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HomeMy WebLinkAboutVictorian Hardware BLD03-226RN Vic-jb I e 03/12/2004 15:53 3603444604 PT FIRE PAGE 01 City of Port Townsend Fire Department 1310 Lawrence Street, Port Townsend, WA 98368 (360) 385 -2626 i;maik ptfd a ")c . oq- townsend.wa_us Fax; (360) 385 -1122 PLANT REVIEW AMMORANDUM pOfli Tp� g TO: Suzanne Wassmer, BCD FR; Tom Aumock, Asst. Fire C ' DT: 12 March 2004 n� RE: 31,1303 -226, Kenneth Kelly Distribution and Display /Retail Center Y CC; Alex Angud, Public Works This department has met with Mr. Guy Hu Py, p ro j ect representative, to determine the applicability of Article 81, Uniform Fire Code (U.F.C,J, 1997 Edition, to the above referenced project, and the following constitutes this departments findings and determinations based upon the plans of record, Findiggs and Determimfions I. The warehouse proposal is subject to Uniform Fite Code Article 81, applying UFC Table 81 -A General Fire Protection and Life Safety requirements since the twelve [ 12] foot rack - height threshold is exceeded, and; 2. The proposed high rack storage consists of Class I commodities, and; 3. Packaging materials are found to consist of cardboard, and polystyrene based filler, and amounts to less than 10 percent by volume under Figure 8101.4 -A `Mixed Commodities' of the UFC, thus maintaining the Class I commodity classification by Code, and ; 4. Under the general lire - protection and life safety requirements of Table 81 -A of the UFC, Commodity Class I -iV, with a storage area size classification of 2,501 - 12,000 square feet, we find that a. An automatic fire suppression system [sprinklers] is required, and; b. An automatic fore detection system [fire alarm] is not required, and; c. Smoke and heat venting is not required, and; d. Curtain boards are not required by this table, unless required by the Uniform Building Code, and; e. Small hose valves and stations are not required, and 5. UFC Table 81 -A further requires solid -piled storage and palletized storage that exceeds five (5) feet in height, to the following code restrictions; a. Maximum pile dimension shall be 100 feet with aisle width of 8 feet, and ; b. Maximum permissible storage height is 40 feet, and ; c. Maximum pile volume is limited to 400,000 cubic feet 6. A post indicator valve [PIVJ, and stand -atone [off - building] fire department connection [FDC), shall be located adjacent to the on -site fare hydrant, located in the northeast corner of the interior aeeessway. It is the administrative determination of this department that the proposal be approved subject to the aforesaid requirements of the Uniform Fire Code, and Uniform Building Code. BL003 -22� C \WINDOWS \Desktop \Toai a C410- r \Qmem Pm 11 App Review Kelly Migh Reek Stornge doe 3/12W CD? � fL) C ��i- caImodCAV-IN 2 2004 j CITY OF PORI TONNSENU Da�{e1`1 1pSECT1ON 7(t8 — FIRE BLOCKS AND DRAFT STOPS 708.1 General. In combustible construction, fimblocking and / draftstopping shall be installed to cut off all concealed draft open- ings (both vertical and horizontal) and shall form an effective bar- rier between floors, between a top story and a roof or attic space, am; shall subdivide attic spaces, concealed roof spaces and floor - ceiling assemblies. The integrity of all fue blocks and draft stops shall be maintained. 708.2 Fire Blocks. 5% N,yp 400/ 708.2.1 Where required. Fireblocking shall be provided in the following locations: 1-69/ 706.2.1 709. 1. In concealed spaces of stud walls and partitions, including furred spaces, at the ceiling and floor levels and at 10 -foot (3048 mm) intervals both vertical and horizontal. See also Section 803, Item 1 EXCEPTION: Fire blocks may be omitted at floor and ceiling lev- els when approved smoke - actuated fire dampers are installed at these levels 2. At all interconnections between concealed vertical and hori- zontal spaces such as occur at soffits, drop ceilings and cove ceil- ings. 3. In concealed spaces between stair stringers at the top and bottom of the inn and between studs along and in line with the inn of stairs if the walls under the stairs are unfinished. 4. In openings around vents, pipes, ducts, chimneys, fireplaces and similar openings that afford a passage for fire at ceiling and Door levels, with noncombustible materials. 5. At openings between attic spaces and chimney chases for factory -built chimneys. 6. Where wood sleepers are used for laying wood flooring on masonry or concrete fire - resistive floors, the space between the floor slab and the underside of the wood flooring shall be filled with noncombustible material or fire blocked in such a manner that there will be no open spaces under the flooring that will ex- ceed 100 square feet (9.3 m£) in area and such space shall be filled solidly under all permanent partitions so that there is no commum- cation under the flooring between adjoining rooms. EXCEPTIONS: 1. Fire blocking need not be provided in such floors when at or below grade level in gymnasiums. 2 Fire blocking need be provided only at the juncture of each alter- nate lane and at the ends of each lane in a bowling facility 708.2.2 Fire block construction. Except as provided in Item 4 above, freblocking shall consist of 2 inches (51 mm) nominal lumber or two thicknesses of 1 -mch (25 mm) nominal lumber with broken lap joints or one thickness of 23/32 -inch (18.3 mm) wood structural panel with joints backed by 23/32 -mch (18.3 mm) wood structural panel or one thickness of /4 -inch (19.1 mm) Type 2 -M particleboard with joints backed by 3/4 -inch (19.1 mm) Type 2 -M particleboard. Fire blocks may also be of gypsum board, cement fiber board, baits or blankets of mineral or glass fiber, or other approved mate- not use Walls having parallel or staggered studs for sound - transmission 'control shall have fire blocks of baits or blankets of mineral or glass fiber or other approved flexible materials 708.3 Draft Stops. 708.3.1 Where required. Draftstopping shall be provided in the locations set forth in this section. 708.3.1.1 Floor - ceiling assemblies. 708.3.1.1.1 Single- family dwellings. When there is usable space above and below the concealed space of a floor - ceiling as- sembly in a single -family dwelling, draft stops shall be installed so that the area of the concealed space does not exceed 1,000 square feet (93 m2). Draftstopping shall divide the concealed space into approximately equal areas 708.3.1.1.2 Two or more dwelling units and hotels. Draft stops shall be installed in floor - ceiling assemblies of buildings having 1997 UNIFORM BUILDING CODE more than one dwelling unit and in hotels. Such draft stops shall be in line with walls separating individual dwelling units and guest rooms from each other and from other areas. 708.3.1.13 Other uses. Draft stops shall be installed in floor - ceiling assemblies of buildings or portions of buildings used for other than dwelling or hotel occupancies so that the area of the concealed space does not exceed 1,000 square feet (93 m2) and so that the horizontal dimension between stops does not exceed 60 feet (18 288 mm). EXCEPTION: Where approved automatic sprinklers are installed within the concealed space, the area between draft stops may be 3,000 square feet (279 m2) and the horizontal dimension may be 100 feet (30 480 mm). 708.3.1.2 Attics. 708.3.1.2.1 Two or more dwelling units and hotels. Draft stops shall be installed in the attics, mansards, overhangs, false fronts set out from walls and similar concealed spaces of buildings con - taming more than one dwelling unit and in hotels. Such draft stops shall be above and in line with the walls separating individual dwelling units and guest rooms from each other and from other uses. EXCEPTIONS: 1 Draft stops may be omitted along one of the corridor walls, provided draft stops at walls separating individual dwelling units and guest rooms from each other and from other uses, extend to the remaining cwmdor draft stop. 2 Where approved sprinklers are installed, draftstoppmg may be as specified in the exception to Section 708 3 12.2. 708.3.1.2.2 Other uses. Draft stops shall be installed in attics, mansards, overhangs, false fronts set out from walls and similar concealed spaces of buildings having uses other than dwellings or hotels so that the area between draft stops does not exceed 3,000 square feet (279 m2) and the greatest horizontal dimension does not exceed 60 feet (18 288 mm). EXCEPTION: Where approved automatic sprinklers are in- stalled, the area between draft stops may be 9,000 square feet (836 m2) and the greatest horizontal dimension may be 100 feet (30 480 mm). 708.3.1.3 Draft stop construction. Draftstopping materials shall not be less than 1/2 -inch (12.7 mm) gypsum board, 3/8 -mch (9 5 mm) wood structural panel, 3/8 -inch (9.5 mm) Type 2 -M par- ticleboard or other approved materials adequately supported. Openings in the partitions shall be protected by self- closmg doors with automatic latches constructed as required for the parti- tions. Ventilation of concealed roof spaces shall be maintained in ac- cordance with Section 1505 708.4 Draft Stops or Fire Blocks in Other Locations. Fire - blocking of veneer on noncombustible walls shall be in accord- ance with Section 708.2.1, Item 1. For fireblocking ceilings applied against noncombustible con- struction, see Section 803, Item 1 SECTION 709 — WALLS AND PARTITIONS 709.1 General. Fue- resistive walls and partitions shall be as- sumed to have the fie- resistance ratings set forth in Table 7 -B. Where materials, systems or devices are incorporated into the assembly that have not been tested as part of the assembly, suffi- cient data shall be made available to the building official to show that the required fire - resistive rating is not reduced. Materials and methods of construction used to protect joints and penetrations in fire- resistive, fire -rated building assemblies shall not reduce the required fire - resistive rating. 1 -70 'IRLD 0 3 - 2 2 6 K ,?OAT T O�ys City of Port Townsend Department of Building and Community Development Waterman & Katz Building 181 Quincy Street, Sure 301, Port Townsend, WA 98368 `mow (360) 385 -0644 FAX (360) 385 -7675 email: jwalat @ci.port- townsend.wa.us DIRECTOR'S FINDINGS OF FACT, CONCLUSIONS, AND DECISION Date: Wednesday, February 18, 2004 SUBJECT: General Commercial (C -H) Architectural Design Standards Review American Supply (Ken Kelly) 24,400 sq. ft. Commercial Building BCD File# LUP03 -121 PROPOSAL DESCRIPTION Construction of a new approximately 24,000 square foot commercial building for use as a Victorian fixtures retail/mail order distribution center, associated parking, landscaping and pedestrian amenities. Approximately 16,250 sf would be used for warehouse mail order distribution, 2,400 sf for offices, and 4,275 sf for a showroom/retail facility. An existing single - family residence and garage on site were relocated to a residentially zoned site. After respectful consideration of the above - referenced application, the Director of Building and Community Development makes the follow Findings, Conclusions, and Decision. Findings 1. The subject parcel is located in the C -11 General Commercial Zone on Stn Street/Sims Way between McPherson and Thomas Streets. It also abuts unopened 6th Street to the north. The approximately 40,000 square foot (sf) parcel is legally described as the entirety of Block 256, Eisenbeis Addition to the City of Port Townsend. Tax parcels: 948 325 601 and 948 - 325 -602. 2. Pursuant to Ordinance No. 2705 (Interim C -11 Architectural Design Standards), all new development within the C -II zone that exceeds certain thresholds must comply with the C -11 Design Standards. As the size of the proposed development is above the threshold of 2,000 sf for new buildings, it is subject to design review. 3. Because this project was vested prior to revision of the C -11 General Commercial Design Standards, the interim standards enacted in 1999 were applied. The requirements here are consistent with those established in the SEPA MDNS issued for this project. 4. For the proposed development the following table presents specific C -11 Design Standards with a related Administrator's Conclusion. LDO3 -226 Kelly C -II Design Review BCD Director's Findings, Conclusions and Decision Page 2 C -II Standard Administrator's Conclusion Maximum building setback from primary street The building orientation and setbacks proposed are acceptable, ronta a Commercial buildings shall be oriented The three public sides of the building are all appropriately towards the primary street frontage and public paths oriented towards the street, sidewalks will be built on all three and /or sidewalks. Commercial buildings on corner lots sides The front of the building is appropriately oriented towards should be oriented towards the primmy intersection the primary frontage, 5" Street/Sims Way. The applicant is developing 5th/Sims Way and Thomas Streets as the primary intersection. Although McPherson is currently more highly traveled than Thomas Street, the choice of 5a' Street/Sims Way and Thomas St. as the primary intersection is acceptable, in that the proposed building encompasses an entire block and because substantial commercial development can be anticipated to the east of the site across Thomas Street Also, the main plaza area at the comer of 5" Street/Sims Way and McPherson is a significant street presence with access to a secondary showroom entrance off the plaza. The showroom has a setback of less than 25 feet from 5t' and Thomas Streets as required by C -II Design Standards. The sides of the warehouse /mail order building on both Thomas and McPherson are also setback less than 25 feet. Plazas, landscaping and other pedestrian amenities. The preliminary site plan meets C -2 Design Standards for plazas, landscaping and pedestrian amenities. Where commercial buildings are separated from the public sidewalk along the primacy street frontage, the Sidewalks are required along the McPherson, 5's, and Thomas space should contain public and pedestrian amenities. Street frontages. Additionally, trails shall be provided in unopened 6`s Street and extending north from the sidewalk in Thomas Street to connect with existing or proposed trails. One crosswalk is provided at McPherson and 5th Street, and two at Thomas and 5`s. A crosswalk shall be provided at the driveway access north of the building on McPherson The site plan shows an approximately 5,000 sf pedestrian plaza at the corner of McPherson and 5'" Street in conformance with C -2 Design Standards for providing plazas and pedestrian amenities where the building is separated from the sidewalk. A landscape plan, including the plaza area, was submitted The plan shows pedestrian paths and seating for pedestrians /employees, plantings in the plaza area, street trees and plantings on the east side and at the rear of the parking lot and 60' Street right -of -way buffer. The landscape and irrigation plan furnished is sufficient for issuance of a building permit; however, the choice of some species needs to be revised as redlined on the landscape plan. It appears from the landscaping plan submitted that the combination of existing retained trees and newly planted trees will filM the requirements of the City's Tree Conservation regulations (PTMC 19.06). A final landscape plan must be provided and approved prior to landscaping installation and final building approval. Revisions to the plan must show compliance with PTMC 19.06. The plan shows parking for bicycles at the plaza door side (the Kelly C -11 Design Review BCD Director's Findings, Conclusions and Decision Page 3 ADA entrance) and at the employee entrance on Thomas Street. Outdoor parking for a total of six bicycles shall be provided. The applicant proposes to cover the front bike rack with a canvas or similar awning in a color complementing the building. Awnings must be approved for design and color prior to installation. In heu of overhead shelter of the rear bicycle parking, the applicant has agreed to allow indoor storage of employee bicycles in addition to the outdoor rear bike parking. All bike racks must provide support for the bicycle frame, not just the front tire. "Inverted U" racks are recommended, although alternative designs may be acceptable Landscaping and plaza amenities rust be inspected by BCD before final occupancy. Final location of sidewalks, trails and crosswalks shall be approved by the Public Works Department. Off - Street Parking Lots. Commercial buildings shall The proposal meets C -2 Design Standards in that the building, not minimize the impact of parking on the building(s) parking, is dominant on the site; the building occupies three of the relationship to the street and pedestrian - oriented four building street frontages. The fourth frontage, on unopened character 6" Street, is appropriate for parking because it occupies the rear of the site and is buffered from residential development to the north by unopened 6" Street. While it is anticipated at this time that 6s' Street will remain unopened, the applicant is required to maintain at least a 20 foot tall vegetative buffer in the south side of the 6" Street right -of -way to guarantee permanent visual screening to the north as specified in the SEPA MDNS determination. Twenty -five parking spaces, including two ADA spaces, are required to serve the project. The applicant is developing on- street parking to satisfy about half (12 spaces) of the parking requirement as permitted by C -2 Design Standards Section 2.8.A.1, which allows one fully developed on- street space to count for each required onsite space. Twelve regular and one ADA space are provided onsite in a parking lot at the rear of the building Space has been reserved for an onsite van accessible space/Dial -A -Ride transit drop off zone near the plaza showroom entrance. This maybe relocated on- street if recommended by the Public Works Department during review of the engineered street plan. On- Street Parking. On- street parking is encouraged The on- street parking plan meets the objective of C -H Design along the streets, access drives, and alleys in Standards. On street parking is being developed on both sides of commercial areas in order to provide convenient access 5a street and on the west side of Thomas Street Twelve of the and reduce the need for off-street parking lots on- street parkmg spaces will count towards the parking requirement as described above in Off -street parking lots. The final number of parking spaces allocated to each side of 5b Street will be determined by the Public Works Department. McPherson Street is not suitable for on -street parking at this time If the onstreet parking counts change through the Street Development Permit process, the applicant is still required to provide 25 spaces, including one van- accessible space, and provisions for Dial -a- Ride drop off. Kelly C -11 Design Review BCD Director's Findings, Conclusions and Decision Page 4 Pedestrian Walkways through Off - Street narking lots. Provide safe walkways for pedestrians through off - street parking lots Proposed sidewalks abut all of the proposed on -street parking, except that on the south side of 5" Street, where a sidewalk would be redundant and would result in removal of mature, healthy madronas and other native vegetation. A crosswalk is shown crossing 5`" Street to the south side parking spaces. A pedestrian walkway through the parking lot to the rear entrance is shown on the site plan. All crosswalk location shall be finalized through the Street Development Permit as approved by the Public Works Department, Buildine Design. Materials and Colors. New Two story commercial buildings are desirable in the C -2 development should recognize the city's architectural commercial district, and the applicant has proposed a two story heritage through the use of building materials, building building (34 feet maximum height of showroom) with both office proportions, forms and details, and other architectural and retail space on the second floor. The highest point of the devices compatible with those design principles warehouse portion is approximately 30 feet. inherent in historic architecture, without replicating historical buildings. Showroom: The showroom is an elaborately detailed, one -of —a kind building that is intended to showcase the Victonan-style reproduction hardware, fixtures and architectural ornamentation sold by the applicant through mail order catalog and walk in retail trade. The applicant proposes high quality materials throughout the entire design, including large display windows with sections of leaded glass, a%" granite veneer base, cast metal corbels and other architectural details, antique bronze doors and treads on the entry stairs, and a granite entry fountain with bronze figures. While the proposed building does not replicate a specific Victorian building, the showroom portion of the building does clearly replicate Victorian architecture. Because of the nature of the business to be housed in the building, and because the Victorian details of the buildmg are high quality, authentic materials, either new reproductions or antiques, the replication of Victoria architecture that may not be appropriate for other new buildings is acceptable. Mail order warehouse facility The proposal shows a metal building on a split face four -foot masonry base. Roofing is gray galvanized alummum. Because of the nature of its proposed use, the mass of the warehouse portion of the building is necessarily large and blocky, with no windows on the ground floor See discussion under Bulk and Scale for review of that aspect of the building. Colors: The color scheme of the entire facility is gray, with bronze (dark brown) and burgundy accent colors. The color scheme is acceptable. Bulk and scale. Commercial buildings shall be The building meets the required rear setback separating designed to ensure that building massing, height, and commercial from residential property (Twenty -two feet provided, scale provide sensitive transition to adjoining which meets both old and newly established setback standards for residential neighborhoods. commercial development adjacent to residential property). With the unopened right -of -way, the building will be approximately 88 Kelly C -II Design Review BCD Director's Findings, Conclusions and Decision Page 5 feet from the closest abutting residential property line Showroom- The showroom portion of the building meets all C -2 Design standards for bulk and scale. Mail order warehouse. In the judgment of BCD staff, the applicant has provided an acceptable Alternative Design as provided for in Ordinance 2705 Section 2.17. The applicant addressed the need to reduce the apparent bulk of the warehouse structure to the extent reasonable by providing a four foot masonry base, architectural detailing on the upper portions of the building, a band of upper windows that wraps the entire warehouse, a commitment to significant landscaping, and an approximately 65- foot long arbor on the McPherson Street side of the building On the 5'' Street/Sims Way side of building, half of the front side of the warehouse is hidden behind the showroom, the remaining approximately 100 foot length will form a south - facing wall for the large, densely planted pedestrian plaza. The rear of the building, which is almost 200 feet long, provides the service, employee and truck loading area. The key to acceptable design of the rear of the building is in the substantial vegetative screening required in the south side of the 6i" Street right -of -way, which is anticipated to remain unopened to vehicular traffic While portions of the right -of -way are already heavily vegetated, the western portion of the right of way must be substantially planted as described elsewhere, The primary entrance to the showroom is on the southeast comer, es. 7770 primary mart' entrances of Building Entranc TT at the 5 and Thomas Street intersection. This meets C -11 hlig commercial building shall be identified and highlighted recommendations that buildings on corner properties incorporate a through architectural details, lighting, and sig architectural comer entrance. There is a secondary main entrance onto the The design buildings shall enhance the pedestrian plaza on the west side of the showroom. That entrance relationship between buildings and streets by creating relationship is ADA accessible, as is the employee entrance to the rear. An easily building entrances. emergency ex it is on McPherson Street Weather Protection. Commercial buildings should Weather protection for pedestrians is provided by a covered provide protection for pedestrians from adverse recessed main entrance and awnings over the ADA plaza weather conditions entrance, employee entrance and plaza bike parking. Kelly C -II Design Review BCD Director's Findings, Conclusions and Decision Page 6 Transparency. Commercial buildings shall provide Showroom: The showroom portion of the building amply meets generous amounts of windows to create ground floors the transparency requirement with large first and second story with a "transparent" quality. windows covering most of the fagade. There are also decorative leaded glass windows on the first floor. Mail order warehouse facility: The warehouse portion does not meet the standard transparency requirement for McPherson Street However, the applicant has applied for consideration of an Alternative Design under Ordinance 2705 Section 2.17, because it is functionally undesirable to have windows on the ground floor of a warehouse. The applicant has partially compensated for that by including a band of windows wrapping the entire warehouse facility at the second floor level, and made other design changes to the warehouse as described in the Bulk and Scale section. Additionally, substantial landscagmg will be installed to provide interest on the McPherson and 5 Street/ Suns Way sides of the warehouse. The design of the warehouse is acceptable as an Alternative Design as described in Bulk and Scale. Support Elements. Mechanical elements, loading Fenced storage area m rear parking lot for dumpster, forklift, areas, trash, and recycling containers shall be located recycling, other storage- Entire area proposed for fencing shall be and/or screened to mmontze their visibility from public screened with wooden fencing, chain link fencing with wooden view slats, or alternate material approved by the BCD Director. A preliminary exterior lighting plan was submitted and conditionally approved. The plan shows fully shielded, cutoff fixtures on the rear side of building mounted at a 15 -foot height. The lighting on the front side of the building is more traditionally styled. Exterior lighting must incorporate recessed, fully shielded fixtures or be limited to the lighting output typical of a 100 -watt mcandescent bulb Lighting fixtures may be mounted no higher than 15 feet except for concealed lighting to indirectly illuminate signage Revisions to the preliminary lighting plan must be approved before installation, and all installed lighting must be inspected by BCD before final occupancy. It is the applicant's responsibility to ensure that the lighting is functioning in a manner that meets these requirements and that there are no offsite glare impacts. Based on the foregoing Findings and Conclusions the application for C -11 Design Review is hereby APPROVED subject to compliance with the following conditions: 1. The development shall be done in substantial conformance with the conclusions outlined in each section above and with the revised building plans submitted and approved under BLD #03 -109. 2. Revisions to the landscaping plan as `redlined ", or acceptable alternatives, must be provided on a final landscaping plan. The final landscaping plan shall include the 5th Street right -of -way triangle area. No vegetation removal in the triangle shall occur without City approval. The final plan must be approved, and all landscaping installed Kelly C -II Design Review BCD D'irector's Findings, Conclusions and Decision Page 7 and inspected, prior to final building occupancy. Bonding for landscaping may be acceptable if necessary with the approval of the BCD and Public Works Directors. 3. To help reduce the impact of the large scale building on the residential areas to the north, the applicant shall give particular attention to supplementing and maintaining a tall (at least 20 feet tall at maturity) vegetative screening buffer in the southern 20 feet of the 6t' Street right -of -way. The buffer shall be thickly planted with species including at least Douglas fir, cedar and madrona. Because the western portion of the right of way is so bare, additional fast growing tall species shall be planted interspersed with other species. Understory shrubs should also be included to provide a substantial screen of the rear of the building from McPherson Street and the residential properties to the north. The onsite landscaping to the rear of the parking should be likewise planted with tall screening evergreen vegetation and blended with the right -of -way buffer. 4. Outdoor parking for a total of at least six bicycles shall be provided. The applicant has agreed to allow employee bike parking inside the building in lieu of covered bicycle parking at the employee entrance. All bike racks must provide support for the bicycle frame, not just the front tire. "Inverted U" racks are recommended, although alternative designs may be acceptable. Final bike rack location and style must be approved prior to installation. 5. Exterior lighting must consist of fully cut -off fixtures or traditional fixtures that do not exceed the output of a 100 -watt incandescent bulb as described in Support Elements. Any revisions to the lighting plan shall be approved before installation. 6. The applicant shall provide color samples of all surfaces prior to installation, as well as design for awnings and similar add -on features. 7. Final location and specifications for pedestrian improvements are subject to the approval of the Public Works Department through the Street and Utility Development permit. kDatee iaall, irector it & Community Development Project Info Project Address / Zp00 SlHS Date Total Glazing Area Electronic version: these values are automatically taken from ENV -UA -1 Glazing Area Calculation For Building Department Use Note Below grade walls may be included in the Applicant Name: Applicant Address: Y/ G -5ftvvwe; Applicant Phone: o e _,> _ 9� // Project Description I IRNew Building ❑ Addition [I Alteration ❑ Change of Use frescn [] ptive Component Performance E] ENVSTD 2.1 [] Systems Compliance Option ['�(See Decision Flowchart (over) for qualifications) (40 not acceptable) Analysis Space Heat Type Electric resistance Q All other (see over for definitions) Roofs Over Attic 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 We# Area times 100 equals % Glazing 5 6FJLP _ 3�CI - J,3� 100 �rwl.f - ttpa /G Ccc t�IC J Gross Exterior Well Area gthey are insulated to the level require d for opaque walls. Concrete/Mas0 Option Y 1O1 P O yes Check here If using this option and if project meets all requirements for the ConoreteMiasonry Option. See Decision Flowchart (over) for qualifications Enter requirements for each qualifying `Q no assemby below. Envelope Requirements (enter values as applicable) Fully heated/cooled space Minimum Insulation R- values Roofs Over Attic 3� All Other Roofs Opaque Walls' 21 Below Grade Walls Floors Over Unconditioned Space Slabs -on -Grade /0 Radiant Floors Maximum U- factors Opaque Doors ,Z° Vertical Glazing Overhead Glazing Maximum SHGC (orSC) Vertical/Overhead Glazing Sem4heafedspace� Minimum Insulation R- values Roofs Over Semi - Heated Spacesz 1. Assembries with metal framing must comply with overall U- factors 2. Refer to Section 1310 for qualifications and requirements Notes: Opaque Concrete/Masonry Wall Requirements Insulation on interior - maximum U- factor is D 19 Insulation on exterior or integral - maximum U- factor is 0.25 If project qualifies for Concrete/Masonry Option, list walls With HC 2 9.0 Btulft2 -'F below (other walls must meet Opaque Mill requirements). Use desonplions and values from Table 2D-5b in the Code. Wall Description (including insulation RWalue & position) U-factor RLD03 2% 5t/Ni1� S i'�w�cCrl -�Z -Il Lyf{-LL�UG�- i�U.t/5 !A/� /�c/G �✓ry f(- oj�fl�l�Es� /{��j�/G- �rCJ����fG. %/lzf� /�dP-ZvcILsS Goa./Tvr.ez5 �7C.• � i�AxlSa . 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, cetegones compiler, all space heating types START slernents as the pdmary healing system including baseboard, radiant, and Other: All other space heating systems mduding oil, antl forced air units where the toll electric resistance heat capacity exceeds 10 propane space heating systems and those systexception to W/it" O the gross condAoned floorarem. E eep9on: Heat pumps and mlaWie resistance. (corrtinuetl L7ht) terminal electric resistance heatingbvamble air volume distribution sysems. 2Rmstanm tric Radiant Flew - No , Yea U D 80 Glaring Cnrera Met? al? Glazing Crirera Mat? Area% UVal UVal Ali walls R4 rmulatwn? < 40% Glazing? AN Insulating Installed? Opaque Wall R 41 4' Below Ord wall(.. R -10 . Beta Ord well (0th) R -11 Roof Over Aros R.30 ,. AD Other Rod R -21 Rased Floor R -19 Sleb-On -Grade R -10 i Radiant Flew R -10 t Opaque Door U D 80 Glaring Cnrera Met? Glazing Vert OH Glazing Crirera Mat? Area% UVal UVal SHGC 0.1591, 090 145 10D 15-20% 075 140 iOD 20-30% 085 13D 065 30-00% : W, 130 0.45 No Description a rtery OK? (belo%) <25% \ / <20% Glattng7 / \ Glazing? All Insulating Installed? AN Insulating Installed? opaguawan R -11 Metal Framed Wall UO 062 Masonry Wall lint) U-0 is Other Opaque Wag R-19 Masonry Wall(oemr) U -0 25 Masonry Wall lint) U-0.19 Beta Bid Wall (uQ R -10 Masonry Wall(other) U-0 25 BabwGrd Wall loth) R -11 Below Ord Wall (exl) R -10 Roof Over Attic R-30 Below Grd Well(oth) R -19 All Ogler Rod R -21 Rod Over Attic 1139 Rased Floor R -19 All Other Roof R30 SlabOn-Grade R -10 Rased Floor R30 Radonl Floor R -10 Slab-0o-Grade R -10 Opaque Door U-0 80 Radiant Floor R-10 Glazing Cmterla Metz Opaque Door U-0 BD Glazing Vert OH Glazing Crilarla Mal? Area% UVd Wal SHOO Glazing Veit OH 0.10% ODD 1.45 1 DO Area % UVW UVal SHGC 10-15% D.75 140 100 D-2D% 04D D.eD 10D 15-20% 0.65 130 DgD 20-25% D SD 130 0.65 No Yes - —.;Yes No Prescriptive Path Allowed Component Performance or Systems Analysis Required Wall Heat Capacity Assy.Tag HC" I Area Area weighted HC: divide total of (HC x area) agarta OK7 ND rmutation? (belew> < 2D% Glazing? Ali Insulating Installed? Mehl Framed Well U-0.062 Other Opague Wall R -19 Below Ord Wall (exQ R -10 Bebw Grd Wall (oth) R -19 Red Over Attic R-38 AN Other Roof R30 Raised Floor R-30 SlebOrvG ads R -10 Rac ant Floor R -10 Opaque Door 0080 Glazing Crirera Mat? Glazing Vert OH Area% UVal Wai SHGC 0.20% 040 080 too HCxArea NC 'If the area A'eighted heat mpacfly (HC) of he total above 3rade wall Is a minimum of 9.0, the Concrete Masonry Option may be used "Forframed walls, assume HC--1.0 unless calculations are provided, for all other walls, use Section 1009. 