
<br />Conflicts: Notes mid details oil the structural dinw•ings take precedence over the standard strUCLU al specifications
<br />mid typical details. Written dimensions take precedence over scaled drawing dimensions. Structural notes and
<br />details on the structural drawings take pirecdence over tie Architectural drawings.
<br />Errvrs: The Contactor is responsible to cl=k the plans and site conditions mid to notify the an:lutect
<br />/designer/engine :r of reconi of sly envrs or omissions prior to Life start of tie project.
<br />Changes: Written approval from life engineer of recOrd is required for any structural changes to the provided
<br />drawings. Changes may be made in the Geld with written consent with Kasko Engineering. Please provide a redlufc
<br />drawing or sketch of desired changes to provide corn ext and applicable information
<br />v" ' un:rs' approved ruduct evaluation report mid list all roused substitutions Lo
<br />Substitutions: Provide manufact
<br />a1H P l proposed
<br />the owner for approval before instaRation
<br />Similar work Where cmistrucuo ddalsra a not shown or detailed for an part, ofthe project, the area shall be
<br />constructed in life same mauler as similar work shown on the drawings
<br />Modification of SuecLUral MMembers: Cuts, Notches, and holes bond in trusses, structural composite members,
<br />glue Laminated members, or I joists air prohibited except when permitted by Life inalul'aaurers
<br />rverormnendations or shown oil the attached allowable Idle diagrams.
<br />Scope of Wor'k: The scope of Work of Kasko Engineering, life, is limited to the vertical mid lateral analysis of the
<br />subject structure. Ksko Engineering, life. tales no nslonsibility for items not specifically addressed in die
<br />calculations and drawings or callous. Completion of work: Submittal of these stmetwrl drawings to tie client
<br />completes tie present scope of work mid budget of K:skll Engineering. Inc. Other consultation, design.
<br />calculations, sketches, wL After submittal of this repo" shall be billed at an hourly basis.
<br />Cod:: Cast in place concrete sizing, placing, mid Testing shall evn1o1111 to 113C chapter 19 and ACI 318-11
<br />POST -INSTALLED ANCHORS: SHALL ONLY BE USED WHERE SPECIFIED ON THE CONSTRUCTION
<br />UOCUMENTS.1'HG CONTRACTORSHALL OBTAIN APPROVALFROM THE STRUCTURAL L:NCINE112
<br />Solid Sawn Lumber' opuons tO I-Joisb: Solid Sawn lumber may be prefennd Over I -joists due to cost mid
<br />availability, or other reasons. The following Solid sawn Iwnber' options may be used rip lieu of engine,aed I-lolst5
<br />(Tjrs) without appi oval of the er,.gl.mgxr of reca, d MaiwtaL. oaeg ,,.at spacL,,.g (e e. 12" 16 , or 24' 0.0 )
<br />2x10 D.F.2•s w,a,w be used ice Lieu of 9.s' T)l 210's
<br />2x 12 U.F2's may be used in Lieu of I 1-7/8 Ill 2I0's
<br />Otwr options maybe acceptable, but require the approval from lite Engineer of record
<br />b Minimum 48-inches wide at comets without center bracing of furring.
<br />3- Roof sheathing:
<br />a Minimum 11/32-inch thick with spats rating 24/0 or 15/32-inch thick with span rating for suppo s
<br />16-inches on center wiless otherwise specified.
<br />b Minimum 19/32-inch thick or spats rating of 40/20 or 23/32 -inch thick or span rating of 48/24 for
<br />suppofu 24-inches on center.
<br />U- Sub -Flooring:
<br />!- Under finish wood Ilooring or wnderlaymenu
<br />a APA (Rated sheathing, Exposure I, panel grade CD
<br />If Minimum 19/32-inch thick with span rat ing 32/16 or greawr for supports at 16 -inches oil center
<br />and 23/32-inch thick with span rating 48/24 for supports at 24-inches on center.
<br />2- Combination sultllooring-whderlaymem under reslilient flooring or carpet:
<br />a APA Rated Smd-I-Floor Exterior or Exposure 1, T mid G
<br />b Minimum 19/32-inch thick or grrater, spat rating 16, for supports at 16 -inches on center, 23/32-inch thick or
<br />greater', spat rating
<br />of 24, for supports at 24 -inches on cents.
<br />3- Undeaiayment
<br />Screws:
<br />I Wood to Wood: ANSI B18.6.1 or ASTM C1002.
