HomeMy WebLinkAboutCDP 2021-0039; BOB BAKER VW PYLON SIGN; Administrative DeterminationVolkswagen
Volkswagen
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CITY OF CARLSBAD
Administrative Permit
Case No. C..(>i" 2 o <-I -0011 1
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White Frame Facility Program
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JUL 21 2021
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101 PROPE;;;;TY LINE.
1C2 HEAVY CASHED 13iF-1NDtCATES l:X!STING ?ATH OF TRAVEL TO REMA(:'ll.
~cs EX:STING PAR'Klrlf~ TO REMAIN UNCHANGED.
i M EXISTING ruu •. y t,(}GESSIBLi:: PF,RKiNG ST,.l!.LL TO REMAIN.
i 05 EXfST!NG FULLY r.nCESSlSlE Et,JTRM~:;:;E 70 REMAIN.
103 EXSTING TRA.S~ t+!ClOSUR!: Wl";H RECYCLING B!N TO F.EMAiN. PA1NT TO MATCH
ADJACENT 8UfLDitJG.
1 G7 PAlNT EXlSTING 1'Vi\LL, ALL SIDES, SW 6539 SOC!Th!NG WHITE.
108 RESTR!PE ASPH/3,i,T DRiVE TO ,\CCOMCDATE nvo LANES.
100 NEW FULLYACCt:S0iBU: PARKING STALL.
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MEW VOU\SW.&,Girn PYLON S!GN, S1GNAJ3E NOT A PART OF THIS PERMIT.
ELECTRfC VS:HiCL C QUA.RAN Tl Ni:: AREA.
ALi ... SITE LJGHTiNC::, IN THIS RC:G!ON / AP.EA TO SE FA!NTE:J Sl/\16258 TRI CORN s;.ACi'\ TO
MA.TCH R~i•-AA!Nl!\!G :EXISTING SiTE LtGHT!hlG.
VOU\SWAGE!\l !)(RECTIONAL SiGNAGE BYAGi. SiGNAGE NOT ft. FAR.i OF THtS PERMIT.
ON-SITE STAL!.$ PROVIDED: 10SSTAU.S
REQUESTED ST~'\LLS: z-as S7f\.LLS
ADDRESSES Of OFF-S1TE CAR STCRA:.:ZE:
2055 CAM!;,JO VlDA. fl.OSLE
CARL.SSAD, CA92008
505: AVENIDA ENClNAS
CARLSBAD, CA 92C-08
5335 C,!l.R COUNTRY DR:VE
CARLS8AD, CA 92008
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DRAWN!BY.: D. SCHNIZLEA
JOSNO.: S0019-0114·00
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Revision Notes 9/30/2020 Baker Volkswagen created by Architectu ra l Graphics, Desig ne r Date
'"s_c_a-,e-:-------11-A_d_d_r-es_s_:---------------------1 It is submitted for your personal u,h!r-tl'T"""---+---➔---------------------------------+------------------------1
conjun ction with a project being plallflE•----+---1------------------------------~ Architectural Graphics, Inc.
DESIGN DRAWING
l-xx_x _____ --1~~5""!'5~1~5~C~a~r~C_o_u_n_try.._D_r_iv_e _____________ --l for you by Architectural Graphics , Inc., a,...,...-+----+----+-----------------------------------1
Drawn: City I State I Zip: shall not be reproduced, used by or discl osed t----+-----+-------------------------------------1 2655 International Parkway
JER Carlsbad, CA 92008 to any firm or corporati on for any purp 54! Virginia Beach, VA 23452 ""P_r_o-je_c_t_M_a_n_a-ge_r_:--11-C--l-ie_n_t _A_p-pr_o_v_a_l: ___________ D_a-te_: ____ ---1 whatsoever without written permi ssion. t-5-+----+----+-----------------------------------1
C Konradson 6 Office: 757 .427 .1900
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Bob Baker Volkswagen ofCarls,bad; CA -#422831 -5515 Car Country :Dr, cal11sb'ii'd,C A1920o'8 ?fff~if11
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Si ze
3 VA-V203
VW MAIN PYLON -EURO SIZE 3
NOTE: EXISTING PYLON TO BE
RELOCATED TO NEW SITE BY AGI
Date: Project Name: This is an original unpublished d Revision Notes DESIGN DRAWING 9/30/2020 Baker Volkswagen created by Architectural Graphics, Designer Date .,_ _____ ..,.. _____ ....., _____________ ___.It is submitted for your personal h--lfl..---+---+------------------------------.,_ __________________ ___,.
