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Permit 1420 Mayport (vault) CITY OF ATLANTIC BEACH APPLICATION FOR PLUMING PERMIT JOB LOCATION: / C/ 7� J2 / OWNER OF PROPERTY: 1 TELEPHONE NO. PLUMBING CONTRACTOR 6 -e P1), , C'h Inc_ CONTRACTOR S ADDRESS : ( 6D1 1 a2 �j t: STATE LICENSE NUMBER: C' ceo 37j% TELEPHONE: p7 / 579/ HOW MANY OF THE FOLLOWING FIXTURES RE —PIPED OR NEW SINKS SHOWERS / LAVATORY WATER HEATERS BATH TUBS DISHWASHERS URINALS DISPOSALS 7 CLOSETS WASHING MACHINE FLOOR DRAINS SHOWER PANS SEWER WATER RE —PIPE (LIST FIXTURES BEING REPIPED) OTHER 154--06 L) CJ TOTAL FIXTURES: x $3.50 + $15.00 5t) MINIMUM PERMIT FEE — $25.00 SIGNATURE OF OWNER: SIGNATURE OF CONTRACTOR: ;A INSTALLATION OF PLUMBING AND FIXTURES MUST BE IN ACCORDANCE WITH THE MOST RECENT EDITION OF THE SOUTHERN STANDARD PLUMBING CODE. CALL A DAY AHEAD TO SCHEDULE INSPECTIONS — (904) 247 -5826 CI I Y VF AI LAN I It: btAt,,l DEPARTMENT OF BUILDING 800 SEMINOLE ROAD — ATLANTIC BEACH, FL 32233 — TEL: 247 -5826 - FAX: 247-5877 / � �" f `�'� ':'' , ,:..gin., te:. � ^ ';` ' +u 5� ff 4 Nd , 1 •7 -1a:a.& ".a,:., nnim.k, a '.± t d ` 5 �4'`e , " j S a o ^�r w,c -ta , :� -.- + ,,�" „ ..fin Permit Number: 20398 Address: 1420 MAYPORT ROAD Permit Type: COMMERCIAL ATLANTIC BEACH, FLORIDA 32233 Class of Work: ADDITION Township: 0 Range: 0 Book: Proposed Use: COMMERCIAL Lot(s): Block: Section: 0 Square Feet: Subdivision: Est. Value: Parcel Number: Improv. Cost: Date Issued: 7/24/2000 Name :., VENUS Total Fees: 637.50 Address: 1420 MAYPORT ROAD Amount Paid: 637.50 ATLANTIC BEACH, FLORIDA 32233 Date Paid: 7/24/2000 Phone: (000)000 -0000 Work Desc: RENOVATE /ADD RESTROOMS PER PLANS yn- +,1s.L.�. . PE ,.,a,. , .4�„*�t':'s,.x_1i'`�: � `�. RUSSELL CONSTRUCTION 202.50 WATER IMPACT FEE 400.00 CROSS CONNECTION 35.00 "�'w' ^� "P$° �<' ° �_ � ..... d ° C", � ' y "4 `" r. ''REF '� "t�&' � ' * :,44 NOTICE - INSPECTIONS MUST BE REQUESTED AT LEAST 24 HOURS PRIOR TO INSPECTION BUILDING MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE, AND MUST BE CLEARED. UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS" ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. A TIC BEACH BU DING D Operator: JLANIER Data: 7/24/08 01 Recript: 00758di Total Payment $637.50 I CITY OF ATLANTIC BEACH --- ------ ------- ______ ___ __ DEPARTMENT OF BUILDING 800 Seminole Road - Atlantic Beach, FL 32233 - Tel: 247-5826 - Fax: 247-5877 PERMIT INFORMAT-10-N ELECTRICAL PERMIT i LOCATION INFORMATION , Permit Number: 204 ___ _ ! Address: 1420 MAYPORT ROAD 1 Permit Type: ELECTRICAL 1 ATLANTIC BEACH, FLORIDA 32233 Class of Work: REMODEL 1 I Township: 0 Range: 0 Book: Proposed Use: COMMERCIAL 1 Lot(s): Block: Section: 0 Square Feet: Subdivision: Est. Value: Parcel Number: Improv. Cost: 8/17/2000 L_____ -- - — OWNER INFORMATION i Date Issued: -- Na rrie: VENUS Total Fees: 27.50 Address: 1420 MAYPORT ROAD Amount Paid: 27.50 ATLANTIC BEACH, FLORIDA 32233 Date Paid: 8/17/2000 Phone: (000)000-0000 i_ Work Desc: WIRE FOR REMODELING _ _ _ CONTRACTOR _ ( - APPLICATION FEES MCCLURE ELECTRIC SERVICE PERMIT 27.50 Inspections Required ROUGH ELECTRIC 1 ,TINAL ELECTRIC - I f i_ _ _ NOTICE - INSPECTIONS MUST BE REQUESTED AT LEAST 24 HOURS PRIOR TO INSPECTION BUILDING MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE, AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS" ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. 1 - - 1 , 1 $27.50 14 : _ _C_____C A NTIC BEAC BUILD DEPT. ___ _ Cl ii Ce e : 0 S e :32 / 0: 5 l Receipt 0E81522 11108 , CITY OF ATLANTIC BEACH j '` DEPARTMENT OF BUILDING 800 Seminole Road - Atlantic Beach, FL 32233 - Tel: 247 -5826 - Fax: 247 -5877 ELECTRICAL PERMIT PERMIT INFORMATION LOCATION INFORMATION Permit Number: 21802 Address: 1420 MAYPORT ROAD Permit Type: ELECTRICAL ATLANTIC BEACH, FLORIDA 32233 Class of Work: REPAIR Township: 0 Range: 0 Book: Proposed Use: Lot(s): 1 &2 Block: 5 Section: 0 Square Feet: Subdivision: SECTION H Est. Value: _ Parcel Number: Improv. Cost: OWNER INFORMATION Date Issued: 4/20/2001 Name: ATLANTIC TIRE & SERVICE Total Fees: 25.00 Address: 1420 MAYPORT ROAD Amount Paid: 25.00 ATLANTIC BEACH, FLORIDA 32233 Date Paid: 4/20/2001 Phone: (904)246 -6341 Work Desc: CORRECT ELECTRICAL " VIOLATIONS Y ._ CONTRACTOR S - , f 4 * ''' . , ,LIBATION FEES MCCLURE ELECTRIC SERVICE - ' - RNIIT 25.00 h �' Pn ��y vh 3 Zvi ] � M ki •P „I, � aka . � } _ ��i . � x.,,. - ` � FINAL 1 ; I t a NOTICE - INSPECTIONS ST BE REQUESTED AT LEAST 24 HOURS PRIOR TOJ'NSPECTION BUILDING MATERIAL, RUBBISH ANDOEBRIS FROM THIS WORK MUST NOT,DErPLACED INPUBLIC SPACE, AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR QR OWNER F: "FAILURE TO COMPLY WITH CC IVSTT ' ' t ."C NkLa IVN R ULT IN THE PROPERTY OWNER PAYING TWICgFOR UI..DIN�C� IMPROVIN.TS" ISSUED ACCORDING TO APPROVED P LAN S 'W4„ilQL ' AR " :Tf t 'S vERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW: " — I I — $25.00 14 ATLANTIC,BEACH BUILDING DEPT. Date: 4!20/01 51 SieLei9t: 055157 0/010000 2t12105 CITY OF ATLANTIC BEACH, FLORIDA i Approved by 1 APPLICATION FOR ELECTRICAL PERMIT TO THE CHIEF ELECTRICAL INSPECTOR: DATE: + 1/11- 2U IMPORTANT NOTICE: IN CONSIDERATION OF PERMIT GIVEN FOR DOING THE WORK AS DESCRIBED IN THE FOLLOWING. WE HEREBY AGREE TO PERFORM SAID WORK IN ACCORDANCE WITH THE ATTACHED PLANS AND SPECIFICATIONS, WHICH ARE A PART HEREOF, AND IN ACCORDANCE WITH THE ELECTRICAL REGULATIONS, CODES AND CITY OF ATLANTIC BEACH ORDINANCES. (�.. v,_ � E .cct_ t C ELECTRICAL FIRM: R ELECTRICIAN SIGNATU A --(4-1.....4(c.. ( q � ,�Y� JOURNEYMAN � K- — ADDRESS: 1 ` �-0 ' ` 6- "t ��'`T KV RFD BOX BLDG. SIZE BETWEEN: RES. ( ) APT. ( ) COMM. ( ) PUBLIC ( ) INDUS. ( 1 NEW ( 1 OLD ( ) REW. ( ) ADDITION ( ) TRAILER ( ) TEMP. ( ) SIGNS ( ) SQ. FT. SERVICE: NEW ( ) INCREASE ( ) REPAIR ( ) FEE CONDUCTOR SIZE AMPS COPPER ( 1 ALUM. ( ) SWITCH OR BREAKER AMPS PH W VOLT RACEWAY EXIST. SERV. SIZE 4''00 AMPS S PH tW } 4�, VOLT 2 r z t RACEWAY FEEDERS NO. SIZE NO. SIZE NO. SIZE LIGHTING OUTLETS CONCEALED OPEN TOTAL RECEPTACLES CONCEALED OPEN TOTAL 0 •30 AMPS. 31•100 AMPS. SWITCHES INCANDESCENT FLUORESCENT & M. V. FIXED 0.100 AMPS. OVER APPLIANCES BELL TRANSF. AIR M.P. RATING H.P. RATING CONDITIONING COMP. MOTOR OTHER MOTORS AMPS CEIL HEAT: KW -HEAT 0-I MOTORS H.P. I VOLTAGE PHS NO. 1H.P. VOLTAGE PHS MISCELLANEOUS t . N. d rA S TRANSFORMERS: UNDER 600 V. OVER 600 V. NO. KVA • NO. KVA NO. NEON TRANSF. NO. VA. MA. MOTOR SIZE SWITCH FLASHE EACH SIGN FORWARDED $ TOTAL FEES k 5701 i - x DEPARTMENT OF BUILDING CITY OF ATLANTIC BEACH "' ... .'.._,. PERMIT INP©RNATZON ______ - - LOCATION INFQRNA 1 - p erm i t T ype , : Ex (jiff Pe�rmit Ner ib r: 57Q1' Addreas s 1420 I'IAYPORT R CIAU TION -- ATLA$TIC BEACH,' FLORIDA 32233 C O8 bI Work NE W` ° -- ... . Car�rstx^: T LEGAL 1 E tCRIPT / ON = - YP ea STEEL Lot: , - Prop*aed ilie: U "0: U :..SERVICE STATION Black E NDtic�n I. Daeng Code: 0 ion: hip R1IFGs t? Fubdivi� z icm Estimated Value: S0.00 apray. . Coat $ *0. ISO ° T+ tal Pe+ee t` *21. 00 ' A aunt ', ,; Al l (J 1 DA ` . ' 7/23192 Wcak I3e ' ¢ �rr4 12' NEON SIGN PER PLAN I . ::'71 ATION ^`* : s C - . - - APP ICATION FEE N - - ° AND SERik E) /C' R. fi e � . X4 4 PERMIT _.._r, Ad . m M. ` T ROAD I.cC { � � W,AT� IMPACT FEE �r0. CEO T CH, FLCII;`I1? 233- .J , F S `'` II4PA FEE ` a Q gyp' Pax 5 � r � r t � ,, + S art - ",J. '- `' s t'' .S £ o ' " " E 3 §s ai r .. �' w RAD 0 S-H.R. E. 0 -- ...:.._.. ' '�° " gd tFOR AT 0 t. - - - - - -- RADON -GAS - 5 *0.00 Name ' G ; aCTIQN ESE CO. , _NC WATER �' TAP *0. flC 0 SEWER DTAP.. _. _. *0. /`ACC j ILL ,. FLORIDA '-'7;:e.'.,,-, � HYDRAULIC SHARE *0.00 Licari,* : � Type: 0 RE- IN SPECT FE 00 SEC. H IMPACT FEE .,,,,,AP. *c$. �ma �' NOTES 3 y3/ ,3 N OTICE — ALL CONCRETE, FORMS AND FOOTINGS MUST BE INSPECTED BEFORE POURING PERMIT VOID SIX MONTHS AFTER DATE OF ISS } BUILDING MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE, AND MUST BE CLEARED UP AND HAULEO AWAY BY iTHER CONTRACTOR OR OWNER i "FAILURE TO. C MPL. , ITH THE MECHANICS' LIEN LAW CAN RESULT I N THE PROPERTY OWNS PAYING TWICE F OR BUILDIING�tMPRO VEMENTS, »1 ISSUED ACCOROJNG " TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT ANC) SU RE ' ,. a VT OR APPLICABLE PRr�VtSl ©NS OF LAW. � � R R: 06093011. 00 a A TL A NTIC ACH BUILDING DEPARTMENT ^ i . .n, .�� "�, A-A 19 CITY OF ATLANTIC BEACH APPLICATION FOR SIGN PERMIT 1411 NAME: Le, C1 S w w ADDRESS: O °205 "V%) / PHONE: 7'' , 01) TYPE OF SIGN: (bU j; SIZE: a 1 ' � 1., °L) PROPOSED LOCATION: /V / 2 24 ja ('T j, WILL THE SIGN REQUIRE AN ELECTRICAL PERMIT? ELECTRICAL CONTRACTOR: Signs over fifty (50) feet in area, and /or any sign which is more than seventeen (17) feet above the ground, or any sign weighing more than one thousand (1,000) poun s, must be submitted with drawings 'from a registered ngineer. Signs with a solid area greater than thirty (3 ) square feet must be erected to withstand a wind pressure of at least thirty -five (35) pounds per square foot. Drawings must also show that weight of sign will be supp rted by the roof or ground support on which it will be er cted. This application must be submitted along with the following: 1. A plot plan of th land, showing the positicn of the sign in re ation to buildings or struc ures. 2. A blueprint or ink drawing showing the plans and specif- ications, and the construction and /or attachm =nt to the building or in th- ground. 3. Other information as m:, be required under Se.. 17 -2(b), Code or Ordinance-,, Ci , of Atl:'tic Beach. APPLICANT SIGNATURE:11, r Date: OWNER SIGNATURE: Date:I 1 i i I 1 , 9Z ,. o....9Z 1 z / 'NJ . _ , : z .iN ki■ — c‘-s ..... o p .._ -',• . ...- . ' .'.) . ,N) li -... P------ \\\\ Q.15 A t7 f I r6 , cAli 4 , i V ) \A\ - 44 c'll'''ttiLi' 2 192 - rt .. .._ , ., 1.)'Ju;1. and ir,..7:i:17 <., k i• , I V 6 3 , all A TLA WTI '2 TiR E to i _ s l - G 8 ,/, " i /7 , 1 14= 1,7 yp , cn i,.. , , ; , ir . . , 4- ' 1 : 1 z.3 vsis - Di 1 1661- f-c)(1'n ,... i b 1 iscx Pa' , C.. , . 6Li I , i i:i a,?:..,. JUL 22 1992 Al - 752E a servicE ee)v /4(2D MAypoRT. pcj and Zoning ArLAAhri E. - 8 6144N i Pi . . , k 2. 6 T . 3 , 0 „ AT L A NT16 , TER f.... I i ii to c o r r. ti d v jh .1 1 , ( u 8 ' / /7 -t---V ' _l 1 ps,r, CA S 01 a reel' rA(1.;..0 , - a ■ H7, . JUL 2 2 1992 4 Ti A .1■716 I /i2 E g SrV / C- CC kv All )4 A)Xti e— 76 EAGH i P/. , ... k /z/6i )1 I . 3' d ATLA WTI 6 , - Tr R E 1 , _. d ell to ,C• ,ti gi 1 0,1., j 0 \\\ / tfi 1/6 8 i i i/ / 7 / i t t/ .. /,,-- I , : ; ‘2. --T prvioe . , , 5 , t , LL , ) i t : I .... 11/ I ) F' 616C11 1 l' I 6 4.- z.3 0 j 1 px, extiverca r) 71T: , 4 )"ci a Serv/cr Ce,v-rE) JUL 2 2 1992 / MAypoNT pc) BuMing T i).7 A J4A).4r, e- 76 EncH PI , 1 . _ ,. CITY OF ATLANTIC BEACH'PERMIT CALCULATION SHEET Address /420 Amiem 7 A (/E. NO 0+ Tr /A OD 164711 ( - Date - 1 - I 7 - 06 Heated Square Footage _ @ $ per sq ft = $ C? L ' @ ,. GaraaeiShed (9 per sq ft = $ 19 Carport/Porch @ $_ _per sq ft = Deck € @ $ per sq ft = 5 ! Patio kl' , 'a S per sq it 00 TOTAL VALUATION: 8 P If 6 700 - / 5T0 , ' $/ Total Valuation ?.'::.1) $ /..o 0 " Remaining Value ,$,L- per thousand or portion thereof TOTAL BUILDING FEE $ /3 5 v j + 1/2 Filing Fee $ ( ) Fireplaces @ $15,00 $ -- 0 — BUILDING PERMIT FEE S 4V Ap 2%„.: c IMPACT FEE $ 1 -70()• 0 SEWER IMPACT FEE $ 5 co .' __.. WATER METER/TAP 8. CAPITAL IMPROVEMENT S SEWER TAP 8 -_____ / ) RADON (HRS) •CO50 $ ____ SECTION H PAVING ( HYDRAULIC SHARES $,, CROSS CONNECTION $ '3 .00 1 i SURCHARGE .0050 ,,, OTHER $ GRAND TOTAL DUE $ L,.. 37 So ADDITIONAL PERMITS OR FEES: Mechanical ; Pluibing Electric/New Electric/Temp :SwimminaPool Septic Tank ; Weli ; Sign Finish Floor Elevation Survey ; Other CALCULATIONS and/or NOTES: S 0" (Flie 777 77-7-, \ 1 . 19 ' L APPLICATION —,„ 1 . 2195 L::" APPLICATION FOR FENCE PERMIT Building an toning . , O w n ers name_4Ttcua:rLL—E___g_awt Phone_jja qi Job Address___ZW_Q . Lot_1__Block and/or Unit # 62 Subdivision_ii Contractor if different from owner____4&.4 .c.61./..0 00 Valuation of fence $ j'il,c_C7 Corner or interior lot r.21i-J , Type construction 1// __ .. _,,,Jjali, 4,0 ../ .4 ctic• ( 0 .% 0 11 • Show location and height of fence as well as 104461-or of% ,I , y., ‘ ,, . 0 street(s). A ,c G N.* r A ,y i ) N iA , i -.... , 11. \ 0 .„ c Q Owne 46 r signature' _,...v%!ly. ' . Date Contractor signature Date CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING 800 SEMINOLE ROAD - ATLANTIC BEACH, FL 32233 - TEL: 247 -5826 - FAX: 247 -5877 PERMIT INFO tlllt'ATION _ LOCATION INFORMATION Permit Number: 23504 Address: 1420 MAYPORT ROAD Permit Type: COMMERCIAL ATLANTIC BEACH, FL 32233 Class of Work: REMODEL Township: Range: Book: Proposed Use: COMMERCIAL Lot(s): Block: Section: Square Feet: Subdivision: MARSH OAKS Est. Value: Parcel Number: Improv. Cost: 8,500.00 01 � 2I I}= MA ION Date Issued: 2/20/2002 Name: EASTERN SHORES CONSTRUCTI Total Fees: 83.00 Address: 1015 ATLANTIC BOULEVARD #240 Amount Paid: 83.00 ATLANTIC BEACH, FL 32233 Date Paid: 2/20/2002 Phone: (904)246 -6056 Work Desc: INTERIOR REMODEL ,,;, ;, . __ AC" AI ION. FEES EASTE SHORES CONSTRUCT! e t `" R 83.00 40 ''.." --:,, - - , ,.;„_.1 " , , ,t ''' ., t , .. ; ''''' °:4',4,-: ,'-', r ' " ' e.--1.,, .‘,. ..._., , .,,,,,,,,, ,,...,,,,,„::__,,,,,‘,.. .: .,„, ,,.._ . , ..„..,, ...._•,,-,-:.- - „,,,,,,„ r 0. ::,1,.,4%;$.1t; '• , ' -1,k,v:: " • -- -, r f- - - --- , : :-..s.,_ ,... -‘ . \i'; .- := ,..ii":',.°°'V,,, ."-,-"--,:._ : P ''''*'4.:1;:fA. e -4 \\41 t �',i k""l� r x� ` fie r 'Hari. ra.- 3€ tz. Y Y A fi h G i .� (p t' Y i Y $ y V,1' x...� i? - - i i s S , k 9 .4 4: ce 5541 ', 5 1 L fbY,�." - 3 „ ,,y FF a . w � *� `t --... 'ye ; P k '' i$e ��" "`d y , "--,- t : ' 4 i , ,, ¢ " — ,4 7 , ,,. x 0'� a 1 . . - ' ,� dn, ,<-`- n " 4 a �' ,' /i k'+.r..: r 4o-' ,.J: t p . —4 `w. u a b D�* : 7, , - NOTIC i T� 4 I TO CTION BUILDING MATERIA ® _ � THI } y ST j CED IN BLIC SPACE, AND MUST BE CLEARED A ' Ani Pa B Y1 CO NTRACTOR { R " ' `F° "FAILURE TO COMP "� *.z, . x I�4I I n .