<br />2 Nails:
<br />1 Size and type hell suited for purpose unless noted otherwise. Use aluminum -alloy nails, plated nails, or
<br />3 zinc-costed trails, for nailing wood wort: exposed to weather mid on tvol blocking.
<br />Framing and Timber Connectors:
<br />1 Fabricate of ASTMM A446, Gradc A; steel sheet not less that 0.052 inch thick unless splecif ied
<br />otherwise. Apply standard plating to steel timber connectors alter poaching, Jointing and assembly of
<br />Parts.
<br />2 Framing Angles: Angle desigiu:d with bendable legs to provide ill= way anchors.
<br />3 Straps:
<br />a Designed to provide wind and seismic ties with sizes as shown or specified.
<br />b Strap ties not less that 1-1/4 inches wide.
<br />c Punched for fastener.
<br />4 Metal Bridging:
<br />a Optional to wood bridging.
<br />If V shape deformed strap with not less than 2 nail holes m ends, designneei to nail to top mid side of
<br />framing member and boLwm mid side of opposite member.
<br />c Not less than 3/4 by 5 inches bendable nod ling flange on ends.
<br />d Fabricated of 0.04 inch minimwn thick sheet.
<br />5 Joist Hangers:
<br />a Fablicated of 0.063 inch minimurn thick sheet, U design unless shown otherwise.
<br />b Heavy duty hangers fabricated of minimwn 0.108 inch thick slheet, U design with bent lop flange
<br />to lap) over beano.
<br />6 Timber Connectors: Fabricated of swel to shames shown.
<br />Adhesives:
<br />1 For field -gluing plywood to lumber f aning floor or roof systems: ASTM D3498.
<br />2 For suuci urd laminated Wood: ASTM U2559.
<br />Studs: for Headers from 0-6' long, (2) studs are required (I trimmer mid I king surd). For spxms over 6' use (3)
<br />studs, (2 Lti inners and 1 king stud). Include additional trimmers as specified.
<br />Stud holes and notching: Notch mid hole size may not exceed the following max percentage of stud width:
<br />Bearing walls: Hole- 40% of total stud width, notch- 25 % of total stud width
<br />Nest bearing walls Hole-60%of total stud width, Notch-40%of Loral stud width
<br />Iv, at cases, hole edges ru.ust be at least ve' fvom edge of stud
<br />If these requirements cannot be met, art additional stud may be installed adjacent to file existing stud and
<br />flush against the wall sheathing
<br />REQUIREMENTS FOR FASTENERS IN TREATED MATERIAL: AL. HARDWARE AND FASTENERS IN
<br />5 HDG HOT DIPPED GALVANIZED OR SST300
<br />STAINLLSS STELE. CONNLCTORS OR LQUIVALL'NT
<br />li-IL eon. All f-lld,il rd itmu Own lu u,.free aaw'dauce .,W M)G'C. rewuunaldmi- uud requii-I.I s
<br />(L-IIIl, Ihlu.um, aloe W edge diatoms., l ie,en .. -.).
<br />siuy,.n Cmma:uua: Unlms,O,--,Lard,ll. 1.1E-ing siny- S-rigl'k Com,axma shall W used:
<br />Post ©ps: C131-7-, P 71LPC7 BC/ISCS
<br />Post Baca: CMR PB/PBS. ABNN3U/ABW
<br />)oiar li-Sm: LUCJLII/U/HUAWC/Itm'f/HUSIT 1f,1 II WWO
<br />I per li-g-. IUSAHU. n'SIM1'1'/KUT(sup-flange)
<br />Bann Bang-: BU/RUC/BUCQ/L1GUS. LIIG/MEG/EG (pup-11-ge)
<br />awd IbIl, - I.SU/LSSU. LRU-Z
<br />1- ,red RWU,-m ,,: Ill. 112.5A,m' SDC15600 al-h hat w double plate
<br />Shear w.11 held d.wm. 1)DUAYrt' with SSTB/PAB. SUM 14 u, S1'Innl4W strap-f ylx held duxes moy be
<br />-d'u, Btu I W marry i-A hold d,.,-
<br />Flan b Maur .step 6- BDU2. NISI '48
<br />Deco: fawn tics D1`rZ
<br />r-.-Rcqub-liu:We ri-1,a-d.v< If tutu..... Ill% woud,unub-0III. ,lx less tha„wal
<br />- birth w IBC 1'Wde 2304.9.1
<br />S.plm: , nr ,tote. _fs, .w.t wall, 0" ,we Penwus - gauge wire staples wab o „c". }A..• din c.owm I,— able
<br />R602.3(1) I-W b).