Scale: Address : conjunction with a project being plallAEld-----+---+-------------------------------1 Architectural Graphics, Inc.
2655 International Parkway
Virginia Beach, VA 23452
Office: 757 .427 .1900
i,;.x;;,,;x~x ____ ....jl---s_s1_s_c_a_r _Co_u_n_t..:;ry_o_r_lv_e ___________ ---1for you by Architectural Graphics, Inc., apu::.+----+---+--------------------------------1
Drawn : City/ State I Zip: shall not be reproduced, used by or disclose.d_ 1-,-3+---+---+-------------------------------1
JER Carlsbad, CA 92008 to any firm or corporation for any pu
1-P-ro-j-ec_t_M_a-na_g_e-r:....jl-C-li-en_t_A_p_p-ro..;.va_l_: _________ D_at_e_: -----lwhatsoever without written permission. 5 C Konradson 1--6-+-----+----+--------------------------------1
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Scale: 1 /2" = 1' -O"
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1 1 COLOR LEGEND
GRIP GARD S ILVER 877C
PMS 447C DARK GRAY
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NOTE: EXISTING PYLON TO BE RELOCATED TO NEW SITE BY AGI
Date: Project Name: This is an ori ginal unpublished d
9/30/2020 Baker Volkswag en created by Architectural Graphics , Designer Date
1-S-c-al-e:------1-A-dd-r-es_s_: --------------------1 It is submitted for your personal ib!--tr,,--~t----+---------------------------t---------------------t
co njun ction with a project being pla,l!fleft-----ll----+----------------------------1 Architectural Graphics, Inc . ..,xxx _____ ~~5~5~1s_c"""!a~r_co_u_n_try __ Dr_iv_e __________ ---1 for you by Architectural Graphics , Inc., a't"-'---t------tr------+--------------------------------1
Drawn : City /State /Zip: shall not be reproduce d, used by ordisclosed l--3--t------tl-----t--------------------------------t 2655 International Parkway
JER Carlsbad, CA 92008 to any firm or corporation for any purp se Virginia Beach, VA 23452 1-P-ro-je_c_t M-a-n-ag-e-r:---1-C-lie_n_tA_p_p_ro-va-l:---------D-at-e:-------1 whatsoever without written permission. t--::-5--+------tr------+--------------------------------1
C Konradson 6 Office: 757.427.1900
Revision Notes DESIGN DRAWING
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Date:
10/21/2021
Scale:
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Project Manager:
C Konradson
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Pr1ect Name: ob Baker Volkswagen
Address:
5515 Car Country Drive
City / State I Zip:
Carlsbad, CA 92008
Client Approval:
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EXISTING SIGN PROGRAMS OR SPECIFIC PLAN SIGN CRITERIA
Total Building Square Footage: 13,549
Total Building Street Frontage: 86'-8 5/8""
Total Signage Allowance: 86' X 2 = 172
Existing Signage (sq. ft.): 047.2 (building signs)
Remaining Sign Allowance at Present: 172 -47.2 = 124.8
Proposed Signage (sq. ft.): 81.2 (ground sign)
-
Remaining Sign Allowance After Proposed Sign: 124.8 -81.2 = 43.6
sq. ft.
linear ft.
sq. ft.
sq. ft.
sq. ft.
sq. ft.
sq. ft.
/
This is an original unpublished drawing No. Designer created by Architectural Graphics, Inc.
