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HomeMy WebLinkAbout18824 59th DR NE_983088_2026 i LYIT C ITY CC-T�QI �EE#M C. g CQ �T F2U PERT4 I.T l,,it7�- = EVERT-' �� 355 6600 W UTTEO+.41 Phone" �*�., 001- SERVICES Tax ID: FLIGHTLIN1 ,400.00 (� Owner: Work: STATION Value of NEW CONSTRUCSVER FUEL DISPENSING Describe Work NEW CANOPY proposed Use:tion: License# Legal DescriP NE I14 5KL 1BBE4 `i9TH DR Address BESTWR Job pdares5: Type Name p.0.BOX 1650 Contractor s G ,BEST WORTH ROMMEL INC. 1� F e e00 TOTALt Fe ,�iaf3. cJ TURE: �}IAT I H AVE READ e .,► gIGNA BY CERT IFY ICAT ON AND permit I HE THISB�P RUE AND pla fee $431.85 MINED - AND F StateAND NO i E pR0VISIION5 FLAW TYPE O TOTAL FEE—""' f153.73 RECT A L G VERNII TV WHETHER ORDI A LL BE COMP I NOT. pAYMENT5. . . . .. . ... 5278.1E W R C F ED,H T S TOTAL- DUE-- -, ' *'. . . L I 1 lG 1 1 RECEIPT OF� r DATE D �_ n -9 I .1 1 .,,, �� oO NOT REMOVE CARBONS Please Type or Print on This Form Form Approved OMB NO.2120-0001 Notice of Proposed Aeronautical Study Number US*derW Avian of TransportationConstruction or Alteration (y SL� /Up -ti raee,vl Aviation Administration . Nature of Pro osal 2. Complete Description of Structure Type B.Class C.work Schedule Pateis Please describe,on a separate sheet of paper if necessary, ®New Construction ®Permanent Beginning I qq the proposed construction or alteration. Alteration * Temporary(Duration months) End 5 9 , A. For proposals involving transmitting stations,include effective radiated power(ERP)and assigned frequency of r If Altera;'=,provide previous FAA Aeronautical Study Number,if available all proposed or modified transmitters on the structure.(If A. Name,address,and telephone number of individual,company corporation,etc.proposing the not known,give frequency band and maximum ERP). construction or alteration. (Number,Street,City,State,and zip Code) B. For proposals involving overhead wire,transmission lines, FLl&H T"L.I r iE SE2 V I C.ES etc.,include the size and the configuration of the wires and r� their supporting structures. 1 B�Z2lJ l l"ft Sfzr�F i - $� C.For all proposals,include site orientation,dimensions,and EV e2F_T7- , LU,4 98204 ( construction materials of the proposed or altered structure. 4z5 cn(ro 0( ,c�n�1 D.Optional—Describe the type of obstruction marking and ass- ) lighting system desired for your structure.The FAA will Area Code Telephone Number recommend appropriate marking and lighting for the B. Name,address and telephone number of proponent's representative,if different than 3A.above. structure in accordance with the standards of AdvisoryCircular AC 70/7460-1.An FAA marking and lighting BEST 1U01�]"µ - �LWt MEL t I recommendation will reflect the minimum acceptable level of conspicuity necessary to warn pilots of the presence of Iq%i$ 70-1-1 AuL an object.However,the FAA,under certain A I��;01.1 r wA 1822-3 a�j �)Yy1 COD>= circumstances,will not object to the use of a system(such as a medium intensity flashing white light system or a dual ( 3(0 b - 2 9 2-7 lighting system)other than the recommended standard. Area Code Telephone Number 1. Location Of Structure 5. Height and Elevation Ito nearest foot) �.Coordinates(toif lhundredths ni of seconds, B.Nearest City or Town C.Nearest public or military airport, A.Elevation of site above mean aCoortitude 0 aOd State heliport,flightpark,or seaplane base sea level. 