� IN THE PROPERTY OWNER P ,". ' I l ' T S • • ISSUED ACCORDING TO APPRO* 4, A ND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PR Oper: DSMITN Type: OC Drawer: 1 c-.. Date: Trans 2/22/82 81 Receipt no: 36931 AT NTIC E CH I DEPT. 14 PERMITS- BUILDING 1 f83.88 nuaber: 7gB7P6 CA CASH $93.88 Trans date: - 2/22/82 Time: 11:08:43 CITY OF ATLANTIC BEACH PERMIT CALCULATION SHEET 1 Address / `/ 2 U /"t At- , /7)e)'2 P,D_ ((NTf � �' Fn604 -- ) Date 2 -,b -4 2— Heated Square Footage @ $ per sq ft = $ lr Garage/ Shed _ @ $ per sq ft = $ Carport /Porch 4___ $ per sq ft = $ Deck@ $ per sq ft = $ Patio E @ $ per sq ft = $ 0 TOTAL VALUATION: $ g 1 O 3 6 6 / 5 $ 7 r Total Valuation 1st $ /66(-) 75OO Or d $ 46 Remaining Value $ per thousand o thereof TOTAL BUILDING FEE $ -5 + 1/2 Filing Fee $ 2)' ( ) Fireplaces @ $15.00 $ 0 BUILDING PERMIT FEE $ 6' 3 WATER IMPACT FEE $ SEWER IMPACT FEE $ WATER METER /TAP $ CAPITAL IMPROVEMENT $ SEWER TAP $ ( ) RADON (HRS) .0050 $ SECTION H PAVING ( ) $ HYDRAULIC SHARES $ CROSS CONNECTION $ ( ) SURCHARGE .0050 $ OTHER $ GRAND TOTAL DUE $ er 3.60 ADDITIONAL PERMITS OR FEES:Mechanical ; Plumbing Electric /New Electric /Temp ;SwimmingPool Septic Tank ; Well ; Sign Finish Floor Elevation Survey ; Other CALCULATIONS and /or NOTES: t y^.t t {i i � a } }}gs b Mary p 1 19 t fi fl�uu„x» a - C �� j'' 4 City of Atlantic Beach • 800 Seminole Road • Atlantic Beach, Florida 32233 -5445 Phone: (904) 247 -5800 • FAX (904) 247 -5805 • http : / /www /ci.atlantic- beach.fl.us PERMIT APPLICATION FOR REMODEL, ADDITIONS AND ALTERATIONS, MOVING OR DEMOLITION OF SINGLE - FAMILY OR TWO- FAMILY (DUPLEX) CONSTRUCTION DATE V /G/ 6. APPLICANT _ /70k �. ADDRESS /0/5 41 Riga -Steh / e it PHONE: f 'I� 4 Av5 oci-ta= /' S/ ADDRESS WHERE WORK IS TO BE PERFORMED /W LEGAL DESCRIPTION: BLOCK NUMBER LOT NUMBER ZONING DISTRICT CONTRACTOR E a-4 n STATE LICENSE NUMBER CB /4-3.3- -CO 51333 ADDRESS /a<S ,LI,4K #1lk• Sc /— /D PHONE yG to cif iff",'' � CITY �- . eGL e STATE P1 ZIP 32233 FAX I V6 — DESCRIBE PROPOSED USE AND WORK TO BE DONE 'ft= /1/4nl T 1 ehe ga v ern Q ✓1 rs ACu 5 ll c . ilk. Cott-41s PA n f LOT &L4oIZ WP LLS FlaDK TIt-( PRESENT USE OF LAND OR BUILDING(S) LLh I L S QPs CL VALUATION OF PROPOSED CONSTRUCTION 3',5 0 °= f Is this an addition? o If yes, what are the dimensions of the added space: feet by feet Will the added area be heated and cooled? A) p New electrical or increase in service? YO New plumbing fixtures? WO New fireplace? WO New heating / air conditioning? Wp Is approval or Homeowner's Association or other private entity required? 1/ If yes, please submit with this application. PROCEDURE: (In order to expedite issuance of permits, please follow all steps and provide all information as appropriate.) STEP 1. Verify zoning designation and proper setbacks for the proposed construction. If you are unsure of this information, please contact the Planning and Zoning Department at 904 - 247 -5817. In order to correctly verify zoning designation, please have Property Appraiser's Real Estate Number available. STEP 2. Contact the City of Atlantic Beach Department of Public Works to determine if a pre - construction or post - construction topographical survey is required. (If not required, written verification must be provided with this application.) The Department of Public Works is located at: 1200 Sandpiper Lane, Atlantic Beach, FL 32233 Telephone: (904) 247 -5834 STEP 3. Please submit Energy Code Forms, Notice of Commencement, Owner /Contractor Affidavit if owner is contractor, and four (4) complete sets of construction plans to the Building Department, which is located at the Atlantic Beach City Hall, 800 Seminole Road, Atlantic Beach, FL 32233 Telephone: (904) 247 -5826 01/02/02 fi In addition to construction and engineering detail, plans must contain the following information as appropriate for the type of work being performed. Scale of drawings should be sufficient to depict all required information in a clear and legible manner. 1. Current survey showing the property boundary with bearings and distances and the legal description. 2. Location of all structures, temporary and permanent, including setbacks, building height, number of stories and square footage. Identify any existing structures and uses. 3. Existing and/or proposed driveways. 4. If required by the Department of Public Works, a pre - construction topographical survey. 5. Any significant environmental features, including any jurisdictional wetlands, CCCL, natural water bodies. 6. Impervious Surface area calculations. (Swimming pools may be excluded from total Impervious Surface.) 7. Other information as may be appropriate for individual applications. I HEREBY CERTIFY THAT ALL INFORMATION PROVIDED WITH THIS APPLICATION IS CORRECT. SIGNATURE OF OWNER ,B Vikai „ A DATE Fe/. �'” 02-- I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT. ALL PROVISIONS OF THE LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH, WHETHER SPECIFIED HEREIN OR NOT. THE GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY FEDERAL, STATE OR LOCAL RULES, REGULATIONS, ORDINANCES, OR LAWS IN ANY MANNER, INCLUDING THE GOVERNING OF CONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION OF THE PROPERTY. I UNDERSTAND THAT THE ISSUANCE OF THIS PERMIT IS CONTINGENT UPON THE ABOVE INFORMATION BEING TRUE AND CORRECT AND THAT THE PLANS AND SUPPORTING DATA HAVE BEEN OR SHALL BE PROVIDED AS REQUIRED. SIGNATURE OF CONTRACTO ' DATE A /6/O ADDRESS AND CONTACT INFORMATION OF PERSON TO RECEIVE ALL CORRESPONDENCE REGARDING THIS APPLICATION (PLEASE PRINT) �1 NAME WNNp S tom - n2 `L MAILING ADDRESS l q O g S ',t Gk bA," cf Est . l t f ttk r e Bo>v-c� � )4 .?Z2( 6 PHONE 0 7 ? 0 ,-O044 7 FAX E -MAIL SWORN AND SUBSCRIBED BEFORE ME THIS C DAY OF ,2t' STATE OF FLORIDA, COUNTY OF DUVAL / NOTARY'S SIGNATURE •`I�` '...i AS TO OWNS "'Pi% DANA WI MOON II; Personall known @ R MY (:nt.?rim,,,i)N # CC 875588 y � ®e co ,2003 1I Produced identification 1 -000- 9- NOTA5 r Bonding Co. Type of identification produced AS TO CONTRACTOR: V ' ersonally known • p� P , L n �,, M MOON roduced identification MY CONM IS C:N # cc 875588 ype of identification produced 14 0r *t o.* r T S : 30 2003 01/02/02 18003NOTA F!::. ;-. ^r: reruns & onding Go. / 2 -/Q 0 nIA V OR 'T R a A 1) AILAN11C BEAct4 IL . :. , : ;„,,,1 zi i3 0 :=1 11 RI MINI ....___ IIIIIEtllIll IMMO .2 tr,-,, ..,) ,,,„ 'ty / z, 'A ,I ;.•, 111111111111 11111111111 EMMEN T wow_ / (0 - ,p )0-1 N't 4 - 1 C 7 P q i l feCTIT ,- & -"-- 6 — P 7 TeT ------- t ---- ------ --- - 1 1111111 ta- _ pAi trieC j- 4, cv — , '.- 11111,4111111 . c MINN 3(00 MINNIE , 1111,4111 11111112011 I V t W ititauW I .—f.1. 4 t . ) .p t - to t ,4 0.., i _____1 00 0 l' I 006R ... . 0 ' 0 c IIPIE,1111MILAUrroaa, ' !own Csi, ."'" 1 • PA OIS C.) Pl" , ; Ogeict th. 1-) LL 51 CITY BUli-DING OFFICE A 01 P AUNI Y It BEACH , ..v FEB 20 2002 1 r4ov5 \frJavy,"'S ... .1- Ef 00 uck \AilioDaw r>.:lik, .„, + ni011.f; 1 t, J : 0 , NOTICE OF COMMENCEMENT RAMCO FORM 409 FS 719.13 Return to; (Nader self- addressed stamped envelope 5 MIN. RETURN Book 10349 Page 217 Name: p Address: PHONE #50q- 4 I - l I ; IC D 7 16 j ,t,;# !ice s.a This Instrument Prepared by DD 200 _e : 1034 9 9557 Name: FEB d TO Page: 217 Filed & Recorded . Address: �ity of Alta t IG pe 1 h JIM FULLER 2002 11..00:23 Ni g an Gt11i1, CLERK CIRCUIT MT Property Appraisers Parcel Identification DUVAL COUNTY TRUST FUND $ 1.00 RECORDING $ 5.00 SPACE ABOVE THIS LINE FOR PROCESSING DATA SPACE ABOVE THIS LINE FOR RECORDING DATA NOTICE OF COMMENCEMENT Permit No. Tax Folio No. State of Florida -- � Florida County of 71).t Ua i } The undersigned hereby gives notice that Improvements will be made to certain real property, and in accordance with chapter 713 of the Florida Statutes, the following Information is provided in this NOTICE OF COMMENCEMENT. si e .. Legal t. Legal description of property (include W Street Address, if available) .10r f ., b 84 c/C .$ 2. property vn 1/ / , 0 ill AyF3 e.oik 4 ATLAnTrc eAc i T "lA .3423 3 General description of improvements le up NT I w► e tto U t= rne.61.'fi5 .wner's Name B R }12uM k \f ki to 5 TAddress . too m A y jofe-r la °A-0 . . `Q tier's Interest in site of the improvement 12e t.) TA L (4.6qi Fee Simple Title holder (if other than own, er) Il,l ) /- Address k I A r Phone: Fax: ri , •• / , • Contractor E *f Sitsr�'S 0016 f x440 -b y Address /o //o/4" ,q fia0 cc- A3Rigte SeAtk 24 Phone: g1/4— 4.4 Fax: 2/4— 0.. cry'' U Surety Phone: Fax: V V I Address /, Amount of bond $ Lender's Name k Pr Address: Phone: Fax: ':F., Persons within the State of Florida designated by owner upon whom notices or other documents may be served as pro- i vided by Section 713.13(1)(a)7, Florida Statutes. j Name A 1 C -S 14 , ('dc- U. x1'L 1 L 9. Address ) C) 0 g STeI R-6( Lok-r R-6( Phone: 7 - 0 Y 6 0 0 Fax: In addition tt3 h lself, ovl�tier dt itr at�s4 If-IA X 6 6 - a Of Phone: Fax: t. to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. A E Expiration date of Notice of Commencement (the expiration date is 1 year from the date of recording unless a different date is specified) • Ea% ..,,.,.4 v24.- 64'' 3 gA 44" Vets € Signature of Owner . Printed Name of Owner 0 1 ' ' = o ' . u ' ' I 1 have relied upon the following identification of the Arlin* fu e A S, DANA M MOON - _ G9� 01 ,A „ MY COMMISSION * CC 875588 Swot ► ' T* ", . MI-9— ♦ day of MI 1 96 � C ` � p P � ° EY ° L ' ES: S e p 3Q 2003 - A A , / 1- 8003 - NOTARY Fla. No .n ature a (A ,. o c N 1 � ( 1. r 1 Service & Bonding Co. � • Printed Name JOB ADDRESS l7` O TYPE WORE (19)WW1 €(4-1" PROPERTY OW!• i E1 ' / /L' ONE CONTRACTO TELEPHONE 1 PERMIT NUMBER g° 5 13 ' A ca I ti DATE - 7" .- —0 0 G )..o ms q-Mci-h un. INSPECTIONS: FOOTING SLAB TIE BEAM LINTEL NAILING/SSF.A G FRAMIVG/COYER UP . 1.24 -00 INSULATION FINAL BUILDING CERTIFICATE OF OCCIIPAN Cir Fr.RCTRICALPERMI7 2v s4' 4. 6(60 2A80 +/ 1 INSPECTIONS ROUGH z4 — o O FINAL MECHANICAL PERMIT# INSPECTIONS ROUGH FINAL PLUMBING PERMIT!, 2o 'if Qp 13 ti1 /CO INSPECTIONS ROUGH/UNDER SLAB TOPOUT 8" ' - ---ea WATER/SEWER FINAL NOTES: CITY OF ATLANTIC BEACH APPLICATION FOR SIGN PERMIT NAME: i'7 G i-ro �'U �� 2 43 rd k.Q ADDRESS: t 9 0 2 0 M A /y7 o PHONE: Le. 9 - 5 ( -1I cq f- i 0 FED TYPE OF SIGN: f) ! ,Am SIZE: /Q r 2 PROPOSED LOCATION: a!SA ti y T I © CGtTO- , WILL THE SIGN REQUIRE AN ELECTRICAL PERMIT? N o 3each ELECTRICAL CONTRACTOR: N , ing Signs over fifty (50) feet in area, and /or any sign which is more than seventeen (17) feet above the ground, or any sign weighing more than one thousand (1,000) pounds, must be submitted with drawings from a registered engineer. Signs with a solid area greater than thirty (30) square feet must be erected to withstand a wind pressure of at least thirty -five (35) pounds per square foot. Drawings must also show that weight of sign will be supported by the roof or ground support on which it will be erected. This application must be submitted along with the following: 1. A plot plan of the land, showing the position of the sign in relation to buildings or structures. 3 2. A blueprint or ink drawing showing the plans and specif- ications, and the construction and /or attachment to the building or in the ground. 3. Other information as may be required under Sec. 17 -2(b), Code of Ordinances, City of Atlantic Beach. .7 APPLICANT SIGNATURE: e, \/.C4 Date: 20.11 I DJ OWNER SIGNATURE: L, t/0, Date: -yami /6 G ©t C MAY 242001 of Atian Beach Bing and Zoning CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING 800 SEMINOLE ROAD - ATLANTIC BEACH, FL 32233 - TEL: 247 -5826 - FAX: 247 -5877 PERMIT INFORMATION ON , - LOCATION INFORMATION Permit Number: 22122 Address: 1420 MAYPORT ROAD Permit Type: SIGN ATLANTIC BEACH, FLORIDA 32233 Class of Work: NEW Township: 0 Range: 0 Book: Proposed Use: COMMERCIAL Lot(s): Block: Section: 0 Square Feet: Subdivision: Est. Value: Parcel Number: Improv, Cost: OWNER INFORMATION Date Issued: 6/11/2001 Name: VENUS Total Fees: 30.00 Address: ATLANTIC C BEACH, 32233 Amount Paid: 30.00 000 -0000 Date Paid: 6/11/2001 Phone: (000)000-0000 Work Desc: 10 X 2 PLY WOOD SIGN :.�4.' , APPLICATION FEES OWNER PERMIT C0111�'I�aCTOR(fi� ' � " ,�...: 30.00 " tea, f -f,4� i s , � , j NOTICE- INSPECT NS -' T BE REQUESTED AT LEAST 24 HOURS PRIOJt TO INSP BUILDING MATERIAL, RUBBISH 1 DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE, AND MUST BE CLEARED UP AND HAU D AWAY BY EITHER CONTRACTOR OR 0701 , "FAILURE TO COMPLY WITH TH ONSTRUCTION LIEN LA A - AN RESUIN THE PROPERTY OWNER PAYING .8„UILDING I ' ' 3 f MENTS " / ISSUED ACCORDING TO APPROVE P W H AR T 1F HI P M ND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PR ,� 0 145 < 1F y ,00. � 7 „,----) / _ ;yam -7-- _- $38.88 14 AT NTIC 9EACH BU LDI G DEPT. Da 6/12/81 81 Receipt: 8864868 / — :1 : : : :: 10:: RE( mo t. 7 • APR 5 " UU1 City of Atlantic Beach - CITY OF ATLANTIC B EgiSt ng and Zoning PERMIT .APPLICATION REMODEL , ADDITIONS, OR ALTERATIONS _ MOVING, DEMOLITIONS Owner (s) : 1 A rare Ve.r U S Job Address: ) 20 1 1 ayes Phone: 1°J 2)t ‘1.9-1 Lot # ` Block or Unit # / .S2 Subdivision: .5'eC_ )4 Contractor: kdcky State License # C6 co r8 ✓�9 "7 Addres 46)0 / Qcet( £J • Phone No: q 2'» CityawAL State F Zip Code 322„33 Describe work to be done: Eatatlfe- CAC .541' caY CA-AaS44 tit #0 e.+► amTe_ VO o r1e �r1 - be Weet ceJ Parr. +„i Ko ory . Present use of building: a-, e- Valuation of Proposed Construction: .J Proposed use: c +IN Pw`n B Is this an addition? No If yes, what are the dimensions of the added space: ft. X ft. Will the added area be heated and cooled? New electrical (or increase),? New plumbing fixtures? New fireplace? New Heat /AC? SUBMIT THREE (COM CIAL) TWO (RESIDENTIAL) COMPLETE SETS OF PLANS, INCLUDING SITE PLAN, SURVEY, ENERGY CODE .FORMS, NOTICE OF CODdMIENCE NT, AND • OWNER /CONTRACTOR arrinAVIT, IF OWRZR ZS CONTRACTOR. S7 - 6 OF O,eeDA GOt./ivey Signature OWNER: ' �,l e - Date: . S�fr �i� !l.tlk1'.