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TOTAL FEE. . . . . . . . . . . . . . . . . $23, 124. 71 I HEREBYrA� 1 TIFY THAT I HAVE REA; AND EXAMINED THIS APPLICATION AND PAYMENTS. . . . . . . . . . . . . . . . . . $2, 400. 00 KNOW THE SAME: TO BE; TRUE: AND GOR- RC ALL PROVISIONS OF LAWS AND TOTAL DUE. . . . . . . . . . . . . . . . . $20, 724. 71 O UI jAGOV RN NG THIS TYPE OF W RK Mf IED WITH WHETHTR S EC F NOT. r1ATT; IIIa,3,p� RECEIPT # %n u LDxNc or x to \\ 1 mom NAM mm IN M .0110. No 0 1 ■ 1 1 1 : rJ 7 . 1 r : nNEC . . . ` "ME jma ImmI� J ■ ■ ■ ■ ■• ■ ■ ■ I1 11 ■ ■ b } ■ ■ ■ ■ ■ � ■ � 1 "'; ■ ■ ■ ■ • O sommom mool ■ I■■r•r• ■ INEEMOMINIME mommin I i■ No mimI min 1j ' ■ No ■ ■ 1 ■ 1mm 1 ' T R J1 Ii ■■ 1 7 ` rm 0 960 MEN ' mom No ■ . . ■ • I ■ M ■ 1 ■ Nor 1.1 • ON _ . ON ME 1 • r ME 1 . 1 r 0 NINE olillm1 . No ■ ■ EMINE ■ ■ 1 ■ I I 04/15/2005 09:19 3606595163 SMOKEYPOINTAUTO PAGE 01 �' ���D•-- �- Fit o� t - .. ��-1Y °� NEW COMMERCIAL z PERMIT APPLICATION CAS- L047' �<,N��o Department of Community Development City of Arlington• 238 N Olympic Ave. •Arlington,WA 98223 • Phone (360)403 3431 Development. (360)403 3447 THIS APPLICATION TO BE USED FOR NEW COMMERCIAL STRUCTURES AND RESIDENTIAL DWELLINGS UNITS CONTAINING TOWNHOUSES OR THREE OR MORE UNITS. THIS APPLICATION MUST BE ACCOMPANIED BY EIGHT(a)SETS OF CONSTRUCTION DRAWING,EIGHT(8)SETS OF STRUCTURAL DRAWINGS AND CALCULATIONS, EIGHT(8)SETS OF SITE PLANS, EIGHT(8)SETS OF SPECIFICATIONS IF APPLICABLE, THREE(3) SETS OF ENERGY CODE CALCULATIONS, THREE(3)SETS OF THE GEOTECH REPORT. TWO (2)SETS OF THE APPROVED LAND USE PERMIT. Q I � Name of Project: TL fi I OL , , ,.� Project Address: oZ ' Parcel ID#: - '� Legal Description Owner: Phone•Number:3d9-60 05- Address: 3717 nod �� lY City: State:.u�A Zip Code: Lv -� Architect: Phone Number: Cell Phone: Fax: E-mail: Address: ity: State: Zip Code: q 'a Phone Number: Engineer � Cell Phone: 61?/ 45b E-mail: p �e ' G Address: 17,90 dn"t-oli ' City: State: Zip Cod Phone Number: General Contractor: ' n Cell Phone: ",�c Fax. % ' ? > L>q Email KCI��Lo„� Address: I t 3�t� f> L— City: l' State: r Zip Code: Contractor's License Number: Expiration. / q Contact Person: e C Phone Number; Cell Phone: Fax 5511�'h - S�o E maiP Address: 371 Z n U _iy, City: Qd State: Zip Code: Proposed Scope of Work: Estimated Project Value- ��cJ o - Building Footprint— ./Iqo Occupancy Classification Type of Construction: le &J-d Number of Stories: Total Square Footage: 119 1206 _ Square/Footage per F or ,Z 2 CC r7 Parking Spaces Provided: 8 — Barrier Free Spaces: I hereby certify that the above information is correct and that the construction on, and the occupancy and the use of the above- described rope y will be in a rda ce with the laws, rules and regulation of the State/of Washington. CC Applicants Signatur Date rint Applicants Name Forms/COMMA CQ' ,W 1 ) •� ��/:�" ..,.:it.�� � �_ APR-25-2005 12:50 FROM-ALPINE CUSTOM BLDG 206-365-0104 7-620 P.001/001 F-368 , y EnH_i e � � ; fn �+ CA 41 vi to n t" b, P I ©per A.0% I I ' I I I i � j� Y C'f CG MMERCIAL APPLI.o"ATION 7 0z SUBMITTAL CHECKLIST f N G� Department of community Development City of Arlington • 238 N Olympic Ave. •Arlington, WA 98223 • Phone (360)403 3431 • FAX (360)403 3447 Please use this checklist to ensure that all necessary information is provided for review of your project. A scheduled pre-application meeting with the Building Department A completed building permit application Eight (8) sets of accurate fully dimensioned plot plans ,r a Eight (8) sets of construction drawings _ Eight (8) sets of engineered drawings and calculations �t � �01_rd 114, Three (3) sets of completed Energy Code application —� f E tgh#-�8�sets-e#-prejec-t-s�Ci#icatinns A photocopy of current Washington State Contractor License XK Verification of Water and Sewer Availability from City of Marysville (if applicable) Health Department Approval of septic system at time of submittal V Two (2) copies of approved Land Use Permit APPLICATIONS ARE ONLY CONSIDERED COMPLETE IF ALL INFORMATION REQUESTED ON FORMS IS FILLED IN.; . DIVE[ w� APR 2 7 2005 Forms/comchecklist i • / � '' iAfilGriliA �"' ^,� �.✓�� @ -_."`Vdn". � tlQO.P_"` .}��(p ]yl�'n - l ¢ � mrxm,v�++nro�aco, ----------- amumammnr�rowarovc'av : n 1: tTj rri -, CD I H ' \ z (D :4 . (D .tyr1 f ,may y Z H t IIt � i ;x r- 7O zoo � 70 ��. � 1� ti ci 0 m0> " tTj l J '�'' F"� �-1 > ' z r� R° y r d z z 9 m n p c I ;y d m o n �j• O 3 5O � o m ni r. a �? � �t O 1 y� U/ Q Q � �' y.� � \ � � m LyI zrD � � y Cd p CL D r 7 m ItfD � 3 i n i o n Q H (o /. r n 1 > C� rr {; > CD 1 � 1n010! 1)16f[OVWimJ W1[IOGLC01tiWLDouJ�YAtk1Yr\PKSu1/vUJ/J�]'D114yiN1Y6`ropY43.uuQ0�(i41lU0tiJ.WVM(iiSyoLAlin4ilYu'4:v WY1.4L?VLYu�rLYNYileiPLO�$ttGUiSaJ/P 47aGQ ap A�1�vR .I31G.�iw4�:iq�Ul ua}i: ��' ��Rv.!nv�crusc� r,. �A;r w. ..:..�''-xu�i ��' 1 n^ar�'�' `"°�ray.,�ccw�.'�°iu�`' ��.•s�rvn.;m ash/ ��-�Q<m"'rxr i°"'s�'' ti:.`•/ J' �- i � Western Geotechnical Consultants, Inc. 4183 Saltsprings Dr.,Ferndale, WA 98248 Phone/FAX(360)380-2507 July 2, 2004 Wesley Ruth 3717 252n, St. NE Arlington, WA 98223 RWEIVED, Re: Report—Geotechnical Site,Iuvestigation Tax Account#31052200400400 NOV 16 2005 17722 - 67th Ave. NE Arlington, WA 98223 CQA BUILDING DES Western Geotechnical Consultants, Inc. is pleased to present the results of our geotechnical engineering investigation conducted for the above referenced project. The site is located on the west side of 67th Ave. NE. The west side of the property is adjacent to Burlington Northern-Santa Fe Railroad right of way. We understand that the project plan is to use on-site infiltration as part of storm water control for the property if possible. The USDA Soil Conservation Service(SCS) "Soil Survey of Snohomish County, WA"has classified site soils as Lynnwood loamy sand. This soil is very deep, somewhat excessively drained and is located on terraces and outwash plains. Lynnwood soils were formed in glacial outwash and are classified as belonging to Hydrologic Group A. The purpose of our investigation was to evaluate infiltration capabilities of site soils and general geotechnical issues with respect to development of the property. The specific scope of our investigation for the site included the following services: • Review available published information for the area. • Oversee the excavation of 3 test pits to explore soil and groundwater conditions across the site. Piezometers were installed in all of the test pits for future monitoring of groundwater conditions. o Classify soils in accordance with the Unified Soils Classification System (USCS). • Perform field and laboratory testing as deemed necessary in support of our conclusions and recommendations. • Prepare this engineering report including a summary of work performed and our conclusions and recommendations for: • Site soil infiltration potential relative to storm water design. • Other storm water detention design information if appropriate. • General geotechnical site development criteria. k-�- -� : i 1 .:: �, Report-Geotechnical Site Investigation Western Geotechnical Consultants,Inc. 17722 67`h Ave.NE Arlington,WA July 2,2004 (Page 2 of 10) Site Conditions Surface Conditions: The property is generally flat, but some apparent fill placed for 67th Ave NE causes the easterly portion of the property to slope toward the west. The property is presently developed with several one-story residential structures. The Burlington Northern-Santa Fe Railroad alignment runs along the westerly side of the property. The westerly edge of the property along the railroad alignment is generally covered with dense undergrowth of predominantly Himalayan blackberries. Subsurface Conditions: On June 21, 2004 a total of 3 test pits were excavated along the western side of the property to evaluate subsurface soil and groundwater conditions. The approximate locations of the test pits are shown on the attached Site Plan, Figure 1. A geotechnical engineer from our office maintained continuous logs of the subsurface soil and ground water conditions encountered in the test pits. The soils encountered in the test pits were classified using the Unified Soils Classification System(USCS). Edited, tabulated test pit logs are included in this report along with a USCS Chart explaining soil descriptions. Piezometers were installed in all of the test pits for future monitoring of groundwater conditions and the test pits were loosely backfilled upon completion of the explorations. Our subsurface exploration revealed that subsurface conditions vary across the site. In Test Pits 1 and 2,we encountered relatively uniform soils. Beneath the topsoil/root zone in these two test pits, we encountered a layer of silty SAND (SM by the USCS)that extended to a depth of about 2 feet. These soils graded to gravelly SANDS (SW/GW and SP by the USCS) that were in a relatively compact state to the depth of both of the test pits. Different soil conditions were encountered in Test Pit 3,which was the northernmost test pit excavated at the site. Beneath the topsoil layer/root zone we encountered sandy SILTS to silty SANDs(ML/SM by the USCS)that were in a compact to very compact state. The upper soils were in a very moist condition at about 6 feet, which may be a result of a perched ground water condition over the very compact and more impermeable,hard soils that were found below 6 feet. We interpret the soils below 6 feet to be glacially compacted till. It appears that the granular soils encountered in Test Pits 1 and 2 may constitute a recessional outwash material that may overlie glacial till soils at depth in these test pits. The granular soils found in the Test Pits 1 and 2 are consistent with the SCS description of Lynnwood soils,which are classified as belonging to Hydrologic Group A. These soils were not encountered in Test Pit 3. Ground Water: Ground water seepage was not observed at the time the test pits were excavated to the depth of the test pits. It is anticipated that a perched water table could form during the wet season above the relatively impervious till-like soils encountered in Test Pit 3, in the northern portion of the site. 2 I Report-Geotechnical Site Investigation Western Geotechnical Consultants,Inc. 17722 67`h Ave.NE Arlington,WA July 2,2004 (Page 3 of 10) We anticipate that the remaining soils are well drained and a perched water table is not anticipated. Piezometers were installed in all of the test pits for possible future ground water monitoring. Conclusions and Recommendations Based on our geotechnical engineering investigation, we conclude that the site will be generally suitable for the type of development planned, provided our recommendations are used and provided good construction practices are followed. The property is located in Earthquake Intensity Zone 3 according to the Uniform Building Code(UBC). A soil liquefaction study was outside the scope of our work for this geotechnical investigation,but based on the soil conditions encountered in our shallow exploration of the site and our experience in the area, there appears to be low risk of liquefaction of the foundation soils during an earthquake. Infiltration Rate The subsurface soils encountered in our test pit exploration in the approximate southerly two- thirds of the site (Test Pits 1 and 2) were found to consist of relatively clean sands and gravels below a depth of about 2 feet. These soils are consistent with Lynnwood loamy sand, as previously indicated, and this soil would be classified as belonging to Hydrologic Group A. The Washington State DOE "Stormwater Management Manuel for Western Washington" (1992 ed) recommends an infiltration rate of 8.27 inches/hours. The manual recommends a safety factor of 2 for long-term (design) conditions, which results in a design infiltration rate of 4.13 inches/hour. The soils in the approximate northern one-third of the site (Test Pit 3) were found to consist of fine-grained materials consisting of sandy silts that graded to very compact and relatively impermeable silty sands. The infiltration rate for these soils would be very low as compared to the more granular soils encountered in Test Pits 1 and 2. At the time of our subsurface test pit exploration, groundwater seepage was not observed in any of the test pits. Piezometers were installed all three test pits for future groundwater monitoring during wetter periods of the year, should that become necessary. General Site Development Criteria The following sections of this report contain recommendations for general site development. Note that these recommendations are based on the limited depth of our subsurface explorations performed as apart of our geotechnical services for this project. Additional subsurface explorations may be necessary once specific site development plans are determined, if the nominal foundation dimensions indicated below are exceeded. Site Preparation: All topsoil or other organic, soft/loose or deleterious material must be stripped and removed from those areas to receive structural improvements or fill supporting structural improvements. 3 i �� _, Report-Geotechnical Site Investigation Western Geotechnical Consultants,Inc. 17722 67`h Ave.NE Arlington,WA July 2,2004 (Page 4 of 10) Based on our site exploration, the site preparation will primarily consist of stripping the topsoil and root zone layer that consists of organic and sandy SILT to silty fine SAND (OL/ML to OL/SM by the USCS). We anticipate that the stripping depth will be on the order of 12 inches, but deeper areas of over-excavation and removal may be required, such as where old tree stumps or roots are present or fill is encountered. In addition, all building foundations and any subterranean structures associated with the present development at the site should be removed under all structural improvements. Following soil stripping and site excavations, qualified personnel should inspect the exposed subgrade under all areas to be occupied by structural fill or structural improvements. Proof rolling with appropriate compaction equipment (loaded dump truck or equivalent) and/or hand push probing may be necessary to detect possible localized zones of soft or loose soil within the subgrade. Structural Fill and Compaction: Structural fill is defined as compacted fill material supporting structural improvements, such as buildings,parking lots, driveways, and sidewalks, etc. All structural fill should be placed and compacted on a horizontal subgrade surface. Structural fill should extend beyond the edge of any future structural improvements by a distance equal to the thickness of the fill beneath the structural improvements. In general,the suitability of a soil for use as compacted structural fill depends on the gradation and moisture content of the soil when it is placed. As the quantity of fines (that portion finer than the No. 200 sieve) increases, the soils become increasingly sensitive to small changes in moisture content and adequate compaction becomes more difficult to achieve. Soils containing more than about 5% fines cannot be consistently compacted to a dense, non-yielding condition when the water content is much greater than optimum. Optimum moisture content is that moisture content that results in the greatest compacted dry density. The granular,non-organic soils encountered in Test Pits 1 and 2 are generally suitable for use as structural fill if the moisture content can be maintained at or near the optimum moisture content. Structural fill should be placed in maximum 8-to 10-inch loose, horizontal lifts and it should be thoroughly compacted. All structural fill should be compacted to 95% of maximum dry density as determined by the ASTM D-1557 test procedure. Foundations: Based on our subsurface exploration, the site will be suitable for foundation support using conventional shallow spread footings for typical one- or two-story wood-frame structures. Due to the limited depth and coverage of our test holes, an evaluation of foundations for heavier loaded structures was beyond the scope of this investigation. 4 I i Report-Geotechnical Site Investigation 17722 67`h Ave.NE Western Geotechnical Consultants,Inc. Arlington,WA July 2,2004 (Page 5 of 10) For light structures, conventional shallow spread foundations proportioned in accordance with the Uniform Building Code(UBC) will perform satisfactorily on a properly prepared subgrade in firm, non-organic, native soils or structural fill. Wall footings and column footings should have minimum dimensions of 16 and 24 inches, respectively. These footings may be proportioned using a maximum allowable bearing capacity of 2000 pounds per square foot(pso. Continuous and column footing should not exceed 2 feet and 3-feet by 3-feet, respectively when proportioning the footings. If foundation loads are sufficiently large that the above maximum dimensions are exceeded, Western Geotechnical Consultants, Inc. should be notified so we can re-evaluate foundation loads and modify our recommendations if appropriate. These maximum dimensions are appropriate for the depth of the subsurface exploration performed in our investigation. All footings should be founded a minimum of 18 inches below the lowest adjacent grade for frost protection. Floor Slab Support: The lower level of the proposed structures may have earth supported floor slabs. Preparation of the building areas in a manner described in the previous sections of this report should provide an adequate base for the floor slab support. We recommend that all earth-supported floor slabs be underlain by a minimum of four inches of clean sand or clean crushed gravel, which will act as a capillary break to prevent moisture wicking to the slab. The capillary break should be placed over the undisturbed firm native soil or over a minimum of six inches of compacted structural fill. A vapor barrier, consisting of polyethylene sheeting,may be placed below the floor slab if desired. If a vapor barrier is used, it should be covered with a thin layer of clean sand or crushed gravel to protect it during concrete placement and to aid in concrete curing. After the sand or crushed gravel layer is placed, it should be maintained in a relatively dry condition. It is important that drainage is provided such that the capillary layer located below the vapor barrier will drain via gravity from beneath the floor slab. This can be accomplished by installing 2-inch diameter PVC pipes through the stem wall that outlet into the footing drain system or by extending the capillary break layer below the footing. Drainage and Grading: We recommend that an exterior footing drain system be constructed around the perimeter of building foundations. The footing drain system is typically constructed with a perforated or slotted pipe placed in clean, free-draining gravel with less than 3%by weight passing the U.S. No. 200 sieve size, based on a wet sieve analysis of that portion passing the U.S. No. 4 sieve. The perforated or slotted pipe should be placed at or below the level of the base of the footings and 1/2 foot outside the footings. The footing drains should discharge to the storm drainage system for the property. Roof drainage must not be introduced into the perimeter footing drain, but should be discharged separately to the storm drainage system by tightline. The final ground surface should be graded away from the buildings to promote surface runoff away from the footing drain system. 5 I .. Report-Geotechnical Site Investigation 17722 67`h Ave.NE Western Geotechnical Consultants,Inc. Arlington,WA July 2,2004 (Page 6 of 10) Erosion Control Erosion control during construction of the proposed facilities can be accomplished through placement of proper sedimentation control facilities. We recommend siltation control facilities, consisting of either hay bales or silt fences, be fabricated around all construction areas. Typical details for siltation control facilities using either hay bales or silt fences are attached to this report. Siltation devices should be placed down gradient of all construction areas and cleared areas to provide siltation control during construction. All siltation control devices should be maintained in operable condition during construction, and left in operable condition until the site has been revegetated and siltation is no longer a threat. At that time the siltation facilities should be removed. Closure The scope of our services included the observation of the subsurface conditions in 3 test pits to obtain the necessary information for stormwater infiltration and for general project development. If final plans require additional geotechnical studies we would be pleased to perform the additional work if requested. In addition, if subsurface conditions encountered during construction appear to be different than those indicated in this report, we should be advised immediately so we can review and revise our recommendations, if necessary. We appreciate the opportunity to be of assistance to you on this project. If you have any questions regarding the contents of this report, or if we can be of further assistance, please contact our office. Sincerely, ooaE A. y . Western Geotechnical Consultants, Inc. �G � Of WAS ASy�N h 4 � 25870 Theodore A. Hammer, P.E. 0 25870 9F �o Geotechnical Engineer `SS�ONAL�� File:04 116 l.doc Attachment: Figure 1, Site Plan Sketch EXPIRES /!Zv7 o— USCS Classification Chart Tabulated Test Pit Logs Typical Erosion Control Facilities 6 i i Report-Geotechnical Site Investigation Western Geotechnical Consultants,Inc. 17722 67`h Ave.NE Arlington,WA July 2,2004 (Page 7 of 10) MjZure 1 Site Plan & Test Pit Locations 17722 — 67th Ave. NE Arlington, WA. 3 � rV I n _0 1-- 0 0 ry I� N d (U W CL CS W Q d U S S 0 Q� -p S 1,- O 1 D Z O Z O +1 I 0 i Report-Geotechnical Site Investigation Western Geotechnical Consultants,Inc. 17722 671h Ave.NE Arlington,WA July 2,2004 (Page 8 of 10) Unified Classification Chart & Key to Test Pit Logs p0 T < a C CO N J J N !n � _ _ m 4 W ¢ N 5 e o S X. CO W d = U as VJ < IN O s e m Y Z f— I.L J 0 D x U Q J ¢ O Q U 2 N E. co Q. S U U �_eat =r ^ = U J O y O O 3NII-8 a = Z a < J n' W OG W Q j J \ OCV VI Z u,l p Z O O O l U W Uto Q V3 W N V) U �D 0 > Uj Z_ O \- N U U o O o o O e tL N X30NI AUOLLStlld I • • ' S11OS 03NVM0-3NIJ!0 ' NOUVOUISSY10 AMO1tlMOW MO! CO 1 Q N CCC _�O � 2 Y4 x 3 y:V OS}t uZ �N. �N q O i••\ IirC � YSt L C ug uig - u & �J6 _ ME CO t37 _ 8 ' O `uY 00 } C e�gJnl L Lz i� L uin Vvu leg 6N 1S O x U Z 3 U 3 ILU J J J 2 2 2 I— O 7 O 0- O �ry u� cn CO U O U _ O - CO 2 W ZZ Z W .Q �.. VI �'^ W�w4n ':' O�It O Z LLL S,K.. 3< ux� -_a =v Z x{G� o� c Op1• 44JJ 3 6 ,U..� = 6 CO 0O= N Kz_W Q 70W� ? � Z OOS �O} 000 U 0 J; W 1 Report-Geotechnical Site Investigation Western Geotechnical Consultants,Inc. 17722 67`h Ave.NE Arlington,WA July 2,2004 (Page 9 of 10) Test Pit Logs Table A-1 file: 041161.doc Log of Test Pits Test Depth USCS Soil Description Sample No./ Water Pocket Pit Interval Class. Depth(feet) Content Pen. No. (feet) M (Kg/sq. cm 1 0-1.3 OL/SM Dark brown,sandy organic SILT to silty SAND;root zone and 1-110.5 19.8 topsoil soft,moist 1.3-2.0 SM Orange-brown,silty fine SAND (relatively compact,moist) 1-2/1.5 12.8 2.0-9.5 SW/GW Brown,gravelly fine to coarse 1-3/3.3 2.1 SAND to sandy GRAVEL (relatively compact,damp) -grades gray,moist at 7 feet 1-4/8.0 4.7 Notes: • Test Pit terminated on 6/21/04 at 9.5 feet • Test Pit loosely backfilled upon completion • No groundwater seepage observed • Piezometer installed to 9.5 feet Table A-1 file: 041161.doc Log of Test Pits Test Depth USCS Soil Description Sample No./ Water Pocket Pit Interval Class. Depth(feet) Content Pen. No. (feet) M (Kg/sq. cm) 2 0-0.8 OL/SM Dark brown,sandy organic SILT to silty SAND;root zone and topsoil soft,moist 0.8-2.0 SM Orange-brown,silty fine SAND, with occasional roots(relatively 2-1/1.5 16.7 compact,moist) 2.0-7.0 SM/SP Brown,slightly silty,fine to 2-2/2.5 12.8 medium SAND with some gravel (relatively compact,damp) -grades gravelly SAND more 2-3/6.5 7.8 compact at 5 feet 7.0-10.0 SW Brown, gravelly fine to coarse 2-4/9.0 8.7 SAND(relatively compact, moist Notes: • Test Pit terminated on 6/21/04 at 10.0 feet • Test Pit loosely backfilled upon completion • No groundwater seepage observed 9 I I I Report-Geotechnical Site Investigation Western Geotechnical Consultants,Inc. 17722 67`h Ave.NE Arlington,WA July 2,2004 (Page 10 of 10) • Piezometer installed to 10.0 feet Test Pit Log Table A-1 file: 041161.doc Log of Test Pits Test Depth USCS Soil Description Sample No./ Water Pocket Pit Interval Class. Depth(feet) Content Pen. No. (feet) N (Kg/sq. 3 0-0.7 OL/ML Dark brown,organic and sandy cm) SILT soft,moist 0.7-7.5 ML/SM Brown with some mottling,fine 3-1/2.0 28.2 sandy SILT to silty fine SAND with occasional gravel(compact, 3-2/6.0 27.2 moist) -grades very compact,moist at 3-3/6.5 9.8 6.5' (till) 3-4/7.5 11.0 Notes: • Test Pit terminated on 6/21/04 at 7.5 feet • Test Pit loosely backfilled upon completion • No groundwater seepage observed • Piezometer installed to 7.5 feet 10 FILTER FABRIC MATERIAL 60" WIDE ROLLS NOTE: SPACING BETWEEN POSTS (USE STAPLES OR WIRE RINGS TO NOT TO EXCEED 6' ATTATCH FABRIC TO WIRE) WIRE MESH SUPPORT FENCE FOR SLIT FILM FENCES 2" BY 2" BY 14 GA. WIRE FABRIC OR EQUIV. o N =I O I—I I II I II III II I� — in Li 1 PROVIDE 3/4" -1 1/2" WASHED GRAVEL BACKFILL IN TRENCH AND ON BOTH SIDES OF FILTER FENCE FABRIC ON THE SURFACE 8" MIN. 2" BY 2" WOOD POSTS (STANDARD OR BETTER OR EQUIV. ALTERNATES. STEEL FENCE POSTS) FILTER FABRIC FENCE NOT DRAWN TO SCALE JOB NO: ♦ I I ♦ 1ATSEDIMENT CONTROL DESIGNED BY: FILTER FABRIC FENCE °NAMM D'r. 4181 Saltsprings Drive • Ferndale, WA 98248 _ _ "��E°°` Phone (360) 380-2507 • Fax (360) 380-2507 DATE. SCAN: N a v NIA i I i II ' WAMBEKE ENGINEERING 2913 East 61St Court Daniel Wambeke, P. E. Spokane, WA 99211 Telephone: 509-443-6186 • Fax: 509-448-6582 • dwambeke @msn.com STRUCTURAL DESIGN CALCULATIONS FOR 100' X 100' X 18' POST FRAME BUILDING FOR WES RUTH ARLINGTON, WASHINGTON ALPINE CUSTOM BUILDINGS JOB NO. 5629 PREPARED FOR CUSTOM BUILT STRUCTURES, INC. EDMONDS, WASHINGTON August 21, 2005 I. wA 1�of WASy,���CC ti x O�F 18067 s0 O �'RFrtsr[. .C> ` REVISED I A1.Fr EXPIRES 12/29/05 R E C E IVE D NOV 16 2005 LOFFiG E GOP Y __a OOA BUILDING M C)5- (c ff 2r1 Designer of Small Structures, Post Frame Buildings, Foundations, Light Gauge Steel Framing and Grain Storage Systems 's Prepared by Daniel Wambeke, P. E. 8/21/2005 DESIGN DIAPHRAGMS FOR POST FRAME BUILDINGS 100'x 100'x 18'Post Frame Building for Wes Ruth,Arlington,WA Alpine Custom Buildings, Inc. Building Span = 100 ft Wind Speed 85 MPH Building Length= 100 ft IBC Exposure B Building Wall Height= 18 ft Seismic Design Category D Roof Pitch= 3 :12 WIND LOADS ON BUILDING-Middle Zones Wind Load=p=A IW 15s30 p= Design Wind Pressure, PSF A=Building Height& Exp.Adjust. Factor= 1.00 IBC Table 1609.6.2.1 (4) IW= Importance Factor 1.00 IBC Table 16G4.5 Ps30=Wind Pressure Windward Wall 10.00 Walls from IBC Table 1609.6.2.1 (1) Ps30=Wind Pressure Leeward Wall 0.00 Walls from IBC Table 1609.6.2.1 (1) Ps30=Wind Pressure Windward Roof 10.00 Roof from IBC Table 1609.6.2.1 (1) Ps30=Wind Pressure Leeward Roof 0.00 Roof from IBC Table 1609.6.2.1 (1) p= (PSF) 10.00 PSF Windward Wall qww p= (PSF) 10.00 PSF Windward Roof qwr p= (PSF) 0.00 PSF Leeward Wall qwl p= (PSF) 0.00 PSF Leeward Roof qlr WIND LOADS ON BUILDING-Corner Zones Corner Zone defined as 10%of least horizontal direction each corner Wind Load=p=A IW Ps30 Ps30=Wind Pressure Windward Wall 14.40 Walls from IBC Table 1609.6.2.1 (1) Ps30=Wind Pressure Leeward Wall 0.00 Walls from IBC Table 1609.6.2.1 (1) Ps30=Wind Pressure Windward Roof 10.00 Roof from IBC table 1609.6.2.1 (1) Ps30=Wind Pressure Leeward Roof 0.00 Roof from IBC table 1609.6.2.1 (1) p= (PSF) 14.40 PSF Windward Wall qww p= (PSF) 10.00 PSF Windward Roof qwr p= (PSF) 0.00 PSF Leeward Wall qwl p= (PSF) 0.00 PSF Leeward Roof qlr Diaphragm panel systems have been tested for shear capacity using recommendations from ASTM E455-76"Static Load Testing of Framed Floor or Roof Diaphragm Construction for Buildings"and ANSI/ ASAE EP484 "Diaphragm Design of Metal-Clad, Post Frame Rectangular Buildings". This data is published in the"National Post Frame Builders Association Post-Frame Building Design Manual",Table 6.1, "Steel-Clad Roof Diaphragm Assembly Test Data",Test Assembly Numbers 13& 14. Limitations: The relative impact on shear strength of each component from the diaphragm testing has not been defined. The characteristics of the metal cladding and fasteners specified herein meet or exceed the tested products. The characteristics of the framing lumber meet or exceed the specific gravity(G)of the tested product, Spruce-Pine-Fir, G=0.42. Diaphragm Testing Data Applicability: Applicable for buildings that utilize the method of diaphragm design to resist design wind loads.The test data are not applicable for roofs with skylights. wns/1 _,dl Z( 18061t�� diaphragm.1 001 81BC-85 EXPIRES 12/29/05 Prepared by Daniel Wambeke, P. E. 8/21/2005 Diaphragm Testing Results(Table 1): Maximum Shear Construction Intensity I (lb./ft.) 110 lb./ft. Field Screws-#10 x 1 1/2"next to each major rib(9"o.c.) Post Frame Building Design Manual Top&Bottom Screws-#14 x 1 1/2"@ both sides of each major rib 160 lb./ft. Field Screws-#10 x 1 1/2"next to each major rib(9"o.c.) Top&Bottom Screws-#14 x 1 1/2"@ both sides of each major rib Post Frame Building Design Manual Stitch Screws-#12 x 5/8"@ 9 3/8"o.c.through all overlaps 598.6 lb/.ft. 7/16"OSB applied directly to framing with 8d common nails 2"o.c.at 2003 IBC panel edges;6"o.c.intermediate framing members. Per Footnote"a" Table 2306.3.3.1 base value of 730#*0.82(Per Footnote"d"panels applied long dimensions over studs-use 15/32"values). When the wall columns are effectively pin-supported at the base of the exterior wall,the wall columns act as as simple beams,the Maximum Roof Shear Intensity, I (lb./ft.)can be calculated by: I = [3/8*((qww*H1*L)-(qlw*H1*L))+((qwr*H2*L)-(qlr*H2*L)))/2*W (the Alumax Roof Diaphragm Brochure 1991) L= Building length,feet W= Building width,feet H1 = Outside wall height,feet H2= Height from eave to ridge,feet Calculate the Maximum Roof Shear Intensity I (lb./ft.).This is the shear per foot of roof slope length that occurs at the end walls of the building.This is the sum of the loads on the corner zones and the middle zones. I = 44.78 lb./ft. Calculate the Maximum Endwall Shear Load,Vendwall(lb./ft.)by multiplying the maximum roof shear intensity I by the building endwall width,W(Bender&Woeste, Page A-30 to A-33) Vendwall= I*W= 4478 lb. Calculate the Allowable Endwall Shear Capacity,SC SC= (W-DW)*R=where: DW=The door(or opening)width in feet,or distance between endwall structural posts surrounding the door, whichever is greater. If more than one door is installed, DW is the total of the door widths. DW Front Endwall= 0 ft. R= The allowable endwall shear strength in lb./ft.from Table 1. Multiply this value by the one-third increase in allowable stresses for all combinations including W or E, resulting in the following: R= 146.3 lb./ft. SC Front Endwall= 14630 lb. Vendwall< SC DW Rear Endwall = 0 ft. SC Rear Endwall = 14630 lb. Vendwall , SC The following minimum endwall diaphragm requirements are needed: Endwall steel: 30 Gauge Pro Panel II or Norclad,36"width Field Screws: #10 x 1 1/2"@ 9"o. c. (next to high rib) Skirt board, End Rafter and Door Header Screws: #14 x 1 1/2"@ both sides of each major rib diaphragm.100181 BC-85 i Daniel Wambeke,P.E. BY 4tiise SUBJECT Immur- &yO.. dt/t L. 64C A-4- PAGE NO. OF WAMBEKE ENGINEERING � S 2913 E.61s#Court DATE �'Z�'d1'� u i`^'Q� rO JH"jr^/4 PROJECT NO. r 6 2-9 Spokane,WA 99223 Phone:509/443-6186 Fax:509/448-6582 E-Mail:dwambeke@msn.com (utsVh 1dA11S dfJ EA Aw.4" W o LoA T-XAAj5Ff X f,-.4 Tb (� s ot= 0 0,-c� _ �I rA-L bd( --D -413 d n. fiA.D 0 t- Luc W (dd Of-) («) f (aa(r�-s) �'�2)(W) = Z,4 Zso L,B 7d i AL Gdr40 rAAt-fF Fd-#ecz4 r--ro 4aF o0 t4l4 et t4&tic Czd zsa) = '70 4 c G.es 1(jewAtc"d".4,4/Pu m 4.40VI jog I- z���x�k�-��� 4 ed &I,u*n 4 AO s Or/ 3• dEwZL Af r-,r N cram,✓ lidel sT- �o a r= Q�•!�-:�rY�6�1 i�4�-sfE✓Lr Cry�-.o i� s' d�s'c�,.FG L.� AkOW4 „--@ 11,4aff- dF S'j,DF"6(- &k-w-.agtj = 3'ri.3�sCc,z� - S31(�. 3� F r-tj P-OtT (1 �v 1c Ird C4E•u - Fi.L to < L.ss L f + lb6L--�-,r' - 6.a3Q f4�9O t�= Q�ld 'c �ao ok �foG-rG C1 �sa����jt`� ��a�.v F4 Mn o4s -I- Sc DR w.