1`4 S S 4$ 20 . A R 1 r1(�T>1,�, u;Q q R u (�Toi.L i323. to Ongitude 0 rr (1).Distance to 48 (1).Distance from structure to nearest B.Height of structure including all point of nearest runway appurtenances and lighting above 0 ,1 K 4 I 1 40 - UJ 'TO q., OF &,N u.'4q ground or water. 15 — D. Source of coordinate information I(v34 for item 4A.above. (2).Direction to•l8 (2).Direction from structure to airport C.Overall height above mean sea level USGS 7.5' Other (A+B) ❑Quad Chart ©Survey ❑Specify A0112'TH Og A-,gP I27 pe0PFeN I S3.lG xficate the reference datum of the coordinates,ff known. _4E.Describe,on a separate sheet of paper,the location of the site with respect to highways,streets,airports, ❑NAD 27 NAD 83 Other prominent terrain features,existing structures,etc.Attach a copy of a U.S.Geological Survey quadrangle map 7.5 ❑ ❑Specify minute series(or equivalent)showing the construction site.If available,attach a copy of a documented site survey with the surveyor's certification. FAILURE TO PROVIDE ALL REQUESTED INFORMATION MAY DELAY PROCESSING OF YOUR NOTICE once is required by Part 77 of the Federal Aviation Regulations(14 C.F.R.Part 77)pursuant to Section 1101 of the Federal Aviation Act of 1958,as amended(49 U.S.C.app.§1501).Persons who now ugly and willfully violate the Notice requirements of Part 77 are subject to a civil penalty of$1,000 per day until the notice is received,pursuant to Section 901(a)of the Federal Aviation Act of 958,as amended 149 U.S.C.app§1471(a))as well as the fine(criminal penalty)of not more than$500 for the first offense and not more than$2,000 for subsequent offenses,pursuant to Section 02(a)of the Federal Aviation Act of 1958,as amended(49 U.S.C.app§1472(a)). HEREBY CERTIFY that all of the above statements made by me are true,complete,and correct to the best of my knowledge.In addition, I igree to obstruction mark and/or light the structure in accordance with established marking&lighting standards as necessary. ate Typed or Printed Name and Title of Person Filing Notice signalure 4,9 . 9 8 1 .S I m COoI< - BES-iWo e.71+ -A1,10M El--, ,uC 1 4L_ 'OR FAA USE ONLY FAA will either return this form or issue a separate acknowledgement. he Proposal: Supplemental Notice of Construction,FAA Form 7460-2,is required any time the project is 1 f C 1116.0oC: D Does not require a notice to FAA. ❑At least:8 hoigs before the start of construction. C is not identified as an obstruction under any standard of FAR,Part 77, ❑Within five days after the construction reaches its greatest height Subpart C,and would not be a hazard to navigation. This determination expires on MAY 1 1 19gQ unless: El is identified as an obstruction under the standards of FAR Part 77, (a)extended,revised or terminated by the issusing office; Subpart C,but would not be a hazard to navigation. (b)the construction is subject to the licensing authority of the Federal Communications Commission(FCC)and an application for a construction permit is made to the FCC on or before the above expiration dl UMN ❑Should be obstruction❑marked❑lighted per FAA expires on the dale prescribed by the FCC for completion of construction,or on the date the FCC Advisory Circular 70/7460-1,Chapters NOTE Request for extension of the effective period