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Home My WebLink About285 W Huntington Dr - 2023 - 2023 Breeders CupDRAWN BY: JOB TITLE: DRAWING TITLE: SALES REP: LOCATION: SCALE: © 2023 - ARENA AZTEC SHAFFER, LLC - ALL RIGHTS RESERVED. Shawn SmithCornerstone Imaging LLC 2023 BREEDERS CUP ARCADIA, CA TITLE PAGE TO C NTS TITLETITLEFOCUS SHEET Part I - C O R R E C T I O N S L E T T E R R E S P O N S E FOCUS SHEET The following information applies to all structures: A)Occupany Group : A5 B)Use: Assembly SeatingC)Current Code on Plans: 2022 CBC, ICC 300 2017D)For Temporary UseE)Use dates are November 3rd & 4th of 2023 F)There is no increase in occupant load, so there are no additional accessible seating needs.G)1,700lbs Concrete Ballast will be used as a substitute for concrete anchors. Concrete Ballasts to have a max spacing of 15'. H) EOR will do field observations and will issue a letter of compliance at completion. 2023 BREEDERS CUP Santa Anita Park 285 W. Huntington Dr., Arcadia, CA 91007 STRUCTURE OCCUPANT LOAD FLOOR AREA (sqft)SCOPE OF WORK DATES OF USE VENUE #1 - SECTION A 48 Construction of Tiered Viewing Deck 11-03-2023 & 11-04-2023 11-03-2023 & 11-04-2023 11-03-2023 & 11-04-2023 11-03-2023 & 11-04-2023 11-03-2023 & 11-04-2023 11-03-2023 & 11-04-2023 11-03-2023 & 11-04-2023 Construction of Tiered Viewing Deck Construction of Tiered Viewing Deck Construction of Tiered Viewing Deck Construction of Tiered Viewing Deck Construction of Tiered Viewing Deck Construction of Tiered Viewing Deck 11-03-2023 & 11-04-2023Construction of Tiered Viewing Deck VENUE #2 - SECTION B VENUE #3 - SECTION D VENUE #4 - SECTION FH VENUE #5 - GRANDSTAND 1 VENUE #6 - GRANDSTAND 2 VENUE #7 - GRANDSTAND 3 VENUE #8 - GRANDSTAND 4 198 294 474 128 108 138 108 830 2,190 3,373 5,477 1,875 1,800 2,067 1,387 INDEX 4 Page Response Letter Part II - E N G I N E E R E V E N T L E T T E R 14 Page Event Letter Part III - V E N U E D R A W I N G S (site, floorplans) VENUE #1 - SECTION A Floor Plan V-01.1 Egress Sitemap V-01.0 V-01.2 Floor Area: 830sqft Occupancy: 48 Seats VENUE #2 - SECTION B V-02.1 V-02.0 V-02.2 Floor Plan Egress SitemapFloor Area: 2190sqft Occupancy: 198 Seats VENUE #3 - SECTION D V-03.1 V-03.0 V-03.2 Floor Plan Egress SitemapFloor Area: 3373sqft Occupancy: 294 Seats VENUE #4 - SECTION FH V-04.1 V-04.0 V-04.2 Floor Plan Egress SitemapFloor Area: 5477sqft Occupancy: 474 Seats VENUE #5 - GRANDSTAND 1 V-05.1 V-05.0 V-05.2 Floor Plan Egress SitemapFloor Area: 1875sqft Occupancy: 128 Seats VENUE #6 - GRANDSTAND 2 V-06.1 V-06.0 V-06.2 Floor Plan Egress SitemapFloor Area: 1800sqft Occupancy: 108 Seats VENUE #7 - GRANDSTAND 3 V-07.1 V-07.0 V-07.2 Floor Plan Egress SitemapFloor Area: 2067sqft Occupancy: 138 Seats VENUE #8 - GRANDSTAND 4 V-08.1 V-08.0 V-08.2 Floor Plan Egress SitemapFloor Area: 1387sqft Occupancy: 108 Seats Part IV - V E N U E D R A W I N G S (Understructure) TITLE FOCUS SHEET VENUE #1 - SECTION A VENUE #2 - SECTION B VENUE #3 - SECTION D VENUE #4 - SECTION FH VENUE #5 - GRANDSTAND 1 VENUE #6 - GRANDSTAND 2 VENUE #7 - GRANDSTAND 3 VENUE #8 - GRANDSTAND 4 Elevation Understructure S-01.1 S-01.2 Elevation Understructure S-02.1 S-02.2 Elevation Understructure S-03.1 S-03.2 Elevation Understructure S-04.1 S-04.2 Elevation Understructure S-05.1 S-05.2 Elevation Understructure S-06.1 S-06.2 Elevation Understructure S-07.1 S-07.2 Elevation Understructure S-08.1 S-08.2 Part V - D E T A I L S H E E T S SCAFFOLD FLOORING & TIE DOWNS General Scaffold 1 SD-DS-TB-001 General Scaffold 2 Deck Railing RAILING SD-DS-TB-002 SD-DS-TB-003 STAIRS Modular Stair Specs Stair Chart Stair Landings RAMPS Ramp Specs SD-DS-TB-004 SD-DS-TB-005 SD-DS-TB-006 SD-DS-TB-007 Part VI - R I N G S C A F F (Product Datasheets) 15 Page Product Data Info. HTTPS://CNRSTNIMG-MY.SHAREPOINT.COM/PERSONAL/ROB_CNRSTNIMG_ONMICROSOFT_COM/DOCUMENTS/CI-NYST/PROJECTS/SHAFFER/JOBS/SANTA ANITA PARK/2023/MISC JOB DOCS/2023 SAP PLAN SUBMITTAL CORRECTIONS-SANTA ANITA.DOCX 1 of 4 COMMERCIAL PLAN CORRECTIONS Scott Fazekas & Associates, Inc. 2 Corporate Park, Suite 206 SFA PC#: 36-23 Irvine, CA 92606 Phone: (949) 475-2901 AGENCY: Arcadia 23-175 Fax: (949) 475-2560 Check by: Peter Tang Date: 8/25/2023 285 W. Huntington Dr. Arcadia Keith Butler BUILDING ADDRESS JURISDICTION APPLICANT TEL. NO. Jeremy Lunsford (PE) Los Angeles Turf Club Inc. 626-574-6375 ARCHITECT/ENGINEER TEL. NO. OWNER TEL. NO. BEFORE APPROVAL FOR CODE COMPLIANCE OR ISSUANCE OF A BUILDING PERMIT, THE PLANS AND APPLICATION FOR THIS CONSTRUCTION REQUIRE THE INFORMATION, REVISIONS AND CORRECTIONS INDICATED BELOW. THE APPROVAL OF PLANS AND SPECIFICATIONS DOES NOT PERMIT THE VIOLATION OF ANY SECTION OF THE BUILDING CODE, OR OTHER ORDINANCE OR STATE LAW. USE OF STRUCTURE: Temporary seating bleachers TYPE: GROUP: A-5 STORY: VALUATION: AREA SQ. FT.: INSTRUCTIONS 1. Resubmittals: A. Resubmit two (2) complete sets of revised plans along with the original set(s) of plans. B. Provide a written response for each correction on this correction list. You may write directly on this list, or you may provide a separate "Response List" which addresses each correction item by item. C. Resubmit plans directly to the City of Arcadia. 2. The plan checker can be reached by telephone on the following days: Monday - Friday . 3. To access the status of your project at any time go to http://www.scottfazekasandassociates.com/status.php scroll to City name, enter project street address #, click on “Look Up”, if multiple projects at site scroll to find your Agency PC#. This site updates in real time. This project status is ONLY for Building Safety and not for any other department. CORRECTIONS 1. All separate grandstand plan sets shall be incorporated into one plan set. All plan sets are now in one complete set. 2. Fire Dept. review and approval required. Plans will be submitted to the Fire Marshal by Keith Butler. 3. Provide a cover sheet/title sheet: Provide the following information on the Title Sheet: A. Occupancy group: A5 B. Use C. Identify current code years on plans: 2022 CBC, CMC, CPC, CEC, CGBC and 2022 T-24 Energy Standards. D. Provide an index of drawings on the cover sheet of plans. E. Occupant Load F. Job Address on the plans shall match the permit application HTTPS://CNRSTNIMG-MY.SHAREPOINT.COM/PERSONAL/ROB_CNRSTNIMG_ONMICROSOFT_COM/DOCUMENTS/CI-NYST/PROJECTS/SHAFFER/JOBS/SANTA ANITA PARK/2023/MISC JOB DOCS/2023 SAP PLAN SUBMITTAL CORRECTIONS-SANTA ANITA.DOCX 2 of 4 G. Floor area of proposed work H. Scope of work description listing work to be performed. I. Clearly specify the dates the temporary seating will be used. Cover sheet with points A-I are included in the new set of plans. 4. Provide premanufacture name and approved listing number for the grandstand bleacher, seating structure or provide complete structural calculation design for all the component members and connection. Scaffold manufacture calculations are included in the plan set. 5. Provide manufacture cut sheets, specification plan sheets for each of the grandstand, bleachers, seating framing components. Scaffold cut sheets are included in the plan set. 6. Provide complete assembly connection construction detailing plans for each grandstand. Scaffold grid and floor plans are included in the plan set. 7. Provide structural calculation for the grandstand, bleachers, seating design per ICC 300-2017 section 303. Check grandstand for gravity, seismic, wind and other loads per 303.3. Addressed in the engineer’s letter. 8. Provide structural calculation, design detailing for the lateral sway bracing of the grandstand. Addressed in the engineer’s letter. 9. Provide lateral sway bracing configuration plans and elevation for both direction for each grandstand. Addressed in the engineer’s letter. 10. Clearly specify and indicate what the temporary grandstand supporting existing seating material is below, example concrete or concrete stairs/seats also on grade elevated steel etc. Provide justify they can handle the temporary grandstand bearing point loads. All scaffold flooring units will be installed on existing concrete pads and stair sets. 11. Provide structural anchorage calculation and detailing the grandstand base plate/mud sill to existing structure below to resisting lateral sliding loads. Ballasts or anchors are called out on the scaffold grid drawings./Addressed in the engineer’s letter 12. Clarify and coordinate how the 2’x2’ mudsill plate will be fully supported on the existing seating/stair (16” wide) below. The grandstand mud sill on the component elevations plans and layout plans do not show these plates bearing/supported completely on structural below. This seems to be a tipping issue at existing seating/stair bearing load locations. See drawing in the plan set for the mudsill and scaffold uprights with base jacks. 13. Provide grandstand detailing showing that aisle, steps, stairs, aisle accessing, guard rails, handrails comply with ICC 300-2017 sections 405, 406, 407, 408 and 409. See rail and stair detail sheet in the plan set. 14. Provide tread marking stripe per 406.5. Tread marking stripe is shown on the grid plan and elevation floor plan. 15. Provide number of wheelchair spaces and companion seating for the grandstand per CBC 11B-221.2.1.1 and Table 11B-221.2.1.1. NA No ADA seating is provided in these seating units. Existing facility provides for ADA seating. 16. Provide detail accessible path to each of the accessible wheelchair spaces on the plans. No ADA seating is provided in these seating units. Existing facility provides for ADA seating/accessibility. 17.SITE PLAN: Provide a complete Site Plan showing: A.Handicap Accessibility: 1. Show the handicap accessible path of travel from the handicap parking space to the grandstand accessible seating with a series of lines and arrows. Note on the path of travel: “No abrupt changes in elevation along the path of travel shown. The slope and cross-slope along the path of travel shall not exceed 5% and 2% respectively. Inspector to verify.” HTTPS://CNRSTNIMG-MY.SHAREPOINT.COM/PERSONAL/ROB_CNRSTNIMG_ONMICROSOFT_COM/DOCUMENTS/CI-NYST/PROJECTS/SHAFFER/JOBS/SANTA ANITA PARK/2023/MISC JOB DOCS/2023 SAP PLAN SUBMITTAL CORRECTIONS-SANTA ANITA.DOCX 3 of 4 2. Truncated Domes: a. If a walk crosses or adjoins a vehicular way and the walking surfaces are not separated by curbs, railings or other elements between the pedestrian areas and vehicular areas, the boundary between the areas shall be defined by a continuous detectable warning which is 36 inches wide, complying the CBC Section 11B-705 & Fig. 11B-705.1. b. Provide the detail and reference its location on the Site Plan. B. Accessible Parking: 1. Detail required accessible parking space according to the following: a. Provide a (8') access aisle on the passenger side of the vehicle. b. Show detail of the conforming curb ramp along the path of travel from the accessible parking space and public way to the entrance of the building/tenant space. d. Show the following signage: [CBC 11B-502.6] i. Accessible parking space identification on a pole or wall. ii. Painted universal accessibility symbol on the paved surface of each accessible parking stall. iii. “Van Accessible” sign on each van accessible parking stall. iv. Painted “No Parking” sign on the paved surface of the access aisle. v. A warning sign at the entrance to the parking area from the street regarding unauthorized vehicles shall not use the designated accessible parking spaces. vi. On the pole/wall sign, ADD a sign stating: “$250 minimum fine”. vii. The border of the access aisle shall be painted blue. No ADA seating is provided in these seating units. Existing facility provides for ADA seating/accessibility/path of travel. 18. Handicap Accessible Restroom: A. Show that the existing restrooms that serve the grandstand seating comply with the disabled access requirements. Provide detailing per CBC 11B-213. B. If the existing restrooms do not currently comply with the disabled access requirements, show details of proposed remodeling. C. Delineate accessible path of travel from temporary grandstand to accessible restrooms. The maximum travel distance shall not exceed 500 ft CPC 422.4. 19. All sheets of plans and cover sheet of any calculations must be wet signed (electronic is OK) and dated by person responsible for their preparation, who is licensed in California. 