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Specifications 115T `/3- dd //9 5/,/' /aa' ✓E E TIM COVERT, P.E. STRUCTURAL ENGINEER 312 N.W. 10TH AVENUE REGISTERED ENGINEER SUITE 200 OREGON PORTLAND, OREGON 97209 WASHINGTON (5031 228 -0426 ALASKA CALIFORNIA FAX TRANSMITTAL: To: Cay a -- f( (SFk., Date: I-31-0 n Attn: At, S1-IUEL -O S (3ickt.D\Jtstot Job No. 23 a Enclosed: (--) pages Project: 7.o I9 raeK d ki ge{tiw Gt 4.4 Tim Phone: (503) 228 -0426 Fax: (503) 228 -6639 STEPS: ? " gi5e - ( 3) - f / • ID" v$-)'+ I "ov LA'P @ ToC / / Mc s ® pcPPLI co Corn1ST�UCT(O(J A�F F�Siv 17s A L CAJ ECt o NS PP. o2 Ta f1Acur.16, OR- ��5 0 • T>o t.Tl N G. I lit. 1,;41,,,.-i- 7 ,I _ P 6 , 1 F a) Ste Also STAIKWC .. CT10N1�EL ON #' 'I DRA W IK4 r -3 Sri G.A,�IFicAnN H oS- 1114 I 1 0 k As ' "` a PRovrDe 2..)g2 s NAEas t "Yr4 Altc2S AT I I i ��I / . WAS CAtlri^1 G LUEp NAZI /5ca2t'WEri I ti .. �ecuREV-1 - IT' STAUtru�ftt_ ritA.moj - ti ZNSTk� 5 T . 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SCALC/Z -I'-O* ircieS 0032ieu/4 Ce,r Ci INFORMATION NOTICE TO PRO'ERTY OWNERS ABOUT CONSTRUCTION RESPONSIBILITIES �� u ��AM� NOTE: This Information Notice to Property Owners 'About Construction Respo itt J was developed by the Construction Contractors Board in accordance with ORS 7015 5 , passed by the 1989 Oregon Legislature. If you are acting as your own contractor to construct a new home or make a substantial improvement to an existing structure, you can prevent many problems by being aware of the following responsibilities and areas of concern. EMPLOYER RESPONSIBILITIES: If you hire persons not registered with the Construction Contractors Board to do labor in constructing or assisting in the construction or improvement of a residential structure, you will, in most instances, be ruled to be an "employer" and the people you hire will be "employees','. As the employer, you must comply with the following: Oregon's Withholding Tax Law As an employer, - you_must withhold income taxes from employee wages at the time employees are paid. You will be liable for the tax payments even if you don't actually withhold the tax from your employees. For more information, call the Oregon Department of Revenue at 378 -3390. Unemployment Insurance Tax: As an employer, you are required to pay a tax for unemployment insurance purposes on the wages of all employees. , For moreinformation,.call the Oregon Employment Division DHR at 378 -3224. Workers' Compensation Insurance: As an employer, you are subject to the Oregon Workers' Compensation - aw, and must obtain workers' compensation insurance for your employees. If you fail to obtain workers' Jmpensation insurance, you may be subject to penalties and will be liable for all claim costs if one of your employees is injured on the job. For more information, call the Workers' Compensation Division DIF at 373 -7434. U.S. Internal Revenue Service: As an employer, you must withhold federal income tax from employees ' wages. You will be liable for tha tax payment even if you didn't actually withhold the tax. For more information, call the Internal Revenue Service at 221 - 3960. OTHER RESPONSIBILITIES. AND AREAS OF CONCERN: • Code Compliance: As-the permit holder for this project, you are responsible for resolving any failure to meet . code requirelhents that may be brought to your attention through inspections. Liability andigroperty Damage Insurance: Contact your insurance agent to see if you have adequate insurance coverage for``*accidents and omissions such as falling tools, paint overspray, water damage from pipe punc- tures, fire, * work that must be re - done. Time to Siise Employees: Make sure you have sufficient time to supervise your employees. Expertise.=:; ake sure you have the expertise to act as your own general contractor, to coordinate the work of rough 11" finjsh trades, and to notify building officials at the appropriate times so the ti perform _ the re. ., A 4• sp _ ions. PP ro P Y can P I f - ha a ikOltional questions, write to Construction Contractors Board ` 700 Summer St. NE, Suite 300 Salem, OR 97310 -0151 0244J 10/24/89 Phone 503 - 378 -4621 minimum slope of 3:12 or greater. When the roof slope is less than 3:12, Hanarails snail oe plac:mv •. -- -.. -.. __ - .._..