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18D-026 (45) Computerized Vinyl Lettering le. ,. 15 Dewey Street & Graphics / �' Worcester, MA 01609 Family Owned and Operated Phone:(508) 756-7004 Since 1945 3{ Fax: (508) 756-7050 M Complete Sage 6 Light Crane Service O 'o 01 7 May 15, 2002 (y4, ,6c, l City of Northhampton 210 Main St. Northhampton, MA 01060 Attn: Building Department Re: Northhampton Ford 55 Damon Rd. - -- Dear Building Inspector, Enclosed please find a permit application and check #I5299 in the amount of $150.00 for five signs for the above address. We are replacing sign head only on the pylon using the same pole and base. We are also installing a new pole cover. Enclosed are the engineer's prints for the pylon. We are re-facing the"Service Entrance" sign, and replacing three small signs per plans, "Parts", "Service", and"Parts& Service"with arrows. See enclosed pictures of the locations where the signs are going, and plot plans. If everything is in order, please mail permit to: Serrato Signs 15 Dewey St. Worcester, MA 01609 Andrew Serrato Owner Plaect New Ford SignfromWad Pressure Worksheet Job xo. ssan3 vieues I,Wit 31.35 pd@skin pry CovMFI Dimensiti s8u12 30+4) 34 00. 1\ MODEL: F100P30 WL'Int 30.44 pg40E01 COOS: 10=10418 Mtube OMr Date: 6r16)00 we,wind 32.86 pC74011 STFaFr. 36 A 11n'2I 141 wd,wind 30.96 ps125-308 TMcknaaa don of tune anlr .wint 2670 ps12O25 ft CoverPlato1(NNII o-R W 429 w,will 28.44 ps115-20It Caw=Male Width f• 12 of tuns only: w9.wlnd 25.06 psi0-150 Tube Depth 114 10 Nola al Tube the ,: 214 Tube WidWFW 10. Sign B0x area(11.2): 100 Papa pM 300 TW Midway N} 0.115 --'-- �. Soil Bearing capacity psi;3obe _ Fc psi:2300 SECTION PROPERTIES: Taxi Cdumn.' Manan.of lnmaaa 63283 970094 S11'3): Tal Section 4n'4) %91 113A SIGN DIMENSIONS.ft Hetal ight CoI.HL Cel.lnc Length Depth Width oCacos@k 35 71 28 17.42 x2 0.712.M 4.53 - - - - 1 d a FOOliNG DIMENSIONS.It: FtgWldN FIgTOkk Ftglen Overt NW Pedt 6.50 4.00 1300 0.67 6.17 Wind Forces on Sign Sox.kips: Moment Ann NO • WI.sign box 3.115 32.07 Toy 3.135 Wind Forces on Column Cover,kips: MgMAArm(111 •8" d1/4- WanWumn40-50II 00.00 OW / , \ +^ Wcc apumn 30-40 It 00]0 000 Wdc column 25-30 f1 0.477 26.71 -/ K I__ Woo column 20-2511 0658 22.50 ^l vmcolumn s20f 0.640 130 p \' Wgc,column 0-15110-15111.13 7.50 Taal 3.597 It � 4 •% 111" W.Total Wind Force: 6.23 O89e Wind ManentS al Base From Sign Box.114 A �(aQls ry'.J Mt 8.19n box 197353 rFf lO is_it?? kph E Wind Moments at Base From Column Covet,NK Mac column 40500 OW] - M¢.column 304011 O.CW Mdc.column 2530 ft 12.228 M.o.column 2025 ft 15,036 014 column 15.200 11.197 M9calmm015R 13.596 Total 52.556 M,ToLd NSM Moment OHO 153.109 Torque at Rase From Wind,Rh: TI.Total Torque(tlh) 10.92 STRESS.kil: hr.wind moment 1620=12.WSx R onion: 192 y12'rt2r3 h,Wean 0,48=W/A m,prin.