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HomeMy WebLinkAbout1802 Tumwater Truck Rt Technical - BuildingTECHNICAL Permit 312 2 Address 802 Tuniwa ej Project des cnptionj i v C.o ►1 n• 1\ on) Date the permit was finaled Number of technical pages Two �t kt\.& A■kno 3 g(0 l:lal County Engineering Department C 5! 30 o 223 E. 4th, Port Angeles, Washington 98362 P'�'LICATION TO PERFORM WORK ON COUNTY JF APPLICANT lv� ,,,acrsioned hereby applies for permission to ii1 rr �d P, pg pLHe L' C !3 N c Vri 90 P r Di s Ke c tk1 IS �1 bE do .us As gt P c nm�, 1./10 1./10 i th- i,nc"ed time required for completion of the above work is which the petitioner agrees to prosecute with oll o::igance speed with due regard for the rights, interests and conveniences of the public 113b2 3 z44•••• i r1RESS_ LE 1 PPROVED•ff3'f' f;E.IN DETAIL 'RTC fl CtL PR} 0 OTC r r• ions from NoRTH f:i.iISSION IS HEREBY GRANTED TO• iu rd p -0-e' qv i �.i ,4• BY yr 3: o ,SUPERVISOR'S. RECOMMENDATION, 4 SEC: r N !.At,1 COUNTY UTILITY AND ROAD APPROACH PERMIT" NO rs permit shall be void unless the work herein contemplated shall hove been completed before 334-1 7 ROAD RIGHT -OF -WAY DATE (n-• R-C,A PHONE 41.6-7-4 9 DATE S `l ork shall be done under this permit until the party or parties to whom it is granted shall have communicated with and received PHONE W.M. f4' ,19 D DATE i iLii ty of the ,plicanr lc notifj all ut• t•es and private property owners whei .uch property is liable to injury or damage .,.s aloe of the o eve work and the applicant shall make all necessary arrangements relative to the protection of such prop- ti, or t•litit. er fur ,:ices to pe- 0 -m the work in strict compliance with the attached provision and states that he has read ond II adhere visir• spplicoble to permits et_ Tc :I TI' T.R.S. I.•c. 1< LINCOLN WELDING, INC. rrch 12, 1986 Keith Haugland',�� Clallam County Courthouse 223 East 4th Street Port An eles, WA 98362 Dear Pte. Haugland Your letter of March 10, 1986 on proposed addition. OKtern 140 We plan to use Class I UL rated SII(. PI 2550 insulation. 4-- em 177 There will be no operating engines in this addition, and we do not plan an exhaust system. r R. Possin e Jr. Lincoln :Melding, Inc. 79: We do not plan to sprinkle this addition as it steel storage. v o fl f 8 4 1 Irtc�'v h, /e /)1X1E_ 1802 TUMWATER TRUCK RT PHONE (206) 457 -6122 (206) 457 5511 PORT ANGELES, WASHINGTON 98362 F 0 /9-7 R mi e are/ Tig ivC LINCOLN WELDING, INC. March 12, 1986 Keith Haugland Clallam County Courthouse 223 East 4th Street Port Angeles, WA 98362 1802 TUMWATER TRUCK RT PHONE (206) 457 -6122 (206) 457 -5511 PORT ANGELES, WASHINGTON 98362 Dear 1r Haugland: RE Your letter of March 10, 1986 on proposed addition. Item 140 We plan to use Class I TJL rated SEC Fl 2550 insulation. Item 177 There will be no operating engines in this addition, and we do not plan an exhaust system. Items 7,9,12,179 We do not plan to sprinkle this addition as it will be for steel storage. Sincerely, W. R. Possinger, Jr. Lincoln Welding, Inc. 7// 7 1 f DIRECTOR, JIM FALK, MCP BUILDING DIVISION ENVIRONMENTAL HEALTH DIVISION PLANNING DIVISION 'IRE MARSHALS OFFICE March 10, 1986 Lincoln Welding 1802 Truck Route Port Angeles, WA 98362 Sincerely Kieth Haugland Building Official RE Plan Check for Proposed Addition There are still three (3) items to be answered before I can issue the permit OW Item 140 You did not address this in your response NV concern is the vinyl cover on the roof insulation that normally goes into structures with metal roofs It must have a class III flame spread rating Item 177 I will need the specification and details on the special exhaust system for operating engines Lems 7, 9, 12, 179 If you plan to sprinkle the building, as it appears from your response, the Clallam County Fire Marshal will have to approve the sprinkler system cc Gary St Luise, Fire Mardral Pending File CLALLAM COUNTY DEPARTMENT OF CQMMUNITY DEVELOPMENT CLALLAM COUNTY COURTHOUSE 223 EAST FOURTH STREET PORT ANGELES, WASHINGTON 98362 3098 (206) 452 783I SCAN 575-1321 r Client Project ;r. Contractor Project No FIELD DATA Source of Material Location Sampled LABORATORY DATA ?'.�xim.am Densi, Dry Pptimum Moisture Soil Type Color Client P -5197 and gravel /traces of Test Specifications Cylinder Hauer Drops Layers Blows/Layer Technician 6 10 lbs 18 vs 5 56 WESTERN TESTING LABORATORIES INC 'Serving as`, -o PC/ Box 6005 Olyrnpta NA A\ ;e5C2 Otympie T•corne Mt V'e 357.4650 922 -0852 424 742D Port Angeles Bremerton 479 -6867 MAXIKJM DENSITY- OPTI?IIS?9 MOISTURE DE- EPY'NATION Lincoln Welding Lincoln W e l d i n g Bldg 1802 Tumwater Truck Route D Smith Report No 1 Native New addition 133 4 79 P C F Brown silty sand clay ASTM D 1557 CD) X i Da e Sa=J led 2 -7 -86 Tes P -1 MOtSIMa, Z OF i)fY V. R lIT VsPenc Sot' Test s' Cor< -et.t Tes¢ ^g Testing Sste lnvGYhgatc^ C orc eie sne Asprah Coring M /tom _.�aia as i a..', as ./l• ..a ..1.. ,r. 111111111111•1111111111111 1111 ..�s..� .....:1 3::. fling In11111narli ■.t.1u0 laI■ ■.n�.� 1:11:411 .�i *i m. .r... i Aiil.•.a, :u: r 11111.111111111111111111 as RCM ■U U1R .t..l 111811111111 MIN 111 1.1. =a�r.>• Olin 129 ■i if+.11w sit arr>fa.r.a .aa .>Rot a..a 111111111a NUM ma 1111181111111§111111111 1111111111 aIU ■1011.■ 11111111111M11111111111 IIIIIIIIIIIIIIIIIES IMO 111,811111111111111111111110 MN .N'.U..t /.1. .u.. IOU ■UUII ■l1 l•1 %$fit $Ri. 11111111111211111111111111111111111111111 11.111111111111111111111111•1111111111111 MN a..a$ 1.■ 131 12 7 i 12 CLIENT PROJECT WEATHER CONTRACTOR Client Lincoln Welding Partly cloudy FIELD INSPECTION REPORT WESTERN TESTING LABORATORIES, INC. 