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AMG and Associates Inc (Change Order 88)
City of Rancho Palos Verdes Department of Public Works 30940 Hawthorne Blvd, Rancho Palos Verdes, CA 90275 (310)544-5252 CHANGE ORDER MEMORANDUM TO: RAMZI AWWAD, DIRECTOR OF PUBLIC WORKS FROM: ALAN BRAATVEDT, SUNBEAM CONSULTING DATE: FEBRUARY 26, 2024 SUBJECT: LADERA LINDA COMMUNITY PARK CONSTRUCTION CHANGE ORDER NUMBER: 88 (PCO 04R5) Description of Construction Change Order In accordance with ASI 05 and ASI 06 - modify the design model for metal framework associated with the roll up doors at different locations around the building to eliminate dimensional conflicts with installing the security roll up doors to the building frame. Justification It was discovered during the construction of the main building’s steel frame that a dimensional conflict/clash existed in the contract documents between the building’s outer perimeter of steel framing and the security roll-up doors to be installed after completion of the steel frame. As a result, ASI nos. 05 and 06 were issued to resolve the above-described dimensional conflict, via resizing of support beams and framing at the building door openings. However, the ASIs dictated extra work (labor, equipment, and materials) that was not accounted for in the original contract drawings or the contractor’s associated bid. As a result, a change order is necessary to account for the changes to the plans and the associated additional cost. The majority of the costs were associated with detailing (design for fabrication) expenses to implement the changes. However, the contractor had already procured some of the materials. There was also a limited amount of installation that commenced before the above-described conflict/clash was discovered. As part of the initial change order negotiation process, the Contractor issued four revisions to their PCO, wherein the City maintained its position that the prices being submitted (prior to PCO 04R5) were not reasonably priced or reflective of the City’s share of merit to the change order. Specifically, they City did not think the steel framing fabricator accounted for the extra steel framing material allowance provided in the contract, and that the hours being charged for additional steel framing detailing were excessive. DocuSign Envelope ID: 7E32D4F2-403C-47C2-AF3C-CBBD425C6BDC City of Rancho Palos Verdes Department of Public Works 30940 Hawthorne Blvd, Rancho Palos Verdes, CA 90275 (310)544-5252 In efforts to agree on the conditions of this change order, a meet and confer meeting was held on January 30th, 2024 to establish each party’s share of merit and associated cost for the change order. As an outcome of the meeting and as reflected in PCO 04R5, the following agreements were made: 1) Contractor would revise their proposal confirming that the steel framing subcontractor account for the additional steeling framing material allowance provided for in the contract; resulting in a zero material cost for rollup door supports and associated welding. 2) Contractor would reduce hours related to drafting the steel framing fabrication drawings. Cost Analysis A detailed breakdown of labor and equipment was provided by the subcontractor Trussworks International for a total cost of $11,231.00. Reference attached Contractor’s PCO. The subcontractor’s quote has been redlined to reflect the outcome of the meet & confer process. AMG listed the cost of $11,231.00 and added 7% Overhead, 1.5% Insurance, and 1% Bond markups for a total of $12,307.50. SunBeam has estimated the cost of this proposed work and determined that the proposed costs from AMG, after removing material costs (as agreed via the above- described meet & confer process) are within 8% of SunBeam’s estimated cost. SunBeam recommends that the City authorize the costs proposed by AMG. Schedule Analysis As this change order is being authorized long after the authorized completion date for the overall project, a schedule analysis has not been performed by SunBeam for this scope of work. An analysis of the schedule impact of this work will be addressed for this work as part of a meet and confer process for overall completion of the project. This approach is consistent with the changes to the standard change order provisions as approved by the City Attorney. Attachments: Construction Contract Change Order Form Construction Contract Change Order Summary Sheet Contractor’s Change Order Proposal Independent Cost Analysis DocuSign Envelope ID: 7E32D4F2-403C-47C2-AF3C-CBBD425C6BDC Modify steel framing around the main building’s perimeter to eliminate dimensional conflicts with installing the security roll up doors. In accordance with ASI 05 and ASI 06 - modify and add steel framing around the main building’s perimeter to eliminate dimensional conflicts with installing the security roll up doors. In accordance with ASI 05 and ASI 06 - modify the design model for metal framework associated with the roll up doors at different locations around the building to eliminate dimensional conflicts with installing the security roll up doors to the building frame. DocuSign Envelope ID: 7E32D4F2-403C-47C2-AF3C-CBBD425C6BDC DocuSign Envelope ID: 7E32D4F2-403C-47C2-AF3C-CBBD425C6BDC 4/16/2024 4/16/2024 4/19/2024 8405 44 0 0 11 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 CO#23 $4,094.67 Working Days 02/23/23 CO#24 $19,573.51 Working Days 03/07/23 CO#21 $10,075.07 Working Days 02/21/23 CO#22 $3,178.42 Working Days 02/22/23 CO#19 $17,562.82 Working Days 02/09/23 CO#20 $3,679.17 Working Days 02/16/23 CO#17 $12,582.87 Working Days 02/03/23 CO#18 $16,546.62 Working Days 02/09/23 CO#15 -$3,117.01 Working Days 01/17/23 CO#16 $59,788.90 Working Days 02/02/23 CO#13 $0.00 Working Days 12/30/22 CO#14 -$20,112.42 Working Days 12/30/22 CO#11 $33,868.27 Working Days 12/01/22 CO#12 $9,052.32 Working Days 12/01/22 CO#10 $42,918.80 Working Days 11/09/22 CO#8 $6,437.02 Working Days 09/27/22 CO#9 $1,818.52 Working Days 11/09/22 CO#6 $824.34 Working Days 09/01/22 CO#7 $10,202.36 Working Days 09/27/22 CO#4 $8,558.42 Working Days 09/01/22 CO#5 -$5,378.25 Working Days 09/01/22 CO#2 $12,628.58 Working Days 08/09/22 CO#3 $53,526.25 Working Days 08/31/22 CO#1 $54,534.52 Working Days 05/27/22 ORIGINAL COMPLETION DATE:07/27/23 TOTAL SCHEDULE CHANGE ORDERS:Working Days NEW CONTRACT COMPLETION DATE:08/24/23 TOTAL CHANGE ORDERS COST:$1,025,405.74 REVISED CONTINGENCY AMOUNT:$1,208,194.98 NEW CONTRACT AMOUNT:$14,746,405.74 REMAINING CONTINGENCY AMOUNT:$182,789.24 CHANGE ORDER NUMBER COST AMOUNT SCHEDULE EXTENSION DATE ORIGINAL CONTRACT AMOUNT:$13,721,000.00 ORIGINAL CONTINGENCY AMOUNT: PREPARED BY:JAMES O'NEILL CONTRACTOR NAME:AMG & Associates, Inc. CONTRACT NUMBER:FY2022-050 $1,029,075.00 CONSTRUCTION CHANGE ORDER SUMMARY SHEET PROJECT NAME:Ladera Linda Community Park DATE:02/24/24 PROJECT CODE: PURCHASE ORDER NUMBER:20220215 ACCOUNT NUMBER:330-400-8405-8403 DocuSign Envelope ID: 7E32D4F2-403C-47C2-AF3C-CBBD425C6BDC 4/17/2024 0 0 0 0 0 0 0 0 0 0 2 0 0 0 0 0 0 0 0 0 0 0 6 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 24 0 0 0 0 0 0 0 0 0 0 0 0CO #79 $4,979.68 Working Days 02/12/24 CO #77 $7,240.93 Working Days 02/12/24 CO #78 $7,616.16 Working Days 02/12/24 CO #75 $11,058.04 Working Days 02/12/24 CO #76 $5,111.88 Working Days 02/12/24 CO #73 $1,376.77 Working Days 02/12/24 CO #74 $4,408.47 Working Days 02/12/24 CO #71 $9,892.05 Working Days 02/12/24 CO #72 $10,556.39 Working Days 02/12/24 CO #69 $4,599.28 Working Days 02/12/24 CO #70 $5,364.69 Working Days 02/12/24 CO #67 $36,343.87 Working Days 02/12/24 CO #68 $3,203.68 Working Days 02/12/24 CO #65 $251.55 Working Days 02/12/24 CO #66 $47,423.41 Working Days 02/12/24 CO #63 $690.91 Working Days 02/12/24 CO #64 $2,200.00 Working Days 02/12/24 CO #61 $5,590.13 Working Days 01/11/24 CO #62 $2,674.08 Working Days 02/12/24 CO #59 $8,890.83 Working Days 01/02/24 CO #60 $9,524.04 Working Days 01/10/24 CO #57 $8,575.63 Working Days 12/28/23 CO #58 $982.98 Working Days 12/28/23 CO #55 -$19,277.91 Working Days 12/14/23 CO #56 -$35,244.14 Working Days 12/21/23 CO #53 -$2,446.03 Working Days 12/05/23 CO #54 $1,807.98 Working Days 12/05/23 CO #51 -$44,040.60 Working Days 10/10/23 CO #52 $6,575.10 Working Days 10/12/23 CO #49 -$3,253.37 Working Days 10/10/23 CO #50 $246.57 Working Days 10/10/23 CO #47 $0.00 Working Days 10/10/23 CO #48 $0.00 Working Days 10/10/23 CO #45 $35,792.08 Working Days 10/10/23 CO #46 -$6,270.83 Working Days 10/10/23 CO #43 $1,647.09 Working Days 08/24/23 CO #44 $23,867.61 Working Days 08/29/23 CO #41 $630.12 Working Days 07/26/23 CO #42 $6,466.62 Working Days 08/03/23 CO #39 $24,530.09 Working Days 07/25/23 CO #40 $11,002.33 Working Days 07/26/23 CO # 37 $3,561.51 Working Days 06/16/23 CO #38 $23,527.90 Working Days 07/12/23 CO #35 $3,765.15 Working Days 06/08/23 CO #36 $697.56 Working Days 06/16/23 CO #33 $10,095.54 Working Days 05/31/23 CO #34 $179,119.98 Working Days 06/08/23 CO#31 $2,104.03 Working Days 05/18/23 CO#32 $2,291.43 Working Days 05/19/23 CO#29 $1,055.31 Working Days 05/09/23 CO#30 $3,682.06 Working Days 05/18/23 CO#27 $136,226.21 Working Days 05/03/23 CO#28 $10,819.96 Working Days 05/05/23 CO#25 $8,909.82 Working Days 04/06/23 CO#26 $21,061.12 Working Days 04/25/23 CHANGE ORDER NUMBER COST AMOUNT SCHEDULE EXTENSION DATE DocuSign Envelope ID: 7E32D4F2-403C-47C2-AF3C-CBBD425C6BDC 0 0 0 0 0 0 0 0 0 CO #87 $4,895.73 Working Days 02/12/24 CO #88 $12,307.50 Working Days 02/24/24 CO #85 $8,985.97 Working Days 02/12/24 CO #86 $8,604.89 Working Days 02/12/24 CO #83 $8,438.05 Working Days 02/12/24 CO #84 $14,145.08 Working Days 02/12/24 CO #81 $1,532.95 Working Days 02/12/24 CO #82 $4,861.51 Working Days 02/12/24 CO #80 $1,284.55 Working Days 02/12/24 CHANGE ORDER NUMBER COST