It is submitted for your personal use in 1 conjunction with a project being planned
2 for you by Architectural Graphics, Inc., and
shall not be reproduced, used by or disclosed 3
to any firm or corporation for any purpose 4
whatsoever without written permission . 5
6
Date Revision Notes
City of Carlsbad
NOV 1 0 2021
Planning Division
DESIGN DRAWING
Architectural Graphics, Inc.
2655 International Parkway
Virginia Beach, VA 23452
Office: 757 .427 .1900
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GENERAL
I. ALL MATERIALS AND WORK SHALL CONFORM TO THE REQUIREMENTS
OF THE 20 I 9 CALIFORNIA BUILDING CODE (CBC).
2. CONSTRUCTION METHODS AND PROJECT SAFETY DKAWINGS AND
SPECIFICATIONS REPRESENT THE FINISHED STRUCTUisE AND DO NOT
INDICATE METHODS, PR.OCEDURES, OR SEQUENCE OF
CONSTRUCTION. TAKE NECESSARY PRECAUTIONS TO MAINTAIN AND
ENSURE THE INTEGRITY OF THE STRUCTURE DURING CONSTRUCTION.
THE EOR WILL NOT ENFORCE SAFETY MEASURES OR REGULATIONS.
THE CONTRACTOR SHALL DESIGN, CONSTRUCT, AND MAINTAIN ALL
SAFETY DEVICES AND SHALL BE SOLELY RESPONSIBLE FOR
CONFORMING TO ALL LOCAL, STATE, AND FEDERAL SAFETY AND
HEALTH STANDARDS, LAWS, AND REGULATIONS.
3. VERIFY ALL DIMENSIONS, ELEVATIONS AND SITE CONDITIONS PRIOR
TO THE START OF CONSTRUCTION AND NOTIFY THE ENGINEER
IMMEDIATELY Of ANY DISCREPANCIES OR INCONSISTENCIES THAT
ARE FOUND. NOTED DIMENSIONS TAKE PRECEDENCE OVER SCALED
DIMENSIONS. DO NOT SCALE DRAWINGS.
4. ALL OMISSIONS AND/OK CONFLICTS BETWEEN THE VARIOUS
ELEMENTS OF THE WORKING DKAWINGS AND SPECIFICATIONS SHALL
BE BROUGHT TO THE ATTENTION OF THE ENGINEER AND FIELD
INSPECTOR. THE ENGINEER SHALL PROVIDE A SOLUTION PRIOR TO
PROCEEDING WITH ANY WORK AFFECTED BY THE CONFLICT OR
OMISSION.
5. WHERE NO CONSTRUCTION DETAILS ARE SHOWN OR NOTED FOR
ANY PART OF THE WORK, USE THOSE FOR OTHER SIMILAR WORK.
G. WHEN A DETAIL IS IDENTIFIED AS TYPICAL, APPLY IN ESTIMATING AND
CONSTRUCTION TO EVERY LIKE CONDITION WHETHER OR NOT THE
REFERENCE IS REPEATED IN EVERY INSTANCE.
7. CHANGES TO THE DRAWINGS, OBTAIN PislOR WRITTEN APPROVAL.
8. WORK PERFORMED IN CONFLICT WITH THE DRAWINGS OR
APPLICABLE BUILDING CODE REQUlisEMENTS SHALL BE CORRECTED
AT THE EXPENSE OF THE CONTRACTOR.
DESIGN CRITERIA
I . STRUCTURE IS DESIGNED IN ACCORDANCE WITH ASCE 7-I G,
MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES.
