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HomeMy WebLinkAboutMULT DOCS - 04-00420 - Pioneer Village - Strip Mallq �R,ISHEO 6/3/2005 CITY OF R.EXBUR -G AMERICA'S FAMILY COMMUNITY To Whom It May Concern: 19 East Main St 208 -359 -3020 Phone ext.324 PO Box 280 208 - 359 -3022 Fax va1@ci.rexburg.id.us Rexburg, Idaho 83440 www.rexburg.org The Pioneer Village Strip Mall Building located at 669 Pioneer Road (permit # 04 00420) is completed. This building permit was for the shell only. The occupancy for this building will not be granted until after tenant finish. If you have any questions, I can be reached at (208) 359 -3020 ext. 324. Yours truly, Val Christensen Building Official Plan Checklist for the 2003 International Building Code Name of Project: v/L USE AND OCCUPANCY oy �� 0o yzo 1. Classification as per Sections 302.1 & 303 thru 312 2. Incidental use areas see Table 302.1.1>C S ?fi t- ~^Y 3. Identify if mixed occupancy exists. Yes or No 'y' If no then skip #3 below. Accessory Space (10% or under) Nonseparated Mixed Occupancy as per Section 302.3.1 Separated Mixed Occupancy as per Table 302.3.2 Identify on plans Fire Barrier Walls and/or Horizontal Assemblies including the rating 3. If Assembly Occupancy exi ts, is it 750 sq. ft. or less as per Section 303.1 or less than 50 occupants as per Section 303.1.1 V 4. Covered Malls, see Section 402. Atriums see Section 404. Underground Buildings see Section 405. Motor Vehicle Occupancies, see Section 406. 1 -2 Occupancies see Section 407. 1 -3 Occupancies see Section 408. Motion Picture Projection Rooms see Section 409. Stages and Platforms see section 410. Special Amusement Buildings see Section 411. Aircraft Related Occupancies see Section 412. Combustible Storage see Section 413. Hazardous Materials see Section 414. H- Occupancies see Section 415. Application of Flammabl Finishes see Section 416. Drying Rooms see Section 417. Organic Coatings see Section 418. - NA HEIGHT AND AREA 1. Area, First Floor 1000 , Second Floor , Third Floor 2. Area meets requirements as per Table 503. (Basements need not be included as per Section 503.1.1) Yes No X 3. Height meets requirements as per Table 503. Yes_ No 4. Buildings on same Lot? Yes No If no then skip #5 below. 5. Regulated as Separate )C" or Regulated as one Building as per Section 503.1.3 6. Height modified as per Section 504. Yes No_ If yes , sprinklers are required. 7. Area modified as per Section 506. Yes_ No If yes use the area provided below to calculate increase. W = /00 C ' s - 4 t s 4 * q arm �.. - /oo '� goon mar Total Area Allowed after Increase S� Area Shown on Plans /✓roo a 8. Zero Lot Line Buildings see $e tion 705. For Mezzanines see Section 505. Unlimited Area Buildings see Section 507. TYPES OF CONSTRUCTION AND FIRE RESISTANCE. 1. Identify the Type of Construction as per Section 602 Vp 2. Check allowable material for Type I and II buildin gs as per Section 603 3. Table 601 - Identify Building Element Ratings 4. Table 602 - Identify the Fire Resistance Ratings of Exterior Walls 5. Check Openings in Exterior Walls for compliance with Table 704.8.(If sprinklered, see Section 704.8. 1) 6. Projections meet requirements of Section 704.2 7. Check for window vertical exposure from roof below as per Section 704.10 8. Check that Parapets are not required Xasp Sect ion 704.11" 9. Are Firewalls used or required? Yes No If no, skip #10 below. 10. Check Firewalls for Structural Stabil Fire Resis nce Rating as per Table 705.4 2 Made of Nonco �bustible Materials(except Type V) Horizontal Continuity , Vertical Continuity___ , Connection to Exterior Walls as per Section 705.5.1 V Extend to Horizontal Projecting Elements as per Section 705.5.2 Openings (no windows) as per Section 705.8 Check that Penetrations meet requirements of Section 712�' Ducts and Air Transfer Openings in Firewall meet requirements of Section 705.11. 11. Are Fire Barriers used or required? (as required by table 302.3.2) Yes No If no skip #12 below. 12. Check Fire a ie s for structural stability as per Section 706.4. Openings limited to 25% of wall. a i um opening size of 120 sq. ft. (unless sprinklered) Check that Penetratio requirements of Section 712. Ducts and Air Transfer Openings meet the require gents of Section 712 and 716. 13. Are Shaft Enclosures used or required? Yes No If no then skip #14 below. 14. Shaft Enclosures meet the requirements of Section 707. 15. Are Fire Partitions used V uired? Yes No X If no then skip #16 below. 16. Check Fire Partitions fo ral Stability and Continuity as per Section 708.4. Dwelling units that are sprinkler e l d '/z hr. separations versus 1 hr. Check that Penetrations meet the r is of Section 712. Ducts and Air Transfer Openings meet the requirements of Section 712 and 716. 17. Fire Rated Ceiling Panels meet requirements as per Section 711.3.1.4 18. All Penetrations in Fire Resistive Walls and Horizontal Assemblies meet the requirements of Section 712. Gf 19. Fire Resistive Joint Systems meet the requirements of Section 713. 20. Doors and Shutters in Fire Resi ive Assemblies meet the requirements of Table 715.3. 21. Fire Doors are Self Closing.. Nk 22. Fire Windows or Glazing conform to Section 715.4 and Table 715.4. 