=stew,kal: 16.55 gM12=prd(lvaa)=24j11rvr2) Fa.allowable stress.ls: 31.60•133'O66•F1 fp a Fal O.K 6FCTANRIB AR SPRCAD ROOTING' P.verbal load.kips: 00.35 STro.75.NmotllrldNOdcyzyoo12.cwT 506 Mo.oveMm,fl ps: 184.53-YA+W(I.o) Mr.reISSve,Xiky; 42488•FM+Pa'p1Iror3rf0 0.ParS00604TO 40123152 WIA'2NW(15) F.S..factor of saki 22=Mtho F.8>1.5 ➢JL Ms.sot reaction.Oidps: 152.12 4Aoo.3-09r(tra6o.rp'(Iror3R �nmdly.ft 2.52 otrluP k.kern.ft VS = 217 Ak PS.sal pressure,kW 1.56=2Pf(34•(1/3.1l O,K Mu.ultimate,11idpsta 724•13'(0.O.151)1(61W2T22 ft.ultimate,pA: 1806 5000Mu(12tr2 10425'pt re.no reinforcing rbed V,allowable kptl: 4E96=B54Spl(FcX144 tyl0 0 Vu.ummala kips 2.12=13•IpSU]5)T1-0n QZ. Flexural Steel n 2m. 004' (l.5(d-4IMSORT(a Nd-4))-(532M'fd1000r2pss suN00) PiRPu1 AR FArgcnn- O,diamelgf = 4.00 4.embedment.ft= 1575 lc length.ft =15.42 Mot orenum,Whips: 26364=M=WLL Monist Roa=n OX, My.resistive,Xidre: 326.39=133=0636•0.082TPa'O'LN3/,O00 a:ft 10914er((W=Jlte.3y(SIWAe+4)) Mu,Max.man..O-14s. 20906•,r'WLe'((MWM.a2le1(4 MWNLe4r(s'2Ler3NSMM'Ae.2r(a2Ler4) As.area of steed ln•2: 3.39=31M(12k0.9'W'(1Y0'8'2)) < A.pcotlM,n=2: 532 OA Vrlcai Cars: use 8 58 Vortical Can Sump Slae: use y 4 04 Nes @ 18 Indies 0.0maximum h a 6—t °-.E1 C d m i , 1\ci 1 Job Name New Ford Sign Job Number 994775 Engineer mst Date 6/20/00 Sign Identification F100P30 Tube Width (in): 10 Tube Depth (in): 10 Tube Thickness (in): 0-375 Cover Plate Width (in): 12 Cover Plate Thickness(in): 0.625 M.O.I. Of Tube (in"4): 214 Weight of Tube (lbs/ft): 47.9 Modulus of WL Of Sign Area of Height to Midpoint of Elasticity(psi) Box(psf) Sign Box(ftA2) Sign Box(ft) 29000000 12 100 32.06 E Wsb Asb L Moment of Inertia of Wt.Of Total Total Section(inA4) Section(lbs/ft) 637.83 98.94 We Mass of Sign Box 3.11 m Mass of Column 8.21 nib 411 . I r - 2.189 O.K. Job Name New Ford Sign Job Number 994775 l Identitwlior F100P30 '110 mph=Standard Wind Velocity Engineer mst '150 mph=High Wind Velocity Date 6/16/00 Factors from ASCE 7-95 Vekxrty Pressure Topographic Importance Force Coefficient Factor Factor Coerdent Height to Midpoint Wind Velocity(mpt Table 6-3 Fig 6-2 Table 6-2 Table 6-8 of Sign Box.z(ft) V Kz Kzt Cf 32.06 110 0.99236 1.2 50 110 1.09 12 40 110 1.04 12 30 110 0.98 1.2 25 110 0.94 12 20 110 0.9 1.2 0-15 110 0.85 1.2 Width of Sign Box Height of Sign Box M N 17.42 7.29 From ASCE 7-95 Table C6-6 N 0.201 Eq.C6-6 ASCE 7A5 0.2 La 497.118 Eq.C6A ASCE 7A5 I 500 0 0.956 Eq.C6-7 ASCE TA5 e 0.2 gz/Kz 30.976 Eq.6-1 ASCE 7A5 Natural 2189 Rigid Structure Frequency(Hz) G 0.85 Section 6.6.1 ASCE 7A5 Exposure C `-..n E.- -�,?T _M Mean Heightlft) . 32.060 P=(gLKz)'Kz'G'Cf f -- '71-;-:?:- 40508 LE- " "`' 2530ft r-... 20-25ft- - .- 15-20ft 4 ..er, 0-1e ft FILENAME: ASDPLATE.XLS !� AXIAL LOADED COLUMN WITH A LARGE ECCENTRICITY IDENTITY: DATE: 6116100 New Ford Sign F100P30 ATI Load P (Gips): 401"r-- 75"h 01'-- 75b of Totand Moment about X-Axle Mx(ft-kips): 114.83 Total Column Depth d (Inch): 11.25 Compressive Strength of Concrete Pe (KM): 2.50 Yield Stress of Plate Steel Fy (ksi): 36.00 Nominal Diameter of Bolts db (inch): 1.75 Number of Bolts in Tension 4 ASTM Designation of Bolts (307,325,or 490): 307 Distance From Batt To Plate Edge g (inch): 3.00 Dist.from center of bon to plate center d (inch): 10.97 Sum of all a"2: 762.36 Total No.of Bolts In Base Plate,N S Plate Dim.in Y-Okection N(Inch): 22.00 Plate Dim.in X-Direction B (ken): 21.00 Pedestal Dimension in