31 �d 3'I �I 3 3' 1106.10 Doors. 1106. 10.1 General Doors required to be accessible shall comply with Section 10033.1 and with provisions of this section For the purpose of this section, gates shall be considered to be doors. An accessible gate or door shall be provided adjacent to any turnstile or revolving door Where doorways have two independently operated door leaves, then at least one leaf shall comply with this section 1106.10.2 Clear width. Doors shall be capable of being opened so that the clear width of the opening is not less than 32 inches (8 15 mm). EXCEPTION. Doors not requiring full user passage, such as shallow closets, may have a clear opening of not less than 20 inches (510 mm) 1106.10.3 Maneuvering clearances at doors Except as provided in Section 1106.27, all doors shall have minimum maneuvering clearances as follows 1 For a forward approach, where a door must be pulled to be opened, an unobstructed floor space shall extend at least 18 Inches (455 mm) beyond the stakelamb and extend at least 60 inches (1525 mm) perpendicular to the doorway 2 For a forward approach, where a door must be pushed to be opened and is equipped with a closer and a latch, an unobstructed floor space shall extend at least 12 inches (305 mm) beyond the strike lamb and extend at least 48 inches (1220 mm) perpendicular to the doorway 3 For a forward approach, where a door must be pushed to be opened and is not equipped with a closer n or 'Structed floor space shall be at least th width of the doorway and extend at least 48 Inc es (1220 mm) perpendicular to the doorway. 4. For a�nge side approach, where a door must be pulled to a opened, an unobstructed floor space shall exten at least 36 Inches (915 mm) beyond the latch side f the door and at least 60 inches (1525 mm) perp ndicular to the doorway, or shall have an unobstru ted floor space that extends at least 42 Inches (165 mm) beyond the latch side of the door and at l ast 54 inches (1370 mm) perpendicular to the door av JLD0 3 -2 WE An Illustrated Handbook 5 For a hinge side approach, where a door must be pushed to be opened and is not equipped with both a closer and a latch, an unobstructed floor space, measured from the latch side, shall extend across the width of the doorway and beyond the hinge side of the door for a total width of not less than 54 Inches (1370 mm), and at lest 42 inches (1065 mm) perpendicular to the doorway 6 For a hinge side approach, where a door must be pushed to be opened and Is equipped with both latch and closer, an unobstructed floor space, measured from the latch side, shall extend across the width of the doorway and beyond the hinge side of the door for a total width of not less than 54 inches (1370 mm), and at least 48 inches (1220 mm) perpendicular to the doorway. 7 For a latch side approach, where a door must be pulled to be opened and is equipped with a closer, an unobstructed floor space shall extend at least 24 inches (610 mm) beyond the latch side of the door and at least 54 inches (1370 mm) perpendicular to the doorway ---8 For a latch side approach, where a door must be pulled to be opened and Is not equipped with a closer, an unobstructed floor space shall extend at least 24 inches (610 mm) beyond the latch side of the door and at least 48 inches (1220 mm) perpendicular to the doorway 9. For a latch side approach, where a door must be pushed to be opened and is equipped with a closer, an unobstructed floor space shall extend at least 24 inches (610 mm) beyond the latch side of the door and at least 48 inches (1220 mm) perpendicular to the doorway. 10 For a latch side approach, where a door must be pushed to be opened and is not equipped with a closer, an unobstructed floor space shall extend at least 24 Inches (610 mm) parallel to the doorway, beyond the latch side of the door, and at least 42 inches (1065 mm) perpendicular to the doorway 11 For a forward approach to a sliding or folding door, an unobstructed floor space shall extend the same width as the door opening and at least 48 inches (1220 mm) perpendicular to the doorway 12. For a slide side approach to a sliding or folding door, an unobstructed floor space, measured from the latch side, shall extend across the width of the doorway and beyond the slide side of the door for a total width of not less than 54 inches (1370 mm); and at least 42 "nhae t1nR9 mm 1 narnanrbrrn Jar In Iha rinnnnm,. 13 For a latch side approach to a sliding or folding door, an unobstructed floor space shall extend at least 24 inches (610 mm) beyond the latch side of the door, and at least 42 inches (1065 mm) perpendicular to the doorway 14 Where two doors are In senes, the minimum distance between two hinged or pivoted doors shall be 48 inches (1220 mm), in addition to any area needed for door swing. Doors in aeries shall swing either In the same direction, or away irt.m the space between the doors. 15 All doors in alcoves .shall comply with the requirements of a forward approach. 1106.10.4 Thresholds at doors Thresholds at doors shall comply with Section 1106 6 EXCEPTION In dwelling units, exw °nor doors other than the accessible entrance to a dwelling un,I maybe sliding doors with thresholds not exceeding 314 inch (19 mm) 1106.10.5 Automatic and power - assisted doors. Doorclosers orpower operators shad be operable as required by Sec 1003 3.12. EXCEPTION Floorpad or electric eye actuated power operators All power- operated doors shall remain In the fully open position for not less than 6 seconds before closing. Touch switches shall be mounted 36 Inches (915 mm) above the floor and not less than 18 inches (455 mm), nor more than 36 inches (915 mm), horizontally from the nearest point of travel of the moving door Other power- operated doors must be actuated from a location not less than 36 inches (915 mm) from the nearest point of travel of the moving door. Power - operated doors shall automatically reopen [sic] when they encounter an obstruction other than the strike lamb 1106.10.6 Door Closers. Where provided, door closers shall be adjusted to close from an open position of 70 degrees to a point 3 inches (76 mm) from the latch, in not less than 3 seconds, when measured to the leading edge of the door. 1106.10.7 Vision Panels. Where a door contains one or more vision panels, the bottom of the glass of at least one panel, shall be not more than 43 inches 10P3222.3 9003.2.8.2 Ut1 O 3 - 1003.2.2.23 Areas with fixed seats. For areas having fixed seats, the occupant load for such areas shall be determined by the number of fixed seats installed therein. For areas having fixed benches or pews, the occupant load shall not be less than the number of seats based on one person for each 18 inches (457 mm) of length of pew or bench. Where fixed booths are used in dining areas, the occupant load shall be based on one person for each 24 inches (610 mm) of booth length. Where fixed benches, pews or booths are curved, the larger radius shall deter- mine the booth length. 10032.2.2.4 Outdoor areas. The occupant load of yards, patios, courts and similar outdoor areas shall be assigned by the building official in accordance with their anticipated use. Such outdoor areas accessible to andilsable b the building occu ants shall be nmvi with a means of egress as requue y chapter. Where 1997 UNIFORM BUILDING CODE PdA, 1003.233 Maintaining width. If the minimum required width of the means of egress system increases along the path of exit trav- el based on cumulative occupant loads served, such width shall not be reduced or otherwise diminished to less than the largest minimum width required to that point along the path of exit travel. EXCEPTION: In other than Gmup Il, Divisions 1, 2,3 and 7 Occu- pancies, the width of exterior exit doors from an exit enclosure may be �K based on the largest occupant load of all levels served by such exit en- closure multiplied by a factor of 0.2 (5.08). 1003.23.4 Exiting from adjacent levels. No cumulative or con- tributing occupant loads from adjacent building levels need be considered when determining the required width of means o egress components from a given level &v, r, 1,4 q 7=6 r7 `y u0 4411FFt�a�`'" Where an exit from an upper floor and a lower floor converge ati5 an intermediate floor, the width of the exit from the intermediate floor shall be based on the sum of the occupant loads of such upper and lower floors. NvGu VLLW V Vl 61c6 nano w wuuauwou w we uway. ..� ..... ..........• ..- egress system o at g. 1003.23.5 Two-way exits. Where exit or exit - access doorways serve paths of exit travel from opposite directions, the width of 1003.2.2.2.5 Reviewing stands, grandstands and bleachers. such exit or exit - access doorways s e ase on the largest oc- The occupant load for reviewing stands, grandstands and bleach- '� cupant load served. Where such exit of exit - access doorways are 2'2 ers shall be calculated in accordance with Section 1003.2.2.2 and required to win in the direction of exit travel by Section the specific requirements contained in Section 1008. yI,11a d 1003.3.1.5, separate exit wr for eat pa o exit travel shall be 1SUE' provided based on the occupant load of the area that � �is�served. 1003.2.2.3 Maximum occupant load. LjCgf'�+`tr� ttEW �1h- thislr�i =t9 - iq,, PL A 1003.2.4 Height cc t as ec ed a ewhere c apter,�. f IAJ 1003.2.23.1 Assembly occupancies. The maximum occupant tkJ the means of egress systems all have a clear height o not ess�(,h4 tt load for an assembly occupancy shall not exceed the occupant than 7 feet (2134 mm) measured vertically from the walking sur- ��tF oa termined in accordance with Section 1003.2.2.2. face to the lowest projection from tile ccerimg or over eau stmt- {t1,>1 1 ay 19 EXCEPTION: When approved by the building official, the occu- foie. p d for an assem y occupancy may be increased, provided the EXCEPTION: Sloped ceilings permitted by Section 310.6.1. - t loa tTY� y! um occupant load served does not exceed the capacity of the cans of egress system for such increased number of occupants. or temporary increases of occupant loads in places of assem- \ y, see the Fire Code. 1003.2.23.2 Other occupancies. For other than assembly occu- pancies, an occupant load greater than that determined in accord- ance with Section 1003.2.2.2 is permitted; however, the means of egress system shall comply with the requirements of this chapter for such increased occupant load. 1003.2.2.4 Minimum occupant load. An occupant load less than that determined in accordance with Section 1003.2.2.2 shall not be used. pyl,- 03)1,. 1003.2.2.5 Revised occupant load. No increase in occupant load shall be made to any existing building or structure unless the means of egress system is made to comply with the requirements of this chapter for such increased occupant load. See Section 3405. 1003.2.3 Width. 1003.2.5 Exit continuity. The path of exist travel along a means of j egress sball not be interrupted by any burllii element other th a means of egress component as specific m chapter. Obstruc- tions shall not be placed in the required width of a means of egress except projections permitted by this chapter. The required capac- ity of a means of egress system shall not be diminished along the µ` path of exit travel jp 1003.2.6 Changes in elevation. All exterior elevation changes n and(mterior elevation changes of 12 inches (305 mm) or mor] along the path of exit travel shall be made by steps, stairs or stair- 9� ways conforming with the requirements of Section 1003.3.3.3 or ramps conforming with the requirements of Section 1003.3.4. Interior elevation changes of less than 12 inches (305 mm) along the path of exit travel serving an occupant load of 10 or more shall be by ramps conforming with the requirements of Section 1003.3.4. EXCEPTIONS: 1. In Group R Division 3 Occupanmes and within individual dwelling units of Group It, Division 1 Occupancies 2 Along aisles adjoining seating areas 1003.23.1 General. The width of the means of egress system or 10032.7 Elevators or escalators. Elevators or escalators shall QA any portion thereof shall be based on the occupant load served. not be used as a required means of egress component. vA 1� 10032.8 Means of egress identification, ` 1003232 Minimum width. The width, in in (mm), of ady ,\ component in the means of egress system shall not be less than the 10032.8.1 General. For the purposes of Section 1003.2.8, the product determined by multiplying the total occupant load served0 term "exit sign„ shall mean those required signs that indicate the by such component by the applicable factor set forth in Table path of exit travel within the means of egress system. 1ilY 10-B. In no case shall the width of an individual means of egress i� 1003.2.82 Where required. The path of exit travel to and within JIt , component be less than the minimum required for such compo- exits n a building shall be identified by exit signs conforming to tJ/y/ nent as specified elsewhere in this chapter. the requirements of Section 1003.2.8. Exit signs shall be readily i Where more than one exit or exit- access doorway serves a visible from any direction of approach. Exit signs shall be located Abuilding or portion thereof, such calculated width may be divided as necessary to clearly indicate the direction of egress travel. No Irl approximately equally among the means of egress components point shall be more than 100 feet (30 480 mm) from the nearest serving as exits or exit - access doorways for that area. visible sign. ' I ti h'A 1 -108 . `db �l-n,� Ica N �, �J��4%� `t' \��4 1997 UNIFORM BUILDING CODE — /`( ij fl4a- JW1 � ® ' ° f i i�u- �X /T dQd/ZS 1003.2.8.2 1003.3.1.2 ¢JusT f1fN lss (1�. SW6r t'�! b+rxtiaeal ° sr°PZAVeL ,a, "U, hf tg,( Dom' EXCEPTIONS: 1. Main exterior exit doors that obviously and clearly are identifiable as exit doom need not have exit signs when approved by the building official * 2. Rooms or areas that require only one exit or exit access. 0 3. In Group R, Division 3 Occupancies and within individual units of Group R, Division 1 Occupancies. 4. Exits or exit access from rooms or areas with an occupaut load of less than 50 where located within a Group I, Division 1.1, 1.2 or 2 Occupancy or a Group E, Division 3 daycare occupancy 1003.2.83 Graphics. The color and design of lettering, arrows and other symbols on exit signs shall be in high contrast with their background. Exit signs shall have the word 'T=' on the sign in block capital letters not less than 6 inches (152 mm) in height with the means of egress system shall comply with he m qQ� m of---- this section. These means of egress components may be selec- tively included in the exit access, the exit or the exit discharge por- tions of the means of egress system. 1003.3.1 Doors. 1003.3.1.1 General. For the purposes of Section 1003.3.1, the tgrm "exit door" shall mean all of those doors or doorways along lice nth of exit travel anywhere in a means of egress systegl. �eS5 APO % ralCt'I /flE P- EWUI21n14 SLGN/+l�e) .1. o serving a metes of egress system shall comply `dT with the r uvemen lion 1003.3.1. Where additional /���j doors are mstalle or egress purposes they s coh l nform to all! y?, ipot less than 8 me mail. Signs with a enng target tlian the Exit doors shall be readily distinguishable from the a3j minimum dimensions estairTrshed herein shall have the letter construction and shall be easily recognizable as exit doors. width, stroke and spacing in proportion to their height. rors or similar reflecting materials shall not be used on exit t 1003.2.8.4 Illumination. Exit signs shall be internally or exter- nally illuminated. When the face of an exit sign is illuminated from an external source, it shall have an intensity of not less than 5 footcandles (54 Lx) from either of two electric lamps. Internally illuminated signs shall provide equivalent hipmance and be listed for the purpose. ,/j[�(.c. i.OX.sU EXCEPTION: Approv self - luminous signs that provide evenly illuminated letters that have a mmimum luminance of 0.06 foot lambert 10033.1.2 Special doors. Revolving, sliding and overhead >jum erving an occupant load of 10 or more shall not be used as required exit doors. -&O4. 4qr NAB S G7tt. EXCEPTIONS: 1. Approved revolving doom having leaves that will collapse under opposing pressures may be used, provided 11 Such doors have a minimum width of 6 feet 6 inches (1981 (0.21 cd/m2). l$ mm. OTALtx!D�- �lDj�l NOT �A, LEAT"� 1003.2.8.5 Power source. All exit signs shall be illuminated at " all times. To ensure continued illumination for a duration of not 1 1� _ "�,t!' 1 less than 11/2 hours in case of primary power loss, the exit signs c _,few l shall also be connected to an emergency electrical system pro- r required width when computing means of egress width i vided from storage batteries, unit equipment or an on -site genera- 2. Horizontal sliding doors complying with C Standard 7 -8 maK for set, and the system shall be installed in accordance with the be used Electrical Code. For high -rise buildings, see Section 403. t 2.1 In elevator lobby separations. 5� 1 2.2 In other than Groups A and H Occupancies, where smoke now illumination independent of an external power source. b barriers are required. ` 1003.2.9 Means of egress illumination. 2 23 In other than Croup H Occupancies, where serving an own - pant load of less than 50 first ja Q� 1003.2.9.1 General. An time a building is occupied, the means a scL �� fib' of egress shall be mummated at an intensity o no ess an . not- b be used for egress purposes. Such doors, where swinging, shall tl can e a e nor eve h have two guide rails installed on the swing side projecting out y EXCEPTIONS: 1. In Croup R, Division 3 Occupancies and within f from the face of the door jambs for a distance not less than the wid- individual =is of Group R, Division 1 Occupancies e est door leaf Guide rails shall not be less than 30 inches (762 mm) 2. In auditoriums, theaters, concert or opera halls, and similar i in height with solid or mesh panels to prevent penetration into assembly uses, the illumination at the floor level may be reduced dm- d door swing and shall be capable of resisting a horizontal load at top ing performances to not less than 0.2 footcandle (2.151x), provided that o of mil of not less than 50 pounds per lineal foot (730 N /m). the required illumination be automatically restored upon activation of a premise's fire alarm system when such system is provided E EXCEPTIONS: 1. Walls or other types of separators may be used ' h f t 1003.2.9.2 Power supply. The power supply for means of egress illumination shall normally be provided by the premises' electri -, cal sumoly. In the event of its failure, illumination shall be antn- more Such emergency systems shall be mstalleo m ith me Electrical Code., g�Dtt For high -rise buildings, see Section 403. 1003.2.10 Building accessibility. In addition to the requirements of this chapter, means of egress, which provide access to, or egress from, buildings for persons with disabilities, shall also comply with the requirements of Chapter 11. 10033 Means of egress coons nents. Doors gates, stairways and ramps that are incdrpora ee into Te design of any portion of ,rt m eu o e ove gm a provt e e m 2 Guide rails in industrial or commercial occupancies not accessi- ble to the public may comply with the exception to Section 509.3. 3 Doom swinging toward flow of traffic shall not be permitted unless actuating devices start to function at least 8 feet 11 inches (2718 mm) beyond the door in an open position and guide rails extend 6 feet 5 inches (1956 mm) beyond the door in an open position Clearances for guide rails shall be as follows: 1. Six inches (152 mm) maximum between rails and leading edge of door at the closest point in its arc of travel. 2. Six inches (152 mm) maximum between rails and the door in an open position. 3. Two inches (51 mm) minimum between rail at hinge side and door in an open position. 4. Two inches (51 mm) maximum between freestanding rails and jamb or other adjacent surface. 3LD 0 3 - 2 2 6 1 -107 ACCESSIBILITY DESIGN FOR ALL 66" min. with wall - mounted PUBLIC TOILET ROOMS UNOBSTRU Public toilet rooms should be located so as to be found easily, and to minimize physical stress and travel distance In addition to adequate clearance *LOOP -TYPE through doorways, careful attention must be given to the provision of sufficient wheelchair maneuvering space through vestibules and partitioned entrance ACCESSIBI spaces. The Interior of the room must allow space for a wheelchair user to gain access to all of the facilities, and to turn full circle All mechanisms must be reachable and operable by persons who have reach and manipulative limitations. Properly utilized, the clearance underneath fixtures can be Included as part of the unobstructed floor space, thus reducing UNOBSTR' room size. In public toilet rooms with numerous fixtures, it Is best to locate the accessible fixtures where the ACCESSIE wheelchair, or persons using walking aids, will not obstruct access to other fixtures. In toilet rooms used predominantly by children, fixture heights should be appropriately adjusted. The drawing on the far right of the facing page il- *PRIVACY lustrates the permissible overlap of fixtures and unobstructed floor space for a toilet room with one water closet. The drawings of alternate vestibule Accessle arrangements demonstrate recommended solutions that do not create the physical hardship of passing through two doorways. Note: It is important that fixture placement and sizes comply strictly with the regulations, since de- UNOBSTF viations can cause serious problems in use and safety. UD03 -22 t An Illustrated Handbook 1105.2.2 Toilet Facilities. Toilet facilities located within accessible dwelling units, guest rooms and congregate residences shall comply with Sections 1106.11 and 1106.27. EXCEPTION: Within accessible dwelling units, only one toilet facility need be accessible In each toilet facility in other occupancies, at least one wheelchair accessible toilet stall with an accessible water closet shall be provided. In addition, when there are 6 or more water closets within a toilet facility, at least one ambulatory accessible toilet stall complying with Section 1106.11 4 shall also be installed. Where urinals are provided, at least one unnal shall be accessible. 1105.2.3 Lavatories, mirrors and towel fixtures. At least one accessible lavatory shall be provided within I— z S Y N 44" (FORWARD APPRO CH) any toilet facility. Where mirrors, towel fixtures and other toilet and bathroom accessories are provided, at least one of each shall be accessible. 1106.11 Bathrooms, Toilet Rooms, Bathing Facilities and Shower Rooms. 1106.11.1 General. Bathrooms, toilet rooms, bathing facilities, and shower rooms shall be designed in accordance with this section For dwelling units, see also Section 110627. 1106.11.2 Unobstructed floor space. An unobstructed floor space shall be provided within bathrooms, toilet rooms, bathing facilities and shower rooms of sufficient size to inscribe a circle with a diameter not less than 60 inches (1525 mm) Doors in any position may encroach into this space by not more than 12 inches (305 mm). The clear floor spaces at fixtures, the accessible route of travel and the unobstructed floor space may overlap. FLUSH MECHANISM AWAY FROM WALL SIDE m I � s T }n O t 8" MA . I G ACCESSIBILITY DESIGN FOR ALL WATER CLOSET COMPARTMENTS The regulations require that where more than 5 water closets are located within a toilet room, in addition to the wheelchair accessible compartment, one stall must provide ambulatory accessibility [cf Sec. 1106.11.4; Appendix A, p. 16]. This configuration provides assistance to the person who may use crutches, a walker, or leg brace, or who may have difficulty in rising. The height of the water closet is established to allow for level horizontal transfer from the average size wheelchair. The most common method is a lateral transfer from the wheelchair to the water closet. This is accomplished by removing the arm of the chair and sliding across, and requires sufficient space for positioning the chair to the side of the water closet 48 Since there are many transfer techniques, it is necessary to provide space to allow for the wheel- chair to take various positions adjacent to the water closet (see illustration, below). Grab bars must be placed properly, so as to accom- modate as many individual requirements as possible. Wall- mounted grab bars are necessary, to avoid the obstructions created by floor- mounted grab bars. A swing -away grab bar on the wide side of the water closet may be added, to provide additional options. The compartment must be large enough to allow the wheelchair to turn so that the user may approach the water closet from a variety of positions, and close the door. Dispensers must be mounted within the reach of seated persons, and should not violate the required unobstructed space. There should be lever- or loop -type pulls on each side of the compartment door. A lower coat hook and small shelf are recommended The drawings on the facing page show some of the preferred alternatives for installing accessible water closet compartments in existing toilet rooms. V] TOP OF GRAB BAR RECESSED is DISPENSER TOP OF SEAT m TOE SPACE 55" mm with wall -Mu med W C. 1106.11.3 Wheelchair accessible toilet stalls. 1106.11.3.1 Dimensions. Wheelchair accessible toilet stalls shall be at least 60 inches (1525 mm) in width Where wall -hung water closets are installed, the depth of the stall shall be not less than 56 inches (1420 mm), Where floor- mounted water closets are Installed, the depth of the stall shall be not less than 59 inches (1500 mm). Entry to the compartment shall have a clear width of 32 inches (815 mm). Toilet stall doors shall not swing into the clearFloorspace required for any fixture. Except for door swing, a clear unobstructed access not less than 481nches (1220 mm) to width shall be provided to toilet stalls. EXCEPTION.' Partitions may project not more than one inch, in the aggregate, into the required width of the stall 1106.11.3.2 Toe clearances. In any toilet stall, the front partition and at least one side partition shall provide a toe clearance of at least 9 inches (230 mm) above the floor. EXCEPTION. Toe clearance is not required in a stall with a depth greater than 60 inches (1525 mm). LOCATION ALTERNATIVES �4 An Illustrated Handbook 1106.11.3.3 Door hardware. Doors of accessible toilet stalls shall comply with Section 1106 3 1106.11.4 Ambulatory accessible toilet stalls. Ambulatory accessible toilet stalls shall be at least 36 Inches (915 mm) In width, with an outward swinging, self - closing door Grab bars shall be Installed on each side of the toilet stall and shall comply with Sections 1106.11.5 3 and 1106.11.11. 1106.11.5 Water closets. 1106.11.5.1 Clear floor space. The lateral distance from the center line of the water closet to the nearest obstruction, excluding grab bars, shall be not less than 18 inches (455 mm) on one side and 42 inches (1065 mm) on the other side In other than stalls, a clear floor space of not less than 32 inches (6 15 mm), measured perpendicular to the wall on which the water closet is mounted, shall be provided In front of the water closet. EXCEPTION. In other than a toilet stall, lavatory may be located within the clear floor space required for a water closet provided that knee and toe clearances for the lavatory comply with Section 1106 11 7 below and. 1 In :Type B dwelling units the edge of the lavatory shall be located not less than 15 Inches (360 mm) from the centerline of the water closet, or 2 In all other occupancies the edge of the lavatory shall be located not less than 18 inches (455 mm) from the centedme of the water closet 1106.11.5.2 Height. The height of water closets shall be a minimum of 17 inches (430 mm) and a maximum of 19 inches (485 mm) measured to the top of the seat. Seats shall not be sprung to return to a lifted position 1106.11.5.3 Grab bars. Grab bars shall be installed at one side and at the back of the water closet. The top of grab bars shall be not less than 33 Inches (840 mm) (840 mm) and not more than 36 inches (915 mm) above and parallel to the floor. Grab bars located at the side shall be a minimum 42 inches (1065 mm) in length located not more than 12 inches (305 mm) from the rear wall and extending at least 54 inches (1370 mm) from the rear wall. Grab bars located at the back shall be a minimum of 36 inches (915 mm) In length and shall extend at least 12 Inches (305 mm) beyond the center of the water closet toward the side wall and at least 24 Inches (610 mm) toward the open side of the water closet. Grab bars located at the back shall be mounted not more than 9 Inches (230 mm) behind the water closet seat. See also Section 1106.11 11. 1106.11.5.4 Flush controls. Flush controls shall be mounted for use from the wide side of the water closet area and not more than 44 inches (1118 mm) above the floor Flush valves shall comply with Section 1106.3. 1106.11.5.5 Dispensers and receptacles. Toilet paper and other dispensers or receptacles shall be installed within easy reach of the water closet and shall not interfere with grab bar utilization. 1106.11.6 'Urinals. A clear floor space measuring 30 inches (760 mm) in width by 48 Inches (1220 mm) in depth shall be provided in front of unnals to allow for forward approach. Urinal shields shall have a clear space between them of not less than 29 Inches (737 mm) and shall not extend farther than the front edge of the urinal rim. Urinals shall be stall -type or wall -hung with an elongated rim at a maximum of 17 inches (430 mm) above the floor. Flush controls shalt be mounted not more than 44 inches (1118 mm) above the floor. Flush valves shall comply with Section 1106.3. 49 PARKING SPACE To minimize travel distance, accessible parking must be located in those parking spaces nearest the accessible entrance. The wider space Is essen- tial for a person to transfer Independently from a wheelchair to an automobile, or to operate a van lift. Because these functions are very difficult to perform on slopes, the surface may not slope in any direc- tion more than 1:48. The accessible parking space must have direct access to the walkway, to avoid the hazard of entering the vehicular roadway. Where there Is a grade separation between the parking space and the walk, a curb ramp or cut must be provided. Curb ramps must not project Into the parking space or the access aisle. It is very important to place the signage as specified, so that parking space can be found easily. It is recommended that a large Symbol of Access (white on a blue background) also be painted on the parking surface, further to discourage use of the space without the required state permit. However, each space is required to be identified by a permanent posted sign at the head of the stall. A new requirement in the 1992 regulations, and in the Americans with Disabilities Act of 1990, is for "van accessible" parking spaces (8 feet wide with an 8- foot -wide access aisle adjacent), and a sign with the words, "van accessible," mounted below the standard sign. This is required for all parking except at residential occupancies, and is recommended there, also. The adjacent drawing indicates some alternative ar- rangements for adapting standard parking spaces. It is reasonable to use simultaneously the extra width as a pedestrian walkway It also is possible to share the extra space with the adjacent parking space, thus giving the person who is using a wheelchair the option of entering the automobile from either side. Where a fire lane Is required between accessible parking space(s) and the accessible building an- trance(s), a designated pedestrian walkway must be provided. 22 ACCESSIBILITY DESIGN FOR ALL it is important that the curb ramp which connects parking space to a walkway be aligned with, and be a continuation of, the access aisle, to prevent its obstruction by vehicles. Section 1107.3 of the regulations states that every barrier -free parking space is required to have a sign "centered between 3 and 5 feet (915 mm and 1525 mm) above the parking surface...." Literally interpret- ed, this language can be understood to limit the sign placement to a location centered at 4 feet above the surface. The intent, however, is that the sign be mounted with the center from 3 feet to 5 feet up; it may be et3 feet or at 5 feet, according to conditions, or anywhere between. 17 BY 18" SIGN WITH INTERNATIONAL SYMBOL OF ACCESS s - -O" TO 8' -O" ABOVE GRADE FIRM. STABLE (PAVED) SURFACE SLOPING NOT MORE THAN 1:48 4 WALKWAY STRIPES PAINTED - ON SURFACE TO DISCOURAGE PARKING VIOLATION ACCESSIBLE` SIGN I INTERNATIONAL SLD 0 3 -226 WITH ACCESS AISLES AS SHOWN An Illustrated Handbook SECTION 1107 — PARKING FACILITIES 1107.1 Accessible Parking Required. 11071.1 General. For other than Group R, Division 1 apartment buildings, when parking lots or garage facilities are provided, accessible parking spaces shall be Provided in accordance with Table No 11 -F 11071.2 Inpatient and outpatient medical care facilities. For Group 1, Division 1 1, 12 and 2 units and facilities specializing in the treatment of persons with mobility impairments on either an inpatient or outpatient basis, 20 percent of parking spaces provided accessory to such unit and facilities shall be accessible 1107.1.3 Outpatient medical care facilities. For Group I, Division 1.1 and 1.2 Occupancies providing outpatient medical care facilities, 10 percent of the parking spaces Provided accessory to such occupancies shall be accessible. 1107 1.4 Apartment buildings. For Group R, Division 1 apartment buildings where parking is provided, one accessible packing space shall be provided for each Type A dwelling unit and reserved for its occupants. In addition, where the total parking provided on a site exceeds I Parking space per dwelling unit, not less than 2 percent and in no case less than 1 space, of this additional Parking sha0 be accessible. 11071.5 Van parking. For other than Group R, Division 1 apartment buildings, where accessible parking is required, one of every eight accessible parking spaces, or fraction thereof, shall be designed to be accessible to vans. 1107.1.6 Location of parking. Accessible parking spaces shall be located on the shortest possible accessible route of travel to an accessible building entrance In facilities with multiple accessible building entrances with adjacent parking, accessible parking spaces shall be dispersed and located near the accessible entrances. Wherever practical, the accessible route of travel shall not cross lanes of vehicular tragic Where crossing traffic lanes is necessary, the route of travel shall be designated and marked as a crosswalk. EXCEP170Ndri multilevel parking structures, all accessible van parking spaces may be located on the same level 1107.2 Design and Construction. 