20. Further corrections may follow complete plans and supporting calculations are provided for plan check review. HTTPS://CNRSTNIMG-MY.SHAREPOINT.COM/PERSONAL/ROB_CNRSTNIMG_ONMICROSOFT_COM/DOCUMENTS/CI-NYST/PROJECTS/SHAFFER/JOBS/SANTA ANITA PARK/2023/MISC JOB DOCS/2023 SAP PLAN SUBMITTAL CORRECTIONS-SANTA ANITA.DOCX 4 of 4 No ADA seating is provided in these seating units. Existing facility provides for ADA seating/accessibility/path of travel, restrooms. GAINESVILLE LAKEWOOD RANCH ORLANDO ST. PETERSBURG TAMPA Passionately committed to Integrity, Quality & Service Page 1 of 2 299 Dr. Martin Luther King Jr. St. N. St. Petersburg, Florida 33701 Phone: (727) 822-4317 www.georgefyoung.com George F. Young, Inc. Turning Vision into Reality Since 1919 CIVIL & TRANSPORTATION ENGINEERING | ECOLOGY | GIS | LANDSCAPE ARCHITECTURE | PLANNING | SURVEYING | SUBSURFACE UTILITY ENGINEERING | STRUCTURAL ENGINEERING September 8, 2023 Shaffer Sports 2630 5th Ave S Irondale, AL 35210 Attention: Shawn Smith Reference: 2023 Santa Anita Park 285 W Huntington Drive Arcadia, CA 91007 Dear Mr. Smith, Shaffer Sports will be constructing temporary scaffold structures for race events to take place at Santa Anita Park in Arcadia, California. The scaffold structures will be constructed to support seating and will be constructed on concrete slab and stairs. We understand the City of Arcadia is governed by the 2020 California Building Code with a design wind speed requirement (3-sec gust) of 95 mph with Risk Category III requirement. We have been provided calculations for the tent profile: Below is a summary of design wind speed, floor design live load, and tie down anchors for each aluminum frame tent: Design wind speed: 95 mph (3-second gust), Class C Exposure (open terrain), Risk Category II, based upon a mean recurrence interval keeping with the intended use. Floor design live load: Floor design live load = 100 psf. Guards and Handrails: 200 lb point load applied in any direction at any point on the handrail or top rail and 50 lb/ft applied in any direction along the handrail or top rail. The 200 lb point load and 50 lb/ft load are not applied concurrently. Foundations: Wood mudsill areas are based on an assumed allowable bearing capacity of 2000 psf. Understructures: Understructures to be constructed in accordance with Shaffer Typical Understructure Drawings. Tie down anchors: Wind and seismic forces will be resisted with 1/2” diameter Hilti Kwik Bolt TZ2 or approved equal. Bolts shall be embedded a minimum of 2-1/2” in to 3000 psi concrete. Where wedge anchors 2023 Santa Anita Park September 8, 2023 Page 2 of 2 are not able to be installed, 2,500 lbs concrete ballast shall be used. Space all lateral resistance hold down a maximum of 20’-0” on center. Based on our review of the design criteria in the above-mentioned calculations and comparison to the 2020 California Building Code criteria, it is our opinion that the structural design criteria of the temporary scaffold structures constructed meet or exceed the requirements of the 2020 California Building Code. Note that our opinion is also based on the tent and supporting structure being constructed in accordance with the manufacturer recommendations and in accordance with the construction drawings for this project. Please let me know if there are any question or comments about this letter. Thank you, George F. Young Inc. Jeremy Lunsford, PE Vice President, Structural Engineering George F Young 299 Dr Martin Luther King Jr St N St Petersburg, FL 33701 Project 2023 Santa Anita Job Ref. 23067000ST Section Scaffold and Hold Down Calculations Sheet no./rev. 1 Calc. by JPL Date 9/7/2023 Chk'd by Date App'd by Date 2023 Santa Anita Grandstands Design Codes 2022 California Building Code Minimum Design Loads for Buildings and Other Structures, ASCE 7-16 Standard on Bleachers, Folding and Telescopic Seating, and Grandstands, ICC 300-17 Design Loads on Structures during Construction, ASCE 37-14 Gravity Design Loading 4x6 timbers Spaced 16” o.c. Timber = 3.6 plf / 1.33 ft = 2.707 psf ¾” Plywood Plywood = 2.0 psf Dead Load DL = Timber + Plywood = 4.707 psf Live Load LL = 100 psf Maximum Scaffold Bay Width W = 7 ft Maximum Scaffold Span S = 10 ft Scaffold Design 10’-0” Scaffold Truss Bearer Dead Line Load wDL = DL´S = 47.068 plf Live Line Load wLL = LL´S = 1000.000 plf Total Line Load wTL = (wDL+wLL) = 1047.068 plf Scaffold Bearer Capacity w = 470 plf OSHA Applied Factor of Safety FSOSHA = 4 Bearer Factor of Safety FSBearer = (w ´ FSOSHA)/wTL FSBearer = 1.795 Scaffold Vertical Post Dead Point Load PDL = wDL´W = 329.474 lb Live Point Load PLL = wLL´W = 7000.000 lb Total Point Load PTL = PDL+PLL = 7329.474 lb Scaffold Vertical Capacity (5’-3” Unbraced) P = 5950 lbs OSHA Applied Factor of Safety FSOSHA = 4 Bearer Factor of Safety FSBearer = (P ´ FSOSHA)/PTL FSBearer = 3.247 George F Young 299 Dr Martin Luther King Jr St N St Petersburg, FL 33701 Project 2023 Santa Anita Job Ref. 23067000ST Section Scaffold and Hold Down Calculations Sheet no./rev. 2 Calc. by JPL Date 9/7/2023 Chk'd by Date App'd by Date Seismic Design ASCE 37 references reduced mapped values for Ss and S1 based on a reduced exposure period. Structures will be constructed less than 3 months, use 20% of mapped values (ASCE 37-14: Section 6.5.2) MCER Spectral Response at short periods SS = 2.006 ´ 0.2 = 0.401 MCER Spectral Response at period of 1 s S1 = 0.726 ´ 0.2 = 0.145 Short Period Site Coefficient Fa = 1.0 ASCE 7-16 Table 11.4-1 Long Period Site Coefficient Fv = 1.7 ASCE 7-16 Table 11.4-2 Site Class adjusted MCER short period SMS = Fa´SS = 0.401 Site Class adjusted MCER long period SM1 = Fv´S1 = 0.247 Design Spectral Response at short periods SDS = (2/3)´SMS = 0.267 Design Spectral Response at long period SD1 = (2/3)´SM1 = 0.165 Coefficient of Upper Limit Cu = 1.4 Approximate Period Parameter, Ct Ct = 0.02 ASCE 7-16 Table 12.8-1 Approximate Period Parameter, x x = 0.75 ASCE 7-16 Table 12.8-2 Worst Case Height hn = 10 ft Approximate Fundamental Period Ta = Ct´(hn)x = 0.112 Fundamental Period Shall not exceed T = Cu´Ta = 0.157 Long-Period Transition TL = 8 Response Modification Coefficent R = 2.5 ASCE 37-14: Section 6.5.2 Steel Systems Not Specifically Detailed for Seismic Resistance Seismic Importance Factor Ie = 1.0 Seismic Response Coefficient Cs = (SD1)/(T´(R/Ie)) = 0.418 Cs first lower bound Cs = 0.044´SDS´Ie = 0.012 Cs second lower bound Cs = 0.5´S1/(R/Ie) = 0.029 Design Seismice Response Coefficient Cs = 0.418 Worst Case Seismic Width Wtrib = 45 ft Seismic Weight Ws = DL ´ Wtrib = 211.805 plf Seismic Base Shear V = Cs´Ws = 88.534 plf George F Young 299 Dr Martin Luther King Jr St N St Petersburg, FL 33701 Project 2023 Santa Anita Job Ref. 23067000ST Section Scaffold and Hold Down Calculations Sheet no./rev. 3 Calc. by JPL Date 9/7/2023 Chk'd by Date App'd by Date Seismic Hold Down Hold Down at Every 20’-0” Hold Down Locations S = 20 ft Load to Resist Papplied = V ´ S = 1770.686 lb Concrete Ballast Applied Seismic Shear Papplied = 1770.686 lb Coefficient of Friction c = 0.5 Required Concrete Weight Prequired = c´Papplied/0.6 = 1475.571 lb Use minimum of 1500 lb concrete ballast every 20’-0” along length of Platform Concrete Anchors Use 1/2” Hilti Kwik Bolt TZ-2 with 2-1/2” nominal embedment, 2” effective embedment, 3000 psi concrete, 6” concrete slab Concrete Failure Concrete Thickness Factor fw = 0.85 Nominal Shear Resistance Vdes = 2930 lbs Factored Shear Resistance Vfact = Vdes´fw = 2490.500 lbs Check Check = if(Vfact>Papplied,”OK”,”No Good”) Check = "OK" Steel Failure Shear Resistance Vsteel = 3600 lbs Check Check = if(Vsteel>Papplied,”OK”,”No Good”) Check = "OK" Use Hilti Kwik Bolt TZ2 w/ 2-1/2” nominal embedment, 3000 psi concrete, 6” concrete slab Wind Design See wind load calculations in Appendix A of Calculations. 10-year mean recurrence interval used based on temporary nature of structure. Basic Wind Speed V = 66.0 mph ASCE 7-16 w/ 10-year mean Recurrence Risk Category II Exposure Category C Enclosure Classification Enclosed Use worst case wind loading from Load Case 1 from wind load calculations in Appendix A Worst Case Uplift WLuplift = (7.46 psf + 4.78 psf) / 2 = 6.120 psf Worst Case Horizontal WLhoriz = 6.12 psf Wind Hold Down Hold Down at Every 20’-0” Hold Down Locations S = 20 ft Applied Uplift Puplift = WLuplift´S´Wtrib = 5508.000 lb George F Young 299 Dr Martin Luther King Jr St N St Petersburg, FL 33701 Project 2023 Santa Anita Job Ref. 23067000ST Section Scaffold and Hold Down Calculations Sheet no./rev. 4 Calc. by JPL Date 9/7/2023 Chk'd by Date App'd by Date Applied Shear Phoriz = WLhoriz´S´hn = 1224.000 lb Concrete Ballast Reliable Dead Load PDL = DL´S´Wtrib = 4236.090 lb Coefficient of Friction (Concrete – Concrete) c = 0.5 Horizontal Required Phreq = (Phoriz´0.5)/0.6 = 1020.000 lb Uplift Required Pvreq = (Puplift – PDL) = 1271.910 lb Required Concrete Ballast Preq = Ö(Phreq2 + Pvreq2) = 1630.385 lb Use minimum of 1700 lb concrete ballast every 20’-0” along length of Platform Concrete Anchors Use 1/2” Hilti Kwik Bolt TZ-2 with 2-1/2” nominal embedment, 2” effective embedment, 3000 psi concrete, 6” concrete slab Concrete Failure Concrete Thickness Factor fw = 0.85 Nominal Shear Resistance Vdes = 2930 lbs Factored Shear Resistance Vfact = Vdes´fw = 2490.500 lbs Nominal Tension Resistance Ndes = 2720 lbs Factored Tension Resistance Nfact = Ndes = 2720.000 lbs Unity Unity = (Phoriz/Vfact) + (Pvreq/Nfact) = 0.959 Check = if(Unity < 1.2, “OK”, “NO GOOD”) Check = "OK" Steel Failure Shear Resistance Vsteel = 3600 lbs Tension Resistance Nsteel = 8430 lbs Unity Unity = (Phoriz/Vsteel) + (Pvreq/Nsteel) = 0.491 Check = if(Unity < 1.2, “OK”, “NO GOOD”) Check = "OK" Use Hilti Kwik Bolt TZ2 w/ 2-1/2” nominal embedment, 3000 psi concrete, 6” concrete slab George F Young 299 Dr Martin Luther King Jr St N St Petersburg, FL 33701 Project Job Ref. Section Sheet no./rev. 1 Calc. by J Date 9/1/2023 Chk'd by Date App'd by Date WIND LOADING In accordance with ASCE7-16 Using the directional design method Tedds calculation version 2.1.10 127 ft 45 f t Plan 45 ft 7. 6 f t Elevation Building data Type of roof;Monoslope Length of building;b = 127.00 ft Width of building;d = 45.00 ft Height to eaves;H = 7.50 ft Pitch of roof;a0 = 0.1 deg Mean height;h = 7.50 ft General wind load requirements Basic wind speed;V = 66.0 mph Risk category;III Velocity pressure exponent coef (Table 26.6-1);Kd = 0.85 Ground elevation above sea level;zgl = 558 ft Ground elevation factor;Ke = exp(-0.0000362 ´ zgl/1ft) = 0.98 Exposure category (cl 26.7.3);C Enclosure classification (cl.26.12);Enclosed buildings Internal pressure coef +ve (Table 26.13-1);GCpi_p = 0.18 Internal pressure coef –ve (Table 26.13-1);GCpi_n = -0.18 Gust effect factor;Gf = 0.85 Minimum design wind loading (cl.27.4.7);pmin_r = 8 lb/ft2 Topography Topography factor not significant;Kzt = 1.0 Velocity pressure equation;q = 0.00256 ´ Kz ´ Kzt ´ Kd ´ V2 ´ 1psf/mph2; Velocity pressures table z (ft) Kz (Table 26.10-1) qz (psf) 7.50 0.85 7.90 7.58 0.85 7.90 Peak velocity pressure for internal pressure Peak velocity pressure – internal (as roof press.);qi = 7.90 psf George F Young 299 Dr Martin Luther King Jr St N St Petersburg, FL 33701 Project Job Ref. Section Sheet no./rev. 2 Calc. by J Date 9/1/2023 Chk'd by Date App'd by Date Pressures and forces Net pressure;p = q ´ Gf ´ Cpe - qi ´ GCpi; Net force;Fw = p ´ Aref; Roof load case 1 - Wind 0, GCpi 0.18, -cpe Zone Ref. height (ft) Ext pressure coefficient cpe Peak velocity pressure qp (psf) Net pressure p (psf) Area Aref (ft2) Net force Fw (kips) A (-ve) 7.50 -0.90 7.90 -7.46 476.25 -3.55 B (-ve) 7.50 -0.90 7.90 -7.46 476.25 -3.55 C (-ve) 7.50 -0.50 7.90 -4.78 952.50 -4.55 D (-ve) 7.50 -0.30 7.90 -3.43 3810.01 -13.09 Total vertical net force;Fw,v = -24.74 kips Total horizontal net force;Fw,h = -0.04 kips Walls load case 1 - Wind 0, GCpi 0.18, -cpe Zone Ref. height (ft) Ext pressure coefficient cpe Peak velocity pressure qp (psf) Net pressure p (psf) Area Aref (ft2) Net force Fw (kips) A 7.50 0.80 7.90 3.95 952.50 3.76 B 7.50 -0.50 7.90 -4.78 962.47 -4.60 C 7.50 -0.70 7.90 -6.12 339.27 -2.08 D 7.50 -0.70 7.90 -6.12 339.27 -2.08 Overall loading Projected vertical plan area of wall;Avert_w_0 = b ´ H = 952.50 ft2 Projected vertical area of roof;Avert_r_0 = b ´ d ´ tan(a0) = 9.97 ft2 Minimum overall horizontal loading;Fw,total_min = pmin_w ´ Avert_w_0 + pmin_r ´ Avert_r_0 = 15.32 kips Leeward net force;Fl = Fw,wB = -4.6 kips Windward net force;Fw = Fw,wA = 3.8 kips Overall horizontal loading;Fw,total = max(Fw - Fl + Fw,h, Fw,total_min) = 15.3 kips Roof load case 2 - Wind 0, GCpi -0.18, -0cpe Zone Ref. height (ft) Ext pressure coefficient cpe Peak velocity pressure qp (psf) Net pressure p (psf) Area Aref (ft2) Net force Fw (kips) A (+ve) 7.50 -0.18 7.90 0.21 476.25 0.10 B (+ve) 7.50 -0.18 7.90 0.21 476.25 0.10 C (+ve) 7.50 -0.18 7.90 0.21 952.50 0.20 D (+ve) 7.50 -0.18 7.90 0.21 3810.01 0.81 Total vertical net force;Fw,v = 1.22 kips Total horizontal net force;Fw,h = 0.00 kips Walls load case 2 - Wind 0, GCpi -0.18, -0cpe Zone Ref. height (ft) Ext pressure coefficient cpe Peak velocity pressure qp (psf) Net pressure p (psf) Area Aref (ft2) Net force Fw (kips) A George F Young 299 Dr Martin Luther King Jr St N St Petersburg, FL 33701 Project Job Ref. Section Sheet no./rev. 3 Calc. by J Date 9/1/2023 Chk'd by Date App'd by Date Zone Ref. height (ft) Ext pressure coefficient cpe Peak velocity pressure qp (psf) Net pressure p (psf) Area Aref (ft2) Net force Fw (kips) 7.50 0.80 7.90 6.79 952.50 6.47 B 7.50 -0.50 7.90 -1.93 962.47 -1.86 C 7.50 -0.70 7.90 -3.28 339.27 -1.11 D 7.50 -0.70 7.90 -3.28 339.27 -1.11 Overall loading Projected vertical plan area of wall;Avert_w_0 = b ´ H = 952.50 ft2 Projected vertical area of roof;Avert_r_0 = b ´ d ´ tan(a0) = 9.97 ft2 Minimum overall horizontal loading;Fw,total_min = pmin_w ´ Avert_w_0 + pmin_r ´ Avert_r_0 = 15.32 kips Leeward net force;Fl = Fw,wB = -1.9 kips Windward net force;Fw = Fw,wA = 6.5 kips Overall horizontal loading;Fw,total = max(Fw - Fl + Fw,h, Fw,total_min) = 15.3 kips Roof load case 3 - Wind 90, GCpi 0.18, -cpe Zone Ref. height (ft) Ext pressure coefficient cpe Peak velocity pressure qp (psf) Net pressure p (psf) Area Aref (ft2) Net force Fw (kips) A (-ve) 7.50 -0.90 7.90 -7.46 168.75 -1.26 B (-ve) 7.50 -0.90 7.90 -7.46 168.75 -1.26 C (-ve) 7.50 -0.50 7.90 -4.78 337.50 -1.61 D (-ve) 7.50 -0.30 7.90 -3.43 5040.01 -17.31 Total vertical net force;Fw,v = -21.44 kips Total horizontal net force;Fw,h = 0.00 kips Walls load case 3 - Wind 90, GCpi 0.18, -cpe Zone Ref. height (ft) Ext pressure coefficient cpe Peak velocity pressure qp (psf) Net pressure p (psf) Area Aref (ft2) Net force Fw (kips) A 7.58 0.80 7.90 3.95 339.30 1.34 B 7.50 -0.26 7.90 -3.16 339.27 -1.07 C 7.50 -0.70 7.90 -6.12 952.50 -5.83 D 7.50 -0.70 7.90 -6.12 962.47 -5.89 Overall loading Projected vertical plan area of wall;Avert_w_90 = d ´ (H + d ´ tan(a0) / 2) = 339.27 ft2 Projected vertical area of roof;Avert_r_90 = 0.00 ft2 Minimum overall horizontal loading;Fw,total_min = pmin_w ´ Avert_w_90 + pmin_r ´ Avert_r_90 = 5.43 kips Leeward net force;Fl = Fw,wB = -1.1 kips Windward net force;Fw = Fw,wA = 1.3 kips Overall horizontal loading;Fw,total = max(Fw - Fl + Fw,h, Fw,total_min) = 5.4 kips George F Young 299 Dr Martin Luther King Jr St N St Petersburg, FL 33701 Project Job Ref. Section Sheet no./rev. 4 Calc. by J Date 9/1/2023 Chk'd by Date App'd by Date Roof load case 4 - Wind 90, GCpi -0.18, +cpe Zone Ref. height (ft) Ext pressure coefficient cpe Peak velocity pressure qp (psf) Net pressure p (psf) Area Aref (ft2) Net force Fw (kips) A (+ve) 7.50 -0.18 7.90 0.21 168.75 0.04 B (+ve) 7.50 -0.18 7.90 0.21 168.75 0.04 C (+ve) 7.50 -0.18 7.90 0.21 337.50 0.07 D (+ve) 7.50 -0.18 7.90 0.21 5040.01 1.07 Total vertical net force;Fw,v = 1.22 kips Total horizontal net force;Fw,h = 0.00 kips Walls load case 4 - Wind 90, GCpi -0.18, +cpe Zone Ref. height (ft) Ext pressure coefficient cpe Peak velocity pressure qp (psf) Net pressure p (psf) Area Aref (ft2) Net force Fw (kips) A 7.58 0.80 7.90 6.79 339.30 2.30 B 7.50 -0.26 7.90 -0.32 339.27 -0.11 C 7.50 -0.70 7.90 -3.28 952.50 -3.12 D 7.50 -0.70 7.90 -3.28 962.47 -3.15 Overall loading Projected vertical plan area of wall;Avert_w_90 = d ´ (H + d ´ tan(a0) / 2) = 339.27 ft2 Projected vertical area of roof;Avert_r_90 = 0.00 ft2 Minimum overall horizontal loading;Fw,total_min = pmin_w ´ Avert_w_90 + pmin_r ´ Avert_r_90 = 5.43 kips Leeward net force;Fl = Fw,wB = -0.1 kips Windward net force;Fw = Fw,wA = 2.3 kips Overall horizontal loading;Fw,total = max(Fw - Fl + Fw,h, Fw,total_min) = 5.4 kips Roof load case 5 - Wind 180, GCpi 0.18, -cpe Zone Ref. height (ft) Ext pressure coefficient cpe Peak velocity pressure qp (psf) Net pressure p (psf) Area Aref (ft2) Net force Fw (kips) A (-ve) 7.50 -0.90 7.90 -7.46 476.25 -3.55 B (-ve) 7.50 -0.90 7.90 -7.46 476.25 -3.55 C (-ve) 7.50 -0.50 7.90 -4.78 952.50 -4.55 D (-ve) 7.50 -0.30 7.90 -3.43 3810.01 -13.09 Total vertical net force;Fw,v = -24.74 kips Total horizontal net force;Fw,h = -0.04 kips Walls load case 5 - Wind 180, GCpi 0.18, -cpe Zone Ref. height (ft) Ext pressure coefficient cpe Peak velocity pressure qp (psf) Net pressure p (psf) Area Aref (ft2) Net force Fw (kips) A 7.58 0.80 7.90 3.95 962.57 3.80 B 7.50 -0.50 7.90 -4.78 952.50 -4.55 George F Young 299 Dr Martin Luther King Jr St N St Petersburg, FL 33701 Project Job Ref. Section Sheet no./rev. 5 Calc. by J Date 9/1/2023 Chk'd by Date App'd by Date Zone Ref. height (ft) Ext pressure coefficient cpe Peak velocity pressure qp (psf) Net pressure p (psf) Area Aref (ft2) Net force Fw (kips) C 7.50 -0.70 7.90 -6.12 339.27 -2.08 D 7.50 -0.70 7.90 -6.12 339.27 -2.08 Overall loading Projected vertical plan area of wall;Avert_w_180 = b ´ (H + d ´ tan(a0)) = 962.47 ft2 Projected vertical area of roof;Avert_r_180 = b ´ d ´ tan(a0) = 9.97 ft2 Minimum overall horizontal loading;Fw,total_min = pmin_w ´ Avert_w_180 + pmin_r ´ Avert_r_180 = 15.48 kips Leeward net force;Fl = Fw,wB = -4.6 kips Windward net force;Fw = Fw,wA = 3.8 kips Overall horizontal loading;Fw,total = max(Fw - Fl - Fw,h, Fw,total_min) = 15.5 kips Roof load case 6 - Wind 180, GCpi -0.18, -cpe Zone Ref. height (ft) Ext pressure coefficient cpe Peak velocity pressure qp (psf) Net pressure p (psf) Area Aref (ft2) Net force Fw (kips) A (+ve) 7.50 -0.18 7.90 0.21 476.25 0.10 B (+ve) 7.50 -0.18 7.90 0.21 476.25 0.10 C (+ve) 7.50 -0.18 7.90 0.21 952.50 0.20 D (+ve) 7.50 -0.18 7.90 0.21 3810.01 0.81 Total vertical net force;Fw,v = 1.22 kips Total horizontal net force;Fw,h = 0.00 kips Walls load case 6 - Wind 180, GCpi -0.18, -cpe Zone Ref. height (ft) Ext pressure coefficient cpe Peak velocity pressure qp (psf) Net pressure p (psf) Area Aref (ft2) Net force Fw (kips) A 7.58 0.80 7.90 6.79 962.57 6.54 B 7.50 -0.50 7.90 -1.93 952.50 -1.84 C 7.50 -0.70 7.90 -3.28 339.27 -1.11 D 7.50 -0.70 7.90 -3.28 339.27 -1.11 Overall loading Projected vertical plan area of wall;Avert_w_180 = b ´ (H + d ´ tan(a0)) = 962.47 ft2 Projected vertical area of roof;Avert_r_180 = b ´ d ´ tan(a0) = 9.97 ft2 Minimum overall horizontal loading;Fw,total_min = pmin_w ´ Avert_w_180 + pmin_r ´ Avert_r_180 = 15.48 kips Leeward net force;Fl = Fw,wB = -1.8 kips Windward net force;Fw = Fw,wA = 6.5 kips Overall horizontal loading;Fw,total = max(Fw - Fl - Fw,h, Fw,total_min) = 15.5 kips George F Young 299 Dr Martin Luther King Jr St N St Petersburg, FL 33701 Project Job Ref. Section Sheet no./rev. 6 Calc. by J Date 9/1/2023 Chk'd by Date App'd by Date A B C D30 f t 7. 5 f t 3.8 ft 3.8 ft 127 ft 45 f t Wi n d - 0 o Plan view - Monoslope roof D 45 ft 7. 6 f t Side face A1 127 ft 7. 5 f t Windward face B 127 ft 7. 6 f t Leeward face A B C D 3.8 f t 3.8 f t 7.5 ft 112 ft 127 ft 45 f t Wind - 90o Plan view - Monoslope roof George F Young 299 Dr Martin Luther King Jr St N St Petersburg, FL 33701 Project Job Ref. Section Sheet no./rev. 7 Calc. by J Date 9/1/2023 Chk'd by Date App'd by Date D 127 ft 7. 6 f t Side face A1 45 ft 7. 6 f t Windward face B 45 ft 7. 6 f t Leeward face A B C D30 f t 7. 5 f t 3.7 ft 3.8 ft 127 ft 45 f t Win d - 1 8 0 o Plan view - Monoslope roof D 45 ft 7. 5 f t Side face A1 127 ft 7. 6 f t Windward face B 127 ft 7. 5 f t Leeward face George F Young 299 Dr Martin Luther King Jr St N St Petersburg, FL 33701 Project Job Ref. Section Sheet no./rev. 8 Calc. by J Date 9/1/2023 Chk'd by Date App'd by Date 7T 10T 10T 10T 10T 10T 10T 10T 40' 25'-5" 7T 40' 25 ' - 5 " SECTION A 8 BOXES / 48 VIP SEATS 01 DRAWING STATUS:REVISION HISTORY REVISION DESCRIPTIONBY:REV: DRAWN BY: JOB TITLE: DRAWING TITLE: SALES REP: LOCATION: SCALE: DRAWING SCALE IS FOR AN 11" X 17" SHEET SIZE. DATE: SHAWN SMITHCornerstone Imaging 2023 SANTA ANITA PARK ARCADIA, CA © 2023 - ARENA AZTEC SHAFFER, LLC - ALL RIGHTS RESERVED. IFC Initial drawing generationCNRA04-14-23 23SAP-01-SECTION A-REV-00 In For ConstructionCNR0008-03-23 Updated mudsills, tie-downs and notesCNR0109-06-23 SI T E M A P 1" = 20'-0" NOTES: · · COURSE LOCATION Sheet #:V-1.0 LEGEND G45 G54 45" Glass Wall 54" Glass Wall S Solid Vinyl Wall Double Door Assembly Guard Rail Run (42" typ.) Graspable Handrail Run Indicates Gable Side of Structure EXIT NS Fire Extinguisher 'No Smoking' Sign 'EXIT' sign (illuminated with Emergency Light) OL 'Occupancy Load' Sign 40' 3'- 5 " 3' 3' 3' 3' 3' 18 ' - 5 " 6'-4" 4" Drop 4" Drop 4" Drop 4" Drop 4" Drop 7T7' 6' STAIR DOWN 5' - 7 12" SECTION A 8 BOXES / 48 VIP SEATS 01 DRAWING STATUS:REVISION HISTORY REVISION DESCRIPTIONBY:REV: DRAWN BY: JOB TITLE: DRAWING TITLE: SALES REP: LOCATION: IFC SCALE: Initial drawing generationCNRA © 2023 - ARENA AZTEC SHAFFER, LLC - ALL RIGHTS RESERVED.DRAWING SCALE IS FOR AN 11" X 17" SHEET SIZE. DATE: 04-14-23 SHAWN SMITHCornerstone Imaging 2023 SANTA ANITA PARK ARCADIA, CA 23SAP-01-SECTION A-REV-00 In For ConstructionCNR0008-03-23 Updated mudsills, Tie-downs, and notesCNR0109-06-23 FL O O R P L A N 3/16" = 1'-0" NOTES: · GENERAL NOTES: ·Tread stripe on all Stairs and Stepped Aisles per 406.5 ICC 300 2017 Sheet #:V-1.1 Guard Rail Run (42" typ.) Graspable Handrail Run Chair Egress Flow 40' 3'- 5 " 3' 3' 3' 3' 3' 18 ' - 5 " 6'-4" 4" Drop 4" Drop 4" Drop 4" Drop 4" Drop 7' 6' STAIR DOWN 5' - 7 12" DRAWING SCALE IS FOR AN 11" X 17" SHEET SIZE. SCALE:DRAWING STATUS: DATE:DRAWN BY: IFC JOB TITLE: DRAWING TITLE: REP: Cornerstone Imaging SHAWN SMITH4-4-2023 REVISIONS REV#DATE BY DESCRIPTION © 2023 - ARENA AZTEC SHAFFER, LLC ALL RIGHTS RESERVED. 2023 SANTA ANITA PARK 23SAP-01-SECTION A-REV-00 08-03-23 CNR00 In For Construction 09-06-23 CNR01 Updated mudsills, tie-downs and notes SECTION A 8 BOXES / 48 VIP SEATS 01 EG R E S S 3/32" = 1'-0" GENERAL NOTES: ·Tread stripe on all Stairs and Stepped Aisles per 406.5 ICC 300 2017 Sheet #:V-1.2 7T 72' 30 ' - 5 " SECTION B 33 BOXES / 198 VIP SEATS 02 DRAWING STATUS:REVISION HISTORY REVISION DESCRIPTIONBY:REV: DRAWN BY: JOB TITLE: DRAWING TITLE: SALES REP: LOCATION: SCALE: DRAWING SCALE IS FOR AN 11" X 17" SHEET SIZE. DATE: SHAWN SMITHCornerstone Imaging 2023 SANTA ANITA PARK ARCADIA, CA 23SAP-02-SECTION B-REV-00 © 2023 - ARENA AZTEC SHAFFER, LLC - ALL RIGHTS RESERVED. IFC Initial drawing generationCNRA04-14-23 In For ConstructionCNR0008-03-23 Updated mudsills, tie-downs and notesCNR0109-06-23 SI T E M A P 1" = 20'-0" NOTES: · · COURSE LOCATION Sheet #:V-2.0 LEGEND Guard Rail Run (42" typ.) Graspable Handrail Run 3' 3' 3' 3' 3' 3' 3'- 5 " 7'-7" 4" Drop 4" Drop 4" Drop 4" Drop 4" Drop 4" Drop 4" Drop 3' 3' 3' 30 ' - 5 " 72' 4" Drop 4" Drop EXIT SECTION B 33 BOXES / 198 VIP SEATS 02 DRAWING STATUS:REVISION HISTORY REVISION DESCRIPTIONBY:REV: DRAWN BY: JOB TITLE: DRAWING TITLE: SALES REP: LOCATION: SCALE: © 2023 - ARENA AZTEC SHAFFER, LLC - ALL RIGHTS RESERVED.DRAWING SCALE IS FOR AN 11" X 17" SHEET SIZE. DATE: SHAWN SMITHCornerstone Imaging 2023 SANTA ANITA PARK ARCADIA, CA 23SAP-02-SECTION B-REV-00IFC Initial drawing generationCNRA04-14-23 In For ConstructionCNR0008-03-23 Updated mudsills, Tie-downs, and notesCNR0109-06-23 FL O O R P L A N 1/8" = 1'-0" NOTES: · GENERAL NOTES: ·Tread stripe on all Stairs and Stepped Aisles per 406.5 ICC 300 2017 Sheet #:V-2.1 Guard Rail Run (42" typ.) Graspable Handrail Run Chair Egress Flow 3' 3' 3' 3' 3' 3' 3'- 5 " 7'-7" 4" Drop 4" Drop 4" Drop 4" Drop 4" Drop 4" Drop 4" Drop 2'-1112" 3' 3' 3' 30 ' - 5 " 72' 4" Drop 4" Drop EXIT DRAWING SCALE IS FOR AN 11" X 17" SHEET SIZE. SCALE:DRAWING STATUS: DATE:DRAWN BY: IFC JOB TITLE: DRAWING TITLE: REP: Cornerstone Imaging SHAWN SMITH4-4-2023 REVISIONS REV#DATE BY DESCRIPTION © 2023 - ARENA AZTEC SHAFFER, LLC ALL RIGHTS RESERVED. 2023 SANTA ANITA PARK 23SAP-02-SECTION B-REV-00 08-03-23 CNR00 In For Construction 09-06-23 CNR01 Updated mudsills, tie-downs and notes SECTION B 33 BOXES / 198 VIP SEATS 02 EG R E S S 1/8" = 1'-0" GENERAL NOTES: ·Tread stripe on all Stairs and Stepped Aisles per 406.5 ICC 300 2017 Sheet #:V-2.2 88' 39 ' - 5 " SECTION D 49 BOXES / 290 VIP SEATS 03 DRAWING STATUS:REVISION HISTORY REVISION DESCRIPTIONBY:REV: DRAWN BY: JOB TITLE: DRAWING TITLE: SALES REP: LOCATION: SCALE: DRAWING SCALE IS FOR AN 11" X 17" SHEET SIZE. DATE: SHAWN SMITHCornerstone Imaging 2023 SANTA ANITA PARK ARCADIA, CA 23SAP-03-SECTION D-REV-00 © 2023 - ARENA AZTEC SHAFFER, LLC - ALL RIGHTS RESERVED. IFC Initial drawing generationCNRA04-14-23 In For ConstructionCNR0008-03-23 Updated mudsills, tie-downs and notesCNR0109-06-23 SI T E M A P 1" = 20'-0" NOTES: · · COURSE LOCATION Sheet #:V-3.0 LEGEND Guard Rail Run (42" typ.) Graspable Handrail Run 88' 39 ' - 5 " 72'16' 3' 3' 3' 3' 3' 3' 3' 3' 3' 3' 3' 3' 3'- 5 " 4" Drop 4" Drop 4" Drop 4" Drop 4" Drop 4" Drop 4" Drop 4" Drop 4" Drop 4" Drop 4" Drop 4" Drop 7'-1114" EXIT SECTION D 49 BOXES / 290 VIP SEATS 03 DRAWING STATUS:REVISION HISTORY REVISION DESCRIPTIONBY:REV: DRAWN BY: JOB TITLE: DRAWING TITLE: SALES REP: LOCATION: SCALE: © 2023 - ARENA AZTEC SHAFFER, LLC - ALL RIGHTS RESERVED.DRAWING SCALE IS FOR AN 11" X 17" SHEET SIZE. DATE: SHAWN SMITHCornerstone Imaging 2023 SANTA ANITA PARK ARCADIA, CA 23SAP-03-SECTION D-REV-00IFC Initial drawing generationCNRA04-14-23 In For ConstructionCNR0008-03-23 Updated mudsills, Tie-downs, and notesCNR0109-06-23 FL O O R P L A N 1/8" = 1'-0" NOTES: · GENERAL NOTES: ·Tread stripe on all Stairs and Stepped Aisles per 406.5 ICC 300 2017 Sheet #:V-3.1 Guard Rail Run (42" typ.) Graspable Handrail Run Chair Egress Flow 88' 39 ' - 5 " 72'16' 3' 3' 3' 3' 3' 3' 3' 3' 3' 3' 3' 3' 3' - 5 " 4" Drop 4" Drop 4" Drop 4" Drop 4" Drop 4" Drop 4" Drop 4" Drop 4" Drop 4" Drop 4" Drop 4" Drop 7'-1114" EXIT DRAWING SCALE IS FOR AN 11" X 17" SHEET SIZE. SCALE:DRAWING STATUS: DATE:DRAWN BY: IFC JOB TITLE: DRAWING TITLE: REP: Cornerstone Imaging SHAWN SMITH4-4-2023 REVISIONS REV#DATE BY DESCRIPTION © 2023 - ARENA AZTEC SHAFFER, LLC ALL RIGHTS RESERVED. 2023 SANTA ANITA PARK 23SAP-01-SECTION A-REV-00 08-03-23 CNR00 In For Construction 09-06-23 CNR01 Updated mudsills, tie-downs and notes SECTION D 49 BOXES / 290 VIP SEATS 03 EG R E S S - L 1 3/32" = 1'-0" GENERAL NOTES: ·Tread stripe on all Stairs and Stepped Aisles per 406.5 ICC 300 2017 Sheet #:V-3.2 10T 128' 45 ' - 5 " SECTION F AND H 79 BOXES / 474 VIP SEATS 04 DRAWING STATUS:REVISION HISTORY REVISION DESCRIPTIONBY:REV: DRAWN BY: JOB TITLE: DRAWING TITLE: SALES REP: LOCATION: SCALE: DRAWING SCALE IS FOR AN 11" X 17" SHEET SIZE. DATE: SHAWN SMITHCornerstone Imaging 2023 SANTA ANITA PARK ARCADIA, CA 23SAP-04-SECTION FH-REV-00 © 2023 - ARENA AZTEC SHAFFER, LLC - ALL RIGHTS RESERVED. Updated mudsills, tie-downs and notesCNR0109-06-23 Initial drawing generationCNRA04-14-23 In For ConstructionCNR0008-03-23 SI T E M A P 1" = 20'-0" NOTES: · · COURSE LOCATION Sheet #:V-4.0 LEGEND Guard Rail Run (42" typ.) Graspable Handrail Run 128' 45 ' - 5 " 72'56' 3' 3' - 5 " 3' 3' 3' 3' 3' 3' 3' 3' 3' 3' 3' 3' 3' 4" Drop 4" Drop 4" Drop 4" Drop 4" Drop 4" Drop 4" Drop 4" Drop 4" Drop 4" Drop 4" Drop 4" Drop 4" Drop 4" Drop 7'-1114" EXIT 7'-111 4" EXIT SECTION F AND H 79 BOXES / 474 VIP SEATS 04 DRAWING STATUS:REVISION HISTORY REVISION DESCRIPTIONBY:REV: DRAWN BY: JOB TITLE: DRAWING TITLE: SALES REP: LOCATION: SCALE: © 2023 - ARENA AZTEC SHAFFER, LLC - ALL RIGHTS RESERVED.DRAWING SCALE IS FOR AN 11" X 17" SHEET SIZE. DATE: SHAWN SMITHCornerstone Imaging 2023 SANTA ANITA PARK ARCADIA, CA 23SAP-04-SECTION F AND H-REV-00IFC Initial drawing generationCNRA04-14-23 In For ConstructionCNR0008-03-23 Updated mudsills, Tie-downs, and notesCNR0109-06-23 FL O O R P L A N 1' = 10'-0" NOTES: · GENERAL NOTES: ·Tread stripe on all Stairs and Stepped Aisles per 406.5 ICC 300 2017 Sheet #:V-4.1 Guard Rail Run (42" typ.) Graspable Handrail Run Chair Egress Flow 128' 45 ' - 5 " 72'56' 3' 3' - 5 " 3' 3' 3' 3' 3' 3' 3' 3' 3' 3' 3' 3' 3' 4" Drop 4" Drop 4" Drop 4" Drop 4" Drop 4" Drop 4" Drop 4" Drop 4" Drop 4" Drop 4" Drop 4" Drop 4" Drop 4" Drop 7'-1114" EXIT 7'-111 4" EXIT DRAWING SCALE IS FOR AN 11" X 17" SHEET SIZE. SCALE:DRAWING STATUS: DATE:DRAWN BY: IFC JOB TITLE: DRAWING TITLE: REP: Cornerstone Imaging SHAWN SMITH4-4-2023 REVISIONS REV#DATE BY DESCRIPTION © 2023 - ARENA AZTEC SHAFFER, LLC ALL RIGHTS RESERVED. 