2. WIND LOAD,
BASIC WIND SPEED, Vu,r =
RISK CATEGORY, II
3. SNOW LOAD,
100 MPH
EXPOSURE, C
1.0 IMPORTANCE FACTOR, 15 =
SURFACE ROUGHNESS, -
GROUND
EXPOSURE, ---
0 PSF
ROOF --PSF
4. ROOF LIVE LOAD, --PSF
5. SEISMIC CRITERIA,
STEEL
SITE CLASS, D-DEFAULT RISK CAT,
SEISMIC DESIGN CATEGORY, D
S5 = 1.087 s, =
IMPORTANCE FACTOR, I, =
RESPONSE MODIFICATION FACTOR, ~ =
AMPLIFICATION FACTOR, AP
OVERSTRENGTH FACTOR, Q0
=
II
0.392
1.0
3.0
2.5
2.5
I. STEEL SHAPES SHALL CONFORM TO THE FOLLOWING (U.I..J.O.),
RND. HSS ASTM A500, GR C Fy=4G KSI MIN.
SQ./RECT. HSS ASTM A500, GR C fy=50 KSI MIN.
THREADED ROD ASTM A3G fy=3G KSI MIN.
STEEL PLATE ASTM A3G fy=3G KSI MIN.
ANGLE¢ CHANNEL ASTM A3G Fy=3G KSI MIN.
STD. PIPE ASTM A53, GR B fy=35 KSI MIN.
STRUCT. PIPE ASTM A252, GR 3 fy=45 KSI MIN.
WIDE FLANGE ASTM A992 fy=50 KSI MIN.
2. MACHINE BOLTS SPECIFIED AS "A307" SHALL CONFORM TO ASTM
A307 w/ NUTS PER ASTM A5G3A ¢ WASHERS PER ASTM f844
(U.N.O.). THREADED PARTS, NUTS, AND WASHERS SHALL BE HDG OR
ZP AS DEFINED HEREIN.
3. STRUCTURAL BOLTS SHALL CONFORM TO ASTM F3 I 25 GRADES
A325 OR A490 AS SPECIFIED ("A325" OR "A490") w/ NUTS PER
ASTM A5G3DH ¢ WASHERS PER ASTM F43G.
A. WHERE DESIGNATED AS "-X", CARE MUST BE TAKEN TO ENSURE
THREADS ARE EXCLUDED FROM THE SHEAR PLANE(S)
B. WHERE DESIGNATED AS "-N" OR IF NO DESIGNATION IS NOTED,
THREADS MAY BE INCLUDED IN THE SHEAR PLANE(S).
C. WHERE SPECIFIED, "A325" MAY BE HDG OR ZP AS DEFINED
HEREIN.
D. GRADE "A490" SHALL NOT BE HDG OR ZP AS DEFINED HEREIN.
4. ANCHORS CAST IN CONCRETE SHALL CONFORM TO ASTM FI 554
GR. 3G (U.N.0.) w/ NUTS TO ASTM A5G3 AND WASHERS TO ASTM
F43G. PARTS SHALL BE HOT-DIP GALVANIZED (HDG) OR ZINC
(MECHANICAL) PLATED (ZP). PARTS EMBEDDED ENTIRELY IN
CONCRETE MAY BE PLAIN STEEL
5. WHERE SPECIFIED FOR STEEL THREADED PARTS, NUTS, AND
WASHERS, HOT-DIP GALVANIZING (HDG) SHALL CONFORM TO ASTM
F2329 AND ZINC (MECHANICAL) PLATING (ZP) TO CLASS 55 PER
ASTM BG95.
G. PLAIN STEEL FASTENERS ARE NOT TO BE USED UNLESS SPECIFIED.
7. ZINC ELECTRO-PLATED FASTENERS PEK ASTM F 1941 MAY BE
SUBSTITUTED FOR INTERIOR APPLICATIONS, BUT ARE OTHERWISE
NOT TO BE USED UNLESS SPECIFIED.
8. NUTS AND WASHERS SHALL HAVE THE SAME COATING AS THE
CORRESPONDING THREADED PART.
9. WHERE SPECIFIED, IRON AND STEEL HARDWARE SHALL BE HOT-D!P
GALVANIZED PER ASTM A 153.
I 0. STAINLESS STEEL (SS) BOLTS, STUDS, AND THREADED ROD SHALL
CONFORM TO ASTM F593 AND BE ALLOY 304 OR 3 i G w/ NUTS TO
ASTM F594. NUTS AND WASHERS SHALL MATCH THE ALLOY OF THE
THREADED PART.