1107.2.1 General, When accessible parking spaces are required by this section, they shall be designed and constructed in accordance with this section. 1107.2.2 Size. Parking spaces shall be not less than 96 inches (2440 mm) in width and shall have an adjacent access aisle not less than 60 inches (1525 mm) in width Van accessible parking spaces shall have an adjacent access aisle not less than 96 inches (2440 mm) in width. Where two adjacent spaces are provided, the access aisle maybe shared between the two spaces Boundaries of access aisles shall be marked so that the aisles will not be used as parking space 11072.3 Vertical Clearance. Where accessible parking spaces are required for vans, the vertical clearance shall be not less than 114 inches (2695 mm) at the parking space and along at least one vehicle access route to such spaces from site entrances and exits. 11072.4 Slope. Accessible parking spaces and access aisles shall be located on a surface with a slope not to exceed 1 vertical in 48 horizontal. 11072.5 Surface. Parking spaces and access aisles shall be firm, stable, smooth and slip resistant. 1107.3 Signs. Every parking space required by this section shall be identified by a sign, centered between 3 and 5 feet (915 mm and 1525 mm) above the parking surface, at the head of the parking space. The sign shall include the International Symbol of Access and the phrase "State Disabled Parking Permit Required ". Van accessible parking spaces shall have an additional sign mounted below the International Symbol of Access identifying the spaces as "Van Accessible " EXCEPTION., Where all of the accessible parking spaces comply with the standards for van accessible parking spaces. (See also Section 1106.272) 1103.1.9 Other Parking Facilities. Principal use parking facilities which are not accessory to the use of any buI lding or structure shall provide accessible spaces in accordance with Table No 11 -F. (of Sec. 110324 for sign requirement for the Inter- national Symbol of Access at accessible parking spaces ) 23 BUILDER / CONTRACTOR RESPONSIBILITIES IT IS THE RESPONSIBILITY OF THE BUILDER /CONTRACTO TO INSURE THAT ALL PROJECT PLANS AND SPECIFICATIONS COMPLY WITH THE APPLICABLE REQUIREMENTS OF ANY GOVERNING BUILDING AUTHORITIES THE SUPPLYING OF SEALED ENGINEERING DATA AND DRAWINGS FOR THE METAL BUILDING SYSTEM DOES NOT IMPLY OR CONSTITUTE AN AGREEMENT THAT METALLIC BUILDING COMPANY OR ITS DESIGN ENGINEER IS ACTING AS THE ENGINEER OF RECORD OR DESIGN PROFESSIONAL FOR A CONSTRUCTION PROJECT THE CONTRACTOR MUST SECURE ALL REQUIRED APPROVALS AND PERMITS FROM THE APPROPRIATE AGENCY AS REQUIRED APPROVAL OF METALLIC'S DRAWINGS AND CALCULATIONS INDICATE THAT METALLIC BUILDING COMPANY CORRECTLY INTERPRETED AND APPLIED THE REQUIREMENTS OF THE CONTRACT DRAWINGS AND SPECIFICATIONS (SECT 4 21 RISC CODE OF STANDARD PRACTICES, 9TH Ed ) WHERE DISCREPANCIES EXIST BETWEEN METALLIC'S STRUCTURAL STEEL PLAINS AND THE PLANS FOR OTHER TRADES, THE STRUCTURAL STEEL PLANS SHALL GOVERN (SECT 3.3 AISC CODE OF STANDARD PRACTICE 9TH ED} DESIGN CONSIDERATIONS OF ANY MATERIALS IN THE STRUCTURE WHICH ARE NOT FURNISHED BY METALLIC BUILDING COMPANY ARE THE RESPONSIBILITY OF THE CONTRACTORS AND ENGINEERS OTHER THAN METALLIC BUILDIING COMPANY'S ENGINEERS UNLESS SPEC] IICALLY INDICATED THE CONTRACTOR IS RESPONSIBLE FOR ALL ERECTION dF STEEL AND ASSOCIATED WORK IN COMPLIANCE WITH METALLIC BUILDING COMPANY'S "FOR CONSTRUCTION" DRAWINGS PRODUCTS SHIPPED TO BUILDER OR HIS CUSTOMER SHALL BE INSPECTED BY BUILDER IMMEDIATELY UPON ARRIVAL CLAIMS FOR SHORTAGES OR DEFECTIVE MATERIAL IF NOT PACKAGED MUST BE MAILED TO ]METALLIC IN WRITING WITHIN FIVE (5) DAYS AFTER, RECEIPT OF THE SHIPMENT HOWEVER, IF A DEFECT IS OF SUCH A NATURE THAT REASONABLE VISUAL INSPECTION WOULD FAIL TO DISCLOSIE IT, THEN THE CLAIM MUST BE MADE WITHIN FIVE (5) DAYS AFTER THE BUILDER LEARNS OF THE DEFECT. ]METALLIC WILL NOT BE LIABLE FOR ANY DEFECT UNLESS CLAIM IS MADE WITHIN ONE (1) YEAR AFTER DATE OF THE ORIGINAL SHIPMENT BY METALLIC TO BUILDER OR HIS CUSTOMER METALLIC WILL BE GIVEN A REASONABLE OPPORTUNITY TO INSPECT DEFECTIVE MATERIALS UPON RECEIPT OF CLAIM BY BUILDER I IF A DEFECT IS OF SUCH NATURE THAT IT CAN BE REMEDIED BY A FIELD OPERATION AT THE JOB SITE WITHOUT THE NECESSITY OF RETURNING THE MATERIAL TO METALLIC, THEN UPON WRITTEN AUTHORIZATION OF METALLIC THE BUILDER MAY REPAIR OR CAUSE THE MATERIAL TO BE REPAIRED AND METALLIC WILL REIMBURSE THE BUILDER FOR THE COST OF THE REPAIR IN ACCORDANCE WITH THE WRITTEN AUTHORIZATION ALL BRACING AS SHOWN AND PROVIDED BY METALLIC FOR THIS 13UILOING IS REQUIRED AND SHALL BE INSTALLED BY THE ERECTOR AS A PERMANENT PART OF HE STRUCTURE TEMPORARY SUPPORTS, SUCH AS TEMPORARY GUYS, BRACES, FALSE WORK, CRIBBING OR OTHER ELEMENTS REQUIRED FOR THE ERECTION OPERATION WILL BE DETERMINED AND FURNISHED AND INSTALLED BY THE ERECTOR THESE TEMPORARY SUPPORTS WILL SECURE THE STEEL FRAMING, OR ANY PARTLY ASSEMBLED STEEL FRAMING, AGAINST LOADS COMPARABLE IN ]INTENSITY TO THOSE FOR WHICH E STRUCTURE WAS DESIGNED, RESULTING FROhI WIND, - PERFORMANCE OF W RK BY T LOADS RESULTING FROM THE 0 "' N ERECTION OPERATION_ BUT NOT H� SEISMIC FORCER AND E E ii OR THE ACTS OF OTHERS, ]NOR SUCH UNPREDICTABLE LOADS AS THOSE DUE TO TORNADO, EXPLOSION OR COLLISION (SECT 79.1 AISC CODE OF STANDARD PRACTICE, 9TH ED 1l) DESIGN OF GUTTER AND DOWNSPOUT IS A FUNCTION OFL THE RAINFALL INTENSITY AND AREA TO BE DRAINED DESIGN PARAMETERS UTILIZED ARE IN ACCORDANCE WITH THE 1986 LOW RISE BUILDING SYSTEMS MANUAL AND /OR THE 9TH EDITION OF THE ARCHITECTURAL GRAPHIC STANDARDS, AS APPLICABLE. PROPER OWNER MAINTENANCE DICTATES THAT THE DRAINAGE SYSTEM BE KEPT FREE AN CLEAR OF DEBRIS AND /OR ICE AT ALL TIMES TO ENSURE PROPER FUNCTION) OF THE GUTTER AND DOWNSPOUT IN THOSE CASES WHERE THE OWNER /TENAINT OF A PROPERTY IS UNWILLING OR UNABLE TO PROVIDE PROPER. MAINTENANCE, ELIMINATION OF GUTTER SHOULD BE CONSIDERED AS AN ALTERNATIVE I .m METALLIC BUILDING COMPANY IS A MEMBER. OF THE ]MET/ METALLIC BUILDING COMPANY'S FABRICATION AND PRODU CERTIFICATIONS 1 APPROVED FABRICATOR OF PREFABRICATED BUILDIN( 2. SBCCI COMPLIANCE REPORT NO 9461A 3 AISC METAL BUILDING CERTIFICATION PROGRAM 4 CITY OF HOUSTON APPROVED FABRICATOR (REGISTR 5 WISCONSIN PRODUCT APPROVAL NUMBER. 200115 -M 6. CLARK COUNTY, NEVADA APPROVED FABRICATOR 7 CITY OF LOS ANGELES, CALIFORNIA APPROVED TYPE 8 CANADIAN WELDING BUREAU CERTIFICATION TO CSA 9 TEXAS DEPT OF INSURANCE PRODUCT EVALUATION THE FOLLOWING CONDITIONS APPLY IN THE EVENT THAT TF A) IT 15 IMPERATIVE THAT ANY CHANGES TO THESE BRA 1) BE MADE IN CONTRASTING INK 3) HAVE ALL INSTANCES OF CHANGE t9 FAR] Y INDICA-. 2) BE LEGIBLE AND UNAMBIGUOUS. B) DATED SIGNATURE IS REQUIRED ON ALL PAGES C} MANUFACTURER RESERVES THE RIGHT TO RE- SUBMIT TO AVOID MISFABRICATION THIS MAY IMPACT THE DE D) APPROVAL OF THESE DRAWINGS INDICATES CONCLUSI INTERPRETED THE CONTRACT REQUIREMENTS, AND FU DRAWN, OR AS DRAWN WITH INDICATED CHANGES PEI BY MANUFACTURER C} ANY CHANGES NOTED 014 THE DRAWINGS NOT IN COP CONTRACT BETWEEN MANUFACTURER AND ITS CUSTOI SUBSEQUENTLY SPECIFICALLY ACKNOWLEDGED AND Al DOCUMENTATION MANUFACTURER RECOGNIZES THAT APPROVAL, DISAPPROVAL, REJECTION, OR MERE REVII DOES NOT ACCEPT CHANGES OR ADDITIONS TO CONT USE OF A STAMP OR SIMILAR INDICATION OF APPROX MANUFACTURER'S DRAWINGS BY THE CUSTOMER, ARC CONSIDERED AS-UNACCEPTABLE ALTERATIONS TO THE CONTRACTUAL RIGHTS AND OBLIGATIONS EXISTING BE BUILDING MANUFACTURERS ASSOCIATION 3 ARE COVERED BY ONE OR MORE OF THE FOLLOWING AND COMPONENTS REFERENCE ICBO REPORT NO FA. -337 NO 164) FABRICATOR (LA #1604) ANDARD WL71 IN DIVISION 1 (SYMBOL PY72(HOUSTON, TX)) IL NOTES SE DRAWINGS ARE USED AS APPROVAL DRAWINGS FIGS WINGS WITH EXTENSIVE OR COMPLEX CHANGES REQUIRED Y SCHEDULE THAT METALLIC HAS CORRECTLY c CONSTITUTES AGREEMENT THAT THE BUILDING AS NTS THE TOTAL OF 'THE MATERIALS TO BE SUPPLIED i, �IMANCE WITH THE TERMS AND REQUIREMENTS OF THE ARE NOT BINDING ON MANUFACTURER UNLESS ED TO IN WRITING BY CHANGE ORDER OR SEPARATE ]BER STAMPS ARE ROUTINELY USED FOR INDICATING OF THE DRAWINGS SUBMITTED HOWEVER, MANUFACTURER ;TUAL TERMS AND CONDITIONS THAT MAY APPEAR WITH DISAPPROVAL, ETC. SUCH LANGUAGE APPLIED TO =CT, ENGINEER, OR ANY OTHER PARTY WILL BE DRAWING ]NOTES, AND WILL NOT ALTER THE EN MANUFACTURER AND ITS CUSTOMER. GENERAL NOTES THE STRUCTURE UNDER THIS CONTRACT HAS BEEN DESIGNED AND DETAILED FOR THE LOADS AND CONDITIONS STIPULATED IN THE CONTRACT AND SHOWN ON THESE DRAWINGS ANY ALTERATIONS TO THE STRUCTURAL SYSTEM OR REMOVAL OF ANY COMPONENT PARTS, OR THE ADDITION OF OTHER CONSTRUCTION MATERIALS OR LOADS MUST BE DONE UNDER THE ADVICE AND DIRECTION OF A REGISTERED ARCHITECT, CIVIL OR STRUCTURAL ENGINEER METALLIC BUILDING COMPANY WILL ASSUME NO RESPONSIBILITY FOR ANY LOADS NOl INDICATED THIS METAL BUII DUNG IS DESIGNED WITH METALLIC BUILDING COMPANY'S STANDARD PRACTICES WHICH ARE BASED ON PERTINENT PROCEDURES AND RECOMMENDATIONS OF THE FOLLOWING ORGANIZATIONS AND CODES 1 AMERICAN INSTITUTE OF STEEL CONSTRUCTION "SPEC] FI CAT] ON FOR THE DESIGN, FABRICATION AND ERECTION) OF STRUCTURAL STEEL FOR BUILDINGS" 2 AMERICAN IRON AND STEEL INSTITUTE- "SPECIFICATION FOR THE DESIGN OF COLD FORMED STEEL STRUCTURAL MEMBERS" 3 AMERICAN WELDING SOCIETY, "STRUCTURAL WELDING CODE" AWS D1.1 4 METAL BUILDING IMANUFACTURER'S ASSOCIATION "LOW RISE BUILDING SYSTEMS ]MANUAL" 5 INTERNATIONAL CONFERENCE OF BUILDING OFFICIALS. "UNIFORM BUILDING CODE" 6 SOUTHERN BUILDING CODE CONGRESS INTERNATIONAL "STANDARD BUILDING CODE" 7. BUILDING OFFICIAL AND CODE ADMINISTRATORS INTERNATIONAL "BOCA NATIONAL BUILDING CODE" 8 (NATIONAL BUILDING CODE OF CANADA MATERIAL PROPERTIES OF STEEL PLATE USED IN THE FABRICATION OF PRIMARY RIGID FRAMES, AND OTHER PRIMARY STRUCTURAL EXCLUSIVE OF QOLD- FORMED SECTIONS, CONFORM TO ASTIM-A529 OR A -572 FLANGES WITH THICKNESS OF ONE INCH OR LESS AND WIDTH OF 12" OR LESS CONFORM TO A -529 WITH A MINIMUM YIELD POINT OF 55,000 psi FLANGES GREATER THAN 1" IN THICKNESS OR 12" IN WIDTH CONFORM TO A -572 WITH A MINIMUM YIELD POINT OF 50,000 psi WEB MATERIAL CONFORMS TO ASTM -A35 MODIFIED WITH A MINIMUM YIELD POINT OF 46,000 psi. MATERIAL PROPERTIES OF PIPE SECTIONS CONFORM TO ASTM -A53 TYPE E, GRADE B WITH A MINIMUM YIELD POINT OF 35,000 psi MATERIAL PROPERTIES OF HOT ROLLED STEEL MEMBERS CONFORM TO THE REQUIREMENTS OF ASTM -A36 OR A572 WITH A MINIMUM YIELD POINT OF 50,000 psi. MATERIAL PROPERTIES OF COLD FORMED LIGHT GAGE STEEL MEMBERS CONFORM TO ASTM -A570 OR A6C7 GRADE 55 MODIFIED WITH A MINIMUM YIELD POINT OF 57,000 psi MATERIAL PROPERTIES OF ROOF /WALL SHEETING, BASE METAL CONFORM TO ASTM -A792 GRADES D OR E WITH MINIMUM YIELD POINTS OF 50,000 psi AND 80,000 psi RESPECTIVELY, AS REQUIRED BY DESIGN COATING OF BASE MATERIAL IS 55% ALUMINUM -ZINC ALLOY IN ACCORDANCE WITH AZ55 SPECIFICATIONS CABLE UTILIZED FOR BRACING CONFORMS TO ASTM A475. ROD AND ANGLE UTILIZED FOR BRACING MEMBERS CONFORM TO ASTM A36 STRUCTURAL JOINTS WITH AS.TTV A -325 HIGH STRENGTH BOLTS, WHERE INDICATED ON THE DRAWINGS, SHALL BE ASSEMBLED AND THE FASTENERS TIGHTENED IN ACCORDANCE WITH "TURN-OF-NUT" METHOD AS DESCRIBED IN THE SPECIFICATION FOR STRUCTURAL JOINTS USING AS.TM A -325 OR A -490 BOLTS (11- 13 -85), UNLESS OTHERWISE NOTED ALL JOINTS WILL BE ASSEMBLED WITHOUT WASHERS UNLESS OTHERWISE NOTED ALL STEEL MEMBERS EXCEPT BOLTS. FASTENERS AND CABLE SHALL RECEIVE ONE SHOP COAT OF IRON OXIDE CORROSION INHIBITIVE PRIMER, ]MEETING THE PERFORMANCE REQUIREMENTS OF TTP -636 SHOP AND FIELD INSPECTIONS AND ASSOCIATED FEES ARE THE RESPONSIBILITY OF THE CONTRACTOR, UNLESS STIPULATED OTHERWISE IN THE CONTRACT. ]METALLIC BUILDING COMPANY WILL IDENTIFY PRIMARY STRUCTURAL STEEL WITH A MINIMUM YIELD POINT GREATER THAN 36,000 PSI BY MEANS OF A STICKER NEAR THE ERECTION MARK ON EACH SHIPPED PIECE. SECONDARY MEMBERS WITH A YIELD POINT EQUAL TO OR GREATER THAN 33,000 PSI SHALL BE IDENTIFIED BY MEANS OF A STICKER NEAR THE ERECTION MARK ON EACH SHIPPED PIECE (THIS IS ITV ACCORDANCE TO THE 1997 UBC SECTION 2203, SUB - SECTION 2203.2 AND 2203.3 ) SAFETY COMMITMENT METALLIC BUILDING COMPANY HAS A COMMITMENT TO MANUFACTURE QUALITY BUILDING COMPONENTS THAT CAN BE SAFELY ERECTED HOWEVER, THE SAFETY COMMITMENT AND JOB SITE PRACTICES OF THE ERECTOR ARE BEYOND THE CONTROL OF METALLIC BUILDING COIMI -HNY, IT IS STRONGLY RECOMMENDED THAT SAFE WORKING CONDITIONS AND .ACCIDENT PREVENTION PRACTICES BE THE TOP PRIORITY OF ANY JOB SITE LOCAL, STATE AND FEDERAL SAFETY AND HEALTH STANDARDS SHOULD ALWAYS BE FOLLOWED TO HELP INSURE WORKER SAFETY. MAKE CERTAIN ALL EMPLOYEES KNOW THE SAFEST AND MOST PRODUCTIVE WAY OF ERECTING A BUILDING EMERGENCY PROCEDURES SHOULD BE KNOWN TO ALL EMPLOYEES DAILY MEETINGS HIGHLIGHTING SAFETY PROCEDURES ARE ALSO RECOMMENDED THE USE OF HARD HATS, RUBBER, SOLE SHOES FOR ROOF WORK, PROPER EQUIPMENT FOR HANDLING MATERIAL, AND SAFETY NETS WHERE APPLICABLE, ARE RECOMMENDED 3UILDING DESCRIPTION: BASIC SIZE WITH LENGTH HEIGHT ROOF RICH LEFT RIGHT BLDG "A" CS 100' -0 100' -6 24' -0 2 12 BEARING FRAME EXP M FRAME BLDG "B" CS UNSYMIM 100' -0 94' -6 31' -312 FS 25.72 TE -IN BLARING FRAME BLDG "C" 1 LEAN -TO 45' -0 95' -3 30' -44 FS 25'12 BEARING TRAME BEARING FRAME WARNING- IN NO CASE SHOULD GALVALUME STEEL PANELS BE USED IN CONJUNCTION WITH LEAD OR COPPER BOTH LEAD AND COPPER HAVE HARMFUL CORROSION EFFECTS ON THE ALUMINUM ZINC ALLOY COATING WHEN THEY ARE USED IN CONTACT WITH GALVALUME STEEL PANELS EVEN RUN -OFF FROM COPPER FLASHING, WIRING, OR TU31NG ONTO GALVALUME SHOULD BE AVOIDED_ BASE CONDITION SHEETING BLANKET TYPE INSUL4TION NONE 2NA /26Cn "DOUBLE-LOK" & "PBR" / GALVM PLUS ROOF NONE BY MANUFACTURER= BY OTHERS I� ROOFS WALL I� UL -250 NONE 26 Ca "PBU' / TB0 WALL SELF ORILLINC SCREWS * ZINC CAPPEI TAPE SEAL TRIM (1/8" POP RIVETS AT SPLICES) MEMBER ROOF( 112 a lit ) STITCH ROOF( 114 x I J ANCHOR BOLTS 3/8 "O 26 Ca TBB I RAKE_ MEMBER WALL( 112 X 1� ) STITCH WALL( 114 x ) BY OTHERS i' ED 26 Cu TBD SAVE RAKE TO ROOP SiI1CN RAKE TO WILL STITCH WARRANTIES 26 U TIRE GUTTER GUTTER TO ROOF STNtN GUTTER STRAPS STITCH i8Y BUILDING h ANUFACTUREI UL 90 YES Na 26 !N TBD DOWNS CORNER TRIM STITCH RAKE ANGLE. MEMBER 20 YR ROOF YES Na 26 Gi 19D CDRNER ADDITIONAL FEATURES 20 YR WALL YES NO 26 Ca TMD ACCESS BUILDING LOADS THIS IS TO CERTIFY THAT THIS STRUCTURE IS DESIGNED UTILIZING THE LOADS INDICATED AND APPLIED AS REQUIRED BY UBC 1997 THIS CERTIFICATION IS LIMITED TO THE STRUCTURAL DESIGN OF THE FRAMING AND COVERING PARTS MANUFACTURED BY THE BUILDING MANUFACTURER AND AS SPECIFIED IN ]HE CONTRACT ACCESSORY ITEMS SUCH AS DOORS, WINDOWS, LOUVERS, TRANSLUCENT PANELS, VENTILATORS ARE NOT INCLUDED ALSO EXCLUDED ARE OTHER PARTS OF THE PROJECT NOT PROVIDED BY THE BUILDING ]MANUFACTURER, SUCH AS FOUNDATIONS, ]MASONRY WALLS, MECHANICAL EQUIPMENT AND THE ERECTION AND INSPECTION OF THE BUILDING THE BUILDING SHOULD BE ERECTED ON A PROPERLY DESIGNED FOUNDATION IN ACCORDANCE WITH THE BUILDING MANUFACTURER'S DESIGN MANUAL, THE ATTACHED DRAWINGS, AND GOOD ERECTION PRACTICES. THE CONTRACTOR AND /OR ENGINEER OF RECORD IS TO CONFIRM THAT THESE: LOADS COMPLY WITH REQUIREMENTS OF THE LOCAL BUILDING DEPT EDGE DEAD I OAF) 25 FEE ( FOR ROOF PANELS AND PURLINS) DRAWING INDEX COI I ATFRAI DEAD I OAD 50 PEE ISSUE PACE DESCRIPTION ROOF IVF OAD A Of Y 1 COVER SHEET PRIMARY FRAMING 200 PSF A EST of I INST4LLAPON PROCEDURES SECONDARY FRAMING 209 PSF AUXII fARY IVF OAD - PSF O FI al 2 ANCHOR SOLT SKIING PLAN GROUND- SNOW I GAD N/A PSF ( C e = 7 ) O F2 al 2 BASE B DETAILS AND REACTIONS ROOF SNOW I CAD 250 PSF WIND I OAF) 80 MPH, EXPOSURE _ C SSESIMIC 70NF 3 ,AO =31 ,A V = 54 A E1 of 11 ROOF FRAMING PLAID Seismic Hazard Exposure Group A E2 of 11 ERECTION PLAN SEISMIC Performance Category = A E3 of 11 ERECTION PLAIN Site Coefficient - A E4 of 11 FRAME CROSS SECTION IMPORTANCE FACTORS Basic Structural System - Dual system with ordinary A E5 of U FRAME CROSS SECTOR WIND LOAD 10 moment frames of steel & A -6 of 11 FRAME CROSS SECTION - concentrically braced frames A E7 01 11 FRAME CROSS SECTON SNOW LOAD 10 Response Modification Factor (P) = A EB of 11 DETAIL SECTIONS SEISMIC LOAD 1 0 Deflection Amplification Factor (Od) — A E9 Df 11 DETAIL SECTIONS Analysis Procedure - Equivalent Lateral Force A 11 of 11 DETAIL SECTIONS MEZZANINE LOADS A Ell of 11 SHEETING & TRIMS LIVE LOA 1250 P DEAD LOAD 20.0 PSF COLL LOAD .5 PSF Must Comply With WA State Regs For Barrier -Free Facilities Or Design Per St. -Wide Amendment To UBC - "Ch 11 Accessibility" RAW FAI I INTENSITY IS FOUAI TO OF INCHES PER HOUR FOR A 5 MIN DURATION f5 YEAR MEAN RF('URRFNC, PERMIT MD 0 3- 2 2 A Ftr.; dTP Guilding Department prior tQ Maki ng changes B TICWf''d!'1fP ^,S NOME, Pans are approved ampBng any Snots or omissions. All work must Pass Inspection In conformance with ail aWkable codes and regulations. DRAWING STATUS AWWWOW FOR APERn:VAi NO DATE DESCRIPTION THESE DRAWINGS, BEING FOR APPROVAL, ARE BY DEF1141DON NOT A l7r 19-03 FOR PERMIT FINAL. AND ARE FOR CONCEPTUAL REPRESENTATION ONLY THEIR PURPOSE IS TO CONFIRM PROPER INTERPRETATION OF THE PROJECT DOCUMENTS. ONLY DRAWINGS ISSUED "FOR CONSTRUCTION' CAN BE CONSIDERED AS COMPLETE FOP PERMIT )' THESE DRAWINGS, BEING FOR PERMIT, ARE BY DEFINITION NOT FINAL IN THAT, AS A MINIMUM, PIECE MARKINGS ARE NOT IDENTIFIED. ONLY DRAWINGS ISSUED FOR CONSTRUCTION - CAN BE CONSIDERED AS COMPLETE FOR CONSTRUCTION FINAL DRAWINGS. ' !AN 0 5 2004 . k' MMB metallic but Ing co Pun 7301 FAIRVIEW • HOUSTON, TEXAS • PO BOX AG338 ZIP 77041 (713) 466 -7788 ZIP 77240 DESCRIPTION COVER SHEET SIZE SEE BUILDING DESCRIPTION SHEET C7 CUSTOMER JT CONSTRUCTION ��_ \INTAGE HARDWARE NONE] 0805 - 212346 C1 of 1 1 A Touch CUSTOMER SERVICE PROCEDURES 3 Material to be purchased from other than the Manufacturer, Including estimated quantities and cost UNLOADING, HANDLING, AND STORING MATERIALS 4 Maximum total cost of proposed corrective work and material to be purchased from other than the -up of these minor ob assns is the responsibility of the End Customer Shop primed steel which is coated gudaces when sheets are slid over one another Newer allow panels to be walked eU white on the Manufacturer stored m the held pending erection should be kept free of the ground, and so posehsned as to mmemeze ground In order to qtr you prompt sernces and keep problems to a minimum, pease handle any shortages or the following AUTHORIZATION FOR CORRFCTWT WORN If the error IS the fault of the IMO%fadufer, St9UGIUBAI. - A great amount 01 lime and trouble ran be saved If the budding Amts are unloaded at the water- haltlin packets, dust, mud, and other canhIfludon of the rimer film papers of damage to primed 9P P P surfaces and/or removal of foreign material due to improper field storage or Rough & Improper handling of a panel is Inexcusable & a prime example of poor job supervision bock charges In manner cdmmuy atglek your pPCking list while unloading Mark any items, wroth appear m be mir ;trig and motlfy OR "Authorization for Corrective Work" must be Issued in wile b the Manufacturer to authorize the 9 Y g site according 1a opre- arranged plop Proper location and handling of components will eliminate site conditions cre not the responsibility of the Manufacturer. FASTENER INSTALLATION the Customer Service Deportment no 1 -800 -777 -9378 as soon as possible. Calling someone else could corrective work at a cost Pat to exceed the maximum total cast set forth Alternative corrective work other than that proposed m the Initial Claim" may be dirctletl by the unnecessary unnecessary handling. NOTE. Piece marks are stenciled an primary slucfuml members at lower end, l' -0" from end. All All primer should he touched up Is required before erection] Correct fastener installation is one of the most critical steps when Painful roof panels Drive the fastener delay the proper response $ Manufacturer in the "Authorization d Corrective Work' Only the Customer ,emuae Department may Inspect all shipments prior to releasing the fm -downs for loads that may have shifted during Imnsill ROOF AND WALL PANELS in pull d is tight and the washer is firmly seated Do flat over-0rne fasteners A slight extrusion of neoprene I SHORT MATERIALS - Immediately open delivery of material, qudnidlrs are to be verih� by the authanze corrective work REMEMBER, SafFtt nRSTI around the washer is a good visual lightness check Customer against quantities Not are killed on the shipping document Neither the Monufaclurer ear the V. FINAL CI AIM -The "final Claim" In writing must be forwarded by the Customer to the Manufacturer Blockir +g under the columns and ratters protects the splice plates and the slab from damage Bunn the 9 g Always use the proper tool to Install fasteners. A fastener Silver (screw gun) with a RPM of 1700-200D carrier is responsible far the material shortages Insure{ the guerrillas billed on shipping document If such P q PP 9 within ten (10) days of complellan of the mrrechv- work duihom_rA by the Manufacturer unloading process R also loCihiat¢s the placing of slings or cadre around the members for later Idling and Manufacturer's wall and roof Pamela including color mated, &galvanized, provide excellent screws A RPM el driver should used for self -tapping m shrewd be used for eelockets, PP 9 s mrfdges ore not rid etl 0n shipping acuments w en cre material a delivered, and Nen ocknowl¢dgetl by the carriers agent II the corner is the Manufacturer, claims for shortages are to be media by the customer The "Final Claim" must Include: allows memberc- to be halted logelhzr rote sub- essemdres while on IhE ground Ezhc care should always he ion Lume serve - antlw widely vaned conditions I unloading cautious oo c persunoel should lolly understand clot unloading Under panels ore ques meets care es noodling t cause the screws Discard worn sockets, these con cause the fastener la wobble dannO uslollolon er to st � to the common carrier If the material received are correct According to the :hat i Actual number of man -hams by date direct labor exercised the unloading operation to prevent injuries loin hondlung the sleEl and to prevent damage under as r'm m°I hould a.=- °h should I b handled d e ha Packages d 'RRty: xJ�l 71 FvTii quantites qualities ore Of use on corrective work Intl actual hour) rotes of Y to molenlL and the concrete slats n ---- panels ,hl}, ghly j sheets should be filled off CORRECT DEGREE OF billed an the shipping documents, but are less than the quantities ordered or the qucnbhes that are necessary to template the metal building according to the Order Documents, claim is tot he made of the PPY 2 Taxes and insurance an total aduPl direct labor the truck with ¢cUEme core taken to insure Iliat na damage occurs to ends of the sheets Or to side ohs The ackd es should be stared off the round Sufficient) h P 9 g y high to allow air circulelmn undemraN the TOO TIGHT TOO LOOSE TIGHTNESS NOTE SLUNT CIRCLE OF GLAIANf DISFAR IDD THIN COMPRESSED is HOT EKRJOCS FAA BEYOND CDMPRESSCD Manufacturer 3 Other direct costs an actual direct fabor Cost of material (not miner supplies) authorized by the Manufacturer to he from than Donaldson This avoids ground moisture & deters people from walling on the packages One end of the package should always be elevated to encourage drainage in case of ram. E i0 SEAWN FASTENER HEAD FORM SEAL NOTE; Always remove metal filings from surface of panels at the end of each work period Rusting filings can destroy the R. neMArD�FECPV NE eTFR1eI - Damvged or aefectme material, regardless of the degree as damage, must he noted on the shipping documents by the Customer and acknowledged m venting by the purchased other the Manufacturer, Including copies of paid Invoices ELEVATE All stacked metal panels are subject, to some degree, to localized discoloration or slam when water Is pain finish and void any warranty. MASTIC SEALANT carriers in ent. The Monufocturer Is not responsible for material domaa_ed in unloading of damaged or "C" °Y' 5 Total acluot direct cost of corrective work (sum of 1, 2, 3 & 4). The "Foal Claim° must be sinned and certified 'vie Pntl correct by the Customer. "Final Claims" are credited is the Customer by the Qj;7 trapped between their closely nested surfaces. NCI exercises extreme motion Bunn Y q fabncalmg and shipping operations to insure that all panel stock Is kept d Hanover, due to ChmnL+c conditions, water P P dry Proper mastic application is critical to the wirOber lghtness of a budding Mastic should not be stretched nested materials, Including, but not limited to fasteners, sheet metal, & sections &covering panels MOPLIIClur in an amount flat to exceed the lesser of the maximum [alai cost set faith in writing in the 9 TARP of humid air can become trapped between stocked sheers Water can also be formed by wean when installed MPY only to clean, dry surfaces Keep only -rough mastic on the roof Thal can be that became wet and /Of damaged by water while in the possessnm Of others Packaged Sir rested material "Authorization for Corfectrver Work' or rotor actual direct cost of correcllve work the Trapped between the stacked sheets when exposed to lain This discoloration mused by bopped moisture unfilled in a day. During warm weather, store mastic in o cool dry place During cold weather (below 60°) Nat becomes veil in L•onsd must be dnpackEtl, unstatketl and dried by the Customer 8 Cosl of equipment (rental or depreciation), small tools, supervision, overhead and profit are not Is often called wet storage slain. mastic must be kept warm (60° -90 ") unlit application After mastic has been applied, keep protective paper II the turner Is the Manufacturer, the Customer must make claim for damage directly to the Manufacturer subjected to dorms The slam Is usually superficial & has little effect on the appearance or service rife of the panels us long as in Place call panel Is ready to be Installed. ALIGNING If the carrier is a common carrier, the Customer must make the claim for damage to the common cairler k 'AIR it Is not permitted to remain on the panels. However, moisture In contact with the suricce Of the panels THE GIRTS The Manufacturer rs not liable for any claim whatsoever including, but not hmdea to labor charges of A. STROCTIIRAI TRAMING CHOP PRIMER -The mat vl shop primer rs intended to protect the sleet CIRCULATION over an calendetl period con severe) attack the Imish & reduce the effective service life It isim eralive P Y P Installation of the biiltlm walls is ereral done before the real. Before sharing the will installation, 9 9 Y consequential damages resulting from the Customer's use of damaged of defective fac enolls that can be framing tar only a short period of exposure to ordinary atmospheric conditions. The coal of shop primer + h water is allowed to remain for extended periods in bundles of primed parts such as gifts, ponies, etc that of I panels are Inspected for moisture upon receipt of the order If moisture is Present, dry the panels of check to be sure that the rove strut and Iris are straight and plumb One method of digging g 9 P a gn rig the girls rs la de! -tied by visual inspection does not provide the uniformly of appearance, or the durability and corrosion resistance of a field applied ment will fade and the rant will F9 p � 11 gradually soften reducing its band la the steel Therefore, upon receipt once & store In a dry, warm lace P cut temporary wood blocking le the proper length and install eahveen the Imes of girls Thrs blacking can III , iocEssupri MATERIe! The Monufocturer reserves the light to recover an moural delivered in 9 Y finish coot of paint over a snap primer The Manufacturers not responsible for deterioration of the shop of a lob, all bundles of primed parts should be stored at an angle to allow any triangle water to drain away CAUTION: Cam should always be taken when walking on panels Use safety fines and nets when be moved from bay to boy which war reduce the number of pieces required Nommll�, one line of Unsung excess or those required by ter Order Documents. coal of primer or corrosion that may result from exposure to atmosphere and emimnmental conddrons, and Island air saccharine for drying. Puddles of rooter should not tie allowed to collect and remote on necessary! Panels are slippery. Oil or wax applied to the roof & wall panels for protection aground weather per boy will be sufficient Banding can else be used no hold the girls slraighl and plume. IV. ul!NAI CLAIM - In the event of error, the Customer must promptly make a written or verbal "Initial nor the camplbbdify, of the primer to any held applied amMg Minor abrasions to the lop caul mused by columns or rafters for the some reason damage will make them a very slippery surface. Wipe dry any oil that has paddled from bundles stored on NOTE. Temporary girl blocking Is not recommended an concealed fastener panels The removal of the blocks after installation Claim" to the Manufacturer for the correction of design, droffmg, Dill at Materials of Iabricalnn error handling, loading, shipping, unloading and erection alter painting are unav0itlaele. TauchuA of these minor The cool of shop primer Is intended to prated the steel Training for only a shod period of exposure to o slope. Dew, treat, or other forms of moisture greatly Increase the sbppenness of the panels. Always panel will cause oil tannin g abrasions is the responsibility of the Customer ordinary atmospheric conditions, the coal of shop primer does not provide the uniformity of appearance, assume panel surface is slippery & act accordingly. Never walk or step on skylights or Irarislicent panels! FRAI The "Initial Claim° includes VII SHIPMENT ARRIVAI TIME - Every effort will be mode to see {he! the carrier arrives of the jobek on the requested day grid at the requested hour Manufacturer makes no warranty and accepts no or The durability and corrosion resislonce of a field applied finish coat of point over a shop primer The Manufacturer s not responsible for deterioration of the shop coal of primer Or corrosion that may Think safety" Use woad blocking to elevate & slope the panels in a manner that will allow moisture to drain Wood FAVE STRUT µ 1 Description of the nalme and extent of the errors, including quantities responsibility for costs associated with a shoment not arriving at a requested time unless a separate result from exposure to atmosphere and environmental conditions, nor the compatibility of the primer to blocking prated between buddies will provide additional air circulation Cover [he slacked bundles with o 2 Description of the nature end extent of proposed corrective work including estimated man -hews agreement has been made in writing for a guaranteed cartel time any Feld applied =doling Minor abrasions la the shop coal caused by handling, loading, shipping, tarp or plastic cover leaving enough opening of the bottom for air to circulate IRT unloading one erection after pointing are unavoidable When nundhng 01 mcmbng the panels, lift rather then slide them apod Burred edges may scratch the ES01 ES02 ES03 ESO4 WOOD BLOCKING ES05 PROCEDIMIENTOS DE SERVICIO AL CLIENTE - Material qua ,era tdmprada g site qua no era of IPbntanle, mthpymde nIn!Iaadeg egfimetlar y mgias DESCARGA, MANEJO Y ALMACENAMIENTO DE MATERIAL de ate aJunca permila qua PISen sabre was Pericles miealros ratan sabre berm Un rude a inapro coda p 4. Costs total moaimo propuesto de Is corrosion del trobujo y material qua sera comprodo a olio qua no gitia tan minima Igpa, Solve , coda y aura; mnmmmanle; quo afetlEn lI primers =spa Repdmciones ae sea el fobricanle. ESIRUCIllAA -Una gran canbdad de fiempa y problemas padre dhoparse sI was texas son P P Banos o la primers superficee y/o to rhmination de matrndles ajenss a estos ,tlebida al Incorreclo maneja de los paneles as imperdanable y on loan ejemAla do mala supervisnn de trabsro En order at dodo in major serffiee y reducer Jos partial at minima, pot favor thrlgo cunriurir fade 0 descargodes an el lugor des In consbuccian de acuerdQ a on plan pre- arroglado Lugar y MITI onfacreamienlo an obm o a Iw copdiciones del Ingot no son responsabdidad del haricame INSTALACION DE PIJAS exces0 Se material de l0 siguanle manera Ch de cuakdosimenle sus a uess; reen!ms son march adds Marque curl mer obtain arezca AfnORIZACION PARA CORRECCIpir OF TRAII eon S - i EI error as culpa del (dhncanle, ono Spinelli i Para correcion de trahajo, return ser all an escnlo or el fabrecan!e era outerear la P opropntle de ins componences eliminnran monejos o mOwMientos mecesotia NOTk lus piezas &baron reds r Unloading w IRS espoliks primipoles de to lelmtlura m to pale mfrnol de bs ae5aos, o I' -0" ad final Todo Peace primario debars set PEPS o come Be requiem antes de la construction Cubiertas de Teehos Paredes La corrects colocacron de plies as one de l0s poses coos impmt0n {es an to mslalacuon tle on )echo Gire la quo F H q q q 1 q P no encmtmrse, sl asi es, flame y nsbhque al Beparlamenlo tle $ervicm Of dlenle of numera as , P Carreceon siempre y cuands no excetla of costa fatal maxlmd Estnblecltla El labncante In de IS Irabafe, Insseccmne pnmeramenle totlas was embarques antes tle descorgar y drsdtar was elemental ya qua pudinron haberse movido durance el recortido R(C6fRDf cFfl /R /DAn Ft RRIAFROr Plneles de parades y Itches del tahncoste mdu redo cope de rotor dlvnlume olvanlzado Y 9 Y 9 o basic ue es!e a retadl I P) q p y P arnem o washer ¢ale hrmemenfe BEER asemork, Pilo sabre tie o n is u err excuses was i as Para checar de manera a vu g P Pl d semi qua los Elem -etas eaten correctamenle concocts use 1 -800-777 -9318 tan pronto coma le sea posible Llamnntl0 potlria ahorrarse tramps of encantar tin an au{0nzoaan correcion puetle corregir at trabgja de acuerda y solomente an to es! lolecida an !a quejo miciak 0 Deparlareenla tle Serviceo at clients as at umco Los separaciones o colzas de modern one as cdocon bars las columnos y potters evilan or, done an was praparcmno on servicia excelenle bore one eztensa vonetlad de condeiones Tndo personal de tlescsr a P 9 ono solicitor de neoprene alretledor tle to arentlrla respensable de la �aI(P de material L FAITA pF MAIFRIAI — Inmedetamrn!e tlegAaeS de to mcega dd material, d thence deb¢ Veriflmr quo puetle aul0nmr In correnon as tin tra6aja. pianchos der connecting or mescorgar IPS maternles Seto tamhlen fanhla Is lecatmemn de slings o cables y ercuoles he material d06ero entender complelomenfe qua estos pane /es son prodnclos de coLdod, has moles ame�don cndada o/ manelorse. Srem re use lag hermmuenlas a P Para self II pars crews p 5 Un desloriplador statism con on RPM de 7100 -2DDth de6ero uti6zarse are self- dnllen screws Up SC0 -600 r s P 9 10 011lamor de ]n; aeon was lee del quo aparrcen an la , nI qua sus mion ae comps Ni el ]a6folm Uansportsla eel lullanie qua y OUEJA Pon — to gm:jo final agents dabs ser erniado par el theme at tabremnte can 10 des de anhopacion antes tle COMPlethf la corrosion del haboj0 La quela final mduye Olreaedor ae JOS caber a porn despuee levantor y Dea ltih a Ins mencerms ser clormlla los juncos mantra de sub- mancajes, mientfas safari an Berra Extra- cuitloda debero ser siempre mutual an to aperocmn de Los poqueles de lamina Rican ser levanfldos del comp on can segue cmtlodo aseerum .0 JBIrO e0 eI Co;O ea I lying eel Gaping, DaCorge y rout Jos empoques usados en or olsMtligi cake pueden causer qua a pezc hentlo o mgverse a manlenerse uncnnslante durance to ipslalacion. el son respansab,es e: son material Opp clona qua aparece laduratla m el roc{ba, so la (alto as a noth oda an at documents cuandD of material as appeared y as coa l6m par el cansporlisl0 S of 1 Numero real de homhre -horns par litho de trao0jo derecto usadas an corregir or tmbap y poop real the poicentoje de home d¢scmga porn prrvener Banos par at maneja del aces asi coma pars prevenir donor los moteriales y el concrete. DRENAR lne qua [a ascloo ufoa amen no alas pantos ni a was nervatlums de was mismas.Los paquetes tlebergn almocenarse la suflcientemenlo to =D per' tronsporcista as el Impaired, lag quejas pot tells its material green hechas pot el clrenle a at lransperlista 2 Import y asernumnza real y total del lmbals _ afejadds its superheat de harm Para permibr to circulocion de she bolo IDs loqudes, esco -vile Ia - (11)JJJIt Si was cantirades de mufendes Technique son comil de acuerdo a [as continues facturar s an ]d 3 Olson; castes al las, de timbale real directs Q Il humedad de la Berra aim Ide tie la ante amine sabre Ins o pales Una de Ins extremes del a pet- P q 9 P 9 p q de laminas tleban color sew rer efevatlo Para drenar el a uo an case der Iluw P P 9 RANGULO CDRAECiO M0y pdOSTppp MUY HOLGADO DE AIUSIE EL SELAOR ESTA BUY APRETADO Y EL SCIfADOR NO CSTA retebo ,pare of material ardenodo as marine del requends part complElor to cansimcclan de dcuertlo a Is 4. Casco del material (no suplementss menores) notarization del fabncanie pea comprar a otro qua re ELEVAIR Todo poquece o mordon de paneles metal Solon so dos an al tin redo a spire aeries uecalamaones 0 ] 9 g NOT EL DEL GOD SOBRCSALC FUERA OE IA COMPRIMED PARA FORMAR CIRCULD DE SEDADOR IA pidp EL Orden de coin ro, Ins ue'as reran boards of Iabrlmnle P q J � ll MATFRIAI DANAW p O FFFFE CiU050 — MOlenOh de0a -0o a tl¢fmWOga, de aCarfdO ill gmdo sea of mesmo Inciuy¢Ddo copies de factrams. 