<br />ExECmlON-IIWIING
<br />#Erna ...I umuing memban t-I m,d pl-b.
<br />#Place hormw,ud uuu,bas Imd rem.. -I aid .I.
<br />#ODII Vet I -Mg m,=A, lull lrugth without splices.
<br />#Set ......I maub- level, 14.O t, Ind u-I lime.
<br />Disemd pews ,,Or deb 1s Ilan would Iowa ,uluiml .unlgth w insult in 111WI pabl, glt-e w ea -d ninths..
<br />#hlalx p n,uw,I, im tm,pua,y-iludiun loads, m,4 p-I& -Emily bl=118 sulf i,tinu m
<br />a ,,W,l at -ll we W;gl.-o mrd sae mudifi- ."fit -li'l aim, w auai- arm i-IIIII mil I lunuu,cnt bison..
<br />M-1-ill.BV W -b- Iull kng,h w ithom aphis .it.. o0uxw,se apviicdly d,WdM.
<br />iic reply ww maube sires ap-iny raw-f,gfuatim,s indimild. mid fastevur siu .Id ap.Irg hrdi.b,,L bra - less fhan Nuu d by applic,ble cede
<br />mid AFPA WIld Ii-I, Cons criwb him-1.
<br />#befall hmi-i" 4-Iiu8 unmiwa will a.wv edge un mid rem ens d- I.1/2 inch. of
<br />Iw-,1v1g al each cud
<br />#a,-bvm d-lik k- lietden a tlav I'd ailing upadug. Ind undo w 11 stud P-o- Oat
<br />are pv okl to stem mists. rue meal )Iles burg- unless orh-b, d-dal.
<br />#Pram cell I.1..mgs with two or III...., uI each J-h...,4X. heldne on mppik,I.ds.
<br />BLACKING. NAUZ-FIS. AND SUPPORTS
<br />#Provide bmeet. Mud bl.king meab- I. wdi-d o, I. "gaud b -pp- 11.61- Teem:., slaaalty items, and Ina.
<br />ran finned msa,rbhe, III Imve,n, -Ud spas., pmvide solid-,d,ire biwl img m ,equud
<br />by appbe.b1.-1-1 wde.I dose w,a 1W d,nr+ ope.nrg. b,i-1 11-1-d Leeson rep
<br />dory mrd 1 11,wvre,11";,ilia ,email Iq,ubk b adc authmid. nay Ix usar ill Iku of
<br />.lid ...d blwking.
<br />#tin.W-. I-ide bl..:ki.g all -bed b suds. bacli"g and suppmf ,m wv11--d d I-.
<br />uulas teat ran be uvv,dy -,,d m Ice, m max sods m� mho ,,.+bid w suppwt I.
<br />r�.plieifly inW-1.
<br />#w'hae v iling-mounbng is indi.,W. p-id, bioddng mid-pplaua -y -ppuu above
<br />,riling, Id-,Ihu uu+hod,l suiqut is capl,ciuy i,ubutd.
<br />#Sr,,ficdly. piuvidr the following n,n-.wnu,ai umang and blocking:
<br />Cabinets mrd shell .u,y,m+s. WaB br.el-. li-drails Grab Is- T-I and bash .c -ia
<br />w all-mowrusi dwnmps Wall puehng mrd trim. loin- of rigid w 11 wising, It- Iavr Ixtwem studs
<br />W STAIlr171ON OF CONSIRUCUON PANELS
<br />Willi Slug W..g: Srewc m.Wl .suds. with olds ova bum but ing mrd ataggnd, using nails.
<br />Plan wilco--istin Ionia' hmi-I.Ily ove w:dl sheathing, .wthe, lapping aige, and r, Ws.
<br />Rwb Sn1iAIIBNG. Save mil shavhing ln1*,ulilvim m fi-l; -Ibl a ,.Ill .,& sniggered Se lJ,mt
<br />,dgra,vc fr,m baring.
<br />#sum wall slra,Odmg -1-1ly papmd,eulr a .all .I.&. wuh ids -M..L Im rum
<br />barring.
<br />#Pkc W RB ova wall ahauhurg, -iha 1.1, J. r-.
<br />#Sean. subll,m I"adiadm to Ilwr hwtdug ,,Ill ud )Lin- naggad. Sams shoo edge.
<br />.... fun, b,ming. Attach sheathing with -Ibtlom glue and ,a,-.