�►ZJ111�.Cidl�:� A Date: isLazt00 # uotssywwn R �/ P6ti2StDNA y KNOc tr am 'Lc:3409'16 _ oppoupairats-oNnciN040 1 1 nd subsciii.bed before me this .6 64 day of 1A--e- , 2001. NOTAR PUBLIC AS TO FOR: ©WNE2. Sworn to and subscribed before me this day of ,2000. • NOTARY PUBLIC BEACH CAITYRTOMF EATLANTNOTIFcBUILDING DEP- FL oRMATION INF LOTIO ROAD 1,,,,...., MAYPORT FLORIDA 32233 20 m OR Address: 32233 - TEL: 4 T C EA FL Book: 800 SEMINOLE ROAD - ATLANTIC BEACH, 247-5826 - :K 247-5fL77 ATLANT . _-- pERMIT . Range: 0 Section: 0 . 13* 0 Township . Block: Pe it Number: - rm Permit Type: - ALTERATION Lot(s): BU --2 I 11 : 18 D F6 IN °R1 G IVIATIQN Perm Work: ALTERA _, A , , _ SpoaNbrcademileiNs:ul°ffinvi.000)000.00000 3, Class of vvo Us COMMERCIAL EeNr:Uu6S—'y-p-o—R7ARTIC"OAD FLORIDA 32233 ----OWNER ITIPiitt Proposed : Square Feet Est. Value: 17,160.00 Improv. Cost: 5/01/2001 si4 A d n s e s :: ATLANTIC ..N—TIC Bce,_,,c1-1, iu Date Issued: 150.00 Total Fees: 150.00 Amount Paid: 5/01/2001 OUSE ---'-' °-"---- UCAT 1 a 0 Date Paid: ENCL- ENCLOSE CAR WASH T ' ----.c ; , :, '''' - - _ - , „, „,,p . - 1 i Work Desc: CON $ ,,. . .1( .,,..- CON - 1ERNEST RUSSELL 5 0 ; 4':' 40".• e - N: 7 : 'L. /or '7'; ' ',,,,k"' *, • . .,..,.. _ , ,t, , ,,,..„...,. '- - .. .,....r .,. 14 ,.... ,. fra% , . •,,i, „,, -— -74? , -It -‘.--,..- . ,,. , `, , I - ',. si ,, - , ' ,:-- ' , - ''' - ‘ , 4,. STEEL INsUTION l,%*k.,:,'A: =' ''i , ' . ':, ' 4,:!' - LA ....-: 7 41.:‘t. ' NarelB ER__ .,,, ims(FOLCTI°N '0.-0c4- itil mBLIC SPACE, AND „..,.-- . cED IN sPEC 1 1 NOTICE ,..,, H A ' 'DEB RI UPAND HAULcu‘i‘ IAL, , *UBBIS . .1.. rt AwAYSBFYRcI;IMTHTEHRSCWONOTRRKAMCUTSOTR OR BUILDING CLEARED - MUST B E N T • UCTI LI P - 4 ‘ E TO %,f1PAPLYANlvtuTeHlirEitoR .., it I 1 , , „ „ , . 4...e.„IT AND SUBJ REVOCATION INFAILUR C OWNER P VIN II ''''.--,;—. 13 .- • T 10,F Wri129,01"" ' , , e R N RE9bliCT PROPERTY Ovv _ , ISSUED AC FOR VIOLATCIOORNDOINFGATPOPLAICPAPBRLOEVEPRDOVIS- I • LA w _. PAiD f Att:t1:::= $,,k. .. , '..S VI 1 "Y6 -,,e'5I: 1 , ( - ' - ATLI A 'N-1146'. BEACH .: UILDING • • -I, / if:-.;1;7;':,-, '''''' ' CITY OF ATLANTIC BEACH PERMIT CALCULATION SHEET Address I W® 'met KT +.D CJCLOSS O K. !A'1 It T"d k..14-4Ettoosa Date "y-/ 42-0( Heated Square Footage @ $ per sq ft = $ Garage /Shed WO @ $ 2. per sq ft = $ / 7 /66 Carport /Porch @ $ per sq ft = $ Deck @ $ per sq ft = $ Patio @ $ per sq ft = $ TOTAL VALUATION: $ / 41/60 / I-� 160 i $ / — Total Valuation 1st $ / lG / 6O 8t' -- $ e � Remairning Value $ Db per thousand ef portion thereof TOTAL BUILDING FEE $ /00 + 1/2 Filing Fee $ _5 ( ) Fireplaces @ $15.00 $ - -b -- BUILDING PERMIT FEE $ /I-0 WATER IMPACT FEE $ SEWER IMPACT FEE $ I WATER METER /TAP $ CAPITAL IMPROVEMENT $ SEWER TAP $ ( ) RADON (HRS) .0050 $ SECTION H PAVING ( ) $ HYDRAULIC SHARES $ CROSS CONNECTION $ ( ) SURCHARGE .0050 $ OTHER $ 1 GRAND TOTAL DUE $ ADDITIONAL PERMITS OR FEES:Mechanical Plumbing Electric /New Electric /Temp ;SwimmingPool Septic Tank ; Well • Sign Finish Floor Elevation Survey ; Other CALCULATIONS and /or NOTES: 'Liz() f i w ,& / Q / Q T EASEMENT FOR DRAINAGE, UTILITIES AND SEWER. _ -- . v . i .5 FEET OF LOT 4, BLOCK 530F SECTION H, ATLANTIC BEACH LAT BOOK 18, PAGE 34 OF THE CURRENT PUBLIC RECORDS OF i� FLORIDA. • n ,;j-. 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BOX 881 3 • JACKSONVILLE, FLORIDA 32239 • (904) 733 -0960 JOHN E. ELLIS, P.F., PRESIDENT GREG A. EDMONDS, P.E., VICE PRESIDENT September 16, 1986 C. S. Barber P. O. Box 50344 Jacksonville Beach, Florida 32250 Subject: Report of Exploratory Investigation Direct Sales - Mayport Road ' [ °T 5 I - 6 B U< 3 cm Atlantic Beach, Florida / E&A Order No. 86 -1252 Gentlemen: As requested recently, Ellis do Associates, Inc. has completed an exploratory investigation of the subject site. This letter briefly describes the field exploration performed, presents the data obtained, and presents our general evaluation of the suitability of the soils encountered to remain in -place beneath a pre - engineered metal buidling supported on a monolithic slab foundation system. GEOTECHNICAL EXPLORATION The exploratory investigation consisted of performing 5 auger borings within the proposed building areas, drilled to depths of approximately 6.0 feet below the existing ground surface. The borings, which were performed on September 3, 1986, were located in the field by our personnel using taped measurements from existing roadways and survey controls adjacent to the site. Based on the results of the auger borings and discussions with Mr. Barber, Ellis & Associates, Inc. observed the excavations of four test pits within the proposed building area in order to better determine the nature and extent of underlying slightly silty fine sands with organics and roots encountered at the boring locations. A reduced copy of the plan provided to us, which shows the boring and test pit locations, is included in the attachments as the Field Exploration Plan. The attached Log of Boring records present the descriptions of the soil conditions encountered at the boring locations. The stratification lines on the boring records represent the approximate boundary between soil types, as determined in the field by our drillers, and, in some cases, the transition between soil types at each boring location may be gradual. The soil conditions encountered at the test pit locations are shown on the Record of Test Pits in the attachments. It should be understood that the soil conditions will vary between boring and test pit locations. The depth to the groundwater level encountered at each boring location, at the time of drilling, is shown on the attached Log of Boring records. A description of the drilling, sampling, and test pit excavation techniques used is provided on the attached Field Exploration Procedures sheet. Quantitative laboratory testing was performed on representative samples of the soils encountred in the field exploration. The laboratory testing was performed in order to more fully define the composition of the soils encountered and to determine their suitability to remain in -place beneath the proposed construction. The laboratory testing determined the fines and organics contents of the soils encountered. The results of the laboratory testing and techniques used in the laboratory testing are shown on the Summary of Laboratory Test Data sheet which is included in the attachments. GEOTECHNICAL ENGINEERING EVALUATION AND RECOMMENDATIONS In our opinion, the slightly silty fine sands with organics and roots encountered at the boring and test pit locations are generally unsuitable to remain in -place beneath the proposed construction due to their excessive organics contents. Since these materials were encountered above the groundwater level, they offer the potential for decomposition under alternating wetting and drying cycles and, therefore, the potential for settlements which could have detrimental effects on the foundations for the proposed structure. These materials were typically encountered in thicknesses ranging from approximately 0.5 to 1.5 feet within an depth range of approximately 1.5 to 4.5 feet. Additionally, our site observations at the time of the test pit excavations indicated that the surficial fine sands to slightly silty fine sands contain large roots which should be removed from within these materials prior to vertical construction. The following paragraphs presents our detailed site preparation /earthwork construction recommendations. The initial site preparation should consist of removing the topsoil, vegetation, and the near - surface soils containing significant amounts of roots and other organic materials from within and to a distance of at least 5.0 feet beyond the perimeter of the proposed building construction area. These materials were typically encountered in thicknesses on the order of 6.0 to 9.0 inches below the existing ground surface. The fine sands to slightly silty fine sands typically encountered to depths ranging from approximately 1.5 to 2.0 feet should be over - excavated and stockpiled for use in subsequent backfilling operations. Prior to utilizing these materials as backfill, they should be raked in order to remove the large roots which were noted during the test pit excavations. The underlying slightly silty fine sands with roots and organics should then be over - excavated from within the above limits. The auger borings and test pits indicated that these materials were typically encountered in thicknesses ranging from 0.5 to 1.5 feet within a depth range of approximately 1.5 to 4.5 feet. It should be anticipated that temporary groundwater control measures may be required in order to facilitate the over - excavation process. The groundwater control measures can consist of constructing perimeter ditches excavated to a depth of at least 1.0 foot below the required depth of over - excavation and graded to a sump where the collected groundwater and surface water runoff can be pumped and removed from the site. We recommend the groundwater control measures, if necessary, remain in -place until the placement of backfill, as detailed in the following paragraph, has reached a level of at least 1.0 foot above the natural groundwater level at the time of construction. Subsequent to performing the above over - excavation operations, the structural backfill and fill required for site development should be placed in loose lifts not exceeding 12 inches in thickness and compacted by the use of a vibratory drum roller . . i having a minimum static, at -drum weight on the order of two tons and a minimum drum diameter on the order of 2.0 feet. The material should exhibit moisture contents within +2 percent of the Modified Proctor optimum moisture content (ASTM D 1557) during the compaction operations. Compaction should continue until densities of at least 95 percent of the Modified Proctor maximum dry density (ASTM D 1557) have been achieved within each foot of the compacted structural baekfill and fill. We appreciate this opportunity to be of service as your geotechnical consultant on this project. If you have any questions concerning this report or if we may be of any further service, please contact us. Very truly yours, ELLIS do ASSOCIATES, INC. ,5—eriLl. ( A Stephen R. Weaver, P.E. Geotechnical Engineer Registered, Florida No. 37389 1�- e . Edmonds, P.E. ice resident r Registered, Florida No. 22384 SRW- GAE /bim • A T T A C H M E N T S • Description Page No. Field Exploration Plan Al Log of Boring Records A2 - A6 Record of Test Pits A7 Field Exploration Procedures A8 Summary of Laboratory Test Data A9 Key to Soil Classification A10 • t I '' 7 s t � W /uuC¢ .0.84/c../. W Sir■LS' o 1 OJTt'f7 A' 4e kI /4x /9/' ti V: 30.5' k • i 3r Co,ic• FLa•<' .� fQr:6l!; I •4 .61•rS) ? ' 67. 2.., • TP4 d if /f rs‘oAC - " a o . -a. o �S A3 I N A5 •. N . TP3 a ti . ; A4 o ((1 ,,l 0Z.4) Oz 02.7l 'N (2T. 7s) i7.8) 07.2) Q1.2) I. n ' 1-1--I. ( (-- ]ems .- . .. , - 1--1 -_1-_. - 7.7! 1.‘!...1_7_ r_' — Z4g _ _- — — I— ._._. -_ l _i___I l — 1 I J 1 1 1 � �� (,1. ((2.85 i t• °.� '0 /S WEST LEGEND 11 Teat Pit Location • Auger Boring Location REFERENCE: Plot Plan Provided By Client DATED: 5/27/86 Graphic kalif (Annrn.im4tr FIELD EXPLORATION PLAN Direct Sales -1480 Mayport Road Atlantic Beach, Florida E &A Order No. 86 -1252 • Al . , .... 0 .... . I FLfiz & 41kiscriates, PiYww. . P.O. BOX 8813 • JACKSONVILLE. FLORIDA 32239 'f n 904- 733 -0960 Order No. 86 ___ „ „, A.1.. LOG OF BORING Al Project Direct Sales - 1480 Mayport Road Boring No. Client C. S. Barber Boring Location See Field Exploration Plan Date 9/10/86 Sheet 1 of 1 Drill No. Port. Equip. Driller C. Young Ground Water Depth 3.6' Time/Drilling Date 9/3/86 Length of Casing Set Assistant Danforth Drill Rod Size 4 ” Dia. Auger Casing Size Drill Mud Dia. Bit Size Boring Begun 9/3/86 Boring Completed 9/3/86 Ground Elevation Datum m J DEPTH Q STANDARD PENETRATION TEST BLOWS /FT. CI. O IN LI MATERIAL DESCRIPTION Blows per foot on 2" O.D. 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N ■M ummoNN- ■.N ■■NN■N- ■■MN■NN 6` _, . ■....■NNN.- ■■ NN..M ■...N -MI-• ■NN NI■N ■ ■M.NN.■■.NNI■...NN ■N2 ■ ■N ■11- NNMIM11- ■N.- M ■•M1.N N■■• 111•1MMMMNE11NMNMMMN11 ■M•.11NN■p11111 1111■■■ ■N- .- MNM■INN ■M- MN- MN - - -N - ■11 1111- 11rE■E ■N11NN1111S ■11N11E ■NN11NS■-■. ■ ■N•N11N M111MN ■N- Mr•■M■•NN.■MIN B _ ■NNNMN NN ■ N EN■N-11N11NUMMMIU N N.N.NNNN■ NIN■.N.■N..•NNI• - ■N ■N.N -NNN MN.M.■■..N.■NN - 11NMM.MMMMM ■ ua..ru. ■NN■ -N. 9 n 111111111•1111111111•11111116•1•11•11111•111 N- MN.NNI• N...NNI.NN N.N ■. ■N NWEMMN MM M ■••••NN- 11....11•••■ •••••• - ■MMr •••■MN -NN■-N.■r■N■11M■. ■NI- .• -rNN -N NN• ■11M.NN•.■ ■M .] I D .-M-M�11` M■NMN•NM•■1111r NN-N N. NN.NN■N...N.M-N-. Remarks: A2 t • Alto & Assori xtes, lrir_ 1 P.O. BOX 8813 • JACKSONVILLE, FLORIDA 32239 904 - 733 -0960 86 diil Order No. 0.1A,,,.,,„„ LOG OF BORING Pro ect Di Sales - 1480 Mayport Road Boring No A2 Progect C . S. Barber Boring Location See Field Exploration Plan Date 9/10/86 Sheet 1 of 1 Drill No. Port. Equip. Driller C • Young Ground Water D 4. Time / 9/3/86 Length of Casing Set Assistant Danforth Drill Rod Size 41 Dia. Auger Casing Size Drill Mud 9/3/86 g Completed 9/3/86 Boring Begun Borin Com leted Ground Elevation Dia. Bit Size Datum z J DEPTH Q S PENETRATION TEST BLOWS /FT. o. Z IN 0 MATERIAL DESCRIPTION Blows per foot on 2" 0.0 Sampler ¢ w o C FEET JO with 140 lb. hammer falling 30" o Et z N N 2 o a 0 10 20 30 40 50 60 70 80 " V iMM•MM ■MMMNMMMMi 0 _ •u/•NMM• Light Gray Slightly Silty Fine ;;;;;;;;;;;;;;;;;;;;;;;;;; �; �;;;; �;;�11 1 — • M■• ■••N ■• ■M■ ■I• 1 _ SAND With Some Roots ••N ■ ■■■NN MOM MMN11MMM ■1100..■ 2 — Light Brownish Gray Fine SAND i ■ ■ ■. ■ ■00 ■0• With Some Roots ■I11•MM.•M•••=a I1•umei M.MMMM•11MMMomo I _ sow Am. 3 _, Brown Fine SAND With Some Roots nM11MMN11MMN1•IM1• ■�� ■�s�� m R 1 NN•N■NNN■ • 3 - ■M11MM11MNMNM M I N■■••M• — MNaIN1•MMNNN 1•11■ ■■MM ■ ■••M•1•MM11.1•MRM� •MM•Nn•MM•n NN. 