2023 WGC DELL TECHNOLOGIES MATCH PLAY 23SAP-04-SECTION F AND H-REV-00 08-03-23 CNR00 In For Construction 09-06-23 CNR01 Updated mudsills, tie-downs and notes SECTION F AND H 79 BOXES / 474 VIP SEATS 04 EG R E S S 1' = 10'-0" GENERAL NOTES: ·Tread stripe on all Stairs and Stepped Aisles per 406.5 ICC 300 2017 Sheet #:V-4.2 10T 10T 10T 31 ' - 5 " 73' GRANDSTAND 1 20 (6 SEAT) BOXES / 120 VIP SEATS 2 (4 SEAT) BOXES / 8 VIP SEATS 05 DRAWING STATUS:REVISION HISTORY REVISION DESCRIPTIONBY:REV: DRAWN BY: JOB TITLE: DRAWING TITLE: SALES REP: LOCATION: SCALE: DRAWING SCALE IS FOR AN 11" X 17" SHEET SIZE. DATE: SHAWN SMITHCornerstone Imaging 2023 SANTA ANITA PARK ARCADIA, CA 23SAP-05-SECTION GS 1-REV-00 © 2023 - ARENA AZTEC SHAFFER, LLC - ALL RIGHTS RESERVED. IFC Initial drawing generationCNRA04-14-23 In For ConstructionCNR0008-03-23 Updated mudsills, tie-downs and notesCNR0109-06-23 SI T E M A P 1" = 20'-0" NOTES: · · COURSE LOCATION Sheet #:V-5.0 LEGEND Guard Rail Run (42" typ.) Graspable Handrail Run 3' 3'- 5 " 9'- 5 " 16'8'6'33'4'6' 73' 3' 3' 3' 3' 3' 6' - 5 " 21 ' - 5 " 3' 3'- 5 " 6' - 5 " 4" Rise 4" Rise 3' 3' 3' 3' 3' 3'- 5 " 15 ' - 5 " 10T 10T 6' 7' 6' 7' 4" Drop 4" Drop 4" Drop 4" Drop 4" Drop 5' EXIT EXIT EXITEXIT 5'- 7 12" 5'- 7 12" GRANDSTAND 1 20 (6 SEAT) BOXES / 120 VIP SEATS 2 (4 SEAT) BOXES / 8 VIP SEATS 05 DRAWING STATUS:REVISION HISTORY REVISION DESCRIPTIONBY:REV: DRAWN BY: JOB TITLE: DRAWING TITLE: SALES REP: LOCATION: SCALE: © 2023 - ARENA AZTEC SHAFFER, LLC - ALL RIGHTS RESERVED.DRAWING SCALE IS FOR AN 11" X 17" SHEET SIZE. DATE: SHAWN SMITHCornerstone Imaging 2023 SANTA ANITA PARK ARCADIA, CA 23SAP-05-SECTION GS 1-REV-00IFC Initial drawing generationCNRA04-14-23 In For ConstructionCNR0008-03-23 Updated mudsills, Tie-downs, and notesCNR0109-06-23 FL O O R P L A N 1/8" = 1'-0" NOTES: · GENERAL NOTES: ·Tread stripe on all Stairs and Stepped Aisles per 406.5 ICC 300 2017 Sheet #:V-5.1 Guard Rail Run (42" typ.) Graspable Handrail Run Chair Egress Flow 4'-134" 3' 3' - 5 " 9' - 5 " 16'8'6'33'4'6' 73' 3' 3' 3' 3' 3' 6'- 5 " 21 ' - 5 " 3' 3' - 5 " 6'- 5 " 4" Rise 4" Rise 3' 3' 3' 3' 3' 3' - 5 " 15 ' - 5 " 6' 7' 6' 7' 4" Drop 4" Drop 4" Drop 4" Drop 4" Drop 5' EXIT EXIT EXITEXIT 5' - 7 12" 5' - 7 12" DRAWING SCALE IS FOR AN 11" X 17" SHEET SIZE. SCALE:DRAWING STATUS: DATE:DRAWN BY: IFC JOB TITLE: DRAWING TITLE: REP: Cornerstone Imaging SHAWN SMITH4-4-2023 REVISIONS REV#DATE BY DESCRIPTION © 2023 - ARENA AZTEC SHAFFER, LLC ALL RIGHTS RESERVED. 2023 SANTA ANITA PARK 23SAP-05-SECTION GS 1-REV-00 08-03-23 CNR00 In For Construction 09-06-23 CNR01 Updated mudsills, tie-downs and notes GRANDSTAND 1 20 (6 SEAT) BOXES / 120 VIP SEATS 2 (4 SEAT) BOXES / 8 VIP SEATS 05 EG R E S S 1/8" = 1'-0" GENERAL NOTES: ·Tread stripe on all Stairs and Stepped Aisles per 406.5 ICC 300 2017 Sheet #:V-5.2 10T 10T 10T 10T 64' 31 ' - 5 " GRANDSTAND 2 18 (6 SEAT) BOXES / 108 VIP SEATS 06 DRAWING STATUS:REVISION HISTORY REVISION DESCRIPTIONBY:REV: DRAWN BY: JOB TITLE: DRAWING TITLE: SALES REP: LOCATION: SCALE: DRAWING SCALE IS FOR AN 11" X 17" SHEET SIZE. DATE: SHAWN SMITHCornerstone Imaging 2023 SANTA ANITA PARK ARCADIA, CA 23SAP-06-SECTION GS 2-REV-00 © 2023 - ARENA AZTEC SHAFFER, LLC - ALL RIGHTS RESERVED. IFC Initial drawing generationCNRA04-14-23 In For ConstructionCNR0008-03-23 Updated mudsills, tie-downs and notesCNR0109-06-23 SI T E M A P 1" = 20'-0" NOTES: · · COURSE LOCATION Sheet #:V-6.0 LEGEND Guard Rail Run (42" typ.) Graspable Handrail Run 3' 3' 3' 3' 3' 3' 3' 3'- 5 " 24 ' - 5 " 9'7' 5' 1'1' 32'9'7' 5' 1'1' 64' 4" Drop 4" Drop 4" Drop 4" Drop 4" Drop 4" Drop 4" Drop 10T 10T 9' 7' 9' 7' 5'- 7 1 2" 5'- 7 1 2" EXITEXIT EXIT EXIT GRANDSTAND 2 18 (6 SEAT) BOXES / 108 VIP SEATS 06 DRAWING STATUS:REVISION HISTORY REVISION DESCRIPTIONBY:REV: DRAWN BY: JOB TITLE: DRAWING TITLE: SALES REP: LOCATION: SCALE: © 2021 - ARENA AZTEC SHAFFER, LLC - ALL RIGHTS RESERVED.DRAWING SCALE IS FOR AN 11" X 17" SHEET SIZE. DATE: SHAWN SMITHCornerstone Imaging 2023 SANTA ANITA PARK ARCADIA, CA 23SAP-06-SECTION GS 2-REV-00IFC Initial drawing generationCNRA04-14-23 In For ConstructionCNR0008-03-23 Updated mudsills, Tie-downs, and notesCNR0109-06-23 FL O O R P L A N 1/8" = 1'-0" NOTES: · GENERAL NOTES: ·Tread stripe on all Stairs and Stepped Aisles per 406.5 ICC 300 2017 Sheet #:V-6.1 Guard Rail Run (42" typ.) Graspable Handrail Run Chair Egress Flow 3' 3' 3' 3' 3' 3' 3' 3' - 5 " 24 ' - 5 " 9'7' 5' 1'1' 32'9'7' 5' 1'1' 64' 4" Drop 4" Drop 4" Drop 4" Drop 4" Drop 4" Drop 4" Drop 9' 7' 9' 7' 5' - 7 12" 5' - 7 12" EXITEXIT EXIT EXIT DRAWING SCALE IS FOR AN 11" X 17" SHEET SIZE. SCALE:DRAWING STATUS: DATE:DRAWN BY: IFC JOB TITLE: DRAWING TITLE: REP: Cornerstone Imaging SHAWN SMITH4-4-2023 REVISIONS REV#DATE BY DESCRIPTION © 2023 - ARENA AZTEC SHAFFER, LLC ALL RIGHTS RESERVED. 2023 SANTA ANITA PARK 23SAP-06-SECTION GS 2-REV-00 08-03-23 CNR00 In For Construction 09-06-23 CNR01 Updated mudsills, tie-downs and notes GRANDSTAND 2 18 (6 SEAT) BOXES / 108 VIP SEATS 06 EG R E S S 1/8" = 1'-0" GENERAL NOTES: ·Tread stripe on all Stairs and Stepped Aisles per 406.5 ICC 300 2017 Sheet #:V-6.2 10T 10T 10T 10T 39' 36' 31 ' - 5 " 31 ' - 5 " GRANDSTAND 3 21 (6 SEAT) BOXES / 126 VIP SEATS 3 (4 SEAT) BOXES / 12 SEATS 07 DRAWING STATUS:REVISION HISTORY REVISION DESCRIPTIONBY:REV: DRAWN BY: JOB TITLE: DRAWING TITLE: SALES REP: LOCATION: SCALE: DRAWING SCALE IS FOR AN 11" X 17" SHEET SIZE. DATE: SHAWN SMITHCornerstone Imaging 2023 SANTA ANITA PARK ARCADIA, CA 23SAP-07-SECTION GS 3-REV-00 © 2023 - ARENA AZTEC SHAFFER, LLC - ALL RIGHTS RESERVED. IFC Initial drawing generationCNRA04-14-23 In For ConstructionCNR0008-03-23 Updated mudsills, tie-downs and notesCNR0109-06-23 SI T E M A P 1" = 20'-0" NOTES: · · COURSE LOCATION Sheet #:V-7.0 LEGEND Guard Rail Run (42" typ.) Graspable Handrail Run 10T 3' 3' 3' 3' 3' 3' 3' 3'- 5 " 24 ' - 5 " 16'6'17' 39' 5' 6"6" 8' 7' 3' 3' 3' 3' 3' 3' 3' 3'- 5 " 24 ' - 5 " 8'6' 21' 35' 5'6" 6" 8' 7' 10T 4" Drop 4" Drop 4" Drop 4" Drop 4" Drop 4" Drop 4" Drop 4" Drop 4" Drop 4" Drop 4" Drop 4" Drop 4" Drop 4" Drop 5'- 7 1 2" 5'- 7 12" EXIT EXIT EXIT EXIT GRANDSTAND 3 21 (6 SEAT) BOXES / 126 VIP SEATS 3 (4 SEAT) BOXES / 12 SEATS 07 DRAWING STATUS:REVISION HISTORY REVISION DESCRIPTIONBY:REV: DRAWN BY: JOB TITLE: DRAWING TITLE: SALES REP: LOCATION: SCALE: © 2023 - ARENA AZTEC SHAFFER, LLC - ALL RIGHTS RESERVED.DRAWING SCALE IS FOR AN 11" X 17" SHEET SIZE. DATE: SHAWN SMITHCornerstone Imaging 2023 SANTA ANITA PARK ARCADIA, CA 23SAP-07-SECTION GS 3-REV-00IFC Initial drawing generationCNRA04-14-23 In For ConstructionCNR0008-03-23 Updated mudsills, Tie-downs, and notesCNR0109-06-23 FL O O R P L A N 1/8" = 1'-0" NOTES: · GENERAL NOTES: ·Tread stripe on all Stairs and Stepped Aisles per 406.5 ICC 300 2017 Sheet #:V-7.1 Guard Rail Run (42" typ.) Graspable Handrail Run Chair Egress Flow 3' 3' 3' 3' 3' 3' 3' 3'- 5 " 24 ' - 5 " 16'6'17' 39' 5' 6"6" 8' 7' 3' 3' 3' 3' 3' 3' 3' 3'- 5 " 24 ' - 5 " 8'6' 21' 35' 5'6" 6" 8' 7' 4" Drop 4" Drop 4" Drop 4" Drop 4" Drop 4" Drop 4" Drop 4" Drop 4" Drop 4" Drop 4" Drop 4" Drop 4" Drop 4" Drop 5'- 7 12" 5'- 7 1 2" EXIT EXIT EXIT EXIT DRAWING SCALE IS FOR AN 11" X 17" SHEET SIZE. SCALE:DRAWING STATUS: DATE:DRAWN BY: IFC JOB TITLE: DRAWING TITLE: REP: Cornerstone Imaging SHAWN SMITH4-4-2023 REVISIONS REV#DATE BY DESCRIPTION © 2023 - ARENA AZTEC SHAFFER, LLC ALL RIGHTS RESERVED. 2023 SANTA ANITA PARK 23SAP-07-SECTION GS 3-REV-00 08-03-23 CNR00 In For Construction 09-06-23 CNR01 Updated mudsills, tie-downs and notes GRANDSTAND 3 21 (6 SEAT) BOXES / 126 VIP SEATS 3 (4 SEAT) BOXES / 12 SEATS 07 EG R E S S 1/8" = 1'-0" GENERAL NOTES: ·Tread stripe on all Stairs and Stepped Aisles per 406.5 ICC 300 2017 Sheet #:V-7.2 10T 10T 10T 52' 31 ' - 5 " GRANDSTAND 4 18 (6 SEAT) BOXES / 108 VIP SEATS 08 DRAWING STATUS:REVISION HISTORY REVISION DESCRIPTIONBY:REV: DRAWN BY: JOB TITLE: DRAWING TITLE: SALES REP: LOCATION: SCALE: DRAWING SCALE IS FOR AN 11" X 17" SHEET SIZE. DATE: SHAWN SMITHCornerstone Imaging 2023 SANTA ANITA PARK ARCADIA, CA 23SAP-08-SECTION GS 4-REV-00 © 2023 - ARENA AZTEC SHAFFER, LLC - ALL RIGHTS RESERVED. IFC Initial drawing generationCNRA04-14-23 In For ConstructionCNR0008-03-23 Updated mudsills, tie-downs and notesCNR0109-06-23 SI T E M A P 1" = 20'-0" NOTES: · · COURSE LOCATION Sheet #:V-8.0 LEGEND Guard Rail Run (42" typ.) Graspable Handrail Run 10T 3' 3' 3' 3' 3' 3' 3' 3' - 5 " 24 ' - 5 " 23'6'23' 52' 8' 7' 5' 6"6" 4" Drop 4" Drop 4" Drop 4" Drop 4" Drop 4" Drop 4" Drop 5' - 7 12" EXIT EXIT GRANDSTAND 4 18 (6 SEAT) BOXES / 108 VIP SEATS 08 DRAWING STATUS:REVISION HISTORY REVISION DESCRIPTIONBY:REV: DRAWN BY: JOB TITLE: DRAWING TITLE: SALES REP: LOCATION: SCALE: © 2023 - ARENA AZTEC SHAFFER, LLC - ALL RIGHTS RESERVED.DRAWING SCALE IS FOR AN 11" X 17" SHEET SIZE. DATE: SHAWN SMITHCornerstone Imaging 2023 SANTA ANITA PARK ARCADIA, CA 23SAP-08-SECTION GS 4-REV-00IFC Initial drawing generationCNRA04-14-23 In For ConstructionCNR0008-03-23 Updated mudsills, Tie-downs, and notesCNR0109-06-23 FL O O R P L A N 1/8" = 1'-0" NOTES: · GENERAL NOTES: ·Tread stripe on all Stairs and Stepped Aisles per 406.5 ICC 300 2017 Sheet #:V-8.1 Guard Rail Run (42" typ.) Graspable Handrail Run Chair Egress Flow 3' 3' 3' 3' 3' 3' 3' 3'- 5 " 24 ' - 5 " 23'6'23' 52' 8' 7' 5' 6"6" 4" Drop 4" Drop 4" Drop 4" Drop 4" Drop 4" Drop 4" Drop 5'- 7 1 2" EXIT EXIT DRAWING SCALE IS FOR AN 11" X 17" SHEET SIZE. SCALE:DRAWING STATUS: DATE:DRAWN BY: IFC JOB TITLE: DRAWING TITLE: REP: Cornerstone Imaging SHAWN SMITH4-4-2023 REVISIONS REV#DATE BY DESCRIPTION © 2023 - ARENA AZTEC SHAFFER, LLC ALL RIGHTS RESERVED. 2023 SANTA ANITA PARK 23SAP-08-SECTION GS 4-REV-00 08-03-23 CNR00 In For Construction 09-06-23 CNR01 Updated mudsills, tie-downs and notes GRANDSTAND 4 18 (6 SEAT) BOXES / 108 VIP SEATS 08 EG R E S S 1/8" = 1'-0" GENERAL NOTES: ·Tread stripe on all Stairs and Stepped Aisles per 406.5 ICC 300 2017 Sheet #:V-8.2 SIZEPart #: Mudsills SCF-MUDS-223SCF-MUDS-1175 2' 2' top Scaffold Horizontals SCF-H-060 5' (60") 060 SCF-H-120 10' (120") 120 SCAFFOLD VERTICAL SCF-HT-084 7' (84") Truss T084 T084 SCF-HT-072 6' (72") TRUSS T072 T072 SCF-H-108 9' (108")108 108 120 060 1' 1' top 10'10'10' 39' 6' 6' 6' 5'5' 18 ' T072 T0 7 2 120120 120120 120120 120120 T072 T0 7 2 T072 T0 7 2 120120 120120 T072 T0 7 2 T072 T0 7 2 120120 120120 T072 T0 7 2 120120 T072 T0 7 2 T072 T0 7 2 T072 T0 7 2 MUDSILL FOUNDATIONS UNDER ALL SCAFFOLD LEGS TO BE 'F1', UNLESS NOTED OTHERWISE 8" Drop 8" Drop 9' 7' T072 T0 7 2 T072 T0 7 2 108108 108108 120120 T072 T0 7 2 120120 T072 T0 7 2 108108 108108 T072 T0 7 2 T072 T0 7 2 060060 T084 T0 8 4 060060 T084 T0 8 4 060060 STAIR CONNECTION 'SAMPLE STAIR ASSEMBLY' DETAILS page SD-DS-TB-004 TIMBER DIRECTION Partical Equip. Takeoff PART NUMBER Count SCF-H-060 6 SCF-H-108 10 SCF-H-120 19 SCF-HT-072 15 SCF-HT-084 2 SCF-Base Jack 23 SCF-V-Starter 15 SCF-H-072 11 SCF-H-084 4 SCF-V-R1 3 SCF-V-R2 3 SCF-V-R3 14 SCF-Rosette Clamp 17 SCF-MUDS-223 14 SCF-MUDS-1175 9 DRAWING SCALE IS FOR AN 11" X 17" SHEET SIZE. SCALE:DRAWING STATUS: DATE:DRAWN BY: IFC JOB TITLE: DRAWING TITLE: REP: Cornerstone Imaging SHAWN SMITH4-4-2023 REVISIONS REV# DATE BY DESCRIPTION © 2023 - ARENA AZTEC SHAFFER, LLC ALL RIGHTS RESERVED. 2023 SANTA ANITA PARK 23SAP-01-SECTION A-REV-00 08-03-23 CNR00 In For Construction 09-06-23 CNR01 Updated mudsills, tie-downs and notes SECTION A 8 BOXES / 48 VIP SEATS 01 UN D E R S T R U C T U R E 3/32" = 1'-0" Sheet #:S-1.1 INDICATES A 21" DIAMETER HILTI KWIK BOLT TZ2 (or approved equal) CONCRETE ANCHOR. ANCHORS TO BE PLACED AT EACH END OF THE STRUCTURE AND EQUALLY SPACED ALONG THE LENGTH OF THE STRUCTURE WITH A MAXIMUM SPACING OF 20'. IN AREAS WHERE THE CONCRETE ANCHOR CANNOT BE USED, A 1,700lbs CONCRETE BALLAST CAN BE USED AS A SUBSTITUTE FOR THE ANCHOR. CONCRETE BALLASTS TO HAVE A MAX SPACING OF 15'. SIZEPart #: Mudsills SCF-MUDS-223SCF-MUDS-1175 2' 2' top Scaffold Horizontals SCF-H-060 5' (60") 060 SCF-H-120 10' (120") 120 SCAFFOLD VERTICAL SCF-HT-084 7' (84") Truss T084 T084 SCF-HT-072 6' (72") TRUSS T072 T072 SCF-H-108 9' (108")108 108 120 060 1' 1' top R3 R3 R2 R2 SC SC 072 072 T072 T072 T072 T072 T072 T072 5'- 8 " 6'6' R1 R1 SC SC SC SC 6' R3 R3 072 072 T072 T072 T072 T072 T072 T072 5' - 7 14" 6'6'6' R3 R3 SC SC R3 R3 SC SC R3 R3 SC SC 072 072 072 072 072 072 4" 3' 4" 3' 4" 3' 4" 3' 4" 3' 3'-5" 4" 3' 4" 3' 4" 3' 4" 3' 4" 3' 3'-5" DRAWING SCALE IS FOR AN 11" X 17" SHEET SIZE. SCALE:DRAWING STATUS: DATE:DRAWN BY: IFC JOB TITLE: DRAWING TITLE: REP: Cornerstone Imaging SHAWN SMITH4-4-2023 REVISIONS REV# DATE BY DESCRIPTION © 2023 - ARENA AZTEC SHAFFER, LLC ALL RIGHTS RESERVED. 2023 SANTA ANITA PARK 23SAP-01-SECTION A-REV-00 08-03-23 CNR00 In For Construction 09-06-23 CNR01 Updated mudsills, tie-downs and notes SECTION A 8 BOXES / 48 VIP SEATS 01 UN D E R S T R U C T U R E 1/4" = 1'-0" Sheet #:S-1.2 SIZEPart #: MudsillsScaffold Horizontals SCF-H-084 7' (84") 084 SCF-H-120 10' (120") 120 SCAFFOLD VERTICAL SCF-H-048 4' (48")048 048 SCF-HT-072 6' (72") TRUSS T072 T072 084 120 SCF-MUDS-223SCF-MUDS-1175 2' 2' top1' 1' top 6' 6' 6' 120120 120120120120 120120120120 T072 T0 7 2 120120 120120 T072 T0 7 2 120120 120120 T072 T0 7 2 T072 T0 7 2 120120 120120 T072 T0 7 2 T072 T0 7 2 T072 T0 7 2 T072 T0 7 2 T072 T0 7 2 120120 120120 T072 T0 7 2 120120 120120 T072 T0 7 2 T072 T0 7 2 120120 120120120120 T072 T0 7 2 T072 T0 7 2 T072 T0 7 2 T072 T0 7 2 120120120120 T072 T0 7 2 T072 T0 7 2 MUDSILL FOUNDATIONS UNDER ALL SCAFFOLD LEGS TO BE 'F1', UNLESS NOTED OTHERWISE 8" DROP 8" DROP 8" DROP 10' 6' 6' 30 ' 10'10'10'10'10'7'4' 71' T072 T0 7 2 120120 T072 T0 7 2 120120 T072 T0 7 2 120120 120120 T072 T0 7 2 120120 120120 T072 T0 7 2 T072 T0 7 2 T072 T0 7 2 T072 T0 7 2 T072 T0 7 2 120120 T072 T0 7 2 120120 120120 T072 T0 7 2 120120 120120 120120 120120 T072 T0 7 2 T072 T0 7 2 T072 T0 7 2 T072 T0 7 2 T072 T0 7 2 T072 T0 7 2 T072 T0 7 2 048048084084 048048084084 048048084084 T072 T0 7 2 120120 120120 T072 T0 7 2 T072 T0 7 2 T072 T0 7 2 T072 T0 7 2 T072 T0 7 2 048048084084 048048084084 120120 T072 T0 7 2 T072 T0 7 2 T072 T0 7 2 048048084084 TIMBER DIRECTION 8" DROP Partical Equip. Takeoff PART NUMBER Count SCF-H-048 15 SCF-H-120 72 SCF-HT-072 45 SCF-Base Jack 54 SCF-V-Starter 36 SCF-H-072 36 SCF-H-084 15 SCF-V-R1 6 SCF-V-R2 24 SCF-V-R3 18 SCF-Rosette Clamp 66 SCF-MUDS-223 30 SCF-MUDS-1175 24 DRAWING SCALE IS FOR AN 11" X 17" SHEET SIZE. SCALE:DRAWING STATUS: DATE:DRAWN BY: IFC JOB TITLE: DRAWING TITLE: REP: Cornerstone Imaging SHAWN SMITH4-4-2023 REVISIONS REV# DATE BY DESCRIPTION © 2023 - ARENA AZTEC SHAFFER, LLC ALL RIGHTS RESERVED. 