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1�'
<br />R INFOR .ING STEEL
<br />REINFORCING STEEL SHALL CONFORM TO A5TM AG 15
<br />INCLUDING 51 , GRADE GO, FOR DEFORMED BARS.
<br />BARS IN BEAMS AND SLABS SHALL BE SUPPORTED ON WELL -CURED
<br />CONCRETE BLOCKS OR APPROVED METAL CHAIRS, AS SPECIFIED KY
<br />THE CK51 MANUAL OF THE STANDARD PRACTICE, M5P-1 .
<br />LAP ALL REINFORCING BAR5 AT SPLICES 3G DIAMETERS WITH A
<br />MINIMUM LAP OF 18" UNLE55 NOTED OTHERWISE.
<br />REINFORCING STEEL HA HAVE PROTECTION AS FOLLOWS°
<br />WALL THICKNESS HORIZ. BARS VERT. BAR5 LOCATION
<br />8" #4 @ 1 211 O.C. #4 @ I G11 O.C. C. LINE OF WALL
<br />- PROVIDE ONE #5 FOR 51NGLE-LAYER REINFORCING 4'-0" LONG, DIAGONALY
<br />AT EACH CORNER OF OPENINGS.
<br />- SLAB BARS SHALL BE HOOKED INTO WALLS, OR HOOKED DOWELS SHALL BE
<br />PROVIDED TO MATCH SLABS REINFORCING.
<br />- PROVIDE TWO #4, 4'-0" LONG DIAGONALLY AT EACH RE-ENTRANT CORNER
<br />IN SLABS.
<br />- PROVIDE HOOKED DOWELS FROM FOOTING TO MATCH VERTICAL WALL
<br />REINFORCING.
<br />CONCRETE AC . . SORT
<br />1. EXPANSION BOLTS SHALL BE 51MP50N 5TRONG13OLT.
<br />2. PERMANENTLY EXPOSED EMBEDED PLATES AND ANGLES SHALL
<br />BE HOT -DIPPED GALVANIZED AFTER FABRICATION,
<br />UNLESS NOTED OTHERWISE.
<br />SAWN LUMBER:
<br />SAWN LUMBER SHALL CONFORM TO WEST COAST LUMBER
<br />INSPECTION BUREAU OR WESTERN WOOD PRODUCTS
<br />ASSOCIATION GRADING RULES.
<br />DIMENSIONAL_ LUMBER WALL FRAMING:
<br />2" TO 4" THICK
<br />HEMFIR-LARCH NO.2 900
<br />STRI N G RS
<br />DOUGLAS FIR -LARCH NO.2 1 350
<br />P05T5
<br />DOUGLAS FIR -LARCH NO.2 1200
<br />ALL LUMBER IN CONTACT WITH CONCRETE OR
<br />CMU SHALL BE PRESSURE TREATED UNLESS AN
<br />APPROVED BARRIER IS PROVIDED.
<br />FRAMING ACCESSORIES AND STRUCTURAL
<br />FASTENERS SHALL BE MANUFACTURED BY SIMPSON
<br />OR (APPROVED EQUAL) AND OF THE 51ZE AND
<br />TYPE SHOWN ON THE DRAWINGS.
<br />HANGERS NOT SHOWN SHALL BE 51MP50N HU OF
<br />SIZE RECOMMENDED FOR MEMBER AND LOAD.
<br />ALL CONNECTORS AND FASTENERS IN CONTACT WITH
<br />PRESSURE TREATED LUMBER SHALL BE HOT -DIPPED
<br />GALVANIZED OR HAVE OTHER APPROVED RESISTANCE
<br />TO CORROSION PER R3 19.3.
<br />ALL FRAMING NAILS SHALL BE COMMON NAILS AND
<br />SHALL BE OF THE SIZE AND NUMBER INDICATED ON
<br />THE DRAWINGS.
<br />NAILING NOT SHOWN SHALL BE AS INDICATED ON
<br />THE INTERNATIONAL BUILDING CODE TABLE RG02.30).