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Mani MNMMMM�MMMMMM11MMMMMM11MNMNM M ■a• M•MM MNN MMMN M ■N■ MNN MMMM 1••M •• — MMMMueNNuNNNMMM MIN NEM111•NN■MMS 7 MMMNNNMMNMNNMNMN11N11.MMNMNN inammo 1•1•111•1• ■ ■M■MI MMMNMN11.11NMM•NMMM1•.1•■• - — 1••MM• MINIM MNMNMMMNMNMNM ■NMMMNN 8 - 111•MNNIMNM11MMMMNO N MMNNMNMMI N _, M•N•IMO •• ■■MN ■NNN�■M••••••••• 1•.0N..N11.111111M. =Inn 1111.111•11111111111511111M111111111 — •••••N•11N•MM MN MMMN 9 ..2 _ N•MNM111 I••••1NS ■NMNMN• •••■•NN• N•N•M1••NN• ■NN•MNN■MMNM• MNMNN■MNM NSMNMNN - MN•MNNMuuMNM MNM•MNaNNMM•N• mom 11 sum man N••••••••• N11111• 0 __- NMginiii � NMNMMMNMMN•MaN Remarks: A3 a • e F1iis & Associa#es, Juc. . • P.O. BOX 8813 • JACKSONVILLE, FLORIDA 32239 4 t il ' 904 - 733 -0960 Order No. 86-1252 0......_ IA _._.� ' LOG OF BORING Direct Sales - 1480 Ma Boring No. A.3 Pro Mayport Road Client C • S . Barber Boring Location See Field Exploration Plan Date 9 Sheet 1 of 1 Orlll No. Port. Equip. Griller C. Young Ground Water Depth 3.8' TimiDrilling Date 9/3/86 Length of Casing Set Assistant Danforth Drill Rod Size 4 Dia. Auger Casing Size Drill Mud Dia. Bit Size Boring Begun 9/3/86 Boring Completed 9/3/86 Ground Elevation Datum z J DEPTH Q S PENETRATION TEST BLOWS /FT. . p IN MATERIAL DESCRIPTION Blows per foot on 2" 0.0. 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NN• MN• 8 _= •MNM■MMM•MM■•.■M.•M.M•M•NM MM•N•N NN• NM..M.•N.••NI••• •NN NN•• N.M•N••• ••••••••• ..■MONO ■.N•• ■M ■■M.■.••NNN••M. -- MN•.M. • •M•....•.■..M■.•N 9 ..M■NM••MMN. _ •••••NM...NM• .7 ..............• .N.•..N.N.NN... .••M.M...MM•M N■••N•N■••M..•p MN..MM•• omme ONE ■M.MM■■• .MNN•■■•M O ..N..N.•.MMMM• 0 — M■NMM■ MI■MMM.MM. ■MM M.r •••.. ..••.I•mi •••.• MME muM• Remarks: A4 r Uis & Associates, nr_ A P.O. BOX 8813 • JACKSONVILLE. FLORIDA 32239 904- 733 -0960 Order No. 86 -1252 I " LOG OF BORING A4 i Boring No. Project Direct Sales – 1480 Mayport Road Client C. S. Barber Boring Location See Field Exploration Plan Date 9/10/86 Sheet 1 of 1 Drill No. Port. Equip. Driller _ Young Ground Water Depth 4.8' Timl/Dr Date 9/3/86 Length of Casing Set Assistant Danforth Drill Rod Size 4 " Dia. Auger Casing Size Drill Mud Dia. Bit Size Boring Begun 9/3/86 Boring Completed 9/3/86 Ground Elevation Datum x J LL, DEPTH _,c SANDARD PENETRATION TEST BLOWS /FT. Z IN m MATERIAL DESCRIPTION Blows per foot on 2" 0.0. Sampler a FEET with 140 lb. hammer falling 30" w o z N O o2 o Q 0 10 20 30 40 50 60 70 80 w V i.Gi uiN ■NN■NU....uN.ouii • — 0 _ mamas ••••••......N....... amsamemomma ■ ..■■.■■.■.M. ■■.M ■.M■■.M.■...M.. Gray Fine SAND ■■ M. ■..■■N■M■.M.■■..■■ MEMO ...■■=MUM 1 1 ... ■■N.M.....•..NN.....N....p..•.. -, ■■■■■■■ ■. ■ EMS N■..M ■.■■... •1•••111•111•01114 MMMMM MOBS' 2 —_ Light Brown Fine SAND iii em eassmimmumemmismemlimmemeiiiiii 2 — .................4 • 3 — s. .N.NM■■....N....N..N....M. ■ ■1.• Dark Brown Fine SAND With Roots ........................ . •.......... _ ...N■NNN • 3 .. .M■ _ & :: '■.. N. M.o..■■p ' . .M■■.■..MN.■..■mpum 4 — .■. ..■.■■■ ■■..■ ■.......■■ ■■.■. ■N.■..M. ..N.NN■ NN..NN...N.M...N......N Dark Brown Fine SAND With Trace M•••N.MNMN.NM.MOMNM..� ■ ■.N ■M. ■.N...■ ......■ ■. M.■ .....N...M NN . ..... M. 5 = of Organics .............................0•0.......... am■ . 4 _ .... ■■■N■M..■.NIM.■.■■.M.....N.... .M.. N.N..N...... M.N.N. ■ NN■ ■N.. 6 — N..•M.NNN.NM..... ■......M ■...M. . NN.NN.MN.NI.M.NNM.MNM.M. AUGER BORING TERMINATED s �'�"""" """" ■• " """" mumme• M.N.N..■..NN..N■■..M■NN. • _ ile mmeNNM..■ ■NIM. ■M■ ■.NI■■..■ ■. mum 7 — .N...NN - ••M••N••.NIMN...N..■M..■..N ■MNI. ..M..NN M.N.MM MN■..N■.NN..N. ...MNM M M■■ . ..■..NN.NN...N .N M N N...N..MM.m....N.M.... N. 8 — _ ..NM..■..NM...MMM.MM..MN.NM ■■.■■MM■■.M.M.M.N....M■ .....10... .. . — NM. ■ ■M■ M... NN...N..■..■ ■N■. N..• ■NN...M M.N._.M M..■ NN. M....NN 9 _: ■.M ■M ■MM.M ■NM.M.NM... .M..M...MIN.M...MM.MN� MM.M.M ... NMN. ■M...MMMM■ NN■ ..■. ■ N ■N ■..N NN. NM■ NN ■ NI.N N1.N .. N■ NM■ N.M ■.N. NN■.... ■.MN N.N 0 _ .....N.MN.MNI.MNi.■NN■N.N...■. M•••••••••••M...•...M■ •..NMN..MM .N.■■....MM.MN.MM..M.....NM.M M.N.. N. MN..MM MN....MM.N.M.. 1 = • ...M ............... M.N MM■.NN...N ....■MM■MM.M.■•...N ...0 MN• N■.. NMi.NM.MN■...NMM■NI.N 2 _ M...NM.■MMMN.MM■N.NN..■M.N .MN N..■ ■.N. ■.M. N.N N•...aN.NM M..■NM. ■.N■ MM.MN■M..■.N.■..N. M..■NN...N.M...M.M MM...N..MM • 3 .MN NM. NN■ ■NMM.N NN. N.N... NI ...N M MNMM M M. ... ■.■■...... .. ■.. M. ■■N.M.NNMM.MM. N'. 4 _ ■NMNM..NNN■..N.N ...Y..M.NM..N..N•... M....N.. : ■■M■MN.M.M N.N ■MN.MMMM. MN■ ■N.■ N ■N M. 5 _ ... ..■.■M■N........N..M..•MI■NM■. N . N .. M.■MMMM NM .ommumm mmi . 6 M ...MM.......�..M.M.MNM.. _ C.N. M.M...______ ....dN • ....N _•.N.._.....N M... ....■ ■NN. M..MN. N.N ■..N NN...... 7 _ .N.■N■M■■M...■.....N.M.■N.N.N.. .NN.M.• N.N..M..MN.NN N.M. . N ■M M.N..... N.N MN. NIM. N... 8 _: - M.NMM ■M.N..M. ...1 .NMM..••..NN •••••.Np.NYNM• _— M.NN... ■M..M. N. ■ ■M.. ■.NN..M. Na ■■NN ■N .N■■........N.NM .. 9 _: M.NN..MNN. NN.M....NpN.M .M..w MIM ■.NNM...M.M Nl...■NN.NN N . _, M..■■■N.NMN .MNNN■MM■M... .NM ■..N.■ ■N .■M..M■■N■MNN• 0 _: N■N..M MN.MM■MM■..... Remarks: AS FYIie & I seuriates, h w.. P.O. SOX 8 • JACKSONVILLE. FLORIDA 32239 . , 904 -733 -0960 86 -1252 ! �j ff Order No 0 j . - ,. LOG OF BORING AS Di rect Sales - 1480 Mayport Road Boring No. Project Client C . S. Barber Boring Location See Field Exploration Plan Date 9/10/R6 Sheet 1 of 1 _ Drill No. Port . F.rjn i p _ Driller C _ Youn g Ground Water Depth 4.0' Time/DrillingDate 9 /1 /R6 Length of Casing Set Assistant Tlanforrh Drill Rod Size 4 " Dia. Auger Casing Size Drill Mud Dia. Bit Size Boring Begun 9/3/86 Boring Completed 9 /3 /Rt Ground Elevation Datum 1 J DEPTH a STANDARD PENETRATION TEST BLOWS /FT. z I cc N co M DESCRIPTION Blows per foot on 2" O D Sampler a FEET with 140 lb. hammer falling 30" z z w o o o2 oo _ — 0 10 20 30 40 50 60 70 80 c v • - ..... Light Gray Fine SAND MW■ •••M•ONONMEM■WMOMWNWN••••N. 1 - g Y WMMNM•OWNW■N•N•N.• ■NN■■■■■■ ■■ ■� 1 ••.M ■MN••N•..NM sumo •NN•• ••••Moans 2 — _ BOOB ■ ■ ■ ■ ■•••N• MEMO MMW WMMMMMMM•M•••• 2 BOO B■ N■■ M ■ ■ ■ ■• ■ ■ ■......M■■ ■ ■O ■ ■. ■• ■ ■ ■■. II BOOB ■ ■ ■ /M ■ ■ ■MMM•■MWMW ■ ■MM ■•••••••MEMOIR • PM SWUM MINIM W NM •M MM AI M EN E M MEllen •I • 1 ■O . • 3 — - •N nom. max Dark Gray Slightly Silty Fine ■■ ■N N •:.NiWW; W ;p „p; 3 OMMNEN ■ ■NN■N ■NM ■ ■ ■ ■ ■ ■M MONO 1111•••• q _ SAND With Organics ■OWNM N•BN ■•N•N ■•M•••NNM•• ■■.N ■• ■■■ NN ■ ■ ■ ■• ■ ■• ■ ■ ■ ■• ■ ■ ■OO OMEN MINIM EMMM. ■•M ■NM ■NN ■ ■ ■ ■ ■ ■N■■■ ■ ■N• / ■N■.■ ■N - M•WNNMMMMMMI WN■W•••NN.N••N.N _ 5 _ — Dark Brown Fine SAND With Some •■ N•••N• ■N■• ■ ■N•■ ■.••N ■•• ■•N ■M■.• ■ ..■•NN•NN.•.■..NN•N■.•• ■•NNN• - N•••N•N•NMNN•■N••N•M•■M••.■•• _ Roots & Trace of Organics .N1..N■NN■N■...■.■■■•Y■N.m... 4 •M•■■ N■.N ■••N ••.••••••••• •■ ••••NN■•• ■ ■ ■•NN ■• ■N ■NN■■■•■ ■••■• g NM•N.NNN.N■W..•N.•N•••M••.• _ NN•M ■MN•■NN ■•M ■N.NMN• ■.■N •••••••••••••••••••••••••••••••••••••••••••• Mum = AUGER BORING TERMINATED ■ ummila N.■NN■ ■ ■ ■ ■. ■..•.. ■•■.•■■ ■• _ ■ MNN •NN■■■■• ■•■••■• ■••■ ■■■•N• ■•N■ N•e••NN••N E ■ ■N•N.•. •••N•NN••M•• — 7 — mmMomi NL.NMmmmnim N.N.NNN ■..NI. .. - NE•WM••• ■M••N■WNIN• ••••N•••■N _ M ■••N ■N N ■N N. ■MN• ■N• '- . NI••..N••NN• ■••• ■N ■• ■NNNN... ■.■ — B — N••N•••••••••••••••••••••■• - •••• ■N■■ ■■■•■■••N■••■••. ■N■•1•�•■ME� —' •••N•NMN ■NNN•••••• M•NNN••N.■ — — N ■••NWNNN■• ■ ■•■•• Mang ■NN SOUS MM. - 0 NN••N...NN••NN WN •OW.MMOM W W. - - ••••• •ON• ■ ■N••NM•••••N ■NUMW N ■N••■•• OMN•N••••W WO W.•.O.NN ON•••N•■ WOMB' ••• NN•N•M•MN•••N ■•••••• ••N•NM 1 _ •N•••M•N•MM•MM•MNM••N.M•••••N NN•••M•• ■ ■N ■••N WNNN ■••MN ■NM• -- — •NM•MN•N•MNN••NN••N••NNN••• MOOMOMMMM WMOMMMEOBMM•EMMMMMEMMMM. L. 2 _ M ■MN■MN'•• ■MN■MN■•M■• MUM ■■NU - •••MN• •••••MM•• •••• MUM MM. •••• — — ••O•.•NN.M•M•• • . M • NM I • •• • ii � i.•N. • • L. 3 _ r. •■.NM ■ ■■•.■•.N• •UM.M - - M•NNIWMNWNWN USS MINIM — NWNMN ■■■NW ■ ■BONN ■M■• ■NM. •1•1111I• N•• • N•M N ■N ONN •W NN NMI M•N ■ W ■N - 4 MW ■ MNNIM ■ NEW ■ NI•.■MNW - - WMN ••MN WN �. ••••••••••••••••••••••••••••10••••••••••••••••••• _ W N•M••WEEWOMM•M W■•MNM•MW WNNN. - 5 •/M• ■N■■■ W MMW MPNMM ■■ NMM. W M■NMN■ ..W■•■WN■ N W N NN■ •■MB ■MOWN••• ••••••••••••110 NN• WN■ ■N•••■•MYW 2.1 UM. — — ••••••••••■NNMO••N■N■N••WWN■- MOMM•MMMMNI• IM MW..M• ■•M ■NMM• • •••••••••••••••••••• 11111 •••••• 11 1N1•111•11•111•1••••••••1114 - - ■■M••MM•M■••■••■■••N•NN••N...N. •M•• MODEM •••11•1•1111•11 NEMO MOWN MN■ •N W MM.WNN•NM•WNNWNNWNNM.N•M - 8 __ ■■■NN■■■■W■MW■••■MWM •NN. M.NN■MNI.■. M....MN.N.•.■■■. - - • .M•NN W• MNN • NINNN• •NN ••M - 1 — — „� •OWN■NN•••N •111111111111•111•1114 9 — NMN■NM•BM•NN• WN••N•N•NNN•N YN......N1.N. •■...■N1.■■.■.....■. .- - N•N•NM•NN• •M•.N WN.N••••• OEM.• •N MNN■ M W MUM �M . ••M � MM•N■••MM.NN• I I _ O -- _ op __ MMMNI■ YMoMN. • Remarks: A6 RECORD OF TEST PITS Direct Sales - 1480 Mayport Road Atlantic Beach, Florida E &A Order No. 86 -1252 Test Pit No. Depth, Ft. Soil Description TP -1 0.0 - 2.0 Gray Fine SAND With Some Large Roots 2.0 - 2.5 Dark Brown Slightly Silty Fine SAND With Roots & Organics 2.5 - 4.0 Brown Fine SAND T.P.T.# TP-2 0.0 - 1.5 Gray Fine SAND With Some Large Roots 1.5 - 2.5 Dark Brown Slightly Silty Fine SAND With Small Roots & Organics 2.5 - 5.0 Brown Fine SAND T.P.T. TP -3 0.0 - 1.75 Gray Fine SAND With Some Large Roots 1.75 - 2.0 Dark Brown Slightly Silty Fine SAND With Organics 2.0 - 4.0 Dark Brown Fine SAND T.P.T. TP-4 0.0 - 2.0 Gray Fine SAND With Some Large Roots 2.0 - 3.0 Dark Brown Slightly Silty Fine SAND With Some Small Roots & Organics 3.0 - 4.0 Brown Fine SAND T.P.T. *T.P.T. - Test Pit Terminated A7 FIELD EXPLORATION PROCEDURES Auger Borings The auger borings were performed manually by the use of a post -hole auger and in general accordance with ASTM D 1452 -80 "Soil Investigation and Sampling by Auger Borings ". Representative samples of the soils brought to the ground surface by the augering process were placed in glass jars, sealed, and transported to our laboratory where they were examined by our engineer to verify the driller's field classification. Test Pit Excavations Test pits, having a width of about 3 feet, were excavated to depths of approximately 4.0 by the use of a tractor- mounted backhoe. The test pit excavations allowed our technician to visually observe the subsurface conditions within the depth of excavation, and thus to estimate the extent, composition and character of the near surface organic materials existing at the site. A8 SUMMARY OF LABORATORY TEST DATA Direct Sales - 1480 Mayport Road Atlantic Beach, Florida E &A Order No. 86 -1252 Boring/ Sample Fines Organics Sample No. Depth, Ft. Content, % Content, A1/3 3.0 - 4.0 7.0 8.1 A1/4 4.5 - 5.5 3.7 3.8 A2/4 5.0 - 6.0 5.6 5.4 A3/3 3.0 - 4.0 7.3 10.4 A4/3 3.0 - 4.0 4.8 8.6 A5/3 3.0 - 4.0 6.0 6.2 Percent Fines Content The percent fines or material passing the No. 200 mesh sieve of the sample tested was determined in general accordance with ASTM D 1140. The percent fines are the soil particles in the silt and clay size range. Organic Loss on Ignition (Percent Organics) The organic loss on ignition or percent organic material in the sample tested was determined in general accordance with AASHTO T 267 -80. The percent organics is the material, expressed as a percentage, which is burned off in a muffle furnance at 445 +10 degrees Celcius. A9 ∎- KEY TO SOIL CLASSIFICATION DESCRIPTION OF COMPACTNESS OR CONSISTENCY IN RELATION TO STANDARD PENETRATION RESISTANCE COARSE GRAINED SOILS FINE GRAINED SOILS (SANDS AND GRAVELS) (SILTS AND CLAYS) N -VALUE COMPACTNESS N -VALUE CONSISTENCY 0- 4 VERY LOOSE 0- 2 VERY SOFT 5 -10 LOOSE 3- 4 SOFT 11 - MEDIUM COMPACT 5- 8 MEDIUM STiFF 31 - COMPACT 9 - STIFF 51 and 16 -30 VERY STIFF Greater VERY COMPACT 31 -50 HARD 51 and Greater VERY HARD DESCRIPTION OF SOIL COMPOSITION (UNIFIED SOIL CLASSIFICATION SYSTEM) Laboratory Classification Criteria Group Major Division Symbol Finer than Soil Description 200 Sieve Supplementary Requirements Coarse- grained Gravelly GW 0 -5* D60/D10 greater than 4, Well- graded gravels, sandy gravels (over 50% by soils (over D30 (D60 x D10) between 1 8 3 weight coarser half of GP 0 -5* Not meeting above gradation for GW Gap - graded or uniform gravels, sandy than No. 200 coarse gravels sieve) fraction GM 12 or more* PI less than 4 or below A -line Silty gravels, silty sandy gravels larger GC 12 or more* PI over 7 and above A -line Clayey gravels, clayey sandy gravels than No. 4 Sandy soils SW 0 -5* D60 /010 greater than 4, Well- graded sands, gravelly sands (over half 030 / (D60 x D10) between 1 8 3 of coarse SP 0 -5* Not meeting above gradation Gap - graded or uniform sands, gravelly fraction requirements sands finer than SM 12 or more* PI less than 4 or below A -line Silty sands, silty gravelly sands No. 4) SC 12 or more* PI over 7 and above A -line Clayey sands, clayey gravelly sands Fine - grained Low can- ML Plasticity chart Silts, very fine sands, silty or clayey (over 505 by presslbility fine sands, micaceous silts weight finer (liquid CL Plasticity chart Low plasticity clays, sandy or silty clays than No. 200 limit less OL Plasticity chart, organic odor or color Organic silts and clays of low plasticity sieve) than 50) High com- MH Plasticity chart Micaceous silts, diatomaceous silts, pressibility volcanic ash (liquid CH Plasticity chart Highly plastic clays and sandy clays limit more OH Plasticity chart, organic odor or color Organic silts and clays of high plasticity than 50) Soils with fibrous Pt Fibrous organic matter; will char, burn, or glow Peat, sandy beats, and clayey peat organic matter r *For soils having 5 to 12 percent oassing the No. 200 sieve, use a dual symbol such as GW -GC. * *Table 2:5 (p. 73) of Sowers 8 Sowers, INTROD. SOIL MECH. & FOUND., THIRD EDITION. SOIL DESCRIPTION MODIFIERS PERCENT FINES CONTENT MODIFIER 5 TO 12% FINES SLIGHTLY SILTY OR CLAYEY 13 TO 30% FINES SiLTY OR CLAYEY 31 TO 50% FiNES VERY SILTY OR CLAYEY 1 Alp CITY OF 0 �� — C 'Waauc i eacfi - 4,lo ida / Office of Building Official P QO'f 98 REQUEST FOR INS CT N 6 a 398 �/ ` 0 ' 7 Date p — l � 1 d � ` " rmit No. � `-' ( ` Time A.M. Received P.M. j, Job Address Owner's — /r .k `i Name / � ontra ctr � �/ B 11 1 NG ' CONCRiTE 6LECIBlUA1/ PLUMBIN T MECHANICAL Framing Footing ❑ Rough Wiring Rough Air Cond. & ❑ Re Roofing Slab E] Temp Pole El Top Out Heating Insulation El Lintel El Final ❑ Sewer ❑ Fire Place ❑ Pre Fab READY FOR INSPECTION A.M. Mon. Tues. Wed. Thurs. // Inspection Made Z ""`_ de, Inspector t_ , /'- -di Final Inspection CI L/ Certificate of Occupancy ❑ Date � ./ LA Nic .a. n ot c ORIOP NOTICE OF ADDITIONS or CORRECTIONS DO NOT REMOVE JOB ADDRESS / DATE iz , l i .r-z- id THIS JOB AS NOT BEEN COMP LETED The following additions or corrections shall be made before the job will be accepted 'ice.:/ �.