Y-Direction (ft): 3.33 Pedestal Dimension in X-Direction (ft): 6.17 V-Direction a Parallel to Face X-Direction•Perpendicular to Force Kern k (inch): 387 Eccentricity e (inch)): 343,47 Large Eccentricity YES Plate Area Al (sq.in.): Concrete Bearing Surface Area A2 (sq.in.): 2958.64 .35'Pc'SORT(A2/A1) Fp1 (kat): 2.21 .7'Pc Fp2 (ksi): 1.75 Allowable Bearing Stress Fp (kM): 1.75 Applied Concrete Bearing Stress fp (hi): 0.89 OK Nom of Botts in Tension As (sq.In.): 9.62 Plate Region In Compression A (Inch): 959 Summation Of Force In Anchor Botts T (kips): 85.21 Cantilever Dimension X (inch): 5.38 Plate Thickness tension side tp (ittph): 1.46 Plate Thickness compression side tp (Inch): 1.33 Plate Thickness tp (inch): 1.46 Development Length for A307 Anchor Bolts Minimum Embedment: 12 X diameter cinch): 21 GOVERNS Concrete Cone (inch): 16.47 Edge distance in`I-direction (inch): 11.98 O.K Edge distance in X-direction firth): 29.52 OK. NOTE: EDGE DISTANCE IN BOTH DIRECTIONS IS IDENTICAL Check of Combined Tension,Shear,and Torsion on Bolts: Allowable tension in ea.Bot, PS(kips). 48.11 =20ksfarea of A307 bolt Allowable shear in ea.Bot,Vs(kips): 24.05 'lOksrarea of A307 bolt Torsional force on ea.Bolt,Vt (kips)' 1.89 =(Pd)/(sum of all d^2) Shear force from wind,Vv(kips): 0.84 =W/N Total Tension in ea.Bolt,Pu(kips): 21.30 =T2 Total Shear in ea.Bolt Vu(laps$ 2.73=V1+W (Pu/Ps)'2+(Vuf1.33Vs)^2 0,20 BOLTS O.K • Feb 20 02 O3: 01y p. 2 `ea"`° No_..�W b .L�d�- �� . rt 3"j :Erecttile. ( ) IJ iil Plat r rest be Lie c r::tnc Building Inspector, epair..__ ( ') - MAY 1 o _T02 Repainting_. ( ) tcfcrc a perm:: tail! he granted, Remora( . ( ) (its ofcrrt tart,- � . er,Application for a Permit to Place or Maintain a Simon or other Advertising Device (Application to be filled out in ink or typewritten) ref PAGE PLOT Northampton, Mass, 19 To the Building Commissioner: Application for a permit to place or maintain a sign or ether advertising device, or marquee. i UUSENESS NAME f 1' pr'J A h'' 1-2''''t 1. LOCATION, STREET and No. S,c 0'1'ic^' 17J 2. Owner's name P'S c' -- -dV9'a*' 7-41cm.3J-- Owner's address JS°nM 124 — tc3 6 -- ar( - 7fde A. Maker's name �p (a. +,- L.--c Lag L, 5. Maker's address kris vi)is -rr,✓N 6 Erector's name .o-ch), 3ryNs 7 E'rector's address.. I S-Vs''' e7 SY — V ems. _ P1.4, SIGN KIND OF SIGN (Designate) 1. Sign will he (check one) illuminated non-illuminated.. 2. Will sign obstruct a fire escape,window or door? IVO Marquee 3. Lower edge will be ft ins. above the public way. Projecting... .._ 4. Upper edge will be ft. ins.above the public way. Roof _ .. .. S. Height.._.7__..ft • ins. Width .17 ft s,. ins. Temporary.................... Wall.. 6. Face area/0(' ft. X Ground . 7. Inner edge will e in. from the building er pole. 8 Outer edge will . from the building or pole. Other 9. Face of building or pole is 'n 0 i ins.back from the street line. 10. Sign will project insbeyondthe street line. II. Sign will extend ft ins. above the building or pole. 12. Of what material will sign be constructed? Frame_PY'�'°" -5 )7r L Face. //t)(' 13. Estimate cost 7;ddG / The undersigned certifies that the above statements are rue best of his knowledge and belief. (Signature of Owner or Agent) NOTE: In order that this application may be accepted, the data called for above must be set forth - --CLEARLY and FULLY. Feb 20 02 03: O1p P- 3 File No. ZONING PERMIT APPLICATION (§10 . 