23. Fire and Smoke Dampers conform with Section 716. 24. Fire Blocking and Draft Stopping is provided as per Section 717, (Draft Stopping is not required at partition line in dwelling units with combined space of less than 3000 Sq. Ft and not required if in sprinklered building with sprinklered concealed spaces) 25. Wall and Ceiling Finishes meet the requirements of Table 803.5 and Section 803X 26. Floor Finish meets requirements of Section 804. FIRE PROTECTION SYSTEM 1. Is a Fire Protection System required for this building in order to meet area, height etc. requirements? Yes No If no skip #2 below. 2. List the type of system that is required P 3. Other requirements requiring Fire Protection Systems (check if needed): Group A (As per Section 903.2.1) Group E (As per Section 903.2.2) Group F -1 (Asper Section 903.2.3) Group H (As per Section 903.2.4) Group I (As per Section 903.2.5) Group M (As per Section 903.2.6) Group R (As per Section 903.2.7) Group S -1 (As per Section 903.2.8) Group S -2 (As per Section 903.2.9) x „ All Buildings except R -3 and U (Asper Section 903.2.10) A Ducts conveying Hazardous Exhausts (As per Section 903.2.12.1) Commercial Cooking Operations (As per Section 903.2.12.2) As per Table 903.2.13 4. If Sprinklers needed as identified in #3 list type of system required. 5. If Sprink eZ equired by any of the above, Are Monitors and Alarms provided as per Section 903.4. 6. If an A ternativeJAutomatic Fire Extinguishing System is identified, does I meet the requirements of Section 904 7. Are Fire Alarms required as per Sections 907 or 908? Yes No x if no then skip #8 below. / 8. Do Alarms meet the requirements listed in Sections 907 or 908 ?��- 9. Is smoke control required ?(as per Sections 402, 404, 405 or 410) Yes No If yes, see Sections 909. 10. H Occupancies may require smoke and heat vents as per Sections 415.6 and 410. —A-11)— MEANS OF EGRESS 1. Minimum height of 7'as per Section 1003.2. 2. Any protruding objects meet the requirements of Section 1003.3. / 3. The occupant load shown on plans-4-0 z 4. The occupant load as per calculated by Table 1004.1.2. 7�Pt7 p,� �� ' /�v A iwA 5. Occupant load posted in every assembly occupancy as per Section 1004.3/ 6. Egress width is identified on plans. X 7. Egress width meets requirements as calculated per Table 1005.1. �Q 8. Multiple means of egress sized so that the loss of any one means of egress shall not reduce the available egress capacity to less than 50% of total required. �K 9. Door encroachment does not reduce the required egress Width to less than 50% require 10. Means of egress is illuminated as per Section 1006._ 11. Illumination emergency power is shown for means of egress as per Section 1006.3. 12. An enclosed exit stairway is shown. Yes No )C if no, skip #13, #14 and #15 elow. 13. Enclosed stairway has an area of refuge(as per Section 1007.6) or is sprinklered._"A 14. Area of refuge has 2 -way counications, instructions and is identified as per Sections 1007.6.3, 1007.6.4 and 1007.6.5. _�7 15. Door clear widths are a minimum of 32 ". Except as allowed by exception of Section 1008.1.1. V 16. Doors swing in the direction of travel where serving 50 or more persons or in a H occupancy. X' 17. Specialty doors meet the requirements of 1008.1.3. 18. All egress doors have a landing on both sides as per Sections 1008.1.4 and 1008.1.5.�1�&P 19. Thresholds are identified as a maximum of 1 /2" high, for swing doors and 3 /4" for sliding doors as per Section 1008.1.6. 'X 20. Space between two doors is less than 48 "(except R2 &R3 non Type A units). 21. Locks and latches meet requirements of 1008.1.8. x 22. Panic hardware is shown at required locations (Section 1008.1.9). 23. Does a stairway exist. Yes No ?C If no, skip #24 thru #28. 24. Stairway doors do not open over stairs. 25. Stairways are a minimum of 44" wide except where occupant load is 50 or less or as per Section 1009.1). 26. Maximum riser is 7 inches and minimum tread is 11 inches. p� 27. A landing is provided at the top and bottom of eac stairway. �!�-- 28. Maximum vertical rise without a landing is 12'.4 29. Handrails are identified that meet the requirements of Section 1009.11 /V 30. Handrails return to wall, etc. or are continuous to next stair handrails 31. Elevation change of over 1/20 is designed as a ramp as per Section 1010�� 32. Exit signs are identified when over 2 doors are required for exiting. ���v" 7 iN�SI�- 33. Exit signs are spaced no more than 100' apart or to the door. 34.42" guardrails are shown whenever a walking surface is over 30" above grade/ �-,� 35. Any roof mechanical equipment within 10' from edge has a guardrail shown._ 36. Egress does not pass through intervening spaces unless the space is accessory to the area served and the intervening space is not hazardous. 'X 37. If multiple tenant spaces exist, egress from any one does not pass through another 38. Length of egress travel does not surpass requirements as per Section 1013.3. X 39. Required egress aisle adjacent to tables shall comply with Section 1013.4.2. 