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HomeMy WebLinkAboutsign-20-0267 • i Y '' -_ Permit NO SIGN W20-0267'4 1\ City of Arcadia, CA Development Services Department1bx yp g. ( � }.•� i Permit°T ai n;` 240 West Huntington Drive,Post Office Box 60021 F '"):I' ' Work Clorficapori:Sign Illuminated`,��, i,:-� Arcadia,CA 91066-6021 � "� x;..,,, � iki, ,� L ,L).::' - (626)574-5416 k< '"ii ' ~ PermitSfatus Issued"° ARCADIAExpiration. Issue"Date 02/13/2020� Addr NO. Dir Prefix Street Name Street Suffix Unit City,State,Zip Parcel Number 102 E DUARTE RD Arcadia, CA 91006-3934 5781006042 1 Contacts JERRY AND RANA MADAIN Owner SIGN DEVELOPMENT INC* Contractor 102 DUARTE RD,ARCADIA,CA 91006 1366 W NINTH ST,UPLAND,CA 91786 ' 626445801 - JMUNION76@AOL.COM (909)240-0325 576277 Description:SQUARING OFF CANOPY AND INSTALLING NEW Valuation: $ 20,000.00 Tenant VALERO SIGNS/DOWNLIGHTING FOR VALERO Total Sq Feet: 0.00 Plan Check#20-267 Plan# -, Fees Amount Payments Amount Paid Building Issuing Fee $47.01 Total Fees $954.66 Building Permit Fees $404.25 Cash/Receipt#REC-04105-20 $752.54 Electrical Permit Issuance Fee $47.01 Cash/Receipt#REC-03866-20 $202.12 Sign and Branch Circuit $197.58 Sign Connection $49.44 Amount Due: $0.00 Sign Plan Review $202.12 -' , Solid Waste Management Fee $6.25 � COW1PLErEOSolid Waste Management Fee 2 $1.00 Total: $954.66 g- -.-- CALLS FOR INSPECTIONS Request for inspection by telephone at 626-574-5450. Leave a message _ I requesting the address,timeframe and what inspection item is needed. fiNK-1_, 4( This permit/plan review expires by time limitation and becomes null and void if the work authorized by the permit is not commenced within 180 days from the date of issuance or if the permit is not obtained within 180 days from the date of plan submittal.This permit expires and becomes null and void if any work authorized by this permit is suspended or abandoned for 180 consecutive days or if no progressive work has been verified by a City of Arcadia building inspector for a period of 180 consecutive days. • February 13, 2020 Issued By: Date March 12,2020 Page 1 of 1 %al ,, �7 PERMIT/PLAN REVIEW APPLICATION 0.4 imEa. ms o i€.2, Development Services Department,240 West Huntington Drive,Post Office Box 60021 Arcadia, CA 91066-6021, (626) 574-5416,Fax(626) 447-9173 City of Arcadia LICENSED CONTRACTOR'S DECLARATION WORKERS'COMPENSATION DECLARATION 0 I hereby affirm under penalty of perjury that I am licensed under provisions of I hereby affirm under penalty of perjury one of the following: Chapter 9(commencing with Section 7000,of Division 3 of the Business and Professions C e, cense is in 'rce and effect. , ❑ I have and will maintain a certificate of consent to self-insure for workers' icense Clas Lice se .: Exp. Date • ignature of Contractor 4.--- compensation, as provided for by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. WNER-BUILDER DECLARATION I have and will maintain workers'compensation insurance,as required by Section 0 I hereby affirm under penalty of perjury that I am exempt from the Contractors 3700 of the Labor Code,for the performance of the work for which this permit License Law for the following reason(Section 7031.5,Business and Professions is issued.M workers'compensation Ins ance airier and policy numbers are: Code.Any city or county which requires a permit to construct,alter,improve, Carrier :oYiif� a demolish,or repair any structure,prior to its issuance,also required the applicant Policy Number [f a 9( 1/6"-?* zi7 for such permit to file a signed statement that he or she is licensed pursuant to the �r provisions of the Contractors License Law(Chapter 9(commencing with Section (This section need not be completed if the permit is for one hundred dollars or less) 7000)of Division 3 of the Business and Professions Code)or that he or she is exempt there from and the basis for the alleged exemption. Any violation of ❑ I certify that in the performance of the work for which this permit is issued,I shall Section 7031.5 by any applicant for a permit subjects the applicant to a civil not employ any person in any manner so as to become subject to the workers' penalty of not more than five hundred dollars($500)): compensation Laws of California,and agree that if I should become subject to the workers'compensation provisions of Section 3700 of the Labor Code,I shall ❑I, as owner of the property, or my employees with wages as their sole forthwith comply with those provisions. compensation,will do the work,and the structure is not intended or offered for sale(Section 7044,Business and Professions Code:The Contractors License Date /�� Signature Law does not apply to an owner of property who builds or improves thereon, or who does such work himself or herself or through his or her own employees,provided that such improvements are not intended or offered for WARNING: Failure to secure Workers'Compensation coverage is unlawful, sale.If,however,the building or improvement is sold within one(1)year of and shall subject an employer to criminal penalties and civil fines up to one completion,the owner-builder will have the burden of proving that he or she hundred thousand dollars($100,000),in addition to the cost of compensation, did not build or improve for the purpose of sale). damages as provided for in Section 3706 of the Labor Code, interest, and attorney's fees. 0 I, as owner of the property, am exclusively contracting with licensed contractors to construct the project(Section 7044,Business and Professions Code:The Contractors License Law does not apply to an owner of property CONSTRUCTION LENDING AGENCY who builds or improves thereon,and who contracts for such projects with a I hereby affirm under penalty of perjury that there is a construction lending agency contractor(s)licensed pursuant to the Contractors License Law). for the performance of the work for which this permit is issued (Section 3097, Civil Code). ❑ I am exempt under Section 7044,Business and Professions Code,for this reason: Lender's Name Date Signature Lender's Address IMPORTANT: APPLICATION IS HEREBY MADE TO THE BUILDING OFFICIAL FOR A PERMIT SUBJECT TO THE CONDITIONS AND RESTRICTIONS SET FORTH ON THIS APPLICATION AND THE FOLLOWING: 1. The City's approved plans and permit inspection card must remain on the job site for use by City inspection personnel. 2. Final inspection of the work authorized by this permit is required.A Certificate of Occupancy must be obtained prior to use and occupancy of new buildings and structures. 3. Per South Coast Air Quality Management District(AQMD)regulations,renovation and remodeling work that results in the removal,stripping,or altering of asbestos containing materials requires an asbestos survey and removal prior to disturbing the asbestos.Please contact AQMD at(909)396-2000 for further information. Name \ t Title - PRINT NAME - - '.I certify that I have read this application and state that the above information is correct and that I am the owner or duly authorized agent of the owner. I agree to comply with a City ordinances and State Laws relating to building construction. I hereby authorize representatives of the City of rcadia to enter upon t above-mentioned property for inspection purposes. Signature )ate 3'I / -/ • N __ d `\ I � _ -`— =—_' j -, t • S. , 1 '' "�I. .s y _ n r� 'y-_-; a je. ;_. ;1 I-4 rs _K K —_ R; . fir,%' '� i [SI� • i � i \ a, ,' sjc' ' `.{` t � \r., _ to EXISTING SITE ROUTING ACTION l Date and �P� �GqP-p< o��o�� *See Initials of Doe° \o`�Qeo ee� Notes Checker P� G° P CP on Sheet# Planning X 3(142,c) - ` X • oPT/PoPe4 Eng. 11111 INN Buildingx 5migo 10 x Fire PWS-Water WELO _ Trees SITE PLAN: E:1/32"=1'-0" 7- Sign Development Inc. License#576277 Upland,CA 91786 (909)920-5535 NO, W1120 PAGE: 1 OF 6 DATE: 08.19.19SMValero 102 E. DUARTE ROAD REV: 10.03.19SM 10.09.19SM 10.28.19SM ARCADIA, CA 91006 DATE 11.18.19BA 02.19.2OSM ' i Ai ; ;;fit ,i i A './is :1 k i �Ypr� 'II a� r., �y .r, r 1 .1- it 1 v-."_14-e ,► �`--_-)_ f . (L__,,,,, __._,', - ILING �- ' y' L :•-__1;,4 q : ,_, L. Z. .... .'-X4..31 H :..r., 41 t r. _d .TONE -:-.----:_--3 I, -;= - - ( OLUMN _ -� - ; • =- ING EXISTING NORTH CANOPY ELEVATION 3'-6" NS. ^ I I CADDIES. `311 --- N / SCALE:3/8"=1'-0" ONEW ILLUMINATED VALERO CHANNEL LOGO CEILING DGESTONE )F COLUMN - Sign Development Inc. 1LDING License#576277 • Upland,CA 91786 (909)920-5535 L NO. W1120 PAGE: 3 OF 6 DATE: 08.19.19SM 102 E. DUARTE ROAD REV: 10.03.19SM 10.09.19SM 10.28.19SM Valero ARCADIA, CA 91006 DATE 11.18.19BA 02.19.20SM /n____).v-^inn _ -- ' d;- �+'+ ,,.. .fir r ` 4 �, ; its '9 ' .79. IR LLUMINATED tt�. {,,#,1 1 '�`'''1'- 1, i.. ��� ° VALERO = I ` ''= NNEL LETTERS _. _ r ► INSTALL NEW LEDGESTONE - - - — - VENEER TO BASE OF COLUMN === - - - TO MATCH BUILDING EXISTING WEST CANOPY ELEVATION j:1/8"=1'-0" 11'-2" I I S. — 1 ac, __. ., CADDIES. iv \ en 0 ----V cC.L e SCALE:3/8"=1'-0" ®O NEW INTERNALLY ILLUMINATED VALERO CHANNEL LETTERS 1I-2"— ,r---1I-0" , ero 0 ILLUMINATED VALERO LED WORD MARK SIGN INSTALL NEW LEDGESTONE VENEER TO BASE OF COLUMN 1 Sign Development Inc. TO MATCH BUILDING License#576277 �E:1/8"=1'-0" Upland,CA 91786 (909)920-5535 4L NO. W1120 PAGE:. 