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HomeMy WebLinkAboutPS 2022-0047; WRIGHT PLACE; Sign Permits/Programs (PS)Job number: Date: WRIGHT PLACE - PERMIT SET EXTERIOR SIGNAGE 1902 Wright Place Carlsbad, CA 92008 SHOP DRAWINGS APPROVED FOR FABRICATION 05-17-21SHEET INDEX COVER PAGE COLOR SCHEDULE Page 1 SITE PLAN Page 2 - 3 SIGN TYPE B Page 4 - 6 ENGINEERING Page 7 - 9 DEMO SCOPE Page 10 SCOPE OF WORK - SIGN PERMIT - DEMO AND REMOVE EXISTING MONUMENT SIGN - FABRICATE & INSTALL (1) NON-ILLUMINATED MONUMENT SIGN. ALL WORK TO COMPLY WITH THE 2019 CALIFORNIA BUILDING CODE (2019 CBC), 2019 CALIFORNIA (SAA DRAWINGS DATED 11.10.21) 522036 03.28.22 PS2022-0047 2022-0103 Jessica Evans 05/26/22 Project Name: Project Location: Sheet Title: Job Number: Drawn By: Sheet Number: Start Date:PAGE 1PROJECT INFOSHEET INFO3411 LAKE CENTER DRIVE SANTA ANA, CA 92704 W: www.thirdfloornorth.com P: 714.556.0990 REVISIONSApproval: Approved APPROVED BY: Revise & Resubmit Approved As Noted APPROVALWRIGHT PLACE;INTERIOR SIGNAGE CARLSBAD, CA COLOR SCHEDULE 522036 BRETT SPERRY WP-COLOR 03-28-22 1 05-10-212 3 4 5 P1 P2 P4 P5 P3 COLOR SCHEDULE COLOR NAME MATERIAL FINISH COLOR CODE NOTES CUSTOM FAUX CORTEN PAINT MATTE BASE COLOR - MP13915 “NEPTUNIAN GRAY” GRAY PAINT SATIN PMS COOL GRAY 7C USE MATTHEWS PAINT REFLECTIVE WHITE PAINT SATIN HENTZEN “ALERT REFLECTIVE COATING BRIGHT WHITE” DARK GRAY PAINT SATIN MP13915 “NEPTUNIAN GRAY” BLACK PAINT SATIN MP LVS 923 Project Name: Project Location: Sign Type: Job Number: Drawn By: Start Date:PAGE 2PROJECT INFOSHEET INFO3411 LAKE CENTER DRIVE SANTA ANA, CA 92704 W: www.thirdfloornorth.com P: 714.556.0990 REVISIONSApproval: Approved APPROVED BY: Revise & Resubmit Approved As Noted APPROVALSheet Number: 1900 1902 1903 WRIGHT PLACE WRIGHT PLACE PALOMAR OAKS WAY1 2 3 4 5 WP-SITE SCALE: NTS SITE PLAN1 SCALE: NTS SIGN LOCATIONA WRIGHT PLACE;EXTERIOR SIGNAGE CARLSBAD, CA 522036 BRETT SPERRY 03-28-22 B A -- 13’ - 2” 13’ - 5” FABRICATOR NOTE: - DEMO EXISTING SIGN AND INSTALL NEW SIGN IN THE SAME LOCATION - SEE NEXT PAGE FOR REFERENCE TO EXISTING CONDITION Project Name: Project Location: Sign Type: Job Number: Drawn By: Start Date:PAGE 3PROJECT INFOSHEET INFO3411 LAKE CENTER DRIVE SANTA ANA, CA 92704 W: www.thirdfloornorth.com P: 714.556.0990 REVISIONSApproval: Approved APPROVED BY: Revise & Resubmit Approved As Noted APPROVALSheet Number: 1 2 3 4 5 WP-SITE SCALE: NTS