<br />#Saaue 11-ing und,rlaynmm W Ia dust and dirt gassing Ielivkiu have cased .Id II wr In
<br />appli©ti- ul luri.bW 11-og. Apply 1 a1-dicWar W-bil„-g. Stagger end pin- W
<br />-derky,mnt.
<br />TOLERANCES
<br />Fanning hfim,lb ' 114 u,duunxinrwu boa evel-ktiom.
<br />Sudan Tourers .I Flom: 114 urch i„ 10 tm, Maumee,.
<br />Span T.bba
<br />ALL ANCHOR BOLTS, WASHERS, AND NUTS SHALL BE HOT DIPPED GALVANIZED. The Iwl-iOf, Imes Ind Raifa.pm„duau may Ix „aed I. slimly -fl= ,,i- pI.& art, U. k.d-g -,threats (hem.) as nix. tell q-lw,-
<br />H01' UBpPEU OR STAINLESS STEEL NAILS' MUST' RL' USED WHEN FASTENING SHEATHING, STUDS. AND w.trep 4,3 the warts. w fo -,-ben ,.+,w, do-s,t-fb ,be -a u,.-..m„g eo„dn,o-,o„tau u,e e..q,-u f ,,.ol.a n ,, -b- •nest s ..., txe
<br />JOIST'INT01REA7EDMUPSILL.HOTPIPPIDGALVANIZEDORSTAINLES'SSTEELFASTERE-SSHALLBI: '��re`-`w""ru.rl.,m.tar.m+Ir<.m,he.p:rn.uppm,.ti<u„d-m,r,euat-mr..p,,.,rd).
<br />USED WHEN FASTENING DECKING TO TREATED MEMBERS.
<br />GENERAL RL'QUIRU- 111ETS: PROVIDE MINIMUM? NAILING PER IBC TABLE 2304.10.1 OR MORE, AS
<br />GE1R ALL NAILING TO PREVENT SPLITTING OF WOOD MEMBERS. ALL WOOD
<br />IN CONTACT WITH CONCRETE OR MASONRY SHALL BE PRESERVATIVE TREATED Willi THE EXCEPTION
<br />OF INTERIOR CONCRLIE TOPPINGS ON WOOD FLOOR SYSTEMS. HOLES AND CUTS IN 3x OR 4x PLATES
<br />SHOULD BE TREATED WITH A 10% SOLUTION OF COPPER NAPHTHENATL'. BOLT' HOLES IN WOOD
<br />MEMBERS SHALL BE A MINIMUM OF 1/32" TO A MAXIMUM OF 1/16' LAlRGER THAN THE BOLT'
<br />DIAMETER. PROVIDE CUT WASHL'RS V
<br />> 2a
<br />WOOD. 1120VNL A MINIMUM 3'x3'x0.�_
<br />MUD SILLS TO FOUNDATION. DO NOT
<br />BY IBC SECTIONS 2308.4.2.4, 2308.5.9,
<br />DETAILS, OR AS APPROVED PRIOR 1-0
<br />REQUIREMENTS IN 1!HESE GENERAL
<br />AND FASTENERS.
<br />Table 3: Deflection LiirlksSlructural memberLEvesnowLive + DeadRoof (Plaster
<br />CdIing)LJ360LJ360JJ240Roof(non Plaster Ceiling)LJ2401J24OIJ18012a1f (]loll supporting
<br />Coiling)L/ISOU ISOL12011uornlernbcrs)J360-LJ24Oliorizontal Deflection (any case)--V20OPamn
<br />Buildings and Green Houses--IJ18OLong Spans (>20')--IJ480ma i The It-, mama.,. dal, ii,m I...m J
<br />Decks aid Balconies
<br />Railings: guard tzar oust be 42' hlgk Miv. with Max opemi„e size so that 4' sphere CA-* pass through. guard
<br />rails shall be designed to withstand a 2001b point load applied in any dilution and a any location at die top ell
<br />and shall be designed to withstand a uniform load of 50 IU i applied horizontally to Life top fail.
<br />Attachment to house: roi decles over so' above grade, a 1,500 Lbs dealt tetvsiot,. tie is to uu ed at each e.d 'the
<br />deck. Typically Simpson DTF2Z's are specified.