I I. WELDING,
A. WELD STRUCTURAL STEEL IN COMPLIANCE WITH ANSI/AWS DI . I
AND AISC SPECIFICATION, CHAPTER J. WELDERS SHALL BE
CERTIFIED AS REQUIRED BY THE LOCAL BUILDING AUTHORITY.
WELDING SHALL BE DONE BY ELECTRIC ARC PROCESS USING
LOW-HYDROGEN ELECTisODES WITH SPECIFIED TENSILE STRENGTH
NOT LESS THAN 70 KSI UNLESS NOTED OTHERWISE.
B. UNLESS A LARGER WELD SIZE IS INDICATED, PROVIDE MINIMUM
SIZE WELD PER AISC SPECIFICATION, SECTION J2, TABLE J2.4.
ALUMINUM
I . FABRICATE AND EisECT ALUMINUM IN COMPLIANCE WITH THE 20 ! 5
ALUMINUM DESIGN MANUAL (ADM i ), THE SPECIFICATIONS FOR
ALUMINUM SHEET METAL WORK (ASM35), AND CHAPTER 20 OF THE
BUILDING CODE.
2. ALUMINUM SHAPES SHALL CONFORM TO THE FOLLOWING,
PIPE$ TUBE GOG 1-TG ASTM B429 Fy=35 KSI MIN.
STRUCT. PROFILES GOG 1-TG ASTM B308 Fy=35 KSI MIN.
SHEET$ PLATE GOG 1-TG ASTM B209 Fy=35 KSI MIN.
STAPLE TUBE GOG3-T5 ASTM B22 I fy= I G KSI MIN.
3. ALL SHOP AND FIELD WELDS SHALL BE PERFORMED BY AN AISC
QUALITY CERTIFIED FABislCATOR.
4. UNLESS A LARGER WELD SIZE IS INDICATED, PROVIDE MINIMUM SIZE
WELD PER ADM I .
5. FILLER SHALL BE 555G ALLOY REGARDLESS OF MEMBER THICKNESS.
NO OTHER FILLER ALLOY SHALL BE USED UNLESS NOTED
OTHERWISE.
CONCRETE ,t REINFORCEMENT
I. MINIMUM 28-DAY COMPRtSSIVE STRENGTH (fc) SHALL BE 2,500
P5f.
2. REINFORCEMENT TO BE ASTM AG I 5 GR GO, Fy=GO KS! UNO.
3. CALCIUM CHLORIDE OR ADDED CHLORIDE IS NOT PERMITTED.
4. ALL REINFORCED CONCRETE SHALL BE CONSOLIDATED WITH
MECHANICAL VIBRATORS.
5. MINIMUM CONCRETE COVER,
CAST AGAINST¢ EXPOSED TO EARTH 3"
EXPOSED TO EAisTH OR WEATHER 2"
G. CHAIRS AND SPACERS: AS REQUIRED TO MAINTAIN COVER.
7. SIGN MAY BE INSTALLED ON FOUNDAT!ON AFTER A MINIMUM
CURING T!ME OF ( 14) DAY5 PROVIDED CURING PROCESS IS
PROPERLY MAINTAINED PER ACI 3 18.
8. GROUT SHALL BE NON-SHRINK AND NON-METALLIC WITH A MINIMUM
COMPRESSIVE STRENGTH OF 5,000 PSI AT (I) DAY. MIX AND PLACE
IN ACCORDANCE WITH MANUFACTURER INSTRUCTIONS.
FOUNDATIONS
I. DESIGN BEARING PRESSURES ARE PER CBC CLASS 5 PRESUMPTIVE
VALUES (NO SPECIAL INSPECTION REQUIRED),
LATEKAL BEARING, I 00 PSF/FT
VERTICAL BEARING, 1,500 PSF
EXISTING CONDITIONS
I. ENGINEER WILL NOT BE PtRFORMING ON-SITE INSPECTtONS OR
VERIFICATIONS. IT IS THE RESPONSIBILITY OF THE INSTALLER AND
OWNEis(S) TO IDENTiFY EXISTING CONDiTIONS AND CONTACT
ENGINEER WITH ANY DISCREPANCIES OR CONCERNS.
2. EXISTING 11-JFORMATION HAS BEEN FURNISHED BY THE ENTITY WHOM
THIS DOCUMENT WAS PREPARED FOR. ENGINEER IN NO WAY
CERTIFIES THIS INFORMATION AS "AS-BUILT".
3. FEATURES OF WORK ANNOTATED AS "VERIFY' (OR SIMILAR) MUST BE
INSPECTED, VERIFIED AS SUCH, AND DOCUMENTED PRIOR TO
FABRICATION AND INSTALLATION.
4. If THERE IS ANY REASON TO BELIEVE THE EXISTING CONDITIONS
DETAILED HEREIN ARE NOT ACCURATE, CONTRACTOR SHALL CEASE
WORK AND NOTIFY ENGINEER IMMEDIATELY.
5. CONTRACTOR SHALL INSPECT AND CONFIRM THE QUALITY OF
EXISTING STRUCTURE AS "IN GOOD REPAIR". STRUCTURE SHALL BE
FREE OF CORl<.OSION, DECAY, AND ANY OTHER MATERIAL,
FABRICATION, ASSEMBLY, OR INSTALLATION DEFECT. IF THERE ARE
ANY INDICATIONS THAT THIS IS NOT THE CASE, CONTRACTOR SHALL
CEASE WORK IMMEDIATELY AND NOTIFY ENGINEEK.
PRODUCT EVALUATION REPORT SCHEDULE
WHERE APPLICABLE, ANCHORS SHALL CONFORM TO AND BE INSTALLED
PER THEIR RESPECTIVE EVALUATION REPORT(S) AS FOLLOWS,
ANCHOR 1YPE (REPORT NAME) ICC-ESR #
HILTI KBTZ MASONRY ANCHOi'.S 3785
HILTI KB3 MASONRY ANCHORS 13B5
HILTI KB3 CONCRETE ANCHORS 2302
HILTI KBTZ ANCHORS IN CONCRETE I 91 7
HILTI HIT-HY 200 ADHESIVE ANCHORS IN CONCRETE 3 I 87
HILT! HIT-HY 200 ADHESIVE ANCHORS IN MASONRY 39G3
TAPCON ANCHORS [IN MASONRY] I G7 I
TAPCON ANCHORS [IN CONCRETE] 2202
TAPCON+ SCREW ANCHORS AND SAMMY'S THREADED
ROD ANCHORS [IN CONCRETE] 3G99
ITW BUILDEX TEKS SDS 197G
SIMPSON TITEN HD SCREW ANCHORS [MASONRY] I 05G
SIMPSON TITEN HD SCREW ANCHORS [CONCRETE] 2713
SIMPSON STisONG-BOLT 2 WEDGE ANCHORS [CONC.] 3037
ABBREVIATIONS
LARR#
2G057
25577
25SOI
25701
259G4
2G077
2591
255GO
25741
25705
ABV. ABOVE G.C. GENERAL CONTKACTOR
ADD'L. ADDITIONAL HDG HOT DIP GALVANIZED
AFF ABOVE FINISHED FLOOR HOR. HORIZONTAL
ALT. ALTERNATE 0 C. ON CENTER
ALUM. ALUMINUM LOC. LOCATION
A.0.R. AisCH ITECT OF RECORD MAX. MAXIMUM
AisCH. ARCHITECTURAL MIN. MINIMUM
BTM. BOTTOM (NJ NEW
BL,\'G. BLOCKING N.T.E. NOT TO EXCEED
CIRC. CIRCLE/CIRCULAR o/ OVER
CONC. CONCRETE 0.D. OUTSIDE DIAMETER
CONN. CONNECTION OPT. OPTIONAL
CONT. CONTINUOUS PENE. PENETRATION
CTR. CONTRACTOR REINF. REINFORCEMENT
DIA. DIAMETER Rt,;D ROUND
DET. DETAIL SIM. SIMILAR
(E) EXISTING ss STAINLESS STEEL
EXIST. EXISTING STD STANDARD
EA. EACH SUPP. SUPPLEMENTAL
E.W. EACH WAY SQ. SQUARE
ELEV. ELEVATION T/0 TOP OF
EMBED. EMBEDMENT TYP. TYPiCAL
E.0.R. ENGINEER OF RECORD THK. THICK(NESS)
FAB. FABRICATOR/FABRICATION U.N.0. UNLESS NOTED OTHERWISE
FDN. FOUNDATION VERT. VERTICAL
FRM'G FKAMING w! WITH
FTG. FOOTING w/o WITHOUT
F.V. FIELD VERIFY ZP ZINC (MECHANICAL) PLATED
' I' '
I
I
I
I ,,-(E) SIGN CABINET r (BY MFR.)
I
I
I
I
I
I ~ ,,-(E) 5" STD. PIPE
I (NFS SCH. 40)
O.D. = 5.5G3" -, THK. = 0.258"
"' CT)
lf1 ' ' lf1 ITT --
---------------~ ~----------~
)
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9
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CT)
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r-1-10"1
I
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I I 1,----(E) SIGN CABINET I f V (BY MFR.)
I
I
I
I
I V (E) 5" STD. PIPE I v (NPS SCH. 40) V 0.D, = 5.5G3"
/ THK. = 0.25811
I
I
I
I
I
I
I
I
I
I I
I I
I I
I I
I I
I I
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The des1-3ns, details and spec1f1cations contained in this drawing are conf1dent1al. The rec1p1ente, of th15 drawing hereby acknowledge and agree that 1t 1s tne sole property of Reverence En'31neering and that they shall neither use nor reveal any of the designs, details and spec1f1catrons contained in this drawing, outside of the contractual agreement expressed written perm1ss1on from Reverence En'Jmeermg. Dev1at:ons ;rom this orawm'j shall not be made
without consulting Reverence Engineering. In case of mcongru1t1es between drawings, spec1f1cations, and details included 1n contract documents, Reverence Engineering shall decide which indication must be followed and their decision shall be fmal. Copyright Reverence Engmeenn+ Al! rights reserved.
REVERENCE
ENGINEERING
www.reverenceengineering.com
(GI 9) 354-1 I 52
GOO B STREET, STE 300
SAN DIEGO, CA 921 0 I
,:;:;rn::;;m: .. 1¾"»:@::::::;:;:,~,@iw&~::>.-~m::.:::::@~:e:::::=:.mi.t:::::::::_'™:;:e::i.t@::::;;@=;::,mi:::@::::,t@::::,;HAAtsm:m
PREPARED FOR,
AG/
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PROJECT#,
2101015
No: lssue/Rev1s1on: Date:
Initial Submittal 1-25-2021
m:w;,w:::c:m«WW,:$ir·1m:~m::;mm~'::'sc::;•:f"-&@s=::::m:t::::~t:w.,::::w;:,:;;::;~i;m:1;,,W'i1·;,:;;_~::,:,:;~1:m;
SHEET TITLE,
STRUCTURAL
SHEET,
5 I
JUL 21 2021
-------------------·--·-~· -
--------
D
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E
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N
Di . lU Zr ~~
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STIFFENER PER DETAIL
PL. PER DETAIL
4
_,.~,,_311 CLR.
TUBE PER DETAIL
(N) HDG SIMPSON PABG-24 (L=24")
ANCHOR RODS (OR 3/4"0 ALT. PER
SUB. SCHED.) o/ GROUT PAD
NON-SHRINK
GROUT
tj
. 4
4
3" C LR. --,r---,1'-
GRADE
NATURAL SOIL
(UNDISTURBED)
#G REBAR@ I 2" O.C.
E.W. TOP+ BTM .