5. Costut roof directs joint de UObo o torte rdo frel 1,2,3,4,5 Ea ue o final Thebes ser broader T 9 ) q 1 y m0nchas manila el aqua estc otrapadl retie sus super{oues coos 0ereanas NCI prover exlrema precpmmn durance la fahncocion el oat de embarque [ado i l qua b l NOTA Siam re remueva los Dmoduras de metal qua quedan sabre la suped¢ie de los parishes al final de coda es at pedodo de rabo{a Las Papplums overlap deslruir of ocabodo final y ovular socia er defectuosidad en quo se tropical dabs ser notfica-0o an al mom, or el dienre admdlm0 par agenda 9 p Y P cerhbcada radial cormclamente or al clients Oue as tingles son acredtodus al clients pot el Y P I CUBIERTA y p IsegUlairl qua panel o glado se manlengo race De cual mer morem debedo a las condlclones cllm0hcos y a to con horsocian de aim 9 Somnlla. SELLADOR par el transporfrsta. 0 fobricanle no Be hate respnnsahle par el maieriol danadd an la desmrgg de l0s iaerecante an Una =anhtlorl quo no exceed at mama de costs total mayumP eslablecetlo inscnto en to Y automaton its corrosion its Uahofo a costo total real directo de trobueo conegudo humeda , el o uo cede uedarse atra ado Entire gas laminas apinage y to mesmo sucedera Be estes Be 9 P q P la to npmplork opleacuon del Belabor as de gran impsrlancio an to Impermmbdtlad de on ediGcia El poqueles o mienfms ester sag empomdos, Inluyendo, porn no lughdo solo a eso, fasteners, laminas "C" 6 Costa del equepo (alquiler o tlepr- smcion) herramlentas pequenos, supervision pequenos sohreguros y ex Dnen a Iluvia to tle =Dleracion consul P par la humedad atropoda es frecuentemenl- Ilamoda mancho de humedad cuordotla. no dale eshrorse concert sabre c y se auto oslaccor sectioned rte y 7' y Cubiedas quo s r nal a dal par el aqua mantras se encomium an posesPa de arras Idgfenal empocado qua se more mienlaos se traslodo, debate ser desempocado, separada benefecios no Bull o quejas to Mancha as usuglmente superficiol y Irene on pequeno efeco, en la apariencla a durocion del panel Bases co setae Mantenga salamenle to canbdad de sellatlor qua se calocara ese duo Duranle china callenie, q a as C stem age urnme tar cute (UPTIC MID an on Iugar tiro y seta, Bounce clime fro (al o de 69 of selledor asks manlenerse callede y secede par at cterde vl MARCO Fslgll MReI (SRG PBIMFR) - ED cape de shop primer (Premero caps de pmluro prot¢=thera) internlo prateger Of mono de score par on determmado {irmil de exposition a conditions CIRCULACID14 BE ANNE Su of aqua puetle permanecer par painting considerable; an actual a hendiduras der Jos pales siempre y cuanro no Be Perando qua to Mancha parnonezco an el panel De cual user manera el contacts de Is humedod con In Boatman de Ins paneles Shumate up redo large Puerto donor sevemmente of P (60`-90') hosts so oplicacion Despues de quo el sellodor hullo silo arbors, monlen a la cuhierfo s Popd proLCthr hash que of panel Este III polo instolarse P 9 Si d iabncdnlE as at lr0nspddis(c, of clients deters lacer he gmja par delecluesiddtl dlredameote or dmds(encas ordinaries Lo caps de shop primer no proparcieng gnllormldod on opanenaa o durdhtlltlod y fna des comb gifts, lrlinB, eft o med0 toners I F R 9 a P9 y e pmtura Be se suavlzdra gratlualmente reduaende acah0ds y retlunr la tlumn0n de vlda Poi la tanta as necesana tie totlas los dneles sewn F p ALINIAM EN I TO DE LOS AMARRES fabricgnte Si of Irons orhscd as el counter Irons 0TG p g p stI 0 el enmrgads del lenslgde del material, el dlmla r si i e slenca o la mansion coma una mLo final de pmlum hecha an EI Campo sabre el shop primer d I o union inn of acero, Aar to tame r¢c16lde or material totlas los hendiduras tle eslas peezas deberon ser mspeccianadds par humedad PI reaber el emearque S se presenle humedad precede a secar los aneleg P debem hocer Is queen al antes real mite 1J Iabrecanle no es asponsable de angun ups de guard, no fahreante no as rEsponsable del ddenom de to cape de primer o de corrosion qua Learn resultor de In almocenards en on angur0 qua permits quo cun'ou,er al preen dfenome y permltir la circulation de P inmednlumente y almocenelos an on hu ah seta eanda Lo mslalnen de was de el eddreo as lama antes cue term Arles de emp¢zar at goo alas donne cansomards regullate del use tle material departs a defecupso pot d c6ento ,si doors detectmos expartal o log conditions almaslernas y a at media amsienk, ni a M =ompoliuldad del primer 0 cuolquier cape oplecada an la core becomes abrasions de la III caps censoring or maneo core pots secarsr No debate Perrin cue el aging se mlocle y eglantine an was returning y Totters par to misma razon PRECAUCII Slempre debe ienern call cu ado se onflne sohre los oneles use reges P li y linens de Joe a el clmente con la {porn aim de was pponnes s tort r quo el olmo y el el nasi ashen erus IDS y nwef.S a On pe central porn Pillar res omarres as mils mhzos de modern del raga de los estrus aging son par ms ecoon visual P P III. MaTERiAI FN FxcE50 - D lobncontr se leservd at derech0 de recoger o recobrar cuPlquer malerivl cargo, P 1 9 emborque, descarga y ereccron del material despues de to pinlurl son Inevdables Reloques de estas to caps de shop primer infanta pmleger Of marco de Pcem par on delermmado tramps de expositor a sa undad cuorudo sea measure" 9 Ins poodles son re mis ar Aceite o $era oplicadas e s ponelea del {echo o parades porn prolegerlos canna donne causodos par el dime los loran Inpatients may P esthran !emporalmenle Inslaladas retie los ends . Eslos bisques tle matleM podran ser removidas de one o coo femos v hobo y wellas a user an DI Is coal reducers el numero de qua foe eIMALo an excess 4e acuerdQ of r, Us an to draen de comps — Al dal den hoar, ahros�dnes menores son r- sponsohihdgtl del Chente dura res Toroidal or curios Lo cope de slap primer no intern Fro oell at edam de ears el s y resdenoo 0 to corrosion coma Una cape final tle pintum h¢cho en el Campo sabre el shop resbalodhas. Segue cualquier acede qua se pudo haberse ocomulado par almocenarse on deelrve. Rocia, hielo o cua!luor sire torma de humedod Jncremento Jos de Jos plazas ache eredas r upon de bldques de modern par bnho Baron suhtieale. Estes cloduras etlmn ser s ppss. a Ip , P 'ioslener fl ' percdgree of error, el cionle l doe m, th ya sea par l 0 error o verbalE one queIjo fa verbal una pe a iniceal 01 lahmm�le Para lu c0necmn del dsen0, deco a, laduraaon del material a error 9 1 P° 1 VII. HORA OF LEf,AOd OFI fMAAA01 — $e tiara on es(uerzo Aer roarer qu el trgnspadista ague a lugdr de Ira6n {o el dm y o to horn sohalntla. EI (ahntanle na yaraniiza y no acepla nmguna primer Primer EI fohrimnce no se res ponsaGlhze del detenora de la caps de tle primer a tle 0 corrosion oueda qua superficiea pension se vueban was reshaladrzas. Asumo siempre qua la superficie del panel es resbnlom ac!ue de acuerda a rata Nunca y Jos amours rectos y mve]odos. QC� III Colzas o bfo ues de modern le ` q q ms snide los omorres no so am pit }Y EI 'u/ de Murlcadon to Lucia iincal ini 1 to description de In de luyendo responsubilldad pot of costs osamada con of emharque qua no Ilegue 0 to horn solicdatla exceplo, cue no qua resullar de to expeniaon a Ins cdndiclones afmoshres y at media amhiente, an Is compallbai lad del piss o comma sabre skylughis a paneles imnstuddos. Please segprouppi Use bloques de modern Para rh vor a mclinar Ins aneles des manera qua ermeth circular a hameded oculies. deste msvimlento de reins bloques despuas de la instalanon del eI p use an los omarres. O noluraiuru y judo offer, al opindodee atreglo se hallo hecho par separado, garepAintlO la hero de Ilegode. primer a cua!gmer copo rte lI,Nro oplecado an to obra. Menaren Obtasgues de la ultimP cape couso-0as Gating de modern enure las plus To panties pea tiro neglecting de ore ducional Cobra lag Adas con 0 O MARCO Courtrai de la naluralem rl ado air 1 r r 2 p y gr tle = acme de t abaeo P apueslo, mcWyenda estimation par maneja, cargo, ememque, descmya y erection del material tlespues de la pmiura son mevilahles. one cuhlerc0 plastics tlelandc suhsienlemenle ahierlo d fonde pap pemtibr to circulation tle SITE Z homere -hard Rehrues do octal abrosones Mancha son responsabllidod del donfic lino] d amm primario el coal as CudndD se Manejan o separan dos paneles, no fits desltze de manera qua se Season major levon[elos, d ALERO -A RE afmaeenado an to core duronle to ereco0n del eddlclo, debero mdnlenerse rho de hers as, come an up sdbranle en las Dulling feeling roller log supedlales cuantlo log Imamas se desloon sepamodose Una 7 op ;X5t p•�fFC! ES01 ES02 ES03 ESO4 IG ESC N d 5 2U B cuE DE MAD NOTE: REVISIONS I These IOSlallation Plniadrrea are Intended to depict general installation as described above Consult your Irslallahan manual or additional NS— Sheers for further confections B imp NO DATE DESCRIPPON OY CHp NOTA: C IiV� A fan FOR PERMIT 1 Esios Procedimienlas as Insolaaon coverall be manera general la contagion de at amen comp se mencmno orr!ba Consure, so manual de mstatacion o sus Naevas Dibups Sandart Para una Presentation mss clam Customer JT CONSTRUCTION I End User. VINTAGE HARDWARE Location PORT TOWNSEND, WA Der By our Oy Date Scale Budding Ip Jab Womber Sheet Number Issue s /5 /pt N.T.S. D8D5- 212346 CS1 e� 1 q G 1 0 N 0 I 0 N I J m 0 J I w o w N 0 0 0 1 0 0 0 I 0 N 0 I O N �U I I J w W I- !n N O O I v � N � CA� o a T Q T Q 4 T T 190' -0 0/0 STEEL , 25' -0 25' -0 25' -0 25-6 24' -6 25' -0 25' -0 15' -0 126 1216 5'-0 .A /Ei.. (BRACED BAY) 1I I (BRACED BAY) I 4 r ENT , I ! o BP -D6 Ii BP -01 I BP -07 ! BP -01 I BP -01 BP -01 B ° -01 BP -01 I � I I Q } Q BP -a5 I I I I ! I BP -O5 114 ' w I ! j I 1 m "A/ El" ! I A E1" m I I "ti,E, 14 I ° Clf 0 I I� z Z 41 ! I ! i BP -OS BP -D5 I 1 W 0 I 4 : � � I ...0. /Et /E1„ I I I ! I ! I 41 m I I 4 0 BP -Ot ( BP -D7 I I BP -01 I 16 ! BP -03 I eP - -ail BP -03 44 4 (BRACED 5AY) 10 O I 0 N J w w 0 0 a G I I 0 0 n ,n 0 I �n N 0 I in N I FINISHED FLOOR ° Wall Section SEC A STEEL LINE 5A5E ANC,LC ANCHO R.(9Y oTIi E 25) o (BRACED BAY) A /E1 V NLL SEGTte SEC. 5 w V, - 1 1/8^ 3 1/2" z ! CD Q BP -08 z G ! Q 0 z I z J 1 61 O ! BP -08 Q CI Q in N I ' I � � 3 0 0 I ' � 2 BP -04 I @P -a4 BP -04 8® 4® 44 1 "A /E1'• (PORTAL FRAME) (PORTAL FRAME) I , ! I ! I4 19 -8 99' -9 9 24' -6 ( 25' -0 25' -0 20' -0 95' -3 0/0 STEEL (BLDG "C ") Co I rn `s O O G I N \J G i O N 4 Z STEEL LINE FINISHED FLOOR ° Wall Section SEC A STEEL LINE 5A5E ANC,LC ANCHO R.(9Y oTIi E 25) WALL PAWEL R N F LOOIZ V NLL SEGTte SEC. 5 E ALL BASE PLATES AT ELEVATION 0' -0" UNLESS NOTED ANCHOR BOLT DIAMETERS HAVE BEEN DESIGNED BY THE METAL BUILDING MANUFACTURER BASED ON AISC METHOD MTH COMBINED SHEAR AND TENSION DEVELOPMENT, EMBEDMENT AND HOOK LENGTH OF ANCHOR BOLTS IN THE CONCRETE APE DESIGN RESPONSIBILITY OF OTHERS ALSO DESIGN OF SHEAR ANGLES, TENSION PLATES, HAIRPINS, AND ANY OTHER EMBEDDED MATERIAL IN THE CONCRETE SHALL BE DESIGNED AND PROVIDED BY OTHERS NOTE, ANCHOR. BOLT PROJECTION IS FROM BOTTOM OF BASE PLATE. ANCHOR BOLT PROJECTION DIA. 1/2 PROJ }; 11/2 ANCHOR BOLI # BOTTOM OF BASE PLATE ° 5 /8" 2° 3/4" 2 1/2" 1 /8" 3 1/2" V, 3 1/2" 1 1/8^ 3 1/2" 1 1/4" 3 1/2" _ _ ANCHOR BOLTS BY OTHERS) L 8 4 4 i T a 22 21Z a m- SIDEWALL STEEL LINE } ENDWALL STEEL LINE 9 SEE ANCHOR BASE PLATE DETAIL BP-01 BASE PLATE DETAIL A. BOLTS 14 "m BASE R THK.3 /4/1" A. BOLTS 1; "m BASE IC THK. ITO �I - N 2 2' A z 5 @EWALL STEEL SEE ANCHOR BOLT PLAN BASE PLATE DETAIL I BASE PLATE DETAIL P A. BOLTS 1>q "m BASE P THK. 1" BP -03 A BOLTS le "m BASER THK- Y' B' —04 �I o z x v Z Q J w v vc J J 3 z° I I ek� 4 R 14 1-1 I N 1q 1 8I 3 ! 4 w z w vwi 1' -0 %L Q 3 0 i DL +LL 10 Ok 6 5k DL +'WL I S Ok MAX EMALL COLUMN REACTIONS at COL. LINE "1" BLDG. "A11 I DL +LL 185k 7 5k DL +WL ! 4 Ok MAX EMALL COLUMN REACTIONS at OL LIN 11 711 BLDG. it B" DL +LL 119.011 8.5k DL +WL 4 Ok MAX E WALL COLUMN REACTIONS at COL LINE 11 511 BLDG. "C11 DL+LL 98 Ok _10 Ok DI +WL 10 Ok MAX EMALL COLUMN REACTIONS at COL. UA BLDG. 11 C 11 MAX CABLE BRACING REACTIONS PORTAL FRAME REACTIONS Mail Frame Reactions of Lines 2 thn, 4 Mom France Reactions of Lmas 5 @ COL LINE "C° @ COL LINE "A" NOTE ���� ///���� NOT. r ^ \ ALL REACTIONS IN KIPS ALL REACTIONS IN KIPS C All reocl,ens are shown in Blps l / 1 " / All reactions ere shown in Kips l` ,. " A negative value, indicates 7 DTI A necaLve value, Indicates / O© opposite direction opposile direct,., DUE TO WIND I Front SW Back SW I I �Fmnt SW Back SW 22 —y \x�l Ir/ 6 Hor i Hor + liar + Hor+ >� MGM + Mom i i , lion, + I Mom + 76' -0 Condition Grid Ver Her Idom Condition Did Ver Her Mom DL+LL 2 32 X32 DEAD + LIVE LOAD C 459750 311170 00000 DEAD + LIVE LOAD C 506810 32 9400 0 0000 —y} 43 53 } 43 53 DEAD + UVE LOAD G 45 9750 - 31.118000000 DEAD + LIVE LOAD G 479050 - 32940070000 22 2 : ' OT + WLL C 61930 -11 22500 0000 DL + WILL C 17 2940 -8 4970 0 0000 DL +LL +SEIS 115 54 27 13 DL + WLL G -D 5130 -9 5670 0 0000 DL + ALL G 18770 - 1209100 0000 _ - -+278 }278 } 16 48 } 7058 aL +WIN C - 157865- 1971200 0600 PIT +vRR c - 104710- 16730e0 0600 DL + WP. G - 160920 NPOd 00000 DL + PY.R G - 7.60301 3500 00000 MAX. CABLE BRACINNG REACTIONS PORTAL FRAME REACTONS @ COL LINE "G' @COL LINE "g" DL +I /2LL +WLL C 28868046290 00005 DL +1 /2LL.vn_L C 33751069540 00000 DL +1 /2111 LL G 221630 - 25422M 0000 DL +1 /2LL +WLL G 2e 3340 - 27541000000 ALL REACTIONS IN KIPS ALL REACTIONS IN KIPS DL +1 /2LL+WLR C 68900 - 3858000000 DL +1 /2Ui WT C 119860 - 1280000000 n DL+1 /ZLL+WLR G 125840 - 11675000000 DL +1 /2LL +WLR G 148540 - 14.100006000 3 2 T 6 5 DL +LL+i /2WLL C 455210 235360 00000 DL +LL+1 /2WLL C 502370 254660 00000 9 5 DUE TO WIND {(� DL +LL +1 /2WLL G 421690 - 33933070000 DL +LL +1 /2WLL G 441410 - 357590)0000 DL+LLi 1 /2WLR G 345320-2705 00000 DL +LL11 /2WLR C 3 §3550 - 29.0000000 5 5 GL +LL +i /2WLR G 373790 - 270590)0000 OL+LLi 1/2WLR 39.4010 - 29.039m 0000 DULL } 6 4 } 6 4 DL +U +SNOW B U C 472170 31 7170 00000 DL +LL +SNOW 8 U C 607310 37 7160 0 0000 9.5 OL +LL +SNOW B.O G 464050 -3171800 0000 DL +LL +SNOW 8U G 514100 - 37716000000 DL +LL +SEIS � 55 f4 DL +9115 L C 126870 54550 00000 OL +SFJS L C 162930 36570 00000 _ —+ 912 1 9''2 } 3 } 125 PL +SEIS L G 144650 - 90.476000000 DL +SEIS L G 181210 - 155670D000D MAX. CABLE BRACING REACTIONS @ COL. LINE "C" — Main rmme Rescrans at Lines bT9itU $ Man Frame ReaGt,.na at Lines 6 thin 8 OA15E Z Man Fmme REO0m, at Lines InTHIMU 6 GASH 1E AL REACTIONS IN KIPS A NOTE NOTE NOTE All reactions are shown m Hips C All reactions are shown m Kips G C l G le / P �/ All reactions are shown a Klps 7 DUE TO IvIND A negative volt,., cndiwtes A negoew value indicates T A negative value, ,nemales apposle direction opposite direction 71 �. J PP opposite dveclmn Front SW Back SWy� 1 Front SW Back SW Front SW Back SW —� Noy+ Irf Har + Hor+ 'r/ Hor+ Nor + �^ Hor + \`�I Mom + Mom + MOM + Manjj + —, Mom + MGM + 17 7 Condition Grid Ver tier Mom Gandhi. Grid Ver her Mam Conddmn Old Ver Her MGM -1, 11 23 } 11 23 DEAD + UVE LOAD A 1110720 0 0000 DDODO DEAD + LIVE LOAD C 734570 32.0210 00000 DEAD + UVE LOAD C 734570 320210 GOURD OL + WLL A 102190 -63180 00000 DEAD + LIVE LOAD G 481840 - 32021000000 DEAD + UVE LOAD G 481840 - 32021000000 BASE PLATE DETAIL >i" BP 05 BASE PLATE DETAIL - 183340 - 19337000000 -3 7770 - 6.2080 00000 - 12921010260 00000 -14 398017.1950 00000 151760 - 4616000000 HP-06 C G G G C NET 193370D 0000 -6 2080 0 0000 13 5540 0DODO 98760 00000 - 461600GOOD a� Qw DL +i /2LU WL G "m 'z" A. BOLTS V'0 BASE F THK. 18.8850 A. BOLTS ; BASE R THK. FRAMED OPENING WIDTH D FO SIZE QTY. °Q no -' I:,; cP J TYPE /REMARKS DL +1 /2LL+WLR G 82630 24730 00000 DL +1 /2LL +WLR G 300190 -4 B45000000 DL+LL+1 /2WLL C 56286018.9610 OODDO DL +LL +I /2WLL 1'- 311 562860 18 9610 00000 r F EQUAL EQUAL IFi ) 10' -0 x 12' -C 1 X DLi IL+1 /21YIL 0 H DOOR (BY OTHERS) 416290 - 317330D 0000 1 -31t DL +LL +1/2WLR C 589930 291420 00000 DL +LL +1 /2WLR C 637370 F2 3' -4 x 6' -10 1 DLi LL +1 /2WLR X DOOR (BY OTHERS) DL +LL +1 /2WLR G 471960 5 4 DL +SEIS L C 3 4 - DL +SDS L G 196480 -18 31500 0000 /� CF3, C -4 x 8' -2 1 C X DOOR (BY OTHERS) a DL +SDS R 134 A 1 a r 77rvI Z CD Q w J J H r W Q � 3 FRAMED OPENING A.B. DETAIL I ° w F- FRAMED OPENING SCHEDULE A. BOLTS "0 BASE R THK e" 1 "wA 1 C VC 1 H1L_ =oFA7 rLH 1 C IJC 1 HIL Vo BASE IR THK, 4" BP -07 A. BOLTS 7 "m BASE R THK. I'• BP -08 IYWL IR[ Urana�I LU I] NOT THE ENGINEER OF RECORD FOR THE OVERALL PROJECT FOR APPROVAI THESE DRAWINGS, BEING FOR APPROVAL, ARE BY DEFINITION NOT FINAL, AND ARE FOR CONCEPTUAL REPRESENTATION ONLY THEIR PURPOSE IS TO CONFIRM PROPER INTERPRETATION OF THE PROJECT DOCUMENTS ONLY DRAWINGS ISSUED "FOR CONSTRUCTION" CAN BE CONSIDERED AS COMPLETE. FOR PERMIT- THESE DRAWINGS, BEING FOR PERMIT, ARE BY DEFINITION NOT FINAL IN THAT, AS A WHYMUM, PIECE MARKINGS ARE NOT IDENTIFIED ONLY DRAWINGS ISSUED " FOR CONSTRUCTION) " CAN BE CONSIDERED AS COMPLETE FOR CONSTRUCTION X FINAL DRAWINGS OL +1 /2LL +WLL DL +LL+1 /2WLL DL +LL+S W A 693210 -6310D D OODO A 1059200-3 1590 ODDDO A ll 4 0100 0 0000 0 DDOD FIT +WLL DL + WLL DL i AN DL + III aL +1 /2LU W41 C G C G C - 183340 - 19337000000 -3 7770 - 6.2080 00000 - 12921010260 00000 -14 398017.1950 00000 151760 - 4616000000 DL +W1 DL IF N-L DL+ WLR DI + WLR DL +1 /2LL +WLL C G G G C - 183340- -37770 -3 4320 7 3580 151750 193370D 0000 -6 2080 0 0000 13 5540 0DODO 98760 00000 - 461600GOOD DL +i /2LU WL G 188850 - 2092907.0000 DL +I /2LL+W'LL I 18.8850 - 20,9291D 0000 DL +1 /2LL +14LR C 205900 15 7470 00000 DL +1 /2LI.+WIN C 30078028.2750 00000 DL +1 /2LL+WLR G 82630 24730 00000 DL +1 /2LL +WLR G 300190 -4 B45000000 DL+LL+1 /2WLL C 56286018.9610 OODDO DL +LL +I /2WLL C 562860 18 9610 00000 DL +LL +7 /2WLL G 416290 - 31733000000 DLi IL+1 /21YIL G 416290 - 317330D 0000 DL +LL +1/2WLR C 589930 291420 00000 DL +LL +1 /2WLR C 637370 35 4050 0 0000 DLi LL +1 /2WLR G 363180 - 200320)0000 DL +LL +1 /2WLR G 471960 -23 69100 0000 DL +SEIS L C 217370 -01160 00000 - DL +SDS L G 196480 -18 31500 0000 DL +SEIS R C 294210 220900 00000 DL +SDS R G 119640 - 3659000000 _ _ _ JAN 0 5 2004 DATE DESCRIPTION BY GKb a a3 FOR CoNSTR UGTInN QES DESCRIPTION BASE PLATES & SIZE SEE BUILDING DE cusraMFR ITT CONSTRUCTION DcnnON PORT TOWNSEND. metallic buirdi_n_9`c'*R04 7301 FAIRVIEW w HOUSTON, TEXAS • P 0 BOX 40338 ZIP 77041 (713) 466 -7788 ZIP 77240 SHEET C1 NONE 1 0805- 212346 HARDWARE AD BY TN 1 SHEET NO I ISSUE F2 of 2 b KNOC I I� I c C r u c cl C C II= L V r u C c v T T T T T T �I I 9T 1' -4 190' -0 0/0 STEEL 5' -0 7ACCEAM179ES 100' -6 0/0 STEEL (BLDG "A') 89' -6 0/0 STEEL (BLDG "B ") 1' -4 DESCRIPTION MK 25' -0 25'-0 25' -0 25-6 24' -6 25-0 25' -0 15' -O NO SIZE <- IN- BRIDGING 5'- 05' -O5-0 10' -0 10' -0 5 -0 10' -0 10' -0 5' -0 10' -0 10' -0 5' -6 10' -0 10' -0 4' -6 10' -0 10' -0 5-0 10' -0 10' -0 5' -0 10' -0 10' -0 5' -0 CAVE STRUT BOLTS SPACES 2-5e EB �2 (-59 2 -54 22 f{ -5e 2-.554 2 -5j 2 -5334 2 -59 2 -51 2 -5q 2-59 2 -534 2 -59 2_51 5' -4 x 8' -2 DOOR (BY OTHERS) SIZE SEE BUILDING DESCRIPTION SHEET C1 CUSTOMER JT CONSTRUCTION - NO - PORT TOWNSEND, WA 0 05 (TW) I o N I O o o CY, 0 BY DATE SCALE JOB ED (6%0r. 279) i SHEET NO 155UE (65,0x 219) 9a c - oeos_21z34s_ j I I 0 O CJ o m C7 o n w G 0 o VJ — _ — "- I �a c I I r o C� m a c � `` - 1 I _ ! a C� _ I E10 la C I N J m w w b 0 c� -_, — E9 / \ FGD/ I I Aa C� o I N \ , I \ \ _ // \\ I (65,ax 219) 6 ax 219) (6!h Ox 219) a, i m m I in N �T B � V) o o I uC KNOCK- IN- BRIDGRJG (TYP } FOR CLARITY NOT SHOWN @ EVEP.Y BAY — - Ea - rya c ,- -ISa C-, cc I O ----------------------- pp O OF ERH {N G P LAN 9 C 7 E9 24' -6 _______ 25' -0 c DS rTYF) E8 25' -0 20' -0 3 0/0 STEEL (BLDG "C ") 7ACCEAM179ES SWAG DOD,RS FRAMED CNHO.xUS DESCRIPTION MK NO DESCRIPTION MR NO SIZE DESCRIPTION N/A PURLIN TO FRAME 0 N/A A 1 10' -D , 12' -0 OA DOOR (BY OTHEF D CAVE STRUT BOLTS B 1 S -4 x G -10 DOOR (BY OTHERS) 7301 FAIRNEW • HOUSTON, TEXAS • PO BOY. 40336 C 1 5' -4 x 8' -2 DOOR (BY OTHERS) SIZE SEE BUILDING DESCRIPTION SHEET C1 CUSTOMER JT CONSTRUCTION . MK NO DESCRIPTION PORT TOWNSEND, WA I CAD BY TN VEV71EATORS UHAWINU 5I A I US DESCRIPTION FOR APPROVAL N/A THESE DRAWINGS, BEING FOR APPROVAL, ARE BY DEFINITION NOT FINAL, AND ARE FOR CONCEPTUAL REPRESENTATION ONLY THEIR PURPOSE 15 TO CONFIRM PROPER INTERPRETATION OF THE PROJECT DOCUMENTS ONLY DRAWINGS ISSUED "FOR CONSTRUCTION" CAN BE CONSIDERED AS COMPLETE FOR PERMIT DESCRIPTION % THESE DRAWINGS, BEING FOP. PERMIT, ARE BY DEFINITION NOT FINAL IN THAT, AS A MINIMUM, PIECE MARKINGS ARE NOT IDENTIFIED ONLY N7A DRAWINGS ISSUED - FOR CONSTRUCTION " CAN BE CONSIDERED AS COMPLETE FOR LONSTRIICTION FINAL DRAWINGS I ROOF FRAMING BOLTS MARK OTY DESCRIPTION SIZE A JAN 0 PURLIN LAP BOLTS 4 DIA x 1" MB B PURLIN TO FRAME }" DIA x V M8 C 70, STRUT PURER BOLTS 'z" DIA x I' M8 D CAVE STRUT BOLTS -7 -DIA x 1" P.B. (3) 40 A325 W/3 5 SHEAR TAB (TYP,j oG EA. END 3 o N F -, 6' ✓A / ,� NOTE! MEZZ BEAMS & CONNECTION NOT SHOWN FOR CLARITY - a BENT IP SHOP WELDED TO NOTEI END OF SKEWED FALSE RAFTER 0 SET BACK OF SKEWED MEZZ BEAM TO BE 10" FROM SKEWED WALL 4 19' -8 TO LINE "9" (IN LINE w/ SKEWED RAFTER ABOVE) 20�' -0 TO LINE "9" i FALE RAFTERNEZZ. BEAM CORNER DETAILS Dl 01 OATS DESCRIPTION 15 -05 FOP. PERMIT '$ 9593 JAN 0 5 2004 , '� _ 70, metallic bulluing/company Emmm 7301 FAIRNEW • HOUSTON, TEXAS • PO BOY. 40336 ZIP 77041 (713) 466 -7788 ZIP 77740 DESCRIPTION ROOF FRAMING PLAN SIZE SEE BUILDING DESCRIPTION SHEET C1 CUSTOMER JT CONSTRUCTION °A VINTAGE HARDWARE LOCATION PORT TOWNSEND, WA I CAD BY TN ORIl. BY CY, 0 BY DATE SCALE JOB ED PH BLDG DE% SHEET NO 155UE NINE - oeos_21z34s_ E1 of ill A 7 g T T T T 6 O 3' -8 I 84 2' -6 2'-6 2' -6 - 2'-0 I 3' -8 6' -0 3' -4 4' -0 84 2' -6 9 n I n SPD (�WA ELEVATION AT RNI BLDGS11 Afl ^ 9l 5) 9 8 7 6 5 4 3 Tv 23.1 1' 24 1' -2 ��-2a Y- 2�y -2a 1' -2a P -2a 1' -2a Y2} 1' -2q 1' -23q 7' -2-2q 15' -0 25' -0 OTY DESCRIPTION SIZE 24' -6 25'-6 I - 25' -0 25' -0 25' -0 25' -0 SID E WA 4 E VATION AT PN BLDGS 15 A19 & 19B" T T 27' =9 IKEWED WALL Fl FVAT QN BLDG. 11 C„ 0 84 2' -6 QTY. SIZE JAMB ( " +Y ) HEADER ( ° +4 ") SILL " +4 ') JA1 B COVER HEAD COVER 1 10'xi2' OH DOOR 1 3'- 4z6' -10 O.H OOOR 1 6'- 41-2 OH DOOR SIDEWALL FRAMING BOLTS MARK OTY DESCRIPTION SIZE A 22 / GIRT LAP BOLTS k" DIA x 1' MB 8 GIRT TO FRAME 0 M 8 8 (8) 34"0 x 2 A325 9 T T 25' -3 (PORTAL FRAME #1) 1 (PORTAL FRAME #1) 25' -0 SIDDEWA LL LLEVATION AT I INE A BLDG. „C„ 7 —8x3, FLG T I r 16 WEB IT 22 / Bt — ro I in 0 M 8 25' -3 (PORTAL FRAME #1) 1 (PORTAL FRAME #1) 25' -0 SIDDEWA LL LLEVATION AT I INE A BLDG. „C„ 7 —8x3, FLG T I r 16 WEB IT 4 —(2) a "O A325 (TYP ) M F COLUMN TYP. PORTAL FRAME NO 1 !AN 0 5 2004 22 / T22 % I 8 8 (8) 34"0 x 2 A325 W/12" R,S M N II u I p N N N II 11 a 8x12 F-G Es 4 WEB 30 30 N (12) 1 "E, x 34 A325 w /1" 12'S 8x1 FLG F °� 8x1 FLG 4 WEB i n 4 WBB 8 r FINISH FLR. / 8 M F. COLUMN 25-0 4 —(2) a "O A325 (TYP ) M F COLUMN TYP. PORTAL FRAME NO 1 !AN 0 5 2004 0 d- N 11a 2' -6 _ 20' -0 MARK 20' -0 20' -0 20' -0 GIRT LAP BOLTS 20' -0 `i ENDWALL ELEVATION AT LINE BLDG. "A 99 PORTAL FRAME: RAFTER ° d N A 2x2XfB + ice" , NEXT TO BRIDGING 8a i 2 2 SECTION 6A 3 VG 100' -0 ENDWALL ELEVATION_ AT LINE 5 BLDGS "A" & "C" ENDWALL FRAMING BOLTS MARK OTY DESCRIPTION SIZE A GIRT LAP BOLTS 1z" DIA x 1" MB B LOCATION 1 GIRT TO FRAME 1," DIA x 1" MB C ° CDL TO RAFT DIA x 119" A325 BLTS D N RAFT TO RAFT �" DIA x 1j° A325 BLTS 1 O COL. / PAT 1134 2' -6 PORTAL FRAME P.AFTEI a ¢ o! a a 0 0 IL 0 I- 0 I �n n B 12 2 2 -54 3' -4 3' -4 C D E E 12 SYMBOL QTY LOCATION N DESCRIPTION ° DRAWING STATUS 9 FOR APPROVAI THESE DRAWINGS, BEING FOR APPROVAL, ARE BY DEFINITION NOT FINAL, AND ARE FOR CONCEPTUAL REPRESENTATION ONLY THEIR ENDWALL ELEVATION AT LINE BLDG. 99C99 C 12 5 84 19' -9 SECTION B w /MIN 3" OF FILLET WELD TO PORTAL E3 V 25' -3 1012 w a a rn 0 O_ 0 0 a r7 h 0 :] R lr a Z' -54 12 2 2 -54 3' -4 3' -4 M� 2' -6 O 24 I SYMBOL QTY LOCATION N DESCRIPTION ° DRAWING STATUS 9 FOR APPROVAI THESE DRAWINGS, BEING FOR APPROVAL, ARE BY DEFINITION NOT FINAL, AND ARE FOR CONCEPTUAL REPRESENTATION ONLY THEIR N 9 1 O COL. / PAT 5/8' DIA x 1 1/4" A325 BOLTS WITHOUT WASHERS 4 ' -0 312 30' -0 � 20' -0 11 u II a u p u p PURPOSE IS TO CONFIRM PROPER INTERPRETATION OF THE PROJECT DOCUMENTS ONLY DRAWINGS ISSUED "FOR CONSTRUCTION" CAN BE n n a n - N 0 RAF / RAF. 5/8" DIA X 1 3/4" A325 BOLTS WITHOUT WASHERS 8x12 EEG CONSIDERED AS COMPLETE a WEB 4 WEB X FOR PERMIT THESE DRAWINGS, BEING FOR PERMIT, ARE BY DEFINITION NOT FINAL FINISH FLR. 9 9I IN THAT, AS A MINIMUM, PIECE MARKINGS ARE NOT IDENTIFIED. ONLY 25' -0 DRAWINGS ISSUED " FOR C014STRLICPDN " CAN BE CONSIDERED AS COMPLETE FOR CONSTRUCTION - FINAL DRAWINGS :] R lr a Z' -54 12 2 2 -54 3' -4 3' -4 M� 2' -6 O 24 I =0 N 3 -8 ° 9 3' -0 3' -0 N 9 3' -4 Tm c 4 ' -0 312 30' -0 � 20' -0 11 ENDWALL ELEVATION AT LINE 8.7 BLDG. "B" r Sx3., FLG. W1'EB M� O 24 I 24 N 9 9 (12) 3n "0 x 2 A325 w/12„ P'S u II a u p u p � n n a n - N I 8x12 FLC 8x12 EEG a WEB 4 WEB FINISH FLR. 9 9I M F, COLUMN 25' -0 - -(2) 4 "0 A325 (TYP ) M F COLUMN PORTAL FRAME N0, 2 JAN 0 5 2004 P'R`S a�vrsn/vs DATE DESCRIPIIGJ BY CWD metallic building company 19-03 FOR PERMIT TN 7301 FAIRIMEW .HOUSTON, TEXAS . P 0 BOX 40338 ZIP 77041 (713) 465 -7788 ZIP 77240 DESCRIPPoN ERECTION PLAN _ SIZE SEE BUILDING DESCRIPTION SHEET C1 CUSTOMER JT CONSTRUCTION L VINTAGE HARDWARE LDCATION PORT TOWNSEND, WA I CAD BY TN DRN BY CK D BY DATE SCALE JOB NU. PH BLDIG OL SHAT ND ISSL NONC 0805- 212346 E2 of 71 A S w O t N 84L L .IJ 84 4' -91A 90' -58 CLEAR 4' -911s 100' -0 0/0 STEEL FRAME CROSS SECTION AT LINES 2 & 3 CROSS SECTION ME AN M r'2 " FOR APPROVAI THESE DRAWINGS, BEING FOR APPROVAL, ARE BY DEFINITION NOT FINPL, AND ARE FOR CONCEPTUAL REPRESE14TATION ONLY THEIR PURPOSE IS TO CONFIRM PROPER INTERPRETATION OF THE PROJECT DOCUMENTS ONLY DRAWINGS ISSUED "FOR CONSTRUCTION" CAN BE CONSIDERED AS COMPLETE. FOR PFRbIIT- h THESE DRAWINGS, BEING FOR PERMIT, ARE BY DEFINITION NOT FINAL 114 THAT, AS A MINIMUM, PIECE MARKINGS ARE NOT IDENTIFIED ONLY DRAWINGS ISSUED " FOR CONSTRUCTION " CAN BE CONSIDERED AS COMPLETE FOR MNCTR12n Nd FINAL DRAWINGS JAN 0 5 2004 Ann �bA� DATE DESCRIPnoN I BY CK'B metallic buildi 9 coany Iq,P$ FOR PERMIT TN Eim 7301 FAIRVIEW •HOUSTON, TEXAS • PO BOX 4D338 ZIP 77041 (713) 486 -7788 ZIP 77240 DESCRIPBo4 FRAME CROSS SECTION SIZE SEE BUILDING DESCRIPTION SHEET C1 CUSTOMER JT CONSTRUCTION VINIAGE HARDWARE _ CROACL__- LOCAHON PORT TOWNSEND, WA CAB Bi TN DRR BY CK'D BY DATE SCALE I JOB NO PIi BLDG DESf. I SHEET NO 1 ISSI NONE I 0805- 21 234 6 I I """ I E4 of 11 1 A 2 12 1- 1 � t 5— 1'— 5 " -0 12 50 SA ,_tlt 4-11 4: -11 �r 4'_7713 4'_7713 4,_ P, �2 50'— 1 4, -11 4 1713 4,-111 e t 4 -11 iJ N tim 13 4'1113 t 4 4_ 71I 1 3 4 —17r7 1 3 tO 7 7 1m 4'_ 1v1am 1 414 — is 0 U mI hl N I I In N I.m ,ppUgLE LOK' PA EL D U13LE_LO p—` -- ANEL N v S 30 Z T J Sa t t 6a i 1 t J 30 (12) gOx234 A325 307 T S : W/a E'S 2' -6 ANTI —ROLL CLIP FLANGE BRk CE ON SIDE 48 (TYP.) OF FRAME UN 48 2 —6 48 ' FLANGE BRACE BOTH SIDES 2' -6 2' -0 '—(12) 8ox234 A325 a OF FRAME @ THIS LOCATIONS (12) 8*Ax234 A325J 48 2' -0 3 ^ * \N /4 )°'S W W/4 S '- I � ti z, w 0 6 -O IP N U a m _ CID N ,a I di N m 3, -4 3' -4 I 4 0 U I /FINISH FLOOR 4' -0 I 11 Sy 84 4' -9i6 _ 90' -58 CLEAR 4'-9,6 100' -0 0/0 STEEL ERAME CROSS SECT_L0N AT LNE 4 NOTL THE UNDERSIGNED IS OF RECORD IV R E 0 OJECT N r 7y o �? co o z w �o s Eoiast� JAN 0 5 2004 � DRAWING STATUS s XPO ❑OR APPROVAI NO. DATE DESCRIPTION BY CK'0 , metallic buil w -pang THESE DRAWINGS, BE,NG FOR APPROVAL, ARE BY DEFINITION NOT A IL -19-oj FOR PERMIT TN FINAI , AND ARE FOR CONCEPTUAL REPRESENTATION ONLY THEIR 7301 FAIRVIEW • HOLIISTON, TEXAS • P 0 BOX 40338 PURPOSE IS TO CONFIRM PROPER INTERPRETATION OF THE PROJECT ZIP 77041 (713) 466 -778B ZIP 77240 DOCUMENTS ONLY DRAWINGS ISSUED "FOR CONSTRUCTION" CAN BE CONSIDERED AS COMPLETE DESCRIPTION FRAME GROSS SECTION X FOR PERMIT SIZE SEE BUILDING DESCRIPTION SHEET C1 THESE DRAWINGS, BEING FOR PERMIT, ARE BY DEFINITION NOT FINAL � IN THAT, AS A MINIMUM, PIECE MARKINGS ARE NOT IDENTIFIED ONLY CUSTOMER JT CONSTRUCTION VINTAGE HARDWARE DRAWINGS ISSUED " FOR CONSTRUCTION " CAN HE CONSIDERED AS _ COMPLETE IOCAON POPT TOWVSEND, WA CAD BY TN El FnR cnmcTRUrnnIN DRN BY CK'D BY DATE SCAlE JOB NO PH BLDG DESC SHE E1 NO 1550E FINAL DRAWINGS NONE 0805 - 21234E 1 E4 of 11 A CROSS SECTION RANGE BRACE 8LT DTYJ }" z 1" MB. MARK QTY z n I TMc� owio[i[x Iniiix A ra � z4° H N gyp" i" 2i .. CROSS SECTION Ilm BRACE BLT Ott ' K I" MB. MARK OTY r snx[ pyE�p W7 2 }" BEARING FRAME RAFTER (W12x14) k 112 1 -23, 22' -2 4A "V DOCK Cgf.vZp) (4) j0x14A325 e0 C 7 2' -6 1 48 2' -6 48 = 2' -0 _ -- `-(12) 60x24 A325 ti' W/34 12'S 3' -8 i I < M = J Q w z w o a u 6'-0 d im N ;a i 3 -4 4' -0 (4) 340x2 A325 W /12 P'S 19' -3 (12) 0x234 A325 W /3, P'S FLANGE BRACE BOTH SIDES OF FRAME @ RAFIER FLANGE BRACE ONE SIBS OF FRAME ®COLUMN FINISH FLOOR Bel 4'-916 FRAME CROSS 5=10N AT LINE 5 — W8x10 CANOPY BRACKET SHOP WELDED TO W8x10 STUB COL - .4 „X„ W8x10 STUB COLUMN SHOP WELDED TO TOP OF MAIN FRAME RAFTER CONNECTION DETAILS o: a w J U C N 90' -58 CLEAR 0/0 STEEL 4' -ii'3 ca'8q 4' _}1 4'iP d,_ PA,y,"Lj - - _ 1 ' ANT I -ROLL CLIP - (TYP) i+ 18 2' -6 - 2' -6 4 �'S -- 3'-8 r_1 U ZI wi d+ 0 I _ 4 - - -i � I i J1 -� i G; SECTION `X JAN 0 5 2UU4 Li AT LINES 7 & (ONLY) 1 12 a r- 95' - -0a 4 FRAM ROSS _SECTION AT LINE 6, 7 CROSS SECTION TLINCE Ow AU OIY ",.I NS MARK OTY NH�uiin uIN& A 2112. B N �.. �. 2j. FOR APPROVAI _J THESE DRAWINGS. BEING FOR APPROVAL, ARE BY DEFINITION NOT PURPOSE S TO CO FIRMNPROPER INTER RETAITION OFO THE PROJECT DOCUMENTS ONLY DRAWINGS ISSUED "FOR CONSTRUCTION" CAN BE CONSIDERED AS COMPLETE X FOR PERMIT- THESE DRAWINGS, BEMG FOR PERMIT, ARE BY DEFINITION NOT FINAL IN THAT, AS A M.NIMUM. PIECE MARKINGS ARE NOT IDENTIFIED ONLY DRAWINGS ISSUED " FOR CONSTRUCTION " CAN BE CONSIDERED AS COMPLETE. FOR CONCTRNClION FINAL DRAWINGS t J� I w d� al 0 JAN 0 5 &I EXPIRE DATE DESCRIP ^ON ._ _ _ T B iC1 0 T4aq __ =OP FERIVIT — TN I - - t metallic bull Ong company -� 7301 FAIRVEW • HOUSTON, TEXAS • P.0 BOX 40338 -- --- -- - - ZIP 77041 (713) 465 -7189 ZIP 77240 DESCRIPTION FRAME CROSS SECTION SIZE SEE BUILDING DESCRIPTION SHEET Cl - - - -- CUSTOMER JT CONSTRUCTION V *NTAGF PARDWARE LOCATION PORT TOWNSEND, WA fCAQMlEl TN ; ORN BY CKO 8Y BLDG OESET NO ISSUE 212346 1 1 E7 C 11 A 2 12 24G3 'DOUBLE -LOK' PNL EAVE STRUT W8x10 24' -0 E.H. SOFFIT / CORNICE (BY OTHERS) T, (4)%m A325 21' -6 GLASS (BY OTHERS) 19' -0 ; M F. RAFTER Z ❑E-' SHTG d 1T -0 " u NOTE I SIDING MBC NOT TO PROVIDE ANY (BY OTHERS) GUTTER AT THIS SECTION 13' -4 GIRT (TYP.)--/ IFLG BRACE (TYP.) FLASHING TRIM (BY OTHERS) 4" C.M.U.- (BY OTHERS) COLUMN V -41 100' -0 0/0 STEEL E8 e 4 12 7' -234 BUILT -UP ROOF SYSTEM (BY OTHERS) 31' -312 E.H. , 22Go "Bp'D�r>;K Cru LV2D) WFE EAVE STRUT i BEARING FRAME RAFTER (W12x14) (4)10 x 134 A325 - �24Ca 'DOJBLE -LOK' PNL \IX 2 i2 12 , EAVE STRUT_ E H. SOFFIT / CORNICE (BY OTHERS) T 21' -6 GLASS 1 (BY OTHERS) 19' -0 n SIDING 17' -0 (BY OTHERS) I SHTG. 4 16' -0 GIRT (TYP (4) %o A325 M.F RAFTER NOTE I MHC NOT TO PROVIDE ANY GUTTER AT THIS SECTION - PIPE -STRUT (TYP ) FLG. BRACE (TYP.) m' M.F COLUMN a ' -4 7 NOTE I A BRACING Q THIS LOCATION FLASHING TRIM IS NOT SHOWN FOR CLARITY (BY OTHERS) NOTE I MEZZANINE BEAM FROM BLDG. "C' IS NOT SHOWN FOR CLARITY 4" C M.U- (BY OTHERS) rFINISH FLOOR 7' -4 100' -0 0/0 STEEL kc SECT E CROSS SECTION FUNM W BIT OTY 'i' x I" MB MARK OTY e va A6T AMT A N J' 1 24" B N d" 1 2S' 35' -0 TOP OF P PAP F -`'SF- 1. ,, oT �- 'E) I I/ e5 _SE 'S) f— I , ROOF SYST , ;;5•. rr Tr lc , 12GV "3" OE[.1_ I I (G��LVZO� ' I I -0 A f P4F TFR -- S"ST 5' STD^ WALL SiS (5" OTHERS) - - `,I F OOLJ1iN I 15' `,M1'OOD DECK ITPERS) �FN .,0S' O i•ii lz`) 4!)' - TF-1 ( F - ECTIQN__, Cam_ E 8, JAN 0 5 2004 r e- CAP FLASH 7 35' -0 TOP OF PARAPET (BY OTHERS) V-01 e fBACK PANEL 4 r SHEETING d DOUBLE -LOK" PIVL 35*- !, TO_ i �(By PO ?HERS; (BY OTHERS) -- � VARIES I Y,,i - BAC' /. PANEL a r � BUILT -UP ROOF SYST. i� .BY OihERS) (BY OTHERS) , -4q EH. 1'111' -UQ ROCS SlST -- - ,� a �T FLG BRACE (3r 0 -HERS QZ C1'q P� DI GIG SOFFIT /CORNICE PURLIN (6ALVZb� (BY OTHERS) z VARIES a i m (2) %0 x 112 A325 RAKE 4-�� I !