__ ._ members supporting rafters and ceiling joists such as ridge board, hips and above the nosing of the treads. They shall be continuous the full length of valleys shall be designed as beams. the stairway. Ends shall be returned to the wall or terminate in newel posts vs or safety terminals. 30. Block all edges of T1 -11 panel siding, nail all edges at 6 inches o.c. and 12 inches o.c. in field maximum, double nail at lap edge joint. The maximum 4-- Spiral stairway and winders shall have the required handrail located on the spacing of stud for T1 -11 siding is 16 inches o.c. (unless approved for A outside radius of stairs. greater spacing by mfg). , The handgrip portion of the handrail shall be not less than 1 -1/4 inches nor 31. Vertical siding boards shall be nailed to 2x blocking spaced 24 inches f re than i 2 -5 /8 inches in s cross sectional surface no sharp The cornersgrip portion maximum. '� 32. Provide positive water drainage from crawl space by installing crawl space Handrails projecting from a wall shall have a space of not less than and foundation drains sloped for gravity drainage and extending to a storm 1 -1/2 inches between the wall and the handrail. sewer, street gutter; road ditch or other approved drainage way a minimum of 10 feet away from building. Sump pumps not permitted without special design Open side of stairways with a total rise of more than 30 inches above the and approval by this office (R.309 -4). floor or grade below shall have a guardrail. If the handrail is placed between 34 and 38 inches above the nosing of the treads on the open side, and 33. Slope finish grade away from building at 2% for minimum distance of 5 feet h asoug intermediate h rails il th six s inch aor sphere c (nn ot 4p ass (R -1). 34. Basements below grade shall be protected from water infiltration by 44. Every stairway shall have a headroom clearance of not less than 6 feet foundation drains, waterstops, coatings or other approved means (R.306 -1). 8 inches. Such clearances shall be measured vertically from a plane parallel and tangent to the stairway tread nosing. to the soffit above at all points 35. Minimum bottom of footings depth below original and finished grades one story (8.213 -1). building 12 inches; two story 18 inches; three story 24 inches (R.303). 45. Skylights shall be of the following types of glazing: u = 0.50 36. Foundation walls with less than four feet of unsupported height may be of un- reinforced concrete (minimum 3000 psi), walls over four feet of unsupported • Laminated glass with a minimum .030 inch polyvinyl butyryal interlayer. height shall be reinforced per Table 304.3b. Walls over eight feet of • Fully- tempered glass unsupported height shall be designed by a registered engineer. • Heat - strengthened glass • Wired glass 37. Spaced sheathing for wood roofs shall be spaced not to exceed 4 inches clear • Approved rigid plastics nor more than the nominal width of the sheathing board. Sheathing boards shall be not less than 1 inch by 3 inches nominal dimensions (R.809). Skylights with multiple layers shall be provided with screens below when the inboard pane is fully- tempered glass, heat - strengthened glass or wired glass. 38. Diagonal and sway bracing shall be used to brace all roof trusses at gable ends (8.702 -7). EXCEPTION: Screens are not required when fully- tempered glass is used on the bottom pane and either of the following is met: 39. Every dwelling unit to have at least one exit door 3 feet wide and 6 feet 8 inches high with a clear exit opening width of 32 inches (R. • Class area 16 sq feet or less: highest point of glass not more than 12 feet above a walking surface or other accessible area, nominal glass f Landings of a minimum of 3 ft by 3 ft shall be provided on each side of a thickness not more than 3/16 inches, and the other pane(s) are fully- door. The landing shall not be more than 1 -1/2 inches below the threshold tempered or wired glass. of the door. Li • Glass area greater than 16 sq. ft: glass sloped 30 degrees or less from EXCEPTION: Doors ma open on a top flight of an interior stairway, provided vertical, and highest point of glass not more than 10 feet above walking n Y P 9 the door does not swing over the stairway. surface or other accessible area. 