<br />Roofs
<br />t RIOR TO INSTALLING 1 OSTINSTALLLU ANCHORS IN I IACL OF MISSING OR MINI LAC-
<br />CAST -IN -PLACE ANCHORS. CARE SHALL BE TAKEN IN PLACING POST-INSTALL_LU ANCHORS TO AVOID
<br />METAL -I LATE -CONNECT oil) WOOD I RUJSL•S: UNLESS SUCK FRAMING IS SPECIFIED ON STRUCTURAL
<br />DRAWINGS, WOOD TRUSSES SHALL BE MANUFACTURED BY AN APPROVED TRUSS MANUFACTURER
<br />CONFLICT'S Willi RLBAR. INSTALL IN ACCORDANCE WITH THE MANUFAC`I'URLR'S PUBLISHED
<br />Stairs: Use (3) 202 D.F.D for Stingers
<br />IN ACCORDANCE WITH APPROVED SHOP AND INSTALLATION DRAWINGS.IRUSS CALCULATION
<br />INSTALLATION lNS1RUCl70NS. INSTALLER SHALL BE QUALIFIED AND TRAINED BY THE
<br />' Q
<br />PACKAGE HALL BE DLSIGNE'-D UNDER THE DIRECT' SUPERVISION 017 A STRUCTURAL ENGINEER
<br />A S
<br />MIANUFACl'URER. HOLES SHALL BE HAMMER DRILLED ONLY (ROTARY DRILLED ONLY ATDIiLIVL'RY',
<br />STORAGE' AND HANDLING
<br />LICENSED IN THE S1'A1E OF PROJECT PL'121BC SECTION 2303.41'O CARRY THE LOADS LISTED IN THE
<br />UNRITNFORCFD MASONRY - NO HAMMER TOOLS).
<br />A- Pmtat front boll doing delivery
<br />DESIGN CRITIRUON AND ANY ADDITIONAL LOADS INDICATED ON THE FRAMING PLANS AND DETAILS.
<br />old other products p old after at site.
<br />IF TRUSS LAYOUT' IS NOT PROVIDED BY MANUPACURL'lR, THE ENGINEER ASSUMES THE TRUSSES
<br />SUBSTITUTION REQUESTS, FOR PRODUCT'S OTHER THAN THOSE SPECIFIED BELOW, SHALL BE
<br />her in s to provide
<br />B-Pile lwuber in stacks in such manner as to provide air circulation amend surfaces of e;i:h piers;.
<br />BEAK ON EXTERIOR WALLS AND DO NOT BEAR ON INTERIOR WAILS. THE TRUSS ENGINEER SHALL_
<br />SUBMITTED FOR APPROVAL A MINIMUM OF 2 WEEKS PRIOR TO BID, ALONG Willi CALCULATIONS
<br />C- Slack plywood mid oiler board products; so as to prevent wiping.
<br />ASSUME ALL RESPONSIBILITY FOR TICWORK OF ALL SUBORDINATES INVOLVED IN THE -
<br />THAT ARE PREPARED AND SEALED BY A REGISTERED PROFESSIONAL ENGIN111R (LICLNSED IN THE
<br />U- Locate stacks oil well drained areas, supported at least 6-inches above glade mid cover will well ventilated
<br />PREPARATION OF 77,E TRUSS PLACEMI: ET PLANS AND TRUSS UGSIGN DRAWINGS. ALL ROOF
<br />STATE IN WHICH THE PROJECT OCCURS) DEMONSTRATING THATTHE SUBSTITUTED PRODUCT IS
<br />- - _
<br />slw7s haling firmly constructed over hangbag mf will suffiewrit end wall to protxx lumber from driving
<br />TRUSSES ARE TO BE PRE-ENGINIR-JUM. ROOF TRUSSES SHALL BE PROVIDED TO COMPLLTE THE
<br />1200E FRAMING FROM 7 HE ROOF SHL-ATLHNG T0THE SUPPORTING MEMBERS BELOW. TRUSSES
<br />CAPABLE' OF ACHIEVING EQUIVALENT PERFORMANCE VALUES (MINIMUM) OF T71E SPECIFIED PRODUCT
<br />rest'
<br />DESIGNATED ON PLANS ARE FOR TYPICAL UNIFORMLYLOADED CONDITIONS. TRUSS ENGINEER
<br />USING 111E APPROPR1A1E DESIGN PROCEDURE
<br />LUMBER
<br />SHALL PROVIDE ADDITIONAL TRUSSES AS REQUIRED TO SUPPORT SPECIAL LOADING CONDITIONS
<br />AND/OR STANDARD(S) AS RE BYTHE BUILDING CODE.