40. Spaces with one means of egress meet the following maximum occupancy s:--A)-- a. a. Occupancy A,B,E,F,M & U - 50 occ. b. Occupancy H -1, H -2, & H -3 - 3 occ. C. Occupancy H -4, H -5, I -1, 1-3,1-4, & R- 10 occ. d. Occupancy S - 30 occ. 41. Where two or more exits are required, they are a minimum of 1 /2 the diagonal distance of the space served apart or where the space is served by an automatic sprinkler system, the distance is 1/3. 42. If boiler or furnace rooms over 500 sq. ft. with btus over 400,000, two exits are provided. 43. Refrigeration machinery rooms and refrigerated rooms over 1000 sq. ft. have two exits. 44. Stage means of egress comply with Section 1014.6 45. Exit Access travel distance meets requirements of Table 1015.1. 46. Exterior exit,balconies constructed in accordance with Section 1015.1 have 100' added to their travel distance. 47. Corridors are rated as per Table 1016.1. // 48. Corridor widths meet requirements of Section 1016.2. 49. Corridor dead ends are less tan 20' or 50' for sprinklered occupancies B and FA 50. Corridor not used as plenum unless in a tenant space of less than 1000 sq. AX 5 1. The minimum number of exits for occupant load meets the following: 1 -500 requires 2 exits 501 -1000 requires 3 exits More than 1000 requires 4 exits 52. Buildings with one exit meet the requirements of Section and Table 1018.2., 53. Interior stairwells required as a means of egress meet the requirements of Section 1019. 54. Space under stairs is identified as 1 -hour rated. 55. Exterior ramps or stairs are open on ne side and have a minimum of 35 sq. ft. of open space not less than 42" above any floor level 56. Exterior ramps and stairways are protected from the inside of building as per Section 1022.6. 57. Exterior balconies, stairways and ramps are over 10' fro of lines and other buildings on the lot.4 58. Egress courts meet the requirements of Section 1023.5.49k 59. Assembly occupancies meet the requirements of Section 1024.,4 tl 60. Window egress or better is provided in every sleeping room and any habitable basement. ACCESSIBLITY 1. An accessible route connects all accessible buildings, accessible facilities, accessible elements, accessible spaces and the public right -of- way(except as excepted by Section 1104). �C 2. In addition to the required accessible entrances, 50% of all public entrances are accessible._ 3. Accessible parking is provided as per Table 1106.1.�a - 40 4. 10% of hospital out patient parking is accessible and 20% of rehab or physical therapy - A- 5. Van spaces are provided.(one out of six and any portion) 97 6. Accessible parking is provided on shortest route from accessible parking to the accessible building entrance. JJ J 7. Group I occupancie meet accessibility requirements as set forth in Section 1107.5&I. 8. Group R -1 occupancies meet the requirements of Section 1107.6 and Table 1107.6. 9. Where 4 or more apartment units, one level town homes or condos are located in one structure, all units are designed s Type B units as per ICC /ANSI 117.1 unless on a upper level without elevator service. _7r 10. Where more than 20 apartment unit, one level town homes or condos are locat d in a project, 2% but not less than one are designed as Type A units as per ICC /ANSI 117.1 11. Wheelchair spaces (and companion seat a per Section 1108.2.5) are provided in Assembly Occupancies as per Table 1108.2.2.1 12. Assistive listening systems are provided in Assembly oc�c�upancies where audible communications are integral to the use of the space._,4 / 13. Any Assembly occupancy performance area has an accessible route s per Section 1108.2.8 4 14. Any dining area in an Assembly Occupancy is fully accessible. I 15. Self service storage facilities shall provide accessible spaces as per Section 1108.3.T/k 16. Toilet and bathing facilities are accessible(unless in a private office)as per Section 1109.2 17. Unisex toilets and bathing rooms are supplied as per Section 1109.2.1. goo�� 18. Where sinks are provided, 5 %, but not less than 1 is accessible. 19. Where a kitchen or kitchenette is provided, it is accessible(unless in Type B dwelling) 20. Storage cabinets, lockers, etc. one of each type is accessible as per Section 1109.8. INTERIOR ENVIROMENT AND ENERGY CONSERVATION 1. Attic ventilation exists that is 1 /150 of the floor space or 1/300 with vapor barrier. X 2. 50% of the attic ventilation is 3 ft. above eaves. 'k 3. Crawl space ventilation complies with Section 1203.3. -� / o /�,� � ? 4. Natural ventilation (windows, doors, louvers etc.) is a minimum of 4% of floor space. 1 r- 5. Interior spaces that do not have openings directly to outside meet requirements of Section 1203.4.1. IT- 6. Bathrooms containing bathtubs, showers or spas are mechanically vented.-,A-)/A- 7. Natural or Artificial light is provided that meets the requirements of Section 1205. - A l' 8. Courts shall meet the requirements of Section 1206.3. - 9. Dwellings party walls and floors meet the requirements of Section 1207. 10. All habitable rooms shall be a minimum of 7' wide, and a minimum of 70 sq. ft. in area. 11. Dwelling units(except Section 1208.4 efficient units) have one habitable room of 120 sq. ft.24 12. All ceilings are a minimum of 7'6" with no more than 1/3 at 7'0 ". X 13. Attics and crawl spaces have access openings as per Section 1209. 