of this determination must be postmarked or delivered to the issuing office at least 15 days prior to the expiration date. �-JQ ❑Obstruction marking and lighting are not necessary. If the structure is subject to the licensing authority of the FCC,a copy of this determination will be sent to that agency. to -,30 0 ernarks IAD 83 Coordinates 'use Uwefteo wh t e FAA) Latitude r Longitude 77 r, 01 dN �� Signature r Date, t/,, 1A Form 7460-1 (1-93) Do Not Remove Carbons iV J r-4 1' DEPARTMENT OF LABOR AND INDUSTRIES ,z,7 THIS CERTIFIES THAT THE PERSON NAMED HEREON IS REGISTERED AS PROVIDED BY LAW AS A r^Eg 'REGISTRAT10N'NUMBER :`, :.ELUt IP� ONOATE- _.-. �.�v�i. - .:21:-v'i'•.'nc 11._Y. I'S-�.: 1J�t' �•:._-T rr :: ,~ .:; f-z:{�:� STATE OF'WASHINGTON r• L• •.�5�1\?Z,C IY L/��5�{��. Y{T�..- �' Y!MY C�,e�'S 4}�fA � ��{L•. 1.51818 74TK' AVF� NE — :s 1L ING!CV WA %fie i F625-052-000 12-� r ;;aai�er�l;r o � o • W• G " q "T ' � Oh 1 Op • �� WAS RECEIVED MAY 13 1998 CITY OF ARLINGTON ,I ' �'A ACCOUNT NO. FILE CITY OF ARLINGTON WATE& SEWER DEPARTMENT APPLICA N Application is hereby made by the undersigned property owner for all water and sewer service required or used for any purpose at L-wL'y/ or near Arlington, Washington, for which I agree to pay in advance — C�� T and in accordance with existing ordinances and regulations of the City, the following estimated charges, the exact chargers will be determined and payable immediately upon completion of the installation: C� rnEngineering Fees. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . S Water Main Extension. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . S Fire Hydrant Installation . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . S I� Street Repairs. . . . . . . . . . . . . . . . . . . . . . . . . . $ Tap-In Charge. . . . . . . . . . . . lR . . . . . . . . . . . 5 Equalization Fee . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . 5 c� Water Service Connection Charge (Metering Charge) . . . . . . . . v,O • . . • S i" W o W o D_ v . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 5 � � F. a z Sewer Main Extension. . oc, U, < W W W a_ N W m Co ,L c� Sewer Main Reimbursement. . . . . . . . . . . . ����' ' ' ' #� cM (n Z 0 u_ w LL g 0 n ' 0 Side Sewer Permit(s). . . . . . . . . . . . . . . . . . . . . . . . . NOV 2 4 , _ 1998 g y o N 0 Sewer Service G--- .:....__ _�e . . . . . . . . . . . . . . . . . . . . W CITY OF ARLINGTON QQ mQ W z _J 0 Total. . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 5 I further agree that all rates and charges for water and sewer service to the above property shall be paid in accordance with existing ordinances and regulations of the City, or any such ordinances and regulations passed hereafter. I hereby authorize the following tenanl�! It A,. 1� w&lx ts for water to have n1I ncc o�n kept in his name under Account No. with the understanding that water ills mailed to said tenant shall not relieve the property from liability for water charges incurred. I understand that the City will use all reasonable effort to maintain uninterrupted service, but reserves the right to shut off the water at any time without notice for repairs, extensions, non-payment of rates or any other reason and assumes no liability for any damage as a result of interruption of service from any cause whatsoever. 