<br />�REQUIRED
<br />INDICATED ON DRAWINGS. PROVIDE SHOP AND INSTALLATION DRAWINGS AND CALCULATIONS
<br />CONCRETE ANCHORS:indicating
<br />A- Unless otherwise specified, each piece of Iwnber is to heir the glad.: mirk, scamp or oiler identifying marks
<br />PRODUCED UNDER THE SUPERVISION OF AND BEARING THE STAMP OF A STRUCTURAL ENGINEER
<br />ANCHORS: to .AO SR-
<br />-ADHESIVECONCRETE
<br />the grades of material, and rules or standards under which it was produced.
<br />REGISTERED IN THE STATE OF PROJECT. DETAIL DRAWINGS TO INDICATE ALL INFORMATION AS
<br />C0NC12LTG SHALL 13E A MINIMUM OF 21 DAYS OLD A1' 17M7L' OF INSTALLATION.
<br />MIILII MUM 1 DAY D AT
<br />l identifying marks in accordance will the ale or stanlii'd under which the material is produced,
<br />REQUIRED IN IBC SECTION 2303.4.1. ALONG WITH 71,E FOLLOWING:
<br />Q
<br />*CONCRL-TE SHALL BE INTHE TEMPERATURE RANGE AS REQUIRIM BY THE CONCRETE
<br />including the requirements forqualilications mid authority of the inspection organization, usage of
<br />*INDI PLAN SHOWING EACH TRUSS
<br />*INDIVIDUAL TRUSSBRAC DESIGNS
<br />MANUFACTURER.
<br />*HOLE SHALL BY HAMMER -DRILLED ONLY.
<br />authorized idenlilication, mid iulbnuatirn rneluded uh the idcniilicaion-
<br />-PERMANENTBRACING REQUIREMENTS INCLUDING P1ACI1v711ET' ANU CONNECTIONS DETAILS
<br />*HOLE SHALL BE DRY AT 7IMME OF INSTALLATION.
<br />2 -Inspection agency for lumber approved by the Board of Review, American Lumber Standards
<br />-TRUSS DRAWINGS SHALL SPECIFY ALL TRUSS CONNIECTION'SAiAIZ-WARE TO MI LT THE
<br />INSTALLER OF HORIZONTAL OR UPWARDLY INCLINED (ANY POSITION EXCEPT DIRECTLY
<br />Committee, to grade species used.
<br />REQUIREMENTS OF THE PLAN. p
<br />TRUSS' DESIGN CALCULATIONS SHALL BE 1 ROVIDED FOR STANDARD LOADING ALONG WITH DESIGNUOW
<br />N\\'Al2U) ANCHORS SHALL ALSO BE CERTIFIED BY THE ACUCRSI ADHESIVE ANCHOR INSTALL
<br />B- Structural Members: Species mid grade as listed in the AFPA, National Design Sixeif ieation for Wood
<br />CHECKS FOR SPECIAL LOADING CONDITIONS' WHICH INCLUDE 17RL'E BODY DIAGRAMS, LOADING
<br />CERTIFICATION PROGRAM.
<br />Construction having design stresses shown.
<br />BREAK DOWN, DESCRIPTION OF LOADS (I.E. M1ECH UNIT, SUSPENDED WAIL., I=.) AND THE
<br />- EXPANSION ANCHORS: KWIKBOLT TZ (ICC ESR-1917) BY 1411-11, INC., OR STRONG -BOLT 2 (ICC
<br />C_ Lumber Other Thant Structural:
<br />RATIONALE FOR LOADING DISTRIBUTION ON MULTIPLE M1EMIBL',RS. SUBMITTAL SHALL ALSO PROVIDE
<br />ESR-3037) BY SIMPSON STRONG 11E, INC.
<br />1-Unless otherwise specified, s ouics •coded under the of the inspection agency approved
<br />I " '
<br />ANY DOCUMENTATION NECESSARY TO INTERPRET DATA INDICATED ON CALCULATIONS. REFER TO
<br />grading
<br />b b b Iu ge Y pl
<br />THE FRAMING CONNECTORS SECTION OF THESE GENERAL NOTES I-OI2 REQUIREMENTS PLACED UPON
<br />Concrete Pier Pads: Precast concrete Pier Pads are an easily installed Altenaivc Lo Sonombe foundations in
<br />by the Board of Review, American Lumber Staridards Committee.
<br />CONNECTOR HARDWARE SPLCIIIU) BY TRUSS ENGINEER AND/OR PROVIDED BY TRUSS
<br />-
<br />certain low load applications. Such Pads may be utilized ifspecifically called out in the sueduml drawings.