14. An energy review has been submitted that meets the requirements of the International Energy conservation code. --rf EXTERIOR WALLS AND ROOFS 1. Exterior Wall Vapor retarder provided unless another approved means to avoid condensation and leakage has been provided. X 2. Water resistant barrier shown on sheathing as per Section 1402.2. x 3. Masonry veneer is flashed at bottom and has weep holes. X 4. Masonry veneer shall be mechanically attached as per Section 1405.5._ 5. Stone Veneer is anchored as per Section 1405.6. 6. Sidings shall be applied as per Section 1405. X 7. Fire separation distance for combustible veneers(siding) meet that of Table 1406.2.1.2. V 8. Balconies that protrude shall meet the requirement of Table 601 for floors 9. Metal Composite Materials(MCM) shall meet the requirements of Section 1407. 10. Roof coverings meet the requirements of Table 1505. 1. z 11. Double underla ent is provided in asphalt roofs with minimum slope of 2:12 up to and including a 4:12 slope.P 12. An ice dam membrane (one continuous sheet or two sheet cemented together) f r all asphalt roofs is provided from the roof edge to 24" inside of the " of the exterior wall.AI 13. Drip edge metal is provided along all roof edge.L .. 14. Metal roofs meet the requirements of Section 1507.4 15. Built -up roofs meet the requirements of Section 1507.10. /�j 16. Single Ply Plastic Roofing meet requirements of Section 1507.12 and 1507.13.- 17. All other roofing types meet the requirements of Section 1507._ STRUCTURAL DESIGN AND SPECIAL INSPECTIONS 1. Structural Use Group (as per Table 1604.5) T 2. Structural documents for light frame wood buildings as per chapter 23 include floor roof and live loads, g ynd snow load, basic wind speed, wind exposure, seismic design category and site class. (/ 3. All plans except as described in #1 above shall include the following: a. Floor live load including any reductions. X b. Roof live load as per Section 1607.11. X C. Roof Snow load, including the flat roof snow load, the snow exposure factor, the snow load importance factor and the thermal factor. x d. Wind design data, including basic wind speed, wind importance factor with building category, wind exposure, applicable internal pressure coefficient and the design wind pressure used for the design of components and cladding. e. Earthquake design data including seismic importance factor, seismic use group, mapped spectral response accelerations, site class, spectral response coefficients, seismic design category, basic seismic - force - resisting systems, design base shear, seismic response coefficients, response modification factors and the analy is procedure used. 4. Flood zone is identified(if in flood zone see Section 1603.1.6) - AJo- 5. Design of floor live loads in access of 50 lbs per sq. ft. also identify that signs must be posted. )o 6. Structural design calculations meeting the requirements of chapter 16 have been provided. V 7. Architectural, mechanical and electrical components meet the seismic requirements of Section 1621. X 8. Where special fabrication (usually steel) is performedloff sight, the fabricator has provided a certificate of compliance as per Section 1704.2.2. 9. Special inspections are identified for welding. 10. Special inspections are identified for high strength bolting. 11. Special insppctions are identified for concrete construction except as excluded by Section 1704.4. 12. Special inspection are identified for masonry as per Section 1704.5. 13. Special inspections are identified for fills greater than 12" deep where a load is applied. k 14. Special inspections are identified for all pier and pile foundations. � l� 15. Special inspections are identified for sprayed on fire resistance a plications.� 16. Special inspections are identified for smoke control systems. 17. Quality assurance plan for seismic resistance is provided (except for design light frame as per chapter 2308 or reinforced masonry less than 25 feet high) 18. Special inspections are provided for seismic force resisting systems. 19. Structural observations as per Section 1709 are identified for structures in Seismic Use Groups II or III. SOILS AND FOUNDATIONS 1. Allowable soil foundation bearing pressure (as per Table 1804.2). X 2. A soil investigation is required per the requirements of Section 1802.2 where questionable soils such as fill materials, organic soils, clays or questionable rock strata exist. Do any of these conditions exist? Yes No_X If yes, are the necessary soil reports provided? Ye s � 3. Grading is a minimum of 2% for concrete or asphalt surfaces or 5% for natural surfaces. 4. Information provided as per Section 1803.5 for any structural fill 5. Footings (except for 1 story category 1 buildings no bigger than 400 sq. ft.) are 36" below grade for frost protection. 6. Buildings on or adjacent to greater than 3/1 slopes meet requirements of Section 1805.3. 7. Top of foundation is a minimum of 12" above the adjacent street gutter (unless a drainage path is identified and approved by the building official). 8. Footings designed so that the allowable bearing capacity of the soil is not exceeded. 9. Foundation meets the requirements of Section 1805.5 (including tables 1805.5 _). 