'Serving Western Washington Olympia Tacoma Mt. Vernon 357 -4650 922 -0852 4247420 Port Angeles /Bremerton 479 -6867 Lincoln Welding Bldg 1802 Truck route depth Both tests conformed to 95% of the maximum density See todays in -place density test report for the results of tests DATE OF INSPECTION REPORT NO PROJECT NO L' Ff I arrived on the jobsite at 1230 to perform in -place density tests I performed two density at random locations Tests were performed in test holes at a 6' D Smith INSPECTOR Construction Inspection Soil, Asphalt and Concrete Testing Site Investigation Concrete and Asphalt Coring Agricultural Testing 2 -6 -86 1 P -5197 REMARKS WESTERN TESTING LABORATORIES, INC. 4091 West State Hwy 3, Bremerton, WA 98312 (206) 4/9 -686/ CLIENT Lincoln Welding PROJECT Lincoln Welding Blda 1802 Tumwater Truck Rt. CONTRACTOR Client IN -PLACE DENSITY TEST METHOD ASTM D 1556 CONFORMS PACE 1 or REPORT NO 7 DATE 2 -6 -86 PROJECT NO P -5197 TECHNICIAN D. Smith MAXIMUM DENSITY TEST METHOD' ASTM D 1557 Middle 137 5 129 0 6 5 96 7 i TEST ELEV LOCATION LAB FIELD OFNSITY PER- LAB CURVE PER- COMPACT No CURVE LBS CU FT CENT VALUES CENT 'ION NO WET DRY MOIST- DRY'WT OPTIMUM COM- REQ New addition /CF (WATER PACT 1 -6' Westend P -1 135 0 127 1 6 2 133 4 7 9. 95.2 95% To A l/U(UIiki LLJeC f p Z 7 u 44• 20 -k- fite PNAT AT Xo S 6-41 7� z Item ML5 -N72 ©Wheeler Group Inc. 1982 cg- Afl C R.pTY r2 22'a ''T 47A E'Sic':s" PORT ANGELS, C•4S1- f( TON a`83S2 452 n I SUBJECT J71,4.yl) tomt" U i t) C`)"6":7-1 DATE re(0 I rAct-1 Ls A_ toN ph-(✓ /2-facceP 0N-) LIST i ST Fci r2 T ri-- 0 APO/ u,r`.) TCD 1 LA A- S H-0 P 77-fie 7 S p r l 117-1- t i 1q EC u �(o r pc.-s rtH G T7 %t S /`i�"(> P- 5 ul1M t 7 r i F C t u A t- L (1 t t o +v t Owner Job Address 19 1. City P0(CV Gatr..5 State 1) Total Allowable Floor Area Basis for Increase No,.J !o t v!;'1J COMMENTS OR ASSUMPTIONS Correct,cns checked below are to be made on plans before permit is issued. The approval of plans and specifications does not permit the violation of any section of the Building Code or other ordinar(ce or state law. 2 5. Based on 1982 Edition of the Uniform Building Code JU(ISUR,nVt Ur GENERAL Valuation should be tot Submit fully dimensioned plot plan. Give all dimensions on plot plan. AREA LIMITATIONS AND GENERAL OCCUPANCY REQUIREMENTS kr S 10 o Sq Ft. Show job address on plans. 0 1(j X 3. Give name of person responsible for plans. 6. Ground elevations should be shown at corners of the building and at changes in ground slope. The ground elevations should be taken at the lowest point between the exterior wall and a point 5 feet out or at the property line, if closer. Where the exterior wall is parallel to and within 5 feet of a public sidewalk, alley or other public way, the ground elevations should be the elevation of the public way The number of stories in this building cannot be determined until these data are furnished. The total floor area is limited to 5 f (XD square feet. Sections 505 and 506. Unobstructed yards of feet should be maintained on tides j of the building for area purposes. Section 506. r 9. Provide details to show that -hour area separa- tidn walls will comply with Section 505 (e). I (a) Extend vertically from the foundation to a point 30 X inches above the roof x� ,,/y,� (b) Total width of all openings limited to 25 percent of Il the wall length in the story under consideration r 2 ve r V All openings protected with fire assemblies having a W'A W f fire- resistive rating of one and one -half (three) hours. (d) Ducts through area separation walls should be w 1 avoided If allowed, duct penetrations should be pro r; tested as required in Section 4306 (j). GENERAL PLAN CORRECTION LiST of Sheet No. 1 of 6 Sheets Plan Check No I L b- Valuation Use RA-t- ettekcittl i 4 Type of Construction Stories Floor Area. Floor (Max.) Floor (Total) Occupant Load Occupancy Classification S ktSTtrJro 97004 nf 2 �3r�o -42- i- •tls nNto 3 f3T Sq. Ft. Sq Ft 10. A fire resistive occupancy separation in conformance with Table No. 5 -B and Section 503 is required between the I -hour) flour) -hour) 11 Horizontal occupancy separations should be supported with a structural system having equivalent fire resistive protection. Section 503 (b). 12. The building is limited to I stories 6K- I I 4 O feet in height) as a Type �1 st(ucture. Section 507 and Table No. 5 -0 13 i A room. in which a water closet is located should be 7 separated from food preparation or storage rooms by a tight-fitting door. Section 510 (a). TYPE OF CONSTRUCTION 14 e" Roof coverings should he fire retardant. Sections 1704 X and 3202 (b). Details or specifications complying with Section 3203 (e) are required. 1' Exterior (ciaelet) wafts within 2 feet of property tine should he of i -hour construction. Section 7 03 (a). 16. Openings in exterior (court) walls within feet of property lines should he protected with three fourths -hour fire assemblies. Section 03 (b). 17,, Usable space under the first floor except in Groups R. L Division 3 and M Occupancies should be enclosed as required in Section 1703. 1 Fire- resistive construction for structural frame elements in the exterior watts should comply with Footnote No. 1 of Table' No. 17 -A and Section See Section 1702 for definition of structural frame. J s ul� K 20 30 ,Wood stripping or suspended wood systems for gyp- sum board, lath and plaster and similar ceilings should be not less than 2 -inch nominal thickness. Section 4704 (b). [Section 4703 (b) for wall stripping.] walls as specified in Section 1707 (a). Enclosures for floor openings should comply with Table No. 17 -A. Section 1706. Details should be provided to clearly indicate this. Structural members carrying masonry or concrete walls in buildings over one story in height should be protected with minimum one -hour fire protection. Section 1708. Nonabsorbent finish and backing for toilet room walls and floor should conform with Section 510 (b). 23., Shower stall walls should be finished with a hard, non- absorbent surface to a height of 70 inches above the drain inlet. Section 510 (b). Doors and panels of shower and bathtub enclosure should comply with Section 5406 (d) 5. 7 Parapet walls not less than inches in height are required. Section 1709. 26 Eave overhangs and similar architectural projections should comply with Section 1710. Projections beyond the exterior wall should conform .27 with the less restrictive of the following: (a) A point one -third the distance to the property line from an exterior wall. Section 504 (b). (b) A point one -third the distance from an assumed vertical plane located where fire- resistive protection of openings is first required due to location of proper- ty. Section 504 (b). 