<br />2- Framin • Lumber. Minimum Extlume Fiber Stress in Bendin • off
<br />b b
<br />MANUFACTURER. PROVIDE CERTIFICATE OF CONFORMANCE FROM AN INDEPENDENT TESTING
<br />_ _
<br />-
<br />3- Furring, blocking, nailers, mid similar' items 4-inches and narrower Standard Grade; mid members 6 -inches mid
<br />LABORATORY OR A LICENSED PROFESSIONAL ENGINEER CERTIFYING THAT THEY HAVE INSPECTED
<br />GROUT
<br />wider Number 2 Grade.
<br />THE FINISHED TRUSSES AND THAT ALL TRUSSES ARE CONSTRUCTED IN CONFORMANCE WITH T14E
<br />TRUSS DESIGN DRAWINGS.
<br />NON -SHRINK GROUT': MASTER BUILDERS "MASTLRF.OW 928' OR PRL'-APPROVED EQUAL. GROUT'
<br />Q
<br />U- Moisture Content: 19 percent or less.
<br />CONSISTENCY PER
<br />AU 5 A SECOND
<br />SHALL D-C6 CONFORM 1'O MINUTES. AND ASTM B 107 WHEN FROM
<br />- -Girder
<br />�
<br />- 1 MINUTES. 1' MAY BE PLACED I'ROMt A � SECONll FLOW TO A S17F1� PACKING
<br />CRll-C611 85 FOR _ 0 tN LS. GROUT
<br />F- Preservative Treatment:
<br />-
<br />T �s i � t 'r to be responsible for lacement of Girder Tresses, Install Multiple studs Min 3
<br />cusses: Plus Mm else uxt )
<br />P P P
<br />CONSISTENCY. FILL OR PACK ENURE SPACE UNDER PLATES
<br />1- Do not treat Hcan Redwood or Western Red Ceiiar.
<br />directly undemeadi all Girder Trusses.
<br />OR SHAPES. FOLLOW MANUFACTURERS RECOMMENDATIONS FOR PREPARATION. INSTALLATION,
<br />7T=L wood members mid plywood exposed to weather or in contact with plaster, masonry or concrete,
<br />Literal Bracing: Contractor to install lah,ral bm ing in not as specified by Truss M1FG'R.
<br />AND CURING.
<br />o :
<br />including it`01 eel Wf' S 1CL' I I.d lmetmes' sills, s01C )Ia1eS 1UI' ling old b eIJ illal air less than 24-inches
<br />b b (1 I b l a -
<br />-
<br />Erases: Bearing Wall hitless w be 4x10 or bz8 DP2 min (Double 2x1U or uiplc 2x8 OK)
<br />from groald, hailers, edge strips, blocking, crickets, cwhs, cant, vcit strips mid Other members used in counecdon
<br />Over Framing: use 2x6 @ 24' (D.C. fat at „ace sm'uctw'al over iraw.Lv,.g et N.o
<br />Waterproofing: W'au;quvof all basement walls and crawl space foundations below grade.
<br />with rooting and flashing materials.
<br />3-Treat other members specified :is plucrvatice treated (PT).
<br />Access: Attic Access shall be provided for artics with ace area greater than :s0 s,Vt=T a„d height greater thavL'3n' The
<br />Crawl Space
<br />4- Preservauve uvalmeln b We pressure medfod corn l ing will ASTM U 1760
<br />- Y 1 I )'
<br />opet,a.iw, sl, e Is 22'x.3o'
<br />Vapor Barrier raver ev tic c, awl space with class I vapor retardau,t (e.g. 6 roil poLlu fun,). Extem.d MLI,.i.tuLw, 6' up
<br />fnaidation walls
<br />PLYWOOD
<br />FRAMING CONNECTORS: SHALT. CONFORM TO CURRENT EVALUATION REPORT ANU 131;
<br />A- Comply with Prod Sid PSI
<br />MIANUFACTUIUD BY SIMPSON STRONG -TIE COMPANY, SAN LEANDRO, CA., OR PRE -APPROVED EQUAL.