2023 SANTA ANITA PARK 23SAP-02-SECTION B-REV-00 08-03-23 CNR00 In For Construction 09-06-23 CNR01 Updated mudsills, tie-downs and notes SECTION B 33 BOXES / 198 VIP SEATS 02 UN D E R S T R U C T U R E 1/8" = 1'-0" Sheet #:S-2.1 INDICATES A 21" DIAMETER HILTI KWIK BOLT TZ2 (or approved equal) CONCRETE ANCHOR. ANCHORS TO BE PLACED AT EACH END OF THE STRUCTURE AND EQUALLY SPACED ALONG THE LENGTH OF THE STRUCTURE WITH A MAXIMUM SPACING OF 20'. IN AREAS WHERE THE CONCRETE ANCHOR CANNOT BE USED, A 1,700lbs CONCRETE BALLAST CAN BE USED AS A SUBSTITUTE FOR THE ANCHOR. CONCRETE BALLASTS TO HAVE A MAX SPACING OF 15'. SIZEPart #: MudsillsScaffold Horizontals SCF-H-084 7' (84") 084 SCF-H-120 10' (120") 120 SCAFFOLD VERTICAL SCF-H-048 4' (48")048 048 SCF-HT-072 6' (72") TRUSS T072 T072 084 120 SCF-MUDS-223SCF-MUDS-1175 2' 2' top1' 1' top R3 R3 R2 R2 SC SC 072 072 T072 T072 T072 T072 T072 T072 4'- 4 1 8" 6'6' R1 R1 SC SC SC SC 6' R2 R2 SC SC 072 072 T072 T072 R2 R2 072 072 T072 T072 R3 R3 R3 R3 SC SC 072072 T072 T072 T072 T072 T072 T072 4'- 3 14" 6'6' R3 R3 SC SC 6' R2 R2 SC SC 072072 T072 T072 R2 R2 072 072 T072 T072 6'6' R3 R3 SC SC 6'6' 30' 072072 072 072 072072 3' 4" 3'4" 3' 4" 3'4" 3' 4" 3'4" 3' 4" 3'4" 3' 4" 3'4" 3'-5" 4" 3' 3' 4" 3'4" 3' 4" 3'4" 3' 4" 3'4" 3'-5" 4" 3' 30' DRAWING SCALE IS FOR AN 11" X 17" SHEET SIZE. SCALE:DRAWING STATUS: DATE:DRAWN BY: IFC JOB TITLE: DRAWING TITLE: REP: Cornerstone Imaging SHAWN SMITH4-4-2023 REVISIONS REV# DATE BY DESCRIPTION © 2023 - ARENA AZTEC SHAFFER, LLC ALL RIGHTS RESERVED. 2023 SANTA ANITA PARK 23SAP-02-SECTION B-REV-00 08-03-23 CNR00 In For Construction 09-06-23 CNR01 Updated mudsills, tie-downs and notes SECTION B 33 BOXES / 198 VIP SEATS 02 UN D E R S T R U C T U R E 3/16" = 1'-0" Sheet #:S-2.2 SIZEPart #: MudsillsScaffold Horizontals SCF-H-084 7' (84") 084 SCF-H-120 10' (120") 120 SCAFFOLD VERTICAL SCF-H-036 3' (36")036 036 SCF-H-048 4' (48")048 048 SCF-HT-072 6' (72") TRUSS T072 T072 084 120 SCF-H-072 6' (72")072 072 SCF-MUDS-223SCF-MUDS-1175 2' 2' top1' 1' top 39 ' 6' 3' 8" Drop 8" Drop 8" Drop 8" Drop 8" Drop 8" Drop 7'10'10'10'10'10'10'10'10' 6' 6' 6' 6' 6' 6'4' 87' T072 T0 7 2 120120 120120 T072 T0 7 2 120120 120120 T072 T0 7 2 120120 120120 T072 T0 7 2 120120 120120 120120 T072 T0 7 2 T072 T0 7 2 T072 T0 7 2 T072 T0 7 2 T072 T0 7 2 120120 120120 T072 T0 7 2 120120 120120 T072 T0 7 2 120120 120120 120120 120120 120120 T072 T0 7 2 T072 T0 7 2 T072 T0 7 2 T072 T0 7 2 T072 T0 7 2 084084 084084 084084 T072 T0 7 2 120120 120120 T072 T0 7 2 120120 120120 T072 T0 7 2 T072 T0 7 2 120120 120120 T072 T0 7 2 T072 T0 7 2 T072 T0 7 2 T072 T0 7 2 T072 T0 7 2 120120 120120 T072 T0 7 2 120120 120120 T072 T0 7 2 120120 120120 T072 T0 7 2 T072 T0 7 2 T072 T0 7 2 T072 T0 7 2 T072 T0 7 2 084084 084084 120120 120120120120 T072 T0 7 2 T072 T0 7 2 T072 T0 7 2 T072 T0 7 2 120120 120120120120 T072 T0 7 2 T072 T0 7 2 T072 T0 7 2 T072 T0 7 2 084084 T072 T0 7 2 120120 120120 T072 T0 7 2 120120 120120 120120 T072 T0 7 2 T072 T0 7 2 T072 T0 7 2 120120 120120 T072 T0 7 2 120120 120120 T072 T0 7 2 T072 T0 7 2 120120120120 T072 T0 7 2 T072 T0 7 2 120120 120120120120 T072 T0 7 2 T072 T0 7 2 T072 T0 7 2 T072 T0 7 2 120120 120120120120 T072 T0 7 2 T072 T0 7 2 T072 T0 7 2 T072 T0 7 2 084084 T072 T0 7 2 120120 120120120120 120120 120120120120 084084120120120120 048048072072 048048 03603 6 03603 6 03603 6 03603 6 03603 6 03603 6 03603 6 03603 6 03603 6 03603 6 MUDSILL FOUNDATIONS UNDER ALL SCAFFOLD LEGS TO BE 'F1', UNLESS NOTED OTHERWISE TIMBER DIRECTION Partical Equip. Takeoff PART NUMBER Count SCF-H-048 4 SCF-H-120 106 SCF-HT-072 60 SCF-Base Jack 80 SCF-V-Starter 46 SCF-H-072 54 SCF-H-084 19 SCF-V-R1 16 SCF-V-R2 42 SCF-V-R3 8 SCF-Rosette Clamp 66 SCF-H-036 18 SCF-V-R4 8 SCF-MUDS-223 56 SCF-MUS-1175 24 DRAWING SCALE IS FOR AN 11" X 17" SHEET SIZE. SCALE:DRAWING STATUS: DATE:DRAWN BY: IFC JOB TITLE: DRAWING TITLE: REP: Cornerstone Imaging SHAWN SMITH4-4-2023 REVISIONS REV# DATE BY DESCRIPTION © 2023 - ARENA AZTEC SHAFFER, LLC ALL RIGHTS RESERVED. 2023 SANTA ANITA PARK 23SAP-01-SECTION A-REV-00 08-03-23 CNR00 In For Construction 09-06-23 CNR01 Updated mudsills, tie-downs and notes SECTION D 49 BOXES / 290 VIP SEATS 03 UN D E R S T R U C T U R E 1/8" = 1'-0" Sheet #:S-3.1 INDICATES A 21" DIAMETER HILTI KWIK BOLT TZ2 (or approved equal) CONCRETE ANCHOR. ANCHORS TO BE PLACED AT EACH END OF THE STRUCTURE AND EQUALLY SPACED ALONG THE LENGTH OF THE STRUCTURE WITH A MAXIMUM SPACING OF 20'. IN AREAS WHERE THE CONCRETE ANCHOR CANNOT BE USED, A 1,700lbs CONCRETE BALLAST CAN BE USED AS A SUBSTITUTE FOR THE ANCHOR. CONCRETE BALLASTS TO HAVE A MAX SPACING OF 15'. SIZEPart #: MudsillsScaffold Horizontals SCF-H-084 7' (84") 084 SCF-H-120 10' (120") 120 SCAFFOLD VERTICAL SCF-H-036 3' (36")036 036 SCF-H-048 4' (48")048 048 SCF-HT-072 6' (72") TRUSS T072 T072 084 120 SCF-H-072 6' (72")072 072 SCF-MUDS-223SCF-MUDS-1175 2' 2' top1' 1' top R2 R2 SC SC R2 R2 SC SC 072 072 T072 T072 T072 T072 T072 T072 3' - 7 5 8" 6'6' R2 R2 6' R2 R2 SC SC 072 072 T072 T072 R2 R2 072 072 T072 T072 6'6'6'3' R1 R1 SC SC 072 072 T072 T072 R1 R1 036036 SC SC R2 R2 SC SC R3 R3 072 072 T072 T072 T072 T072 T072 T072 3'- 7 7 8" 6'6' R3 R3 SC SC 6' R2 R2 SC SC 072 072 T072 T072 R2 R2 072 072 T072 T072 6'6'6'3' R1 R1 SC SC 072 072 T072 T072 R4 R4 036036 R4 R4 39' 39' 036036 036036 072 072 072 072 072 072 3' 4" 3'4" 3' 4" 3'4" 3' 4" 3'4" 3' 4" 3'4" 3' 4" 3'4" 3' 4" 3'4" 3'-5" 3' 4" 3'4" 3' 4" 3'4" 3' 4" 3'4" 3' 4" 3'4" 3' 4" 3'4" 3' 4" 3'4" 3'-5" DRAWING SCALE IS FOR AN 11" X 17" SHEET SIZE. SCALE:DRAWING STATUS: DATE:DRAWN BY: IFC JOB TITLE: DRAWING TITLE: REP: Cornerstone Imaging SHAWN SMITH4-4-2023 REVISIONS REV# DATE BY DESCRIPTION © 2023 - ARENA AZTEC SHAFFER, LLC ALL RIGHTS RESERVED. 2023 SANTA ANITA PARK 23SAP-01-SECTION A-REV-00 08-03-23 CNR00 In For Construction 09-06-23 CNR01 Updated mudsills, tie-downs and notes SECTION D 49 BOXES / 290 VIP SEATS 03 UN D E R S T R U C T U R E 3/16" = 1'-0" Sheet #:V-3.2 SIZEPart #: MudsillsScaffold Horizontals SCF-H-084 7' (84") 084 SCF-H-120 10' (120") 120 SCAFFOLD VERTICAL SCF-H-036 3' (36")036 036 SCF-H-048 4' (48")048 048 SCF-HT-072 6' (72") TRUSS T072 T072 SCF-H-072 6' (72")072 072 084 120 SCF-MUDS-223SCF-MUDS-1175 2' 2' top1' 1' top 10'10'10'10'10'10'10'10'10'10'10'10'7' 45 ' 3' 6' 127' 6' 6' 6' 6' 6' 6' 8" Drop 8" Drop 8" Drop 8" Drop 8" Drop 8" Drop 8" Drop 6'4' T072 T0 7 2 120120 120120 T072 T0 7 2 120120 120120 T072 T0 7 2 120120 120120 T072 T0 7 2 120120 120120 120120 T072 T0 7 2 T072 T0 7 2 T072 T0 7 2 T072 T0 7 2 T072 T0 7 2 120120 120120 T072 T0 7 2 120120 120120 T072 T0 7 2 120120 120120 120120 120120 120120 T072 T0 7 2 T072 T0 7 2 T072 T0 7 2 T072 T0 7 2 T072 T0 7 2 084084 084084 084084 T072 T0 7 2 120120 120120 T072 T0 7 2 120120 120120 T072 T0 7 2 T072 T0 7 2 120120 120120 T072 T0 7 2 T072 T0 7 2 T072 T0 7 2 T072 T0 7 2 T072 T0 7 2 120120 120120 T072 T0 7 2 120120 120120 T072 T0 7 2 120120 120120 T072 T0 7 2 T072 T0 7 2 T072 T0 7 2 T072 T0 7 2 T072 T0 7 2 084084 084084 120120 120120120120 T072 T0 7 2 T072 T0 7 2 T072 T0 7 2 T072 T0 7 2 120120 120120120120 T072 T0 7 2 T072 T0 7 2 T072 T0 7 2 T072 T0 7 2 084084 T072 T0 7 2 120120 120120 T072 T0 7 2 120120 120120 120120 T072 T0 7 2 T072 T0 7 2 T072 T0 7 2 120120 120120 T072 T0 7 2 120120 120120 T072 T0 7 2 T072 T0 7 2 120120120120 T072 T0 7 2 T072 T0 7 2 120120 120120120120 T072 T0 7 2 T072 T0 7 2 T072 T0 7 2 T072 T0 7 2 120120 120120120120 T072 T0 7 2 T072 T0 7 2 T072 T0 7 2 T072 T0 7 2 084084 T072 T0 7 2 120120 120120120120 120120 120120120120 084084120120120120 048048072072 048048 03603 6 03603 6 03603 6 03603 6 03603 6 03603 6 03603 6 03603 6 03603 6 03603 6 120120 120120120120 120120 120120120120 084084 T072 T0 7 2 T072 T0 7 2 T072 T0 7 2 T072 T0 7 2 T072 T0 7 2 T072 T0 7 2 T072 T0 7 2 T072 T0 7 2 120120120120 T072 T0 7 2 T072 T0 7 2 T072 T0 7 2 120120 120120 120120 T072 T0 7 2 T072 T0 7 2 120120 120120 T072 T0 7 2 120120 T072 T0 7 2 120120 03603 6 120120 T072 T0 7 2 T072 T0 7 2 120120 120120 120120 T072 T0 7 2 T072 T0 7 2 120120 120120 T072 T0 7 2 120120 T072 T0 7 2 120120 03603 6 120120 T072 T0 7 2 T072 T0 7 2 120120 120120 120120 T072 T0 7 2 T072 T0 7 2 120120 120120 T072 T0 7 2 120120 T072 T0 7 2 120120 03603 6 120120 T072 T0 7 2 T072 T0 7 2 120120 120120 120120 T072 T0 7 2 T072 T0 7 2 120120 120120 T072 T0 7 2 120120 T072 T0 7 2 120120 03603 6 120120 T072 T0 7 2 MUDSILL FOUNDATIONS UNDER ALL SCAFFOLD LEGS TO BE 'F1', UNLESS NOTED OTHERWISE TIMBER DIRECTION Partical Equip. Takeoff PART NUMBER Count SCF-H-048 4 SCF-H-120 193 SCF-HT-072 92 SCF-Base Jack 122 SCF-V-Starter 69 SCF-H-072 81 SCF-H-084 16 SCF-V-R1 31 SCF-V-R2 60 SCF-V-R3 10 SCF-Rosette Clamp 171 SCF-V-R4 10 SCF-H-036 24 SCF-MUDS-223 86 SCF-MUDS-1175 36 DRAWING SCALE IS FOR AN 11" X 17" SHEET SIZE. SCALE:DRAWING STATUS: DATE:DRAWN BY: IFC JOB TITLE: DRAWING TITLE: REP: Cornerstone Imaging SHAWN SMITH4-4-2023 REVISIONS REV# DATE BY DESCRIPTION © 2023 - ARENA AZTEC SHAFFER, LLC ALL RIGHTS RESERVED. 2023 WGC DELL TECHNOLOGIES MATCH PLAY 23SAP-04-SECTION F AND H-REV-00 08-03-23 CNR00 In For Construction 09-06-23 CNR01 Updated mudsills, tie-downs and notes SECTION F AND H 79 BOXES / 474 VIP SEATS 04 UN D E R S T R U C T U R E 3/32" = 1'-0" Sheet #:S-4.1 INDICATES A 21" DIAMETER HILTI KWIK BOLT TZ2 (or approved equal) CONCRETE ANCHOR. ANCHORS TO BE PLACED AT EACH END OF THE STRUCTURE AND EQUALLY SPACED ALONG THE LENGTH OF THE STRUCTURE WITH A MAXIMUM SPACING OF 20'. IN AREAS WHERE THE CONCRETE ANCHOR CANNOT BE USED, A 1,700lbs CONCRETE BALLAST CAN BE USED AS A SUBSTITUTE FOR THE ANCHOR. CONCRETE BALLASTS TO HAVE A MAX SPACING OF 15'. SIZEPart #: MudsillsScaffold Horizontals SCF-H-084 7' (84") 084 SCF-H-120 10' (120") 120 SCAFFOLD VERTICAL SCF-H-036 3' (36")036 036 SCF-H-048 4' (48")048 048 SCF-HT-072 6' (72") TRUSS T072 T072 SCF-H-072 6' (72")072 072 084 120 SCF-MUDS-223SCF-MUDS-1175 2' 2' top1' 1' top R2 R2 SC SC R2 R2 SC SC 072 072 T072 T072 T072 T072 T072 T072 6'6' R2 R2 6' R2 R2 SC SC 072 072 T072 T072 R2 R2 072 072 T072 T072 6'6'6'3' R1 R1 SC SC 072 072 T072 T072 R1 R1 036036 SC SC 45' R1 R1 SC SC 072 072 T072 T072 3'- 0 1 2" R2 R2 SC SC R3 R3 072 072 T072 T072 T072 T072 T072 T072 6'6' R3 R3 SC SC 6' R2 R2 SC SC 072 072 T072 T072 R2 R2 072 072 T072 T072 6'6'6'3' R1 R1 SC SC 072 072 T072 T072 R4 R4 036036 R4 R4 45' 036036 036036 072 072 072 072 072 072 6' R1 R1 SC SC 072 072 T072 T072 6' 3'- 0 12" 3' 4" 3'4" 3' 4" 3'4" 3' 4" 3'4" 3' 4" 3'4" 3'-5" 4" 3'4" 4" 4" 4" 4" 3' 3'3' 3'3' 3' 4" 3'4" 3' 4" 3'4" 3' 4" 3'4" 3' 4" 3'4" 3'-5" 4" 3'4" 4" 4" 4" 4" 3' 3'3' 3'3' DRAWING SCALE IS FOR AN 11" X 17" SHEET SIZE. SCALE:DRAWING STATUS: DATE:DRAWN BY: IFC JOB TITLE: DRAWING TITLE: REP: Cornerstone Imaging SHAWN SMITH4-4-2023 REVISIONS REV# DATE BY DESCRIPTION © 2023 - ARENA AZTEC SHAFFER, LLC ALL RIGHTS RESERVED. 2023 WGC DELL TECHNOLOGIES MATCH PLAY 23SAP-04-SECTION F AND H-REV-00 08-03-23 CNR00 In For Construction 09-06-23 CNR01 Updated mudsills, tie-downs and notes SECTION F AND H 79 BOXES / 474 VIP SEATS 04 UN D E R S T R U C T U R E 3/16" = 1'-0" Sheet #:S-4.2 SIZEPart #: MudsillsScaffold Horizontals SCF-H-024 2' (24") 024 SCF-H-060 5' (60") 060 SCF-H-084 7' (84") 084 SCF-H-120 10' (120") 120 SCAFFOLD VERTICAL SCF-H-036 3' (36")036 036 SCF-H-048 4' (48")048 048 SCF-HT-084 7' (84") Truss T084 T084 SCF-HT-072 6' (72") TRUSS T072 T072 024 060 084 120 SCF-MUDS-223SCF-MUDS-1175 2' 2' top1' 1' top 5' 2' 10' 3' 10' 7' 10'10'10'7'5' 2'5' 6' 6' 6' 6' 24 ' 3' 7'7' 5'5' 72' 120120 120120 T072 T0 7 2 120120 T072 T0 7 2 120120 120120 T072 T0 7 2 T072 T0 7 2 T072 T0 7 2 T072 T0 7 2 T072 T0 7 2 120120 120120 T072 T0 7 2 120120 120120 T072 T0 7 2 120120 120120 120120 120120 120120 T072 T0 7 2 T072 T0 7 2 T072 T0 7 2 T072 T0 7 2 T072 T0 7 2 084084 084084 120120 T072 T0 7 2 T072 T0 7 2 T072 T0 7 2 T072 T0 7 2 120120 120120120120 T072 T0 7 2 T072 T0 7 2 T072 T0 7 2 T072 T0 7 2 084084 T072 T0 7 2 120120 T072 T0 7 2 T072 T0 7 2 120120 T072 T0 7 2 T072 T0 7 2 120120 T072 T0 7 2 120120 T072 T0 7 2 T072 T0 7 2 T072 T0 7 2 T072 T0 7 2 T072 T0 7 2 T072 T0 7 2 060060 060060 060060 060060 060060060060 060060 024024 024024024024 024024 T084 T0 8 4 T084 T0 8 4 T084 T0 8 4 T084 T0 8 4 060060 060060060060 03603 6 03603 6 STAIR CONNECTION 'SAMPLE STAIR ASSEMBLY' DETAILS page SD-DS-TB-004 MUDSILL FOUNDATIONS UNDER ALL SCAFFOLD LEGS TO BE 'F1', UNLESS NOTED OTHERWISE TIMBER DIRECTION. 8" Drop 8" Drop 8" Drop 024024 03603 6 03603 6 03603 6 3' 3' 03603 6 036036 036036 084084 T072 T0 7 2 T072 T0 7 2 03603 6 3' 5' 060060 060060 060060 060060 060060 060060 036036060060 Partical Equip. Takeoff PART NUMBER Count SCF-H-060 39 SCF-H-120 40 SCF-HT-072 37 SCF-Base Jack 65 SCF-V-Starter 28 SCF-H-072 22 SCF-H-084 12 SCF-V-R1 11 SCF-V-R2 8 SCF-V-R3 20 SCF-Rosette Clamp 44 SCF-H-036 10 SCF-V-R4 4 SCF-HT-084 4 SCF-H-024 7 SCF-MUDS-223 21 SCF-MUDS-1175 40 DRAWING SCALE IS FOR AN 11" X 17" SHEET SIZE. SCALE:DRAWING STATUS: DATE:DRAWN BY: IFC JOB TITLE: DRAWING TITLE: REP: Cornerstone Imaging SHAWN SMITH4-4-2023 REVISIONS REV# DATE BY DESCRIPTION © 2023 - ARENA AZTEC SHAFFER, LLC ALL RIGHTS RESERVED. 2023 SANTA ANITA PARK 23SAP-05-SECTION GS 1-REV-00 08-03-23 CNR00 In For Construction 09-06-23 CNR01 Updated mudsills, tie-downs and notes GRANDSTAND 1 20 (6 SEAT) BOXES / 120 VIP SEATS 2 (4 SEAT) BOXES / 8 VIP SEATS 05 UN D E R S T R U C T U R E 3/32" = 1'-0" Sheet #:S-5.1 INDICATES A 21" DIAMETER HILTI KWIK BOLT TZ2 (or approved equal) CONCRETE ANCHOR. ANCHORS TO BE PLACED AT EACH END OF THE STRUCTURE AND EQUALLY SPACED ALONG THE LENGTH OF THE STRUCTURE WITH A MAXIMUM SPACING OF 20'. IN AREAS WHERE THE CONCRETE ANCHOR CANNOT BE USED, A 1,700lbs CONCRETE BALLAST CAN BE USED AS A SUBSTITUTE FOR THE ANCHOR. CONCRETE BALLASTS TO HAVE A MAX SPACING OF 15'. SIZEPart #: MudsillsScaffold Horizontals SCF-H-024 2' (24") 024 SCF-H-060 5' (60") 060 SCF-H-084 7' (84") 084 SCF-H-120 10' (120") 120 SCAFFOLD VERTICAL SCF-H-036 3' (36")036 036 SCF-H-048 4' (48")048 048 SCF-HT-084 7' (84") Truss T084 T084 SCF-HT-072 6' (72") TRUSS T072 T072 024 060 084 120 SCF-MUDS-223SCF-MUDS-1175 2' 2' top1' 1' top R3 R3 SC SC 072 072 T072 T072 T072 T072 T072 T072 6'- 5 78" 6'6'6' R3 R3 R2 R2 072 072 SC SCR1 R1 6' 24' R3 R3 SC SC 072 072 T072 T072 T072 T072 T072 T072 6' - 6 5 8" 6'6'6' R3 R3 R2 R2 072 072 036036 SC SCR1 R1 3' 28' T072 T072 R3 R3 SC SC 084 084 T084 T084 084084 7' 4' 4' 3' 4" 3'4" 3' 4" 3'4" 3' 4" 3'4" 3'-5" 4" 3' 3' 4" 3' 4" 3'4" 6' 3' 4"4" 3' 3' 4" 7' Scaffold verticals that fall on a stair edge will be filled to fully support mudsill Scaffold verticals that fall on a stair edge will be filled to fully support mudsill DRAWING SCALE IS FOR AN 11" X 17" SHEET SIZE. SCALE:DRAWING STATUS: DATE:DRAWN BY: IFC JOB TITLE: DRAWING TITLE: REP: Cornerstone Imaging SHAWN SMITH4-4-2023 REVISIONS REV# DATE BY DESCRIPTION © 2023 - ARENA AZTEC SHAFFER, LLC ALL RIGHTS RESERVED. 