AMOUNT SCHEDULE EXTENSION DATE DocuSign Envelope ID: 7E32D4F2-403C-47C2-AF3C-CBBD425C6BDC AMG & Associates Inc. 26535 Summit Circle Santa Clarita, California 91350 Phone: (661) 251-7401 Project: 01-22-157 - Ladera Linda Community Center and Park 32201 Forrestal Dr. Rancho Palos Verdes, California 90275 Prime Contract Potential Change Order #004: CE #009 - Bulletin ASI #005 - Roll Up Door Revisions TO: City of Rancho Palos Verdes 30940 Hawthorne Blvd. Rancho Palos Verdes, California 90275 FROM: AMG & Associates, Inc. 26535 Summit Circle Santa Clarita, California 91350 PCO NUMBER/REVISION: 004 / 5 CONTRACT:City Project No. 8405 - Ladera Linda Community Park Project REQUEST RECEIVED FROM: John Henin (TrussWorks International, Inc.) CREATED BY: Christopher Tumasone (AMG & Associates, Inc.) STATUS: Pending - In Review CREATED DATE: 6/10/2022 REFERENCE: PRIME CONTRACT CHANGE ORDER: None FIELD CHANGE: No LOCATION: ACCOUNTING METHOD: Amount Based SCHEDULE IMPACT: PAID IN FULL: No EXECUTED:No SIGNED CHANGE ORDER RECEIVED DATE: TOTAL AMOUNT: $12,307.50 POTENTIAL CHANGE ORDER TITLE: CE #009 - Bulletin ASI #005 - Roll Up Door Revisions CHANGE REASON: ASI #5 R1 POTENTIAL CHANGE ORDER DESCRIPTION: (The Contract Is Changed As Follows) CE #009 - Bulletin ASI #005 R1 This change event covers the cost for ASI#5. See ASI #5 attached for details. Material breakdown, locations of the altered roll up door connections and an overlay showing changes completed after receiving the ASI from the design team. R5 package submitted on 2/19/2024 without extra material costs. Detailing revised down to 40 hours. New total for labor: $10,252 ATTACHMENTS: PCO #004 R5 ASI 005 Roll Up Door Revisions.pdf , PCO #004R3 Roll Up Door Posts.pdf , PCO 004 R2.pdf , PCO #004 ASI #5 R1.pdf , COR501 - ASI #5 Changes (R2).pdf , ASI 5 R1 Rollup door posts 051922.pdf #Budget Code Description Amount 1 05-100.S Structural Metals.Commitment detailing costs per ASI #5 R1 $11,231.00 Subtotal:$11,231.00 Overhead (7.00% Applies to all line item types.):$786.17 Insurance (1.50% Applies to all line item types.):$168.47 Bonding (1.00% Applies to all line item types.):$121.86 Grand Total:$12,307.50 City of Rancho Palos Verdes AMG & Associates, Inc. 30940 Hawthorne Blvd. 26535 Summit Circle Rancho Palos Verdes, California 90275 Santa Clarita, California 91350 ProcoreArchitectSignHere ProcoreArchitectSignedDate ProcoreOwnerSignHere ProcoreOwnerSignedDate ProcoreGeneralContractorSignHere ProcoreGeneralContractorSignedDate SIGNATURE DATE SIGNATURE DATE SIGNATURE DATE AMG & Associates Inc.Page 1 of 1 Printed On: 2/21/2024 08:26 AM PCO #004 see attached redlined subcontractor proposal DocuSign Envelope ID: 7E32D4F2-403C-47C2-AF3C-CBBD425C6BDC To:Date:12/13/22Chris Tumasone TWI Project #683AMG & Associates, Inc.Purchase Number Ladera Linda Community Park Cost Reference For:ASI #5 , ASI #630940 Hawthorne Blvd Other Ref.: Phone Rancho Palos Verdes, CA90275 Site Fax:CHANGE ORDER REQUEST NO.:COR503 Description of Work: CAT Qty.Unit Material Description Unit Cost C/C Extension 1 lot Additional material for rollup doors supports 4,203.46$ 0 4,203.46$ 1 lot Welding wire 250.00$ 0 250.00$ 0 -$ 0 -$ 0 -$ 0 -$ 0 -$ Subtotal Material Cost:4,453.46$ Sales Tax:10.25%456.48$ Subtotal:4,909.94$ Mark Up:10.00%490.99$ Material Total:5,400.94$ CAT Qty.Unit Labor Description Unit Cost C/C Extension 56 hours Detailing / Engineering 120.00$ 0 6,720.00$ 0 -$ 16 hours Fabrication (Workshop)95.00$ 0 1,520.00$ 0 -$ 24 hours Installation (Field Work)125.00$ 0 3,000.00$ 0 -$ Subtotal Labor Cost:11,240.00$ Mark Up:10.00%1,124.00$ Labor Total:12,364.00$ CAT Qty.Unit Equipment Description Unit Cost C/C Extension 8 hours Allowance for Welding Rig 25.00$ 0 200.00$ 8 hours Allowance for Scissorlift/Boomlift 35.00$ 0 280.00$ 0 Allowance for additional Installation equipment 0 -$ Subtotal Equip. Cost:480.00$ Sales Tax:10.25%49.20$ Subtotal:529.20$ Mark Up:10.00%52.92$ Equipment Total:582.12$ CAT Qty.Unit Miscellaneous Description Unit Cost C/C Extension Hour Small Tools & Consumables 2.35$ 1468 -$ Hour Company Truck 5.00$ 2015 -$ Day Travel Expenses (Subsistence / Zone Pay)2216 -$ Hour Fabrication Equipment / Machinery 3.40$ 1923 -$ 1 Lot Delivery Charge 360.00$ 2014 360.00$ Lot Fuel Surcharge 50.00$ 2017 -$ Lot Loss of Productivity -$ 3010 -$ 0 -$ 360.00$ Mark Up:10.00%36.00$ Misc. Total:396.00$ TWI Trussworks International, Inc. Name & Title: John Henin -PM Total Tax included above:1610 505.68$ 18,743.06$ Bond:0.00%-$ ACCEPTED BY: TOTAL COR (Rounded)18,743$ Signature and Title ________________________________ SCHEDULE IMPACT:7 day(s) 909-461-3735 Per ASI #5 received on 05/23/2022, extra detailing works due to the columns location changes , for updating the software structural steel model , removing clashes , updatinig the extracted drawings and revising the output . and extra material (Primed only) for updated detail 5/A4.31 profile changed from one angle to two plates 5/16 @ two columns changed from HSS 4*4 to HSS 8*4 as per comments in 683-603 - main steel submittal response Misc. Subtotal Cost: Trussworks International INC. 1275 E Franklin Ave Pomona, CA 91766 John Henin 909-461-3112 40 4,800 9,320 10,252 932 $11,231 Redlined to reflect agreements of the 1/30/24 meet & confer meetingDocuSign Envelope ID: 7E32D4F2-403C-47C2-AF3C-CBBD425C6BDC Material Breakdown List 4,203.46$ Unit Price Item Profile L (ft) W (ft) t (ft)Qty Unit weight (lb) Total Weight Price 2.05$ Plate (4/A4.31)6X5/16 10.00 3.40 0.03 4 490.00 1737 3,561.36$ 2.05$ Deleted angle 5x5x5/16 10.00 1.00 1.00 -2 10.30 -206 (422.30)$ 35.00$ Primer 1.00 1.00 1.00 1 1.00 1 35.00$ 1.95$ HSS Posts 8x4x1/2 14.00 1.00 1.00 2 492.00 984 1,918.80$ 1.95$ HSS Posts 4x4x1/2 14.00 1.00 1.00 -2 246.00 -492 (959.40)$ 35.00$ Primer 1 1.00 1.00 1.00 3 1.00 2 70.00$ DocuSign Envelope ID: 7E32D4F2-403C-47C2-AF3C-CBBD425C6BDC D D D D D D D D T TT T D D D D D D D D LKJHG 3 A3.01 1 3 A3.12 1 A3.13 A5.05 3A 3D 3C 3B A5.06 3C A5.06 4C A5.06 1C 3D 3A 3B 4D 4A 4B 1D 1A 1B 2 A5.24-XX 2A 2B 2C 2D M 1 4 2 A3.12 4 A3.12 A5.06 2A 2B 2C 2D A5.07 1B 1A 1D 1C A3.03 14 15 864 SF CLASSROOM 1 107 148 SF KITCHENETTE 103 127 SF STORAGE 1 105 883 SF MULTIPURPOSE 1 101 77 SF VEST 1 106 77 SF VEST 2 104 11 ' - 8 5 / 1 6 " 29 ' - 1 1 5 / 8 " 11 ' - 7 1 5 / 1 6 " LA 4 G. I .G 4 G I LA 4 T. I .X 4 G I .X 4 G I X 6 T E X 6 T E .G 4 T I .X 4 LA I .X 4 LA I .X 4 LA I 103 105 X 6 T E .X 4 L I X 6 T E .X 4 L I LA 4 G. I X 6 T E X 6 T E .X 4 L I .X 4 L I LA 4 T. I LA 4 T. I .G 4 T I .X 4 L I .X 4 L I .X 4 L I .X 4 L I .X 1.6 G I .X 4 G I .X 1.6 G I 101.3 101.2 LOADING ZONE 24' - 0"24' - 0"24' - 0"24' - 0"17' - 6" 113' - 6" 53 ' - 3 7 / 8 " A3.01 7 A5.06 5 5 A3.11 1 A8.13 2 A8.13 3 A8.13 4 A8.13 5 A8.13 / 1 A2 . 1 1 1 2 3 A3.01 2 A3.01 3 A3.01 4 A3.01 5 A4.31 7A4.30 4 A4.30 4 69 SF MDF 135 .X 1.6 G I .X 4 G I .X 4 G I .X 1.6 G I .X 1.6 G I.X 1.6 G I .X 1.6 G I .X 4 G I .X 4 G I .X 1.6 G I .X 4 G I .X 4 G I LA 4 G. I .X 1.6 G I .X 4 G I .X 1.6 G I .X 4 G I X 6 T E .X 4 G I .X 1.6 G I .X 1.6 G I .X 1.6 G I .X 1.6 G I .X 6 E E .X 6 E E X 6 T E .X 6 E E .X 1.6 G I .X 1.6 G I X 6 T E .X 1.6 G I .G 4 G I 104 101.1 106 102 107 104.2104.1 102.1 101 106.1 106.2 A8.25 3 A8.25 4 A8.25 6 A8.25 5 A8.24 1 4 10 A8.21 .G 4 G I .G 4 G I 905 SF MULTIPURPOSE 2 102 8 A8.11 A4.31 5 A4.31 2 A4.31 1A4.31 3 A4.31 5 A4.31 5 A4.31 5 A4.31 1 A4.31 4 22 ' - 2 1 / 2 " < 3 2 ' - 7 1 / 4 " 6 6 ' - 7 3 /8 " /3 = 2 2 ' - 2 1 /2 " 135 36 " 48" 18 " 60" 18 " 60" 36 " 48" 18 " 60" 48" 36 " 18 " 60" 48" 36 " WMP-1 A5.06 3F 5 .X 4 G I 12A 12A 12A .X 4 G I 12A 12A .X 4 G I .X 4 G I 12A 12A .X 4 G I .X 4 G I 12A 12A .X 1.6 L I CONCRETE SLAB 5" 12A .X 4 G I .X 4 G I 12A 12A FLOOR DRAIN PER PLUMBING IN GROUND LIGHT PER LIGHTING FLOOR BOX PER ELECTRICAL / TECHNOLOGY BIM LADERA LINDA COMMUNITY PARK PROJECT: CITY OF RANCHO PALOS VERDES: A r c h i t e c t u r e a n d U r b a n D e s i g n 5898 Blackwelder Street, Ground Floor Culver City, CA 90232 (Tel) 310-559-5720 (Fax) 310-559-8220 ARCHITECT CONSULTANTS . ARCHITECT'S / ENGINEER'S STAMP The drawings and specifications, ideas, designs, and arrangements are and shall remain the property of the architect. No part thereof shall be copied or used in connection with any work or project other than the specific project for which they have been prepared without the written consent of the architect. Visual contact with these drawings or specifications shall constitute evidence of acceptance of these restrictions. Written dimensions on these drawings shall have precedence over scaled dimensions. Contractor shall verify and be responsible for all dimensions and conditions on the job and this office must be notified of any variation from the dimensions and conditions shown by these drawings. Shop details must be submitted to this office for approval before proceeding with fabrication. © MDA Johnson Favaro 2017 CHECKED BY: No.Issue DRAWN BY: Date TITLE: SHEET: PROJECT #: SCALE:DATE: CITY APPROVALS PROJECT 32201 Forrestal Drive Rancho Palos Verdes, CA 90275 30940 Hawthorne Blvd. Rancho Palos Verdes, CA 90275 1/26/22 SIGNED 12/30/21 7/ 7 / 2 0 2 2 2 : 2 2 : 1 3 P M A2.12 ENLARGED FLOOR PLAN REF. SCALE:A2.12 A2.011/4" = 1'-0" ENLARGED PARTIAL FIRST FLOOR PLAN 1 N N m ag. north KEYNOTES KEY VALUE KEYNOTE TEXT 1 SKYFOLD DOORS WITH MIRROR FINISH AT JAMBS 2 CONTROL JOINT 3 PROJECTOR INSTALLED IN CEILING WITH DROP DOWN SCREEN 4 WMP-1 BEAST WIRE - WIRE MESH CAGE PARTITION 5 INTERIOR SAWCUT JOINT (TYP.) SEE 8A/A1.30 FOR DETAIL. ISSUES/REVISIONS 50%CD 06.01.21 PERMIT RESUBMITAL 12.28.21 2 2ND PERMIT RESUBMIT'L 1.26.22 3 BID ADDENDUM 1 02.01.22 12A ASI 12 7.6.22 AS I 1 2 A EXTERIOR GLAZING SYSTEM PER SCHEDULE DOOR TYPE L JAMB PAINTED TO MATCH MULLIONS CONTINUOUS 6x5/16 PLATE WELDED TO JAMB POST, PAINTED TO MATCH MULLIONS