4 OF 6 DATE: 08.19.19SMV102 E. DUARTE ROAD REV: 10.03.19SM 10.09.19SM 10.28.19SM alero ARCADIA, CA 91006 DATE 11.18.19BA 02.19.20SM 1 _ ra ® r- i t FOOD MART 0 1, 0 Cl 1 ,1 I I-III _ rj- 1 r J -t ^ tom ..-, _- SCALE: 1/8"= 1'-0" FLED BUILDING Sign Development Inc. License#576277 Upland,CA 91786 (909)920-5535 NO. W1120 PAGE: 5 OF 6 DATE: 08.19.19SM Valero 102 E. DUARTE ROAD REV: 10.03.19SM 10.09.19SM 10.28.19SM ARCADIA, CA 91006 DATE 11.18.19BA 02.19.20SM ri `` 1 'T6 J�+ •c _ ° 3AB _ -44\ , ,,.o., r .,..... 1.; - , , ._ _ , i (,:,. , , . ., re-- ...h. -...-.— . -a 11 _ - / I 7 i. r EXISTING PLANTERS TO REMAIN. 1 Sign Development Inc. License#576277 Upland,CA 91786 (909) 920-5535 AL NO. W1120 PAGE: 6 OF 6 DATE: 08.19.19SMValero102 E. DUARTE ROAD REV: 10.03.19SM 10.09.19SM 10.28.19SM ARCADIA, CA 91006 DATE 11.18.19BA 02.19.20SM r ) :ALS ONLY , I - • / I j -1,--tf_____,..-, _, �^ EXISTING DISPENSER E. DUARTE ROAD V) w Q'' - d( r"� _ e A� t °A6 0 d0 VAGr-""Di 0y74 0 Z.� d wo `, t USE TEMPLATE Cn U _ d A PROVIDED FOR W 9 i 7. Q, _ _ r _ „ PLACEMENT Z W a BUILDING a cn O 50 r-1 Sign Development Inc. License#576277 - - - • Upland,CA 91786 (909)920-5535 • U.. NO. W1120 PAGE: DISP. DATE: 08.19.19SMValero 102 E. DUARTE ROAD REV: 10.03.19SM 10.09.19SM 10.28.19SM ARCADIA, CA 91006 DATE 11.18.19BA 02.19.20SM LLUIVIINATION 511 ALL LETTERS ARE PRE-WIRED WITH SECONDARY WIRING .040"PRE-FINISHED COMING OUT THE BACK WHITE ALUMINUM RETURNS OF EACH UNIT. 1"WHITE TRIM CAP-ADHERED WITH i T ON#4 CLEAR WATER THIN SOLVENT CEMENT il-ON#16 MEDIUM BODIED SOLVENT CEMENT (OR APPROVED EQUIVALENT) c=Doommem1/4-20 ALL-THREAD,1/4-20 NUT k�' AND 1/4"WASHER SUPPLIED BY PRINCIPAL STREET FIGHTER(TRUE WHITE) INSTALLER - .040"PRE-FINISHED PAIGE PLUS WHITE ALUMINUM BACK L.E.D CABLE (OR EQUIVALENT) Ye"PLEX#7328 WHITE ACRYLIC WITH— APPLIED DIGITALLY PRINTED VINYL GRAPHICS TRANSFORMER QUICK BOX (SUPPLIED BY MFR.) FEDERAL BUSHING 'h"CLOSE NIPPLE ' (SUPPLIED BY MFR.) SILICONE SEALANT 1/4-20 ALUM.KLIK-RIVET NUT (BY INSTALLER) GRIP RANGE.010-.080 TOGGLE SWITCH (SUPPLIED BY MFR.) #10 PAN HEAD r • SCREWS I/a"DRAIN HOLE POWER SUP' (PL-PS-60-12) I/4"WEEP HOLES CANOPY FASCIA ALL SECONDARY OPENINGS USED IN TRANSFORMER BOX MUST BE SEALED WITH 100% SILICONE SEALANT .✓1 NATED COPY 3'-6" I I • SCALE:3/8"=1'-0" ILLUMINATED VALERO LOGO Sign Development Inc. License#576277 Upland,CA 91786 (909)920-5535 AL NO. PAGE: DATE: 12.04.19SM900 W. DUARTE RD. REV: 12.11.19BA 01.27.19BA Valero ARCADIA, CA 91007 DATE MINATION COUNTERSIMMELF4DRILLM 7 SCREW TO SECT ACM PRIOR TO1NSTk UNGBROW iSUNG THROUGHCENTEROP SKIM,SEAL WITH SIL000NE GA9LV ACM MO11A IMG NCLE RalO1EPOWERR SiUPI:YAC 101277VAC,0.7A 12VDC,6®W ULWETRATIED Sign Development Inc. License#576277 Upland,CA 91 786 (909) 920-5535 AL NO. W1120 PAGE: DATE: 08.19.19SMValero102 E. DUARTE ROAD REV: 10.03.19SM 10.09.19SM 10.28.19SM ARCADIA, CA 91006 DATE 11.18.19BA 02.19.20SM RE .,,0 .,.._0 5N 0 O m g REVERENCE 2 ENGINEERING 4. www.reverenceenglneering.com 0 (G 19) 354-1152 G G0013 STREET, STE 300 a. SAN DIEGO, CA 92 101 0 PREPARED FOR: O V i 15 SIGN DEVELOPMENT INC. N N O 0 N if V N I- 11--1 O QQ T., zQ 1U 1. U Qo T is AREA INTENTIONALLY LEFT BLANK 0 p U CZ W w Q v _J N m Q 0 `o V N O = O ruy F ¢ As a, g_ o_ N_ PROJECT#: 2 1912068 0 No: Issue/Revision: Date: N to --- Initial Submittal 1-30-2020 2 c / \ Added exIstIng conditions to verify 3-I 1-2020 / \ t A3 S rn E m O v Y. c ns2 ,..'il_. 00:;,...,..:, O /,, ° el 15 lifttl I) 2 o 3 aol 2 T ENGINEER: n IG O j. BJ S 75 .5, DWG TITLE: m STRUCTURAL T +. N SHEET: SIZE: R ,__aV 5. 5 O O r E w O Ind that they shall neither use nor reveal any of the designs,details and specifications contained in this drawing,outside of the contractual agreement expressed written permission from mtract documents,Reverence Engineering shall decide which indication must be followed and their decision shall be final.Copyright Reverence Engineering.All rights reserved. RE : V REVERENCE ENGINEERING www.reverenceenglneering.eom 0 / (6 19) 354-1152 GOOD STREET, STE 300 3�-0'wr. © SAN DIEGO, CA 92101 / MAX.U.N.O. TYP. 4'// ® PREPARED FOR: U j 41111 SIGN DEVELOPMENT :11:1 I - INC. 1 IIY Li - w (E)FASCIA O > 5 ROOF UNE z U Q Q +s0ILJ + 2' (N)SIGN U Q Q 73 CABINET D 5 0 0Q 6 U W wQ (E)50.1155 COL I N uvi 12x 12x5/16'(MIN.) Q O c (VERIFY IN FIELD) — g ALT. > u (— - I © d o I, et iil G 03 a. 3 PROJECT#: a) } 191206873 (E)SQ.1155 GIRDER 12 x 12 x 3/16°(MIN.) I No: IssuelRevision: Date: (VERIFY IN FIELD) I m xi /// /,\ --- Imtal Submittal I-30-2020 : / '\ \_OPEN SPACE /� • I / \ Added existing conditions to venfy 3-I I-2020 — a� 3 t I ® / \ t (N)ALUM. —--- /� DANGLE FRM'G. /3 / A HI A I I O I I f i t ..-__,,,,..,11.":- ,:-.1.17.(4.:::,N, y G)1Yr. / N-O'TYP. / u VIF � U.N.O. X10° calfr5) f 0 r L ‘,-.:4 ,a-,-, 2 3 T ENGINEER: CJS O Y S 75__ V-E DWG TITLE: `a STRUCTURAL 0 a N SHEET: SIZE: �▪ O DY PLAN 3. 2 B15 ks E▪ O ;3'5 and that they shall neither use nor reveal any of the designs,details and specifications contained in this drawing,outside of the contractual agreement expressed written permission from ontract documents,Reverence Engineering shall decide which indication must be followed and their decision shall be final.Copyright Reverence Engineering.All rights reserved. O O 5 C A 2 O U 2 REVERENCE E C 12 (N)ALUM.TUBE FRM'G. ENGINEERING 2x 2x 0.1875° 7 www.reverenceenglneering.comtn (6 19) 354-1152 u 600 5 STREET, STE 300 ` SAN DIEGO, CA 92 I 0 I PREPARED FOR: u (E)BEAM 11T ' CI —iIe SIGN DEVELOPMENT j 0,. INC. 2 1. -} _ ` 4) 51M.© r®i +s+ ® O N `J 'I N O U Q 0) Z I— f U Q p m O DU ci OL uJ J N 0 Q 0o lEV. > — o . y o Q P a PROJECT#: 1912068 t No: Issue/Revision: Date: = N Ak N 2ill) /— Initial Submittal I-30-2020 E `I\ Added existing conditions to venfy 3-I I-2020 (N)ALUM.TUBE FRM'G. c 2x2x0.1875' ® I I /� ,n (TYP.U.N.O.) g 1 C E 0 I. _ - - A m m _ _ O I Ak T TYP. �l, Y Al, I i . �� �� m _ _ _ _ i _ - � y til�No. Celt 4 35 �j Jo' �,_ 0) �DieT33 � �1 2th •io T ENGINEER: I5JS ' p j.. I5JS DWG TITLE: 13 STRUCTURAL N SHEET: SIZE: E ELEV. 5.3 875 b N++ E O O Ind that they shall neither use nor reveal any of the designs,details and specifications contained In this drawing,outside of the contractual agreement expressed written permission from intract documents,Reverence Engineering shall decide which indication must be followed and their decision shall be final.Copyright Reverence Engineering.All rights reserved. RE O 0 ALUM.SQ.TUBE p 2x 2x0.1875°. a m 1 U (I)PAIR 1/4°TEK5 5D5 REVERENCE 8 TYP.@ EA.ANGLE i----•��--•—• \ m I `I' INTERNAL FRMG. ENGINEERING (BY FAB.) r I_ www.reverenceenglneering.com tn (6 19) 354-1152 (I)PAIR I/4°TEKS 5D5 G0013 STREET, STE 300 TYP.@ EA.ANGLE , SIGN FACE SAN DIEGO, CA 92 I 0 I n I O (BY MFR.) PREPARED FOR: v ANGLE SIGN CABINET SIGN DEVELOPMENT vIAX. 10000, 1 (BY MFR.) E O O of 13 N } N ALUM.SQ.TUBE >- 00 2x 2x 0.1875° ILJ v @ 36°O.C. O Z W U r Q F— l'' , O i U QQ `m / O D U m I/4°0 A36 THREADED ROD - / UI I 0 w/ANGLE STRINGER @ EA. _ (I)PAIR I/4° J N Q m ANGLE ' /9 @ ETEKSDS 0 @ EA.ANGLE Q - O di O j` E N L4 / ¢ m 11 G G N sii-----___________ i i�s)` \ PROJECT#: s l�-4•,NrN. l 1SI2068 ° No: IssuelRevtsion: Date: n ALUM.5Q.TUBE n 2x 2x 0.1875°. N --- Initial Submittal 1-30-2020 i c A � `/I\ Added existing conditions to veefy 3-I 1-2020 O c A rnO I, 0 CONNECTION DETAIL in Yv.��. 1 ` R s) cr CD 15 ✓Ij IW `�IOO° C8114`35 L. I I TUBE PER.ELEV. f �� y TUBE PER ELEV. O 1 1 (ALT.ORIENTATION) > 3 ,.-E‘ . a: l : >.l . ENGINEER: B IS O j, c TUBE PER ELEV. DWG TITLE: +O'2 3/8°0 IDG A307, STRUCTURAL T OR55 M.B.@ 12° 4. N O.C. SHEET: SIZE: .15.'a O 2 CONNECTION DETAIL 5.4 B E w O and that they shall neither use nor reveal any of the designs,details and specifications contained In this drawing,outside of the contractual agreement expressed written permission from Dntract documents,Reverence Engineering shall decide which indication must be followed and their decision shall be final.Copyright Reverence Engineering.All rights reserved. • 7 • E. DUARTE ROAD O a d W � U � 2 - BUILDING M W a Sc PROPRIETARY INFORMATION. The information disclosed in this document,including all drawings,designs and CUSTOMER APPROV4 related materials,is the valuable and proprietary information of Sign Development Inc.Itis provided solely for the purpose of evaluation for purchase and,without the express written authorization of Sign Development Inc.,may not be disclosed or duplicated,in whole or in part,for any reason.Sign Development Inc.expressly reserves all patent, copyright and other proprietary rights to this document,including all design,manufacturing,reproduction,use,and sales rights thereto.