��~ MAW d fps try We $15.00 REINSPECT FEE It is unlawful for any Carpenter, Contractor, Builder or of persons, to cover or cause to be covered, any her with flooring, lath, earth or other material, until the propeer work inspector has had ample time to approve the installation. After additions or corrections have been made, call 247 -5826, Building Depart- ment for an inspection. Field Inspectors are in the office from 8:00 a.m. to 5:00 p.m. Monday through Friday. ilittftill11 CITY OF 4Ilas,r i Beach - I /auda Office of Building Official �Q . " / REQUEST FOR INSPECTION Date 3 r6 / / Time Ai — Permit No. ___ C9 l�� Received ` / A. �(aci' di Job Address Owner's / _ Locality Name /,,, / (�. / ' 4. <_ ILDING Contractor 5. L CONCRETE ELECTRICAL Li, Footin PLUMBING MECHANICAL e oofing [ Slab g 111 Rough Wiring ❑ Rough Ineu -oo 0 Tem Pole E Ae Cond. & Lintel ❑ Final r Top Out HeatPl ❑ Sewer ❑ Fire Place E READY FOR INSPECTION Pre Fab Mon. Tues. Wed. Thurs. A.M. Friday P.M. Inspection Made - / -# ' A.M. • � y�f RM. : Final Inspection El i � Inspector r. {/_ 3 / Certificate of Occupancy ❑ C7 7C ' [� j � Date r CITY OF 24I /3 _ 1 1 , f Office of Building Official / �' r REQUEST FOR INSPECTION 6 Date ` / ` Time Received? �' Permit No. a - 0 Job Address �GZ 6cLG� Owner's 1 Name rte - , ,�,i Locality BUILDING CONCRETE Contractor -X PLUMBING �Lf I j4 Framing ELECTRICAL G f MECHANICAL " C J Re Hoofing D Footing G Insulation Slab Rough Wiring Cond. & 0 Lintel D Temp pole Rough ❑ Final ❑ Top Out 0 Air trod & 10 Sewer 0 Heating READY FOR INSPE Fire Place El Mon. INSPECTION Fire Fab Tues. )4417// Wed. Inspection Made Thurs. Friday A.M. J `� -' A.M. M. Inspector P.M. Final Inspection ❑ / Certificate of O 9i- c1, l Occupancy C (- L 1l` Date 000698 . DEPARTMENT OF BUILDING CITY OF ATLANTIC BEACH _, PERMIT INFORMATION n._. Number : 698 ..,.. , ... _,. LOCATION INFORMATION -- w � - - .:.... Address: 1420 MAYPt. RT ROAD Pir'a ;it Type: BUILDING ATLANTIC BEACH, FLORIDA 32' Class of Work: ADDITION Constr. Type: STEEL - LEGAL DESCRIPTION ._.. L:�t. 1-6 Block: Sect lout H Proposed Use OTHER Plat Book: Page: 0 Subdivision a MANDALAY SUBDIVISION Estimated ted Value a $20280.00 _ - OWNER INFORMATION — :Traprov. Coat : $0.00 Name: ATLANTIC TIRE COMPANY Total Fees: $6474.05 Adds yea: 1 420 TIAY.PORT ROAD Amount ,°'PaAid 4$6474.05 ATLANTIC BEACH, FLORIDA 32233 Da ,y {1` w . "s ; t-�- — �,.s Phone: S 904 )246-6341 Work Deittg. 40011tON OF TWO STALL CAR WASH n.._ I* � . 3 _ . _. _ ...._ rY A 'PL TCATIoN S t PEAINI i �r• $94.05 P Gi{ �* -. a S h a f =�. 1 WATER IMPACT FEE $80.00 Jackson , ' 4 achy 'I orida 32240 SEWER If $6300. 00 WATER 1.1 E '>r#i *0 # " t ' , 5• '14011014 "GA'l - 'ft.IsT.`` so. A — RADON GAS - 5Y. *0. I WATER TAP $0.00 S TAP *0.00 ;. HYDRAULIC: SHARE: Wit. 00 RE-INSPECT .FEE se. 00 I:NGINEERI O 00.00 OTHER r NOTES: NOTICE — ALL CONCRETE FORMS AND FOOTINGS MUST BE INSPECTED BEFORE POURING PERMIT VOID SIX MONTHS AFTER DATE OF ISSUE BUILDING MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE, AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER. "FAILURE TO COMPLY WITH THE MECHANICS' LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS." ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. ATLAj TIC BE erff BUILDING DEPARTMENT Address /'4176 Heated Square Footage @ $ per sq ft = $ Garage /Shed S ' Carport /Porch @ $ per sq ft = $ Deck @$ per sgft =$ Patio @ $ per sq ft = $ TOTAL VALUATION: $ A:), E To Valuation 1st $ �s L� Remain /3 er Valuation $ . , 50per thousand or portion thereof Total Building Fee $ 62. ADDITIONAL PERMITS and /or EKES REQUIRED + 2 Filing Fee $ S Mechanical Fireplaces @ 15.00 $ Plumb ing BUILDING PERMIT FEE $ ` s E lectric /New Electric/Temp Septic Tank BUILDING PERMIT $ t � Well WATER METER CHARGE $ Swimming Pool SEWER IMPACT $ � h`' MI Sign WATER IMPACT FEE $ $`t�► f`' 14ater Connection MISCELLANEOUS $ '8ewer Connection $ 41a ttr-Me T- $ Elevation Certificate y 7 �,i S GRAND TOTAL DUE $ n CALCULATIONS and /or NOTES ... •-. htf,.. 1 . Niiii ..., . , 'Ocl..• , zozac eppou .9 RPPoLi I° 't ,, ., , : '.:-...' .r„, .,,• 1 31VVii isVolieN uotun ittif ,,,...,. • • , .. ' 1,. >-i..fOr:4-'.-.. i • r- .... S ' -; . - . ,?4,1,.." ' • . - - EIV11A /.." /Pe; / — ' ..- r - ----%. — Ayr - ii. -- . , ' i if r /1 ,- • , ...iv r - .... i di i J . ‘•:''' :1 -'' , , , . ,' ,:•:`. t ,_,: f .50.,,y:, '''. ,1 . , ' -t. .• ' . . '.•-•. ' 4 , .4 k - AO 1:130:10 ° T..: 7,- • i 4-,•.. ‘,..; _ C • - h i g3 z $ , ■ ' ';' i &?'.`"& .;' ' ' 1 ' '. C' '‘.• ' ' ' • , . • Z -4-6/ ' L .)/ '''''. 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CO 3 .... ■■••• • 4 ..I ••• +1/ Vil 'NJ 0 r" . . . 1 • . _ PLANS REVIEW CHECK LIST Address 2 (2q,2„71 2e4,_ Owner (242-„.e,,: 4c. eo. Legal Description F6 Contractor -1 L !1-44) e .29- License Number _ License on File NO Section 24-101 * Zoning Regulations Zoning District ZiV6r7 Proposed Use 6 Required Lot Size .- Actual Lot Size -- Setbacks Required Provided Section 24-17 ( front 2.-d e7 (I LOT INTERIOR LOT rear side-1 /0 " ..---- ' Flood Zone , / Required Elevation V side-2 Max. Height Allowed . ,,,.?S -- -- D " Proposed Height /6 -4 Section 24-82 * Minimum Lot Coverage Required Heated Area le Proposed Area - Section 24-161 * Offstreet Par ing Number Spaces Required ,g 4 Spaces Provided b/li Section 24-82 * Duplicate Buildings -2_!) there a similar building within 500' of proposed building?YES NO Utilities Water and sewer service is to be provided by: Buccaneer Utilities City of Atlantic Beach Utilities Private Source SEPTIC TANK WELL Plans Reviewed by: Date Building Permit # ISSUED DENIED • 1 - ST. JOHNS RIVER Henry Dean, Executive Director WATER Mildred G. Horton, Deputy Executive Director • ` MANAGEMENT DISTRICT POST OFFICE BOX 1429 • PALATKA, FLORIDA 32078-1429 9041328.8321 JUNE 27, 1986 BAHRAM VENUS 824 WATERMAN S JACKSONVILLE, FL 32207 RE: Permit #42- 031 -0044 DEAR SIR: Enclosed is your Stormwater Discharge permit as authorized by the staff of the St. Johns River Water Management District on June 27, 1986. Permit issuance does not relieve you from the responsibility of obtaining permits from any federal, state, and /or local agencies asserting concurrent jurisdiction for this work. In the event you sell your property, the permit will be transferred to the new owner, if we are notified by you within ninety days of the sale. Please assist us in this matter so as to maintain a valid permit for the new property owner. The permit enclosed is a legal document and should be kept with your other important documents. The attached Completion Report should be filled in and returned to us within thirty days after the work i completed. By so doing, you will enable us to schedule a prompt inspection of the permitted activity. Thank you fo your cooperation and if this office can be of any further assistance to you, please do not hesitate to contact us. Sincerely, • -n se T. e • I ` or Division of Record. DTK:kw Enclosures: Permit with Completion Report Notice of Rights cc: District Permit File FRANK J. HOLAS RALPH E. SIMMONS JIM T. SWANN LYNNE CAPEHART JOHN L MINTON Chairman • Fernandina Beach Vice Chairman - Cocoa Secretary - Gainesville Treasurer • Vero Beach IDWAL H. OWEN, JR. FRANCES S. PIGNONE KELLEY R. SMITH, JR. SAM L. SWETT SAUNDRA H GRAY Jacksonville Orlando Palatka Jacksonville DeBary R \ ST. JOHNS RIVER WATER MANAGEMENT DISTRICT Post Office Box 1429 Palatka, Florida 32078 -1429 ' . -- 3 ' - ' DATE ISSUED ' :` :r PERMIT NO , • A PERMIT AUTHORIZING: • • r.1.4 l..Ot4JTiaa5..3 _. » +r) =_ -J : L ti.. .,,..' U_ . .f: .0 a , > ;�A . ... C. .. . .+ .. , ��,. ,. . _ . . . .. _.. ., _ . .r � . - ri ,.. ;. ..' .,, i .Yt SALES � tt .: >11Lt L'� — � {1r +...a .t. 1.Y ..i'�. _. :1 .,�... 1 t..l .. ::IT':.!, -).r .. L� w. .`..L. , .� �.J ...._, i�a': .' 'J.`1 L_..:.3 3 (S3 l ^1.r T .b a:,.! 01i J ii i'a .i. .:) , J. J d U . LOCATION: 1, tU, s ;e. 2 :.1 .)...t1 . „k .'.a 2 L:, L.,i.. DUVAL COUNTY ISSUED TO: (owner) . ,i ` r1 Ar1 P.f.'i. 0. J LC XS .):. ;:V IL :_3.L. , 21J 3 2 2 3 Permittee agrees to hold and save the St. Johns River Water Management District and its successors harmless from any and all damages, claims, or liabilities which may arise from permit issuance. Said application, including all plans and specifica- tions attached thereto, is by reference made a part hereof. This permit does not convey to permittee any property rights nor any rights or privileges other than those specified herein, nor relieve the permittee from complying with any law, regulation or requirement affecting the rights of other bodies or agencies. All structures and works installed by permittee hereunder shall remain the property of the permittee. This Permit may be revoked, modified or transferred at any time pursuant to the appropriate provisions of Chapter 373, Florida Statutes: PERMIT IS CONDITIONED UPON: ALL . :. 'i'.. .' 1 .. ...,. c..0 .i.: SID :9..r JiC._., L1 tJ _t. :.. .L ll .., v.. .,• „. .,,, ..) ,r.��, _ .. L L. ... . ..' s i• t t .) +)r. ,: ! ,..1.'.. t1' 3u !) 1Z'' l„).)__( I:.,_ 1 .,:1i i+.) . AUTHORIZED BY: St. Johns River Water Management District • Department of Resource Management Governing Board By: �-,Z)2/ `> '.7�/szi.. �"4:- ,_.,:, . - By; ([director) t ( Assistant- Secretary).__ Lead Engineer Standard Printing & Office Supply, Inc. NOTICE OF RIGHTS 1. A party whose substantial interests are determined has the right to request an administrative hearing by filing a written petition with the St. Johns River Water Management District (District) within 14 days of receipt of notice of the District's intent to grant or deny a permit application by mailing it to the District or by presenting the written petition at the District Governing Board meeting in which action is proposed to be taken regarding the application, whichever is later. { 2. A party whose substantial interests are determined has the right to request an administrative hearing by filing a written petition within 21 days of receipt of notice of final District action on a permit application, if the Governing Board took action inconsistent with the notice of intent to grant or deny the permit application, or if that substantially interested party did not receive notice of the District's intent to grant or deny the permit application. _ 3. A substantially interested party has the right to a formal administrative hearing pursuant to Section 120.57(1), Florida Statutes, where there is a dispute between the District and the party regarding an issue of material fact. A petition for a formal hearing must comply with the requirements set forth in Section 28- 5.201, Florida Administrative Code, and Section 40C -1.11, Florida Administrative Code. 4. A substantially interested party has the right to an informal hearing pursuant to Section 120.57(2), Florida Statutes, where no material facts are in dispute. A petition for an informal hearing must comply with the requirements set forth in Section 40C -1.11, Florida Administrative Code. 5. Filing of a petition for an administrative hearing occurs upon delivery at the District headquarters or when the petition, properly addressed and stamped, is postmarked. 6. Failure to file a petition for an administrative hearing within the requisite time frame shall constitute a waiver of the right to an administrative hearing. 7. The right to an administrative hearing and the relevant procedures to be followed are governed by Chapter 120, Florida Statutes, and Chapters 40C -1 and 28 -5, Florida Administrative Code. 8. Any substantially affected person who claims that final action of the District constitutes an unconstitutional taking of property without just compensation may seek review of the action in circuit court pursuant to Section 373.617, Florida Statutes, and the Florida Rules of Civil Procedures, by filing an action within 90 days of the rendering of the final District action. 9. Pursuant to Section 120.68, Florida Statutes, a party who is adversely affected by final District action may seek review of the action in the district court of appeal by filing a notice of appeal pursuant to Fla. R.App.P. 9.110 within 30 days of the rendering of the final District action. 10. A party to the proceeding who claims that a District order is inconsistent with the provisions and purposes of Chapter 373, Florida Statutes, may seek review of the order pursuant to Section 373.114, Florida Statutes, by the Land and Water Adjudicatory Commission (Commission) by filing a request for review with the Commission and serving a copy on the Department of Environmental Regulation and any person named in the order within 20 days of the rendering of the District order. However, if the order to be reviewed is determined by the Commission within 60 days after receipt of the request for review to be of statewide or regional significance, the Commission may accept a request for review within 30 days of the rendering of the order. 11. A District action or order is considered "rendered" after it is signed by the Chairman of the Governing Board on behalf of the District and is filed by the District Clerk. 