'cccc Door may op onto a landing not more than 8 -1/2 inches below the threshold, 46. All skylights installed in a roof with a pitch flatter than 3:12 shall be provided the door does not swing over the landing. mounted on a curb at least 4 inches above,the plane of the roof. ■ v s 41. Stairways shall be not less than 36 inches in width (R.213). 47. Asphalt composition shingles on slope 4/12 and greater to have 15 pound felt / under- layment, Asphalt shingles on slopes between 4/12 and 2/12 to be double `Q 42. The rise of every step in a stairway shall be not less than 4 inches nor coverage, self- sealing or hand - sealing installed over 2 layers of 15 pound greater than 8 -1/4 inches. Run shall not be less than 9 inches as measured felt applied shingle fashion (R.803). horizontally between the vertical planes of the furthermost projection of adjacent treads. The largest tread run within any flight of stairs shall not 48. Wood shakes shall be laid with 18 inch strips of 30 pound felt shingled v 1 exceed the smallest by more than 3/8 inch. The greatest riser height within between each course with no felt exposed below shake butts. Wood shakes on any flight of stairs shall not exceed the smallest by more than 3/8 inch slopes of 3/12 to 4/12 to be laid over 15 pound felt under - layment. Special (8.213 -1). approval by Building Official required. Wood shingles to be grade 1 and 2. Special approval required for grade 3 (R.809). BUILDING DEPARTMENT final inspection, post permanent nouse aaarees numuece. n uuua�� 4 large enough to read from street. RESIDENTIAL CORRECTION SHEET 2. Every bedroom shall be provided with one window or exterior door for OWNER OR CONTRACTOR PERMIT 1 emergency egress. Egress windows shall have a minimum 5.7 square feet of openable area. The minimum clear height opening shall be 24 inches, width JOB ADDRESS 20 inches. Maximum finished sill height shall be 44 inches (R.210 -2).. CALL FOR INSPECTION 639 -4175 3. All habitable rooms shall have glazed openings equal to 8% of room floor area, 1/2 shall be openable (R.203 -1). • REQUIRED INSPECTIONS 4. Bathrooms, water closet, laundry room and similar room shall have openable 1. Erosion Control - All required erosion control must be in place before ANY window of not less than 3 square feet minimum with a minimum of 1/2 openable. other inspection can be made. OR 2. Footing - (Prior to pouring concrete, locate propertly lines) (Concrete 3000 Be provided with exhaust fan capable of providing a minimum 5 air changes per PSI Req) hour (R.203 -3). 1. Foundation Wnll - 3000 PSI concretes Walls over 4 feet high require 5. Minimum ceiling height in habitable rooms to be 7 feet 6 inches. Minimum in reinforcing steels Walls 8 feet high or higher need engineering. See Table other rooms 7 feet. In rooms with furred ceiling 7 feet 6 inches minimum R- 304.3b for reinforcing requirements. height required in 2/3 of the area. Furred ceiling minimum 7 feet. In rooms with sloping ceiling 7 feet 6 inches minimum height required in 1/2 of area. 4. Post Q Beam - Prior to decking (includes underfloor plumb and mechanical). No part of room having less than 5 feet of ceiling height to be included in (Underfloor insulation must be kept dry. May be installed after roof has minimum room size. when exposed beams are spaces more than 48 inches on been placed.) center, headroom shall be measured to the bottom of the decking with a minimum of 7 feet to the bottom of the beams (R.205). 5. Tnderslab Plumbing - (water test required) 6. Smoke detectors shall be installed outside of each separate sleeping area in 6. Concrete Slab - (under living area) after placement of vapor barrier and the immediate vicinity of the bedroom(s) and on each additional story of the insulation. dwelling, including basements and cellars. 7. Plumbing top out - (100 psi test required on waterline) In new construction, required smoke detectors shall receive their primary power from the building wiring when such wiring is served from a commercial source. Wiring shall be permanent and without a disconnecting switch other 8. Framing - prior to insulation (after plumbing and electrical) and including than those required for overcurrent protection. All detectors shall be wired mechanical rough -in. to activate an alarm at the same time. 9. Fireplace • at throat and top out when alterations, repairs or additions requiring a permit occur, or when one or more sleeping rooms are added or created in existing dwellings, the entire 10. Oas Line - (10 psi test) building shall be provided with smoke detectors located as required for new dwellings. May be battery operated. Section R -215.1 11. Insulation 7. Building paper (or approved equal) required under siding, unless siding is 12. Oyp Board approved for use without building paper (R.503 -7). 8. Unenclosed floor and roof openings, balconies, decks and porches more than 13. Building Sewer - (water test required) 30 inches above grade or floor below shall be protected by a guardrail not less than 36 inches high. Open guardrails and stair railings on the open 14. Rain drain, crawl space drain side of stairs shall have intermediate rails or ornamental pattern such that a sphere 6 inches in diameter cannot pass through (R.214 -2). 15. Water line 9. Foam plastic insulation shall have a flame spread rating of not td exceed 75, 16. City approach and sidewal* (Engineering Dept.) (3500 PSI Concrete Req) smoke development not to exceed 450 (R.216 - 1). 17. Final (prior to occupancy) 10. All joists and rafters shall have solid blocking at all bearing points, full depth of member. Use of blocking one size (in width) smaller than rafter on Building must be constructed per approved plans. Any changes to plans must be vault ceiling to maintain ventilation is acceptable (R.602 -4). approved prior to commencement by Building Department based on 1990 Edition State • of Oregon One and Two Family Dwelling Code. • • l.•..• Glazing in shower and bathtub doors and enclosures. 80. Dryer exhaust must terminate outside (M.111). • Glazing, operable or inoperable, adjacent to a door in all buildings and 81. No fuel gas line or plumbing clean out may be located in under -floor plenum within the same wall plane as the door whose nearest vertical edge is (M.1604 -10). within 12 inches of the door in a closed position and whose bottom edge is less than 60 inches above the floor or walking surface. 82. Post inspection record card in garage in plain sight. (MUST HE ON SITE OR NO INSPECTION). Glazing in fixed panels having a glazed area in excess of 9 square feet and the lowest edge less than 18 inches above the finished floor level 83. All new homes shall be provided with a hard surface driveway of asphalt or or walking surface within 36 inches of such glazing. In lieu of safety concrete, from the street to the garage or carport. Hard surface driveways glazing, such glazed panels may be protected with a horizontal member shall be provided where additions or alterations are made to a garage or not less than 1 -1/2 inches in width when located between 24 and 36 carport, and the property is not provided with a hard surface driveway. inches above the walking surface. Driveway(s) for a flag lot shall conform with the following: (18.108.070 C.D.C.). 67. Appliances producing a glow, spark or flame capable of igniting flammable vapors shall not be installed in a garage unless the burners, heating • 1 unit minimum 15 ft wide easement with 10 ft wide hard surface. elements or switches are at least 18 inches above the garage floor. • 2 unit minimum 25 ft wide easement with 20 ft wide hard surface. Appliances in a garage must be located out of the normal vehicle path or must • 3 -6 unit minimum 30 ft wide easement with 24 ft wide hard surface with have a protective barrier (M.1114). curb and sidewalk. 68. Attached garages shall be separated from dwellings by 1/2 inch Gypsum 84. Where required, public sidewalks and driveway approaches shall be installed wallboard applied to the garage side of walls and ceilings common with the prior to occupancy approval. No portion of any driveway approach, including dwelling. Ceilings of garages used as part of separation shall have all the end slopes, shall be located closer than 30 feet to an intersecting supporting walls, beams, and posts covered with 1/2 inch Gypsum wallboard. street right -of -way line (TMC 15.04.080). The Gypsum board shall be nailed with minimum 1 -S /8 inch sheetrock nails, spaced 7 inches on center maximum (minimum 6 nails in field) (R.209). 85. Any work done in public right -of -way requires a permit from the engineering department (i.e. any work done beyond property line, excavation, 69. Garage, firewall protection shall run up to the roof sheathing. where a construction, or improvement). horizontal occupancy separation is provided, protect all supporting members by equivalent fire resistive construction. 86. Any wood in contact with concrete shall be pressure treated or protected by approved methods. 70. Install Gypsum wallboard behind and above furnaces and water heaters prior to setting units. 87. All unroofed porches, balcony, and decks shall be constructed with treated lumber or wood with natural decay - resistance. 71. Minimum 3 inch diameter building sewer required. 88. Footing, foundation, or other support items shall not encroach into any 72. Attic ventilation shall be provided equal to 1 /150 of attic area. May be easement. reduced to 1/300 of attic area if 1/2 of ventilation is in upper portion and 1/2 of ventilation is in lower portion (R.707). 89. Hours of work shall be 7 a.m. to 9 p.m. Monday through Friday. from 8 a.m. to 8 p.m. on Saturday and from 9 a.m. to 9 p.m. on Sunday. 73. Do not locate foundation vents under load bearing points for headers, beams, etc. 90. Cuts and /or fills made during construction shall be graded at a maximum of 2t1 slope. 74. Rain drains shall extend to approved storm drain system (inspection required) (R.701 -3). 91. Garage floors built above supporting grade shall be designed by an engineer. • 75. Foundation walls of habitable rooms located below grade shall be waterproofed 92. Call Engineering Department for inspection of driveway and apron before with membranes extending from the edge of the footing to the finish grade placing concrete to ensure that City standards are met. line. The membrane shall consist of either 2 -ply hot - mopped felts, 6 -mil polyvinyl chloride, 55 -pound roll roofing or equivalent material. The laps ke /RESINSP in the waterproofing membrane shall be sealed and firmly affixed to the wall. N: \COMDEV 76. Door(s) between house and garage must be a minimum 1 -3/8' solid core (R.209- 1). 77. If attic access is installed in fire -rated ceiling or fire wall, it must be protected with equivalent fire resistive material and be self - closing. 78. There shall be no openings between a garage and sleeping room (R.209 -1). 79. Exterior walls less than 3' -00• from property line must be minimum one -hour fire resistive construction with no opening in wall permitted (R.202 -1). pAie C 444 4W7 . ' . T V .,., ..,,,- fl, .:,,:„. .... ''..: R , A R Y .,_ i f ------„,, .A. nrefuts,, ...., SUPPLY CONC. LARGEST & MOST CI, IPLETE S f CK IN THE NORTHWEST Ince 1917 ..._ . . ............. . . . . . . . • . t . mo mos Iwo sammum 11111111111111 . IIIMOININNIIIIIIMS WIZ= , • -.., , La 94A IMAM pr ,s , ,,.., , ga v I 1" AM il i i my ow; I I • * 2 . . ,.: . I i i 1) = III I I 1 ; 'H I 1 al I, , - • . :4 -0 , 1 I ! 71 1 1 tX ru 1 1 - • NO - .0 G 1 LA. 1,11immit -•:1.• I h maw _ mervift. iliam -- - -r NI NI ---- illeitiiimaargammommalw . 11 7 Ilinia •.__ - 11 . ...,__,..........,.._....._.-is.N-:-.. _ __.1 11111111111011111111111a !IR _____70 - ,„.,,,., _._ • oh mil i!v,-------- -0. . . 0) r r,, . • ............ _—,......,.....,.... "r> li1 ....- ,.. l--- ...• "S" s . 7, V -1 Tj VW g 1 .1 ?c 1171 ' 1 W F 6 N E-710 Et 4 N —I. • ''S (1 16 ' ., .:_.: 4 2.` b --. k . .....2 t. tf\ i.! 70 ''''i r C .. ,,1,1 -s. I I *), r i F = ,..... 0 . ,..,,A...L..5 , co 0, 1 6,,,c , i.. .-.1 (..,-). 'v. -' 1 i _____,_J t%) 1/4....) ■/) 1 I- (--,, 6 1 _ ._________ \ 1 - -•:,___....... t_P ro 1418.5 RU E DY SEATTLE PO TLAND TACOMA REMODEL PROJECT ,20,„.:s.;_.., BELLINGHAM VANCOUVER JOB # 9301 NI . .....,_ • • r - - - - --- , -- • _____ - - • • • . • . , - — IN A ' i ' �\; i i • !ii II°� , =te L ® - _ — • ..... • • s i f f 3 f 1 • • t • _ j 1 85 RUEQY . . Robert E. &- D 1.,'. �Zuedy � - P ROJEC T i� i I RE CIDEl� -I. . i U t ti : . i i f 14215 S.W. 100th Avenue, Tigard, OR 97224 (503)62x0.5997 , : , : A 3- • ■ RUEDY REMODEL 14185 SW 100th Avenue Tigard, Oregon Rob Ruedy Loads: Roof Loads (TL) = 40 psf (25 psf LL) Floor Load (TL) = 52 psf (40 psf LL) Soil Pressure = 2000 psf maximum Wind 80 mph Exposure B Warning: Reuse of existing roof structure may not meet current Codes and is probably 'suspect' at best. Reuse must be at owner's risk. cc 0 PROFF 19381 ' 7'14 C0V Job 2308 TIM COVERT P.E. STRUCTURAL ENGINEER 312 NW 10TH Avenue Portland, Oregon 97209 228 -0426 ' , L3 o RueDY 'L -IU — i > 1 • TL = So PSF Note : Vndc� •.�6., F.04-i^51- Ma r toe.... CI1MIt\A+4A irr an eX + VCci i i 1 1 ((2 mit.i. W10 . - . __T1d4 9 ! btt Ex Fbu SE (vErc-I -Y) e ls -rr��� Al . - (crw 3 SPACE) ®r11-miliwommilammilms;i::■■01.1mmilmommoWl P. O _1 v ___ _v __ w � w r 0 OJ y J / Fi ti TYP. LL - (12) p a+ r 0 ill ‘..1 r lr p r 4- to rl--- -1 0 Y - N. L J .t- N 2 Z / O O O } FJ f r r 1 !i ((z) ' � t' , s °a I 0 ve ui I v z Vent. Nt. _ - ' ' I �. J I V "V ACT: 2 x 6 in- - lt2 @ /Z ` (ii_u- zs Note: Provide corn A-spn di SiMp5vti/ X�RAUti16 AT corner bars ( 4 x 24 r2 TY J X 82I 1-/--<*' � at ALL continuous horizontal bar ifre2( -P1 (ATP 5.1 C:L(Pr y ar at ALL corners and intersections BE�m, 7 'a ?o.Sr ,r-uc�SPit- , ?a SPAS . - u4002 5-rma s1$G 1.49(-7? (4Nuia4, 115 44$ DG- -L A-r .7 D oN hti-as s c,, Z NOTE: PROVIDE MOISTURE BARRIER AND -' °Pawi/16 CRAWLSPACE VENTILATION PER CODE. .4r& PROS - +� 4, 09381 9 JFoufl:iatjonflan tr '1111 COV5> s it St Z.I. . 1- : ' .- 1 . r. or Framing _ _ 'Rau • 23 R.ve_oy 2 -:( 0 c) 2 -- _ __ A pqatmEmo.., IX (0 ... 1 - up S V Y2" POI v.) 000 . .,----- Ve (z/) ■.... 2x Stutz ,pd t...)/ 5/5" 4: )( ( o ' A .13 4' of -uit 1 ... 4 E " o f . 6 1 4, N. \ , ... . . . . (() 4 - : .4 ' '' — • .44..% 4:0 '2 1 j V e 0 <A A „ r • 0 I e..... . _ • N, .4,*•'::'!.i :,4 , op .-.;;,,--,. , r _. z 7 r r / / / r , , . (2) 0 ,, I, 4 G r , / 4 t, W ---/ f- / -: /" . ---------- t..--- 7" C\ i ( .. „ _, • " -f. „ . .•,,... • /0 . < 1 - 2303 __. - -- RUED - - — — - 3 5 , uk,D,rp,,,,,,,,, oc) 5 : I . st� ; Ext silo c co .sG-17--CT G • i c2, j STEM wAt.t, 1...11 • i • v 6:. - o, —1M- n, N.. V 1 tt j ^ \ ^ `Y i • 4 i bRYPACK � c N ' - / © FooTI ...Sc f , tom: 1 7■7 ti w - - / / / ! i i i i i / / I / / 1 - EQ. f E 'i --� 2 � ' �� S q Sew PLA %C0.Rar'' 1 3 4 S G N FF �. G� P °3R1 A CI On .( C " ,`'‘ '/J 77. .'CS • T I M COVERT, P . E • S T R U C T U R A L E N G I N E E R FOOTING SCHF.DULH: O 2' -0" SQ. X 10" THICK FTC. /� (2) #4 each way at 3" clear of bottom. (SK) l� Z 000 PSF, • O3 3' -0" SQ. X 12" THICK FTC. (3) 114 each way at 3" clear of bottom. (t S O 4 4' -0" SQ. X 12" THICK FTG. (Si" (4) #4 each way at 3" clear of bottom. SO 5' -0" SQ. X 15" THICK FTC. (5) #5 each way at 3" clear of bottom. (57:0 tS ° S� 6O 6' -0" SQ. X 18" THICK FTG. 1); (6) #5 each way at 3" clear of bottom. (72- O 7 7' -0" SQ. X 18" THICK FTG. (7) #6 each way at 3" clear of bottom. (a8) 8' -0" SQ. X 20" TRICK FTG• (8) #6 each way at 3" clear of bottom. (1240'-) Concrete: 3000 psi at 28 days. Rebar: ASTM A615 Grade 40. oa T I M COVERT, P E S T R U C T U