0 r)ATF AM)USS � 4 � Project: Z�} U x 3C� '- o c ,J a P�1 Peyton-Tomita & Associates Client: f3E5T )arz H d'cow��•.ti Structural Engineers Job No. �fL SOO 2--16 -.� Date: 5 8 Eng: TP-5 ZS 80 MP!� cxP . L I8 L_Li SCi T- �21 � L7- ;J= _ ;t' 2 I T T MAR 0 :e C�,+;t. ,`'`•mot t � � I , 1 E-7-JI-7�49 I N 2S 2-'z. x L 134. . IA/Ea. f ' RECEIVED ;-I T,' 0S=AiR�_ NGTON 954 Town & Country Road Orange, CA 92868 Tel: (714) 245-4930 Fax: (714) 245-4933 �, �� :•, i � i � -�jib PEYTON-TOMITA & ASSOCIATES 02/26/98 DECK DESIGN 25.00 PSF LL PROJECT: ARLINGTON AIRPORT -22.60 PSF WL 24' X 36' TWO COLUMN CANOPY ROOF LOAD: 25.00 PSF LL 3.00 PSF DL 28.00 PSF DL+LL FASCIA LOAD: 15.00 PLF I DECK DESIGN: v 28.00 PSF Wd= 3.00 PSF j WI= 25.00 PSF `A A B Ww= -22.60 PSF I<-----X----> I<------------- L------—--->I P= 15.00 PLF L= 10.25 FT RAd= 45.08 PLF X= 3.00 FT RAI= 214.10 PLF RAw= -193.54 PLF Md(@ OH)= 58.50 FT-LBS/FT RBd= 9.67 PLF MI(@ OH)= 112.50 FT-LBS/FT RBI= 128.13 PLF Mw(@ OH) -101.70 FT-LBS/FT RBw= -105.90 PLF MOH(d+l)= 171.00 FT-LBS/FT OK RA(d+l)= 259.18 PLF MOH(d+w)= -43.20 FT-LBS/FT OK RA(d+w)= -148.46 PLF MSP(d+l)= 339.05 FT-LBS/FT OK RB(d+l)= 137.79 PLF MSP(d+w)= -236.25 FT-LBS/FT OK RB(d+w)= -96.23 PLF USE 20 GAUGE ASTM A653 GRADE 50 DECK +M=752 FT-LB/FT -M=534 FT-LBS/FT FY=50 KSI (+M DECK PAN IN TENSION, -M PAN IN COMP.) Z 954 TOWN & COUNTRY ROAD, ORANGE, CA 92668 (714)245-4930 .i1 � _ I PEYTON-TOMITA & ASSq IATES 02/2/98 DECK DESIGN 25.00 PSF LL PROJECT: ARLINGTON AIRPORT -22.60 PSF WL 24' X 36' TWO COLUMN CANOPY ROOF LOAD: 25.00 PSF LL 3.00 PSF DL 28.00 PSF DL+LL FASCIA LOAD: 15.00 PLF I DECK DESIGN:_ v 28.00 PSF Wd= 3.00 PSF WI= 25.00 PSF ``A ^ B Ww= -22.60 PSF I<-----X----> I<------------- L----------->I P= 15.00 PLF L= 7.75 FT RAd= 43.17 PLF X= 3.00 FT RAI= 186.39 PLF RAw= -168.49 PLF Md(@ OH)= 58.50 FT-LBS/FT RBd= 4.08 PLF MI(@ OH)= 112.50 FT-LBS/FT RBI= 96.88 PLF Mw(@ OH) -101.70 FT-LBS/FT RBw= -74.45 PLF MOH(d+l)= 171.00 FT-LBS/FT OK RA(d+l)= 229.56 PLF MOH(d+w)= -43.20 FT-LBS/FT OK RA(d+w)= -125.32 PLF MSP(d+l)= 181.99 FT-LBS/FT OK RB(d+l)= 100.95 PLF MSP(d+w)= -126.34 FT-LBS/FT OK RB(d+w)= -70.37 PLF USE 20 GAUGE ASTM A653 GRADE 50 DECK +M=752 FT-LB/FT -M=534 FT-LBS/FT FY=50 KSI (+M DECK PAN IN TENSION, -M PAN IN COMP.) 3 954 TOWN & COUNTRY ROAD, ORANGE, CA 92668 (714)245-4930 � R w I f PEYTON-TOMITA & ASS 9ATES DOUBLE OVERHANGING BEAM DESIGN PROJECT: ARLINGTON AIRPORT 24' X 36' TWO COLUMN CANOPY BEAM DESIGN:_ P1 P1 P2 1 v 281.18 PLF Wd= 67.08 PLF 1 WI= 214.10 PLF ^A ^B C q=1.0 Ww= -148.88 PLF l<----X 1----> j<------------- L-----------> j<----X2--->1 P 1 d= 128 LBS P11= 0 LBS P1w= 0 LBS P2d= 128 LBS P21= 0 LBS P2w= 0 LBS L= 31.00 FT X1= 2.50 FT X2= 2.50 FT MA(d)= 531 FT-LB RAd= 1336 LBS MA(I)= 669 FT-LB RAI(MAX)= 3875 LBS MA(w)= -465 FT-LB RAw= -2680 LBS --------------------------- --------------------------- --------------------------- --------------------------- MA(d+l)= 1200 FT-LB lu= 1.33 FT RA(d+l)= 5211 LBS MA(d+w)= 66 FT-LB lu= 2.50 FT RA(d+w)= -1344 LBS MB(d)= 531 FT-LB RBd= 1336 LBS MB(I)= 669 FT-LB RBI(MAX)= 3875 LBS MB(w)= -465 FT-LB RBw= -2680 LBS --------------------------- --------------------------- --------------------------- --------------------------- MB(d+l)= 1200 FT-LB lu= 1.33 FT RB(d+I)= 5211 LBS MB(d+w)= 66 FT-LB lu= 2.50 FT RB(d+w)= -1344 LBS MAB(d+l)= 33246 FT-LB lu= 10.33 FT MAB(d+w)= -9891 FT-LB lu= 1.33 FT SIGN CONVENTION: CANTILEVER; +M=COMPRESSION ON BOTTOM FLANGE SPAN; +M=COMPRESSION ON TOP FLANGE USE: W14X22 REF.AISC 9TH ED. 2-175 954 TOWN & COUNTRY ROAD, ORANGE, CA 92668 (714)245-4930 .