10. Except for Group R and U occupancies of light framed constru fin of seismic design D and less than 3 stories in hieght, concrete is a minimum of 3000 p.s.i..A- 11. Retaining walls are designed with a lateral sliding and overturning factor of safety of 1.5. 12. Foundation drainage system or water - proofing (Section 1807.3) is provided where water table warrants./ 13. Damproofing shown under slabs as per Sectiorl 18 7.2.1. N 14. Damproofing shown for foundation walls. 15. Minimum of 4" of gravel is shown under all s abs. 16. Foundation ain is installed (except in well - drained gravel areas) as per Section 1807.4.2 and 1807.4.3. 17. Piles meet requirements of Section 1808, 1809, 1810 and 1811. 18. Piers are a minimum of 2' wide and meet requirements of 1808.2.23. and 1812.�� CONCRETE and MASONRY 1. Construction documents show compressive strength of concrete, strength or grade of reinforcement and the size and location of reinforcement. X 2. Structures assigned to Seismic Design Category D contain a statement identifying if slab -on -grade is designed as a structural diaphragm. 3. Concrete exposed to freezing weather has air entrainment as per Table 1904.2.1 and meets the requirements of Section 1904.2.2 and Tables 1904.2.2(1) and 1904.2.2(2). > 4. Masonry construction documents identify size, grade, type and location of reinforcement, anchors and wall ties as per Section 2101.3. 5. Masonry fireplaces have minimum 12" thick footings that are 6" wider than masonry. 6. Masonry fireplaces have seismic reinforcement and anchors as per Section 2111. 7. Masonry fireplaces meet design requirements of Section 2111 and Table 2111.1. /- 8. Masonry chimneys shall meet requirements of Section 2113. 1. Design lies 111 lq i Pioneer Plaza BIIifldiflg Rexburg ID 83440 for FUTURES OF IDAHO, INC. ion , rego r\ 430 \\ HWY H \\ \ 21 TETON STRUCTURAL ENGINEERS, P.C. Michael D. Gregory 136 S ®v State Shelley ID 83274 -124: (208) 357m2419 Fax (208) 357-420 Voice tetoneng @ida.net December 29 2004 Project #204354 JAN 112005 /�� TETON STRUCTURAL ENGINEERS 0CT 2 5 2004 A PROFESSIONAL CORPORATION Date Project D 1J z.. p LA 2-4� Project # ZoA Designed !B 6,, Checked Sheet of 2oe!)o =/Z C Lfb-r_ AiU 6 L - . w1NO = 90 M PH Ryf =C- 1:12 <s 1r = 5• °a/5 = 11 6 PLC n> sb = SS 14' p0 T 16 - XWS F-� . 4 . L -" & s 10 c- y Ps L, M �J-A = 115L4 >,2 = 23a L-0 N &-i 0 JZ-7 1 a 0 V " (S,�1 2-) -' +-� qr = 'Z. - IL I >> = 2_0 P LF S (p �' % rA Z4 t Q-t I k0, = 20(1 � 1 0 ) - 2 ' Lo V (L _ t(s IDIZ 1 - L + ('9� °)] 13 /, — 3Z. I Q -r18 - i)aw NS p 1 136 South State Street - Shelley - Idaho - 83274 (208) 357 -2420 - www.tetonengineers.com - Fax (208) 357 -2419 � TETON STRUCTURAL ENGINEERS A PROFESSIONAL CORPORATION Date D E C 2 8 2004 Project P / � tD azrn— ? C. A. 2-- ok Project # Z � Designed Checked Sheet �'e' of 136 South State Street • Shelley • Idaho • 83274 (208) 357 -2420 • www.tetonengineers.com • Fax (208) 357 -2419 Y TETON STRUCTURAL ENGINEERS DEC Z 8 2004 A PROFESSIONAL CORPORATION Date Project 1 b ,D MZJ?_ Lt--- Z•A, Project # 2.0 4 4 Designed H, e'a Checked Sheet of SL " 1 iz TAM L = 127 - W = LS f2-4 33 to = 14-. v 2- 1 I + 6. 9-I =� Z4--o A QD W )Uvot�os M- 1 4 .i v=�71 Z -2x6 C4 L, 136 South State Street • Shelley • Idaho • 83274 (208) 357 -2420 • www.tetonengineers.com • Fax (208) 357 -2419 4x ? 17 6gal -) T STRUCTURAL ENGINEERS JAN 1 1 2005 A PROFRSSIONAL CORPORATION Date Project ? I D Q 13`w Project # 2.04 Z4 Designed P� �) Checked Sheet of S M 1 L � D V , V -2 �,Z (x-29 ��sj2� 2.9 P Sr 3� G IZ� zz tt 2, < 136 South State Street • Shelley • Idaho • 83274 (208) 357 -2420 • tetoneng( ,ida.net • Fax (208) 357 -2419 'DEC.16.20 04 10 :12RH M1 I MoIVo TRUSS 151 1.10. 64 P.. 11-0 5-8.8 11-3-7 16-9- 22.3 -6 i 27 -9 -6 53 -3 -5 38 -8-5 i 44 - -34 49 -9 -4 56 -0 -0 5.9 -8 5.6.0 5-6-D 5.6 -0 5 -6 -0 5.0.0 5 -6 -t] 5 -5 -0 5 -6.0 8.2-12 sx4 II 1 0.7a Fiff Sx8 = s a 2X10 = 10 11 Sx6 d.4 ,2 13 9x4 !I 4 6-5 -12 1?- 7-1 5 T 18 1_ 0 -3 25 -0-6 r 31 -2 -9 i 37-4-13 44-3,4 49 -9-4 58 -0 -0 6 -5 -12 6-2-4 6.2.4 6 -2.4 8-2 - 644 6-10 -7 5 -6.0 8 -2 -12 P late. Offsets (X,Y); 116:0.3.8.0.2.81, [17:0- 3.8,D -3.0] t ( p" SPACING 2.0.0 C31 DEFL In (foe) I /dell Lid PLATES GRIP TOLL 35.0 Plates Increase 1,15 TC 0,82 Vert(") -1,37 22 5436 240 MT20 1971144 (Roof SnOW -35,0) Lumber Increase 1,15 BC 0.77 Vert(TL) - 1,73 22.23 x345 180 MT20H 148/108 TCDL 8.0 Rep Stress Incr YES W5 0,97 I Horz(TQ 0,35 16 n/a n/a MT18H 1971144 BCLL 010 BCDL 8.0 Code IRC2000 /ANSI95 (Simplified) Weight; 354 to t.t MDER BRACING TOP CHORD 2 X 6 DF 2400P 2.00 TOP CHORD Sheathed Of 2 -1.2 Oc purl;ns, except end verticals. BOT CHORD 2 X 6 DF 2400F 2.0E BOT CHORD Rigid ceiling directly applied or 10 -0 -0 oc bracing, Except: WEBS 2 X 4 SPF Stud/ft *Except* 6.0 -0 00 bracing: 1 5.16. W2 2 X 4 SPF 2100F 1,85, W3 2 X 4 SPF 165OF 1.65 WEBS 1 Row at midpt 3.26,7-20 W42X4 SPF 166OF 1.5E, W12 2X 4 8151 165917 1.61; 2 Rows at 1/3 pts 2 -27, 9.19,10-17. 