22 Envelope ceilings should satisfy the following condi- tions [Section 4303 (b) 6]: (a) Should not be used to provide fire protection beams and girders supporting more than one floor. (b) Columns should be individually fire protected. (c) Duct and other openings are limited to 100 square inches in each 100 square feet of ceiling area. (d) Duct openings should be protected with approved fire dampers. (e) Electrical outlet boxes should be of steel and not greater than 16 square inches in area. 29 Gypsum board, lath and plaster and similar ceilings in conjunction with fire resistive assemblies should be supported at intervals not exceeding 16 inches. Items 20 through 25, Table No. 43 -C. 31 Final partition layouts and details should be submitted prior to installation to justify compliance with occupan- cy, fire- resistive, structural and exit requirements. 3?/ Justifying test data in conformance with Section 105 or an ICBO research report is required for Rooms in which rubbish (linen) chutes terminate should be separated from the remainder of the building with a one -hour occupancy separation. Section 1706 (c). 34 Openings into rubbish and linen chutes and terminal rooms should not be located in exit corridors or stair- ways. Section 1706 (c). Sheet No. 2 of 6 Sheets Group A 35. -3 Occupancies should be of one -hour fire- resistive c. struction if located in a basement or above the first sto Section 602 (b). 36. A -2.1 •ccupancies with an occupant load of 1000 or more s ould be in Type I, II-F.R. II One -hour, Ill One hour or V buildings, except that the roof framing system for one -s ry portions of buildings of Type II One -hour or Type III 0 e -Dour construction may be of unprotected construclio when such roof framing system is open to the room an does not contain concealed spaces. Sec lion 602. 37 Group A assem ly rooms having an occupant load of 1000 or more s' all not be located in the basement unless the basem, nt is located in a building of Type I or II-ER. construction. Section 602 (b). The main entrance: should front direct upon, or have a 20 -foot -wide access to, a public -treet at least 20 feet in width. Section 603. 38. 39 A one -hour fire resistive required between the boiler where the largest pieces of fu 400.000 Btu per hour inpu' and Section 608. 40. Exterior openings for rooms containin a boiler or cen- tral heating plant >hould be protect d with three fourths -hour fire- resistive assemblies t at are fixed automatic or self closing if located below penings in another story or if less than 10 feet from oth r doors or windows in the same building. Section 608. N Light and ventilation shoo u q comply with Section 605 Group F cupancy separation is central heating plant equipment exceeds rest of the building. 41 At os' heric separations should comply with Section 802 42. Use of r oms should be clarified Note that rooms in Divisions and 2 Occupancies used for day -care pur poses and r ms used for kindergarten, first or second grade pupils d Di"ision 3 Occupancies cannot be located above.t first story. Section 802 (c). 43. Special- hazard roo should be separated from other portions of the buildip )y not less than a one -hour fire resistive occupancy sep ation. Section 802 (d). 44. One required exit should fro, t directly upon, or have a 20- foot -wide access td, a puhli street at least 20 feet in width: Section 803 45. Sanitary facilities should be provict in accordance with Section 805. 46 Light and ventilation shouldcomply with Se k 805. 47 A one hour fire- resistive occupancy separation is required between the boiler or central heating plant where the largest piece of fuel equipment exceeds 400,000 Btu per hour input and the rest of the building. Section 808. Group I 48. Group- fxDivision 1 Occupancies should be of Type I or Type 11 -F13. construction unless complying with the Exception ii 1002 (b). 49 Group f, Division 1 oor -2 Occupancies should be of one hour fire resistive construction. Table No. 5 -C 50 Light and ventilation should comply with Section 1005. 51 A one -ho fire resistive occupancy separation is required ben een the boiler or central heating plant where the lar es piece of fuel equipment exceeds 400 000 Btu pe hour input and the rest of the building. Section 1008. 52. Exterior openings for oms containing a boiler or cen- tral heating plant sh Id be protected with three fourths -hour fire- resistivc. assemblies that are fixed automatic or self closing if ocated below openings in another story or if less than 10 feet from other doors or windows in the same building Section 1008. Group B 53. Motor vehicle service stations should be of noncombus- tible, fire retardant treated wood or one -hour fire- resis- tive construction. Section 702 (b). 54 Storage areas in e'Y*ess of 1000 square feet in connec tion with wholesale q retail sales should be separated from the public areas 'by a one -hour fire resistive occu- pancy separation unl ss the building is equipped throughout with an auto tic sprinkler system. Section 702 (b). 55. Light and ventilation should comply with Section 705 56. Exhaust ventilation at or near floor level is required by Section 705. 57 A one -hour fire- resistive occupancy separation is required between a boiler room or central by ting plant where the largest piece of fuel equipment ceeds 400,000 Btu per hour input and the rest of the butt ng. Section 708. 64 65 66 Group R 58. A Group R, Division 1 Occupancy more than two stories in heigi t or having more than 3000 square feet above the first story should be of one -hour fire resistive con struction throughout except as provided in Section 1705 (b) 2. Section 1202 (b). 59 The following rooms should have exterior glazed open- ings for natilrl light (openable exterior openings for natural ventilation) as specified in Section 1205 (a). 60. Mechanical ventilating system in bathrooms should provide five air changes per hour directly to the outside Section 1205 (a). 