¢GL •0 /�/�h��L-96�r �G 5rf iaa 1a National Frame Builders Association Post-Frame Building Design Manual Table 6.1. cont., Steel-Clad Roof Diaphragm Assembly Test Data Test Assembly Number 13 14 15 Test Configuration Simple Beam Simple Beam Simple Beam Cladding Manufacturer/Trade Name Metal Sales Pro Metal Sales Pro McElroy Metal Panel II Panel II Max Rib Base Metal Thickness Gauge 30 30 29 Major Rib Spacing, inches 9.0 9.0 9.0 Major Rib Height, inches 0,75 Major Rib Base Width, inches 1.75 Major Rib Top Width, inches Yield Strength, ksi 104 104 80 Overall Design Width,feet 24 24 24 Length, b,feet 12 12 12 Purlin Spacing,feet 2.33 2.33 2 Pair of rafters every Pair of rafters every Rafter Spacing,feet 12 feet(each pair 12 feet(each pair 8 spaced 6 in.apart) spaced 6 in.apart) Purlin Location Top running Top running Top running Purlin Orientation On edge On edge NA Number of Internal Seams g 8 7 Wood Properties Purlin Size 2-by 6-inch 2-by 6-inch Mac-Girt steel hat Purlin Species and Grade 1650f 1.5E SPF 1650f 1.5E SPF section: 1.5 in.tall, 3.2 in.wide, 18 ga. Rafter Species and Grade 1650f 1.5E SPF 1650f 1.5E SPF 2250f 1.9E SP Stitch Fastener Type Screw None None Length, inches 0.625 Diameter #12 On Center Spacing, inches 9 Sheet-to-Purlin Fasteners Type Screw Screw Screw Length, inches 1.5 1.5 1.0 Diameter #10 #10 in field #14 #14 in ends Location in Field In Flat In Flat In Flat Location on End In Flat In Flat In Flat Avg. On-Center Spacing in Field, in. 9 9 18(3 screws/sheet) Avg. On-Center Spacing on End, in. 4.5 4.5 9(4 screws/sheet) Purlin-to-Rafter Fastener Two-#12 x 1.6 in. screwsPoint Engineering Properties Ultimate Strength, P,,, Ibf. 9600 6600 110 144 8645 Allowable Shear Strength, va, Ibf/ft Effective In-Plane Stiffness, c,lbf/in 76 160 0 7100 1144 Effective Shear Modulus, G, Ibf/in 0700 7680 7100 7130 Reference Townsend, 1992 Townsend, 1992 Myers, 1994 6-9 i Wes Ruth Date and Time: 1/30/2005 5:20:32 PM MCE Parameters - Conterminous 48 States Zip Code - 98223 Central Latitude = 48.207031 Central Longitude = -121.953365 Data are based on the 0.10 deg grid set Period SA (sec) ° 0.2 11°0.1 Map Value, Soil Factor of 1.0 1.0 030.9 Map Value, Soil Factor of 1.0 MCE Parameters x Specified Soil Factors 0.2 116.7 Soil Factor of 1.06 1.0 055.0 Soil Factor of 1.78 MCE Parameters - Conterminous 48 States Zip Code - 98223 Central Latitude = 48.207031 Central Longitude = -121.953365 Data are based on the 0.10 deg grid set Period SA (sec) (%g) 0.2 110.1 Map Value, Soil Factor of 1.0 1.0 030.9 Map Value, Soil Factor of 1.0 MCE SPECTRUM x SOIL FACTORS Fa = 1.06 Fv = 1.78 Period SA sec (�°° g) 0.000 046.7 0.4FaSs 0.094 116.7 To 0.200 116.7 T=0.2, FaSs 0.472 116.7 Ts 0.500 110.1 0.600 091.8 0.700 078.7 0.800 068.8 0.900 061.2 1.000 055.1 T=1.0, FvS 1 1.100 050.1 1.200 045.9 1.300 042.4 1.400 039.3 1.500 036.7 1.600 034.4 1.700 032.4 1.800 030.6 1.900 029.0 2.000 027.5 I Daniel Wambeke, P.E. Page 1 8/21/2005 SEISMIC LOAD VERSUS WIND LOAD DESIGN FOR BUILDING 1 00'x 100'x 18' Post Frame Building for Wes Ruth,Arlington,WA Alpine Custom Buildings, Inc. Span = 100 WIND SPEED, MPH 85 Building Length = 100 IBC EXPOSURE B Wall Height= 18 Seismic Use Group I Roof Live Load = 25 PSF Seismic Design Category D Eave Overhang (ft.) 1.5 Gable End Overhang (ft.) 1.5 Roof Pitch 3 :12 Number Bays in Building 7 WIND LOADS ON BUILDING - Middle Areas Wind Load = p=A IW p130 p = Design Wind Pressure, PSF A= Building Height& Exposure Adjust. Factor= 1.00 IBC Table 1609.6.2.1 (4) I,,= Importance Factor 1.00 IBC Table 1604.5 Ps30 =Wind Pressure 1000 Walls from IBC Table 1609.6.2.1 (1) p130 =Wind Pressure 10.00 Roof from IBC Table 1609.6.2.1 (1) P00 =Wind Pressure 10.00 Endwalls from IBC Table 1609.6.2.1 (1) p = (PSF) 10.00 Walls p = (PSF) 10.00 Roof p = (PSF) 10.00 Endwalls WIND LOADS ON BUILDING -Corner Zones Corner Zone defined as 10% of least horizontal direction each corner Wind Load = p= A I\,ps3o ns30 =Wind Pressure 1590 Walls from IBC Table 1609.6.2.1 (1) Ps30 =Wind Pressure 10.00 Roof from IBC Table 1609.6.2.1 (1) Ps30 =Wind Pressure 15.90 Endwalls from IBC Table 1609.6.2.1 (1) p = (PSF) 15.90 Walls p = (PSF) 10.00 Roof p = (PSF) 15.90 Endwalls Total Wind Load on Side of Building = Fw= Length x Wall Height/2 x p = 20124 Total Wind Load on Roof Side = Fwr= Length x Roof Rise x p = 20000 Total Wind Load on Side of Building = Fw+ Fwr= 40124 Wind Loads on End of Building = Few = 27112 seismic.IBC2003-D85 L 1 i Daniel Wambeke, P.E. Page 2 8/21/2005 Seismic Base Shear=V= 1.2 Sos W/R where Sos = Design elastic response accelerations at short period = 1.101 From IBC disk (see attached page) Coefficient R= 7 IBC Table 1617.6.2 Building Dead Load W= (lb.) = 5 PSF Roof Dead Load = (Ib.) 53045 20% of Roof Live Load (If over 30 PSF) _ (lb.) 0 (If live load is over 30 PSF) Wall Dead Load = (lb.) 12600 Gable Dead Load = (lb.) 2188 Total Building Dead Load 67833 Lateral Seismic Force V= (lb.) 12803 E =(pEh + Ev)/1.4 =V/1.4 9145 < Fw+ Fwr= 40124 Few>V Few= 27112 Fw+ Fwr>V Wind Loads Control Design in Both Directions seismic.IBC2003-D85 f Daniel Wambeke, P.E. 1/30/2005 PURLIN &GIRT DESIGN CALCULATIONS 100'x 100'x 18' Post Frame Building for Wes Ruth,Arlington,WA Alpine Custom Buildings, Inc. PURLIN DESIGN CALCULATIONS Post Spacing= 15 WIND SPEED, MPH 85 Span = 100 IBC EXPOSURE B B Building Length = 100 LOAD FACTOR 1.6 Wall Height= 18 (Wind Loads) Purlin Spacing (Ft.) = 2 Girt Spacing (Ft.) 2 Roof Pitch 3 Dead Load= 5 Live Load = 25 Load Factor= Snow Load 1.15 Cd Lumber Grade= DF-L#2 Fb =(psi) 900 Fv= (psi) 180 E_(psi) 1600000 Purlin Size Width,b Depth, d Size Factor CF 2"x 6" 1.5 5.5 1.3 2"x 8" 1.5 7.25 1.2 2" x 10" 1.5 9.25 1.1 2" x 12" 1.5 11.25 1 1.0 Repetetive Member Factor Cr 1.15 Flat Use Factor Cfu 1.15 Purlin Span (Ft.) = 14.5 Post Spacing -6" Roof Pitch Angle, ° 14.04 Purlin Horiz. Projection (Ft.) = 1.940 Load on Purlin = 52.39 PLF Moment(in-lb) = 16522 1/8wl"2 Sx Req'd (in A3) = 11.57 M/Cd*FbCrCF Sx Furnished = 13.14 (bdA2)/6 fv = (psi) 45.55 3V/Cd2bdC <95 psi Okay Deflection = (in) 0.684 1/240 = (in) 0.725 >Deflection Use 2"x 8" DF-L#2 Purlins @ 24" o. c. DESIGN GIRTS WIND LOADS ON BUILDING - Middle Areas Wind Load = p=A IW ps30 p = Design Wind Pressure, PSF = Building Height& Exposure Adjust. Factor= 1.00 IBC Table 1609.6.2.1 (4) Iw = Importance Factor 1.00 IBC Table 1604.5 ps30 =Wind Pressure 13.50 PSF Comp. from IBC Table 1609.6.2.1 (2) p = (PSF) 13.50 PSF Girts Load on Girts = 27.00 PLF Moment = (in-lb) 8515 1/8wl^2 Sx Req'd (in A3) = 3.96 M/Cd*FbCrCfuCF Sx Furnished = 7.56 (bdA2)/6 Commercial Framing Use 2" x 6" DF-L#2 Girts on Edge @ 24" o.c. purlin.calc.2x814.IBC-85 r Daniel Wambeke, P.E. 1/30/2005 PURLIN &GIRT DESIGN CALCULATIONS 100'x 100'x 18' Post Frame Building for Wes Ruth,Arlington,WA Alpine Custom Buildings, Inc. PURLIN DESIGN CALCULATIONS Post Spacing = 14 WIND SPEED, MPH 85 Span = 100 IBC EXPOSURE B B Building Length = 100 LOAD FACTOR 1.6 Wall Height= 18 (Wind Loads) Purlin Spacing (Ft.) = 2 Girt Spacing (Ft.) 2 Roof Pitch 3 Dead Load = 5 Live Load= 25 Load Factor=Snow Load 1.15 Cd Lumber Grade= DF-L#2 Fb = (psi) 900 Fv = (psi) 180 E _ (psi) 1600000 Purlin Size Width,b Depth, d Size Factor CF 2"x 6" 1.5 5.5 1.3 2"x 8" 1.5 7.25 1.2 2"x 10" 1.5 9.25 1.1 2"x 12" 1.5 1 11.25 1 1.0 Repetetive Member Factor Cr 1.15 Flat Use Factor Cfu 1.15 Purlin Span (Ft.) = 13.5 Post Spacing-6" Roof Pitch Angle, ° 14.04 Purlin Horiz. Projection (Ft.)= 1.940 Load on Purlin = 52.39 PLF Moment (in-lb)= 14321 1/8wl^2 Sx Req'd (in A3) = 10.03 M/Cd*FbCrCF Sx Furnished = 13.14 (bdA2)/6 fv = (psi) 42.41 3V/Cd2bdC <95 psi Okay Deflection = (in) 0.514 1/240 = (in) 0.675 >Deflection Use 2"x 8" DF-L#2 Purlins @ 24" o. c. DESIGN GIRTS WIND LOADS ON BUILDING -Middle Areas Wind Load = p= A IW Ps30 p = Design Wind Pressure, PSF A = Building Height& Exposure Adjust. Factor= 1.00 IBC Table 1609.6.2.1 (4) IW= Importance Factor 1.00 IBC Table 1604.5 Ps30 =Wind Pressure 13.50 PSF Comp. from IBC Table 1609.6.2.1 (2) p = (PSF) 13.50 PSF Girts Load on Girts = 27.00 PLF Moment = (in-lb) 7381 1/8wl^2 Sx Req'd (in A3) = 3.43 M/Cd*FbCrCfuCF Sx Furnished = 7.56 (bdA2)/6 Commercial Framing Use 2"x 6" DF-L#2 Girts on Edge @ 24" o.c. purlin.calc.2x814.IBC-85 Daniel Wambeke, P.E. 1/30/2005 PURLIN &GIRT DESIGN CALCULATIONS 100'x 100'x 18' Post Frame Building for Wes Ruth,Arlington,WA Alpine Custom Buildings, Inc. PURLIN DESIGN CALCULATIONS Post Spacing = 13 WIND SPEED, MPH 85 Span = 100 IBC EXPOSURE B B Building Length = 100 LOAD FACTOR 1.6 Wall Height= 18 (Wind Loads) Purlin Spacing (Ft.)= 2 Girt Spacing (Ft.) 2 Roof Pitch 3 Dead Load = 5 Live Load = 25 Load Factor=Snow Load 1.15 Cd Lumber Grade= DF-L#2 Fb = (psi) 900 Fv = (psi) 180 E _ (psi) 1600000 Purlin Size Width,b Depth, d Size Factor CF 2"x 6" 1.5 5.5 1.3 2"x 8" 1.5 7.25 1.2 2"x 10" 1.5 9.25 1.1 2"x 12" 1.5 1 11.25 1.0 Repetetive Member Factor Cr 1.15 Flat Use Factor Cfu 1.15 Purlin Span (Ft.) = 12.5 Post Spacing-6" Roof Pitch Angle, ° 14.04 Purlin Horiz. Projection (Ft.)= 1.940 Load on Purlin = 52.39 PLF Moment(in-lb)= 12278 1/8wl"2 Sx Req'd (in A3)= 8.60 M/Cd"FbCrCF Sx Furnished = 13.14 (bdA2)/6 fv = (psi) 39.27 3WCd2bdC <95 psi Okay Deflection = (in) 0.378 1/240 =(in) 0.625 >Deflection Use 2"x 8" DF-L#2 Purlins @ 24" o. c. DESIGN GIRTS WIND LOADS ON BUILDING -Middle Areas Wind Load = p=A IW P530 p = Design Wind Pressure, PSF A = Building Height& Exposure Adjust. Factor= 1.00 IBC Table 1609.6.2.1 (4) Imo, = Importance Factor 1.00 IBC Table 1604.5 P130 = Wind Pressure 13.50 PSF Comp. from IBC Table 1609.6.2.1 (2) p = (PSF) 13.50 PSF Girls Load on Girts = 27.00 PLF Moment = (in-lb) 6328 1/8wl^2 Sx Req'd (in A3) = 2.94 M/Cd`FbCrCfuCF Sx Furnished = 7.56 (bdA2)/6 Commercial Framing Use 2"x 6" DF-L#2 Girts on Edge @ 24" o.c. purlin.calc.2x814.IBC-85 i Daniel Wambeke, P.E. Page 1 1/30/2005 GABLE END RAFTER DESIGN CALCULATIONS 100'x 100'x 18' Post Frame Building for Wes Ruth,Arlington,WA Alpine Custom Buildings, Inc. RAFTER DESIGN CALCULATIONS End Bay Post Spacing = 15 Span = 100 Building Length = 100 Wall Height= 18 Roof Pitch 3 Dead Load = 5 Live Load = 25 Load Factor=Snow Load 1.15 Cd Lumber Grade= DF-L#2 Fb= (psi) 900 Fv= (psi) 180 E _(psi) 1600000 Rafter Size Width,b Depth, d 2"x 6" 1.5 5.5 1.3 2"x 8" 1.5 7.25 1.2 2"x 10" 1.5 9.25 1.1 2"x 12" 1.5 1 11.25 1 1.0 Two 2"x 10" 3 9.25 1.1 Two 2"x 12" 3 11.25 1.0 Repetetive Member Factor Cr 1.15 Rafter Span (Ft.) = 12 Load from 18"Overhang = 45.00 PLF Load on Rafter= 225.00 PLF Total Load on Rafter 270.00 PLF Moment(in-lb) = 58320 1/8wl^2 Sx Req'd (in A3) = 56.35 M/Cd*FbCrCF Sx Furnished = 63.28 (bdA2)/6 fv = (psi) 104.35 3V/Cd2bdCH < 180 psi Deflection = (in) 0.184 1/240 = (in) 0.600 >Deflection Okay Use Two 2"x 12" DF-L#2 Rafters rafter.calc12-25 I 1 I Daniel Wambeke, P.E. Page 1 1/30/2005 GABLE END RAFTER DESIGN CALCULATIONS 100'x 100'x 18' Post Frame Building for Wes Ruth,Arlington,WA Alpine Custom Buildings, Inc. RAFTER DESIGN CALCULATIONS End Bay Post Spacing = 13 Span = 100 Building Length = 100 Wall Height= 18 Roof Pitch 3 Dead Load = 5 Live Load = 25 Load Factor=Snow Load 1.15 Cd Lumber Grade= DF-L#2 Fb = (psi) 900 Fv= (psi) 180 E _ (psi) 1600000 Rafter Size Width,b Depth, d 2"x 6" 1.5 5.5 1.3 2"x 8" 1.5 7.25 1.2 2"x 10" 1.5 9.25 1.1 2"x 12" 1.5 11.25 1.0 Two 2"x 10" 3 9.25 1.1 Two 2"x 12" 3 11.25 1.0 Repetetive Member Factor Cr 1.15 Rafter Span (Ft.) = 12 Load from 18"Overhang = 45.00 PLF Load on Rafter= 195.00 PLF Total Load on Rafter 240.00 PLF Moment(in-lb)= 51840 1/8wl"2 Sx Req'd (in A3)= 50.09 M/Cd*FbCrCF Sx Furnished = 63.28 (bdA2)/6 fv = (psi) 90.43 3V/Cd2bdCH < 180 psi Deflection = (in) 0.160 1/240 =(in) 0.600 >Deflection Okay Use Two 2"x 12" DF-L#2 Rafters rafter.calc12-25 i I Daniel Wambeke, P.E. Page 1 1/30/2005 INTERIOR RAFTER DESIGN CALCULATIONS 100'x 100'x 18' Post Frame Building for Wes Ruth,Arlington, WA Alpine Custom Buildings, Inc. RAFTER DESIGN CALCULATIONS Post Spacing = 13.5 Span = 100 Building Length = 100 Wall Height= 18 Roof Pitch 3 Dead Load = 5 Live Load = 25 Load Factor=Snow Load) 1.15 Cd Lumber Grade= DF-L#2 Fb = (psi) 900 Fv= (psi) 180 E _(psi) 1600000 Purlin Size Width,b Depth, d Size Factor CF 2"x 6" 1.5 5.5 1.3 2"x 8" 1.5 7.25 1.2 2"x 10" 1.5 9.25 1.1 2"x 12" 1.5 11.25 1 1.0 2 -2"x12" 3 11.25 1.0 Rafter Span (Ft.) = 12 Load on Rafter= 405.00 PLF Total Load on Rafter= 405.00 PLF Moment in Rafter= 87480 1/8wl^2 in-lb Sx Req'd (in A3) = 84.52 M/Cd*FbCrCF Sx Furnished = 63.28 (bdA2)/6 OKAY fv = (psi) 52.83 3V/Cd2bdCH < 180 psi Deflection = (in) 0.332 1/240 =(in) 0.600 >Deflection Use Two 2"x 12" DF-L#2 Rafters Each Side of Posts rafter.calc12-25-12-Int Prepared by Daniel Wambeke, P.E. 1/30/2005 Page 1 POST CALCULATIONS 100'x 100'x 18' Post Frame Building for Wes Ruth, Arlington, WA Alpine Custom Buildings, Inc. Outside Wall Posts POST WIDTH=(inches) 6 Bay Spacing = 15 POST DEPTH =(inches) 10 A= (sq in) 60 Fb = (psi) 975 Section Modulus of Post=(in3) 100 Fc= (psi) 850 Span = 50 E = 1300000 Dead Load = 12 E'= Ci*E = (psi) 1235000 Live Load = 25 Fc*= CD*Fc*Cm*CF*Ci (psi) 756.10 Load Factor CD = 1.15 Load Case: Kce= 0.3 Dead Load + Live Load = 37 c= 0.8 Wall Dead Load = 3.5 Post Grade= Hem-Fir#1 Wall Height= 18 CALCULATIONS: Load from 18"Overhang: 675 Axial Load on Column (Ibs): 13875 Cm (Fc)= 0.91 Wall Load on Column (Ibs): 945 Cm (Fb) = 1 Total Vertical Column Load (Ibs): 15495 CIF (Fb, Fc) = 1 le= (inches) 208 kle/d = (k=0.8) 16.64 Ci (Fb, Fc) = 0.85 Fce = (psi) 1338.08 Ci (E)= 0.95 Fc'= (psi) 639.18 Cp = Calculated Allowable Compression = (Ibs) 38351 >TVL CL= 1 LOAD CASE: DL+.5LL+WL Wind Load Factor CD= 1.6 Total Wall Height (ft.) = 18 Effective Length = 18 (Knee Brace or 2nd Floor) WIND LOADS ON BUILDING -Middle Areas Wind Load = p=A 11,p530 p = Design Wind Pressure, PSF I\ = Building Height& Exposure Adjust. Factor= 1.00 IW = Importance Factor 1.00 p530 =Wind Pressure, PSF = 9.60 IBC Table 1609.6.2.1 (2) p = (PSF) 9.60 PSF CALCULATIONS: le= (inches) 208 Load from 18" Overhang: 393.75 kle/d = (k=0.8) 16.64 Axial Load on Column (Ibs): 9188 Fc* =CD*Fc*Cm*CF*Ci (psi) 1051.96 Wall Load on Column (Ibs): 945 Fce = (psi) 1338.08 Tot. Vert. Column Load (Ibs): 10526 Fc' = (psi) 806.86 Allowable Compression= (Ibs) 48411 Moment at Base Column = (ft-lb) 5832.00 69984 in-lb fc = (psi) 175.44 fb = M/Sx (psi) 699.84 Fb' = CD*Fb*Cm*CF*CL*Ci = 1326.00 Interaction Formula= 0.65 > 1.00 (fc/Fc')^2+(fb/((1-(fc/Fce))*Fb')) Use 6"x 10" Hem-Fir#1 Treated Posts POST10018.I13C i i Prepared by Daniel Wambeke, P.E. 1/30/2005 Page 1 POST CALCULATIONS 100'x 100'x 18' Post Frame Building for Wes Ruth,Arlington,WA Alpine Custom Buildings, Inc. Outside Wall Posts POST WIDTH = (inches) 6 Bay Spacing = 14 POST DEPTH= (inches) 10 A= (sq in) 60 Fb = (psi) 975 Section Modulus of Post=(in3) 100 Fc= (psi) 850 Span = 50 E = 1300000 Dead Load = 12 E' = Ci*E = (psi) 1235000 Live Load= 25 Fc*=CD*Fc*Cm*CF*Ci (psi) 756.10 Load Factor CD= 1.15 Load Case: Kee = 0.3 Dead Load + Live Load = 37 c= 0.8 Wall Dead Load= 3.5 Post Grade= Hem-Fir#1 Wall Height= 18 CALCULATIONS: Load from 18"Overhang: 675 Axial Load on Column (Ibs): 12950 Cm (Fc)= 0.91 Wall Load on Column (Ibs): 882 Cm (Fb) = 1 Total Vertical Column Load (Ibs): 14507 CF (Fb, Fc) = 1 le= (inches) 208 kle/d = (k=0.8) 16.64 Ci (Fb, Fc)= 0.85 Fee= (psi) 1338.08 Ci (E)= 0.95 Fc'= (psi) 639.18 Cp = Calculated Allowable Compression = (Ibs) 38351 >TVL CL = 1 LOAD CASE: DL+.5LL+WL Wind Load Factor CD= 1.6 Total Wall Height(ft.) = 18 Effective Length = 18 (Knee Brace or 2nd Floor) WIND LOADS ON BUILDING - Middle Areas Wind Load = p= '\ 1,PS30 p = Design Wind Pressure, PSF A = Building Height& Exposure Adjust. Factor= 1.00 IH, = Importance Factor 1.00 PS30 = Wind Pressure, PSF = 9.60 IBC Table 1609.6.2.1 (2) p = (PSF) 9.60 PSF CALCULATIONS: le = (inches) 208 Load from 18" Overhang: 393.75 kle/d = (k=0.8) 16.64 Axial Load on Column (Ibs): 8575 Fc*= CD*Fc*Cm*CF*Ci (psi) 1051.96 Wall Load on Column (Ibs): 882 Fee = (psi) 1338.08 Tot. Vert. Column Load (Ibs): 9851 Fc'= (psi) 806.86 Allowable Compression= (Ibs) 48411 Moment at Base Column = (ft-lb) 5443.20 65318 in-lb fc = (psi) 164.18 fb = M/Sx (psi) 653.18 Fb' = CD*Fb*Cm*CF*CL*Ci = 1326.00 Interaction Formula= 0.60 > 1.00 (fc/Fc')^2+(fb/((1-(fc/Fce))*Fb')) Use 6" x 10" Hem-Fir#1 Treated Posts POST10018.I13C i Prepared by Daniel Wambeke, P.E. 1/30/2005 Page 1 POST CALCULATIONS 100'x 100'x 18' Post Frame Building for Wes Ruth,Arlington,WA Alpine Custom Buildings, Inc. Outside Wall Posts POST WIDTH =(inches) 6 Bay Spacing = 13.5 POST DEPTH = (inches) 10 A= (sq in) 60 Fb= (psi) 975 Section Modulus of Post=(in3) 100 Fc= (psi) 850 Span = 50 E = 1300000 Dead Load = 12 E'=Ci*E= (psi) 1235000 Live Load = 25 Fc*=CD*Fc*Cm*CF*Ci (psi) 756.10 Load Factor CD= 1.15 Load Case: Kce= 0.3 Dead Load + Live Load = 37 c= 0.8 Wall Dead Load = 3.5 Post Grade= Hem-Fir#1 Wall Height= 18 CALCULATIONS: Load from 18"Overhang: 675 Axial Load on Column (Ibs): 12487.5 Cm (Fc)= 0.91 Wall Load on Column (Ibs): 851 Cm (Fb) = 1 Total Vertical Column Load (Ibs): 14013 CF (Fb, Fc) = 1 le= (inches) 208 kle/d = '(k=0.8) 16.64 Ci (Fb, Fc) = 0.85 Fce =(psi) 1338.08 Ci (E)= 0.95 Fc' = (psi) 639.18 Cp = Calculated Allowable Compression =(Ibs) 38351 >TVL CL = 1 LOAD CASE: DL+.5LL+WL Wind Load Factor CD= 1.6 Total Wall Height(ft.) = 18 Effective Length = 18 (Knee Brace or 2nd Floor) WIND LOADS ON BUILDING -Middle Areas Wind Load= p=I\ IW ps30 p = Design Wind Pressure, PSF A = Building Height& Exposure Adjust. Factor= 1.00 Iw = Importance Factor 1.00 p130 =Wind Pressure, PSF = 9.60 IBC Table 1609.6.2.1 (2) p = (PSF) 9.60 PSF CALCULATIONS: le = (inches) 208 Load from 18" Overhang: 393.75 kle/d = (k= 0.8) 16.64 Axial Load on Column (Ibs): 8269 Fc* =CD*Fc*Cm*CF*Ci (psi) 1051.96 Wall Load on Column (Ibs): 851 Fce = (psi) 1338.08 Tot. Vert. Column Load (Ibs): 9513 Fc' = (psi) 806.86 Allowable Compression= (Ibs) 48411 Moment at Base Column = (ft-lb) 5248.80 62986 in-lb fc = (psi) 158.55 fb = M/Sx (psi) 629.86 Fb' = CD*Fb*Cm*CF*CL*Ci = 1326.00 Interaction Formula= 0.58 > 1.00 (fc/Fc')"2+(fb/((1-(fc/Fce))*Fb')) Use 6"x 10" Hem-Fir#1 Treated Posts POST10018.I13C i I Prepared by Daniel Wambeke, P.E. 1/30/2005 Page 1 POST CALCULATIONS 100'x 1 00'x 18' Post Frame Building for Wes Ruth,Arlington,WA Alpine Custom Buildings, Inc. Center Posts POST WIDTH = (inches) 6 Bay Spacing = 15 POST DEPTH =(inches) 10 A= (sq in) 60 Fb = (psi) 975 Section-Modulus of Post=(in3) 100 Fc= (psi) 850 Span = 100 E= 1300000 Dead Load = 12 E'=Ci*E = (psi) 1235000 Live Load= 25 Fc*= CD*Fc*Cm*CF*Ci (psi) 756.10 Load Factor CD= 1.15 Load Case: Kce= 0.3 Dead Load + Live Load = 37 c= 0.8 Wall Dead Load = 15 Post Grade= Hem-Fir#1 Wall Height= 18 CALCULATIONS: Axial Load on Column (Ibs): 27750 Cm (Fc)= 0.91 Wall Load on Column (Ibs): 4050 Cm (Fb)= 1 Total Vertical Column Load (Ibs): 31800 CF (Fb, Fc)= 1 le= (inches) 208 kle/d = (k=0.8) 16.64 Ci (Fb, Fc)= 0.85 Fce = (psi) 1338.08 Ci (E)= 0.95 Fc' = (psi) 639.18 Cp = Calculated Allowable Compression = (Ibs) 38351 >TVL CL = 1 LOAD CASE: DL+.5LL+WL Wind Load Factor CD = 1.6 Total Wall Height(ft.) = 18 Effective Length = 18 (Knee Brace or 2nd Floor) WIND LOADS ON BUILDING -Middle Areas Wind Load = p =A IW P130 p = Design Wind Pressure, PSF I\ = Building Height& Exposure Adjust. Factor= 1.00 IW = Importance Factor 1.00 ps30 =Wind Pressure, PSF = 9.60 IBC Table 1609.6.2.1 (2) p = (PSF) 5.00 PSF CALCULATIONS: le = (inches) 208 kle/d = (k=0.8) 16.64 Axial Load on Column (Ibs): 18375 Fc* = CD*Fc*Cm*CF*Ci (psi) 1051.96 Wall Load on Column (Ibs): 4050 Fce = (psi) 1338.08 Tot. Vert. Column Load (Ibs): 22425 Fc'= (psi) 806.86 Allowable Compression= (Ibs) 48411 Moment at Base Column = (ft-lb) 3037.50 36450 in-lb fc = (psi) 373.75 fb = M/Sx (psi) 364.50 Fb' = CD*Fb*Cm*CF*CL*Ci = 1326.00 Interaction Formula= 0.60 > 1.00 (fc/Fc')"2+(fb/((1-(fc/Fce))*Fb')) Use 6"x 10" Hem-Fir#1 Treated Posts POST10018.I13C I I Prepared by Daniel Wambeke, P.E. 1/30/2005 Page 1 POST CALCULATIONS 100'x 100'x 18' Post Frame Building for Wes Ruth,Arlington,WA Alpine Custom Buildings, Inc. Center Posts POST WIDTH =(inches) 6 Bay Spacing = 14 POST DEPTH =(inches) 10 A= (sq in) 60 Fb = (psi) 975 Section Modulus of Post=(in3) 100 Fc= (psi) 850 Span = 100 E = 1300000 Dead Load = 12 E'= Ci*E= (psi) 1235000 Live Load = 25 Fc*= CD*Fc*Cm*CF*Ci (psi) 756.10 Load Factor CD= 1.15 Load Case: Kce= 0.3 Dead Load + Live Load = 37 c= 0.8 Wall Dead Load = 15 Post Grade= Hem-Fir#1 Wall Height= 18 CALCULATIONS: Axial Load on Column (Ibs): 25900 Cm (Fc)= 0.91 Wall Load on Column (Ibs): 3780 Cm (Fb) = 1 Total Vertical Column Load (Ibs): 29680 CF (Fb, Fc)= 1 le= (inches) 208 kle/d = (k=0.8) 16.64 Ci (Fb, Fc) = 0.85 Fce = (psi) 1338.08 Ci (E) = 0.95 Fc' = (psi) 639.18 Cp = Calculated Allowable Compression = (Ibs) 38351 >TVL CL = 1 LOAD CASE: DL+.5LL+WL Wind Load Factor CD= 1.6 Total Wall Height(ft.) = 18 Effective Length = 18 (Knee Brace or 2nd Floor) WIND LOADS ON BUILDING -Middle Areas Wind Load = p=/\ IW Psso p = Design Wind Pressure, PSF = Building Height& Exposure Adjust. Factor= 1.00 IW = Importance Factor 1.00 Ps30 =Wind Pressure, PSF = 9.60 IBC Table 1609.6.2.1 (2) p = (PSF) 5.00 PSF CALCULATIONS: le = (inches) 208 kle/d = (k=0.8) 16.64 Axial Load on Column (lbs): 17150 Fc* = CD*Fc*Cm*CF*Ci (psi) 1051.96 Wall Load on Column (Ibs): 3780 Fce = (psi) 1338.08 Tot. Vert. Column Load (Ibs): 20930 Fc'= (psi) 806.86 Allowable Compression= (Ibs) 48411 Moment at Base Column = (ft-lb) 2835.00 34020 in-lb fc = (psi) 348.83 fb = M/Sx (psi) 340.20 Fb' = CD*Fb*Cm*CF*CL*Ci = 1326.00 Interaction Formula= 0.53 > 1.00 (fc/Fc')^2+(fb/((1-(fc/Fce))*Fb')) Use 6"x 10" Hem-Fir#1 Treated Posts POST10018.I13C Prepared by Daniel Wambeke, P.E. 1/30/2005 Page 1 POST CALCULATIONS 100'x 100'x 18' Post Frame Building for Wes Ruth,Arlington, WA Alpine Custom Buildings, Inc. Center Posts POST WIDTH =(inches) 6 Bay Spacing = 13.5 POST DEPTH =(inches) 10 A= (sq in) 60 Fb = (psi) 975 Section Modulus of Post= (in3) 100 Fc= (psi) 850 Span = 100 E = 1300000 Dead Load = 12 E'=Ci*E= (psi) 1235000 Live Load = 25 Fc*=CD*Fc*Cm*CF*Ci (psi) 756.10 Load Factor CD = 1.15 Load Case: Kce= 0.3 Dead Load +Live Load = 37 c= 0.8 Wall Dead Load = 15 Post Grade= Hem-Fir#1 Wall Height= 18 CALCULATIONS: Axial Load on Column (Ibs): 24975 Cm (Fc)= 0.91 Wall Load on Column (Ibs): 3645 Cm (Fb) = 1 Total Vertical Column Load (Ibs): 28620 CF (Fb, Fc) = 1 le= (inches) 208 kle/d = (k=0.8) 16.64 Ci (Fb, Fc) = 0.85 Fce = (psi) 1338.08 Ci (E)= 0.95 Fc' =(psi) 639.18 Cp= Calculated Allowable Compression = (Ibs) 38351 >TVL CL= 1 LOAD CASE: DL+.5LL+WL Wind Load Factor CD= 1.6 Total Wall Height(ft.) = 18 Effective Length = 18 (Knee Brace or 2nd Floor) WIND LOADS ON BUILDING - Middle Areas Wind Load = p=A Iw ps30 p = Design Wind Pressure, PSF A= Building Height& Exposure Adjust. Factor= 1.00 1,= Importance Factor 1.00 ps30 =Wind Pressure, PSF = 9.60 IBC Table 1609.6.2.1 (2) p = (PSF) 5.00 PSF CALCULATIONS: le = (inches) 208 kle/d = (k= 0.8) 16.64 Axial Load on Column (Ibs): 16538 Fc*= CD*Fc*Cm*CF*Ci (psi) 1051.96 Wall Load on Column (Ibs): 3645 Fce = (psi) 1338.08 Tot. Vert. Column Load (Ibs): 20183 Fc' = (psi) 806.86 Allowable Compression= (Ibs) 48411 Moment at Base Column = (ft-lb) 2733.75 32805 in-lb fc = (psi) 336.38 fb = M/Sx (psi) 328.05 Fb' = CD*Fb*Cm*CF*CL*Ci = 1326.00 Interaction Formula= 0.50 > 1.00 (fc/Fc')A2+(fb/((1-(fc/Fce))*Fb')) Use 6"x 10" Hem-Fir#1 Treated Posts POST10018.IBC i Prepared by Daniel Wambeke, P.E. 1/30/2005 Page 1 POST FOOTING SIZE & POST EMBEDMENT CALCULATIONS 100'x 100'x 18'Post Frame Building for Wes Ruth,Arlington,WA Alpine Custom Buildings, Inc. Outside Wall Posts SPAN 50 WIND SPEED, MPH 85 EAVE HEIGHT 18 IBC EXPOSURE B BAY SPACE 15 LOAD DURATION FACTOR 1.333 ROOF DEAD LOAD = 12 ROOF LIVE LOAD 25 WALL DEAD LOAD, PSF 3.5 Allowable Soil Bearing Pressure 2000 PSF (CONSTANT TABLE 1804.2) Allow. Lateral Soil Bearing Pressure 150 PSF 2003 IBC TABLE 1804.2 DETERMINE FOOTING AREA REQ'D :Load from 18'Overhang = 675 Roof Load = 13875 Roof Load =Span/2 x Bay Space x(Roof Load + D. L.) Wall Dead Load = 945 Wall Dead Load=Eave Height x Bay Spacing x Wall D.L. Total Vertical Load = 15495 Assumed Post Depth = (Feet) 3.5 Allowable Soil Bearing Pressure = 2000 Pier Area Req'd = (Sq. Ft.) 7.75 Pier Diameter Req'd = (Feet) 3.14 DETERMINE POST EMBEDMENT DEPTH WIND LOADS ON BUILDING - Middle Areas Wind Load = p=A IW P130 p = Design Wind Pressure, PSF A = Building Height& Exposure Adjust. Fa 1.00 IW = Importance Factor 1.00 P530 =Wind Pressure, PSF = 9.60 IBC Table 1609.6.2.1 (2) p = (PSF) 9.60 PSF Moment @ Post Base = Ms =1/8 Wind Load x Bay Space x Eave Height^2 (Ft. Lb.) Moment @ Post Base = 5832.00 Ft-Lb S =Allow. Lateral Bearing Pressure @ Surface= Allow 1/2" Movement @ Ground Surface = 2 * Duration Increase (Lateral Bearing x Depth) IBC 1804.3.1 S = (PSF) 1399.65 Post Embedment Depth = d = ((4.25 x Ms)/S x PD))^0.5 (Feet) d = 2.37 Use 3'2" Diameter x 3' 6" Deep Concrete Footing POSTFT4014.x11 i t Prepared by Daniel Wambeke, P.E. 1/30/2005 Page 1 POST FOOTING SIZE & POST EMBEDMENT CALCULATIONS 100'x 100'x 18' Post Frame Building for Wes Ruth,Arlington,WA Alpine Custom Buildings, Inc. Outside Wall Posts SPAN 50 WIND SPEED, MPH 85 EAVE HEIGHT 18 IBC EXPOSURE B BAY SPACE 14 LOAD DURATION FACTOR 1.333 ROOF DEAD LOAD = 12 ROOF LIVE LOAD 25 WALL DEAD LOAD, PSF 3.5 Allowable Soil Bearing Pressure 2000 PSF (CONSTANT TABLE 1804.2) Allow. Lateral Soil Bearing Pressure 150 PSF 2003 IBC TABLE 1804.2 DETERMINE FOOTING AREA REQ'D :Load from 18'Overhang = 675 Roof Load = 12950 Roof Load =Span/2 x Bay Space x(Roof Load + D. L.) Wall Dead Load = 882 Wall Dead Load= Eave Height x Bay Spacing x Wall D.L. Total Vertical Load = 14507 Assumed Post Depth = (Feet) 3.5 Allowable Soil Bearing Pressure = 2000 Pier Area Req'd = (Sq. Ft.) 7.25 Pier Diameter Req'd = (Feet) 3.04 DETERMINE POST EMBEDMENT DEPTH WIND LOADS ON BUILDING - Middle Areas Wind Load= p=/\ IW P130 p = Design Wind Pressure, PSF A= Building Height& Exposure Adjust. Fa 1.00 IW= Importance Factor 1.00 P00 =Wind Pressure, PSF = 9.60 IBC Table 1609.6.2.1 (2) p = (PSF) 9.60 PSF Moment @ Post Base = Ms =1/8 Wind Load x Bay Space x Eave Height^2 (Ft. Lb.) Moment @ Post Base = 5443.20 Ft-Lb S =Allow. Lateral Bearing Pressure @ Surface = Allow 1/2" Movement @ Ground Surface =2 '' Duration Increase" (Lateral Bearing x Depth) IBC 1804.3.1 S = (PSF) 1399.65 Post Embedment Depth =d = ((4.25 x Ms)/S x PD))^0.5 (Feet) d = 2.33 Use 3'2" Diameter x 3' 6" Deep Concrete Footing POSTFT4014.x11 Prepared by Daniel Wambeke, P.E. 1/30/2005 Page 1 POST FOOTING SIZE & POST EMBEDMENT CALCULATIONS 100'x 1 00'x 18' Post Frame Building for Wes Ruth,Arlington,WA Alpine Custom Buildings, Inc. Outside Wall Posts SPAN 50 WIND SPEED, MPH 85 EAVE HEIGHT 18 IBC EXPOSURE B BAY SPACE 13.5 LOAD DURATION FACTOR 1.333 ROOF DEAD LOAD = 12 ROOF LIVE LOAD 25 WALL DEAD LOAD, PSF 3.5 Allowable Soil Bearing Pressure 2000 PSF (CONSTANT TABLE 1804.2) Allow. Lateral Soil Bearing Pressure 150 PSF 2003 IBC TABLE 1804.2 DETERMINE FOOTING AREA REQ'D :Load from 18'Overhang = 675 Roof Load = 12488 Roof Load =Span/2 x Bay Space x (Roof Load + D. L.) Wall Dead Load = 851 Wall Dead Load = Eave Height x Bay Spacing x Wall D.L. Total Vertical Load = 14013 Assumed Post Depth = (Feet) 3.5 Allowable Soil Bearing Pressure = 2000 Pier Area Req'd = (Sq. Ft.) 7.01 Pier Diameter Req'd = (Feet) 2.99 DETERMINE POST EMBEDMENT DEPTH WIND LOADS ON BUILDING - Middle Areas Wind Load= p= \ IW P00 p = Design Wind Pressure, PSF = Building Height& Exposure Adjust. Fa 1.00 IW = Importance Factor 1.00 PS30 =Wind Pressure, PSF = 9.60 IBC Table 1609.6.2.1 (2) p = (PSF) 9.60 PSF Moment @ Post Base = Ms =1/8 Wind Load x Bay Space x Eave Height^2 (Ft. Lb.) Moment @ Post Base = 5248.80 Ft-Lb S =Allow. Lateral Bearing Pressure @ Surface = Allow 1/2" Movement @ Ground Surface =2 * Duration Increase (Lateral Bearing x Depth) IBC 1804.3.1 S = (PSF) 1399.65 Post Embedment Depth = d = ((4.25 x Ms)/S x PD))^0.5 (Feet) d = 2.31 Use 3'2" Diameter x 3' 6" Deep Concrete Footing POSTFT4014.xl l Y Prepared by Daniel Wambeke, P.E. 1/30/2005 Page 1 POST FOOTING SIZE & POST EMBEDMENT CALCULATIONS 100'x 100'x 18'Post Frame Building for Wes Ruth,Arlington,WA Alpine Custom Buildings, Inc. Center Posts SPAN 100 WIND SPEED, MPH 85 EAVE HEIGHT 18 IBC EXPOSURE B BAY SPACE 15 LOAD DURATION FACTOR 1.333 ROOF DEAD LOAD = 12 ROOF LIVE LOAD 25 WALL DEAD LOAD, PSF 15 Allowable Soil Bearing Pressure 2000 PSF (CONSTANT TABLE 1804.2) Allow. Lateral Soil Bearing Pressure 150 PSF 2003 IBC TABLE 1804.2 DETERMINE FOOTING AREA REQ'D Roof Load = 27750 Roof Load =Span/2 x Bay Space x (Roof Load +D. L.) Wall Dead Load = 4050 Wall Dead Load=Eave Height x Bay Spacing x Wall D.L. Total Vertical Load = 31800 Assumed Post Depth = (Feet) 3.5 Allowable Soil Bearing Pressure = 2000 Pier Area Req'd = (Sq. Ft.) 15.90 Pier Diameter Req'd = (Feet) 4.50 DETERMINE POST EMBEDMENT DEPTH WIND LOADS ON BUILDING -Middle Areas Wind Load= p= '\ IW P130 p = Design Wind Pressure, PSF A = Building Height& Exposure Adjust. Fa 1.00 IW = Importance Factor 1.00 Ps30 =Wind Pressure, PSF = 9.60 IBC Table 1609.6.2.1 (2) p = (PSF) 5.00 PSF Moment @ Post Base = Ms =1/8 Wind Load x Bay Space x Eave Height^2 (Ft. Lb.) Moment @ Post Base = 3037.50 Ft-Lb S =Allow. Lateral Bearing Pressure @ Surface = Allow 1/2" Movement @ Ground Surface = 2 '' Duration Increase " (Lateral Bearing x Depth) IBC 1804.3.1 S = (PSF) 1399.65 Post Embedment Depth = d = ((4.25 x Ms)/S x PD))^0.5 (Feet) d = 1.43 Use 4' 6" Diameter x 3' 6" Deep Concrete Footing POSTFT4014.xll i Prepared by Daniel Wambeke, P.E. 1/30/2005 Page 1 POST FOOTING SIZE & POST EMBEDMENT CALCULATIONS 100'x 100'x 18' Post Frame Building for Wes Ruth,Arlington,WA Alpine Custom Buildings, Inc. Center Posts SPAN 100 WIND SPEED, MPH 85 EAVE HEIGHT 18 IBC EXPOSURE B BAY SPACE 14 LOAD DURATION FACTOR 1.333 ROOF DEAD LOAD = 12 ROOF LIVE LOAD 25 WALL DEAD LOAD, PSF 15 Allowable Soil Bearing Pressure 2000 PSF (CONSTANT TABLE 1804.2) Allow. Lateral Soil Bearing Pressure 150 PSF 2003 IBC TABLE 1804.2 DETERMINE FOOTING AREA REQ'D Roof Load = 25900 Roof Load = Span/2 x Bay Space x(Roof Load + D. L.) Wall Dead Load = 3780 Wall Dead Load= Eave Height x Bay Spacing x Wall D.L. Total Vertical Load = 29680 Assumed Post Depth = (Feet) 3.5 Allowable Soil Bearing Pressure= 2000 Pier Area Req'd = (Sq. Ft.) 14.84 Pier Diameter Req'd = (Feet) 4.35 DETERMINE POST EMBEDMENT DEPTH WIND LOADS ON BUILDING -Middle Areas Wind Load= p= \ IW PS30 p = Design Wind Pressure, PSF A = Building Height& Exposure Adjust. Fa 1.00 IW = Importance Factor 1.00 Ps30 =Wind Pressure, PSF = 9.60 IBC Table 1609.6.2.1 (2) p = (PSF) 5.00 PSF Moment @ Post Base = Ms =1/8 Wind Load x Bay Space x Eave Height^2 (Ft. Lb.) Moment @ Post Base = 2835.00 Ft-Lb S =Allow. Lateral Bearing Pressure @ Surface = Allow 1/2" Movement @ Ground Surface =2 * Duration Increase * (Lateral Bearing x Depth) IBC 1804.3.1 S = (PSF) 1399.65 Post Embedment Depth = d = ((4.25 x Ms)/S x PD))"0.5 (Feet) d = 1.41 Use 4' 6" Diameter x 3' 6" Deep Concrete Footing POSTFT4014.x11 1 1 I Prepared by Daniel Wambeke, P.E. 1/30/2005 Page 1 POST FOOTING SIZE &POST EMBEDMENT CALCULATIONS 100'x 100'x 18' Post Frame Building for Wes Ruth, Arlington,WA Alpine Custom Buildings, Inc. Center Posts SPAN 100 WIND SPEED, MPH 85 EAVE HEIGHT 18 IBC EXPOSURE B BAY SPACE 13.5 LOAD DURATION FACTOR 1.333 ROOF DEAD LOAD = 12 ROOF LIVE LOAD 25 WALL DEAD LOAD, PSF 15 Allowable Soil Bearing Pressure 2000 PSF (CONSTANT TABLE 1804.2) Allow. Lateral Soil Bearing Pressure 150 PSF 2003 IBC TABLE 1804.2 DETERMINE FOOTING AREA REQ'D Roof Load = 24975 Roof Load =Span/2 x Bay Space x(Roof Load + D. L.) Wall Dead Load = 3645 Wall Dead Load= Eave Height x Bay Spacing x Wall D.L. Total Vertical Load = 28620 Assumed Post Depth = (Feet) 3.5 Allowable Soil Bearing Pressure = 2000 Pier Area Req'd = (Sq. Ft.) 14.31 Pier Diameter Req'd = (Feet) 4.27 DETERMINE POST EMBEDMENT DEPTH WIND LOADS ON BUILDING -Middle Areas Wind Load = p= k IW P130 p = Design Wind Pressure, PSF ,k= Building Height& Exposure Adjust. Fa 1.00 IW = Importance Factor 1.00 P530 =Wind Pressure, PSF = 9.60 IBC Table 1609.6.2.1 (2) p = (PSF) 5.00 PSF Moment @ Post Base= Ms =1/8 Wind Load x Bay Space x Eave Height"2 (Ft. Lb.) Moment @ Post Base = 2733.75 Ft-Lb S =Allow. Lateral Bearing Pressure @ Surface = Allow 1/2"Movement @ Ground Surface =2 " Duration Increase "(Lateral Bearing x Depth) IBC 1804.3.1 S = (PSF) 1399.65 Post Embedment Depth = d = ((4.25 x Ms)/S x PD))^0.5 (Feet) d = 1.39 Use 4' 6" Diameter x 3' 6" Deep Concrete Footing POSTFT4014.xll Prepared by Daniel Wambeke, P.E. 1/30/2005 Page 1 ENDWALL POST CALCULATIONS 100'x 100'x 18'Post Frame Building for Wes Ruth,Arlington,WA Alpine Custom Buildings, Inc. POST WIDTH=(inches) 6 End Bay Spacing= 15 POST DEPTH=(inches) 8 A= (sq in) 48 Fb= (psi) 575 Endwall Post Spacing= 12.5 Fc= (psi) 575 Dead Load= 12 E=(psi) 1100000 Live Load= 25 E'= Ci*E= (psi) 1045000 Load Factor= 1.15 Fc*=CD*Fc*Cm*CF*Ci(psi) 511.48 c= 0.8 Kce= 0.3 Post Section Modulus= 64 Load Case: Post Grade= Hem Fir#2 Dead Load+Live Load= 37 Endwall Post Height= 27.375 Wall Dead Load= 3.5 Bldg.Eave Height= 18 CALCULATIONS: Load from 18"Overhang= 562.5 Axial Load on Column (Ibs): 3469 Cm(Fc)= 0.91 Wall Load on Column (Ibs): 1198 Cm(Fb)= 1 Tot.Vert.Column Load(Ibs): 5229 CF(Fb, Fc)= 1 le=(inches) 204 Ci (Fb, Fc) 0.85 kle/d= (k=0.8) 20.40 Ci (E)= 0.95 Fce= (psi) 753.32 Cp= Calculated Fc'= (psi) 412.01 CL= 1 Allowable Compression= (Ibs) 19776 >TVL LOAD CASE: DL+.5LL+WL Load Factor-- 1.6 WIND LOADS ON BUILDING-Middle Areas Wind Load= p= k IW PS30 p= Design Wind Pressure, PSF A= Building Height& Exposure Adjust. Factor= 1.00 IW= Importance Factor 1.00 P130=Wind Pressure, PSF= 9.60 IBC Table 1609.6.2.1 (2) p= (PSF) 9.60 PSF CALCULATIONS: Load from 18"Overhang: 328.125 Axial Load on Column (Ibs): 2297 Wall Load on Column (Ibs): 1198 Tot.Vert. Column Load (Ibs): 3823 le= (inches) 208 kle/d= (k=0.8) 20.80 Fc*= CD*Fc*Cm*CF*Ci (psi) 711.62 Fce= (psi) 724.62 Fc'= (psi) 496.14 Allowable Compression = (Ibs) 23815 Moment in Base Column: (in-lb) 43765 M= (w12A3+wl1A3)/8(wl2+wl1) fc= (psi) 79.64 fb= (psi) 683.83 Fb'= CD*Fb*Cm*CF*CL*Ci = 782.00 Interaction Formula = 1.01 = 1.00 (fc/Fc')A2+(fb/((1-(fc/Fce))*Fb)) Use 6"x 8" Hem-Fir#2 Treated Posts ENDPOSTI2.IBC Prepared by Daniel Wambeke, P.E. 1/30/2005 Page 1 ENDWALL POST CALCULATIONS 100'x 100'x 18' Post Frame Building for Wes Ruth,Arlington,WA Alpine Custom Buildings, Inc. POST WIDTH =(inches) 6 End Bay Spacing= 13 POST DEPTH =(inches) 8 A= (sq in) 48 Fb= (psi) 575 Endwall Post Spacing= 12.5 Fc= (psi) 575 Dead Load= 12 E=(psi) 1100000 Live Load= 25 E'=Ci*E= (psi) 1045000 Load Factor= 1.15 Fc*=CD*Fc*Cm*CF*Ci(psi) 511.48 c= 0.8 Kce= 0.3 Post Section Modulus= 64 Load Case: Post Grade= Hem Fir#2 Dead Load+ Live Load= 37 Endwall Post Height= 27.375 Wall Dead Load= 3.5 Bldg. Eave Height= 18 CALCULATIONS: Load from 18"Overhang= 562.5 Axial Load on Column (Ibs): 3006 Cm(Fc)= 0.91 Wall Load on Column (lbs): 1198 Cm(Fb)= 1 Tot.Vert. Column Load(Ibs): 4766 CF(Fb, Fc)= 1 le=(inches) 204 Ci(Fb, Fc) 0.85 kle/d= (k =0.8) 20.40 Ci(E)= 0.95 Fce= (psi) 753.32 Cp= Calculated Fc'= (psi) 412.01 CL= 1 Allowable Compression= (Ibs) 19776 >TVL LOAD CASE: DL+.5LL+WL Load Factor-- 1.6 WIND LOADS ON BUILDING-Middle Areas Wind