� - '.'Tt 6/L.,g9u DECK 27' -0 A.F.F. BEARING FRAME RAFTER 21' -6 a w /3a 12'S —I' SPACE i -CEILING SYST. GLASS ----1 1 6" STUD WALL SYST. ; (BY OTHERS) (BY OTHERS) 1 1 5 A325 (BY OTHERS) 1 19' -0 I 1 5 F'S 1 - -!lF £" STUD WA —L i CORNER COLUMN n (B� 0— HESS,` SHTG d 17' -0 u SIDING (BY OTHERS) i , 1 13' -4 , , 34° PLYWOOD DECK GIRT (TYP.) FLG BRACE (TYP } C 16' -0 1 (BY OTHERS) , DECK m -E W. CO�UMN - -T-- - -- - - - --- --- -�', -t WOODEN JOIST 7' -4' [W= -_- o °L (BY OTHERS) \ dCTCH S'tV: WAl! -� 'V `- WOODEN ,10,SI 10' FLASHING TRIM °c t2i Q C (HY OTHERS) (BY OTHERS) \--MEZZ BEAM 4' -0 r i I , 1 4" C.M.U. y (BY CTHERS) ?' /-F;NISH FLOOR FLOOR 45-0 0/0 STEEL SECTION E9 -0 0/0 STEEL SECTION rb_'� E9 CROSS SECTION RMCE Wa BLT on 4, z f M9 MARE On sflltt ,E Dix A N 24' M N }° j" 2S A" & FNI H F_00h [[i i I _C Cl —r "GL - -- 91 -- _SECTION- E9 JAN 0 5 2004 35' -0 VARIES —7 RAKE A 6" STUD WALL SYST. (BY OTHERS) -CAP FLASH (BY OTHERS) BACK PANEL (BY OTHERS) BUILT -UP ROOF SYST. (BY OTHERS) PURLIN 22 CaA�0 DECK (GALV1.D) FLG. BRACE (2) 10 x 12 A325 W /3g @'S - -E.W COLUMN WOOD DECK OTHERS) JOIST 1ERS) 9 35' -0 TOP OF PARAPET I CAP FLASH (BY OTHERS) BACK PANEL NLL I d (BY OTHERS) WALL ED BE ROOF IN BLDG "A" " BE PBU' PANEL SHEETED BETWEEN LINES "E" & "C" BUILT -UP ROOF S"ST (BY OTHERS) VARIES RAKE 4- PURLIN 2Z C-)A"et>F_CIC (C- ALVZD) FLG BRACE EA SIDE Oc COL 6" STUD WALL SYST THEN 110' -0 0 -C. (BY OTHERS) I (2) -1m x 112 A325 TRANSITION TRIM W/iI 12's "DOUBLE —LOK" PNL. I STUB COLUMN VARIES BASE CHANNEL (4) %0 x 2 A325 PURLIN FLG. BRACE W /'2 R'S 3g ST IFF 2 (NS /FS) —S_ 0_11_& CROSS SECTION BEAM SIZE ELI mi i- s 1' NR NARK Ott t uus,u MEZZ BEAM WEB FLANGES ELEVATION LEFT CONNECTION RlGril ;.ONNEC710N 81 24 x 4 8 x 12 15' -814 (5) ROWS - 34 "m A325 W/ 21 X ;, THK ANGLES TL x 17 1T-K 82 SEE SHEET E2 FOR PORTAL FRAME (2) ROWS NO. 1 - 34 "¢ A325 -- - 21 PO'AS - 3, "¢ aJ;25 B3 W12 x 26 15' -114 W/ 2JL X ; THK ANGLES +1l 2 _L X 5 I.I. AmG; I S B4 W12 x 26 "'S' - -114 (2) ROWS — a "m /1325 - -- (2'. SOW'S ` 'm "a A�2E - W/ 2.k_ X , THK A+NG, ES IN, 2-L X - - - -- =(5) RONiS -- - THK : "m AN-,L=c — -- - l -i;c BS 1 24 x 4 1 8 x 2 15' -84 — -- - (5) ROWS - '`4 "m 4525 W/ 21. X ; THK ANGLES L X ; THK AN�;I FS B6 SEE SHEET E3 FOR PORTAL FRAME NO 2 87 24 x 1 8 x 12 15' -84 (3) 34 "0 A325 \ SHEAR V'S (3) 3, "m CROSS SECTION MAKE 9Wf ELI mi i- s 1' NR NARK Ott t uus,u A N 2i" B N 6' 2S' 12 F T ;,4! L DOvER- ) 2 j CAP FLASH //-(BY OTHERS) f6­ STUD WALL SE'S' (BY OTHERS) WALT_ COVER (BY OTHERS) L M F RAF TER FE < �C n SECTION f JAN 0 5 2004 412 98' -9 I SIDEWALL SHEETING AT LINE C BLDG. "A" 412 100' -0 0/0 STEEL ENDWALL SHEETING AT LINE 1 BLDG. "A" NOTEI FIELD CUT PANELS AS REQUIRED SIDEWALL SHEETING AT LINE G BLDGS "A" & 39 B9) 190' -0 NOTEI FIELD CUT PANELS AS REQUIRED I I I I 50' -0 ENDWALL SHEETING AT LINE 8.7 BLDG. "B" E 12 2 LAP�1' -0 II -- -- - - -- NOTES FIELD CUT PANELS -- ' -- - -- AS REQUIRED 50' -0 ENDWALL SHEETING AT I IN® BLDG. 9'C" !AN 0 5 2004 JAN 2 0 200 D 4 CITY OF PORT TOWNSEND BCD F a O N 0 Z a 3 0 z a J W CO z x U i W a D Q Z a 0 F v 0• LID U W 0 a N N 0 LoW Z a J _N I Lo M /N 1 i 33 w z J +r W F I of w ,n rn 0 tI ,1 r' • I rr ® 235 M ! n tvrrerr -r M 265.99 — S89 °06'50 "E — N DING REQUIRED IN 6th ST ET Sul ROW:-DIST�JR1MCE'SHAtt°OCt7 ONLY DURING TRAIL INSTALLATIO 235 w SFIR TS5 REMOVE TREES SLOT 1 REMOVE TREjE / 8FIR t�I ' XISTING BURIED T I WATER LINE M TREE220NMENT1 J I 7 d1 J � • < a EX SHUTOFF Ei 3N VALVE ® ®U + w �--- y EX. SHUT FTR .31 MAPLE T 6 , > DEMO FOUNDATION WALLS AND SLAB HOUSE TO BE MOVED BY OTHERS TREES +BIRO + i. TR Fi1EIRCN i TREF11 BIRCH REMOVE TREE / LOT A LOT 5 REMOVE TREES - r TREE22 HEMLOCK 7 CSR . . - -�'�I �REQ TREEI MAPLE EXISTING 1 "BURIED WATER LI EGGE OF RD –� EXISTING V BURIED WATER LINE 5TH STREET 265.99 /' TREEt?MORN jI// IFFIRE HYOi 13URz,) TREE13 z Pp `®-P AN 4N `PP PHN BOX S89 006'50 "E EcGECF Re - f —. TREES I5MCRNA TRE' 86FIR TREES I5MORHA + TREEi 1 SMDRtJA } ShiD + �_ 1 a E E Asp T ®s SEE N TE 3 s EoRFwERf IE =2 1E =22i 81 EXISTING SITE PLAN SCALE: 1" = 20' N T°06r50 "W . — — pp. oPP MTR pp i PP MTR ` s� FIR TREE2 SFIR ii C5 C) o N " LO 0 I SILT FENCE I I i ENCE f� w whit �° ry I� CIO w N (C o� MiN.qb LF IE =217 81 I EE NOTE 3 i ,LS 22s . PP VICTORIAN HARDWARE 2000 S I MS WAY PORT TOWNSEND, WA LEGAL DESCRIPTION: ALL OF BLOCK 256, PLAT OF EISENBEIS ADDITION TO PORT TOWNSEND PER VOLUME 2 OF PLATS, PAGE 24, RECORDS OF JEFFERSON COUNTY. PARKING: 25 PARKING SPACES REQUIRED 16 - DEVELOPED ON- STREET 10 - COMPACT EMPLOYEE SPACES 2 - ACCESSIBLE SPACES CIVIUSTRUCTURAL DRAWING SCHEDULE C -1 1 OF 7 SITE DEMOLITION PLAN C -2 2 OF 7 SITE PLAN C -3 3 OF 7 SITE PROFILES C -4 4 OF 7 CIVIL DETAILS S -1 5 OF 7 FOUNDATION PLAN S -2 6 OF 7 FOOTING PLAN S -3 7 OF 7 FLOOR SLAB PLAN NOTES: 1. CLEAR AND GRUB SITE TO REMOVE ORGANIC MATERIALS. 2. REMOVE TREES ON THE SITE AS INDICATED, AND ALL TREES IN CITY ROAD RIGHT -OF -WAYS AS INDICATED. 3. PROVIDE SILT FENCE AROUND SOUTH AND EAST SIDES OF SITE. PROVIDE CATCH BASIN INSERT FOR THE CATCH BASIN LOCATED ON SIMS WAY AT THE SOUTHEAST AND SOUTHWEST CORNERS OF THE SITE. 4. COORDINATE ALL UTILITY RELOCATIONS WITH THE UTILITY PURVEYOR. 5 HOUSE AND GARAGE TO BE REMOVED BY OTHERS AND UTILITIES MARKED AS CAPPED /DISCONNECTED TEMPORARY EROSION /SEDIME'TATION CONTROL NOTES: 1. THE TEMPORARY EROSION CONTROL SYSTEM SHALL BE INSTALLED AND INSPECTED BY THE PUBLIC WORKS INSPECTOR PRIOR TO ALL OTHER CONSTRUCTION. 2. WHERE POSSIBLE NATURAL VEGETATION WILL BE MAINTAINED FOR SILT CONTROL. 3 AS CONSTRUCTION PROGRESSES AND SEASONAL ^.ONDITIONS DICTATE, THE EROSION CONTROL FACILITIES SHALL BE MAINTAINED AND /OR ALTERED AS REQUIRED BY THE PUBLIC WORKS DIRECTOR TO ENSURE CONTINUING EROSION \SEDIMENTATION CONTROL. 4 TEMPORARY SILTATION PONDS AND ALL TEMPORARY SILTATION CONTROLS SHALL BE MAINTAINED IN A SATISFACTORY CONDITION UNTIL SUCH TIME THAT CLEARING AND \OR CONSTRUCTION IS COMPLETED, PERMANENT DRAINAGE FACILITIES ARE OPERATIONAL, AND THE POTENTIAL FOR EROSION HAS PASSED. 5. ALL DISTURBED LAND AREAS THAT WILL BE LEFT FOR 30 DAYS OR MORE DURING THE PERIOD OF MAY TO OCTOBER 1 SHALL BE IMMEDIATELY SEEDED WITH A MIX AND BY A METHOD APPROVED BY THE PUBLIC WORKS DEPARTMENT AND MAINTAINED UNTIL SEED GERMINATION IS ASSURED. IN ADDITION TO SEEDING, SLOPES OF 15% OR GREATER WILL BE MULCHED WITH 2 TONS OF STRAW PER ACRE, OR WITH AN APPROVED EQUAL. DURING THE REST OF THE YEAR , TEMPORARY SOIL STABILIZATION MUST BE APPLIED IMMEDIATELY TO DISTURBED AREAS THAT WILL BE LEFT EXPOSED FOR 7 DAYS OR MORE, AND IMMEDIATELY TO SLOPES GREATER THAN 15% THAT WILL BE LEFT EXPOSED FOR 2 DAYS OR MORE. 6. APPROVAL OF THIS PLAN DOES NOT CONSTITUTE AN APPROVAL OF DESIGN, SIZE, OR LOCATION OF PIPES, RESTRICTORS, OR DETENTION FACILITIES, BUT IS AN APPROVAL OF THE GRADING AND SEDIMENTATION CONTROL PLAN ONLY. 7 THE PUBLIC RIGHT —OF —WAY SHALL BE KEPT CLEAN. TRACKING OF MUD AND DEBRIS FROM THE SITE WILL NOT BE ALLOWED. FAILURE TO COMPLY WITH THIS CONDITION WILL RESULT IN ALL WORK ON THE SITE BEING STOPPED. Cotttatzt th6 Building Oeprtnlent t;1 7P ^, ;Wl lwnl 9r; IIl0i- .lf1r1 r:i1angie8 r , iii ,t••v` (l I,,; r15 Must ComPly With WA State Regs For Barrier -Free Facilities Or Design Per St. -Wide Amendment To UBC - "Ch 11 Accessibility" FIFERM011T =03 -226 NOTICE.• Plans are APPmved exwVff,ng any errors or omissions All work must Pass inspection in conformance with all aPPllcable codes and regulations. 20' 0' 20' 40' SCALE: 1" = 20' -0" Z ( O OZ� o w� wM x� 03 _O w° 0 'Cr O O N a � o � Ew a C) a A $3 0 g, rn "'O YVI`� N r � 4 JjW 4go x W z w 0. M z 0 x � Z � 0 o w U_ Q W "no F SHEET 1 OF 7 G� � 76 THE i.SFlR . . — , — . 33 . — • — , — . REM V VE TREE IIF RE U UIRED OT 8 CONSTRUCTION ENTRANCE MIN. 60 LF 3 I I (USE 1" MINUS QUARRY SPALLS) w T TREE2 5FI Z � T TREE2 SFIR x T TREE2 SFIR tq S SIGTjTREE21RR 235 w SFIR TS5 REMOVE TREES SLOT 1 REMOVE TREjE / 8FIR t�I ' XISTING BURIED T I WATER LINE M TREE220NMENT1 J I 7 d1 J � • < a EX SHUTOFF Ei 3N VALVE ® ®U + w �--- y EX. SHUT FTR .31 MAPLE T 6 , > DEMO FOUNDATION WALLS AND SLAB HOUSE TO BE MOVED BY OTHERS TREES +BIRO + i. TR Fi1EIRCN i TREF11 BIRCH REMOVE TREE / LOT A LOT 5 REMOVE TREES - r TREE22 HEMLOCK 7 CSR . . - -�'�I �REQ TREEI MAPLE EXISTING 1 "BURIED WATER LI EGGE OF RD –� EXISTING V BURIED WATER LINE 5TH STREET 265.99 /' TREEt?MORN jI// IFFIRE HYOi 13URz,) TREE13 z Pp `®-P AN 4N `PP PHN BOX S89 006'50 "E EcGECF Re - f —. TREES I5MCRNA TRE' 86FIR TREES I5MORHA + TREEi 1 SMDRtJA } ShiD + �_ 1 a E E Asp T ®s SEE N TE 3 s EoRFwERf IE =2 1E =22i 81 EXISTING SITE PLAN SCALE: 1" = 20' N T°06r50 "W . — — pp. oPP MTR pp i PP MTR ` s� FIR TREE2 SFIR ii C5 C) o N " LO 0 I SILT FENCE I I i ENCE f� w whit �° ry I� CIO w N (C o� MiN.qb LF IE =217 81 I EE NOTE 3 i ,LS 22s . PP VICTORIAN HARDWARE 2000 S I MS WAY PORT TOWNSEND, WA LEGAL DESCRIPTION: ALL OF BLOCK 256, PLAT OF EISENBEIS ADDITION TO PORT TOWNSEND PER VOLUME 2 OF PLATS, PAGE 24, RECORDS OF JEFFERSON COUNTY. PARKING: 25 PARKING SPACES REQUIRED 16 - DEVELOPED ON- STREET 10 - COMPACT EMPLOYEE SPACES 2 - ACCESSIBLE SPACES CIVIUSTRUCTURAL DRAWING SCHEDULE C -1 1 OF 7 SITE DEMOLITION PLAN C -2 2 OF 7 SITE PLAN C -3 3 OF 7 SITE PROFILES C -4 4 OF 7 CIVIL DETAILS S -1 5 OF 7 FOUNDATION PLAN S -2 6 OF 7 FOOTING PLAN S -3 7 OF 7 FLOOR SLAB PLAN NOTES: 1. CLEAR AND GRUB SITE TO REMOVE ORGANIC MATERIALS. 2. REMOVE TREES ON THE SITE AS INDICATED, AND ALL TREES IN CITY ROAD RIGHT -OF -WAYS AS INDICATED. 3. PROVIDE SILT FENCE AROUND SOUTH AND EAST SIDES OF SITE. PROVIDE CATCH BASIN INSERT FOR THE CATCH BASIN LOCATED ON SIMS WAY AT THE SOUTHEAST AND SOUTHWEST CORNERS OF THE SITE. 4. COORDINATE ALL UTILITY RELOCATIONS WITH THE UTILITY PURVEYOR. 5 HOUSE AND GARAGE TO BE REMOVED BY OTHERS AND UTILITIES MARKED AS CAPPED /DISCONNECTED TEMPORARY EROSION /SEDIME'TATION CONTROL NOTES: 1. THE TEMPORARY EROSION CONTROL SYSTEM SHALL BE INSTALLED AND INSPECTED BY THE PUBLIC WORKS INSPECTOR PRIOR TO ALL OTHER CONSTRUCTION. 2. WHERE POSSIBLE NATURAL VEGETATION WILL BE MAINTAINED FOR SILT CONTROL. 3 AS CONSTRUCTION PROGRESSES AND SEASONAL ^.ONDITIONS DICTATE, THE EROSION CONTROL FACILITIES SHALL BE MAINTAINED AND /OR ALTERED AS REQUIRED BY THE PUBLIC WORKS DIRECTOR TO ENSURE CONTINUING EROSION \SEDIMENTATION CONTROL. 4 TEMPORARY SILTATION PONDS AND ALL TEMPORARY SILTATION CONTROLS SHALL BE MAINTAINED IN A SATISFACTORY CONDITION UNTIL SUCH TIME THAT CLEARING AND \OR CONSTRUCTION IS COMPLETED, PERMANENT DRAINAGE FACILITIES ARE OPERATIONAL, AND THE POTENTIAL FOR EROSION HAS PASSED. 5. ALL DISTURBED LAND AREAS THAT WILL BE LEFT FOR 30 DAYS OR MORE DURING THE PERIOD OF MAY TO OCTOBER 1 SHALL BE IMMEDIATELY SEEDED WITH A MIX AND BY A METHOD APPROVED BY THE PUBLIC WORKS DEPARTMENT AND MAINTAINED UNTIL SEED GERMINATION IS ASSURED. IN ADDITION TO SEEDING, SLOPES OF 15% OR GREATER WILL BE MULCHED WITH 2 TONS OF STRAW PER ACRE, OR WITH AN APPROVED EQUAL. DURING THE REST OF THE YEAR , TEMPORARY SOIL STABILIZATION MUST BE APPLIED IMMEDIATELY TO DISTURBED AREAS THAT WILL BE LEFT EXPOSED FOR 7 DAYS OR MORE, AND IMMEDIATELY TO SLOPES GREATER THAN 15% THAT WILL BE LEFT EXPOSED FOR 2 DAYS OR MORE. 6. APPROVAL OF THIS PLAN DOES NOT CONSTITUTE AN APPROVAL OF DESIGN, SIZE, OR LOCATION OF PIPES, RESTRICTORS, OR DETENTION FACILITIES, BUT IS AN APPROVAL OF THE GRADING AND SEDIMENTATION CONTROL PLAN ONLY. 7 THE PUBLIC RIGHT —OF —WAY SHALL BE KEPT CLEAN. TRACKING OF MUD AND DEBRIS FROM THE SITE WILL NOT BE ALLOWED. FAILURE TO COMPLY WITH THIS CONDITION WILL RESULT IN ALL WORK ON THE SITE BEING STOPPED. Cotttatzt th6 Building Oeprtnlent t;1 7P ^, ;Wl lwnl 9r; IIl0i- .lf1r1 r:i1angie8 r , iii ,t••v` (l I,,; r15 Must ComPly With WA State Regs For Barrier -Free Facilities Or Design Per St. -Wide Amendment To UBC - "Ch 11 Accessibility" FIFERM011T =03 -226 NOTICE.• Plans are APPmved exwVff,ng any errors or omissions All work must Pass inspection in conformance with all aPPllcable codes and regulations. 20' 0' 20' 40' SCALE: 1" = 20' -0" Z ( O OZ� o w� wM x� 03 _O w° 0 'Cr O O N a � o � Ew a C) a A $3 0 g, rn "'O YVI`� N r � 4 JjW 4go x W z w 0. M z 0 x � Z � 0 o w U_ Q W "no F SHEET 1 OF 7 G� � T 6 , > DEMO FOUNDATION WALLS AND SLAB HOUSE TO BE MOVED BY OTHERS TREES +BIRO + i. TR Fi1EIRCN i TREF11 BIRCH REMOVE TREE / LOT A LOT 5 REMOVE TREES - r TREE22 HEMLOCK 7 CSR . . - -�'�I �REQ TREEI MAPLE EXISTING 1 "BURIED WATER LI EGGE OF RD –� EXISTING V BURIED WATER LINE 5TH STREET 265.99 /' TREEt?MORN jI// IFFIRE HYOi 13URz,) TREE13 z Pp `®-P AN 4N `PP PHN BOX S89 006'50 "E EcGECF Re - f —. TREES I5MCRNA TRE' 86FIR TREES I5MORHA + TREEi 1 SMDRtJA } ShiD + �_ 1 a E E Asp T ®s SEE N TE 3 s EoRFwERf IE =2 1E =22i 81 EXISTING SITE PLAN SCALE: 1" = 20' N T°06r50 "W . — — pp. oPP MTR pp i PP MTR ` s� FIR TREE2 SFIR ii C5 C) o N " LO 0 I SILT FENCE I I i ENCE f� w whit �° ry I� CIO w N (C o� MiN.qb LF IE =217 81 I EE NOTE 3 i ,LS 22s . PP VICTORIAN HARDWARE 2000 S I MS WAY PORT TOWNSEND, WA LEGAL DESCRIPTION: ALL OF BLOCK 256, PLAT OF EISENBEIS ADDITION TO PORT TOWNSEND PER VOLUME 2 OF PLATS, PAGE 24, RECORDS OF JEFFERSON COUNTY. PARKING: 25 PARKING SPACES REQUIRED 16 - DEVELOPED ON- STREET 10 - COMPACT EMPLOYEE SPACES 2 - ACCESSIBLE SPACES CIVIUSTRUCTURAL DRAWING SCHEDULE C -1 1 OF 7 SITE DEMOLITION PLAN C -2 2 OF 7 SITE PLAN C -3 3 OF 7 SITE PROFILES C -4 4 OF 7 CIVIL DETAILS S -1 5 OF 7 FOUNDATION PLAN S -2 6 OF 7 FOOTING PLAN S -3 7 OF 7 FLOOR SLAB PLAN NOTES: 1. CLEAR AND GRUB SITE TO REMOVE ORGANIC MATERIALS. 2. REMOVE TREES ON THE SITE AS INDICATED, AND ALL TREES IN CITY ROAD RIGHT -OF -WAYS AS INDICATED. 3. PROVIDE SILT FENCE AROUND SOUTH AND EAST SIDES OF SITE. PROVIDE CATCH BASIN INSERT FOR THE CATCH BASIN LOCATED ON SIMS WAY AT THE SOUTHEAST AND SOUTHWEST CORNERS OF THE SITE. 4. COORDINATE ALL UTILITY RELOCATIONS WITH THE UTILITY PURVEYOR. 5 HOUSE AND GARAGE TO BE REMOVED BY OTHERS AND UTILITIES MARKED AS CAPPED /DISCONNECTED TEMPORARY EROSION /SEDIME'TATION CONTROL NOTES: 1. THE TEMPORARY EROSION CONTROL SYSTEM SHALL BE INSTALLED AND INSPECTED BY THE PUBLIC WORKS INSPECTOR PRIOR TO ALL OTHER CONSTRUCTION. 2. WHERE POSSIBLE NATURAL VEGETATION WILL BE MAINTAINED FOR SILT CONTROL. 3 AS CONSTRUCTION PROGRESSES AND SEASONAL ^.ONDITIONS DICTATE, THE EROSION CONTROL FACILITIES SHALL BE MAINTAINED AND /OR ALTERED AS REQUIRED BY THE PUBLIC WORKS DIRECTOR TO ENSURE CONTINUING EROSION \SEDIMENTATION CONTROL. 4 TEMPORARY SILTATION PONDS AND ALL TEMPORARY SILTATION CONTROLS SHALL BE MAINTAINED IN A SATISFACTORY CONDITION UNTIL SUCH TIME THAT CLEARING AND \OR CONSTRUCTION IS COMPLETED, PERMANENT DRAINAGE FACILITIES ARE OPERATIONAL, AND THE POTENTIAL FOR EROSION HAS PASSED. 5. ALL DISTURBED LAND AREAS THAT WILL BE LEFT FOR 30 DAYS OR MORE DURING THE PERIOD OF MAY TO OCTOBER 1 SHALL BE IMMEDIATELY SEEDED WITH A MIX AND BY A METHOD APPROVED BY THE PUBLIC WORKS DEPARTMENT AND MAINTAINED UNTIL SEED GERMINATION IS ASSURED. IN ADDITION TO SEEDING, SLOPES OF 15% OR GREATER WILL BE MULCHED WITH 2 TONS OF STRAW PER ACRE, OR WITH AN APPROVED EQUAL. DURING THE REST OF THE YEAR , TEMPORARY SOIL STABILIZATION MUST BE APPLIED IMMEDIATELY TO DISTURBED AREAS THAT WILL BE LEFT EXPOSED FOR 7 DAYS OR MORE, AND IMMEDIATELY TO SLOPES GREATER THAN 15% THAT WILL BE LEFT EXPOSED FOR 2 DAYS OR MORE. 6. APPROVAL OF THIS PLAN DOES NOT CONSTITUTE AN APPROVAL OF DESIGN, SIZE, OR LOCATION OF PIPES, RESTRICTORS, OR DETENTION FACILITIES, BUT IS AN APPROVAL OF THE GRADING AND SEDIMENTATION CONTROL PLAN ONLY. 7 THE PUBLIC RIGHT —OF —WAY SHALL BE KEPT CLEAN. TRACKING OF MUD AND DEBRIS FROM THE SITE WILL NOT BE ALLOWED. FAILURE TO COMPLY WITH THIS CONDITION WILL RESULT IN ALL WORK ON THE SITE BEING STOPPED. Cotttatzt th6 Building Oeprtnlent t;1 7P ^, ;Wl lwnl 9r; IIl0i- .lf1r1 r:i1angie8 r , iii ,t••v` (l I,,; r15 Must ComPly With WA State Regs For Barrier -Free Facilities Or Design Per St. -Wide Amendment To UBC - "Ch 11 Accessibility" FIFERM011T =03 -226 NOTICE.• Plans are APPmved exwVff,ng any errors or omissions All work must Pass inspection in conformance with all aPPllcable codes and regulations. 20' 0' 20' 40' SCALE: 1" = 20' -0" Z ( O OZ� o w� wM x� 03 _O w° 0 'Cr O O N a � o � Ew a C) a A $3 0 g, rn "'O YVI`� N r � 4 JjW 4go x W z w 0. M z 0 x � Z � 0 o w U_ Q W "no F SHEET 1 OF 7 G� � 1 a E E Asp T ®s SEE N TE 3 s EoRFwERf IE =2 1E =22i 81 EXISTING SITE PLAN SCALE: 1" = 20' N T°06r50 "W . — — pp. oPP MTR pp i PP MTR ` s� FIR TREE2 SFIR ii C5 C) o N " LO 0 I SILT FENCE I I i ENCE f� w whit �° ry I� CIO w N (C o� MiN.qb LF IE =217 81 I EE NOTE 3 i ,LS 22s . PP VICTORIAN HARDWARE 2000 S I MS WAY PORT TOWNSEND, WA LEGAL DESCRIPTION: ALL OF BLOCK 256, PLAT OF EISENBEIS ADDITION TO PORT TOWNSEND PER VOLUME 2 OF PLATS, PAGE 24, RECORDS OF JEFFERSON COUNTY. PARKING: 25 PARKING SPACES REQUIRED 16 - DEVELOPED ON- STREET 10 - COMPACT EMPLOYEE SPACES 2 - ACCESSIBLE SPACES CIVIUSTRUCTURAL DRAWING SCHEDULE C -1 1 OF 7 SITE DEMOLITION PLAN C -2 2 OF 7 SITE PLAN C -3 3 OF 7 SITE PROFILES C -4 4 OF 7 CIVIL DETAILS S -1 5 OF 7 FOUNDATION PLAN S -2 6 OF 7 FOOTING PLAN S -3 7 OF 7 FLOOR SLAB PLAN NOTES: 1. CLEAR AND GRUB SITE TO REMOVE ORGANIC MATERIALS. 2. REMOVE TREES ON THE SITE AS INDICATED, AND ALL TREES IN CITY ROAD RIGHT -OF -WAYS AS INDICATED. 3. PROVIDE SILT FENCE AROUND SOUTH AND EAST SIDES OF SITE. PROVIDE CATCH BASIN INSERT FOR THE CATCH BASIN LOCATED ON SIMS WAY AT THE SOUTHEAST AND SOUTHWEST CORNERS OF THE SITE. 4. COORDINATE ALL UTILITY RELOCATIONS WITH THE UTILITY PURVEYOR. 5 HOUSE AND GARAGE TO BE REMOVED BY OTHERS AND UTILITIES MARKED AS CAPPED /DISCONNECTED TEMPORARY EROSION /SEDIME'TATION CONTROL NOTES: 1. THE TEMPORARY EROSION CONTROL SYSTEM SHALL BE INSTALLED AND INSPECTED BY THE PUBLIC WORKS INSPECTOR PRIOR TO ALL OTHER CONSTRUCTION. 2. WHERE POSSIBLE NATURAL VEGETATION WILL BE MAINTAINED FOR SILT CONTROL. 3 AS CONSTRUCTION PROGRESSES AND SEASONAL ^.ONDITIONS DICTATE, THE EROSION CONTROL FACILITIES SHALL BE MAINTAINED AND /OR ALTERED AS REQUIRED BY THE PUBLIC WORKS DIRECTOR TO ENSURE CONTINUING EROSION \SEDIMENTATION CONTROL. 4 TEMPORARY SILTATION PONDS AND ALL TEMPORARY SILTATION CONTROLS SHALL BE MAINTAINED IN A SATISFACTORY CONDITION UNTIL SUCH TIME THAT CLEARING AND \OR CONSTRUCTION IS COMPLETED, PERMANENT DRAINAGE FACILITIES ARE OPERATIONAL, AND THE POTENTIAL FOR EROSION HAS PASSED. 5. ALL DISTURBED LAND AREAS THAT WILL BE LEFT FOR 30 DAYS OR MORE DURING THE PERIOD OF MAY TO OCTOBER 1 SHALL BE IMMEDIATELY SEEDED WITH A MIX AND BY A METHOD APPROVED BY THE PUBLIC WORKS DEPARTMENT AND MAINTAINED UNTIL SEED GERMINATION IS ASSURED. IN ADDITION TO SEEDING, SLOPES OF 15% OR GREATER WILL BE MULCHED WITH 2 TONS OF STRAW PER ACRE, OR WITH AN APPROVED EQUAL. DURING THE REST OF THE YEAR , TEMPORARY SOIL STABILIZATION MUST BE APPLIED IMMEDIATELY TO DISTURBED AREAS THAT WILL BE LEFT EXPOSED FOR 7 DAYS OR MORE, AND IMMEDIATELY TO SLOPES GREATER THAN 15% THAT WILL BE LEFT EXPOSED FOR 2 DAYS OR MORE. 6. APPROVAL OF THIS PLAN DOES NOT CONSTITUTE AN APPROVAL OF DESIGN, SIZE, OR LOCATION OF PIPES, RESTRICTORS, OR DETENTION FACILITIES, BUT IS AN APPROVAL OF THE GRADING AND SEDIMENTATION CONTROL PLAN ONLY. 7 THE PUBLIC RIGHT —OF —WAY SHALL BE KEPT CLEAN. TRACKING OF MUD AND DEBRIS FROM THE SITE WILL NOT BE ALLOWED. FAILURE TO COMPLY WITH THIS CONDITION WILL RESULT IN ALL WORK ON THE SITE BEING STOPPED. Cotttatzt th6 Building Oeprtnlent t;1 7P ^, ;Wl lwnl 9r; IIl0i- .lf1r1 r:i1angie8 r , iii ,t••v` (l I,,; r15 Must ComPly With WA State Regs For Barrier -Free Facilities Or Design Per St. -Wide Amendment To UBC - "Ch 11 Accessibility" FIFERM011T =03 -226 NOTICE.• Plans are APPmved exwVff,ng any errors or omissions All work must Pass inspection in conformance with all aPPllcable codes and regulations. 20' 0' 20' 40' SCALE: 1" = 20' -0" Z ( O OZ� o w� wM x� 03 _O w° 0 'Cr O O N a � o � Ew a C) a A $3 0 g, rn "'O YVI`� N r � 4 JjW 4go x W z w 0. M z 0 x � Z � 0 o w U_ Q W "no F SHEET 1 OF 7 G� � NOTES: 1. CLEAR AND GRUB SITE TO REMOVE ORGANIC MATERIALS. 2. REMOVE TREES ON THE SITE AS INDICATED, AND ALL TREES IN CITY ROAD RIGHT -OF -WAYS AS INDICATED. 3. PROVIDE SILT FENCE AROUND SOUTH AND EAST SIDES OF SITE. PROVIDE CATCH BASIN INSERT FOR THE CATCH BASIN LOCATED ON SIMS WAY AT THE SOUTHEAST AND SOUTHWEST CORNERS OF THE SITE. 4. COORDINATE ALL UTILITY RELOCATIONS WITH THE UTILITY PURVEYOR. 5 HOUSE AND GARAGE TO BE REMOVED BY OTHERS AND UTILITIES MARKED AS CAPPED /DISCONNECTED TEMPORARY EROSION /SEDIME'TATION CONTROL NOTES: 1. THE TEMPORARY EROSION CONTROL SYSTEM SHALL BE INSTALLED AND INSPECTED BY THE PUBLIC WORKS INSPECTOR PRIOR TO ALL OTHER CONSTRUCTION. 2. WHERE POSSIBLE NATURAL VEGETATION WILL BE MAINTAINED FOR SILT CONTROL. 3 AS CONSTRUCTION PROGRESSES AND SEASONAL ^.ONDITIONS DICTATE, THE EROSION CONTROL FACILITIES SHALL BE MAINTAINED AND /OR ALTERED AS REQUIRED BY THE PUBLIC WORKS DIRECTOR TO ENSURE CONTINUING EROSION \SEDIMENTATION CONTROL. 4 TEMPORARY SILTATION PONDS AND ALL TEMPORARY SILTATION CONTROLS SHALL BE MAINTAINED IN A SATISFACTORY CONDITION UNTIL SUCH TIME THAT CLEARING AND \OR CONSTRUCTION IS COMPLETED, PERMANENT DRAINAGE FACILITIES ARE OPERATIONAL, AND THE POTENTIAL FOR EROSION HAS PASSED. 5. ALL DISTURBED LAND AREAS THAT WILL BE LEFT FOR 30 DAYS OR MORE DURING THE PERIOD OF MAY TO OCTOBER 1 SHALL BE IMMEDIATELY SEEDED WITH A MIX AND BY A METHOD APPROVED BY THE PUBLIC WORKS DEPARTMENT AND MAINTAINED UNTIL SEED GERMINATION IS ASSURED. IN ADDITION TO SEEDING, SLOPES OF 15% OR GREATER WILL BE MULCHED WITH 2 TONS OF STRAW PER ACRE, OR WITH AN APPROVED EQUAL. DURING THE REST OF THE YEAR , TEMPORARY SOIL STABILIZATION MUST BE APPLIED IMMEDIATELY TO DISTURBED AREAS THAT WILL BE LEFT EXPOSED FOR 7 DAYS OR MORE, AND IMMEDIATELY TO SLOPES GREATER THAN 15% THAT WILL BE LEFT EXPOSED FOR 2 DAYS OR MORE. 6. APPROVAL OF THIS PLAN DOES NOT CONSTITUTE AN APPROVAL OF DESIGN, SIZE, OR LOCATION OF PIPES, RESTRICTORS, OR DETENTION FACILITIES, BUT IS AN APPROVAL OF THE GRADING AND SEDIMENTATION CONTROL PLAN ONLY. 7 THE PUBLIC RIGHT —OF —WAY SHALL BE KEPT CLEAN. TRACKING OF MUD AND DEBRIS FROM THE SITE WILL NOT BE ALLOWED. FAILURE TO COMPLY WITH THIS CONDITION WILL RESULT IN ALL WORK ON THE SITE BEING STOPPED. Cotttatzt th6 Building Oeprtnlent t;1 7P ^, ;Wl lwnl 9r; IIl0i- .lf1r1 r:i1angie8 r , iii ,t••v` (l I,,; r15 Must ComPly With WA State Regs For Barrier -Free Facilities Or Design Per St. -Wide Amendment To UBC - "Ch 11 Accessibility" FIFERM011T =03 -226 NOTICE.• Plans are APPmved exwVff,ng any errors or omissions All work must Pass inspection in conformance with all aPPllcable codes and regulations. 20' 0' 20' 40' SCALE: 1" = 20' -0" Z ( O OZ� o w� wM x� 03 _O w° 0 'Cr O O N a � o � Ew a C) a A $3 0 g, rn "'O YVI`� N r � 4 JjW 4go x W z w 0. M z 0 x � Z � 0 o w U_ Q W "no F SHEET 1 OF 7 G� � NEW S NEW CURB & NEW NEW NEW a N N N O Cr` Z a 0 z a J w N w a 0 a Z a C> 0 V w 0 J a f 0 w Z a J W U N 0 11/11111 I p-� O ® o PROPOSED SITE PLAN SCALE: 1" = 20' N 0 ci 22S e PIPING SCHEDULE PIPE DIAM MATL LENGTH REMARKS P1 8" CPEP 140LF P2 8" CPEP 55LF P3 8" CPEP 22LF P4 10" CPEP 115LF P5 8" CPEP 22LF P6 10" CPEP 44LF P5 -2270 P7 8" 1 CPEP 30 LF P6 -2270 P8 10" CPEP 165LF R8 - 225.0 P9 10" CPEP 30LF P7 - 224.5 P10 12" CPEP 10LF P6 -226.5 P11 12" CPEP 20LF P8 -222.0 R1 6" PVC 19OLF 1225.0 R2 B. PVC 108LF R3 1 6" PVC 60LF 233.5 R4 6" 1 PVC I 45LF 233.5 R5 6" PVC 60LF 233.5 R6 6" PVC 40LF 2335 R7 6" PVC 40 LF 2 PARALLEL 40 FOOT LONG SECTIONS OF PERFORATED PVC PIPE RB 6" PVC 105 LF ROOF DRAIN OVERFLOW - CONNECT FROM RCB 7 TO CB7 PRECAST OnKli m Tr STRUCTURE SCHEDULE DES RIM INVERTS REMARKS IN OUT C61 233.0 GRATE P1 -230.5 C132 233.0 P1 - 228 8 P2 - 228 6 C33 232.0 GRATE P3 -228.5 CB4 232.0 P2 - 228.2 P4 - 228.2 P3 -2282 CB5 1229.4 1 GRATE P5 -2270 USE DIRECTIONAL VANE GRATE CBS 2294 P4 -2270 P6 -2270 USE DIRECTIONAL VANE GRATE PS - 227.0 CB7 2324 R8 - 225.0 P7 - 225.0 CBS P7 - 224.5 P8 - 224.0 CBS 2305 P6 -226.5 P9 -2265 CB1D 229.5 P8 -222.0 P10 -2220 P9 - 224.0 V1 1225.0 1 P10 -2215 P11 -221.5 STORMWATER MANAGEMENT, INC. 65KB' "STORMFILTER" VAULT CB11 P11 -221.0 SEE NOTE SET Cal OVER EXISTING SIMS WAY STORM DRAIN LINE, CONNECT P11 RCB1 233.5 - R1 -2320 RCB2 233.5 R1 -2310 R2 -2310 RCB3 233.5 R2 - 230 8 R5 - 230 8 RC84 2335 - R3 - 232.0 RCB5 2335 R3 - 231.0 R4 - 231 0 RCB6 2335 R4 - 230.2 R6 - 230 0 RCB 7 232.0 R5 - 230 0 SEE NOTE DISCHARGE TO SURFACE OF COMPOST BED R6 - 230.0 RCB 8 230.0 R7 - 226.0 118-2280 CONNECT R8 TO CB7 8 IE= 220.75 PLAN 1 6'x8' PRECAST STORMFILTER C -2 SCALE: NONE 30 "0 MANHOLE FRAME SECTION KA� 6'x8' PRECAST STORMFILTER C -2 SCALE: NONE RIM = 229.75 R® (TYP) 8 IE= 223.05 20' 0' 20' 40' SCALE: 1" = 20' -0" z 0� M 00 0�� O N w� N w� � N xC� 1w 03 V l■ � � O O d" O O N O o� 0 z w 0 Q: 0 d z Z d a O U t w F m oLL s m � Il 12 O woo a2 a Y � Zd J W SHEET 2OF7 CM2 SITE PLAN PROFILE LOCATIONS SCALE: 1" = 40' N f a N 12 N 0 rn z a 3 0 _J W U w a 0 a _ Z a 0 U of LO EnN U w 0 d J J Q En N 0 w Z Q J w U 37 0 rn . . . . . . . . . . . . . , . 220.00 �....... i. .......i.......i.......i....... i.. ......i........i.......i....... i.......i........i.. i....... 220.00 0 +00 CENTERLINE 1 +00 2 +00 CENTERLINE 3 +00 THOMAS McPHERSON PROFILE STREET STREET PARKING LOT LOOKING NORTH HORIZONTAL SCALE: 1" = 20' VERTICAL SCALE: 1" = 10' . . . . . . . . . . Q . . r . . . . . . . . . . . 240.00 ................................... ....... : ............. ..........° ..... ...° ; ...... ...... 240.00 MO O O N M L6 16•O M M M. a O N N N M O O ON : 6 230.00 _ ................... . ...............:.......:....... ........ ................; ................... ...... : ...... ...... ; ....... 230.00 220.00 i....... i. .......i.......i ....... i....... 0 +00...... 1 +00 CENTERLINE McPHERSON C STREET ...... i ........ i ........ i....... 7....... 1 ....... i .......i........�.. � .....�....... 1220.00 2 +00 CENTERLINE 3 +00 PROFILE THOMAS 5th STREET LOOKING NORTH STREET 3 HORIZONTAL SCALE: 1" = 20' VERTICAL SCALE: 1" = 10' p . �- • . . . . . . . • .. • • • • y • • • • • • • p • • . .�. . . . . . . ... . .� . . . . . . . 6 . . . . . . . r . . . . . . ... . . . . . . .�. . . . . . . .�. . . . . . . .. . . . . . . . . . . . . . . . . . . . . . �. . . . . . . .�. . . . . . . 240.00 : : : : w� . . . . . . . � 0 0 _ .. • p • O O O O O N c° r M . . . . . N ....;: N. ..N M N ... o ... pOj N N N ° _ 240.00 M N C> z 0 240.00 .... ; ...... ...... . .... : ..... : ... ...... ... O N : 240.00 rn M N �. O O . ..... O ...... 'O o� Mn o 1-29 2 0) r W� r�Waa N N N co w ." O X w w : ; N; O OEM d 0 N a N p re w O U IU) CP Gj O SHEET 3OF7 CW3 M O N 230.00 ....... ....... .. . N ....... 230.00 . . . . . . . . . . . . . , . 220.00 �....... i. .......i.......i.......i....... i.. ......i........i.......i....... i.......i........i.. i....... 220.00 0 +00 CENTERLINE 1 +00 2 +00 CENTERLINE 3 +00 THOMAS McPHERSON PROFILE STREET STREET PARKING LOT LOOKING NORTH HORIZONTAL SCALE: 1" = 20' VERTICAL SCALE: 1" = 10' . . . . . . . . . . Q . . r . . . . . . . . . . . 240.00 ................................... ....... : ............. ..........° ..... ...° ; ...... ...... 240.00 MO O O N M L6 16•O M M M. a O N N N M O O ON : 6 230.00 _ ................... . ...............:.......:....... ........ ................; ................... ...... : ...... ...... ; ....... 230.00 220.00 i....... i. .......i.......i ....... i....... 0 +00...... 1 +00 CENTERLINE McPHERSON C STREET ...... i ........ i ........ i....... 7....... 1 ....... i .......i........�.. � .....�....... 1220.00 2 +00 CENTERLINE 3 +00 PROFILE THOMAS 5th STREET LOOKING NORTH STREET 3 HORIZONTAL SCALE: 1" = 20' VERTICAL SCALE: 1" = 10' 230.00 _ . N, O• M N N N� ....... :............................. .......... ............ :....... : ....... ................ _230.00 COMPOST BED 220.00 . - .....i........i ....... i ....... i ....... �........ i........i........i ....... ....... ....... i ....... i........ i........i ........� ....... i ....... i ....... i........ i....... 220.00 -)1 +00 0 +00 1 +00 2 +00 3 +00 CENTERLINE 5th STREET PROFILE THROUGH SITE LOOKING WEST HORIZONTAL SCALE: 1" = 20' VERTICAL SCALE: 1" = 10' 20' 0' 20' 40' SCALE: V= 20' -0" z O M .�. . . . . . . ... . .� . . . . . . . 6 . . . . . . . r . . . . . . ... . . . . . . .�. . . . . . . .�. . . . . . . .. . . . . . . . . . . . . . . . . . . . . . �. . . . . . . .�. . . . . . . 240.00 : : : : w� BUILDING ; 0 0 _ .. • p • O O O O O N c° r M ...... O Ch M N ...... O M M N ...... O Ch M N .. .. 00 7 M N M. A. N, N ....;: N. ..N M N ... o ... pOj N N N ° _ 240.00 M N 230.00 _ . N, O• M N N N� ....... :............................. .......... ............ :....... : ....... ................ _230.00 COMPOST BED 220.00 . - .....i........i ....... i ....... i ....... �........ i........i........i ....... ....... ....... i ....... i........ i........i ........� ....... i ....... i ....... i........ i....... 220.00 -)1 +00 0 +00 1 +00 2 +00 3 +00 CENTERLINE 5th STREET PROFILE THROUGH SITE LOOKING WEST HORIZONTAL SCALE: 1" = 20' VERTICAL SCALE: 1" = 10' 20' 0' 20' 40' SCALE: V= 20' -0" z O M 00 Z,:"4� N w� w� N N x con C> z 0 O O N rn a� o� 1z o 1-29 2 0) r W� r�Waa O P 4w y0 co w t� Y40 X w w OEM d 0 z a d a re w O U IU) 5 w J F F SHEET 3OF7 CW3 60, 1 6.0' 1 15.0' SIDEWALK PLANTING STRIP l! 6.0' SIDE 9' WALK PARKING 2 1 SLOPES, TYPICAL ELEV =230.0 10.0' 16.0' 30.0' SECTION 11. = 10' -0" EXISTING PAVEMENT UNDERGROUND UTILITIES CURB & GUTTER, SEE T C-4 C-4 TYPICAL ROAD SECTION NOT TO SCALE 11' TRAFFIC LANE CURB & GUTTER, SEE T C -4 C -4 T} (V INFILTRA NEW PAVEMENT - 3" CLASS 'B' ASPHALT OVER 2" CRUSHED SURFACING TOP COURSE OVER TYPICAL ROAD SECTION NOT TO SCALE GRAVEL BED W/ GEOTEXTILE WRAP IF, ELEV =231.0 9 WOOD CHIP AND COMPOST BED A REPLACE SIDEWAYSWTH 6' O M CONCRETFIN DRIVEWAY AREA RAN . EXPANSION JOINT 3' MIN MEET SIDEWALK OR FUTURE SIDEWALK GRADE -2 %MAX, O� o JOINTS 2%MAMMUM SLOPE hy�0 NOT TO EXCEED �IN SIDEWALKAREA w RISE DRIVEWAY •• .. APRON J 6 EDGE 5' MIN 112" RADIUS COMPACTED SUBGRADE SEE NOTEMB A NOTES 1 ASPER SECTION 26 TYP 1 DRIVEWAY LOCATION TO BE APPROVED By CITY ENGINEER 2 WHEN SIDEWALK IS NOT PRESENT, DRIVEWAY APPROACH SHALL BE CONSTRUCTED TO MEET FUTURE SIDEWALK GRADE 3 SIDEWALK CROSS SLOPE SHALL NOT EXCEED 2% IN DRIVEWAY AND BYPASS AREAS 4. DRIVEWAY APRON AND SIDEWALK SHALL BE CONCRETE AND SEPARATED FROM OTHER CONCRETEWORK USING EXPANSION JOINTS 5 SIDEWALKS, CU RS AND GUTTER PER CITY STANDARD PLANS 6 EXPOSED AGGERGATE WORK OR SPECIAL SURFACE TREATMENT NOT ALLOWED IN RIGHT -OF -WAY WTHOUT APPROVAL 7 LONGITUDINAL DUMMY JONTS, 118" THICK AND I" DEEP, SHALL BE AT ALL INTERVALS NOT TO EXCEED 15 AND BE EQUALLY SPACED IN DRIVEWAY APPRONS. 8 CONCRETE SHALL BE CLASS3DDD 9 DRIVEWAY PAVING MATERIALS, OTHER THAN CONCRETE, MAYBE USED BETWEEN THESIDEWALKANDTHE RNJWITH CITY ENGINEER APPROVAL 10 EXPANSION JOINTS SHALL BE 114" THICK, FULL DEPTH, ASPHALT IMPREGNATED JOINT MATERIAL 11. SIDEWALK WIDTHS SHOWN ARE FOR RESIDENTIAL AREAS 1 TYPICAL ADA RAMP C-2 C -2 NTS 1/2 "R 5.5" 2% 1 "R 74T 1 "R Lp 11'i z 1/2" a ° '4 d e = NOTES z a 0 1. EXPANSION JOINTS SHALL BE ASPHALT IMPREGNATED JOINT MATERIAL v 2. EXPANSION JOINTS SHALL BE 112" THICK AND AT 20'4" INTERVALS > 3. DUMMY JOINTS SHALL BE AT 5' -0" INTERVALS 4. ALL UTILITY POLES, METER BOXES, ETC. IN SIDEWALK AREA SHALL HAVE 1/2" JOINT MATERIAL(FULL DEPTH) PLACED AROUND THEM BEFORE PLACING CONCRETE ,i 5. ALL JOINTS SHALL BE CLEANED AND EDGED 0 6. NO EXPOSED AGGERATE WORK SHALL BE DONE Ii 7. DRIVEWAY AND SIDEWALK SHALL BE SEPARATED FROM OTHER CONCRETE WORK USING EXPANSION MATERIAL F 8. CURB AND GUTTER SHALL NOT BE POURED INTEGERAL WITH DRIVEWAY `n 9 CONRETE SHALL BE CLASS 3000 O w Z Q J N DETAIL TYPICAL SIDEWALK I NO SCALE O d d a6.5" e e C ° d - SEE NOTE 9 12" TO 18" DEPENDING ON SLOPE AND STREET DESIGN NOTES 1 FORMS SHALL BE TRUE TO LINE AND GRADE AND SECURELY STAKED 2. DUMMY JOINTS SHALL BE PLACED ON 15 FOOT CENTERS DUMMY JOINTS SHALL BE 1/2" X1 -1/2" 3 THRU JOINTS SHALL BE PLACED ADJACENT TO CATCH BASINS, INLETS AND AT POINTS OF TANGENCYON STREETS, ALLEY AND DRIVEWAY RETURNS MAXIMUM SPACING SHALL BE30 FEET PRE - MOLDED JOINT FILLER SHALL BE 1/2" WIDE AND CONFORM TO AASHATO DESIGN M213. 4. ALL JOINTS SHALL BE CLEAN AND EDGE. 5 CONCRETE SHALL BE CEMENT CONCRETE, CLASS 300D. 6 STEEL FORMS SHALL ONLY BE USED ON TANGENT SECTIONS WOOD FORMS MAY BE USED ON CURVED SECTIONS. 7 FINISH SHALL BE LIGHT BROOM FINISH. 8. THE FINISHED CURB SHALL BE SPRAYED WITH A TRANSPARENT CURING COMPOUND AND COVERED WITH WATERPROOF PAPER OR PLASTIC MEMBRANE INTHE EVENT OF RAIN OR OTHER UNSUITABLE WEATHER. CURING TIME SHALL A MINIMUM OF 72 HOURS 9. ALL CURB AND GUTTER SHALL BE PLACED ON A MINIMUM OF 2" OF CRUSHED SURFACING TOPCOURSE 10. DUMMY JOINT 1/2"X 1 -112" BETWEEN A -1 CURB AND GUTTER AND THE SIDEWALK TYPICAL CURB & GUTTER NTS MUELLER CENTURY FIRE HYDRANT TWO 2 1/L" NST PORTS MAX 4" MIN 3" 7 CU. FT MIN WASHED GRAVEL PASSING 1 -1/2" AND RETAINED ON 1/4" MESH FOR DRAIN CONCRETE BLOCKING TO BE PLACED AGAINST UNDISTURBED SOIL(TYP) TO BE PLACED AGAINST UNDISTURBED SOIL(TYP) 16" X8" X4" MIN CONCRETE BLOCK MJ WITH RESTRAINT 314" ALL THREAD ROD LIVE TAP 4" NST STEAMER PORT z- 4" STORTZ ADAPTER 18" MIN, 28" MAX 0111,. VALVE BOX CAST IRON TEE, WITH 6" FLANGE SIDE OUTLET CONCRETE BLOCKING 6" GATE VALVE (FL X MJ) 6" DUCTILE IRON PIPE CLASS 52 CEMENT LINED OR C -900 PVC DETAIL FIRE HYDRANT FLANGED COUPLING ADAPTER (BOTH ENDS) i CUT -IN -TEE CONCRETE THRUST BLOCK » �iw wir �I i c irn�ll car- r�ON011 z 2' TYP. 2 TYP. N z GATE VALVE z 2' X Q FLX MJ z TYP TEE FL X FL x TAPPING VALVE ROMAC STA NLESS STEEL FLX MJ TAPPING SLEEVE VALVE AND SLEEVE SHALL BE CONTROLLED DENSITY SUPPORTED AND BACKFILLED BACKFILL POURED WIDTH OF UNDITURBED AS SHOWN BELOW- RIGHT. TRENCH, TWO FEET PAST GROUND VALVE FLANGE STARTING 1' ABOVE THE PIPE GATE VALVE FLXMJ _ __ Y �` 1' ABOVE PIPE =_ PIPE -- APPROVED PEA GRAVEL OR SAND BEDDING MATERIAL 2' COMPACTED SOLID BRICK SUPPORT NOTE: CONCRETE THRUST BLOCK 1. 11 MIL PLASTIC OR CONSTRUCTION FABRIC SHALL BE WRAPED AROUND PIPE AND FITTINGS BEFORE THRUST BLOCK AND BACKFILL ARE POURED. 2. CONTROLLED DESITY BACKFILL IS A PLANT MIX CONSISTING OF: 3100# SAND, 450# WATER, AND ONE SACK (94#) OF CEMENT. 3. MJ CUT IN TEES SHALL NOT BE PERMITTED. 4. SUPPORT VALVE AND SLEEVE CONTINUOULSY THROUGH INSTALLATION. 5. ALL THRUST BLOCKS TO BE PLACED AGAINST UNDISTURBED GROUND, 6. FOR ROAD REPAIR SEE STREET STANDARDS. DETAIL TAPPING SLEEVE VANED GRATE PER STD SW -7A SOLID COVER PER STn CVII-7R 2" X4" X8" SOLID BRICK USED FOR FINAL ADJUSTMENT TO GRADE 6" HIGH MAX 6" OR 12" CONCRETE RISER SECTION CLASS 4000 GONG PRECAST CONIC BASE SECTION W/ MAX OF ONE 20" DIA. KNOCKOUT PER SIDE, ENTERANCE ANGLE TO BE LIMITED BY KNOCKOUTS CLASS 4000 GONG PIPE OUTER DIA PLUS CB WALL THICKNESS SHALL NOT EXCEED 20" NOTES 21 1 ALL JOINTS WILL BE MOTARED IN AND OUT qw 2 CATCH BASIN TO CONFORM TO WSDOT STANDARD PLAN B -1 DETAIL TYPICAL CATCHBASIN NO SCALE PLAN lz �?0 3/4" NORMAL 1/8" R (TYP) O BAR i� T 1 2I� �,• 1/8" TO BAR 1 3i /4 SECTION A -A 3 NOTES 6" OR 12" SECTION B -B lV r r i 2 1. FOUNDRY NAME, THIS SIDE TO GRUB 4. WHEN LOCKING GRATE REQUIRED W /ARROW AIND (DI) FOR DUCTILE IRON SHALL HOLES WILL BE PROVIDED IN CASTING BE EMBOSSED ON TOP OF GRATE WITH 1/16" TO ALLOW FOR TWO 5/8" DIA RECESSED LETTERS STAINLESS STEEL SOCKET HEAD CAP SCREWS SO THAT NO PART OF HEAD 2. SEATING OF GRATE SHALL BE PROTRUDES ABOVE TOP OF CASTING. ACCOMPLISHEDBY ONE OF THE FOLLOWING: A 8 INTERGRALLY CAST PADS (1 -1/2" X3/4" X1 /8'). B. MACHINE BOTTOM SURFACE OUTSIDE A 17" DIA 3. MATERIAL USED SHALL BE DUCTILE IRON PER ASTM -A536, GRADE 80- 55 -06. ALL CASTINGS SHALL HAVE A BITUMINOUS COATING. DETAIL TYPICAL CATCHBASIN GRATE NO SCALE z O M m A D/WCUT O� Iwo - i .. Q •_...ik ..... y.. y. ... .. .. y.." » -: "r ". <•.