2) PLEASE TYPE(OR PRINT ALL INFORMATION 1. Name of Applicant g" /1-4/43; �,l/1-x' cOnyr#v j/drt9"'A u?f.'!J Pon Address: I lOew fq Si /16ma-[ 7'2 Telephone; S:J g�) �")ck; 2. Owner of Property. I r o`r C' 174941409S V3'Ou Address: 5-S )761 Telephone: 0[,9 0.3 w ,3h"l 3. Status of Applicant: Owner JC Contrail Purchaser Lessee Other(explain); _ 4. Job Location: 56 any—)u.� Parcel Id: Zoning Map Parcel# District(s): (TO BE FILLED IN BY THE BUILDING DEPARTMENT( 5. Existing Use of Structure/Property e or Pt evizr.s& : 6. Description of Proposed Use/Work/Project/Occupation: (Use additional sheets if necessary): nNL IT �J S+4/✓J— J 'fJ'3YZ 4,_.)9/fin S72-,n,C S))).ZE 7. Attached Plans: T Sketch Plan Site Pian >4 Engineered/Surveyed Plans Answers to the knowing 2 questions may be obtained by checking with the Building Dept of;Mantling Department Files, 8. Has a Special PermitNadance/Finding ever been issued for/on the site? NO_ DONT KNOW YES IF YES,date issued: IF YES: Was the permit recorded at the Registry of Deeds? NO DON'T KNOW YES IF YES: enter Book Page and/or Document ft g, Does the site contain a brook,body of water or wetlands? NO DON'T KNOW YES IF YES,has a permit been or need to be obtained from the Conservation Commission? Needs to be obtained _ Obtained ,dale issued' (FORM CONTINUES ON OTHER SIDE) Feb 20 02 03: 0Ip p. 4 10, Do any signs e>ist on the property? YES / NO IF YES,describe size,type and location: >C ^ / J 1?/3 e,t,,�- — Are there any proposed changes to or additions of signs intended for the property?YES 2L NO IF YES,describe size,type and Iocarion: C i+ "f t ?•� ,}1770 - (.`16t- 11. <16!11. ALL INFORMATION MUST BE COMPLETED, or PERMIT CAN BE DENIED DOE TO LACK OF INFORMATION. tai, was= Ca be tiii<d n by the Vtaltrq rkfuisna; Required Existing Proposed By ZoningI, Lot size Frontage I Setbacks - t . ..... i _- side L: R: L: ft - rear Building height Bldg Square footage � I %Open Space: (Lot area minus bldg Spayed parking) # of Parking Spaces .. # of Loading Docks Fill: (volume -6 location) 13 . Certification: I hereby certify that the infor atian contained herein is true and accurate to the best of my knowle gei DATE: I- IoC7 APPLICANT'S SIGNATURE NOTE: Issuance of a zoning permit doss not relieve an applicant's berden to oompty wRh ai zoning requtrafnenta and obtain aft required permits from the Board of Health. Coneervano Commission, Department of Pukka Works and other applioabie permit granting authorities. FILE f FO F-100 P-30 17-5" 7'-31/2' C�, :Oreire 358" 27'-0 3/4 54°Cladding /Plasti-Line, Inc. scale: Approved By: Dale: -imastp.Li 623 fastEmosy,Real. �e! /nee renes � �� see 37849 Ph 423-938-1571 Photo Card e v�� "� 2 �` ---__ NG c ET DST RT iiii: ---4- A• +N�. ;; ..'+.