Load =p=I\IW p130 p= Design Wind Pressure, PSF A= Building Height& Exposure Adjust. Factor= 1.00 IW= Importance Factor 1.00 ps30=Wind Pressure, PSF= 9.60 IBC Table 1609.6.2.1 (2) p= (PSF) 9.60 PSF CALCULATIONS: Load from 18"Overhang: 328.125 Axial Load on Column (Ibs): 1991 Wall Load on Column (lbs): 1198 Tot.Vert. Column Load (Ibs): 3516 le= (inches) 208 kle/d= (k= 0.8) 20.80 Fc*= CD*Fc*Cm*CF*Ci (psi) 711.62 Fce= (psi) 724.62 Fc'= (psi) 496.14 Allowable Compression =(Ibs) 23815 Moment in Base Column: (in-lb) 43765 M= (wl2A3+wl1 A3)/8(wl2+wl1) fc= (psi) 73.26 fb= (psi) 683.83 Fb'= CD*Fb*Cm*CF*CL*Ci= 782.00 Interaction Formula= 0.99 < 1.00 (fc/Fc')A2+(fb/((1-(fc/Fce))*Fb)) Use 6"x 8" Hem-Fir#2 Treated Posts ENDPOST12.I13C Prepared by Daniel Wambeke, P.E. 1/30/2005 Page 1 ENDWALL POST FOOTING SIZE & POST EMBEDMENT CALCULATIONS 1 00'x 1 00'x 18' Post Frame Building for Wes Ruth,Arlington,WA Alpine Custom Buildings, Inc. BUILDING SPAN 100 WIND SPEED, MPH 85 EAVE HEIGHT 18 IBC EXPOSURE B END BAY SPACING 15 ENDWALL POST SPACING = 12.5 LOAD DURATION FACTOR 1.333 ENDWALL POST TOTAL HEIGHT= 27.375 ROOF DEAD LOAD = 12 ROOF LIVE LOAD 25 ALLOW 1/2" MOVEMENT WALL DEAD LOAD, PSF 3.5 Allowable Soil Bearing Pressure, PSF 2000 IBC TABLE 1804.2 Allowable Lateral Bearing Pressure, PSF 150 IBC TABLE 1804.2 DETERMINE FOOTING AREA REQ'D Load from 18"Overhang = 562.5 Roof Load = 3469 Roof Load =Span/2 x Bay Space x (Roof Load + D. L.) Wall Dead Load = 1198 Wall Dead Load= Eave Height x Bay Spacing x Wall D.L. Total Vertical Load = 5229 Assumed Post Depth = (Feet) 3.5 Working Soil Bearing Pressure= 2000 Pier Area Req'd = (Sq. Ft.) 2.61 Pier Diameter Req'd = (Feet) 1.82 DETERMINE POST EMBEDMENT DEPTH WIND LOADS ON BUILDING -Middle Areas Wind Load = p =A IW Ps30 p = Design Wind Pressure, PSF A = Building Height& Exposure Adjust. Factor= 1.00 IW = Importance Factor 1.00 Ps30=Wind Pressure, PSF = 9.60 IBC Table 1609.6.2.1 (2) p = (PSF) 9.60 PSF Duration Increase= 1.33 Moment @ Post Base M = (w123+w113)/8(WI2+wll) Moment @ Post Base = 3647.11 ft-lb S =Allow. Lateral Bearing Pressure @ Surface= 150 PSF/ft. =2 " Duration Increase Lateral Bearing Pressure* Depth S = (PSF) 1396.50 Post Embedment Depth = d = ((4.25 x M9 )/S3 x PD))^0.5 IBC 1804.3.1 d = 2.47 Use 2' 0" Diameter x 3'6" Deep Concrete Footing ENDPOSTFT1212.IBC i Prepared by Daniel Wambeke, P.E. 1/30/2005 Page 1 ENDWALL POST FOOTING SIZE & POST EMBEDMENT CALCULATIONS 100'x 100'x 18' Post Frame Building for Wes Ruth,Arlington,WA Alpine Custom Buildings, Inc. BUILDING SPAN 100 WIND SPEED, MPH 85 EAVE HEIGHT 18 IBC EXPOSURE B END BAY SPACING 13 ENDWALL POST SPACING = 12.5 LOAD DURATION FACTOR 1.333 ENDWALL POST TOTAL HEIGHT= 27.375 ROOF DEAD LOAD = 12 ROOF LIVE LOAD 25 ALLOW 1/2"MOVEMENT WALL DEAD LOAD, PSF 3.5 Allowable Soil Bearing Pressure, PSF 2000 IBC TABLE 1804.2 Allowable Lateral Bearing Pressure, PSF 150 IBC TABLE 1804.2 DETERMINE FOOTING AREA REQ'D Load from 18"Overhang = 562.5 Roof Load = 3006 Roof Load =Span/2 x Bay Space x (Roof Load + D. L.) Wall Dead Load = 1198 Wall Dead Load= Eave Height x Bay Spacing x Wall D.L. Total Vertical Load = 4766 Assumed Post Depth = (Feet) 3.5 Working Soil Bearing Pressure= 2000 Pier Area Req'd = (Sq. Ft.) 2.38 Pier Diameter Req'd = (Feet) 1.74 DETERMINE POST EMBEDMENT DEPTH WIND LOADS ON BUILDING -Middle Areas Wind Load= p=A Iw Ps30 p = Design Wind Pressure, PSF = Building Height& Exposure Adjust. Factor= 1.00 Imo, = Importance Factor 1.00 POO = Wind Pressure, PSF = 9.60 IBC Table 1609.6.2.1 (2) p = (PSF) 9.60 PSF Duration Increase = 1.33 Moment @ Post Base M = W23+w113)/8(w12+Wll) Moment @ Post Base = 3647.11 ft-lb S =Allow. Lateral Bearing Pressure @ Surface= 150 PSF/ft. =2 " Duration Increase * Lateral Bearing Pressure ` Depth S = (PSF) 1396.50 Post Embedment Depth = d = ((4.25 x M9 )/S3 x PD))^0.5 IBC 1804.3.1 d = 2.52 Use 2'0" Diameter x 3' 6" Deep Concrete Footing ENDPOSTFT1212.I13C I Prepared by Daniel Wambeke, P.E. 1/30/2005 Page 1 INTERIOR ENDWALL POST CALCULATIONS 1 00'x 100'x 18'Post Frame Building for Wes Ruth,Arlington,WA Alpine Custom Buildings, Inc. POST WIDTH =(inches) 6 End Bay Spacing= 13.5 POST DEPTH =(inches) 8 A= (sq in) 48 Fb= (psi) 575 Endwall Post Spacing= 12.5 Fc= (psi) 575 Dead Load= 5 E=(psi) 1100000 Live Load= 25 E'=Ci*E= (psi) 1045000 Load Factor= 1.15 Fc*=CD*Fc*Cm*CF*Ci(psi) 511.48 c= 0.8 Kce= 0.3 Post Section Modulus 64 Load Case: Post Grade= Hem Fir#2 Dead Load+ Live Load= 30 Endwall Post Height= 27.375 Wall Dead Load= 3.5 Bldg. Eave Height= 18 CALCULATIONS: Load from Loft: 6906.25 Axial Load on Column (Ibs): 10125 Cm(Fc)= 0.91 Wall Load on Column (Ibs): 1198 Cm(Fb)= 1 Tot.Vert. Column Load (Ibs): 18229 CF(Fb, Fc)= 1 le= (inches) 204 Ci(Fb, Fc) 0.85 kle/d= (k=0.8) 20.40 Ci(E)= 0.95 Fce= (psi) 753.32 Cp= Calculated Fc'= (psi) 412.01 CL= 1 Allowable Compression= (Ibs) 19776 >TVL LOAD CASE: DL+.5LL+WL Load Factor-- 1.6 WIND LOADS ON BUILDING -Middle Areas Wind Load = p =A IW P130 p=Design Wind Pressure, PSF A= Building Height&Exposure Adjust. F 1.00 lW=Importance Factor 1.00 PS30=Wind Pressure, PSF= 9.60 IBC Table 1609.6.2.1 (2) p= (PSF) 5.00 PSF Interior Wall CALCULATIONS: Load from Loft: 3859.375 Axial Load on Column (Ibs): 5906 Wall Load on Column (Ibs): 1198 Tot.Vert.Column Load (Ibs): 10963 le=(inches) 208 - kle/d= (k=6.8) 20.80 Fc*=CD*Fc*Cm*CF*Ci (psi) 711.62 Fce= (psi) 724.62 Fc'= (psi) 496.14 Allowable Compression = (Ibs) 23814.88 Moment in Base Column: (in-lb) 22794 M=W2A3+w11^3)/8(wl2+wl1) fc= (psi) 228.40 fb= (psi) 356.16 Fb'=CD*Fb*Cm*CF*CL*Ci= 782.00 Interaction Formula = 0.88 > 1.00 (fc/Fc')A2+(fb/((1-(fc/Fce))*Fb)) Use 6"xW Hem-Fir#2 Treated Posts ENDPOST12.lnteriorlBC Prepared by Daniel Wambeke, P.E. 1/30/2005 Page 1 INTERIOR ENDWALL POST CALCULATIONS 100'x 100'x 18'Post Frame Building for Wes Ruth,Arlington,WA Alpine Custom Buildings, Inc. POST WIDTH =(inches) 6 End Bay Spacing= 13.5 POST DEPTH=(inches) 8 A= (sq in) 48 Fb= (psi) 575 Endwall Post Spacing= 12.5 Fc= (psi) 575 Dead Load= 12 E_(psi) 1100000 Live Load= 25 E'=Ci*E_ (psi) 1045000 Load Factor= 1.15 Fc*=CD*Fc*Cm*CF*Ci(psi) 511.48 c= 0.8 Kce= 0.3 Post Section Modulus 64 Load Case: Post Grade= Hem Fir#2 Dead Load+ Live Load= 37 Endwall Post Height= 27.375 Wall Dead Load= 3.5 Bldg. Eave Height= 18 CALCULATIONS: Load from Loft: 6906.25 Axial Load on Column (Ibs): 6244 Cm(Fc)= 0.91 Wall Load on Column (Ibs): 1198 Cm(Fb)= 1 Tot. Vert.Column Load(Ibs): 14348 CF(Fb, Fc)= 1 le= (inches) 204 Ci (Fb, Fc) 0.85 kle/d = (k=0.8) 20.40 Ci (E)= 0.95 Fce=(psi) 753.32 Cp= Calculated Fc'_ (psi) 412.01 CL= 1 Allowable Compression=(Ibs) 19776 >TVL LOAD CASE: DL+.5LL+WL Load Factor-- 1.6 WIND LOADS ON BUILDING-Middle Areas Wind Load =p= A IW p130 p= Design Wind Pressure, PSF A= Building Height& Exposure Adjust. F 1.00 IW= Importance Factor 1.00 ps3o= Wind Pressure, PSF= 9.60 IBC Table 1609.6.2.1 (2) p= (PSF) 5.00 PSF Interior Wall CALCULATIONS: Load from Loft: 3859.375 Axial Load on Column (Ibs): 4134 Wall Load on Column (Ibs): 1198 Tot.Vert. Column Load (Ibs): 9191 le= (inches) 208 kle/d = (k=0.8) 20.80 Fc*= CD*Fc*Cm*CF"Ci (psi) 711.62 Fce= (psi) 724.62 Fc'_ (psi) 496.14 Allowable Compression = (Ibs) 23814.88 Moment in Base Column: (in-lb) 22794 M= (w12A3+w11^3)/8(wl2+wl1) fc= (psi) 191.49 fb= (psi) 356.16 Fb'= CD*Fb*Cm*CF*CL*Ci= 782.00 Interaction Formula = 0.77 > 1.00 (fc/Fc')A2+(fb/((1-(fc/Fce))*Fb)) Use 6"x 8" Hem-Fir#2 Treated Posts E N D PO ST 12.I nteriorl B C Prepared by Daniel Wambeke, P.E. 1/30/2005 Page 1 INTERIOR ENDWALL POST FOOTING SIZE &POST EMBEDMENT CALCULATIONS 100'x 100'x 18' Post Frame Building for Wes Ruth,Arlington,WA Alpine Custom Buildings, Inc. BUILDING SPAN 100 WIND SPEED, MPH 85 EAVE HEIGHT 18 IBC EXPOSURE B END BAY SPACING 13.5 ENDWALL POST SPACING = 12.5 LOAD DURATION FACTOR 1.333' ENDWALL POST TOTAL HEIGHT= 27.375 ROOF DEAD LOAD = 12 ROOF LIVE LOAD 25 ALLOW 1/2" MOVEMENT WALL DEAD LOAD, PSF 3.5 Allowable Soil Bearing Pressure, PSF 2000 IBC TABLE 1804.2 Allowable Lateral Bearing Pressure, PSF 150 IBC TABLE 1804.2 DETERMINE FOOTING AREA REQ'D Load from Loft= 6906.25 Roof Load = 12488 Roof Load = Span/2 x Bay Space x(Roof Load + D. L.) Wall Dead Load = 1198 Wall Dead Load=Eave Height x Bay Spacing x Wall D.L. Total Vertical Load = 20591 Assumed Post Depth = (Feet) 3.5 Working Soil Bearing Pressure= 2000 Pier Area Req'd = (Sq. Ft.) 10.30 Pier Diameter Req'd = (Feet) 3.62 DETERMINE POST EMBEDMENT DEPTH WIND LOADS ON BUILDING -Middle Areas Wind Load=p=,\ IW p130 p = Design Wind Pressure, PSF A = Building Height& Exposure Adjust. Factor= 1.00 IW = Importance Factor 1.00 ps30 =Wind Pressure, PSF = 9.60 IBC Table 1609.6.2.1 (2) p = (PSF) 5.00 PSF Interior Endwall Duration Increase = 1.33 Moment @ Post Base M = (w123+w113)/8(wl2+wll) Moment @ Post Base = 1899.54 ft-lb S =Allow. Lateral Bearing Pressure @ Surface = 150 PSF/ft. = 2 '' Duration Increase " Lateral Bearing Pressure * Depth S = (PSF) 1396.50 Post Embedment Depth = d = ((4.25 x M9 )/S3 x PD))^0.5 IBC 1804.3.1 d = 1.26 Use 3' 8" Diameter x 3' 6" Deep Concrete Footing ENDPOSTFT1212.lnteriorlBC Prepared by Daniel Wambeke, P.E. 1/30/2005 Page 1 ENDWALL POST CALCULATIONS 100'x 100'x 18'Post Frame Building for Wes Ruth,Arlington,WA Alpine Custom Buildings, Inc. Loft Area POST WIDTH=(inches) 6 End Bay Spacing= 13 POST DEPTH=(inches) 8 A= (sq in) 48 Fb= (psi) 975 Endwall Post Spacing= 12.5 Fc= (psi) 850 Dead Load= 12 E=(psi) 1300000 Live Load= 25 E'=Ci*E= (psi) 1235000 Load Factor= 1.15 Fc*=CD*Fc*Cm*CF*Ci(psi) 756.10 c= 0.8 Kce= 0.3 Post Section Modulus= 64 Load Case: Post Grade= Hem Fir#1 Dead Load+ Live Load= 37 Endwall Post Height= 27.375 Wall Dead Load= 3.5 Bldg. Eave Height= 18 CALCULATIONS: Load from 18"Overhang: 562.5 Load from Loft: 6906.25 Axial Load on Column (lbs): 3006 Cm(Fc)= 0.91 Wall Load on Column (lbs): 1198 Cm(Fb)= 1 Tot.Vert. Column Load (lbs): 11673 CF(Fb, Fc)= 1 le=(inches) 204 Ci(Fb, Fc) 0.85 kle/d= (k=0.8) 20.40 Ci (E)= 0.95 Fce=(psi) 890.28 Cp= Calculated Fc'= (psi) 562.74 CL= 1 Allowable Compression=(lbs) 27011 >TVL LOAD CASE: DL+.5LL+WL Load Factor-- 1.6 WIND LOADS ON BUILDING-Middle Areas Wind Load=p= A 111,Ps30 p= Design Wind Pressure, PSF A= Building Height& Exposure Adjust. Factor= 1.00 I,,= Importance Factor 1.00 P130=Wind Pressure, PSF= 9.60 IBC Table 1609.6.2.1 (2) p= (PSF) 9.60 PSF CALCULATIONS: Load from 18"Overhang: 328.125 Load from Loft: 3859.375 Axial Load on Column (lbs): 1991 Wall Load on Column (lbs): 1198 Tot.Vert. Column Load (lbs): 7376 le= (inches) 208 kle/d= (k=0.8) 20.80 Fc*= CD*Fc*Cm*CF*Ci (psi) 1051.96 Fce= (psi) 856.37 Fc' = (psi) 648.22 Allowable Compression = (Ibs) 31115 Moment in Base Column: (in-lb) 43765 M= (wl2A3+wl1A3)/8(wl2+wl1) fc= (psi) 153.66 fb=(psi) 683.83 Fb'= CD*Fb*Cm*CF*CL*Ci = 1326.00 ENDPOST12.I13C I Prepared by Daniel Wambeke, P.E. 1/30/2005 Page 2 Interaction Formula= 0.68 < 1.00 (fc/Fc')12+(fb/((1-(fc/Fce))*Fb)) Use 6"x 8" Hem-Fir#1 Treated Posts ENDPOST12.I13C 1 1 Prepared by Daniel Wambeke, P.E. 1/30/2005 Page 1 ENDWALL POST FOOTING SIZE &POST EMBEDMENT CALCULATIONS 100'x 100'x 18'Post Frame Building for Wes Ruth,Arlington,WA Alpine Custom Buildings, Inc. Loft Area BUILDING SPAN 100 WIND SPEED, MPH 85 EAVE HEIGHT 18 IBC EXPOSURE B END BAY SPACING 13 ENDWALL POST SPACING = 12.5 LOAD DURATION FACTOR 1.333 ENDWALL POST TOTAL HEIGHT= 27.375 ROOF DEAD LOAD = 12 ROOF LIVE LOAD 25 ALLOW 1/2" MOVEMENT WALL DEAD LOAD, PSF 3.5 Allowable Soil Bearing Pressure, PSF 2000 IBC TABLE 1804.2 Allowable Lateral Bearing Pressure, PSF 150 IBC TABLE 1804.2 DETERMINE FOOTING AREA REQ'D Load from 18"Overhang = 562.5 Load from Loft= 6906.25 Roof Load = 3006 Roof Load = Span/2 x Bay Space x(Roof Load + D. L.) Wall Dead Load = 1198 Wall Dead Load= Eave Height x Bay Spacing x Wall D.L. Total Vertical Load = 11673 Assumed Post Depth = (Feet) 3.5 Working Soil Bearing Pressure= 2000 Pier Area Req'd = (Sq. Ft.) 5.84 Pier Diameter Req'd = (Feet) 2.73 DETERMINE POST EMBEDMENT DEPTH WIND LOADS ON BUILDING -Middle Areas Wind Load= p=A IW ps30 p = Design Wind Pressure, PSF A = Building Height& Exposure Adjust. Factor= 1.00 I, = Importance Factor 1.00 ps30 = Wind Pressure, PSF = 9.60 IBC Table 1609.6.2.1 (2) p = (PSF) 9.60 PSF Duration Increase = 1.33 Moment @ Post Base M = W23+wI13)/8(wl2+wl,) Moment @ Post Base = 3647.11 ft-lb S =Allow. Lateral Bearing Pressure @ Surface = 150 PSF/ft. =2 '' Duration Increase Lateral Bearing Pressure* Depth S = (PSF) 1396.50 Post Embedment Depth = d = ((4.25 x Mg )/S3 x PD))^0.5 IBC 1804.3.1 d = 2.02 Use 2' 9" Diameter x 3' 6" Deep Concrete Footing ENDPOSTFT1212.I13C Daniel Wambeke, P.E. Page 1 1/30/2005 INTERIOR CEILING BEAM DESIGN CALCULATIONS 100'x 100'x 18' Post Frame Building for Wes Ruth,Arlington, WA Alpine Custom Buildings, Inc. FLOOR BEAM DESIGN CALCULATIONS Post Spacing= 14 Span = 100 Building Length = 100 Wall Height= 18 Roof Pitch 4 Ceiling Dead Load = 7 Ceiling Live Load = 0 Load Factor= 1 Cd Lumber Grade= DF-L#2 Fb = (psi) 900 Fv= (psi) 180 E _(psi) 1600000 Beam Size Width,b Depth, d Size Factor CF 2"x 6" 1.5 5.5 1.3 2"x 8" 1.5 7.25 1.2 2"x 10" 1.5 9.25 1.1 2"x 12" 1.5 11.25 1.0 Double 2"x 6" 3 5.5 1.3 Double 2"x 8" 3 7.25 1.2 Double 2"x 10" 3 9.25 1.1 Double 2"x 12" 3 11.25 1.0 1 3/4"X 11 7/8"LVL 1 1.75 11.875 1.0 Repetetive Member Factor Cr 1.15 Floor Beam Span (Ft.) = 12 Load on Floor Beam = 98.00 PLF Moment(in-lb)= 21168 1/8wl^2 Sx Req'd (in^3) = 21.38 M/Cd*FbCrCF Sx Furnished = 21.39 (bdA2)/6 fv= (psi) 63.57 3V/Cd2bdCH < 180 psi Deflection = (in) 0.289 1/240 =(in) 0.600 >Deflection Okay Use 2"x 10" DF-L#2 Beams Each Side of Posts Beam Fasteners to Posts Shear Load @ Interior Post= 588 Lb. per Side of Post Use 3/4" Diameter M. Bolts (Bolts are in Double Shear) Use 1 - Beam to Post Bolts Shear Resistance = 1030 Lb. Use 8 - 16d Nails Block to Post Shear Resistance = 824 Lb. Use 1 - Bolting Block to Post Bolts Shear Resistance = 1200 Lb. Use 8 - 16d Nails Block to Post Shear Resistance = 824 Lb. Total Shear Resistance = 3878 Lb. > Shear Load floorbeam.1212-40 Daniel Wambeke, P.E. Page 1 1/30/2005 INTERIOR CEILING BEAM DESIGN CALCULATIONS 100'x 100'x 18' Post Frame Building for Wes Ruth,Arlington,WA Alpine Custom Buildings, Inc. FLOOR BEAM DESIGN CALCULATIONS Post Spacing = 13 Span = 100 Building Length = 100 Wall Height= 18 Roof Pitch 4 Ceiling Dead Load = 7 Ceiling Live Load = 0 Load Factor= 1 Cd Lumber Grade= DF-L#2 Fb = (psi) 900 Fv= (psi) 180 E _ (psi) 1600000 Beam Size Width,b Depth, d Size Factor CF 2"x6" 1.5 5.5 1.3 2"x 8" 1.5 7.25 1.2 2"x 10" 1.5 9.25 1.1 2"x 12" 1.5 11.25 1.0 Double 2"x 6" 3 5.5 1.3 Double 2"x 8" 3 7.25 1.2 Double 2"x 10" 3 9.25 1.1 Double 2"x 12" 3 11.25 1.0 1 3/4"X 11 7/8" LVL 1.75 11.875 1.0 Repetetive Member Factor Cr 1.15 Floor Beam Span (Ft.) = 12 Load on Floor Beam = 91.00 PLF Moment(in-lb) = 19656 1/8wl^2 Sx Req'd (in A3) = 19.85 M/Cd*FbCrCF Sx Furnished = 21.39 (bdA2)/6 fv= (psi) 59.03 3V/Cd2bdCH < 180 psi Deflection = (in) 0.268 1/240 = (in) 0.600 >Deflection Okay Use 2"x 10" DF-L#2 Beams Each Side of Posts Beam Fasteners to Posts Shear Load @ Interior Post= 546 Lb. per Side of Post Use 3/4" Diameter M. Bolts (Bolts are in Double Shear) Use 1 - Beam to Post Bolts Shear Resistance = 1030 Lb. Use 8- 16d Nails Block to Post Shear Resistance = 824 Lb. Use 1 - Bolting Block to Post Bolts Shear Resistance = 1200 Lb. Use 8 - 16d Nails Block to Post Shear Resistance = 824 Lb. Total Shear Resistance = 3878 Lb. > Shear Load floorbeam.1212-40 Daniel Wambeke, P.E. Page 1 1/30/2005 CEILING JOIST DESIGN CALCULATIONS 100'x 100'x 18' Post Frame Building for Wes Ruth,Arlington,WA Alpine Custom Buildings, Inc. FLOOR JOIST CALCULATIONS Post Spacing = 15 Span = 100 Building Length = 100 Wall Height= 18 Joist Spacing (Ft.) = 2 Joist Lumber Grade= DF-L#2 Joist Dead Load = 7 Fb =(psi) Fv= (psi) E_ (psi) Floor Live Load = 0 900 180 1600000 Joist Size Width,b Depth, d Size Factor CF 2"x 6" 1.5 5.5 1.3 2"x 8" 1.5 7.25 1.2 2"x 10" 1.5 9.25 1.1 2"x 12" 1.5 11.25 1.0 Load Factor Cd 1 Repetetive Member Factor Cr 1.15 Joist Span (Ft.) = 14.5 Post Spacing -6" Load on Joist= 14.00 PLF Moment(in-lb) = 4415 1/8wl^2 Sx Req'd (in A3) = 3.55 M/Cd`FbCrCF Sx Furnished = 7.56 (bdA2)/6 Okay fv= (psi) 18.45 3V/Cd2bdCH <95 psi Deflection = (in) 0.418 1/240 = (in) 0.725 >Deflection Use 2"x 6" DF-L#2 Ceiling Joists @ 24"o. c. Hang Joists from Floor Beams with Simpson Joist Hangers ceiling joist.2x6-12 r Daniel Wambeke, P.E. Page 1 1/30/2005 CEILING JOIST DESIGN CALCULATIONS 100'x 100'x 18' Post Frame Building for Wes Ruth,Arlington,WA Alpine Custom Buildings, Inc. FLOOR JOIST CALCULATIONS Post Spacing = 14 Span = 100 Building Length = 100 Wall Height= 18 Joist Spacing (Ft.) = 2 Joist Lumber Grade= DF-L#2 Joist Dead Load= 7 Fb = (psi) Fv= (psi) E_ (psi) Floor Live Load = 0 900 180 1600000 Joist Size Width,b Depth, d Size Factor CF 2"x 6" 1.5 5.5 1.3 2"x 8" 1.5 7.25 1.2 2"x 10" 1.5 9.25 1.1 2"x 12" 1.5 11.25 1.0 Load Factor Cd 1 Repetetive Member Factor Cr 1.15 Joist Span (Ft.) = 14.5 Post Spacing-6" Load on Joist= 14.00 PLF Moment(in-lb)= 4415 1/8wl"2 Sx Req'd (in A3) = 3.55 M/Cd''FbCrCF Sx Furnished = 7.56 (bdA2)/6 Okay fv= (psi) 18.45 3V/Cd2bdCH <95 psi Deflection = (in) 0.418 1/240 = (in) 0.725 >Deflection Use 2"x 6" DF-L#2 Ceiling Joists @ 24"o. c. Hang Joists from Floor Beams with Simpson Joist Hangers ceiling joist.2x6-12 i a Raniel Wambeke, P.E. Page 1 1/30/2005 CEILING JOIST DESIGN CALCULATIONS 100'x 100'x 18' Post Frame Building for Wes Ruth,Arlington,WA Alpine Custom Buildings, Inc. FLOOR JOIST CALCULATIONS Post Spacing = 13 Span = 100 Building Length = 100 Wall Height= 18 Joist Spacing (Ft.) = 2 Joist Lumber Grade= DF-L#2 Joist Dead Load = 7 Fb = (psi) Fv= (psi) E_ (psi) Floor Live Load = 0 900 180 1600000 Joist Size Width,b Depth, d Size Factor CF 2"x 6" 1.5 5.5 1.3 2"x 8" 1.5 7.25 1.2 2"x 10" 1.5 9.25 1.1 2"x 12" 1.5 11.25 1.0 Load Factor Cd 1 Repetetive Member Factor Cr 1.15 Joist Span (Ft.)= 14.5 Post Spacing-6" Load on Joist= 14.00 PLF Moment(in-lb)= 4415 1/8wl"2 Sx Req'd (in A3)= 3.55 M/Cd*FbCrCF Sx Furnished = 7.56 (bdA2)/6 Okay fv= (psi) 18.45 3V/Cd2bdCH <95 psi Deflection = (in) 0.418 1/240 =(in) 0.725 >Deflection Use 2"x 6" DF-L#2 Ceiling Joists @ 24"o. c. Hang Joists from Floor Beams with Simpson Joist Hangers ceiling joist.2x6-12 2064 Washington State Nonresidential Energy Code Com liance Form Instructions • r Electronic Forms ' Revised May 2005 Start-up This file,MECH04.XLS,has electronic versions of the 2004 compliance forms for mechanical systems. Open a working copy of this file and be sure to use Save As to save it to a new file name. Alternatively, you can save the file as a template In the XLSTART subdirectory In the EXCEL directory,and open new copies with the"File New"menu command.Look for"MECH04". /A\\ Overview This workbook file contains multiple worksheets. Each worksheet Is indicated by a tab at the bottom of the screen. (if you don't see the tabs,visit menu option"Tools-Options-View-Sheet Tabs".) You may visit each form by . clicking on its tab. Most calculations are automated. The spaces which display the results of calculations are not editable. Some . adjustments to formatting have been made to facilitate electronic filling and calculation of the forms. Save Files Each time you open this file and start.filling forms,you must.save it under a new filename of your choosing using File Save As. The original template file cannot be altered. You may also save your own versions of the forms this way. Getting Each form has two pages(front and back). Both pages are available on screen when you click the tab for a form. J Use the scroll bars to find the second page. It is either to the right,below,or sometimes to the right and below the Around first page. Filling All project info and the date for all forms is entered once on"PRJ-SUM"and automatically reproduced on the other forms.Always fill in the heading of PRJ-SUM,even if you will not be using that form. The other forms have a Fields reminder to do this. Only fillable fields are accessible. If you try to edit any other field,you'll get an error message. You may use the TAB key to move to the next fillable field. If the TAB doesn't take you where you want to go,use the mouse. RECI,, Avoid excessively long text strings when entering information. In some cases,text that extends beyond the available space will simply not be seen. In most cases,the text will wrap within the cell. This may force part of the form onto a new page s To enter the date, use this format:mm/dd/yyyy. For example,you would enter 7/2/2006 or 12/15/2007. On MECH-MOT,horsepower HP is displayed in fractions,but may be entered an way. For example,1-1/2 may be P ( )� Y Y Y P Y entered as"1.5"or as"1 1/2". r/8 '01 LD (check boxes can be either blank,or checked-off with an"x"shown in the box. To toggle between cases,click the box with your mouse. Radio buttons (circles)are either filled or unfilled. Only one in a set may be filled. Drop-down lists have an arrow at the right side of the space. Click the arrow with your mouse and select the appropriate option. One of the options is a blank. When a form has a space for notes or explanation,click anywhere in the space to edit. Your cursor will become a text editing Insertion bar and you can edit as with a word processor. Personal- You can personalize the forms with your company name,address,phone,or any other Information. This Is done by editing the footer using File Page Setup HeaderlFooter. You can then save the file under a new template name iZing and re-use it again. Adding Many tables,such as for listing equipment types,have a certain number of lines for entering data. There may not always be enough lines for all the entries you need to make. With this electronic version,you can add additional Lines and lines to the table. Removing To add additional lines where this feature is available,click on the"+"button with your mouse. This button is located to the right of the sheet. If you can't see it,scroll right(or change the View Zoom setting to 63%). To remove lines that you have added,click on the'-"button with your mouse. You cannot remove lines that were not added;an error appears if you try. If you add additional lines with this method,the pagination will usually be affected. The forms will be forced to carry additional lines over to other pages. Be sure to submit all pages to the plans examiner. Printing The forms should print on any printer supported by Windows. You will need to have the following TrueType fonts Installed under Windows: Arial,Times New Roman,Courrier New and Wingdings. These are all standard Windows fonts. If you are losing form or flowchart details when printing,you may have a shortage of printer memory. Try printing problem pages individually. By default,only selected forms are printed. To select one or more forms,hold down the Ctrl key and click the tabs of the worksheets you need.Issue the File Print Selected Sheets command.To print the entire set,use File Print Entire Workbook. Clean it is possible to print clean,blank versions of these forms for hand filling. To do so,delete all of the heading Information at the beginning of PRJ-SUM,and make sure that all fillable cells In the forms are empty.Then print the Forms clean forms. For each radio button group,there is a button labeled"Clear". Clicking this button will clear the other buttons so that they will print as empty circles. The"Clear"button will not print. Partial I There are three companion templates to this file:ENV04-1.XLS(climate zone 1 envelope requirements); ENV04- 2.XLS(climate zone 2 envelope requirements;LTG04.XLS(Chapter 15 lighting requirements). Form Sets iL_ 1�lV$�e`p IfLV�'H ".. 2004 Washington State Nonresidential Energy Code Compliance Form InstrUctions for - Forms Revised May 2005 Forms in a set may not be deleted,because the file is locked,but you need not print all the forms,as explained in "Printing"above. MECH- If your building has both Simple Systems and Complex Systems,you must use separate copies of MECH-SUM sumfor each type. Two copies of the form are provided for this purpose. Re-Calcu As this is a large file,It may respond slowly to changes if it Is set to automatically re-calculate after every action. To set calculation to manual,visit the"Tools-Options-Calculation"menu item. Then manually recalculate using the l Mon I F9 key. I 2004 Washington State Nonresidential Energy Code Compliance Form 2004 Washington State Nonresidential Energy Code Compliance Form 2004 Washington State Nonresidential Energy Code Compliance Fomu Revised May 2005 Project Info Project Address 1 - Alweye fill out this line on PRJ-SUM Date 07/05/2005 a - Fill out this line on PRJ-SUM For Building Department Use 3 - Fill out this line on PRJ-SUM Applicant Name: 4 - Fill out this line on PRJ-SUET Applicant Add reSS: 5 - Fill out this line on PRJ-SUM Applicant Phone: 6 - Fill out this line on PRJ-SUM ' 2004 Washington State Nonresidential Enew Code Com (lance Form Mechanical Summary MECH-SUM 2004 Washington Stale Nonresidential Energy Code Compliance Forms Revised May 2005 Project Info Project Address 1-7722 _b7 'A-Vr ' N r-- Date 07/05/2005 ARLI^� -ro t W A- , For BUilding Dept. Use 014 1 T74 Applicant Name: W as L�� RcO►^-f Applicant Address: 11) 1-� — 2-S21J •ST- N Applicant Phone: 60 _6 --S'24s Project Description A-VM/FLV, P :P^-1R C.,mz"4F Briefly describe mechanical system type and features. �7-,fr 0-k R.t?.�O S v$M r TT A-L- — '("►-t r S' SE C5'r( %Z)A) '-rO 37- F c L cr-Z IGY tit t.CJ-fAAJ 1 cttt_CZ ArrAA1C-ra k ❑Includes Plans Include documentation requiring compliance with commissioning requirements,Section 1416. -M 8i 27- W Q Simple System Q Complex System Q Systems Analysis Corripliance Option (See Decision Flowchart(over)for quallflcations.Use separate MECH-SUM for simple&complex systems.) Equipment Schedules The following information is required to be incorporated with the mechanical equipment schedules on the plans. For projects without plans,fill In the required information below. Cooling Equipment Schedule Equip. Capacity2 OSA CFM SEER ID Brand Name' Model No.' Btu/h Total CFM or Econo? or EER IPLV3 Location Heating Equipment Schedule Equip. Capacity2 OSA cfm ID Brand Name' Model No.� Btu/h Total CFM or Econo? Input Btuh Output Btuh Efficienc 4 Fan Equipment Schedule Equip. ID Brand Name' Model No.� CFM Spy HP/BHP Flow Controls Location of Service 1If available. 2 As tested according to Table 14-1A through 14-1G. 3 If required.. 4 COP,HSPF,Combustion Efficiency,or AFUE,as applicable. 5 Flow control types:variable air volume(VAV),constant volume(CV),or variable speed(VS). 2004 Washington State Nonresidential Energy Code Compliance Form Mechanical SLImmary (back) MECH-SM System Description If Heating/Cooling ❑ Constant vol? [:]Air cooled? ❑ Packaged sys? ❑<20,000 Btuh? See Section 1421 for full description or Cooling Only: ❑ Split system? ❑Economizer included? of Simple System qualifications. If Heating Only: ❑ <5000 cfm? ❑<70%outside air? Decision Flowchart Use this flowchart to determine If project qualifies for Simple System Option. If not,either the Complex System or Systems Analysis Options must be used. START System Type Heating/Cooling Alr� No y yp or Cooling'Only Constant Vol? Reference Heating Only Section 1421 Ye <5000 , Ingle plit Systs ? Yes Package N <=84,000 —N Yes Unit? Btuh? Ye No bul Abt Outd Ca <70%OSA Yes Econo N <20,000 No cr Ye ncluded? tuh? Adjacent to utdoor Yes Yes Reference No Section 1423 of Ca Ye <54,000 N tuh? otal Ca . wo economize N <240,000 Btuh or 10%? Simple System Yes Allowed (section 1420) Use Complex ► Systems (section 1430) Complex Systems Refer to MECH-COMP Mechanical Complex Systems for assistance in determining which p y Complex Systems requirements are applicable to this project. 2004 Washington State Nonresidential Enemy Code Compliance Form Mechanical Summary MEICH-SUM 2004 Washington State Nonresidential Energy Code Compliance Forms Redsed May 2005 Project 1 - Always fill out this line on PRJ-SUM Date 07/05/2005 Project Info 2 —Fill out this line on PRJ-SUM For Building Dept.Use 3 - Fill out this line on PRJ-SUM Applicant Name: 4 - Fill out this line on PRJ-SUM Applicant Address: 5 - Fill out this line on PRJ-SUM Applicant Phone: 6 - Fill out this line on PRJ-SUM Project Description Briefly describe mechanical system type and features. ❑Includes Plans Include documentation requiring compliance with commissioning requirements,Section 1416. 0 Simple System 0 Complex System 0 Systems Analysis Compliance Option (See Decision Flowchart(over)for.qualifications.Use separate MECH=SUM for simple&complex systems.) Equipment Schedules The following information is required to be incorporated with the mechanical equipment schedules on the plans. For projects without plans,fill in the required information below. Cooling Equipment Schedule Equip. Capacity` OSA CFM SEER ID Brand Name' Model No.' Btu/h Total CFM or Econo? or EER IPLV3 Location Heating Equipment Schedule Equip. Capaciv OSA cfm ID Brand Name' Model No. Btu/h Total CFM or Econo? Input Btuh Output Btuh Efficienc 4 Fan Equipment Schedule Equip. ID Brand Name' Model No.' CFM Sp, HP/BHP Flow Controls Location of Service If available. 2 As tested according to Table 14-1A through 14-1 G. 3 If required. 4 COP,HSPF,Combustion Efficiency,or AFUE,as applicable. 5 Flow control types:variable air volume(VAV),constant volume(CV),or variable speed(VS). 2004 Washington State Nonresidential Energy Code Compliance Form - Mechanical SUrrim-ary (back) MECH-Sum System Description If Heating/Cooling ❑ Constant vol? ❑Air cooled? 0 Packaged sys?❑<20,000 Btuh? See Section 1421 for full,description or Cooling Only: ❑ Split system? ❑Economizer included? of Simple System qualifications. If He Only: ❑ <5000 cfm? ❑<70%outside air? Decision Flowchart Use this flowchart to determine if project qualifies for Simple System Option. If not,either the Complex System or Systems Analysis Options must be used. START y Type Heating/Cooling A�Cooled, System T e or Cooling Only Constant Vol? No Reference Heating Only Section 1421 Yes-------- <5000 Ingle pl Systs dim? Yes Package N <=64,000 No- it Yes Unit? Btuh? No Ye X X� of!ho�? Outd <70%OSA Yes Econo No-► <20 No ofYencluded? t Adjacent to utdoor Yes Yes Reference No Section 1423 of Ca Ye <54,000 N tuh? otal Ca . wo economize N <240,000 Btuh or 10%? Simple System Yes Allowed (section 1420) Use Complex P. Systems (section 1430) Complex Systems Refer to MECH-COMP Mechanical Complex Systems.for assistance in determining which l� Y Complex Systems requirements are applicable to this project. 2004 Washin ton State Nonresidential EneMy Code Compliance Form • Mechanical Systems Checklist MECH-COMP 2004 Washington Slate Nonresidential Energy Code Compliance Forms Revlsed May 2005 Project Address 1 - always fill out this line on PRJ-BUM Date 07/05/2005 -The following additional information Is necessary to check a mechanical permit application for a complex For Building Department Use mechanical system for compliance with the mechanical requirements in the Washington State Nonresidential Energy Code. Use the checklist as a reference for notes added to the mechanical drawings(see the MECH- CHK checklist for additional system requirements). This information must be on the plans since this is the official record of the permit. Having this information in separate specifications alone is NOT an acceptable alternative. Applicability I Code Location Building Department (yes,'no,n.a.) I Section lComponent Information Required on Plans Notes ADDITIONAL CHECKLIST ITEMS FOR COMPLEX SYSTEMS ONLY 1431.1 Field assem.Sys. Provide calculations 1432.1 Setback&shut-off Indicate separate systems or show Isolation devices on plans 1432.2.1 Air system reset Indicate automatic reset 1432.2.2 Hydr.system reset Indicate automatic reset Indicate economizer on equipment schedule or provide - 1433 Air Economizer calculations to justify exemption and demonstrate 10%higher efficiency for equipment with out economizer. Indicate water economizer and provide calculations if 1433 1433 Water Economizer Exception 2 is utilized 1434 Separate air Sys. Indicate separate systems on plans Indicate that simultaneous heating and cooling is prohibited, 1435 Simul.htg.&clg. unless use of exception is justified .1436 Heat recovery Indicate heat recovery on plans;complete and attach heat recovery calculations 1437 Elec.motor efflc. MECH-MOT or Equip.Schedule with hp,rpm,efficiency 1438 Variable flow sys. Indicate variable flow on fan and pump schedules 1439.1 Kitchen Hoods Indicate uncooled and unheated make-up air 1439.2 Fume Hoods Indicate VAV,unheated/uncooled or heat rec.makeup Tf7rn—o-'rrIs circa or any question, provide explanation: Decision Flowchart Use this flowchart to determine how the requirements of the Complex Systems Option apply to the project. Refer to the indicated Code sections for more complete information on the requirements. I Start Here Section 1411.1 ' Equipment Efficiency Gas/011 Furnace 1 1e1d-Assembled\ Air System apacily of hl Shall Meet Tables >225,000 Bluh? No 0-\ Equipment? i' No ►" Serving Multiple No—ta< Heating System> 14-1A through 14-1G j Zones? 00.000 Btuh Yes Yes Yes Yes No 1411,1 In termittent & Section 1431.1 Section 1432.2.2 Hot Ignition Devi Power Venting or Calculations of Total Section 1432.2.1 Water Supply Damper,0.75% On-Site Energy Input Supply Air Reset Temperature Reset Maximum Jacket --- - d Oupul Required Controls Required Required Loss 1412.e Modulating or Staged Combustion Controls Required (continued on back) 2004 Washington State Nonresidential Energy Code Compliance Form ComplexMechanical - ems ■ 2004 Washington State Nonresidential Energy Code lance Forms Revised May 200 S 0%Air Eco U Outdoora Provided? Adjacent to Yes-- Section 1413 Outdoors Yes No No Water Cooled N ER 10%Better No— wMfater Econo? than Code Yes Yes qWater LC19 taI Cap. Section 1433 pacity w/ N oJ conic,< 480,00 No Air-Side Economizer Econo Btuh or 20%of Required 0 Tons otal Cap. Yes Yes Yes pply Air>5, I Section 1436 cfm&OSA> Yes-h 50%Effective Heat 70% Recovery Required otor Incl.i Section 1437 4e�dsystem lti-speed qpmt.Coved b Motors Must Meet Tbl 14-1A-14- No- -Motor Multi- N Efficiencies in 1 G? Table 14-4 Yes Yes Yes -1 Section 1435 stem or Zon Zone Controls Must w/Simultaneous Yes Reduce Supply Air Htg.