<br />BOLTS AND LAG SCREWS SHALL CONFORM TO
<br />ANSI/ASME STANDARD B 1(5.2. 1 - 1 961 .
<br />ALL BOLTS AND LAG SCREWS SHALL BE INSTALLED WITH
<br />STANDARD CUT WASHERS, UNLE55 NOTED OTHERWISE.
<br />NOTCHING OF JOISTS AND STUDS SHALL CONFORM TO
<br />THE INTERNATIONAL BUILDING CODE RG02.G FIGURES, RGO 1 .3(I )
<br />AND RG02.G(1).
<br />GENERAL STRUCTURAL NOTES
<br />CODE REQUIREMENTS:
<br />CONFORM TO 2015 INTERNATIONAL
<br />RESIDENTIAL CODE (IRC), AS AMENDED BY THE
<br />CITY OF WASHINGTON.
<br />TEMPERARY CONDITIONS:
<br />THE CONTRACTOR SHALL BE RESPONSIBLE FOR
<br />STRUCTURAL STABILITY DURING CONSTRUCTION,
<br />THE STRUCTURAL SHOWN ON THE DRAWINGS HAS
<br />BEEN DESIGNED FOR STABILITY UNDER THE FINAL
<br />CONSTRUCTION ONLY.
<br />DESIGN CRITERIA:
<br />DE51GN WAS BASED ON THE STRENGTH AND
<br />DEFLECTION CRITERIA OF THE 2015
<br />INTERNATIONAL BUILDING CODE.
<br />IN ADDITION TO THE DEAD LOADS, THE FOLLOWING
<br />ALLOWABLE LOADS WERE USED FOR DESIGN.
<br />1. ROOF 25 PSF SNOW LOAD
<br />2. FLOORS 40 PSF LIVE LOAD
<br />3. ALLOWABLE 501L BEARING 1 500 PSF
<br />4. WIND - GUST EXPOSURE C 80 MPH 3 SECOND
<br />5. ASSUMED SOIL BEARING 2000 PSF
<br />INSPECTION:
<br />SPECIAL INSPECTION BY AN APPROVED SPECIAL
<br />INSPECTOR FOR EPDXY BOLT PLACEMENT AND
<br />501L BEARING SURFACES
<br />CONCRETE:
<br />1. CONCRETE WORK SHALL CONFORM TO CHAPTER 19 OF THE
<br />INTERNATIONAL BUILDING CODE. CONCRETE STRENGTHS SHALL
<br />BE VERIFIED BY STANDARD 28-DAY CYLINDER TE5T PER
<br />A5TM C39 AND SHALL BE AS FOLLOWS,
<br />ABLOSUT WAT R-C M NT RATIO BY WEIGHT
<br />FC (P51) NON AIR -ENTRAINED -AIR ENTRAINED
<br />COMPRESSIVE STRENGTH USE: ALL USES (UNO)
<br />2. 2500 P51 0.58 0.4G
<br />3. A WATER -REDUCED ADMIXURE CONFORMING TO
<br />C494, USED IN STRICT ACCORDANCE WITH THE MANUFACTURER'S
<br />RECOMMENDATION, SHALL BE INCORPORATED IN CONCRETE DESIGN.
<br />MIXES:
<br />A HIGH -RANGE WATER -REDUCING (HRWR) ADMIXTURE
<br />CONFORMING TO A5TM C9494, TYPE F.
<br />OR TYPE G MAY BE USED IN CONCRETE MIXES FOR
<br />EXTERIOR HORIZONTAL SURFACES EXPOSED TO WEATHER.
<br />THE AMOUNT OF ENTRAINED AIR SHALL BE 51 BY VOLUME.
<br />4. PROVIDE 3/4" CHAMFERS ON ALL EXPOSED CONCRETE EDGES
<br />UNLESS NOTED OTHERWISE.
<br />SITE PREPARATION NOT
<br />I . VERIFY SITE CONDITIONS PRIOR TO CONSTRUCTION. NOTIFY THE PROJECT MANAGER OF ANY
<br />VARIATION PRIOR TO COMMENCEMENT OF WORK.