11 -18 W14 2 X 4 SPF 1650F 1,5E, W16 2 X 4 SPF 185OF 1,5E W1 6 2 X 4 SPF 1 B50F 1.5E, W17 2 X 4 SPF 165OF 1,5E REACTIONS (Iblslae) 27 =246410.6.8, 16 =3423/0.5.8 Max Nora 27 =101 (load Case 5) Max Upllft27 =- 229(load case 5),16-- 336(1oad case 6 Max Grav27 =311520oad case 2),18 =4727(load case ) FORCES (I5), Maximum Compression /Maximum Tanslon TOP CHORD 1 -27 =- 436!55, 1 -2 =-015, 2 -3 =- 8538/516, 3.4,- 123541750, 4.5=- 12354A80, 5 -6 =- 13346/815, 6 -7 =- 124517, 7.8 =- 10271/631, 8-9=•10271/631, 9.10 71681436, 10.11= - 2896.170, 11 -12m- 83/827, 12 -13a- 831827, 1:i- 14 -7 /0, 14 -15 =-461 R9 SOT CHORD 28.27= - 583!7945, 25.28;- 823111892, 24.29 -- 523/11982, 23 -24=!- 912113371, 22 -23 =- 894113147, 21.22 797111712, 20.21 797/11712.19.20 = - 84119397,18 -18-- 44115431, 17- 18=- 44116431, 16.17 = - 19912991,15 -16 -- 826164 WEBS 2-27=46261623,2-26m-6812089, 3.26 -- 3873/255, 3.24 = 5/974, 5.245- 1284/108, 5-23=-881136,6,23=01,145, 6. 22=•11311117, 7.22=49/1215, 7 -20=.- 21511177, 9.20 = - 79/188x., 9-19=-3143/236,10-19:!-10612416, 10.17 =- 43981310,11 -17 =- 13412840,11 -16=- 50271346,13.16= - 1347/176,13.1$ =.761973 NOTES 1) Wind; ASCE 7 -98; 90mpph; h--25ft; TCDL= 4.epsf; DCDi- =4,8psf; Category 11; Exp C; enclosed; MWFRS Interior zone; Lumber DOL =1.33 pplate grip DOL =1.33. 2) TCLL; ASCR 7.98; PF -35.0 psf (flat roof snow); Fxp C; Fully EXP.; L= 45 -0.0 3) Unbalanced snow loads Have been considered for this design. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcufrent with any other live loads. 5) All plates are MT20 plates unless otherwise indicated. B) Provide mechanical connection (by others) of truss to hearing plate Capable of withstanding 229 lb uplllt at joint 27 anc 336 lb uplift at joint 16. -LOAA CASE($) Standard 27 26 25 24 23 22 21 20 18 15 17 10 15 9x* MT26H=k Bxio wn"W9= 4x4 = 05 = 5x8 9x8 8x9 — !Na owe, 4x4 = Wo MT18H Wo= 8r.8 Wa= EC - 16.2004 - 10 :11 AM OST �`I0 . ?r4 P 1 j 1675 PEDERSON STRESS' To: l IDAHO FALLS, ID $3405 BLACKFOOT lob Vu!rbcr Phone; 528 -3309 Fax. $29 -2320 ATM DENNIS Page: ? Date: i 1 -30 -2004 - 2:35:49 °M ProjecC 31001C NO: Model: Lot No: 1 rajcct ID: Q1593 Contact: Site: Off ,= _ Deliver To; FUTURES / STRIP MALL el0counCNo: 334601957 ;alespersvn: Robin Petdngrll j Name: Mow. Quote Number. Date: Profile: Qty: Truss Id; Span: Truss Type: H ROH ! –� - - -� 6 - 0 - 0 cF -0•) 151 M1 55.0 - 0 MONO'MUSS 0.72 0- 0.0 - 0 352 lbs. each 2X4/2Xd 10 Ro s Las Brace 0.00 BID GOOD FOR 30 DAYS Solliug Pri ce: 539,709,00 � TETON STRUCTURAL ENGINEERS A PROFESSIONAL CORPORATION Project ! D 0 &nrfZ ? L -A-7 Designed M G Checked Project # z. o43 r4 Sheet of z te.A.ys a1= PAC 1 4 o` � `1 o s H &. -r}ir Ju 4 VA� Date JA 1 1 2005 LU, AA = r I I Z C r/ - 1� 1'PL�brJ�� 8 2AC,g G y Ps" M 514 9719041 N 6, I P. A aIt- a AD (Z.1 la x�n -� ►� 2 �- L -44 1Jl Y2 P BbUS Z� - Ty OF s�, qp OF D . tOP O� ti JAN 2005 136 South State Street • Shelley • Idaho • 83274 (208) 357 -2420 • www.tetonengineers.com • Fax (208) 357 -2419 m O a in m rn M O m H v w I- N U 4 w m m 0 Q o� O m 0 r N O a Ln rn c� M1 M1 O M 0 F- u W F- u Q w W J O x W m m O Q O O N 0 4' -0" MIN LAP LAP SPLICE OF TOP PLATE D DO NOT SCALE S1 DIAPHRAGM BOUNDARY (SEE NAILING SCHED., PLYWOOD PANEL CONTINUOUS PANEL JOINT SUPPORTED PANEL EDGES (SEE NAILING SCHED.) UNBLOCKED EDGE SHEAR WALL OR BUILDING EDGE INTERMEDIATE SUPPORTS (SEE NAALING SCHED.) UNBLOCKED DIAPHRAGM NAILING DIAPHRAGM BOUNDARY WALL SHEATHING 2x WOOD STUD WALL (SEE NAILING (SEE NAILING SCHED.) SCHED) ANCHOR BOLTS 2. PLYWOOD PANEL SCHEDULE) - CR.SI Manual of Standard Practice -1992 Edition CONTINUOUS PANEL JOINT 4. TREA TED SILL R �W © W TAI" PREMOLDED SUPPORTED PANEL EDGES JOINT FILLER B. DESIGN LOADS UNIFORM (PSF) 4" CONCRETE SLAB ON GRADE Zi (SEE NAILING SCHED.) R co 0 a. Snow Live Load 35 GRADE BLOCKED EDGE b. Roof Dead Load 20 2. SHEAR WALL OR a. Basic Wind Speed = 90 mph; Exposure = C; I = 1.0 BUILDING EDGE b. Seismic Use Group = I; Site Class = D, I = 1.0 C) N INTERMEDIATE SUPPORTS C. FOUNDATIONS 1. Bearing pressure taken 'as 2000 PSF for column and wall footings, based on a sandy gravel andfor (SEE NIALING SCHED.) ROOF RAFTER /TRUSS BLOCKING CUT & FITTED BETWEEN JOISTS AT PANEL OR FLOOR JOIST SIDES (TYP.) BLOCKED DIAPHRAGM NAILING DIAPHRAGM NAILING e DO NOT SCALE S1 L - Lf Lf3 Lf3 D NO NOTCHING o D d- ALLOWED ca � t" MAX Df3 NOTCHING OF ROOF OR FLOOR JOiST L L13 L13 - L13 It 2" MiN NO BOR 0 0 f 3 O --- 1 A HOLE BORING OF ROOF OR FLOOR JOIST DBL TOP iP SIZE SCHEDULE MEMBER I D I D /4ID 16 Df3 MAX cn p x' Z C) Lx4 l I %n Y8 x 4 2 231 _� 4 x _ x $ HOLES & NOTCHES iN BEAMS ARE N.D1 ALLOWED UNLESS WALL STUD OTHERWISE APPROVED iN (2) SIMPSON CS 250 WRITING BY ENGINEER STEEL STRAPS (MIN) UNOTCHING OF DOUBLE TOP PLA ALLOWABLE PENETRATIO IN e LIGHT FRAMED 2x LUMBER S1 SEE NOTES FOR REINF AROUND FTC OPENING NO PIPE THRU FTG 4" MiN. -- - - NO PIPE THRU FTC 9" CONC. FiLL CONC. FILL TO TO BE SAME BE IN PLACE IF PIPE OR DUCT INTERFERES WIDT H AS FTG, BEFORE FIG. WITH FOOTING AND PIPE OR 1S POURED DUCT CANNOT BE DROPPED, PERPENDICULAR TO F OUNDATION CONTACT THE ENGINEER 1'-6 MIN. BACK --� FILL -� TRENCH 7 6" MIN. PIPE OR i -- DUCT 7 NO EXCAV4 nON 6 BELOW THIS LINE 12 PARALLEL TO FOUNDATION ALLOWABLE TRENCHING A & UTILITY PLACEMENT DETAIL S1 BOUNDARY NA "' "" (SEE NOTES) TAPER CU T TC ROOF SLOPE NOT USED g DO NOT SCALE S1 TRUSS DESIGNED FOR 115 PLF SHEAR LOAD OR SHEATH ONE SIDE I I TOE