&Clg.? Quantity Before Reheating/Recooling No Application ans or Pumps> Section 1438 Involves Variable Yea- Ye" Variable Flow Flow? 10 HP? Devices Required N0 No Yes Section 1439.2 1 Bldg.Fu One Required: Exhaust>15,000 - - Yes- - - a. 50%VAV Exhaust& cfm? Make-up b. 75%Direct Makeup w/ No Tempering Only c. Heat Recovery per 1436 Section 1439.1 d. Constant Volume w/ then Exhau <50fpm Face Velocity Hood>5,000 Ye No Heating e _ Cooling for at Least cfm? 50%of Make-up Air Yes No Yes DONE 2004 Washington State Nonresidential Eneipy Code Compliance Fort Electric • • MECH-MOTI 2004 Washington State Nonresidential Energy Code Compliance Forms Revised May2005 Project Address 1 - always till out this line on PRJ-SUK Date 07/05/2005 Complete the following for all design A&B squlrrel-cage,T-frame induction permanently wired For Building Department Use polyphase motors from 1 hp to 200 hp having synchronous speeds of 3600,1800 or.1200 rpm (unless one of the exceptions below applies). Motor MIn.Nom. No.or Type Synch. Full load Location HP (open/closed) Description of Application or Use Speed Efficiency Minimum Nominal Full-Load Efficiency Open Motors closed Motors Exceptions: Synchronous 1. Motors in systems designed to use more Speed(RPM) 3,600 1 1,800 1,200 3,600 1 1,800 1,200 than one speed of a multi-speed motor. HP Efficiency(%) Efficiency(0 2. Motors already Included in the efficiency 1.0 - 82.5 80.0 75.5 825 80.0 requirements for HVAC equipment(Tables 14-1 1.5 82.5 84.0 84.0 82-5 84.0 85.5 or 20 84.0 84.0 85.5 84.0 84.0 86.5 14-2). 3.0 84.0 86.5 86.5 85.5 87.5 87.5 3. Motors that are an integral part(i.e.not 5.0 85.5 87.5 87.5 87.5 87.5 87.5 easily removed and replaced of specialized 7.5 87.5 88.5 88.5 88.5 89.5 89.5 process equipment(i.e.equipment which 10 88.5 89.5 90.2 89.5 89.5 89.5 requires a special motor,such as an explosion- 15 89.5 91.0 90.2 90.2 91.0 90.2 proof motor). . 20 90.2 91.0 91.0 90.2 91.0 90.2 4. Motors integral to a listed piece of 25 91.0 91.7 91.7 91.0 92.4 91.7 equipment for which no qualifying motor has 30 91.0 924 92.4 91.0 92.4 91.7 been approved(i.e.if the only U.L.listing for the 40 91.7 93.0 93.0 91.7 93.0 93.0 equipment is with a less-efficient motor and 50 92.4 93.0 93.0 92.4 93.0 93.0 there is no energy-efficient motor option). 60 93.0 93.6 93.6 93.0 93.6 93.6 75 93.0 94.1 93.6 93.0 94.1 93.6 For motors claiming an exception,list motor 100 93.0 94.1 94.1 93.6 94.5 94.1 and note which exception applies. 125 93.6 94.5 94.1 94.5 94.5 94.1 150 93.6 95.0 94.5 94.5 95.0 95.0 200 94.5 95.0 94.5 95.0 95.0 95.0 2004 Washinoton State Nonresidential Fneroy Code( nmplianre Form PlansMechanical Permit 2004WashIngton State NonresldenVai Energy Codo Compltance Forms R sod May 200 Project Address 1 - always fill out this line on PRJ-seer Date 07/05/2005 The following information is necessary to check a mechanical permit application for compliance with the mechanical requirements in the Washington State Nonresidential Energy Code. Applicability Code Location Building Department (yes,no.n.a.) I Section Component Information Required on Plans Notes HVAC REQUIREMENTS(SectlQns 1401.1424) 1411 Equipment performance 1411.4 Pkg•elec.htg.&clg. List heat pumps on schedule 1411.1 Minimum efficiency Equipment schedule with type,capacity,efficiency 1411.1 Combustion htg. Indicate Intermittent ignition,flueldraft damper&jacket loss 1412 1 HVAC controls 1412.1 Temperature zones Indicate locations on plans 1412.2 headband control Indicate 5 degree deadband minimum 1412.3 Humidity control Indicate humidistat 1412A Automatic setback Indicate thermostat with night setback and 7 diff.day types 1412.4.1 Dampers Indicate damper location and auto.controls&max.leakage 1412.4.2 Optimum Start Indicate optimum start controls 1412,5 Heat pump control Indicate microprocessor on thermostat schedule 1412.6 Combustion htg. I Indicate modulating or staged control — —� 1412.7 Balancing !Indicate balancing features on plans 1422 Thermostat interlock Indicate thermostat interlock on plans 1423 Economizers JEquipment schedule 1413 Air economizers 1413.1 Air Econo Operation Indicate 100%capability on schedule 1413.1 Wtr Econo Operation(Indicate 100%capacity at 45 degF db&40 deg F wb 1413.2 Water Econo Doc Indicate clg load&water econoe&clg tower performance 1413.3 Integrated operation Indicate capability for partial cooling 1413.4 Humidification Indicate direct evap or fog atomization w/air economizer 1414 Ducting systems 1414.1 Duct sealing Indicate sealing necessary 1414.2 Duct insulation Indicate R-value of insulation on duct 1415.1 Piping insulation Indicate R-value of insulation on piping 1106 Completion Requirements 1416.1&2 Drawings&Manuals Indicate requirement for record drawings and operation does. 1416.3.2 .Air Balancing Indicate air system balance requirements 1416.3.3 Hydronlc Balancing Indicate hydronic system balance requirements 1416.4 Commissioning Indicate requirements for commissioning and prelim.Report 1424 Separate air sys. Indicate separate systems on plans Mechanical Completed and attached. Equipment schedule with types, Summary Form input/output,efficiency,drn,hp,economizer SERVICE VVATER HEATING AND HEATED POOLS (Sections 1440-1454) 1440 Service water htg. 1441 Elec.water heater Indicate R-10 insulation under tank 1442 Shut-off controls Indicate automatic shut-off 1443 Pipe Insulation Indicate R-value of insulation on piping 1452 Heat Pump COP Indicate minimum COP of 4.0 1452 Heater Efficiency Indicate pool heater efficiency 1453 Pool Heater controls Indicate switch and 65 degree control 1454 Pool covers Indicate vapor retardant cover 1454 Pools 90+degrees Indicate R-12 pool cover If no is circled or anyquestlon, provide explanation: 2004 Washington State Nonresidential Energy Code Compliance Form Mechanical Permit Plans Checklist MECH-CHK 2004 Washington State Nottras 'ay e 200 Mechanical Balancing:Each supply outlet or air or wesram v . 1411.1 General:Equipment shall have a minimum performance at the shall have a means for balancing,including but notllmlled to,dampers, specified rating conditions not lase than the values shown in Table 14-1A temperature and pressure lest connections and balancing valves. through 14-1G.If a nationally recognized certification program exists for a 1413 Air Economizers product covered In Tables 14-IA through 14-1G,and II Includes provisions 1413.1 Operation: Air economizers shall be of automatically modulating for verification and challenge of equipment efficlency(stings,then the outside and return air dampers to provide 100 percent of the design supply product shall be listed In the certification program. air as outside air to reduce or eliminate the need for mechanical cooling. Gas-fired and oll-fired forced air furnaces with Input ratings 2 226,000 Water economizers shall be capable of providing the total concurrent kW) cooling load served by the connoted terminal qulpment lac Ing eirside Bluth(n have shell also have is Intermittent Ignition or Interrupted device economizer,at outside air temperatures of 45�F dry-bulb/40�F wet-bulb dam and have either mechanical draft(including power venting)or s fire and below-For this calculation,all factors Including solar and internal load damper.A here campus Is an acceptable froaltem the co to ti fire damper for shall be the same as those used for peak load calculations,except for the furnaces where combustion air Is drawn from the conditioned space.All outside temperatures. furnaces with Input ratings>_225,000 Bluth(65 kW),Including electric Exception:Water scone Izers using air-cooled heal rejection furnaces,that are not located within the conditioned space shall have Jacket losses not exceeding 0.75%of the Input rating. equipment may use a 35 F dry-bulb outside air temperature for 1411.2 Rating Conditions:Cooling equipment shall be rated at ARI test this calculation.This exception Is limited to a maximum of 20 tons conditions and procedures when available.Where no applicable per building. procedures exist,data shall be furnished by the equipment manufacturer. 1413.2 Documentation:Water economizer plans submitted for approval 1411.3 Combination Space and Service Water Heating:For shall Include the following Information: combination space and service water healers with a principal function of 1. Maximum outside air conditions for which economizer is sized to providing space heal,the Combined Annual Efficlsncy(CAE)may be provide full cooling. calculated by using ASHRAE Standard 124-1991.Storage water heaters 2. Design cooling load to be provided by economizer at[his outside used In combination space heat and water heat applications shall have air condition. either an Energy FActor(EF)or a CAE of not less than the following! 3. Heat rejection and terminal equipment performance data EF CAE Including model number,flow rate.capacity,entering and leaving <50 gal storage 0.58 1 0.71 temperature In full economizer cooling mode. 60 to 70 at storage 0.57 0.71 1413.3 Integrated Operation:Air economizers shall be capable of >70 al storage 0.55 0.71 providing partial cooling even when additional mechanical cooling is required to meet the remainder of the cooling load. 1411.4 Packaged Electric Heating and Cooling Equipment:Packaged Exceptions: electric equipment providing both heating and cooling with a total cooling 1. Individual,direct expansion units that have a rated capacity capacity greater than 20,000 Btu/h shall be a heal pump. less than 65,000 Bluth and use nonintegrated economizer Exception:Unstaffed equipment shaeltors or cabinets used controls that preclude simultaneous operation of the solely for personal wireless service facilities. economizer and mechanical cooling. 1412 Controls 2. Water-cooled water chillers with waterside economizer. 1412.1 Temperature Controls:Each system shall be provided with at 1413.4 Humidification:If an air economizer is required on a cooling least one temperature control device.Each zone shall be controlled by system for which humidification equipment Is to be provided to maintain Individual thermostatic controls responding to temperature within the zone, minimum Indoor humidity levels,then the humidifier shall be of the At a minimum,each floor of a building shall be considered as a separate adiabatic type(direct evaporative media or fog atomization type). zone. Exceptions: 1412.2 Deadband Controls:When used to control bath comfort heating 1. Health care facilities where WAG 246.320-526 allows only and cooling,zone thermostatic controls shall be capable of a deadband of steam Injection humidifiers In ductwork downstream of final et least 5 degrees F within which the supply of heating and cooling energy filters.1412.6 Combustion Heating Equipment Controls: to the zone is shut off or reduced to a minimum. Combustion healing equipment with a capacity over 225,000 - Exceptions: Btu/h shall have modulating or staged combustion control. 1. Special occupancy,special usage,or code requirements 2. Systems with water economizer where deadband controls are not appropriate. 3. 100%outside air systems with no provisions for air 2. Buildings complying with Section 1141.4,if In the proposed recirculation to the central supply fan. building energy analysis,heating and cooling thermostat 4. Nonadiabatic humidifiers cumulatively serving no more than Betpoints are set to the same temperature between 70 10%of a building's air economizer capacity as measured in degrees F and 75 degrees F Inclusive,and assumed to be cfm.This refers to the system cfm serving rooms with stand constant throughout the year. alone or duct mounted humidifiers. 3. Thermostats that require manual changeover between 1414 Ducting Systems heating and cooling modes. 1414.1 Sealing:Duct work which Is designed to operate at pressures 1412.3 Humidity Controls:If a system is equipped with a means for above 1/2 Inch water column static pressure shall be sealed in accordance adding moisture,a humldlstat shall be provided. with Standard RS-16. Extent of sealing required Is as follows: 1412.4 Setback and Shut-Off:HVAC systems shall be equipped with 1. Static pressure: 1/2 Inch to 2 Inches;seal transverse joints. automatic controls capable of accomplishing a reduction of energy use through control setback or equipment shutdown during periods of non-use 2. Static pressure: 2 inches to 3 Inches;seal all transverse joints or alternate use of the spaces served by the system.The automatic and longitudinal seams. controls shall have a minimum seven-day clock and be capable of being 3. Static pressure: above 3 Inches;seal all transverse joints, ,set for seven different day types per week. longitudinal seams and duct wall penetrations, Exceptions: Duct tape and other pressure sensitive tape shall not be used as the 1. Systems serving areas which require continuous operation at primary sealant where ducts are designed to operate at static pressures of the same temperature setpoint. 1 Inch W.C.or greater. 2. Equipment With full load demands of 2 kW(e,626 Btu/h)or 1414.2 Insulation:Ducts and plenums that are constructed and function less may be controlled by readily accessible manual off-hour as part of the building envelope,by separating interior space from exterior controls. space,shall most all applicable requirements of Chapter 13.These 1412.4.1 Dampers:Outside air Intakes,exhaust outlets and relief outlets requirements include Insulation Installation,moisture control,air leakage, serving conditioned spaces shall be equipped with dampers which close and building envelope Insulation levels,Unheated equipment rooms with automatically when the system ie off or upon powerfallure, combustion alriouvers must be Isolated from the conditioned space by Exceptions: Insulating Interior surfaces toe minimum of R-11 and any exterior envelope surfaces per Chapter 13.Outside air ducts serving individual 1. Systems serving areas which require continuous operation supply air units with less than 2,600 cfm of total supply air capacity shall be 2. Combustion air Intakes. Insulated to a minimum of R-7 and are not considered building envelope. 3. Gravity(nonmotorized)dampers are acceptable In buildings Other outside air duct runs are considered building envelope until they, less than 3 stories in height, 1. connect to the heating or cooling equipment,or 4. Gravity(nonmotorized)dampers are acceptable in exhaust 2. are Isolated from the exterior with an automallo shut-off damper and relief outlets in line first story and levels below the first complying with Section 1412.4.1. story of buildings three or more stories In height. Once outside air ducts meet the above listed requirements,any runs 1412.4.2 Optimum Start Controls:Heating and cooling systems with within conditioned space shall comply with Table 14-5 requirements. design supply air capacities exceeding 1.0,000 cfm shall have optimum Other ducts and plenums shall be thermally insulated per Table 14-5. start controls.Optimum start controls shall be designed to automatically Exceptions: adjust the start time of an HVAC system each day to bring the space to 1. Within the HVAC equipment. desired occupied temperature levels Immediately before scheduled 2, Exhaust air ducts not subject to condensation. occupancy.The control algorithm shall,as a minimum,be a function of the 3. Exposed ductwork within a zone that serves that zone. difference between space temperature and occupied setpoint and the p amount of time prior to scheduled occupancy. 1415 Piping Systems 1412.6 Heat Pump Controls:Unitary air cooled heat pumps shall Include 1416.1 Insulation:Piping shell be thermally Insulated In accordance with microprocessor controls that minimize supplemental heat usage during Table 14-6. start-up,set-up,and defrost conditions. These controls shall anticipate Exception:Piping Installed within unitary HVAC equipment. need for heal and use compression healing as the first stage of heat. Water pipes outside the conditioned apace shall be Insulated In Controls shall Indicate when supplemental heating is being used through accordance with Washington Stale Plumbing Code(WAC 61-26) visual moans(e.g.,LED Indicators). 1416 Completion Requirements(Refer to NREC Section 1416 and the 14112.6 Combustion Heating Equipment Controls:Combustion heating Building Commissioning Guidelines,published by the Building equipment with a capacity over225,000 Btu/h shall have modulating or Commissioning Association,for complete text and guidelines for building staged combustion control. completion and commissioning requirements.) Exceptions: 1. Boilers. 2. Radiant Heaters. 2004 Washington State Nonroaidontiol Enorgy Code Compliance Form • tIS -for Electronic • Revised May 2005 Start-up This file,ENV04-1.XLS,has electronic versions of the 2004 compliance forms for clmate zone 1 envelope requirements. Open a working copy of this file and be sure to use Save As to save It to a new file name. Altematively,you can save the file as a template in the XLSTART subdirectory In the EXCEL directory,and open new copies with the"File New"menu command.Look for"ENV04-1". Overview This workbook file contains multiple worksheets. Each worksheet Is Indicated by a tab at the bottom of the screen. (If you don't see the tabs,visit menu option"Tools-Options-View-Sheet Tabs".) You may visit each form by clicking on its tab. Most calculations are automated. The spaces which display the results of calculations are not editable. Some adjustments to formatting have been made to facilitate electronic filling and calculation of the forms. Save Files Each time you open this file and start filling forms,you must save it under a new filename of your choosing using File Save As. The original template file cannot be altered. You may also save your own versions of the forms this way. Getting Each form has two pages(front and back). Both pages are available on screen when you click the tab for a form. Uso tho coroll bare to find the second page. It is either to the right,below,or sometimes to the right and below the Around first page. Filling All project info and the date for all forms is entered once on"ENV-SUMV and automatically reproduced on the other forms.Always fill in the heading of ENV-SUM1,even If you will not be using that form. The other forms have a Fields reminder to do this. Only fillable fields are accessible. If you try to edit any other field,you'll get an error message. You may Use the TAB key to move to the next fillable field. If the TAB doesn't take you where you want to'go,use the mouse. Avoid excessively long text strings when entering information. In some cases,text that extends beyond the available space will simply not be seen. In most cases,the text will wrap within the cell. This may force part of the form onto a new page To enter the date,use this format:mm/dd/yy: For example,you would enter 6/8/06 or 12/15/06. Check boxes can be either blank,or checked-off with an"x"shown in the box. To toggle between cases,click the box with your mouse. Radio buttons (circles)are either filled or unfilled. Only one in a set may be filled. Drop-down lists have an arrow at the right side of the space. Click the arrow with your mouse and select the appropriate option. One of the options is a blank. When a form has a space for notes or explanation,click anywhere in the space to edit. Your cursor will become a text editing Insertion bar,and you can edit as with a word processor. Personal- You can personalize the forms with your company name,address,phone,or any other information. This Is done by editing the footer using File Page Setup Header/Footer. You can then save the file under a new template name izing and re-use It again. Adding Many tables,such as for listing equipment types,have a certain number of lines for entering data. There may not always be enough lines for all the entries you need to make. With this electronic version,you can add additional Lines and lines to the table. Removing To add additional lines where this feature is available,click on the"+"button with your mouse. This button is located to the right of the sheet. If you can't see it,scroll right(or change the View Zoom setting to 83%). To remove lines that you have added,click on the'Y'button with your mouse. You cannot remove lines that were not added,an error appears if you try. If you add additional lines with this method,the pagination will usually be affected. The forms will be forced to carry additional lines over to other pages. Be sure to submit all pages to the plans examiner. Space Heat You must select a value for Space Heat Type on ENV-SUM1 and ENV-UA-1 for this workbook to automatically calculate maximum allowed glazing percentages.Space Heat Type is selected on line 12 of ENV-SUM1 and line 4 Type of ENV-UA-1. Glazing The Glazing Area%shown on the ENV-SUM form is automatically calculated in the electronic version from the Proposed areas on the corresponding ENV-UA form. If you use the Envelope Prescriptive Option,you still must Area enter the actual areas. As a shortcut in this case,you can enter the vertical glazing,the overhead glazing and the opaque wall areas (Including doors)as single numbers and leave the rest of the ENV-UA form blank. Glazing Under the Envelope Component Performance option,the Target Area Adjustment Calculations are fully automatic, using information you enter for on your project type and your Proposed Areas on the ENV-UA form. Target areas Adjust- are calculated automatically. ments The exception to this Is the target area for Opaque Walls,discussed below. UA Cales - Because of the various types of opaque walls,the Target Areas are not automatically generated on the ENV-UA form. You may manually enter up to three wall type Target Areas. The sum of these must equal the Target Opaque Opaque Wall Area shown on the back. Walls If this is not done correctly,the Total Areas at the bottom of the page will not be equal;the building will not be in compliance and an error message will be displayed at the lower right corner on the back of ENV-UA. 2004 Washington State Nonresidential Energy Code Compliance Form instructions • r Electronic Forms Revised May 2005 Max Target The Maximum Target Glazing%Is determined from Table 13-1 based on the area-weighted averages of the proposed glazing U-factors and SHGC that you enter on the ENV-UA form. Thus,all proposed values and areas Glazing% must be entered. Printing The forms should print on any printer supported by Windows. You will need to have the following TrueType fonts Installed under Windows: Arial,Times New Roman,Courtier New and Wingdings. These are all standard Windows Fonts. If you are losing form or flowchart details when printing,you may have a shortage of printer memory. Try printing problem pages individually. By default,only selected forms are printed. To select one or more forms,hold down the Ctrl key and click the tabs of the worksheets you need.Issue the File Print Selected Sheets command.To print the entire set,use File Print Entire Workbook. Clean It Is possible to print clean,blank versions of these forms for hand filling. To do so,delete all of the heading information at the beginning of ENV-SUM1,and make sure that all fillable cells in the forms are empty.Then print Forms the clean forms. For each radio button group;there Is a button labeled"Clear". Clicking this button will clear the other buttons so that they will print as empty circles. The"Clear"button will not print. Partial There are three other companion files:ENV04-2.XLT(climate zone 2 envelope requirements);MECH04.XLT Form Sets (Chapter 14 mechanical systems requirements);and LTG04.XLT(Chapter 15 lighting requirements). Forms in a set may not be deleted,because the file is locked,but you need not print all the forms,as explained in "Printing"above. Re-Calcu As this is a large file,it may respond slowly to changes if it is set to automatically re-calculate after every action. To set calculation to manual,visit the"Tools-Options-Calculation"menu item. Then manually recalculate using the lation F9 key. 2004 Washington State Nonresidential Energy Code Compliance Form Envelope 2004 Washington State Nonresidential Energy Code Compiiance Forms Revised May 2005 Decision Flowchart Use,this flowchart to determine if project qualifies for the optional Prescriptive Option. for Prescriptive Option If not;either the Component Performance or Systems Analysis Options must be used. 1302 Space Heat Type:For the purpose of determining building envelope \ Electric Resistance;Space heating systems which use electric resistance requirements,the following two categories comprise all space heating type i START elements as the primary heating system Including baseboard,radiant,and Other.Al other space heating systems Including gas,solid fuel,oil,and forced air units where the total electric resistance heat capacity exceeds 1.0 propane space healing systems and those systems listed In the exception to 4 Wily of the gross conditioned floor area. Exception:Heat pumps and electric resistance. (continued at right) terminal electric resistance heating In variable air volume distribution systems. Electric --No—,, Resistance Yes— Heat? -- o \ : All Insulation Installed? All Insulation Installed? Below Grd Wall(ext) R-10 Wood Metal Below Grd Wall(oth) R-19 Below Grd Wall(ext) R-10 R-10 Roof Over Attic R-30 Below Grd Wall loth) R-19 U-0.062 All Other-Roof R-21 Roof Over Attic R-36 U-0.031 Raised Floor R-19 All Other Roof R-30 U-0.034 Slab-On-Grade R-10 Raised Floor R-30 U-0.029 Radiant Floor R-10 Slat-On-Grade R-10 R-10 Opaque Door U-0.60 Radiant Floor R-10 R 10 Opaque Door U-0.60 U-0 60 —No 4e Yes) N /� Mass Wall Wall R Mass Wail VaelIGRr1agde--No�Criteria OK? N wood,or N Criteria OK?�N(below) 0.062 me (below) Yes Yes Yes Yes — 7 Mass Wall Insulation Req. Mass Wall Insulation Req. Mass Wall U0.15/R5.7ci Mass Wall 1.10.15/R5.7ci CMU Block Ins.Cores Ye Yes_CMU Block Ins.Cores Wood Frame R19 Wood Frame R19 Metal Framed R19 r I F Metal Framed U0.062 Glazing Criteria Met? Glazing Criteria Met? No Glazing Vert OH Glazing Vert OH No Area% UVal UVal SHGC Area% UVal UVal SHGC 0-30% 0.55 0.70 0.45 0-30% 0.40 0.60 0.40 30-45% 0.45 0.60 0.40 I>30 Not Allowed >45% Not Allowed l 1 No Yes s No Prescriptive Path Allowed Component Performance or �— Systems Analysis Required Concrete/Masonry Option* Wall Heat Capacity (HC) *If the area weighted heat Assembly Description Assy.Tag HC** Area(sf) HC x Area capacity(HC)of the total above grade wall Is a minimum of 9.0, the Concrete Masonry Option may be used. *'For framed walls,assume HC=1.0 unless calculations are provided;for all other walls,use Totals Section 1009. Area weighted HC:divide total of(HC x area)by Total Area 2004 Washington State Nonresidential Energy Code Compliance Form Envelope Summary Climate Zo 1 ENV-SUM ne 2004 Washington state Nonresidential Energy Code Compliance Forms r Ir+ Revfsed May 2005 Project Info Project Address 1—/72-'2-- _ 4,'7 •AVC- r_- , Date 07/os/2005 l-r,*L f nGT0 N , w 4 Or , For Building Department Use Applicant Name: WL-SLCy ZLITH Applicant Address: 37 t-7 Nrt Applicant Phone: st;;�_ tw 4—S- Project Description. IN-New Building ❑Addition ❑Alteration ❑Change of Use 'prescriptive ❑Component Performance El systems Analysis Compliance Option (See Decision Flowchart(over)for qualifications) Electric resistance Q All other (see over for definitions) Space Heat Type Total Glazing Area Electronic version: these values are automatically taken from ENV-UA-1. Glazing Area Calculation (rough opening) Gross Exterior Note:Below grade walls may be included in the (vertical&overhd) divided by Wall Area times 100 equals %Glazing Gross Exterior Wall Area If they.are insulated to the level required for opaque walls. 7 6 T # pt'g X 100 3• a O yes Check here If using this option and if project meets all requirements for the Concrete/Masonry Concrete/Masonry Option Option. See Decision Flowchart(over)for qualifications. Enter requirements for each qualifying )<noassembly below. Envelope Requirements(enter values as applicable) Opaque Concrete/Masonry Wall Requirements Fullyheated/cooled space. Wall Maximum U-factor is 0.15(R5.7 continuous Ins) Minimum.Insulation R-values CMU block walls with insulated cores comply Roofs Over Attic R 9 If project qualifies for Concrete/Masonry Option,list walls All Other Roofs with HC z 9.0 Btu/ft.°F below(other walls must meet Opaque Wall requirements). Use descriptions and values Opaque Walls F.—I—I from Table 10-9 in the Code. Below Grade Walls Wall Description U-factor Floors Over Unconditioned Space (including insulation R-value&position) Slabs-on-Grade Radiant Floors Maximum U-factors Opaque Doors 0.46060 Vertical Glazing Overhead Glazing Maximum SHGC(or SC) Vertical/Overhead Glazing Semi-heated space 2 Minimum Insulation R-values Roofs Over Semi-Heated Spaces2 R" I Q 1.Assemblies with metal framing must comply with overall U-factors 2:Refer to Section"1310 for quallflcatlons and requirements Notes: 2004 Washington State Nonresidential Energy Code Compliance Form 2064 Washington State Nonresidential Energy Code compliance Forms Revised May 2005 Project Address 1 - Always fill out this line on MM-SUMI Date 07/05/2005 Space Heat Type O Electric resistance Q All other For Building Department Use Glazing Area as%gross exterior wall area Prop. Max.Target Concrete/Masonry Option O Yes O No Notes:If glazing area exceeds maximum allowed in Table,then calculate adjusted areas on back(over). Building Component Proposed UA Target UA List components by assembly ID&page# U-factor x Area(A) =UA(U x A) U-factor x Area(A) =UA(U x A) U= Plan ID: U= Plan ID: Glazinc 04, Flectric Resist. Other'Hoatir q rn U= Plan ID: 0-3011/0 040 0.55 U= Plan ID: >30-45% see note above 0.45 C� U= Plan ID: U= Plan ID: U= Plan ID: U= Plan ID: e Q U= Plan ID: Glazing% Electric Resist, Other Heating m` U= Plan ID: 0-30% 0.6 0.7 O U= Plan ID: >30-45`/0. -see note above U 13 m U= Plan ID: - °o U= Plan ID: O U= Plan ID: O U= Plan ID: 0 U= Plan ID: a o U= Plan ID: Electric Resist, Other Heating O U= Plan ID: w 0,60 td2 0.60[ R= Plan ID: t R= Plan ID: Electric Resist. Other Heating [ R= Plan ID: 0.031 0.036 R= Plan ID: r R= Plan ID: Electric Resist. Other Heating O R= Plan ID: 0.034 0.046,. R= Plan ID: R= Plan ID: ** R= Plan ID: ** R= Plan ID:- Electric Resist. Other Heatijtg R= Plan ID: Frame-Wd 0.062 0.062 a R= Plan ID: Frame-Mtl 0,062 0.169 O R= Plan ID: Mass Wall,+ 0.15 0.15 "Note:sum of Target Areas here should equal Target Opaque Wall Area(see back) ++seg_Mass wall Criteria R= Plan ID: u R= Plan ID: Electric Resist. Other.Heating g R= Plan ID: lht Ins 0,062 C 1062 Note:if insulated to levels required for opaque walls,list above with opaque walls EA Ins 0.07 0,07.. R= Plan ID: Electric Resist. Other Heatirl 0 f R= Plan ID: 8 _ R= Plan ID: 0.029' OA56: R= Plan ID: '1 s R= Plan ID: Lu a R= Plan ID: Electric Resist. Other Heating_ 0 11 R= Plan ID: 174.54 F=0.54 R= Plan ID: (see Table 13-1 for radiant floor values) '.For CMU walls,Indicate core Insulation material. Totals Totals To comply: 1)Proposed Total UA shall not exceed Target Total UA. 2)Proposed Total Area shall equal Target Total Area. 2004 Washington State Nonresidential Enemy Code Com llance Form Climate Zone 1 ENV-SHGC 2004 Washington Stale Nonresldenllal Energy Coda Compllanw Forms Revised May 2005 Glazing Proposed SHGC Target SHGC List components by assembly ID&page# - SHGC* x Area(A) =SHGC x A SHGC x Area(A) =SHGC x A ID: ID; Glazing% Electric Resist. Other Heatitq ID: co ID: >30.45% not allowed'• ?, 0:4 ID: t. *Note:Manufacturer's SC may be used in lieu of SHGC. Totals Totals For compliance:Proposed total SHGC x A shall not exceed Target total SHGC x A NOTE:Since 1997 SHGC compliance for vertical and overhead glazing is allowed to be calculated together. TargetArea Adjustment Calculations If the total amount of glazing area as a%of gross exterior wall area(calculated on ENV-SUM1)exceeds the maximum allowed In Table 13-1, then this calculation must be submitted Use the resulting areas In the Target UA and SHGC calculations above. Proposed Areas: Numbered values are used in calculations below. Roofs over Attics Other Roofs Walls Glazing Area OG= OG= VG= Note: OG-overhead glazing Opaque Area I IVG=vertical glazing Gross Exterior Wall Max Glazing Area Maximum Target Area (Table 13-1) Glazing Area X 1 100 = Target OG Area in Roofs over Attics Target OG Area In Other Roofs Max OG Remaining Target VG Area For Target OG's,the a lesser = — lesser = lesser values are used both here and ~� !> below. Pro osed Opaque Area Proposed OG Area 1 Target OG Area Target Opaque Area Roofs over Attics + — _ }, :n:{`_ Other Roofs } _ Proposed Opaque Area Proposed VG Area Target VG Area Target Opaque Area Walls I + I j _ I j = I - TargetAreasOK Note: If there is more than one type of wall,the Target VG Area may be distributed among them,and separate Target Opaque Areas found. If the Target Areas for Opaque Walls listed on the front must equal the total calculated here. Target values In shaded boxes are used In the applicable Target UA calculations on the front. Target VG Area and Total Target OG Area are also used in the applicable Target SHGC calculations above. 