<br />2. BEFORE ANY LAND DISTURBING ACTIVITY BEGINS, DOWN -SLOPE AND SLOPE -PERIMETER EROSION
<br />AND SEDIMENT CONTROL MEASURES MUST BE IN PLACE AND MEETING BEST MANAGEMENT
<br />PRACTICES (5MP5) PER WASHINGTON STATE DEPARTMENT OF ECOLOGY REQUIREMENTS.
<br />3. PRIOR TO THE PLACEMENT OF ANY FILL OF PAVEMENT CONSTRUCTION , ALL TOPSOIL SURFACE
<br />VEGETATION, AND ANY SOFT OR LOOSE SOILS SHALL BE COMPLETELY REMOVED FROM TO PROPOSED
<br />CONSTRUCTION AREAS. TOPSOIL OF OTHER SUCH MATERIAL CONTAINING ORGANIC MATTER SHALL
<br />NOT BE USED AS FILL BUT MAY BE STOCKPILED AND USED FOR LANDSCAPING PURPOSES. SEE
<br />SPECIFICATIONS FOR ADDITIONAL DETAILS.
<br />4. ISOLATED SOFT OR LOOSE AREAS, WHICH ARE UNDERCUT SHOULD BE BACKFILLED WITH MATERIAL
<br />COMPACTED TO THE ADJACENT SOIL DENSITY.
<br />5. IN AREAS TO BE FILLED OF PAVING, THE SURFACE OF THE STRIPPED SOIL SHOULD BE DISKED OR
<br />SCARIFIED TO A DEPTH OF G INCHES AND RECOMPACTED BEFORE PLACING FILL OR PAVEMENT BASE
<br />MATERIAL.
<br />G. PLACE ANY FILL REQUIRED TO RAISE THE GRADE OF THE SITE IN 6 INCH LAYERS AND COMPACT.
<br />7. ALL NEWLY -CUT OR FILLED AREAS ARE TO BE MULCHED TO ADEQUATELY CONTROL SOIL EROSION
<br />PRIOR TO FINAL LANDSCAPING COMPLETED BY CLIENT.
<br />8. THE MAXIMUM ALLOWABLE SLOPE ON THIS PROJECT IS 2H: 1 V
<br />9. ALL ELEVATIONS SHOWN ARE TO FINISHED GRADE UNLESS OTHERWISE INDICATED.
<br />10. FOR LOCATION OF UNDERGROUND UTILITIES CALL 81 1, or Go to www.Gal lbeforeyoudlg.orej
<br />1 1. ALL UTILITY TRENCHES SHALL MEET EACH UTILITY'S REQUIREMENTS
<br />12. THE INDICATED LOCATIONS OF UNDERGROUND UTILITIES ARE APPROXIMATE. EACH INDIVIDUAL
<br />UTILITY SHALL BE COORDINATED WITH THE INSTALLATION OF ADJACENT AND CROSSING UTILITIES.
<br />1 3. PROPERTY LINES SHALL BE VERIFIED PRIOR TO INSTALLATION OF EROSION CONTROL MEASURES,
<br />CONSTRUCTION, GRADING, CLEARING, AND TREE REMOVAL. TREE REMOVAL ON SHARED ACCESS
<br />SHALL BE DONE UNDER CONTRACT WITH SHARED ACCESS PROPERTY OWNER OR DIRECTLY BY CLIENT.
<br />;FORTE :9
<br />MEMBER REPORT
<br />Level, Entry Cpv. Cantilevered Roof B.
<br />1 plere(s) 4 x 10 Hem -Fir No. 1
<br />o n leng.n ,z
<br />1.
<br />�`1 a
<br />0 0
<br />Ni locxdom are measured from the outside MU of leRsuppvR (or left ceadlever end). Ali dimensions are NvoIndal.