©2011 SIGN DEVELOPMENT INC. SIGN AND PRINT FULL NAME FLAT FASCIA WITH TILL MINATED LIGHT B 24'-0" I I 3'-6" 1'-6 Stoplight bar before end._ofblue graphic 2_Q I 2' 0 as shown LED Light bar ap y `I' /to fascia,align vi ,- of canopy.hag( 3 6" — — housing ValeroE , ____ ,-, _ blue LED light • O Silk-screened Painted column or dec❑radon graphic ILLUMINATED cladded column 1817,d ops around corner • VALERO Valero Light Gray WASH CANOF LOGO 6'-2" Blue,light blue and yellow graphic 2" column decoration -16" INSTALL NEW LE 5' . VENEER TO BASE „s TO MATCH BU NORTH CANOPY ELEVATION SCALE:1/8"=1'-0” • NOTES: REMOVE ANY AD SIGNS AND BANNERS ON BUMPER POLES OR CANOPY COL PAINT ALL BUMPER POLES VALERO BLUE . PAINT CANOPY COLUMNS VALERO LIGHT GRAY. PAINT ISLAND CURBS (FACES ONLY)VALERO DARK GRAY. REMOVE EXISTING TRASH AND WASH CADDIES.INSTALL NEW VALERO TRA: 24'-0" I I 7'-0" I - 1 • • 36" C ~' .�— IBM ISilk-screened Painted column or decoration graphic cladded column wraps around corner Valero Light Gray WASH CANOF 1 6'-2" Blue,light blue and 2 yellow graphic • column decoration 6" `' INSTALL NEW LE 5' VENEER TO BASE TO MATCH BL SOUTH CANOPY ELEVATION SCALE:1/8"=1'-0" PROPRIETARY INFORMATION. The information disclosed in this document,including all drawings,designs and CUSTOMER APPROV related materials,is the valuable and proprietary information of Sign,Development Inc.It is provided solely for the purpose of evaluation for purchase and,without the express written authorization of Sign Development Inc.,may not be disclosed or duplicated,in whole or in part,for any reason.Sign Development Inc.expressly reserves all patent, copyright and other proprietary rights to this document,including all design,manufacturing,reproduction,use,and sales rights thereto.©2011 SIGN DEVELOPMENT INC. SIGN AND PRINT FULL NAME ,, FLAT FASCIA WITH . ILLUMINAT D LIGHT BAR 50'-0" LED Light bar applied 1'..Q" to fascia,align with top Stop light bar before of canopy.Image light bar end of blue graphic < housing Valero Blue with as shown 21-I], blue LED light 36" „-410P-7---Va eS•••••••••• Silk-screened Painted column or LWASH graphic cladded column LWASH CANOPY CEILING wraps around corner Valero Light Gray tf_i 1 ( 1d ) 6'-2" 1 C Bluelight blue and Blade sign wh' yellow graphic lettering with blue 2" I — column decoration background • 44 5'-6" .. I EAST CANOPY ELEVATION SCA NOTES: REMOVE ANY AD SIGNS AND BANNERS ON BUMPER POLES OR CANOPY COL PAINT ALL BUMPER POLES VALERO BLUE . PAINT CANOPY COLUMNS VALERO LIGHT GRAY. PAINT ISLAND CURBS(FACES ONLY)VALERO DARK GRAY. REMOVE EXISTING TRASH AND WASH CADDIES.INSTALL NEW VALERO TRA • FLAT FASCIA WITH ILLUMINATED LIGHT BAR 50'-0" LED Light bar applied l'-0" to fascia,align with top Stop light bar before of canopy.Image light bar end ofbluegraphic < housing Valero Blue wdh as shown 2' blue LED light 36" Silk-screened a Painted column or LWASH' OPYCELGcladded columndecoration graphici wraps around corner cladded Light Gray INSTALL FLEET SIGN 1 ( 1 I ) ( 1 I1 ) TO CANOPY COLUMN 6,12„ TOWARDS STREET Blue,light blue and Blade sign wh'. ellgraphic lettering with blue Y background I 2 t columnumndecoration 5'6., ,,u ,y;CX Alow • WEST CANOPY ELEVATION SC. PROPRIETARYINFORMATION. The information disclosed in this document,including all drawings,designs and CUSTOMER APPROI related materials,is the valuable and proprietary information of Sign Development Inc.It is provided solely for the purpose of evaluation for purchase and,without the express written authorization of Sign Development Inc.,may not be disclosed or duplicated,in whole or in part,for any reason.Sign Development Inc:expressly reserves all patent, copyright and other proprietary rights to this document,including all design,manufacturing,reproduction,use,and sales rights thereto.©2011 SIGN DEVELOPMENT INC. SIGN AND PRINT FULL NAME i I /-4 /4_ H 121 ---------t i i / 1 - / ---------- --- rl. Itr IP I / II a t,,,,--.-1....E '=r` �_ �+-R7'—; .r-1 ,,.. T??_,--aY^ _�. :. � = H`s_,li SII , • 5 1 S _ NORTH BUILDING ELEVATION NO TOUCH NEWLY REMO) / ...._, / 1---1 / 7 t.- / - ' P00' MART / e A , • _,_____ -I .,-„ 7..,- 1-,-t-'6:... p ,- fl( ) - ',.-._A7-L- ...,_ __: c,�nc _”' � t;1�, tip: 1Ja�— 'N' " Com. �yn•-^Z ���p � _G —It--.-'-=:: '-.,----='..7 --h -tri.-.7.T Ti2LyfT'—'"' ''.7"..V4,--' '. ,'•:"' 1r{• '--''".1..-L�. , WEST BUILDING ELEVATION SCALE: 1/8"= 1' PROPRIETARY INFORMATION. The information disclosed in this document,including all drawings,designs and CUSTOMER APPRCi related materials,is the valuable and proprietary information of Sign Development Inc.It is provided solely for the purpose of evaluation for purchase and,without the express written authorization of Sign Development Inc.,may not be disclosed or duplicated,in whole or in part,for any reason.Sign Development Inc.expressly reserves all patent, copyright and other proprietary rights to this document,including all design,manufacturing,reproduction,use,and sales rights thereto.©2011 SIGN DEVELOPMENT INC. SIGN AND PRINT FULL NAME r, .1 .r • iT PAINT PREVIOUSLY PAINTED PERIMETER CURBS VALERO DARK GRAY NO TOUCH PERIMETER WALL. PROPRIETARY INFORMATION. The information disclosed in this document,including all drawings,designs and CUSTOMER APPROMI related materials,is the valuable and proprietary information of Sign Development Inc.It is provided solely for the purpose of evaluation for purchase and,without the express written authorization of Sign Development Inc.,may not be disclosed or duplicated,in whole or In part,for any reason.Sign Development Inc.expressly reserves all patent, copyright and other proprietary rights to this document,including all design,manufacturing,reproduction,use,and - sales rights thereto.©2011 SIGN DEVELOPMENT INC. SIGN AND PRINT FULL NAME • 01.27.20 BA NEW DISPENSERS TO BE FACTORY IMAGE x * gs TYPICAL VALERO DISPENSER FOR REFERET Og . $' C,' O SDI TO PROVIDE AND INSTALL BONNETS,AND WARNIN.0 X iq. g1bs, 11 GV t,.,-VN. Valero ,,.,,,, ...____ ____.„ ._, _. ____ ____________:_:______:._, .., @Stop Engine ®okin_g 1.4 ° It f L PUMP TOPPERAD FRAME L> =-I I / I �i 1 TOP G- r--asoline r ■� , "' l _ es:ren II NOZZLE OPERATION - ,_ "-*-�., I -6'.-----------,-I L =�J ;11r { i ••— I IN ©00@11002 ii " . .i_t J11iL1L111 o 6 - _,) 0. i Valero , I PROPRIETARY INFORMATION. The information disclosed in this document,including all drawings,designs and CUSTOMER APPRO related materials,is the valuable and proprietary information of Sign Development Inc.It is provided solely for the purpose of evaluation for purchase and,without the express written authorization of Sign Development Inc.,may not be disclosed or duplicated,in whole or in part,for any reason.Sign Development Inc.expressly reserves all patent, copyright and other proprietary rights to this document,including all design,manufacturing,reproduction,use,and sales rights thereto.©2011 SIGN DEVELOPMENT INC. SIGN AND PRINT FULL NAME COORDINATION SEAL NOTE: WORDMARK&LOGO DETAIL; Architectural set sealed for coordination purposes only. 1 3/8"x 3 1/4" 16 GA Ga1v. 1 Engineer certifies ONLY the structural elements specifically Steel Angle detailed in the engineering drawings and calculations issued by Reverence Engineering. Features (structural or otherwise)shown herein on pages bearing the Engineer's seal shall not be misconstrued to be certified by the Engineer unless specifically referenced in the drawings and calculations issued by Reverence Engineering. Reverence Engineering shall bear zero liability and zero E responsibility for features contained in this set that are not El REFERENCE STRUCTURAL specifically detailed in the drawings and calculations issued DRAWINGS w El by Reverence Engineering. II &o El \ Where discrepancies exist between the architectural El drawings and the drawings and calculations issued bya El Reverence Engineering, those issued by Reverence wEl Engineering shall govern. El cl 0 `l E z `l El El POLYCARB CHANNEL LETTERS ■ , Q ILLUMINATED WHITE OUTLINE J• � AROUND LETTERS ON FACE �� R : \\ WITH ALUMINUM WHITE / / , .2 RETURNS 1\ 2 1 ;, No. C8; 144 1 3/8"x 3 1/4" 16 GA Galv. Steel Angle EXISTING CANOPY ctj9). eA1 2 ' #12 X 3/4"TEK SCREWS AA (4 TOP, 4 BOTTOM, MINIMUM 8 ACM FASCIA WITH ILL PER 10' PANEL) 3-11-2020 11'-2" I I — p.1 rn ri=, r - 2rc SCALE:3/8"=1'-0" ONEW INTERNALLY ILLUMINATED ®®® VALERO CHANNEL LETTERS PROPRIETARY INFORMATION. The information disclosed in this document,including all drawings,designs and CUSTOMER APPRO related materials,is the valuable and proprietary information of Sign Development Inc.It is provided solely for the purpose of evaluation for purchase and,without the express written authorization of Sign Development Inc.,may not be disclosed or duplicated,in whole or in part,for any reason.Sign Development Inc.expressly reserves all patent, copyright and other proprietary rights to this document,including all design,manufacturing,reproduction,use,and sales rights thereto.