� .. ^!^^r.^ .t R.Q.W. ...i" t "i. i i ♦ i i A' i .! '..Y Y 0 1/2" EXPANSION Q DUMMY 1/2" EX gNSION JOINT � � JOINT JQINT , i i... ♦. i i :. .. ... .... .... _o N w d- O w SIDEWALK WITH PLANTING STRIP d' A (TYPICAL) Of 0 N = NOTES z a 0 1. EXPANSION JOINTS SHALL BE ASPHALT IMPREGNATED JOINT MATERIAL v 2. EXPANSION JOINTS SHALL BE 112" THICK AND AT 20'4" INTERVALS > 3. DUMMY JOINTS SHALL BE AT 5' -0" INTERVALS 4. ALL UTILITY POLES, METER BOXES, ETC. IN SIDEWALK AREA SHALL HAVE 1/2" JOINT MATERIAL(FULL DEPTH) PLACED AROUND THEM BEFORE PLACING CONCRETE ,i 5. ALL JOINTS SHALL BE CLEANED AND EDGED 0 6. NO EXPOSED AGGERATE WORK SHALL BE DONE Ii 7. DRIVEWAY AND SIDEWALK SHALL BE SEPARATED FROM OTHER CONCRETE WORK USING EXPANSION MATERIAL F 8. CURB AND GUTTER SHALL NOT BE POURED INTEGERAL WITH DRIVEWAY `n 9 CONRETE SHALL BE CLASS 3000 O w Z Q J N DETAIL TYPICAL SIDEWALK I NO SCALE O d d a6.5" e e C ° d - SEE NOTE 9 12" TO 18" DEPENDING ON SLOPE AND STREET DESIGN NOTES 1 FORMS SHALL BE TRUE TO LINE AND GRADE AND SECURELY STAKED 2. DUMMY JOINTS SHALL BE PLACED ON 15 FOOT CENTERS DUMMY JOINTS SHALL BE 1/2" X1 -1/2" 3 THRU JOINTS SHALL BE PLACED ADJACENT TO CATCH BASINS, INLETS AND AT POINTS OF TANGENCYON STREETS, ALLEY AND DRIVEWAY RETURNS MAXIMUM SPACING SHALL BE30 FEET PRE - MOLDED JOINT FILLER SHALL BE 1/2" WIDE AND CONFORM TO AASHATO DESIGN M213. 4. ALL JOINTS SHALL BE CLEAN AND EDGE. 5 CONCRETE SHALL BE CEMENT CONCRETE, CLASS 300D. 6 STEEL FORMS SHALL ONLY BE USED ON TANGENT SECTIONS WOOD FORMS MAY BE USED ON CURVED SECTIONS. 7 FINISH SHALL BE LIGHT BROOM FINISH. 8. THE FINISHED CURB SHALL BE SPRAYED WITH A TRANSPARENT CURING COMPOUND AND COVERED WITH WATERPROOF PAPER OR PLASTIC MEMBRANE INTHE EVENT OF RAIN OR OTHER UNSUITABLE WEATHER. CURING TIME SHALL A MINIMUM OF 72 HOURS 9. ALL CURB AND GUTTER SHALL BE PLACED ON A MINIMUM OF 2" OF CRUSHED SURFACING TOPCOURSE 10. DUMMY JOINT 1/2"X 1 -112" BETWEEN A -1 CURB AND GUTTER AND THE SIDEWALK TYPICAL CURB & GUTTER NTS MUELLER CENTURY FIRE HYDRANT TWO 2 1/L" NST PORTS MAX 4" MIN 3" 7 CU. FT MIN WASHED GRAVEL PASSING 1 -1/2" AND RETAINED ON 1/4" MESH FOR DRAIN CONCRETE BLOCKING TO BE PLACED AGAINST UNDISTURBED SOIL(TYP) TO BE PLACED AGAINST UNDISTURBED SOIL(TYP) 16" X8" X4" MIN CONCRETE BLOCK MJ WITH RESTRAINT 314" ALL THREAD ROD LIVE TAP 4" NST STEAMER PORT z- 4" STORTZ ADAPTER 18" MIN, 28" MAX 0111,. VALVE BOX CAST IRON TEE, WITH 6" FLANGE SIDE OUTLET CONCRETE BLOCKING 6" GATE VALVE (FL X MJ) 6" DUCTILE IRON PIPE CLASS 52 CEMENT LINED OR C -900 PVC DETAIL FIRE HYDRANT FLANGED COUPLING ADAPTER (BOTH ENDS) i CUT -IN -TEE CONCRETE THRUST BLOCK » �iw wir �I i c irn�ll car- r�ON011 z 2' TYP. 2 TYP. N z GATE VALVE z 2' X Q FLX MJ z TYP TEE FL X FL x TAPPING VALVE ROMAC STA NLESS STEEL FLX MJ TAPPING SLEEVE VALVE AND SLEEVE SHALL BE CONTROLLED DENSITY SUPPORTED AND BACKFILLED BACKFILL POURED WIDTH OF UNDITURBED AS SHOWN BELOW- RIGHT. TRENCH, TWO FEET PAST GROUND VALVE FLANGE STARTING 1' ABOVE THE PIPE GATE VALVE FLXMJ _ __ Y �` 1' ABOVE PIPE =_ PIPE -- APPROVED PEA GRAVEL OR SAND BEDDING MATERIAL 2' COMPACTED SOLID BRICK SUPPORT NOTE: CONCRETE THRUST BLOCK 1. 11 MIL PLASTIC OR CONSTRUCTION FABRIC SHALL BE WRAPED AROUND PIPE AND FITTINGS BEFORE THRUST BLOCK AND BACKFILL ARE POURED. 2. CONTROLLED DESITY BACKFILL IS A PLANT MIX CONSISTING OF: 3100# SAND, 450# WATER, AND ONE SACK (94#) OF CEMENT. 3. MJ CUT IN TEES SHALL NOT BE PERMITTED. 4. SUPPORT VALVE AND SLEEVE CONTINUOULSY THROUGH INSTALLATION. 5. ALL THRUST BLOCKS TO BE PLACED AGAINST UNDISTURBED GROUND, 6. FOR ROAD REPAIR SEE STREET STANDARDS. DETAIL TAPPING SLEEVE VANED GRATE PER STD SW -7A SOLID COVER PER STn CVII-7R 2" X4" X8" SOLID BRICK USED FOR FINAL ADJUSTMENT TO GRADE 6" HIGH MAX 6" OR 12" CONCRETE RISER SECTION CLASS 4000 GONG PRECAST CONIC BASE SECTION W/ MAX OF ONE 20" DIA. KNOCKOUT PER SIDE, ENTERANCE ANGLE TO BE LIMITED BY KNOCKOUTS CLASS 4000 GONG PIPE OUTER DIA PLUS CB WALL THICKNESS SHALL NOT EXCEED 20" NOTES 21 1 ALL JOINTS WILL BE MOTARED IN AND OUT qw 2 CATCH BASIN TO CONFORM TO WSDOT STANDARD PLAN B -1 DETAIL TYPICAL CATCHBASIN NO SCALE PLAN lz �?0 3/4" NORMAL 1/8" R (TYP) O BAR i� T 1 2I� �,• 1/8" TO BAR 1 3i /4 SECTION A -A 3 NOTES 6" OR 12" SECTION B -B lV r r i 2 1. FOUNDRY NAME, THIS SIDE TO GRUB 4. WHEN LOCKING GRATE REQUIRED W /ARROW AIND (DI) FOR DUCTILE IRON SHALL HOLES WILL BE PROVIDED IN CASTING BE EMBOSSED ON TOP OF GRATE WITH 1/16" TO ALLOW FOR TWO 5/8" DIA RECESSED LETTERS STAINLESS STEEL SOCKET HEAD CAP SCREWS SO THAT NO PART OF HEAD 2. SEATING OF GRATE SHALL BE PROTRUDES ABOVE TOP OF CASTING. ACCOMPLISHEDBY ONE OF THE FOLLOWING: A 8 INTERGRALLY CAST PADS (1 -1/2" X3/4" X1 /8'). B. MACHINE BOTTOM SURFACE OUTSIDE A 17" DIA 3. MATERIAL USED SHALL BE DUCTILE IRON PER ASTM -A536, GRADE 80- 55 -06. ALL CASTINGS SHALL HAVE A BITUMINOUS COATING. DETAIL TYPICAL CATCHBASIN GRATE NO SCALE z O M 00 O� Iwo ~ N w� wN _o N w d- O d' O 0 N v � 2C�C 6-C �Ci>>C o G o G a G n. _ 3 o 0) N ~� y Prey o 3 _ r �z co Jbjyy o4�� 4g � X w 1.61 x 1..1 d �_I W F�1 L0 r U MCI r SHEET 4OF7 Cm4 N 4 N I § O N 4 N 4 N N Y 25'-0" 25' -0" 26-9' I I L,JJA L�JA II II I I S -1 S -2 I II II _ j _ III III I II II I II II I I III III I II II � II II � II 4 it II I II t l S_1 s_ I I I I I C I I 2 II I II I II I II �E II I II I II I II I III I III II I II II I II I,I I I,I �E II I II I I III I III I II I it I II I II L — JA I L — JA I � o I I 99'5" 190' -0" 25'8" F7 r LTITJ L I JA 6" FLANGED WATER LINE, STUB UP THROUGH SLAB III III II II II II III ICI II II II II III III II II II II III III II II II II III III II II II II ICI III II II II II µl S 1 g 2 TYPICAL II II it II III ICI II II II II g. III �I II I II FILl I� L —Jo 24'8" 24'8" r-r-1 A L TITI --J-- II III II II III II II III II II III II II III II II III II II III II II III II II III II II 25' -0" 25-9' 25' -0" 15' -0" F7 12's" - II I II I I III III I I I I ICI III ICI €� I I III I I I III � I I III I III I l o M s -1 s -2 2'W THICKENED SLAB II �II II I III I i III II / 25' II / / 3._3.. I I 0. / II II / I � /II Y I , p I oil 1 I II I r ! �i 95'3" m 25' -0" 20' -0" M1� 5' -0^ I 1 I I G m FAM11 N077CE.• pla any errors or pass inspecb all applicable 6 z O_ M Coo O w� w� x�con o a> o a 33r{",l Q ' , V4 `�� a N v O yeti � 3 n 6 a o +• _ � o O U, s� d X z w (L 0 2 0 4 o A u z r #.rl i' F SHEET. 5OF7 Sm I 5 6 G 1._3aW I CONC. SLAB I (4)1&0 Bs, EDGE 39" MIN PROJ, 20" MIN EMBED, COORD WITH PEMB MFGR , 1 TYPICAL BP -01, WORD 1 W / PEMB MFGR L 24'X24" - JA PLAN _ rT FOUNDATION TYPE A S-1 S -2 SCALE: 1/4" = 1' -0" 0 i #4 TIES @,TOC 3#4 TES @TOP (7) #6 EW, 2 CLEAR (8) #6 EW, 3" CLEAR 6 � _ g, -0.. r - - IDENT A B C D E F G H I i4),Y "OABs, I- - - (4) 1&0 AB.s, HOOKEDVERTICALS as 20' MIN EMBED, EIIDGE� 3Y" MIN PRDJ., 20" MIN. EMBED, BOTTOM REINF - EW 846 8�t6 716 7-#6 7 #5 745 _B#6 746 745 PEMB MFGR, TYPICAL 3)5" MIN. PROJ, 71 1 1 W / PEMB MFGR, COORD WITH PEMB MFGR, #4 REBAR DOWELS @24"OC, I BP -01 1 BP -08 DRILLED AND EPDXIED TO STEM WALL USING HVA HILT 8" a I EMBED, COORD VVITH BP -07, COORD — IT4PICA7 LW/ PEMB MFGR 24'X24" - #4s @ 12" O C HORIZ F #4s @18 "OC VERT —T PEMB MFGR, TYPICAL L CMU LEDGER BP -02& BP -03, COORD W/ PEMB MFGR I 1 p 1 6" SLAB ON GRADE W/ 6x6 BP -03, WORD W/ PEMB MFGR —24x24 6" PERF PIPE 10/10 REMESH ON DORIES, BIES, J4" BOND BREAKER, , AND 24x24 _ PLAN PLAN I I (3);75 GRADE _ 2 FOUNDATION TYPE B "S-JS-2 3 FOUNDATION TYPE C 2, -0„ SCALE: 1/4" = 1' -0" S -1 S -2 SCALE: 1/4" = 1' -0" a• ..♦ Ij� 1 7)#6ET 7- @CLEAR 1 I �)#64TES@OP• #411E5 12 "O.0 #4 TIES 12 @ 3 #4 TIES EAR 24'X24 "PIER W /8M _5 24'X24 "PIER W /B#6 a #6 EW 3 "CLEAR HOOKED VERTICAL (8) #fi EW, 3" CLEAR ^— �— 24 "124" PIER W/ 8 #6 HOOKED VERTICALS '^ a HOOKEDVERTICALS SECTION _ A FOUNDATION TYPE A S-2 S -2 SCALE: 1/4"=V-0" r, I r�I — 1 F FL1— I BP -08, WORD W / PEMB MFGR 24'k24" I I — — C 9._0,. 1 6. -0.. SECTION _ SECTION _ B FOUNDATION TYPE B O FOUNDATION TYPE C S -2 S -2 SCALE: 1/4" = 1' -0" S-2 S -2 SCALE: 1/4" = 1' -0" r- 1 124,24 1 GL - (4)iy "OA B.s, 1 J3;V' MIN PROD, 20" MIN EMBED., COORD. WITH PEMB MFGR, T4PICF>— BP -0B, COORD W / PEMB MFG ,.� PLAN _ PLAN _ 6 FOUNDATION TYPE F 7 FOUNDATION TYPE G S-1 S -2 SCALE: 1/4" = 1' -0" 'S-JS-2' SCALE: 1/4" = 1' -0" #4 TIES @1TOC IDENT A B C D E F G H I r 3#4 TIES @ TOP 1 z? (6) #5 EW, 2" CLEAR 1�— 24 "x24" PIER W/ 8 #6 iO " 3" CLEAR HOOKEDVERTICALS as 20' MIN EMBED, EIIDGE� COORD WITH BOTTOM REINF - EW 846 8�t6 716 7-#6 7 #5 745 _B#6 746 745 PEMB MFGR, TYPICAL R ,.� PLAN _ PLAN _ 6 FOUNDATION TYPE F 7 FOUNDATION TYPE G S-1 S -2 SCALE: 1/4" = 1' -0" 'S-JS-2' SCALE: 1/4" = 1' -0" #4 TIES @1TOC IDENT A B C D E F G H I r 3#4 TIES @ TOP 1 z? (6) #5 EW, 2" CLEAR 1�— 24 "x24" PIER W/ 8 #6 iO " 3" CLEAR HOOKEDVERTICALS as 20' MIN EMBED, EIIDGE� COORD WITH BOTTOM REINF - EW 846 8�t6 716 7-#6 7 #5 745 _B#6 746 745 PEMB MFGR, TYPICAL 1 #4 TIES @ 1210 C 3 #4 TIES @ TOP M #6 EW, 7' CLEAR (8) #5 EW, 3" CLEAR 24 "x24" PIER W/ 8 #6 HOOKED VERTICALS g,_0.. I 4 io SECTION _ SECTION _ F FOUNDATION TYPE KG FOUNDATION TYPE G S-2 S -2 SCALE: 1/4" = 1' -0" S-2 S -2 SCALE: 1/4" = 1' -0" 000 A 24'X24" I � I L - -1 H PLAN _ 8 FOUNDATION TYPE H S-1 S -2 SCALE: 1/4"=V-O" #4 TIES @ 12'O.0 3 #4 TIES @ TOP j #6 EW, 7, CLEAR 1 24'X24 "PIERW /8#6 #6 EW, 3" CLEAR HOOKED VERTICALS L� H I - 5. -U 'I SECTION _ H FOUNDATION TYPE H S -2 S -2 SCALE: 1/4" = 1' -0" 4 G 1 8.7 SIM 4, -0.. 1`0y" CONC (4) 1Ye "0 AB s, SLAB 3)$" MIN PROJ 20" MIN EDGE K24"X24" EMBED, COORD WITH PEM B MFGR, TYPICAL GONG E� RD SP -05 /BP -06, FGR COORD W/ 8'X18" E BEAM PEMB MFGR J o24'X24" PLAN 4 FOUNDATION TYPE D S-1 S -2 SCALE: 1/4" = 1' -0" 0 #4 TIES @ 12 "O C. 3#4 TIES @ TOP (7) #6 EM 2 CLEAR 3 "CLEAR L '� " HOOKEDVERTICALS HOOK ED VERTITICALL S SECTION _ D FOUNDATION TYPE D S-2 S -2 SCALE: 1/4" = 1' -0" PLAN III 5 FOUNDATION TYPE E S-1 S -2 SCALE: 1/4" = 1' -0" • a• . a . ' #4 TIES @ 3#4 TIES I n t {►— 24 "x24" PIER W/ 8 (7) HOOKED VERTIC, 3" E I 4, -0„ SECTION _ E FOUNDATION TYPE E S -2 S -2 SCALE: 1/4" = 1' -0" CONC. IDENT A B C D E F G H I SLAB (4) 1Y "O AS , DOE 3)9'MIN PROJ, L 9' -0" 9' -0" 6' -0" 8' -0" 4' -0" 4' -D" -D" 8' -0" 4' -0" 20' MIN EMBED, EIIDGE� COORD WITH BOTTOM REINF - EW 846 8�t6 716 7-#6 7 #5 745 _B#6 746 745 PEMB MFGR, TYPICAL 1 71 BP -04, WORD 1 W / PEMB MFGR, 24'X24" I � I L - -1 H PLAN _ 8 FOUNDATION TYPE H S-1 S -2 SCALE: 1/4"=V-O" #4 TIES @ 12'O.0 3 #4 TIES @ TOP j #6 EW, 7, CLEAR 1 24'X24 "PIERW /8#6 #6 EW, 3" CLEAR HOOKED VERTICALS L� H I - 5. -U 'I SECTION _ H FOUNDATION TYPE H S -2 S -2 SCALE: 1/4" = 1' -0" 4 G 1 8.7 SIM 4, -0.. 1`0y" CONC (4) 1Ye "0 AB s, SLAB 3)$" MIN PROJ 20" MIN EDGE K24"X24" EMBED, COORD WITH PEM B MFGR, TYPICAL GONG E� RD SP -05 /BP -06, FGR COORD W/ 8'X18" E BEAM PEMB MFGR J o24'X24" PLAN 4 FOUNDATION TYPE D S-1 S -2 SCALE: 1/4" = 1' -0" 0 #4 TIES @ 12 "O C. 3#4 TIES @ TOP (7) #6 EM 2 CLEAR 3 "CLEAR L '� " HOOKEDVERTICALS HOOK ED VERTITICALL S SECTION _ D FOUNDATION TYPE D S-2 S -2 SCALE: 1/4" = 1' -0" PLAN III 5 FOUNDATION TYPE E S-1 S -2 SCALE: 1/4" = 1' -0" • a• . a . ' #4 TIES @ 3#4 TIES I n t {►— 24 "x24" PIER W/ 8 (7) HOOKED VERTIC, 3" E I 4, -0„ SECTION _ E FOUNDATION TYPE E S -2 S -2 SCALE: 1/4" = 1' -0" CONC. IDENT A B C D E F G H I Pmax Kips 1140 278 78.5 47.2 10 0 19.0 96.0 70.6 19.0 Pmin Kips 10.0 -276 18 3 6.9 5 0 4.0 10 0 165 -4 0 SLAB W 6'-0" 6' -0" 6 " -0" 5' -0" 4' -0" 4' -0" 5' -0" 4' -0" L 9' -0" 9' -0" 6' -0" 8' -0" 4' -0" 4' -D" -D" 8' -0" 4' -0" H 5' -0" 5' -0" 5' -0" 5' -0" 5' -0" 5' -0" 5' -0" 5' -0" 5' -0" EIIDGE� TOP REINF - EW 7-#6 7-#6 646 7 #6 6-#5 645 7-016 7-16 1345 BOTTOM REINF - EW 846 8�t6 716 7-#6 7 #5 745 _B#6 746 745 NBR AB 4 4 4 4 4 4 4 4 4 1 71 MINIMUM PROJECTION 3 -1/2" 3 -1/2" 3 -112" 3-1/2" 2 -1 /2" 3 -1/2" 3 -12" 3 -12" 2-1/2" METALLIC REF BP -01 BP- 02/BP -03 #4 REBAR DOWELS @24"OC, I BP -01 BP -05/BP -06 BP -08 DRILLED AND EPDXIED TO STEM WALL USING HVA HILT 8" a / BP -07 BP -07, COORD SYSTEM OR EQUIVALENT 4" EMBEDMENT INTO STEM WALL LW/ PEMB MFGR 24'X24" - #4s @ 12" O C HORIZ F #4s @18 "OC VERT —T CMU LEDGER - FILTER FABRIC 6" SLAB ON GRADE W/ 6x6 6" PERF PIPE 10/10 REMESH ON DORIES, BIES, J4" BOND BREAKER, , AND DRAIN ROCK IL� I THICKENED SLAB EDGE I I (3);75 GRADE 6D REBAR, HORIZ 2, -0„ PLAN SECTION 9 FOUNDATION TYPE I J K FOUNDATION STEM WALL S -1 S -2 SCALE: 114" = 1' -0" S -1,S -3 S -2 S -1,5 -3 S -2 SCALE: 1/4" = 1' -0" as #4 TES @ 120.c. 3#4TIES @TOP I 2? (6)#5 EW, 2"CLEAR •- 1�— 24'X24 "PIERW(8 HOOKED VERTIC/ 3" CLEW, 3" CLEAR o — I SECTION I FOUNDATION TYPE I S-2 S -2 SCALE: 1/4" = 1' -0" 6" CONC SLAB, ELEV =234 DD 6 MIL VS CONT COMP FILL 18x18 TIE BEAM SECTION L TYPICAL TIE BEAM S -1 S-2 SCALE: 1/4" = 1' -0" ROOF DL: 10 PSF. INCL 5 PSF COLL ROOF LL: FLOOR DL: 55 PSF FLOOR LL: WIND: 80 MPH; EXP. C PARTIALLY ENCLOSED SEISMIC ZONE 3 R: 5.5 SOIL PROFILE: Sd NOTES: GENERAL: All work shall comply with UBC97, State, & Local Codes ANCHOR BOLTS /BEARING PLATES: See Metallic Building Company Drawings F1 and F2. SOILS: Design Soil bearing value 3,000 PSF, with 1/3 incr for W & S Allowable lateral sliding coef. = .33, passive 350 psf. See Geotechniral Report from Materials Testing and Construction, dated January 14, 2004. SUBGRADE' Subgrade shall be undisturbed native soil or well compacted fill If fill, obtain compaction testing reports indicating 95% compaction Excavate for footings and thickened edges from the prepared subgrade. Remove all loose soil from excavations. CONCRETE: 5 Sack/CY with maximum w/c ratio of 0.50,3/4" maximum aggregate. Maximum slump 4 -1/2 ", use water reducing agents to maintain w/c ratio at slump. fc =3,000 psi. Place using mechanical vibration. Hard Trowel finish. Apply Cure /Seal within 4 hours of placement. Exterior concrete to be light broom finish with 5% air entrainment. CONCRETE TESTING: All testing by independent laboratory. Provide visual inspection of concrete reinforcement and formwork. Test first concrete batch daily of each mix design for slump and obtain 4 cylinders to be cured for strength tests. Provide a minimum of 1 set of strength tests for each 70 yards placed. Contractor is to arrange and pay for all concrete testing services. REINFORCEMENT: All reinforcement #4 and larger: Grade 60. #3 reinforcement: Grade 40 or 60 unless noted to be GR 60. Provide corner bars at all comers. Lap reinforcement - Class B. Minimum cover: 3" to earth for footings, lY" to earth for slabs. Exposed to weather 1Y ". ANCHOR BOLTS: Anchor bolts shall be diam. indicated in schedule. Cast in bolts shall have 3" hook or std. head. A36 or A307. Drilled in adhesive anchors embedded 6" min. may be substituted. Adhesive anchor system shall be ICBO recognized. The following brands are preapproved- Rawl Chem -Stud, Hilti HVA, or Simpson ET. Stud to be A36 or A307. Install strictly per mfg. instructions. Cure anchors a minimum 24 hours before erecting steel. Increase embedment of bolts where indicated or required by design. STRUCTURAL ENGINEERING: INDICATED STRUCTURAL INFORMATION IS PROVIDED TO ESTABLISH THE GENERAL SCOPE OF THE PROJECT TO FACILITATE ESTIMATING THE REQUIRED WORK EFFORT. THE PRIME CONTRACTOR WOR PRE ENGINEERED METAL BUILDING CONTRACTOR SHALL PROVIDE SEALED CALCULATIONS AND INSTALLATION DRAWINGS FOR THIS PRE ENGINEERED METAL BUILDING COMPLETE AND IN ACCORDANCE WITH THE APPLICABLE INDUSTRY, STATE, AND LOCAL CODES. THE PEMB DESIGN PACKAGE SHALL PROVIDE CALCULATIONS AND DRAWINGS OF ALL STRUCT ELEMENTS OF THE BUILDING TO FORM A COMPLETE SYSTEM IN COMPLIANCE WITH THE CODES, INCLUDING FINAL FOUNDATION DESIGN, COLUMNS, SEISMIC BRACING, LATERAL LOAD SYSTEM, CONCRETE FILLED METAL DECK SLABS, ROOF FRAMING, GIRTS, PURLINS, HANGER DOOR SUPPORT SYSTEM, ENTRY CANOPY, RIGID FRAMES, TENSION TIES, AND OTHER STRUCTURAL ITEMS. SOILS & FOUNDATION DESIGN: ASSUMED 3000 PSF BEARING WITH A MINIMUM EMBEDMENT INTO THE BEARING STRATA OF 2 FEET. FOR LIGHT FOUNDATIONS FOOTING WIDTHS BETWEEN 12 TO 18 INCHES WIDE MAY BE USED PROVIDED FOOTINGS LESS THAN 18 INCHES WIDE ARE DESIGNED FOR 1500 PSF BEARING. FOUNDATIONS ARE DESIGNED TO RESIST UPLIFT, SLIDING AND OVERTURNING WITH A FACTOR OF SAFETY GREATER THAN 1.5 FOR WIND / SEISMIC LOADS. WHERE DESIGN HAS UPLIFT DUE TO DEAD OR LIVE LOADS, THE FACTOR OF SAFETY SHALL BE AT LEAST 2. WHERE DESIGN REQUIRES TENSION TIES, PROVIDE TIE ELEMENT BELOW THE SLAB ON GRADE WITH ALL TIE REINFORCING HAVING STAGGERED SPLICES SO NO MORE THAN 33% OF THE TIE IS SPLICED AT ANY LOCATION. COORDINATE TIE HEIGHTS WITH DRAINS & OTHER UTILITIES. EXCEPT FOR BOTTOM BARS OF PERIMETER THICKENED EDGES, SLAB REINFORCING SHALL NOT BE USED FOR CALCULATED FORCES. PERIMETER WALL FOOTINGS MAY BE EITHER A TYPICAL FOOTING AND STEM WALL OR A THICKENED SLAB EDGE AT THE CONTRACTOR'S OPTION, THICKENED SLAB EDGES SHALL BE DESIGNED FOR WALL DEAD LOADS, PROVIDE FOOTINGS AT THE BEARING DEPTH FOR FLOOR AND ROOF LOADS. STRUCTURAL WOOD: SPECIES & GRADES AS INDICATED: 2x4'S STUD GRADE, 2x6 AND LARGER HF #2 OR BETTER. GLU -LAMS: 24F V4, DF /DF. WOOD IN CONTACT WITH CONCRETE SHALL BE PRESSURE TREATED, ROOF SHEATHING MINIMUM 5/ CDX, WALL 7/6 CDX; FLOOR: %" CDX PLYWOOD. ORIENTED STRAND BOARD AND OTHER STRUCTURAL PANELS WITH SAME SPAN RATING MAY SUBSTITUTE FOR INDICATED PLYWOOD ENGINEERED WOOD MATERIALS ARE BASED ON TRUSS JOIST MCMILLAN PRODUCTS. ALTERNATE MANUFACTURERS ACCEPTABLE PROVIDED MANUFACTURER VERIFIES SUBSITIUTE HAS EQUAL OR GREATER CAPACITY BASED ON CODE TESTS. STRUCTURAL WOOD CONNECTIONS: LAG SCREWS: LAG SCREWS SHALL BE INSTALL IN LEAD HOLES BORED AS FOLLOWS: A. THE LEAD HOLE FOR THE UNTHREADED PORTION SHALL HAVE THE SAME DIAMETER OF SHANK DIAMETER, AND THE LENGTH EQUAL TO THE LENGTH OF THE UNTHREADED PORTION. B. THE LEAD HOLE FOR THE THREADED PORTION SHALL HAVE A DIAMETER EQUAL TO 60 TO 75% SHANK DIAMETER, AND THE LENGTH EQUAL TO THE LENGTH OF THE THREADED PORTION. LUBRICATION SHALL BE USED ON THE SCREWS OR IN THE LEAD HOLE TO FACILITATE INSERTION AND PREVENT DAMAGE TO THE SCREW. BOLTED JOINT: BOLTS MATERIAL ARE ASTM A307. BOLT HOLES SHALL BE A MINIMUM OFY32 INCH TO A MAXIMUM OF %6 INCH LARGER THAN THE BOLT DIAMETER. A WASHER OR A METAL PLATE SHALL BE PLACED BETWEEN THE WOOD AND THE BOLT HEAD AND BETWEEN THE WOOD AND THE NUT. FOOTING AND ANCHOR BOLT SCHEDULE IDENT A B C D E F G H I Pmax Kips 1140 278 78.5 47.2 10 0 19.0 96.0 70.6 19.0 Pmin Kips 10.0 -276 18 3 6.9 5 0 4.0 10 0 165 -4 0 LATmax Kips 9.5 22.2 0.0 31.7 7.5 8 5 10 0 201 8 5 W 6'-0" 6' -0" 6 " -0" 5' -0" 4' -0" 4' -0" 5' -0" 4' -0" L 9' -0" 9' -0" 6' -0" 8' -0" 4' -0" 4' -D" -D" 8' -0" 4' -0" H 5' -0" 5' -0" 5' -0" 5' -0" 5' -0" 5' -0" 5' -0" 5' -0" 5' -0" IT 20" 20" 16" 19, 12" 12" 20" 18" 12" TOP REINF - EW 7-#6 7-#6 646 7 #6 6-#5 645 7-016 7-16 1345 BOTTOM REINF - EW 846 8�t6 716 7-#6 7 #5 745 _B#6 746 745 NBR AB 4 4 4 4 4 4 4 4 4 AB DIAM 1 -1/4" 1 -1 /4" 1 -1/4" 1-114" 3/4" 1" 1" 1 -1/4" 3/4" MINIMUM EMBEDMENT 20" 20" 20" 20" 12" 16" 16" 2D" 12" MINIMUM PROJECTION 3 -1/2" 3 -1/2" 3 -112" 3-1/2" 2 -1 /2" 3 -1/2" 3 -12" 3 -12" 2-1/2" METALLIC REF BP -01 BP- 02/BP -03 BP -03 BP -01 BP -05/BP -06 BP -08 BP -08 BP -04 BP -07 z 000 O Z d1 W� N w° N x O Q 0 m m m z a G W T� r.l.n IJ� U i CA \ e v� z a z 0 a 0 z 0 SHEET 6OF7 SM2 w° ch O Q 0 m m m z a G W T� r.l.n IJ� U i CA \ e v� z a z 0 a 0 z 0 SHEET 6OF7 SM2 4 N 4 N °I § o a 4 N 4 N – 1 Y � N N 25' -0" 25'-0" 25'-0" 25'8" 1901 -011 24'8" 25--g- 25'-0" 15' -0" S -3 S -2 III I ( I I 6' PV!] LINE TO FOOTING DRAIN �-} �y FLOOR DRAIN FLOOR 6" CONCRETE SLAB W/ 6- 6/10 -10 WWF ON I I I I I I J S -3 S -2 DRAIN I I 6 MIL. VAPOR BAR41ER ON COMP. FILL I I °I a 1 , SAWCUT CONTROL I I a JOINTS AS SHOWN a l % "W x 2" DEEP I FF= 234.00 j I CD S-3 I I I I s -2 HUB STACK / I I I I I I I I I I I I I CONDUIT FOR T I / I I I I I I.T. & POWER y THICKENED SLAB: FLOOR TRAP I I / I I I I I 12" DEEP x 36" WIDE, ( FOR MOP SINK I I 13:1 TAPER TO 6" SLAB I W/ 3 #5 BARS, HIS IN SLAB TO BE 12" 1 I e I , , CONTINUOUS f�ROM FINISHED BACK WALLS & 18" FROM dINISHED SIDE WALLS I — — — — — — — — — — (VERI W/FRAMING PLAN) IN 6" S WALLS THRU ROOF — I J i•� J PERIMETER SUPPORT FOR 8" CMU 5' -P1 m �i N m 4 N 9 � I N z O 0z Q W= N x o w d- 0 cl- 0 >a0 &> U Q qw• 9 o o O J ¢O co X w w z a 0 0 v F SHEET'' 7OF7 -- S"13 PROJECT COORDINATOR: GUY HUPY DESIGN 21 1 TAYLOR ST, #31 A. PORT TOWNSEND, WA, 98368 360. 385.6052 ENGINEER OF RECORD:' WASHINGTON ENGINEERING MICHAEL W. BIGGS, PE 4040 WHEATON WAY, SUITE 202, BREMERTON, WA 98310 360 405 1420 BUILDING FABRICATOR: METALLIC BUILDING CO. 550 INDUSTRY WAY, ATWATER CA 95301 800 211 4948 DESIGN CRITERIA: OCCUPANCY GROUPS B, F -2, M, S -1 ,S -2 TYPE V -N SEISMIC ZONE 3 2 STORY 35' DESIGN LOADS — SOIL BEARING CAPACITY 3000 LBS. MTC REPORT 1/ 14/04 FLOOR LOADS 125 LBS LIVE, 2Q LBS DEAD - ROOF LOAD 40 LBS LIVE, 7.5 LBS DEAD, 25 LBS SNOW WIND LOAD 80 MPH, EXP. C OCCUPANT LOADS — B 2250 SQ FT PER FL 11 / 100123 PER FL 4500 SQ FT TOTAL F -2 600 SQ FT 11 /2001 3 M 3875 SQ FT i ST FL, 3825 SQ FT 2ND FL 11 /30, 1/601 196 S -1 16250 sQ FT 11 /5001 33 OCc. TOTAL OCCUPANT LOAD = 278 ALLOWABLE AREA — UNLIMITED, OCCUPANCY SEPARATION WALLS NOT REQUIRED PER UBC 505.2, 309.2.2 EXC3 - APPROVED SPRINKLER SYSTEM THROUGHOUT BUILDING PER PT FIRE DEPT PLAN REVIEW 1 1/5/03 CODE COMPLIANCE: PROJECT TO COMPLY WITH FINDINGS OF SEP4 MDNS LUP 03 -070, CII ZONING DESIGN REVIEW DETERMINATIONS, STREET AND UTILITY DEVELOPMENT PERMIT, AND BUILDING PERMIT. BUILDING TO COMPLY WITH 97 UBC, 97 UMC, 97 UFC, 97 UPC, 2001 WA ST ENERGY CODE, 2000 WSV&IAQC, WAC 51.40, AND 93 WATER CONSERVATION STANDARDS. DEFERRED SUBMITTALS: HVAC DESIGN, FIRE SPRINKLER LAYOUT, AND PLUMBING SPECS. TO BE INCLUDED IN MECHANICAL PERMITS SUBMITTED BY CONTRACTORS. �,tIU'ELa�E �CULt�norlS yE� bo �� 1��.�zi,�r;- �y 5,� -✓-t Li GU (l /M9 �l ��Cg4j� G0414te�j0 ->� tr e -lG• /a <��e� cv,Jp./�L� p,� js /�02 / -IIjA� �AV�� • ��� � � � ��l THE KELLY BUILDING PROJECT ADDRESS 2000 SfMS WAY Poai TOwrvscNO, WA, 98368 LEGAL DESCRIPTION: ALL OF BLOCK 2569 EISENBEIS ADDITION TO THE CITY OF PORT TOWNSEND G Jl 7 'Y c U TAX PARCELS: 948 325 601 AND 948 325 602 VICINITY MAP h TIA ,STRC= T P U d �I I DRAWING INDEX: COVER SHEET GUY HUPY DESIGN DRAWINGS : PG 1 SOUTH ELEVATION PG 2 EAST ELEVATION PG 3 MAIN FLOOR PLAN PG 4 SECOND FLOOR PLAN PG 5 WEST, NORTH ELEVATIONS PG 6 SECTION A -A PG 7 SLAB / PLUMBING LAYOUT PG 8 ROOF PLAN PG D-1 ENTRY DETAIL PG'D -2 FOUNTAIN POOL DETAIL PG D -3 ACCESSIBLE BATH DETAIL PG F -1 THRU F -4 INTERIOR FRAMING PLANS PG F -5 SECTION B -B, C -C STAIR DETAILS WASHINGTON ENGINEERING DRAWINGS: PG C- I THRU C -4 SITE PLANS AND CIVIL ENGINEERING PG S- 1 THRU S-3 STRUCTURAL FOUNDATION PLANS METALLIC BUILDING CO. DRAWINGS: PG C -1 COVER SHEET PG Es -1 INSTALLATION PROCEDURES PG F-1 , F -2 ANCHOR BOLT AND BASE PLATE PLANS PG E-1 THRU E-1 1 BUILDING PLANS 40 SHEETS TOTAL COtIf i the Ruild(ng Depariment .i .cu -f ❑iq! tD m81 -iPl t �� &70M IDE' /nne mro Approved arcapdng pass nspechon /1n o onformen with all applicable codes and regulations. Must Comply With WA State Regs For Barrier -Free Facilities Or Design Per St. -Wide Amendment To UBC - "Ch 11 Accessibility" ADO 3..22(; 56,-->U 1-1-1 -E- L-E un 0 ICI E PERMIT° # 3LD03 -226 1 �I r WIN VINTAGE HAi�17WARC ,� D II � ,l i• � �'� � y. �� ��' �i� tip iii - �� '�I � 0 loWHI A s ( E VX _ I CD ����-E = 1� ,TI in OFFICE _ ����� ®off . ® ©� � ©�►� f c -GIUY .I1U Y G C2 G 3 -5Z LL`s` 1-1:1 :ILDQ3 -226 Q i TO T;Z?l A IZAc -le sYs —rcm MOpvLC =.11" [)crp x Y, / 0, I+tAH - Z F-1-ao2s j 6 S1tCGVeS 2 08 mop u!.-r s 1(061' OF Iz,kcK uwl-rs 9 % 61 t-i/u cA-L 1--7. o r- s H air _ -3 6! 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(-rcri �Xis'rrn�Q Gr7}` Vitt -VE 0 a- �I N' p \OJ O Ll 1v _0 0 N 0 0 N v pc>-rC -- Pizovrpr F--zorLE py?-v O F H o.s c is 1 r3 5 7o f2 rGl �•�/� -T�)2 SY STt�'1 X�^ .5ALL �,IAL-VL -' Gory LANJPSC.A 10QN (SCC )rtm)4A77otiJ PLANJ) pr, LLD03 -22C E STORM DRAINAGE 1101.12.2 Rain leaders and conductors connected to a building storm sewer shall have a cleanout installed at the base of the outside leader or outside conductor before it connects to the horizontal drain. 1101.13 All rainwater sumps serving "public use" occupancy buildings shall be provided with dual pumps arranged to function alternately in case of overload of mechanical failure. 1102.0 Materials 1102.1 Conductors 1102.1.1 Conductors installed aboveground in buildings shall be constructed of materials specified in Table 14-1. 1102.1.2 The inside of conductors installed above ground level shall be of seamless copper water tube, Type K, L or M; Schedule 40 copper pipe or Schedule 40 copper alloy pipe; Type DW V copper drainage tube; service weight cast iron soil pipe or hubless cast iron soil pipe; standard weight galvanized steel pipe; or Schedule 40 ABS or Schedule 40 PVC plastic pipe. 1102.2 Leaders 1102.2.1 Leaders shall be constructed of materials specified in Table 14-1. 1102.2.2 Leaders shall be of seamless copper water tube, Type K, L or M; Schedule 40 copper pipe; Schedule 40 copper alloy pipe; type DWV copper drainage tube; service weight cast iron soil pipe or hubless cast iron soil pipe; aluminum sheet metal, galvanized steel sheet metal or copper sheet metal; standard weight galvanized steel pipe; Class DL or XL lead pipe; or Schedule 40 ABS or Schedule 40 PVC plastic pipe. 1102.3 Underground Building Storm Drains. All underground building storm drains shall be constructed of materials specified in Table 14-1. 1102.4 Building Storm Sewers. Building storm sewers shall be constructed of materials specified in Table 14-1. 1102.5 Subsoil Drains 1102.5.1 Subsoil drains shall be constructed of materials specified in Table 14 -1. 1102.5.2 Subsoil drains shall be open - jointed or of perforated pipe, vitrified clay, plastic, cast iron, or porous concrete. 1103.0 Traps on Storm Drains and Leaders 1103.1 Where Required. Leaders and storm drains, when connected to a combined sewer, shall be trapped. Floor and area drains connected to a storm drain shall be trapped. 1101.12 — 1105.2 Exception: Traps shall not be required where roof drains, rain leaders and other inlets are at locations allowed under Section 906.0, Vent Terminals. 1103.2 Where Not Required. No trap shall be required for a leader(s) or conductor(s) which is connected to a sewer carrying storm water exclusively. 1103.3 Trap Size. Traps, when installed for individual conductors, shall be the same size as the horizontal drain to which they are connected. 1103.4 Method of Installation of Combined Sewer. Individual storm -water traps shall be installed on the storm -water drain branch serving each storm -water inlet, or a single trap shall be installed in the main storm drain just before its connection with the combined building sewer. Such traps shall be provided with an accessible cleanout on the outlet side of the trap. 1104.0 Leaders, Conductors, and Connections 1104.1 Improper Use. Leaders or conductors shall not be used as soil, waste, or vent pipes, nor shall soil, waste, or vent pipes be used as leaders or conductors. 1104.2 Protection of Leaders. Leaders installed along alleyways, driveways, or other locations where they may be exposed to damage shall be protected by metal guards, recessed into the wall, or constructed from ferrous pipe. 1104.3 Combining Storm with Sanitary Drainage. The sanitary and storm drainage system of a building shall be entirely separate, except where a combined sewer is used, in which case the building storm drain shall be connected in the same horizontal plane through single wye fittings to the combined building sewer at least ten (10) feet (3048 mm) downstream from any soil stack. 1105.0 Roof Drains 1105.1 Material 1105.1.1 Roof drains shall be constructed of materials specified in Table 14-1. 1105.1.2 Roof drains shall be of cast iron, copper or copper alloy, lead or plastic. 1105.2 Dome or Strainer for General Use. All roof drains and overflow drains, except those draining to hanging gutters, shall be equipped with strainers extending not less than four (4) inches (102 mm) above the surface of the roof immediately adjacent to the drain. Strainers shall have a minimum inlet area above the roof level of not less than one and one -half (1 -1/2) times the area of the conductor or leader to which the drain is connected. 89 Table 11 -1 Size of Drain, Leader or Pipe, Flow, Inches gpm 2 3 4 5 6 8 Size of Drain Leader or Pipe, mm 50 80 100 125 150 200 23 67 144 261 424 913 UNIFORM PLUMBING CODE TABLE 114 Sizing Roof Drains, Leaders, and Vertical Rainwater Piping Maximum Allowable Horizontal Projected Roof Areas Square Feet at Various Rainfall Rates 1Vhr 2 "/hr 3 "/hr 4 17hr 5 "/hr 6 "/hr 2176 1088 725 544 435 363 6440 3220 2147 1610 1288 1073 13,840 6920 4613 3460 2768 2307 25,120 12,560 8373 6280 5024 4187 40,800 20,400 13,600 10,200 8160 6800 88,000 44,000 29,333 22,000 17,600 14,667 Notes: 1. The sizing data for vertical conductors, leaders, and drains is based on the pipes flowing 7/24 full. 2. For rainfall rates other than those listed, determine the allowable roof area by dividing the area given in the 1 inch/hour (25 mm/hour) column by the desired rainfall rate. 3. Vertical piping may be round, square, or rectangular. Square pipe shall be sized to enclose its equivalent round pipe. Rectangular pipe shall have at least the same cross - sectional area as its equivalent round pipe, except that the ratio of its side dimensions shall not exceed 3 to 1. tp1 I TABLE 11 -1 (Metric) Sizing Roof Drains, Leaders, and Vertical Rainwater Piping Maximum Allowable Horizontal Projected Roof Areas Flow, Square Meters at Various Rainfall Rates Lis 25mm/hr 50mm/hr 75mm/hr 100mm1hr 125mm/hr 150mm/hr 1.5 202 101 67 51 40 34 4.2 800 300 200 150 120 100 9.1 1286 643 429 321 257 214 16.5 2334 1117 778 563 467 389 26.8 3790 1895 1263 948 758 632 57.6 8175 4088 2725 2044 1635 1363 Notes: 1. The sizing data for vertical conductors, leaders, and drains is based on the pipes flowing 7/24 full. 2. For rainfall rates other than those listed, determine the allowable roof area by dividing the area given in the 1 inch/hour (25 mm/hour) column by the desired rainfall rate. 3. Vertical piping may be round, square, or rectangular. Square pipe shall be sized to enclose its equivalent round pipe. Rectangular pipe shall have at least the same cross - sectional area as its equivalent round pipe, except that the ratio of its side dimensions shall not exceed 3 to 1. tp1 I s;7^ C- I< 6-- 170015L-C-:-- Mt--rAL-L-Ir- TO rl(ZOVM5 Overflow drains having the same size as root drains connected to drain lines from roof drain lines sho-I b-aroyidod.1egofth L-OK FAiJCL- (�,N 57�-:GL Koor- -ro WbL-L overflow scWpers th size of root drains should be installed i aD be et walls. The ovearfjlow FtJrzLlt\f s vrt STEEt�IZ/�r i t= ; y j ( i 1 inlets I ovate d 2 inches 1 mm) a overflows e the low points of thiFioof. ($ection 1 M -T S r-AM L� T NV/kLL- bY NCTAL-LIC- 5L/lL-L?IKJC� (-'0. IE jl! 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F- O 9 I\ i g,o 6" $ 0 6#1 8,o„ 6,1 2" LxG �OV(.r rin SZv{riS ZrU..G, 3 °61 G. �, ZS7o 3.7° 6X8 3 —Z-XS 4 P,01/4 f:,-Iyz 5T+)DS Z/ o, C- 0- 6c7k2 /rJA \vfOVL,LS 13 v 14r1��� 0 CTL S�Pri 2 Z`Y °. i --) N Ti b M N J 3/0, Lot 17 \�ll/ac1ZLl�C7USL _- I i I 710,1 6 -7 1. 4 /6,, Zsiv„ " Co X 7— q -- F 1 i2.5 i 1- L O r rR.. ` 1s C� .- It` rw,., /�, M-1 Ind Ct, F 1-- / \A -) �" v zu " 0 hT ti i I 1 1 N �o �G PERMIT ft 4D03-22e D 0 N G L f �: hJ T - - - 14._L,_L -L 'r' - - -- -- - i_ - 4 i. 20 3/6 S 36r, �i 3/6, 3/6 „I, 316r, I 3S` a 6` 36 36 36 �6 36 Zo 6 3_ - - -- - -- - - - ---- -- - -- - ---- --- --- -- -- --- -- -. -_-- - -- ------ --- --- - . - _._._---- -- -, --- -_- .__ - -- - - -- - --- -- X -- / C u i 18” r r� �7 U U PERMIT ADO C A I W r 1 — p� sue, �rl 1/ o 36g� 3 °S° 3686 36a' S'g° 368 3 "S� 3 "8 3(-�1 0, z v 0 PERVT O `ILD0 3 - 2 ° c - - - - - - -- G` v `� H U C� i ti C-:.51 Gx. - - 3 _ - 3 ,s - - a - - -- �G A L E / � � � �_ � //0 o � G � I � � - � j \ I A I W r 1 — p� sue, �rl 1/ o 36g� 3 °S° 3686 36a' S'g° 368 3 "S� 3 "8 3(-�1 0, z v 0 PERVT O `ILD0 3 - 2 ° c - - - - - - -- G` v `� H U C� i ti C-:.51 Gx. - - 3 _ - 3 ,s - - a - - -- �G A L E / � � � �_ � //0 o � G � I � � - � ACCESSIBILITY DESIGN FOR ALL STAIRWAYS Since many persons cannot use stairways, they are not considered to be part of the accessible route of travel; however, there are many persons who can use them if they are properly designed, and free of hazards. Stairways can be hazardous to persons who are par- tially sighted or blind The approach to stairways should be identified by tactile warning signals which inform persons with sight disabilities of their pre- sence and their direction (up or down). It further is recommended that consideration be given to high - contrast delineation of tread nosings. Where stair- ways intersect a route of travel, it is advisable to set back the nosing of the first riser not less than 24 Inches This allows space for a person to come to rest on the floor level before entering the route of travel; it also keeps the handrail extension from, projecting into the route of travel. It is important to emphasize that only the hand grip portion of the handrail must comply with the regula- tion (Cf Sec. 1003.3.3.6, Appendix A, p. 29). The regulations stipulate that there be a "space of not less than 1v2 inches between the wall and the handrail." [emphasis added — Ed.] It is critically Important, and the Americans with Disabilities Act Accessibility Guidelines require, that the space also be not more than 11/2 inches. Another functional con- straint is to maintain a continuous gripping surface uninterrupted by handrail fastenings, newel posts, etc. Handrails should be continuous around intermediate landings. Stairways frequently used by children should have an additional set of handrails, 24 inches above the line of the tread nosings. The regulations prohibit open risers in other than R -1 Occupancies. This provision eliminates the associated hazards which can result in tripping, with consequent injury to the user, and liability to the building owner. Where stairways serve areas for evacuation assist- ance, there must be 48 inches between handrails RE REQUIRED LANDING HANDRAIL EXTENSION RETURN TO WALL _I i ri ■a u. is r r•% ai ro, �IIn au, rn. iu. Ix�� 110423 Stairway Width. Each stairway adjacent to an area for evacuation assistance shall have a minimum dear width of 48 inches (1220 mm) between handrails. 