61 Exterior openings from should not be considered as furnishing regired light or ventilation since they do not open to a yard, court or street in accordance with Section 1205 62. Courts bounded on four sides vtiti va: s should be at least 10 feet in length. For courts mo a than two stones in height, the required width should be by 1 foot and the required length by 2 feet for each additional story. Section 1206 (c). 63 Every sleeping room below the fourth floor should have at least one window or exterior door approved ibr emer gency exit or rescue Section 1204 room should have the minimum ceiling height required in Section 1207 (a). room should have a minimum floor area of square feet. Section.1207 (b). Efficiency dwelling units should' comply with Section 1208 t 0 111 Sheet No. 3 of 6 Sheets 67 A one hour fire resistive occupancy separatior is required between the following rooms and the rest of the building: (a) Storage or laundry rooms that are within a Group R, Div lion '1 Occupancy that are used in common by tend ts. Section 1202 (b). (b) Roo s containing a boiler or central heating plant in a Gro p R, Division 1 Occupancy except where such r oms contain equipment serving only one dwelling rnit. Section 1212 6B. Every dwelling unit and guest room should have com- fort heating facil ties as pecified in Section 1211 69. Every dwelling unit nd every guest room in a hotel or lodging house used- r sleeping purposes shall be pro- vided with smoke de .ctors conforming with U E' C Standard No 43 -6 A smoke detector should be installed in the basemen of dwelling units having a stairway which opens from Ike basement into the dwell- ing. Such detector should be connected to a :ouncfing device or other detector to'providn an alarm wluch.will be audible in the sleeping area. Section 1210 (a). 70. Group 1 t Division 1 Occupancies are limited to 1000 (3000) scare feet in floor area and one story in height. Section 1112. 71 72. 73. An occupant load sign is. required in classrooms assembly areas. etc. having an occupant load ul more than 50. Section 3302 (c). See 74 Conforming exits are required from the areas below as specified in Section 3303 (a). ______A2M0 c it 0 75. Exit should have a minimum separation of one -half the maximum overall diagonal of the building or area served. Section 3303 (c) 76 No point in the building should be more than 150 (200) feet from an exterior exit, horizontal exit. enclosed stair way or exit passageway, measured in the direction of travel. Section 3303 (d) 77 Exit door should swing in the direction of egress. Sec Lion 3304 (b). See door 78 Double- acting doors shall not be used as exits in the following locations Section 3304 (h) Group M Garages shou not open directly into a room used trim sleeping purposes Section 1104 An approved nonco, hus•ib!e material or asphaltic pav- ing material is requa t garage floor surfaces. Sec lion 1105. EXIT REQUIREMENTS 79 Exit doors should be openable from the inside without the use of a key, special knowledge or effort. Section 3304 (c). Note also that flush bolts or surface bolts are prohibited. 80 Exit doors should be a minimum size of 3 feet x 6 feet 8 inches with a door capable of opening 90 degrees Section 3304 (e) D 81 The net dimension (clear width) at doorways should be used in determining exit widths required by Section 3303 (b). Section 3304 (e). In consideration of door thicknesses. panic hardware, door swing, etc. the required exit widths have not been furnished. See door 82. A floor or landing not more than V2 inch below the threshold is required on each side of an exit door. Sec lion 3304 (h). 83. Doors should not project more than 7 inches into the required corridor width when fully opened or more than one half into the required corridor width when in any position. Section 3305 (d) 84 Revolving (sliding) (overhead) doors are not permitted as exit doors. Section 3304 (g). 85.i Exiting through another room does not comply, except as provided for in Section 3303 (e). 8 Corridors should have a minimum width of 44 (36) Inches. Section 3305 (b). 87 Corridors serving nonambulatory persons should have an 8 -foot minimum width. Section 3321 (c). Dead ends of corridors and exit balconies are limited to 20 feet. Section 3305 (e). 9 Walls and ceilings of corridors should be of one -hour fire- resistive construction. Section 3305 (g). An archi- tectural section through the corridor is necessary to determine how this is accomplished. 90. Exterior exit balconies cannot project into an area where protected openings are required due to location on property. Section 3305 (i) 91/ Interior openings into corridors should be protected as specified in Section 3305 (h). 92. Stairway should have a minimum width of inches. Handrails should not project more than 31/2 inches into the required width on each side. Trim should not project more than 1 h inches into required width on each side. Section 3306 (b). 93. Risers on stairways should not exceed 71/2 inches and runs should not be less than 10 inches. Section 3306 (c). 94 Landings on stairways should have a dimension in the direction of travel equal to the width of the stairway but need not exceed 4 feet for stairs having a straight run. Section 3306 (g). A dooring swinging over a landing shall not reduce the width of the landing to less than one half its required width at any position in its swing nor by more than 7 inches when fully open. Section 3306 (g). 96. Basement portion of stairways should have an approved barrier where continuous to upper floors in an exit enclosure. Section 3306 (h). 97 Vertical distances between stairway landings are lim- ited to 12 feet. Section 3306 (i). 98. Handrails should be placed not less than 30 inches nor more than 34 inches above the tread. Section 3306 (j). Two handrails are required where stairways exceed 44 inches in width. 99f Guardrails for stairs, balconies and landings should conform with Section 1711 Note that maximum clear ante between intermediate rails is 6 inches. Sheet No. 4 of 6 Sheets 11C. Main and side exits in conformance with Section 3317 are required for Group A, Division 2 (2.1) (3) Occupan- cies Section 3318 (a). 