� �< I PEYTON-TOMITA & ASS¢�IATES 02/ /98 DOUBLE OVERHANGING BEAM DESIGN PROJECT: ARLINGTON AIRPORT 24' X 36' TWO COLUMN CANOPY BEAM DESIGN_ P2 P1 P2 1 v 235.25 PLF Wd= 35.74 PLF WI= 199.51 PLF "r, ^B Cq=1.0 Ww= -138.73 PLF l<----X1----> 1<----------- L-----------> l<----X2--->1 P1 d= 120 LBS P11= 0 LBS P1w= 0 LBS P2d= 120 LBS P21= 0 LBS P2w= 0 LBS L= 31.00 FT X1= 2.50 FT X2= 2.50 FT MA(d)= 411 FT-LB RAd= 763 LBS MA(1)= 623 FT-LB RAI(MAX)= 3611 LBS MA(w)= -434 FT-LB RAw= -2497 LBS --------------------------- --------------------------- --------------------------- --------------------------- MA(d+l)= 1034 FT-LB lu= 1.33 FT RA(d+l)= 4374 LBS MA(d+w)= -23 FT-LB lu= 2.50 FT RA(d+w)= -1734 LBS MB(d)= 411 FT-LB RBd= 763 LBS MB(I)= 623 FT-LB RBI(MAX)= 3611 LBS MB(w)= -434 FT-LB RBw= -2497 LBS MB(d+l)= 1034 FT-LB lu= 1.33 FT RB(d+l)= 4374 LBS MB(d+w)= -23 FT-LB lu= 2.50 FT RB(d+w)= -1734 LBS MAB(d+l)= 27849 FT-LB lu= 10.33 FT MAB(d+w)= -12349 FT-LB lu= 1.33 FT SIGN CONVENTION: CANTILEVER; +M=COMPRESSION ON BOTTOM FLANGE SPAN; +M=COMPRESSION ON TOP FLANGE USE: W14X22 REF.AISC 9TH ED. 2-175 J 954 TOWN & COUNTRY ROAD, ORANGE, CA 92668 (714)245-4930 .-. ,-. I PEYTON-TOMITA & AS5,C�,IATES 02j/98 DOUBLE OVERHANGING BEAM DESIGN PROJECT: ARLINGTON AIRPORT 24' X 36' TWO COLUMN CANOPY BEAM DESIGN: P3 I P1 P2 1 v 251.56 PLF Wd= 65.17 PLF WI= 186.39 PLF ^A ^g C q=1.0 Ww= -12 9.61 PLF l<----X 1----> I<------------ L-----------> I<----X2--->1 P1d= 112 LBS P11= 0 LBS P1w= 0 LBS P2d= 112 LBS P21= 0 LBS P2w= 0 LBS L= 31.00 FT X1= 2.50 FT X2= 2.50 FT MA(d)= 483 FT-LB RAd= 1285 LBS MA(I)= 582 FT-LB RAI(MAX)= 3374 LBS MA(w)= -405 FT-LB RAw= -2333 LBS --------------------------- --------------------------- MA(d+l)= 1066 FT-LB lu= 1.33 FT RA(d+l)= 4659 LBS MA(d+w)= 78 FT-LB lu= 2.50 FT RA(d+w)= -1048 LBS MB(d)= 483 FT-LB RBd= 1285 LBS MB(I)= 582 FT-LB RBI(MAX)= 3374 LBS MB(w)= -405 FT-LB RBw= -2333 LBS MB(d+l)= 1066 FT-LB lu= 1.33 FT RB(d+l)= 4659 LBS MB(d+w)= 78 FT-LB lu= 2.50 FT RB(d+w)= -1048 LBS MAB(d+l)= 29736 FT-LB lu= 10.33 FT MAB(d+w)= -7819 FT-LB lu= 1.33 FT SIGN CONVENTION: CANTILEVER; +M=COMPRESSION ON BOTTOM FLANGE SPAN; +M=COMPRESSION ON TOP FLANGE USE: W14X22 REF.AISC 9TH ED. 2-175 6 954 TOWN & COUNTRY ROAD, ORANGE, CA 92668 (714)245-4930 �. :1►,. - - - - f n,PEYTON-TOMITA &ASSOgI FES 02126/9� CARRYING BEAM & COLUMN DESIGN PROJECT: ARLINGTON AIRPORT 24' X 36 T)VO COLUMN_ CANOPY 13,10 763 1285 LBS DL 3875 3611 3374 LBS LL -2680 -2497 -2333 LBS WL X1= 9 FT V X3 X4 V X2= 9 FT X1 X2 X3= 10.25 FT X4= 775 FT BEAM LTH 18 FT BEAM WT. 26 PLF BEAM DESIGN: DL+LL: M(LEFT)= 47955.02 FT-LBS Lu= 9 FT M(RT.)= 48450.02 FT-LBS Lu= 7.75 FT USE: W12X26 REF.AISC 9TH ED. 2-173 COLUMN LOADS P(DL)= 3852 LBS M(DL)= -495 FT-LBS P(LL)= 10860 LBS MAX M(LL)= 0 FT-LBS P(WL)= -7510 LBS M(WL)= 0 FT-LBS UNBALANCED SNOW LOAD WITH 100%-50% UNBALANCE 1/2 CANOPY LENGTH= 18 FT 1/2 CANOPY WIDTH= 12 FT 100% SNOW= 25 PSF 50% SNOW= 12.5 PSF P(USL)= 8100 LBS M(USL)= 16200 FT-LBS WIND LOAD= 24 PSF @ 80MPH, EXP.0 FASCIA HT.= 3 FT TRIB. FASCIA LGTH.