©2011 SIGN DEVELOPMENT INC. SIGN AND PRINT FULL NAME • EYEBROW SECTION VIEW DETAILS LE RUMP STOP FOR INSTALLATION 6.25 4.25 PRINCIPLEQM3 BLUE LED EYEBROWHOOD 0.063 ALUMINUM PANTED TO MATCH BLUE IRTIYI. 2.50 PROPRIETARY INFORMATION. The information disclosed in this document,including all drawings,designs and CUSTOMER APPRO related materials,is the valuable and proprietary information of Sign Development Inc.It is provided solely for the purpose of evaluation for purchase and,without the express written authorization of Sign Development Inc.,may not be disclosed or duplicated,in whole or in part,for any reason.Sign Development Inc.expressly reserves all patent, copyright and other proprietary rights to this document,including all design,manufacturing,reproduction,use,and sales rights thereto.©2011 SIGN DEVELOPMENT INC. SIGN AND PRINT FULL NAME '. GENERAL • • • I ALL MATERIALS AND WORKUIWISHALL CONFORM TO THE REQUIREMENTS ALUMINUM SHEET METAL WO RK ALUMINUM DHEIGN MANUAL(ADM I),THE SPECIFICATIONS FOR OF THE 2019 CALIFORNIA BUILDING CODE(CBC). 2. SONSFICATIO N REPRESENT AND PROJECTSAFETY:STDRAWINGS ANDNDS AND 2. ALUMINUM SHAPES SHALL CONFORM TO THE AND REPRESENT TDP FINISHED STRUCTUREBUILDING CODE. AFTER 20 OF THE INDICATE METHODS,PROCEDURES,OR SEQUENCE OF DO NOT PIPE b TUBE CONSTRUCTION.TAKE NECESSARY PRECAUTIONS TO MAINTAIN AND SHEEP�p� ]LES 6061-T6 ASTM B429 ENSURE THE INTEGRITY OF THE STRUCTURE DURING CONSTRUCTION. ALLSTAPLE TUBE 606 I-TG ASTM B308 Fy-35 KSI MIN. I MIN. THE EOR WILL NOT ENFORCE SAFETY M 6061-T5 ASTM B2O9 Py_35 K5 SI MIN. THE CONTRACTOR SHALL DESIGN,CONS TRUG�'T,AONDL REGULATIONS.ALL 3 QUALITY CERTDIF EEW WEICATOR. 8221 =36 KSI MIN. SAFETY DEVICES AND SHALL BE SOLELY RESPONSIBLE FOR 4 WELDA SHALL BE PERFORMED BY AN AIDC CONFORMING TO ALL LOCAL,STATE,AND FEDERAL SAFETY UNLESS A LARGER WELD SIZE IS INDICATED,PROVIDE MINIMUM SIZE HEALTH STANDARDS,LAWS qNp REGULATIONS. AND FWELD PER ADM I. 3. VERIFY Alt DIMENSIONS,ELEVATIONS AND SRE CONDITIONS PRIOR S NOOTHER FILLER 550 ALLOY L HOALL BE USED TO Try€START OF CONSTRUCTION AND NOTIFY THE ENGINEER OTHERWISE. REGARDLESS OF MEMBER THICKNESS. IMMEDIATELY OF ANY DISCREPANCIES OR INCONSISTENCIES THAT UNLESS NOTED ARE FOUND.NOTED DIMENSIONS TAKE PRECEDENCE OVER SCALED DIMENSIONS,DO NOT SCALE DRAWINGS. 4. ALL OMISSIONS AND/OR CONFUCT5® EXISTING CONDITIONS THE WO E WEEN THE VARIOUS' I• ENGINEER WILL NOT BE PERFORMING ON-SITE INSPECTIONS OR ELEMENTS OF TO WORKING DRAWINGS AND SPECIFICATIONS SHALL VERIFICATIONS.IT 15 THE RESPONSIBILITY OF THE INSTALLER AND THE ATTENTION OF TME ENGINEER AND FIELD OWNER(5)TO IDENTIFY EXISTING CONDITIONS AND CONTACT PROCEEDING THE ANY W SHALL PROVIDE A SOLUTION PRIOR To 2. EXISTING INFORMATION HAS BEEN FURNISHED BY THE ENTITY WHOM �R6fr�EI�ING WITH ANY WORK AF FECT@D BY THE CONFLICT OR ENGINEER WITH ANY DISCREPANCIES OR CONCERNS. OMISSION, THIS DOCUMENT WAS PREPARED FOR. ENGINEER IN NO WAY ii WilE0 NO CONSTRUCTION DETAILS ARE SHOWN OR NOTED FORCERTIFIES THIS INFORMATION AS'AS-BUILT'. 3. FEATURES OF WORK ANNOTATED AS'VERIFY'(OR SIMILAR)MUST BE ANY PART OF THE WORK,USE THOSE FOR OTHER SIMILAR WORK. INSPECTED,VERIFIED AS SUCH, AND DOCUMENTED PRIOR TO G. WHEN A DETAIL IS IDENTIFIED AS TYPICAL,APPLY IN ESTIMATING AND FABRICATION AND INSTALLATION. CONSTRUCTION TO EVERY LIKE CONDITION WHETHER.OR NOT THE 4. IF THERE IS ANY REASON TO BELIEVE THE EXISTING CONDITIONS REFERENCE 15 REPEATED IN EVERY INSTANCE. DETAILED HEREIN ARE NOT ACCURATE,CONTRACTOR SHALL CEASE 7. CHANGES TO THE DRAWINGS:OBTAIN PRIOR WRITTEN APPROVAL. WORK AND NOTIFY ENGINEER IMMEDIATELY. 8. WORK PERFORMED IN CONFLICT WITH THE DRAWINGS OR 5. CONTRACTOR SHALL INSPECT AND CONFIRM THE QUALITY OF APPLICABLE BUILDING CODE REQUIREMENTS SHALL BE CORRECTED EXISTING STRUCTURE AS'IN GOOD REPAIR°.STRUCTURE SHALL BE AT THE EXPENSE OF THE CONTRACTOR. FREE OF CORROSION,DECAY,AND ANY OTHER MATERIAL, FABRICATION,ASSEMBLY,OR INSTALLATION DEFECT.IF THERE ARE DESIGN CRITERIA ANY INDICATIONS THAT THIS I5 NOT THE CASE,CONTRACTOR SHALL 1. STRUCTURE IS DESIGNED IN ACCORDANCE WITH ASCE 7-1 0: CEASE WORK IMMEDIATELY AND NOTIFY ENGINEER. MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES. 2. WIND LOAD: BASIC WIND SPEED,VuI.T= 100 MPH RISK CATEGORY: II EXPOSURE:C 3. SNOW LOAD: IMPORTANCE FACTOR,Is= I.0 SURFACE ROUGHNESS: - EXPOSURE: --- GROUND 0 PSF ROOF 0 PSF 4. ROOF LIVE LOAD: - PSF S. SEISMIC CRITERIA: SITE CLASS: D RISK CAT: II SDC:D 55 = 1.923 FA = 1.200 51 = 0.000 Fv = 1.500 IMPORTANCE FACTOR,IE = 1.0 RESPONSE MODIFICATION FACTOR,R, = 3.0 AMPUFICATION FACTOR,Ay. = 2.5 OVERSTRENGTH FACTOR,Q. = 2.5 STEEL I. STEEL SHAPES SHALL CONFORM TO THE FOLLOWING(U.N.O.): RND.HSS ASTM A500,GR B Fy=42 K5 MIN. 5Q./RECT.HS5 ASTM A500,GR B Fy=46 K5 MIN. THREADED ROD ASTM A36 Fy=36 KS MIN. STEEL PLATE ASTM A36 Fy=36 KS MIN. ANGLE 4 CHANNEL ASTM A3G Fy=36 KS MIN. STD.PIPE ASTM A53,GR B Fy=35 KS MIN. PRODUCT EVALUATION REPORT SCHEDULE STRUCT.PIPE ASTM A500,GR B Fy=4G KS MIN. WHERE APPUCABLE,ANCHORS SHALL CONFORM TO AND BE INSTALLED WIDE FLANGE ASTM A992 Fy=50 KS MIN. PER THEIR RESPECTIVE EVALUATION REPORT(5)AS FOLLOWS: 2. MACHINE BOLTS SPECIFIED A5°A3O7'SHALL CONFORM TO ASTM A307 w/NUTS PER ASTM ASG3A 6 WASHERS PER ASTM F544 ANCHOR TYPE(REPORT NAME) ICC-ESR# LARR# (U.N.O.).THREADED PARTS,NUTS,AND WASHERS SHALL BE HOG OR HILTI KBTZ MASONRY ANCHORS 3785 20057 ZP AS DEFINED HEREIN. HILTI KB3 MASONRY ANCHORS 1385 25577 3. STRUCTURAL BOLTS SHALL CONFORM TO ASTM F3125 GRADES HILTI KB3 CONCRETE ANCHORS 2302 25901 A325 OR A49O AS SPECIFIED PA325'OR'A490')w/NUTS PER HILTI KBTZ ANCHORS IN CONCRETE 1917 25701 ASTM A563DH 6 WASHERS PER ASTM F436. HILTI HIT-HY 200 ADHESIVE ANCHORS IN CONCRETE 3187 25964 A.WHERE DESIGNATED AS°-X',CARE MUST BE TAKEN TO ENSURE HILTI HIT-HY 200 ADHESIVE ANCHORS IN MASONRY 3963 20077 THREADS ARE EXCLUDED FROM THE SHEAR PLANE(5). TAPCON ANCHORS[IN MASONRY] 1071 ---- B.WHERE DESIGNATED AS°-N°OR IF NO DESIGNATION 15 NOTED, TAPCON ANCHORS[IN CONCRETE] 2202 THREADS MAY BE INCLUDED IN THE SHEAR PLANE(5). TAPCON+SCREW ANCHORS AND SAMMYS THREADED C.WHERE SPECIFIED,°A325°MAY BE HDG OR ZP AS DEFINED ROD ANCHORS[IN CONCRETE] 3699 ---- HEREIN. ITW BUILDEX TEKS 505 1975 2591 D.GRADE°A490'SHALL NOT BE HDG OR ZP AS DEFINED HEREIN. SIMPSON TITEN HD SCREW ANCHORS[MASONRY] 1050 25500 4. ANCHORS CAST IN CONCRETE SHALL CONFORM TO ASTM F 1554 SIMPSON TITEN HD SCREW ANCHORS[CONCRETE] 2713 2574 I GR.36(U.N.O.)w/NUTS TO ASTM A563 AND WASHERS TO ASTM SIMPSON STRONG-BOLT 2 WEDGE ANCHORS[CONC.] 3037 25705 F436.PARTS SHALL BE HOT-DIP GALVANIZED(HOG)OR ZINC (MECHANICAL)PLATED(ZP).PARTS EMBEDDED ENTIRELY IN CONCRETE MAY BE PLAIN STEEL. ABBREVIATIONS 5. WHERE SPECIFIED FOR STEEL THREADED PARTS,NUTS,AND G.C. GENERAL CONTRACTOR ABV. ABOVE WASHERS,HOT-DIP GALVANIZING(HOG)SHALL CONFORM TO ASTM HOG HOT DIP GALVANIZED F2329 AND ZINC(MECHANICAL)PLATING(Zr)TO CLASS 55 PER ADDL. ABO110R.R. HORIZONTAL ASTM 5095. AFF ABOVVEE FINISHED NISHED FLOOR O.C. ON CENTER 6. PLAIN STEEL FASTENERS ARE NOT TO BE USED UNLESS SPECIFIED. ALT. ALTERNATE LOC. LOCATION ALUM. ALUMINUM 7. ZINC ELECTRO-PLATED FASTENERS PER ASTM f194 I MAY BE MAX. MAXIMUM SUBSTITUTED FOR INTERIOR APPLICATIONS,BUT ARE OTHERWISE ARA.O.R. ARCHITECT OF RECORD MIN. MINIMUM NOT TO BE USED UNLESS SPECIFIED. BTM. BOTTOMARCHITECTURAL (N) NEW 8. NUTS AND WASHERS SHALL HAVE THE SAME COATING AS THE BTM.BLK'G. BLOCKING N.T.E. NOT TO EXCEED CORRESPONDING THREADED PART. CIRC. CIRCLE/CIRCULAR d OVER 9. WHERE SPECIFIED,IRON AND STEEL HARDWARE SHALL BE HOT-DIP CONC. CONCRETE O.D. OUTSIDE DIAMETER GALVANIZED PER ASTM AI53. CONN. CONNECTION OPT. OPTIONAL 10. STAINLESS STEEL(55)BOLTS.STUDS,AND THREADED ROD SHALL CONT. CONTINUOUS PENE. PENETRATION CONFORM TO ASTM F593 AND BE ALLOY 304 OR 310 w/NUTS TO CTR. CONTRACTOR REINF. REINFORCEMENT ASTM F594.NUTS AND WASHERS SHALL MATCH THE ALLOY OF THE DIA. DIAMETER RND ROUND THREADED PART. DET. DETAIL 51 M. SIMILAR I I. WELDING: (E) EXISTING 55 STAINLESS STEEL A.WELD STRUCTURAL STEEL IN COMPLIANCE WITH ANSI/AWS D I.I EXIST. EXISTING STD STANDARD AND RISC SPECIFICATION,CHAPTER J.WELDERS SHALL BE EA. EACH SUPT. SUPPLEMENTAL CERTIFIED AS REQUIRED