2023 SANTA ANITA PARK 23SAP-05-SECTION GS 1-REV-00 08-03-23 CNR00 In For Construction 09-06-23 CNR01 Updated mudsills, tie-downs and notes GRANDSTAND 1 20 (6 SEAT) BOXES / 120 VIP SEATS 2 (4 SEAT) BOXES / 8 VIP SEATS 05 UN D E R S T R U C T U R E 1/4" = 1'-0" Sheet #:S-5.2 SIZEPart #: MudsillsScaffold Horizontals SCF-H-084 7' (84") 084 SCF-H-120 10' (120") 120 SCAFFOLD VERTICAL SCF-H-048 4' (48")048 048 SCF-HT-084 7' (84") Truss T084 T084 SCF-HT-072 6' (72") TRUSS T072 T072 084 120 SCF-H-096 8' (96")096 096 SCF-MUDS-223SCF-MUDS-1175 2' 2' top1' 1' top 6' 6' 6' 6' 7' 8' 8'8'10'10'7'4'8'8' 63' 24 ' 7' 8' 120120 120120 120120 120120 T072 T0 7 2 T072 T0 7 2 T072 T0 7 2 T072 T0 7 2 084084 084084 120120 120120 T072 T0 7 2 T072 T0 7 2 T072 T0 7 2 T072 T0 7 2 084084 120120 120120 T072 T0 7 2 T072 T0 7 2 T072 T0 7 2 T072 T0 7 2 084084 120120 120120 T072 T0 7 2 T072 T0 7 2 T072 T0 7 2 T072 T0 7 2 084084 T072 T0 7 2 T072 T0 7 2 T072 T0 7 2 T072 T0 7 2 T072 T0 7 2 T072 T0 7 2 T072 T0 7 2 T072 T0 7 2 T072 T0 7 2 T072 T0 7 2 T072 T0 7 2 T072 T0 7 2 T072 T0 7 2 T072 T0 7 2 T072 T0 7 2 T072 T0 7 2 T072 T0 7 2 T072 T0 7 2 T072 T0 7 2 T072 T0 7 2 096096 096096 096096 096096 096096 096096096096 096096 096096 096096 096096 096096096096 096096 096096 096096 096096 096096 096096 096096 048048 048048 048048 048048 048048 T084 T0 8 4 T084 T0 8 4 T084 T0 8 4 T084 T0 8 4 STAIR CONNECTION 'SAMPLE STAIR ASSEMBLY' DETAILS page SD-DS-TB-004 MUDSILL FOUNDATIONS UNDER ALL SCAFFOLD LEGS TO BE 'F1', UNLESS NOTED OTHERWISE TIMBER DIRECTION. 8" Drop 8" Drop 8" Drop Partical Equip. Takeoff PART NUMBER Count SCF-H-048 9 SCF-H-120 18 SCF-HT-072 32 SCF-Base Jack 53 SCF-V-Starter 18 SCF-H-072 18 SCF-H-084 17 SCF-V-R1 9 SCF-V-R2 9 SCF-V-R3 22 SCF-Rosette Clamp 45 SCF-HT-084 4 SCF-H-096 40 SCF-MUDS-223 13 SCF-MUDS-1175 36 DRAWING SCALE IS FOR AN 11" X 17" SHEET SIZE. SCALE:DRAWING STATUS: DATE:DRAWN BY: IFC JOB TITLE: DRAWING TITLE: REP: Cornerstone Imaging SHAWN SMITH4-4-2023 REVISIONS REV# DATE BY DESCRIPTION © 2023 - ARENA AZTEC SHAFFER, LLC ALL RIGHTS RESERVED. 2023 SANTA ANITA PARK 23SAP-06-SECTION GS 2-REV-00 08-03-23 CNR00 In For Construction 09-06-23 CNR01 Updated mudsills, tie-downs and notes GRANDSTAND 2 18 (6 SEAT) BOXES / 108 VIP SEATS 06 UN D E R S T R U C T U R E 1/8" = 1'-0" Sheet #:S-6.1 INDICATES A 21" DIAMETER HILTI KWIK BOLT TZ2 (or approved equal) CONCRETE ANCHOR. ANCHORS TO BE PLACED AT EACH END OF THE STRUCTURE AND EQUALLY SPACED ALONG THE LENGTH OF THE STRUCTURE WITH A MAXIMUM SPACING OF 20'. IN AREAS WHERE THE CONCRETE ANCHOR CANNOT BE USED, A 1,700lbs CONCRETE BALLAST CAN BE USED AS A SUBSTITUTE FOR THE ANCHOR. CONCRETE BALLASTS TO HAVE A MAX SPACING OF 15'. SIZEPart #: MudsillsScaffold Horizontals SCF-H-084 7' (84") 084 SCF-H-120 10' (120") 120 SCAFFOLD VERTICAL SCF-H-048 4' (48")048 048 SCF-HT-084 7' (84") Truss T084 T084 SCF-HT-072 6' (72") TRUSS T072 T072 084 120 SCF-H-096 8' (96")096 096 SCF-MUDS-223SCF-MUDS-1175 2' 2' top1' 1' top R3 R3 SC SC 072 072 T072 T072 T072 T072 T072 T072 6'- 6 38" 6'6'6' R3 R3 R2 R2 072 072 SC SCR1 R1 6' 24' R3 R3 SC SC 072 072 T072 T072 T072 T072 T072 T072 6'- 5 78" 6'6'6' R3 R3 R2 R2 072 072 R1 R1 25' T072 T072 R3 R3 SC SC 084084 T084 T084 084 084 7' 3'-958" 3'-958" 3' 4" 3'4" 3' 4" 3'4" 3' 4" 3'4" 3'-5" 4" 3' 3' 4" 3' 4" 3'4" 5'-113 8" 3' 4" 4" 3' 3' 4" 7' Scaffold verticals that fall on a stair edge will be filled to fully support mudsill Scaffold verticals that fall on a stair edge will be filled to fully support mudsill DRAWING SCALE IS FOR AN 11" X 17" SHEET SIZE. SCALE:DRAWING STATUS: DATE:DRAWN BY: IFC JOB TITLE: DRAWING TITLE: REP: Cornerstone Imaging SHAWN SMITH4-4-2023 REVISIONS REV# DATE BY DESCRIPTION © 2023 - ARENA AZTEC SHAFFER, LLC ALL RIGHTS RESERVED. 2023 SANTA ANITA PARK 23SAP-06-SECTION GS 2-REV-00 08-03-23 CNR00 In For Construction 09-06-23 CNR01 Updated mudsills, tie-downs and notes GRANDSTAND 2 18 (6 SEAT) BOXES / 108 VIP SEATS 06 UN D E R S T R U C T U R E 1/4" = 1'-0" Sheet #:S-6.2 SIZEPart #: MudsillsScaffold Horizontals SCF-H-060 5' (60") 060 SCF-H-084 7' (84") 084 SCF-H-120 10' (120") 120 SCAFFOLD VERTICAL SCF-HT-084 7' (84") Truss T084 T084 SCF-HT-072 6' (72") TRUSS T072 T072 SCF-H-072 6' (72")072 072 060 084 120 SCF-MUDS-223SCF-MUDS-1175 2' 2' top1' 1' top 10'5'7'6'10' 38' 6' 6' 6' 6' 24 ' 7' 7' 120120 120120 T072 T0 7 2 T072 T0 7 2 120120 T072 T0 7 2 T072 T0 7 2 120120 T072 T0 7 2 T072 T0 7 2 120120 T072 T0 7 2 T072 T0 7 2 120120 120120 T072 T0 7 2 T072 T0 7 2 120120 T072 T0 7 2 T072 T0 7 2 120120 T072 T0 7 2 T072 T0 7 2 120120 T072 T0 7 2 T072 T0 7 2 T072 T0 7 2 T072 T0 7 2 T072 T0 7 2 T072 T0 7 2 T072 T0 7 2 T072 T0 7 2 T072 T0 7 2 T072 T0 7 2 084084 084084 084084 084084 084084 T084 T0 8 4 T084 T0 8 4 060060 060060 060060 060060 060060 072072 072072 072072 072072 072072 STAIR CONNECTION 'SAMPLE STAIR ASSEMBLY' DETAILS page SD-DS-TB-004 8" Drop 8" Drop 8" DropTIMBER DIRECTION MUDSILL FOUNDATIONS UNDER ALL SCAFFOLD LEGS TO BE 'F1', UNLESS NOTED OTHERWISE 7'7'10' 34' 6' 6' 6' 6' 24 ' 7' 7' 120120 120120 T072 T0 7 2 T072 T0 7 2 120120 T072 T0 7 2 T072 T0 7 2 120120 T072 T0 7 2 T072 T0 7 2 120120 T072 T0 7 2 T072 T0 7 2 T072 T0 7 2 T072 T0 7 2 T072 T0 7 2 T072 T0 7 2 T072 T0 7 2 T072 T0 7 2 T072 T0 7 2 T072 T0 7 2 T072 T0 7 2 T072 T0 7 2 T072 T0 7 2 T072 T0 7 2 084084 084084 084084 084084 084084 084084 084084 084084 084084 084084 T084 T0 8 4 T084 T0 8 4 TIMBER DIRECTION 10' 120120 120120 120120 120120 120120 Partical Equip. Takeoff PART NUMBER Count SCF-H-060 9 SCF-H-120 36 SCF-HT-072 40 SCF-Base Jack 59 SCF-V-Starter 22 SCF-H-072 31 SCF-H-084 39 SCF-V-R1 11 SCF-V-R2 11 SCF-V-R3 26 SCF-Rosette Clamp 55 SCF-HT-084 4 SCF-MUDS-223 15 SCF-MUDS-1175 44 DRAWING SCALE IS FOR AN 11" X 17" SHEET SIZE. SCALE:DRAWING STATUS: DATE:DRAWN BY: IFC JOB TITLE: DRAWING TITLE: REP: Cornerstone Imaging SHAWN SMITH4-4-2023 REVISIONS REV# DATE BY DESCRIPTION © 2023 - ARENA AZTEC SHAFFER, LLC ALL RIGHTS RESERVED. 2023 SANTA ANITA PARK 23SAP-07-SECTION GS 3-REV-00 08-03-23 CNR00 In For Construction 09-06-23 CNR01 Updated mudsills, tie-downs and notes GRANDSTAND 3 21 (6 SEAT) BOXES / 126 VIP SEATS 3 (4 SEAT) BOXES / 12 SEATS 07 UN D E R S T R U C T U R E 1/8" = 1'-0" Sheet #:S-7.1 INDICATES A 2 1" DIAMETER HILTI KWIK BOLT TZ2 (or approved equal) CONCRETE ANCHOR. ANCHORS TO BE PLACED AT EACH END OF THE STRUCTURE AND EQUALLY SPACED ALONG THE LENGTH OF THE STRUCTURE WITH A MAXIMUM SPACING OF 20'. IN AREAS WHERE THE CONCRETE ANCHOR CANNOT BE USED, A 1,700lbs CONCRETE BALLAST CAN BE USED AS A SUBSTITUTE FOR THE ANCHOR. CONCRETE BALLASTS TO HAVE A MAX SPACING OF 15'. SIZEPart #: MudsillsScaffold Horizontals SCF-H-060 5' (60") 060 SCF-H-084 7' (84") 084 SCF-H-120 10' (120") 120 SCAFFOLD VERTICAL SCF-HT-084 7' (84") Truss T084 T084 SCF-HT-072 6' (72") TRUSS T072 T072 SCF-H-072 6' (72")072 072 060 084 120 SCF-MUDS-223SCF-MUDS-1175 2' 2' top1' 1' top R3 R3 SC SC 072 072 T072 T072 T072 T072 T072 T072 6' - 6 3 8" 6'6'6' R3 R3 R2 R2 072 072 SC SCR1 R1 6' 24' R3 R3 SC SC 072 072 T072 T072 T072 T072 T072 T072 6' - 5 7 8" 6'6'6' R3 R3 R2 R2 072 072 R1 R1 25' T072 T072 R3 R3 SC SC 084 084 T084 T084 084084 7' 4'-01 8" 4'-01 4" 3' 4" 3'4" 3' 4" 3'4" 3' 4" 3'4" 3'-5" 4" 3' 3' 4" 3' 4" 3'4" 6'-2" 3' 4"4" 3' 3' 4" 7' Scaffold verticals that fall on a stair edge will be filled to fully support mudsill Scaffold verticals that fall on a stair edge will be filled to fully support mudsill DRAWING SCALE IS FOR AN 11" X 17" SHEET SIZE. SCALE:DRAWING STATUS: DATE:DRAWN BY: IFC JOB TITLE: DRAWING TITLE: REP: Cornerstone Imaging SHAWN SMITH4-4-2023 REVISIONS REV# DATE BY DESCRIPTION © 2023 - ARENA AZTEC SHAFFER, LLC ALL RIGHTS RESERVED. 2023 SANTA ANITA PARK 23SAP-07-SECTION GS 3-REV-00 08-03-23 CNR00 In For Construction 09-06-23 CNR01 Updated mudsills, tie-downs and notes GRANDSTAND 3 21 (6 SEAT) BOXES / 126 VIP SEATS 3 (4 SEAT) BOXES / 12 SEATS 07 UN D E R S T R U C T U R E 1/4" = 1'-0" Sheet #:S-7.2 SIZEPart #: MudsillsScaffold Horizontals SCF-H-024 2' (24") 024 SCF-H-120 10' (120") 120 SCAFFOLD VERTICAL SCF-HT-084 7' (84") Truss T084 T084 SCF-HT-072 6' (72") TRUSS T072 T072 SCF-H-108 9' (108")108 108 120 024 SCF-MUDS-223SCF-MUDS-1175 2' 2' top1' 1' top 6' 6' 6' 6' 24 ' 10'10'9' 2'7' 2'10'10' 51' 7' 7' 8" Drop 8" Drop 8" Drop 120120 120120 120120 120120 T072 T0 7 2 T072 T0 7 2 T072 T0 7 2 120120 120120 T072 T0 7 2 T072 T0 7 2 T072 T0 7 2 120120 120120 T072 T0 7 2 T072 T0 7 2 T072 T0 7 2 120120 120120 T072 T0 7 2 T072 T0 7 2 T072 T0 7 2 120120 120120 120120 120120 T072 T0 7 2 T072 T0 7 2 T072 T0 7 2 120120 120120 T072 T0 7 2 T072 T0 7 2 T072 T0 7 2 120120 120120 T072 T0 7 2 T072 T0 7 2 T072 T0 7 2 120120 120120 T072 T0 7 2 T072 T0 7 2 T072 T0 7 2 T072 T0 7 2 T072 T0 7 2 T072 T0 7 2 T072 T0 7 2 T072 T0 7 2 084084 084084 T084 T0 8 4 T084 T0 8 4 024024 024024 024024 024024 024024 024024 024024024024 084084 108108 108108 2'7' STAIR CONNECTION 'SAMPLE STAIR ASSEMBLY' DETAILS page SD-DS-TB-004 MUDSILL FOUNDATIONS UNDER ALL SCAFFOLD LEGS TO BE 'F1', UNLESS NOTED OTHERWISE TIMBER DIRECTION. Partical Equip. Takeoff PART NUMBER Count SCF-H-120 36 SCF-HT-072 29 SCF-Base Jack 40 SCF-V-Starter 7 SCF-H-072 14 SCF-H-084 7 SCF-V-R1 7 SCF-V-R2 7 SCF-V-R3 7 SCF-Rosette Clamp 35 SCF-V-R4 7 SCF-HT-084 2 SCF-H-024 14 SCF-H-108 4 SCF-MUDS-1175 30 SCF-MUDS-223 10 DRAWING SCALE IS FOR AN 11" X 17" SHEET SIZE. SCALE:DRAWING STATUS: DATE:DRAWN BY: IFC JOB TITLE: DRAWING TITLE: REP: Cornerstone Imaging SHAWN SMITH4-4-2023 REVISIONS REV# DATE BY DESCRIPTION © 2023 - ARENA AZTEC SHAFFER, LLC ALL RIGHTS RESERVED. 2023 SANTA ANITA PARK 23SAP-08-SECTION GS 4-REV-00 08-03-23 CNR00 In For Construction 09-06-23 CNR01 Updated mudsills, tie-downs and notes GRANDSTAND 4 18 (6 SEAT) BOXES / 108 VIP SEATS 08 UN D E R S T R U C T U R E 1/8" = 1'-0" Sheet #:S-8.1 INDICATES A 2 1" DIAMETER HILTI KWIK BOLT TZ2 (or approved equal) CONCRETE ANCHOR. ANCHORS TO BE PLACED AT EACH END OF THE STRUCTURE AND EQUALLY SPACED ALONG THE LENGTH OF THE STRUCTURE WITH A MAXIMUM SPACING OF 20'. IN AREAS WHERE THE CONCRETE ANCHOR CANNOT BE USED, A 1,700lbs CONCRETE BALLAST CAN BE USED AS A SUBSTITUTE FOR THE ANCHOR. CONCRETE BALLASTS TO HAVE A MAX SPACING OF 15'. SIZEPart #: MudsillsScaffold Horizontals SCF-H-024 2' (24") 024 SCF-H-120 10' (120") 120 SCAFFOLD VERTICAL SCF-HT-084 7' (84") Truss T084 T084 SCF-HT-072 6' (72") TRUSS T072 T072 SCF-H-108 9' (108")108 108 120 024 SCF-MUDS-223SCF-MUDS-1175 2' 2' top1' 1' top R4 R4 072 072 T072 T072 T072 T072 T072 T072 7' - 7 38" 6'6'6' R3 R3 R2 R2 072 072 SC SCR1 R1 6' 24' R4 R4 072 072 T072 T072 T072 T072 T072 T072 7'- 5 38" 6'6'6' R3 R3 R2 R2 072 072 R1 R1 25' T072 T072 R4 R4 084 084 T084 T084 084084 7' 3' 4" 3'4" 3' 4" 3'4" 3' 4" 3'4" 3'-5" 4" 3' 3' 4" 3' 4" 3' 4" 5'-1012" 3' 4" 4" 3' 3' 4" 7' 1'-05 8" 1'-058" Scaffold verticals that fall on a stair edge will be filled to fully support mudsill Scaffold verticals that fall on a stair edge will be filled to fully support mudsill DRAWING SCALE IS FOR AN 11" X 17" SHEET SIZE. SCALE:DRAWING STATUS: DATE:DRAWN BY: IFC JOB TITLE: DRAWING TITLE: REP: Cornerstone Imaging SHAWN SMITH4-4-2023 REVISIONS REV# DATE BY DESCRIPTION © 2023 - ARENA AZTEC SHAFFER, LLC ALL RIGHTS RESERVED. 2023 SANTA ANITA PARK 23SAP-08-SECTION GS 4-REV-00 08-03-23 CNR00 In For Construction 09-06-23 CNR01 Updated mudsills, tie-downs and notes GRANDSTAND 4 18 (6 SEAT) BOXES / 108 VIP SEATS 08 UN D E R S T R U C T U R E 1/4" = 1'-0" Sheet #:S-8.2 13 ' - 1 12" 11 ' - 5 13 16 " 1'-71116" TYP. 9' - 1 0 18" 8' - 2 716 " 6' - 6 3 4" 4'- 1 1 116 " 3' - 3 3 8" 1'-711 16" SCAFFOLD VERTICALS: 4M 3.5M 3M 2.5M 2M 1.5M 1M 0.5M STARTER 1'-1316" SCAFFOLD HORIZONTAL BRACES: 10' 10' HORIZONTAL 7' 7' 7' 5' 4' 3' 1' - 7 1116 " 6" BASE JACK MUD SILL 7' HORIZONTAL5' HORIZONTAL 4' HORIZONTAL 3' HORIZONTAL 2' HORIZONTAL 7' TRUSS - TYPE 'A' 7' TRUSS - TYPE 'B' 2' BILJAX MULTI-STAGE DECK: SIDE TOP 4' 4' 57 8" MULTI-STAGE LEG 6"x6" (TYP.) TYPICAL UNDERSTRUCTURE COMPONENTS: MUDSILL SCHEDULE NOTES: 1.Assumed allowable soil bearing pressure of 2000 PSF. 2. Dead Load = 10 PSF and Live Load = 100 PSF (Non-Reducible). 3. All Mudsills shall be constructed with a minimum of two (2) layers of 2x12 members that are nailed together. 4. Members in adjacent layers of the mudsill shall be perpendicular. 5. Mudsill may be constructed with multiple 2'-0" x 2'-0" mudsills as described above. Attach 3/4" plywood on top w/ 2 1/2" wood screws @ 12" O.C. E.W. 6. Where tent leg falls between scaffolding verticals, provide mudsill and scaffold floor jack beneath tent leg. Platform Description Weight (lbs) Load Capacity (psf) 4'-0" x 4'-0" Steel Frame Deck w/ 3/4" Exterior Plywood 80 150 Notes: 1. Contractor to assemble Biljax Multi-Stage system in accordance with Biljax Assembly Instructions. GENERAL NOTES MUDSILL BEARING CONDITION ON SLOPED GRADE SECTION VIEW WOOD MUDSILL DIVERSION BERM SLOPING GRADE PLAN VIEW WOOD MUDSILL DIVERSION BERM - USE DIRT DUG OUT TO MAKE LEVEL BEARING FOR MUDSILL BASE PLATE MUDSILL AREA REQUIRED FOR VARYING SCAFFOLDING BAYS Scaffolding Bay Size Mudsill Area Required (SQ FT)Mudsill Size 2'-0" x 2'-0"3.8510'-0" x 7'-0" 2'-0" x 2'-0"2.7510'-0" x 5'-0" 2'-0" x 2'-0"1.937'-0" x 5'-0" 2'-0" x 2'-0"0.884'-0" x 4'-0" 1. GENERAL 1.1 DESIGN CRITERIA: A. CODES AND SPECIFICATIONS: 1. GENERAL BUILDING CODE: INTERNATIONAL BUILDING CODE 2. DESIGN LOAD CRITERIA: MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES, AMERICAN SOCIETY OF CIVIL ENGINEERS, ASCE 7 1.2 STRUCTURAL STEEL: ASTM A36 FOR CHANNELS AND PLATES. 