2004 Washington State Nonresidential Energy Code Com liance Form BUilding Permit Plans Checklist 2004 Washington State Nonresldenaa►Energy Code Compliance Forms RaNsad May 2005 Project Address 1 - Always fill out: this line on 111I Date 07/05/200S The following Information is necessary to check a building permit application for compliance with the building envelope requirements In the Washington State Nonresidential Energy Code. Applicability I Code I ILocation Building Department (yes,no,n.a.) I Section I Component I Information Required on Plans I Notes GENERAL REQUIREMENTS (Sections 1301-1314) 1301 scope Unconditioned spaces identified on plans if allowed 1302 Space heat type: If"Other", Indicate on plans that electric resistance heat is not allowed 1310.2 Semi-heated spaces Semi-heated spaces identified on plans if allowed 1311 Insu!o;ice 1311.1 Insul.Installation Indicate densities and clearances 1311.2 Roof/ceiling insul. Indicate R-value on roof sections for attics and other roofs; Indicate clearances for attic Insulation; ludicate baffles if eave vents installed; Indicate face stapling of faced batts 1311.3 Wall Insulation Indioate R-value on wall sections; Indicate face stapling of faced batts; 'Indicate above grade exterior Insulation Is protected; 'indicate loose-fill core Insulation for masonry walls as neoess; Indicate heat capacity of masonry walls f masonry option Is used F73; 1311.4 Floor Insulation Indicate R-value on floor sections; Indicate substantial contact with surface; Indicate supports not more than 24"o.c.; Indicate that insulation does not block airflow throuah foundation y 1311.5 Slab-on-grade floor indicate R-value on wall section or foundation detail; Indicate slab insulation extends down vertically 24"from top; Indicate above grade exterior insulation is protected 1311.6 Radiant floor Indicate R-value on wall section or foundation detail; Indicate slab insulation extends down vertically 36"from the top; Indicate above grade exterior insulation is protected; Indicate insulation also under entire slab where re 'd.by Official 1312 Glazing and doors Provide calculation of glazing area(including both vertical vertical and overhead)as percent of gross wall area 1312.1 U-factors Indicate glazing and door U-factors on glazing and door schedule(provide area-weighted calculations as necessary); Indicate if values are NFRC or default,If values are default than specify frame type,glazing layers,gapwidth,tow-e coatings,gas fillings 131g.2 SHGC&$C Indicate glazing solar heat gain coeffident or shading coefficient on glazing schedule(provide area-weighted calculations as necessary) 1313 Moisture control 1313.1 Vapor retarders Indicate vapor retarders on warm side 1313.2 Roof/cefUng vap.rat. Indicate vapor retarder on roof section; Indicate va .retard.with sealed seams for non-wood struc. 1313.3 Wall vapor retarder Indicate vapor retarder on wall section 1313.4 Floor vapor retarder Indicate vapor retarder on floor section 1313.5 Crawl spade vap.rat. Indicate six mil black polyethylene overlapped 12"on ground 1314 Air leakage 1314.1 Bldg.envel,sealing Indicate sealing,caulking,gasketing,and weatherstripping 1314.2 Glazing/door sealing Indicate weatherstripping 1314.3 Assemb.as ducts Indicate sealing,caulking and gasketing PRESCRIPTIVEXOMPON ENT PERFORMANCE (Sections 1320-23 or 1330.34) Envelope Sum.Form Completed and attached. Provide component performance workshest If necessary If"no"Is shown for any question,provide explanation: 2004 Washinpton State Nonresidential Ene Code Com Ifance Form Building Permit Plans Checklist 2004 Washington State Nmmsidenlial Energy Code CoMpliance FWM ReAsed May 2005 Envelope - General Requirements 1311 Insulation Product samples used for U-factor determinations shall be 1311.1 Installation Requirements: AN insulation materials production One units or representative of units as purchased by shall be in according to the manufacturer's instructions the consumer or contractor.Unlabeled glazing and doors shall be assigned the default U-factor in Section 2006. to achieve proper densities,maintain clearances,and maintain 1312.2 Solar Heat Gain Coefficient and Shading uniform R-values.To the maximum extent possible, insulation g shall extend over the full component area to the intended R- Coefficient:Solar Heat Gain Coefficient(SHGC),shall be value. determ ined,certified and labeled in accordance with the 1311.2 Roof/Ceiling Insulation:Open-blown or poured loose- National Fenestration Rating Council(NFRC)Standard by acertified, independent agency, licensed by the NFRC. fill Insulation may be used in attic spaces where the slope of the ceiling is not more than 3112 and there is at least thirty Exception: Shading coefficients(SC)shall be an inches of clear distance from the top of the bottom chord of the acceptable alternate for compliance with solar heat truss or ceiling joist to the underside of the sheathing at the gain coefficient requirements. Shading coefficients roof ridge.When save vents are installed, baffling of the vent for glazing shall betaken from Chapter 27 of openings shall be provided so as to deflect the incoming air Standard RS-27 or from the manufacturer's test data above the surface of the insulation. 1313 Moisture Control Where lighting fixtures are recessed into a suspended or 1313.1 Vapor Retarders:Vapor retarders shall be installed on exposed grid ceiling,the roof/ceiling assembly shall be the warm side(in winter)of insulation as required by this insulated in a location other than directly on the suspended section. ceiling. Exception:Vapor retarder installed with not more Exception: Type IC rated recessed lighting fixtures. than 1/3 of the nominal R value between it and the Where installed in wood framing,faced batt insulation conditioned spam shall be face stapled 1313.2 Roof/Ceiling Assemblies:Roof/ceiling assemblies 1311.3 Wall Insulation:Exterior wall cavities isolated during where the ventilation space above the insulation is less than framing shall be fully insulated to the levels of the surrounding an average of twelve inches shall be provided with a vapor walls.When installed in wood framing,faced batt insulation retarder.Roof/ceiling assemblies without a vented airspace, shall be face stapled where neither the roof deck northe roof structure are made of Above grade exterior insulation shall be protected. wood,shall provide a continuous vapor retarder with taped seams. 1311.4 Floor Insulation: Floor insulation shall be installed in Exception: Vapor retarders need not be provided a perm anent manner in substantial contact with the surface where all of the insulation is installed between the being insulated. Insulation supports shall be installed so roof membrane and the structural roof deck spacing is not more than twenty-four inches on center. Installed insulation shall not block the airflow through 1313.3 Walls:Walls separating conditioned space from foundation vents. unconditioned space shall be provided with a vapor retarder. 1311.5 Slab-OrrGrade Floor: Slab-on-grade insulation 1313.4 Floors:Floors separating conditioned space from installed inside the foundation wall shall extend downward from unconditioned space shall be provided with a vapor retarder. the top of the slab-a minimum distance of twenty-four inches or 1313.5 Crawl Spaces:A ground cover of six mil(0.006 inch to the top of the footing,whichever is less. Insulation installed thick)black polyethylene or approved equal shall be laid over outside the foundation shall extend downward a minimum of the ground within crawl spaces.The ground cover shall be twenty-four inches or to the frostline,whichever is greater. overlapped twelve inches minimum atthejoirts and shall Above grade insulation shall be protected. extend to the foundation wall. Exception:For monolithic slabs,the insulation shall Exception:The ground cover may be omitted in extend downward from the top of the slab to the crawl spaces if the crawl space has a concrete slab bottom of the footing. floor with a minimum thickness of three and one-half 1311.6 Radiant Floors(on or below grade): Slab-on-grade inches. insulation shall extend downward from the top of the slab a 1314 Air Leakage minimum distance of thirty-six inches or downward to the top of 1314.1 Building Envelope:The requirements of this section the footing and horizontal for an aggregate of not less than shall apply to building elements separating conditioned from thirty-six inches. unconditioned spaces. Exteriorjoints around windows and If required by the building official where soil conditions doorframes,openings between walls and foundation;between warrant such insulation,the entire area of a radiantfloor shall walls and roof and wag panels;openings at penetrations of be thermally isolated from the soil. Where a soil gas control utility services through walls,floors,and roofs;and all other system is provided below the radiant floor,which results in openings in the building envelope shall be sealed, caulked, increased convective flow below the radiant floor,the radiant gasketed,or weatherstripped to limit air leakage floor shall be thermally isolated from the sub-floor gravel layer. 1314.2 Glazing and Doors:Doors and operable glazing 1312 Glazing and Doors separating conditioned from unconditioned space shall be 1312.1 Standard Procedure for Determination of Glazing weatherstripped. Fixed windows shall be tight fitting with glass and Door U-Factors: U-factors for glazing and doors shall be retained by stops with sealant or caulking all around determined, certified and labeled in accordance with Standard Exception:Openings that are required to be fire RS-31 by a certified independent agency licensed by the resistant National Fenestration Rating Council(NFRC). Compliance 1314.3 Building Assemblies Used as Ducts or Plenums: shall be based on the Residential or the Nonresidential Model Building assemblies used as duds or plenums shall be sealed, Size. caulked, and gasketed to limit air leakage. 2004 Washington State Nonresidential Enerpy Code Compllanre Form InstrUCH0111S for • Forms Revised May 2005 Start-up This file,ENV04-2.XLS,has electronic versions of the 2004 compliance forms for climate zone 2 envelope requirements. Open a working copy of this file and be sure to use Save As to save It to a new file name. Alternatively,you can save the file as a template In the XLSTART subdirectory In the EXCEL directory,and open new copies with.the"File New"menu command.Look for"ENV04-2". Overview This workbook file contains multiple worksheets. Each worksheet is indicated by a tab at the bottom of the .screen. (If you don't see the tabs,visit menu option'Tools-Options-View-Sheet Tabs".) You may visit each form by clicking on Its tab. Most calculations are automated. The spaces which display the results of calculations are not editable. Some adjustments to formatting have been made to facilitate electronic filling and calculation of the forms. Save Files Each time you open this file and start filling forms,you must save it under a new filename of your choosing using File Save As. The original template file cannot be altered. You may also save your own versions of the forms this way. Getting Each form has two pages(front and back). Both pages are available on screen when you click the tab for a form. Use the scroll bars to find the second page. It is either to the right,below,or sometimes to the right and below the Around first page. Filling All project Info and the date for all forms is entered once on"ENV-SUM2"and automatically reproduced on the other forms.Always fill in the heading of ENV-SUM2,even if you will not be using that form. The other forms have a Fields reminder to do this. Only fillable fields are accessible. If you try to edit any other field,you'll get an error message. You may use the TAB key to move to the next fillable field. If the TAB doesn't take you where you want to go,use the mouse. Avoid excessively long text strings when entering Information. In some cases,:text that extends beyond the available space will simply not be seen. In most cases,the text will wrap within the cell. This may force part of the form onto a new page To enter the date,use this format:mm/dd/yy. For example,you would enter 6/8/06 or 12/15/06. Check boxes can be either blank,or checked-off with an'Y'shown in the box. To toggle between cases,click the box with your mouse. Radio buttons (circles)are either filled or unfilled. Only one in a set may be filled, Drop-down lists have an arrow at the right side of the space. Click the arrow with your mouse and select the appropriate option. One of the options is a blank. When a form has a space for notes or explanation,click anywhere in the space to edit. Your cursor will become a text editing insertion bar and you can edit as with a word processor. Personal- You can personalize the forms with your company name,address,phone,or any other information. This is done by editing the footer using File Page Setup Header/Footer. You can then save the file under a new template name izing and re-use it again. Adding Many tables,such as for listing equipment types,have a certain number of lines for entering data. There may not always be enough lines for all the entries you need to make. With this electronic version,you can add additional Lines and lines to the table. Removing To add additional lines where this feature Is available,click on the W button with your mouse. This button is located to the right of,the sheet. If you can't see It,scroll right(or change the View Zoom setting to 83%). To remove lines that you have added,click on the""button with your mouse. You cannot remove lines that were not added;an error appears If you try. If you add additional lines with this method,the pagination will usually be affected. The forms will be forced to carry additional lines over to other pages. Be sure to submit all pages to the plans examiner. Space Heat You must select a value for Space Heat Type on ENV-SUM2 and ENV-UA-2 for this workbook to automatically calculate maximum allowed glazing percentages.Space Heat Type is selected on line 12 of ENV-SUM2 and line 4 Type of FNV-tJA-2. Glazing The Glazing Area%shown on the ENV-SUM form Is automatically calculated In the electronic version from the Proposed areas on the corresponding ENV-UA form. If you use the Envelope Prescriptive Option,you still must Area enter the actual areas. As a shortcut in this case,you can enter the vertical glazing,the overhead glazing and the opaque wall areas (including doors)as single numbers and leave the rest of the ENV-UA form blank. Glazing Under the Envelope Component Performance option,the Target Area Adjustment Calculations are fully automatic, using Information you enter for on your project type and your Proposed Areas on the ENV-UA form. Target areas Adjust- are calculated automatically. ments The exception to this Is the target area for Opaque Walls,discussed below. UA Calcs - Because of the various types of opaque walls,the Target Areas are not automatically generated on the ENV-UA form. You may manually enter up to three wall type Target Areas. The sum of these must equal the Target Opaque Opaque Wall Area shown on the back. Walls If this is not done correctly,the Total Areas at the bottom of the page will not be equal;the building will not be In compliance and an error message will be displayed at the lower right comer on the back of ENV-UA. 2004 Washington State Nonresidential Energy Code Compliance Form Max Target The Maximum Target Glazing%Is determined from 13-2 based on the area-weighted averages of the propgsed glazing U-factors and SHGC that you enter on the ENV-UA form. Thus,all proposed values and areas must be Glazing% entered. Printing The forms should print on any printer supported by Windows. You will need to have the following TrueType fonts Installed under Windows: Arial,Times New Roman,Courtier New and Wingdings. These are all standard Windows fonts. If you are losing form or flowchart details when printing,you may have a shortage of printer memory. Try printing problem pages Individually. By default,only selected forms are printed. To select one.or more forms,hold down the Ctrt key and click the tabs of the worksheets you need.Issue the File Print Selected Sheets command.To print the entire set,use File Print Entire Workbook. Clean It is possible to print clean,blank versions of these forms for hand filling. To do so,delete all of the heading information at the beginning of ENV-SUM1,and make sure that all flllable cells in the forms are empty.Then print Forms the clean forms. For each radio button groyp,there is a button labeled"Clear". Clicking this button will clear the other buttons so that they will print as empty circles. The"Clear"button will not print. Partial There are three other companion files:ENV04-1.XLS(climate zone 1 envelope requirements);MECH04.XLS Form Sets (Chapter 14 mechanical systems requirements);and LTG04.XLS(Chapter 15 lighting requirements). Forms in a set may not be deleted,because the file is locked,but you need not print all the forms,as explained in "Printing"above. Re-Calcu As this is a large file,it may respond slowly to changes if.it is set to automatically re-calculate after every action. To set calculation to manual,visit the"Tools-Options-Calculation"menu item. Then manually recalculate using the lation F9 key. 2004 Washington State Nonresidential inemy Code Compliance Form Envelope • ' 2004 Washington State Nonresidential Energy Code Compliance Forms Revised May 2005 Project Info project Address 1 - nl,,ye fill out this line on MM-euus Date 07/05/2005 2 - sill out this line on ITV-SM92 For Building Department Use 3 - Bill out this line on ENV-StW2 Applicant Name: 4 - Fill out this line on MTV-Soer2 Applicant Address: 5 - Fill out this line on MTV-Sma2 Applicant Phone: 6 - Fill out this line on MM-Soer2 Project Description ❑ New Building ❑Addition ' ❑Alteration ❑Change of Use El Prescriptive El component Performance ❑ Systems Analysis Compliance Option (See Decision Flowchart(over)for qualifications) Space Heat Type p Electric resistance 0 All other (see over for definitions) Total Glazing Area Electronic version: these values are automatically taken from ENV-UA-2. Glazing Area Calculation (rough opening) Gross Exterior Note:Below grade walls may be included In the (vertical&overhd) divided by Wall Area times 100 equals %Glazing Gross Exterior Wall Area if they are insulated to the level required for opaque walls. T X 100 - Q yes Check here if using this option and if project meets all requirements for the Concrete/Masonry Concrete/Masonry-Option O Option. See Decision Flowchart(over)for qualifications. Enter requirements for each qualifying p no assembly below. Envelope Requirements(enter values as applicable) Opaque Concrete/Masonry Wall Requirements Fully heated/cooled space Wall Maximum U-factor is 0.123(R7.6 continuous Ins) Minimum Insulation R-values CMU black walls with insulated cores DO NOT comply Roofs Over Attic If project qualifies for Concrete/Masonry Option,list walls All Other Roofs with HC>_9.0 Btu/ft2•*F below(other walls must meet Opaque Wall requirements). Use descriptions and values Opaque Walls from Table 10-9 in the Code. Below Grade Walls Wall Description U-factor Floors Over Unconditioned Space (including insulation R-value&position) Slabs-on-Grade Radiant Floors Maximum U-factors Opaque Doors Vertical Glazing Overhead Glazing Maximum SHGC(or SC) Vertical/Overhead Glazing Semi-heated space* Minimum Insulation R-values Roofs Over Seml-Heated Spaces* 1.Assemblies with metal framing must comply with overall U-factors 2.Refer to Section 1310 for qualifications and requirements Notes: 2004 Washington State Nonresidential aergy Code Compliance Form Envel •. • . • , • 2004 Washington State Nonresidential Energy Code Compliance Form Revised May 2005 Decision Flowchart Use this flowchart to determine if project qualifies for the optional Prescriptive Option. for Prescriptive Option If not,either the Component Performance or Systems Analysis Options must be used. 1302 Space Heat Type:For the purpose of determining building envelope Electric Resistance:Space heating systems which use electric resistance requirements,the following two categories comprise all space healing types: START elements as the primary heating system Including baseboard,radiant,and Other:All other space heating systems Including gas,solid fuel,oil,and forced air units where the total electric resistance heat capacity exceeds 1.0 propane space heatnd systems and those systems listed in the exception to W/it2 of the gross conditioned floor area. Exception:Heal pumps and electric resistance. (continued at right) terminal electric resistance heating In variable air volume distribution systems. Electric N Resistance Yes- IV Heat? All Insulation Installed? All Insulation Installed? Below Grd Wall(ext) R-12 Wood Metal Below Grd Wall(oth) R-19 Below Grd Wall(ext) RT12 R-12 Roof Over Attic R-38 Below Grd Wall loth) R-24 U-0.044 All Other Roof R-25 Roof Over Attic R-38 U-0.031 Raised Floor R-21 All Other Roof R-30 U-0.034 Slab-On-Grade R-10 Raised Floor R-30 U-0.029 Radiant Floor R-10 Slab-On-Grade R-10 R-10 Opaque Door U-0.60 Radiant Floor R-10 R-10 Opaque Door U-0.60 U-0.60 N Ye Yes N Mass Wall 11 R all R24 Mass Wall wood,or Criteria OK? N wood,or No— Criteria OK? N R13+R3.6CI No- (below) metal 0.044 me (below) Yes Yes Yes Yes Mass Wall Insulation Req. Mass Wall Insulation Req. Mass Wall U0.123/R7.6ci Mass Wall U0.123/R7.6ci CMU Block U0.123/R7.6ci Yew Yes—CMU Block U0.123/R7.6ci Wood Frame R19 Wood Frame R24 Metal Framed R13+r3.8ci Metal Framed U0,044 1 Glazing Criteria Met? Glazing Criteria Metz No Glazing Vert OH Glazing Vert OH NO Area% UVal Wail SHGC Area% UVal UVal SHGC 0-30% 0.55 0.70 0.45 0-30% 0.40 0.60 0.40 30-45% 0.45 0.60 0.40 >30 Not Allowed >45% Not Allowed 1 No Yes Prescriptive ♦ Yes No Path Allowed Component Performance or Systems Analysis Required Concrete/Masonry Optior Wall Heat Capacity (HC) 'If the area weighted heat Assembly Description Assy.Tag HC** Area(so HC x Area capacity(HC)of the total above grade wall Is a minimum of 9.0, the Concrete Masonry Option may be used. "For framed walls,assume HC=1.0 unless calculations are provided;for all other walls,use Totals Section 1009. Area weighted HC:divide total of(HC x area)by Total Area 2004 Washington State Nonresidential Energy Code Compliance Form Envelope UA CalCUlations Climate Zone 2 ENV-UA' 2004 Washington State Nonresldenilal Energy Code Compliance Forms Revised May 2005 Project Address 1 - Always fill out this line on ecru-st)M2 Date 07/05/2005 Space Heat Type O Electric resistance O All other For Building Department Use Glazing Area as%gross exterior wall area Prop.T Max.Target Concrete/Masonry Option O Yes O No Notes:If glazing area exceeds maximum allowed In Table,then calculate adjusted areas on back(over). Building Component Proposed UA Target UA List components by assembly ID&page# U-factor x Area(A) =UA(U x A) U-factor x Area(A) =UA(U x A) U= Plan ID: U= Plan ID: Glazing% Electric Resist. Other Heating U= Plan ID: 0 30% 0.40 Q.w U= Plan ID: -30=4GIA not,allowed 0.4� c� U= Plan ID: U= Plan ID: U= Plan ID: 8 U. Plan ID: U= Plan ID: Glazing% Electric Resist, Other Heating d U= Plan ID: 0-30% 0.60 0.70 U. Plan ID: >30A6% , .nat allowed y �e U= Plan ID: 1p a y ;,err �0 U= Plan ID: O d U= Plan ID: U= Plan 10: a U= Plan ID: a °o U= Plan ID: Electric Resist. Other ` acing O U= Plan ID: 0.60 0.60 R= Plan ID: > R= Plan ID: Electric Resist. Other Heating 20 .4 Oa R= Plan ID: 0,031 0.031 R= Plan ID: t c R= Plan ID: Electric Resist. Other Heating; R= Plan ID: , 0.034 0.039K4,' R= Plan ID: "* R= Plan ID: ** R= Plan ID: R= Plan ID: Electric.Resist. :,.O1,her Heating,. Cr Plan ID: Frame-Wd 0.044 ;'`' QM2 o R= Plan ID: Frame-Mtl 0,044'r� , 0.084 R= Plan ID: Mass Wall" 0.123 ' 0.123 "Note:sum of Target Areas here should equal Target Opaque Walt Area(see back) -see mass wall criteria R= Plan ID: R= Plan ID: Electric Resist, Other Heating °o R= Plan ID: Int, Ins. 0.044 0.062 Note.:if Insulated to levels required for opaque walls,list above with opaque walls JE4,Ins . _A., 0.061 „ c R= Plan ID: R= Plan ID: Electric Resist. Other Pleating R= Plan ID: 0.029 0,047 R= Plan ID: 0, 2 R= Plan ID: i R= Plan ID: ,��+, Electric Resist. Other Heating o O1 oc R= Plan ID: ' F=0,54 F=0.54 R= Plan ID: (see Table 13-2 for radiant floor values) *For CMU walls,indicate core Insulation material. Totals Totals -A To comply: 1)Proposed Total UA shall not exceed Target Total UA. 2)Proposed Total Area shall equal Target Total Area. 2004 Washington State Nonresidential Energy Code Compliance Form Envelope . • ns Climate Zone 2004 Washington State Nonresidential Energy Code Compliance Fortes Revised May 2005 Vertical Glazing Proposed SHGC Target SHGC List components by assembly ID&page# SHGC* is Area(A) =SHGC x A SHGC x Area(A) =SHGC x A ID: _ ID: Glazing% Electric Resist, Other Heating, ID: 0-30% 0A OAC ID: >30-45% not allowed 04 ID: ID: *Note:Manufacturer's SC may be used in lieu of SHGC. Totals Totals For compliance:Proposed total SHGC x A shall not exceed Target total SHGC x A NOTE:Since 1997 SHGC compliance for vertical and overhead glazing is allowed to be calculated together. �Target Area Adjustment Calculations If the total amount of glazing area as a%of gross exterior wall area(calculated on ENV-SUM2)exceeds'the maximum allowed in Table 13-2, then this calculation must be submitted Use the resulting areas In the Target UA and SHGC calculations above. Roofs over Attics Other Roofs Walls Glazing Area OG= OG= VG= Note: OG=overhead glazing Opaque Area VG=vertical glazing Gross Exterior Wall Max Glazing Area Maximum Target Area (Table 13-2) Glazing Area X — 100 = Target OG Area in Roofs over Attics Target OG Area in Other Roofs Max OG Remaining Target VG Area For Target OG's,the tj lesser — — B lesser = K r,c<-f�`,'; ;;> lesser values are used both'here and below. Proposed Opaque Area Proposed OG Area Target OG Area+ Target Opaque Area Roofs over Attics + Other Roofs + — Proposed Opaque Area Proposed VG Area Target VG Area Target Opaque Area Walls + — = I I Target Areas OK NoW If there Is more than one type of wall,the Target VG Area may be distributed among them,and separate Target Opaque Areas found. If the Target Areas for Opaque Walls listed on the front must equal the total calculated here. Target values In shaded boxes are used In the applicable Target UA calculations on the front. Target VG Area and Total Target OG Area are also used In the applicable Target SHGC calculations above. 2004 WOW n State Nonresidential Ene Code Com lance Form BLIilding Permit Plans Checklist ENV-CHK , 2004 Washinglon State Nonresidential Energy Code Compliance Forms Revised May 2005 Project Address 1 - Always fill out this line on MM-SM12 Date 07/05/200S The following Information Is necessary to check a building permit application for compliance with the building envelope requirements in the Washington State Nonresidential Energy Code. Applicability Code Location Building Department (yes,no,n.a.) Section Cor tponent Information Required on Plans Notes GENERAL REQUIREMENTS (Sections 1301-1314) 1301 scope Unconditioned spaces identified on plans if allowed 1302 Space heat type: If"Other", indicate on plans that electric resistance heat is not allowed 1310.2 Semi-heated s aces Semi-heated s aces identified on plans if allowed _ _1311 Insulation 1311.1 Insul.installation Indicate densities and clearances 1311.2 Roof/ceiling insul. Indicate R-value on roof sections for stfles and other roofs; Indicate clearances for attic insulation; Indicate baffles if eave vents installed; Indicate face stapling of faced batts 1311.3 Wall insulation Indicate R-value on wall sections; Indicate face stapling of faced batts; Indicate above grade exteriorinsulaflon is protected; Indicate 16ose-fill core insulation for masonry walls as necess; Indicate heat capacity of masonry walls If masonry option is used+F64: 1311.4 Floor insulation Indicate R-value on floor sections; Indicate substantial contact with surface; Indicate supports not more than 24"o.c.; Indicate that insulation does not block airflow through foundation vents 1311.5 Slab-on-grade floor Indicate R-value on wall section or foundation detail; Indicate slab insulation extends down vertically 24"from top; Indicate above grade exterior insulation is protected 1311.6 Radiant floor Indicate R-value on wall section or foundation detail; Indicate slab Insulation extends down vertically 36"from the top; Indicate above grade exterior insulaton is protected; Indicate Insulation also under entire slab where 'd.by Official 1312 Glazing and doors Provide calculation of glazing area(Including both vertical vertical and overhead)as percent of gross wall area 1312.1 U-factors Indicate glazing and door U-factors on glazing and door schedule(provide area-weighted calculaflons as necessary); Indicate if values are NFRC or default,if values are default then specify frame type,glazing layers,gapwidth,low-e coatings.gas fillings 1312.2 SHGC&SC Indicate glazing solar heat gain coefficient or shading coefficient on glazing schedule(provide area-weighted calculations as necessary) 1313 Moisture control 1313.1 Vapor retarders Indicate vapor retarders on warm side 1313.2 Roof/ceiling vap.ret. Indicate vapor retarder on roof section; Indicate va'.retard.with sealed seams for non-wood struc. 1313.3 Wall vapor retarder Indicate vapor retarder on wall section 1313.4 Floor vapor retarder Indicate vapor retarder on floor section 1313.5 Crawl space vap.ret. Indicate six mil black polyethylene overlapped 12"on ground 1314 Ali leakage 1314.1 Bldg,envel.seating Indicate sealing,caulking,gasketing,and weatherstripping 1314.2 Glazing/door sealing Indicate weatherstripping 1314.3 Assemb.as ducts Indicate sealing,caulking and gasketing PRESCRIPTIVE/COMPONENT PERFORMANCE(Sections 1320-23 or 1330-34) Envelope Sum.Form Completed and attached. Provide component performance worksheet if necessary If"no"Is shown for any question,provide explanation: 2004 Washln ton State Nonresidential Ene Code Com Ilance Form Building Permit Plans Checklist ENV-CHK 2004 Washington State Nonresldentlat Energy Code Compllance forms Revised May M05 Envelope -Gone ral-R—equi rements 1311 Insulation Product samples used for U-factor determinations shall be production fine units or representative of units as purchased by 1311.1 Installation Requirements: Au insulation materials the consumer or contractor. Unlabeled glazing and doors shall shall be installed according to the manufacturer's instructions be assigned the default U-factor in Section 2006. to achieve proper densities,maintain clearances, and maintain efficient and Shading Co 1312.2 Solar Heat Gain uniform R-values. To the maximum extent possible, insulation Coefficient: Solar Hein Co Coefficient SHGC ,9 hall be shall extend over the full component area to the intended R-value. determined, certified and labeled in accordance with the National Fenestration Rating Council(NFRC) Statylard by a 1311.2 Roof/Ceiling Insulation:Open-blown or poured loose- certified, independent agency, licensed by the NFRC. . fill insulation may be used in attic spaces where the slope of the ceiling is not more than 3/12 and there is at least thirty Exception: Shading coefficients(SC)shall be an inches of clear distance from the top of the bottom chord of the acceptable alternate for compliance with solar heat truss or ceiling joist to the underside of the sheathing at the gain coefficient requirements. Shading coefficients roof ridge.When eave vents are installed, baffling of the vent for glazing shall be taken from Chapter 27 of openings shall be provided so as to deflect the incoming air Standard RS-27 or from the manufacturer's test data. above the surface of the insulation. 1313 Moisture Control Where lighting fixtures are recessed into a suspended or 1313.1 Vapor Retarders:Vapor retarders shall be installed on exposed grid ceiling,the roof/ceiling assembly shall be the warm side(fit winter)of insulation as required by this insulated in a location other than directly on the suspended section. ceiling. Exception:Vapor retarder installed with not more Exception: Type IC rated recessed lighting fixtures. than 1/3 of the nominal R value between it and the Where installed in wood framing,faced batt insulation conditioned space: shall be face stapled. 1313.2 Roof/Ceiling Assemblies:Roof/ceiling assemblies 1311.3 Wall Insulation: Exterior wall cavities isolated during where the ventilation space above the insulation is less than framing shall be fully insulated to the levels of the surrounding an average of twelve inches shall be provided with a vapor walls.When installed in wood framing,faced bait insulation retarder. Roof/ceiling assemblies without a vented airspace, shall be face stapled where neither the roof deck nor the,roof structure are made of Above grade exterior insulation shall be protected wood, shall provide a continuous vapor retarder with taped seams. 1311.4 Floor Insulation: Floor insulation shall be installed in Exception:Vapor retarders need not be provided a permanent manner in substantial contact with the surface where all of the insulation is installed between the being insulated. Insulation supports shall be installed so roof membrane and the structural roof deck spacing is not more than twenty-four inches on center. 1313.3 Walls:Walls separating conditioned space from Installed insulation shall not block the airflow through foundation vents. unconditioned space shall be provided with a vapor retarder. 