PLATE TO HSS1/4"3-12 HSS4X4 POST PER STRUCTURAL, PAINTED TO MATCH MULLIONS REF. SCALE:A4.31 A2.123" = 1'-0" COILING DOOR JAMB CORNER @ GLAZING 4 5A EXTERIOR GLAZING SYSTEM PER SCHEDULE DOOR TYPE L JAMB PAINTED TO MATCH MULLIONS CONTINUOUS 6x5/16 PLATE WELDED TO JAMB POST, PAINTED TO MATCH MULLIONS PLATE TO HSS1/4"3-12 HSS4X4 POST PER STRUCTURAL, PAINTED TO MATCH MULLIONS REF. SCALE:A4.31 A2.123" = 1'-0" COILING DOOR JAMB CORNER @ GLAZING 4 5A EXTERIOR GLAZING SYSTEM PER SCHEDULE 30'-45' OPENING 5 5/16" 5 3/4" PAINT ALL EXPOSED STEEL AND GUIDES TO MATCH MULLIONS REF. SCALE:A4.31 A2.123" = 1'-0"COILING DOOR JAMB CORNER @ GLAZING 4 EXTERIOR GLAZING SYSTEM PER SCHEDULE 30'-45' OPENING 5 5/16" 5 3/4" PAINT ALL EXPOSED STEEL AND GUIDES TO MATCH MULLIONS REF. SCALE:A4.31 A2.123" = 1'-0"COILING DOOR JAMB CORNER @ GLAZING 4 Roll-up door connection change locations DocuSign Envelope ID: 7E32D4F2-403C-47C2-AF3C-CBBD425C6BDC DESCRIPTION 04-20-2022 REV. CAT# DRAWN BY: CHECKED BY: SHEET NO. PROJECT: LADERA LINDA COMMUNITY PARK PROJECT ENG: ENGLEKRIK www.twifab.com E011LADERA LINDA FOR APPROVAL SJK DISTRIBUTION 1275 E.Franklin Ave Pomona, CA 91766 CUSTOMER: CITY OF RANCHO PALOS VERDES LOCATION: 32201 FORRESTAL DRIVE,CA 90275 Trussworks International JOB NO: DATE ARCH: JOHNSON FAVARO DESCRIPTION: EMBED PLAN & SECTIONS DATE DATE RR 04-25-22 T: 909-461-3112 F: 909-461-3735 A ------ 06-09-22B FOR RE-APPROVALEM002EM002W14x132W14x132W14x132W14x132W14x132W14x132W14x132W14x132W14x145W14x145W14x43W14x43W14x43W14x43W14x43W14x43W14x43W14x43W12x40EM002EM002EM002EM002HSS4x4x1/2HSS4x4x1/4HSS4x4x1/4HSS4x4x1/4HSS4x4x1/4HSS4x4x1/2HSS4x4x1/2HSS4x4x1/2HSS4x4x1/2HSS4x4x1/2HSS4x4x1/4HSS4x4x1/4HSS4x4x1/4HSS4x4x1/4HSS4x4x1/4HSS4x4x1/4HSS4x4x1/4HSS4x4x1/4HSS4x4x1/2HSS4x4x1/2EM001EM001EM001EM001EM001EM001EM001EM001EM001EM001EM002EM002EM002EM00224-0 24-0 24-0 24-024-0 24-0 11 - 8 5 /16 29 - 1 1 5 /8 11 - 8 12-6 1 /2 24-04-11 1 /2 24-0 9-1 1- 1 1 /4 8-4 1 /2 10-5 3 /4 11 5-3 3 /4 10 1 /2 6-4 3 /4 1- 8 1- 7 3 /4 1- 7 3 /4 7 11-6 3 /4 1- 7 3 /4 4-6 1 /4 1- 1 1 /2 1- 1 1 /2 1- 1 1 /2 1- 1 1 /2 1- 3 1- 3 9-1 1- 1 1 /4 8-4 1 /2 10-5 3 /4 4-6 1 /4 1- 1 1 /4 1- 1 1 /4 1- 8 5-3 3 /4 11-6 3 /4 6 1 /2 1- 8 10 1 /2 4-5 1 /2 1-11 1-11 6 1 /2 7 4-5 1 /2 C DA EB.1 B G 4 1 F 3 2 1.TOP OF EMBED PLATE ELEVATION: REFER PLAN SCALE-1:96 EMBED PLAN @ GROUND FLOOR REF:A/S2.01 JH KT.O.EMBED PL.EL:448-6T.O.EMBED PL.EL:448-6T.O.EMBED PL.EL:448-6T.O.EMBED PL.EL:448-6T.O.EMBED PL.EL:448-6T.O.EMBED PL.EL:448-6T.O.EMBED PL.EL:448-6T.O.EMBED PL.EL:448-6T.O.EMBED PL.EL:448-6T.O.EMBED PL.EL:448-6T.O.EMBED PL.EL:448-6T.O.EMBED PL. EL:448-6T.O.EMBED PL. EL:448-6T.O.EMBED PL. EL:448-6T.O.EMBED PL.EL:448-6T.O.EMBED PL.EL:448-6T.O.EMBED PL.EL:448-6T.O.EMBED PL.EL:448-6T.O.EMBED PL.EL:448-6T.O.EMBED PL.EL:448-6(TYP) 01 E011 6 1 /2 4 1 /2 SECTION01 E011 REF:A/S6.01 FOR PCMK REF PLAN REF PLAN HSS COLUMNNELSON STUDS W/(2)3 /4 "DIA.x8"LG. 3 /4 "THK.EMBED PLATE SCALE-1:12 GROUND FLOOR EL:448-0 T.O.EMBED PL. CL OF EMBED PL. L O F C O L U M N C L OF COLUMNC Submittal #607 Page 2 of 233 06/09/2022 DESCRIPTION 04-20-2022 REV. CAT# DRAWN BY: CHECKED BY: SHEET NO. PROJECT: LADERA LINDA COMMUNITY PARK PROJECT ENG: ENGLEKRIK www.twifab.com E011LADERA LINDA FOR APPROVAL SJK DISTRIBUTION 1275 E.Franklin Ave Pomona, CA 91766 CUSTOMER: CITY OF RANCHO PALOS VERDES LOCATION: 32201 FORRESTAL DRIVE,CA 90275 Trussworks International JOB NO: DATE ARCH: JOHNSON FAVARO DESCRIPTION: EMBED PLAN & SECTIONS DATE DATE RR 04-25-22 T: 909-461-3112 F: 909-461-3735 A ------ DIMENSION AS SHOWN IN CLOUD. PLEASE VERIFY ALL COLUMN LOCATINGW14x132W14x132W14x132W14x132W14x132W14x132W14x132W14x132W14x145W14x145W14x43W14x43W14x43W14x43W14x43W14x43W14x43W14x43W12x40HSS4x4x1/2HSS4x4x1/4HSS4x4x1/4HSS4x4x1/4HSS4x4x1/4HSS4x4x1/2HSS4x4x1/2HSS4x4x1/2HSS4x4x1/2HSS4x4x1/2HSS4x4x1/4HSS4x4x1/4HSS4x4x1/4HSS4x4x1/4HSS4x4x1/4HSS4x4x1/4HSS4x4x1/4HSS4x4x1/4HSS4x4x1/2HSS4x4x1/2EM001EM001EM001EM001EM001EM001EM001EM001EM001EM001EM001EM001EM001EM001EM002EM002EM002EM002EM002EM00224-0 24-0 24-0 24-024-0 24-0 11 - 8 30 - 0 11 - 8 12-6 1 /2 24-04-11 1 /2 24-0 8-11 13 /16 1- 1 5 /8 8-3 11 /16 10-4 3 /4 8 9/16 2-2 7 /8 5-3 13 /16 8 1 /2 6-5 13 /16 1- 6 3 /4 1- 6 1 /2 1- 6 1 /2 1- 6 1 /2 11-6 9/16 1- 6 1 /2 1- 6 1 /2 4-5 5 /16 1- 1 5 /8 1- 1 5 /8 1- 1 5 /8 1- 1 5 /8 1- 1 5 /8 1- 1 5 /8 8-11 13 /16 1- 1 5 /8 8-3 11 /16 10-4 3 /4 4-5 5 /16 1- 1 5 /8 1- 1 5 /8 1- 6 3 /4 2-2 7 /8 5-3 13 /16 1- 6 3 /4 11-6 9/16 1- 6 3 /4 1- 6 3 /4 8 1 /2 C DA EB.1 B G 4 1 F 3 2 1.TOP OF EMBED PLATE ELEVATION: REFER PLAN SCALE-1:96 EMBED PLAN @ GROUND FLOOR REF:A/S2.01 JH KT.O.EMBED PL.EL:448-6T.O.EMBED PL.EL:448-6T.O.EMBED PL.EL:448-6T.O.EMBED PL.EL:448-6T.O.EMBED PL.EL:448-6T.O.EMBED PL.EL:448-6T.O.EMBED PL.EL:448-6T.O.EMBED PL.EL:448-6T.O.EMBED PL.EL:448-6T.O.EMBED PL.EL:448-6T.O.EMBED PL.EL:448-6T.O.EMBED PL. EL:448-6T.O.EMBED PL. EL:448-6T.O.EMBED PL. EL:448-6T.O.EMBED PL.EL:448-6T.O.EMBED PL.EL:448-6T.O.EMBED PL.EL:448-6T.O.EMBED PL.EL:448-6T.O.EMBED PL.EL:448-6T.O.EMBED PL.EL:448-6(TYP) 01 E011 6 2 1 /2 2 1 /2 SECTION01 E011 REF:A/S6.01 FOR PCMK REF PLAN REF PLAN HSS COLUMNHEADED STUDS W/(2)3 /4 "DIA.x8"LG. 3 /4 "THK.EMBED PLATE SCALE-1:12 GROUND FLOOR EL:448-0 T.O.EMBED PL. CL OF COLUMN/EMBED PL. L O F C O L U M N / E M B E D P L . C PLEASE VERIFY. DocuSign Envelope ID: 7E32D4F2-403C-47C2-AF3C-CBBD425C6BDC LADERA LINDA JOB NO: FOR APPROVAL E0101 DESCRIPTION DATE LOCATION: 32201 FORRESTAL DRIVE,CA 90275 PROJECT: LADERA LINDA COMMUNITY PARK PROJECT 1275 E.Franklin Ave Pomona, CA 91766 Trussworks International DATE DESCRIPTION: ROOF FRAMING PLAN DATE T: 909-461-3112 F: 909-461-3735 ------ REV. SJK RR 04-20-2022 DISTRIBUTION ENG: ENGLEKRIK DRAWN BY: www.twifab.com SHEET NO. CAT# CUSTOMER: CITY OF RANCHO PALOS VERDES ARCH: JOHNSON FAVARO A CHECKED BY: 04-25-22 DIMENSION AS SHOWN IN CLOUD. PLEASE VERIFY ALL BEAM & COLUMN LOCATING ELEVATION AS SHOWN IN CLOUD. PLEASE VERIFY ALL TOP OF STEEL SIZE AS SHOWN IN CLOUD. PLEASE VERIFY ALL BEAM MATERIAL B006 W8x35 B006 W8x35 B006 W8x35 B006 W8x35 B006 W8x35 B006B002W8x35 B107 W8x35 B110 W8x35 B110 W8x35 B110 (EL: 463-5 1 /8 ) W8x35 B110 W8x35 B110 W8x35 B110 B008 W18x35 B010 W18x35 B014 W18x35 B017 W18x35 B019 B088 W18x35 B074 W18x35 B066 W18x35 B063B095W24x84 B10 5 W16 x 5 7 B00 1 W16 x 5 7 B08 9 W18 x 6 0 B06 4 W18 x 6 0 B06 7 W18 x 6 0 B08 3 W18 x 6 0 B007 (EL: 462-7 3 /16 ) W12x26 B007 (EL: 462-7 3 /16 ) W12x26 B007 (EL: 462-7 3 /16 ) W12x26 B007 (EL: 462-7 3 /16 ) W12x26 B016 (EL: 462-7 3 /16 )W12x26 B018 B109 (EL: 462-7 3 /16 ) W12x26 B109 (EL: 462-7 3 /16 ) W12x26 B109 (EL: 462-7 3 /16 ) W12x26 B114 (EL: 462-7 3 /16 ) W12x26 B109 (EL: 462-7 3 /16 ) W12x26 B116 B092 W14x22 B086 W14x22 B072 W14x22 B065 W14x22 B061 B071 W14x22 B071 W14x22 B091 W14x22 B065 W14x22 B085 W14x22 B060 B059 B060 B065 W14x22 B065 W14x22 B070 W14x22 B071 W14x22 B071 W14x22 B081 W14x22 B080 W14x22 B079 W14x22 B012 W18x50 B10 2 W12 x 2 6 B10 3 W12 x 2 6 B09 7 W12 x 2 6 B09 8 W12 x 2 6 B05 5 W14 x 2 2 B05 5 W14 x 2 2 B05 5 W14 x 2 2 B05 5 W14 x 2 2 B07 6 W14 x 2 2 B12 5 W14 x 2 2 B07 6 W14 x 2 2 B07 6 W14 x 2 2 B07 5 W18 x 5 0 B082 W18x50 B069 W14x22 B06 8 W14 x 2 2 B09 0 W12 x 2 6 B09 0 W12 x 2 6 B08 4 W12 x 2 6 B08 4 W12 x 2 6 B12 7 W14 x 2 2 B126 W14x22 B07 3 W14 x 2 2 B126 W14x22 B106 (EL: 463-5 1 /8 )(EL: 462-7 3 /16 ) W12x30 B08 7 W12 x 2 6 B08 7 W12 x 2 6 B09 3 W12 x 2 6 B09 3 W12 x 2 6 B09 4 W14 x 2 2 B069 W14x22C004W14x132C005W14x132C023W14x132C024 W14x132C002W14x145C021W14x145C008W14x43C026W14x43C006W14x43C025W14x43C003W14x43C022W14x43C001W12x40B09 6 W18 x 5 0 B00 9 W18 x 4 6 B00 9 W18 x 4 6 B01 3 W18 x 4 6 B01 1 W18 x 4 6 B00 9 W18 x 4 6 B00 5 W18 x 4 6 B104 (EL: 463-5 1 /8 ) W24x84 B101 (EL: 463-5 1 /8 ) W12x26 B100 (EL: 463-5 1 /8 ) W12x26 B099 (EL: 463-5 1 /8 ) W12x26 B004 (EL: 463-5 1 /8 ) W12x26 B10 8 W18 x 4 6 B11 1 W18 x 4 6 B11 1 W18 x 4 6 B11 3 W18 x 4 6 B11 2 W18 x 4 6 B11 1 W18 x 4 6C007HSS4x4x1/2C031 HSS4x4x 1 / C007 HSS4x4x 1 /2 C031 HSS4x4x 1 /2C019HSS4x4x1/4C019HSS4x4x1/4C019HSS4x4x1/4C019HSS4x4x1/4C019HSS4x4x1/4C019HSS4x4x1/4C019HSS4x4x1/4C019HSS4x4x1/4C018 HSS4x4x 1 /2C020HSS4x4x1/2B015 W12x26 B015 W12x26 M033 M014 HSS6x4x 1 /2M01 5 M018 HSS12x4x 5 /8 M033 HSS4x4x 1 /2 M01 5 B115 W12x26 B115 W12x26 M00 9 HS S 6 x 4 x 1 /2 M010 M010 M01 1 HS S 1 2 x 4 x 5 /8 M012 HSS8x4x 1 /4 M013 HSS8x4x 1 /4 M012 HSS8x4x 1 /4 M013 HSS8x4x 1 /4 M017 HSS12x4x 5 /8 M033 M016 HSS6x4x 1 /2 M033 M01 5 M01 5 B003 (EL: 463-5 1 /8 )(EL: 462-7 3 /16 ) W12x30 M005M005M005M007M005M005M007M005M005M007M005M005M007M005M005M007M005M006 M005M007 M005M005M005M007M005M005M007M005M005M007M005M007M005M005M005M006 M00 1 L6x6 x3/8 M00 2 M001 L6x6 x 3 /8 M002 B07 7 W12 x 1 9 B078 W12x19 21 - 8 3 E Q . S P A C E S @ 7 - 2 11 /16 5- 9 3 /8 1- 1 5 /8 1- 1 5 /8 5- 6 5- 6 5- 6 5- 5 5- 5 5- 6 5- 5 8- 4 2- 6 9/16 1- 1 5 /8 1- 1 5 /8 8 9/16 2-2 15 /16 2- 6 9/16 10-1 1 /2 2- 1 0 7 /16 2-11 3 /8 6-5 13 /16 1- 6 1 /2 1- 6 3 /4 1- 1 5 /8 1- 1 5 /8 7- 2 11 /16 7- 2 11 /16 7- 2 5 /8 5- 5 5- 5 5- 5 5- 5 2-2 15 /16 2- 6 2- 6 5- 1 1 9-1 15 /16 5- 8 10 - 1 10-4 3 /4 7- 2 11 /16 6-0 1 /8 7- 2 5 /8 2-11 11 /16 4-5 5 /16 6-8 1 /2 7- 2 11 /16 5- 5 8-3 11 /16 24-024-0 11 - 8 4-11 1 /2 24-0 30 - 0 11 - 8 24-0 24-012-6 1 /2 11 10-0 10-0 4-8 1-8 2-6 2- 0 10-4 3 /4 9-1 15 /16 4-5 5 /16 8-11 13 /16 8-3 11 /16 10-4 3 /4 4-5 5 /16 2- 4 3 /4 2- 4 3 /4 2-6 6-4 6-4 6-4 2-6 2-62-6 6-4 6-4 6-4 6 E.O . D . 