11 Corridors of Group E Occupancies should have a width required by Section 3302 plus 2 feet, but not less than 6 feet. Section 3319 (e). 100. Openings in exterior walls below or within 10 feet of 7 exterior stairways should be protected with self closing three fourths -hour fire resistive assemblies Section 3306 (I). 101 Enclosed usable space under interior stairways should be protected on the enclosed side as required for one hour fire resistive construction. Section 3306 (m). 102 105 Noncornbustibfe exterior stairs are required. Section 3306 (n). Exterior stairs should not project into an area (yards or courts) where wall openings must be protected Section 3306 (n). One stairway should extend to the roof. Section 3306 Six -foot 6 -inch minimum headroom clearance for stair ways should be indicated on plans. Section 3306 (p). Note that this is from a plane tangent to the stairway tread nosing s. 17 r Ramp slopes should not exceed one foot in feet. Section 3307 (c). 1 Surface of ramps should be roughened or of a nonslip 07 r material. Section 3307 (9). 108 Stairways should be enclosed as specified in Section 3309 (a) One (two) -hour fire resistive walls are required. (b) Only exit doors are allowed to open into exit enclosures. (c) Doors should be labeled one (one and one- haff)- hour fire assemblies. (d) Exit enclosures should include a corridor on the ground floor extending to the exterior. Fire resistive construction should be as required for the exit enclo- sure, including protected openings. Only exit doors are permitted to open into the corridor (e) An approved barrier is required at the ground floor to prevent people from accidentally continuing to the lower level. (f) Usable space is not allowed under the stairs. 1( All required exits from the building should be srnoke- f proof enclosures complying with Section 3310. 113. /Openings into exit courts less than 10 feet wide should be protected with labeled 45- minute fire assemblies. Section 3311 (d). Also see exit court' definition in Section 3301 (b). Openings more than 10 feet above the court floor are exempt. 111 y No openings other than required exits are permitted in exit passageways. The passageways should be of -hour fire- resistive construction. Section 3312 (a). 112. Exit illumination and signs should be provided in con forrnance with Sections 3313 and 3314 11 e Aisle (cross aisle) in auditorium should have a minimum width of Section 3315 (b). Section 3315 (e). 4 1141 F'anic hardware is required on exit doors serving Group A Occupancies. Sections 3317 (d) and 3318 (a). In lieu of this, doors shall have no locks or latches. :1 emus..+ ri r!'.-._ w. t- s,-, 1•••., r +.7 SF,x•.+..,..•t Ides 118 Exit a Gr width 119 Every r.om with an occupant load exceeding 300 in a Group E Occupancy should have one of its exits into a separate xit system. Section 3319 (b). 120 When thres or more exits are required in a Group E Occupancy o more than two required exits should exit into the sam exit system. Section 3319 (b). 121 In a Group E cupancy no point in a room should be more than 75 fe-t to an exit corridor, enclosed stairway or exterior of the itding. Section 3319 (c). 122. Exiting through adjoi ing rooms in a Group E Occupan- cy should comply with Section 3319 (d). 123. Panic hardware is requir d on exit doors serving rooms containing more than 50 ccuparits and in corridors of Group E Occupancies. Se tion 3319 (j). 124 All required exterior exit doo rn a Group I Occupancy shall open in direction of exit t vet. Section 3321 (a). 125. Doors from bedrooms and Lards of Group I Occupan- cies and all exit openings wh re nonambufatory patients are housed should have a r nimum clear width of 44 inches. No projections in this dth are allowed. Section 3321 (b). 126. Panic hardware is required on exit doors se�rving more than 50 occupants in Group I Occupancies uhless there is no latch or lock. Section 3321 (1). FLOOR, ROOF CONSTRUCTION, COVERING, SKYLIGHTS, ROOF STRUCTURES 127 Draftstopping as specified in Section 2516 (f) 4 A shall be provided within a concealed floor- ceiling assembly formed of combustible construction. 12 Roof drainage should be conducted under the public sidewalk. Section 3207 (e). Group E Occupancies should have no less than two exit sta rs. Section 3319 (9). Lairs serving an occupant load of more than 100 in up E Occupancy should have a minimum clear .f 5 feet. Section 3319 (g). Draftstopping as specified in Section 2516 (1) 4 B shall be provided within attics, mansards, overhangs and similar concealed spaces formed of combustible construction. Overflow drains having the same size asroof drains and on independent drain lines are required. In lieu of this, overflow scuppers three times the size of roof drains should be installed in parapet walls. Overflow system- should have inlets located 2 inches above the low points of the roof. Section 3207 (c). a 131/ The aggregate area of penthouses and other roof struc l tures cannot exceed 331/2 percent of the supporting roof area. Section 3601(b). AUTOMATIC SPRINKLER SYSTEM 132. An approved automatic sprinkler system in the is required. Section 3802. This includes blind l spaces enclosed wholly or partly by combustible construction. Class I standpipes are required in buildings four or more stories in height. Table No. 38 -A. Class II standpipes are required as specified in Table No 38 -A. Sheet No. 5 of 6 Sheets I '71 150 feet in height. Table No. 38 -A. yn on,.CCUI 136 r Buildings six stories or more in height should be pro vided with not less than one standpipe during con- struction. Section 3806 (b). 137 Automatic sprinkler system plans should be submitted to determine compliance with applicable building plumbing and fire codes. FIREPLACES AND CHIMNEYS 138. Chimneys bould comply with Sections 3703, 3704 3705 and 37 6. 139. Firepaces and`ltiarbecues should comply with Section 3707 FINISH WORM 140 The interior wall and ceiling finishes should he specified and comply with Table No 42 -B and Section 4203 14 Gypsum wallboard (interior lath and plaster) cannot be installed on weather exposed surfaces. Sections 4705 4711 See Section 424 for definition of weather exposed surface_ 14 Skylights should comply with Chapter 34 Plastic sky- lights are allowed only under conditions specified in Section 5207 143,! Glass and glazing should comply with Chapter r .4 Type 7 and thickness of glass should he specified. 