1311.5 SIabw0n-Grade Floor: Slab-on-grade insulation 1313.4 Floors::Floors separating conditioned space from installed inside the foundation wall shall extend downward from unconditioned space shall be provided with a vapor retarder. the top of the slab a minimum distance of twenty-four inches or 1313.5 Crawl Spaces:A ground cover of six mil(0.006 inch to the top of the footing, whichever is less. Insulation installed thick)black polyethylene or approved equal shall be laid over outside the foundation shall extend downward a minimum of the ground within crawl spaces.The ground cover shall be twenty-four inches or to the frostline, whichever is greater. overlapped twelve inches minimum atthe joints and shall Above grade insulation shall be protected. extend to the foundation wall. Exception:For monolithic slabs,the insulation shall Exception:The ground cover may be omitted in extend downward from the top of the slab to the crawl spaces if the crawl space has a concrete slab bottom of the footing. floor with a minimum thickness of three and one-half 1311.6 Radiant Floors(on or below grade): Slab-on-grade inches. insulation shall extend downward from the top of the slab a 1314 Air Leakage minimum distance of thirty-six inches or downward to the top of 1314.1 Building Envelope:The requirements of this section the footing and horizontal for an aggregate of not less than shall apply to building elements separating conditioned from thirty-six inches, unconditioned spaces. Exterior joints around windows and If required by the building official where soil conditions door frames, openings between walls and foundation, between warrant such insulation,the entire area of a radiant floor shall walls and roof and wall panels;openings at penetrations of be thermally isolated from the soil. Where a soil gas control utility services through walls,floors,and roofs; and all other system is provided below the radiant floor,which results in openings in the building envelope shall be sealed, caulked, increased convective flow below the radiantfloor,the radiant gasketed, or weatherstripped to limit air leakage floor shall bethermally isolated from the sub-floor gravel layer. 1314.2 Glazing and Doors:Doors and operable glazing 1312 Glazing and Doors separating conditioned from Unconditioned space shall be 1312.1 Standard Procedure for Determination of Glazing weatherstripped. Fixed windows shall be tight fitting with glass and Door U-Factors: U4actors for,glazing and doors shall be retained by stops with sealant or caulbng all around. determined, certified and labeled in accordance with Standard Exception: Openings that are required to be fire RS-31 by a certified independent agency licensed by the resistant National Fenestration Rating Council(NFRC). Compliance 1314.3 Building Assemblies Used as Ducts or Plenums: shall be based on the Residential or the Nonresidential Model Building assemblies used as ducts or plenums shall be sealed, Size. caulked,and gasketed to limit air leakage. 2004 Was hin ton State Nonresidential EneEp Code Compliance Form InstrUCtions for • Forms Revised May 2005 Start-up This file,LTG04.XLS,has electronic versions of the 2004 compliance forms for the lighting system. Open a working copy of this file and be sure to use Save As to save It to a new file name. Alternatively,you can save the file as a template in the XLSTART subdirectory in the EXCEL directory,and open new copies with the"File New"menu command.Look for"LTG04". Overview This workbook file contains multiple worksheets. Each worksheet is indicated by a tab at the bottom of the screen. (If you don't see the tabs,visit menu option"Tools-Options-View-Sheet Tabs".) You may visit each form by Clicking on its tab. Most calculations are automated. The spaces which display the results of calculations are not editable. Some adjustments to formatting have been made to facilitate electronic filling and calculation of the forms. Save Files Each time you open this file and start filling forms,you must save it under a new filoname of your choosing using File Save As. The original template file cannot be altered. You may also save your own versions of the forms this way. Getting Each form has two pages(front and back). Both pages are available on screen when you click the tab for a form. Use the scroll berg to find the second pogo. It to either to the right,below,or sometimes to the right and below the Around first page. Filling All project Info and the date for all forms is entered once on"PRJ-SUM"and automatically reproduced on the other forms.Always fill In the heading of PRJ-SUM,even if you will not be using that form. The other forms have a Fields reminder to do this. Only fillable fields are accessible. If you try to edit any other field,you'll get an error message. You may use the TAB key to move to the next fillable field. If the TAB doesn't take you where you want to go,use the mouse. Avoid excessively long text strings when entering information. In some cases,text that extends beyond the available space will simply not be seen. In most cases,the text will wrap within the cell. This may force part of the form onto a new page To enter the date,use this format:mm/dd/yyyy. For example,you would enter 7/1/2006 or 12/15/2007. Check boxes can be either blank,or checked-off with an"x"shown in the box. To toggle between cases,click the box with your mouse. Radio buttons (circles)are either filled or unfilled. Only one in a set may be filled. Drop-down lists have an arrow at the right side of the space. Click the arrow with your mouse and select the appropriate option. One of the options is a blank. When a form has a space for notes or explanation,click anywhere in the space to edit. Your cursor will become a text editing insertion bar and you can edit as with a word processor. Personal- You can personalize the forms with your company name,address,phone,or any other information. This is done by editing the looter using File Page Setup Header/Footer. You can then save the file under a new,template name iziIlg and re-use it again. Adding Many tables,such as for listing equipment types,have a certain number of lines for entering data. There may not always be enough lines for all the entries you need to make. With this electronic version,you can add additional Lines and lines to the table. Removing To add additional lines where this feature Is available,click on the"+"button with your mouse. This button is located to the right of the sheet. If you can't see it,scroll right(or change the View Zoom setting to 83%). To remove lines that you have added,click on the%"button with your mouse. You cannot remove lines that were not added;an error appears if you try. If you add additional lines with this method,the pagination will usually be affected. The forms will be forced to carry additional lines over to other pages. Be sure to submit all pages to the plans examiner. Printing The forms should print on any printer supported by Windows. You will need to have the following TrueType fonts Installed under Windows: Arial,Times New Roman,Courrier New and Wingdings. These are all standard Windows fonts. If you are losing form or flowchart details when printing,you may have a shortage of printer memory. Try printing problem pages Individually. By default,only selected forms are printed.,To select one or more forms,hold down the Ctri key and click the tabs of the worksheets you need.Issue the File Print Selected Sheets command.To print the entire set,use File Print Entire Workbook. Clean It is possible to print clean, blank versions of these forms for hand filling. To do so,delete all of the heading Information at the beginning of PRJ-SUM,and make sure that all fillable cells in the forms are empty.Then print the Forms dean forms. For each radio button group,there is a button labeled"Clear". Clicking this button will clear the other buttons so that they will print as empty circles. The"Clear"button will not print. Partial There are three companion templates to this file: ENV04-1.XLS(climate zone 1 envelope requirements);ENV04- Form Sets 2.XLS(climate zone 2 envelope requirements);MECH04.XLS(Chapter 14 mechanical systems requirements). 2004 Washington State Nonresidential Energ Code Co fiance Form ! Instructions for ' , • Forms Revised May 2005 Forms in a set may not be deleted,because the file is locked,but you need not print all the forms,as explained in "Printing"above. Re-Calcu As this is a large file,it may respond slowly to changes if it Is set to automatically re-calculate after every action. To set calculation to manual,visit the'Tools-Options-Calculation"menu item. Then manually recalculate using the lation F9 key. 2004 Washington State Nonresidential Energy Code Compliance Form 2004 Washin ton State Nonresidential Enegy Code Compliance Form Project Summary PRJ-SUM 2004 Washington Stale Nonresidential Energy Code Compliance Forms Revised May 2005 Project Info Project Address 1 - Always Pill out this line on PRJ-SUM Date 07/05/2005 2 - Fill out this line on PRJ-SUM For Building Department Use 3 - Fill out this line on PRJ-SUM Applicant Name: 4 - Fill out this line on PRJ-SUM Applicant Address: 5 - Fill out this line on PRJ-SUM AppiicantPhone: 6 - Fill out this line on PRJ-SUM 2004 Washington State Nonresidential Energy Code Compliance Form Lighting SLImmary LTG-SUM 2004 Washington state Nonresidential Energy Code Compllance Forms ( Revised May 2005 Project Info 'ProjectAddreas 1=1_2,kr7 "'AVE , N. L. Date 07/05/2005 For Building Department Use Applicant Name: W E S LT y RLMFJ Applicant Address: -7 (-7 2S2 Applicant Phone: g 0 —,6S� —s _S Project Description NeW Building ❑ Addition ❑ Alteration ❑Plans Included Refer to WSEC Section 1513 for controls and commissioning requirements. Prescriptive Lighting Power Allowance Q Systems Analysis Compliance Option (See Qualification Checklist(over).Indicate Prescriptive&LPA spaces clearly on plans.) Alteration Exceptions ❑ No changes are being made to the lighting (check appropriate box-sec. 1132.3) ❑ Less than 60%of the fixtures new,installed wattage not increased,&space use not changed. Maximum Allowed Lighting Wattage Interior Location Allowed (floor/room no.) Occupancy_Description Watts perft2** Area in ft2 Allowed x Area A-4atnl .OFFIC-C o -Ars.A — 8*Thf M.QM I .2 65-b "I" Mae RU:�PA+r F G.A-,RArBX: 1•S 4+ 5".0 65-%�' From Table 15-1 (over)-document all exceptions on form LTGLPA Total Allowed Watts -71 ip 57 Notco: 1.Use manufacturer's listed maximum input wattage. For hard-wired ballasts only, the default table in the NREC Technical Reference Manual may also be used 2.Include exit lights unless less than 5 watts per fixture. Proposed Lighting Wattage (Interior) 3.List all fixtures.For exempt lighting,not exception and leave Watts/Fixture blank. Location Number of Watts/ Watts (floor/room no.) Fixture Description Fixtures Fixture Proposed AAAr-rN F. 07-l! - /C 2 LAMPS 1 072 V-V .51rV M .tN LPS 4p C.-Ow P2tt:S, Q&L_ 30 1I-T W 37SV S`J D r u fv� Total Proposed Watts may not exceed Total Allowed Watts for Interior Total Proposed Watts '3 Maximum Allowed Lighting Wattage (Exterior) OR u S P k-Piciz I,P r/ VI- o Tl o N Allowed Watts Area in fe Allowed Watts Location Description per ft2 or per If (or If for perimeter) x ft2(or x If) Covered Parking 2 (standard paint) 0.2 W/ft Covered Parking 0.3 W/ft2 (reflective paint) Open Parking 0.2 W/ft2 Outdoor Areas 0.2 W/ft2 Bldg.(by facade)' 0.25 W/ft2 Bldg.(by perim)' 10 0Z W Art.1_5 7.5 W/If 2Co 1$D P 1.Choose either the facade area or the perimeter method,but not both) Total Allowed Watts I 51>0 Use mtgr listed maximum input wattage.I-or fixtures with hard- Proposed Lighting Wattage (Exterior) the default table in the NREC Technical Reference Manual may also be used. Number of Watts/ Watts Location Fixture Description Fixtures Fixture Proposed GxT- WA44 I-PSci O rraw AMr-Ercr A I?- I� 12S' IiV CZ IM ,Sbb r44M Total Proposed Watts may riot exceed Total Allowed Watts for Exterior Total Proposed Watts (2 .a' 2004 Washin ton State Nonresidential Energy Code Compliance Form Lighting (back) LTG-SUM- 2004 Washington State Nonresidential Energy Code ComMiance Forms Revised May 2005 Prescriptive Spaces Occupancy: O Warehouses,storage areas or aircraft storage hangers Other Qualification Checklist Lighting Check if all fixtures are ballasted and at least 95%*of fixtures are either: Note:If occupancy type Is"Other"and fixture Fixtures: answer is checked,the number of fixtures In (Section 1.Fluorescent fixtures which a)are non-lensed.b)have 1 or 2 two lamps c)have the space is not limited by Code. Clearly 1521) 5-60 watt T-1,T-2,T-4,T-5;T-6,T-8 lamps. d)have hard-wired electronic Indicate these spaces on plans. If not dimming ballasts. Screw-in compact fluorescent fixtures do not qualify. qualified,do LPA Calculations. 2.Metal Halide with a)reflector b)ceramic MH lamps<=150w c)electronic ballasts *-Exit and LED lights can be excluded from count if<5 watts/fixture: TABLE 15-1 Unit Lighting Power Allowance LPA Use LPA` /s Use LPA` !s Painting,welding,carpentry,machine shops 2.3 Office buildings,office/administrative areas in 1.0 facilities of other use types(including but not limited to schools hospitals,institutions,museums,banks, churches) 11 Barber shops,beauty shops 2.0 Police and fire stations* 1.0 Hotel banquet/conference/exhibition hall"" 2.0 Atria(atriums) 1.0 Laboratories 1.8 Assembly spaces ,auditoriums,gymnasia",heaters 1.0 Aircraft repair hangars 1.5 Group R-1 common areas 1.0 Cafeterias,fast food establishments' 1.5 Process plants 1.0 Factories,workshops,handling areas 1.5 Restaurants/bars' 1.0 Gas stations,auto repair shops" 1.5 Locker and/or shower facilities 0.8 Institutions 1.5 Warehouses",storage areas 0.5 Libraries" 1.5 Aircraft storage hangars 0.4 Nursing homes and hotel/motel guest rooms 1.5 Retail",retail banking 1.5 Wholesale stores(pallet rack shelving) 1.5 Parking garages see exterior lighting) Section 1532 Mall concourses 1.4 Schools buildings(Group E occupancy only), 1.35 Plans Submitted for Common Areas Only' school classrooms,day care centers Laundries 1.2 Main floor building lobbies (except mall concourses) 1.2 Medical Offices,Clinics" 1.2 Common areas,corridors,toilet facilities and 0.8 washrooms,elevator lobbies - Footnotes for Table 15-1 1) In cases in which a general use and a specific use are listed,the specific use shall apply.In cases in which a use Is not mentioned specifically,the Unit Power Allowance shall be determined by the building official.This determination shall be _ based upon the most comparable use specified in the table.See Section 1512 for exempt areas. 2) The watts per square foot may be increased,by two percent per foot of ceiling height above twenty feet,unless specifically directed otherwise by subsequent footnotes. 3) Watts per square foot of room may be increased by two percent per foot of ceiling height above twelve feet. 4) For all other spaces,such as seating and common areas,use the Unit Light Power Allowance for assembly. 5) Watts.per square foot of room may be increased by two percent per foot of ceiling height above nine feet. 6) See Section 1532 for exterior lighting. 7) For conference rooms and offices less than 150fe with full height partitions,a Unit Lighting Power Allowance of 1.20 w/fe may be used. 8) For the fire engine room,the Unit Lighting Power Allowance is 1.0 watts per square foot. 9) For indoor sport tournament courts with adjacent spectator seating,the Unit Lighting Power Allowance for the court area is 2.6 watts per square foot. 10) Display window Illumination installed within 2 feet of the window,provided that the display window is separated from the retail space by walls or at least three-quarter-height partitions(transparent or opaque).and lighting for.free-standing display where the lighting moves with the display are exempt. An additional 1.5 w/ft'of merchandise display luminaires are exempt provided that they comply with all three of the following: a) located on ceiling-mounted track or directly on or recessed into the ceiling itself(not on the wall). b) adjustable in both the horizontal and vertical axes(vertical axis only is acceptable for fluorescent and other fixtures with two points of track attachment). c) fitted with LED,tungsten halogen,fluorescent,or high intensity discharge lamps. This additional lighting power Is allowed only if the lighting Is actually installed. 11) Provided that a floor plan,indicating rack location and height,is submitted,the square footage for a warehouse may be defined,for computing the interior Unit Lighting Power Allowance,as the floor area not covered by racks plus the vertical face area(access side only)of the racks.The height allowance defined in footnote 2 applies only to the floor area not covered by racks. 12) Medical and clinical offices include those facilities which,although not providing overnight patient care,do provide medical, dental,or psychological examination and treatment. These spaces include,but are not limited to,laboratories and treatment centers. 2004 Waohington Stato Nonresidentlal Enorgy Code Compliance Form Lighting Power AllowanceLTG-LPA 2oo4 Washington state Nonresidential Energy code Compliance Forms Revised May 2006 Project Address 1 - l►lweys fill out this line on PRJ-BOM Date 07/05/2005 Use this form If you are claiming'any calling height adjustments for your Lighting Power Allowances for Interior lighting. The Occupancy Description should agree with the"Use"listed on Code Table 15-1. Identify the appropriate Ceiling Height Limit(9 feet, 12 feet or 20 feet)on which the adjustment Is based. The Adjusted LPA Is calculated from this number and from the Allowed Watts Cper ft2. Carry the Adjusted LPA to the corresponding"Allowed Watts per a location on LTG-SUM. I Adjusted Li hfing Power Allowances (Interior) Location Allowed Ceiling Height Ceiling Height limit Adjusted LPA (floor/room no.) Occupancy Description Watts per ft2** for this room for this exception** Watts per ft2 " From Table 15-1 based on exceptions listed in footnotes 2004 Washin ton State Nonresidential Ene Code Com Ilance Form Lighting Permit Plans 2004 Washington State Nonresidential Energy Code Co"flance Foams Revised May 2005 Project Address 1 - Always fill out this line on FRJ-aver Date 07/05/2005 The following information Is necessary to check a Ilghting permit application for compliance with the lighting requirements In the 2004 Washington State Nonresidential Energy Code. Applicability Code Location Building Department (yes,no,n.a.) Section [Component Information Required on Plans Notes LIGHTING CONTROLS(Section 1513) 15.13.1 Local control/access Schedule with type,Indicate locations 1513.2 Area controls Maximum limit per switch 1513.3 Daylight zone control Schedule with type and features,indicate locations vertical glazing Indicate vertical glazing on plans overhead glazing Indicate overhead glazing on plans 1513.4 Display/exhib/speclal Indicate separate controls 1513.5 Exterior shut-off Schedule with type and features,indicate location (a)timer w/backup Indicate location (b)photocell. Indicate location 1513.6 Inter.auto shut-off Indicate location 1513.6.1 (a) occup.sensors Schedule with type and locations 1513.6.2 (b) auto,switches Schedule with type and features(back-up,override capabillty) Indicate size of zone on plans 1513.7 Commissioning Indicate requirements for lighting controls commissioning Lighting Sum.Form Completed and attached. Schedule with fixture types, lamps,ballasts,watts per fixture 1437 Elec motor efficiency MECH-MOT or Equipment Schedule with hp,rpm,efficiency If"no" is circled for any question, provide explanation: 2004 Washington State Nonresidential EneLqy Code Com liance Form • . Lighting Permit 2004 Washington State Nonrestdentlal Enefgy Code Compttance Forms Revised May 2005 Lighting - General Requirements 1513.6 Automatic Shut-Off Controls,Interior:Buildings 7 513 Lighting Controls. Lighting,including exempt lighting greater than 5,000 sq.ft.and all school classrooms shall be In Section 1512, shall comply with.this section.-Where equipped with separate automatic controls shut off the lighting during unoccupied hours.Within these e buildings,all occupancy sensors are cited,they shall have the features listed In Section 1513.6.1.Where automatic time switches are office areas less than 300 enclosed by walls or coiling- cited,they shall have the features listed in Section 1513.6.2. height partitions,and all meeting and conference rooms,and all school classrooms,shall be equipped with occupancy 1513.1 Local Control and Accessibility: Each space, sensors that comply Section 1513.8.1. For other spaces, enclosed by walls or telling-height partitions, shall be provided automatic controls may be an occupancy sensor,time switch, with lighting controls located within that space.The lighting or other device capable of automatically shutting off lighting. controls,whether one or more,shall be capable of turning off EXCEPTIONS: all lights within the space.The controls shall be readily 1. Areas that must be continuously illuminated(e.g., accessible, at the point of entry/exit,to personnel occupying or 24-hour convenience stores), or Illuminated in a using the space. manner requiring manual operation of the EXCEPTIONS:The following lighting Controls may be lighting. centralized in remote locations: 2. Emergency lighting systems. 1. Lighting controls for spaces which must be used 3. Switching for Industrial or manufacturing process as a whole. facilities as may be required for production. 2. Automatic controls. 4. Hospitals and laboratory spacers. 3. Controls requiring trained operators. 4. Controls for safety hazards and security. 5. Areas in which medical or dental tasks are 1513.2 Area Controls:The maximum lighting power that may ertorrned are exempt from the occupancys be controlled from a single switch or automatic control shall not sensor requirement. exceed that which Is provided by a twenty ampere circuit 1513.6.1 Occupancy Sensors:Occupancy sensors shall be loaded to not more than eighty percent.A master control may capable of automatically turning off all the lights in an area,no be installed provided the Individual switches retain their more than 30 minutes after the area has been vacated. Light capability to function Independently:Circuit breakers may not fixtures controlled by occupancy sensors shall have a wall- be used as the sole means of switching. mounted, manual switch capable of turning off lights when the EXCEPTIONS: space is occupied. 1. Industrial or manufacturing process areas,as 1513.6.2 Automatic Time Switches:Automatic time switches may be required for production. shall have a minimum 7 day clock and be capable of being set 2. Areas less than five percent of footprint for for 7 different day types per week and Incorporate an footprints over 100,000 square feet. automatic,holiday"shut-off'feature,which turns off all loads for 1513.3 Daylight Zone Control:All daylighted zones,as at least 24 hours and then resumes normally scheduled defined in Chapter 2,both under overhead glazing and operations.Automatic time switches shall also have program back-up capabilities,which prevent the loss of program and adjacent to vertical glazing,shall overhead provided with individual controls,or daylight-or occupant-sensing automatic controls, time settings for at least 10 hours,if power is Interrupted. which control the lights independent of general area lighting. Automatic time switches shall Incorporate an over-ride Contiguous daylight zones adjacent to vertical glazing are switching device which: allowed to be controlled by a single controlling device provided a) is readily accessible; that they do not include zones facing more than two adjacent b) is located so that a person using the device can see the cardinal orientations(i.e.north, east,south,west). Daylight lights or the areas controlled by the switch,or so that the zones under overhead glazing more than 15 feet from the area being illuminated Is annunciated;and perimeter shall be controlled separately from daylight zones c) is manually operated; adjacent to vertical glazing. d) allows the lighting to remain on for no more than two hours EXCEPTION: when an over-ride is initiated;and walls or ceiling e) controls an area not exceeding 5,000 square feet or 5 Daylight spaces enclosed by w light percent of footprint for footprints over 100,000 square feet, height partitions and containing 2 or ally fixtures are not required to have a separate switch for whichever is greater. general area lighting. 1513.7 Commissioning Requirements:For lighting controls Specialty Lighting which include daylight or occupant sensing automatic controls, 1513.4 Display, Exhibition,and Controls:All display, exhibition, specialty lighting shall be automatic shut-off controls; occupancy sensors,or automatic controlled independently of general area lighting. time switches,the lighting controls shall be tested to ensure that control devices,components,equipment and systems are 1513.5 Automatic Shut-Off Controls, Exterior:Exterior calibrated,adjusted and operate in accordance with approved lighting not Intended for 24-hour continuous use shall be plans and specifications. Sequences of operation shall be automatically switched by timer,photocell,or a combination of functionally tested to ensure they operate in accordance with timer and photocell.Automatic time switches must also have approved plans and specifications.A complete report of test program back-up capabilities,which prevent the loss of procedures and results shall be prepared and filed with the program and time settings for at least 10 hours, if power is owner. Drawing notes shall require commissioning In interrupted. accordance with this paragraph. AFTER RECORDING, RETURN TO CITY OF ARLINGTON PLANNING DIVISION 238 N. OLYMPIC AVENUE ARLINGTON, WA 98223 CITY FILE NO. Z-04-052 G11 Y City of Arlington Development Services Zoning Permit o NG,� March 29, 2005 Wes Ruth Auto/RV Repair Center Z-04-052 A. PROJECT DESCRIPTION AND REQUEST This is a request for a zoning permit for the development of an approximately 10,000 square foot manufacturing and auto repair building on the west side of 671h Avenue NE, north of its intersection with 172"d Street NE/SR 531. The applicant proposes stormwater detention facilities, parking, and landscaping in accordance with City of Arlington standards. The property is served with water and sewer from the City of Arlington. The site is approximately 1.12 acres and is zoned General Industrial. B. GENERAL INFORMATION 1. Applicant/Owner: Wesley Ruth, 3717 252"d Street NE, Arlington, WA 98223. 2. Contact Person: Scott Stewart, Peak Engineering, Inc., 1720 Grove Street, Marysville, WA 98270. 3. General Location: The site is located on the west side of 67th Avenue NE, north of its intersection with 172nd Street NE/SR 531, in Section 22, Township 31 N, Range 05 E, WM (Tax ID No: 310522-004-004-00 & 310522-004-023-00). 4. Address of Property: 17722 67th Avenue NE. 5. Description of Proposal: Development of a 10,080 square foot industrial building. \\Engineering\Planning User Documents\ypage\Wes Ruth Auto RV Repair Center Z-04-052\Wes Ruth Permit doc ylp: 3/29/2005 Page 1 of 9 Zoning Permit March 29, 2005 Wes Ruth Auto/RV Repair Center Z-04-052 6. Acreage: Approximately 1.12 acres, or 48,711 square feet. 7. Comprehensive Plan Land Use Designations, Zoning Designation and Existing Land Uses of the Site and Surrounding Area: AREA LAND USE DESIGNATION ZONING EXISTING USE Project Site Industrial General Industrial Single Family Residence TBR North of Site Industrial General Industrial Commercial South of Site Industrial General Industrial Single Family Residence East of Site Medium Density Residential R-LMD Gleneagle Single Family Residential Contract Rezone West of Site Industrial I General Industrial I Vacant 9. Public Utilities and Services Provided by: Water: City of Arlington Gas: Cascade Natural Gas Sewer: City of Arlington Cable TV: Comcast Garbage- Waste Management Northwest Police: City of Arlington Storm Water: On-site Fire: City of Arlington FTelephone: Verizon School: Arlin ton School District Electricity:_ Snohomish County PUD #1 Hospital: Cascade Valley Hospital 10. Public Notification: No notification is required for zoning permits. C. ENVIRONMENTAL REVIEW An MDNS was issued on September 29, 2004, with a 14-day comment period; comments were received from Snohomish County and WSDOT regarding traffic and Stillaguamish Tribe regarding cultural resources in the area. Mitigation measures from the MDNS are included as conditions to this project (see Section G, CONDITIONS). D. BACKGROUND The subject zoning permit application was received by the City of Arlington on September 1, 2004, and the application was deemed complete on September 9, 2004. Additional/revised information was requested on October 22, 2004, and received on February 3, 2005. Additional/revised design review information was requested by the Design Review Board on November 2, 2004, and received on November 5, 2004. E. FINDINGS OF FACT 1. A lication Process: The zoning permit application was received by the,City of Arlington on September 1, 2004. The application was deemed complete on \\Engineering\Planning User Documents\ypage\Wes Ruth Auto RV Repair Center Z-04-052\Wes Ruth Permit doc Yip; 3/29/2005 Page 2 of 9 �� G I Zoning Permit March 29, 2005 Wes Ruth Auto/RV Repair Center Z-04-052 September 9, 2004. Per AMC §20.16.100, a zoning permit is issued by the Planning l\tanager after an administrative review process. 2. Comprehensive Plan, Zoning, and Permissible Uses: The City of Arlington Comprehensive Plan identifies this area as Industrial, and the subject property is zoned General Industrial AMC §20.36.100 (zoning map). Per AMC Table 20.40- 2, the proposed uses (Use 4.100, manufacturing, and Use 9.142, auto repair and body work) are permitted uses. 3_ Density and Dimensional Standards: Per AMC Table 20.48-4, Density and Dimension-1 Standards, the proposed development complies with the following standards for the General Industrial: minimum lot size (10,000 square feet), width (70 feet), street setback (25), and lot boundary setbacks (5 feet) and with maximum huilding height (50 feet) and lot coverage (100 percent). 4. Non-resicir:ntial Performance Standards: Per AMC Chapter 20.44 Part III, the proposed development must comply with the performance/operation standards for noise. vibration, odors, smoke and air pollution, disposal of liquid and hazardoti� wastes, water consumption, electrical disturbance or interference, lighting, ,:id site and building maintenance. Per AMC §20.60.490, every develop)in(-nt is required to provide a dumpster; the site plan shows 2 dumpsters on the sit; which meets this requirement. 5. Design: Per AMC §20.46.010, developments in the General Industrial zone shall conform to the applicable guidelines or standards set forth in the Design Guidelines On October 5, 2004 and December 7, 2004, the Design Review Board reviewed the design of this development. The Design Review Board determinec' that the project meets the required design review guidelines, with the following conditions, pursuant to the Land Use Code and Design Review Decision crated December 10, 2004. The changes are required prior to approval of the sikF r.ivil drawings a. --he applicant shall revise the street side look by moving the proposed band of color higher and placing vertical wood bands to break up the uniformity of the wall. b. Thr: applicant shall revise the street landscaping to consist of a 50% deciduous/50% evergreen mix of trees. C. The applicant shall revise the plans to provide pedestrian access to the building from the street along the driveway accesses, consisting of a walkway at the south parking area, and on the north parking area by providing an additional pedestrian access, probably with stairs required to go down into that parking. area. 6. Off-street Parking: Per AMC Table 20.72-6, the required parking for the proposed uses is as follows: Use 4.100, manufacturing, 1 space per 400 square feet of gross floor area (GFA), which is 5,000 square feet, for 13 spaces; and Use \\Engineering\Planning User DOCLiments\ypage\Wes Ruth Auto RV Repair Center Z-04-052\Wes Ruth Permit.doc ylp; 3/29/2005 Page 3 of 9 _ F I I I Zoning Permit March 29, 2005 Wes Ruth Auto/RV Repair Center Z-04-052 9.142, auto repair and body work, 1 space per 200 square feet of GFA, which is 5,000 square feet, for 25 spaces; for a total of 38 spaces. Per AMC §20.72.100, 1 loading space is required for the manufacturing portion at 1 space per 1,000- 19,999 sc;Llare feet. The proposed site plan shows 38 parking spaces, 2 of which are handicap accessible, plus 5 inside the auto repair portion, for a total of 43 spaces, plus 1 loading space in front of the manufacturing portion, which meets the miniimmi requirements. 7. Screeninn and Trees: Per AMC Table 20.76-9, no screening is required between the various industrial uses, but the required screening for the adjacent streets is Type C, which requires a minimum of 10 feet of Intermittent Screen along all street frontages. Per AMC §20.76.130, a minimum of 20 percent of the vehicle accommodi tion area must be shaded. (NOTE: Screen types are described in AMC 520.'76.040,- and suggested planting patterns to achieve the required standards are included in the Public Works Construction Standards and Specificp:tir.,ns.) The landscape plan reflects sufficient frontage landscaping, however. ,w�,o additional trees shall be planted on the north side of the parking lot in between the three proposed trees in the parking area, and dumpster landscaping to meet the general landscape requirements specified in AMC Chapter 20.76. The final site plan shall comply with the requirements of AMC Chapter 20.76. Plant material must be guaranteed for one year, with any replacements guaranteed for one year also. 8. Streets and Sidewalks: The proposed development is located on the west side of 67u' Avenue NE, north of its intersection with 172Id Street NE/SR 531. It is anticipate`! that this project will add 86 average daily trips, which includes 17 p.m.