6 E.O . D . MA T C H L I N E R E F E R E 0 1 0 2 S H E E T MA T C H L I N E R E F E R E 0 1 0 1 S H E E T 2. -INDICATES MOMENT CONNECTION 1.TOP OF STEEL ELEVATION: 461-10 3 /4 (U.N.O.) A B E 2 3 B.1 C G 4 1 FDA.1 (TYP) E0103 01 (TYP) E0103 03 E0103 (TYP @ TAPERD BEAM) 06 (TYP) E0104 02 ROOF FRAMING PLAN REF:A/S2.02 SCALE-1:60 (A L O N G G R I D A ) EL : 4 6 3 - 1 0 1 /8 TO P O F S T E E L (TY P . ) (TYP . ) HANGER (TYP.) REF:E0101 REF:E0102 (TYP) 01 E0104 (TYP) 01 E0104 (TYP) 04 E010404 E0104 04 E0104 04 E0104 07 (TYP)E0103 E0103 (TYP)02 08 E0103 LADERA LINDA JOB NO: FOR APPROVAL E0101 DESCRIPTION DATE LOCATION: 32201 FORRESTAL DRIVE,CA 90275 PROJECT: LADERA LINDA COMMUNITY PARK PROJECT 1275 E.Franklin Ave Pomona, CA 91766 Trussworks International DATE DESCRIPTION: ROOF FRAMING PLAN DATE T: 909-461-3112 F: 909-461-3735 ------ REV. SJK RR 04-20-2022 DISTRIBUTION ENG: ENGLEKRIK DRAWN BY: www.twifab.com SHEET NO. CAT# CUSTOMER: CITY OF RANCHO PALOS VERDES ARCH: JOHNSON FAVARO A CHECKED BY: 04-25-22 06-09-22B FOR RE-APPROVAL B006 W8x35 B006 W8x35 B006 W8x35 B006 W8x35 B006 W8x35 B006B002W8x35 B107 W8x35 B110 W8x35 B110 W8x35 B110 W8x35 B110 W8x35 B110 W8x35 B110 B008 W18x35 B010 W18x35 B014 W18x35 B017 W18x35 B019 B088 W18x35 B074 W18x35 B066 W18x35 B063B095W24x84 B10 5 W16 x 5 7 B00 1 W16 x 5 7 B06 4 W18 x 6 0 B06 7 W18 x 6 0 B08 3 W18 x 6 0 B007 (EL: 462-7 1 /8 ) W12x26 B007 (EL: 462-7 1 /8 ) W12x26 B007 (EL: 462-7 1 /8 )W12x26 B007 (EL: 462-7 1 /8 ) W12x26 B016 (EL: 462-7 1 /8 )W12x26 B018 B109 (EL: 462-7 1 /8 ) W12x26 B109 (EL: 462-7 1 /8 ) W12x26 B109 (EL: 462-7 1 /8 ) W12x26 B114 (EL: 462-7 1 /8 ) W12x26 B109 (EL: 462-7 1 /8 ) W12x26 B116 B092 W14x22 B086 W14x22 B072 W14x22 B065 W14x22 B061 B128 W14x22 B128 W14x22 B091 W14x22 B053 W14x22 B085 W14x22 B060 B059 B060 B065 W14x22 B065 W14x22 B070 W14x22 B071 W14x22 B071 W14x22 B081 W14x22 B080 W14x22 B079 W14x22 B012 W18x50 B10 2 W12 x 2 6 B10 3 W12 x 2 6 B09 7 W12 x 2 6 B09 8 W12 x 2 6 B05 5 W14 x 2 2 B05 5 W14 x 2 2 B05 5 W14 x 2 2 B05 5 W14 x 2 2 B07 6 W14 x 2 2 B12 5 W14 x 2 2 B07 6 W14 x 2 2 B07 6 W14 x 2 2 B07 5 W18 x 5 0 B082 W18x50 B069 W14x22 B06 8 W14 x 2 2 B09 0 W12 x 2 6 B12 9 W12 x 2 6 B08 4 W12 x 2 6 B08 4 W12 x 2 6 B12 7 W14 x 2 2 B069 W14x22 B07 3 W14 x 2 2 B069 W14x22 B106 (EL: 463-6)(EL: 462-7 1 /8 ) W12x30 B08 7 W12 x 2 6 B08 7 W12 x 2 6 B09 3 W12 x 2 6 B09 3 W12 x 2 6 B09 4 W14 x 2 2 B069 W14x22 C004W14x132C005W14x132C023W14x132C024 W14x132C002W14x145C021W14x 1 4 5 C008W14x43C026W14x43C006W14x43C025W14x43C003W14x43C022W14x43C001W12x 4 0 B09 6 W18 x 5 0 B08 9 W18 x 5 0 B00 9 W18 x 4 6 B13 0 W18 x 4 6 B01 3 W18 x 4 6 B01 1 W18 x 4 6 B13 2 W18 x 4 6 B00 5 W18 x 4 6 B104 (EL: 463-6)(EL: 461-10 1 /16 ) W24x84 B101 (EL: 463-6)(EL: 461-10 1 /16 ) W12x26 B100 (EL: 463-6)(EL: 461-10 1 /16 ) W12x26 B099 (EL: 463-6)(EL: 461-10 1 /16 ) W12x26 B004 (EL: 463-6) W12x26 B10 8 W18 x 4 6 B11 1 W18 x 4 6 B11 1 W18 x 4 6 B10 8 W18 x 4 6 B11 2 W18 x 4 6 B11 1 W18 x 4 6 C007HSS4x4x1/2C031 HSS4x4x 1 /2 C007 HSS4x4x 1 /2 C031 HSS4x4x 1 /2C019HSS4x4x1/4C019HSS4x4x1/4C019HSS4x4x1/4C019HSS4x4x1/4C019HSS4x4x1/4C019HSS4x4x1/4C019HSS4x4x1/4C019HSS4x4x1/4C018 HSS4x4x 1 /2C020HSS4x4x1/2B131 W12x26 B015 W12x26 M054 M014M04 5 M018 M054 HSS4x4x 1 /2 M04 5 B133 W12x26 B115 W12x26 M00 9 HS S 6 x 4 x 1 /2 M010 M010 M01 1 HS S 1 2 x 4 x 5 /8 M012 M044 HSS8x4x 1 /4 M012 M013 M017 M033 M016 M055 M04 6M01 5 B003 (EL: 463-6)(EL: 462-7 1 /8 ) W12x30 M005M005M005M007M005M005M007M005M005M007M005M005M007M005M005M007M005M006 M005M007 M005M005M005M007M005M005M007M005M005M007M005M007M005M005M005M006 M00 1 L6x6 x3/8 M00 2 M001 L6x6 x 3 /8 M002 B07 7 W12 x 1 9 B078 W12x19 21 - 8 1 /8 3 E Q . S P A C E S @ 7 - 2 11 /16 5- 9 7 /8 1- 1 1 /4 1- 1 1 /2 5- 6 5- 6 5- 6 5- 6 8- 3 1 /2 2- 5 5 /8 1- 1 1 /2 1- 1 1 /4 11 1-11 2- 6 10-8 3 /4 2- 1 1 2-3 3 /4 6-4 3 /4 1- 7 3 /4 1- 8 1- 3 1- 3 1-11 2- 1 1 5 /8 5- 7 13 /16 9-0 5- 7 13 /16 10 - 4 1 /2 10-5 3 /4 6-0 3-1 4-6 1 /4 6-6 1 /2 8-4 1 /2 24-024-0 11 - 8 4-11 1 /2 24-0 29 - 1 1 5 /8 11 - 8 5 /16 24-0 24-012-6 1 /2 11 6-0 6-0 4-4 2-5 1 /2 2- 3 10-5 3 /4 9-0 4-6 1 /4 9-1 8-4 1 /2 10-5 3 /4 4-6 1 /4 2- 3 5 /8 2- 3 3 /8 2-6 5-10 1 /2 6-9 1 /2 6-4 2-6 2-62-6 5-10 1 /2 6-9 1 /2 6-4 6 E.O . D . 6 E.O . D . 21 - 8 1 /8 4 E Q . S P A C E S @ 5 - 5 1 /16 (± ) 21 - 8 1 /8 3 E Q . S P A C E S @ 7 - 2 11 /16 (± ) 11 1 /4 E.O.S. 11 1 /4 E.O.S. 3- 2 1 /4 E.O . S . 1- 2 1 /4 E.O . S . 21 - 8 1 /8 4 E Q . S P A C E S @ 5 - 5 1 /16 (± ) 21 - 8 1 /8 3 E Q . S P A C E S @ 7 - 2 11 /16 (± ) 2- 6 MA T C H L I N E R E F E R E 0 1 0 2 S H E E T MA T C H L I N E R E F E R E 0 1 0 1 S H E E T 2. -INDICATES MOMENT CONNECTION 1.TOP OF STEEL ELEVATION: 461-10 3 /4 (U.N.O.) A B E 2 3 B.1 C G 4 1 FDA.1 (TYP) E0103 01 (TYP) E0103 03 E0103 (TYP @ TAPERD BEAM) 06 (TYP) E0104 02 ROOF FRAMING PLAN REF:A/S2.02 SCALE-1:60 (A L O N G G R I D A ) EL : 4 6 3 - 1 1 3 /16 TO P O F S T E E L (TY P . ) (TYP . ) HANGER (TYP.) REF:E0101 REF:E0102 (TYP) 01 E0104 (TYP)01 E0104 (TYP) 04 E010404 E0104 04 E0104 04 E0104 07 (TYP)E0103 E0103 (TYP)02 08 E0103 6-0x2-6 OPENING (ALONG THIS LINE) EL: 463-5 1 /8 TOP OF STEEL LINE) (ALONG THIS EL: 463-5 1 /8 TOP OF STEEL PLEASE ADVISE. INSTEAD OF 1-0 1 /4 TO MAINTAIM 6-0x2-6 OPENING. AS PER RFI 683-401 WE FOLLOW 0-11 1 /4 AS E.O.S. MATERIAL SIZE. PLEASE VERIFY THE Submittal #607 Page 3 of 233 06/09/2022 DocuSign Envelope ID: 7E32D4F2-403C-47C2-AF3C-CBBD425C6BDC LADERA LINDA PROJECT: LADERA LINDA COMMUNITY PARK PROJECT DESCRIPTION: ROOF FRAMING PLAN LOCATION: 32201 FORRESTAL DRIVE,CA 90275 A CHECKED BY: FOR APPROVAL E0102 DATE REV. SJK RR 04-20-2022 Trussworks International ENG: ENGLEKRIK T: 909-461-3112 F: 909-461-3735 DESCRIPTION JOB NO: 1275 E.Franklin Ave Pomona, CA 91766 DATE DATE ------ DRAWN BY: www.twifab.com SHEET NO. CAT# DISTRIBUTION CUSTOMER: CITY OF RANCHO PALOS VERDES ARCH: JOHNSON FAVARO 04-25-22 DIMENSION AS SHOWN IN CLOUD. PLEASE VERIFY ALL BEAM & COLUMN LOCATING ELEVATION AS SHOWN IN CLOUD. PLEASE VERIFY ALL TOP OF STEEL W8x35 B006 W8x35 B006 W8x35 B006 W8x35 B006 W8x35 B006 W8x35 B029 W8x35 W8x35 B110 W8x35 B110 W8x35 B110 W8x35 B110 W8x35 B110 W8x35 B124 W8x35 W18x35 B017 W18x35 B019 W18x35 B025 W18x35 B027 W18x35 W18x35 B066 W18x35 B063 W18x35 B048 W18x35 B045 W24x84 B03 4 W16 x 5 7 B03 3 W16 x 5 7 B04 6 W14 x 8 2 B04 9 W18 x 6 0 B06 4 W18 x 6 0 B06 7 W18 x 6 0 B02 8 W18 x 4 6 B037 (EL: 463-5 1 /8 ) W24x84 W12x26 B016 (EL: 462-7 3 /16 )W12x26 B018 (EL: 462-7 3 /16 ) W12x26 B021 (EL: 462-7 3 /16 )W12x26 B007 (EL: 462-7 3 /16 )W12x26 B007 (EL: 462-7 3 /16 )W12x26 W12x26 B109 (EL: 462-7 3 /16 ) W12x26 B116 (EL: 462-7 3 /16 ) W12x26 B120 (EL: 462-7 3 /16 ) W12x26 B109 (EL: 462-7 3 /16 ) W12x26 B109 (EL: 462-7 3 /16 ) W12x26 W14x22 B065 W14x22 B061 W14x22 B054 W14x22 B047 W14x22 B043 W14x22 B041 W14x22 B042 W14x22 B042 W14x22 B047 W14x22 B047 W14x22 B060 W14x22 B052 W14x22 B053 W14x22 B059 W14x22 B060 W14x22 B065 W14x22 B065 W14x22 W14x22 W14x22 W14x22 B036 (EL: 463-5 1 /8 ) W12x26 B05 5 W14 x 2 2 B05 5 W14 x 2 2 B05 5 W14 x 2 2 B05 5 W14 x 2 2 B05 0 W14 x 2 2 B05 0 W14 x 2 2 B05 0 W14 x 2 2 B05 0 W14 x 2 2 B03 8 W18 x 5 0 B056 W18x50 B05 8 W14 x 2 2 B039 W14x22 B06 2 W14 x 2 2 B039 W14x22 B04 0 W14 x 2 2 B039 W14x22 B04 4 W14 x 2 2 B039 W14x22 B02 2 W12 x 2 6 B118 W12x26 B119 W12x26C011W14x132C009W14x132C028W14x132C027W14x132C015W14x145C030W14x145C014W14x43C029W14x43C008W14x43C026W14x43C006W14x43C025W14x43C017W12x40B05 7 W18 x 5 0 B02 6 W18 x 4 6 B02 4 W18 x 4 6 B02 0 W18 x 4 6 B00 9 W18 x 4 6 B00 9 W18 x 4 6 B035 (EL: 463-5 1 /8 ) W12x26 B035 (EL: 463-5 1 /8 ) W12x26 B032 (EL: 463-5 1 /8 ) W12x26 B12 2 W18 x 4 6 B12 1 W18 x 4 6 B11 3 W18 x 4 6 B11 7 W18 x 4 6 B11 1 W18 x 4 6 B11 1 W18 x 4 6 B023 C034 HSS4x4x 1 /2 C016 HSS4x4x 1 /2 C033 HSS4x4x 1 /2 C013 HSS4x4x 1 /2 C012 HSS4x4x 1 /2C010 HSS4x4x 1 /4 C010 HSS4x4x 1 /4 C032 HSS4x4x 1 /4 C010 HSS4x4x 1 /4 C012 HSS4x4x 1 /2C007HSS4x4x1/2C031 HSS4x4x 1 /2 C007 HSS4x4x 1 /2 B030 (EL: 462-7 3 /16 )(EL: 463-5 1 /8 ) W12x26 B031 W12x26 M023 HSS6x4x 1 /2 M035 M025 M03 0 M037 M02 6 M028 HSS12x4x 5 /8 M02 9 HS S 1 2 x 4 x 5 /8 M028 HSS12x4x 5 /8 B030 (EL: 462-7 3 /16 )(EL: 463-5 1 /8 ) W12x26 B123 W12x26 B05 1 W12 x 2 6 B015 W12x26 B015 W12x26 M03 1 HS S 6 x 4 x 1 /2 M023 HSS6x4x 1 /2 M039 M025 M03 2 M039 HSS4x4x 1 /2 M04 0 M041 M022 HSS6x4x 1 /2 M027 HSS12x4x 5 /8 M01 5M042 M019 HSS6x4x 1 /4 M02 0 M042 M021 HSS8x4x 1 /4 M02 0 M033 M014 HSS6x4x 1 /2M01 5 M018 HSS12x4x 5 /8 M033 HSS4x4x 1 /2 M01 5 B115 W12x26 M035 M02 4 M022 HSS6x4x 1 /2M036 M01 5 M027 HSS12x4x 5 /8 M034 M019 HSS6x4x 1 /4 M034 M02 0M02 0 M021 (EL: 459-10) HSS8x4x 1 /4M017HSS12x4x5/8 M033 M016 HSS6x4x 1 /2 M033 M01 5 M01 5 M005 M008M005M005M007 VB001 L4x4x 3 /8 VB002 L4x4x 3 /8 M038 M005 M005 M007M005M005M007M005M005M007M005M005M007M007 M005 M008M005M005M007M005M005M007M005M005M007M005M005M007M005M005M007M007 M00 4 L6x6 x3/8 M00 3 M00 3 M004 L6x6 x 3 /8 M003 M003 5- 5 8 9/16 2-2 15 /16 1- 6 3 /4 2- 0 1 /2 4-10 2- 0 1 /2 6-5 13 /16 2- 0 1 /2 2- 6 2- 0 1 /2 1- 6 1 /2 5-3 13 /16 4-10 1- 6 1 /2 1- 6 3 /4 5-3 13 /16 1- 6 1 /2 8 1 /2 7-1 9/16 8 1 /2 5- 5 5- 5 7- 2 5 /8 7- 2 11 /16 2- 6 7- 2 11 /16 7- 2 11 /16 5- 5 5- 5 7- 2 11 /16 2- 6 5- 5 7- 2 5 /8 5- 5 2-2 15 /16 2- 6 7-1 9/16 24-0 12-6 1 /2 11 24-024-0 5- 6 5- 6 24-0 8- 4 4-11 1 /2 21 - 8 3 E Q . S P A C E S @ 7 - 2 11 /16 5- 6 5- 5 24-0 5- 6 10-0 10-0 0 0 8- 4 10-0 10-0 11 - 8 11 - 8 30 - 0 4-2 3 /4 3-1 7 /8 2- 4 3 /4 2- 4 3 /4 2- 4 3 /4 2- 4 3 /4 2- 4 3 /4 2- 4 3 /4 1- 6 3 /4 2-6 6-4 6-4 6-4 2-6 2-6 6-4 6-4 6-4 2-6 6 E.O . D . 6 E.O . D . MA T C H L I N E R E F E R E 0 1 0 2 S H E E T MA T C H L I N E R E F E R E 0 1 0 1 S H E E T J L.2HK M.1GFML 03 E0103 (TYP) (TYP)E0103 04 E0104 (TYP) 01 (TYP) E0103 07 3.E.O.D.-INDICATES EDGE OF DECK. 2. -INDICATES MOMENT CONNECTION. 