� v .'e' k ,J-�. usy -•„4`,`�+'£ `mo-'a,. r _� DST LFT Ck�`1V¢a/} -1\0 keL3 r 10 C� 4C / QJ S;�Nc�, h / /?JC NORTHAMPTON FORD INC. {/ Plasti-Line,Inc. - ,pynfow ,eA ELEVATION DRAWING NORTHAMPTON, MA 01060 FRD11424 CL/TOMER STREET CITY STATE SCALE OF THIS DRAWING: /c56. INSTRUCTIONS:The primary purpose of the elevation drawings is to determine the best size and location of dealer name signs. The ES E6 t7 approximate location of supporting signs mounted wall flat(WE) 5' 0" or wall projection(WP)should be shown- Draw in dealer name signs in approximate location. It is important that dimensions of rectangular areas above windows and doors requested In the following section be accurate: IS % 12' 0" L 1. FRONT ELEVATION A Draw the front elevation of the main building and include exact /1' 114' 0"-- k 26' 0" .I' 102' 0" dimensions. B. Sketch in windows and doors. C indicate the dimensions of unintanupted rectangular dimensions above windows and doors which can be used for dealer name sign and fascia signs. Indicate any abutments or protrusions which would interrupt the areas and dimension them. D. Provide the horizontal building dimensions.. N 2. LEFT SIDE ELEVATION 1T 0" A. Draw the left side elevation of the main building. B. Repeat steps B,C,AND D for the left side of the bulldng,as above. I 57, 0" !' 3. RIGHT SIDE ELEVATION A Draw the right side elevation of the main building. B. Repeat steps B, C,AND D for the right side of the building, as above. 4. COMMENTS: °afcribe general building wnawmoe.nd note material lo�lori on grieving.Le. rick. od.Ills.etc. f - - - - - - 7 17, 0" N • Er 30' 0" 1' 2C 0"42' SCALE 1" = 30' • Surveyor's Signature Date NORTHAMPTON FORD INC. - � Plasti-Line,lnc. ss- ,o,¢,,,bv .w PLOT PLAN ,„... "o NORTHAMPTON, MA 01060 - - - FRDI 1424 CUTOMER STREET CIN STATE Please Indicate the approximate scale used on drawings: 't. /Jt/ THE PLOT PLAN SHOULD SHOW THE FOLLOWING: 1 The location of all buildings found on the dealership property, i.e. used car office,service garage, body shop. (Label Each) 2. Main Building(s)on adjoining property. (It is important the these buildings — be plotted accurately In relation to the dealership bullding(s).) --- \ ' - 3. Any natural or man-made obstructions, i.e.trees.traffic lights,sewer I lines, etc. ' \ 4. Indicate sidewalks, parking lots, used car lots,parts,and/or service • — entrances and driveways. Include any signs on neighboring property which \ are are large enough to be considered.S. Designate streets which bound the property, and show directional flow of \ traffic,as ®Primary ❑Secondary ❑ Residential. I 143' 0° 8. The recommended location of the new signs. label and circle each sign at \ its recommended site according to corresponding sign number shown in � '•. 0Sectionof questionnaire;i.e. 1) OO ® © 0 I ® N s 7. The exterior dimension of all dealership buildings(corner radius& angle, etc.)and the eruct distance from[be lot Ilne to the curb. ® 0 \ _p v^( 8. Indicate north with an-arrow in box at upper right of form. I • 0. Indicate the location of the power source where electrical hook-up will q be made-as O I \ \ 9� 2t722 10.Show location of existing signs and number them in sequence to coincide �O with Section V of the questionaire- /\ O r 76' o" \aJl am- 114' 2, \ 0 11. Indicate by dotted line the dealer approved route for exterior electrical o conduit. I 26' • PLEASE PROVIDE THE FOLLOWING INFORMATION: ® ® ni 102' 38' 0"84 Distance- ® \ Dealership Speed • 1. Street Name to Street Umrt \ A Feet MPH r ® 0 64' O B. Feet MPH \ C. FeetMPH \ I \ D. Feet MPH .._.._.