--,f'----------5'-0" x G'-0" (PERP.)------------,1'-
0f---------C=-O=-N--'-'N__:_::E=-=C'-'-T-'--=I O:_:_N.;___:::_;D E=-=T-'--A-"-=I L
ANCHOR ROD SUBSTITUTION SCHEDULE
SPECIFIED ALTERNATIVE ASSEMBLY
SIMPSON ROD SQ. EMBED.
11PAB11 t2 DIA. WASHER SIZE 3 L
PAB4(H)-XX ½El 1½11 50. x¾" 1½11
FAB5(H)-XX %" l¾"SQ x½II 1¾11
FABG(H)-XX ¾II 2/41' SQ_ ½" X 2 I½"
PAB7(H)-XX ½II .?Y+II SQ. ½" X 2 1%11
PABB(H)-XX I" 3"5Q. x¾II I½,,"
PAB9(H)-XX 1.re,11 3½" SQ x¾" 2"
PAB I O(H)-XX 1/4/' 3½" SQ. x¾II ~II
NOTES,
I . WHERE SPECIFIED AS HIGH STRENGTH
C'H"), USE w/ GR. I 05 (U N.0.); !F NO
("H"), USE GR. 3G MIN.
2. "XX" IS THE TOTAL ROD LENGTH.
3. WASHER SIZES ARE MINIMUMS.
4. WASHERS AND BASE PLATES TO HAVE
STD HOLES.
z Di ::,
ti2 lU > 0
DHOLE = DBOLT + X r;,"
DH CLE = D50; T + ½"
for DaoLT < 1110
for D5oc.T ~ i "0
0 lU r u
(i)
Di lLJ (L
~
a::;:::= DBL. HEAVY HEX NUTS
STD. WASHER U.N.O.
STD. WASHER U.N.O.
HEAVY HEX LEVELING NUT
HEAVY HEX NUT
EMBED. WASHER
BY MFR. OR PER
SUB. SCHED.
HEAVY HEX NUT
STIFFENER
PER DETAIL
ANCHOR FER
SYSTEM DETAIL
TUBE PER ELEV.
3/4" PL
5/IG
(E) PLATE DETAIL
1/4" PL.
BASE PLATE
PER DETAIL
ff 4¾"
! 11
I
3/IG
I /2" WELD PASS-TH RU
(EJ STIFFENER DETAIL
The designs, details and spec1f1cat1ons contained 1n this drawing are conf1denbaL The rec1p1ents of this drawing hereby acknowledge and ;;i'jree that 1t 1s the sole property of Reverence Engineering and that they shall neither use nor reveal any of the de51gns, details and spec1ficat1ons contained in this drawing, outside of the contractual agreement expressed wr:tten perm1ss1on from Reverence Engineering· Deviations from th;s drawing shall not be made
without consulting Reverence Engineering. [n case of incongru1t1es between drawm.gs, spec1f1cations, and details included in contract documents. Reverence Engineering shall decide whrch indication must be followed and their dec1s1on shall be final. Copyright Reverence Engmeerin<:3. Ali rights reserved.
REVERENCE
ENGINEFRING
www. reverenceeng1neering .com
(GI 9) 354-I I 52
GOO B STREET, STE 300
SAN DIEGO, CA 921 0 I
:uw,:::;w0;;:::::;m::;;cm::Q~;.,w_rn:$;,:::J~<:J:fil::::',W.~Ji;:;lliITT:$;:;::rn:m::::'1:-:,:;;;:-.-:-':'??-:'='!Th@%7£:'t:@t'@~~=:::,:.::!:
PREPARED FOR,
AGI
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PROJECT#,
2101015
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Ck:'.'. 0 620
I-C\J
ZIJ)
=:) <( ou u "
Ck:'.'. 0
<( <(
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LO ci2
LO <(
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No: lssue/Rev1s1on: Date:
I ----Initial Submittal 1-25-2021
11
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SHEET TITLE,
STRUCTURAL
SHEET,
S.2
ORIGINAL SHEET SIZE, I Ix I 7