<br />Dann R-Ille,
<br />I Acplei a mmdaa
<br />I a,.-
<br />I RemR
<br />uF
<br />toga, ¢dmtiimaoa (Pattern)
<br />Member Reacdoo (Ibs)
<br />3933 @ T 10 ""'
<br />9961 (3.50")
<br />Passed (79%)
<br />LO D 1.11 (All SWm)
<br />Shear (Ibs)
<br />1658 @ 6' 111/4"
<br />3]23
<br />Passed 45%)
<br />1.15
<br />l.0 D+ 1.0 5 (All Spans)
<br />MO.-(R-Ibs)
<br />4J13 @ ]' 101M
<br />5596
<br />Passed 04%)
<br />1.15
<br />1.0 D+0.J5 L +0.]55 (NI Spars)
<br />uve-I Da.(W
<br />0.152@12'
<br />0.415
<br />lft a (2L/654)
<br />-
<br />1.0D+0.11L+0.255(ARSpera)
<br />Total Load OeFl. In)
<br />.1.@ 12'
<br />0.553
<br />Passed (2L/3]6)
<br />1.0 D+O.]5 L+O.]5 5 (Alt Spars)
<br />Ovadon9 aenerNm, wmHa:.LL a4xaol aye n(zule.).
<br />• RIgM mnWevw lengN ermais 1/3 mem6w IengM or t/E hazkzpan IengN. AtltlNmul bmHlg should he mnsWemd.
<br />Nlpwaa mmnant Baas not m+N<t me aa):rmwne Ipr ma beam amwlRv Rtlar.
<br />• appnmma mm,laupaa are hama an rvos.
<br />Tap Eage (w7 1i'ah
<br />Mavimum allowable hmmg hnervah bzsa3 on applkd Iwe
<br />Membet Notes
<br />lx'Lpn9 ranMercrtd Roof Htl,.
<br />9FORTE MD MEMBER REPORT
<br />Level, Cov. Porch Roof
<br />1 pieoe(s) 4 a B Hem -Fir No. 2
<br />Overall Length: ]'
<br />S
<br />0 0
<br />NI Ivatims are measuetl fmm the outside face of teR support (or left anElever end). AII tlimenslvns are horizontal.
<br />0.19. Results
<br />Amm,e La®ebn:
<br />auaww
<br />Rewlt
<br />toR
<br />r.a a, -woo.(PatRm.7.
<br />Member Reaelt.n (Ibs)
<br />625 @ 13/9"
<br />2126 (1.50")
<br />Passetl (29%)
<br />1.0 D+1.0 S (NI Spars)
<br />Shear (Ibs)
<br />513 @ 9"
<br />Me
<br />Passed 121
<br />L.1
<br />L D + IA 5 (NI Spans)
<br />Moment (R-Ibs)
<br />1099 @ 3' 6"
<br />324]
<br />Passed (32%)
<br />1.15
<br />1.0 D + 1.0 S (AII Spam)
<br />uve LoaO Oefl. (In)
<br />0.035 @ 3' b"
<br />0.335
<br />Passed (L(999+)
<br />-
<br />1.0 D+ 1.0 5 (All Spans)
<br />Tma1 Load Den. (In)
<br />I 0.C59 @ 3' 6"
<br />1 0.497
<br />Passee (L/999+)
<br />1.0 D+ 1.0 S (AII Spare)
<br />Applimh a mkuWl ions ax aaseA on NOS.
<br />Supports
<br />ReeHP9
<br />W9H,
<br />4azN m6aPPnHs(Iba)
<br />AaemHs
<br />T bl
<br />Avalla6le
<br />Regvlx0
<br />amtl Snow TMaI
<br />1-Hmgran OFswtlWall
<br />Han9w,259
<br />on OF smtlWaa
<br />x.]5"
<br />Wn4er,
<br />x.5o'
<br />PASSED
<br />,yshm : Rool
<br />6w type p
<br />eu tlig use: RmitlrnFialm
<br />aln ea:,a61.1R
<br />PASSED
<br />R.r
<br />yw :
<br />nw°bwT. omp seam
<br />evading Du: RaWentlai
<br />Zd�g Gtle:laC20
<br />maap�r: MD
<br />MPnnerFam:wlz
<br />_. r9��elow rw see tlonai ne/a requaanen6 �• - �-
<br />Latarol Dreofog e a t law.ls. cpmmma,
<br />Ma.lmmn amPable braM9lmarvaizbazee m, aPwlea maa.