1.TOP OF STEEL ELEVATION: 461-10 3 /4 (U.N.O.) SCALE-1:60 ROOF FRAMING PLAN REF:A/S2.02 W18x50 4 3 1 2 (ALONG THIS LINE) EL: 463-5 1 /8 TOP OF STEEL (ALONG THIS LINE) EL: 463-5 1 /8 TOP OF STEEL (A L O N G G R I D M ) EL : 4 6 3 - 1 0 1 /8 TO P O F S T E E L (TY P . ) (TYP . ) HANGER (TYP.)HANGER (TYP.) REF:E0101 REF:E0102 (TYP) 01 E0104 (TYP) 01 E0104(TYP) 01 E0104 E0104 (TYP) 02 03 E0104 (TYP) 03 E0104 (TYP @ TAPERD BEAM) 06 E0103 E0103 05 (TYP) E0103 (TYP)02 ARRANGEMENT DETAIL. ALSO PROVIDE HORIZONTAL BRACE MOMENT ARRANGEMENT DETAILS. PLEASE PROVIDE BEAM SPLICE LOCATION & 08 E0103 LADERA LINDA PROJECT: LADERA LINDA COMMUNITY PARK PROJECT DESCRIPTION: ROOF FRAMING PLAN LOCATION: 32201 FORRESTAL DRIVE,CA 90275 A CHECKED BY: FOR APPROVAL E0102 DATE REV. SJK RR 04-20-2022 Trussworks International ENG: ENGLEKRIK T: 909-461-3112 F: 909-461-3735 DESCRIPTION JOB NO: 1275 E.Franklin Ave Pomona, CA 91766 DATE DATE ------ DRAWN BY: www.twifab.com SHEET NO. CAT# DISTRIBUTION CUSTOMER: CITY OF RANCHO PALOS VERDES ARCH: JOHNSON FAVARO 04-25-22 06-09-22B FOR RE-APPROVAL W8x35 B006 W8x35 B006 W8x35 B006 W8x35 B006 W8x35 B006 W8x35 B029 W8x35 W8x35 B110 W8x35 B110 W8x35 B110 W8x35 B110 W8x35 B110 W8x35 B124 W8x35 W18x35 B017 W18x35 B019 W18x35 B025 W18x35 B027 W18x35 W18x35 B066 W18x35 B063 W18x35 B048 W18x35 B045 W24x84 B03 4 W16 x 5 7 B03 3 W16 x 5 7 B04 6 W14 x 8 2 B04 9 W18 x 6 0 B06 4 W18 x 6 0 B06 7 W18 x 6 0 B02 8 W18 x 4 6 B037 (EL: 461-10 1 /16 )(EL: 463-6) W24x84 W12x26 B016 (EL: 462-7 1 /8 )W12x26 B018 (EL: 462-7 1 /8 ) W12x26 B021 (EL: 462-7 1 /8 )W12x26 B007 (EL: 462-7 1 /8 )W12x26 B007 (EL: 462-7 1 /16 )W12x26 W12x26 B109 (EL: 462-7 1 /8 ) W12x26 B116 (EL: 462-7 1 /8 ) W12x26 B120 (EL: 462-7 1 /8 ) W12x26 B109 (EL: 462-7 1 /8 ) W12x26 B109 (EL: 462-7 1 /8 ) W12x26 W14x22 B065 W14x22 B061 W14x22 B054 W14x22 B047 W14x22 B043 W14x22 B041 W14x22 B042 W14x22 B042 W14x22 B047 W14x22 B047 W14x22 B060 W14x22 B052 W14x22 B053 W14x22 B059 W14x22 B060 W14x22 B065 W14x22 B065 W14x22 W14x22 W14x22 W14x22 B036 (EL: 461-10 1 /16 )(EL: 463-6) W12x26 B05 5 W14 x 2 2 B05 5 W14 x 2 2 B05 5 W14 x 2 2 B05 5 W14 x 2 2 B05 0 W14 x 2 2 B05 0 W14 x 2 2 B05 0 W14 x 2 2 B05 0 W14 x 2 2 B03 8 W18 x 5 0 B056 W18x50 B05 8 W14 x 2 2 B039 W14x22 B06 2 W14 x 2 2 B039 W14x22 B04 0 W14 x 2 2 B039 W14x22 B04 4 W14 x 2 2 B039 W14x22 B02 2 W12 x 2 6 B118 W12x26 B119 W12x26 C011W14 x 1 3 2 C009W14x132C028W14x132C027W14x132C015W14 x 1 4 5 C030W14x145C014W14x43C029W14x43C008W14x43C026W14x43C006W14x43C025W14x43C017W12x40 B05 7 W18 x 5 0 B02 6 W18 x 4 6 B02 4 W18 x 4 6 B02 0 W18 x 4 6 B00 9 W18 x 4 6 B13 0 W18 x 4 6 B035 (EL: 461-10 1 /16 )(EL: 463-6) W12x26 B035 (EL: 461-10 1 /16 )(EL: 463-6) W12x26 B032 (EL: 463-6) W12x26 B12 2 W18 x 4 6 B12 1 W18 x 4 6 B11 3 W18 x 4 6 B11 7 W18 x 4 6 B11 1 W18 x 4 6 B11 1 W18 x 4 6 B023 C034 HSS4x4x 1 /2 C016 HSS4x4x 1 /2 C033 HSS8x4x 1 /2 C013 HSS8x4x 1 /2 C012 HSS4x4x 1 /2C010 HSS4x4x 1 /4 C010 HSS4x4x 1 /4 C032 HSS4x4x 1 /4C035HSS4x4x1/4 C012 HSS4x4x 1 /2C007HSS4x4x1/2 C031 HSS4x4x 1 /2 C007 HSS4x4x 1 /2 B030 (EL: 462-7 1 /8 )(EL: 463-6) W12x30 B031 W12x26 M023 HSS6x4x 1 /2 M035 M025 M03 0 M037M02 6 M028 HSS12x4x 5 /8 M02 9 M053 B030 (EL: 462-7 1 /8 )(EL: 463-6) W12x30 B123 W12x26 B05 1 W12 x 2 6 B131 W12x26 B015 W12x26 M03 1 M023 M039 M025 M03 2 M039 HSS4x4x 1 /2 M04 0 M041 M022 HSS6x4x 1 /2 M052 HSS12x4x 5 /8 M05 1 M042 M049 M02 0 M042 M050 M02 0 M054 M014M04 5 M018 M054 HSS4x4x 1 /2 M04 5 B133 W12x26 M056 M02 4M022 HSS6x4x 1 /2M036 M04 8 M027 HSS12x4x 5 /8 M034 M019 HSS6x4x 1 /4 M034 M04 7 M04 7 M021 HSS8x4x 1 /4 M017 M033 M016 M055 M04 6M01 5 M005 M008M005M005M007 VB001 L4x4x 3 /8 VB002 L4x4x 3 /8 M038 M005 M005 M007M005M005M007M005M005M007M005M005M007M007 M005 M008M005M005M007M005M005M007M005M005M007M005M005M007M005M005M007M007 M00 4 L6x6 x3/8 M00 3 M00 3 M004 L6x6 x 3 /8 M003 M003 11 1-11 6 1 /2 1- 1 1 3 /4 4-10 2- 0 6-4 3 /4 2- 0 1 /4 2- 6 2- 0 3 /4 1- 7 3 /4 5-3 3 /4 4-9 1 /4 7 1- 8 5-3 3 /4 1- 7 3 /4 10 1 /2 7-1 1 /2 10 1 /2 2- 6 2- 6 1-11 2- 6 7-1 1 /2 24-0 12-6 1 /2 11 24-024-0 5- 6 5- 6 24-0 8- 3 1 /2 4-11 1 /2 21 - 8 1 /8 3 E Q . S P A C E S @ 7 - 2 11 /16 5- 6 24-0 5- 6 10-0 10-0 0 0 8- 3 1 /2 10-0 10-0 11 - 8 11 - 8 5 /16 29 - 1 1 5 /8 4-5 1 /8 2-11 1 /2 3- 1 1 1 /4 2- 3 5 /8 2- 3 5 /8 2- 3 3 /8 3- 1 1 1 /2 2- 3 3 /8 1- 8 2-6 6-4 6-4 6-4 2-6 2-6 6-4 6-4 6-4 2-6 6 E.O . D . 6 E.O . D . 21 - 8 1 /8 3 E Q . S P A C E S @ 7 - 2 11 /16 (± ) 21 - 8 1 /8 3 E Q . S P A C E S @ 7 - 2 11 /16 (± ) 10 - 1 0 1 /8 2 E Q . S P A C E S @ 5 - 5 1 /16 15 - 0 1 /8 3 E Q . S P A C E S @ 5 - 0 1 /16 (± ) 4- 1 0 6- 0 6- 8 MA T C H L I N E R E F E R E 0 1 0 2 S H E E T MA T C H L I N E R E F E R E 0 1 0 1 S H E E T J L.2HK M.1GFML 03 E0103 (TYP) (TYP)E0103 04 E0104 (TYP) 01 (TYP) E0103 07 3.E.O.D.-INDICATES EDGE OF DECK. 2. -INDICATES MOMENT CONNECTION. 1.TOP OF STEEL ELEVATION: 461-10 3 /4 (U.N.O.) SCALE-1:60 ROOF FRAMING PLAN REF:A/S2.02 W18x50 4 3 1 2 (ALONG THIS LINE) EL: 463-5 1 /8 TOP OF STEEL (ALONG THIS LINE) EL: 463-5 1 /8 TOP OF STEEL (A L O N G G R I D M ) EL : 4 6 3 - 1 1 3 /16 TO P O F S T E E L (TY P . ) (TYP . ) HANGER (TYP.)HANGER (TYP.) REF:E0101 REF:E0102 (TYP) 01 E0104 (TYP) 01 E0104 (TYP)01 E0104 E0104 (TYP) 02 03 E0104 (TYP) 03 E0104 (TYP @ TAPERD BEAM) 06 E0103 E0103 05 (TYP) E0103 (TYP)02 PLEASE PROVIDE S1.22 SHEET. ARRANGEMENT DETAIL. ALSO PROVIDE HORIZONTAL BRACE MOMENT ARRANGEMENT DETAILS. PLEASE PROVIDE BEAM SPLICE LOCATION & 08 E0103 Submittal #607 Page 4 of 233 06/09/2022 DocuSign Envelope ID: 7E32D4F2-403C-47C2-AF3C-CBBD425C6BDC Bulletin ASI 0 0 5 This Bulletin is issued to define Scope of Revisions/ clarifications to the Drawings and/or Specifications. The Contractor shall carry out the Work in accordance with the following supplemental instructions without change in Contract Sum or Contract Time. Proceeding with the Work in accordance with these instructions indicates your acknowledgment that there will be no change in the Contract Sum or Contract Time. Brief Description of Revisions/ Clarifications: A2.03: Baseplates as per structural added to slab plan for clarity as to orientation of plates at posts inside walls. Curbs extended several inches in 3 locations so that they are continuous under post baseplates. Dimensions added to locate rollup door posts. Dimensions added to locate drains per plumbing. Detail 4/A4.31 calls for an HSS6x6 post where two Door Type L jambs meet at a corner, however S2.01 calls for HSS4x4x1/2 posts at these locations (Grid L.2/3.1 and L.2/2.1). Detail 4/A4.31 has been revised to match HSS post size called out by structural. Enlarged floor plan A2.12A shows an HSS8x4 post at gridline K adjacent to exterior glazing between gridline 1 and 2 and at gridline K adjacent to exterior glazing between gridline 3 and 4. However, S2.01 calls for HSS4x4x1/2 posts at these locations. Detail 4/A4.30 has been enlarged to show the HSS8x4 post adjacent to glazing and connection of rollup door jamb posts. In these 2 locations, posts need to be 8x4 to provide the clearance needed by manufacturer (McKeon) for doors installed in series. Details 1,2,3,5,6,8,9/A4.31 show HSS4x4 rollup door jamb posts with 2 sides aligned to the edge of framing and edge of adjacent mullion. As shown on 2/A4.33, exterior wall framing edges are to align with edge of curb below. Detail SKS-001 is being issued to allow the posts to align to framing and mullion edges as shown on details on A4.31, while edge of Project LADERA LINDA COMMUNITY CENTER Contract No. 1803 To AMG & ASSOCIATES Office No. No. of Pages 4 Subject Rollup door posts Sender Ingrid Dennert, Johnson Favaro Date 5/19/22 9 DocuSign Envelope ID: 7E32D4F2-403C-47C2-AF3C-CBBD425C6BDC Project Name 5/20/22 2 baseplate aligns with edge of curb. Additionally, gray hatches have been added to details on A4.31 to indicate where baseplates should situate in relation to posts and framing. Architectural slab plan 2.03 showed rollup door posts between gridlines H and J in a different location than Structural framing plan. SKS-002.1, SKS-002.2, and SKS-002.3 are being issued to correct the structural plans to be consistent with post location as per architectural. Attachments: A2.03, A4.30, A4.31, SKS-001, SKS-002.1, SKS-002.2, SKS-002.3 DocuSign Envelope ID: 7E32D4F2-403C-47C2-AF3C-CBBD425C6BDC LKJHGFEDC 3 B 2 M 1 4 A 11 ' - 8 5 / 1 6 " 2 9 ' - 1 1 5 / 8 " 1 1 ' - 7 1 5 / 1 6 " 53 ' - 3 7 / 8 " 17' - 6" 24' - 0" 24' - 0" 24' - 0" 24' - 0" 24' - 0" 24' - 0" 24' - 0" 24' - 0" 24' - 0" 17' - 6" 251' - 0" 4' - 11 1/4" 10 ' - 0 7 / 8 " 9' - 1 1 3 / 4 " 9' - 11 3/4"1' - 6 1/4" 7' - 1 7 / 8 " 3' - 1 1 3 / 4 " 7' - 7 7 / 8 " 3' - 0"4' - 6 7/8" 7' - 2 5 / 8 " 8' - 7 1 / 2 " 2' - 6"1' - 0"1' - 0" 6' - 3 5 / 8 " 2' - 6" -0' - 1 1/2"-0' - 1 1/2" -0' - 0 1/2" -0' - 0 1/2" -0' - 2 1/2" 2' - 8" 11 ' - 5 5 / 8 " 6' - 6 5/8" 14 ' - 4 7 / 8 " 4' - 0 1 / 2 " 5' - 3 1/2" 8' - 7 1 / 2 " 1' - 6 7 / 8 " 2' - 3" 9 7/8" 11 ' - 5 1 / 4 " 10 A8.21 10 A8.21 SIM10 A8.21 SIM 10 A8.21 SIM 1 1 3' - 3 3 / 4 " 2 3 ' - 4 " 3 ' - 4 " 1' - 3 1/4" 48' - 0" 1' - 2 1/4" 2' - 1" 17' - 11" 3' - 3 3 / 4 " 2 3 ' - 4 " 1' - 9 3 / 4 " 1' - 1 0 " 4" 1' - 3 " 4' - 5 1/2" 1' - 3 " 4' - 5 1/2" 9' - 1" 1' - 1 1 / 2 " 8' - 4 1/2"10' - 5 3/4" 4' - 6 1/4" 1' - 1 1 / 2 " 1' - 7 3 / 4 " 11" 1' - 1 1 / 4 " 9' - 1"8' - 4 1/2"10' - 5 3/4"4' - 6 1/4"6' - 4 3/4" 1' - 8 " 1' - 11" 1' - 7 3 / 4 " 5' - 3 3/4"11' - 6 3/4"10 1/2" 1' - 11"5' - 3 3/4"11' - 6 3/4"10 1/2" 7"7" 1' - 7 3 / 4 " 2' - 0 3 / 4 " 1' - 8 " 6 1 / 2 " 6 1 / 2 " 1' - 8 " 2' - 0 1 / 4 " 4' - 9 1/4" 2' - 0 " 1' - 1 1 3 / 4 " 4' - 9 1/4" 5A 5A 5A 6' - 1 1 " SLAB PLAN LEGEND SLAB DEPRESSION, SEE STRUCTURAL DRAWINGS 6" HIGH CONCRETE CURB CONCRETE SLAB, SEE STRUCTURAL DRAWINGS PARTITION ABOVE, SEE FLOOR PLAN COLUMN BASE PLATE, SEE STRUCTURAL DRAWINGS FOUNDATION BELOW, SEE STRUCTURAL DRAWINGS FLOOR DRAIN, SEE PLUMBING DRAWINGS FLOOR BOX, SEE ELECTRICAL AND TECHNOLOGY DRAWINGS IN-GRADE LIGHT FIXTURE, SEE LIGHTING DRAWINGS CONCRETE CONTROL JOINT, SEE STRUCTURAL DRAWINGS BIM LADERA LINDA COMMUNITY PARK PROJECT: CITY OF RANCHO PALOS VERDES: A r c h i t e c t u r e a n d U r b a n D e s i g n5898 Blackwelder Street, Ground Floor Culver City, CA 90232 (Tel) 310-559-5720 (Fax) 310-559-8220 ARCHITECT