1106.9 Stairways. 1106.9.1 General. Stairways required to be accessible shall comply with Section 1003.3.3 and provisions of this section. 1106.9.2 Open risers. Open risers shall not be permitted. EXCEPTION. Stairways In Group R, Division 1 apartment buildings may have open risers. 1106.9.3 Nosings. Stair nosings shall be flush, slip - resistant and rounded to a radius of 112 inch (13mm) maximum. Risers shall be sloped, or the underside of the nosing shall have an angle of not less than 60 degrees from the horizontal Nosings shall project no more than 1112 inches (38 mm). 1106.9.4 Exterior stairways. Exposed stairways and their approaches shall be constructed to prevent the ac- cumulation of water on walking surfaces. SECTION 1003 — GENERAL EGRESS REQUIRE- MENTS 1003.3.3.1 General (Stairways). Every stairway having two or more risers serving any building or portion thereof shall conform to the requirements of Section 1003 3.3 For the purposes of Section 1003.3.3, the term "stairway" shall include stairs, landings, handrails and guardrails as applicable Where aisles in assembly rooms have steps, they shall conform with the reequlrements In Section 1004.3.2 For the purpose of this chapter, the term "step' shall mean those portions of the means of egress achieving a change In elevation by means of a single riser. Individual steps shall comply with the detailed requirements of this chapter that specify applicability to steps. EXCEPTIONS. 1 Stairs or ladders used only to attend equipment or window wells are exempt from the requirements of this section. 2. Stairs or ladders within any individual dwelling unit used to gain acces to areas of 200 square feet (18 6 m°) or less, and nor containing the primary bathroom or kitchen, are exempt from the requirements of this section 1003.3.3.3 Rise and run. The rise of steps and stairs shall not be less than 4 Inches (102 mm) nor more than 7112 inches (190 mm). The greatest riser height within any flight of stairs shall not exceed the smallest by more than still Inch (9 5 mm) Except as permitted In Sections An Illustrated Handbook 1003.3 3 8.1, 1003.3.3.8.2 and 1003 3 3 8.3, the run shall not be less than 10 inches (254 mm) as measured horizontally between the vertical planes of the furthermost [sic] projections of adjacent treads or nosings Stair treads shall be of uniform size and shape, except the largest tread run within any flight of stairs shall not exceed the smallest by more than 316 Inch (9 5 mm). EXCEPTIONS: 1 Private steps and stairways serving an occupant load of less than 10 and stairways to unoccuppled roots may be constructed with an 8 -inch- maximum (203 mm) rise and a 9- inch - minimum (229 mm) run 2 Where the bottom or top riser adjoins a sloping public way, walk or driveway having an established grade and serving as a landing, the bottom or top riser may be reduced along the slope Where Exception 2 to Section 1103.2 2 is used in a building design, the run of stair treads shall not be less than 11 inches (279 mm), as measured horizontally between the vertical planes of the furhtermost [sic] projections of adjacent tread [sic]. The largest tread run within any flight of stairs shall not exceed the smallest by more than 318 inch (9.5 mm). 1003.3.3.6 Handrails. Stairways shall have handrails on each side, and every stairway required to be more than 88 inches (2235 mm) in width shall be provided with not less than one Intermediate handrail for each 88 inches (2235 mm) of required width Intermediate handrails shall be spaced approximately equally across the entire width of the stairway EXCEPTIONS: 1 Slairways less than 44 inches (1118 mm) in width or stairways serving more thane individual dwelling and in Group R, Division 1 or 3 Occupancies or a Group R, Division 3 congregate residence may have one handrail This exception shall not be used concurrently with the second exception to the fust paragraph of Section 1103 2 2 2 Private stairways 30 inches (762 mm) or less to height may have handrails on one side only. This exception shall not be used concurrently with the second exception to the first paragraph of Section 1103.22 3 Stairways having less than four risers and serving one individual dwelling unit in Group R, Division 1 or 3, or a Group nR, Divisor, 3 congregate residence or Group U Occupancies need not have handrails The top of handrails and handrail extensions shall be placed not less than 34 inches (864 mm) nor more than 38 Inches (965 mm) above landings and the nosing of treads Handrails shall be continuous the full length of the stairs and, except for private stairways, at least one handrail shall extend in the direction of the stair run not less than 12 inches (305 mm) beyond the top riser nor less than a length equal to one tread depth plus 12 Inches (305 mm) beyond the bottom riser Ends shall be returned or terminate In newel posts or safely terminals. EXCEPTIONS: Private slauways do not require handrail extensions. 2 Handrails may have starting or newel posts within the first tread on stairways In Group R, Divison 3 Occupancies and within Individual dwelling units of Group R, Division 1 Occupancies The handgrip portion of handrails shall not be less than 1114 inches (32 mm) nor more than 2 inches (51 ITT) in cross - sectional dimension or the shape shall provide an equivalent gripping surface. The handgrip portion of handrails shall have a smooth surface with no sharp corners. Handrails projecting from a wall shall have a space of not less than 11/2 (38 mm) between the wall and the handrail SECTION 1112— ALTERATIONS 1112.1.3 Installation of stairs or escalators. Where an escalator or new stairway is planned or Installed requiring major structural changes, then a means of vertical transportation (e.g. elevator, platform lift) shall be provided in accordance with this chapter. 1112.3.3 Stairways. Full extension of stair handrails is not required when such extension would be hazardous or Impossible due to plan configuration. When an accessible elevator is provided, existing stairs need not be made accessible. 37 6F'i2. p f O Q -._/ I Xs, i° 1Lel pi1Y_ - - 0 h 3a" -7-314 opzn j \-/Cu JvIS-r 2 /O, G. /9" -714 P LY o n/ 5a-r L14-or'o S/91, 4v.l jj GrQi2 -cy?- k i I � I I I �I r r n n J 9/ pii ,SECTION - -- - B�iLIS c j �/ "rZUrv, KooF- Acc,—SS _S_r&l2s ONLY pa o"/ I as✓- 11rkN19- IZ/rl L Ov�j C S IOi O IS7 S 4-0 o r? , P 7P0 tiJ z of 72ebsio Ax Z- NN 0 2./Y1 L -51097 _ (rj"P? ) '� "O S e or- 7rCE7to I -lres \v171 -4 M In/ II "2 "/A/ M Ar /7iVe" X t L1J G LUS 6v SI'�A-GC �1�25 PERMIT ## 'j�.�a 3 - 2 w e c_L I -ENT = l� =C L__t�Y_ - � f � f6END 33 NEW S NEW CURB & NEW NEW 1 "TT f a N N N s 0 rn Z Q 0 z a J D_ w w z N U w 0! Q O a 2 z a o_ 0 V rn V O o_ a 0 w z J J w U N O rn Z`IJ ff a I C, u MZ X E SIGN fFO f RIP d7 OS O W 1 SIDE rALK 'ING r IP & Gl ER I ni I E� I 33 -'15' ch S89-06'50" i FF- 234.05 (20x3 :.:...I.,.....I�:..:::: 4 COMPOSTBED TaEE+t BIRCH 0) / R7 231.0 BERM ' BIKE RACKS .' 230.0 SURFACE .:.. R4 7i "RIM=2 9,50' TREE22CNMCI31'L :, -P5 1E= 2700 c wvvr�E 7 .20z21) 5 73 I.:H /C VAN, : 1 9.98 .... . ... ; 5 <EX 'NUTOFF O RMHB �� RCB5 6 5 CBS RIM =2294 o ' - h7 PP PP MTR . ' PS IE =227 00 5 z . 1STINr 1 ".$F)R(1D 'R LI ' < Rs. �' 4�. ' �PF4MTR - i ti .y _ .. ... .. .. .......RIM =230.50 �� < .. .. .. ,/ PIPE DIAM w z I REMARKS P1 8" CPEP 140LF rc 8" CPEP 55LF P3 B" CPEP 22LF 1 °I 10" CPEP 115LF P5 8" r' 22LF , 10" CPEP 44LF P5 -2270 P7 8" CPEP 30 LF P6 -2270 �� 10" CPEP 16..F 1� P9 10" . 3O-LF •fir �r P10 12" -�_�� 1OLF P6 -2265 P11 12" CPEP 20LF P8 -222.0 R1 6" PVC 19OLF 2250 R2 S. PVC 108LF R3 6" PVC BOLF 233 -5 R4 6" PVC 45LF I R5 6" PVC 6OLF 233.5 R6 6" PVC 40LF 2335 R7 6" PVC 40 LF 2 PARALLEL 40 FOOT LONG SECTIONS OF PERFORATED PVC PIPE R8 S. PVC 105 LF ROOF DRAIN OVERFLOW - CONNECT FROM RCB 7 TO CB7 _ R4 -2302 R6 -2300 RCB 7 SEE NOTE DISCHARGE TO SURFACE OF COMPOST BED RCBB R7 -228.0 R8 -228.0 CONNECT R8 TO CB7 GNP TP,FFD 80P yp ,/ v7 TREE12 NORN/. + i HYDT 1 + at) _D TREEIaIwDR„ ` PNN UPI PP + �q T - 1 -- -w 6t •PP ^ EE1 MDRbC' 1� PHfJ BOX 11'39 PROPOSED SITE PLAN SCALE: 1" = 20' N I I'E =21; e1 O I PIPING SCHEDULE PIPE DIAM w z I REMARKS P1 8" CPEP 140LF rc 8" CPEP 55LF P3 B" CPEP 22LF 1 °I v7 TREE12 NORN/. + i HYDT 1 + at) _D TREEIaIwDR„ ` PNN UPI PP + �q T - 1 -- -w 6t •PP ^ EE1 MDRbC' 1� PHfJ BOX 11'39 PROPOSED SITE PLAN SCALE: 1" = 20' N I I'E =21; e1 O I PIPING SCHEDULE PIPE DIAM MATL LENGTH REMARKS P1 8" CPEP 140LF P2 8" CPEP 55LF P3 B" CPEP 22LF P4 10" CPEP 115LF P5 8" CPEP 22LF P6 10" CPEP 44LF P5 -2270 P7 8" CPEP 30 LF P6 -2270 PS 10" CPEP 16..F RB - 225.0 P9 10" CPEP 3O-LF P7 -224.5 P10 12" CPEP 1OLF P6 -2265 P11 12" CPEP 20LF P8 -222.0 R1 6" PVC 19OLF 2250 R2 S. PVC 108LF R3 6" PVC BOLF 233 -5 R4 6" PVC 45LF 233.5 R5 6" PVC 6OLF 233.5 R6 6" PVC 40LF 2335 R7 6" PVC 40 LF 2 PARALLEL 40 FOOT LONG SECTIONS OF PERFORATED PVC PIPE R8 S. PVC 105 LF ROOF DRAIN OVERFLOW - CONNECT FROM RCB 7 TO CB7 _ PRECAST rnnirorTr c I-T� STRUCTURE SCHEDULE DES RIM INVERTS REMARKS IN OUT CB1 2330 GRATE P1 -230.5 CB2 233.0 P1 -228.8 P2 -228.8 C83 232.0 GRATE P3 -228.5 C84 232.0 I P2 - 228.2 P4 - 228.2 P3 -2282 CB5 229A GRATE P5 -2270 USE DIRECTIONAL VANE GRATE CB6 2294 P4 -227.0 P6 -2270 USE DIRECTIONAL VANE GRATE P5 - 227.0 CB7 232.4 RB - 225.0 P7 - 225.0 CB8 P7 -224.5 PB -224.0 CB9 230.5 P6 -2265 P9 -226.5 CB10 229.5 P8 -222.0 P10 -222.0 P9 - 224 0 V7 2250 P10 -221.5 P11-221.5 STORMWATER MANAGEMENT, INC. 6'xB' "STORMFILTER" VAULT CB11 P11 -221.0 SEE NOTE I SET CB11 OVER EXISTING SIMS WAY STORM DRAIN LINE, CONNECT P11 RCB1 233 -5 - R1 -232.0 RCB2 233.5 R1 -231 0 R2 - 231 0 RCB3 233.5 R2 - 230.8 R5 - 230 8 RCB4 2335 - R3 - 232.0 RCB5 233J2335 5 R3 -2310 R4 -231.0 RCB6 R4 -2302 R6 -2300 RCB 7 SEE NOTE DISCHARGE TO SURFACE OF COMPOST BED RCBB R7 -228.0 R8 -228.0 CONNECT R8 TO CB7 8 IE= 220.75 PLAN 6'x8' PRECAST STORMFILTER C -2 SCALE: NONE 300 MANHOLE FRAME SECTION A 6'x8' PRECAST STORMFILTER G2 C -2 SCALE: NONE RIM = 229.75 R® (TYP) 8 IE= 223.05 le Building Department OB prior to making changes or revisions to the approved plans FJBfiI € €' Plans pro approved excepting gny eFfofs D� omissions. All work must sills 116ahtoD Dodos nand regulations. sit 1p0 B L D 0 3 - 2 2 6R-) 20' 0' 20' 40' SCALE: 1 " = 20' -0" z 000 0 z_ W� mono W C-A o �C, 3: Z;� N O W O O d- d 0 O N o r W2 � fi L-w o c G z a z w O V! U SHEET 2OF7 CM2 o L N 4 N ° I 4 °o N r 4 N ,90' -0" 26-0" 25' -0" 25' -0' 25'8" 24'8" 25' -0" 25' -0" 15' -0" T L JA L JA L7�� L J I�A AI— L 12'8" 12'8" J I I 6" FLANGED WATER I I I I I LINE, STUB UP I I S -1 S -2 I I THROUGH SLAB I I I I 5_1V- 5 ,a, I I I I I I III III III III III III I III I II II II II II II I II I I� III III III III III III III III � I II II II II II III - - -I II II II II II o- -- I-- - - --fT 1- I I III III III III III III III III - I II II II II II II III Ilo s -1 s -z II I I I I I I I I I I 2'W THICKENED SLAB III I I I�_ III III I I I I I I I � I I I I I I�JE I I 4 I I I I III III III I I III I II I II II II II II ��I � i rtI � III I III III III III III- - - - -/� II = —�.. s -1 s -z I II I II II II II II / II I II II II II II 25— I•� III I I,I I,I III III II / E I I I I I I I I I I I 3'_3" 0. / I II I II II II II II III I III L— ia'I S_1 S_2 TYPICAL III III II / I II I II II II II I I II I II II II II � /I II I,I i I,I III III III II / / _ —� II I II II II II Y I I III I III III I III I II / I / I I I I I o 1 o i l / 1, I II I II it I II I II Ij � I I I - I r. _ Y N � 0 L — JA � L — JA I L--JD I J / 99'5" 24'8" 25' -0' 95' -3" W 25' -0" 5'_0" I I ti� I I 20'0" F 1& N R m 4 N I I G 9 I� N BLO03 - 22 62-I O z M 00 O ~ o w� N O moo x� cV N n o z o 0 a 0 O /I11 O X33 0) a o ,z 4w �o N J6IS Vjj� O4�y0 g4 of EL K w z W a 0 o O Q u z 0 I� F SHEET 5OF7 S M� DO G T-3yl- 1O NIC SLAB I (4) 1&0 A B s, EDGE 3)4 "MIN PROJ, 20" MIN EMBED, 1 COORD WITH PEMB MFGR, 1 TYPICAL I BP -01, cDoRa 1 W1 PEMB MFGR L — I 24'X24" - -JA PLAN _ FOUNDATION TYPE A S -1 S -2 SCALE: 1/4" = 1' -0" r, 94 TIES @12 "O.0 a• a- 3 #4 TIES @ TOP - (7) #6 EW, 2 CLEAR 1 (8) #5 EW, 3" CLEAR - f HOOKED b • � HOOKED VERTICAL iO F::6 e ' A SECTION _ A FOUNDATION TYPE A S -2 S -2 SCALE: 1/4" = 1' -0" I F-1 e FL1_ I BP -08, COORD, W/ PEMB MFGR 24'x24" • •' a (4)1Y "DABs,, WS" MIN PROJ, r #4 TIES @12 "OC (4)1Y "O ABs, #4 TIES @12 "OC 1 3 #4 TIES @ TOP 1 20 "MIN EMBED, COORD WITH �^ (7) #6 EW. CLEAR W 1 (6) #6 EW. T CLEAR 3;5" MIN PROJ., 20 "MIN EMBED, — _— 24 "x24" PIER W /8#6 HOOKED VERTICALS PEMB MFGR, TYPICAL f 24 "x24 "PIERW /8#6 HOOKED VERTICALS W L DRILLED AND EPDXIED TO h I COORD NTH PEMB MFGR, STEM WALL USING HVA HILT F. 1 _ s,_e„ BP -07, COORD SECTION A SECTION W/ PEMB MFGR _ F FOUNDATION TYPE F G FOUNDATION TYPICAL L — 24x24 S-2 S -2 BP -02 & BP -03, 1 COORD. W/ PEMB MFGR I B 1 24224 BP -03, OOORD W1 PEMB MFGR — __j n PLAN 3 -1/2" PLAN CMU L LEDGER _ 2 FOUNDATION TYPE B 3 FOUNDATION TYPE C S-1 S -2 SCALE: 1/4" = 1' -0" 5' -0" S -1 S -2 SCALE: 1/4" = 1' -0" REMESH ON 3" DORIES, 94 TIES @12 "O.0 a• a- 3 #4 TIES @ TOP - (7) #6 EW, 2 CLEAR 1 (8) #5 EW, 3" CLEAR - f HOOKED b • � HOOKED VERTICAL iO F::6 e ' A SECTION _ A FOUNDATION TYPE A S -2 S -2 SCALE: 1/4" = 1' -0" I F-1 e FL1_ I BP -08, COORD, W/ PEMB MFGR 24'x24" • •' a - #4 TIES @ 12 "D C 3#A TIES @ TOP +jI a #5 EW, #4 TIES @12 "OC 24'X24" PIER W18#6 HOOKED VERTICALS #4 TIES @12 "OC 20" MIN EMBED, 3 #4 TIES @ TOP 1 3 #4 TIES @ TOP �^ (7) #6 EW. CLEAR W 4 (6) #6 EW. T CLEAR 1 (8)46 EW, 3 "CLEAR _— 24 "x24" PIER W /8#6 HOOKED VERTICALS - (7)#6 EW, 3" CLEAR - f 24 "x24 "PIERW /8#6 HOOKED VERTICALS W L DRILLED AND EPDXIED TO h REINF - EW REINF - EW STEM WALL USING HVA HILT F. 1 _ s,_e„ BP -07, COORD SECTION A SECTION W/ PEMB MFGR _ F FOUNDATION TYPE F G SECTION _ SECTION _ B B FOUNDATION TYPE C FOUNDATION TYPE C S-2 S -2 SCALE: 1/4" = 1' -0" S -2 S -2 SCALE: 1/4" = 1' -0" V r- 1 1 124,24 I GL — 1 •r— (4) N AB s, I J3}4 " MIN PROJ, 20" MIN EMBED, COORD WTH PEMB MFGR, T4P27a -- BP -0 PLAN _ PLAN 6 FOUNDATION TYPE F FOUNDATION TYPE G _ S-1 S -2 SCALE: 1/4" = 1' -0" S-1 S -2 SCALE: 1/4" = 1' -0" #4 TIES @ 1290 C. 3#4 TIES @ TOP (SLAB #4 TIES @ 12 "D C 3#A TIES @ TOP +jI a #5 EW, (7) #6 EW, 2" CLEAR (8) #5 FM 3" CLEAR 24'X24" PIER W18#6 HOOKED VERTICALS (6) T' CLEAR Fes— 24 "224 "PIERW /8#6 20" MIN EMBED, EDGE COORD WITH 8, COORD. �^ W /PEMB MFGR PLAN _ PLAN 6 FOUNDATION TYPE F FOUNDATION TYPE G _ S-1 S -2 SCALE: 1/4" = 1' -0" S-1 S -2 SCALE: 1/4" = 1' -0" 000 5' -0" 1' -11)4" I 3' -0)4" #4 TIES @ 1290 C. 3#4 TIES @ TOP (SLAB #4 TIES @ 12 "D C 3#A TIES @ TOP +jI a #5 EW, (7) #6 EW, 2" CLEAR (8) #5 FM 3" CLEAR 24'X24" PIER W18#6 HOOKED VERTICALS (6) T' CLEAR Fes— 24 "224 "PIERW /8#6 20" MIN EMBED, EDGE COORD WITH (7) #5 EW, HOOKED VERTICALS 3" CLEAR a• �^ J lh--r 4 BP -04, COORD 1 W/ PEMB MFGR Kips a F Kips W L DRILLED AND EPDXIED TO h REINF - EW REINF - EW STEM WALL USING HVA HILT F. 1 _ s,_e„ BP -07, COORD SECTION A SECTION W/ PEMB MFGR _ F FOUNDATION TYPE F G FOUNDATION _ TYPE G S-2 S-2 SCALE: 1/4" = 1' -0" S-2 S -2 SCALE: 1/4" = 1' -0" 000 5' -0" 1' -11)4" I 3' -0)4" 24'X24" I L — _j TT PLAN _ 8 FOUNDATION TYPE H S-1 S -2 SCALE: 1/4" = 1' -0" #4 TIES @ 12'b C 3#4 TIES @ TOP II #5 EW, Z' CLEAR #6 EW, 3" CLEAR W .' 24'X24 " PIER W /8#6 1 - HOOKEDVERTICALS L J. "A H II` 6 SECTION _ Fi FOUNDATION TYPE H S -2 S -2 SCALE: 1/4" = 1' -0" G 1 8.7 SIM 4. -0.. y (4) 1Y "O ABs, CONIC SLAB 3Y" MIN PROJ, R 20" MIN EDGE JBP-01, EMBED, COORD WITH PEMB MFGR, TYPICAL CONIC SLAB EDGE m BP -05/BP -06, COORD T_ GOORD W/ PEMB MFGR 18'X78" E BEAM PEMB MFGR X24'2_ J D 24'X24" PLAN 4 FOUNDATION TYPE D S-1 S -2 SCALE: 1/4" = 1' -0" 0 #4 TIES @ 12 "O C. 3#4TIES @TOP rK m #s Ew, z CLEAR (8) #6 EW, 3" CLEAR 24'X24" PIER W/ 8 #6 HOOKED VERTICALS �, SECTION _ l FOUNDATION TYPE D Q!>2 SCALE: 1/4" = 1' -0" PLAN 5 FOUNDATION TYPE E S -1 S -2 SCALE: 1/4" = 1' -0" #4 TIES @ 1T'O C 3 #4 TIES @ TOP _ (6) #5 EW, T' CLEAR (7) #5 EW, 3" CLEAR - IL? 24 "x24 " PIER W /8 HOOKED VERTIC, _•LE SECTION E FOUNDATION TYPE -E S-2 S -2 SCALE: 1/4" = 1' -0" CONC (SLAB 1 (4) 1Y "OABs, DCE 3)4 "MIN PROJ, 20" MIN EMBED, EDGE COORD WITH BOTTOM IPEMB MFGR, TYPICAL 1 MINIMUM BP -04, COORD 1 W/ PEMB MFGR 24'X24" I L — _j TT PLAN _ 8 FOUNDATION TYPE H S-1 S -2 SCALE: 1/4" = 1' -0" #4 TIES @ 12'b C 3#4 TIES @ TOP II #5 EW, Z' CLEAR #6 EW, 3" CLEAR W .' 24'X24 " PIER W /8#6 1 - HOOKEDVERTICALS L J. "A H II` 6 SECTION _ Fi FOUNDATION TYPE H S -2 S -2 SCALE: 1/4" = 1' -0" G 1 8.7 SIM 4. -0.. y (4) 1Y "O ABs, CONIC SLAB 3Y" MIN PROJ, R 20" MIN EDGE JBP-01, EMBED, COORD WITH PEMB MFGR, TYPICAL CONIC SLAB EDGE m BP -05/BP -06, COORD T_ GOORD W/ PEMB MFGR 18'X78" E BEAM PEMB MFGR X24'2_ J D 24'X24" PLAN 4 FOUNDATION TYPE D S-1 S -2 SCALE: 1/4" = 1' -0" 0 #4 TIES @ 12 "O C. 3#4TIES @TOP rK m #s Ew, z CLEAR (8) #6 EW, 3" CLEAR 24'X24" PIER W/ 8 #6 HOOKED VERTICALS �, SECTION _ l FOUNDATION TYPE D Q!>2 SCALE: 1/4" = 1' -0" PLAN 5 FOUNDATION TYPE E S -1 S -2 SCALE: 1/4" = 1' -0" #4 TIES @ 1T'O C 3 #4 TIES @ TOP _ (6) #5 EW, T' CLEAR (7) #5 EW, 3" CLEAR - IL? 24 "x24 " PIER W /8 HOOKED VERTIC, _•LE SECTION E FOUNDATION TYPE -E S-2 S -2 SCALE: 1/4" = 1' -0" CONC Pmax Pmin SLAB EDGE TOP BOTTOM NBR 1 MINIMUM MINIMUM METALLIC IDENT Kips #4 REBAR DOWELS @24 "OC, Kips W L DRILLED AND EPDXIED TO h REINF - EW REINF - EW STEM WALL USING HVA HILT F. 1 _ EMBEDMENT BP -07, COORD SYSTEM EQUIVALENT 4" —�I( A L W/ PEMB MFGR T I EMBEDMEM IMO STEM WALL 6' -0" 9' -0" 24'X24" _ MS @ 12' O C 716 846 4 #4s @ 18" O C 20" 3 -1/2" BP -01 CMU L LEDGER 27.6 - 222 FILTER FABRIC ;477 AB ON GRADE W1 6X6 5' -0" 20" 7-#6 REMESH ON 3" DORIES, 4 1 -1/4" 6" PERF PIPE OND BREAKER, AND BP- 02/BP -03 C DRAIN ROCK KENED SLAB EDGE 0.0 6"-0" 6'-0" ) A 60 REBAR, HORIZ 16" 616 746 2' -0" PLAN SECTION 9 FOUNDATION TYPE I J K FOUNDATION STEM WALL S-1 S -2 SCALE: 1/4" = 1' -0" S -1,S -3 S -2 S -115-3 S -2 SCALE: 1/4" I #4 TIES @ 12PO C 3 #4 TIES @TOP _ I z' (6) #5 EW, 7' CLEAR • lam— 24'X24" PIER W/ 8 (7) #s EW, HOOKED VERTIC/ 3" CLEAR SECTION I FOUNDATION TYPE I S-2 S -2 SCALE: 1/4" = 1' -0" 6" DONC SLAB, ELEV =234 00 6 MIL VB CONT COMP FILL —J 18x18 TIE BEAM 4 � in SECTION TYPICAL TIE BEAM S -1 S -2 SCALE: 1/4" = 1' -0" ROOF DL: 10 PSF, INCL 5 PSF COLL ROOF LL: FLOOR DL: 55 PSF FLOOR LL: WIND: 80 MPH; EXP. C PARTIALLY ENCLOSED SEISMIC ZONE 3 R: 5.5 SOIL PROFILE: Sd NOTES: GENERAL- All work shall comply with UBC97, State, & Local Codes ANCHOR BOLTS /BEARING PLATES: See Metallic Building Company Drawings F1 and F2. SOILS: Design Soil bearing value 3,000 PSF, with 1/3 incr for W & S Allowable lateral sliding coef. = .33, passive 350 psf. See Geotechnical Report from Materials Testing and Construction, dated January 14, 2004. SUBGRADE: Subgrade shall be undisturbed native soil or well compacted fill If fill, obtain compaction testing reports indicating 95% compaction. Excavate for footings and thickened edges from the prepared subgrade. Remove all loose soil from excavations. CONCRETE: 5 Sack/CY with maximum w/c ratio of 0.50, 3/4" maximum aggregate. Maximum slump 4 -1/2 ", use water reducing agents to maintain w/c ratio at slump. fc=3,000 psi. Place using mechanical vibration. Hard Trowel finish. Apply Cure /Seal within 4 hours of placement. Exterior concrete to be light broom finish with 5% air entramment. CONCRETE TESTING: All testing by independent laboratory. Provide visual inspection of concrete reinforcement and formwork. Test first concrete batch daily of each mix design for slump and obtain 4 cylinders to be cured for strength tests. Provide a minimum of 1 set of strength tests for each 70 yards placed. Contractor is to arrange and pay for all concrete testing services. REINFORCEMENT: All reinforcement #4 and larger: Grade 60. #3 reinforcement: Grade 40 or 60 unless noted to be GR 60. Provide comer bars at all comers. Lap reinforcement - Class B. Minimum cover: 3" to earth for footings, 1Y" to earth for slabs. Exposed to weather %2 ". ANCHOR BOLTS: Anchor bolts shall be dram. indicated in schedule. Cast in bolts shall have 3" hook or std. head. A36 or A307. Drilled in adhesive anchors embedded 6" min. may be substituted. Adhesive anchor system shall be ICBO recognized. The following brands are preapproved- Rawl Chem -Stud, Hiltl HVA, or Simpson ET. Stud to be A36 or A307. Install strictly per mfg. instructions. Cure anchors a minimum 24 hours before erecting steel. Increase embedment of bolts where indicated or required by design. STRUCTURAL ENGINEERING: INDICATED STRUCTURAL INFORMATION IS PROVIDED TO ESTABLISH THE GENERAL SCOPE OF THE PROJECT TO FACILITATE ESTIMATING THE REQUIRED WORK EFFORT. THE PRIME CONTRACTOR &/OR PRE ENGINEERED METAL BUILDING CONTRACTOR SHALL PROVIDE SEALED CALCULATIONS AND INSTALLATION DRAWINGS FOR THIS PRE ENGINEERED METAL BUILDING COMPLETE AND IN ACCORDANCE WITH THE APPLICABLE INDUSTRY, STATE, AND LOCAL CODES. THE PEMB DESIGN PACKAGE SHALL PROVIDE CALCULATIONS AND DRAWINGS OF ALL STRUCT ELEMENTS OF THE BUILDING TO FORM A COMPLETE SYSTEM IN COMPLIANCE WITH THE CODES, INCLUDING FINAL FOUNDATION DESIGN, COLUMNS, SEISMIC BRACING, LATERAL LOAD SYSTEM, CONCRETE FILLED METAL DECK SLABS, ROOF FRAMING, GIRTS, PURLINS, HANGER DOOR SUPPORT SYSTEM, ENTRY CANOPY, RIGID FRAMES, TENSION TIES, AND OTHER STRUCTURAL ITEMS. SOILS & FOUNDATION DESIGN: ASSUMED 3000 PSF BEARING WITH A MINIMUM EMBEDMENT INTO THE BEARING STRATA OF 2 FEET. FOR LIGHT FOUNDATIONS FOOTING WIDTHS BETWEEN 12 TO 18 INCHES WIDE MAY BE USED PROVIDED FOOTINGS LESS THAN 18 INCHES WIDE ARE DESIGNED FOR 1500 PSF BEARING. FOUNDATIONS ARE DESIGNED TO RESIST UPLIFT, SLIDING AND OVERTURNING WITH A FACTOR OF SAFETY GREATER THAN 1.5 FOR WIND / SEISMIC LOADS. WHERE DESIGN HAS UPLIFT DUE TO DEAD OR LIVE LOADS, THE FACTOR OF SAFETY SHALL BE AT LEAST 2. WHERE DESIGN REQUIRES TENSION TIES, PROVIDE TIE ELEMENT BELOW THE SLAB ON GRADE WITH ALL TIE REINFORCING HAVING STAGGERED SPLICES SO NO MORE THAN 33% OF THE TIE IS SPLICED AT ANY LOCATION, COORDINATE TIE HEIGHTS WITH DRAINS & OTHER UTILITIES. EXCEPT FOR BOTTOM BARS OF PERIMETER THICKENED EDGES, SLAB REINFORCING SHALL NOT BE USED FOR CALCULATED FORCES. PERIMETER WALL FOOTINGS MAY BE EITHER A TYPICAL FOOTING AND STEM WALL OR A THICKENED SLAB EDGE AT THE CONTRACTOR'S OPTION. THICKENED SLAB EDGES SHALL BE DESIGNED FOR WALL DEAD LOADS, PROVIDE FOOTINGS AT THE BEARING DEPTH FOR FLOOR AND ROOF LOADS. STRUCTURAL WOOD: SPECIES & GRADES AS INDICATED: 2x4'S STUD GRADE, 2x6 AND LARGER HF#2 OR BETTER. GLU -LAMS: 24F -V4, DF /DF. WOOD IN CONTACT WITH CONCRETE SHALL BE PRESSURE TREATED. ROOF SHEATHING MINIMUM % CDX, WALL 3/16 CDX, FLOOR: %" CDX PLYWOOD. ORIENTED STRAND BOARD AND OTHER STRUCTURAL PANELS WITH SAME SPAN RATING MAY SUBSTITUTE FOR INDICATED PLYWOOD ENGINEERED WOOD MATERIALS ARE BASED ON TRUSS JOIST McMILLAN PRODUCTS. ALTERNATE MANUFACTURERS ACCEPTABLE PROVIDED MANUFACTURER VERIFIES SUBSITTUTE HAS EQUAL OR GREATER CAPACITY BASED ON CODE TESTS. STRUCTURAL WOOD CONNECTIONS: LAG SCREWS: LAG SCREWS SHALL BE INSTALL IN LEAD HOLES BORED AS FOLLOWS: A. THE LEAD HOLE FOR THE UNTHREADED PORTION SHALL HAVE THE SAME DIAMETER OF SHANK DIAMETER, AND THE LENGTH EQUAL TO THE LENGTH OF THE UNTHREADED PORTION. B. THE LEAD HOLE FOR THE THREADED PORTION SHALL HAVE A DIAMETER EQUAL TO 60 TO 75% SHANK DIAMETER, AND THE LENGTH EQUAL TO THE LENGTH OF THE THREADED PORTION. LUBRICATION SHALL BE USED ON THE SCREWS OR IN THE LEAD HOLE TO FACILITATE INSERTION AND PREVENT DAMAGE TO THE SCREW. BOLTED JOINT. BOLTS MATERIAL ARE ASTM A307. BOLT HOLES SHALL BE A MINIMUM OFY332 INCH TO A MAXIMUM OF Y16 INCH LARGER THAN THE BOLT DIAMETER. A WASHER OR A METAL PLATE SHALL BE PLACED BETWEEN THE WOOD AND THE BOLT HEAD AND BETWEEN THE WOOD AND THE NUT. BL003 - 22ISP -1 FOOTING AND ANCHOR BOLT SCHEDULE Pmax Pmin LATmax TOP BOTTOM NBR AB MINIMUM MINIMUM METALLIC IDENT Kips Kips Kips W L H h REINF - EW REINF - EW AB I DIAM EMBEDMENT PROJECTION REF A 1140 10.0 9.5 6' -0" 9' -0" 5' -O" 20" 716 846 4 1 -114" 20" 3 -1/2" BP -01 B 27.6 -27.8 222 6' -0" 9' -0" 5' -0" 20" 7-#6 8-#6 4 1 -1/4" 20" 3 -1/2" BP- 02/BP -03 C 78.5 183 0.0 6"-0" 6'-0" 5' -0" 16" 616 746 4 1 -1/4" 20" 3 -1l2" BP -03 D 472 69 317 5-0" 8' -0" 5' -0" 16" 746 746 4 1-1/4" 20" 3-1/2" BP -01 E 10.0 5.0 75 4' -0" 4' -0" 5' -0" 12" 645 745 4 3/4" 12" 2 -1/2" BP- 05BP -06 F 190 -40 8.5 4' 0" 4' -0" 5' -0" 12" 545 7-#5 4 1" 16" 3 -1/2" BP -08 980 100 10.0 ' -09' -0" 5' -0" 2D" 7-#6 8-#6 4 1" 16" 3 -1/2" BP -08 LH 706 16.5 201 5' -0" 8' -0" 5' -0" 18" 746 7-#6 4 1 -1l4" 2D" 3 -1/2" BP -04 190 -40 85 4' -0" 4' -0" 5' -0" IT 645 745 1 4 314" 12" 2 -12" BP-07 Z o M 00 O w� ° x� C'3 N w° cl- O v p �++ W 1 . O 'CGW'�jj� �5� �5a �0 K/ 1.V 0 2 O U F r Z 5 CL Z 0 MEW a 0 Z mi 0 SHEET: 6OF7 SM2 ofo N =s N 4 N N m 25'-V' 25' -0" 25' -0" 25'fi" 190' -0. 24'Z' 25' -0" 15' -0" S_3 S_2 I I I I I , ► I I I • I I I I I , I 'fi I I.. III � I I I I I I 6' PVCJ LINE TO FOOTING DRAIN I I I I I I FLOOR DRAIN J I I I I I J I FLOOR 6" CONCRETE SLAB W/ 6- 6110 -10 WWF ON I I I I I I S -3 S -2 I DRAIN I I 6 MIL. VAPOR BAR41ER ON COMP. FILL I I I I , I III I =r I I I I a , I SAWCUT CONTROL I JOINTS AS SHOWN i I a l / "W x 2" DEEP I FF= 234.00 - I co s -s s -z HUB STACK I / 11 I I I I I I I I I I — CONDUIT FOR T I • I I I ( I , I I.T. & POWER THICKENED SLAB: FLOOR TRAP I I I I I 12" DEEP x 36" WIDE, I FOR MOP SINK 13:1 TAPER TO 6" SLAB I / W/ 3 #5 BARS, HUBS IN SLAB TO BE 12" 1 I 3 CONTINUOUS FROM FINISHED BACK / " WALLS & 18 FROM J JJ I I / I I I s -s s -2 I I FIINISHED SIDE WALLS (VERI�Y W /FRAMING PLAN) I N" WALLS THRU ROOF — I / i / �• // // / / N 0 p PERIMETER SUPPORT FOR 8" CMU L 5' -0" Y N 4 m 4 N 4 N °l4 a ME Q —) ° M O � 00 C1 ~ o V w� N w° � N MEMO z w° 0 0 co LL w ` Q ` C 2 U Q a Q G N a ra 4 � F v� vz C J 4�9 4g� K X W W z a m 0 0 U vl W F SHEET 7OF7 Sw:3 33 33 M M M M 8"6' PARKING STALLS CONSTRUCT NEW GRAVEL TRAIL, PER CITY OF PORT co RAC TOWNSEND PUBLIC WORKS M + �E r STANDARD DETAIL FOR "PRIMARY NEIGHBORHOOD 265.99 CONNECTOR" S89 006'50 "E - 235 POST INDICATOR VALVE E.UBJECT PR6VAL AUG -05 -2004 THU 05:08 PM PAGE WA. FAX .1% 2538729639 P. 02 -�NMCE MArER/k HANDLING, INC. 19036 72nd Ave S. - Kent, WA 96032 - 253,672 9006 - 253,672.9639 Fax Date; July 27, 2004 J ,v4l g -d csz Mr, Ken Kelly (oU'{ �t Anglo American Brass Company Project: Vintage Hardware— Part Townsend, WA. (P) 4086246 -0203 Subject Mechanical Dock leveler (F) 408. 248 -1308 Dear Ken: Thank you for allowing Pace the opportunity to propose the following equipment on the above project (1) KELLEY MECHANICAL DOCKLEVELER - CM SERIES Model CM-7x6-25 Specifications: 7' wide x 6' tong, 25,0000 capacity Features: • Heavy duty extension springs counterbalance system Soft retracting hydra -clack yieldable lip Working range too guards ♦ Safety maintenance strut ♦ Night locks s 16- lip warrantles: 10 Year Structural Warranty 1 -Year Investment Warranty Price Delivered and Installed (excluding tax): 1113,475.00 Options: 1) Brush type weatherseal, Add: $170.Do Installed. 2) IV lip section, Add: $1 D5 Do. 3) 24' spacer kit (required on 24' deep pits), Add: S 269.00 Installed. 4) Remove an existing leveler, Add: $ 179.00. 5) Dispose an existing leveler, Add: $ 136.00. 6) Concrete work to crests new pit, Add: S 3,270 00 total. Notes: 1) Unloading by others. 2) Forklift to set equipment by others. If none available, add $ 250.00 3) Installation pricing based on non - union, non - prevailing wage labor during normal working hours. 4) Pace can not be held responsible for damage done to hidden utilities beneath slab surface. 5) A jobsite, survey needs to be performed prior to ordering any equipment, If jobsits conditions dictate thicker bumpers, due ho declining slope approach, pricing will have to be revised slightly. Terms: Net 10 Days, sea Credit Terms & Conditions Estimated Shipp! *KNeeks Proposed Sy: Tony Olson FOB: Jobsite The above prices, specs and conditions are satisfactory and are hereby accepted. You are authorized to do the work as specified Payment will be made as outlined above. Customer Acceptance: _ Date: Please sign and return copy when ordering, fax 872.9639 File: 0407 -10 anglo american brass company CM74- 26.3475 $003 226 -2 :C: CITY Of OYdNSEND rf6 6" Go NC_ 6" SL6gTS \�� 6X� 5L-" 7"J Cx / ST. \-/ I ,- -I 13 z I O _ L. �GOr1 PftC7E10_ T'! l..L_ C G" S TCLZ rl PLe 13 D L LA->2 O s co2tiJLYZS O F our 1- 12'�E^� - 2 -oOv2 Sc--r ON Foo77ft4 CO"C, i=1LL & ' Asc- -,7 1 1 „ X 6' X 2 IcCzLY LOAP/t+/!, PaC1< 'pL^-iC' A// 6" SLAT OtJOCR 5L op�ro %O 5;'t2A /N '--\ Y2." G o M PAc --rcp �L,/--o \ O N If a o e o .0 50T7OM of �-OO7/rv4s clNt ut� w/ A'rG -0-,/ : Ta tp K, Co v12Szr-s WlSpLli YIS-r; T3L_04_ ra FAC_C 13LOcK N/ / -K"YzC L- ,-POSL -"YJ NIA I 1 A -(" 2' O.C. CAC I-4 /-L L_ Go 6Z E S (l L-4-Lr-12 Z)< ' /orac_ 0 �0 d L 0js\r2IQ Lam- r2yC< VA-7/ 0 t-�4 SCALE : �lq " _1' 66 ? o" J3ACK \,/&L' L OF \//F12c' l� USG � KC L1 Y CSL04. 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T CAP/ TA C cIT G 12Ac�r ITE_ PERMIT" # iLD 0 3 - 2 2 6�-, -� 5 a, Ili YRl—[0'(d I15Et�U i q � BwD oniC'o r14 P.T. i - I WAcomvust qaQ"&,j ( vmvrlii ///3/0 Y As Du� I+ 16250 pi's O °WOW Ce D'Is = laso•oo Uh 395D, 00 21357-90 UA BLD 0 3 -22 A L9 - CE IN I Eo CITY Of PORT TOWNSEND BCD Project Info ProjedAddress 0C>0 D o o �f�ti✓1e1 -5 �� _ _._.-- ••• - -._ , 19 2'o � � For Building Department Use Note: Below grade walls may be included in the Gross Exterior r i,• (vertical & overhd) divided by Wall Area fimes 1 OD equals % Glazing Applicant Name: j -'Y- the level required (or opaque walls. Applicant Address: Applicant Phone: 3 �-- �-. O yes Check here If using this ophon and g pmjed meats all mquiremems forthe ConcretelMasonry Option. See Decision Flowchart (ovei) for qualification. Enter requirem nis for each ual no q rtym assembly below. g O Radiant Floors Project Description j(New Building ❑ Addion ❑ Alteration ❑ Change of Use e01pIG 0 A( , Compliance Option Prescriptive ❑ Component Performance (See Derision Flowchart (over) for qualifications) ❑ ENVSTD 2.1 ❑ Systems (4.0 not acceptable) Analysis Space Heat Type O Electric resistance O(AII other (see over for definitions) Glazing Area Calculation Total Glazing Area Electronic version: these values are automatically taken from ENV -UA -1. (rough opening) Note: Below grade walls may be included in the Gross Exterior r i,• (vertical & overhd) divided by Wall Area fimes 1 OD equals % Glazing Gross Exterior Wall Area gthey are insulated to .2761,5- )/ Z5-0 X 100 the level required (or opaque walls. Concrete/Masonry Option O yes Check here If using this ophon and g pmjed meats all mquiremems forthe ConcretelMasonry Option. See Decision Flowchart (ovei) for qualification. Enter requirem nis for each ual no q rtym assembly below. g Envelope Requirements (enter values as applicable) Fully heated/cooled space Minimum Insulation R- values Roofs Over Attic All Other Roofs Opaque Walls' Below Grade Walls Floors Over Unconditioned Space Slabs-on -Grade O Radiant Floors Maximum U-fadors Opaque Doors Vertical Glazing Overhead Glazing Maximum SHGC (or SC) Vertical/Overhead Glazing 6 5- Semi - heated space r Minimum Insulation I Roofs Over Semi-Heated SpacesZ I tZ I I I 2 Refer to Section 1310 for qualifications and requirements Notes: f�Ovr— B- \V/k— -, ,,,I1) f 1, LInsul que Concrete /Masonry Wall Requirements ation on interior �Dr ximum U -factor is 0.19 lation on exteriontegr al - maximum U4ador is 0.25 If project qualifies for Concmte/Masonry Option, list walls with HC 2:9.0 BtLff - *F below (other walls must meet Opaque Wall requirements). Use descriptions and values from Table 20-5b in the Code. Wall Description Uiactw pncluding insulation R -value S. posdion) 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 Types For the purpose of determlmng bugdng envelope ElectAc Residences Spaces heating syslemswhleh use electric resistance requirements, the following two categories comprise all space heating types: m START eisents as the pmrcary heating system including baseboard, ratlpm, and Other: All other space heating systems including gas, solid fuel, oil, and propane space heating systems and those systems forcedairundowhorethenedl "areressanptheateat pumps exceeds 1.0 ystemc Ostedin the axeepbonte W /a'ot the gross eondAoned floorarea. Exception; Heat pumps anti electne resistance. (continued at right) terminal alecbic resistance heating in variable air volume distribution systems Electric No Resistance Hear AU walls R -1 insulation? '40% Glazing? Ap insulating Installed? Opaque Wag R -11 Below Grd Wall (e)M R40 Below Grd Well (oth) R -11 RoofOvar ARID R30 All Other Rod R -21 Raked Floor R -19 Slab -On Grade R -1D Radiant Floor R -10 Opaque Door U 0.80 Glazing Ontario Meet Glazing Vert OH R -10 Area % UVel UVal SHGC 0.15% 0.90 145 ice 15-20% 0.75 1 4D 108 2030% 065 130 065 3D-00% 080 130 045 No I CITi N cr0era OI (below) 25% <2D% Glazing? Glazing? Nu Insuating Installed? All Insulating installed? Opaque Well R -11 Metal Framed wa0 Ue 088 Masonry Will(itt) U -0 19 Other Opaque wall R -19 Masonry Wall(other) U -025 Masonrywa110nt) U -0.19 BuDW Grd Wall (ed) R40 Masonry Wall(omer) U -025 Below Bid Wall (olh) R -11 Below Grd Wall (exq R -10 Roof Over Attic R30 Below Gm Wsll(oth) R -19 All Omer Rod R -21 Rod Over Atbe R38 Rased Fluor R -19 All Other Rod R3D Stab- OnGrade R -10 Raised Floor R30 Radiant Floor RAD Skb- On-Grtle R -10 Opaque Door U -0 80 Radiant Floor R -10 Glazing criteria Met? Opaque Door U-0.80 Glazing Vert OH Gluing Clerk Mart Area% UV81 UVd SHGC Gluing Vert OH 0.10% 090 145 1.00 Area% UVal UVd 3HGC 10.15% 0.75 14o 100 0-20% 040 080 1.00 15-20% 085 130 080 20-25% DOD 1.30 0.85 No Yes Yes No __� Prescriptive Path Allowed Component Performance or Systems Analysis Required Wall Heat Capacity (HI Tag HC" I Area (so Area weighted HC: divide total of (HC x area) by Total Area noria OK? No All walls R -19 (be" insulation? <20% Glazing? AU Insulating Installed? Motel Framed Wall Ue 082 Other Opaque Wall 79 Below Grd Wall(wM o Below Grd Wall loth) R -19 Roof Over Attie R38 Ali Other Rod R30 Rated Floor R30 SYb-0n -Gnede (R 10 Radial Floor R -10 Opaque Door U0 So Glazing Oder Met? Glazing Vert OH Area% UVd UYd SHGo 0-20% .40 080 100 HC x Area No aided heat achy (IiC) of total above Is wall Is a imum of 9.0, Concrete lorry Option F be used )r framed s, assume =1.0 unless dilations are /tried; for all it walls, use tion 1009 Load Breakdowns 40 Spacel Advanced Heating & Cooling, Inc. Job: Mar 03, 2003 1211 Ivy Road, Bremerton, WA 98310 Phone 360415 -9335 Fax 360-415 -9441 Email info@advancedhvac com Web w edvancedhvac com Project • • For PACIFIC ENVN -- -KELLY JOB - - -PT TOWNSEND Component Btuh/ ft2 Btuh %of Btuh Walls 2.1 7159 48 Windows 190 18163 12.1 Doors 267 2626 17 Ceilings 0.0 0 D 0 Floors 06 2475 1.6 Partitions 00 0 00 Infiltration 213* 83638 55.6 Ducts 0.0* 0 00 Ventilation 0.0* 0 0.0 Humidification 93* 36349 24.2 Totals 383- 1 150 10 100 w Calculated per ft2 of floor area Jul 1500 Component Btuh/ Sens. % of ft2 Btuh Btuh Walls -03 -893 Windows 113 10798 19.5 Doors -50 0.9 Ceilings 00 0 00 Floors 00 0 0.0 Partitions 00 0 0.0 Infiltration -2 4* -9403 -17 Ducts 0 0* 0 00 Ventilation 0 0* 0 00 People 0 8* 3271 9 Lights 13 3* F5-2T2-,191 94 1 Appliances 0 0* Motors 0.0* 0 0 Totals 14 1* 55514 100 Calculated per ftz of floor area Heating Infillralion Cooling (Jul 1500) Windows\ r [ y PTotj 10 Z ®� wrrghtsoft Right -Sulte Commercial 58.D7 RSC50830 2DD4.Mar-04 10 45 23 C \Documents and Settmgslsupervisor\My Domments\Wnghtsoft HVAGWemplateWefault rtc Page 1 Right -Suite Commercial Load Summary 40 Spacel Advanced Heating & Cooling, Inc. Job: Mar 03, 2003 1211 Ivy Road, Bremerton, WA 98310 Phone: 360 -415 -9335 Fax 3BD415 -9441 Email: mio @advancetlhvac coin Web w .advancedhvac win Project • • For PACIFIC ENVN --- KELLY JOB - - -PT TOWNSEND ztir ' ;upce1. ;.GLlk �t3R1`. 