= 36 FT. CENTER OF AREA= 16 FT COLUMN WIDTH= 10 IN. CLEAR HT.= 14.5 FT. M(WL)= 43741 FT-LBS SEISMIC LOAD= 1059 LB COLUMN HEIGHT= 16.42 FT M(EL)= 17391 FT-LBS 7 954 TOWN & COUNTRY ROAD, ORANGE, CA 92668 (714)245-4930 -�. .a - - - - - - I PEYTON-TOMITA&ASSOCI,j� 02/26/98 SQUARE TUBE WIND COLUMN DESIGN: P(DL)= 3.85 K fa(DL)= 0.40 KSI P(LL)= 10.86 K fa(LL)= 1.13 KSI P(VVL)= -7.51 K fa(VVL)= -0.78 KSI M(DL)= 0.50 FT-K fb(DL)= 0.20 KSI M(LL)= 16.20 FT-K fb(LL)= 6.46 KSI M(WL)= 43.74 FT-K fb(VVL)= 17.44 KSI M(EL)= 17.39 FT-K fb(EL)= 6.93 KSI USE: TS10X10X114 A= 9.59 SQ.IN, 1= 151.00 IN.A4 WL DEF.= 1.55 OK S= 30.10 CU.IN. ALL.DEF.= 2.00 IN r= 3.96 IN. b= 10.00 IN. t= 0.25 IN. Fy= 46.00 KSI K= 2.00 L= 16.42 FT KL/r= 99.52 OK Cc= 111.55 Fa= 14.48 wft= 36.00 SLENDER be>b OK Fb= 27.60 KSI DL+SL: fa/Fa= 0.11 F'ex= 15.08 KSI fb/Fb= 0.24 fa/Fa+fb/Fb= 0.35 OK DL+SL/2+WL: fa/1.33Fa= 0.01 1.33F'ex= 20.11 KSI fb/1.33Fb= 0.57 fa/Fa+fb/Fb= 0.58 OK FOUNDATION: (RESTRAINED AT GRADE) dA2=(4.25'M)/(S3"b) q(DL+SL)= 1.20 KSF .75'M(MAX)= 39252.00 FT-LBS q(A)= 2.00 KSF S3= 200.00 PCF X d (1 KSF+20%`(d-1)) b= 3.50 FT OR q(DL+SL)= 1.53 KSF d= 5.52 FT q(A)= 2.10 KSF OR 6.20 FT (1 KSF+20%'(d-1)) USE: 3.50 FT. SQ.X 6.00 FT. DEEP FOOTING OR USE: 3.50 FT. DIA. X 6.50 FT. DEEP FOOTING As=12'M/Od+24000)= 0.59 SQ.IN. OR 0.69 SQ.IN. USE: 3 #4'S EA.FACE W/#3 TIES @12"O.C. @ SQ USE: 8 #5'S W/#3 TIES @12"O.C. @ RD g 954 TOWN & COUNTRY ROAD, ORANGE, CA 92668 (714)245-4930 4� � 1 PEYTON-TOMITA & ASS-�IATES 02,-L26/98 BASE CONNECTION: MOMENT= 52.34 FT-K COL. WDTH.= 10.00 IN. A.B. SPCNG. 14.00 IN. C-C BASE PL. TH 1.25 IN. WELD SIZE= 1/4 FILLET A.B. TEN.= 23.70 K SEE NEXT SHEET FOR CAP. PL. MOMENT 94.80 IN-K PL. STRESS= 26.00 KSI ALLOW. Fb= 36.00 KSI OK S(WELD)= 133.33 IN.^2 fb(WELD)= 4.71 KLl Fb(WELD)= 4.80 KLI OK PURLIN CONNECTION: P(MAX)= 5.21 K USE: 4-5/8 DIA. A307 BOLTS 1N TENSION STIFFEN BOTH BEAMS WITH 1/4" FULL HT. STIFF. WELDS: W14X22 WEB: 3/16 FILLET 2" @6" O.C., B.S. FLG.: 3/16 FILLET B.S. W12X26 WEB: 3116 FILLET 2" @6" O.C., B.S. FLG.: 3/16 FILLET B.S. CAPACITY= 24.40 K 954 TOWN & COUNTRY ROAD, ORANGE, CA 92668 (714)245-4930 PEYTON-TOMITA & ASSnCIATES 02J-J/98 ANCHOR BOLT DESIGN PER 1994 UBC, SEC. 1925 WORKING STRESS LOADS: P(DL)= 0.22 k P(LL)= 7.34 k P(WL)= 19.81 k P(EL)= 7.88 k ULTIMATE LOADS: U=1.4D+1.7L= 12.78 k U=0.75(1.4D+1.7L+1.7W)= 34.84 k U=0.9D+1.3W= 25.95 k U=0.75(1.4D+1.7L+1.7(1.1 E))= 20.63 k U=0.9D+1.3(1.1 E)= 11.46 k MAXIMUM LOAD= 34.84 k ANCHOR SIZE= 1-1/4in. Ab= 1.2270 sq.in. Ps=0.9 x Ab x 60000= 66258.00 lbs. BASED ON TWO BOLTS IN TENSION: SPACING= 14.00 in. Le= 20.00 in. A= 2.00 in. 21.00 TOTAL AREA= 1973.44 sq.in. EDGE DISTANCE A= 11.10 in. EDGE DISTANCE B= 11.10 in. REDUCTION A= 387.84 sq.in. REDUCTION B= 400.48 sq.in. At= 31.14 sq.in. As= 1631.97 sq.in. LAMDA= 1.00 fc= 2500.00 psi oPc= 76278.8lbs. 1/2*OPc= 38139.4 lbs. (1/2 STRESS THERFORE NO SPECIAL INSPECTION) CONCLUSION: ULTIMATE BOLT LOAD= 34.84 K STEEL ULTIMATE CAPACITY= 66.26 K CONCRETE ULTIMATE CAPACITY 38.14 K @ 1/2 STRESS SELECTED BOLT IS OK /0 954 TOWN & COUNTRY ROAD, ORANGE, CA 92668 (714)245-4930 PEYTON ENGINEERING- -- ----- - ---- —PROJECT: -- _. 14752.BEACH.BLVD.; - LA M I RADA, CA 90638 DATE: 714 670-6614' FAX 714 670-0931-...