BY THE LOCAL BUILDING AUTHORITY. E.W. EACH WAY SQ. SQUARE WELDING SHALL BE DONE BY ELECTRIC ARC PROCESS USING ELEV. ELEVATION T/O TOP OF LOW-HYDROGEN ELECTRODES WITH SPECIFIED TENSILE STRENGTH EMBED.EMBEDMENT TYF• TYPICAL NOT LESS THAN 70 K51 UNLESS NOTED OTHERWISE. E.O.R. ENGINEER.OF RECORD THK. THICK(NESS) B.UNLESS A LARGER WELD SIZE 15 INDICATED,PROVIDE MINIMUM FAB. FABRICATOR/FABRICATIONU.N.O. UNLESS NOTED OTHERWISE SIZE WELD PER AIDC SPECIFICATION,SECTION J2,TABLE J2.4. EDN. FOUNDATION VERT. VERTICAL FRM'G. FRAMING w/ WITH ALUMINUM FTG. FOOTING w/o WITHOUT I. FABRICATE AND ERECT ALUMINUM IN COMPUANCE WITH THE 2015 F.V. FIELD VERIFY ZP ZINC(MECHANICAL)PLATED The designs,details and specifications contained In this drawing are confidential.The recipients of this drawing hereby acknowledge and agree that It Is the sole property of Reverence Engmeenn, Reverence Engineering.Deviations from this drawing shall not be made without consulting Reverence Engineenng. In case of incongruities between drawings,specifications,and details included In Si ? , e RREVERENCE ENGINEERING STRUCTURAL ENGINEERING SERVICES STRUCTURAL CALCULATIONS for Valero Canopy • at 102 E Duarte Ave Arcadia, CA 91006 Prepared for: Sign Development Inc. Package Type: Project#: Second Submittal 1912068 DESIGN SPECIFICATIONS DESIGN LOADS 1 California Building Code(CBC)2019 ::Wind:: dun= 110 mph 2 ASCE 7-16:Minimum Design Loads for Buildings and Other Structures Exposure: C 3 ACI 318-14:Building Code Requirements for Structural Concrete . 4 ANSI/AISC 360-16:Specification for Structural Steel Buildings ::Seismic:: SDC: E. Site Class: D . SS= 1.923 g SMs= 2.308 g Si= 0.666 g SM1= 0.999 g Fa= 1.200 - SDs= 1.538 g F„= 1.500 - SDS= 0.666 g 11' 8 sec ,064 ii)c, * w ,, I ro. 81 . . ,y ` ., . ... dill 0,,,,, ______; 4f • 3-11-2020 Page 1 of 20 • Project#: Valero Canopy R REVERENCE 1912068 102 E Duarte Ave,Arcadia,CA 91006 1 ENGINEERING COMPONENT AND CLADDING(C&C)WIND LOADS PER CHAPTER 30,PART 2 Applicable to an enclosed low-rise building or an enclosed building with h<_60 ft To be used for solid attached signs per Section 29.4.2 Exposure Category: C V= 110 mph Basic Wind Speed X Wall A= 10 ft' Effective Wind Area(10 sf min.is most cons.) Interior Zone z= 30 ft Evaluation Height X End Zone KZt= 1 Topographic Factor[26.8.2] EXCERPT FROM FIGURE 30.4-1 Eff. Basic Wind Speed,V(mph) Area 95 100 105 110 115 120 130 140 150 10 16.2 -17.6 18 -19.5 -19.8 -21.5 21.8 -23.6 23.8 -25.8 25.9 -28.1 30.4 -33 35.3 -38.2 40.5 -43.9 20 15.5 -16.9 17.2 -18.7 18.9 -20.6 20.8 -22.6 22.7 -24.7 24.7 -26.9 29 -31.6 33.7 -36.7 38.7 -42.1 50 14.5 -15.9 16.1 -17.6 17.8 -19.4 19.5 -21.3 21.3 -23.3 23.2 -25.4 27.2 -29.8 31.6 -34.6 36.2 -39.7 100 13.8 -15.2 15.3 -16.8 16.9 -18.5 18.5 -20.4 20.2 -22.2 22 -24.2 25.9 -28.4 30 -33 34.4 -37.8 500 16.2 -18.1 17.7 -19.8 19.3 -21.5 22.7 -25.2 26.3 -29.3 30.2 -33.6 10 16.2 -21.7 18 -24.1 19.8 -26.6 21.8 -29.1 23.8 -31.9 25.9 -34.7 30.4 -40.7 35.3 -47.2 40.5 -54.2 20 15.5 -20.3 17.2 -22.5 18.9 -24.8 20.8 -27.2 22.7 -29.7 24.7 -32.4 29 -38 33.7 -44 38.7 -50.5 50 14.5 -18.3 17.2 -22.5 18.9 -24.8 19.5 -24.6 21.3 -26.9 23.2 -29.3 27.2 -34.3 31.6 -39.8 36.2 -45.7 100 13.8 -16.9 15.3 -18.7 16.9 -20.6 18.5 -22.6 20.2 -24.7 22 -26.9 25.9 -31.6 30 -36.7 34.4 -42.1 500 16.2 -18.1 17.7 -19.8 19.3 -21.5 22.7 -25.2 26.3 -29.3 30.2 -33.6 Eff. Pnet3o Interpolation Effective Area Exposure ZONE Area 110 115 110 Interpolation h BCD 4 10 21.8 -23.6 23.8 -25.8 21.8 -23.6 Eff.A 110 15 1.00 1.21 1.47 4 20 20.8 -22.6 22.7 -24.7 20.8 -22.6 Zone 4 20 1.00 1.29 1.55 4 50 19.5 -21.3 21.3 -23.3 19.5 -21.3 10 21.8 -23:6 25 1.00 1.35 1.61 4 100 18.5 -20.4 20.2 -22.2 18.5 -20.4 20 20.8 -22.6 30 1.00 1.40 1.66 4 500 16.2 -18.1 17.7 -19.8 16.2 -18.1 10 21.8 -23.6 35 1.05 1.45 1.70 5 10 21.8 -29.1 23.8 -31.9 21.8 -29.1 Zone 5 40 1.09 1.49 1.74 5 20 20.8 -27.2 22.7 -29.7 20.8 -27.2 10 21.8 -29.1 45 1.12 1.53 1.78 5 50 19.5 -24.6 21.3 -26.9 19.5 -24.6 20 20.8 -27.2 50 1.16 1.56 1.81 5 100 18.5 -22.6 20.2 -24.7 18.5 -22.6 10 21.8 -29.1 55 1.19 1.59 1.84 5 500 16.2 -18.1 17.7 -19.8 16.2 -18.1 60 1.22 1.62 1.87 Interpolation 21.8 psf into surface 30 1 1.4 1.66 Pnet3o=( -29.1 psf out of surface 35 1.05 1.45 1.7 A= 1.4- Adjustment Factor 30 1 1.4 1.66 30.52 psf into surface Pnet={ 40.74 psf out of surface [Eqn.30.5-1] Pnet=A*Kzt'Pnet3o Page 2 of 20 Project#: Valero Canopy REVERENCE 1912068R E ENGINEERING 102 E Duarte Ave,Arcadia,CA 91006 LOADING ON RECTANGULAR WALL SIGN(2 FASTENER ROWS) Cabinet Loading Pnet= 40.74 psf Out of surface A= 120 ft Total Area W= 6 psf Presumed dead load n= 14- #Fasteners per row h= 3 ft Cabinet Height(OK to be conservatively high) I= 40 ft Cabinet Length(OK to be conservatively high) s= 36 in Fasteners On-Center Spacing LRFD LOADING ASD LOADING LC# 4 =1.2D+1.0W LC# 5 =D+0.6W R�= 4889 lb Total Wind Force Ra= 2933 lb Total Wind Force V,= 864 lb Total Dead Load Va= 720 lb Total Dead Load R5= 2444 lb Per Row Ra= 1467 lb Per Row V�= 432 lb Per Row Va= 360 lb Per Row R5= 174.6 lb Per Fastener Ra= 104.8 lb Per Fastener V�= 30.86 lb Per Fastener V.= 25.71 lb Per Fastener TEKS SDS(ICC-ESR-1976) Cabinet Loading T„= 174.6 lb Tension is= 0.124 in Member thickness in contact with screw head F5= 36 ksi = 30.86 lb Shear tm= 0.188 in Member thickness NOT in contact with screw head F5= 38 ksi HWH HWH+Serr. Pan 10-16 12-14 12-24 1/4-14 1/4-28 10-16 1/4-14 10-16 ALLOWABLE TENSILE PULL-OUT #REF! 437.2 437.2 506 506 #REF! 506 #REF! ALLOWABLE TENSILE PULL-OVER 895.7 929.1 929.1 1119 1119 973.7 1119 817.6 TENSILE FASTENER STRENGTH 2654 3551 4750 4816 5767 2654 3551 4816 GOVERNING ULTIMATE CAPACITIES #REFI 1312 1312 1518 1518 #REFI 1518 #REF! NOTE: DESIGN STRENGTH(T=0.5) #REF! 655.8 655,8 759 759 #REF! 759 #REF! Table includes all fasteners #REF! 0.266 0.266 0.23 0.23 #REF! 0.23 #REFI per TEKS SDS ESR for DEMAND:CAPACITY analysis.Only fastsners with O.K. O.K. O.K. O.K. O.K. "O.K."for tension,shear,and ALLOWABLE SHEAR(BEARING) #NIA 871 871 1008 1008 #N/A 1008 #N/A combined demand-to-capacity ratios are acceptable.Refer to SHEAR FASTENER STRENGTH 1718 2171 2654 2970 3925 1718 2171 2970 dwgsforactualfastener GOVERNING ULTIMATE CAPACITIES #N/A 871 871 1008 1008 #N/A 1008 #NIA selection. DESIGN STRENGTH(cp=0.5) #NIA 435.5 435.5 504 504 #N/A 504 #NIA DEMAND:CAPACITY #N/A 0.071 0.071 0.061 0.061 #N/A 0.061 #N/A O.K. O.K. O.K. O.K. O.K. #N/A 0.337 0.337 0.291 0.291 #N/A 0.291 #N/A COMBINED DEMAND:CAPACITY O.K. O.K. O.K. O.K. O.K. Page 3 of 20 'Project: Valero Canopy REVERENCE 1912068 102E Duarte Ave,Arcadia,CA 91006 R E ENGINEERING WIND LOADS FOR ROOFTOP STRUCTURES AND EQUIPMENT FOR BUILDINGS wl h 5 60 FT PER CHAPTER 29 Frm'g Loading 29.5.1 ROOFTOP STRUCTURES AND EQUIPMENT FOR BUILDINGS w/h 5 60 FT V= 110 mph Basic Wind Speed h= 30 ft Mean Roof height Kht= 1.0_ Topographic Factor [26.8.2 per 28.3.2] Kd= 0.85- Wind Directionality Factor [Table 26-6.1 per 26.6 per 28.3.2] a= 11.5- Terrain Exposure Constant [Table 26.9.1 per Table 28.3-1] zg= 700 ft Terrain Exposure Constant [Table 26.9.1 per Table 28.3-1] Kh= 1.162- Velocity Pressure Coefficient [Table 28.3-1 per 28.3.2] qh= 30.6 psf Velocity Pressure [Eqn 28.3-1] qh= 0.00256*Kd*Kh*Khi*V2 GCS= 1.9 - Worst Case Roof External Pressure Coeff. [Figure 28.4-1] p= 58.14 psf Design Wind Pressure [Eqn 28.4-1] p= GC,!`gh • • Page 4 of 20 `Project#: Valero Canopy E, REVERENCE 1912068 102 E Duarte Ave,Arcadia,CA 91006 ENGINEERING JOINT REACTIONS PER RISA Angle Frm'g Node - X LCx Y LCy Z LCz Mx LCmx My LCmy Mz LCmz 1N70 max 3.077 24 149.3 28 122.7 22 0 '33 0 33, • 0 33] Xmax= 20.11 lb N70 min -2.328 31 -154.2 17 -122.5 29 0 1 0 1 0 1 = -24.98 lb IN82 max 16.72 1 282.5 23 363,7' 22 0 ^y^33 0 33 0 331 Ymax= 282.5 lb N82 min 8.403 31 -56.13 28 -362.9 29 0 1 0 1 0 1 Ymin= -195.4 lb N83 max 5.094 - 31- 231.9 23 389.2 22 0 33 0 33 0 331 Zmax= 391.5 lb N83 min -14.69 18 -164.7 28 -386.6 29 0 1 0 1 0 1 Lmin= -389.9 lb IN84 max 7.681 31214.5 23 391:5 22' 0 33 0 33_ 0 33 Horizontal Shear(Z) N84 min -13.02 18 -124.3 28 -389.9 29 0 1 0 1 0 1 Vu= 389.9 lb(LRFD) N85 max 11:15^31 217.523 391..2 22 0 • 33 0-33 0 331 Horizontal Shear(X) N85 min -14.42 18 -128.7 28 -389.5 29 0 1 0 1 0 1 Vu= 24.98 lb(LRFD) ;N83 max 16.04 31 214 23 391..55 22 0 33 0 33. 0 33 Tension(Y) N86 min -17.78 18 -124.6 28 -389.9 29 0 1 0 1 0 1 Tu= 282.5 lb(LRFD) 11\187 max 20.11 25 239 23 388.5 22 0 33 0 33 0 33 Resultant Shear(X&Z) N87 min -20.16 18 -160.1 28 -386.2 29 0 1 0 1 0 1 Vu= 390.7 lb(LRFD) IN88 max 18.93 31 236.6 23. 367,8 • 22 0 33 0 33 0 J N88 min -24.98 18 -82.64 28 -366.9 29 0 1 0 1 0 1 1N63 max -1.033 31' 151.5 28 126.8 22 0 33 0 33. 