12. Failure to observe the relevant time frames for filing a petition for judicial review as described in paragraphs #8 and #9 or for Commission review as described in paragraph #10 will result in waiver of that right to review. CERTIFICATE OF SERVICE I HEREBY CERTIFY that a copy of the foregoing Notice of Rights has been furnished by U.S. Mail to Bahram Venus 824 Waterman S Jacks? vi 1.1e , FI, ?2207 r at • U � r �-' this c ' day of -: -'{ C 19 u Dannise Kemp, Director Division of Records St. Johns Water Management District Post Office Box 1429 Palatka, FL 32078 -1429 (904) 328 -8321 4 Florida Department of Transportation Thomas Drawdy BOB GRAHAM _ xyA Ol7�'4l l GOVERNOR J SECRETARY Post Office Box 6884 Jacksonville, Florida 32236 August 25, 1986 Mr. Frank J. Holes 12467 Toucan Drive Jacksonville, Florida 32217 Re: Section 72230 State Road 101 Driveway Connection Permit Number 2JD5496 Dear Mr. Holas: This will acknowledge your request on behalf of your client Bahram Venus to make a driveway connection on State Road 101 at Mile Post 0.668 in Duval County. Bahram Venus Direct Sales is hereby granted permission to construct one (1) 24 foot wide driveway connection as shown on the enclosed approved plan, our drive- way specifications and standard index 515. This permit is issued with the understanding that construction shall be performed by a Department approved contractor in accordance with DOT specifications and all cost of construction shall be borne by the applicant. During construction all safety regulations of the Department shall be observed in accordance with the Department's Manuel on Traffic Control and Safe Practices for Street and Highway Construction, Maintenance and Utility Operations. The applicant is required to notify my office at (904) 786 -2510, within 10 days after completion of project so that a final inspection can be conducted. Please request your contractor to contact my office at 838 Ellis Road, Jacksonville, Florida 32236, (904) 786 -2510, twenty -four (24) hours prior to commencing con- struction in order that I may arrange for the necessary inspection and advise him of maintenance of traffic requirements. Sincerely, D. H. Dru y, Jr. Assistant Maintenance Engineer DHD :t 4 FORM 592-01 STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION 11-93 DRIVEWAY PERMIT Permit (class II Commercial Permit No. 2JD5496 ■ ►a I s u 1 121g. -1 SATs) ?` --z-t w d C evmaii e1) 5' • L (Name of Applicant) (flailing Address) __ k' u i . 3% 9?PS (City) (State) (Telephone No.) hereinafter termed the applicant requests permission for the construction of a driveway(s) on Department of Transportation right -of -way at the location: . 72230 Duval State Road No. 101 Section No. County Mile Post No.. 0.668 Const. Job No. Sta. No. Geographical Description 16 `Q' emety 7 (e0 in the following manner: or as shown on the attached sketch and in accordance with special provisions on reverse side. The driveway(s) will be constructed in accordance with regulations adopted by the Department of Transportation and covered in its "Driveway Regulation Manual ". The applicant, for himself. his heirs, his assigns and successors in interest, binds and obligates himself to save and hold the State of Florida, its agencies and subdivisions harmless from any and all damages, claims or injuries caused in whole or in part by applicant that may occur by reason of this construction, said facility or its continuing existence. The applicant binds and obligates himself to conform to the above description and attached sketch and to abide by the driveway regulations stated above. If legal action is required because of noncompliance with provisions specified, the applicant will be responsible for all casts of legal action, i.e., court costs attorney fees, etc. This permit is here accepted and its proions agreed to this day of If this application is st ted by a repr •sentative ofthe-- applicant, then a letter of authorization from the applicant must be attached. T r l�� . / Signed ��df1t C/4i11 �c *WITNESSED B�„- ,r-- (Applicant) (Signature) Z 4 ti -/ I) 4,, 222 LvctTe'md/i i& 3 (Mailing Address) (flailing Address) (City) (State) (Zip) (City (State) (Zip) The above requested has been reviewed and has been found to meet the regulations as prescribed and is hereby approved Department of T isportation Date of Approval a /mss f icZ, BY: a Completion Date TITLE: Assistant a' tenance Engineer Copies: Original to applicant 1. Mate Maintenance Engineer 2. District Engineer 3. Maintenance Engineer r \ ,===, I 1 CHIEF INDUSTRIES, INC. • P 0 Box 2078 Old West Highway x30 Grand Island. Nebraska 68802 -2078 Phone 308/382 -882 October 15, 1986 CO34620 Gentlemen: Please accept this letter as certification that the 40' x 220' x 14' Rigid Frame building which Chief Industries, Inc., will furnish to Agri Building Co. Albuquer New Me xico, for Mr. Bahram Venus Jacksonville, Florida has been designed for the following loads: 20 PSF Live Load 4 PSF Dead Load 110 MPH Wind Load 1982 Southern Building Code Seismic Zone 1 The design of structural steel members is in accordance with the provisions of the AISC "Specification for the Design, Fabrication and Erection of Structural Steel for Buildings ". The design of light gauge steel members is in accordance with the provisions of the AISI "Specification for the Design of Cold- Formed Steel Structural Members ". The design of primary and secondary members is in accordance with the provisions of the MBMA "Recommended Design Practices Manual ". Welding design and fabrication is in accordance with the AISC's Specifications and the American Welding Society's "Code for Welding in Building Construction ". ��`•W ":,P;,N,gN % Very truly yours, I . , 9 : Chief Industries, Inc. c No. 21938 ,½ V 2 1PQ')( / n • • STr1T� OF k-cm,„.s_0, Chander P. Nangi , P.E. •: ��,� •.�cC RttcM e\ <,Cv „ Chief Engineer • +Srii TWX: 910 629 3713 CHIEF IND GRID • CABLE: CHIEF GRAND ISLAND NEBRASKA USA 1 �L•u 1 -; i ri i .'.R COLUMNS L.-• - ' r ,... ` f v '� 2,1 K 2_S K ` � ! . K 111 {{{ ` 0.1 +•- --•.� +� y_ V o oa t - ai ' "rot { 1 ., • COL. 1.. 1NESUSI • REACTION I ! 220 t t • I 225 -Ot 2 r C 20' 0 2O• -0 20 20' 0 0 • l ` I I I I ( ! I I s 3 r s - r .� r 3 . : y • III = ,IO,- fi I 8*� = I .. • BP =B X 8 8 to U it ." - d..:. i } 0-- 5 I-- -1 4' BP 8 X 10 • . 1 2 t 1 e°I 1BP =8 X80. _� A ' �ir files r -a �' ;_� =, ! . 1 .. -,; T t; .--4.-- t • ♦ e - . < 3j as < I IL • o < � . 1 7 e < L o. ` t:; 0 0 ° 0 ° 0 O O O • ANC` • i REFERENCE NOTES I. "OLIMN FGGTiNGS AND PIERS MUST BE DESIGNED TO - 6. OMIT CONCRETE NOTCH Al ALL FRED AM OPENINGS THAT 13. ALL OENSi3.S ARE IN ;NCHLS UNLESS OTHEF WITHSTAND HORIZONTAL AND VERTICAL REACTiONS AS EXTEND TC FLOOR LEVEL AS SH3VN CN ANCHOR 6011 1IARK£D. I:7 SH ^WN 06 THE ANCHOR BOLT PLAN. C HIEF N DUSTRIES IS PLAN 660 D E T AILS• :161 RESPONSIBLE FOR DESIGN OF CONCRETE F OU N DA T I ON. 11• ALL DRAWINGS ARE NOT TO SCALE• CHIEF INDUSTRIES RECOM'IE THAT IHE SERV I C ES OF A 7 . ALL ELEVAT D ARE TAKEN FROM 9C'TOM ;,F A CUALIFI£D DESIGN ENGINEER IS 087 I i ED B T THE FRAME COLUMN B PLATE. BASE CF.CCLUMV ;S AT CCNIRAC1ORlBUILOER TO D£51CN THE 701 F F.L£VAT10N 100' -O'• THE INDICATED REACTION ENDWALL POST REACTI6IIS 8. 9 01 T P ROJECTI ONS ARE RECOMMENCED MINi7U,'S EASED 06 NOT SHUN. SHALL SE DETERMINED FROM T SPECIFIED THE BASE PLAT F EARING DiREC'.1 06 THE CONCRETE LIVE LOAD. WIND LOAD. SEISMIC LOAD AN ANT OTHER FIER. IF THE BASE PLATE S TO 3EAR ON GROUT. THE AFPLICA81E AuxILIAR7 LOADS.... - B OLT PRCJECTICN BT BE INCRE:.SED ACCORDIYGIT. 2. CONCRETE CONTRACTOR IS RESPONSIBLE FOR MAIN- • 9. ANCHOR 6OLT DESIGN •S BASED ON SHEAR. 7765104. AND TAIN.NG CONCRETE SOuARE. LEVEL. AND ACCORDING COMBINED TENSION AND SHEAR. CHIEF INDUSTRIES. INC. TO THE ANCHOR BOLT SETTING PLAN.. - ". IS NOT RESPONSIBLE FOR ANCHOR 3017 512E RECCnMEu - 3. ALL ANCHOR BOLTS INCLUDING MOTS AND MASHERS 706 ATION5 WHEN THE ANCHOR Sal C :I:F:GI.RAfl3N PLACES !X SAYE ARE 007 FURNISHED 8r CHIEF. S IN A 8666195 ^. E BOLT 1790£. WHEN 1XE CC1unv 845E 4. ASCHBR BOLT MATERIAL SHALL 60670RM TO ASTM A307 P TE BEARS ON GROUT. THE fO A. TAAC CR 6U R C i;LJER C OR EDUAt. FCUNDA7 ;0N ENGINEER SHALL INYESTICATE BENDIV 5. REACTIONS ARE GIVEN 7N KJP$ r! KIP lOOO THE ANCIIVI BASE LIS A A SHEAR Y .. : +cr AD£cuArE 19 BENDL Ad �Bi TyE p X E • T IB 1ER. Design Calculations for: Mr. Bahram Venus Jacksonville, FL Dealer: Agri Building Company 1..V 4 , 1 —L ?AK 1 S R 1fTL A"T\ C 13t_e J , lllllll ,,,��ER P. N 4 N% -- .-�P . ..p o' V C G F • L • No. 21938 e • ▪ STATE OF • . • j 43 = , F C, ,• .--•= - - LCc('_/?7;nnJl / BY /3`l S (y? 1/,../t/ _.! DATE C_ ?r , . / C Y..So/∎l ✓l �_ L / (L. CHIEF INDUSTRIES, INC. OE%L GrP . r/ (0 r L0 / / / f, C' . JOB NO. • CO3`7.4 ICJ • I SHT. / OF /O I REV.._ • BUILDING DESCRIPTION DESIGN CRITERIA TYPE F (1) STEEL CONSTRUCTION WIDTH 442 /- 0 1/ (2) A.1.S.I. COLD FORMED 1 ' / LENGTH 210 -0 STEEL DESIGN MANUAL BAYS // @ Zo e v (3) M.B.M.A. METAL BLDG. SYSTEMS MANUAL • /_ // EAVE HT. /5 ROOF SLOPE DESIGN LOADS LIVE LOAD 2-0 PSF /,.1.;:/ //,‘• / F4 /,; WIND LOAD /60 f22/P1 =l?S F DEAD LOAD 4 PSF • PSF PSF Dr5/&A.2 C /-?LCuc /4 7 /',,)J / , BY /YI /'YJrl 6 Af /k'f % !/F, ✓' �_� DATE ? '"2- MF1110EFez.1,7L-- �ACYSOnI /ILLS / (_=- CHIEF INDUSTRIES, INC. 11 ,q6067 1-- i , i. i /A /(' Cf • JOB NO. C0•4716' ZO . I SHT. / OF /C I REV. — • BUILDING DESCRIPTION DESIGN CRITERIA TYPE (1) STEEL CONSTRUCTION WIDTH itc2 -0 , • (2) A.I.S.I. COLD FORMED LENGTH DLO o " STEEL DESIGN MANUAL BAYS // @ 2o ' - o // (3) M.B.M.A. METAL BLDG. • • SYSTEMS MANUAL EAVE HT. /5 // • 'L / -0 (7) SOC,7 < /cx ILO /A/ ROOF SLOPE //Z DESIGN LOADS LIVE LOAD Z PSF co/ % /'ifv7 /1/('/ g FOvc7ion/J WIND LOAD /90 g2f / =PS DEAD LOAD LI PSF • PSF PSF Z / C � CHIEF INDUSTRIES, INC. P 0 Box 2 Old west Highwnv •3c G■aho Island Nebraska 68802 -20 Phone 308 382 -8820 August 20, 1986 CO34620 Gentlemen: Please accept this letter as certification that the 40' x 220' x 14' Rigid Frame building which Chief Industries, Inc., will furnish to Agri - Building, Albuquerque, New Mexico, for Mr. Bahram Venus, Jacksonville, Florida, has been designed for the following Toads: 20 PSF Live Load 4 PSF Dead, Load 100 MPH Wind Load 1982 Southern Building Code Seismic Zone 1 The design of structural steel members is in accordance with the provisions of the AISC "Specification for the Design, Fabrication and Erection of Structural Steel for Buildings ". The design of light gauge steel members is in accordance with the provisions of the AISI "Specification for the Design of Cold- Formed Steel Structural Members ". The design of primary and secondary members is in accordance with the provisions of the MBMA "Recommended Design Practices Manual ". Welding design and fabrication is in accordance with the AISC's Specifications and the American Welding Society's "Code for Welding in Building Construction ". t. `°' " " "'• Very truly yours, ,!?'• • a l IFIC ; Chief Industries, Inc. • No. 21938 driWo STATE OF • Chander P. Nangla, P.E. . Chief Engineer 000 ER ED E ',, ,,, ,,,!:116 ,,,, TWX: 910 629 3713 CHIEF IND GRID • CABLE: CHIEF GRAND ISLAND NEBRASKA USA ____-_ _ _-______ ' --- -� O( , ' // ~~ ` BY / Z D- y �{� DATE '- �*w'� � " CHIEF INDUSTRIES, INC. .. � | JOB NO. { S*7. 3 O /0 |nEu—_, Rigid Frame Joint Notation used in the Computer Calculations S 3 .8 — `~`~� 4 2-~-- - 1 5 1 4 7 9 RFM FRAMES & TB FRAMES 3 3 2 2�---------- 1 4 1 TBLT-2 FRAMES TBLT-1 FRAMES Panel Selection BY yy) DATE ci • (71j) C4i E r CHIEF INDUSTRIES. INC. /! JOB NO. ( 471 7( 1 SHT. 7 OF / REV._, Sidewall and Endwall ?Ca Gage Chief Building Panel c9O Ksi Yield 7 Ft. Panel Span . Z Span Condition 2 Z psf Wind Load Allowable Load 1.33 x = 34. psf Allowable Load Greater than Applied Load, Therefore Panel is OK. Roof Gage Chief Building Panel fO Ksi Yield Ft. Panel Span .X Span Condition 20 psf Live Load Allowable Load 4L3.5 psf Allowable Load Greater than Applied Load, Therefore Panel is OK. Panel Load Table BY 010-C E . 11.1.1.1. DATE f 20 - G'lY r CHIEF INOUSTRIES, INC. /t J013 NO. C-- SHT.__ S OF /0 IREV.__ • 26 Gauge CHIEF Standard ( "CS ") and Architectural Building Panel ( "AP ") Pressure or Suction Loading (80 ksi Yield Stress) MAXIMUM SAFE SUPERIMPOSED LOAD IN PSF • S = Span Length in Feet . 5 =3.0 5 =3.5 S =4.0 S =4.5 S=5.0 S =5.5 S =6.0 S =6.5 S =7.0 S =7.5 S =8.0 S =8.5 Simple Span Condition 145.2 106.4 81.2 64.0 51.6 42.5 35.5 30.1 25.8 22.4 19.6 17.2 100.5 63.3 42.4 29.8 21.7 16.3 12.6 9.9 7.9 • 6.4 • 5.3 4.4 2 -Span Condition 145.2 106.4 81.2 64.0 51.6 42.5 35.5 30..1 25.8 22.4 19.6 17.2 242.0 152.4 • 102.1 71.7 52.3 39.3 • 30.2 23.8 19.0 15.5 12.8 10.6 3 -Span Condition 181.7 133.2 101.8 80.2 64.8 53.4 44.7 37.9 32.6 28.2 24.7 21.8 189.6 119.4 80.0 56.2 40.9 30.8 23.7 18.6 14,9 12.1 10.0 8.3 4 -Span Condition 169.6 124.3 95.0 74.8 60.4 49.8 41.6 35.3 30.3 26.3 23.0 20.3 201.2 126.7 84.9. 59.6 43.5 j 32.7 25.2 19.8 15.8 12.9 10.6 8.8 1. Top values based on bending. Bottom values based on allowable deflection of 1.1180. For L1240 maximum deflection, multiply tabulated values by 0.667. For L/360 maximum deflection, multiply tabulated values by 0.500. m /,6"LV / 1 9-1-4OcdA 8 Le 2. For wind loading, multiply tabulated values by 1.333. ce Lec.r'o.✓ 424D ev ,Sa fo2 L/ /20 • MAXIMUM SPAN (FT) IN BENDING AND DEFLECTION /, FL- 6 0A/ ,L /4 l /TjOJ/Jti PER GIVEN LIVE LOAD (PSF) (c P4,4./64. 10.0 ' 12.0 15.0 16.0 20.0 25.0 30..0 35.0 40.0 50.0 60.0 70.0 Simple Span Condition 10.94 10.06 9.07 8.80 7.91 7.11 6.51 6.05 5.66 5.08 4.64 4.30 6.47 6.09 5.65 5.53. 5.14 4.77 4.49 4.26 4.08 3.79 3.56 3.38 2 -Span Condition 10.94 10.06 .9.07 8.80 7.91 7.11 6.51 •6.05 5.66 5.08 4.64 4.30 8.68 8.16 7.58 7.42 6.89 6.39 6.02 5.71 5.47 5.07 4.77 4.54 3 -Span Condition • 12.23 11.25 10.14 9.84 8.85 7.95 7.28 6.76 6.33 5.68 5.19 4.81, 8.00 7.53 6.99 6.84 6.35 5.89 5.55 5.27 5.04 4.68 4.40 4.18 4 -Span Condition 11.81 10.87 9.80 9.50 8.55 7.68 7.04 6.53 6.12 5.49 5.02 4.65 8.16 7.68 7.13 6.98 6.48 6.01 5.66 5.37 5.14 4.77 4.49 4.27 PANEL STRUCTURAL PROPERTIES • Major Rib Flat Width = 0.7480 in. Major Rib Total Depth = 1.1260 in. Major Rib Step Width = 0.3120 in. Major Rib Step Depth = 0.1880 in. Minor Rib Flat Width = 0.7470 in. Minor Rib Depth = 0.1790 In. Horizontal Angles (Arc Tan) of Major Web Step Web Minor Web . 