147 Glass and glazing subject to human impact should comply with Section 5406. STRUCTURAL 14;x! Special inspection in conformance with Section 306 is ss required. 146 Soil classifiratinn in conformance with Table No. 29 -B and pounds per square foot soil bearing value used in design should be specified on plans. Section 2905. 147 The foundation investigation report mentioned in plans was not included in data forwarded to Lis. It should be submitted for review. 148, All masonry or concrete elements resisting seismic forces should qualify as reinforced elements. Section y 2312 (j) 2 B. 149 Precast concrete wall panels should be justified for compliance with Section 2616 (c). 150,' Wood members may support loads from masonry or concrete only under the conditions specified in Section 251' (a). 151 Structural calculations should be submitted to justify the adequacy of the structural system in resisting seis- mic and wind toads, and supporting dead and live loads This includes foundations. 152. Justifyyi�n alc atios and details hou d bprov'd for Ho ow ST>ltRi� 2 ee l7Zu-�S ed 1cm As (36A -wit 1,a/3 Roofs shall he designed for snow loads of pounds per square foot. Section 230' (d). 2 '0 n A Date t• 4' 154 r REVISED 1482 The roof should be designed for uplift wind pressures with due consideration for lateral support of compres- sion flanges of flexural members. 155/ Floor load stioutd consider a 20- pound -per- square -foot 17 155.i Marquees (residential balconies) should be designed for a 60- pound -per square -foot live toad. Table No. 23- A. 157. Garages for the storage of private pleasure cars should be designed for a minimum 2000 -pound wheel load. Section 2304 (c). tfa3' Live load reductions should comply with Section 2306. 159 Glued- laminated lumber should be fabricated in accor- dance with Section 2511 (f). 16 Allowable stress in glued- laminated members over 12 inches in depth should consider a depth reduction lac tor. Section 2511 (d) 5. 15. 64' Additional Corrections: partition toad. Section 2304 (d). Bolted Connections exposed to the weather are limited to 75 percent of the allowable load under protected conditions. Where always wet, the allowable toad shalt be 67 percent of the allowabte load under protected conditions. U.B.0 Standard No. 25 -17 Table No. 25=17 S. Anchorage of concrete and masonry walls should com- ply with Section 2310. Plywood grades should conform with Table No 25 -B. Justification is required that sufficient slope or camber is available to assure adequate root drainage after long- time deflections. In lieu of this, roofs must be designed for possible pending of water. Section 2305 (f). Details on stressing method and hardware along with justifying data are required on prestressed concrete work. This data should be submitted and approved prior to ordering of material. Note that all tendons should comply with Section 4303 (c) 3 for fire resistive purposes. P c't --e'— cik r•s f s- 115 PAO.0 uo' 5) .o(2— .01u✓et∎lsl ''20 FA'tST1ti5 i31.06 r.7 vok 60-k-L0 SPRtK 74-iS r3kt�Icvt t) x107 /'l E Ta Y/2oitr0c. "n+E Two A— S- Arel rt-oi3 L t- 015ec4ss N J To 560t,,.) 5TT- tk.ceTL4 w r f_c- Checked by Date Sheet No.6 of 6 Sheets 166. Wetorng aara or oery „y fur yIUUl uecr:nng used as a diaphragm should be provided. Information should comply with a specific ICBO research report or test data submitted in compliance with Section 105. 167 Details sftoutd he provided on (floor) diaphragm connections that indicate how. shears are trans- ferred to vertical shear- resisting elements. Connections should be justified with structural calculations for com- pliance with allowable values. 16a. Nailing for gypsum board (lath, sheathing board) used structurally on shear watts should be specified to com- ply with Tabto No. 47 -1. 0 169! Shear walls utilizing gypsum board (lath, sheathing board) cannot be used to resist toads imposed by masonry or concrete walls. Footnote 1 Table No. 47 -I. I 70:' Railings should be designed to withstand a 20- (50 t pound -per, foot horizontal force. Table No. 23 -B. 171 Ceiling framing should be designed for a five Toad of not less than 10 (20) pound? per square foot. Table No. 23- B. 17: I These sheets area part of the plans and shall remain attached thereto. Corrections above indicated will be complied with. Rechecked and approvers (sign Here) Interior partitions should be justified structurally for strength. and deflection criteria specified in Section 2309 (b). should comply with a specific !CBO research report or justifying test data shourd be submitted in compliance with Se .t on 105. 17 Plans stro r d indicate that foundations extend below the frost line. Provide complete specifications in conformance with the design for Q (Signnat APPI;cant) U Date 16 FIEVISED r 71 165 1 I Rechecked and approvers writ, duo CO, c..••••. 5 -rl (ranges of flexural members. 'p load shoutd consider a 20- pound- per square -tool partition load. Section 2304 (d). 155 Marquees (residential balconies) should be designed for a 60- pound -per square -foot live load. Table No. 23- f A. Garages for the storage of private pleasure cars should be designed for a minimum 2000 -pound wheel load. Section 2304 (c). Live load reductions should comply with Section 2306. 159 Glued- laminated lumber should be fabricated in accor- dance with Section 2511 (f). Additional Corrections: j /1: IJ V l i ,•r J CA �tf�3. Oita tr L t7 6 f G t j mac' &e.e--7?/-e4. cX ae/r to ordering of material- NO' rnar air -rer comply with Section 4303 (c) 3 for fire resistive purposes. 6 Sheet No. 6 of 6 She-e4) comply with a specmc turn? researcn report or test data submitted in compliance with Section 105. 167 Details should be provided on r/ oof/' (floor) diaphragm connections that indicate t+ovNhe shear are 1r .ns- forted to vertical shear- resisting etemonts. Connections should be justified with structural calculations for com- pliance with altovable values. 