REFERENCE PHOTOS - EXISTING CONDITION 1 WRIGHT PLACE;EXTERIOR SIGNAGE CARLSBAD, CA 522036 BRETT SPERRY 03-28-22 Project Name: Project Location: Sign Type: Job Number: Drawn By: Start Date:PAGE 4PROJECT INFOSHEET INFO3411 LAKE CENTER DRIVE SANTA ANA, CA 92704 W: www.thirdfloornorth.com P: 714.556.0990 REVISIONSApproval: Approved APPROVED BY: Revise & Resubmit Approved As Noted APPROVALSheet Number: 1900-1903 WRIGHT PLACE LEE & ASSOCIATES REGUS FUTURE TENANT FUTURE TENANT FUTURE TENANT FUTURE TENANT B.1 WP-1.2-A B.2 WP-1.2-A C WP-1.2-A 5 OUTSIDE OF PANEL PAINTED [P2] INSIDE OF PANEL PAINTED [P4] 7 P1 7 P1 4 P2 7P1 7 P1 6 7P1 3P5 3P3 SEAM IN 1/8” THK. ALUM BACK PANEL 2 NOTES & SPECIFICATIONS 4’ - 0” TALL BY 15’ - 0“ WIDE NON-ILLUMINATED MONUMENT SIGN WITH 6 REMOVABLE TENANT PANELS. FRAME STRUCTURE TO CONSIST OF 1 /” BY 1/8“ WALL SQ. TUBE. 3” DEEP FABRICATED CHANNEL LOGO TO BE MOUNTED TO PERFORATED PANEL WITH 1/2“ SPACERS PAINTED TO MATCH THE LETTERS. 1” THICK WATERJET ACRYLIC FCO LETTERS. TO BE MOUNTED TO PERFORATED PANEL WITH 1/2“ SPACERS PAINTED TO MATCH THE LETTERS. 1/8” THICK PERFORATED ALUMINUM PANEL MECHANICALLY FASTENED TO VERICAL FRAME STRUCTURE. 1/8” THICK (SOLID) ALUMINUM ACCESS PANEL TO BE MECHANICALLY FASTENED TO VERTICAL FRAME STRUCTURE. 2 PANELS TOTAL TO HAVE A SEAM IN THE CENTER OF THE SIGN. 2500 PSI CONCRETE BASE AND FOOTING AS REQUIRED. FOR COMPLETE DETAILS SEE ENGINEERING (PAGE 6) 1 /” BY 1/8“ WALL SQ. TUBE FRAME (PERIMETER ONLY) SKINNED WITH 1/8” ALUMINUM. ST-B;TENANT MONUMENT 05-06-22 1 2 3 4 5 QTY: 1B 1 2 3 4 5 6 7 WP-2.0-B SCALE: 1/2" = 1'-0" FRONT VIEW - NON ILLUMINATED MONUMENT (60 SQ/FT TOTAL SIGN AREA) ELEVATION - REAR VIEW 1 SCALE: 1/2" = 1'-0" ELEVATION - SIDE VIEW END PROFILE SECTION 2 SCALE: FULL SCALE PERF DETAIL - 33% OPEN AREAASCALE: 3" = 1'-0" ELEVATION - PLAN VIEW3 A -- 2 P3 3 P3 3 P5 4 P2 6 1 WRIGHT PLACE;EXTERIOR SIGNAGE CARLSBAD, CA 522036 BRETT SPERRY 03-28-22 3/16” 5/16”1/8” 15’ - 0” 3’ - 10” 3’ - 0”4”4” 11’ - 2” 5’ - 7” 4’ - 0” 3’ - 0” 2” 2” 4” 4” 4’ - 0” 2” 1” 1’ - 4” 10” 10” 1’ - 2”5” 3” 10” 1’ - 8” 7” 3’ - 0”3’ - 0” VARIES 1/2”1” 16’ - 0” 15’ - 0”6”6” 3’ - 0”1’ - 8” 8” 8” 7” Project Name: Project Location: Sign Type: Job Number: Drawn By: Start Date:PAGE 5PROJECT INFOSHEET INFO3411 LAKE CENTER DRIVE SANTA ANA, CA 92704 W: www.thirdfloornorth.com P: 714.556.0990 REVISIONSApproval: Approved APPROVED BY: Revise & Resubmit Approved As Noted APPROVALSheet Number: 15’ - 0” 15’ - 1/2” PICK POINTS IN SQ. TUBE FRAME NOTES & SPECIFICATIONS 1 /” BY 1/8“ WALL SQ. TUBE FRAME. 1 /” BY 1/8“ WALL SQ. TUBE FRAME. 1 /” BY 2 /” BY 2 /” (3/16” WALL) ALUMINUM ANGLE CLIP FOR WEDGE ANCHOR ATTACHMENT TO CONCRETE FOOTING. 1 /” BY 1/8“ WALL SQ. TUBE “CLIP” (2” TALL). ACCESS PANEL TO BE MECHANICALLY FASTENED TO BACK OF “CLIP”. PERF PANEL TO BE MECHANICALLY FASTENED TO FRONT OF “CLIP”. ST-B;TENANT MONUMENT 1 2 3 4 5 1 2 3 4 WP-2.1-B SCALE: 1/2" = 1'-0" DETAIL - 1 /” SQ. TUBE FRAME ONLY - FRONT VIEW1 SCALE: 1/2" = 1'-0" SIDE VIEW END PROFILE SECTION 2 SCALE: NTS ANGLE CLIP DETAIL - 12 TOTAL WEDGE ANCHOR D 11 1 1 3 1 1 2 P4 2 P4 2 P42P4 2 P4 2 P4 2 P4 WRIGHT PLACE;EXTERIOR SIGNAGE CARLSBAD, CA 522036 BRETT SPERRY 03-28-22 90 O 90 O 94.1 O 84.9 O 15’ - 0” EQ.EQ.EQ.EQ. 3’ - 11 /” 1 /” 1’ - 8” 7” 3’ - 11 /” 1 /” 3’ - 11 /” 1 /” 7” 2 /”2 /” 1 /” /” 3/16” SCALE: NTS SQ. TUBE DETAIL - 6 TOTAL ACCESS PANEL ATTACHMENT E 4 1 /”1 /” 2” VARIES NOTE: THE (5) 1 /” SQ. TUBE VERTICAL SUPPORTS WILL BE OFFSET 1/4” FROM THE BACK OF THE SIGN. FRAME DETAIL - PLAN VIEW FRAME DETAIL - ISOMETRIC VIEW D -- E -- NOTE: 5 VERTICAL SUPPORTS TO BE PAINTED [P4] Project Name: Project Location: Sign Type: Job Number: Drawn By: Start Date:PAGE 6PROJECT INFOSHEET INFO3411 LAKE CENTER DRIVE SANTA ANA, CA 92704 W: www.thirdfloornorth.com P: 714.556.0990 REVISIONSApproval: Approved APPROVED BY: Revise & Resubmit Approved As Noted APPROVALSheet Number: 5” 3” 1 1 11P4 NOTES & SPECIFICATIONS 1 /” BY 1/8“ WALL SQ. TUBE FRAME. 1/8” THICK ALUMINUM SKIN ATTACHED TO SQ. TUBE FRAME WITH LORDS ADHESIVE. 2“ ALUMINUM FLATBAR (1/8” THICK) ATTACHED TO SQ. TUBE FRAME WITH LORDS ADHESIVE. 1/8” THICK PERFORATED ALUMINUM PANEL MECHANICALLY FASTENED TO VERICAL FRAME STRUCTURE. 1/8” THICK ALUMINUM ACCESS PANEL (REMOVABLE) TO BE MECHANICALLY FASTENED TO FRAME STRUCTURE. 3” DEEP FABRICATED LOGO TO BE MOUNTED TO PERFORATED PANEL WITH 1/2“ SPACERS PAINTED TO MATCH THE LETTERS. 1” THICK WATERJET ACRYLIC FCO LETTERS. TO BE MOUNTED DIRECTLY TO PERFORATED PANEL WITH VHB TAPE AND SILICONE AS NECESSARY. 1 /” BY 2 /” BY 2 /” (3/16” WALL) ALUMINUM ANGLE CLIP FOR WEDGE ANCHOR ATTACHMENT TO CONCRETE FOOTING. 1 /” BY 2 /” BY 2 /” (3/16” WALL) ALUMINUM ANGLE CLIP FOR ACCESS PANEL ATTACHMENT TO TUBE FRAME. (WELDED TO TUBE FRAME, THE ACCESS PANEL WILL MECHANICALLY FASTEN TO THE ANGLE CLIPS). 2500 PSI CONCRETE BASE AND FOOTING AS REQUIRED. FOR COMPLETE DETAILS SEE ENGINEERING (PAGE 6). 1 /” BY 1/8“ WALL SQ. TUBE “CLIP” (2” TALL). ACCESS PANEL TO BE MECHANICALLY FASTENED TO BACK OF “CLIP”. PERF PANEL TO BE MECHANICALLY FASTENED TO FRONT OF “CLIP”. 1/16” THK. ALUMINUM SKIN. 1 /” BY 1/8“ WALL SQ. TUBE FRAME. 3/8” X 3/4” X 1/8“ WALL ALUMINUM ANGLE. WELDED OR ATTACHED TO THE SQ. TUBE FRAME WITH LORDS ADHESIVE AS NECESSARY. ANGLE WILL NOT BE REMOVABLE FROM MONUMENT FRAME. REMOVABLE 1/8” THICK PERFORATED ALUMINUM TENANT PANEL MECHANICALLY FASTENED TO 3/8” X 3/4” WALL ANGLE. ST-B;TENANT MONUMENT 1 2 3 4 5 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 WP-2.2-B SCALE: 6" = 1'-0" SECTION DETAILB.2 SCALE: 6" = 1'-0" SECTION DETAILB.1 SCALE: 6" = 1'-0" SECTION DETAILC 2 P1 1 P1 1 5 13 P4 4 P2 7P4 7P2 3 P1 3P1 1 2P1 WRIGHT PLACE;EXTERIOR SIGNAGE CARLSBAD, CA 522036 BRETT SPERRY 03-28-22 4’ - 0” 2” 1/16” GAP 1/16” GAP VARIES OUTSIDE OF PANEL PAINTED [P2] INSIDE OF PANEL PAINTED [P4] 5 13 P4 15 P2 14 P2 OUTSIDE OF PANEL PAINTED [P2] INSIDE OF PANEL PAINTED [P4] 15P2 1 5OUTSIDE OF PANEL PAINTED [P2] INSIDE OF PANEL PAINTED [P4] 10 1 P1 2 P1 1 5P1 1 3P1 4’ - 0” 2” 1/16” GAP 1/16” GAP 1/4” HILTI WEDGE ANCHOR 3/8” DIA. Project Name: Project Location: Sign Type: Job Number: Drawn By: Start Date:PAGE 7PROJECT INFOSHEET INFO3411 LAKE CENTER DRIVE SANTA ANA, CA 92704 W: www.thirdfloornorth.com P: 714.556.0990 REVISIONSApproval: Approved APPROVED BY: Revise & Resubmit Approved As Noted APPROVALSheet Number:ST-B;TENANT MONUMENT 1 2 3 4 5 WP-2.3-B-EGR. ENGINEERING1 WRIGHT PLACE;EXTERIOR SIGNAGE CARLSBAD, CA 522036 BRETT SPERRY 03-28-22 Project Name: Project Location: Sign Type: Job Number: Drawn By: Start Date:PAGE 8PROJECT INFOSHEET INFO3411 LAKE CENTER DRIVE SANTA ANA, CA 92704 W: www.thirdfloornorth.com P: 714.556.0990 REVISIONSApproval: Approved APPROVED BY: Revise & Resubmit Approved As Noted APPROVALSheet Number: DATE Job #JTS_33622 Project Wright Place- Monument B Job Location 1900 Wright Place Carlsbad, CA INPUT DATA Exposure category (B, C or D)=C Risk Category =II Ultimate Design Windspeed VULT =95 MPH Topographic factor Kzt =1 Flat Height of the sign h =4.00 FT Vertical dimension (for wall, s = h)s =4.00 FT Horizontal dimension B =15.00 FT Dimension of return corner Lr =0.58 FT ANALYSIS Velocity pressure qz = 0.00256 Kz Kzt Kd V2 Ke =16.69 PSF where: qz = velocity pressure at height h. ( Eq. 26.10-1 page. 