1.00000 1.00000 0.90389 Top Flat in Bending, 1X= 0.03562 in. SX= 0.04111 in. F =48.00 ksl Top Flat in Deflection, IX= 0.03720 In. Bottom Flat in Bending, 1X= 0.02736 in. SX= 0.05844 in. F =34.01 ksl • Bottom Flat in Deflection, IX= 0.03103 in. Galvanized Metal Thickness = 0.02170 in. Base Metal Thickness = 0.01980 In. , 11\ al (00 L_____._ F ---- 7 .4 0 p n O 1 4 V' n C 1 L G i Ch N ° v o A 2 y K N sr p w C. ' X •\ 41 N O co H _ 0 N n C o V VI E p P. u U t N 1 [ O O 1 10 1 O D G y 1 n .y ry VI 1 \ \ \\ N H 41 7 O 3 • GI G n I ,. ■•4 n o O • � a w 0. U CO U w 1 G V A F a O G a N N a :. " L 0 u .-1 r= . u b u w -4 -a 1. ; ! 1 • • u W C v x j r � O v . • r ' /� c y �l w O. O n I O -• .� .r • N NY 0 0 F17.1 U G R.. . \, 11 .4......s .1 F' M w U .0 0 I ��•�t,� i a w t _ uU o I 1 I 1 O. O 0 r 0 O. -+ j 3 0. O 0 N . or .n .0 m d 1 C.fi U1 O 4 01 x N. N a l f N CC - 0.. 0 N I4 • G.._7 I 0. 3 4 4 4 rn • . -1 .4 O. 1 i al OW N G t n u • N o o -: z'. • 0 04 • w' o� � O . 0. i . 1 � .J _ I — N •. 0 O .-. E. ••—• .. 0 G G E I 3 . 0 — oo g • H O 0'I I 0 u u -41 I z V 1 : r C 0 U • .�i C. '3 •1 / H N W {.1 -.1 G • 0 N JY. I • ro . ._.44 ' 0.S u N F -- O . • M a 7• • ' .-. N 4 H 1 n N U z • Q . tJ - I u i� CJ • wa 1 _ o to 1 3 • • � ( N .7 A - wx h4 1:1\ UX I `' .00� Q i! i nWM r N \} tr Q n7 . II 1 il r W .. i n � ii - - -- BY ht O S Y- DATE o - 20 �ij D z q , c.:za:a l � g • CHIEF INDUSTRIES. INC. JOB NO. ( 622 1 SHT. � OF /0 1 REV. _ WIND BRACING RODS SW Panel SW • Point Purlins . #2 A Purlins . Main Frame . • 1 1 Rod Rod 00# #1 #1 Eave Redundant \---Eave Strut Strut Rods • EW ♦ I I Main Frame Or Rafter Beam Roof Rod Placement Direction Of Wind Top View 4--- Redundant Rod Main Frame pv Main Frame Direction Of Wind Or Post & Beam Rod #2 The above drawings are a schematic representation Sidewall Rod Placement of the wind bracing rods. Actual placement of rods in a particular bay and number of purlins and girts is not factual. 5/ /- 2 0 r (r: 2.0 1./ _ . Z Z Z /( /1.1 //44 0 4E7 fllogrnnro %WS, -■■• ) ' . 2/2../ 9 p7/c. 4_ c)/ y= 1/<j) 0- O /1 / 6,t € Cf? 0 /4- 7-7 (I 002X/i i 7 1/4")(2,0) 7L. /. o ?. 7z -/f7i .)0-c)(/. 3. 4 74) ki 5/.4 1 6(4/6'64 -'/ ; CAi/A-'// CP V.( Z (74i / 7 4/‘ i:////(. /A/e_7 ((I (037)(p/ 4,Z. 7' 4 /0)(2;40) 7 4- (/), C?„ co 9)040( qb /()( 1 /5 - . , 7 6 ) 926 )( /- vzA V = 7 f e(///t) 0//,=/(--- • • CI .0 I••• N or, 0.• N .4 ...• N ■•••I CD /5)/50 . " : A H M A a N: 0 Y. 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F'1PAMlO.I.. a Pn 00 GC.00 U 0 • • • • C 00 0 V 00 0000 00[70 LL U.:,OOGO r2 0.- 00.-0000000 •- = y rNOO rPY Jr ` 4.644.14.14.6- PA 0hNN ^ hNM rr 6-n 0 N.00AN N.rP' j �"`a • • MC N v • aG sOn •-• v h 40.- hn a AJNhN 3, • • • v .-. -706- 0."... a v A a 4 a Y A N M M J M N r ' n r% P a N M Q •1 A• V D•. n G n. G O .4 N F i 7-0.0.30.0.3.0.0.3.0.0 N 7-07-.70.0'37-'3'0'0 I... 7-0.0.30.0.3.0.0.3.0.0 1 ^+ 7- UGJ • C au4AAA Y •-. 6- r 7- C G Oa44` aLK AA AY LC 1 Y. .- •- H 6- r .•• r _ ^ .- r .- r p� ..... A V i 1 MCI N 4 •i so. k 1 ` --1.. ..y ¢ � - 1 . I ec J. 1 _ I u r. -:- . - tj f I / m I ...] 1 • I. i +) q � Q + I ' L a 1 L a o 1 CHIEF INDUSTRIES INC. WEST OLD HWY 30 GRAND ISLAND, NE PAGE NO. - 1 AGRI 3UILDING CO. JOB NO. CO34620 PAGE INDEX FOR COMPUTER CALCULATIONS DATE 26 MATERIAL REPORT PAGE - 2 GIRT DESIGN CHART . . . . PAGE - 3 CABLE BRACING DESIGN . . . . PAGE - 4 FRAME DESIGN SUMMARY PAGE - 5 40' RF 12/100 14/20 1/12 RIGID FRAME DESIGN PAGE F - 7 ENOWALL DESIGN PAGE E - 17 PURLIN DESIGN PAGE P - 21 SIDEWALL GIRT DESIGN PAGE G - 28 ENDWALL GIRT DESIGN PAGE G - 31 WIND BRACING DESIGN PAGE W - 34 CHIEF INDUSTRIES INC. WEST OLD HWY 30 GRAND ISLAND. NE PAGE NO. - 2 AGRI BUILDING CO. JOB NO. CO34620 MATERIAL REPORT DATE 26 MATERIAL SPECIFICATIONS The following is a list of the different materials used in this building. included are ASTM Specifications, yield strength and design stress. ASTM YIELD Max. Allowable Designation Stress Tensile Stress Plate A570 7/32" and less Grade 50 50 ksi 30 ksi 1/4" and greater A572 Grade 50 50 ksi 30 ksi C-Section 4570 Grade 50 50 ksi 30 ksi Wind Bracing Cable 4475 Extra High Strength N/A NIA Grade Paneling 4446 Grade E 80 ksi 48 ksi Structural Bolts 4325 35 ksi 44 ksi Allowable stresses are figured in accordance with Section 1.5 of "Specifi cation for the Design, Fabrication. and Erection of Structural Steel for Building" (1980 - 3th edition) or Section 3 of "Specification for the Design of Cold-Formed Steel Structural Members" (1980 ed.). CHIEF INDUSTRIES INC. WEST OLD HWY 30 GRAND ISLAND. NE PAGE NO. - 3 AGRI BUILDING CO. JOB NO. CO34620 GIRT DESIGN CHART DATE 26- AUG-86 GIRT ALLOWABLE LOAD TABLE CEE - SECTIONS 716 714 712 816 814 812 1014 1012 SPANS 15 159 188 254 196 233 321 331 477 16 140 165 223 172 205 282 291 420 17 124 146 198 152 181 250 257 372 18 110 130 177 136 162 223 230 332 19 99 117 158 122 145 200 206 298 20 39 106 143 110 131 181 186 269 21 31 96 130 100 119 164 169 244 22 74 87 118 91 108 149 154 222 23 - -- - -- - -- 33 99 137 141 203 24 - -- - -- - -- 76 91 125 129 186 25 --- --- --- 70 84 116 119 172 26 --- --- - -- 65 77 107 110 159 27 - -- - -- - -- - -- - -- - -- 102 147 28 - -- - -- - -- - -- - -- - -- 95 137 29 - -- - -- - -- - -- - -- - -- 89 128 30 - -- - -- - -- - -- - -- --- 83 114 Table is based on: AISI Cold Form Steel Design Manual Fy = 50 ksi Fbr <= 30 ksi Deflection L/120 *Allowables are not increased for wind CHIEFINDUSTRIES INC. WEST OLD HWY 30 GRAND ISLAND, NE PAGE NO. - 4 AGRI BUILDING CO. JOB NO. 0034620 CABLE BRACING DESIGN CHART DATE 26 -86 CABLE BRACING LOAD CAPACITIES Breaking Working Eyebolt Eyebolt Strand Size Strength Strength Size Force + + 1/4" 6.65 k 1 3.33 k I 1/2" 4.26 k + + + + 3/3" 15.40 k 7.70 k 5/8" I 6.78 k + + + + 1/2" 26.90 k 1 13.45 k I 7/8" 13.85 k + + (1) Breaking Strength - Values from ASTM A475 for extra high strength strand. (2) Working Strength - Calculated from the Breaking Strength 2.0 for a Safety Factor. (3) Eyebolt Force - Based on 50 ksi minimum yield threaded parts: page 4-3, AISC 7th edition. CHIEF INDUSTRIES INC. WEST OLD HWY 30 GRAND ISLAND. NE PAGE NO. - 5 AGRI BUILDING CO. JOB NO. CO34620 FRAME DESIGN SUMMARY DATE 26 AUG FRAME DESIGN AND OUTPUT SUMMARY A. General The frame is designed as a fully rigid jointed plane frame (two-dimensional force analysis) with pin supports at the base of the exterior columns. interior columns (when applicable) are designed based on pins at both ends. Frames with only one exterior column are also designed based on pins at both ends of the rafter beam. Column and rafter beam axial support is provided by the girts or purlins. Inside compression flange lateral support is provided at the designated locations by flange braces connected between the member inside flange and the girt or purlin. B. Analysis The frame is analyzed using a stiffness matrix method with nonprismatic member stiffness properties. The joint deflections and member cross sectional forces for all loading cases are calculated and are used in the stress analysis. Bending. axial. and shear stress analysis are based on AISC Specifications. The bending and axial load combined stress ratio is normally held between 0.95 and 1.05. C. Loads The following load combinations where they apply are used depending on the building code; DL + LL OL + WL OL + 0.5 LL + WL DL + LL + 0.5 WL DL + 0.5 WL + CRANE DL + 0.5 LL + CRANE DL + SEISMIC The live load is applied on the horizontal projection. The wind load is applied on the frame in accordance with the Metal Building Manufacturers Association specified wind pressure distribution. (NAVFAC DM-2 Criteria) or as required by specific code applications. Full simultaneous loading (DL + LL + WL) is a special combination and is considered only for specific code applications. D. Bolting Plate Design Bolting plate thickness is obtained from plate bending stress analysis re- sulting from a modified McGuire Method 8 force analysis using the beam tension flange force and the bolt pitch as plate span. The plate bending stress is limited to 75% of the yield stress per Section 1.5.1.4.3 of AISC Specifications. CHIEF INDUSTRIES INC. WEST OLD HWY 30 GRAND ISLAND, NE PAGE NO., - 6 AGRI BUILDING CO. JOB NO. 0034620 FRAME DESIGN SUMMARY DATE 26-AUG-86 FRAME DESIGN AND OUTPUT SUMMARY D. (Continued) The diameter of tension bolts immediately above and below the beam tension flange is obtained from tensile stress produced by tension flange force on four A325 structural bolts. The effect of plate prying action on the tension bolts is analyzed by modified McGuire prying action method. The allowable bolt tension stress is set at 44 ksi per ASTM A325. The remainder of the bolt pattern layout results from bolt force analysis based on bean bending moment and modified McGuire Method 8 force analysis. Shear transfer between plates is based on a bearing type shear connection. Bolt shear is taken as average bolt shear throughout the bolt pattern as produced by beam shear divided by total number of bolts in the connection. All bolt stress values are in accordance with AISC Specifications for ASTM A325 bolts in tension, shear, and combined tension and shear. E. Output Output consist of seven reports. They are: 1. Dimensions and Properities 2. Forces, Moments and Stresses 3. Deflections and Rotations 4. Anchor Bolts and Conections 5. Flange Brace Locations 6. Weld Summary 7. Design Summary Based on the size and type of frame to be analyzed, some reports are not printed. The reports are self-explanatory with the exception of joints and sections. Joints are located at the base and top of exterior and interior columns (when applicable) and where the roof slope changes. Joint numbers start at the base of the left exterior column. Sections occur between joints, with a maximum of 4 sections allowed between joints. Web thickness and flange width and thickness are constant within a section. CHIEF INDUSTRIES INC. WEST OLD HWY 30 GRAND ISLAND' NE PAGE NO. F - 7 FRAME DESIGN DATA JOB NO. CO34620A 40' RF 12/100 14/20 1/12 MDS DATE 8-21-86 CONFIGURATION (SYMMETRIC FRAME) BUILDING WIDTH = 40.00 FT. NUMBER OF SPANS = 1 SPAN WIDTHS = 40.00 DESIGN BAY SIZE = 20.00 FT. LEFT EAVE HEIGHT = 14.00 FT. RIGHT EAVE HEIGHT = 14.00 FT. LEFT COLUMN SLOPE (R/12) = 0.00 LEFT RAFTER SLOPE (R/12) = 1.00 RIGHT RAFTER SLOPE (R/12) = 1.00 RIGHT COLUMN SLOPE (R/12) = 0.00 GIRT DEPTH = 1.00 IN. PURLIN DEPTH 7.00 IN. STEEL YIELD: PLATES = AS GIVEN IN PLATE FILE CHANNELS = AS GIVEN IN PLATE FILE PIPE COLUMNS = AS GIVEN IN PLATE FILE LOADINGS DEAD LOAD = 2.000 PSF (Dead Load of Rigid Frame is calculated internally) LIVE LOAD = 12.000 0 SF WIND LOAD = 20.000 PSF LOAD CONDITIONS ... LOAD CONDITION 1 = DEAD + LIVE LOAD LOAD CONDITION 2 = DL + WLL LOAD CONDITION 3 = DL + 1/2LL + WLL LOAD CONDITION 4 = DL + 1/2WLL + LL LOAD CONDITION 5 = DL + WLR LOAD CONDITION 6 = DL + 1/2LL + WLR LOAD CONDITION 7 = DL + 1/2WLR + LL CHIEF INDUSTRIES INC. WEST OLD HWY 30 GRAND ISLANDS NE PAGE NO. F - 8 FRAME REACTIONS REPORT JOB NO. CO34620A 40' RF 12/100 14/20 1/12 MDS DATE 8-21-86 LOAD CONDITION 1 - DEAD + LIVE LOAD VERTICAL HORIZONTAL MOMENT JOINT REACTION REACTION REACTION NUMBER (KIPS) (KIPS) (KIP-FT) 1 5.964 2.728 0.000 2 3 4 5 5.964 -2.728 0.000 LOAD CONDITION 2 - OL + WLL VERTICAL HORIZONTAL MOMENT JOINT REACTION REACTION REACTION NUMBER (KIPS) (KIPS) (KIP -FT) 1 -7.464 -6.886 0.000 2 3 4 5 -4.209 -0.228 0.000 LOAD CONDITION 3 - OL + 1 /2LL + WLL VERTICAL HORIZONTAL MOMENT JOINT REACTION REACTION REACTION NUMBER (KIPS) (KIPS) ( KIP-FT) 1 -5.064 -5.763 0.000 2 3 4 5 -1.809 -1.350 0.000 LOAD CONDITION 4 - DL + 1 /2WLL + LL VERTICAL HORIZONTAL MOMENT JOINT REACTION REACTION REACTION NUMBER (KIPS) (KIPS) (KIP-FT) 1 1.650 -0.956 0.000 2 3 4 5 3.278 -2.600 0.000 CHIEF INDUSTRIES INC. WEST OLD HWY 30 GRAND ISLANDS NE PAGE NO. F - 9 FRAME REACTIONS REPORT JOB NO. CO34620A 40' RF 12/100 14/20 1/12 MDS DATE 8 -21-86 LOAD CONDITION 5 - DL + WLR VERTICAL HORIZONTAL MOMENT JOINT REACTION REACTION REACTION NUMBER (KIPS) (KIPS) (KIP-FT) 1 - 4.209 0.223 0.000 2 3 4 5 -7.464 6.886 0.000 LOAD CONDITION 6 - DL + 1 /2LL + WLR VERTICAL HORIZONTAL MOMENT JOINT REACTION REACTION REACTION NUMBER (KIPS) (KIPS) (KIP -FT) 1 - 1.809 1.350 0.000 2 3 4 5 - 5.064 5.763 0.000 LOAD CONDITION 7 - DL + 1 /2WLR + LL VERTICAL HORIZONTAL MOMENT JOINT REACTION REACTION REACTION NUMBER (KIPS) (KIPS) (KIP-FT) 1 3.278 2.600 0.000 2 3 4 5 1.650 0.956 0.000 CHIEF INDUSTRIES INC. WEST OLD H'WY 30 GRAND ISLANDS NE PAGE NO. F - 10 DESIGN SUMMARY REPORT JOB NO. CO34620A 40' RF 12/100 14/20 1/12 MDS DATE 8 -21-86 MEMBER NO. 1- 2 LENGTH 12.85 FT MEMBER ANGLE 88.64 DEG WEIGHT 144. LB SECT LENGTH START END OUTSIDE WEB INSIDE COMB. AT LOAD NO (FT) DEPTH DEPTH FLANGE THICK FLANGE RATIO DIST COND 1 12.27 8.00 15.00 5.0 X 3/16 1/8 5.0 X 3/16 0.986 11.4 2 (CONTROLLING ACTIONS) AXIAL -ALLOW STRESSES- --MAXIMUM STRESSES-- -UNITY CHECK - SECT FORCE MOMENT FA FB0 FBI AXIAL F80 FBI - COMPONENTS - NO (KIP) (KIP -FT) (KSI) (KSI) (KSI) (KSI) (KSI) (KSI) FA FB0 FBI 1 -7.66 53.79 40.0 38.1 40.0 -2.10 37.32 -37.32 0.05 0.98 0.93 MEMBER NO. 2- 3 LENGTH 19.37 FT MEMBER ANGLE 5.50 DEG WEIGHT 220. LB SECT LENGTH START END OUTSIDE WEB INSIDE COMB. AT LOAD NO (FT) DEPTH DEPTH FLANGE THICK FLANGE RATIO DIST COND 1 8.81 15.00 12.19 5.0 X 3/16 1/8 5.0 X 3/16 0.906 0.6 2 2 10.00 12.19 9.00 5.0 X 3/16 1/8 5.0 X 3/16 0.807 16.9 5 (CONTROLLING ACTIONS) AXIAL -ALLOW STRESSES- -- MAXIMUM STRESSES-- -UNITY CHECK - SECT FORCE MOMENT FA FB0 FBI AXIAL FB0 FBI - COMPONENTS - NO (KIP) (KIP-FT) (KSI) (KSI) (KSI) (KSI) (KSI) (KSI) FA FB0 FBI 1 -3.13 53.27 40.0 40.0 40.0 -0.85 35.40 -35.40 0.02 0.89 0.89 2 -3.00 -18.67 40.0 40.0 26.2 -0.98 -21.11 21.11 0.02 0.53 0.81 MEMBER NO. 4- 3 LENGTH 19.37 FT MEMBER ANGLE 174.50 DEG WEIGHT 220. LB SECT LENGTH START END OUTSIDE WEB INSIDE COMB. AT LOAD NO (FT) DEPTH DEPTH FLANGE THICK FLANGE RATIO DIST COND 1 8.31 15.00 12.19 5.0 X 3/16 1/8 5.0 X 3/16 0.906 0.6 5 2 10.00 12.19 9.00 5.0 X 3/16 1/8 5.0 X 3/16 0.807 16.9 2 (CONTROLLING ACTIONS) AXIAL -ALLOW STRESSES- --MAXIMUM STRESSES-- -UNITY CHECK - SECT FORCE MOMENT