163.. l to ign 14e-e) Checked by Delp Nailing for gypsum board (lath, sheathing board) used structurally on shear walls should be specified to corn- ply ply with Tab:e No. 47 -t. 169( Shear walls utilizing gypsum board (lath. sheathing board) cannot he used to resist loads irnpo'sed by masonry or concrete walls. Footnote 1 Table No. 47 -1. 1 70: f Railings should be designed to withstand a 20- (50 pound -per. foot horizontal force. Table No. 23-B 1711/ Ceiling framing should he designed for a five: toad of not less than 10 (20) pounds per square toot Tab!: No. 23- B. 1, 17 17 flans stir. •l.d indicate that foundations extend below the frost line. f NP t p eg vi C 5P D/6 ,-s 2 Sic' 9oS Interior partitions should be justified structurally for strength and deflection criteria specified in -ctron 2309 (b). should comply with a specific 1GBO research report or justifying te,t data should be submitted in compliance with Se -try n 105. Provide complete specifications in conformance with the design for These sheets are a part of the plans and shall remain attached thereto. Corrections rs above indicated w:7-1 be complied with. (Sign MUM. Owner f r) V t r Response to Plan check dated 1/27/86 0 Dick W Ebeling 6 5 Now shown 7,9,12,179 This has been cleared with the local fire marshal Interior walls would make the crane inoperable 0 1:15 South end wall is now a one hour wall with parapet 61L16 No eave overhangs on new addition vk 31 No interior partitions 01 ,,,,,74 75 76 An exit has been added to the SW corner of the new addition, the max- imum possible distance from the existing door No point is more than 150 feet from a door 0/77 The swing will be reversed on the existing exit 616,79 The doors operate from the inside without a key 01t.80 Both man doors are 3 -0x 6 -8 01 82 Landings are called for tbkk 84 Both exits are standard swing doors (,,112 Exit lights will be placed over both the new and existing doors 0 1v146 Maximum soil pressure used is 1000 psf 6k-151 Calculations are enclosed Seismic is not critical for this light struc- ture Crane load does not have to be combined with either wind or seismic loads &''152 Holddowns have been shown to be added to the existing building trusses as well as the new trusses 01L 167 Roof is not used as a diaphram -each bent is stabilized laterally by fix- ity at the base Longitudinal loads are taken primarily by fixity combined with the diagonal roof strapping carrying the remainder of the load to the side wall columns /G' 1 Calculations are enclosed based_ on th_e�__crane loads provided 177) Electric lights and special exhaust_system for operating engines) are on separate contract and not included in these plans 0-1.-78 One floor plan odf the existing building is enclosed c_ 7 6 Q iv V /(t l D a v% p G.eA ofkkAA (O r 'ti.) ‘2 (19 I I 1 Ce p (P S f! t M (U t 7 2- 4 I� Ge 4 I 17„/„,40 CEZ) 14 tb,ti-2- 3 1 Ile 1 1- F(h) 1(33 (1 GI^If_. r r rz r_c ttO4cor �P 1 a 074 lb 1, tA 1ay0 11�( II 9 4 110 O ),f c(6,, 2 :'1' C 1:: 1-1 Pn (r G r r n./ 1' 9" 3 72D r tom-^ C 4 X 1 t~' 1, .e A+IJ`1J �'"�j1 1 r �s� 2- zG--T d DID, i r r7FteNG CON --"I LT' G STS_ L c. G'NEER O ;€2 14. o(- Gl<- i .c� d9e CZ)C► �f G^x 12 4 5 144- (0 2 e (/l 27 (edyt-4e ;t'Ev 17 (1 60) 1 7 r.' Ll ie.9c t 4 Wt 1h1.6 ;r ,G f 1-• DI r7N7 i4 I I714 4 e to 7 2 '7 7 -0 17/ f)0 5) U.0,q4e 07 11'1 C D IC vc L 1"-IG CDNtJLTt 3 ST C At ENG IN EER c3:7-t 0 3 G 72:1` .31...; 0 RD POE 7 -0765 7 F •Ep eL.e. 2- ce'e 4 I C X 1,ev•„e4 -5 (1 s MT 2-11„7 -.6 7 ..-...,..e"-rd.... y c ,7 1 r 1 3 P w L --7-4t, .,.,,,1 1--1 Iv:Cr-1 PODN _)74 T e =j TZ v i2 i I7,U I ►,t)= 2.14 1�A y_ 12 "f 2 z 4 11 _G) 104 r "T 12� 12 4 1 it `'i'l; f a 7/ i C -Z) S),-.' r "14?-,.. `L if' 72 -217 1 7, .472(( p- -fir IG �u 2�� 7iC Rli r v 2 G 2 V/ -1 2 �Y.f r 4�WQ�r( r 'V■. c qtr Y1 s O.) v (4 7 C 2 A DAY 2C 12" (?-e) 2-11;5 27C� 56) CO del S �U( E GINEER ZD 4'- 2 4 JAr1G- h 10 t� l� 27<c 24 t�l MCc)(. N A L.,t..D(t\t. F D T'4 DICK E' 3E hi -1G Gr r 1 L i v3 cL LA_ P (o rx; c =-7 S p 1-F 47,4e \„1„ (15'0)66) 1 .d7 I j 7 `i'e y� 1 ;444i c o 2 I v 7 S C Yci� UPu T pl►ra- Ktp ,r >rc I f[7(1 2.35 vim 2 S -5 1 g, p vtv ('4,+ Wle--eI It 4 t 14 O L vi /o 'Us2!�a i;F ic�'rJ 1 2• R 2 e' tb 1 7 )0e,.)(=';o) 1.1g- Is.2' V G 6 t /til,,, c x 2067 I t t *(,7 4x [2_ 24,k7(IZ)(`(z) 11601 (t,(,) 2*,47 3 5 7 1 ezp),=--- s4Ctz) -2,--76.0 i F. i N G Z 7� V 4,5 C r ls� v- v ;d, vki e r s L 12- CI s,?.) 1 t. (F4re.ii.:4 (4)2 -x: 5 -0795 1 ,e 1.77'2 1Q tea.) C. J T` SAL E :3INEER 11570 3 f 7 7 j7, e 14S,7. Ltt oc u +i f t\t6 y} P r'7 I�P.3a¢ off EL T 1 11 1 .1 i L r LI -11 T 1. 1. 1. r 1. .1 T C PC 1 1 K. 1 k; 4 T T -1- 1 1 T Fr T I' FT 1 F N E ER 735 I 1 I s-t 1 r/ I t T r FIcr T 1 4- CL PORT' 1: IcH 10 4 1- .4..__ 4 .r. i k ..1- '1. T I 1 F" J. .t. I. I :IF 1..., r 1 "IF EF: 1- I F 1. C H 1 I C I V! F 7 1 C: -;1__ I 1 1. FSI '.12A T N :I. EER FR r) IT f Z 9-0785 v0/ er r F T F iF Tr OF T /-7/(t /4F/ 1‘. t 1. V T 1 C-V-A r7.• 1 'TA A 1 1. 1 T T C C 04,---4e el 244 /Le ct 4- 7 r 41(4-1- if c./ t" a e,c q 0 0 0'• al, to J 510 boo 14 IP /LI (06 13 \__a------o-r5--e,r'r— t j, p--- 0 e---1--- L RE DRAINAGE CALCULATIONS SUBMITTED BY 611ZP IMtV OWNER I._,■f■ y el-C\1 6 The drainage calculations submitted have been reviewed The following comments apply COMMENTS OZ 1 vM�t�az \�C lL t2c.1T Runoff after development is within the allowable 10% increase No drainage plan is required 1t‘\ DATE j&& �3 k Runoff after development exceeds the allowable 10% increase A drainage plan, prepared by a licensed engineer, is required Insufficient information and /or errors require resub- mission of calculations Other 1 tINAGE CALCULATIONS FOR repared By 0wners Name RUNOFF BEFORE DEVELOPMENT 5 L6-1 For County Use Allo•able Runoff 101874 --r\&)= Wo Additional Runoff I I NI (.,t)L,Y4 Ntki&I 01701, .