NAIL TRUSS TO TOP PLA TE 2x DBL TOP E SIMPSON A34 FRAMING ANCHORS 0 3' -O" O.C. EA. SIDE STAGGERED SEPARATION WALL AT TRUSS 4 DO NOT SCALE S1 WOOD BEAM (SEE FRAMING PLAN) SON ECCQ COLUMN (SEE FRAMING PLAN) SECTION DO NOT SCALE S1 WALL SHEATHING 2x WOOD STUD WALL (SEE NAILING (SEE FRAMING PLAN) SCHED) ANCHOR BOLTS 2. SHEARWALL SCHEDULE) - CR.SI Manual of Standard Practice -1992 Edition 2x PRESSURE 1T (SEE 4. TREA TED SILL R �W © W TAI" PREMOLDED ANST/AF&PA National Design Specification (NDS) & Suppl. for Wood Const. - 1997 Edition JOINT FILLER B. DESIGN LOADS UNIFORM (PSF) 4" CONCRETE SLAB ON GRADE Zi (SEE PLAN FOR REINF) R co 0 a. Snow Live Load 35 GRADE Z 0 0 ALTERNATE HOOK DIRECTION U QZ Q c� Q a �- CONCRETE WALL (SEE DWG. NOTES FOR REQ D REINF.) w l",W � a EQ. L 8" L EQ. SEE PLAN SECTION 3 DO NOT SCALE S1 Q� I W1 4 - #4 VERT. DOWELS TO FTC. BELOW & #3 TIES 0 12" O.C. =TE PIER _RT: BARS 12" 0. C. CLR. SECTION "2 DO NOT SCALE S1 MANUF TRU. (TYP) SIMPSON H2. FRAMING AN (M') DBL TOP F SECTION _ 5 DO NOT SCALE S1 ANCHOR BOLT (SEE SHEAR - WALL SCHED) 2x PRESSURE TREATED SILL R �C r. o WALL SHEA THING (SEE SHEARWALL SCHE (2) 2x WOOD STUD WALL CONCRETE SLAB ON GRADE L FTG. _ J� DTH SECTION DO NOT SCALE SI DEC g 0 2004 IUI 0400420 Pioneer Village WOOD BEAM (SEE FRAMING PLAN) 'SON CCQ J COLUMN (SEE FRAMING PLAN) SECTION DO NOT SCALE S1 _R. 12 "S 1 ONCRE'E P ER GENERAL STRUCTURAL NOTES A. CODES AND SPECIFICATIONS .... 3C 1. International Building Code (IBC) - 2000 Edition cc C'3 2. ACI 318 -99 Building Code Requirements for Reinforced Concrete 3. - CR.SI Manual of Standard Practice -1992 Edition LL. 4. AlTC Timber Construction Manual - 4th Edition �W © W 5. ANST/AF&PA National Design Specification (NDS) & Suppl. for Wood Const. - 1997 Edition B. DESIGN LOADS UNIFORM (PSF) 1. Roof 0 a. Snow Live Load 35 b. Roof Dead Load 20 2. Lateral Loads a. Basic Wind Speed = 90 mph; Exposure = C; I = 1.0 b. Seismic Use Group = I; Site Class = D, I = 1.0 C) N Seismic Design Category = D C. FOUNDATIONS 1. Bearing pressure taken 'as 2000 PSF for column and wall footings, based on a sandy gravel andfor gravel (Table 1804.2, Class of Materials 14). Notify Engineer if conditions encountered are different. 2. Do not backfill foundation walls until supporting floor system is in place or until approved by the Enginee D. MATERIALS 1, 11imensionai Lumber #2 Douglas Fir Z r.: >od Stud Framing Stud Grade Douglas Fir 3, Guam Beams 24FV4 4. Laminated .Veneer Lumber (L. VI) F = 1.9E5 PSI 5. Concrete f'c - Ftgs, Walls & Bsmnt Slab 3000 Psi - Garage & Exterior Slabs 4000 PSi 6, Reinforcing Steel ASTM A615 - Grade 60 7. Structural Bolts ASTM A307 8, Anchor Bolts A36 Min. E. REINFORCED CONCRETE 1. Concrete shall be of ready mix type conforming to ASTM C94. 2. Comply with ACI 306 Cold Weather Concrete standards if the mean daily temperature is expected to drop below 40 for 3 or more successive days. Place no concrete against frozen earth. J. Conduct all compression tests according to ACI Standard Recommended Practice for Evaluation of Compression Test Results of Field Concrete (ACi 214). 4. Control joints in large areas of slab on grade shall be placed in checkerboard fashion in lengths _Q__ not to exceed 20 feet in any direction. 5. All construction joints shall be located so as not to impair the strength of the structure. Unless noted on the drawings, all reinforcement shall be continuous through the joints. Each construction joint shall be keyed. 6. No aluminum products shall be embedded in the concrete. Electrical conduit shall be placed at mid - height of the slabs and shall hove an Q.D. less than one -third the slab thickness. 7, Add 2 - #4 reinforcing bars around all openings (unless noted otherwise) and extend 30" beyond the corner of the openings. 8. Unless otherwise noted, reinforce all concrete walls as follows: rn WALL HORIZONTAL VERTICAL r SIZE REINFORCEMENT REINFORCEMENT 8" #4 0 18" o.c #4 0 18" o.c F. MASONRY VENEER v 1. Anchor System to comply to iBC 1405.5 N Z One anchor to be provided per 2.0 sq.ft of veneer (opprox 16" o.c. vert and horz) J. Anchors to be attached to wood stud wall or wood framing with a corrosion- resistant 8d common c.i o_ nail or fastener with equal or greater pullout strength. Cn G. REINFORCING STEEL w 1. All detailing, fabrication and placing of reinforcing bars shall conform to the ACi Manual of Standard Practice for Detailing Reinforced Concrete Structures (ACi 315). All reinforcement to be supported in the forms and spaced with wire or plastic bar supports. Reinforcement in footings shall be supported on precast concrete block supports conforming to the Concrete Reinforcing Steel Institute Manual of Standard Practice. 2.1 " ;ices of reinforcement at points of maximum stress shall be avoided wherever possible. Minimum Z lap for splices shall be 40 bar diameters for masonry and 30 bar diameters for concrete, V) unless otherwise noted. Z J. All continuous reinforcement shall terminate with 90 degree return or hook or separate corner bar. 4. ALI vertical reinforcement in columns and walls shall be doweled from the footing or structure below with rebor of the some size and spacing as required above. 