----. _ .... Tyr.IL M Js I - I 3 14 �/,30-7 1300- '51 4-0 ✓�C E� I 7 / 1 t � I 4 1 ! FL 1 ij 1-4 54 I PEYTON-TOMITA & ASSOCIATES PROJECT: CANOPY 954 TOWN & COUNTRY DRIVE JOB NO. STANDARD ORANGE, CA 92668 DATE: 26-Feb-98 (714)245-4930 LAST RIB CHECK: FASCIA WT.= 15.00 PLF LIVE LOAD= 25.00 PSF RIB LOAD= 33.67 PLF SPAN= 10.25 FT MOMENT= 442.14 FT-LBS RIB CAP.= 324.34 FT-LBS REIN. REQ'D. REIN. CAP.= 527.40 FT-LBS L2.5X2X3/16 LLV TOTAL CAP.= 851.74 FT-LBS OK FLG STAY CHECK: STRAP CAP.= 2.97 K TENSION SCREW CAP. 2.10 K SHEAR ULTIMATE IN 16 GA MOMENT= 33.25 FT-K DEPTH= 14.00 IN. FLG. FORCE= 28.50 K 2%*FLG. F= 0.57 K STRAP T= 0.81 K STRAP O_K F.S. SCREW= 5.21 OK lz I I - - - - - - - - - - - - - - - - - - - - I I :r :� DO NOT REMOVE CARBONS Please Type or Print on This Form Form Approved OMB NO.2120-0001 12 Notice of Proposed Aeronautical Study Number US.Department Lion ironsponattin Construction or Alteration federal Aviation Adminurrotarr . Nature of Pro osa1 2. Complete Description of Structure Type B.Class C.Work Schedule 9atels Please describe,on a separate sheet of paper if necessary, ®New Construction ®Permanent Beginning V1 I 199 the proposed construction or alteration. ❑Alteration * (p S 9 . A. For proposals involving transmitting stations,include ❑Temporary(Duration months) End effective radiated power(ERP)and assigned frequency of If Altera;lon,provide previous FAA Aeronautical Study Number,if available: all proposed or modified transmitters on the structure.(If A. Name,address,and telephone number of individual,company corporation,etc.proposing the not known,give frequency band and maximum ERP). construction or alteration. (Number,Street,City,State,and Zip Code) B. For proposals involving overhead wire,transmission lines, FLI GHTI-I fJE SE2V'xE5 etc.,include the size and the configuration of the wires and 5(�1 # B their supporting structures. 3220 I C Th( SRT�F-i C. For all proposals,include site orientation,dimensions,and (=UfERF_TT, LUQ 9820114 �� t construction materials of the proposed or altered structure. AT11`I -�IlM W I���'� �'� D.Optional—Describe the type of obstruction marking and ( 425 ) 3S�'_ ��O O lighting system desired for your structure.The FAA will Area Code Telephone Number recommend appropriate marking and lighting for the B. Name,address and telephone number of proponent's representative,if different than 3A.above. structure in accordance with the standards of Advisory Circular AC 70/7460-1.An FAA marking and lighting ges,LuCaTIA - P-LWrntct_t I AlC , recommendation will reflect the minimum acceptable level of conspicuity necessary to warn pilots of the presence of 199 1$ 7+41*1 AUc an object.However,the FAA,under certain A Q�-1 lit C�i O1.f WA °I82 2-3 A J I ri^ Coy circumstances,will not object to the use of a system(such as a medium intensity flashing white light system or a dual ( 3 fa 0 ) L�35 - 2 q 2`7 lighting system)other than the recommended standard. Area Code Telephone Number Location Of Structure 5. Height and Elevation (to nearest foot( Coordinates I to hundredths of seconds, B.Nearest City or Town C.Nearest public or military airport, A.Elevation of site above mean it known( e 0 � n aqd State heliport,flightpark,or seaplane base sea level. atitud `l f 2 0 7 A RL_11,1 G,X) u%A A R f_»(9-rc, L i 3�3.1n ongitude 0 r rr (1).Distance to 4B (1).Distance from structure to nearest B.Height of structure including all point of nearest runway appurtenances and lighting above t 9 4 1 1 40 W s m 1 (01(7 r TO q CIF 2vN w4q ground or water. Is-0 D. Source of coordinate information ItD34- for item 4A.above. (2).Direction to 4B (2).Direction from structure to airport C.Overall height above mean sea level USGS 7.5' Other (A+B) Cluad Chart ©Survey ❑Specify AC NTH CA AL.42tx`121 PCCPF-eT� I 53.lG dicate the reference datum of the coordinates,if known. 