R A L E N G I N E E R Materials: Concrete 3000 psi at 28 days Slump (max) 3" f/- 1 Portland Cement ASTM C -150 5 -1/2 Sacks per Cubic Yard Aggregates per ASTM C -33 3/4" max.sized aggregate. Water per ASTM C -94 5 % -7% Air - Entrained. Conc Temp Btwn 50F -90F Note: The concrete supplier is to assume : responsibility for the mix design (Proportioning) and the performance of the concrete. Rebar ASTM A615 Grade 40 Lap Splice 40 diams. Steel ASTM A36 (Str.Steel) ASTM A307 Bolts ASTM A185 Mesh E70XX Electrodes l. C33SI - 2308 gueoy 2 - I ( -- 9 3 = 2X12 op- Lit2- e 24` 61 G (IF- VAULTS) Zx S OF- L 2- @ 2-4"616- tG (FLIT CO LA 1 - -).. rJ = 2x 8 PF---LAt 2 & 12" 61 6. (SIMASo&I 4 L14 28" - TYP tcAO -\ '{ DC St MPSor.1 )<- B12-Act n3 4 (At D- SPA - r- 4 -- c`t P tc_A L . -a . 21(651005 4V, PoST -tJ -WA L (MEW) / 4x L - — Ira& 4x(/ M Fj tA el / (i2) 1 4x „ d J II 4 X8 Hu48 Ttl'. Ctz) T' N l(Z) o .. J. Z F) / FJ 4,c¢ 4 xg a` H V lA 4 4. x z I V ( C op-L °- DFYz Pik , FJ R 4X8 4x 6 I -U G2) (S) I (8) \\ 4xG PP - L #- 2 ?� sr ` `T v opmpormialt / j Cik/ p te t...) 4 (G) r4.7 4XG PogT' X 6)2 1� IJAu.. J i ,� Exlsrt�y 2xG $-t�oS Sf,�cp c�c-¢ w� you SE. New). (24 S1011s "TS12 -1.(pi,A1..,. R4 c 700 cu,,r7s ' V I tie ive 1 #9381 w - : - J 6 `. „ (i t y 22- .■ T•( - S rj COV�c Q` �C I - i 2 -I I Tc. S = 2 X1,002 Jo(5T5 (CL = coo e DL = l2 PsF) r, (FLoo2. Jo(STS) use ZxS DF- LI Z ( Ib`to(L. ( A- 'Acrry = `lo Ps -r. ( d- = ..71/¢11 L / 64 (ok SIMPsot..1 "0426" TYPi cA-L . CEtJTZAL 6 EP. M L = 23.75 (.3 = (I2.X -f- loo = ?Z1- PLF 5/8 x 19 `ii (Z4-F - V4-) PosT eE i t9 ••1 . 57A(R.,. N efir0 en--S L= f2 P = (3)(6)(6oes o8o # Mielt-pa P iFq, ti s #93; 1 "9 ( ac ay, e•ti 1.1/4 • 2 3o3 K- ` '' WOOD BEAM DESIGN FORM b = 5h /8 ,. Glulam Beam: Fb = 2400 psi Fv = 165 psi Fcp = 625 psi • E = 1,800,000 psi Span = n.-7S ft. Uniform Load = psf x ft. _ �2.1 plf Sx = 255 in3. D1 = f $ in. Sx' = Z6? in3. D2 = /$ in. Av = 68.3 in2. Dv = 13 in. R = e 18 lbs. If Ab = (3, g in2. = 2.'2 inches (min. length of brg req' d) D3 = 18 ri in. 0 2 = /. ((, in. = L/ 247 D4 = (�j /Z. in. � = .9, in. = L/ 313 (ok) D5 = - 2.4 in. "4 = in. = L/ USE 5//8 X i el liZ (24F -V4) Glulam Beam ST(Ze*1FTH chpA-aTY = 7B PSF OK) ,,,-- 4 . 119381 ' � r c ORFc' —ON A ✓I ?2 ,0 Z3o8 BEAM SPAN = 12 FT. STAIR HEADER LOAD CASE 1 POINT LOAD AT ANY POINT LOAD = 1080 LBS. A = 6 FT. FROM LEFT SUPPORT. LOAD CASE: 1 SAWN BEAM USED: FB= 1250 PSI. FV= 95 PSI. FC PERP = 625 PSI. E= 1700000 PSI. MAXIMUM SHEARS, MOMENTS, AND DEFLECTIONS: V = 540 M = 3240 D = 40 /Ix REACTION (LEFT) = 540 LBS. BEARING AREA REQ'D = .864 IN2. REACTION (RIGHT) = 540 LBS. BEARING AREA REQ'D = .864 IN2. SX = 31.104 IN3. AV (MIN) = 8.526316 IN2. MINIMUM BEAM SIZE = 3.5 X 7.25 (x8) MAX. DEFLECTION = .3598812 INCHES = L/ 400.132 A(PROVIDED) = 25.375 IN2. SX (PROVIDED) = 30.66146 IN3. D.F. = 1.057587 IX(PROVIDED)= 111.1478 IN4. 01 P ROF go GINA #9381 4s 9 Oaaao,c r 4frf COVE 230 2 "1 sac - WOOD BEAM DESIGN FORM b = -3Y2- ., Sawn Beam: Fb = 1250 psi Fv = 95 psi Fcp = 625 psi E = 1,700,000 psi Span = $ .ZS ft. Uniform Load = psf x — ft. = 37 o plf Sx = 3 0.2 in3. D1 = 7.2 in. Sx' = -- in3. D2 = - in. Av = Zo. L in2. Dv = 5.9 in. R = (52(, lbs. Ab = in2. = 1 inches (min.length of brg req'd) D3 = 7.25 in. A2 = _2o in. = L/ y6S tog) D4 = in. 03 = in. = L/ D5 = - in. A4 = in. = L/ USE 4-}( Fj DF -L NO.2 Sawn Beam 09.381 6 ' 7-/A CO\I 2 -1 ( L _ APP_ - (._ I 23o a — IZve y _J u Afo GIVE , f , eXis'1I ►i (Zoo F : / IJ0T E✓ALVA7ozo / 4 PPRoV6 Z4-' 562. f f' j 2880 N N Zg (bo (AlAY) \ /I I `' / I I \ / I I \ 6 A // I / Wr.(x t: (43)(4-o = 3 2-0 PLF I 4 \> I I / \ I I / Y N ■ ■ 288 0 IF H I-I W I H= 4-x 0 F -L F.XT 4oi WALLS : 2 XG OF —c- 2 4" o Ic- . ( RAF 6,2 cric,iiq .JoIrrl Au w/ STt10S Typi ci .) i 1 ■ � • 9381 'D ` o -.►.CAN '/( `t 22 `Q 1 4 Ov °P L PtTp2,4t, : 1 f' lfi HO MPH g . Pi = 13.22 PSF. ( IS) p = I¢.26 Ps ( cS' LOA _ C,22 — - uo ANcttort EA-6,4 RAPTC . To (9 St1pPo1.T WAIA 1391 U� <) siMProF1 "1-1-3 "(7Y P I c �� 1 685 # P3 _ _ 454 3490 Lk‘ 4.S 2Y f SIDE lefAu.s : 6 x T = ( S 4 0 1 - ( - 3 1 - 4 + 8 1 - 2 ) = 41 IS 2 P 1—F v11144x) = 1 PLF (rig) FeoIJT- BAGr. I.fAu-s : 60A-O = S57¢ EXT _ (Z -1-10 +(2.S+ 7.5" + z) 26. I "1r- (4vc.) = 214 PI,F kr(6 - 6") = 3Y S PU (Dk) /Jlt.f/LGl �J� H £F C aj4.