-peni -hour trips, to the street system as well as pedestrian and bicycle trips. The site will be accessed from 671h Avenue NE. a. Frontage Improvements - To mitigate safety impacts and provide both vehicular and pedestrian access to the project, AMC §20.56.170 provides th<t no permit may be issued for a project unless and until all roads on which the project fronts are developed to their full '/2-street standards. The ANiC provides for various ways for this to happen. The applicant is proposing frontage improvements on 67th Avenue NE, which must be done in accordance with the Public Works construction standards for an Arterial street. Improvements satisfying these requirements shall be shown on the site civil construction drawings. b. Impact Fees — To mitigate impacts to the City's overall transportation system, AMC §20.90.040 requires the developer to pay transportation impact fees for each new p.m.-peak-hour trip (17 p.m.-peak-hour trips). The fee shall be that fee in effect at the time of payment. (NOTE: The current transportation impact fee is $1,038.00 for each p.m.-peak-hour trip, but this may change.) City transportation impact fees shall be paid prior to issuance of any building permits. \\Engineering\Planning User Docimments\ypage\Wes Ruth Auto RV Repair Center Z-04-052\Wes Ruth Permit.doc yjp, 3/29/2005 Page 4 of 9 Zoning Permit March 29, 2005 Wes Ruth Auto/RV Repair Center Z-04-052 C. State and County Facilities — Pursuant to the SEPA MDNS, transportation mitigation fees shall be paid to WSDOT, and pursuant to the City's Reciprocal Traffic Mitigation Interlocal Agreement, transportation miligation fees shall be paid to Snohomish County for this project's proportionate share of average daily trips and their impacts to state and cot inty transportation facilities. The developer shall submit proof of payment of the required fees prior to issuance of any building permits 9. Stormwatet Management: Per AMC §20.64.300, all stormwater systems shall be in compliance with AMC Chapter 13.28, Stormwater Management, and the most current edition of the Department of Ecology's Stormwater Management Manual for the Pu(-let Sound Basin (The Technical Manual). A preliminary review of the system indicates that they have a conceptually feasible plan. A detailed drainage review will occur during the site civil construction review process. 10. Environme-itally Critical Areas: Per AMC Chapter 20.88, there is a non-fish- bearing sti:�am near the west property line, although it is fish-bearing further to the west. ;Jthough the building should not create an impact, the applicant should be aware -)f this and, if they have materials with the potential to do harm to down stre,i-.i inhabitants, those should also be included in a "spill response plan" for the sits. 11. Potential C.:Llltural Resources: The Stillaguamish Tribe has expressed concern about pot-�ntial cultural resources in the area where the proposed project will occur. If any archaeological materials are discovered on the site, the State Historica! Preservation Officer, the Stillaguamish Tribe, and the City of Arlington shall be contacted and measures taken to preserve the materials and the site. 12. Airport Management: The area in which the development is being proposed is within the Airport's Traffic Pattern Zone. Therefore, the applicant needs to be aware that aircraft will be flying over the area frequently. The Arlington Municipal Airport r-:ctiires that an Avigation Easement be provided and that street lamps or light pole— located on the property be down-shielded as to avoid interfering with flight oper;�hrms. 13. Water anc� Sanitary Sewer: Adequate water and sewer service is available to the site fron-1 l:�e City of Arlington; utility services, fire hydrants and fire protection are required and will be reviewed when site civil construction drawings are submitted. All existing, and planned utilities shall be shown on the site civil construction drawings. All utilities shall be operational prior to building occupancy. (NOTE: The Fire De-partment will require "No Parking" signage along the west side of the building b cause the fire lane narrows down to 15 feet.) \\Engineering\P Ian ning User Documents\ypage\Wes Ruth Auto RV Repair Center Z-04-052\Wes Ruth Permit.doc yjp; 3/29/2005 Page 5 of 9 i(I :v '11 I 1 Zoning Permit March 29, 2005 We Ruth Auto/RV Repair Center Z-04-052 F. CONCLUSIONS 1. The City of Arlington Comprehensive Plan identifies this area as being Industrial, and the subject property is zoned General Industrial per AMC §20.36.100 (zoning map). Per AMC Table 20.40-2, the proposed uses (Use 4.100, manufacturing, and Use 9.142, auto repair and body work) are permitted uses. Therefore, the proposed development as noted and conditioned is consistent with policies governing those types of uses and is allowed in that zone. 2. The requested zoning permit, as conditioned, is consistent with all AMC requirements, permit processing procedures, and all other applicable codes. 3. The zoning permit should be approved subject to conditions noted below. G. CONDITIONS The applicant shall meet the following required conditions in order to receive approval for the zoning permit. 1. All develolment shall be in substantial conformance with the approved site plan received January 22, 2005 and landscape plan received February 3, 2005, and Design Review Decision issued on December 10, 2004, subject to any conditions or modifications that may be required as part of the zoning permit and site civil construction plan review. 2. Prior to issuance of a hi iilding permit, the applicant shall file a drainage plan and site civil construction flans, which meet the following conditions, in conjunction with a building permit application. The final site plan shall comply with all requirements of the Land Use Code, International Building Code, International Fire Code. and Public Works Construction Standards and Specifications. 3. The developer shall meet all local, state, or federal code requirements. Attached is a list of code requ. ;-ements that are specifically called to the developer's attention. It is in no way intended to be a complete list of code requirements but a general checklist of m-ijor steps and issues. Please refer to the AMC for a complete list of code requirernents for your particular project type. 4. Prior to approval of the site civil drawings, the applicant shall revise the site plan and landscape plan to show pedestrian access to the building from the street along the each driveway access into that parking area and to show a 50% deciduous/50% evergreen mix of trees along the street. (NOTE: The developer has satisfied this condition.) 5. Prior to approval of the site civil drawings, the applicant shall plant two additional trees on the north side of the parking lot in between the three proposed trees. \\Engineering\Planning User Documents\ypage\Wes Ruth Auto RV Repair Center Z-04-052\Wes Ruth Permit.doc yjp;3/29/2005 Page 6 of 9 ,�; I Zoning Permit March 29, 2005 Wes Ruth Auto/RV Repair Center Z-04-052 6. The developer shall install frontage improvements along 67th Avenue NE per Public Works construction standards and specifications for an Arterial street. Improvements satisfying these requirements shall be shown on the site civil construction drawings. 7. Prior to issuance of a building permit, the developer shall revise the street side look of the building by moving the proposed band of color higher and placing vertical wood bands to break up the uniformity of the wall. 8. Prior to issuance of a building permit, the developer shall submit payment of the following estimated City of Arlington impact fees (based on 5,000 square foot manufacturing and 5,000 square foot auto repair and body work): Traffic at $1,038.00 per p.m.-peak-hour trip, which is 17, or $17,646.00. (NOTE: Actual impact fees due are those as set by resolution at the time the fees are paid. These amounts are provided here as an estimate. They may either increase or decrease by the time they are paid.) 9. Prior to issuance of a building permit, the developer shall pay transportation impact fees to WSDOT and Snohomish County for this project's proportionate share of average daily trips, and the developer shall submit to the City of Arlington proof of payment of the required fees. 10. If any archaeological materials are discovered on the site, the developer shall contact the State Historical Preservation Officer, the Stillaguamish Tribe, and the City of Arlington and take measures to preserve the materials and the site. 11. Prior to issuance of a building permit, the developer shall dedicate to the City of Arlington an avigation easement that reads: "An Avigation Easement over the property starting at 287 feet Mean Sea Level (MSL) and extending upward is hereby dedicated to Arlington Municipal Airport whereby no objects will be constructed that will penetrate that surface (based on Federal Aviation Regulations (FAR) Part 77)." The recorded avigation easement shall be submitted to the City of Arlington prior to issuance of a building permit. (NOTE: The developer has satisfied this condition.) 12. Prior to issuance of a building permit, the developer shall clear all outstanding Planning Division and Engineering Division permit-processing accounts with the City. 13, Per AMC §20.16:220, this zoning permit shall expire automatically one year of the below date of approval if the use is not commenced or if less than 10.percent of the total construction cost has not been completed. \\Engineering\Planning User Documents\ypage\Wes Ruth Auto RV Repair Center Z-04-052\Wes Ruth Permit.doc yjp; 3/29/2005 Page 7 of 9 Zoning Permit March 29, 2005 Wes Ruth Auto/RV Repair Center Z-04-052 H. APPEALS Per AMC §20.20.010, to appeal this decision, an appeal application must be filed, with all required fees, within 14 days of the date of issuance of this permit. The Hearing Examiner would hear the appeal of the permit and his/her decision would be considered the City's final decision on the underlying governmental action. I. DECISION The zoning permit is hereby APPROVED, subject to the conditions specified in Section G above. J. EXHIBITS 1. Approved site plan received by the City of Arlington on January 21, 2005 (on file at City Hall). 2. Approved landscape plan received by the City of Arlington on February 3, 2005. 3. File Z-04-052 (Wes Ruth Auto/RV Repair Center) (on file at City Hall). ORDERED THIS 29TH DAY OF MARCH 2O05. 4 �Cliff'Stfdng, Planning M ager Responsible Official Distributed to th Follow ng Parties of Record: • Wesley Ruth, 3717 252"d Street NE, Arlington, WA 98223 • Scott Stewart, Peak Engineering, Inc., 1720 Grove Street, Marysville, WA. 98270 • Gregg Eaton, Engineering Technician, Development Services, Engineering Division • Dave Anderson, Building Official, Development Services, Building Division • Kerry Wentz, Plans Examiner, Development Services, Building Division • Karen Latimer, Utilities Manager, Development Services, Utilities Division • Bill Blake, Natural Resources Manager • Dale Carman, Airport Coordinator, Arlington Airport • Sarah Hegge, Recreation Coordinator \\Engineering\Planning User Documents\ypage\Wes Ruth Auto RV Repair Center Z-04-052\Wes Ruth Permit.doc yjp; 3/29/2005 Page 8 of 9 i 1 Zoning Permit March 29, 2005 Wes Ruth--Auto/RV-Repair Center Z-04-052 OWNER CERTIFICATION I certify that I am the owner of record for the subject site and have been issued the above permit dated March 29, 2005, A A, Owner of s ord Date STATE OF WASHINGTON ) ) ss. COUNTY OF SNOHOMISH ) I certify that I know or have satisfactory evidence that LL;e-5 is the person who appeared before me, and said person acknowledge thAt (he/she) posted copies of the attached notice on the date specified and acknowledged it to be (his/her) free and voluntary act for the uses and purposes mentioned in the instrument: IN WITNE, jS.VVHk REOF, I hereunto set my hand and official seal. L. RO& �4� �eyg10NA��101111L 7 f C.) a y lic in and fort State of �01 V J as ing on residing ate �,- •'9 o�•'p`�,� My appointment expires �%44 F OF W \\Engineering\Planning User Documents\ypage\Wes Ruth Auto RV Repair Center Z-04-052\Wes Ruth Permit.doc yjp; 3/29/2005 Page 9 of 9 • � f n CITY OF ARLINGTON CODE REQUIREMENTS NOTE: The following items are not conditions of permit approval but rather certain local, state, or federal code requirements that the developer needs to be aware of. This is in no way intended to be a complete list of code requirements, but is a general checklist of major steps and issues. Please refer to the Arlington Municipal Code for a complete list of code requirements for your particular project type. 1. Code Applicability. This permit is subject to the applicable requirements contained in the Arlington Municipal Code, Land Use Code, and Building Code. It is the responsibility of the developer to ensure compliance with the various provisions contained in these ordinances. 2. Pre-Construction Phase. Prior to commencing any site work, including installing any easement or right-of-way improvements, utility systems, drainage systems, street lights, mailbox structures, emergency facilities, storm water control systems, or any other improvements, the developer shall submit site civil construction improvement plans for review and approval by the Department of Development Services, Engineering Division. Said plans shall be in conformance with applicable code and below listed conditions. a. The developer shall survey and mark all property corners prior to review of any submitted construction plans. b. The developer shall design and install erosion control measures deemed necessary by the City. These measures shall be installed and inspected by the City prior to the issuance of any permits. C. The developer shall undertake no site preparation or other disturbances within environmentally sensitive areas or their required buffers. d. The developer shall submit to the Engineering Division and receive approval of a storm-water run-off and detention plan in conformance with the AMC Chapter 13.28, Stormwater Management, and the Department of Ecology's Stormwater Management Manual for the Puget Sound Basin (The Technical Manual) for both the construction phase and a permanent system. All site drainage must be directed through biofiltration swales prior to discharge into wetlands. e. The developer shall place all new utility lines underground. f. The developer shall provide a temporary rock pad at all points of ingress and egress to the site throughout the construction phase. \\Engineering\Planning User Documents\ypage\Wes Ruth Auto RV Repair Center Z-04-052\Wes Ruth Permit doc Code Requirements;3 pages Zoning Permit March 29, 2005 Wes Ruth Auto/RV Repair Center Z-04-052 g The developer shall show locations of all required streetlights on the construction plans and install them as designed. h. The developer shall obtain a right-of-way permit prior to any work done in a public right-of-way. (NOTE: City departments are exempt from right-of- way permits.) i. The developer shall install all low sodium or similar low intensity illumination lighting and it shall be placed in a way as to not cause glare on an adjoining property or right-of-way. 3. Construction Phase. The following conditions shall apply during construction. a The developer shall follow all applicable noise and other nuisance codes. b The developer shall not track mud and dirt onto public rights-of-way, but if tracked by accident, the developer shall clean it up immediately. c During any site grading or clearing activity, the developer and contractor shall use all available means of controlling air pollution (dust, ash, and smoke). d. The restrictions of the AMC shall apply to any and all grading. 4. Installation of Improvements. Prior to receiving a Certificate of Occupancy, the developer shall: a. Install all rights-of-way and access easement improvements on all proposed streets internal and existing streets adjacent to the project in accordance with the requirements of AMC 20.56 and per Public Works Construction Standards and Specifications. The developer shall coordinate with all adjacent developments the final design of the street improvements and/or include the appropriate transition tapers for the street pavement from the property. b Install a potable water system to serve the project per City of Arlington's Engineering requirements. Water is to be served by the City of Arlington. This system cannot be deferred if a performance bond is secured. Both water and sanitary sewer must be completely installed and approved before either a temporary or permanent Certificate of Occupancy is issued. c. Relocate any existing water facilities and/or install water services/fire hydrants at the expense of the developer. \\Engineering\Planning User Documents\ypage\Wes Ruth Auto RV Repair Center Z-04-052\Wes Ruth Permit.doc Code Requirements;3 pages 1 - I Zoning Permit March 29, 2005 Wes Ruth Auto/RV Repair Center Z-04-052 d. Install a sanitary sewer system per Engineering Division requirements. Sanitary sewer is provided by the City of Arlington. This system cannot be deferred if a performance bond is secured. Both water and sanitary sewer must be completely installed and approved before either a temporary or permanent Certificate of Occupancy is issued. e. Install a permanent storm water control system per AMC Chapter 13.28. f. Prior to issuance of a Certificate of Occupancy, the applicant shall complete all required or voluntary improvements unless otherwise secured by the developer and authorized by the City Engineer. (NOTE: Code requirements for infrastructure improvements are based on conceptual information ' as submitted by the applicant for the land use permit. Additional specific requirements may be required upon review of the engineered construction drawings submitted by the developer. All improvements are subject to review and approval by the Engineering Division. All utilities shall be constructed underground.) 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C Freserlptive � Llghting Power Alkrmnoe Q Systems An"als QmpliattCe Option (Soo QualMoatlon ChockUt(over).Indicate Prescri)ttvo a LPA spaces dearty on plans.) Alteration Exceptions � ❑ No changes are bang made to the lighting (check appropriate box-sec. 1132.3) Less(flap SD%-of the nxtLres new.Installed wattage not Increased,&space use not changed. Maximum Allowed L,ighth g w""gu— ,I Location T Allowed (Aoorlroom na.) Occupancy DesqVdm Watts perft2** +4r+vat In fe Allowed x Area M.4e AI .OF'FI C-C A-0. -- $A TPJ R.-3M i 65- I" MAC R i4 ��r rw A4Vv-G 'rL ••I'mm Table 15-1 (over)-document all exceptions on form LTG-LPA Total Allowed WatLR +7 SD Notas: 1.1 tee manufacturer's Rated maximum Input wattage. For hard-wired be';asts only, table the default In the NREC Technical Reference Manual may also be used 2.Inckxie exit lights unless lees than 1S watts per lbftre. Proposed Lighting Wattage (Interior) 3.List all nxtum.For exempt lighting,not exception and leave WattalFxture blank. Location Number of Watts/ Watts (floor/room no,) Fixture Description Fixtures Fixture Proposed M�f F.4.0 rr(2. ,( 2 LAN P3 '72 .5 VV MAStN L.PS 4" lWow paugswp-r- SAD�r�M Total Proposed Watts may not sxceec Total Allo ass or ntorlor Total Propoaed Watts Maximum AUo'wed Lig!tfin&Wattage (Exterior) Allowed Wad Area in fe' Alloyed Watts Location Dastxiption per fe or per a (or If for perlrnoWr) X fe(or x It) Covered Parkins (standard paint) 0.2 W/ftz Overad Parking - (r+efleadve paint) 0.3 W11t2 #?Eg'SIZ Iw Par" 0.2 WAt2 Outdoor Areas 0.2 WA LUU� Ste'(by facade)' 0.25 WMg %;-OA Rill 9klg. (by Perim)' 'G KTT--A.f Q CL w A-L'r` 5 7.5 WAf 2to — T 1. Chooee elther the facade area or the perlmater melJlod,but not both) Total owed efts S7a,p Use mtgr listed maximum rrtpur wattage, tar tlxturpe wtm hard Proposed Lighting'Wattage (Exterior) the default table In the NREC Technlcal RefOrerm Manuel may Coo be uead. Number cf Waftsl Watt Loostlon Fixture Description FL Ares I;Ixtura Propoeed -i o 1.0 4.0 pftr~gxG 2 Q.. 1Q 12 r W (ILS'V .Tob ruM 'ITQW�Pr*Ns"-WAtts rhey not exceed Total Allowed Watts for Extsrlor Total Proposed Watts {!� 2004 l —,Iklctw Sty Nonmkfen4al ErmEqy Code Ct ,lane Form xa Wmhkvw*#%f nrrwdKer e►ou coo*C M;ft s am la^/t rterM.d Mqr Baas Project Info P,0"t d rose �'7'7 � -- ,�,,.� -r,►r , oats o7JaSJ,zoos *Pt L—r NI STo^J W.'4., For 8ulidhp DepartmOnt Use Applk ant Name: fNrr c—=.r #2 vrs--/ Appk=t Address: m71.7 2s- •N* Applicant Phone: Project Description nNew'Buliding ❑ Addlum ❑ Abration ❑Fans Induded Refer to W$C-C Secdon 1513 for controls and commissioning requiramenta, Compliance Option Pre9aipn►e P Jghft power Allowance p Syaterrre Analyeis (3se Qualtllcadon CheokMet(over).Indcaft Prescriptive&LPA Rpaces dearty on plans.) Alteration Exceptions 0 No ohangas ere being made to the Mhtlty (check appropriate box-sec. 1132.3) Lass than 00%of to fixtures new,instaued wattage not IncrawK&apaca use not.dtanged. Maximum Allowed Lighting Wattage (Interior) Location Allowed (floor/room no.) Ooaupart y Description Watts per ft2 Area in fe Allowed x Area MArrf N 0 F F•It,-E AIL=A -- A"rw 1.2 2 ^t^-I 1-72 ?AS 0 From Table 15-1 (over)-document all exmMons on form LTG-LPA Total Allowed Watts 0 d Notts: 1.use manufactures listed maximum Input wattage. For hard-wined ballasts only, the default table In the NREC Technical ReU m eo Manual may also be void 2.Include writ lights unless 1e6 than 5 watts per fixfixo. Proposed Lighting Wattage (Interior) 3.List all fixtures.For exempt lighting,not axoeptlon and leave VWWFIXture blank. Loaatian ----__ Number of Watts/ Watts (floor/room no.) Fixture DescrlpfJon Fixtures Fbdu a Proposed C? M AFt iDO Ica L-ow pA s v-Zo 1.3 r1~ 07 g 7 S S�DruM Total Proposed'Natty may not exceed Total Allowed Watts for Interior Total Proposed Wars ' Maxiutu't Allowed Lighting-Wattage (Exterior) Allowed Watts Area In to Allowed Watts Location _ Desoriptkm per f or per It (or if for podmeter) x fe(or x if) Covered Parking (standard paint) 0.2 Me Covered Parking (refl"five paint) 0.3 W/ft� t7Pet► Parldng 0.2 W/tta outwor areas 0.2 Wllta Bldg.(by faced@)' 0.26 WtO Blde.(by pertm)' XXTr.L 110A w0A-&LJ 7.5 wAfT aR 1 -1. Choose el"r the facade area or the perimeter method,but not both) Total Allowed Watts im use m#gr bated maximum Input wattage.For tuduree writ►ha , Proposed Lighting Wattage (Exterior) the default We In the NREC Technical Reference Mranuarl may;qlao be used. Number of Waite/ Watts Location RXUM 0er3a1ptlan Mures Fixture Proposed D14 Total Proposed Watts may not exceed Total Allowed Watts for Exterior Total Propoaad Watts ��$" ,M,, '�, t r. � :r. I I 200 lishington State Nonfesidelttlal EmrQv Code InIl2rVIA Form V soot w«"fl+on ftk NWff"WWnarlEjw&coos OIX.Vft 0 Kenn. N Project Imo Pro)actAddroae 1'� 46-7 t?ate evaMW20ca 07/03/2005 For building Departrnent Uae A;�pllcant Name: 'J�" Rcs'r�-I Applicant Addrow �Applloant Phone: Project Description X" w Building © Addition 0 Alteration 0 plans Imiuded Refer to WSEC Sac(fon 1513 fnr contrNs and Commissionlnq requirements, Compliance option PraCrlpd►re 78NghtInq Power Allowance Systems Analysls (Bee QuallAcatlon Checklist(over). Indicate Prescriptive&LPA spaces clearly on plans.) �. Alteration Exceptions ❑ No changes are being made to the lighting —� (shack appropriate box-sec. 1132.3) 0 Lost lhsq 60%,of the fttjMnow,I;iiikd v+ra Mega not kweased,&epaoe use not•ohangea. Maximum Allowed Lighting Wattage Interior Location Allowed (Aoorlmom no.) occupancy D r Area In fe Allowed x Area A•trt�.�.N wh��r.�a�� �.� 2��0 ,� 3op "From Table 1 ti-1 (over)-dncumertt all exceptions on form ll G•LPA Total Allowed�lIItt4 Notes: 1.Use manufacturees Noted maximum input wattage. For hard-wlred ballasts oily, the default tibia In the NREC Technical Reference Manual may also he used 2.IncPJ&exit lights unWa We than 5 watt$per flxlure, Proposed bighting Wastage (Interior) 3.List all fixtures.Fof exempt lighting,not exception and leave WatWFlxture blank. Location (ftoodroom no.) FbPre Descri Number of Watts/ watts FWes Fbdwq FropmW M 44AW F40 -r-r-. t.�.tt's __ S'- �t,a�.tn1 `Ps 4.0 1p z r SIO Sibs)uM Total ropooed Watts may not exceed Total,Allo►ved Watts for Interior Total Proposed Watts Maximum Allowed Lighting tin Wattage (Exterior) [Lmavan Allowed Watb Area In Allowed Watts aescriptlom per Rx ar per If (or if for perlmotor) x fe(or x fn Govsrod Parking (standard paint) 0.2 W/fe C overbd Parldne _-- (reflediva paint) 0,3 we Open ParkkV 0.2 wle OuCdoor Areas 0.2 We Oldg.(by lawday 0 2 w/R= moo•(by Perim)' .?•.T� 4��. WAS 7.5 WAf �l I 1 Choose elthor the f8cade area or tho peOrnoter method,but not both) Total Allonred Watts use mrgr listed maximum input wattage,I-or hxtaxpt+vrgh her Proposed Lighting Wattage (Exterior) the default table In the NREC Technical Reference Manual may also be used Number of Witty waft Location Fbcttlre Description FlxWrw Fbdute Propoeed aka, w �. pro "L-4 5Obt UA4 Total Proposed Watts may not exceed Total Allowed Watts for Fxterlor Total Propered Watts +? 1� , � .:.. � 7 �' .• I • City of Arlington ° Building Department �� 11 ��a �, REQUEST FOR REVIEW FORM NAME: INts "�l BP #: 05- DATE: t4c,105- RETURN THIS FORM BY:T��S PROJECT SUMMARY: 6t-wl N RESPONDING DEPARTMENTS: ❑ TOM C., FIRE ❑ KAREN L., UTILITIES L1 DERYL T., UTILITIES BILL B., NATURAL RESOURCE - _ YVONNE P., PLANNING ❑ GREGG E., ENGINEERING ❑ JIM T., CONSULTANT 0 CHUCK W., CONSULTANT SUBMITTAL INFORMATION IS ATTACHED. Please review the information and return this form and your comments, either on the drawings or in memo form, to the Building Department. If you have no comments, please return the form with the"No Comments" box checked. PLEASE MARK ONE BOX, SIGN, DATE, AND RETURN THIS FORM TO LINDA. �� - � 44-�4j COMMENTS FOR THIS REVIEW ARE -IN-�AOHE MEMO o ❑ NO COMMENTS FOR THIS REVIEW, OKAY TO ISSUE PERMIT J� COMMENTS I I / I VIEWED BYtl DATE _ AS C.) Y f, Community Development Planning Division �lING � MEMO TO: Building Division CC: Gregg Eaton, Engineering Division FROM: Yvonne Page, Senior Planner DATE: May 6, 2005 RE: Wes Ruth (BP#05-6427) The following conditions must be met prior to issuance of the building permit: 1. All development shall be in substantial conformance with the approved land use development site plan received January 22, 2005 and landscape plan received February 3, 2005, and Design Review Decision issued on December 10, 2004, subject to any conditions or modifications that may,be required as part of the site civil drawing review process. 2 The developer shall submit payment of the following estimated City of Arlington impact fees (based on 10,000 square foot manufacturing and auto repair/ body work building): Traffic at $1,038.00 per p.m.-peak-hour trip, which is 17, or$17,646.00. 3 The developer shall pay transportation impact fees to Snohomish'County and WSDOT, and the developer shall submit to the City of Arlington proof of`payment of the required fees. �4. The developer shall revise the street side look of the building by placing a proposed band of color higher and placing vertical wood bands to break up the uniformity of the wall (per the attached December 10, 2004 Design Review Design). 5. The developer shall clear all outstanding Planning Division land•use and Engineering Division permit-processing accounts with the City. (As of this date, there is sufficient balance in the Planning Division account to allow the developer to clear the account.) In addition, all of the conditions of Wes Ruth Auto/RV Repair Center Zoning Permit (File Z-04- 052) shall apply to the development of the property. Yv n Page �. ., , • '' .. � ,. ,. !I 1 J4� City of Arlington Development Services Design Review Decision co December 10, 2004 Wes Ruth Auto/RV Repair Center Z-04-052 A. PROJECT DESCRIPTION AND REQUEST This is a request for design review approval for the development of a 10,080 square foot industrial building on approximately 1.12 acres. The applicant proposes stormwater detention facilities, parking, and landscaping in accordance with City of Arlington standards. The project will be served with water and sewer from the City of Arlington. The property is zoned General Industrial. At the Design Review Board meeting held on October 5, 2004, the Design Review Board determined that the project did not meet all the criteria for approval and recommended that the following revisions be made and the project come back before the board for approval: 1) Address lighting; 2) Address and better define the entry; 3) Address dumpster screening; and 4) Address the street facade of the building. B. GENERAL INFORMATION 1. Applicant/Owner: Wesley Ruth, 3717 252"d Street NE, Arlington, WA 98223. 2 Contact Person: Scott Stewart, Peak Engineering, Inc., 1720 Grove Street, Marysville, WA 98270. 3. General Location: The site is located on the west side of 671h Avenue NE, north of its intersection with 172nd Street NE/SR 531, in Section 22, Township 31 N, Range 05 E, WM (Tax ID No: 310522-004-004-00 & 310522-004-023-00). 4. Address of Property: 17722 67th Avenue NE. 5. Description of Proposal: Development of a 10,080 square foot industrial building. 6. Acreage: Approximately 1.12 acres, or 48,711 square feet. C. BACKGROUND The subject design review/zoning permit application was received by the City of Arlington on September 1, 2004, and the application was deemed complete on September 9, 2004. Revised drawings were received by the City of Arlington on November 19, 2004 and December 7, 2004. Pursuant to AMC §20.46.020, the Design Review Board has jurisdiction over the design review of this project. Wes Ruth DRB decision.doc yjp; 12/10/2004 Page 1 of 3 - - I I Design Review Decision December 10 2004 Wes Ruth Auto/RV Repair Center Z-04-052 D. FINDINGS The following findings are made based on the project description and the guidelines of approval. 1 The design guideline compatibility matrix for each of the sections of the general design guidelines that appear to be applicable to this project has been reviewed per the revised information submitted on November 19, 2004 and December 7, 2004. The Design Review Board determined that the applicant has met the intent of all of the applicable design requirements and guidelines, except the following: a. Desiqn Guideline 2.1.3.1 Pedestrian Environment — Access from Street — Entries from the street should be clearly marked. The applicant has not shown pedestrian access from the street. The applicant needs to provide this prior to approval of the site civil drawings. b. Design Guideline 10.1 Articulation/Modulation — Modulation and articulation in a clear rhythm should be used to reduce the perceived size of large buildings. Examples provided include facade modulation, fenestration patterns, articulating each interval with architectural elements, etc. The applicant needs to do more to reduce the appearance of the wall along 67th Avenue NE prior to approval of the site civil drawings. E. DESIGN REVIEW DECISION At their meeting on October 5, 2004, the Design Review Board reviewed the design of the Wes Ruth Auto/RV Repair Center Zoning Permit (File No. Z-04-052) for consistency with the development design guidelines pursuant to AMC Chapter 20.46. The Design Review Board determined that the project did not meet all the required design review guidelines pursuant to the Land Use Code and Draft Design Review Decision dated September 28, 2004, and recommended corrections be made and the project come back before the board for approval. The four corrections were: 1) Address lighting; 2) Address and better define the entry; 3) Address dumpster screening; and 4) Address the street facade of the building, possibly with use of different siding materials, color changes, more mature trees, etc. At their meeting on December 7, 2004, the Design Review Board reviewed revised drawings for the Wes Ruth Auto/RV Repair Center Zoning Permit (File No. Z-04-052) submitted November 19, 2004 and December 7, 2004, for consistency with the development design guidelines pursuant to AMC Chapter 20.46. The Design Review Board determined that the project meets the required design review guidelines pursuant to the Land Use Code and Revised Draft Design Review Decision dated November 30, 2004, with the following added changes, which are required prior to approval of the site civil drawings: 1. The applicant shall revise the street side look by moving the proposed band of color higher and placing vertical wood bands to break up the uniformity of the wall. 2. The applicant shall revise the street landscaping to consist of a 50% deciduous/50% evergreen mix of trees. 3. The applicant shall revise the plans to provide pedestrian access to the building from the street along the driveway accesses, consisting of a walkway at the south parking area, and on the north parking area by providing an additional Wes Ruth DRB decision.doc yjp; 12/10/2004 Page 2 of 3 Design Review Decision December 10 2004 Wes Ruth Auto/RV Repair Center Z-04-052 pedestrian access, probably with stairs required to go down into that parking area. F. APPEAL This Design Review Decision may be appealed to the City Council within 14 days of issuance per AMC §20.20.010 (Appeals, Variances, Interpretations) and Chapter 36.70C RCW, Judicial Review of Land Use Decisions. G. EXHIBITS 1. Revised Draft Decision dated November 30, 2004 (on file at City Hall). 2. Revised site plan and elevations received by the City of Arlington on November 19, 2004 (on file at City Hall). 3. Revised site/landscape plan received by the City of Arlington on December 7, 2004. 