4E.Describe,on a separate sheet of paper,the location of the site with respect to highways,streets,airports, NAD 27 ❑NAD 83 ❑Other S eci Prominent terrain features,existing structures,etc.Attach a copy of a U.S.Geological Survey quadrangle map 7.5 P ty minute series(or equivalent)showing the construction site.If available,attach a copy of a documented site survey with the surveyor's certification. FAILURE TO PROVIDE ALL REQUESTED INFORMATION MAY DELAY PROCESSING OF YOUR NOTICE otice is required by Part 77 of the Federal Aviation Regulations(14 C.F.R.Part 77)pursuant to Section 1101 of the Federal Aviation Act of 1958,as amended(49 U.S.C.app.§1501).Persons who iowingly and willfully violate the Notice requirements of Part 77 are subject to a civil penalty of$1,000 per day until the notice is received,pursuant to Section 901(a)of the Federal Aviation Act of 958,as amended(49 U.S.C.app§1471(a))as well as the fine(criminal penalty)of not more than$500 for the first offense and not more than$2,000 for subsequent offenses,pursuant to Section 02(a)of the Federal Aviation Act of 1958,as amended(49 U.S.C.app§1472(a)). HEREBY CERTIFY that all of the above statements made by me are true,complete,and correct to the best of my knowledge. In addition,I gree to obstruction mark and/or light the structure in accordance with established marking&lighting standards as necessary. ate Typed or Printed Name and Title of Person Filing Notice Signature 4,9, 9 9 Jt m Coov- - 6E.S-iwo12.71+ -ooM Met_, ►ti1C _ C _ OR FAA USE ONLY FAA Willi return t is loan or issue a separate acknowledgement. Ile PrOPOSSi: Supplemental Notice of Construction,FAA Form 7460-2,is required any lime the p Gfan WrE D ❑Does not require a notice to FAA ❑At least 48 hours before the start of construction. /� �� nd T 3 s not,deMfled as an obstruction under any standard of FAR,Part T7, ❑Within five days after the construction reaches its greatest height MAY 1 3 egg$ Subpart C,a would not be a hazard to navigation. This determination expires on unless: ❑is identified as an obstruction under the standards of FAR Part 77, (a)extended,revised or terminated by the issusing office; Subpart C,but would not be a hazard to navigation. (b)the construction is subject to the licensing authority of the Federal Com' lix%6tt(5 t .AMAIt,pplication for a construction permit is made to the FCC on or before the'above expire n dal .l srJfcllff t x lion ❑Should be obstruction❑marked❑lighted per FAA expires on the date prescribed by the FCC for completion of construction,or on the date the FCC denies the application. Advisory Circular 70/7460-1,Chapters at Request for extension of the effective period of this determination must be postmarked or delivered to the issuing office at least 15 days prior to the expiration dale. ❑Obstruction marks ig and lighting are not necessary. 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