0 33 • N63 min -2.062 1 -162.4 17 -125.8 29 0 1 0 1 0 1 N65 max 1.813 24 193.3' 28 153.8 28 0 33 0 33 0 33 N65 min -0.629 31 -195 17 -158.1 17 0 1 0 1 0 1 IN66' max 1.603 24 162.3 22 130.6 , 28 0 33 0 33• 0. N66 min -0.946 31 -162 29 -131.3 17 0 1 0 1 0 1 1N67 max 1.777 24 166.7 28 134 28 0 33 0 33 • 0 33 N67 min -1.375 31 -167.9 17 -136.1 17 0 1 0 1 0 1 1N68 max 2.191 24 162.1 28' 130.4 28 0 33 0 33 0 331 N68 min -1.975 31 -162.2 17 -131.6 17 0 1 .0 1 0 1 1N69 max 2.483 24 193.8" 28 154.6 28 . 0 33 0 33 0 33 N69 min -2.481 19 -195.4 17 -157.9 17 0 1 0 1 0 1 A36 THREADED ROD CHECK Angle Frm'g Tu= 0.283 kip Rod Tension Fu= 58 ksi pn= 1.767 kip V,= 1.06 kip = 0.391 kip Rod Shear FY= 36 ksi cp= 0.75- = 0.75- drod= 0.25 in Rod diameter NPn= 1.325 kip 9V,= 0.795 kip Arod= 0.049 int Area of Rod DIC: 0.213 OK DIC: 0.491 OK Z= 0.003 in Plastic Section Modulus I Page 5 of 20 'Project : Valero Canopy I E REVERENCE 1912068 102 E Duarte Ave,Arcadia,CA 91006 ENGINEERING JOINT REACTIONS,PER RISA Calilever Clips Node - X LCx Y LCy Z LCz Mx LCmx My LCmy Mz LCmz {N78 max 2.629 30 0.879 - 31 2.532 25 0 ' '33 0, 33 , 0 331 Xmax= 1471 lb N78 min -3.171 19 -2.318 18 0.524 30 0 1_ 0 1 0 1 Xm;,,= -1470 lb 1N79. max 2.855 24 7At 28 7.125 ' 23, 0 33'. 0 33 . 0 .33] Ymax= 125.5 lb N79 min -1.377 31 -12.67 17 -7.037 28 0 1 0 1 0 1 Ymin= -12.67 lb N97 max 1.1:22, .31 .125.5 25 11.78 28 0 33. ,0. 33' 0 331 Zmax= 77.17 lb N97 min -23.18 18 28.87 30 -12.86 17 0 1 0 1 0 1 Lmin= -77.08 lb 1N102 max 84'4:5,25.. 100-.5--1-7-40715 28. - 0 33 0 33 0 33] Horizontal Shear(Z) N102 min -845.7 18 59.18 31 -40.33 17 0 1 0 1 0 1 Vu= 77.08 lb(LRFD) N111A max 147131- `93.34 2577:17 22, 0 33 . 0 33. '0 331 Tension(X) N111A min -1470 30 41.13 30 -77.08 29 0 1 0 1 0 1 Tu= 1471 lb(LRFD) N112A'max 1471 31 93.34 25 68.67 28 0 ,33 0 33 ' 0 -3-31 Vertical Shear(Y) N112A min -1470 30 41.08 30 -68.66 29 0 1 0 1 0 1 Vu= 125.5 lb(LRFD) Resultant Shear(X&Y) Vu= 147.3 lb(LRFD) A36 THREADED ROD CHECK Tension Connection Tu= 1.471 kip Rod Tension F,= 58 ksi Pn= 3.976 kip Vn= 2.386 kip V,= 0.147 kip Rod Shear FY= 36 ksi cp= 0.75- cp= 0.75- drod= 0.375 in Rod diameter NNn= 2.982 kip TV,= 1.789 kip Arod= 0.11 in2 Area of Rod DIC: 0.493 OK D/C: 0.082 OK Z= 0.009 in Plastic Section Modulus A36 THREADED ROD CHECK Shear Connection Tit= 0.147 kip Rod Tension F„= 58 ksi Pn= 3.976 kip Vn= 2.386 kip V„= 1.471 kip Rod Shear FY= 36 ksi cp= 0.75 - cp= 0.75 - drod= 0.375 in Rod diameter WPn= 2.982 kip TV,= 1.789 kip Arod= 0.11 in2 Area of Rod D/C: 0.049 OK D/C: 0.822 OK Z= 0.009 In Plastic Section Modulus Page 6 of 20 'Project : Valero Canopy REVERENCE 1912068 RE ENGINEERING 102E Duarte Ave,Arcadia,CA 91006 Wind Loads in governing direction due to new signage(see page 2 for pressure calculation) Maximum wind pressure on sign: -40.74 psf (Assume negative pressue magnitude for all signs conservatively) Sign length: 47.5 ft Sign Height: 3 ft Sign Area: 142.5 sqft Force on Sign: 5805 lb Height to bottom of sign: 20 ft Moment arm for sign force: 21.5 ft Moment at grade: 124.8 kip-ft Shear at grade: 5.805 kip Number of columns: 2- Moment at grade per column: 62.41 kip-ft Shear at grade per column 2.903 kip Number of signs in direction of wind: 2- Moment at grade per column: 124.8 kip-ft 12 x 12 x 5116"SQ HSS Shear at grade per column 5.805 kip Moment Capacity per Table 3-14= 181 k-ft NOTE:According to wind pressure calculations on next page for open pitched roof,roof wind pressures will conteract the windload on the signs NOTE:Dead load will also conteract these overturning forces Page 7 of 20 'Project#: Valero Canopyp F" REVERENCE ENGINEERING 1912068 102E Duarte Ave,Arcadia,CA 91006 f� WIND LOADS FOR AN OPEN PITCHED ROOF WIND @ y=0°,180°,90° TO RIDGE 0<_45° SECTION 27.4.3-OPEN BUILDINGS WITH MONOSLOPE,PITCHED,OR TROUGHED FREE ROOFS V= 110 mph Basic Wind Speed Rise: 3 ft x Clear Flow Surface Roughness: C h= 23 ft Mean Roof Height Run: 21 ft Obstructed Flow Exposure Category: C Width: 48 ft Risk Category: 2 Kn= 1.0- Topographic Factor [26.8.2 per 27.3.2] Building Type: Open Ka= 0.85- Wind Directionality Factor [Table 26-6.1 per 26.6 per 27.3.2] G= 0.85 - Gust Effect Factor [26.9] a= 9.5- Terrain Exposure Constant [Table 26.9.1 per Table 27.3-1] zy= 900 ft Terrain Exposure Constant [Table 26.9.1 per Table 27.3-1] Kb= 0.929- Velocity Pressure Coefficient [Table 27.3-1 per 27.3.2] qh= 24.46 psf Velocity Pressure [Eqn 27.3-1] qZ=0.00256*Kg*Kh*Ke*V1 Slope: 0.143 ft/ft Angle: 8.13 deg Roof slope<_45 degrees? CHECK: OK WIND @ y=0°,180° TO RIDGE PER FIGURE 27.4-5 TABLE REPRODUCED FROM FIGURE Flow: Clear Obstructed RELEVANT VALUES INTERPOLATION Slope Case CNw CNL CNW CNL Flow: Clear Flow: Clear 0 A Slope Case CNw CNL Slope Case CNW CNL B ;e 7 A 1.1 -0.3 A 1.1 -0.308 A 1.1 -0.3 -1.6 -1 75 B 0.2 -1.2 8.13 B 0.192 -1.192 7.5 B 0.2 -1.2 -0.9 -1.7 A 1.1 -0.4 A 1.1 -0.4 -1.2 -1 15 B 0.1 -1.1 15 B 0.1 -1.1 -0.6 -1.6 A 1.1 0.1 -1.2 -1.2 PRESSURE WINDWARD LEEWARD 22.5 B -0.1 -0.8 -0.8 -1.7 CASE A 22.87 psf -6.41 psf A 1.3 0.3 -0.7 -0.7 CASE B 3.98 psf -24.77 psf 30 B -0.1 -0.9 -0.2 -1.1 A 1.3 0.6 -0.6 -0.6 NOTE: »Positive values indicate wind acting toward the roof surface 37.5 B -0.2 -0.6 -0.3 -0.9 »Negative values indicate wind acting away from the roof surface A 1.1 0.9 -0.5 -0.5 45 B -0.3 -0.5 -0.3 -0.7 WIND @ y=90° TO RIDGE PER FIGURE 27.4-7 CN Clear Obst. PRESSURE PRESSURE All Angles A -0.8 -1.2 -19.56 psf 4 -20 psf <_h s 23 ft Use from 0 ft to 23 ft 0<45° B 0.8 0.5 19.56 psf 4 20 psf >h >'23 ft All Angles A -0.6 -0.9 '-14.67 psf 4 -15 psf <_2h <46,ft 0<45° 'B 0.5 0.5 1223 psf 4 13 psf Use from 23 ft to 46 ft All Angles A -0.3 -0.6 -7.337 psf 4 -8 psf >2h >46ft 4 Use from 46ftto48ft 9<_45° B 0.3 0.3 7.337 psf 4 8 psf Page 8 of 20 Y Z X Alit" . ' ' ..4: 00111. --'4(.- 118 „'1C4-4. All 4 . 11 .113 � .14, ro e* l _ • ,mt: e im 4 1 ,..„,.. , , k_. „,,,, .L. 1 4 4. ,,, • of k810. 103 • .888..4 3088110 Reverence Engineering SK-4 Jan 30, 2020 at 3:19 PM RISA.r3d Page 9 of 20 Y • Z x .-' 1� ,II a. .► 0 -- icfrA0,4, I . tliN I •. _,.4 .,, , _ , .,,,,....,,., 1 ,„,„ „., __ I ,...„.,„ , ,, , . Is Envelope Only Solution Reverence Engineering SK- 1 Jan 30, 2020 at 3:18 PM RISA.r3d Page 10 of 20 Y 40 /► Z x -2psf Oil.......i.:?...ii.1::::..q:::::::.:.Iiiiii,[1:,:r°:: :.:.: o 011,k.siliiii..:::fill:11115:iii.:,..*;i:;:i;*.,.... ' i�T; illprii:1:14 . :::::ii.i:iii:::%::.:.. :sly:i'� ti '.L:i::iY:'iiiiv. *——— *— A. -,,, 4111V.riiiiIii%..!1!.1i.::::: ^f -2Psf '` d:1.�>.;.1:: :`-2psf '.1 .,.*1-01::!!1:1***Iiili.i?::•1:::ii.:::•.. ;;K::•g;i:1:;'::::.:i....;.P.:.:::::i:...:::;.:':' , :J• `.: ..,t4 :rI,. rI F:li n...i�. Loads:BLC 1,DEAD Envelope Only Solution - Reverence Engineering SK-6 Jan 30, 2020 at 3:20 PM RISA.r3d Page 11 of 20 Y @► z x ; . A.i1 ^ 1 1p .�\ 44 ' - olio 2 k lIP' . �, !� -+ 4,10110.-0 rol, \ 4iiiiltit4t4(44 ) ���. . .- r:,,..,„:„:„:;i:i.,:::„,,.,::,:„:.:::::::, 4ps Loads:BLC 5,WIND 4 Envelope Only kln Reverence Engineering SK- 1O Jan 30, 2020 at 3:21 PM ms.r Page 12 g2 Y ii Z x 0 I. AV 211*' .ry , If4. i l 'Ais iiiiiiiiiiiiiii‘r ' z 0 58,14psE :c ."'iiiinfallalk,iiiiiigiN' 4tA Gr , 111 ''''"""iiiiiiiiiiiiiingi ............... ,... . i .....:::„Ilittiiiiiiiiiii.•:::tt..,...,..,3::::.: Loads:BLC 2l,WIND 1 Envelope Only Solution Reverence Engineering SK- 7 Jan 30, 2020 at 3:20 PM RISA.r3d Page 13 of 20 Y AW 10 Z x .,or:: 0 AV 41.4p. iOil 441' An ..v.:- .t 0,41**, 58.14E Sf 7:::1,:'ti :': iiii:i.:,<.• -4kii::4';'.::•iKi!i'iiii;li:iii•-:•.... 410i:i,5C:iizZ;ii:•;;:i:ii::-:. P.4-;*-iii:‹Miiiii;i:i::.::- ,,,. -::::•iii:i'it;?.. .::::::giliK....,... 00. • 44`. ..:..Z:.:!iN:g!i:i:i.:::•:-. 411t)';':;.;::;:.:.:3i,:i::1:i.:;:l.::ii:i:i::•:. Allt*iiii;i:i!:?!•:;ii, A._ Loads:BLC 3,WIND 2 Envelope Only Solution Reverence Engineering SK- 8 Jan 30, 2020 at 3:21 PM RISA.r3d Page 14 of 20 Y �% 4► z x 'pi, 4 -' ' IA 0 -i itik �A\ . E - o a ... : 4.0.4 A r‘41a ‘44.;:' .A� ��! 444r,in 1.°' : , ..?:..r::%.?...i:;i::•:::.