4. File Z-04-052 (Wes Ruth Auto/RV Repair Center) (on file at City Hall). ORDERED THIS 10TH DAY OF DECEMBER 2004 Ison g, Planning Mana r le Official to the Following Parties of Record: • Wesley Ruth, 3717 252"d Street NE, Arlington, WA 98223 • Scott Stewart, Peak Engineering, Inc., 1720 Grove Street, Marysville, WA 98270 Wes Ruth DRB decision.doc yjp; 12/10/2004 Page 3 of 3 J4IN ` Community Development Planning Division 0 MEMO TO: Planning Commission FROM: Yvonne Page, Senior Planner DATE: April 26, 2005 RE: Amendment to Comprehensive Plan to Update Arlington School District Capital Facilities Plan (CPA-05-014) This is a request for an amendment to the Comprehensive Plan to revise the Capital Facilities Element to update the Arlington School District Capital Facilities Plan (CFP). The District's 2004-2009 plan includes an introduction, educational program standards, capital facilities inventory, student enrollment projections, capital facilities needs, capital facility financing plan, and school impact fees. Pursuant to Arlington Municipal Code Chapter 18A.05, School District Eligibility for Impact Fees, this amendment to the Comprehensive Plan will update the impact fee schedule to conform to this latest CFP. Environmental review was conducted by the School District, and a Determination of Nonsignificance (DNS) was issued. The Arlington School Board approved the 2004-2009 CFP on September 13, 2004. The CFP proposes updated school impact fees for the Arlington School District as follows Current Proposed Single-family $2,310 $894 Multi-family (1 bedroom) $2,460 $0 Multi-family (2+ bedroom) $4,037 $1,476 A representative from the School District will be present to answer any questions the Planning Commission may have. Staff recommends approval of the amendment to the Comprehensive Plan to revise the Capital Facilities Element to update the Arlington School District CFP, with a corresponding modification to the impact fee schedule. A cc: Arlington School District, Heidi Berger-Hansen, 315 N French Avenue, Arlington, WA 98223 r� 4�``Y OCCUPANT'S STATEMENT 7 o OF INTENDED USE t,f N G-1 Development Project# Permit# Project Name/Tenant > Site Address / 7 T -- ? /1 .trc� /�,G. Bldg/Unit/Suite IBC Construction Type - %/ - IBC Occupancy Type �- l I Description of Use Building Square Footage / . a '9 Area of onstructioni Will there be any installation, modification or removal of the following? (Check all that apply) Automatic fire extinguishing systems rl rmm�raccari lac cvctPmc ❑ Fire alarm and detection systems ❑ Fire pumps ❑ Flammable and combustible liquids(tanks, piping ect. ) ❑ Hazardous materials ❑ High piled/rack storage ❑ Industrial ovens/furnace ❑ Private fire hydrants ❑ Spraying or dipping operations ❑ Standpipe systems ❑ Temporary membrane structure,tents(>200sq ft)or canopies (>400 sq ft) Provide details on any of the above checked items: e�- � T P- Installation,changes, modifications or removal of any of the above may require additional submittals,information,or permits during the plan review or construction process. � G 4 2-� �E�n v 7-1 C EJVE Printe Na a of Oc ant Agent �,,{� bd. �AoS OA BUILDING DEF- Sign�Jre of Occupant/Agent Date WEB Forms-31 Page 1 of 1 5/05 dwa �� I I G`-VY 04 OCCUPANT'S STATEMENT 7 o OF INTENDED USE LING" Development Project# Permit# Y Project Name/Tenant IAA 0, V 'L ( Site Address Bldg/Unit/Suite �l ►�' IBC Construction Type / IBC Occupancy Type - f Description of Use A 19de e-a z c( cr Building Square Footage Id, OLM, Area of Constructs 4 ,zoo 6. Sg )1;4- T r � Will t re be any installation, modification or removal of the following? (Check all that apply) Automatic fire extinguishing systems ❑ Compressed gas systems ❑ Fire alarm and detection systems ❑ Fire pumps ❑ Flammable and combustible liquids(tanks, piping ect...) ❑ Hazardous materials ❑ High piled/rack storage ❑ Industrial ovens/furnace ❑ Private fire hydrants ❑ Spraying or dipping operations ❑ Standpipe systems ❑ Temporary membrane structure,tents(>200sq ft)or canopies(>400 sq ft) Provide details on any of the above checked items: Installation,changes,modifications or removal of any of the above may require additional submittals,information,or permits during the plan review or construction process. J cC 5 le /l Printed Dame of Occupant/ gent r-COA BUILDING Der Signatu of Occupant/Agent Date WEB Forms-31 Page 1 of 1 5105 dwa 1 I } OCCUPANT'S STATEMENT 7 o OF INTENDED USE CING'C Development Project# Permit# Project Name/Tenant C' c Site Address ! ??,i�2, Bldg/Unit/Suite (/sr IBC Construction Type IBC Occupancy Type �r Description of Use - -, At a— Building Square Footage . r Area of Constructi n _Q n Will t ere be any installation, modification or removal of the following? (Check all that apply) Automatic fire extinguishing systems M f'mmnraccari nac cvctPmc ❑ Fire alarm and detection systems ❑ Fire pumps ❑ Flammable and combustible liquids(tanks, piping ect.. ) ❑ Hazardous materials ❑ High piled/rack storage ❑ Industrial ovens/furnace ❑ Private fire hydrants ❑ Spraying or dipping operations ❑ Standpipe systems ❑ Temporary membrane structure,tents(>200sq ft)or canopies (>400 sq ft) Provide details on any of the above checked items: Installation,changes,modifications or removal of any of the above may require additional submittals, information,or permits during the plan review or construction process. �do- 't, le'l i A RECENED Printe Na a of Oc pant/Agent N0� b 2�05 5�'=Op BUILDING DES Sig re of Occupant/Agent Date WEB Forms-31 Page 1 of 1 5/05 dwa WAMBEKE ENGINEERING 2913 East 61"Court Daniel Wambeke, P. E. Spokane,WA 99211 Telephone: 509-443-6186 • Fax: 509-448-6582 • dwambeke @msn.com S— to '4 Z -1 August 21, 2005 RECEIVE Mr. David W. Anderson, Building Official i'� .l 6 2005 CITY OF ARLINGTON COMMUNITY DEVELOPMENT 238 N. Olympic Avenue COA BUILDING DEF Arlington, WA 98223 SUBJECT: 1 00' X 1 00' X 18' POST FRAME BUILDING FOR WES RUTH, ARLINGTON, WA ALPINE CUSTOM BUILDINGS, INC. JOB NO. 5629 PERMIT#05-6427 Dear Mr. Anderson: This letter will address the structural items included in your correction letter of June 8, 2005 regarding this building. I will address them in the order presented in your correction notice. 1. I have added special inspection requirements to the structural plans for this building. These include a special inspection after wall sheeting has been installed to confirm fastening requirements in the building endwall diaphragms and one structural observation by a registered professional after framing has been completed, but before roofing or siding is applied to the building. 2. 1 have added items required by IBC 1603.1.4 and 1603.1.5 to the plans. 3. The structural design calculations for the diaphragms and seismic check have been changed to the minimum 10 PSF wind load requirement. 4. The diaphragm design calculations reflect the effects of wind loads on the sidewall and roof of the building as they affect the endwall diaphragms. If there are sufficient endwall diaphragms, the sidewall posts may be designed as propped frames rather than as cantilevered columns. In the case of this building, there are sufficient endwall diaphragms, so the sidewall posts are designed as propped frames. In the case of wind loads on the endwalls of the building, please keep in mind that 5/8 of the wind forces on the endwall posts is transferred to the base of the post and thence to the post footings. The other 3/8 of the wind forces on the endwalls are transferred into the roof diaphragm, to be distributed to twenty-four sidewall and center posts for transfer to their post foundations. This is not a frame building, so we do not have to be concerned about the number of feet of qualifying diaphragm exists along the sidewalls. I have prepared comparison calculations for wind loads on the endwall and their distribution to all the posts. 5. According to my calculations for the diaphragm design of the sidewalls, O.S.B. shear panels in two 14' bays are not required. I have not changed any details related to this area. 6. Gypsum wall board has not been acknowledged in any design calculations as lateral force resisting systems. 7. The code does not prescribe continuous footings under shear panels for this post frame building. This is not a conventionally framed building. Lateral forces are transferred through the diaphragm to the base girt and then to the posts at the foundation line. The base girt will be anchored to the concrete floor with cast-in-place anchors. The floor will surround the post and loads will be transferred to the posts. A continuous footing provides no benefit to this building system. Designer of Small Structures, Post Frame Buildings, Foundations, Light Gauge Steel Framing and Grain Storage Systems 8. The base girt will be anchored to the concrete floor with cast-in-place anchors. There will be no load transfer issues with the base girt as a drag strut. These details have been added to the plans in the form of a note for both endwalls and 14' solid covered bays each side of the building. 9. The siding connections specified in Note 7 of Sheet 1 have been changed to be consistent with the diaphragm design calculations. 10. A sheeting connection detail has been added to the plans. Please contact me if you have any additional questions about the new structural design plans or calculations. Sincerely, W`t't'! 1, U�o� WA S f Daniel Wambeke, P. E. DW:dw A �� NOS, �,.,18067 NAL E EXPIRES 12/29/05 i i y j I ♦�Y o G r' City of Arlington Community Development Z 238 N. 01N.mpic Avcnue Arlin'guon, NVA 98223 �lIN G,t OO August 3, 2005 Wes Ruth Auto/RV Repair Center 3717 252n, St NE Arlington, WA 98223 Re: Building Permit#05-6427. Mr. Ruth, Your plans submitted for review are incomplete the following corrections and/or additional requirements are necessary before the permit can be issued. Please provide 8 complete sets of plans and specifications with the re-submittal. UTILITIES 1. The location of the sprinkler room and FDC differ from the site civil drawings. This location must be the same on both sets of plans. PLANNING 1. All development shall be in substantial conformance with the approved land use development site plan received January 22, 2005 and landscape plan received February 3, 2005, and Design Review Decision issued on December 10, 2004, subject to any conditions or modifications that may be required as part of the site civil drawing review process. 2. The developer shall submit payment of the following estimated City of Arlington impact fees (based on 10,000 square foot manufacturing and auto repair/ body work building): Traffic at $1,038.00 per p.m.-peak-hour trip, which is 17, or $17,646.00. 3. The developer shall pay transportation impact fees to Snohomish County and WSDOT, and the developer shall submit to the City of Arlington proof of payment of the required fees. \ 4. The developer shall revise the street side look of the building by placing a proposed band of color higher and placing vertical wood bands to break up the uniformity of the wall (per the attached December 10, 2004 Design Review Design). 1 Mlilding DiVision 360.403.3-I31 • Planning Di\13ion 360.403.3I3-I • Natural Resources 360.403.3440 Code Enforccmemt 360.403.3457 FIRE 1. A minimum width of 20' is required around the entire structure; provide signage and markings indicating "fire lane". NONSTRUCTURAL 1. Provide a Geo-Technical report to verify the soil bearing capacity. 2. The occupant's statement of intended use form shall be completely filled out for each unit. 3. The occupancy type shall be indicated on the drawings for each unit. 4: The use of each unit should be identified on the drawings. ,5. Provide door, window and door hardware schedules. Show location of all emergency lighting. 7. Show seismic bracing details for all walls. Roof drainage must be connected to an approved storm system. SAS Show location of all draft stops between units. 10. Provide ventilation requirements for the attic area and show calculations. 11.Plumbing, Mechanical and Sprinkler must be submitted as a separate permit submittal. 2000 WASHINGTON STATE NON-RESIDENTIAL ENERGY CODE 1. Outdoor air is required. List the quantities of outdoor air supplied to each area per Table 3-4. Calculations shall be submitted. ?. Provide calculations for the lighting showing compliance with Section 1531 and Table 15-1. Provide calculations for the exterior lighting per Section 1522 or Sectionl532. 2 :. s �. I I I I 2003 BARRIER-FREE DESIGN V1: Van accessible parking spaces shall be 8' wide with an adjacent 8' wide access aisle. ,2' Provide details for the signage at the head of each accessible stall. Provide details for the access from the accessible stalls to the sidewalk of the building. �4. Accessible openings shall have a 32"min clear width. A front approach door shall have a minimum side clearance of 12" on the latch side of the door. "I All doors in the building shall have hardware that is a shape that is easy to grasp with one hand and does not require tight grasping, pinching, or twisting of the wrist to operate. ,-6. Show details for door thresholds. ,7/ Show locations and details for all ADA signage. STRUCTURAL /1'. All information required by the Quality Assurance Plan (including special inspections) in Section 1705 must be provided on the plans. 2. All the basic information required by Sections 1603.1.4 and 1603.1.5 must be provided on the plans. ,3. The wind load must be based on a minimum of 10 psf over the entire projected area. Section 1609.1.2. /4. The design only includes an analysis of the lateral forces along the gable ends. An analysis must be provided for the perpendicular direction. There appears to be only one panel that can be used for lateral resistance. /5. Using a minimum 10 psf wind load and an effective length of the shear panel of 14' (between posts)the lateral wind force would be approximately 480 plf. An OSB shear wall is required. ,6. If any of the gypboard walls are used as part of the lateral resisting system, then an R=2.5 must be used for determining the seismic forces. 3 7. A continuous footing must be provided beneath the shear walls. The connection between the shear wall and the footing and the connection at the top of the wall must be indicated. 8. A continuous drag strut must be provided along the East and West elevation in order to drag the lateral forces to the shear wall panel. Details must be provided for the drag strut connections. 9. The siding connection specified on Note 7 of Sheet 1 must be consistent with the information provided in the calculations. The top and bottom must be attached with#14 screws at both sides of each panel rib. A detail should be provided showing the required connection. 10.Similarly, the roof sheathing connections must be per the calculations. Provide a detail of the required attachments. Please instruct the designer to indicate on a separate letter which sheet or detail the corrections may be found. If you have any questions please contact me at 360-403-3437. Sincerely, Scott Black Plans Examiner/Inspector 4 Scott Black .From: Tom Cooper[tcooper@ci.arlington.wa.us] Sent: Thursday, August 25, 2005 7:49 AM To: Scott Black Subject: RE: Wes Ruth Project Scott, based on a fire sprinkled building, this will be acceptable. Tom Cooper -----Original Message----- From: Scott Black [mailto:sblack@ci.arlington.wa.us] Sent: Thursday, August 25, 2005 7:13 AM To: Tom Cooper Subject: Wes Ruth Project Cooper, One of your comments from the building review is a 20' fire lane around the building. Does this have to be 20' or can they go to 15' at one corner of the building? Scott 1 ,� , - �� I 4 � June 8, 2005 05-6427 Wes Ruth Auto Center �— Arlington, Washington S-1 Occupancy ------ V-B, sprinklers �— 10,000 sf rational Building Code sign Category D2 d: 85 mph: Exposure B Wes Ruth Auto/RV Repair CE 17722 67th Ave N E Arlington, WA 982A" Dear Mr. Ruth: We have completed our review of the auto repair center for Wes Ruth. The plans have been reviewed for compliance with the 2003 International Building Code. The following applicable code data corrections and/or additional requirements are necessary before the permit can be issued. For questions regarding this review contact Scott Black @ 360.403.3437. Please provide two complete sets of the plans with the resubmittal. NONSTRUCTURAL 1. Provide a geo-technical report to verify the soil bearing capacity. 2. The occupant's statement of intended use form shall be completely filled out. 3. Specify model code information for all codes associated with project. 4. The construction type should be indicated on the drawings. 5. The occupancy type should be indicated on the drawings for each unit. 6. The use of each unit should be identified on the drawings. Wes Ruth 6.8.005 Page 1 of 5 dwa �: J� � ICI I t c 7. Provide barrier free details for all restrooms. 8. Provide door, window and door hardware schedules. 9. Provide details and assembly numbers for any fire resistive assemblies. \10.Show location of all emergency lighting and exit signage. 11. Include a lighting fixture schedule. 12.Show seismic bracing for all wall and schedule. 13.Roof Drainage — Must be connected to approved drainage system. 14.Show location of draft stop between units. 15.Provide ventilation requirements for attic area. 16.Quick response sprinkler heads must be provided if the sprinkler system is designed as a light-hazard occupancy per NFPA. Section 903.3.2, item 3. The plans must be clarified. 17.A 36" deep landing must be shown at the exterior of all doors. 2000 WASHINGTON STATE NON-RESIDENTIAL ENERGY CODE 1. Submit two (2) completed copies of the 2003 Washington State Non-Residential Energy Code. 2. If the prescriptive building envelope option is used for the heated areas, the insulation requirements per climate zone 1, Table 13-1, should be indicated. 3. The insulation R-values should be shown in the wall, roof, slab-on-grade, and framed floor details per Table 13-1. Section 1322. 4. Outdoor air is required for this building per the Washington State Ventilation and Indoor Air Quality Code (WAC 51-13). The quantities of outdoor air supplied to each area should be listed on the plans per Table 3-4 of that code. Calculations should be submitted to justify the submitted quantities. 5. For areas using the Component Performance Lighting Option, the designer should provide calculations showing compliance with Section 1531 and Table 15- 1. Wes Ruth 6.8.005 Page 2 of 5 dwra 6. For the exterior lighting, the designer should provide calculations showing that the amount of exterior lighting is within the exterior lighting power allowance per Section 1522 or Section 1532. 7. Each full-height partitioned space should have individual lighting controls. Section 1513.1 2003 BARRIER-FREE DESIGN 8. The Van-accessible parking spaces should be 8' wide, with adjacent 8' wide access aisles (which may be shared with an adjoining space). 9. Each accessible parking space should be shown as having a sign 3'-5' high centered at the head of the space and bearing the words, "State Disabled Parking Permit Required". 10.A curb cut ramp should be shown from the accessible parking access aisles to the sidewalk, unless details are provided showing that the sidewalk is at the same level as the parking spaces. 11.The maximum slope for curb cut ramps should be shown as 1:12. 12.The maximum side slope for curb cut ramps should be shown as 1:12, where the width of the sidewalk at the top of the ramp is less than 48". 13.Accessible openings should have a 32" minimum clear width. (Note: 2-8" doors may not achieve this.) 14.Forward approach to a door which must be pulled open requires a minimum clearance of 60 inches perpendicular to the door and a minimum side clearance of 18 inches next to the latch on the approach side. Door from the bathroom and office should be revised. 15.All doors in the building, which have a latch set or lock set, should have lever-type operating hardware. 16.Door thresholds should be shown as no higher than 1/2". The edges should be beveled at 1 vertical: 2 horizontal, with a maximum edge height of 114". 17.The international symbol of access should be displayed at the accessible building entrances and all areas of evacuation assistance. Section 1103.2.3 & 4 18.Signs for the visually impaired should be provided to identify public toilet rooms, stairs, and elevators. Where other signs are provided, they should also comply. Section 1103.2.4, 1106.16. Wes Ruth 6.8.005 Page 3 of 5 dwa r,,;, r i 19.Each separate toilet room should have an accessible toilet, even though other accessible facilities are located on that level. 20.A 60" minimum diameter unobstructed floor space should be shown within the toilet rooms (with 12" maximum door encroachment). 21.Details of dispensers, mirrors, shelves, dryers, etc. should be provided; at least one of each should be within 40" of the floor. STRUCTURAL 1. All information required by the Quality Assurance Plan (including special inspections) in Section 1705 must be provided on the plans. 2. All the basic information required by Sections 1603.1.4 and 1603.1.5 must be provided on the plans. 3. The wind load must be based on a minimum of 10 psf over the entire projected area. Section 1609.1.2. 4. The design only includes an analysis of the lateral forces along the gable ends. An analysis must be provided for the perpendicular direction. There appears to be only one panel that can be used for lateral resistance. 5. Using a minimum 10 psf wind load and an effective length of the shear panel of 14' (between posts) the lateral wind force would be approximately 480 plf. An OSB shear wall is required. 6. If any of the gypboard walls are used as part of the lateral resisting system, then an R=2.5 must be used for determining the seismic forces. 7. A continuous footing must be provided beneath the shear walls. The connection between the shear wall and the footing and the connection at the top of the wall must be indicated. 8. A continuous drag strut must be provided along the East and West elevation in order to drag the lateral forces to the shear wall panel. Details must be provided for the drag strut connections. 9. The siding connection specified on Note 7 of Sheet 1 must be consistent with the information provided in the calculations. The top and bottom must be attached with #14 screws at both sides of each panel rib. A detail should be provided showing the required connection. Wes Ruth 6.8.005 Page 4 of 5 dwa . , 1 I 10.Similarly, the roof sheathing connections must be per the calculations. Provide a detail of the required attachments. Please instruct the designer to indicate on a separate letter which sheet or detail the corrections may be found and to REVISE AND RESUBMIT THE PLANS. Please feel free to contact me if there are any questions. Sincerely, David W. Anderson Building Official 360.403.3432 danderson@ci.arlingtonma.us Wes Ruth 6.8.005 Page 5 of 5 dwa �� i F _�-- � ` � �, - _ __�--, �-- "�~ �� - - � � -� �_, � ' } �. . � ts{ . ,' �.� - �' - - - CWA CONSULTANTS STRUCTURAL ENGINEERING BUILDING CODE CONSULTANTS 22421 N.E.20th Street,Sammamish,WA 98074 (425)836-2833 FAX:(425)836-3707 E-Mail:chuck.cwa@verizon.net May 25, 2005 Permit #: 05-6427 Project: Wes Ruth Auto Center Arlington, Washington Code Info: S-1 Occupancy V-B, sprinklers Floor Area: 10,000 sf 2003 International Building Code Seismic Design Category D Wind Speed: 85 mph: Exposure B David W. Anderson �vEN�ED Building Official G City of Arlington JUN 0 238 N. Olympic Avenue 1 2005 Arlington, WA 98223 COA BUILDING DEPT Dear Mr. Anderson: We have completed our review of the auto repair center for Wes Ruth. The plans have been reviewed for compliance with the 2003 International Building Code. For questions regarding this review contact CWA Consultants. Please provide two complete sets of the plans with the resubmittal. NONSTRUCTURAL 1. Quick response sprinkler heads must be provided if the sprinkler system is designed as a light-hazard occupancy per NFPA. Section 903.3.2, item 3. The plans must be clarified. 1. A 36" deep landing must be shown at the exterior of all swinging doors. 2000 WASHINGTON STATE NON-RESIDENTIAL ENERGY CODE 2. If the prescriptive building envelope option is used for the heated areas, the insulation requirements per climate zone 1, Table 13-1, should be indicated. 3. The insulation R-values should be shown in the wall, roof, slab-on-grade, and framed floor details per Table 13-1. Section 1322. ,.: d �. v City of Arlington - #05-6427 (Wes Ruth Auto Center) May 25, 2005 Page 2 of 4 4. Outdoor air is required for this building per the Washington State Ventilation and Indoor Air Quality Code (WAC 51-13). The quantities of outdoor air supplied to each area should be listed on the plans per Table 3-4 of that code. Calculations should be submitted to justify the submitted quantities. 5. For areas using the Component Performance Lighting Option, the designer should provide calculations showing compliance with Section 1531 and Table 15-1. 6. For the exterior lighting, the designer should provide calculations showing that the amount of exterior lighting is within the exterior lighting power allowance per Section 'i 522 or Section 1532. 7. Each full-height partitioned space should have individual lighting controls. Section 1513.1 2003 BARRIER-FREE DESIGN 8. The Van-accessible parking spaces should be 8' wide, with adjacent 8' wide access aisles (which may be shared with an adjoining space). 9. Each accessible parking space should be shown as having a sign 3'-5' high centered at the head of the space and bearing the words, "State Disabled Parking Permit Required". 10.A curb cut ramp should be shown from the accessible parking access aisles to the sidewalk, unless details are provided showing that the sidewalk is at the same level as the parking spaces. 11.The maximum slope for curb cut ramps should be shown as 1:12. 12.The maximum side slope for curb cut ramps should be shown as 1:12, where the width of the sidewalk at the top of the ramp is less than 48". 13.Accessible openings should have a 32" minimum clear width. (Note: 2'-8" doors may not achieve this.) 14.Forward approach to a door which must be pulled open requires a minimum clearance of 60 inches perpendicular to the door and a minimum side clearance of 18 inches next to the latch on the approach side. Door from the bathroom and office should be revised. 15.All doors in the building which have a latch set or lock set should have lever-type operating hardware. City of Arlington - #05-6427 (Wes Ruth Auto Center) May 25, 2005 Page 3 of 4 16.Door thresholds should be shown as no higher than 1/2". The edges should be beveled at 1 vertical: 2 horizontal, with a maximum edge height of 1/4". 17.The international symbol of access should be displayed at the accessible building entrances and all areas of evacuation assistance. Section 1103.2.3 & 4 18.Signs for the visually impaired should be provided to identify public toilet rooms, stairs, and elevators. Where other signs are provided, they should also comply. Section 1103.2.4, 1106.16. 19.Each separate toilet room should have an accessible toilet, even though other accessible facilities are located on that level. 20.A 60" minimum diameter unobstructed floor space should be shown within the toilet rooms (with 12" maximum door encroachment). 21.Details of dispensers, mirrors, shelves, dryers, etc. should be provided; at least one of each should be within 40" of the floor. STRUCTURAL 1. All information required by the Quality Assurance Plan (including special inspections) in Section 1705 must be provided on the plans. 2. All the basic information required by Sections 1603.1.4 and 1603.1.5 must be provided on the plans. 3. The wind load must be based on a minimum of 10 psf over the entire projected area. Section 1609.1.2. 4 The design only includes an analysis of the lateral forces along the gable ends. An analysis must be provided for the perpendicular direction. There appears to be only one panel that can be used for lateral resistance. 5. Using a minimum 10 psf wind load and an effective length of the shear panel of 14' (between posts) the lateral wind force would be approximately 480 plf. An OSB shear wall is required. 6. If any of the gypboard walls are used as part of the lateral resisting system, then an R=2.5 must be used for determining the seismic forces. 7. A continuous footing must be provided beneath the shear walls. The connection between the shear wall and the footing and the connection at the top of the wall must be indicated. =_. I I City of Arlington -#05-6427 (Wes Ruth Auto Center) May 25, 2005 Page 4 of 4 8. A continuous drag strut must be provided along the East and West elevation in order to drag the lateral forces to the shear wall panel. Details must be provided for the drag strut connections. 9. The siding connection specified on Note 7 of Sheet 1 must be consistent with the information provided in the calculations. The top and bottom must be attached with #14 screws at both sides of each panel rib. A detail should be provided showing the required connection. 10.Similarly, the roof sheathing connections must be per the calculations. Provide a detail of the required attachments. Please instruct the designer to indicate on a separate letter which sheet or detail the corrections may be found and to REVISE AND RESUBMIT THE PLANS. Please feel free to contact me if there are any questions. Sincerely, Chuck Williams SE CWA Consultants 22421 NE 20th Street Sammamish,WA 98074 Phone: (425)836-2833 FAX: (425)836-3707 E-Mail: chuck.cwa@verizon.net 1� �L i . , �.-. � . .rig - �;* '�' __ City of Arlington Building Department REQUEST FOR REVIEW FORM NAME: 1 5 K.l,l h BP #: 05- DATE: lb-cf 0 S- RETURN THIS FORM BY: PROJECT SUMMARY: RESPONDING DEPARTMENTS: 0- TOM C., FIRE ❑ KAREN L., UTILITIES ❑ DERYL T., UTILITIES ❑ BILL B., NATURAL RESOURCE ❑ YVONNE P., PLANNING ❑ GREGG E., ENGINEERING ❑ JIM T., CONSULTANT ❑ CHUCK W., CONSULTANT SUBMITTAL INFORMATION IS ATTACHED. Please review the information and return this form and your comments, either on the drawings or in memo form, to the Building Department. If you have no comments, please return the form with the"No Comments" box checked. PLEASE MARK ONE BOX, SIGN, DATE, AND RETURN THIS FORM TO LINDA. ❑" COMMENTS FOR THIS REVIEW ARE IN ATTACHED MEMO ❑ NO COMMENTS FOR THIS REVIEW, OKAY TO ISSUE PERMIT ❑ COMMENTS REVIEWED BY DATE rAr�6 MAY 0 5 2005 RECEIVED Z co • i , l t Y G Off, l I �0 NG To: Building Department From: Tom Cooper/Arlington Fire Date: May 2, 2005 Ref: 05-6427 1. Placement approved fire extinguishers as added to sheet 1 of submitted drawings. 2. Clear access to a minimum width of 20 feet is required around the entire structure; provide signage that indicates "fire lane". 3. Submit Fire Sprinkler Plans. 4. Sprinkler system will be required to be monitored. tz ,1n n All 1 j 1 1/11 II rll I% 11 _ 11 tl 11, TILL 1 .VL " �-kL W,A - i O WT VA i I I .Y. I ,Liar.. - T- I • City of Arlington Building Department REQUEST FOR REVIEW FORM NAME: des -LA- t I BP #: 05- DATE: --A I �" RETURN THIS FORM BY: 51Z,3��5 PROJECT SUMMARY: Q-�ml_kC_L G�-L RESPONDING DEPARTMENTS: ❑ TOM C., FIRE KAREN L., UTILITIES ❑ DERYL T., UTILITIES ❑ BILL B., NATURAL RESOURCE ❑ YVONNE P., PLANNING ❑ GREGG E., ENGINEERING ❑ JIM T., CONSULTANT ❑ CHUCK W., CONSULTANT SUBMITTAL INFORMATION IS ATTACHED. Please review the information and return this form and your comments, either on the drawings or in memo form, to the Building Department. If you have no comments, please return the form with the "No Comments" box checked. PLEASE MARK ONE BOX, SIGN, DATE, AND RETURN THIS FORM TO LINDA. ,ferCOMMENTS FOR THIS REVIEW ARE IN ATTACHED MEMO IJ NO COMMENTS FOR THIS REVIEW, OKAY TO ISSUE PERMIT COMMENTS REVIEWED BY DATE 1 City of Arlington Utilities Dertment • , 7���N G"�O Memo To: David Anderson, Building Official From: Reta Shepard, Utilities Specialist CC: Augusto Tararan, Cross Connection Specialist 403-3523 Ken Renfro, Pretreatment Specialist 403-3530 Date: May 10, 2005 Re: Wes Ruth Auto/RV Repair building, Building Permit#0"427, 17722 671"Ave NE The construction documents submitted with building permit#05-6427 have been reviewed for compliance with City of Arlington Utilities Division regulations. Our comments are as follows: 1) The drawings submitted with the building permit show the sprinkler room in a different location than the drawings submitted for the last site civil review. Please indicate which drawings show the correct location. If the building permit drawings are correct, then you will need to show the new location for the fire line and FDC on the site civil drawings and resubmit them for review. • Page 1 • City of Arlington Building Department REQUEST FOR REVIEW FORM NAME: BP #: 05- �4 7 DATE: RETURN THIS FORM BY: �0*3 PROJECT SUMMARY; tt�"70 44--e ` L / it l RESPONDING DEPARTMENTS: ❑ TOM C., FIRE ❑ KAREN L., UTILITIES ❑ DERYL T., UTILITIES ❑ BILL B., NATURAL RESOURCE ❑ YVONNE P., PLANNING �Lf-- GREGG E., ENGINEERING ❑ JIM T., CONSULTANT ❑ CHUCK W., CONSULTANT SUBMITTAL INFORMATION IS ATTACHED. Please review the information and return this form and your comments, either on the drawings or in memo form, to the Building Department. If you have no comments, please return the form with the"No Comments" box checked. PLEASE MARK ONE BOX, SIGN, DATE, AND RETURN THIS FORM TO LINDA. ❑ COMMENTS FOR THIS REVIEW ARE IN ATTACHED MEMO ❑ NO COMMENTS FOR THIS REVIEW, OKAY TO ISSUE PERMIT COMMENTS - _Z;j .5,-719;� REVIEWED BY (Y DATE 1 2,�jWle-0� 0 • • 41 City of Arlington Building Department REQUEST FOR REVIEW FORM NAME: (NC 6 �_U' I BP #: 05- Llc 4=_�_7 DATE: —RETURN THIS FORM BY: S" PROJECT SUMMARY_ gtw off RESPONDING DEPARTMENTS: ❑ TOM C., FIRE ❑ KAREN L., UTILITIES ❑ DERYL T., UTILITIES -P---BILL B., NATURAL RESOURCE YVONNE P., PLANNING ❑ GREGG E., ENGINEERING ❑ JIM T., CONSULTANT ❑ CHUCK W., CONSULTANT SUBMITTAL INFORMATION IS ATTACHED. Please review the information and return this form and your comments, either on the drawings or in memo form, to the Building Department. If you have no comments, please return the form with the"No Comments" box checked. PLEASE MARK ONE BOX, SIGN, DATE, AND RETURN THIS FORM TO LINDA. COMMENTS FOR THIS REVIEW ARE IN ATTACHED MEMO ❑'" NO COMMENTS FOR THIS REVIEW, OKAY TO ISSUE PERMIT ❑ COMMENTS REVIEWED BY DATE