1.3 ALUMINUM: 6061-T6 FOR ALUMINUM SHAPES. 1.4 BOLTED CONNECTIONS: BEARING TYPE A325-N IN ACCORDANCE WITH AISC "SPECIFICATION FOR STRUCTURAL JOINTS USING ASTM A325 OR A490 BOLTS". 1.5 SCAFFOLDING TO BE DESIGNED TO SUSTAIN A UNIFORM DISTRIBUTED WORKING LOAD UP TO HEAVY DUTY SCAFFOLD LOADS WITH A SAFETY FACTOR OF FOUR PER OSHA STANDARD SECTION 1910.28 (P) (4). Mudsill Schedule DESIGNATION SIZE NOTES SCAFFOLD SWIVEL CLAMP SCAFFOLD PIPE AND SWIVEL CLAMPS ARE USED FOR BRACING SCAFFOLD VERTICALS TOGETHER IN CONDITIONS WHERE THE VERTICALS HAVE A NON-STANDARD SPACING. PIPE & CLAMP APPLICATION SCAFFOLD VERTICAL PIPE WEDGE CLAMP CONNECTION 3/8 " = 1'-0" Rob Brocklehurst REVISIONS DATE BY: SCALE: REV# DATE: DRAWN BY: 12-03-2014 NOTES: DETAIL SHEETS FOCUS: DRAWING NO: SD-DS-TB-001 UNDERSTRUCTURE ------ Shawn Smith SALES REP: This Drawing is the property of Shaffer Sports and may not be copied, used,shared, or reproduced in any format without the written permission of Shaffer Sports. SCAFFOLD DECK UNDERSTRUCTURE TYPICALS 7'10' 7' 10 ' 12 ' 1'-4" O.C. - TYP. PLAN VIEW: Typical 7' x 10' Bay ELEVATION: Typical 7' Bay ELEVATION: Typical 10' Bay 4" x 6" x 12' TREATED TIMBER3/4 " PLYWOOD 7' TRUSS 7' HORIZONTAL BRACE SCAFFOLD VERTICAL BASE JACK MUD SILL SCAFFOLD STARTER CUP 10' HORIZONTAL BRACE SCAFFOLD VERTICAL BASE JACK MUD SILL SCAFFOLD STARTER CUP 10' HORIZONTAL BRACE 4" x 6" x 12' TREATED TIMBER3/4 " PLYWOOD 12' 1'1' 7' TRUSS 7' TRUSS 10' HORIZONTAL 4" x 6" x 12' TREATED TIMBER SCAFFOLD VERTICAL 4' x 8' x 3/4 " PLYWOOD NOTES: 1. Screw anchors shall be Minute Man Anchors by Minute Man Anchors, Inc. 2.The Contractor shall install screw anchors in accordance with minute Man Anchors, Inc. Installation Instructions. 3.If screw anchor can not achieve minimum embedment, contact Structural Engineer. 4.Provide stabilizer plates as recommended by Minute Man Anchors. Anchor Description Holding Strength (lbs) 2,500430 Eye Anchor 1/2" dia. Rod w/ Min. Embedment of 24" 648 Eye Anchor 3/4" dia. Rod w/ Min. Embedment of 36"4,000 Floor System Components Notes 103/4" Plywood Decking Load Capacity (psf)AttachmentDLLL 100APA Structure 1 Rated Sheathing, Exposure 1. Panel Identification Index 40/20. Long Dimension of Panel Perpendicular to Supports. 4" x 6" Treated Timber 7" Double Ledger (or Truss Type) Scaffolding 2 1/2" Galvanized Wood Screws At 12" at All 4" x 6" Treated Timber Supports Visually Graded Dimensioned #2 Southern Pine With A Modulus of Elasticity (E): 1,600,000 psi. Scaffolding to be constructed in accordance with manufacturers recommendations. 10 100 10 100 TENT COLUMN 3/4"dia. I-BOLT PLATFORM DECK TENT BASE PLATE 2" STRAP RATED 10,000 POUND ULTIMATE STRENGTH (ALLOWABLE LOAD = 3,300 LB) SCAFFOLD FLOOR JACK - LOCATE DIRECTLY UNDER TENT LEG MUDSILL - SEE PLAN TENT COLUMN 3/4"dia. I-BOLT PLATFORM DECK TENT BASE PLATE 2" STRAP RATED 10,000 POUND ULTIMATE STRENGTH (ALLOWABLE LOAD = 3,300 LB) SCAFFOLD FLOOR JACK - LOCATE DIRECTLY UNDER TENT LEG MUDSILL - SEE PLAN MINUTE MAN ANCHOR - INSTALL (2) 648 EYE ANCHOR SCREW ANCHORS AT TENT COLUMNS WITH 6" DISKS AND 3/4"dia. ROD WITH A MINIMUM EMBEDMENT OF 36" OR (4) 430 EYE ANCHOR SCREW ANCHORS AT TENT COLUMNS WITH 4" DISKS AND 1/2"dia. ROD WITH A MINIMUM EMBEDMENT OF 24". IF SCREW ANCHOR CANNOT ACHIEVE MINIMUM EMBEDMENT, CONTACT STRUCTURAL ENGINEER. MINUTE MAN ANCHOR - INSTALL (2) 648 EYE ANCHOR SCREW ANCHORS AT TENT COLUMNS WITH 6" DISKS AND 3/4"dia. ROD WITH A MINIMUM EMBEDMENT OF 36" OR (4) 430 EYE ANCHOR SCREW ANCHORS AT TENT COLUMNS WITH 4" DISKS AND 1/2"dia. ROD WITH A MINIMUM EMBEDMENT OF 24". IF SCREW ANCHOR CANNOT ACHIEVE MINIMUM EMBEDMENT, CONTACT STRUCTURAL ENGINEER. WHERE INDICATED ON PLAN BY INSTALL ADDITIONAL HELICAL ANCHORS AT +/- 45 deg. ANGLE FOR LATERAL RESISTANCE. TENT LEG ANCOR DETAIL AT EXTERIOR TENT COLUMNS TENT LEG ANCOR DETAIL AT INTERIOR TENT COLUMNS 3/8 " = 1'-0" Rob Brocklehurst REVISIONS DATE BY: SCALE: REV# DATE: DRAWN BY: 12-03-2014 NOTES: DETAIL SHEETS FOCUS: DRAWING NO: SD-DS-TB-002 TYPICAL DECK FLOORS ------ Shawn Smith SALES REP: This Drawing is the property of Shaffer Sports and may not be copied, used,shared, or reproduced in any format without the written permission of Shaffer Sports. 4' CORNER RAIL STANDARD 3' RAIL STANDARD 2' RAIL STANDARD 1' RAIL STANDARD 4' RAIL INTERMEDIATE BASE PLATE CORNER BASE PLATE STARTER BASE PLATE SWIVEL RAIL BASE PLATE GUARD RAILING BASE PLATES 4' 3'-912" 3'-73 8" 3'-478" 3' - 6 1 8" 3' - 6 18" 2'-912"1'-912"912" 3'2'1' 3'- 6 1 8" 3'- 6 1 8" 3'- 6 1 8" STANDARD GUARD RAIL PANELS GUARD RAIL BASE PLATE INSTALLATION:BOLTED THROUGH BILJAX FRAME USING 1/2 " BOLTS BOLTED THROUGH BILJAX FRAME USING 1/2 " BOLTS GUARD RAIL PANELS BOLTED TOGETHER AT TOP LAG SCREW BASE PLATES TO DECK USING (4) 1/2 " x 3" LAG SCREWS LAG SCREWS IN CORNER PLATE NOTE: LAG SCREWS MUST PENETRATE 4x6 TIMBERS BILJAX DECKS FLOORS SCAFFOLD FLOORS NOTE: If the condition exist where a base plate needs to me secured in a location that does not line up with the Biljax deck frame (i.e. where a stair comes to the floor, etc.), a piece of timber shall be placed below the plywood of the Biljax deck and 4" Lag Screws shall be used to screw the guard rail base plate into the timber as illustrated below in the scaffold floors example. PLAN VIEW: ELEVATION VIEW: PLAN VIEW: ELEVATION VIEW: 4'-55 16"2'-6" 7'-73 8" PLAN VIEW: FRONT ELEVATION: BALCONY 4' CORNER RAIL BALCONY 3' RAIL BALCONY 2' RAIL BALCONY 1' RAIL BALCONY 4' RAIL 4' 3'-912" 3'-73 8" 3'-47 8" 2'- 6 18" 2'- 6 1 8" 2'-912"1'-912"912" 3'2'1' 2' - 6 18" 2' - 6 18" 2' - 6 1 8" BALCONY GUARD RAIL PANELS (also used as Skybox Divider Rails) BALCONY RAILING APPLICATION STANDARD 42" RAILING AT THE END OF AISLE STAIR STANDARD 42" RAILING AT THE END OF AISLE STAIR 3'- 6 12" 2' - 6 1 2" 1" 312" 1" 31 2" 31116" 1" 33 16" 1" 31 2" 1" 312" 1" 312" 1" 311 16" 1" 3 3 16" 1" 312" 1" PLAN VIEWS: ELEVATION VIEWS: 3 8" 2' 49 16" 61 2" 91 8"918"918" 918"612"612" 114" NOTES: ALL GUARDRAIL HAS BEEN DESIGNED IN ACCORDANCE WITH SECTION 1015.4 OF THE CBC 2016 & THE IBC 2015.3/8 " = 1'-0" Rob Brocklehurst REVISIONS DATE BY: SCALE: REV# DATE: DRAWN BY: 12-03-2014 NOTES: DETAIL SHEETS FOCUS: DRAWING NO: SD-DS-TB-003 GUARD RAILING ------ Shawn Smith SALES REP: This Drawing is the property of Shaffer Sports and may not be copied, used,shared, or reproduced in any format without the written permission of Shaffer Sports. 4'-1112" 312"312" 5'-71 2" HANDRAIL HANDRAIL MOUNT BRACKET GUARD RAIL PANEL SIDEFRONT 3'-1 5 8" CROSS SECTION: HANDRAIL ASSEMBLY HANDRAIL MOUNT BRACKET HANDRAIL 1 TREAD HANDRAIL 2 TREAD HANDRAIL 3 TREAD HANDRAIL TOP RETURN HANDRAIL BOTTOM RETURN 1' 1' - 1 5 8" 1' 1' - 1 58" 3'-2 716" 2'-1 5 8" 1'-0 13 16" 412" Ø15 8" HANDRAIL COMPONENTS: Scale: 3/4 " = 1'-0" 6 916 " 11" SIDE SIDE TOP 11 " STAIR COMPONENTS: Scale: 3/4 " = 1'-0" 1 TREAD STEEL STRINGER 2 TREAD STEEL STRINGER 3 TREAD STEEL STRINGER 6 TREAD STEEL STRINGER 1'-1 316" 2'-2" 3'-2 316" 6'-4 5 8" ALUMINUM STAIR TREAD 3 TREAD GUARD RAIL PANEL 3 TREAD EXTENDED GUARD RAIL PANEL 2 TREAD EXTENDED GUARD RAIL PANEL 1 TREAD EXTENDED GUARD RAIL PANEL GUARD RAIL PANELS: Scale: 3/8 " = 1'-0" 4'-1 516"3'-0 1 2"1'-11 1116" 334" TYP.334" TYP.3916" TYP.312" TYP. ALUMINUM GUARD RAIL PANEL STEEL POST INSERT STEEL POST INSERT STEEL POST INSERT STEEL POST INSERT ALUMINUM GUARD RAIL PANEL ALUMINUM GUARD RAIL PANEL ALUMINUM GUARD RAIL PANEL 6'-6" 5'-612" 1' 1' 1' 1' 11" 6916" 3' - 6 12" 334" TYP. 3' 3' 3' ALUMINUM GUARD RAIL PANEL HANDRAIL HANDRAIL ALUMINUM GUARD RAIL PANEL STAIR TREAD SCAFFOLD VERTICAL PLAN VIEW: SAMPLE STAIR ASSEMBLY SIDE ELEVATION: SAMPLE STAIR ASSEMBLY SAMPLE STAIR ASSEMBLY: Scale: 3/8 " = 1'-0" STAIR: DESIGN DEAD LOAD = 10 psf DESIGN LIVE LOAD = 100 psf 2'-9"5'-6" * Stairs are constructed on Contour type scaffolding with verticals having 1/2 meter rosette spacing and custom size Horizontals (33", 66", & 78") * Staircase Assemblies consist of a continuous run of 6 Tread and 3 Tread stair stringers with 2 Tread and 1 Tread finishing options. 6 & 3 Tread Stringers secure to scaffold rosettes. All Stringers bolt to each other within a continuous run. * Stair Treads have a 6-9/16" rise and an 11" tread depth. * The Shaffer Stair System is designed to start one 'tread rise' (6-9/16" ) down from finished floor (Finished Floor IS the top step) * Max. continuous stair run without an intermediate landing is 21 Treads plus top Landng/Floor (12'). see chart page SD-DS-TB-005. * Handrails stand out from the guardrail panels the Code maximum of 3.5" GENERAL NOTES: FLOOR DECK FLOOR DECK SCAFFOLD STAIR ASSEMBLY IS ATTACHED TO FLOOR DECK SCAFFOLDING USING SCAFFOLD PIPE & CLAMP. DETAILS PAGE SD-DS-TB-001. Clear Egress Width All openings within railing panels and railing run assemblies comply with CBC 2016 (1015.4) 3/8 " = 1'-0" Rob Brocklehurst REVISIONS DATE BY: SCALE: REV# DATE: DRAWN BY: 12-03-2014 NOTES: DETAIL SHEETS FOCUS: DRAWING NO: SD-DS-TB-004 MODULAR STAIRS ------ Shawn Smith SALES REP: This Drawing is the property of Shaffer Sports and may not be copied, used,shared, or reproduced in any format without the written permission of Shaffer Sports. ST A I R H E I G H T R E F E R E N C E FO O T A G E 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 LANDING/FLOOR MAX STAIR HEIGHT without INTERMEDIATE LANDING 1' 2' 3' 4' 5' 6' 7' 8' 9' 10' 11' 12' STRINGER COUNT 6T 3T 2T 1TTREADS 1 NONE 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 2 2 2 2 2 2 3 3 3 3 LANDING/FLOOR 33" HORIZONTAL BRACE (used with 3 Tread Stringers) 66" HORIZONTAL BRACE (used with 6 Tread Stringers) 11 " 1' - 1 0 " 2'- 9 " 3' - 8 " 4' - 7 " 5' - 6 " 6'- 5 " 7' - 4 " 8'- 3 " 9' - 2 " 10 ' - 1 " 11 ' 11 ' - 1 1 " 12 ' - 1 0 " 13 ' - 9 " 14 ' - 8 " 15 ' - 7 " 16 ' - 6 " 17 ' - 5 " 18 ' - 4 " 19 ' - 3 " STAIRCASE LENGTH (add 1'-11" for Guardrail & Handrail extensions) 123456789101112131415161718192121 12' 11'-53 4" 10'-11 3 16" 10'-45 16" 9'-10 1 16" 9'-31 2" 8'-85 8" 8'-23 8" 7'-713 16" 7'-015 16" 6'-611 16" 6'-01 8" 5'-51 4" 4'-11" 4'-4 7 16" 3'-9 9 16" 3'-3 5 16" 2'-83 4" 2'-17 8" 1'-75 8" 1'-1 1 16" STAIRCASE SIZE QUICK REFERENCE CHART: nts Rob Brocklehurst REVISIONS DATE BY: SCALE: REV# DATE: DRAWN BY: 12-03-2014 NOTES: DETAIL SHEETS FOCUS: DRAWING NO: SD-DS-TB-005 STAIR REFERENCE CHART ------ Shawn Smith SALES REP: This Drawing is the property of Shaffer Sports and may not be copied, used,shared, or reproduced in any format without the written permission of Shaffer Sports. 5' MIN. BETWEEN TREADS 7'7' 7' INTERMEDIATE LANDINGS RIGHT ANGLE LANDING - MINIMUM SIZE 9' 7' ST A I R U P STAIR UP LANDING 9' 14' 7' STAIR UP STAIR UP 7' ST A I R U P ST A I R U P INTERMEDIATE LANDINGS STRAIGHT LANDING - MINIMUM SIZE INTERMEDIATE LANDINGS SWITCH-BACK LANDING - MINIMUM SIZE LANDINGLANDING INTERMEDIATE STAIR LANDING - nts THE INTERMEDIATE STAIR LANDINGS BELOW ILLUSTRATE THE MINIMUM SIZE THAT CAN BE CONSTRUCTED TO GUARANTEE THAT THE EGRESS WIDTH OF THE LANDING IS EQUAL TO OR GREATER THAN THE EGRESS WIDTH OF THE ADJOINING STAIR CASES. SIDE ELEVATION: SAMPLE STAIR ASSEMBLY WITH INTERMEDIATE LANDING FLOOR DECK SCAFFOLD PIPE & CLAMP (page SD-DS-TB-001) FLOOR DECK SCAFFOLD 5' NOSE OF LANDING TO FACE/NOSE OF 1ST TREAD OF UPPER STAIRCASE 2'-9"5'-6"7' 91 4" 5'-6"vaires SCAFFOLD HORIZONTAL BRACE SCAFFOLD VERTICAL BASE JACK MUDSILL nts Rob Brocklehurst REVISIONS DATE BY: SCALE: REV# DATE: DRAWN BY: 12-03-2014 NOTES: DETAIL SHEETS FOCUS: DRAWING NO: SD-DS-TB-006 INTERMEDIATE LANDING ------ Shawn Smith SALES REP: This Drawing is the property of Shaffer Sports and may not be copied, used,shared, or reproduced in any format without the written permission of Shaffer Sports. INTERMEDIATE RAMP LANDING - nts THE INTERMEDIATE RAMP LANDINGS BELOW ILLUSTRATE TYPICAL LANDINGS CONSTRUCTED FOR 6' WIDE ACCESS RAMPS. SIDE ELEVATION: SAMPLE RAMP ASSEMBLY WITH INTERMEDIATE LANDING INTERMEDIATE LANDINGS RIGHT ANGLE LANDING INTERMEDIATE LANDINGS SWITCH-BACK 7' 6' 7' 6' INTERMEDIATE LANDINGS STRAIGHT LANDING 6'6' 5' min. RAMP UP RA M P U P RAMP UPLANDING RAMP UP LANDING RAMP UP RAMP UP LANDING RAMP FILLER RAIL - TOP RAMP FILLER RAIL - BOTTOM RAMP FILLER RAIL - TOP RAMP FILLER RAIL - BOTTOM RAMP FILLER RAIL - BOTTOM RAMP FILLER RAIL - TOP 10' TOP GUARDRAIL FILLER 5'10' SLOPE: 1 in 12 SLOPE: 1 in 12 BOTTOM GUARDRAIL FILLER HANDRAIL HANDRAIL 3'-7" [43"] 31 2" [3.5"] 312" [3.5"] 3'- 6 12" [4 2 . 5 " ] 5' [60"] 4'-2" [50"]3' [3 6 " ] 4'-7" [55"] 31 2" [3.5"] 312" [3.5"] 3'- 6 12" [4 2 . 