§,,ii::::::::•iiiip., ' f" a • e � Loads:BLC 4,WIND 3 Envelope Only Soln Reverence Engineering SK- 9 Jan 30, 2020 at 3:21 PM ms. PAl5y2 : Reverence Engineering Jan 30, 2020 IICompany IRISA Job umber : Checked ByBrett Sauers, P.E. A NEMETSCHEK COMPANY Model Name : Hot Rolled Steel Properties Label E [psi] G [psi] Nu Therm(/1E..Density[k/ft... Yield[ksi] Ry Fu[ksi] Rt 1 A992 2.9e+7 1.115e+7 .3 .65 .49 50 1.1 65 1.1 2 A36 Gr.36 2.9e+7 1.115e+7 .3 .65 .49 36 1.5 58 12 3 A572 G r.50 2.9e+7 1.115e+7 .3 .65 .49 50 1.1 65 1.1 4 A500 Gr.B RND 2.9e+7 1.115e+7 .3 .65 .527 42 1.4 58 13 5 A500 Gr.B Rect 2.9e+7 1.115e+7 .3 .65 .527 46 1.4 58 1.3 6 A53 Gr.B 2.9e+7 1.115e+7 .3 .65 :49 35 1.6 60 1.2 7 A1085 2.9e+7 1.115e+7 .3 .65 .49 50 1.4 65 1.3 Aluminum Properties Label E [psi] G [psi] Nu Therm(...Density[...Table B.4 kt Ftu[ksi] Fty[ksi] Fcy[ksi] Fsulksi] Ct 1 3003-H14 1.01e+7 3.788e+6 .33 1.3 .173 Table B.... 1 19 16 13 12 141 2 6061-T6 1.01e+7 3.788e+6 .33 1.3 .173 Table B.... 1 38 35 35 24 141 3 6063-T5 1.01e+7 3.788e+6 .33 1.3 .173 Table B.... 1 22 1.6 16 13 141 4 6063-T6 1.01e+7 3.788e+6 33 1.3 .173 Table B.... 1 30 25 25 19 141 5 5052-H34 1.02e+7 3.788e+6 .33 1.3 .173 Table B.... 1 34 26 24 20 141 6 6061-T6 W 1.01e+7 3.788e+6 33 1.3 .173 Table B.... 1 24 15 15 15 141 7 6063-T5W 1.01e+7 3.788e+6 .33 1.3 .173 Table B.... 1 17 8 8 10.2 141 Hot Rolled Steel Section Sets Label Shape Type Design List Material Design R... A [n2] lyy[n4] Izz[n4] J [n4] 1 ANGLE L2x2x3 Beam Single Angle A36 Gr.36 Typical .722 .271 .271 .009 Aluminum Section Sets Label Shape Type Design List Material Design R... A [n2] Iyy[n4] Izz[in4] J lin41 1 TUBE RT2X2X0.188 Beam Rectangular Tubes 6061-T6 W Typical 1.36 .754 .754 1.12 Basic Load Cases BLC Description Category X Gravity Y Gravity Z Gravity Joint Point Distributed Area(Me... Surface(P... 1 DEAD None -1 6 2 WIND 1 None • 1 3 WIND 2 None 1 4 WIND 3 None 1 5 WIND 4 None 1 6 WIND 5 None 7 WIND 6 None 8 LIVE ROOF None 9 SNOW None 10 BLC 1 Transient Area.. None 34 11 BLC 2 Transient Area.. None 6 12 BLC 3 Transient Area.. None 6 13 BLC 4 Transient Area.. None 13 14 BLC 5 Transient Area.. None 13 RISA-3D Version 17.0.4 [GA..`..\..\Calculations 1RISA.r3d] Page 1 Page 16 of 20 • : Reverence Engineering Jan 30,2020 I ICompany'R'SA Job IN umber Checked By.BrettSauers, P.E. ANEMETSCHEKCOMPANY Model Name Load Combinations Description SoI...PD...SR...BLC FactorBLC FactorBLC Factor...... ......... 1 7-10 LRFD #1: 1.4D Yes Y 1 1.4 2 7-10 LRFD #2a: 1.2D+0.5Lr Yes Y ' 1 1.2 8 .5 3 7-10 LRFD #2b: 1.20+0.5S Yes Y 1 1.2 9 .5 4 7-10 LRFD #f3a: 1.20+1.6Lr+0.5W Yes Y 1 1.2 2 .5 8 1.6 5 7-10 LRFD #iia: 1.2D+1.6Lr+0.5W Yes Y 1 1.2 3 .5 8 1.6 6 7-10 LRFD #3a: 1.2D+1.6Lr+0.5W Yes Y 1 1.2 4 .5 8 1.6 7 7-10 LRFD #3a: 1.2D+1.6Lr+0.5W Yes Y 1 1.2 5 .5 8 1.6 8 7-10 LRFD #3a: 1.2D+1.6Lr+0.5W Yes y 1 1.2 6 .5 8 1.6 9 7-10 LRFD #3a: 1.20+1.6Lr+0.5W Yes Y 1 1.2 7 .5 8 1.6 10 7-10 LRFD#3b: 1.2D+1.6S+0.5W Yes Y 1 12 2 ,5 9 1.6 11 7-10 LRFD #3b: 1.20+1.6S+0.5W Yes Y 1 1.2 3 .5 9 1.6 12 7-10 LRFD #3b: 1.20+1.6S+0.5W Yes Y 1 12 4 .5 9 1.6 13 7-10 LRFD #3b: 1.2D+1.6S+0.5W Yes y 1 1.2 5 .5 9 1.6 14 7-10 LRFD#3b: 1.2D+1.6S+0.5W Yes Y 1 1.2 6 .5 9 1.6 15 7-10 LRFD #3b: 1.2D+1.6S+0.5W Yes Y 1 1.2 7 .5 9 1.6 16 7-10 LRFD #4a: 1.2D+1,0W +0.5Lr Yes Y 1 1.2 2 1 8 .5 17 7-10 LRFD #4a: 1.20+1.0W +0.5Lr Yes Y 1 1.2 3 1 8 .5 18 7-10 LRFD #4a: 1.2D+1.0W +0.5Lr Yes Y 1 12 4 1 8 .5 19 7-10 LRFD #4a: 1.2D+1.0W +0.5Lr Yes Y 1 1.2 5 1 8 .5 20 7-10 LRFD #4a: 1.2D+1.0W +0.5Lr Yes Y 1 12 6 1 8 .5 21 7-10 LRFD #4a: 1.2D+1.0W +0.5Lr Yes Y 1 1.2 7 1 8 .5 22 : 7-10 LRFD #4a: 1.2D+1.0W +0.5S Yes Y 1 1.2 2 1 9 .5 23 7-10 LRFD #4a: 1.2D+1.0W +0.5S Yes Y 1 1.2 3 1 9 .5 24 7-10 LRFD #4a: 1.2D+1.0W +.0.5S Yes y 1 1.2 4 1 9 .5 25 7-10 LRFD #4a: 1.2D+1.0W +0.5S Yes Y 1 1.2 5 1 9 .5 26 7-10 LRFD #4a: 1.2D+1.0W +0.5S Yes Y 1 1.2 6 1 9 .5 27 7-10 LRFD #4a: 1.2D+1.0W +0.5S Yes Y 1 1.2 7 1 9 .5 28 7-10 LRFD #6: 0.90+1.0W Yes Y 1 .9 2 1 29 7-10 LRFD #6: 0.90+1.0W Yes Y 1 .9 3 1 30 7-10 LRFD #6:0.9D+1.0W Yes Y 1 .9 4 1 31 7-10 LRFD #6: 0.9D+1.0W Yes Y 1 .9 5 1 32 7-10 LRFD#6: 0.9D+1.0W Yes Y 1 .9 6 1 33 7-10 LRFD #6: 0.90+1.0W Yes Y 1 .9 7 1 Envelope Joint Reactions Joint X Db] LC Y pb] LC Z 1b1 LC MX [lb-ft] LC MY Db-ft] LC MZ [lb-ft] LC 1 N70 max 3.077 24 149.319 28 122.657 22 0 33 0 33 0 33 2 min -2328 31 -154.201 17 -122.501 29 0 1 0 1 0 1 3 N73 max -.309 30 7.271 28 7.953 29 0 33 0 33 0 33 4 min -.866 19 -17.532 17 9.469 16 0 1 0 1 0 1 5 N74 max 1.253 24 -.663 29 3.227 24 0 33 0 33 0 33 6 min -.793 31 -1.549 16 1399 31 0 1 0 1 0 1 7 N75 max 1.292 24 .334 24 .543 25 0 33 0 33 0 33 8 min. -1.116 31 .016 31 .041 30 0 1 0 1 0 1 9 N76 max 1.511 24 -.461 28 1.412 1 0 33 0 33 0 33 10 min -1.548 1.9 -.875 1 .812 30 0 1 0 1 0 1 11 N77 max 1.957 30 .479 31 1.228 24 0 33 0 33 0 33 12 min -2.196 19 -.708 18 -.093 31 0 1 0 1 0 1 13 N78 max 2.629 301 .879 131 2.532 25 0 33 0 331 0 33 RISA-3D Version 17.0.4 'Calculations\RISA.r3d] Page 2 Page 17 of 20 f . : Reverence Engineering Jan 30, 2020 ICompany 1RISA JoblNumber Checked By:Breit Sauers, P.E. ANEMETSCHEKCOMPANY Model Name . Envelope Joint Reactions (Continued) Joint X DI)] LC Y Lib] LC Z Db] LC MX [lb-ft] LC MY [lb-ft] LC MZ[lb-ft] LC 14 min -3.171 19 -2.318 18 .524 30 0 1 0 1 0 1 15 N79 max 2.855 24 7.41 28 7.125 23 0 33 0 33 0 33 16 min -1.377 31 -12.672 17 -7.037 28 0 1 0 1 0 1 17 N82 max 16.723 1 282.526 23 363.719 22 0 33 0 33 0 33 18 min 8.403 31 -56.128 28 -362.902 29 0 1 0 1 0 1 19 N83 max 5.094 31 231.914 23 389.249 22 0 33 0 33 0 33 20 min -14.685 18 -164.725 28 -386.625 29 0 1 0 1 0 1 21 N84 max 7.681 31 214.513 23 391.456 22 0 33 0 33 0 33 22 min -13.021 18 -124.345 28 -389.918 29 0 1 0 1 0 1 23 N85 max 11.153 31 217.483 23 391.249 22 0 33 0 33 0 33 24 min -14.419 18 -128.723 28 -389.541 29 0 1 0 1 0 1 25 N86 max 16.037 31 213.97 23 391.516 22 0 33 0 33 0 33 26 min -17.779 18 -124.591 28 -389.888 29 0 1 0 1 0 1 27 N87 max 20.108 25 239.048 23 388.471 22 0 33 0 33 0 33 28 min -20.157 18 -160.077 28 -386.205 29 0 1 0 1 0 1 29 N88 max 18.928 31 236.604 23 367.813 22 0 33 0 33 0 33 30 min -24.983 18 -82.638 28 -366.873 29 0 1 0 1 0 1 31 N91 max 7.062 25 159.184 24 13.45 28 0 33 0 33 0 33 32 min 2.466 30 66.395 31 -13.933 17 0 1 0 1 0 1 33 N92 max 6.43 31 45.51 25 1.527 29 0 33 0 33 0 33 34 min -10.136 18 22.07 30 -4.304 16 0 1 0 1 0 1 35 N93 max 9.066 31 60.107 1 -.506 28 0 33 0 33 0 33 36 min -10.496 18 37.488 31 -1.008 1 0 1 0 1 0 1 37 N94 max 12.562 25 59.229 1 -.69 28 0 33 0 33 0 33 38 min -12.261 18 37.173 31 -1.132 1 0 1 0 1 0 1 39 N95 max 17.833 25 59.662 1 -.493 31 0 33 0 33 0 33 40 min -15.879 30 37.302 30 -1.133 18 0 1 0 1 0 1 41 N96 max 25.715 25 69.996 24 1.807 29 0 33 0 33 0 33 42 min -21.35 30 8.695 31 -3.951 16 0 1 0 1 0 1 43 N97 max 11.218 31 125.533 25 11.778 28 0 33 0 33 0 33 44 min -23.177 18 28.869 30 -12.859 17 0 1 0 1 0 1 45 N102 max 844.489 25 100.522 1 40.149 28 0 33 0 33 0 33 46 min -845.652 18 59.178 31 -40.326 17 0 1 0 1 0 1 47 N63 max -1.033 31 151.502 28 126.799 22 0 33 0 33 0 33 48 min -2.062 1 -162.423 17 -125.814 29 0 1 0 1 0 1 49 N65 max 1.813 24 193.34 28 153.808 28 0 33 0 33 0 33 50 min -.629 31 -194.968 17 -158.112 17 0 1 0 1 0 1 51 N66 max 1.603 24 162.348 22 130.594 28 0 33 0 33 0 33 52 min -.946 31 -162.012 29 -131.326 17 0 1 0 1 0 1 53 N67 max 1.777 24 166.665 28 133.972 28 0 33 0 33 0 33 54 min -1.375 31 -167.897 17 -136.131 17 0 1 0 1 0 1 55 N68 max 2.191 24 162.109 28 130.415 28 0 33 0 33 0 33 56 min -1.975 31 -162.223 17 -131.56 17 0 1 0 1 0 1 57 N69 max 2.483 24 193.819 28 154.594 28 0 33 0 33 0 33 58 min -2481 19 -195.387 17 -157.878 17 0 1 0 1 0 1 59 N 111 A max 1471.273 31 93.341 25 77.169 22 0 33 0 33 0 33 60 min -1469.654 30 41.129 30 -77.082 29 0 1 0 1 0 1 61 N 112A max 1471.333 31 93.336 25 68.67 28 0 33 0 33 0 33 62 min -1469.586 30 41.08 30 -68.659 29 0 1 0 1 0 1 63 N112 maxi 2.225 24 222.442 1 38.913 221 0 33 0 33 0 33 64 min -.732 31 141.694 30 -38.511 291 0 1 0 1 0 1 65 N117 max .389 31 194.456 1 77.986 28 0 331 0 331 0 331 RISA-3D Version 17.0.4 [G:\..\..\..'CalcuiationsNIR ISA.r3d] Page 3 Page 18 of 20 : Reverence Engineering Jan 30,2020 I ICompany 1R'SA Job lNumr ber Checked By.BrettSauers, P.E. ANEMETSCHEK COMPANY Model Name . Envelope Joint Reactions (Continued) Joint X fib] LC Y [Ib] LC Z fib] LC MX [Ib-ft] LC MY [lb-ft] LC MZ [Ib-ft] LC 66 min -1.695 18 121.031 31 -78.019 29 0 1 0 1 0 1 67 N118 max .444 31 194.52 1 69.433 28 0 33 0 33 0 33 68 min -1.613 18 121.056 31 -69.653 17 0 1 0 1 0 1 69 ' Totals: max 3938.985 31 1924.224 1 4011.66 28 70 min -3938.985 18 1237.001 28 -4011.66 17 Envelope A/SC 14th(360-10):LRFD Steel Code Checks Member Shape Code Check Locfin1LC Shear... Loc[inlDir LC phi*Pnc [l..phi"`Pnt[lb]phi*Mn y-.. hi*Mn z-..Cb Eqn 1 M33 L2x2x3 .003 14.11722 .000 0 z 1 17926.597 23392.8 557.71711221.815 1.... H2-1 2 M34 L2x2x3 .047 15.96724 .019 16.157 y 24 20833.826 23392.8 557.717 1239.29 1--- H2-1 3 M35 L2x2x3 .003 13.541 1 .000 27.659 z 1 17926.597 23392.8 557.717 1221.815 1.... H2-1 4 M36 L2x2x3 .014 15.96725 .005 16.157 y 25 20833.826 23392.8 557.717 1239.29 1•- H2-1 5 M37 L2x2x3 .003 14.117 1 .000 27.659 z 1 17926.597 23392.8 557.717 1221.815 1.... H2-1 6 M38 L2x2x3 .017 15.967 1 .007 16.157 y 1 20833.826 23392.8 557.717 1239.29 1•-•• H2-1 7 M39 L2x2x3 .003 13.541 1 .000 0 z 1 17926.597 23392.8 557.717 1221.815 1.... H2-1 8 M40 L2x2x3 ' .017 15.967 1 .007 16:157 y 1 20833.826 23392.8 557.717 123929 1.... H2-1 9 M41 L2x2x3 .003 14.117 1 .000 27.659 z 1 17926.597 23392.8 557.717 1221.815 1.... H2-1 10 M42 L2x2x3 .017 15.967 1 .007 16.157 y 1 '20833.826 23392.8 557.717 123929 1.... H2-1 11 M43 L2x2x3 .003 13.541 1 .000 0 z 1 17926.597 23392.8 557.717 1221.815 1.... H2-1 12 M44 L2x2x3 018 15-96724 .008 16.157 y.24 20833.826 23392.8 557.717 1239.29 1-•-• H2-1 13 M45 L2x2x3 .003 14.11722 .000 0 z 1 17926.597 23392.8 557.717 1221.815 1.... H2-1 14 M46 L2x2x3 .038 15.96725 .015 16.157 y 2520833.82623392.8 557.717 1239.291•-•• H2-1 15 M51 L2x2x3 .013 14.11722 .000 0 z 1 17926.597 23392.8 557.717 1221.815 1.... H2-1 16 M52 L2x2x3 :077 16.15723 .026 16.157 y 2320833.826 23392.8 557.717 1239.29 1--•• H2-1 17 M53 L2x2x3 .015 14.11722 .000 27.659 z 1 17926.597 23392.8 557.717 1221.815 1.... H2-1 18 M54 L2x2x3 .064 16.15723 .020 16.157 y 2320833.826 23392.8 557.717 123929 1.