( ._. .. ._ ..—..—.._.._ ._.._.._..—.. 2. Dealership identifiable from distance of. Street Name 10' 0" ROW A. Feet:On Heading KING STREET B. Feat; O Headin • C. Feet: On Heading I D. Feet;O. Heading COMMENTS: SCALE 1" = 60' Surveyor's Signature - riti J DateS2,100 Dealer Name NORTHAMPTON FORD INC. 'IIIIIIIi . Address ..Ss .2241/114"1/4/ RD. QUESTIONNAIRE :" City, ST, Zip NORTHAMPTON, MA 01060 Dealer ID Number FRD11424 RECOMMENDED SIGNAGE LOCAL CODE VARIANCE LOCATION # DESCRIPTION INDIVIDUAL CONTACT FOR CODE REQUIREMENTS 1. WILL IT BE NECESSARY TO FILE A VARIANCE TO OBTAIN A PERMIT MOUNT NAME: BUILDING DEPARTMENT FOR RECOMMENDED SIGNS: NO Desc. QTY TYPE SIZE HGHT. TYPE ILLUM. PHONE NUMBER: 413-586-6950 2. WHICH SIGN WILL REQUIRE A VARIANCE: 1. Main Brand / .c /C0 P-3o LAW COUNTY FOR CODES: 2. Used Car WEB ADDRESS: 3. WHAT IS THE FILING FEE: 150.00 3.Truck • 4. Dealer Name Ltrs. 1. MAXIMUM FOOTAGE ALLOWED 4. HOW MANY DAYS PRIOR TO MEETING MUST APPLICATION BE FILED: 5. A. GROUND SIGNS 80 SQ. FT. 0-30 6. B. BUILDING SIGNS 4.,t410Aja AREA 5. APPROXIMATELY TIME TO OBTAIN RULING: 30 • 7. Secondary Part Ltrs. TOTAL ALL SIGNS _ 8 SE2wC6-+ / ...' 7-ZO OS 4.e0 6. DOCUMENTS REQURIED FOR A VARIANCE: 2.MAXIMUM/2%37273- i ,CS ,3—.¢ w/= NUMBER OF SIGNS ALLOWED A. CALCULATIONS ® E. FOUNDATION DRAWINGS 10. .5-ne -O to / N S 3-4 wF A. GROUND SIGNS 1 B. PHOTO OF SIGN ® F. SEALED ENGINEERING DRAWINGS❑ 11.7oL MaT ''c / GS 4-.44c Ki< Yc3 B. BUILDING SIGNS 1 C. PLOT PLANS 0 G. OTHER ❑ 12. C. TOTAL ALL SIGNS D. SIGN BOX DRAWIN 3.MAXIMUM ALLOWABLE OVERALL HEIGHT 15' 7. HOW OFTEN DOES COMMISSION MEET: 30 EXISTING SIGNS 18. IN YOUR OPINION, WILL VARIANCE BE ISSUED: ILLUMINATED MOUNTED DISPOSITION 4.GRADE CLEARANCE TO BOTTOM OF SIGN 10' DESCRIPTION EST. SIZE YES NO GRD. BLD. SIGN Remo 5.SET BACK REQUIREMENTS FOR SIGNS: GENERAL COMMENTS (sq. ft.) FIGHT. Keep ve A. PROPERTY LINE/RIGHT OF WAY TO El FORD 6X19 0 E2 SERVICE 3X7 ® U X B' E3 PARTS 1X3 E U X x B. SIDE PROPERTY LINE TO EDGE ON SIGN 15' E4 SERVICE 1X3 ® ❑ X X C. DISTANCE SET BACK FROM POWER LINES: E5 NAME LTRS. 24" 0 LI X X (VERTICAL& HORIZONTAL) 10' E6 DIRECTION. 2X8 U 0 X X D. DISTANCE SIGNS ARE ALLOWED TO Cc E7 NORTHAM. 2X6 U 0 x X OVERHAND PUBLIC PROPERTY /� i✓`� E8 U U E. ARE PROJECTING SIGNS ALLOWED YES 0 NO ❑ ,/G✓ E9 U U MAXIMUM PROJECTION X `Xf E10 LI U 6.DIRECTIONAL SIGNS ALLOWED YES Ell U U A. LOGOS ALLOWED YES 0 NO ® 7v E12 El B. MAXIMUM SQUARE FEET X / E13 U ❑ C. MAXIMUM HEIGHT X E15 ❑ U D. IS SQUARE FOOTAGE CONSIDERED PART OF THE E15 U U E16 U ❑ TOTAL SQUARE FOOTAGE ALLOWED YES ❑ NO E17 U U 7.WIND LOAD REQUIREMENTS 35MPH PSF E18 ❑ U 8. IS BOX EXCHANGE CONSIDERED E19 U U _ SAME AS FACE REPLACEMENT? YES ElNO E20 U U oz/o(Jo E21 E22Li❑ ❑U SURVEYOR'S SIGNATURE DATE Z E23 U U [4Plasfi-Line, Inc. E24 ❑ U wyecdautdm,J/Fem pa,11x17 new doc