5. Minimum concrete cover for reinforcing bars shall be as specified in Building Code Requirements for Reinforced Concrete (ACI 318). 6. Welding or tack welding of reinforcing bars is prohibited unless specifically approved by the Engineer. ca SHEAR WALLS: See Shear Wall Schedule H. GENERAL NOTES 1. Adequate shoring and bracing of al/ structural members during construction shall be provided. 2. Any proposed field changes shall have prior approval from the Engineer. 3 Contractor sholl verify all dimensions in the field. Any variation from the drawings shall be brought to the attention of the Engineer. 4. install Simpson hardware as per Manufacturers requirements. PROJEC T NO. 204,354 SHEET NO. S1 OF TWO NO TCHING & HOLE 30RING OF EX T QR BEARING WAL STUD VUL ILA /L LIILII%U WILMULI\ LX OLVGNiYG U `t - U V.G. PANELS 0 4' -0" O.C. (TYP) W12 -10D NAILS 0 16" O.C. N d 0 .... 3C CL O cc C'3 W Cn 5 W W X 0 =a: Q LL. z �W © W O �W�vi ° z q _m�at Q a 0 C) N z 0 m C3 Co _Q__ �i 00 0 . LLJ rn C\4 r W O � � O �+ W U v- w Q o W E d T ' Cl_ PROJEC T NO. 204,354 SHEET NO. S1 OF TWO NO TCHING & HOLE 30RING OF EX T QR BEARING WAL STUD VUL ILA /L LIILII%U WILMULI\ LX OLVGNiYG U `t - U V.G. PANELS 0 4' -0" O.C. (TYP) W12 -10D NAILS 0 16" O.C. n n ca ! 0 W) 1 ! co 1 J - 4A D 50' -0 M ', 50' -0 "' � n n ca ! 0 W) 1 ! co 1 J - 4A D 50' -0 50' -0 50' -0 ', 50' -0 "' � — ._— ..._._. ._.._ --- .__,_. . . . .... . ...._.__ 5 0' -0" 50'- -D # A 10 x20 CONCRETE FTG a. w st I F i E t f 3 W/ (3) #4 CON DP I I I I( ( I (( I I I ( I I I I l I I I I II I V'O"x2O" II I( �I I II I I II I I I I I I II I II CONCRETE �H CONCRETE SLAB �4OCONT FT W/ (J) ( I ON GRADE ^ II II I I II �I I I t �?1 (I � I I I I I I I� Is I I I —J L I I I L I I I I L I I I A b 14 J -4 18' -8 15 I -8 A M b 15 J -8 18' -8 A 15' -8 15 t -8" 1 &' -8 � , - 31 ' -4 18 ! -8 S t 15' -8 A 15' -B 7 0`1 � 4 } 18' -8 15' - 8" 15' -8 A 1 & ' 8 F Cy m _.._ _ . . � � �'HEDUI a. w u (1) Q 0 C} D ZCC m MARK SHEATHING NAILING - n cc r � v 1 e7 s WO ANCHOR BOL TS " LL ' CL o � - -� WALL t�Ht A i;rr1NG ' +tv 3T ?MEDtA?E NAILING: F A RA 0 16 0, C- SPACED @ 4 -0 O.C.` �3D ® i2A O C A ( (2) LAYERS die ALL PANEL EDGES � °a ANCHOR SOL T5 m ' fib COOLER NAILS ®, O. C. ( � GYPSUM BACKED W/ MIN. 2x WTH 7" MIN. EMBED. SHEATHING (EA OR FRAMINC 0 24A O.C. SPACED 0 4' 0" O.C. v A SCREWS @ 8' 0. C. (4 TOTAL) fT Gf AND ® 12 O.C. w 1NTI:RMEDIA?E __._._ .......... _ _.___ ____... __.__..___ ........... _.._.__.___ N + U1 W CS COIL STRAP (WRAP AROUND TO OTHER SIDE) \ 2x4 BLOCKING LAID FLAT (TY /L WALL SHEATHING (SEE NAILING SCHED) Cl BOUNDRY NAILING co (SEE NAILING SCHED) ROOF SHEA j� (SEE NAILING SCHED) WALL SHEATHING 2x4 STUD MANUFACTURED TRUSS CS COIL STRAP SLOT SEA THING 2x6 STUD FOR STRAP SECTION A -A WALL SHEATHING (SEE_ NAILING SCHED) rig J SECTION SIMPSON H2.5 DO NOT SCALE S2 FRAMING ANCHOR 8 EACH ROOF TRUSS 12" MIN (T) CS COIL STRAP A (WRAP AROUND. TO OTHER SIDE) �- MANUFACTURED TRUSSES BEAM (SEE FRAMING PLAN) SHEARWALL PL AN SCALE. 3132" = 1 t� t f._ 1 4" 0 _.._ _ . . � � �'HEDUI a. w u (1) Q 0 C} D ZCC m MARK SHEATHING NAILING - n cc CL e7 s WO ANCHOR BOL TS " LL ' CL MIN_ F MB�D— - -� WALL t�Ht A i;rr1NG ' +tv 3T ?MEDtA?E NAILING: F A RA 0 16 0, C- SPACED @ 4 -0 O.C.` (TY /L WALL SHEATHING (SEE NAILING SCHED) Cl BOUNDRY NAILING co (SEE NAILING SCHED) ROOF SHEA j� (SEE NAILING SCHED) WALL SHEATHING 2x4 STUD MANUFACTURED TRUSS CS COIL STRAP SLOT SEA THING 2x6 STUD FOR STRAP SECTION A -A WALL SHEATHING (SEE_ NAILING SCHED) rig J SECTION SIMPSON H2.5 DO NOT SCALE S2 FRAMING ANCHOR 8 EACH ROOF TRUSS 12" MIN (T) CS COIL STRAP A (WRAP AROUND. TO OTHER SIDE) �- MANUFACTURED TRUSSES BEAM (SEE FRAMING PLAN) SHEARWALL PL AN SCALE. 3132" = 1 t� t f._ 1 4" 4. StS C7 c.� Vn 0 e? � q d 0 _.._ _ . . � � �'HEDUI a. w u (1) Q 0 C} D ZCC m MARK SHEATHING NAILING - n cc CL e7 V I WO ANCHOR BOL TS " LL ' 4. StS C7 c.� Vn 0 e? � q d _.._ _ . . SHEAR WALL S �'HEDUI I LE MARK SHEATHING NAILING FRAMING ANCHOR BOLTS SELL PLATE' e7 V I WO ANCHOR BOL TS " 2 NOMINAL —� ' CL 4. StS C7 c.� Vn 0 e? � q d NO TES: 1, FOUNDATION SILL P SHAL I. 0E A TT ACHED AV 2'x2 "THICK PLA E WASHERS. 2, ALL EXTERIOR WALLS TO t'V / \ FOUNDATION PLAN -._.__....... ._.._.....__._ ...._._..._ -... SCAL_E_: `17'32 = 1-,O _.._ _ . . SHEAR WALL S �'HEDUI I LE MARK SHEATHING NAILING FRAMING ANCHOR BOLTS SELL PLATE' r 1ttF: NAILING: 'J W APA PA TED 8D 0 6" 0. C ALL PANEL EDGES WO ANCHOR BOL TS " 2 NOMINAL —� ' BACKED W/ M(N. 2x MIN_ F MB�D— - -� WALL t�Ht A i;rr1NG ' +tv 3T ?MEDtA?E NAILING: F A RA 0 16 0, C- SPACED @ 4 -0 O.C.` �3D ® i2A O C A ( (2) LAYERS die ALL PANEL EDGES � °a ANCHOR SOL T5 2x NOMINAL ' fib COOLER NAILS ®, O. C. ( � GYPSUM BACKED W/ MIN. 2x WTH 7" MIN. EMBED. SHEATHING (EA OR FRAMINC 0 24A O.C. SPACED 0 4' 0" O.C. v A SCREWS @ 8' 0. C. (4 TOTAL) fT Gf AND ® 12 O.C. 1NTI:RMEDIA?E __._._ .......... _ _.___ ____... __.__..___ ........... _.._.__.___ NO TES: 1, FOUNDATION SILL P SHAL I. 0E A TT ACHED AV 2'x2 "THICK PLA E WASHERS. 2, ALL EXTERIOR WALLS TO t'V / \ FOUNDATION PLAN -._.__....... ._.._.....__._ ...._._..._ -... SCAL_E_: `17'32 = 1-,O PROJEC T NO, 204.354 SHEET NO. 2 01 1.w 00 CN C) cn CN + U1 W rI . � � a C1, PROJEC T NO, 204.354 SHEET NO. 2 01 1.w