<br />Fmnnector. Simpson Strong -Tie
<br />ePP� �a H T., d Pomram N mm �a.�
<br />-T°PMount Ha,gv nvl fvuM N/A WA NIA WA
<br />12 UP PkvnC Hanger IvuM N/A N/A WA WA
<br />Rorer m manuhwrer hates and aaWNORs M P�Pe+�Pspllzean and uzeof as conne<mrs.
<br />verticalLoams
<br />taratlm (spq
<br />tghumw width
<br />(v 9m
<br />(s.as)
<br />.-sell WN9M (PxP)
<br />ll/4'm6'l. x/9'
<br />N/A
<br />6.4
<br />arm (PSF)
<br />omT(Fonp
<br />]i.
<br />RmflPads
<br />Po nt (Ib)
<br />.41)
<br />WA
<br />Member Notes
<br />A F O R TE SOLUTIONS REPORT
<br />Level, 4' Window Header
<br />Current solutlon: 1 pieoe(s) 4 x 6 Hem -Fir No. 2
<br />O ILL gth e J
<br />P
<br />Y
<br />0
<br />All 1-d-are measured Dom rho.oWde fare.f left support (or left mnNever entl). All dlmeoaam are Mrizontal.
<br />Dean nRe9ults
<br />Aw.lO,melen..
<br />Nro,.ea.:
<br />R.mvlt
<br />rnF
<br />tee4: oPmHwtlanfpn)mmj.
<br />Plember Read. (Ibs)
<br />834 @ z"
<br />2835 (2A0")
<br />Passed (29%)
<br />-
<br />1.0 D+1.05 (NI Spans
<br />Shear (Ibz)
<br />593 @ 9"
<br />2219
<br />Passed (2]%)
<br />1.,5
<br />S.0 D+ Spans)
<br />Moment(R-Ibs)
<br />869@z'31/2"
<br />1869
<br />Passetl (9)%)
<br />1.15
<br />1.00+1.05(All Spans
<br />Uve load Den. 0.)
<br />OA28@2'31/2"
<br />0,213
<br />Passed (U999+)
<br />1.0 D+1.0 Sall Spam)
<br />Tobi Load D.R. (la)
<br />DA45 @ 2' 31/2"
<br />0.283
<br />Passed (L/999+)
<br />1,0 p+ LO S (NI Spam)
<br />AH ProdPCt Solutiona
<br />OWdC Pike wane vawme
<br />51/x' 4 v Hem-Flr No.
<br />s�m Rapr
<br />bwTvpe Ha,l, eeam
<br />aaiw n9 use ae, 9mtlal
<br />WMmPraae:,eC tax.
<br />-aa-
<br />VERIFY ELECTRICAL GROUNDING: R403.1.7
<br />PROVIDE NEW UFER GROUNDING ELECTRODES IN NEW FOUNDATION. UFER
<br />SHOULD CONSIST OF AN UNCOATED #4 REBAR STUBBED UP AT LEAST 12"
<br />ABOVE THE FLOOR PLATE LINE AND TIGHTLY ATTACHED TO THE FOOTING
<br />REINFORCING BAR LOCATED IN THE NEW FOOTING. THE SPLICED LAP OF
<br />THE STUBBED UP BAR TO THE FOOTING BAR SHALL BE A MIN OF 12".
<br />a
<br />r
<br />•
<br />4
<br />RICK 5PUL5
<br />425 265-1101
<br />dedprodesign@gmail.com
<br />ISSUES & REVISIONS
<br />Drawn: Date il� Initials
<br />Revised:
<br />Revised:
<br />Revised:
<br />Revised:
<br />Revised:
<br />Revised:
<br />Revised:
<br />Revised:
<br />Revised:
<br />Revised:
<br />ot*
<br />PAGE
<br />8 of 8
<br />VATE
<br />3/24/2021
<br />NKC18x24v2-5F'eb2006
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