CONSULTANTS . ARCHITECT'S / ENGINEER'S STAMP The drawings and specifications, ideas, designs, and arrangements are and shall remain the property of the architect. No part thereof shall be copied or used in connection with any work or project other than the specific project for which they have been prepared without the written consent of the architect. Visual contact with these drawings or specifications shall constitute evidence of acceptance of these restrictions. Written dimensions on these drawings shall have precedence over scaled dimensions. Contractor shall verify and be responsible for all dimensions and conditions on the job and this office must be notified of any variation from the dimensions and conditions shown by these drawings. Shop details must be submitted to this office for approval before proceeding with fabrication. © MDA Johnson Favaro 2017 CHECKED BY: No.Issue DRAWN BY: Date TITLE: SHEET: PROJECT #: SCALE:DATE: CITY APPROVALS PROJECT 32201 Forrestal Drive Rancho Palos Verdes, CA 90275 30940 Hawthorne Blvd. Rancho Palos Verdes, CA 90275 1/26/22 SIGNED 12/30/21 5/ 2 0 / 2 0 2 2 9 : 4 9 : 5 2 A M A2.03 FIRST FLOOR SLAB PLAN REF. SCALE:A2.03 A1.031/8" = 1'-0" FIRST FLOOR SLAB PLAN 1 KEYNOTES KEY VALUE KEYNOTE TEXT 1 CAST STAINLESS STEEL ANGLES SHOWN ON DETAIL 10/A8.21 INTO SLAB DEPRESSION EDGES ISSUES/REVISIONS 100% SD 07.14.19 50%DD 10.14.19 100%DD 11.21.19 50%CD 06.01.21 PERMIT SET 12.03.21 1 BID 1.7.22 5A ASI 5 5.19.22 5A 5A DocuSign Envelope ID: 7E32D4F2-403C-47C2-AF3C-CBBD425C6BDC INS-1 THERMAL BATT INSULATION METAL STUD PER PARTITION TYPE TYPE X EXTERIOR GYPSUM SHEATHING AND WP-2 INS-2 1" RIGID INSULATION CMB-1 CEMENTITIOUS BACK BOARD MEDIUM BED MORTAR EXTERIOR PORCELAIN TILE TL-1 OR TL-2 PER ELEV WP-4 ANTI-FRACTURE MEMBRANE: CUSTOM BUILDING PRODUCTS REDGARD INS-1 THERMAL BATT INSULATION METAL STUD PER PARTITION TYPE 5/8" TYPE X EXTERIOR GYPSUM SHEATHING AND WP-2 INS-2, 1" RIGID INSULATION CMB-1 CEMENTITIOUS BACK BOARD MEDIUM BED MORTAR EXTERIOR PORCELAIN TILE, TL-1 OR TL-2 PER ELEV 5/8" TYPE X EXTERIOR GYPSUM SHEATHING EF-1 STO TURBOSTICK ADHESIVE INS-5 1" RIGID INSULATION EF-1, PT-1, STO PAINTED FINISH COAT EF-1 STO BASE COAT WITH MESH EMBEDDED WP-2 STOGUARD AIR AND MOISTURE BARRIER WP-4 ANTI-FRACTURE MEMBRANE: CUSTOM BUILDING PRODUCTS REDGARD BACKER ROD AND SEALANT, 3/8" A 1/8" STEEL ANGLE 3/8" MAX BACKER ROD AND SEALANT METAL STUD PER PARTITION TYPE EXTERIOR 5/8" TYPE X GYPSUM SHEATHING AND WP-2 INS-2 1" RIGID INSULATION CMB-1 CEMENTITIOUS BACK BOARD MEDIUM BED MORTAR EXTERIOR PORCELAIN TILE TL-1 OR TL-2 PER ELEVATIONS WP-4 ANTI-FRACTURE MEMBRANE: CUSTOM BUILDING PRODUCTS REDGARD EF-1, PT-1 EF-1, PT-1 MR-1 ADHERED MIRROR 5/8" GYPSUM BOARD METAL STUD PER PARTITION TYPE SEALANT, 3/8" MAX EXTERIOR GLAZING SYSTEM PER SCHEDULE INS-1 ACOUSTIC BATT INSULATION BACKER ROD DOOR TYPE L JAMB, PAINTED TO MATCH STOREFRONT MULLIONS SEE DOOR SCHEDULE FOR MORE INFOHSS8X4x1/4 DOOR TYPE L JAMB POST, PAINT TO MATCH MULLIONS EXTERIOR GLAZING SYSTEM PER SCHEDULE EXTERIOR GLAZING PER SCHEDULE ALIGN INS-1, THERMAL BATT INSULATION METAL STUD PER PARTITION TYPE EXTERIOR TYPE X GYPSUM SHEATHING AND WP-2 INS-2 1" RIGID INSULATION CMB-1, CEMENTITIOUS BACK BOARD MEDIUM BED MORTAR EXTERIOR PORCELAIN TILE TL-1 OR TL-2 PER ELEV METAL STUD PER PARTITION TYPE 5/8" INTERIOR GYPSUM BOARD PL-1 HIGH PRESSURE LAMINATE ADHERED TO 3/4" PLYWOOD 1/2" BLOCKING, FIRE RETARDANT TREATED WP-4 ANTI-FRACTURE MEMBRANE: CUSTOM BUILDING PRODUCTS REDGARD BIM LADERA LINDA COMMUNITY PARK PROJECT: CITY OF RANCHO PALOS VERDES: A r c h i t e c t u r e a n d U r b a n D e s i g n5898 Blackwelder Street, Ground Floor Culver City, CA 90232 (Tel) 310-559-5720 (Fax) 310-559-8220 ARCHITECT CONSULTANTS . ARCHITECT'S / ENGINEER'S STAMP The drawings and specifications, ideas, designs, and arrangements are and shall remain the property of the architect. No part thereof shall be copied or used in connection with any work or project other than the specific project for which they have been prepared without the written consent of the architect. Visual contact with these drawings or specifications shall constitute evidence of acceptance of these restrictions. Written dimensions on these drawings shall have precedence over scaled dimensions. Contractor shall verify and be responsible for all dimensions and conditions on the job and this office must be notified of any variation from the dimensions and conditions shown by these drawings. Shop details must be submitted to this office for approval before proceeding with fabrication. © MDA Johnson Favaro 2017 CHECKED BY: No.Issue DRAWN BY: Date TITLE: SHEET: PROJECT #: SCALE:DATE: CITY APPROVALS PROJECT 32201 Forrestal Drive Rancho Palos Verdes, CA 90275 30940 Hawthorne Blvd. Rancho Palos Verdes, CA 90275 1/26/22 SIGNED 12/30/21 5/ 1 9 / 2 0 2 2 2 : 0 9 : 5 9 P M A4.30 EXTERIOR DETAILS REF. SCALE:A4.30 A2.113" = 1'-0" TYP. TILE TO TILE CORNER PLAN 1REF. SCALE:A4.30 A2.113" = 1'-0" TILE TO EIFS INT. CORNER PLAN 2REF. SCALE:A4.30 A2.113" = 1'-0" END WALL TRANSITION 3 REF. SCALE:A4.30 A2.123" = 1'-0" INT. MULLION @ WALL 4REF. SCALE:A4.30 A2.113" = 1'-0" CORNER MULLION 5REF. SCALE:A4.30 A2.113" = 1'-0" GLAZING TO TILE WALL 6 KEYNOTES KEY VALUE KEYNOTE TEXT REFERENCE A7.31 MATERIAL AND EQUIPMENT SCHEDULE FOR MATERIAL DESIGNATIONS ISSUES/REVISIONS 100% SD 07.14.19 50%DD 10.14.19 100%DD 11.21.19 50%CD 06.01.21 PERMIT SET 12.03.21 2 2ND PERMIT RESUBMIT'L 1.26.22 5A ASI 5 5.19.22 5A DocuSign Envelope ID: 7E32D4F2-403C-47C2-AF3C-CBBD425C6BDC EXTERIOR GLAZING SYSTEM PER SCHEDULE INS-1 THERMAL BATT INSULATION METAL STUD PER PARTITION TYPE TYPE X EXTERIOR GYPSUM SHEATHING AND WP-2 INS-2 1" RIGID INSULATION CMB-1 CEMENTITIOUS BACK BOARD MEDIUM BED MORTAR EXTERIOR PORCELAIN TILE TL-1 OR TL-2 PER ELEVATION WP-4 ANTI-FRACTURE MEMBRANE: CUSTOM BUILDING PRODUCTS REDGARD 30-45' OPENING 5 3/8"DOOR TYPE L JAMB, PAINTED TO MATCH STOREFRONT MULLIONS SEE DOOR SCHEDULE FOR MORE INFO CONTINUOUS L8x6x1/2 WELDED TO JAMB POST, PAINTED TO MATCH MULLIONS ANGLE TO HSS 1/4"3-12 HSS4X4 DOOR TYPE L JAMB POST EXTERIOR PORCELAIN TILE TL-1 OR TL-2 PER ELEVATION BASEPLATE INS-1 THERMAL BATT INSULATION METAL STUD PER PARTITION TYPE TYPE X EXTERIOR GYPSUM SHEATHING AND WP-2 INS-2 1" RIGID INSULATION CMB-1 CEMENTITIOUS BACK BOARD MEDIUM BED MORTAR EXTERIOR PORCELAIN TILE TYPE TL-1 OR TL-2 PER ELEVATION EXTERIOR GLAZING PER SCHEDULE FIRE RETARDANT OR NON-COMBUSTIBLE BLOCKING AS REQUIRED 4x4 JAMB POSTS - SEE STRUCTURAL WP-4 ANTI-FRACTURE MEMBRANE: CUSTOM BUILDING PRODUCTS REDGARD 18-30' OPENING 4 1 / 8 " DOOR TYPE L JAMB, PAINTED TO MATCH STOREFRONT MULLIONS SEE DOOR SCHEDULE FOR MORE INFO CONTINUOUS L5x5x5/16 WELDED TO JAMB POST, PAINTED TO MATCH MULLIONS ANGLE TO HSS 1/4"3-12 BASEPLATE 5A INS-1 THERMAL BATT INSULATION METAL STUD PER PARTITION TYPE EXTERIOR GYPSUM TYPE X SHEATHING AND WP-2 INS-2 1" RIGID INSULATION CMB-1 CEMENTITIOUS BACK BOARD MEDIUM BED MORTAR EXTERIOR PORCELAIN TILE TL-1 OR TL-2 PER ELEVATION DOOR TYPE L JAMB, PAINTED TO MATCH MULLIONS EXTERIOR GLAZING PER SCHEDULE 4x4 JAMB POSTS - SEE STRUCTURAL WP-4 ANTI-FRACTURE MEMBRANE: CUSTOM BUILDING PRODUCTS REDGARD 30-45' OPENING 5 3/8" CONTINUOUS L6x4x5/16 WELDED TO JAMB POST ANGLE TO HSS 1/4"3-12 BASEPLATE INS-1 THERMAL BATT INSULATION METAL STUD PER PARTITION TYPE EXTERIOR TYPE X GYPSUM SHEATHING AND WP-2 INS-2 1" RIGID INSULATION CMB-1 CEMENTITIOUS BACK BOARD MEDIUM BED MORTAR EXTERIOR PORCELAIN TILE TL-1 OR TL-2 PER ELEVATION WP-4 ANTI-FRACTURE MEMBRANE: CUSTOM BUILDING PRODUCTS REDGARD <18' OPENING 3 1/8" TL-1 OR TL-2 PER ELEVATION DOOR TYPE L JAMB, PAINTED TO MATCH STOREFRONT MULLIONS SEE DOOR SCHEDULE FOR MORE INFO EXTERIOR GLAZING PER SCHEDULE DOOR TYPE L HSS4X4 JAMB POST CONTINUOUS L6x4x5/16 WELDED TO JAMB POST LIGHT GAUGE METAL FRAMING, TYP ANGLE TO HSS 1/4"3-12 BASEPLATE INS-1 THERMAL BATT INSULATION METAL STUD PER PARTITION TYPE TYPE X EXTERIOR GYPSUM SHEATHING AND WP-2 INS-2 1" RIGID INSULATION CMB-1 CEMENTITIOUS BACK BOARD MEDIUM BED MORTAR EXTERIOR PORCELAIN TILE TL-1 OR TL-2 PER ELEVATION WP-4 ANTI-FRACTURE MEMBRANE: CUSTOM BUILDING PRODUCTS REDGARD 45'-60' OPENING 6 3/8" DOOR TYPE L JAMB PAINTED TO MATCH MULLIONS EXTERIOR GLAZING PER SCHEDULE CONTINUOUS L5x5x5/16 WELDED TO JAMB POST, PAINTED TO MATCH MULLIONS ANGLE TO HSS1/4"3-12 HSS4X4 POST PER STRUCTURAL BASEPLATE 18-30' OPENING 4 1/8" TL-1 OR TL-2 PER ELEVATION EXTERIOR GLAZING PER SCHEDULE DOOR TYPE L JAMB, PAINTED TO MATCH MULLIONS HSS4X4 POST PER STRUCTURAL CONTINUOUS L6X4X5/16 WELDED TO JAMB POST, PAINTED TO MATCH MULLIONS ANGLE TO HSS 1/4"3-12 BASEPLATE 4x4 JAMB POSTS - SEE STRUCTURAL DOOR PER SCHEDULE <18' OPENING 3 1/8" TL-1 OR TL-2 PER ELEVATION DOOR TYPE L JAMB PAINTED TO MATCH MULLIONS CONTINUOUS L6X4 WELDED TO HSS PAINTED TO MATCH MULLIONS 1/4"3-12 ANGLE TO HSS BASEPLATE EXTERIOR GLAZING SYSTEM PER SCHEDULE DOOR TYPE L JAMB PAINTED TO MATCH MULLIONS CONTINUOUS 6x5/16 PLATE WELDED TO JAMB POST, PAINTED TO MATCH MULLIONS PLATE TO HSS1/4"3-12 HSS4X4 POST PER STRUCTURAL, PAINTED TO MATCH MULLIONS KEYNOTES KEY VALUE KEYNOTE TEXT BIM LADERA LINDA COMMUNITY PARK PROJECT: CITY OF RANCHO PALOS VERDES: A r c h i t e c t u r e a n d U r b a n D e s i g n5898 Blackwelder Street, Ground Floor Culver City, CA 90232 (Tel) 310-559-5720 (Fax) 310-559-8220 ARCHITECT CONSULTANTS . ARCHITECT'S / ENGINEER'S STAMP The drawings and specifications, ideas, designs, and arrangements are and shall remain the property of the architect. No part thereof shall be copied or used in connection with any work or project other than the specific project for which they have been prepared without the written consent of the architect. Visual contact with these drawings or specifications shall constitute evidence of acceptance of these restrictions. Written