1. DESIGN CONDITIONS at Jul 1500 Peak load at Jul 1500 Inside 75 OF Outside: 69 OF TD: -6 OF RH 50 % Moisture. 2.7 gr /Ib Mult 1.0 Ins.wb 63 OF Sensible Latent 2. SOLAR RADIATION THROUGH GLASS 14660 - 3. TRANSMISSION GAINS Sensible -5243 - Walls. -893 - - Glass -3862 - - Doors. -489 - - Partitions 0 - - Floors' 0 - - Roofs /Ceilings 0 - - Return Air Ceiling 0 - - 4. INTERNAL HEAT GAIN Sensible Latent 55500 2617 Occupants' 3271 2617 - - Lights. 52229 - Motors. 0 - Appliances. 0 0 5. INFILTRATION: Outside air cfm' 1429 -9403 2664 6. SUBTOTAL: Space load 55514 5280 7. SUPPLY DUCT 0 - 8. SUBTOTAL: Bldg comp's and supply duct 55514 Actual cfm. 2532 at Supply TD' 20 - - 9. VENTILATION: Make -up air cfm: 0 0 0 10. RETURN AIR LOAD: Lighting & roof (net) 0 - 11. RETURN DUCT 0 - 12. TOTAL LOADS ON EQUIPMENT 5280 13. DESIGN CONDITIONS Mult 1.0 Inside 70 OF Outside. 27 OF TD' 43 OF 14. TRANSMISSION LOSSES 30423 Walls 7159 - Glass 18163 - Doors. 2626 - Partitions 0 - Floors. 2475 - Roofs /Ceilings' 0 - Return Air Roof 0 - 15. INFILTRATION: Outside air cfm 1774 83638 16. SUBTOTAL: Building components 114061 17. SUPPLY DUCT: 0 18. VENTILATION: Make -up air cfm. 0 0 19. HUMIDIFICATION 36349 20. RETURN DUCT 0 21. TOTAL HEATING LOAD ON EQUIPMENT 150410 wrIQhtsofC Right -Suite Commercial 5.8.07 RSC50830 2004 - Mar - 04104523 C \Dowments and Seftmgstsupervisor\My DOcumemstWrighlso0 HVAMTemplaWdefault nc Page 1 Sheet 1 Job #: Performed by for: PACIFIC ENVN —KELLY JOB - -PT TOWNSEND fl� /L1- Advanced Heating & Cooling, Inc. 1211 Ivy Road Bremerton, WA 98310 Phone 360 -415 -9335 Fax 360- 415 -9441 Scale 1 166 Page 1 Right -Suite Commercial 5.8.07 RSC50830 2004- Mar -04 11 11 *22 ;uments and Settings \supervi mm JUL 2 5 Lr:7� CITY OF PORT TOWNSEND P'" D Load Breakdowns 10 Spacel Advanced Heating & Cooling, Inc. 1211 Ivy Road, Bremerton, WA 98310 Phone, 360415 -9335 Fax. 360-415 -9441 Email Info@advancedhvac cum Web: w advancedhvac wm Project • • For. Pacific - -Kelly offices Job: Mar 03, 2003 a i {,� ,apt t,� F I r` ___jjj `In Ct9, :I�rtJ b M` Ii��i trwH 't �i�. hI; �.. �..te e i +.. ., b.�w P •'. Component Btuh/ ft2 Btuh % of Btuh Walls 2.0 5627 74 Windows 13.1 5510 7.3 Doors 189 660 09 Ceilings 00 0 0.0 Floors 1.6 4100 5.4 Partitions 0.0 0 0.0 Infiltration 10.9* 27197 358 Ducts 0.0* 0 0.0 Ventilation 6.7* 16858 222 Humidification 64* 15984 210 Totals T304- 75936 100 * Calculated per ft2 of floor area Jul 1100 Component Btuh/ ft2 Sens. Btuh % of Btuh Walls -05 -1329 -2.8 Windows 737 30935 657 Doors -69 -242 -0.5 Ceilings 0.0 0 00 Floors -05 -1302 -2.8 Partitions 00 0 0.0 Infiltration -2.2* -5401 -11 Ducts 0 0* 0 0.0 Ventilation -2.1 * -5353 -11 People 2 5* 6250 133 Lights 8.2* 20500 43.6 Appliances 1.2* 3000 64 Motors 0 0* 0 0.0 Totals 18 8* 7058 100 * Calculated per ft2 of floor area Heating 4,�rov A Cooling (Jul 1100) / 5,0 /� wnghtsoft Right-Sufle Commemial5807RSC50830 2004Mar- 04110920 C:\Dowmems and Setlmgs\supemisor\My Documents \Wnghlso8 HVAMTemplale\Pacigo -Kelly ofFlCes.r Page 1 Right -Suite Commercial Load Summary 10 Spacel Advanced Heating & Cooling, Inc. 1211 Ivy Road, Bremerton, WA 96310 Phone. 360 -415 -9335 Fax-360415-9441 Email Info @advancedhvac.wm Web: w advancedhvac.cem Project • • For Pacific —Kelly offices Job: Mar 03, 2003 g' ,s y�� r.r rrtl � 2s�r (".I t� 4t. ...t. «� y .. yr G3 t. : t3 ... ;4„ c,. lf,',tt 9- E «�I....r 6c :, 4 tii� ....fM11 .. lint t . l!1 ti „ 111E , t 5 t . 1. DESIGN CONDITIONS at Jul 1100 Peak load at Jul 1000 Inside, 68 OF Outside: 27 OF Inside* 75 OF Outside: 62 OF TD: -13 OF 15898 RH 50 % Moisture 2.7 grAb Mult 10 Ins.wb 63 OF - Doors 660 Sensible Latent 2. SOLAR RADIATION THROUGH GLASS 33329 - 3. TRANSMISSION GAINS Sensible - -5267 - - Walls -1329 INFILTRATION: Outside air cfm - - SUBTOTAL: Building components Glass. -2394 17. - - 18. Doors -242 375 16858 - - 15984 Partitions. 0 RETURN DUCT - - TOTAL HEATING LOAD ON EQUIPMENT Floors -1302 - - Roofs /Ceilings 0 - - Return Air Ceiling: 0 - - 4. INTERNAL HEAT GAIN Sensible Latent 29750 5000 Occupants: 6250 5000 - - Lights: 20500 - Motors 0 - Appliances: 3000 0 - - 5. INFILTRATION: Outside air cfm: 378 -5401 705 6. SUBTOTAL: Space load 52411 6404 7. SUPPLY DUCT 0 - 8. SUBTOTAL. Bldg co d supply duct 52411 Actual cfm: 459 at Supply TD 20 9. VENTILATION: up air cfm: 375 -5353 699 10. RETURN AIR LOAD: Lighting & roof (net) 0 - 11. RETURN DUCT 0 - 12. TOTAL LOADS ON EQUIPMENT 47058 6404 rm`r'4 r!jdV Ih� r �xt :+ 6 (.7r �t. . t. ��}�{vPw��'��t I t fr_ t t �tl i ti� t.,.. t.. ,, .,I, _ a_ . , �tc_d, &(:.1, .... , wtN._>1, ... .= _ ., c .... 13. DESIGN CONDITIONS Mull. 1.0 Inside, 68 OF Outside: 27 OF TD. 41 OF 14. TRANSMISSION LOSSES 15898 Walls 5627 - Glass 5510 - Doors 660 - Partitions. 0 - Floors 4100 - Roofs /Ceilings: 0 - Return Air Roof 0 - 15. INFILTRATION: Outside air cfm 605 27197 16. SUBTOTAL: Building components 43095 17. SUPPLY DUCT: 0 18. VENTILATION: Make -up air cfm: 375 16858 19. HUMIDIFICATION 15984 20. RETURN DUCT 0 21. TOTAL HEATING LOAD ON EQUIPMENT 75936 %""0ht50f[ Right -Sude Commemtal56.WRSC50830 2004 -Mar- 04110920 C Documents and Seltings%upewlsorWy DocumemslWnghtso@ HVAMTemplatelPacifi -kelly offices r Page 1 EG JUL 2 6 2004 CITY OF PORT TovaiSMD' BCD Load Breakdowns 40 Space2 Advanced Heating & Cooling, Inc. Job: Mar 03, 2003 1211 Ivy Road, Bremerton, WA 96310 Phone- 360415 -9335 Fax 360415 -9441 Email info@advancedhvac corn Web w _advanoedhvac.com Project • • For PACIFIC ENVN - -KELLY JOB - - -PT TOWNSEND m .aEj .. i y�G �i Nr i, 3 t _ i i va : a4"1{ 1 v Ir' i i sP .. 1 ....... w Fv pp Ii 1 r �, .. Component Btuh/ ft2 Btuh % of Btuh Walls 2.2 4843 3.0 Windows 190 18339 11.2 Doors 0.0 0 00 Ceilings 1.7 7009 43 Floors 0.6 2422 15 Partitions 0.0 0 00 Infiltration 10 9* 44530 27 1 Ducts 0.0* 0 00 Ventilation 116* 47146 28.7 Humidification 9.8* 39843 243 Totals 40 3* 164131 100 * Calculated per ft2 of floor area \J Jul 1500 Component Btuh/ ft2 Sens. Btuh % of Btuh Walls -03 1 -676 -1.0 Windows 111 ,10736 15.3 Doors 00 0 0.0 Ceilings 17 7004 10.0 Floors 00 0 0 0 Partitions 0.0 0 00 Infiltration -1.4* -5677 -81 Ducts 0.5* 2238 3 2 Ventilation -1.6* -5579 -9.4 People 0.8* 3396 48 Lights 14.7* 59832 851 Appliances 0.0* — 0 00 Motors 0 0* 0 0.0 Totals 172- 70274 100 * Calculated per ft2 of floor area Heating Cooling (Jul 1500) wnghtsoft Right-Sude CornmemaI5807RSC50830 2004 -Mar- 04104523 C Documents and Seaings\supenisorft Documents\Wrightsoft HVACU mplateWefault Ac Page 2 For PACIFIC ENVN- -KELLY JOB - - -PT TOWNSEND }ryty��ert,y�qq;y�� ;y�,a %'a:W,1J✓'.L1i1�. 7: i ., DESIGN CONDITIONS Mult. 10 Inside 70 OF Outside: 27 OF TD' 43 OF 32613 1. DESIGN CONDITIONS at Jul 1500 Peak load at Jul 1500 Inside 75 OF Outside. 69 OF 50 % Moisture- 2.7 gr /Ib TD: Mult. -6 OF 1 Ins.wb F RK Sensible Latent 2. SOLAR RADIATION THROUGH GLASS 14635 - 3. TRANSMISSION GAINS Sensible Floors: 2422 2429 - Walls -676 - Return Air Roof' 0 INFILTRATION: Outside air cfm: Glass -3899 16. SUBTOTAL: Building components 77142 0 Doors' 0 SUPPLY DUCT: VENTILATION: Make -up air cfm: 1000 47146 19. Partitions: 0 39843 0 20. 21. RETURN DUCT TOTAL HEATING LOAD ON EQUIPMENT Floors 0 Roofs /Ceilings 7004 Return Air Ceiling. 0 4. INTERNAL HEAT GAIN Sensible Latent 63228 2717 Occupants. 3396 2717 _ Lights' 59832 - Motors. 0 0 0 Appliances. 5. INFILTRATION: Outside air cfm: 863 -5677 1608 6. SUBTOTAL: Space load 74615 6189 7. SUPPLY DUCT 8. SUBTOTAL: Bldg comp's and supply duct 2238 76853 _ Actual cfm' 3505 at Supply TD: 20 1000 - -6570 - 1864 9. VENTILATION: Make -up air cfm. 10. RETURN AIR LOAD: Lighting & roof (net) 11. RETURN DUCT 0 70274 6189 12. TOTAL LOADS ON EQUIPMENT ti t Itttt u{7 ¢ "i trr :. i h i'v r i' r tft�fio'!1M ,a § °t,,, .a.. .. F„,,,_ 1F;.sY x h`Lr 6,..,. '�.....z.a -�` arl :'ate �.., >,t7.if�.ia�.� -. ., ,. 13. DESIGN CONDITIONS Mult. 10 Inside 70 OF Outside: 27 OF TD' 43 OF 32613 14. TRANSMISSION LOSSES Walls 4843 - 9 Glass 18330 Doors. _ Partitions. 0 Floors: 2422 Roofs /Ceilings, 7009 15. Return Air Roof' 0 INFILTRATION: Outside air cfm: 945 44530 16. SUBTOTAL: Building components 77142 0 17. 18. SUPPLY DUCT: VENTILATION: Make -up air cfm: 1000 47146 19. HUMIDIFICATION 39843 0 20. 21. RETURN DUCT TOTAL HEATING LOAD ON EQUIPMENT 164131 2004-Mar- 0410:4523 wrrghtsoft Rigid -Sude Cummerc1a15807RSC50030 Paget C \Documents and Seeings\superviso Wy D=mems\Wdghlso8 HVAC \Templale\default.rtc Job #: Performed by for: PACIFIC ENVN —KELLY JOB —PT TOWNSEND 2nd floor Space2 N -3 Advanced Heating & Cooling, Inc. 1211 Ivy Road Bremerton, WA 98310 Phone 360 -415 -9335 Fax 360 -415 -9441 Scale, 1 166 Page 2 Right -Suite Commercial 5 8 07 RSC50830 2004- Mar -04 11.11'22 ouments and Settings \supemi tr. lei Er. u V III I IIi JUL 2 6 2004 (" r r F -1 ', T - - ," Qr!),, Load Breakdowns 40 Space6 Advanced Heating & Cooling, Inc. Job: Mar 03, 2003 1211 Ivy Road, Bremerton, WA 98319 Phone: 360 -015 -9335 Fax 360-415 -9441 Email Info@Jadvancedhvac com Web w advancedhvac wm For: Pacific - -Kelly offices r Cc In ir l I iiU Component Btuh/ ft2 Btuh % of Btuh Walls 20 2165 62 Windows 13.1 1889 5.4 Doors 00 0 0.0 Ceilings 12 1538 4.4 Floors 0.0 0 0.0 Partitions 0.0 0 00 Infiltration 10.3* 12924 373 Ducts 0 0* 0 0.0 Ventilation 6 7* 8429 243 Humidification 6.2* 7747 223 Totals 27 8* 34692 100 v * Calculated per ft2 of floor area Rt1if[►U7 Component Btuh/ ft2 Sens Btuh %of Btuh Walls -0.6 -600 -30 Windows 73.7 10606 52.4 Doors 00 0 0.0 Ceilings 02 299 1.5 Floors 0.0 0 0.0 Partitions 0.0 0 0.0 Infiltration -3 0* -3747 -18 Ducts 0 0* 0 0.0 Ventilation -2 1* -2677 -13 People 2.5* 3125 15.4 Lights 8 2* 10250 50.6 Appliances 24* 3000 14.8 Motors 0 0* 0 0.0 Totals 16.2* 20256 100 * Calculated per ft' of floor area Heating Cooling (Jul 110th (� /m People wnghtsoft Right -Suite Commemial 5807 RSC59B30 2004- Mar -0411 D920 C \Dowmenls and Seftings\supervisor\My Dowmems\Wdgmsoft HVAC \TemPlate\Pacmo —kelly offices r Page 2 For Pacific - -Kelly offices �?� I. DESIGN CONDITIONS at Jul 1100 Peak load at Jul 1500 TD. Inside 75 OF Outside 62 OF Mult, RH. 50 % Moisture. 27 gr /lb 2. SOLAR RADIATION THROUGH GLASS 3. TRANSMISSION GAINS Sensible 11427 Walls -600 -1122 Glass. -821 16375 Doors, 0 - Partitions. 0 Floors* 0 Floors: D -3747 Roofs /Ceilings: 299 22932 Return Air Ceiling: 0 4. INTERNAL HEAT GAIN Sensible 22932 Occupants: 3125 - Lights: 10250 -2677 Motors- 0 0 Appliances* 3000 5. INFILTRATION: Outside air cfm. 6. SUBTOTAL: Space load 7. SUPPLY DUCT 8. SUBTOTAL: Bldg comp's and supply duct Actual cfm 1032 at Supply TD: 9. VENTILATION: Make -up air cfm. 10. RETURN AIR LOAD: Lighting & roof (net) 11. RETURN DUCT 12. TOTAL LOADS ON EQUIPMENT Peak load at Jul 1500 TD. -13 OF Mult: 10 Mult, 1.0 Ins.wb 63 OF 14. Sensible Latent 11427 - -1122 - Latent 16375 2500 2500 - - 0 Floors* 0 - 263 -3747 489 22932 3339 15. 0 288 12924 16. 22932 18516 20 - - 188 -2677 349 19. 0 7747 20. 0 0 21. 20256 3339 ._ r" ..` -..,7 13. DESIGN CONDITIONS Mult: 10 Inside. 68 OF Outside, 27 OF TD 41 OF 14. TRANSMISSION LOSSES 5592 Walls 2165 - Glass. 1889 - Doors 0 - Partitions: 0 - Floors* 0 - Roofs /Ceilings 1537 - Return Air Roof- 0 - 15. INFILTRATION: Outside air cfm: 288 12924 16. SUBTOTAL: Building components 18516 17. SUPPLY DUCT: 0 18. VENTILATION: Make -up air cfm 188 8429 19. HUMIDIFICATION 7747 20. RETURN DUCT 0 21. TOTAL HEATING LOAD ON EQUIPMENT 34692 wrlghtsoft Right-SUfle Commemia158.07R8C50830 2004 -Mar- 041109.20 C \Dmments and Setangstsupervisorft Dowmems\WngMSOfi WAMTemplateiPaeiflo -kelly offices r Page 2 1211 Ivy Road, Bremerton, WA 96310 Phone 360-415-9335 Fax 3604159441 Email. info@jadvancedhvac eom Web: w advancedhvac.00m Project ♦ • For' Pacific - -Kelly offices �xr�q♦��irT����ma i'�Ej 7s is t{"�y,�t.�`kv+�'��n�Ys r�'iz bvtt-P at �+�tf ., r�r�tiitrro:�� -r .r4 � Component Btuh/ ft= Btuh % of Btuh Walls 22 1290 3.6 Windows 138 2972 82 Doors 00 0 0.0 Ceilings 1.3 1613 4.4 Floors 00 0 0.0 Partitions 0.0 0 0 0 Infiltration 2 8* 3536 9.7 Ducts 0 0* 0 00 Ventilation 14.1 * 17680 487 Humidification 7.4* 9221 25.4 Totals 29.0* 6311 L 100 * Calculated per ftz of floor area Jul 1100 Component Btuh/ ft2 Sens. Btuh % of Btuh Walls -04 -269 -1.2 Windows 737 15909 68.3 Doors 0.0 0 00 Ceilings 0.2 299 13 Floors 0.0 0 00 Partitions 0.0 0 0.0 Infiltration -0.7* -833 -3.6 Ducts 0 0* 0 0.0 Ventilation -4 3* -5353 -23 People 51* 6375 274 Lights 57* 7175 308 Appliances 0 0* 0 0.0 Motors 00* 0 0.0 Totals 18.6* 23303 100 * Calculated per ft2 of floor area Heating Cooling (Jul 1100) wnghtsoft Right-Sude Commercial S B U RSC50630 C Vocumerds and Segings4supervis \My Documents \Wnghootf HVAMTemplateTwigo -kelly offices r 2004Mar -04 11.0920 Page 3 f 4 i i 4i ?j� •• •." •u ••• (!d ! T,h r t �.i. ° 1. DESIGN CONDITIONS at Jul 1100 Inside, 75 OF Outside. 62 OF RH: 50 % Moisture 2.7 gr /lb 2. SOLAR RADIATION THROUGH GLASS 3. TRANSMISSION GAINS Sensible 58 Walls. -269 14. Glass -1231 Doors: 0 Partitions: 0 20 Floors 0 375 Roofs /Ceilings" 299 Return Air Ceiling 0 4. INTERNAL HEAT GAIN Sensible Occupants 6375 15. Lights 7175 16. Motors 0 17. Appliances, 0 5. INFILTRATION: Outside air cfm, 6. SUBTOTAL: Space load 7. SUPPLY DUCT RETURN DUCT 8. SUBTOTAL: Bldg comp's and supply duct TOTAL HEATING LOAD ON EQUIPMENT Actual cfm. 1307 at Supply TD. 9. VENTILATION: Make -up air cfm: 10. RETURN AIR LOAD: Lighting & roof (net) 11. RETURN DUCT 12. TOTAL LOADS ON EQUIPMENT Peak load at Jul 1100 TD. -13 OF Mult 1.0 Ins.wb 63 OF Sensible Latent 17140 -1201 Latent 13550 6375 6375 - - 0 DESIGN CONDITIONS Mult: 10 58 -833 109 14. 28656 7183 0 - 28656 - 20 - - 375 -5353 699 0 - 0 - 23303 7183 .-k Ypj tit {iftt qtr l_ t i'1t pij�.gt t t t } t".a •- ..0 ti y��l J�_.. �"'_, � �.0 (..'!: it Iffie!iP'r.�.'�L r�.. .���: ,i�::. O.'..-0. 13. DESIGN CONDITIONS Mult: 10 Inside: 70 OF Outside: 27 OF TD: 43 OF 14. TRANSMISSION LOSSES 5875 Walls, 1290 - Glass: 2972 - Doors. 0 - Partitions, 0 - Floors: 0 - Roofs /Ceilings. 1612 - Return Air Roof. 0 - 15. INFILTRATION: Outside air cfm 75 3536 16. SUBTOTAL: Building components 9411 17. SUPPLY DUCT: 0 18. VENTILATION: Make -up air cfm: 375 17680 19. HUMIDIFICATION 9220 20. RETURN DUCT 0 21. TOTAL HEATING LOAD ON EQUIPMENT 36311 wnghtsoft RigMSuite COmmercta158.07RSC50M 2004Mar- D4110920 C:WD ments and Segmgs\supewisorWy DooumerasMrightsoft HVAC\Tempiate\Pacifto—keliy offices r Page 3 2nd floor Job M Performed by Pacific —Kelly offices for: Advanced Heating & Cooling, Inc. Scale: 1 B8 1211 Ivy Road Right-Suite Commercial Bremerton, WA 98310 5 8 07 RSC50830 Phone 360 -415 -9335 Fax, 360- 415 -9441 2004 -Mar -D4 11 10.56 CADocuments and Set8ngslsuperws.. Of PORT iOVMSMD JUI_ 6, v�QJ+ Of PORT iOVMSMD ir Project Info Project Adress 0 0 5/ 0 S ale S / i o y- eu`2% �6,7✓ Sd?�'D For Building Dept. Use #REFI #REFI Equip. ID Applicant Name �Lsu Applicant Address Zl l E� Applicant Phone - 60 _ �3 8�-- 0� o SZ Project Description G o �� ��� pVt ��/ „� 4 Briefly describe mechanical system ! type and features. scC Po,-- 0 — 1 EgIsMes Plans Include documentation requiring compliance with commissioning requirements, Section 141 S. Compliance Option O(SlmPle System 0 Complex System 0 Systems Analysis (See Decision Flowchart (over) for qualifications Use separate MECHSUM for simple a complex systems.) EQiupment'Schedules The following information Is required to be incorporated with the medhariloal equipment schedules on the plans. For projects without plans, IN in the required information below. Cooling Equipment Schedule S15 - - tit If M rrL./7 S C A %7/)C{ eye 9E Equip. ID Brand Name' Model No.' Capacity2 Btulh Total CFM OSA CFM or Eceno? SNEW or EER IPLW Location v/ /i \A) G 0 9' 97 2 4 7,4L 3 00 0 0c,V /0.1 O u r_ 7U JV WSC aro-3 fz `i ant Z 0° CZv NO /D.( �c10 Heating Equipment Schedule Equip. ID Brand Name' Model No.' Capacit? Btu/h Total CFM OSA cfm or Econo? Input Btuh Output Btuh Etficie ? V✓ cu?07e -3 b t -W /000 Cconlo �¢ SG 0 0z & Sheol I-00 eoi✓a 614-c Z9 J zrs tA Zt 1E Fan Equipment Schedule Equip. ID Brand Name' Model No.' CFM SP' HP/BHP Flow Control' Location of Service EFt G 09� -09c--b 9'6 - _7157 9z/aoV CF-2 o f✓r LS loo Sr /00 . z1r / 1 f 'If available. `As tested according to Table 14 -1,142 or 14-3. a If required 4 COP, HSPF, Combustion Efficiency, or AFUE, as applicable. Flow control types: variable airvolume(VAV), constant volume (CVO, or variable speed (VS). Ffq ) System Description If Heafing/Cooling ❑ Constant yon ❑ AP cooled'? ❑ paciaged sys? ❑ <s4 Opp Stun See Section 1421 for full description of or Cooling Only: ❑ SpIR system? Economizer Inducted? or 1900 cfm? Simple System qualdaafions. If Heating Only: ❑ I" cirn? ❑ <70% outside air? Decision Flowchart Use this flowchart to determine if project qualifies for Simple System Option. If not, eilherthe Complex System or Systems Analysis Options must be used. START I Heaingr System Type Cooing or Cooing Only Healing Only ��� Yes tiro? Reference Section 1421 No No Yes 970 %OSA No <54,000 Binh $pl No or 1900 cfm? Syets / �Yec —►I Reference / ECOno Section 1423 \� Inducted? or 1900 Simple System Allowed Reference Section 1420 Use Complex Reference Systems SecOon 143D Complex Systems reefer to MtCH -CUMP Mechanical Complex Systems for assistance In—determining which Complex Systems requirements are applicable to this project iF C E U LI lS � LS u 2 CITY Of PORT TOWNSEND BCD C D U l5 CITY OF PORT TOWNSEND BCD e7 ATI'Mil Mw r-M&TIMPM =.,Ml 1`171111971FIT-71111PT-FK11- ='i - FTMT7,7111 - =I, Mechanical Summary (back) ME1 System1 Description See SeGtign 1421 for full description of Simple System qualifications. If Heating /Cooling or Cooling Only: Constant Vol? E] Split system? E] Air cooled? Packaged sys? 11 <54,000 Btuh M Economizer Included? or 1900 cfm7 If Heating Only ❑ <5000 cm? ❑ <70% outside air? (` STARTS Syste Type�> -- 1 Heating Only - '<5000 ``. cfm7 - Yes ( Refi Secb No <70% OSA; -Yes► No if orolect qualifies for or i. If not, either the Reference Section 1430 J Refer to MECH -COMP Mechanical Complex Systems for assistance in determining which Complex Systems Complex Systems requirements are applicable to this project. CITY Of rORT TMNSMO A - System Description If Heating /Cooling X Constant vol? ❑ Air cooled? Packaged sys? ❑ <54,000 Btuh See Section 1421 for full description or Cooling Only. El Split system? Economizer included? or 7900 cfm? of Simple System qualifications. If Heating Only: ❑ <5000 cfm? ❑ <70% outside air? Decision Flowchart Use this flowchart to determine B project qualifies for Simple System Option. If not, either the Complex System or Systems Analysis Options must be used. -SITA,RT HeaOnglCa 3Y'sem3ype' or Cooling Heating Only -,<5000 cfm? � Yes Reference Section 1421 No <70 %OSA;. Yes► No Yes Ie in S 9 Btuh Use Complex Reference Systems Section 1430 __J Refer to MECH -COMP Mechanical Complex Systems for assistance in determining which Complex Systems Complex Systems requirements are applicable to this project. 2001 Washington State Nortmaiden ial Enemy Code Comolianos Form ,Mechanical Permit Plans Checklist MECH 2D01 Wa1h4VWn anew Nonn.idWVQEnjMy Code Cdnip ml Fpm. Jun.tar[ KJ1J Projecl Address 00 51 m The following Information is necessary to check a mechankal permit application for compliance with the mechanical requirements In the Washington State Nonresidential Energy Code Applicability (yes, no, %) Code Sedion Component Informabon Required Location on Plans Buildmg Department Notes HVAC REQUIREMENTS (Sections 1401 -1424) 1411 Equipment performance yes 14114 Pkg elec htg & dg List at pumps on schedule 1411.1 Minimum efficiency Equipment schedule with type, capacity, efficiency 14111 Combustion hill Indicate intermittent ignition, fluefdre0 damper & jacket loss 1412 HVAC controls 1 ys 14121 Temperature zones Indicate locations on plans i%S 1412 2 Deadband control Indicate 5 degree deadband minimum 1011A 14123 Humidity control Indicate humidistat eS 1412 4 Automatic setback Indicate thermostat with night setback and 7 dill day types 141241 Dampers Indicate damper location and auto. controls & max leakage /UIk 1412.42 Optimum Start Indicate optimum start controls 2S 1412.5 Heat pump control Indicate microprocessor on thermostat schedule '0r'4 1 1412 6 Combustion hlg. Indicate modulating or staged control 1412 7 Balancing Indicate balancing features on plans IU%A 1422 Thermostat interlock Indicate thermostat Interlock on plans ,es 1423 Economizers Equipment schedule 1413 Air economizers ,VIA 14131 Air Econo Operation Indicate 100% capability on schedule N/n 14131 Wir Econo Operation Indicate 100% capacity at 45 degF db & 40 deg F wb /0/4_ 14132 Water Econo Doc Indicate dg load & water sconce & cig tower performance 1413 3 Integrated operation Indicate capability for partial cooling d/Ik 14134 Humidification Indicate died evap or fog atomization wf air economizer 1414 Ducting systems t PI 14141 Dud sealing Indicate sealing necessary 101- iL 1414 2 Dud insulation Indicate R -value of Insulation on dud 'v 1415 1 Piping insulation Indicate R -value of insulation on piping Completion Requirements lA 1416 1&2 Drawings & Manuals Indicate requirement for record drawings and operation dots Op 141632 At Balancing Indicate au system balance requirements /NIA 141633 Hydromc Balancing Indicate hydronic system balance regwrements /vlA— 1416.4 Commissioning Indicate requirements for commissioning and prelim. Report �S 1424 Sepemte air sys. Indicate separate systems on plans Mechanlce Summary Form Completed an allac Equipment schedule with types, mputloulpul, efficiency, dm, hp, economizer Ut: WATER HEATING AND HEA1 ED PUUL3 (5ections 1440 Service water htg. 1441 Elec. water heater Indicate R -10 insulation under tank 1442 Shut -off controls Indicate automatic shut -off 4 1443 Pipe Insulation Indlcate R -value of Insulation on piping 4 1452 Heat Pump COP Indicate minimum COP of 4 0 4 1452 Heater Efficiency indicate pool healer efficiency 1453 Pool heater controls Indicate switch and 65 degree control 1464 Pool covers Indicate vapor retardant cover 2001 Washinaton State Nonresidential Enerav Code Compliance Form Mechan,iFal Permit Plans Checklist ME0,1A I NO 2001 Wenhinplon Stele NenmeiOeMlel EnargY CoOe Compllenu Femie June 2002 - IUM Project Address 2 0 C ig i•1 �' -9 Or The following Information is necessary to check a mechanical permit applicahon for compliance with the mechanical requirements in the Washington State Nonresidential Energy Code Apphmbility Code (yes, no, n a.) Section Component Information Required Location on Plans Building Department Notes HVAC REQUIREMENTS (Sections 1401 -1424) 1411 Equipment performance e5 —1411.4 Pkg erc-.ltg- &-clg— List I"f eafpulnps on schedule Yys 1411 1 Mlnlmum efficiency Equipment schedule with type, capacity, efficiency Ll A /+l 1411 1 Combustion htg. Indicate Intermittent ignition, flue /draft damper & jacket loss 1412 HVAC controls ) iS 14121 Temperature zones Indicate locations on plans rp-S 14122 Deadband control Indicate 5 degree deadband minimum J#1A 14123 Humidity control Indicate humidlstat os. 141244 Automatic setback Indicate thermostat with night setback and 7 diff day types f A 141241 Dampers Indicate damper location and auto controls & max leakage Iv/A- 14124.2 Optimum Stad Indicate optimum start controls 2$ 14125 Heat pump control Indicate microprocessor on thermostat schedule r yr 1412.6 Combustion htg. Indicate modulating or staged control 25 14127 Balancing Indicate balancing features on plans tV%A 1422 Thermostat interlock Indicate thermostat Interlock on plans ,ys 1423 Economizers Equlpment schedule 1413 Air economizers �1/� 1413 1 Air Econo Operation Indicate 100% capability on schedule ���1 1413.1 W1r Econo Operabon Indicate l00% capacity a145 degF db & 40 deg F wb /V� `413 2 Water Econo Doc indicate clg load & water emnoe & clg tower perormanca QS 1413 3 Integrated operation Indicate capability for partial cooling ylt�� 1413.4 Humidification Indicate direct evap or fog atomization w/ air economizer 1414 Ducting systems PIA f11 1414 1 Duct sealing Indicate seating necessary I-egs %`1>�;,,, ©s S SlJ lol,A 14142 Dud insulation Indicate R -value of insulation on duct 'V ( 1415.1 Piping Insulation Indicate R -value of insulation on piping omp etion egmrements 101A 141-61 &2 Drawings & Manuals Indicate requirement for record drawings and operation dots. 141632 Air Balancing Indicate air system balance requirements 141633 Hydronic Balancing Indicate hydronic system balance requirements Vi f 1416.4 Commissioning Indicate requirements for commissioning and prelim Report .PS 1424 Separate air sys Indicate separate systems on plans _ mechanical Summary Form Competed and attached. Equipment schedule with types, Imputioutput, efficiency, cfm, hp, economizer ec ons t 1440 Service water htg. 1441 Elec water heater Indicate R -10 insulation under tank 1442 Shul -off controls Indicate automatic shut-off 4 1443 Pipe Insulation Indicate R -value of insulation on piping 4 1452 Heat Pump COP indicate minimum COP of 4 0 4 1452 Heater Efficiency Indicate pool heater efficiency 1453 Pool heater controls Indicate switch and 65 degree control 1454 1 Pool covers Indicate vapor retardant cover 0 TAME General Data (5, 6Ton) Table GD -2 —G Data r-I U—La 5 Ton Convertible Units 6 Ton Convertible Units WSCO60A7 WSCDBWA4AW WSCO72A3,A4AW Cooling Performance' Gross Cooling Capacity 63.100 63.10D 74,000 EERISEERr —/9.70 —11010 10.6/ — Nominal CFM /ARI Rated CFM 2,000/2.000 2,00012.0000 2400/2,100 ARI Net Cooing Capacity 60,000 60,000 70,000 Integrated Pad Load Value — — — 6.6 System Power (KW) 690 674 Heating Performance' High Temp Stub Rating 59,000 59,000 69,000 System Power KW /COP 5.961— 5.76/— 6.04/33 Low Temp. Btoh Rating 36,200 36,200 38,OOD System Power KW/COP 5.301— 5051— 506/22 HSPF (BtwV fatIShr) 6.96 7.00 — NCor ysor o 11Chmahiff Scroll UClimatuff Scroll 1/Gimatuff Scroll Outdoor Sound Rating (dB)3 85 85 90 outdoor cog —Type Lanced Lanced Lanced Tube Site (m) OD .3125 3125 .3125 1700 Face Area (sq ft) 9.59 959 3117 2/17 Rows/FPI Refrigerant Control 3/17 Expansion Valve Expansion Valve Expansion Valve indocrcoll —Type Lanced Lanced Lanced 3125 Tube Size (ia) 3125 .3125 668 9.89 Face Area (Sit ft) RowslFPl 6.68 3116 3/16 3116 Refrigerant Control Shod Orifice Short Orifice Shod Onfice 1Ai NPT Drain Connection No./Size (in.) 1/aA NPT 1/'A NPT Outdoor Fan —Type Propeller Propeller Propeller 1126 No Used/Diameter fn.) 1/22 1/22 Direcill Direclll Drive Type/No. Speeds Direct/l 3,200 6,200 CFM No MDloratiP 3,200 1/40 1140 1/.70 Motor RPM 1,075 1,075 1,075 Direct Drive indoor Fan —Type FC Centrifugal FC Centrifugal — No. Used Diameter x Width (in) 1 11 x Its 1 11 x 11' — DrweType/No Speeds Direct/2 DuaCV2 —_ No. Motors 1 1 Motor HP (Standard/Ovemized) 90/100 9011.00 — Motor RPM (Low/High Speed) 98511.100 98511.100 — Oversized Motor RPM (Low/High Speed) 1,080/1,135 1,08011,135 — Motor Frame Size (Standard/Oversized) 48/48 48/48 — Bell Drive Indoor Fen —Type — FC CenN(ugal FC Cenhifugal No. Used Diameter x Width (in) — — 1 1 1 x 1 1 BeBNanable Speed 1 12 x 12 BelWadable Speed Dnwe TypafN0 Speeds — 1 No. Motors Motor HP (Standard/Overslzed) — — 1 1.001— 100/2.00 _ Motor RPM (StandardAWersizad) — 1,750/— 1,750/1,750 56/56 Motor Frame Sizes (Standard/Overs¢ed) — 561— Flflers —Type Furnished Throwaway Throwaway (2) 20 x 25x1 Throwaway (4)16x 25 x2 (No.)Sizs Recomended(in.) (2) 20 x 25x1 Refrigerant charge (Lbs of 14-22)4 7.9 85 8.2 NOTES: 1. cooling Performance and Hearing Pedwmance is rated at 95 F ambient, ea F order dry bulb, 67 F entering wet bulb. Gross capacity dews cot iMJUds the agate of fin motor chn. certified in nom b rica won the AhSource Unhary heat ARI capacity is net and includes the eftxt of fen motor heel, Units am suitable for operation to *20% of nominal Heat Pump Equipment cartiflcation pmgmm, which is based on ARI Standard 21°440. 2. SEER is rated so ARI conditions arM in acconderiro with DOE fast procedures 3. Outdoor Sound Rating shown is tested in acaordanea with AM Standard 270. For more information reforl. Table M25 4. Rehigemnt charge is an appmArnme value. For a more predm value, no unit nameplate and service instructions. 5 Fan Diameter with oversued motor is 12 x 11. S. Optional inch pleated fitters are arm available 13 PKGP- PRC003 -EN TRANS' General 0 Data (7'/2, 10Ton) >arkGID-3— GowdData t2 -TV-Z (&M-5 Zrki— l M Ton Convertible Units 10 Ton Convertible Units WSC090A3. A4. AW W3C120A3, A4, AW Cooling Pmicimad Dee Lanced Lanced Gross Coding Capacity 93,000 121,000 EEW 101 10.1 Nominal CFM / ARI Rated CFM 3,00012,625 4,00%3.200 ARI Net Cooling Capacity 88,000 113.000 Integrated Part Load Value — 107 System Power (KW) 8.71 11.19 Heating Performarscal 989 1236 High Temp. Btuh Rating 88,000 108,OOD System Power KW/)OP 806/3.2 Short Orifice Low Temp. Btuh Rating 50,000 59,000 System Power KW/COP 6.66/2.2 7.86/2 2 HSPF (BIUANatts -hr) — — 1/Trarle Scroll 2/Climatuff Scrolls Outdoor Sound Rating (dB)3 90 88 Outdoor Coil —Type Lanced Lanced Tube Size (in.) OD 3125 .3125 Face Area (sq ff) 17.00 1983 Rows/FPI 3/17 3/17 Refrigerant Control Fxparision VaW Expansion Valve lndoor Coll —Type Lanced Lance Tube Size (in.) .3125 3125 Face Area (sq it) 989 1236 Rows/FPI 4116 4/16 Refrigerant Control Short Onfice Short Orifice Drain Connection No /Size (in) 1PA NPT 1I% NPT Outdoor Fan —Type Propeller Propeller No Used/Diameter(in) 1/26 1/26 Drive TypeMo Speeds Direct/1 DirecVl CFM 6,400 6.700 No MotorsMP 1/70 1/35 Motor RPM 1,075 1,075 Belt Drive Indoor Fan —Type _- PC Centrifugal PC Centrifugal No. Used 1 Diameter x Width (in) 12 x 12 1 15 x 15 Drive Type/No. Speeds BeWariable Speed Belt/Variable Speed No. Motors 1 Motor HP (Standard/Oversized) 1.00/300 1 2 DO/ 5.00 Motor RPM(Standard/Oversized) 1,750/1,750 1.75013.450 Motor Frame Size (Standard/0versized) 50/56 56156 Filters —Type Furnished a Throwaway, Throwaway (NO.) Size Recommended (in.) (4)16x25x2 (4)20x 25x2 Refrigerant Charge (Lbs of R-22r 122 7.9 Circuit #117 9 Circuit 112 NOTES. 1. Cooling pedormance and Huang Performance ls rated M 95 F ambient, SD F entering dry bulb, 67 F emenna wet bulb. Gross rapacity does not include the effect of fan motor for to *20% of nominal cfm. Cerefied in accordance with the AkSOUree Unitary heat. ARI rapacity is net and includes the cited of fan motor hest Units ere suitable operator, Heat Pump Equipment can ifiraton program, which is based on ARI Standard 21)240. 2 SEER is rated at ARI conditions and in accordance with DOE test procedures 3 Outdoor Sound Rating shown Is tinned in accordance with ARI Standard 270. For more information refer to Table PD-25. 4 Refrigerant charge is an approximate value. For a more precise vales see unit nemoplala and service Instructions 5. Optional 2 inch pleated firers are also "ailabie. PKGFLPR0003EN 14 L /14 r eg TOWS' Electrical Data Tabk gi i - UnitWkMWAh E1cc*wHeat l3bvie ftli tCorNactioa, - 46'g66R.rT7Nee Pbm Standard Indoor Motor Oversize Indoor Motor To Use Heater Heater Control Max Fuse Size Or Max Fuse Size Or Tons With Model No. IOW Rating' Stages MCA Max Circuit Breaker' MCA Max Circuit Breaker - 460 Volts Three Phase 77' 1 BAYHTRR406A 6.0 1 18.9 20 20.1 25 v 3 WSCD36A4 BAYHTRR412A 12.0 2 27.9 30 29.1 30 �r BAYKTRR418A 174 2 36.0 40 37.2 40 BAYHTRR406A 6.0 1 210 25 22.7 25 4 WSC048M BAYHTHR412A 12.0 2 301 35 31.7 35 BAYKMR418A 114 2 38.3 40 39.9 40 BAYHTRR408A 6.0 1 25.6 30 25.9 3D I 5 WSCO60A4 SAYHTRR412A 12.0 2 34.6 40 34.9 40 _ tO BAYHTRR418A 124 2 427 45 43.0 45 ll BAYHTRR423A 23.0 2 51.2 60 51.5 60 SAYHTRS409A 9.0 1 30.1 35 30.7 35 6 WSC072A4 BAYHTRS418A 18.0 1 43.8 45 44.4 45 BAYHTRS427A 27.0 2 57.3 60 57.9 60 BAYHTRS436A 36.0 2 70.8 SO 71A 80 BAYHTRS409A 9.0 1 35.4 45 37.5 45 7k WSC09OA4 BAYHTRS418A 18.0 1 49.0 50 51.1 60 17,115 BAYHTRS427A 27.0 2 625 70 64.6 70 RAYHTHS436A 36.0 2 76.0 80 78.1 8D BAYHTRT418A 18.0 1 53.6 60 570 6D 10 WSC120A4 RAYHTRT427A 27.0 2 67.0 70 70.5 70 RAYHTRT436A 36.0 2 80.5 90 84.0 90 RAYHTHT464A 54.0 2 91.4 100 94.9 100 NOTES: I Heater kw ra6rps ere at 2081740 for 20a430V unit 2. HACK type eimfd breaker par NEG Cl PKGRPRC003 -EN 38 0 TRWE' All dimensions are in inches/millimeters. 3-5 Tom _ttt 351bw Unit aLl rave WWROdOP"Aing 44 iL� tT-8 Dimensional Data (3- 5Tons) 22_\\ ��o° .:=C. = CLEARNNLE37'(949MM) CLEARANOEM' (1219 M LI) TOP OF UWT'? 7W4Q457 WA) 7ypK:AL ROOF OPENING aEARANCE 36' (914 MM) PKGP -pRCGO3-EN 0 I] 0 410 is 2-TV- g Dimensional Data (3- 5Tons) All dimensions are in indiesknillimeters. 3.5TvnWVwnflOw Dud ConnecdOw — FiafdFib*ated 3-5TOM DuwnftwAHbW. fikftwW TfaWOJ ON awe U -15 Tom HarkwMIAnfbw&PPfYfiI9ftI1O maMo A1LRAW 01 iW (MWA / 81,MN suerur 14-1�tJPfALIIIWRE orww coN�cna+ 0114- MW 45 PKG"RCO03 -EN Dimensional , Data (6- 1OTons) All dimensions are in inches. 5 and 7A Tom — WSCW24 NO WSC09L14 EVA SECII VTMS — WX120A it COIL �xarroAV�vwwE YT ISM 0.lNClE raccnucA�mr��+ )SWEIENNf]ONFA - CCMPCLA "U PMMR ACCESS PANEL w r accn+rxmw =cPa+ ryxr�Eror�rroxa .YNBI NE.QNSV11E0♦ CONiPOL�CCYPP66DP raccnucA�mr��+ )SWEIENNf]ONFA - CCMPCLA "U PMMR ACCESS PANEL I 0 0 (ZTv -1 iz -nJ -s Dimensional Data All dimensions are in inches. 6-VTons — DownfiowAYBowS1WPlYand Rehan; T&OMh the Bass UbTibm fr10Tom — HwkmWA~S%WWYmd Rehm 6 -VToes — u,*aeamr" and Roaf DPW*9 PKGP- PRC003 -EN 0 TAwE' (6- loTons) J,Li- u's CLEARANCE CLEARANCE 38'(914 MM) MMM3RIOW 11 M� �I� TYPICAL ROOF OPENING CLEARANCE FROM TOP OF UNtf 7Y WSW �MK ntsaw (M51 VM \\ Y MV4 /(13m w \/ CLEARANCE 38' (914 MM) CLEARANCE 48' (1219 MM) 47 0 TAME' All dimensions are in inches. 6-10 Tons — Root Curb PTO BTU- S Dimensional Data (6- 10Tons) 6-VTWS— DownRowDuct Corme fWdIbbdcaW 0 17 3W 451 MM LICY(LOW-ij PKGRM [a), 0 R-ry -3, rz�t y- t�tv 7) Iry -g T►E' Weights 7aWe 4K 1— Maximum U/*%WgW CWwRifeigMs (tbOAnd center Of GmvityD)mensions (bt) / Un4 Maximum Weights (lbs) Tons Model No Shipping Net 3�WSCMA 13B 110 88 105 4 WSOD48A 534 442 5 WSC06QA 568 584 474 6 WSCO72A 867 492 724 38 22 WSCO90A 937 794 WSC120A 1084... 941 I. 1. 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