(Dc ON, Phone s Date Property Location Item Area f Area Rainfall Runoff Runoff (FT2) j (Acres) X Intensity X Factor R., 1 4 0 1 I X 8 C' x l) 7-1.0 i 4 1 x ,C x 7 i 0 r 0 .i 2 i. 7, X r",) 7 X 't o 55kt> tyn:r (r I ti• E354z. il x r: 3( 5 TOTAL RUNOFF I )-4 74, 322. RUNOFF AFTER DEVELOPMENT Item Area 1 Area Rainfall Runoff Runoff X X (FT j(Acres) Intensity Factor ut 1Dhi id i, v'snoc, i X X k7-J-I I kio 7 33 II 4 i 7 X X x x i al ?H f 1 I -1 c 2.1--"T;c2) I 1 .2 L..) c t: 1 i 6Z \r X, r' i 4 X r-' 74, 5Z.L. TOTAL RUNOFF f.1% 0(( X 1800 Attach a sketch of the development to this form Return this form with the-sketch to the County Building Department n -s- 3t r 4 nn, 1." NQP Q 'ic (24 3 c9 oft LO-411 "2 Lincoln Welding 1802 Tumwater Truck Route Port Angeles Washington 98362 Dear Sirs DICK W EBELING, INC Consulting Structural Engineers Suite H Grant Building 9370 SW Greenburg Rd. Portland, Oregon 97223 January 17, 1986 I have looked at the plans for your 1977 building to determine if the truss and columns can be used for a 60 x 71 foot addition to be put on now. With the addition of some bracing pieces for the wind load with the door open the trusses meet the present code A print is enclosed to show the struts between the trusses, the 2 x 12 on the bottom of the lower chord, and the added blocks between some of the web members. The trusses will be adeouate in hairs at ten foot centers. If the existing end wall framing is to be left in place the 2 x 12 end rafter must be doubled If there are any further questions, please call or write and we will try to answer them. Very truly yours Dick W Ebeling PE Phone 245.0785 6 THRU WALL FUSIBLE LINK ASSEMBLY IONIZATION DETECTORS PHOTO ELECTRIC SMOKE DETECTORS HEAT DETECTORS ELECTRO MAGNETIC RELEASES SLIDE BOLT LOCKS t0Enta Figure E2 PT O MS Ore: �..IF Governor regulated automatic closing through partial tension release and gravity actuation. Governor Fusible Link R S Rolling Fire Doors combine the durability security efficiency and space saving advantages of the Rolling Service Door with the added life and property saving benefits of automatic fire protection. Separates at 165° to &ctivate automatic closing system. Flame Baffle 1 Thermally released integral hood battle FULL WEATHERSTRIPPING NOW AVAILABLE. Consult Factory for Details. ELECTRO THERMAL RELEASES SPECIAL APPLICATION DETECTION AND RELEASE SYSTEMS BRACKET COVERS AUTOMATION CONTROLS AND ACCESSORIES KEYED FOOTPIECE LOCKS R S MANUFACTURING INC. P O Box 99 250 San Leandro Blvd San Leandro CA 94577 (415) 568 -8353 (800)221 -DOOR 1218 Allec St. Anaheim. CA 92805 (714) 535 -6046 X I I SLAT STYLES TYPE 20 (optional) Mounting Details on6ng, Mee Doom 2 TYPE 25 GENERAL. Rolling Fire Doors are manufactured in compliance with Underwriters Laboratories 3- Hour /Class A requirements and bear the U.L. Label or are fur nished with ai. Certificate of Compliance when over 120 square feet or ex ceed 12 feet in width or height, to a maximum width or height of 24 feet. MOUNTING: Interior face of wall mount is standard. OPERATION: Push -up operation for doors to 64 square feet (not exceeding 9 feet in width or 8 feet in height) and chain operation for all other doors is standard. Crank, motor or thru -wall operation is available. AUTOMATIC CLOSING: Construction includes an automatic closing device, ther mally activated by a 165 fusible link, with the closing speed regulated by a governor mechanism, operative only during automatic closing. CURTAIN: Interlocking steel slats are roll- formed from 20 gauge minimum galvanized coil. Both ends of every slat are fitted with continuous endlocks. Bot torn slat is reinforced by a footpiece, constructed of two steel angles, bolted back -to -back, with slotted holes to provide for heat expansion. GUIDES: Two angles form a curtain guide and are bolted to a continuous wall angle Structural steel angles are provided with slotted mounting and assembly holes as necessary to allow for heat expansion. SPECIFICATIONS Z 3 H 3 /4 MODEL DESIGNATION RFP Push -Up RFC Chain RFT Thru -wall chain RFA Awning Crank RFB Crank Box RFM Motor 24' 20 16' y 12' 2 HHU 89560 C B 8' WIDTH GUIDE DETAILS A I Standard Face Mount R/H operation as shown F SEE CHART BELOW BRACKETS: Steel plates are bolted to wall angles to support barrel and curtain and provide mounting for hood. BARREL. Steel pipe, not less than 6' diameter houses torsion spring assembly and provides mounting and support for curtain with minimal deflection. Springs and anchors are mounted on a continuous cold rolled steel shaft, with tension ad- justments made by means of a single tension wheel outside one bracket. HOOD: Galvanized steel sheet, 24 gauge minimum, is ribbed and reinforced with top and bottom flanges. Hood attaches to brackets and to wall and is provided with slotted holes as required for heat expansion. Construction includes a ther mally released integral flame baffle. LOCKING: Bar type chain lock on chain operated doors is standard. Slidebolt locks on push -up doors are furnished only when requested and are optional on all doors. All devices are suitable for padlocking. FINISH: Slats and hoods are pre- finished with baked on grey acrylic primer before forming. Other non galvanized parts are sprayed with one coat of rust in- hibitive grey primer *Governor mechanism not required on doors not exceeding 5 feet in height. Standard Clearance Requirements OPNG WIDTH 'W' I A' I B' I C' I D' E' F' THRU 4' -0 I 21/2 13 15 I 1' 23/4 4 THRU 8' -0 I 31/4 I 4'h I 6'/a I 11/2 `31/4 41/2 8'-0 THRU 12` -0 I 31/4 15' I 6/ I 13/4 31/2 41/2 ;12'-0 THRU 18' -0 I 4 1 5 3 /4 17 11 3 !a 41/4 41/2 '18'-0 THRU 24' 1 0 I 4°/. 17'/. 18 3 I 21/2 5 51/2 12' 16 J 20 24' AREA 1 2 3 4 5 6 I TH. wire E D Reverse Face Mount r I r 81/4 I 83/4 riv, 11 Z' 22 22 24 26 28'14 Co 11 Factory equ ed 1 push-up ope aled *Deduct 3'/, for push -up doors through 5' height reverse 'X' 8 'Y' for L/H Specifications are subject to change without notice due to design revisions and /or material availability Dimensions shown are for general reference only and not for construction purposes. Shop drawings are available uoon request. Consult factory for any information not shown. WARRANTY Doors manufactured by R S Manufacturing, Inc. are backed by a warranty limited to defects in material and workmanship for a period of two (2) years when installed by R S or a duly authorized representative. i 8 7 /RS 7