268) Kz = velocity pressure exposure coefficient =0.85 evaluated at height above gRnd. level, h (Tab. 26.10-1, page 268) Kd = wind directionality factor. (Tab. 26.6-1, page 266)=0.85 Ke = ground elevation factor, see (Tab. 26.9-1, page 268)=1.00 Wind Force Case A: resultant force through geometric center (Sec. 29.4.1 & Fig. 29.4-1) Max horizontal wind pressure =p = qh G Cf ==19 PSF where:G = gust effect factor. (Sec. 26.9, page 198).=0.85 Cf = net force coefficient. (Fig. 29.4-1, page 252)1.36 As = B s = the gross area =60.00 FT2 Estimated sign weight =361 LBS. DESIGN SUMMARY Allowable Stress Design Wind Factor =0.60 Design Wind Pressure = 16.00 PSF Design Windforce, F =0.96 KIPS Design Moment = F x moment arm =6.60 KIP-FT Footing Design (See attached Enercalc calcs ) Unfactored Windforce, F =1.15 KIPSUnfactored Moment = F x moment arm =7.94 KIP-FT Frame Design (See attached Risa calcs ) ALUM. SQ. TUBEUSE6061-T6 WRT 1.75" x 1.75" x 0.125" Anchor Design Max. Support Tension Reaction, LC2, Node N17, Y = 0.664 KIPS Shear, X = 0.068 KIPS Shear, Z = -0.006 KIPS Resultant Shear =0.068 KIPS HILTI KB-TZ 2 S.S. EXPANSION ANCHOR Tension Req'd.USE ICC-ESR#4266 T =664 T =1755Shear Req'd. V =68 V =1836 ( 664 /1755 ) +( 68 /1836 ) =0.42 < 1 (OK) 5/11/2022 Sign Design Based On 2019 CBC 0.6 x p = DEPTH = 16" 3/8" DIA., x 2 5/16" NOM EMBED 16.00 x As = Unity = 19.24 x As = WIDTH = 16' - 0"LENGTH = 3' - 0"05/11/2022ST-B;TENANT MONUMENT 1 2 3 4 5 WP-2.4-B-EGR. ENGINEERING1 WRIGHT PLACE;EXTERIOR SIGNAGE CARLSBAD, CA 522036 BRETT SPERRY 03-28-22 Project Name: Project Location: Sign Type: Job Number: Drawn By: Start Date:PAGE 9PROJECT INFOSHEET INFO3411 LAKE CENTER DRIVE SANTA ANA, CA 92704 W: www.thirdfloornorth.com P: 714.556.0990 REVISIONSApproval: Approved APPROVED BY: Revise & Resubmit Approved As Noted APPROVALSheet Number:ST-B;TENANT MONUMENT 1 2 3 4 5 WP-2.5-B-EGR. ENGINEERING1 WRIGHT PLACE;EXTERIOR SIGNAGE CARLSBAD, CA 522036 BRETT SPERRY 03-28-22 Project Name: Project Location: Sign Type: Job Number: Drawn By: Start Date:PAGE 10PROJECT INFOSHEET INFO3411 LAKE CENTER DRIVE SANTA ANA, CA 92704 W: www.thirdfloornorth.com P: 714.556.0990 REVISIONSApproval: Approved APPROVED BY: Revise & Resubmit Approved As Noted APPROVALSheet Number:ST-B;TENANT MONUMENT 1 2 3 4 5 WP-2.6-B SITE CONDITION - TFN TO DEMOEXISTING SIGN AND FOOTING1 WRIGHT PLACE;EXTERIOR SIGNAGE CARLSBAD, CA 522036 BRETT SPERRY 03-28-22