-- H2-1 19 M55 L2x2x3 .013 14.11722 .000 0 z 1 17926.597 23392.8 557.717 1221.815 1.... H2-1 20 M56 L2x2x3 .059 16.15723 .017 16.157 y 2320833.826 23392.8 557.717 1239.29 1---- H2-1 21 M57 L2x2x3 .014 14.11722 .000 27.659 z 1 17926.597 23392.8 557.717 1221.815 1.... H2-1 22 M58 L2x2x3 .060 16.15723 .018 16.157 y 23 20833.826 23392.8 557.717 123929 1.--. H2-1 23 M59 L2x2x3 .013 14.11722 .000 27.659 z 1 17926.597 23392.8 557.717 1221.815 1.... H2-1 24 M60 L2x2x3 .059 16.15723 .017 16.157 y 2320833.826 23392.8 557.717 1239.291•... H2-1 25 M61 L2x2x3 .015 14.11722 .000 27.659 z 1 17926.597 23392.8 557.717 1221.815 1.... H2-1 26 M62 L2x2x3 .065 16.15723 .020 16.157 y 23 20833.826 23392.8 557.717 1239.29 1- H2-1 27 M63 L2x2x3 .013 14.11722 .000 27.659 z 1 17926.597 23392.8 557.717 1221.815 1.... H2-1 28 M64 L2x2x3 .065 16.15723 .020 16.157 y 23 20833.826 23392.8 557.717 .1239.291---. H2-1_ Envelope AA ADM1-15:L RFD -Building Aluminum Code Checks Member Shape Code C...Loclin_LC Shear... Loc[in_Dir LC phi*Pnc..phi'"Pnt[..phi*Mn... hi*Mn...phi*Vny...phi*Vnz...Cb Eqn 1 M 1 RT2X2X0... .079 36 22 .034 36 z 2215068.... 18360 848.25 848.25 4373.4824373.4822...H.1-1 2 M3 RT2X2X0... -026 36 25 .007 0 y 2215068.... 18360 848.25 848.25 4373.4824373.4822...H.1-1 3 M4 RT2X2X0... .089 247.25 25 .014 28.75 y 2215068.... 18360 848.25 848.25 4373.4824373.4822...H.1-1 4 M5 RT2X2X0... 351 36 25 .058 36 y 2515068.... 18360 84825 848.25 4373.4824373.4822.:.H.1-1 5 M6 RT2X2X0.. .090 247.25 25 .049 212.75 z 2215068._ 18360 848.25 848.25 4373.4824373.4822...H.1-1 6 M7 RT2X2X0... 351 36 25 .058 36 y 2515068.... 18360 848.25 848.25 4373.4824373.4822...H.1-1 7 M8 RT2x2x0... .863 49.75 25 .385 37.313 z 3012892.... 18360 848.25 848.25 4373.4824373.4822...H.1-1 8 M 10 RT2X2X0... .129 -276 24 .011 28.75 y 2215068.... 18360 848.25 848.2514373.4824373.4822...H.1-1 9 M11 RT2X2X0... .129 276 24 .078 247.25 y 22 15068.... 18360 848.25 848.25 4373.4824373.4822...H.1-1 10 M12 RT2X2X0... .637 49.75 25 .649 37.313 z 3012892.... 18360 848.25 848.25I4373.4824373.4822...H.1-1 RISA-3D Version 17.0.4 [Galculations'RISA.r3d] Page 4 Page 19 of 20 7 • : Reverence Engineering Jan 30,2020 I ICompany RIS ® Designer :22 P M Checked Number Checked By BrettSauers, P.E. A NEMETSCHEK COMPANY Model Name . Envelope AA ADM1-15:LRFD - Building Aluminum Code Checks (Continued) Member S hape Code C...Loc[inl_LC Shear... Loc[inl Dir LCphi*Pnc..phi"Pnt[.. hi*Mn... hiyMn... hi Vny...phi*Vnz...Cb Eqn 11 M13 RT2X2X0.., .205 24 23 .061 24 z 2815068.... 18360 1848.251848.25 41373.4824373.4822...H.1-1 12 M15 RT2X2X0... .300 24 23 .068 24 z 2315068.... 18360 848.25 848.25 4373.4824373.4822-H.1-1 13 M16 RT2x2X0... .315 24 23 .061 24 z 2215068.... 18360 848.25 848.25 4373.4824373.4822...H.1-1 14 M17 RT2X2X0... .319 24 23 .060 24 z 2815068.... 18360 848.25 848.25 41373.4824373.4822...H.1-1 15 M18 RT2X2X0... .316 24 23 .061 24 z 22 15068.... 18360 848.25 848.25 4373.4824373.4822...H.1-1 16 M19 RT2X2XO... .300 24 23 .068 24 z 23 15068-• 18360 848.25 848.25 4373.4824373.482 2...H.1-1 17 M20 RT2X2X0... .205 24 23 .061 24 z 22 15068.... 18360 848.25 848.25 4373.4824373.482 2...H.1-1 18 M23 RT2x2x0... .053 36 25 .008 24 y 2515068.... 18360 848.25 848.25 4373.482073.4822...H.1-1 19 M24 RT2X2XO... .057 36 24 .009 24 y 2415068.... 18360 848.25 848.25 4373.48214373.4822...H.1-1 20 M25 RT2X2X0.., .052 36 24 .008 24 y 2415068.... 18360 848.25 848.25 4373.4824373.4822...H.1-1 21 M26 RT2X2X0... .054 36 24 .008 24 y 2415068.... 18360 848.25 848.2514373.482,373.4822...H.1-1 22 M27 RT2X2x0... .056 36 24 .009 24 y 24 15068.... 18360 848.25 848.2514373.482,373.4822...H.1-1 23 M28 RT2X2X0... .063 36 24 .011 24 y 25 15068.... 18360 848.25 848.25(11 373.482 373.4822...H.1-1 24 M29 RT2X2X0.. .034 36 24 .007 24 y 2315068.... 18360 848.25 848.254373.482, 73.4822...H.1-1 25 M69 RT2X2X0... .899 85.75 25 .383 75.031 z 317642.808 18360 848.25 848.25 4373.482373.4822...H.1-1 26 M70 RT2X2X0... .558 85:75 25 .512 75.031 z 317642.808 18360 848.25 848.25 4373.482,373.4822...H.1-1 27 M72 RT2x2X0... .634 0 31 .103 0 y 3115068.... 18360 848.25 848.2514373.482,373.4822...H.1-1 28 M73 RT2X2XO.., .557 0 25 .512 0 z 31 18360 18360 848.25 848.25 4373.482, 73.4822...H.1-1 29 M74 RT2X2XO... .899 0 25 .383 0 z 31 18360 18360 848.25 848.25 4373.482,373.4822...H.1-1 30 M75 RT2X2XO... .863 0 25 .385 0 z 30 12892.... 18360 848.25 848.25 4373.482. 73.4822...H.1-1 31 M76 RT2X2XO... .637 0 25 .649 0 z 3012892.... 18360 848.25 848.25 4373.4824373.4822...H.1-1 32 M77 RT2X2XO.., .997 18 30 .579 18 y 31 15068.... 18360 848.25 848.25 4373.4824373.4821...H.1-1 33 M78 RT2X2XO... .997 18 30 .579 18 y 31 15068.... 18360 848.25 848.254373.4824373.4821...H.1-1 34 M74A RT2X2XO... .026 36 25 .007 0 y 22 15068.... 18360 848.25 848.2514373.4824373.4822...H.1-1 35 M75A RT2X2X0... .044 0 22 .011 0 y 22 15068.... 18360 848.25 848.25 4373.4824373.4822...H.1-1 36 M76A RT2X2X0... .058 49.75 22 .008 49.75 y 2412892.... 18360 848.25 848.2514373.4824373.4823...H.1-1 37 M77A RT2X2X0.., .070 49.75 23 .008 49.75 y 1 12892.... 18360 848.25 848.2514373.4824373.4822...H.1-1 38 M78A RT2X2X0... .077 0 22 .010 0 y 1 7642.808 18360 848.25 848.25 373.4824373.4822...H.1-1 39 M79 RT2X2XO... .073 0 1 .010 0 y 1 7642.808 18360 848.25 848.2514373.4824373.4822...H.1-1 40 M80 RT2X2X0... .020 36 23 .002 0 z 2315068.... 18360 848.25 848.25 073.4824373.4822...H.1-1 41 M81 RT2X2X0... .073 85.75 1 .010 85.75 y 1 18360 18360 848.25 848.2514373.4824373.4822...H.1-1 42 M82 RT2X2X0... .073 0 22 .010 85.75 y 1 18360 18360 848.25 848.2514373.4824373.4822...H.1-1 43 M83 RT2X2X0.., .054 0 24 .008 0 y 2412892.... 18360 848.25 848.25 14373.4824373.4823...H.1-1 44 M84 RT2x2X0.., .063 0 22 .008 0 y 1 12892.... 18360 848.25 848.25'4373.4824373.4822...H.1-1 45 M85 RT2X2X0.., .053 18 22 .013 18 z 2215068.... 18360 848.25 848.25 4373.4824373.4821...H.1-1 46 M86 RT2x2X0.., .048 18 23 .012 18 z 2315068.... 18360 848.25 848.25 4373.4824373.4821...H.1-1 RISA-3D Version 17.0.4alculations\R IS A.r3d] Page 5 Page 20 of 20 t e / 48,_O, I ik® //4 \ f I -r I li — 1 i_____. 1 i -- I 1 11 ® I / • `(E)WF ROC I BEAM 1 H 1 I l 1 (E)50.1155 COL. 12 x 1 2 x 5/I G°(MIN.) (VERIFY IN FIELD) ALT. © �1I I N Mr I JJ • , I `(E)WF ROC I SEAM i I I I • (E)So.155 GIRDER 12x 12x3/10(MIN.) (VERIFY IN FIELD) I I , 7(E)WF R00 BEAM I i1 I - - - - - r - r— - I 1 I \ L _ 1 0 CD CAN 1 The designs,details and specifications contained in this drawing are confidential.The recipients of this drawing hereby acknowledge and agree that it is the sole property of Reverence Engineerin Reverence Engineering.Deviations from this drawing shall not be made without consulting Reverence Engineering. In case of incongruities between drawings,specifications,and details included in r S --3 B (N)ALUM.TUBI 2x4x0.187! (E)FASCIA ROOF LINE \ — I fl --------- .- . .,--3-.-moi �j—_ [_b �'� ALT.v 1 cn 1— E —�� `i rJ ©T1P. H�. I O (_ �� �®] L ) -- — / 2I'-2° - EDPUMP STATION CANOPY PKOI T 3'-0°MAX.(T1P.U.N.O.) I 0 TO'. - I ' TYF. _ - - - - Co l ... 2 x 2 x 3/16°ANGLE (TYF.) 47'-4°±2° OPUMP STATION CANOPY SI' The designs,details and specifications contained in this drawing are confidential.The recipients of this drawing hereby acknowledge and agree that it is the sole property of Reverence Engineerini Reverence Engineering.Deviations from this drawing shall not be made without consulting Reverence Engineering. In case of incongruities between drawings,specifications,and details included in r . - 5 tf a (E)ROOF TUBE PER ELEV. 1 (E)WF BEAM TUBE PER ELEV. (BELOW CEILING) (E)WE BEAM ALUM.ANGLE CLIP 0. 4 x 4 x 0.250° ALUM.ANGLE CLIP (L=3') 4 x 4 x 0.250' illffil I (L=3°) .�m�im le "I ®4 i 1 . I . ,ll--i�•'n 3/8°0 HOG AL) ' m: ,,,,,,,,,1ORBS M.B. 3/8"0 HOG A307, (Tl'P.OF ALL) ORBS M.D. 2 3/8°0 HDG A307, I I (TYP.) IOR 55 M.B. 1 (TYP.) I/4°0 A3G THREADS w/ANGLE STRINGER TYPICAL SIDE VIEW TYPICAL REAR VIEW ANGLE (E)METAL ROOF F-- I TUBE PER ELEV. TUBE PER ELEV. I (E)WF BEAM II ALUM.ANGLE CLIP I x 4 4 x 0.250° 13/8°0 HOG A307, (L=3°) OR 55 M.B. 0il :. G: