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1010 WESLEY ST_3522_2026
PA Emp 777 in 44 ol 00 i ,i oL -39 ao ,� ,► /� + `•- ;.�'., - •�, N/''-� / ,' .� l7y-ova �r-opt 10o/ i I Ilol .... ... ;{• .,r .�. � J /may � / �� ' � � � Q �� W Cb nn ��� �a j • _ W ti et I)jo '�(! 1� ' off' . I, city od A1tLIN GTON PERMIT APPLICATION 230 N. OLYMPIC AVE., ARLINGTON, WA 98223 (206) 435.5785 COMMERCIAL, RESIDENTIAL, MECHANICAL, PLUMBING, GRADING Tax Account Number Job Site Address City Applicant Name (,lJz LFy j ,j Phone Mailing Address Nt E ZLt7,C- 2 Su,TF 2t2 City_ Zip 90 -: Contractor Name 7- �.uzSC.�-r r [mil k-.j'r ,Q��c c a•;S License # i,, i CZ)ci 3 Address ��Q 1 7 - td E City &C Ld 19 Zip 7j��Phone 5 3 g Architect/Engineer reX;Z,,, -1 f--C-^.a « License # Address �o i � �; City Zip 9 of© f Phone TYPE OF PROJECT_ �{Q ', /A I a Sewage Disposal Right-of-Way Width Culvert Permit No. LOCATIONAL INFORMATION: SEC TWP RGE 16th Plat Name/Short Plat No./Segregation No: Lot/Parcel # Block # Lot Size Is the average slope of the property in excess of 25%? Yes No X Has construction started? Yes Now This structure will be used for the following purpose iz�Cw TA'( �P/+rT' ,hSC�1'-S Other buildings on this property s OWNER/AGENT SIGNATURE 6 Nrns/ f,zi 1�,,f DATE 6 'a s'S NOTICE: Front Yard Setbacks. Curbs�th ewalk Edge, Ed of Street pavement is not necessarily your front property line. In the case where your setback will be measured fe front proper line, be certain that you are measuring from the actual front property line and that your plot plan depicts this. In the event your setback will be measured from a private access easement, the edge of the improved road is not necessarily your front property line. Be certain that you are measuring from the edge of the actual easement and that your plot plan depicts this. ACKNOWLEDGED ------------------------OFFICE USE ONLY BELOW THIS LINE------------------------ PERMIT CONDITIONS . . . ZONING: Max Lot Cover % Max Bldg. Height ft SETBACKS: Front Side Rear Basic Plan # Other Covenants SPECIAL CONDITIONS . . . SANITATION PUBLIC WORKS ON SITE LETTER DRAIN TRAFF ENV HEALTH SEWER CN R/R RD IMP OCD ACCESS RSBP LS SLIDE CMBP ESMT RSME STD BLA i SLOPE CMME ADDRESS PLBG Sp SEPA SITE PLAN CULVERT MBHM 5 ACRE __ OTHER_ FIRE AFF/BOND _ MOVE LOTS _ OTHER _ GRADING INSP 20 ACRE OCP CU FL ZN FML BLA PLAT REZONE SEPA SH LN SP VAR — Su— VA PLUMBING PERMIT 3 MECHANICAL PERMIT (NOT FOR MOBILE HOMES) [-41 FIXTURES No, UNIT TYPE: Electric Oil-- Gas LPG Solar Water Closets Bath Tubs UNIT SIZE: BTU's KW Shower Baths Wash Basins _ No. FEE Sinks FOR THE INST. OR RELOC. OF Dish Washing Machine, Forced Air Systems Hot Water Tanks Fuel Storage Tanks Drains Heat Pumps Laundry Washers Wood Stove Laundry Trays Fireplace Insert Urinals —0— Clearance Fireplace Drinking Fountains Rain Leaders Sumps Vacuum Breakers Gas Piping Permit Fee Side Sewers Water Service Line Total Due $ Misc Total Fixtures GRADING/FILL INFORMATION Permit Fee No. of cubic yards: Total Due $ To be removed from site Related Bldg. Permit # To be imported to site IF MORE THAN ONE BUILDING, SUBMIT SEPARATE APPLICATION FOR EACH STRUCTURE. A SEPARATE BUILDING PERMIT MUST BE ISSUED FOR EACH BUILDING. I 1 BUILDING DIMENSIONS: 16 MAIN FLOOR MAIN FLOOR SQ. FT. SECOND FLOOR SECOND FLOOR SQ. FT. THIRD FLOOR THIRD FLOOR SQ. FT. FOURTH FLOOR FOURTH FLOOR SQ. FT. MEZZANINE MEZZANINE SO. FT. BASEMENT BASEMENT SQ. FT. GARAGE GARAGE SQ. FT. CARPORT CARPORT SO. FT, DECK DECK SQ. FT. NUMBER OF FIREPLACES _ _ _ TOTAL SQ. FT. FOR OFFICE USE ONLY ROUTING SCHEDULE: �y Bldg: sent rcv'd Valuation l Site Plan: sent rcv'd _ Plan Check j rcp # San: sent rcv'd Permit Fee Env. Hlth: sent rcv'd Penalty Fee Eng: sent rcv'd Plumbing Fee FM: sent rcv'd Mechanical Fee Env. Cklt Fee TOTAL DUE: Apt. /4ddh+2S5 /601 GuPs/eYS� �ld� (�1f lola� ,S ? 3v �nc7v�ve /009, P ,,��7` �3-o0 �u�l �•�� 3. S� +4cd j.so rs 1613 wes/Py s 7. /0/9 alb �'x7&-4rr �,700 yo.or� PCAopt i 7, .3. OD w•4. s74 7'�- ew pA- l C7.60 Bud'��iirer 3•J O _ r A4��. _ - ■ � IL 1 I 1� • 1 1 , ■ IL 1 ' - 1 ■ -47 ti �y 1 ■ r 4 1 ■ 1 R I 1 I IN %1 1 1 1 14 ■ ' A■ 11 1 J , 1 110 14 ti IL 16 �• 1 i 1 1 _I 1 ■. 5_ 1� A _ 41 2s�6f d eSS 1 D 0 Z Z.0 es/ey S-7 �/k/6 1 S j a e G ��✓rc�'.�'9 feJ.Ktl� 3•00 •S7a 7e ��e��r /O, o 0 3 .S0 U c � i i Oct I i Ilk s 53S�� �875/ 60. 00 AC)e.c°SS /b.Z l a,es/e}� S?. ��4 i✓G�e¢� �. l as S 7"/4,�b�w9 CO S. � �(�Q'h•PSS /a!� W�'s fty.I�• ���d�✓ �!,/� y /.toy �dl8 �D��r7u�rs�' .?.Oc� YD•aO v �f/sfL�/Ie%lf I 1 1 1 1 V Ot 1 1 1 I I � I _� 1 1 � . ►1 'd 1 1 1 1 ■ N t 1 V .s r 1 ■ �A . ACCOUNT NO. FILE CITY OF ARLINGTON WATER & SEWER DEPARTMENT APPLICATION Application Is hereby made by the undersigned property owner for all water and sewer service required or used for any purpose at l0l IV nor near Arlington, Washington, for which I agree to pay in advance and in accordance with existing ordinances and regulations of the City, the following estimated charges, the exact chargers will be determined and payable immediately upon completion of the Installation: Engineering Fees. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . s Water Main Extension. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . $ Fire Hydrant Installation . ..: . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . s Street Repairs. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . $ �0 87 Tap-In Charge. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . $ /il��/• Fee . �. .d. #" . . . 'Sr . . . . . . . . . . . . . s Wafer Service Connection Charge (Metering Charge) .//. . . . . . . . . . . . . . . . . . . . . $ Sewer Main Extension. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . $ Sewer Main Reimbursement. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . $ Side Sewer Permlt(s). . . .� — /'R X . . . . J . . . . . . . . . . . . . . . . E Sewer Service Connection Charge �tcJ7�' . 3 .". . . . . . • • • • . . . . . . . , $ 1a�0, Total. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ... . . . ... . . . . . . . . . . . . . . . . . . . . . s �w ��� 1 further agree that all rates and charges for water and sewer service to the above property shall be paid in accordance with existing ordinances and regulations of the City, or any such ordinances and regulations passed hereafter. I hereby authorize the following tenant, to have all accounts for water kept in his name under Account No. with the understanding that water bills mailed to said tenant shall not relieve the property from liability for water charges incurred: I understand that the City will use all reasonable effort to maintain uninterrupted service, but reserves the right to shut off the water at any time without nonce for repairs, extensions, non-payment of rates or any other.reason and assumes no liability for any damage as a result of interruption of service from any cause whatsoever. i 000�19't: hotj Q» 1Q.l1 svP <� �atrrVJ /Tr? OWNER DATE ADDRESS ®s TO: 2e- NitS SUBJECT: 4(,�- Ic�y FROM: DATE: /?�I 724 leAle-,- s,4 ou lel ot-po 6 S"5p.,? ew 9& -s Aks Ae-Ae.11- 7-1-'el— /0 /r" -c.,e SySyIn . ems - .� ��d� �S - ��, �� FILE /2-/,4W ZXA� SUBJECT_ ( DATE El PLEASE REPLY BY F-I NO REPLY NECESSARY DATE: ❑ RESPONSE ❑ ACTION TO BE TAKEN ❑ CONTINUED FROM OTHER SIDE ou h� dD January 1 , 1988 6z� Ck) Mr . Len Brannan Shelter Resources, Inc . 84S - 106th Avenue NE Suite 106 Bellevue, Washington 96004 Re: Wesley Point Associates Dear Mr . Brannan, All City fees and related requirements associated with the Wesley Point Apartments and Wesley Way have been received and/or approved by the City of Arlington . Ihis includes the temporary pump sta- tion and force main to the existing sewer manhole at Stillaguamish and Highland Drive. Sincerely , City of Arlington y�U Lv` 1 � '` f :� M Ca( o� : 1AI 'NG"I'40 N CITY HALL ❑ THIRD&OLYMPIC AVENUE ARLINGTON,WA 98223 ❑ (206)435-5785 July 27 , 1987 Wesley Point Associates 300 120th NE Bldg . 3 Suite 212 Bellevue , WA 98005 Attn: James H. Hogue RE : Wesley Point Apartments Your Job # 73-124-86 In addition to those items noted in the ICBO Plan Check review letter (copy attached) , our staff review has revealed several items of concern that need to be addressed and resolved . Following is a summary list which corresponds to the marked plans we have also enclosed. Water/Sewer and Engineering Drawing No . C-1 (2/C-1) Wheel Chair ramp - APWA Plan No . ? (5/C-1) Concrete Steps - APWA #33 ? (6/C-1) Asphalt Pavement - Slope ? APWA Std. Plan No 6A - Extruded Concrete Curb 16A ? Drawing No . C-2 (2/C-2 ) Drain outlet - purpose not clear Storm sewer line sizing - See marking on sheet C-2 for Change Drawing No . C-3 Meter installation- pressure reducing valve may not be required depending on P . S . I . Stub size - 2" ? Potable water piping - Sch. 80 Glue Joint PVC Drawing I,To . C-4 Turning radius not identified . 25 foot inside radius required Fire Department Drawing C-4 An additional fire hydrant is required to provide the required fire flow to all structures . Line size should be 8 inch Class 52 ductile iron pipe , cement mortar lined Tyton joint. Page 2 Planning Drawing C-4 Location and screening of outside power panels and telephone equipment , cabinets etc . disc . Proposed signing for project ? Wiring for cable tv, underground ? T.V. Antennas Please contact us at your earliest convenience regarding a preconstruction meeting to review these items , If you should have any immediate concerns over the, noted items please contact me at either 435-5785 or 435-8372 . Re e�cttf`uul'ly, Robert Mu l igan, `O Code Enforceme t Officer RDM/clb Enc . 2 Copy: City Supervisor City Staff John Graham Associates File 1 I I International Conference of Building Officials REGIONAL OFFICE: 12505 BELLEVUE-REDMOND ROAD,SUITE 208•BELLEVUE,WASHINGTON 98005•(206)451-9541 OFFICES OF BOARD OF DIRECTORS JERRY J.BARBERA,P.E. REGIONAL MANAGER CHAIRMAN FRANKS.NATSUHARA,P.E. MARK R.RODMAN REGIONAL ENGINEER DIRECTOR,BUILDING SERVICES SPRINGFIELD,ILLINOIS 22 July, 1987 CHREGIONAL ARLES J. I E ENGINEER FIRST VICE-CHAIRMAN CHARLESCLAWSON DIRECTOR OF COMMUNITY Plan Check: 2113 DEVELOPMENT ARLINGTON.TEXAS Project: Wesley Point Apartment SECOND VICE-CHAIRMAN Address: Arlington, WA WILLIAME.SCHLECHT,C.B.O, Code Information: 1985 UBC BUILDING OFFICIAL Stories: 2 and 1 COUNTY OF WASHINGTON HILLSBORO,OREGON Floor Area: Type 1 = 5616; Type 1 A = 3744 IMMEDIATE PAST CHAIRMAN Type 2 = 5356; Type 3 = 2720; DAVIDA.BASSETT,P.E.,C.B.O. Type 4 = 2846 BUILDING SAFETY DIRECTOR _ MEDFORD,OREGON Occupant Load: 18 + 27 + 24 + BOB FOWLER,P.E.,A.I.A.,C.B.O. 12 + 14 = 95 DIRECTOR OF BUILDING INSPECTION 1985 Uniform Building Code ABILENE,TEXAS Seismic Zone: 3 JAN P.GASTERLAND BUILDING CODE OFFICER Basic Wind Speed: 80 ST PAUL,MINNESOTA Exposure: B Assumed PHILLIP M.HERRINGTON,C.B.O. Number of Units: 4 + 6 + 6 + DIRECTOR,DEPARTMENT OF BUILDING AND SAFETY 4 + It = 24 KENO,NEVADA DOUGLAS E.HOOD,C.B.O. BUILDING OFFICIAL Robert -D. Mulligan COLORADO RIVER INDIAN TRIBES PARKER,ARIZONA Bldg Official/Fire Marshal SOL J.JACOBS,P.E. City Hall DIRECTOR OF INSPECTIONS 230 W Olympia MINNEAPOLIS.MINNESOTA Arlington, WA 98223 JAMES L.MANSON,C.B.O. DIRECTOR,DEPARTMENT OF BUILDING AND SAFETY Dear Mr. Mulligan COUNTY OF SPOKANE SPOKANE,WASHINGTON MICHAEL J.NOLTE,C.B.O. Data and plans for the above project have been reviewed BUILDING OFFICIAL for conformance with the Uniform Building Code and CRESWELL,OREGON some parts of the Uniform Mechanical Code. They have JAMES R.SINGLETON,C.B.O. BUILDING SAFETY ADMINISTRATOR not been reviewed for compliance with requirements O TUCSON.ARIZONA federal, or Other state and local regulatory agencies. BRENT SNYDER,C.B.O. Most of the following comments should be reflected as BUILDING OFFICIAL PACIFICA,CALIFORNIA changes and notes on the plans and In the specifications. RONALD R.TREMBLAY,C.B.O. BUILDING OFFICIAL GENERAL COMMENTS ASSARIA,KANSAS STANLEY WHEELER,C.B.O. BUILDING OFFICIAL/ 1 . The availability of the sewer connection should be FIRE MARSHAL verified. LIVERMORE,CALIFORNIA EUGENE J.ZELLER,P.E.,C.B.O. SUPERINTENDENT OF BUILDING 2. The site drainage plan should be submitted to your AND SAFETY LONG BEACH,CALIFORNIA public works department for review and approval. PRESIDENT 3. you may wish to clear with your fire department JAMES E BIHR,P.E. on the following: Main Office: 5360 South Workman Mill Road 9 Whittier,California 90601 • (213)699 0541 i 1 I I Plan Check 2113 Robert Mulligan, Arlington 22 July, 1987 Page Two a. The accessibility of fire department apparatus to the buildings. Section 10.207 UFC. b. The installation of portable fire extenguishers. Section 10.301 UFC and UFC Standard 10-1 . 4. A complete legal description should be provided which correlates with the plot plan. 5. The grading : a. The finish floor of building 4 should be raised so that the top of the exterior foundation extends above the elevation of the street gutter at the point of discharge a minimum 12" + 2%. Section 2907(d)5. b. The fill to be used to support the foundation should be placed in accordance with accepted engineering practice. A soil report of the satisfactory placement of the fill acceptable to you should be submitted. Section 2903(a) . c. If offsite grading is under separate ownership, you may wish to require a notarized letter of permision from the adjacent owner. d. All graded slopes should be planted to control agains erosion. Section 7013. e. You may wish to require bonds in such form and amounts as may be deemed necessary to assure that the work, if not completed in accordance with the plans and specifications will be corrected to eliminate hazardous conditions. Section 7008. 6. An approved address should be provided in such a position as to be plainly visible and legible from the street or road fronting the property. Section 513. 7. 1 have enclosed our list of the Washington State Energy Code and the Washington State Barrier Free Design requirements and have circled those items applicable to the buildings. OCCUPANCY AND CONSTRUCTION COMMENTS 1 . An one hour occupancy separation should be provided between the laundry and the rest of the building. Details of the one hour walls should be shown. Also door A to the managers unit should be one hour fire protection assembly. See sheet Al . Section 1202(b) . Ji 1 Plan Check 2113 Robert Mulligan, Arlington 22 July, 1987 Page Three 2. Also, the maintenance room should be separated from the rest of the building by one hour occupancy separation. Section 1202(b) . 3. Fan exhaust ventilating system capable of five air changes per hour should be provided for all interior baths. See sheet Al . Section 1205. 4. The attic ventilation should be clarified. (Section 3205(c)) a. The size and extent of the ridge vents should be specified. b. The size and spacing of the eave vent openings should be clarified. 5. The cross ventilation for the underfloor crawlspace should be provided for the interior 3 units of building 2. See sheet A3. Section 2516(c)6. 6. How is access to all areas of the underfloor space provided? Access is shown only at the ends. See sheets A2 through A5. Section 2516(c)2. 7. In the concealed space of stud walls, fire stop should be provided at 10' intervals along the length of the wall. See 5/A4. Section 2516(f)2A. 8. Fire stop should be provided in the wall at the storage room ceiling line. See 2/A2. Section 2516(f)2C. 9. The height of guard rail should be not less than 42". See 1 /A3. Section 1711 . 10. The flame spread and smoke density of the insulation should be specified. All insulation materials including facings, such as vapor barrier- or breather papers installed within roof ceiling assemblies and walls should have a flame spread rating not to exceed 25 or a smoke density not to exceed 450. Section 1713(c) . The foam plastic insulation should have a flame spread rating not to exceed 75 and a smoke develop rating not to exceed 450. Section 1712(a) . This should be specified on the plans. 11 . The thickness of the gypsum wallboard should be clarified on the plans. The specifications show 5/8" type X gypsum wallboard; detail 2/A3 shows 1/2" gypsum wallboard typical. This should be correlated. 12. Smoke detectors should be shown on the plans (Section 1210(a)) : a. For unit type C and D the detectors should be located at the center of the ceiling directly above the stairway. I Plan Check 2113 Robert Mulligan, Arlington 22 July 1987 Page Four b. For unit type A and B the detector should be mounted on the ceiling or wall at a point centrally located in the area giving access to the sleeping room. 13. Showers should have non-absorbant finish to a height not less than 70" above the drain inlet. The finish over the water resistant gypsum board should be clarified. Section 510(b) . See evaluation report 1820, 1874, 2547, 3366 for guide. 14. If door type A is glazed, the glazing should be safety glazing. Section 5406(d) 1 . See Sheet Al door schedule. 15. The porch beams and posts and the exterior wood stairway located at type 2 building Should be wood of natural resistance to decay or treated wood. Section 2516(c) 11 . 16. The wood in direct contact with the concrete slab-on-grade should be treated wood. See VAL Section 2516(c)3. EXIT COMMENTS 1 . The details of the stairway should be provided for type 2 building. (See sheet A3.) : a. The rise and run should be maximum 7" and minimum 11" respectively. Section 3306(c) . b. The width of the stairway should be not less than 36". Section 3306(b) . c. The `handrail should be placed 30" to 34" above the tread nosing and be grippable. Also the ends should be returned or terminate in newel posts or safety terminals. Section 3306(j) . 2. Similarly, the stairway in unit C as shown on detail 2/A2 should have handrails located 30" to 34" above the tread nosing and the handrails should be grippable. Section 3306(j) . 3. The enclosed usable space under the stairway for unit D on sheet Al : a. If the hot water heater uses fuel it should not be located in a closet. Section 1309 UPC. b. If the hot water heater uses fuel, the combustion air supply should be detailed on the plans. Section 601 (a) UMC. f I Plan Check 2113 Robert Mulligan, Arlington 22 July 1987 Page Five c. The walls anti soffits of the enclosed space should be protected on the enclosed side as required for one hour fire resistive construction. (The gypsum wallboard should be 5/8" type X.) Section 3306(m) . 4. Also, the enclosed usable space under the stairway or landing in unit C should be similarly fire protected. See Sheet Al of plans. 5. The handrail details for the stairway in unit C should be shown. It should be placed 30" to 34" above the tread nosing and the handrails should be grippable. See 2/A2. Section 3306(j) . MECHANICAL COMMENTS 1 . The hot water heaters: a. If the hot water heaters use fuel, the combustion air supply to the units should be detailed on the plans. Sheet Al of plans. Section 601 (a) UMC. b. If the hot water heater uses nonrigid pipe connections, it should be strapped or anchored to resist the horizontal dis- placement due to earthquake. Section 504 UMC. c. If the hot water heater uses fuel, it should not be located in a closet that opens into a bathroom. See unit A sheet A1 . 2. A positive means of electrical disconnect should be provided adjacent to and in sight from the electrical heating equipment. Section 509 UMC. STRUCTURAL COMMENTS 1 . Special inspection for the 3000 PSI concrete should be required unless a foundation design of the concrete based on 2000 PSI is submitted for review. Section 306(a) l Exception. 2. The soil type and the assumed design soil bearing value should be specified. Table 29B. 3. The grade of the concrete steel reinforcement should be specified. UBC Standard 26-4. 4. The footings should be placed a minimum 12" into undisturbed natural ground. Table 29B footnote 3. However, the conventional footing construction conforming to Table 29B may utilize footnote 2 under that table. See sheet A4. i .. } i - - - - - �- Plan Check 2113 Robert Mulligan, Arlington 22 July 1987 Page Six 5. The concrete footings should be reinforced (Section 2312(j)2B) a. If grade 60 reinforcing bars are used the number 4 at 20" o.c. vertical steel reinforcement appears adequate but it must extend to the top of the wall. See 1 , 3/A4. b. Horizontal steel should be provided. (Minimum percentage of steel = .002 for grade 60 steel.) Section 2614(d) . c. The maximum unsupported height of the foundation wall should be designated on detail 3/A4. Additional vertical steel and positive lateral support of the top of the wall may be necessary. 6. The prefabricated roof trusses: a.- The truss shop drawings and calculations should be submitted for our review prior to fabrication. Section 3302(b) . b. The truss fabricator should be one you approve of and their trusses should be manufactured under a quality control program of an independent third party. The trusses should bear their quality control mark. Section 2510(h) . c. The nonbearing walls should be held down from the truss bottom chord with an approved fastener (such as Simpson STC) to ensure that the truss bottom chord will not bear on the wall. d. The gablOd.- end trusses should have vertical web members at 24" o.c. for attachment of exterior siding. 7. The details and design of the pre-engineered deck and stair should be provided. See 1 /A3. Section 302(b) . 8. The cripple wall should be braced. See 4/A4. Section 2517(g)4. 9. The number of stringers should be specified. See 2/A2. 10. The 2 x 10 at 16" o.c. Hem-Fir number 2 floor joist spanning 16' is over deflected. See second floor framing, Type 1 and 1A building on sheet A2. 11 . A header to support the second floor floor joists should be provided over the entry of the lower unit. See unit A type II building, second floor framing on sheet A3. A footing pad may be necessary under the above header end support. i s� I Plan Check 2113 Robert Mulligan, Arlington 22 July 1987 Page Seven 12. Unit D floor framing on sheet A3: a. The 3-2 x 10 header beam spanning 17'-6" is overstressed. b. A footing should be provided under the above mentioned header support. c. The 2 x 10 at 16" o.c. Hem-Fir number 2 floor joist that supports the bearing wall is overstressed in shear. d. The stitch nailing or bolting of the 3-2 x 10 laminated beam should be shown and justified. Special stitch bolts may be necessary at beam to beam connection. 13. The roof system should be investigated for net wind uplift loads. Necessary uplift anchors should be shown on the plans. Note the higher Cc, values at local areas at discontinuities on Table 23H. 14. The lateral load resistance: a. The thickness of the exterior wall panel and its nailing should be specified. Table 25K1 . b. The gypsum wallboard cross walls should be installed in accordance with Table 47.0) . c. The size of the anchor bolt should be specified. See 3, 5/A4. d. The vent blocking at the roof should extend to the roof sheathing and boundary nailed to transfer the shear in the roof sheathing to the wall. e. The draft stop wall located over the party wall should be boundary nailed to the roof sheathing and the nailing to the double wall below should be adequate to transfer the tributary shear. An invoice for this plan checking service will be forwarded to you under separate cover WHEN YOU HAVE DETERMINED THE CORRECT VALUE. Please notify us of it at your earliest convenience. am returning all data and plans in anticipation of telephone calls from the designer and also that I will be doing the recheck. I am taking the liberty of sending a copy of this plan checking list directly to him. Please instruct hire to indicate on a separate sheet on which t I ,. 1 I {' Plan Check 2113 Robert Mulligan, Arlington 22 July 1987 Page Eight sheet or detail the corrections may be found. Please feel free to contact us if there are any questions. Very truly yours, Frank S. Natsuhara, P.E. Regional Engineer spw Enclosures c/John Graham Associates �: t I I - ---- --- -- -- �� z i13 -2- / h.) A 12" utobstructed floor space beyond the strike Jamb should be provided on lice side opposite file door swirly where accessible doors are equipped with a closer arid latch. Section 402, definition of ACCESSIBLE OVENING. Doors C I ,D do not comply. I. Slain ways should have at least one handrail which extends 23" beyond the bottom and 12" beyond the lop risers R each stair run. HC Amended Section 3306(j). The other handrail should extend 6" beyond the top and bottom. j. Stalrways should have rounded non-slip nosings and have either the undersides of the treads sloped at 60° from the horizontal or sloped risers. Amended Section 3306(m,n). k. Ramp should have handrails Installed as described In (i). 1. The International symbol of access should be dlspl:iyed at the public building entrances, accessible public toilet rooms and required accessible exits. Section 5503(a). m. Signs for the visually impaired should be provider) to Identify public toilet and reception rooms, stairs, elevators and all hazardous rooms such as mechanical, electrical and storage. Section 5503(b). 4. Specific requirements: a. Non-slip floor finishes should be specified In the toilet rooms, shower rooms, and along the accessible route of travel. Section 55021c). b. At least one shower In the common shower rooms should be accessible--It should have a seat or to be enlarged to 60" wide, have lever-operating handles, a hand-held shower spray on 60" long (rose mounted at a maximum of 40" above the floor, a 311" long horizontal grab bar at the rear and side, etc. Section 511(e). Thresholds should he flush or beveled with a maximum edge height of )". c. Water fountains and public telephones should be revised and/or detailed so that compliance with Section 511(c,d) can be verified. d. The manual fire alarm should be mounted no more than 54" above the floor. Section 511(b). e. A door or gate large enough to accommodate the disabled should be Installed adjacent to turnstiles. Section 3304(g). f. The bottom of the vision panels in doors should be within 40" of the floor. Section 3304(i). g. Corridor is on the accessible route of travel and should have a turnaround area of 44" x 48" within it. S!ctian 3305(b). h. Corridor is over 50' long and should have a 60" x 60" turnaround area within its middle third. Section 3305(b). 1. Corridor is over 2001 long and should have 60" x 60" turnarounds. Section 3305(b). j. Ramp should have a landing at the (top/bottom). Section 3307(d). k. Ramp is over 30" In rise and requires an Intermediate landing. Section 3307(d). 1. Ramp changes direction-and should have a 5' x 5' landing there. m. Door reduces the required width of the ramp and should be modified. Section 3307(d). n. Room requires levelspacers 32" wide x 42" deep. Section 3316(c). They have to be located so that they have an unobstructed sight line and have to be distributed throughout the seating plan. o. The maximum ramp slope In this room should be modified such that the access and egress to the wheelchair spaces is 1:12 or flatter. p. Power operated door should be designed and specified to remain open 6 seconds before closing. Section 5501. 5. (Accessible/adaptable) dwelling units and guest rooms: a. z units are required for this building. They should be divided approximately equally between the 1 bedrooni and multi-bedroom units. Section 1213. b, Comments circled In Itein 2, 3, and/or 4 apply in general within these units. c. Two story (accessible/adaptable) dwelling units do riot comply unless they have an elevator or all the required accessible rooms are in an accessible level. Section 003. d. Structural supports and/or grab bars should be dimensionally located on the plans. Section 1213, exception. Note that two grab bars are required at the water closet, three at the bathtubs. Section 511(f). V The showers In the HC units should have lever type faucets and hand held shower spray nozzles. Section 5111e,0. f. The kitchens of the IIC units should have a 5' s(Iuare mini murn unobstructed floor space. Section 1213. (Please see the Illustrated Handbook for Barrier Free Design If you want ideas.) g. In the adaptable units If cabinetry or shelving Is Installed below the bathroom lavatories or kitchen counters, they should be installed with screws, nuts or bolts In such a way that they are easily removed. Section 1213. h. A counter should be provided In the kitchen with a maximum height of 30111, with a space beneath at least 29" In height, 30" wide and 24" deep. Section 1213. ODoor and drawer pulls, electrical outlets, etc. In the HC units should be detailed so that compliance with Section 5501 can be verified. (. A non-sllp floor finish should be provided In the bathroom. Section 55021c). qN r/nidhS7:wc1Cp �'CL(�Y -(�./L� i1TLfef� _3Q�•rt./aE JH>7/LU 9RVJ 7WE! �dTyjtiB S//f�j •� ,F f 1986 WASHINGTON STATE ENERGY CODE RESIDENTIAL. ENERGY CONSERVATION SPECIFICATIONS Chapter 6--Building Envelope Requirements--Prescriptive Method Climate Zone I (Do circled items only) A) Wells All stud wells exposed to unheated space should have Installed Insulation with an R-19 value. See 601(a) B) Coiling - Coiling insulation should be as follows, Sea 601(b): Electrical Resistance floating - R-38* Other forms of heating - R-30 * (R-30 may be used In vaulted ceilings) C) Floors - Floor insulation should be a minimum of R-19. Sao 601(02 /01% -,A,l D ( D)F Slab -'Perimeter 8 lab: Insulation should be a minimum of R-8. See 601(c)1. it should extend between the a, b � foundation and be 2'0" long or longer; or should be installed outside of the foundation to the frost line. ®R Glazing Including skylights - Glazing percentage of gross floor area (Class 90 skylight oaB should be doubled.) and class number should be as follows. See 601(d): Elect. Resist - 21% GFA - Class 60 glazing Best pump - 21% GFA - Class 75 glazing COP-2.5 USPF-5.60 - 21% GFA - Class 90 glazing COP-2.7 IISPF-6.35 Fuel fired - 21% GFA - Clans 75 glazing &FUK-.65 - 21% GFA - Class 90 glazing AFUE-.74 *(Clean 90 skylight areas should be doubled.) 0 Air leakage - All windows should be so constructed an to limit air Infiltration to 0.5 cfm per lineal foot of operable sash crack. All doors should be no constructed and installed as to limit air infiltration to 0.5 cfm per square foot of door area. Details should be shown to limit air leakage: Exterior joints around windows and door frames, openings between walls and foundations, between walls and roof and between wall panels; openings at penetrations of utility services through walls, floors and roof; and all other such openings In the building envelope should be sealed, caulked, ga5kotod or weatherstripped. See 601(a) G) Moisture control - Vapor retarders having a perm ratio of one or less should be installed on the warm side at the following locations. See 601(f): 1) All wells separating conditioned space from unconditioned apace. Inset batLs with facing stapled at not more than 8' OC and gaps between the facing and the framing that do not exceed (1/16) of an inch, meet the Intent of this section. 2) Roof/ceiling assemblies if the average ventilation space above the Insulation Is 1055 than 12" or where part of the required Insulation In installed above and part is installed below the structural roof docking. 3) A ground cover of 4 ail polyethylene or equal should be laid over the ground within crawl spaces and overlapped a minimum of 12" at all Joints. H) General - Blown or poured insulation in the attic may be used where the slope of-the ceiling is not more than 3/12 and where there in at least 30" of clear space. Where eavc vents occur, baffling of the vent openings should be provided so as to deflect the Incoming air above the surface of the insulation. Prol.)r protection shall be provided around recessed light fixtures so that the fixture will not become overheated. 1) Heating devices: 1) Fireplaces - Masonry fireplaces should be provided with a tightly fitting flue damper with a readily accessible manual control and with an outside source of combustion air. The duct shall be at least 6 square inches in area and shall be provided with a readily operable damper. Sac 602(a)3 n. The heating system should be justified to be within 150% of the calculated heat Was of the building. Sea 602(a)4 QTemperature control - The heating system should be provided with a day-night .rmostat and a shut-off. In addition, a readily accessible manual means shall be provided to restrict or shut off unused rooms or portions of the building. Section 602(b) 4) Duct insulation - All ducts. plenums and enclosure should be thermally insulated except those Installed between walls or In a space not exposed to outside air. Details should be given so that compliance with Table 4-16 WKC can be verified. Sao 602(c)4 5) Heated swimming Pools should be equipped with a pool cover over the surface of the water and have a label describing maximum recommended temperatures. See 603(b) J) Service water heating: Temperature control - Service water heating should be equipped with adjustable 1 tomatic temperature controls. Bee 603(a) (RShowers - Showers should be equipped with flow control devices to limit total ow to a maximum of 3 gpm per shower hand. Sac 604(a) QWater beaters - Water heaters shall be labeled-as complying with ASHIAK Standard A-80. Electric water heaters in unheated spaces should be placed on an ., . I ' f - - - - r I International Conference of Building Officials REGIONAL OFFICE: 12505 BELLEVUE-REDMOND ROAD,SUITE 208•BELLEVUE,WASHINGTON 98005•(206)451-9541 BOARD OF DIRECTORS OFFICES OF CHAIRMAN JERRY J.BARBERA,P.E. REGIONAL MANAGER MARK R.RODMAN DIRECTOR,BUILDING SERVICES FRANKS. AL ENGINES P.E. REGIONAL ENGINEER SPRINGFIELD.ILLINOIS 22 ,July, 1987 CHARLESJ.WILLIAMS,RE. FIRST VICE-CHAIRMAN REGIONAL ENGINEER CHARLES CLAWSON DIRECTOR OF COMMUNITY Plan Check: 2113 DEVELOPMENT ARLINGTON,TEXAS Project: Wesley Point Apartment SECOND VICE-CHAIRMAN Address: Arlington, WA WILLIAME.SCHLECHT,C.B.o. Code Information: 1985 UBC BUILDING OFFICIAL COUNTY OF WASHINGTON Stories: 2 and 1 HILLSBORO.OREGON Floor Area: Type 1 = 5616; Type 1A = 3744 IMMEDIATE PASTCHAIRMAN Type 2 = 5356; Type 3 = 2720; DAVID A.BASSETT,P.E.,C.B.O. BUILDING SAFETY DIRECTOR Type 4 = 2846 MEDFORD,OREGON Occupant Load: 18 + 27 + 24 + BOB FOWLER,P.E.,A.I.A.,C.B.O. 12 + 14 = 95 DIRECTOR OF BUILDING INSPECTION ABILENE,TEXAS 1985 Uniform Building Code JANP.GASTERLAND Seismic Zone: 3 BUILDING CODE OFFICER Basic Wind Speed: 80 ST.PAUL,MINNESOTA p PHILLIP M.HERRINGTON,C.B.O. Exposure: B Assumed DIRECTOR,DEPARTMENT OF Number of Units: It + 6 + 6 r BUILDING AND SAFETY 4 + 1► - 2 4 REND,NEVADA DOUGLAS E.HOOD,C.B.O. BUILDING OFFICIAL Robert D. Mulligan COLORADO RIVER INDIAN TRIBES PARKER,ARIZONA Bldg Official/Fire Marshal SOL J.JACOBS,P.E. City Hall DIRECTOR OF INSPECTIONS 230 W Olympia MINNEAPOLIS,MINNESOTA Arlington, WA 98223 JAMES L.MANSON,C.B.O. DIRECTOR,DEPARTMENT OF BUILDING AND SAFETY Dear Mr. Mulligan: COUNTYOFSPOKANE g ' SPOKANE,WASHINGTON MICHAELJ.NOLTE,C.B.o. Data and plans for the above project have been reviewed BUILDING OFFICIAL CRESWELL,OREGON for conformance with the Uniform Building Code and JAMES R.SINGLETON,C.B.O. some parts of the Uniform Mechanical Code. They have BUILDING SAFETY ADMINISTRATOR not been reviewed for compliance With requirements of TUCSON,ARIZONA federal, or other state and local regulatory agencies. BRENT SNYDER,C.B.O. Most of the following comments shOUld be reflected as BUILDING OFFICIAL PACIFICA,CALIFORNIA changes and notes on the plans and in the specifications. RONALD R.TREMBLAY,C.B.O. BUILDING OFFICIAL GENERAL COMMENTS ASSARIA,KANSAS STANLEY WHEELER,C.B.O. BUILDING OFFICIAL/ 1 . The availability of the sewer connection should be FIRE MARSHAL LIVERMORE,CALIFORNIA verified. EUGENE J.ZELLER,P.E.,C.B.O. SUPERINTENDENT OF BUILDING 2. The Site drainage plan should be submitted to your AND SAFETY LONG BEACH,CALIFORNIA public works department for review and approval. PRESIDENT 3. you may wish to clear with your fire department JAMES E.BIHR,RE. on the following : Main Office: 5360 South Workman Mill Road 9 Whittier,California 90601 • (213)699-0541 I-y - Plan Check 2113 Robert Mulligan, Arlington 22 July, 1987 Page Two a. The accessibility of fire department apparatus to the buildings. Section 10.207 UFC. b. The installation of portable fire extenguishers. Section 10.301 UFC and UFC Standard 10-1 . 4. A complete legal description should be provided which correlates with the plot plan. 5. The grading : a. The finish floor of building 4 should be raised so that the top of the exterior foundation extends above the elevation of the street gutter at the point of discharge a minimum 12" + 2%. Section 2907(d)5. b. The fill to be used to support the foundation should be placed in accordance with accepted engineering practice. A soil report of the satisfactory placement of the fill acceptable to you should be submitted. Section 2903(a) . C. If offsite grading is under separate ownership, you may wish to require a notarized letter of permision from the adjacent owner. d. All graded slopes should be planted to control agains erosion. Section 7013. e. You may wish to require bonds in such form and amounts as may be deemed necessary to assure that the work, if not completed in accordance with the plans and specifications will be corrected to eliminate hazardous conditions. Section 7008. 6. An approved address should be provided in such a position as to be plainly visible and legible from the street or road fronting the property. Section 513. 7. 1 have enclosed our list of the Washington State Energy Code and the Washington State Barrier Free Design requirements and have circled those items applicable to the buildings. OCCUPANCY AND CONSTRUCTION COMMENTS 1 . An one hour occupancy separation should be provided between the laundry and the rest of the building. Details of the one hour walls should be shown. Also door A to the managers unit should be one hour fire protection assembly. See sheet Al . Section 1202(b) . e Plan Check 2113 Robert Mulligan, Arlington 22 July, 1987 Page Three 2. Also, the maintenance room should be separated from the rest of the building by one hour occupancy separation. Section 1202(b) . 3. Fan exhaust ventilating system capable of five air changes per hour should be provided for all interior baths. See sheet Al . Section 1205. 4. The attic ventilation should be clarified. (Section 3205(c)) a . The size and extent of the ridge vents should be specified. b. The size and spacing of the eave vent openings should be clarified. 5. The cross ventilation for the underfloor crawlspace should be provided for the interior 3 units of building 2. See sheet A3. Section 2516(c)6. 6. How is access to all areas of the underfloor space provided? Access is shown only at the ends. See sheets A2 through A5. Section 2516(c)2. 7. In the concealed space of stud walls, fire stop should be provided at 10' intervals along the length of the wall. See 5/A4. Section 2516(f)2A. 8. Fire stop should be provided in the wall at the storage room ceiling line. See 2/A2. Section 2516(f)2C. 9. The height of guard rail should be not less than 42". See 1 /A3. Section 1711 . 10. The flame spread and smoke density of the insulation should be specified. All insulation materials including facings, such as vapor barrier or breather papers installed within roof ceiling assemblies and walls should have a flame spread rating not to exceed 25 or a smoke density not to exceed 450. Section 1713(c) . The foam plastic insulation should have a flame spread rating not to exceed 75 and a smoke develop rating not to exceed 450. Section 1712(a) . This should be specified on the plans. 11 . The thickness of the gypsum wallboard should be clarified on the plans. The specifications show 5/8" type X gypsum wallboard; detail 2/A3 shows 1 /2" gypsum wallboard typical. This should be correlated. 12. Smoke detectors should be shown on the plans (Section 1210(a)) : a. For unit type C and D the detectors should be located at the center of the ceiling directly above the stairway. Plan Check 2113 Robert Mulligan, Arlington 22 July 1987 Page Four b. For unit type A and B the detector should be mounted on the ceiling or wall at a point centrally located in the area giving access to the sleeping room. 13. Showers should have non-absorbant finish to a height not less than 70" above the drain inlet. The finish over the water resistant gypsum board should be clarified. Section 510(b) . See evaluation report 1820, 1874, 2547, 3366 for guide. 14. If door type A is glazed, the glazing should be safety glazing. Section 5406(d) 1 . See Sheet Al door schedule. 15. The porch beams and posts and the exterior wood stairway located at type 2 building should be wood of natural resistance to decay or treated wood. Section 2516(c) 11 . 16. The wood in direct contact with the concrete slab-on-grade should be treated wood. See 4/A3. Section 2516(c)3. EXIT COMMENTS 1 . The details of the stairway should be provided for type 2 building. (See sheet A3.) : a. The rise and run should be maximum 7" and minimum 11" respectively. Section 3306(c) . b. The width of the stairway should be not less than 36". Section 3306(b) . c. The handrail should be placed 30" to 34" above the tread nosing and be grippable. Also the ends should be returned or terminate in newel posts or safety terminals. Section 3306(j) . 2. Similarly, the stairway in unit C as shown on detail 2/A2 should have handrails located 30" to 34" above the tread nosing and the handrails should be grippable. Section 3306(j) . 3. The enclosed usable space under the stairway for unit D on sheet Al : a. If the hot water heater uses fuel it should not be located in a closet. Section 1309 UPC. b. If the hot water heater uses fuel, the combustion air supply should be detailed on the plans. Section 601 (a) UMC. Plan Check 2113 Robert Mulligan, Arlington 22 July 1987 Page Five c. The walls and soffits of the enclosed space should be protected on the enclosed side as required for one hour fire resistive construction. (The gypsum wallboard should be 5/8" type X.) Section 3306(m) . 4. Also, the enclosed usable space under the stairway or landing in unit C should be similarly fire protected. See Sheet Al of plans. 5. The handrail details for the stairway in unit C should be shown. It should be placed 30" to 34" above the tread nosing and the handrails should be grippable. See 2/A2. Section 3306(j) . MECHANICAL COMMENTS 1 . The hot water heaters: a. If the hot water heaters use fuel, the combustion air supply to the units should be detailed on the plans. Sheet Al of plans. Section 601 (a) UMC. b. If the hot water heater uses nonrigid pipe connections, it should be strapped or anchored to resist the horizontal dis- placement due to earthquake. Section 504 UMC. c. If the hot water heater uses fuel, it should not be located in a closet that opens into a bathroom. See unit A sheet Al . 2. A positive means of electrical disconnect should be provided adjacent to and in sight from the electrical heating equipment. Section 509 UMC. STRUCTURAL COMMENTS 1 . Special inspection for the 3000 PSI concrete should be required unless a foundation design of the concrete based on 2000 PSI is submitted for review. Section 306(a) l Exception. 2. The soil type and the assumed design soil bearing value should be specified. Table 29B. 3. The grade of the concrete steel reinforcement should be specified. UBC Standard 26-4. 4. The footings should be placed a minimum 12" into undisturbed natural ground. Table 29B footnote 3. However, the conventional footing construction conforming to Table 29B may utilize footnote 2 under that table. See sheet A4. 0 Plan Check 2113 Robert Mulligan, Arlington 22 July 1987 Page Six 5. The concrete footings should be reinforced (Section 2312(j)2B) a. If grade 60 reinforcing bars are used the number 4 at 20" o.c. vertical steel reinforcement appears adequate but it must extend to the top of the wall. See 1, 3/A4. b. Horizontal steel should be provided. (Minimum percentage of steel = .002 for grade 60 steel.) Section 2614(d) . c. The maximum unsupported height of the foundation wall should be designated on detail 3/A4. Additional vertical steel and positive lateral support of the top of the wall may be necessary. 6. The prefabricated roof trusses: a. The truss shop drawings and calculations should be submitted for our review prior to fabrication. Section 3302(b) . b. The truss fabricator should be one you approve of and their trusses should be manufactured under a quality control program of an independent third party. The trusses should bear their quality control mark. Section 2510(h) . c. The nonbearing walls should be held down from the truss bottom chord with an approved fastener (such as Simpson STC) to ensure that the truss bottom chord will not bear on the wall. d. The gabled_, end trusses should have vertical web members at 24" o.c. for attachment of exterior siding. 7. The details and design of the pre-engineered deck and stair should be provided. See 1 /A3. Section 302(b) . 8. The cripple wall should be braced. See 4/A4. Section 2517(g)4. 9. The number of stringers should be specified. See 2/A2. 10. The 2 x 10 at 16" o.c. Hem-Fir number 2 floor joist spanning 16' is over deflected. See second floor framing, Type 1 and 1A building on sheet A2. 11 . A header to support the second floor floor joists should be provided over the entry of the lower unit. See unit A type II building, second floor framing on sheet A3. A footing pad may be necessary under the above header end support. 0 Plan Check 2113 Robert Mulligan, Arlington 22 July 1987 Page Seven 12. Unit D floor framing on sheet A3: a. The 3-2 x 10 header beam spanning 17'-6" is overstressed. b. A footing should be provided under the above mentioned header support. c. The 2 x 10 at 16" o.c. Hem-Fir number 2 floor joist that supports the bearing wall is overstressed in shear. d. The stitch nailing or bolting of the 3-2 x 10 laminated beam should be shown and justified. Special stitch bolts may be necessary at beam to beam connection. 13. The roof system should be investigated for net wind uplift loads. Necessary uplift anchors should be shown on the plans. Note the higher Cq values at local areas at discontinuities on Table 23H. 14. The lateral load resistance: a. The thickness of the exterior wall panel and its nailing should be specified. Table 25K1 . b. The gypsum wallboard cross walls should be installed in accordance with Table 470) . c. The size of the anchor bolt should be specified. See 3, 5/A4. d. The vent blocking at the roof should extend to the roof sheathing and boundary nailed to transfer the shear in the roof sheathing to the wall. e. The draft stop wall located over the party wall should be boundary nailed to the roof sheathing and the nailing to the double wall below should be adequate to transfer the tributary shear. An invoice for this plan checking service will be forwarded to you under separate cover WHEN YOU HAVE DETERMINED THE CORRECT VALUE. Please notify us of it at your earliest convenience. I am returning all data and plans in anticipation of telephone calls from the designer and also that I will be doing the recheck. I am taking the liberty of sending a copy of this plan checking list directly to him. Please instruct him to indicate on a separate sheet on which Plan Check 2113 Robert Mulligan, Arlington 22 July 1987 Page Eight sheet or detail the corrections may be found. Please feel free to contact us if there are any questions. Very truly yours, Frank S. Natsuhara, P.E. Regional Engineer spw Enclosures c/John Graham Associates WASHINGTON STATE REGULATIONS FOR BARRIER-FREE DESIGN (Please do circled items only. Code sections cited refer to the amendments in WAC51-10 dated 2-15-I15.) 1. Site accessibility: a. 12'-6" wide HC parking spaces should be provided. Section 7503(a,c). spaces are required. b. Handicap parking spaces should be located so that the accessible routes of travel from it do not enter the parking lot or driveway. A revision is required and curb cuts and sidewalks adjacent to the spaces should be shown. Section 7503(b). c. The sidewalks should be widened or set back at the curb cuts so the ramps are not between parking spaces, do not obstruct the sidewalk and have a landing at top. Section 7502(e,;). d. An accessible route of travel should be provided between the accessible buildings on the site and from the public sidewalks to the buildings. Section 402, definition of ACCESSIBLE SITE. eOv . A maximum slope of 2. should be shown in the HC spaces and among the accessible routes of travel from the HC parking and public sidewalks to the pri-n)ary entrance(s) to the buildings. Section 7502(e), 7503(d). .49/tupr GN4A/U>rr /N 4z-wl, s;Vz nor EXiclep Vz " , 2/c -/ oae:r vor Ga/s/�0cy f. Slopes steeper than 2% should be considered as ramps and should be provided with complying landings top and bottom. If ramp slopes exceed 1:20, handrails should be provided. Section 7502(r.,k). g. The side slopes of the ramp appear to exceed a 1:6 ratio and should be modified. h. Walks and ramps should be of firm, stable, smooth material with a nonslip surface and at least 44" wide. Section 7502(d,i). Each HC space should be shown as having a ground sign W-5' high centered at the head of the space and G bearing the words, "State Disabled Parking Permit Required". Section 7503(e). j. Signs should be shown at every primary public site entrance and at the major junctions leading to the HC spaces and primary public building entrances, displaying the International Symbol of Access and indicating the direction of travel, Section 7502(m). k. Site lighting of 1 foot-candle at grade level should be provided along the accessible routes of travel and at the parking spaces. Sectton 75020). I. The passenger drop off space should be 12' wide x 25' long (parallel to the accessible route of travel). A curb cut (is/is not) required. Section 7504(c). m. The passenger loading spaces should be 4' wide x 20' long and parallel to vehicle space and accessible route of travel. Section 7504(d). N;r:,rt 7-0 7-4/46 A€c�ss W� 1/N/T'�' X of/t0Cl2' c d,,9 ejrr 'o. 4 rA MP S}fov� 2. Kccessible toilet room facilities: SE rKOt//pl✓D 7`rY ?HE Ai V (_41VD/1V4 AA/U T//E 4L-Ve 7H,p�s//DGD S)�UCU NaT A5XCEE0 VZ" /iV f J610.0. 0E1,4143'0F70E RAMI�Sl�O!/Ldl3[SHO�1M a. A 44" x 40" minimum unobstructed floor space inside and outside the doors leading to the HC baths and a CIA' lX1ES minimum 48"` wide aisle to the accessible water closet compartments should be provided. Suction 511(e). �7 Cpp7%!L� b. A 60" minimum diameter unobstructed floors ace should be provided within the toilet rooms (with 12" maximum door encroachment). Section 511(a). p %3UrIJ c. Accessible water closet compartments should have a minimum clear width of 4'6" and a depth of W-8" and a 32" minimum clear entry width. Section 511(a). d. The details of grab bars to be provided at the front and sides of the toilet should be shown. Section 511(a). e. The lavatories should have a rim height of 33"-34" and a 24" minimum clearance underneath. Section 511(b). f. Lever-type faucet handles should be provided no more than 17" from the front of the lavatory. The water heater serving the lavatories should deliver water at a maximum temperature of 120° F unless the drain pipes and hot water pipes are recessed, insulated or guarded to prevent contact. Section 511(b). g. Where towel bars, dispensers, mirrors, shelves, dryers, etc, are provided, at least one of each should be within 40" of the floor. Section 511(b). h. At least one urinal in the men's toilet room should have an elongated lip with the opening of the basin within 17" of the floor. i. Accessible urinals) should have a minimum 30" wide by 48" long unobstructed floor space in front of them. Section 511(a). 7.40 44»/ 4c p)sTfvcB fRen7 711ECF1VI1F-e L-1fW e-r 7/�F 4V97'#�R C[.iEr 7v Y.y C i/EA,�'FJ'7 p.-�c->eC /s O"j 3, neral requirements: 11VeA!/A/.v& ORA0 04RS frwsv"pe NO7LEff 7ye,J /y��ov ONE S/Ali' .4n/ J .76�o' :::,AlT./e 07PH-5/2 CIP , s-11(4)3 a. All areas in this building should be interconnected with HC accessible routes of travel (except storage and mechanical rooms). Note that stairs do not comply. Section 1102, definitions of ACCESSIBLE BUILDING and ACCESSIBLE ROUTE OF TRAVEL, and amended Table 33-A. b. Elevators should be provided for access to floors above the first story. Section 5106 and amended Table 33-A. See Washington Department of Labor I, Industries for these requirements. c. Omission of an elevator to the second floor is subject to your approval. Section 003, Exception 4 and amended Table 33-A. d. Access to R-1 accessible/adaptable dwelling units above the first story may alternately be made by complying ramps or grade-level accessible routes of travel. Section 5106. e. Accessible openings should have a 32" minimum clearwidth. Section 402, definition of ACCESSIBLE OPENING. (Note: 2'-8" doors may not achieve this.) f. Ali doors in the building which have a latch set or lock set should have lever-type operating hardware, except doors to mechanical, electrical, janitor and similar rooms which should have knurled operating hardware. Section 5501. g. Accessible doors should have an 10" unobstructed floor space beyond the shrike jamb on the door swing side. Section 402, definition of ACCESSIBLE QFLNING. Doors ___ do not comply. r.1--1 -2- h.) A 12" unobstructed floor space beyond the strike jamb should be provided on the side opposite the door swing �J where accessible doors are equipped with a closer and latch. Section 402, definition of ACCESSIBLE OPENING. Doors G :; P do not comply. i. Stairways should have at least one handrail which extends 23" beyond the bottom and 12" beyond the top risers of each stair run. HC Amended Section 3306(j). The other handrail should extend 6" beyond the top and bottom. j. Stairways should have rounded non-slip nosings and have either the undersides of the treads sloped at 600 from the horizontal or sloped risers. Amended Section 3306(m,n). k. Ramp should have handrails installed as described in (i). I. The international symbol of access should be displayed at the public building entrances, accessible public toilet rooms and required accessible exits. Section 5503(a). m. Signs for the visually impaired should be provided to identify public toilet and reception rooms, stairs, elevators and all hazardous rooms such as mechanical, electrical and storage. Section 5503(b). 4. Specific requirements: a. Non-slip floor finishes should be specified in the toilet rooms, shower rooms, and along the accessible route of travel. Section 5502(c). b. At least one shower in the common shower rooms should be accessible--it should have a seat or to be enlarged to 60" wide, have lever-operating handles, a hand-held shower spray on 60" long hose mounted at a maximum of 40" above the floor, a 31t" long horizontal grab bar at the rear and side, etc. Section 511(e). Thresholds should be flush or beveled with a maximum edge height of P. c. Water fountains and public telephones should be revised and/or detailed so that compliance with Section 511(c,d) can be verified. d. The manual fire alarm should be mounted no more than 54" above the floor. Section 511(b). e. A door or gate large enough to accommodate the disabled should be installed adjacent to turnstiles. Section 3304(g). f. The bottom of the vision panels in doors should be within 40" of the floor. Section 33040). g. Corridor is on the accessible route of travel and should have a turnaround area of 44" x 48" within it. Section 3305 b). h. Corridor is over 50' long and should have a 60" x 60" turnaround area within its middle third. Section 3305(b). I. Corridor is over 200' long and should have 60" x 60" turnarounds. Section 3305(b), j. Ramp should have a landing at the (top/bottom). Section 3307(d). k. Ramp is over 30" in rise and requires an intermediate landing. Section 3307(d). I. Ramp changes direction and should have a 5' x 5' landing there. m. Door reduces the required width of the ramp and should be modified. Section 3307(d). n. Room requires levelspacers 32" wide x 42" deep. Section 3316(c). They have to be located so that they have an unobstructed sight line and have to be distributed throughout the seating plan. o. The maximum ramp slope in this room should be modified such that the access and egress to the wheelchair spaces is 1:12 or flatter. p. Power operated door should be designed and specified to remain open 6 seconds before closing. Section 5501. 5, (Accessible/adaptable) dwelling units and guest rooms: CZ units are required for this building. They should be divided approximately equally between the 1 e room and multi-bedroom units. Section 1213. b. Comments circled in item 2, 3, and/or 4 apply in general within these units. c. Two-story (accessible/adaptable) dwelling units do not comply unless they have an elevator or all the required accessible rooms are in an accessible level. Section 003. d. Structural supports and/or grab bars should be dimensionally located on the plans. Section 1213, exception. Note that two grab bars are required at the water closet, three at the bathtubs. Section 511(f). e. The showers in the HC units should have lever type faucets and hand held shower spray nozzles. Section 511(e,f). f. The kitchens of the HC units should have a 5' s uareminimum unobstructed floor space. Section 1213. (Please see the Illustrated Handbook for Barrier Free Design if you want ideas.) g. In the adaptable units if cabinetry or shelving is installed below the bathroom lavatories or kitchen counters, they should be installed with screws, nuts or bolts in such a way that they are easily removed. Section 1213. h, A counter should be provided in the kitchen with a maximum height of 301", with a space beneath at least 29" in height, 30" wide and 24" deep. Section 1213. Door and drawer pulls, electrical outlets, etc. in the HC units should be detailed so that compliance with Section 5501 can be verified. /j. A non-sllp floor finish should be provided In the bathroom. Section 5502(c). O4 n/ ;1.v.r l.r.7,r,✓e/x"'V � �cl�s� t/�iJG� �1 r �F s�.(7 ,�„� �� Sefat/L.U 4_FV17 7 rf.5 1986 WASHINGTON STATE ENERGY CODE RESIDENTIAL ENERGY CONSERVATION SPECIFICATIONS •• + Chapter 6--Building Envelope Requirements--Prescriptive Method Climate Zone 1 (Do circled items only) A) Walls - All stud walls exposed to unheated space should have installed insulation with an R-19 value. Sec 601(a) B) Ceiling - Ceiling insulation should be as follows, Sec 601(b): Electrical Resistance Heating - R-38* Other forms of heating - R-30 * (R-30 may be used in vaulted ceilings) C) Floors - Floor insulation should be a minimum of R-19. Sec 601(02 ,40,1D D Slab - Perimeter slab insulation should be a minimum of R-8. Sec 601(e)l. It should tend between the slab foundation and be 2.0" long or longer; or should be installed outside of the foundation to the frost line. E Glazing including skylights - Glazing percentage of gross floor area (Class 90 skylight eas should be doubled.) and class number should be as follows, Sec 601(d): Elect. Resist - 21% GFA - Class 60 glazing Heat pump - 21% GFA - Class 75 glazing COP-2.5 HSPF-5.60 - 21% GFA - Class 90 glazing COP-2.7 HSPF-6.35 Fuel fired - 21% GFA - Class 75 glazing AFUE-.65 - 21% CFA - Class 90 glazing AFUE-.74 *(Class 90 skylight areas should be doubled.) Air leakage - All windows should be so constructed as to limit air infiltration to 0.5 cfm per lineal foot of operable sash crack. All doors should be so constructed and installed as to limit air infiltration to 0.5 cfm per square foot of door area. Details should be shown to limit air leakage: Exterior Joints around windows and door frames, openings between walls and foundations, between walls and roof and between wall Panels; openings at penetrations of utility services through walls, floors and roof; and all other such openings in the building envelope should be sealed, caulked, gasketed or weatherstripped. Sec 601(e) G) Moisture control - Vapor retarders having a perm ratio of one or less should be installed on the warm side at the following locations. Sec 601(f): 1) All walls separating conditioned space from unconditioned space. Inset batts with facing stapled at not more than 8" OC and gaps between the facing and the framing that do not exceed (1/16) of an inch, meet the intent of this section. 2) Roof/ceiling assemblies if the average ventilation space above the insulation is less than 12" or where part of the required Il-ulation is installed above and part is installed below the structural roof docking. 3) A ground cover of 4 mil polyethylene or equal should be laid over the ground within crawl spaces and overlapped a minimum of 12" at all Joints. H) General - Blown or poured insulation in the attic may be used where the slope of the ceiling is not more than 3/12 and where there is at least 30" of clear space. Where euve vents occur, baffling of the vent openings should be provided so as to deflect the incoming air above the surface of the insulation. Proper protection shall be provided around recessed light fixtures so that the fixture will not become overheated. I) Heating devices: 1) Fireplaces - Masonry fireplaces should be provided with a tightly fitting flue damper with a readily accessible manual control and with an outside source of combustion air. The duct shall be at least 6 square inches in area and shall be provided with a readily operable damper. Sec 602(a)3 (21 The heating system should be Justified to be within 150% of the calculated heat �as of the building. Sec 602(a)4 QTemperature control - The heating system should be provided with a day-night ermostat and a shut-off. In addition, a readily accessible manual means shall be provided to restrict or shut off unused rooms or portions of the building. Section 602(b) 4) Duct insulation - All ducts, plenums and enclosure should be thermally insulated except those installed between walls or in a space not exposed to outside air. Details should be given so that compliance with Table 4-16 WEC can be verified. Sec 602(c)4 5) Heated swimming pools should be equipped with a pool cover over the surface of the water and have a label describing maximum recommended temperatures. Sec 603(b) J) Service water heating: ( 1) Temperature control - Service water heating should be equipped with adjustable 0 tomntio temperature controls. Sao 603(a) Showers - :showers should be equipped with flow control devices to limit total luw to a maxlmun of 3 spin per shower head. Sec 604(e) CO3,;' Water heaters - Water heaters shall be labeled as complying with ASHRAE Standard OA-80. Electric water heaters in unheated spaces should be placed on an incompressible, insulated surface with a minimum R-value of 10. Sec 604(f) .wy Campbell-Hogue & Associates August 26, 1987 Mr . Robert Mulligan Building Official City of Arlington 230 North Olympic Avenue Arlington, Washington 98223 Re: Wesley Point Apartments Dear Mr . Mulligan, As the developers of the Wesley Point Apartments, our Land Pur- chase Agreement calls for the setting aside of $16, 000 .00 of the purchase price to insure the timely C60 days prior to final in- spection of the apartments) completion and acceptance by the City of Arlington of a sewer system for the referenced apartments . If the sewer system has not been completed and approved, we have the right to utilize the set aside funds to complete the system. Con- struction of the force main system should take less than 2 weeks and we fully expect the sellers to fulfill their obligation. Sincerely, Wesi t Associates Ja s H . Hogue 7 neral Partner CC: Eagle Investments Real Estate Development/Management I Jim Bonnell n Superintendent U Campbell 7AN THogue&Associates i Bldg.3,Suite 212,300120th N.E. Bus.(206)455-3879 Bellevue,Washington 98005 Res:(206)364-2702 Bldg. 3, Suite 212 300 120th N.E. • Bellevue;tWashington 98005 (206) 455-3879 �J�M�1 1''�J�y M � f�{ �� '� `� �;. t r J�. � so a ��a C-/ cc 11 C'o•vcs.�7`e �Te�n s — .4�c�-4 3 3 ? ,4pw s-/v, �lo q--- cx7'^vc4ecl _ C°oove- '0tiawi.y� No, tic a A./cI 4-7 - - - ,/,S-f4 R-r",ev -- �,..e ss"-Y - vQ fa-f 7-0-i*7- P_VC' L7 _%C. IL v- _ �`� _ ►�°tU _ - i Al w/rvq '/d• Ca- 'f 1 IXrldw AQd,vs D-cPdw-rme.v7: 4!0< ' nfl i ,Q !� 5 7`/.�.Cadr 'P t se z e s4-6l 6,e g " s c e"er �c s z d fit Q>cl,- /p8 s- t'LD�'i�✓�Q/Z/ � 'I_�____,=5��^�c2 N//�/�j 0_���_1_��`���B4f/-C4��/b�B-/ d— - / !_ �/•e�/e DID���dlPwo-o w-�.`=_�¢��y��S_�2(� 4, nOle tf/ 6[wdt�gnoav� y� CL r Ora env eo- G✓Q ra6 S�u.GrC �v 'P 1 �j. r .�: { -� ■ 1' �i •L . ' 1� ■' lv:& — - 4ti _ 1 77- 1 -�- 4tin�� 4■.L�A - 1 G a V _ ■ R wJ�-L !�� _�L'-\~ �1-1 01■ �'y ■ 1 ` _ 1 r 1 I �,• 1 2 n 3 1 2 - =i 2 03� N 4 / 4 3 N �7 `. �a 5 a 5 •c 6 6 8 8 9 9 10 10 11 11 12 12 13 13 14 14 15 f L\ 15 16 U Y 16 '7 r,q;j0•00 ' 17 19 j ,w' �JpYU 617. U UU 20 ,�_J�Ct/ 21 22 24 24 25 25 26 26 27 27 28 28 29 29 30 30 31 31 32 32 33 33 34 34 35 35 36 36 1 1 / 37 38 x 38 39 40 40 +ry y 1 2 3 1 1 2 2 3 3 4 4 5 5 6 6 7 7 8 8 9 9 10 10 11 11 12 12 13 _ 13 14 14 15 15 16 16 17 11 18 19 19 20 20 21 21 22 22 23 23 24 24 25 25 26 26 27 27 28 28 29 29 30 30 31 31 32 32 33 33 34 34 35 35 36 Y 37 38 38 39 39 40 40 BUILDING PERMIT REVIEW CHECKLIST PLANS RECEIVED _-�,p AT . BY ( t -- DOCUMENTS SUBMITTED: _BUILDING PERMIT APPLICATION eon _PLANS FOR BUILDING _ STORM DRAINAGE PLAN ENVI M RO ENTAL CHECKLIST L GI� o_ TPLOT PLAN If I/ \1 I I/" TO N OTHER AS NOTED • CITY FIALL CJ THm&OLYMPIC AVENUE ARLINGTON.WA 98223 CHECKED FOR ZONING COMPLIANCE: ZONING a X USE 9 6 APPROVED BY DEPARTMENTS: ' �3 b081 - 9 WATERill 6 SEWER ,'I : r;9 ° _� ! i _STREET —' ga,,6D FIRE _ C�5 ,23lo,6-;Tl SANITATION ENGINEERING NOTES: 0 . 00 'i 2",' s 0 S 5 ° 3'7 -h 358 • 5C) 25 9 7356 ° 87 i READY FOR BUILDING INSPECTOR REVIEW: APPROVED BY BUILDING INSPECTOR : — ! y• y; , 1 I� i � � � �_ I I �: r SCHEDULE OF TIME FOR INSPECTIONS COMNFRCIAL STRUCTURES: FOUNDATION FOOTINGS FOUNDATION WALL Ut1DERGROUND PLUMBING PLUMBING ROUGH-IN WEATHERIZATION INSPECTION FRAME INSULATION SHEETROCK & NAIL FINAL DWELLING l4 FOUNDATION FOOTING �!t FOUNDATION WALL �fK7 U11DERGROUND PLUMBING PLUMBING ROUGH-IN WEATHERIZATION INSPECTION FRAME INSULATION SHEETROCK & NAIL FINAL ALL GAS LINE INSPECTIONS � I 1�. iQ I I BREAKDOWN Oil PERMIT FEES FOR % - / zv aoa DATE CITY HALL FJTHIRD&OLYMPIC AVENUE vC✓ !� � ARLINGTON, WA 98223 PLAN CHECK $ -11F BUILDING PERMIT $ STATE FEE _ , %D•M $ /®• 00 S ATE FEE T[ -K ..3,50 $ y� $ $ $ $ $ $ $ TOTAL $ x:q PAID , �g BY BP# -4w'—4,ie ��,y. t � � �• �. �� .. r �: 16 JOHN GRAHAM ASSOCIATES DLR Group August 12, 1987 Mr. Robert Mulligan Code Enforcement Officer City of Arlington City Hall 230 N. Olympic Avenue Arlington, Washington 98223 RE: Wesley Point Apartments JGA Job No. 73-124-86 Dear Mr. Mulligan: Enclosed is one set of revised drawings and a Qopy of those specification pages which have been revised to address comfients by you and ,your review staff, by the I.C.B.O. plan check, and by Richard Balser at Farmers Home Administration. Your comments and those of the-I.C.B.O. have been addressed as follows, per our meeting in your office on July 31, 1987: Water/Sewer and Engineering Drawing No. C-1 (2/C-1) - APWA 14C does not comply to Washington Code (5/C-1) - Run of concrete step changed to 12" (6/C-1) - Asphalt pavement slope is shown on Grading Plan (J-2, and was accepted at our meeting. Additional grade indicators have been added. Curbs - APWA Std. Plan Nos. 6A and 15 were accepted as noted at our meeting. Drawing No. C-2 (2/C-2) - Detail has been deleted. Foundation drains have been tied into storm sewer line. Storm sewer line sizing - all downspouts left as 4" and 6" are adequate per National Plumbing Code. Storm sewer line running across site was changed to 8". Drawing No. C-3 Meter installation - Pressure reducing valve is kept by our civil engineer; understand static pressure is 98 P.S.I. Stub size - reference to size in existing meter and box is deleted. Poetable water piping - note added. Drawing No. C-4 'Darning radius - radius is identified on Drawing C-1, and has been changed to 24.5' to centerline, with 12' lane. Fire hydrant - has been added to Drawing C-3 as required. Location and screening of outside .vpower apaan�ellss, etc. -- will be designed JOHN GRAHAM ASWH;PA'E19lAF-i sHITECTURE AN �GYN OFFICE LOCATIONS SEATTLE WASHINGTON AUSTIN TEXAS BILLINGS MONTANA FARMINGTON NEW MEXICO GRAND JUNCTION COLORADO DLR GROUP OMAPA FLORIOA KA PHOENIX ARIZONA PIERRE SOUTH DAKOTA SALT LAKE CITY UTAH SIOUX CITY IOWA 520 PIKE STREET SEATTLE WASHINGTON 9e101 206 461-6000 ■ ■ ■ ■ 1 ■ ■ . ■ ■ME I 7 ■ Miscellaneous Comments Signing - location of project sign is given on C-1. Location and design of stop sign will be coordinated with ,your office. Cable TV wiring - will be underground. T.V. antennas - note added to Drawing E-1 to provide interior attic antennas. I.C.B.U. Comments General Comments 1. Sewer connection confirmed by your office in our meeting. 2. Drainage calculations are available upon request. 3. a) Fire Department access reviewed and addressed by your staff. b) Portable fire extinguisher added to laundry, Drawing A-1. Note added to building elevations, Drawings A2 - A5, to provide a fire extinguisher in locked cabinet for each building. 4. Legal description on Drawing C-5 is sufficient. 5. a) The designed drainage is such that a change in elevation is not necessary. b) Already specified. c) Negligible off-site grading - no letter required. d) Note added to C-4 requiring sod. Rob Martin will work with ,your office in coordination of erosion control during construction. e) No such bonds required for private property construction. 6. Address locations shown on building elevations, Drawings A2 - A5. 7. Washington State Energy Code D. Perimeter slab insulations exceeds minimum requirement. E. Actual area of glazing with U=.67, as specified, does not exceed heat loss of maximum allowed area of 21% at U = .60. F. General Note limiting air leakage has been added to Drawing A-1. I. 2) Heating system is maximum 130% of calculated heat loss. 3) Individual rooms have own thermostat to heaters; therefore, day-night thermostat is not necessary, and unused rooms can be separated by door. J. 1) Electric water heaters shall come equipped with built-in thermostat. 2) Showers already required to have flow control devices. 3) Note added to Drawing E-1. Barrier Free Design le) Note added to 3/C-1 showing maximum slope of 2%. Detail 2/C-1 has been altered to comply with code. li) Parking signs deemed not necessary as long as H.C. marking on asphalt in parking stall is provided, per our telephone conversation on August 10, 1987. lh) Threshold dimension has been changed to 1/2", to comply, 2/A5. 2j) H.C. bathroom has been revised to comply, Drawing A-1. 3h) Doors not equipped with closer, therefore dimension as described not required. 5a) Two H.C. units are already provided. 5e) Note added to Drawing A-1. 5i) Note added to Drawing E-1 required outlets at 24" A.F.F. Height and types of door hardware are specified in 08700, and comply with code. 5k) Bathroom revised to comply, Drawing A-1. Occupancy and Construction Comments 1. Note added to Drawing A-1 indicating 1-hr. rating. 2. See comment 1, above. 3. Fan added to Unit D 1/2 bath on Drawing E-1. 4. Attic ventilation clarified by notes on Building Sections A2 - A5, and Typ. Wall Section 1/A4. 5. Crawlspace vents rearranged to provide cross ventilation. Unit D changed to slab on grade. 6. Note added to building plans clarifying crawlspace access. 7. Added note to 5/A4 for fire stop. 8. Adequate fire stop already provided. • i• • i :�• Occupancy and Construction Comments (continued) 9. Added note to 1/A3. 10. Added General Note to Drawing A-1. 11. 1/2" dimension deleted from 2/A3. 12. Smoke detectors shown on E-1 in proper locations. 13. Note added to Bathroom Elevations, Drawing A-1. 14. Door Type A not glazed; clarified by note, Drawing A-1. 15. Added note to typical porch column detail 7/A4. 16. General note added to Drawing A-1. Exit Comments 1. Details of exterior stairway will be reviewed by shop drawing. Note added to 1/A3 to submit shop drawings for approval. 2. Handrails for interior stairs located on plans, Drawing A-1. Details of materials and installation added to Specification Sections 05500 and 06200. 3. Hot water heaters are electric. Closets already have 5/8" Type X gypsum wallboard. 4. See comment 3 above. 5. See comment 2 above. Mechanical Comments la) Hot water heaters are electric. lb) Straps or anchors deemed not required, per our meeting July 31. lc) See comment 1 above. 2. Disconnect switch for heater added to Drawing E-1. Note added to E-1 requiring baseboard heaters to have built-in disconnect. Structural Comments 1. Changed to 2500 PSI, Specification Section 03300. 2. Soil type and assumed bearing in Soils Report, included in Specification. 3. General Note added to Drawing A-1 specifying Grade 40 steel. '� 3 Structural Comments (continued) 4. Added note to 1/A4. 5. Additional horizontal and vertical reinforcing steel has been added. Note of maximum unsupported height of foundation wall added to 3/A4. 6a&b Shop Drawings will be submitted to City of Arlington for review, Specification Section 06190. 7. See comment 1, Exit Comments. 8. Note added to 4/A4. 9. Note changed to "3 - 2x12 stringers" on 2/A2 and 4/A5. 10. Spacing changed to 12" o.c. , Drawing A-2. 11. Framing revised to provide bearing walls to support 2nd floor joists, Drawing A-3. 12. Unit D framing revised to provide additional bearing walls and shorten beam spans to acceptable distances. 13. Note added to 1/A4 requiring uplift anchors at truss-wall connections. 14a Thickness and nailing in Specification under "Siding". 14b Note added to Building Plans, Drawings A2 - A5. 14c Note added to 1/A4. 14d Note clarified, 1/A4. 14e Notes added to 5/A4. Thank you for your time and review comments. Please feel free to call if you have any additional questions. Sincerely, JOHN GRAHAM ASSOCIATES eI� Kathy Mudge KM/sf enc. cc: Mr. Len Brannen, Shelter Resources ;,.� ,i� .: r I SECTION 01100 TESTING L:ABORU'ORF SERVICES 1.0 TESTING 1.1. 1 TESTING hereinafter specified shall be made by a Testing Laboratory selected by the Contractor. 1.2 SOILS INSPECTION shall be by Cascade Surveying and Engineering, Iris. , 102 E. Division, P.O. Boy: 326, Arlington, Washington 98223. (206) 435- � 5551. 2.0 NOTIFICATION OF TESTING LABORATORY that materials are ready for sampling shall be made by the Contractor. 3.0 SAMPLING shall be made by the testing laboratory's authorized repre- sentative, except concrete cylinders shall be made by the Contractor. The location from which the sample was taken shall be noted on the Test Report and on a site map. 4.0 REPORTS shall be made directly to the Architect/Engineer with a copy sent directly to the Contractor, and the Owner. In the case of concrete, an additional copy shall be sent directly to the concrete producer, and in the � case of Earthwork, an additional copy shall be sent directly to Arlington Building Official.. Test results shall be sent promptly after they are performed. 5.0 COST OF TESTING shall be borne by the Ovner. 1 6.0 PATCHING, if required by the taking of samples, shall be made by the Contractor. e t 7.0 TESTS ARE SPECIFIED in the following Sections: Section 02200 Earthwork Section 02600 Pavement and. Walks � Section 02820 Lawns t Section 03300 Cast-Tn-Place Concrete ` ENT) OF SECTION , 1 i 13-121-86 01-100-1 2. 1.2 N0PE'1NI. WEIGHT _=GGREGATFS shall meet the requirements of ASTM C 33, and shall be from a source approved by the Washington State Highway Depart- ment. 2.1.2 ADMIX-RiRES . 1 Air-entraining Admixtures shall conform to ASTM C 260. .2 Other. Admixtures, if used, shall conform to ASTM C 494. 2.2 CONCRETE MIXES 2.2. 1 MIX CONCRETE to provide a compressive strength of 2,500 psi. , air content of five percent and maximum slump of 3 inches. Use minimum cement content of 5 sacks per cubic ,yard. 2.3 CON BETE PRODUCTION 2.3. 1 PRODUCE AND DELIVER READY-MIXED CONCRETE in accord with ASTM C 94. Excessive slump or more than one hour between mixing and placing will be considered as a basis for rejection of the load. 3.0 EXECUTION 3. 1 PREPARATION 3. 1. 1 CLEAN EQUIPMENT for mixing and transporting concrete. Forms shall be thoroughly wetted (except in freezing weather) or oiled. Clean reinforce- ment of ice, dirt, rust, scale, or othela coatings. Remove debris, water, and ice from the place of deposit of concrete. Remove laitance and other unsound material from hardened concrete before additional concrete is added. 3.1 CONVEYING AND PLACING 3.2. 1 CONVEY CONCRETE FROM TRU�CkS to the place of final deposit by methods that will prevent separation or loss of materials. :3.2.2 CHUYTTNG, PUMPING, AND PN11: IATIC CONVEYING EQUIPMENT shall he of a size and design that insures a practically continuous flow of concrete at the delivery end without separation of materials. 3.2.3 Pt:.\1P CONCRETE to conform with the report recommendations of ACI Committee 304, Placing Concrete by Pepping Methods. 3.2.4 DEPOSIT CONCRETE as nearly as practical in its final position to avoid segregation due to rehandling or flowing. Place concrete at a rate so that concrete is plastic and flows readily- into the spaces between the bars. Concrete contaminated by foreign material shall not be used unless approved by the Architect-Engineer. When placing is once started, it shall be carried on as a continuous operation until placement of the panel or section is completed. 3.3 CONSOLIDATION 3.3. 1 C'ONSOLIDA'IT CONCRETE in accord with ACI 309. 73-124-86 03300-2 -, s ,, i r M ,� SECTION 05500 METAL FABRICATIONS 1.0 GE\+R4L 1. 1 RELATED WORK SPECIFIED ELSEW1fFRE Wood Handrails Section 06200 2.0 PRODUCTS 2. 1 MATERIALS 2. 1.1 METALS. Unless otherwise shown or specified, metals for fabrication of miscellaneous items and fastenings shall be as follows: Cast Iron ASTM A48 Steel ASTM A36 Steel Pipe ASTM A53, Type E or S, Grade B, open hearth or 'basic oxygen steel with maximum sulfur content of .005 percent. 2. 1.2 HANDRAILS AND GUARDRAILS shall be fabricated from standard weight steel pipe as shown on the drawings and from other products as follows: . 1 Pipe rail. components shall be `of the following t;-pes and manufacturer: Beveled Wall Flange Flange Return Bracilet R & B Wagner 2844 1444 1133-2 1938-R. .2 Brackets for wood handrails shall be one of the following: Julius Blum & Co. , Inc. 381 J.G. Braun Co. , Inc. 4548 Ives BP59 Stanley CD7 081 Yale 922 2, 1 .3 MISCELL,\NvEOUS ITD,1S. Fabricate miscellaneous and incidental items as shoi,n on the Drawin 's or as required to complete the taork. 2.1 .4 FAS11NINGS. Provide bolts and fastening devices as .required to set miscellaneous and ornamental metal items in place. 2.2 FABRICATION 2.2.1 SHOP FABRICATION. Fabricate, fib:, and assemble miscell-aneous metal items in the shop. Work that cannot. be permanentl'v shop assembled shall be completely assembled, marked, and disassembled before shipment to r:nsure proper assembly in the field. 73-1214-86 05500-1 ' I 2.2.2 FASTENINGS shall be concealed when practicable. Where e:_posed in finished surfaces, screw heads shall be (wa.l head, unless shown or. speci- fied. 2.2.3 JOINTS in e�.-posed work shall be matched to produce continuity of Line and design, and shall be accurately fitted and firmly secured with hairline contacts. 2.2.4 WELDING shall_ meet requirements of the appropriate recommendations of the American Welding Society. All welds exposed to view shall be ground smooth and uniform. 2.2.5 FINISH of miscellaneous steel and iron shall be factory applied but dipped galvanizing. 3.0 EXECI ION 3.1 INSTALLATION 3. 1.1 INSTALL miscellaneous and ornamental items plumb, level, square, true to line, securely anchored, and in proper alignment and relationship to other work. 3. 1.2 HANDRAIL BRA(,`h'ETS shall be installed at o feet on center maximum. END OF SECTION 73-124-86 0 5 5 0 0- �1 �:: M SECTION 06190 WOOD TRUSSES 1 .0 GEti�'%L 1. 1 OUAI:ITF ASSURANCE 1. 1. 1 DESIGN TRUSSES to support the loads indicated on the Drawing's in accord with the 1985 Edition of the Uniform Building Code and TP.I-78, Design Specifications for Light; Metal Plate Connected Wood Trusses. 1.1 .2 WOOD TRUSS MANUFACTURER, shall be a member of the Truss Plate Insti- tute and shall have periodic third party inspections. 1.2 SUBMITTALS 1.2. 1 SUBMIT SHOP DRAWINGS to the Architect-Engineer, FmHa, and Arlington City Official in accord with the General Conditions and General Require- ments. I 1 .2.2 PREPARE SHOP DRAWINGS under the direction and supervision of a regis- tered Professional Structural Engineer. Shop drawings shall bear his seal indicating registration in the State of Washington. 1.3 STORAGE AND HANDLING 1.3. 1 STORE WOOD TRUSSES in vertical position, supported at the bearing points, and braced, or in a flat position supported sufficiently to prevent excessive lateral bending. Protect trusses from the weather with waterproof covers. 2.0 PRODCCTS 2.1 WOOD TRUSSES 2.1. 1 LUMBER FOR TRUSSES shall be Iri_ln dried and graded by a lumber inspec- tion bureau or agency approved by the Board of Review of the American Lumber Standards Committee. Lumber shall be of grades and species to meet the design criteria. 2. 1.2 TRUSS FASTENERS shall be of light gage sheet steel designed to carry the member loads indicated on the Drawings. 2. 1 .3 FABRICATE TRUSSES in special .jig's with truss members and fastener plates tightly clamped accurately in place until connector fasteners are simultaneously pressed into place on both sides of the ,joint. Cut tcood rnembers accurately to assure tight ,joints. 2-1.4 ARRANGE INTERIOR VERTICAL AND DIAGONAL NE-11BER.S in accord with the rnt,nufacturer's recommendations lidless shown otherwise on the Driwin,'s. 2. 1 .5 CONTINUOUS I_wVIT- ,AL BRACING required to reiluce the bucklin,' iength of interior compression members as well as the triangulation members to stabilize the braciniz shall be designed and furnished by the truss manufac- turer. i 3-124-86 06190-1 SECTION 06200 FINISH CARPENTRY 1.0 GENERAL 1. 1 RELATED kvORK SPECIFIED ELSEWHERE Brackets for Wood Handrail Section 05500 Cabinets Section 12300 1.2 PRODUCT DELIVMY. STORAGE ANT) HANDLING 1.2. 1 STORE FINISH CARPENTRY MATERIALS indoors or on skids, at .least 6 inches above the ground, under waterproof coverings. Moldings, frames, closet and storage shelving materials shall not be delivered until the building or storage area is enclosed and sufficiently dry so that materials will not be damaged by excessive moisture. 1 .3 JOB CONDITION'S 1.3. 1 SCHEDU1JNG. Do not install finish carpentry materials until exterior doors and windows are in place and until plaster, masonry or wallboard ,joint tape is thoroughly dry and the interior of the building is dried out. 1.4 CONTRACTOR'S OPTION- 1.4. 1 PREHtiNG DOOR UNITS complete with frame, trim, door, and hardware may be used in lieu of field installed units. P.rehung door units shall be installed per manufacturer's recommendations. 2.0 PRODUCTS 2. 1 SOF' WOOD �-RTERIALS 2.1. 1 SOFTWOOD MATERL4LS shall be kiln dried and graded in accord with the current Western Wood Products Association Rules Book and grade stamped by I Western Wood Products Association, or graded in accord with the West Coast Lumper Inspection Bureau. . 1 Exterior, trim and fence posts shall be A Grade Western Red Cedar. Boards shall be S1S2E resawn of sizes and shapes shown in the Drawings. .2 Buildin ' sign shall he B and better, Western Red Cedar in6ust'ri al. clears. .3 Exterior fascias, fence rails and pickets shaL_1 be (: (:,rade softwood, any species. .4 Moldings shall he of Western Hemlock (:' (grade. `loldin;s shall he of the following patterns and sizes: Casing WN 472 9/16 2-1/2 Base LW,y 876 7/16 2-1/2 Closet. Pole WN1 233 ( 1-3/8" Di.a. Wood Poles) Handrail 1Q,1 231 ( 1-1/2 \- 1-11/16) 3-1'2 i-�36 06200-1 ,� I .5 Interior frames shall be of Western Hemlock r Grade, 11/16-inch thick flat jambs with nail applied stops. Widths shall be as required by the Drawings. i .6 Window liners and miscellaneous trim shall he of Western Hemlock jGrade, of shapes and sizes shown on Drawings. i .7 Miscellaneous solid wood for blocking, furring nai.lers, shelving cleats, edge banding, and other similar applications shall be Standard or better, any species. 2.2 PLYVOOD MATERIALS 2.2. 1 PLYWOOD SOFFITS shall be CC EyT-APA, 24-0, 3/8-inch thick with exterior glue, plugged and touch sanded. 2.2.2 t)TH R PLYW(-�-)D shall meet the requirements of product standard Phi-1 for softwood plywood, and shall be standard TNT-DFPA plywood with exterior glue, thickness shall be 3/4-inch unless otherwise noted, and shall bear the trademark of the American Plywood Association. 2.3 COMPOSITION MATERIALS 2.3. 1 PARTICI.,EBOARD shall meet the requirements of ANSI A208. 1, type 1-1-21 and shall be 3/4 inch, unless otherwise noted. 2.4 FASTENItiGS tL\D ADHESIVES 2.4. 1 NAILS FOR FZ'I'FRIOR WOOD, FASCIA, SOFFIT, AND TRIM shall be hot dip-ped zinc galvanized, stainless steel, or high tensile strength aluminum ring shanked siding nails with blunt, medium channel, or medium needle points and smooth checkered heads and of sufficient length to penetrate hearings a minimum of 1 inch. 2.4.2 NAILS FOR OTHER FTNTSH CARPF 7M—Y '11-�TERIAIA shall be as follows: I Stock u to 1/2-inch thick o g , p 4d finishing or casing nails Stock 1/2- to 3/4-inch thick 6d finishing or casino' nails Stock 3/4- to 1-inch thick 8d finishing or casino' nails Stock 1- to 1-1/4-inch thick 10d finishing or casing nails ` I 2. -1 .3 `II FASIENINGS. Screws, toggle bolts, e-�,pansion bolts .and other miscellaneous fastenings to secure finish carpentry items in place. .5 FABRICATION 2. 5. 1 CLOSET AND STOR;GE SHELl`ING shall conform to the des i n and details ` shovn on the Drawing's, and shall meet the requirements for Economy Grade I Closet: and Storage Shelving as defined in the Architectural- Woomor,, III Institute Quality- Standards. Section 600. l:niess otherwise shown on the Drawing's, closet: and storage shelving' shall he as foTlows: Cleats I N 2 softwood -Iookstr.'ips 1 X 6 softwood Shelves Particleboard, 3/4-inch thick Vertical Supports 2 x 2 softs,00c r.3-1'24-86 06200-2 I 2.6 CLOSET I-LARDI+.'RE 2.6. 1 CLOSET HARDWARE shall be furnished as follows, or eclua,l: Shelf Bracket (Stanley) 1045 for shelf with hookstrips Pole Sockets (Stanley) 7056 3.0 FC--EC17TON 3. 1 INSTALL-mON OF FKTERIOR KOOD 3. 1 . 1 INSTALL WOOD FASCIAS AtiI) 'MTM by face nailin,' .aith two nails ner bearing or 16 inches on renter inhere continuous bearing occurs. 3.2 INSTALL.-MON OF COMPOSITION �]ATERIA-.S 3.2. 1 INSTALLATION OF PARTICLE BOARD A M PI., VOOD. Secure particle board to supports with nails spaced at 6-inch centers along edges and 12-inch centers along intermediate supports. 3.3 INSTALLATION OF FABRICATED ITEMS 3.3. 1 CLOSET AND STORAGE SHELVING shall be assembled and installed plumb and level.. Cleats shall be secured to blocking in walls with finish nails. 3.4 INSTALLATION OF WWD DOORS k,\D FRkNIES 3.4. 1 PRE-HUNG DOOR UNITS, complete with frame, door, and hardware, may be substituted in lieu of field installed units. 3.5 TNST.kLLATION OF FOOD MOLDINGS AND TRIMS 3.5.1 SET MOLDINGS AND TRIM st.r_aig'ht, plumb, and ]_eve.l, in perfect align- ment, and closely fitted together. Joints shall be tight and made in a manner to conceal shrinkage. Nail to bearing's at 16-inch centers. Cocznter- sink nails slightly and putty. 3.5.2 INSTALL WOOD HANDRAIL with top of wood at 32-inches to 34-inches above nosing of treads. Return ends of handrail into walls. E-\1D OF SECTION 06200-3 ��. I I SECTION 08520 ALUMINUM WINDOWS i 1.0 GENERA[., 1.1 RELATED WORK SPECIFIED ELSEWHERE Caulking Section 07900 1.2 SUBMITTALS 1.2. 1 SHOP DRAWINGS. Submit shop draT,.ings to the architect/Engineer in accord with the General Conditions and General Requirements. Shop drawings shall show quantities, types, and locations. Window construction shall_ be fully detailed showing weights of material, finish, reinforcing, and method of making ,joints, and must indicate conformance with all specified technical requirements. 1.3 DELIVERY, STORAGE, AND HANDLING 1.3. 1 DELIVERY AND STORAGE. Windows shall be stored in an upright position, raider cover on the building site, on wood sills or floor in •a manner that will prevent damage. 1.4 QUALITY ASSLRAtiCE 1.4. 1 ALL-1IINUM WINDOWS shall conform to ANSI 302.9-1977 and shall have been tested by a certified laboratory- in conformance to applicable specifications of k*L-X. 2.0 PRODUCTS i 2. 1 WINDOWS 2. 1. 1 PERFORMANCE. Windows shall meet the requirements of Specification j DH-B1 for sliding windows for .residential buildings as included in ANSI , 302.9-1977. 2.1.2 MATERIALS. Frames and ventilators shall be extruded aluminum sections of 6063T5 alloy. 2. 1.3 HARDWARE. Spiral balances shall adjust for specific cceight of ventilator. Self latching locks shall mount on bottom of rail. Vent perimeter shall have factory installed weather stripping on all sides. 2.1.4 FINISH. Color shall be white. 2. 1..E APPROVFD NiANt ACTliRERS. \orthwest Aluminum Series 595 3.0 E1"ECUTION "r 3-1'24-n6 08520-1 i i SECTION 10400 IDENTIFYING DEVICES 1.0 GENERAL 1.1 SCOPE OF WORK 1.1.1 WORK under this section includes the installation of addresses on each building. 1.2 SUBMITTALS 1.2. 1 SUBMIT PRODUCT DATA fully illustrating the address system and indicating that the system is rated by the manufacturer for exterior application. 2.0 PRODUCTS 2.1 ADDRESSES 2.1.1 ADDRESSES shall be individual numbers and letters of 1/8" thick cast plastic. Addresses shall be 4" high Helvetica Medium. Color shall be white. 2.1.2 THE FOLLOWING are approved manufacturers and products: Architectural Signing Northwest LTV Series or approved equal 3.0 EXECUTION 3.1 INSTALLATION 3.1.1 INSTALL addresses where indicated on the drawings in accordance with the manufacturer's printed instructions. Install numbers on the face of siding 5'-0" above the porch. Quantities of numbers shall be as follows: Numbers 4 for each building unit Coordinate actual numbering scheme with Owner. END OF SECTION 73-124-86 10400-1 . , 1�' I I SECTION 15400 PLUNBIVNG , 1.0 GENT RAL, 1 . 1 READ 1 . 1. 1 READ the General Conditions ;end General Requirements. They are bindin ' to the suLy:!ontracto.r as well as the prime Contractor. 1.2 WORK I.CLUDED 1.2. 1 THF. WORK, in this section includes, but is not limited to, the rous4h- in for all plumbing fi�.tures and the connection of all plumbing piping to fixtures. 2.0 PRODUCTS 2. 1 EQUAL: U?:ITS 2. 1. 1 FI'MJRES shall comply with Federal Specification I'V-P-541. Fi.:ctures listed establish style and features only - equal units of Bri-gs, Kohler, Eljer, Just or Zieler Harris are acceptable. 2.2 FIV rLNES 2.2. 1 P-1 WATER CLOSET - Kohler K3500P13, Wel.lworth water ellard with K- 4662 seat, Ii-l538 supply-. 2.2.2 P-2 LAVATORY - Kohler K2904 with `chateau `loen 64910 faucet, suppl_i.es, and trap. 2.2.3 P-3 BATHTUB - Universal Rundle 6824 (60 TS at Handicap units) , faucet, valve, pop-up drain, and valve stop 8260.021. Provide 2 GPM flow restrictor on shower. 2.2.4 P-4 SINK - Elk-ay *Model "C`R-2521. with yoen 7650 faucet, crumb f,up strainer, supplies, trap. 2.2.5) P-o LAUN7)RY SINK - Fiberglass, deep single comh:�r.tment, N:o. MR- 2222-12. Kohler K-7825-TL faucet, .h-I606 supplies, K-8801 strainer, N-9000 trap. 2.2.6 P-6 GARBAGE DISPOSAL - ISE Badger I. 2.2.7 P-1 1,\VATC)iLY - liohler K2I66, supplies and trap. .-3 1ti a'1'FR HF \TERS 2.,3. 1 HF_ATERS shall he 52 ai.lon c,apacit�- and be glass Lined steel ronstruct.ion Lind shall have built.-in thermostat avid high .Limit, mae'nesium anocAe and Plectri cai immersion heating elements. Fleater slzal L hax i <-L iet' �al�e sized for bottom. A. 0. Smith, Rudd or equal. Verify water heater requirements for installation throu,4i rioor openings. 15400-1 i N ■ � �' � 110M Memo SINDY CLARK �o Colon 4-51I) DOO- 00 jocto,00 O-NOTE FROM C N� DATE: a @,qoj �`,� � , Q r , & cl 0 1 1 - � - R� 11,55V 4 3 L- ju--� - . glut ►��-� ❑ REPLY ❑ SEE ME 0 INITIAL AND RETURN SIGNED: Cg O7 City ol �.?� �_ I ...... � It L I N (VNIN P RMIT NUMBER ..... DATE BUILDING CODES DEPARTMENT Certificate of Occupancy g Building Address: .-r- 13-1r7157 017-101 . We.s1e Street„ .9 Y ............. Lot:.:....., .,. .. ,...,,f , Block .......................Addition: ........ 'laL...4Y,-.., . Owner: Wesley Point Associates Address 300 120th NE Building ..,..,.._.......................... ..... .,. : ..:Suite-212� Bellevue?..� 98005 Occupancy Group: .._.,, £t_�l ..., .............Land Use Zone:_. MRl Construction Type of Building:........- Residence ........... ,......... Occupied as: ..,..,....:................. Occupant Load:....... ....... ............ ..................... Additional Information:.., ............................................................ ........ .................................................................................... ............... ............................ . ...... ................ .......... ...................... This Certificate is issued pursuant to Section 307 of the Uniform Buildinn CndR and is to inrlirata tha nhnva CITY 01 ALINGTON APPLICATION AND PLUMBING PERMIT Date ---------------------------- Permit No. ......... Valuation ........................................ Life of Permit .... ............................ Permit Fee .......................................... Receipt No. .-CIE1,8521A.............. Occupancy or Use .... ..... Plans Filed ..N),Qes __-_....No. Owner ----- ....... .......... ...................... Address ......�— r-----------——-—-------------------- Contractor...C ......... Address ----------------—--—--------------------------------------------------------------------------------------- JobAddress ----- ............................................ Descriptionof Job ----------------------------------------------------------z------------------------------------------------ .......... ...... .42) .......... WARNING: Work must not be covered before Inspection I hereby acknowledge that I have read this application and state that the above is correct and I further agred to comply with all City Ordinances, State Laws, and lawful orders of the Building Inspector gov- erning plumbing. Owner ---------- By l ......... ---------- PERMIT PLACARD MUST BE POSTED ON THE WORK Permission is hereby granted to do the work described herein subject to compliance with the OrdThnces of the City of Arlington. ZA.11...... ... tk"_�- ...... Issued ----__-- _ .... . ....................... Building Inspector CITY M-ARLINGTON APPLICATION AND PLUMBING PERMIT Date Permit No. '` ±.-.. ........_.I---------------------------- ----- - Valuation .........................................._.:. -Life of I Permit ...1.,. af:.. ._..........__............. Permit Fee ................j......................:::.... Receipt No. --------------- OUse an -�l_�.'?_:_�_ 3I ===i Plans Filed Yes No. Owner .-........ ...... �...:....r....l...._...... ..._....`............._................---•--••--•-..... Address ...............1 A--...•_......t..�i .......:............__.....-»:---..............._....... ..........,... Contractor '1 - Address------------------------------------------------------------------------------------------------------------------------------- y �. JobAddress ----------------------------------------------------------------------------------------------------------------------- Descriptionof Job --------------_------------------------------------------------------------------------------------------- ------...._.....................................................................------------- ................. _.�.�... _.. .... (4 t_ ........................... WARNING: Work must not be covered before Inspection I hereby acknowledge that I have read this application and state that the above is correct and I further agree to comply with all City Ordinances, State Laws, and lawful orders of the Building Inspector gov- erning plumbing. f/�� Owner _By,o�.^.�-�----C�-"R)�- - ' ---------- PERMIT PLACARD MUST BE POSTED ON THE WORK Permission is hereby granted to do the work described herein subject to compliance with the Ordinances of the City of Arlington. 1 Building Inspector J � og ARLINIPTON �` • N� NOTICE and Inspection Report Address Contractor Owner Requested by TYPE OF INSPECTION REQUESTED ❑ BLDG: Pmt. No. ❑ MECH: Pmt. No. ❑ PLBG: Pmt. No. ❑ Footing ❑ Framing ❑ Foundation Drywall Nailing ❑ Final ❑ Concrete Slab ❑ Rough-In ❑ Fireplace and Chimney ❑ Furnace ❑ Other )5,APPROVAL ❑ PARTIAL APPROVAL ❑ VIOLATION ❑ CORRECTION REQUIRED ❑ Corrections listed below MUST BE MADE before work can be approved. ❑ APPROVED FOR OCCUPANCY subject to certificate of occupancy. ❑ Work listed below has been inspected and approved. ❑ Please contact inspector and arrange for appointment. ❑ Was not able to perform inspection. ❑ CALL 435-5785 FOR REINSPECTION —24 hour notice required. Inspector Date I was present during this inspection. 1- city og ARLINGTON an NOTICE C d inspection Report-- Address =� f Contractor ow Requested by c TYP�NSPECTION REQUESTED 17 BLDG: Pmt. No. _ ❑ MECH: Pmt. No. ❑ PLBG: Pmt. No. Footing ❑ Framing ❑ Foundation ❑ Drywall Nailing ❑ Final ❑ Concrete Slab ❑ Rough-In ❑ Fireplace and Chimney ❑ Furnace ❑ Other APPROVAL ❑ PARTIAL APPROVAL ❑ VIOLATION ❑ CORRECTION REQUIRED ❑ Corrections listed below MUST BE MADE before work can be approved. ❑ APPROVED FOR OCCUPANCY subject to certificate of occupancy. ❑ Work listed below has been inspected and approved. ❑ Please contact inspector and arrange for appointment. ❑ Was not able to perform inspection. ❑ CALL 435-5785 FOR REINSPECTION —24 hour notice required. Inspector Date I was present during this inspection. i of ialtIiING"I,ll NOTICE and Inspection Report Address Contractor i ^ �• Owner Requested by �I TYPE OF INSPECTION REQUESTED [1 BLDG:Pmt. No. ❑ MECH: Pmt. No. ❑ PLBG: Pmt. No. ❑ Footing ❑ Framing ❑ Foundation ❑ Drywall Nailing ❑ Final ❑ Concrete Slab ❑ Rough-In ❑ Fireplace and Chimney ❑ Furnace ❑ Other APPROVAL ❑ PARTIAL APPROVAL r❑ VIOLATION ❑ CORRECTION REQUIRED ❑ corrections listed below MUST BE MADE before work can be approved. ❑ APPROVED FOR OCCUPANCY subject to certificate of occupancy. ❑ Work listed below has been inspected and approved. ❑ Please contact inspector and arrange for appointment. ❑ Was not able to perform inspection. ❑ CALL 435-5785 FOR REINSPECTION — 24 hour notice required. Inspector Date 1 was present during this inspection. City ot It L I N(P"I'll N NOTICE and Inspection Report C2 Address "J'C Contractor Owner Requested by TYPE OF INSPECTION REQUESTED Ej_BLDG: Pmt. No. ❑ MECH: Pmt. No. .R PLBG: Pmt. No. El Footing Framing 0 Foundation El Drywall Nailing ❑ Final El Concrete Slab Rough-in F-1 Fireplace and Chimney El Furnace El Other ❑ APPROVAL El PARTIAL APPROVAL El VIOLATION El CORRECTION REQUIRED El corrections listed below MUST BE MADE before work can be approved. 1:1 APPROVED FOR OCCUPANCY subject to certificate of occupancy. El Work listed below has been Inspected and approved. D Please contact inspector and arrange for appointment. ❑ Was not able to perform inspection. ❑ CALL 435-5785 FOR REINSPECTION —24 hour notice required. Inspector Date I was present during this inspection. ARLINGTON NOTICE and Inspection Report / Address Contractor i Owner Requested by TYPE OF INSPECTION REQUESTED -;?(—BLDG: Pmt. No. �? 2-- ❑ MECH: Pmt. No. ❑ PLBG: Pmt. No. ❑ Footing ❑ Framing A ❑ Foundation ❑ Drywall Nailing Final ❑ Concrete Slab ❑ Rough-In ❑ Fireplace and Chimney ❑ Furnace ❑ Other ❑ APPROVAL ❑ PARTIAL APPROVAL ❑ VIOLATION ❑ CORRECTION REQUIRED ❑ Corrections listed below MUST BE MADE before work can be approved. APPROVED FOR OCCUPANCY subject to certificate of occupancy. ❑ Work listed below has been inspected and approved. ❑ Please contact inspector and arrange for appointment. ❑ Was not able to perform inspection. ❑ CALL 435-5785 FOR REINSPECTION — 24 hour notice required. Inspector n Date 1 was present during this inspection.