( r 9381 rec Wo k S L 0 EGON 1 � X308 K._VC- T I M C O V E R T , P • E • S T R U C T U R A L E N G I N E E R SHEATHING SCHEDULE: Roof Sheathing: 1/2" plywood (24/0) or rated APA sheathing (particle board, oriented strand board, flake board, or waferboard, etc.) With 10d box nails at 6" o/c all panel edges And 10d box nails at 12" o/c field. (Edges may be unblocked for shear) (206/154) Floor Sheathing: 5/8" plywood (32/16) or APA rated sheathing With 10d com nails at 6" o/c all panel edges And 10d com nails at 10" o/c field. (Edges may be unblocked for shear) (285/215) A Exterior Walls: 1/2 plywood (24/0) or APA rated sheathing With 10d box nails at 6" o/c all panel edges And 10d box nails at 12" o/c field. (ALL EDGES MUST BE BLOCKED) (310) Interior Walls: 1/2" gypsum wallboard both sides of wall With 5d cooler nails at 7" o/c At all studs, plates and blocks. (Edges may be unblocked for shear) (200) - 4 LA t,JEYZ LF L&J 0 ft- CePerl< E ,. /\ 1 S o . ( PIC.WOIa 4 tdAu. g CS( 06 STA-t 25 . ((rrEE -a. (2_ ( Lc.) 64Aq 6E wo m FACE aF S7dDS). 007-E: 'oyic c .4 1 i /IME ?,2lcE 'ra F12til1SN lt I %4 U g.6 - % > 'C /.Y0.4.6 4 Sua- R.oK /U RCAY. ; . 7-1;9t IS ra ,r /A1‘771-!-EZ wir ,9ec E,pa6s ar caE0 CA (7o,,JSTx ocT?e�l✓ AO r / .i /4t so 73 CC M/EC rlddS .4 / N Act_ f't -oe�2 .Y 6-rr i o I QOa vy I -! ( - "7 c___ - -2' ,,3=1 - - _- 23 . 8 I g rAN Wiit.. s w c ,En. (mar.] ) • t r 41Ek.1, Rei , I,InIny . 0 • I - , 0 L. _1 , . MI OM MI MN MI II I , . ( - el . '' , EX151 c 1 :-:_: I 1 I NORTH I i i txls-r 0..) &A- 21N c E.. i ', \ -- , \ I I Note: Provide corner bars (#4 x 24" F-24") ��, t l, F F t <0,, at ALL continuous horizontal bars �� �9,R1 - . at ALL corners and intersections. -' ORE N 1 1 ✓ &i. Y . . 1 ` r!14C v - -- 23 j ____ 1 7\ I � G WALL = MAY. WALL N E 16 N� 4 ! C.o LZ 2 I ,2 I (z) 4- 0,..s-1-....7 - , . ._ • -r or WALL n 4 - • # ` i, d • { .`.WY t s t3AGK.FILC_ S , 4t- 4 vErzr s J • s d- Q ' S 3 ; P9rr.Fe A r c / if 4- -ro P INA-2S Tlakdni -ro r( l (( Z cCsz. / //, - ' ,�- / - 2 / ; r h / fl • N1 - l//z// / �v2/ /// ,_/ it � //. N- He II I II () 4 CO r . A CO I 6 it ('ToE) ( WALL) / (HEEL / 1 ` \ a 6l f f ,• N9 31 s t so - Tc : C= BOO o Ps G � �7 crG'f'G @ Z8 e{'a f . crr�o:! ,� / A r S e 6r' etc 4 -o 02.64-- ► ` r �. ` � 1 � iM c d 72:77° g I � • RETAINING WALL PROGRAM: RUEDY RESIDENCE DATA: K(HORIZ) = 35 PCF K(VERT) = 0 PCF. RETAINED SOIL HEIGHT = 4 FT. SLOPE OF BACKFILL = 1 vert TO 9999 horiz MAX. SOIL BEARING PRESSURE = 2000 PSF. STRENGTH DATA GIVEN: Concrete 3000 psi. Rebar ASTM Grade 40 RESULTS OF COMPUTER DESIGN: Footing Width (total) = 2.5 feet.`✓ Footing Thickness = 10 inches. Footing Toe = 6 inches. ✓ Footing Heel = 1.5 feet. ✓ Wall Thickness = 6 inches. Wall Height (max) = 4.5 feet. Factor of Safety (Overturning) = 2.062139 Factor of Safety (Sliding) = 1.197766 Overturning moment = 885.0131 lb.ft. Thrust = 497.8059 lb. Retaining Moment = 1825.02 lb.ft. Total Weight = 1325.011 lbs. Max. Soil Bearing Pressure = 1245.137 psf. WALL STEEL 1.125 ft from the top = 1.255926E -03 in.sq. /ft. WALL STEEL 2.25 ft from the top = .0100606 in.sq. /ft. WALL STEEL 3.375 ft from the top = 3.409238E -02 in.sq. /ft. WALL STEEL 4.5 ft from the top = 8.146342E -02 in.sq. /ft. Maximum Allowable Steel Area = 1.336402 in.sq /ft. #4 VERTS AT 29 IN 0 /C. ✓ #5 VERTS AT 45 IN 0 /C. #6 VERTS AT 64 IN 0 /C. #7 VERTS AT 88 IN 0 /C. #8 VERTS AT 116 IN 0 /C. HEEL Steel (top) = 5.018996E - 02 in.sq /ft. X9 = 1.5 #4 TRANSVERSE (TOP) 47 IN 0 /C.v #5 74 IN 0 /C. #6 105 IN 0 /C. #7 143 IN 0 /C. #8 188 IN 0 /C. TOE Steel (bottom) = 1.596423E - 02 in.sq /ft. #4 HOOKS AT 150 IN O /C.✓ #5 233 IN 0 /C. #6 330 IN 0 /C. #7 451 IN 0 /C. #8 593 IN 0 /C. Temperature Steel: Wall Horiz: Footing Longit• #4 H AT 13 IN 0 /C. ( 4 ) #4 CONT.`� #5 H AT 20 IN 0 /C. ( 2 ) #5 CONT.