dimensions on these drawings shall have precedence over scaled dimensions. Contractor shall verify and be responsible for all dimensions and conditions on the job and this office must be notified of any variation from the dimensions and conditions shown by these drawings. Shop details must be submitted to this office for approval before proceeding with fabrication. © MDA Johnson Favaro 2017 CHECKED BY: No.Issue DRAWN BY: Date TITLE: SHEET: PROJECT #: SCALE:DATE: CITY APPROVALS PROJECT 32201 Forrestal Drive Rancho Palos Verdes, CA 90275 30940 Hawthorne Blvd. Rancho Palos Verdes, CA 90275 1/26/22 SIGNED 12/30/21 5/ 1 9 / 2 0 2 2 2 : 0 9 : 1 4 P M A4.31 EXTERIOR DETAILS REF. SCALE:A4.31 A2.123" = 1'-0" INTERMEDIATE MULLION 7 REF. SCALE:A4.31 A2.113" = 1'-0" COILING DOOR JAMB @ CORNER 30-45'8 REF. SCALE:A4.31 A2.113" = 1'-0" COLING DOOR JAMB @ TILE 18-30'6 REF. SCALE:A4.31 A2.123" = 1'-0" COILING DOOR JAMB @ TILE/ LAM 30-45'2 REF. SCALE:A4.31 A2.113" = 1'-0" SECURITY GRILLE JAMB @ TILE SHORT 9 REF. SCALE:A4.31 A2.123" = 1'-0" COILING DOOR JAMB @ TILE/ LAM 45-60'1 REF. SCALE:A4.31 A2.113" = 1'-0" COILING DOOR JAMB @TILE/LAM 18-30'3 REF. SCALE:A4.31 A2.123" = 1'-0" COILING DOOR JAMB @ DOOR 5 ROLL DOWN DOOR GUIDES AND EXPOSED STEEL TO BE PAINTED TO MATCH MULLIONS REFERENCE A7.31 MATERIAL AND EQUIPMENT SCHEDULE FOR MATERIAL DESIGNATIONS ISSUES/REVISIONS 50%CD 06.01.21 2 2ND PERMIT RESUBMIT'L 1.26.22 5A ASI 5 5.19.22 REF. SCALE:A4.31 A2.123" = 1'-0" COILING DOOR JAMB CORNER @ GLAZING 4 5A 5A 5A 5A 5A 5A5A 5A DocuSign Envelope ID: 7E32D4F2-403C-47C2-AF3C-CBBD425C6BDC 888 S. Figueroa Street 18th Floor Los Angeles, CA 90017 323.733.6673 T 323.733.8682 F www.englekirk.com © Englekirk Institutional, Inc. 2020 SKS-00105.13. 2022 3/4"= 1'-0" EI A/S6.01 HSS4x4 ALT. PLATELadera Linda Community Park Project A 8" 6" PLAN VIEW A-A EMBED PL3/4 w/ (2)3/4"ø x 0'-8" LONG NELSON STUDS 1/4 HSS4x4x PER PLAN TYPICAL ALTERNATE PLAN VIEW 6" 1/4 3/16 PJP @ FLUSH EDGES 2 SIDES HSS4x4 OFFSET 1 1 / 2 " EMBED PL 3/4 8" NOTE: APPLIES TO HSS4x4 PER A,B & C/S6.01 DocuSign Envelope ID: 7E32D4F2-403C-47C2-AF3C-CBBD425C6BDC 888 S. Figueroa Street 18th Floor Los Angeles, CA 90017 323.733.6673 T 323.733.8682 F www.englekirk.com © Englekirk Institutional, Inc. 2020 05.18.2022 1/8"= 1'-0" EI A/S2.01 First Floor Framing Plan SKS-002.1 Ladera Linda Community Park Project FF10 - FF10 - FF10 - FF10 -SMFSMFSMFSMFS5 . 0 1 SM F B / S5.01SMF C/ S5.01SMF D/ GB2 GB2 GB1 GB 1 GB 2 GB1 TYPICAL 6" WIDE CURB AT EXTERIOR WALLBOXED (A)BOXED (A)BOXED (A)BOXED (A)-1/2" -1/2"HSS4x4x1/4HSS4x4x1/4S6.01 A1 S6.01 A1 S6.01 A1 S6.01 A1HSS4x4x1/2HSS4x4x1/2S6.01 A SIM. S6.01 A SIM.HSS4x4x1/4HSS4x4x1/4JH 3 2 2.1 3.1 DocuSign Envelope ID: 7E32D4F2-403C-47C2-AF3C-CBBD425C6BDC 888 S. Figueroa Street 18th Floor Los Angeles, CA 90017 323.733.6673 T 323.733.8682 F www.englekirk.com © Englekirk Institutional, Inc. 2020 05.18.2022 1/8"= 1'-0" EI A/S2.02 Roof Framing Plan SKS-002.2 Ladera Linda Community Park Project 3 2 2.1 3.1 FUTURE PV SOLAR AREA 470 SF S5 . 0 1 SM F B / W14x22 W14x22 W14x22 W1 8 x 6 0 W1 4 x 2 2 BS W1 4 x 2 2 BS BS BS BS BS BS BS BS BS W1 4 x 2 2 W1 4 x 2 2 W1 4 x 2 2 W1 4 x 2 2 W1 4 x 2 2 W1 4 x 2 2 W1 4 x 2 2 W1 4 x 2 2 BS BS BS BS S5.01SMF C/ (T A (T A ED ) ED ) W 46 46W12x26 W12x26 W14x22 W14x22 W W12x26 W1 2 x 2 6 HSS6x4x1/4(L) HSS8x4x1/4(L) S5.01SMF D/ W12x26W1 2 x 2 6 HSS6x4x1/4(L) HSS8x4x1/4(L) JH DocuSign Envelope ID: 7E32D4F2-403C-47C2-AF3C-CBBD425C6BDC 888 S. Figueroa Street 18th Floor Los Angeles, CA 90017 323.733.6673 T 323.733.8682 F www.englekirk.com © Englekirk Institutional, Inc. 2020 SKS-002.3 05.18.2022 NTS EI A/S6.01 Updated SectionLadera Linda Community Park Project GROUND LEVEL 448'-0" ROOF 464'-0" HSS4x4x PER PLAN HSS12x4x (L) PER PLAN STEEL BEAM PER PLAN ROOF DECK PER PLAN HSS6x4x (L) PER PLAN W8x PER PLAN W12x PER PLAN B BW12x PER PLAN 2 1 / 2 " HSS4x4x1/2 HSS4x4x1/2 SECTION B-B BENT PL3/8 EA. SIDE w/ 3/4"ø A325-N IN 2" LONG VERICAL SLOTTED HOLE 6" 3" 1" MIN. 3/ 4 " G A P . 1/4 TYP. TYP. A 8" 6" PLAN VIEW A-A EMBED PL3/4 w/ (2)3/4"ø x 0'-8" LONG NELSON STUDS 1/4 CONCRETE GRADE BEAM PER PLAN SLAB ON GRADE PER PLAN 7 S1.11TYP. HSS4x4x PER PLAN SECURITY DOOR MOTOR HSS4x4x1/2 AT A1 ONLY EXTEND BACK TO INSIDE COL. HSS4x4x1/4 AT A1 ONLY 1 S1.02 D HSS8x4x (L) PER PLAN AT A1 ONLY HSS4x4x PER PLAN AT A1 ONLY TYP. A SECURITY DOOR MOTOR AT A1 ONLY 8" 6" PLAN VIEW A-A EMBED PL3/4 3/16 HSS4x4x PER PLAN TYPICAL ALTERNATE PLAN VIEW 1 1 / 2 " T Y P . 1/4 PJP @ FLUSH EDGES C C SECTION C-C AT A1 ONLY 7 S1.11 TYP. L6x3 1/2x3/8 OR BENT PLEA. SIDE w/ 3/4"ø A325N IN 2" VERT. SLOTTED HOLE 1/4 2 SIDES EA. ANGLE 3/4" = 1'-0"ASECURITY DOOR STEEL FRAMING SECTION A1 AS NOTED DocuSign Envelope ID: 7E32D4F2-403C-47C2-AF3C-CBBD425C6BDC EXTERIOR GLAZING SYSTEM PER SCHEDULE THERMAL BATT INSULATION METAL STUD PER PARTITION TYPE EXTERIOR GYPSUM SHEATHING AND WRB 1" RIGID INSULATION CEMENTITIOUS BACK BOARD MEDIUM BED MORTAR EXTERIOR PORCELAIN TILE WP-4 ANTI-FRACTURE MEMBRANE: CUSTOM BUILDING PRODUCTS REDGARD 30-45' OPENING 5 5/16" THERMAL BATT INSULATION METAL STUD PER PARTITION TYPE EXTERIOR GYPSUM SHEATHING AND WRB 1" RIGID INSULATION CEMENTITIOUS BACK BOARD MEDIUM BED MORTAR EXTERIOR PORCELAIN TILE ROLLING GRILLE JAMB EXTERIOR GLAZING PER SCHEDULE BLOCKING AS REQUIRED 4x4 JAMB POSTS - SEE STRUCTURAL WP-4 ANTI-FRACTURE MEMBRANE: CUSTOM BUILDING PRODUCTS REDGARD 18-30' OPENING 4 1/8" THERMAL BATT INSULATION METAL STUD PER PARTITION TYPE EXTERIOR GYPSUM SHEATHING AND WRB 1" RIGID INSULATION CEMENTITIOUS BACK BOARD MEDIUM BED MORTAR EXTERIOR PORCELAIN TILE ROLLING GRILLE JAMB EXTERIOR GLAZING PER SCHEDULE BLOCKING AS REQUIRED 4x4 JAMB POSTS - SEE STRUCTURAL WP-4 ANTI-FRACTURE MEMBRANE: CUSTOM BUILDING PRODUCTS REDGARD 30-45' OPENING 5 5/16" EXTERIOR GLAZING SYSTEM PER SCHEDULE 30'-45' OPENING 5 5/16" 5 3/4" PAINT ALL EXPOSED STEEL AND GUIDES TO MATCH MULLIONS THERMAL BATT INSULATION METAL STUD PER PARTITION TYPE EXTERIOR GYPSUM SHEATHING AND WRB 1" RIGID INSULATION CEMENTITIOUS BACK BOARD MEDIUM BED MORTAR EXTERIOR PORCELAIN TILE WP-4 ANTI-FRACTURE MEMBRANE: CUSTOM BUILDING PRODUCTS REDGARD <18' OPENING 3 1/8" THERMAL BATT INSULATION METAL STUD PER PARTITION TYPE EXTERIOR GYPSUM SHEATHING AND WRB 1" RIGID INSULATION CEMENTITIOUS BACK BOARD MEDIUM BED MORTAR EXTERIOR PORCELAIN TILE WP-4 ANTI-FRACTURE MEMBRANE: CUSTOM BUILDING PRODUCTS REDGARD 45'-60' OPENING 6 3/8" 5 3/4" GUIDES PAINTED TO MATCH MULLIONS 18-30' OPENING 4 1/8" BLOCKING AS REQUIRED 4x4 JAMB POSTS - SEE STRUCTURAL DOOR PER SCHEDULE <18' OPENING 3 1/8" KEYNOTES KEY VALUE KEYNOTE TEXT BIM LADERA LINDA COMMUNITY PARK PROJECT: CITY OF RANCHO PALOS VERDES: A r c h i t e c t u r e a n d U r b a n D e s i g n5898 Blackwelder Street, Ground Floor Culver City, CA 90232 (Tel) 310-559-5720 (Fax) 310-559-8220 ARCHITECT CONSULTANTS . ARCHITECT'S / ENGINEER'S STAMP The drawings and specifications, ideas, designs, and arrangements are and shall remain the property of the architect. No part thereof shall be copied or used in connection with any work or project other than the specific project for which they have been prepared without the written consent of the architect. Visual contact with these drawings or specifications shall constitute evidence of acceptance of these restrictions. Written dimensions on these drawings shall have precedence over scaled dimensions. Contractor shall verify and be responsible for all dimensions and conditions on the job and this office must be notified of any variation from the dimensions and conditions shown by these drawings. Shop details must be submitted to this office for approval before proceeding with fabrication. © MDA Johnson Favaro 2017 CHECKED BY: No.Issue DRAWN BY: Date TITLE: SHEET: PROJECT #: SCALE: DATE: CITY APPROVALS PROJECT 32201 Forrestal Drive Rancho Palos Verdes, CA 90275 30940 Hawthorne Blvd. Rancho Palos Verdes, CA 90275 12/03/21 SIGNED 12/03/21 12 / 3 0 / 2 0 2 1 1 2 : 2 7 : 2 3 P M A4.31 EXTERIOR DETAILS REF. SCALE:A4.31 A2.123" = 1'-0" INTERMEDIATE MULLION 7 REF. SCALE:A4.31 A2.113" = 1'-0" COILING DOOR JAMB @ CORNER 30-45'8 REF. SCALE:A4.31 A2.113" = 1'-0" COLING DOOR JAMB @ TILE 18-30'6 REF. SCALE:A4.31 A2.123" = 1'-0" COILING DOOR JAMB @ TILE/ LAM 30-45'2 REF. SCALE:A4.31 A2.123" = 1'-0" COILING DOOR JAMB CORNER @ GLAZING 4 REF. SCALE:A4.31 A2.113" = 1'-0" SECURITY GRILLE JAMB @ TILE SHORT 9 REF. SCALE:A4.31 A2.123" = 1'-0" COILING DOOR JAMB @ TILE/ LAM 45-60'1 REF. SCALE:A4.31 A2.113" = 1'-0" COILING DOOR JAMB @TILE/LAM 18-30'3 REF. SCALE:A4.31 A2.123" = 1'-0" COILING DOOR JAMB @ DOOR 5 ROLL DOWN DOOR GUIDES AND EXPOSED STEEL TO BE PAINTED TO MATCH MULLIONS ISSUES/REVISIONS 50%CD 06.01.21 FIRE DEPARTMENT APPROVAL DocuSign Envelope ID: 7E32D4F2-403C-47C2-AF3C-CBBD425C6BDC LADERA LINDA PROJECT: LADERA LINDA COMMUNITY PARK PROJECT DESCRIPTION: ROOF FRAMING PLAN LOCATION: 32201 FORRESTAL DRIVE,CA 90275 A CHECKED BY: FOR APPROVAL E0102 DATE REV. SJK RR 04-20-2022 Trussworks International ENG: ENGLEKRIK T: 909-461-3112 F: 909-461-3735 DESCRIPTION JOB NO: 1275 E.Franklin Ave Pomona, CA 91766 DATE DATE ------ DRAWN BY: www.twifab.com SHEET NO. CAT# DISTRIBUTION CUSTOMER: CITY OF RANCHO PALOS VERDES ARCH: JOHNSON FAVARO 04-25-22 DIMENSION AS SHOWN IN CLOUD. PLEASE VERIFY ALL BEAM & COLUMN LOCATING ELEVATION AS SHOWN IN CLOUD. PLEASE VERIFY ALL TOP OF STEEL W8x35 B006 W8x35 B006 W8x35 B006 W8x35 B006 W8x35 B006 W8x35 B029 W8x35 W8x35 B110 W8x35 B110 W8x35 B110 W8x35 B110 W8x35 B110 W8x35 B124 W8x35 W18x35 B017 W18x35 B019 W18x35 B025 W18x35 B027 W18x35 W18x35 B066 W18x35 B063 W18x35 B048 W18x35 B045 W24x84 B03 4 W16 x 5 7 B03 3 W16 x 5 7 B04 6 W14 x 8 2 B04 9 W18 x 6 0 B06 4 W18 x 6 0 B06 7 W18 x 6 0 B02 8 W18 x 4 6 B037 (EL: 463-5 1 /8 ) W24x84 W12x26 B016 (EL: 462-7 3 /16 )W12x26 