5 " ] 6' [72"] 5'-2" [62"]3' [3 6 " ] MINIMUM WIDTH MAXIMUM WIDTH (without center handrails) RAMP FILLER RAIL BOTTOM RAMP FILLER RAIL TOP 814" 3'- 6 18" 338" GENERAL RAMP CONSTRUCTION Ramps used as part of a means of egress shall have a running slope not steeper than one unit vertical in 12 units horizontal (8-percent slope). SLOPE: The rise for any ramp run shall be 30 inches maximum. VERTICAL RISE: Handrail / Guardrail is NOT required if the total ramp rise is 6" or less. If railing is not used under these conditions, a 4" tall edge protection (curb) is required on both sides of the ramp. HANDRAIL / GUARDRAIL REQUIREMENTS: Ramp widths are to be constructed between the Minimum and Maximum that are illustrated below... RAMP WIDTH: ACCESS RAMPS - nts SPECIALTY GUARD COMPONENTS FOR RAMPS (Used with Standard Guard Railing Components - page SD-DS-TB-003) All openings within railing panels and railing run assemblies comply with CBC 2016 (1015.4) Clear Egress Width Max. projection of Handrail into Clear Egress Width Clear Egress Width Max. projection of Handrail into Clear Egress Width nts Rob Brocklehurst REVISIONS DATE BY: SCALE: REV# DATE: DRAWN BY: 12-03-2014 NOTES: DETAIL SHEETS FOCUS: DRAWING NO: SD-DS-TB-007 ACCESS RAMPS ------ Shawn Smith SALES REP: This Drawing is the property of Shaffer Sports and may not be copied, used,shared, or reproduced in any format without the written permission of Shaffer Sports. I 1 Introduction of the company Scafom Scafom is a leading manufacturer and supplier of scaffolding, formwork and shoring materials with its own plants and offices in strategic construction markets (Europe, Asia, North- and South America, Latin America) The Scafom Group has been designing, manufacturing and delivering scaffolding, formwork and shoring solutions worldwide for over 35 years; Scafom has the expertise and experience necessary to assist with your project. Over the years we have been asked and challenged by various customers with questions pertaining to manufacturing facilities and locals. It is important to mention to our well appreciated customers in North America that Scafom produces the products in various countries around the world. Everything under direct control. Nothing is left to chance when creating customized solutions. From the very beginning (design phase) intensive discussions are held with all parties concerned. In addition, we control the entire process, from development through production to delivery. Quality on all fronts. Quality is the hallmark of all our activities. Our aim is always to supply a solution that exactly matches our customers’ specific wishes and demands. We therefore pay particular attention to the underlying processes. The quality of our organization, production processes and logistics system is carefully monitored. We conform to the highest international safety standards. Furthermore, we consistently strive to improve our own performance. That is why we work intensively with internationally-recognized testing and development laboratories. The superiority and consistent quality of all our products are ensured by robotic and automated production processes, as well as in house galvanization. II 2 Brief description of the RINGSCAFF modular scaffold system The Scafom Ringscaff System Scaffold is a modular System that combines the speed of erection of a system scaffold with the flexibility of traditional scaffolding systems. The Ringscaff system consists of modular components such as vertical standards, horizontal ledgers and transoms and vertical diagonals that can be connected to a fixed rosette in various positions. All modular components are developed and tested, defining SWL data with at a 4:1 safety factor, which means the products equal or are stronger then the OSHA standards of light, medium and heavy duty loads. With this system you are able to create safe working platforms for all load classes, such as light, medium and heavy up to 75 lbs/ft2. To protect the system against corrosion, all components have been hot dip galvanized, according to ISO 1461. The Ringscaff system is used worldwide and has been approved in many different countries. In Europe the system has official approvals from the German Institute for Building Technology: DIBT, the Swedish Institute: SP and the Spanish institute AENOR. In England the system has been audited by the NASC. (D) (S) (E) (UK) Bauaufsichtliche Zulassung Z-8.22-869 This product catalogue has been set up for the people who build and work with the Ringscaff system. It helps them to identify the basic components to prepare the standard, basic scaffold structures safely and efficiently. Additionally on the product datasheets all necessary engineering data per component is given. Note: Erection, changing and dismantling of the Ringscaff scaffold system should only be carried out by or under the supervision of a competent person who is familiar with the system. Please check the comprehensive technical product manual for further guidance or consult your technical services department for further advice. Damaged components should not be used to erect a system scaffold. The condition of the parts needs to be checked visually during erection of the scaffold. If parts look worn or are damaged they should not be used, but sent back to the branch depot for replacement. Information given in this document is specific to equipment of the “Ringscaff 2005”, modular scaffold system, production started from 2005. Safe working loads are defined / calculated at a 4:1 safety factor on failure / collapse. III 3 Engineering specifications of main components System Ringscaff Application For engineering of project applications, the data on the strength, stiffness and stability of the scaffold construction is needed. The rigidity of the Ringscaff node point and the load bearing capacity of several Ringscaff components is described on these pages. The RINGSCAFF prefabricated modular scaffold system is manufactured with high-grade steel parts. The tubes of the main components, i.e. verticals and ledgers, can be indicated as: Outer diameter: 48.3mm 1.90” Wall thickness: 3.20mm 0.125” Yield strength: > 320 N/mm2 50,000 psi Ultimate strength: > 430 N/mm2 63,000 psi Area: 453mm2 0.702 inch2 Moment of Inertia: 115857mm2 0.278 inch4 Section modulus: 4797mm3 0.293 inch3 Radius of Gyration: 16mm 0.630 inch The characteristic values for the node point are defined in the German National Technical Approval no. Z-8.22-869 for RINGSCAFF; Note: these values are still to be divided by a Factor of Safety Connection cross-section force Bending moment My,R,d [kNcm] ± 120.0 Vertical shear force Vz,R,d [kN] ± 30.8 Bending moment Mz,R,d [kNcm] ±50.0 Horizontal shear force Vy,R,d [kN] ± 15.9 Normal force NR,d [kN] ± 38.5 IV 4 Content Ringscaff datasheets " L " " X " 5 ( 1 / 5 " ) 38 (1 1/2'') 150 (6") 1 5 0 ( 6 " ) Surface treatment: Hot dip galvanized Load capacities FOS 4:1 Product number Description Total length " L " (mm / ft)Height variability " X " (mm / ft)Weight (kg / lbs) E02RS0005 RS Basejack 2'600 / 2'40 - 450 / 1 3/4'' - 18''4.0 / 8.8 Centric vertical load (no horizontal load) " X " (mm/ft)Safe Working Load (kN/lbs) 450/1'6"42.5/9554 Product Datasheet reference: System Item Application PDS Basejack 0001NA-02 Ringscaff Basejack The basejack is used to adjust the height of a Ringscaff scaffold and to level out the scaffold. page 1 / 1 www.scafomnorthamerica.com 1 7 8 0 ( 2 ' 7 " ) " X " 38 (1 1/2'') variable 150 (6") 15 0 ( 6 " ) a Surface treatment: Hot dip galvanized Load capacities Remark:When used on a slope a > 5%, always fix a baseplate to mudsill FOS 4:1 Product number Description Total length (mm/ft)Height variability " X " (mm/ft)Weight (kg/lbs) E02RS0008 RS Swivel basejack 2'7''780/2'7"90 - 580/3.5" - 1'11"5.7/12.6 Centric vertical load (no horizontal load)Safe Working Load (kN/lbs) All extension lengths 38,7/8700 Product Datasheet reference: System Item Application PDS Swivel basejack 0002NA-02 Ringscaff Swivel basejack Swivel basejacks are used to adjust the height of a Ringscaff scaffold on a sloped subsoil. page 1 / 1 www.scafomnorthamerica.com 2 1 0 0 ( 4 " ) 48,3 (2") 7 0 ( 2 5 / 8 " ) 60,3 (2 5/16") 1 8 5 ( 7 " ) Surface treatment: Hot dip galvanizedFor data on SWL on legs, see Ringscaff Standards Product number Description Weight (kg/lbs) E04RS0002 Base collar 1.5/3.3 Product Datasheet reference: System Item Application PDS Base collar 0003NA-02 Ringscaff Base Collar The base collar with a single rosette is placed over the base jack and enables an easy base out of the scaffold. page 1 / 1 www.scafomnorthamerica.com 3 3 0 0 0 ( 9 ' 9 " ) 2 0 0 0 ( 6 ' 6 " ) 1 5 0 0 ( 4 ' 6 " ) 1 0 0 0 ( 3 ' 3 " ) 5 0 0 ( 1 ' 8 " ) A 1 0 0 ( 4 " ) 5 0 0 ( 1 ' 8 " ) 12 (1/ 2 " ) A Surface treatment: Hot dip galvanized Product number Description Length "L" (mm/ft)Weight (kg/lbs) E04RS0005 Standard with spigot 0,500m 500/1'8"3.4/7.5 E04RS0030 Standard with spigot 1,000m 1000/3'3"5.8/12.8 E04RS0055 Standard with spigot 1,500m 1500/4'6"8.2/18.1 E04RS0071 Standard with spigot 2,000m 2000/6'6"10.6/23.4 E04RS0096 Standard with spigot 3,000m 3000/9'9"15.4/34 Product Datasheet reference: System Item Application PDS Standards with spigot 0004NA-02 Ringscaff Standard with spigot The standard with spigot is used as vertical to transmit load to the ground. page 1 / 2 www.scafomnorthamerica.com 4 L i f t h e i g h t Load capacities Notes: The above mentioned load capacities for standards are indicating values. The vertical load capacity for standards depends on several factors such as: - Application (facade / support scaffold)- Lift height of the platforms- Influence of horizontal loads- Bracing and anchoring pattern- Use of side brackets Standards are manufactured with a pressed spigot. These standards are not to be used for suspending constructions. For detailed information consult the Ringscaff Technical Manual and the engineering specifications. FOS: 4:1 Lift height (mm/ft)Safe Working Load (kN/lbs) 1500/4'6"26,0/5845 2000/6'6"17,7/3979 Product Datasheet page 2 / 2 www.scafomnorthamerica.com reference:PDS Standards with spigot 0004NA-02 Standard with spigotItem 5 " L " P U Surface treatment: Hot dip galvanized Load capacities (Safe Working Load) FOS: 4:1 Product number Description System length " L " (mm/ft)Weight (kg/lbs) E04RS0244 RS Ledger 2'2"650/2'2"2.8/6.2 E04RS1043 RS Ledger 2'9"880/2'9"3.5/7.7 E04RS0023 RS ledger 3'914/3'3.7/8.1 E04RS0221 RS Ledger 3'6"1065/3'6"4.3/9.5 E04RS0480 RS Ledger 3'10"1150/3'10"4.6/10.1 E04RS0042 RS Ledger 4'3''1286/4'3''5.1/11.2 E04RS0058 RS Ledger 5'2"1572/5'2"6.1/13.4 E04RS0079 RS Ledger 7'2131/7'8.1/17.9 E04RS0086 RS Ledger 8'6''2572/8'6''9.6/18.1 E04RS0105 RS Ledger 10'3048/10'11.3/24.9 System length " L " (mm/ft)Point load in the middle(kN/lbs) Uniformly distributed load (kN/m1)/(lbs/ft1) 650/2'2"4.6/1034 12.4/849.6 880/2'9"3.6/809 8.8/603 914/3'3.4/764 8.2/561.9 1065/3'6"3.0/687 5.7/390.6 1150/3'10"2.8/638 5.2/536.3 1286/4'3''2.6/584 4.1/280.9 1572/5'2"2.2/510 2.9/198.7 2131/7'1.7/382 1.7/116.5 2572/8'6''1.4/315 1.2/82.2 3048/10'1.3/292 0.9/61.6 Product Datasheet reference: System Item Application PDS Ledgers 0005NA-06 Ringscaff Ledgers Ledgers are used as horizontals to connect standards and to transmit load from platforms to standards. page 1 / 2 www.scafomnorthamerica.com 6 Load capacities, assembled (allowable load class) Steeldecks in parallel direction Load classes according to OSHA standards of Light, Medium and Heavy duty loads. 1) Light 25 lb/ft2 2) Medium 50 lb/ft2 3) Heavy 75 lb/ft2 Selfweight of 6.27 lb/ft2 is taken into account System length(mm/ft) Deck length (mm/ft) 880/2'9"1065/3'6"1150/3'10"1286/4'3''1572/5'2"2130/7'2572/8'6''3048/10' 650/2'2"Heavy Heavy Heavy Heavy Heavy Heavy Heavy Heavy 880/2'9"Heavy Heavy Heavy Heavy Heavy Heavy Medium Medium 914/3'Heavy Heavy Heavy Heavy Heavy Medium Medium Light 1065/3'6"Heavy Heavy Heavy Heavy Medium Light Light Light 1150/3'10"Heavy Heavy Heavy Heavy Medium Light Light Light 1286/4'3''Heavy Medium Medium Medium Light Light -- 1572/5'2"Heavy Light Light Light Light --- 2131/7'Light ------- 2572/8'6''-------- 3048/10'-------- Steeldecks in perpendicular direction (checkerboard) Load classes according to OSHA standards of Light, Medium and Heavy duty loads. 1) Light 25 lb/ft2 2) Medium 50 lb/ft2 3) Heavy 75 lb/ft2 Selfweight of 6.27 lb/ft2 is taken into account System length(mm/ft) Deck length (mm/ft) 880/2'9"1065/3'6"1150/3'10"1286/4'3''1572/5'2"2130/7'2572/8'6''3048/10' 650/2'2"Heavy Heavy Heavy Heavy Heavy Heavy Heavy Heavy 880/2'9"Heavy Heavy Heavy Heavy Heavy Heavy Heavy Heavy 914/3'Heavy Heavy Heavy Heavy Heavy Heavy Heavy Heavy 1065/3'6"Heavy Heavy Heavy Heavy Heavy Heavy Medium Medium 1150/3'10"Heavy Heavy Heavy Heavy Heavy Heavy Medium Medium 1286/4'3''Heavy Heavy Heavy Heavy Heavy Medium Light Light 1572/5'2"Heavy Heavy Heavy Heavy Medium Light Light - 2131/7'Medium Light Light Light Light -- 2572/8'6''Light Light - 3048/10'------ Product Datasheet page 2 / 2 www.scafomnorthamerica.com reference:PDS Ledgers 0005NA-06 LedgersItem 7 "L" UP Surface treatment: Hot dip galvanized Load capacities (Safe Working Load) FOS: 4:1 Product number Description System length "L" (mm/ft)Weight (kg/lbs) E04RS0367 Double ledger 7'2131/7'0"12.1/26.7 E04RS0234 Double ledger 8'6''2572/8'6''14.7/32.4 E04RS0366 Double ledger 10'3048/10'0"17.1/37.7 System length (mm)" L "Point load in the middle(kN/lbs) Uniformly distributed load (kN/m1)/(lbs/ft1) 2131/7'0"6.1/1371 5.9/404 2572/8'6''5.1/1146 4.1/281 3048/10'0"4.3/966 2.9/199 Product Datasheet reference: System Item Application PDS Double ledgers 0006NA-03 Ringscaff Double ledger The double ledger is used as horizontal to connect standards and to transmit load from platforms and steeldecks to the standards. page 1 / 1 www.scafomnorthamerica.com 8 min. 100 (4") max. 200 (8") max 20 (3/4") max 300 (1') A A " L " A-A u Surface treatment: Hot dip galvanized Load capacities (Safe Working Load) FOS: 4:1 Product number Description System length "L" (mm/ft)Weight (kg/lbs) E04RS0542 Intermediate transom 3'9''1150/3'9''5.8/12.7 E04RS0067 Intermediate transom 5'2"1572/5'2"7.4/16.3 E04RS0369 Intermediate transom 7'2131/7'9.5/20.9 System length " L " (mm/ft) Uniformly distributed load (kN/m1)/(lbs/ft1) 1150/3'9''4.2/287.8 1572/5'2"2.2/150.7 2131/7'1.2/82.2 Product Datasheet reference: System Item Application PDS Intermediate transom 0007NA-03 Ringscaff Intermediate transom The intermediate transom reduces the span of wooden scaffold boards in a scaffold bay. page 1 / 1 www.scafomnorthamerica.com 9 "L" 2 0 0 0 / 6 ' 6 " Surface treatment: Hot dip galvanizedFOS: 4:1 Product number Description System length "L" (mm/ft)Weight (kg/lbs)Max. compression load (kN/lbs)Max. tension load (kN/lbs) E04RS0220 Vertical brace 1065 1065/3'6"7.5/16.5 5.3/1191 6/1348 E04RS0481 Vertical brace 1150 1150/3'10"7.5/16.5 5.1/1146 6/1348 E04RS0065 Vertical brace 1572 1572/5'2"8.2/18.1 4.6/1034 6/1348 E04RS0140 Vertical brace 2131 2131/7'9.1/20.1 3.7/831 6/1348 E04RS0106 Vertical brace 3048 3048/10'11/24.3 2.6/584 6/1348 Product Datasheet reference: System Item Application PDS Vertical brace 2,0m lift 0008NA-02 Ringscaff Vertical brace 2.0m/6'7" lift The vertical braces are used to increase the vertical stiffness of the scaffold. page 1 / 1 www.scafomnorthamerica.com 10