<br />Access: Access shall be provided to all wider -floor spaces. Access Openings through the floor shall be a minimum
<br />-
<br />B- Bear the mark of a recognized association or independent inspection agency that maintains continuing
<br />PROVIDE MAXIMUM SIZE AND QUANTITY OF NAILS OR BOLTS PER MANUFACTURER, EXCEPT AS
<br />NOTED OTHERWISE. PROVIDE LEAD HOLES AS REQUIRED TO
<br />o I e' b 24'. Ceti throe. h a evil-tet wall shah be twt less thaw i6' b 24'
<br />f y oP `", 9 P cJ
<br />conuvlover quality of plywood which identities compliant by veneer grade, group number, span rating when
<br />PREVENT SPJI191NG OF WOOD MEMBERS. R111?R TO PRESERVATIVE TREATED WOOD REQUIREMENTS
<br />applicable mid glue type.
<br />IN THESE GENERAL NOTES FOR GALVANIZING REQUIREMENTS FOR CONNECTORS AND FASTENERS.
<br />Foundation Ventilation: Provide an minimum of 1 SQI-L of erawlspace ventilation per 150 SQ11' of Crawl space
<br />C- Sheathing
<br />Ai ea. space vev,ts o„l�u p, ovide Cross veu,ttatiou.. Cover with r/sir con'osiay. , esistawt w.ezh saeew.
<br />1- APA Rated Exposure 1 or Exterior, paiel grade CD or bet Let
<br />Manufactun:r. Simpson Strong Tie cousuuctimn connectors are specified, However any nationally recognized
<br />Slab oil Grade
<br />2- Wall sheathing: a Mmil min 1 1/32-inch tuck will supports 16-inches on center mid 15/32-inch flick will
<br />brand (silver, KC, ect.) may be used if they are equivalent in their ability to carry applied loads in all orientations.
<br />suppon.s 24-inches on center unless specified otherwise.
<br />FLOOR JOIST OR BEAM
<br />BEARING WALL BEARING WALL
<br />i
<br />OR BEAM OR BEAM
<br />�.G CLEAR SPAN /-
<br />DEFINITION OF CLEAR SPAN: DISTANCE FROM INSIDE OF BEARING POINT
<br />I-O INSIDE OF OPPOSITE BEARING POINT (i.e. UNSUPPORTED DISTANCE)
<br />SPAN Tables SPF
<br />Size Spacing
<br />mores ,ncbes
<br />on wmer
<br />'.
<br />V-11y G,Idl
<br />V.-Ily Graded
<br />0.55
<br />Not
<br />Not
<br />N,J
<br />0.55
<br />Not
<br />-
<br />No3
<br />120
<br />11-4
<br />10-9
<br />10-3
<br />8-2
<br />14-4
<br />13-6
<br />12-11
<br />9-9
<br />160
<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 />2x6
<br />192
<br />9-8
<br />9-2
<br />8-6
<br />6-5
<br />12-3
<br />it-7
<br />10-2
<br />7-9
<br />240
<br />9-0
<br />8-6
<br />7-7
<br />5-9
<br />11-4
<br />10-7
<br />9-2
<br />6-It
<br />120
<br />15-0
<br />14-2
<br />13-6
<br />10-3
<br />18-10
<br />17-10
<br />16-4
<br />12-4
<br />160
<br />13-7
<br />12-10
<br />11-10
<br />6-11
<br />17-2
<br />16-2
<br />14-2
<br />10-8
<br />2x8
<br />192
<br />12-10
<br />12-1
<br />10-10
<br />8-2
<br />16-1
<br />15-1
<br />12-11
<br />9-9
<br />240
<br />11-it
<br />11-3
<br />9-8
<br />7-3
<br />15-0
<br />13-5
<br />11-7
<br />B-9
<br />120
<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 />160
<br />17-4
<br />6 1 -1
<br />14-0
<br />10-10
<br />21-10
<br />19-3
<br />16-10
<br />13-0
<br />2xt0
<br />192
<br />iG-4
<br />14-6
<br />12-10
<br />-1
<br />9 0
<br />20-7
<br />17-7
<br />15-4
<br />11-10
<br />240
<br />15-2
<br />13-1
<br />11-5
<br />B-10
<br />19-1
<br />15-9
<br />13-9
<br />10-7
<br />120
<br />23-3
<br />14-9
<br />26-0'
<br />26-0'
<br />22-10
<br />17-9
<br />$1111-1
<br />-6
<br />12-1026-0^22-10
<br />19-10
<br />15-4
<br />2x12
<br />-i
<br />11-8
<br />25-0
<br />20-11
<br />18-1
<br />14-0
<br />240
<br />18-5
<br />15--6
<br />10-5
<br />23-3
<br />18-11
<br />1G-2
<br />12-G
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