B018 (EL: 462-7 3 /16 ) W12x26 B021 (EL: 462-7 3 /16 )W12x26 B007 (EL: 462-7 3 /16 )W12x26 B007 (EL: 462-7 3 /16 )W12x26 W12x26 B109 (EL: 462-7 3 /16 ) W12x26 B116 (EL: 462-7 3 /16 ) W12x26 B120 (EL: 462-7 3 /16 ) W12x26 B109 (EL: 462-7 3 /16 ) W12x26 B109 (EL: 462-7 3 /16 ) W12x26 W14x22 B065 W14x22 B061 W14x22 B054 W14x22 B047 W14x22 B043 W14x22 B041 W14x22 B042 W14x22 B042 W14x22 B047 W14x22 B047 W14x22 B060 W14x22 B052 W14x22 B053 W14x22 B059 W14x22 B060 W14x22 B065 W14x22 B065 W14x22 W14x22 W14x22 W14x22 B036 (EL: 463-5 1 /8 ) W12x26 B05 5 W14 x 2 2 B05 5 W14 x 2 2 B05 5 W14 x 2 2 B05 5 W14 x 2 2 B05 0 W14 x 2 2 B05 0 W14 x 2 2 B05 0 W14 x 2 2 B05 0 W14 x 2 2 B03 8 W18 x 5 0 B056 W18x50 B05 8 W14 x 2 2 B039 W14x22 B06 2 W14 x 2 2 B039 W14x22 B04 0 W14 x 2 2 B039 W14x22 B04 4 W14 x 2 2 B039 W14x22 B02 2 W12 x 2 6 B118 W12x26 B119 W12x26C011W14x132C009W14x132C028W14x132C027W14x132C015W14x145C030W14x145C014W14x43C029W14x43C008W14x43C026W14x43C006W14x43C025W14x43C017W12x40B05 7 W18 x 5 0 B02 6 W18 x 4 6 B02 4 W18 x 4 6 B02 0 W18 x 4 6 B00 9 W18 x 4 6 B00 9 W18 x 4 6 B035 (EL: 463-5 1 /8 ) W12x26 B035 (EL: 463-5 1 /8 ) W12x26 B032 (EL: 463-5 1 /8 ) W12x26 B12 2 W18 x 4 6 B12 1 W18 x 4 6 B11 3 W18 x 4 6 B11 7 W18 x 4 6 B11 1 W18 x 4 6 B11 1 W18 x 4 6 B023 C034 HSS4x4x 1 /2 C016 HSS4x4x 1 /2 C033 HSS4x4x 1 /2 C013 HSS4x4x 1 /2 C012 HSS4x4x 1 /2C010 HSS4x4x 1 /4 C010 HSS4x4x 1 /4 C032 HSS4x4x 1 /4 C010 HSS4x4x 1 /4 C012 HSS4x4x 1 /2C007HSS4x4x1/2C031 HSS4x4x 1 /2 C007 HSS4x4x 1 /2 B030 (EL: 462-7 3 /16 )(EL: 463-5 1 /8 ) W12x26 B031 W12x26 M023 HSS6x4x 1 /2 M035 M025 M03 0 M037 M02 6 M028 HSS12x4x 5 /8 M02 9 HS S 1 2 x 4 x 5 /8 M028 HSS12x4x 5 /8 B030 (EL: 462-7 3 /16 )(EL: 463-5 1 /8 ) W12x26 B123 W12x26 B05 1 W12 x 2 6 B015 W12x26 B015 W12x26 M03 1 HS S 6 x 4 x 1 /2 M023 HSS6x4x 1 /2 M039 M025 M03 2 M039 HSS4x4x 1 /2 M04 0 M041 M022 HSS6x4x 1 /2 M027 HSS12x4x 5 /8 M01 5M042 M019 HSS6x4x 1 /4 M02 0 M042 M021 HSS8x4x 1 /4 M02 0 M033 M014 HSS6x4x 1 /2M01 5 M018 HSS12x4x 5 /8 M033 HSS4x4x 1 /2 M01 5 B115 W12x26 M035 M02 4 M022 HSS6x4x 1 /2M036 M01 5 M027 HSS12x4x 5 /8 M034 M019 HSS6x4x 1 /4 M034 M02 0M02 0 M021 (EL: 459-10) HSS8x4x 1 /4M017HSS12x4x5/8 M033 M016 HSS6x4x 1 /2 M033 M01 5 M01 5 M005 M008M005M005M007 VB001 L4x4x 3 /8 VB002 L4x4x 3 /8 M038 M005 M005 M007M005M005M007M005M005M007M005M005M007M007 M005 M008M005M005M007M005M005M007M005M005M007M005M005M007M005M005M007M007 M00 4 L6x6 x3/8 M00 3 M00 3 M004 L6x6 x 3 /8 M003 M003 5- 5 8 9/16 2-2 15 /16 1- 6 3 /4 2- 0 1 /2 4-10 2- 0 1 /2 6-5 13 /16 2- 0 1 /2 2- 6 2- 0 1 /2 1- 6 1 /2 5-3 13 /16 4-10 1- 6 1 /2 1- 6 3 /4 5-3 13 /16 1- 6 1 /2 8 1 /2 7-1 9/16 8 1 /2 5- 5 5- 5 7- 2 5 /8 7- 2 11 /16 2- 6 7- 2 11 /16 7- 2 11 /16 5- 5 5- 5 7- 2 11 /16 2- 6 5- 5 7- 2 5 /8 5- 5 2-2 15 /16 2- 6 7-1 9/16 24-0 12-6 1 /2 11 24-024-0 5- 6 5- 6 24-0 8- 4 4-11 1 /2 21 - 8 3 E Q . S P A C E S @ 7 - 2 11 /16 5- 6 5- 5 24-0 5- 6 10-0 10-0 0 0 8- 4 10-0 10-0 11 - 8 11 - 8 30 - 0 4-2 3 /4 3-1 7 /8 2- 4 3 /4 2- 4 3 /4 2- 4 3 /4 2- 4 3 /4 2- 4 3 /4 2- 4 3 /4 1- 6 3 /4 2-6 6-4 6-4 6-4 2-6 2-6 6-4 6-4 6-4 2-6 6 E.O . D . 6 E.O . D . MA T C H L I N E R E F E R E 0 1 0 2 S H E E T MA T C H L I N E R E F E R E 0 1 0 1 S H E E T J L.2HK M.1GFML 03 E0103 (TYP) (TYP)E0103 04 E0104 (TYP) 01 (TYP) E0103 07 3.E.O.D.-INDICATES EDGE OF DECK. 2. -INDICATES MOMENT CONNECTION. 1.TOP OF STEEL ELEVATION: 461-10 3 /4 (U.N.O.) SCALE-1:60 ROOF FRAMING PLAN REF:A/S2.02 W18x50 4 3 1 2 (ALONG THIS LINE) EL: 463-5 1 /8 TOP OF STEEL (ALONG THIS LINE) EL: 463-5 1 /8 TOP OF STEEL (A L O N G G R I D M ) EL : 4 6 3 - 1 0 1 /8 TO P O F S T E E L (TY P . ) (TYP . ) HANGER (TYP.)HANGER (TYP.) REF:E0101 REF:E0102 (TYP) 01 E0104 (TYP) 01 E0104(TYP) 01 E0104 E0104 (TYP) 02 03 E0104 (TYP) 03 E0104 (TYP @ TAPERD BEAM) 06 E0103 E0103 05 (TYP) E0103 (TYP)02 ARRANGEMENT DETAIL. ALSO PROVIDE HORIZONTAL BRACE MOMENT ARRANGEMENT DETAILS. PLEASE PROVIDE BEAM SPLICE LOCATION & 08 E0103 For clouded dimensions, see comments on E0101 6'-0" 4'-10" EQ. EQ. EQ. 8'-3 1/2" 5'-2 3/4" 5'-2 3/4" 5'-2 3/4" 6'-8" 5'-3 3/4" 10 1/2" 5'-3 3/4"7'-1 1/2" 6 1 / 2 " 5'-3 3/4" 10 1/2" 1'-7 1/4" 2'-4 1/8" 7'-1 1/2" 7" Refer to Anchor Bolt Layout Submittal and ASI 5 Refer to Anchor Bolt Layout Submittal and ASI 5 1'-7 3/8" 2'-4" 2'-0 3/4" HSS 8x4x1/2 per ASI 6 HSS 8x4x1/2 per ASI 6 2'-0 1/4" 2'-0" 4'-9 1/4" 4'-9 1/4" 1'-11 3/4" 4'-5 1/8"2' 4 1/8" 8'-3 1/2" 462' - 7 3/32" 462' - 7 3/32" 462' - 7 3/32" 462' - 7 3/32" 462' - 7 3/32" 462' - 7 3/32"462' - 7 3/32"462' - 7 3/32"462' - 7 3/32" 29'-11 5/8" 21'-8 1/8" @ 7'-2 11/16" 463' - 11 3/16" 463' - 5 3/32" 463' - 5 3/32" EQ. EI: W12x30 PER S2.02 EI: W12x30 PER S2.02 EI: BEAM SPLICE PER 4/S1.11 L6x ANGLES FOR DECK SUPPORT AT RIDGE WITH CONNECTIONS PER 1/S1.22 Move HSS4x4 north. See Anchor bolt layout submittal and forthcoming ASI CONFIRMED CONFIRMED CONFIRMED confirmed confirmed EL : 4 6 1 ' - 1 0 5 / 8 " EL:461'-10 5/8" EL:461'-10 5/8" SL O P E D SL O P E D SL O P E D SL O P E D SL O P E D SL O P E D SL O P E D SL O P E D EL: 463'-6" SLOPED SLOPED SLOPED SLOPED SLOPED SLOP E D SL O P E D SLOPED SLOPED EL: 463'-6" EL: 463'-6" EL: 463'-6" EL: 463'-6" EL: 463'-6" EL: 463'-6" DocuSign Envelope ID: 7E32D4F2-403C-47C2-AF3C-CBBD425C6BDC DocuSign Envelope ID: 7E32D4F2-403C-47C2-AF3C-CBBD425C6BDC Sunbeam Consulting 1817 Josie Avenue Long Beach, California Cost Estimate - Sunbeam Consulting CO #88 PCO 04R5 - Rollup door modifications SUBCONTRACTOR 1- Trussworks International Hrs Rate Rollup door modifications 600.00$ -$ 80 110.00$ 8,800.00$ -$ -$ -$ -$ -$ -$ -$ -$ -$ -$ -$ -$ -$ -$ -$ -$ -$ -$ -$ -$ 600.00$ -$ 8,800.00$ Subtotal 9,400.00$ Mobilization 250.00$ Sales Tax -$ Insurance 141.00$ Markup 1,410.00$ Bond 94.00$ Total Subcontractor Cost 11,295.00$ CONTRACTOR - AMG Hrs Rate -$ -$ 86.30$ -$ -$ -$ 110.00$ -$ -$ -$ -$ -$ -$ -$ -$ -$ -$ -$ -$ -$ -$ -$ -$ -$ -$ -$ -$ Subtotal -$ Subcontractor Cost 11,295.00$ Subtotal 11,295.00$ Mobilization -$ Sales Tax -$ Insurance 169.43$ Markup 1,694.25$ Bond 112.95$ Total Cost 13,271.63$ Proposed PCO cost 12,307.50$ Difference ($) (964.13)$ Difference (%) -7.83% Equipment cost Equipment cost Material cost Lab cost Material cost Labor cost (no direct costs) DocuSign Envelope ID: 7E32D4F2-403C-47C2-AF3C-CBBD425C6BDC Certificate Of Completion Envelope Id: 7E32D4F2403C47C2AF3CCBBD425C6BDC Status: Completed Subject: Complete with DocuSign: LL_CO.88_Compiled_2024.04.03.pdf Source Envelope: Document Pages: 27 Signatures: 3 Envelope Originator: Certificate Pages: 5 Initials: 1 James O'Neill AutoNav: Enabled EnvelopeId Stamping: Enabled Time Zone: (UTC-08:00) Pacific Time (US & Canada) 30940 Hawthorne Blvd. Rancho Palos Verdes, CA 90275 joneill@rpvca.gov IP Address: 72.34.97.146 Record Tracking Status: Original 4/16/2024 4:03:12 PM Holder: James O'Neill joneill@rpvca.gov Location: DocuSign Signer Events Signature Timestamp David Copp dcopp@rpvca.gov Deputy Director of Public Works City of Rancho Palos Verdes Security Level: Email, Account Authentication (None) Signature Adoption: Uploaded Signature Image Using IP Address: 72.34.97.146 Sent: 4/16/2024 4:31:31 PM Viewed: 4/16/2024 4:33:19 PM Signed: 4/16/2024 4:33:46 PM Electronic Record and Signature Disclosure: Not Offered via DocuSign Ramzi Awwad rawwad@rpvca.gov Director of Public Works City of Rancho Palos Verdes Security Level: Email, Account Authentication (None) Signature Adoption: Drawn on Device Using IP Address: 72.34.97.146 Sent: 4/16/2024 4:33:50 PM Viewed: 4/16/2024 7:52:18 PM Signed: 4/16/2024 7:55:20 PM Electronic Record and Signature Disclosure: Accepted: 3/2/2023 10:45:19 AM ID: 3242b72d-4755-489d-8e5f-7c62dc360470 Vina Ramos vramos@rpvca.gov Director of Finance City of Rancho Palos Verdes Security Level: Email, Account Authentication (None) Signature Adoption: Pre-selected Style Using IP Address: 172.117.19.238 Signed using mobile Sent: 4/16/2024 7:55:25 PM Viewed: 4/17/2024 7:20:41 AM Signed: 4/17/2024 7:21:31 AM Electronic Record and Signature Disclosure: Not Offered via DocuSign Ara Mihranian aram@rpvca.gov City Manager City of Rancho Palos Verdes Security Level: Email, Account Authentication (None) Signature Adoption: Uploaded Signature Image Using IP Address: 104.34.113.36 Sent: 4/17/2024 7:21:36 AM Viewed: 4/19/2024 4:57:54 AM Signed: 4/19/2024 4:58:31 AM Electronic Record and Signature Disclosure: Not Offered via DocuSign In Person Signer Events Signature Timestamp Editor Delivery Events Status Timestamp Agent Delivery Events Status Timestamp Intermediary Delivery Events Status Timestamp Certified Delivery Events Status Timestamp Carbon Copy Events Status Timestamp City Clerk cityclerk@rpvca.gov Security Level: Email, Account Authentication (None) Sent: 4/19/2024 4:58:37 AM Viewed: 4/22/2024 4:46:05 PM Electronic Record and Signature Disclosure: Accepted: 2/1/2023 3:10:58 PM ID: 505eed45-7ed0-4db8-aae6-ef6eedfef03d Lorna Cloke lornac@rpvca.gov Security Level: Email, Account Authentication (None) Sent: 4/19/2024 4:58:37 AM Electronic Record and Signature Disclosure: Not Offered via DocuSign Alan Braatvedt alan@sunbeamtech.net Security Level: Email, Account Authentication (None) Sent: 4/19/2024 4:58:38 AM Electronic Record and Signature Disclosure: Accepted: 2/27/2024 8:10:15 PM ID: 0b746f99-ced5-4219-9c03-ed8862c26e90 Witness Events Signature Timestamp Notary Events Signature Timestamp Envelope Summary Events Status Timestamps Envelope Sent Hashed/Encrypted 4/16/2024 4:31:31 PM Certified Delivered Security Checked 4/19/2024 4:57:54 AM Signing Complete Security Checked 4/19/2024 4:58:31 AM Completed Security Checked 4/19/2024 4:58:38 AM Payment Events Status Timestamps Electronic Record and Signature Disclosure ELECTRONIC RECORD AND SIGNATURE DISCLOSURE From time to time, 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