FA FBO FBI AXIAL FB0 FBI - COMPONENTS - NO (KIP) (KIP -FT) (KSI) (KSI) (KSI) (KSI) (KSI) (KSI) FA FBO FBI 1 -3.13 53.27 40.0 40.0 40.0 -0.85 35.40 - 35.40 0.02 0.89 0.89 2 -3.00 -18.67 40.0 40.0 26.2 -0.98 -21.11 21.11 0.02 0.53 0.81 CHIEF INDUSTRIES INC. WEST OLD HWY 30 GRAND ISLANDS NE PAGE NO. F - 11 DESIGN SUMMARY REPORT JOB NO. 00346204 40' RF 12/100 14/20 1/12 MDS DATE 8 -21 -86 MEMBER NO. 5- 4 LENGTH 12.85 FT MEMBER ANGLE 91.36 DEG WEIGHT 144. LB SECT LENGTH START END OUTSIDE WEB INSIDE COMB. AT LOAD NO (FT) DEPTH DEPTH FLANGE THICK FLANGE RATIO DIST COND 1 12.27 8.00 15.00 5.0 X 3/16 1/8 5.0 X 3/16 0.986 11.4 5 (CONTROLLING ACTIONS) AXIAL -ALLOW STRESSES- --MAXIMUM STRESSES -UNITY CHECK - SECT FORCE MOMENT FA FB0 FBI AXIAL F30 FBI - COMPONENTS - NO (KIP) (KIP-FT) (KSI) (KSI) (KSI) (KSI) (KSI) (KSI) FA F80 FBI 1 -7.66 53.79 40.0 38.1 40.0 -2.10 37.32 - 37.32 0.05 0.93 0.q3 TOTAL FRAME WEIGHT IS 727. LBS. • CHIEF INDUSTRIES INC. WEST OLD HWY 30 GRAND ISLAND. NE PAGE NO. F - 12 FLANGE BRACE REPORT JOB NO. CO34620A 40' RF 12/100 14/20 1/12 MDS DATE 8 -21 -86 COLUMN 1 - 2 GIRTS AT 7.17 X RAFTER 2 - 3 PURLIN AT 3.39 8.39 13.39 18.42 20.32 X X X X RAFTER 4 - 3 PURLIN AT 3.39 3.39 13.39 18.42 20.32 x x x x COLUMN 5 - 4 GIRTS AT 7.17 X CAVE STRUT FLANGE BRACE LEFT COLUMN NO RIGHT COLUMN NO CHIEF INDUSTRIES INC. WEST OLD HWY 30 GRAND ISLAND, NE PAGE NO. F - 13 WELD SUMMARY REPORT JOB NO. CO34620A 40' RF 12/100 14/20 1/12 MOS DATE 8 -21-86 Q = V X A X Y / I COLUMN 1- 2 SECTION 1 Q MAX = 6706. X 0.94 X 3.91 / 33.23 = 739.0 LSS /IN AT ANALYSIS POINT 1 WELD SIZE FOR THE SECTION = 0.1250 INCH, WELD ONE SIDE ONLY RAFTER 2- 3 SECTION 1 Q MAX = 7164. X 0.94 X 7.41 / 135.44 = 367.3 LBS /IN AT ANALYSIS POINT 110 WELD SIZE FOR THE SECTION =0.1250 INCH. WELD ONE SIDE ONLY RAFTER 2- 3 SECTION 2 Q MAX = 3964. X 0.94 X 6.00 / 84.72 = 263.2 LRS /IN AT ANALYSIS POINT 116 WELD SIZE FOR THE SECTION = 0.1250 INCH, WELD ONE SIDE ONLY RAFTER 4- 3 SECTION 1 Q MAX = 7164. x 0.94 X 7.41 / 135.44 = 367.3 L8S /IN AT ANALYSIS POINT 124 WELD SIZE FOR THE SECTION =0.1250 INCH, WELD ONE SIDE ONLY RAFTER 4- 3 SECTION 2 Q MAX = 3964. X 0.94 X 6.00 / 84.72 263.2 LBS /IN AT ANALYSIS POINT 130 WELD SIZE FOR THE SECTION = 0.1250 INCH, WELD ONE SIDE ONLY COLUMN 5- 4 SECTION 1 Q MAX = 6706. X 0.94 X 3.91 / 33.23 = 739.0 LBS /IN AT ANALYSIS POINT 5 WELD SIZE FOR THE SECTION =0.1250 INCH, WELD ONE SIDE ONLY CHIEF INDUSTRIES INC. WEST OLD HWY 30 GRAND ISLAND. NE PAGE NO. F - 14 CONNECTION REPORT JOB NO. CO34620A 40' RF 12/103 14/20 1/12 MDS DATE 8 -21 -86 CONNECTION DESIGN DATA FOR MEMBER 2- 3 AT DEPTH 1: KNEE SPLICE (1) SPLICE DEPTH: 15.0000 INCHES CONTROLLING ACTIONS POS MOMENT 39.96 FT -KIPS SPLICE DATA LEFT RIGHT AXIAL LOAD -2.35 KIPS SHEAR -5.37 KIPS SECTION DEPTH 15.0000 15.0000 LOAD CONDITION 2 OS FLANGE WIDTH 5.0000 5.0000 OS FLANGE THICK 0.1375 0.1875 NEG MOMENT - 30.34 FT-KIPS WEB THICKNESS 0.1250 0.1250 AXIAL LOAD 3.24 KIPS IS FLANGE WIDTH 5.0000 5.0000 SHEAR 5.17 KIPS IS FLANGE THICK 0.1875 0.1875 LOAD CONDITION 1 MAX SHEAR -5.37 KIPS AXIAL LOAD -2.35 KIPS MOMENT 39.96 FT-KIPS LOAD CONDITION 2 LENGTH - 17.813" DIAM. - 0.750" TOP ROWS 2 EDGE DIST TOP 1.250" WIDTH - 6.000" GAUGE - 3.500" 80T ROWS 1 EDGE DIST BOT 1.625" THICK - 0.500" PITCH - 2.750" CON TYPE 1 TOP PROJECTION 2.563" COPNER WEB THICKNESS - 0.125" WELD SIZE - 0.125" WELD 2 SIDES CONNECTION DESIGN DATA FOR MEMBER 2- 3 AT DEPTH 9: RIDGE SPICE (3) SPLICE DEPTH: 9.0000 INCHES CONTROLLING ACTIONS POS MOMENT 15.83 FT-KIPS SLICE DATA LEFT RIGHT AXIAL LOAD 2.72 KIPS SHEAR -0.26 KIPS SECTION DEPTH 9.0000 9.0000 LOAD CONDITION 1 OS FLANGE WIDTH 5.0000 5.0000 OS FLANGE THICK 0.1875 0.1175 NEG MOMENT -12.89 FT-KIPS WEB THICKNESS 0.1250 0.1250 AXIAL LOAD -2.34 KIPS IS FLANGE WIDTH 5.0000 5.0000 SHEAR -0.25 KIPS IS FLANGE THICK 0.1875 0.1875 LOAD CONDITION 2 MAX SHEAR 0.69 KIPS AXIAL LOAD -2.25 KIPS MOMENT -12.89 FT-KIPS LOAD CONDITION 5 LENGTH - 11.500 " DIAM. - 0.625" TOP ROWS 1 EDGE DIST TOP 1.500" WIDTH - 6.000" GAUGE - 3.500" SOT ROWS 2 EDGE DIST BOT 1.125" THICK - 0.375" PITCH - 2.500" CON TYPE 2 TOP PROJECTION 0.250" CHIEF INDUSTRIES INC. WEST OLD HWY 30 GRAND ISLAND. NE PAGE NO. F - 15 CONNECTION REPORT JOB NO. CO34620A ' 40' RF 12/100 14/20 1/12 MOS DATE 8 -21 -36 CONNECTION DESIGN DATA FOR MEMBER 4- 3 AT DEPTH 1: KNEE SPLICE (1) SPLICE DEPTH: 15.0000 INCHES CONTROLLING ACTIONS POS MOMENT 39.96 FT -KIPS SPLICE DATA LEFT RIGHT AXIAL LOAD -2.35 KIPS SHEAR -5.37 KIPS SECTION DEPTH 15.0000 15.0000 LOAD CONDITION 5 OS FLANGE WIDTH 5.0000 5.0000 OS FLANGE THICK 0.1875 0.1875 NEG MOMENT -30.34 FT -KIPS WEB THICKNESS 0.1250 0.1250 AXIAL LOAD 3.24 KIPS IS FLANGE WIDTH 5.0000 5.0000 SHEAR 5.17 KIPS IS FLANGE THICK 0.1375 0.1875 LOAD CONDITION 1 MAX SHEAR -5.37 KIPS AXIAL LOAD -2.35 KIPS MOMENT 39.96 FT-KIPS LOAD CONDITION 5 LENGTH - 17.313" DIAM. - 0.750" TOP ROWS 2 EDGE DIST TOP 1.250" WIDTH - 6.000" GAUGE - 3.500" BOT ROWS 1 EDGE DIST BOT 1.625" THICK - 0.500" PITCH - 2.750" CON TYPE 1 TOP PROJECTION 2.563" CORNER WEB THICKNESS - 0.125" WELD SIZE - 0.125" WELD 2 SIDES CONNECTION DESIGN DATA FOR MEMBER 4- 3 AT DEPTH 9: RIDGE SPICE (3) SPLICE DEPTH: 9.0000 INCHES CONTROLLING ACTIONS POS MOMENT 15.83 FT-KIPS SPLICE DATA LEFT RIGHT AXIAL LOAD 2.72 KIPS SHEAR - 0.26 KIPS SECTION DEPTH 9.0000 9.0000 LOAD CONDITION 1 OS FLANGE WIDTH 5.0000 5.0000 OS FLANGE THICK 0.1375 0.1875 NEG MOMENT -12.89 FT-KIPS WEB THICKNESS 0.1250 0.1250 AXIAL LOAD -2.34 KIPS IS FLANGE WIDTH 5.0000 5.0000 SHEAR -0.25 KIPS IS FLANGE THICK 0.1375 0.1875 LOAD CONDITION 5 MAX SHEAR 0.69 KIPS AXIAL LOAD -2.25 KIPS MOMENT -12.89 FT-KIPS LOAD CONDITION 2 LENGTH - 11.500" DIAM. - 0.625" TOP ROWS 1 EDGE DIST TOP 1.500" WIDTH - 6.000" GAUGE - 3.500" BOT ROWS 2 EDGE DIST BOT 1.125" THICK - 0.375" PITCH - 2.500" CON TYPE 2 TOP PROJECTION 0.250" CHIEF INDUSTRIES INC. WEST OLD HWY 30 GRAND ISLAND. NE PAGE NO. F - 16 ANCHOR BOLTS AND BASE PLATES JOB NO. CO34620A 40' RF 12/100 14/20 1/12 MDS DATE 8 -21-86 SUPPORT JOINT 1 -- EXTERIOR COLUMN CRITICAL REACTIONS LOAD CONDITION HORIZONTAL -6.89 KIPS 2 DOWNWARD 5.96 KIPS 1 UPWARD -7.46 KIPS 2 -6.89 KIPS ASSOCIATED SHEAR COLUMN BASE DETAILS COLUMN DEPTH - 8.0 IN OUTSIDE FLANGE - 5.0 X 0.1875 WEB THICKNESS- .125 IN INSIDE FLANGE - 5.0 X 0.1875 LENGTH - 8.000" DIAM. - 0.750" N0. BOLTS 2 OS PROJECTION 0.000" WIDTH - 6.000" GAUGE - 3.500" HOLE PAT. 1 WEB FILLET 0.125" THICK - 0.375" PITCH - 0.000" O5 EDGE 3.000" FLANGE FILLET 0.188" SUPPORT JOINT 5 -- EXTERIOR COLUMN CRITICAL REACTIONS LOAD CONDITION HORIZONTAL 6.39 KIPS 5 DOWNWARD 5.96 KIPS 1 UPWARD -7.46 KIPS 5 6.89 KIPS ASSOCIATED SHEAR COLUMN BASE DETAILS COLUMN DEPTH - 8.0 IN OUTSIDE FLANGE - 5.0 X 0.1875 WEB THICKNESS- .125 IN INSIDE FLANGE - 5.0 X 0.1875 LENGTH - 8.000" DIAM. - 0.750" NO. BOLTS 2 OS PROJECTION 0.000" WIDTH - 6.000" GAUGE - 3.500" HOLE PAT. 1 WEB FILLET 0.125" THICK - 0.375" PITCH - 0.00 0" OS EDGE 3.000" FLANGE FILLET 0.188" CHIEF INDUSTRIES INC. WEST OLD HWY 30 GRAND ISLANDS NE PAGE NO. E - 17 JOB NO. CO34620 ENDWALL DESIGN MOS DATE 21 ENDWALL DESIGN DATA LOADS: DEAD LOAD = 4.00 PSF LIVE LOAD = 20.00 PSF WINO LOAD = 20.00 PSF ENDWALL GEOMETRY: ENDWALL TYPE POST & BEAM LEFT EAVE HEIGHT 14.00 FEET RIGHT EAVE HEIGHT 14.00 FEET BUILDING WIDTH 40.00 FEET DISTANCE TO RIDGE 20.00 FEET LEFT ROOF SLOPE : 1.00/12. RIGHT ROOF SLOPE 1.00/12. SIDEWALL BAY SPACE : 20.00 FEET GABLE EXTENSION 0.00 FEET 2 ENDWALL SPACES (FT): 20.00 20.00 ENDWALL POST SIZES * * * POST * UNBRACED * POST * POST * POST DESCRIPTION * LENGTH * LENGTH * NUMBER * SIZE *DEPTH FLANGE WEB THK* (FT) * (FT) * 2 C 1014 10 3.5 X 14 GA. 14 GA. 15.08 7.00 CHIEF INDUSTRIFS INC. WEST OLD HWY 30 GRAND ISLANDS NE PAGE NO. E - 18 JOB N0. CO34620 ENDWALL DESIGN MOS DATE 21-AUG -86 ENDWALL POST DESIGN SUMMARY LOAD CONDITION : (DL + LL) * * HORZ * AXIAL * DESIGN * ACTUAL * ALLOW * ACTUAL * ALLOW * COMB POST * POST * REACT * LOAD * MOMENT * FA * FA * FBX * FBX *STRESS NUM * SIZE * (KIP) * (KIP) * (K -FT) * (KSI) * (KSI) * (KSI) * (KSI) * RATIO 2 C 1014 0.00 6.00 0.00 4.48 12.18 0.00 29.13 0.368 LOAD CONDITION : (OL + WL) * * HORZ * AXIAL * DESIGN * ACTUAL * ALLOW * ACTUAL * ALLOW * COMB POST * POST * REACT * LOAD * MOMENT * FA * FA * FBX * FBX *STRESS NUM * SIZE * (KIP) * (KIP) * (K-FT) * (KSI) * (KSI) * (KSI) * (KSI) * RATIO 2 C 1014 2.41 1.00 9.10 0.75 16.24 28.74 38.84 0.786 CHIEF INDUSTRIES INC. WEST OLD HWY 30 GRANO ISLANDS NE PAGE NO. E - 19 JOB NO. CO34620 ENDWALL DESIGN MOS GATE 21 -86 ENDWALL POST DESIGN SUMMARY LOAD CONDITION : (DL + LL /2 + WL) * * HORZ * AXIAL * DESIGN * ACTUAL * ALLOW * ACTUAL * ALLOW * COMB POST * POST * REACT * LOAD * MOMENT * FA * FA * FBX * FBX *STRESS NUM * SIZE * (KIP) * (KIP) * (K -FT) * (KSI) * (KSI) * (KSI) * (KSI) * RATIO 2 C 1014 2.41 3.50 9.10 2.61 16.24 28.74 38.84 0.922 LOAD CONDITION : (DL + LL + WL /2) * * HORZ * AXIAL * DESIGN * ACTUAL * ALLOW * ACTUAL * ALLOW * COMB POST * POST * REACT * LOAD * MOMENT * FA * FA * FBX * FBX *STRESS NUM * SIZE * (KIP) * (KIP) * ( K - FT) * (KSI) * (KSI) * (KSI) * (KSI) * RATIO 2 C 1014 1.21 6.00 4.55 4.48 16.24 14.37 33.84 0.664 CORNER POST DESIGN SUMMARY SELECTED BY STANDARD SELECTION PROCEDURE LEFT CORNER POST : C 714 RIGHT CORNER POST : C 714 CHIEF INDUSTRIES INC. WEST OLD HWY 30 GRAND ISLANDS NE PAGE NO. E - 20 JOB NO. CO34620 ENOWALL DESIGN MOS DATE 21 -86 ENOWALL RAFTER BEAM DESIGN SUMMARY RAFTER SIZE: 7" DEEP - 5.5" X 3/16" FLANGE - 1/8" WEB LOAD CONDITION: (OL + LL) UNIFORMLY DISTRIBUTED LOAD: 0.2400 KLF . * X-AXIS * Y -AXIS * UNSUPPORTED * ACTUAL * ALLOW * ACTUAL * ALLOW * COMB. JOINT* MOMENT * MOMENT * LENGTH * Fi3X * FBX * FBY * FBY * STRESS NUM * (K-FT) * (K-FT) * (FT) * (KSI) * (KSI) * (KSI) * (KSI) * RATIO 2 - 12.30 0.00 5.0000 20.07 28.85 0.00 28.85 0.695 0 6.75 0.00 5.0000 11.29 28.85 0.00 28.85 0.391 LOAD CONDITION: (DL + LL /2 + WL) UNIFORMLY DISTRIBUTED LOAD: 0.1400 KLF WIND LOAD: 20.00 PSF * X -AXIS * Y -AXIS * UNSUPPORTED * ACTUAL * ALLOW * ACTUAL * ALLOW * COMB. JOINT* MOMENT * MOMENT * LENGTH * FBX * FBX * FBY * FBY * STRESS NUM * (K -FT) * (K-FT) * (FT) * (KSI) * (KSI) * (KSI) * (KSI) * RATIO 2 -7.00 0.80 5.0000 11.71 38.47 5.10 38.47 0.437 0 3.94 0.00 5.0030 6.58 38.47 0.00 38.47 0.171 LOAD CONDITION: (DL + LL + WL /2) UNIFORMLY DISTRIBUTED LOAD: 0.2400 KLF WIND LOAD: 20.00 PSF * X -AXIS * Y -AXIS * UNSUPPORTED * ACTUAL * ALLOW * ACTUAL * ALLOW * COMB. JOINT* MOMENT * MOMENT * LENGTH * FaX * FBX * FBY * FBY * STRESS NUM * (K-FT) * (K-FT) * (FT) * (KSI) * (KSI) * (KSI) * (KSI) * RATIO 2 -12.00 0.40 5.0000 20.07 38.47 2.55 38.47 0.588 3 6.75 0.00 5.0000 11.29 38.47 0.00 38.47 0.293 NOTE: JOINT NUMBER ZERO INDICATES LOCATION OF MAXIMUM MID -BAY MOMENT. CHIEF INDUSTRIES INC. WEST OLD HWY 30 GRAND ISLANDS NE PAGE NO. P - 21 JOB NO. CO34620 PURLIN DESIGN MOS DATE 21 -86 DEAD LOAD + LIVE LOAD LIVE LOAD = 20.00 PSF DEAD LOAD = 1.00 PSF BAY BAY LOAD UNIFORM TRIAL LEFT RIGHT MAXIMUM DISTANCE DEFLECT NO. LENGTH WIDTH LOAD SECT. LAP LAP DEFLECT FROM LT, CHECK (FT) (FT) (KLF) (FT) (FT) (IN) (FT) 1 20.00 5.00 0.108 716 - - -- 1.00 0.970 8.71 0.728 2 20.00 5.00 0.108 716 1.00 1.00 0.172 10.91 0.129 3 20.00 5.00 0.108 716 1.00 1.00 0.393 9.81 0.295 4 20.00 5.00 0.108 716 1.00 1.00 0.327 10.06 0.245 5 20.00 5.00 0.103 716 1.00 1.00 0.347 9.98 0.260 6 20.00 5.00 0.108 716 1.00 1.00 0.340 10.00 0.255 7 20.00 5.00 0.108 716 1.00 1.00 0.347 10.02 0.260 8 20.00 5.00 0.108 716 1.00 1.00 0.327 9.94 0.245 9 20.00 5.00 0.108 716 1.00 1.00 0.393 10.19 0.295 10 20.00 5.00 0.108 716 1.00 1.00 0.172 9.09 0.129 11 20.00 5.00 0.108 716 1.00 -- -- 0.970 11.29 0.728 CHIEF INDUSTRIES INC. WEST OLD HWY 30 GRAND ISLANDS NE PAGE NO. P - 22 JOB N0. CO34620 PURLIN DESIGN MDS DATE 21 AUG-36 DEAD LOAD + LIVE LOAD SAY LOCATION REACTION SHEAR MOMENT FBC BENDING SHEAR+ SHEAR BEARING NO. (KIPS) (KIP) (KIP-FT) (KSI) BENDING 1 LT SUP 0.84 0.84 0.00 30.00 0.000 0.075 0.273 0.710 1.00 0.73 0.78 30.00 0.175 0.069 0.238 7.75 - - -- 3.24 30.00 0.725 19.00 -1.21 -3.58 30.00 0.800 0.412 0.396 RT SUP 2.47 -1.32 -4.85 30.00 0.542 0.435 0.564 0.245 2 LT SUP 2.47 1.15 -4.85 30.00 0.542 0.435 0.564 0.245 1.00 1.04 - 3.75 30.00 0.839 0.396 0.340 10.65 - - -- 1.27 30.00 0.284 19.00 -0.90 -2.49 30.00 0.556 0.210 0.294 RT SUP 2.07 -1.01 - 3.44 30.00 0.385 0.171 0.335 0.205 3 LT SUP 2.07 1.06 -3.44 30.00 0.335 0.171 0.335 0.205 1.00 0.95 -2.44 30.00 0.545 0.215 0.311 9.81 ---- 1.75 30.00 0.391 19.00 -0.99 -2.80 30.00 0.627 0.261 0.324 RT SUP 2.18 -1.10 -3.85 30.00 0.430 0.235 0.401 0.217 4 LT SUP 2.18 1.03 -3.85 30.00 0.430 0.235 0.401 0.217 1.00 0.98 -2.82 30.00 0.630 0.260 0.319 10.05 - - -- 1.60 30.00 0.358 19.00 -0.97 -2.71 30.00 0.607 0.246 0.315 RT SUP 2.15 -1.07 -3.73 30.00 0.417 0.215 0.382 0.213 5 LT SUP 2.15 1.08 -3.73 30.00 0.417 0.215 0.382 0.213 1.00 0.97 -2.71 30.00 0.606 0.246 0.317 9.9 ---- 1.65 30.00 0.368 19.00 -0.97 -2.74 30.00 0.612 0.250 0.318 RT SUP 2.16 -1.08 -3.76 30.00 0.421 0.220 0.387 0.214 6 LT SUP 2.16 1.08 -3.76 30.00 0.421 0.220 0.387 0.214 1.00 0.97 -2.74 30.00 0.612 0.250 0.317 10.00 - - -- 1.63 30.00 0.364 19.00 -0.97 -2.74 30.00 0.612 0.250 0.317 RT SUP 2.16 -1.08 -3.76 30.00 0.421 0.220 0.387 0.214 7 LT SUP 2.16 1.03 -3.76 30.00 0.421 0.220 0.387 0.214 1.00 0.97 -2.74 30.00 0.612 0.250 0.318 10.01 - --- 1.65 30.00 0.368 19.00 -0.97 -2.71 30.00 0.606 0.246 0.317 RT SUP 2.15 -1.08 -3.73 30.00 0.417 0.215 0.382 0.213 3 LT SUP 2.15 1.07 -3.73 30.00 0.417 0.215 0.382 0.213 1.00 0.97 -2.71 30.00 0.607 0.246 0.315 9.95 - - -- 1.60 30.00 0.358 19.00 -0.98 -2.82 30.00 0.630 0.260 0.319 RT SUP 2.18 -1.08 -3.85 30.00 0.430 0.235 0.401 0.217 CHIEF INDUSTRIES INC. WEST OLD HWY 30 GRAND ISLANDS NE PAGE NO. P - 23 JOB NO. CO34620 PURLIN DESIGN MDS DATE 21- AUG-86 DEAD LOAD + LIVE LOAD 3AY LOCATION REACTION SHEAR MOMENT FBC SENDING SHEAR+ SHEAR BEARING NO. (KIPS) (KIP) (KIP -FT) (KSI) BENDING 9 LT SUP 2.18 1.10 -3.85 30.00 0.430 0.235 0.401 0.217 1.00 0.99 -2.80 30.00 0.627 0.261 0.324 10.19 - - -- 1.75 30.00 0.391 19.00 -0.95 -2.44 30.00 0.545 0.215 0.311 RT SUP 2.07 -1.06 -3.44 30.00 0.385 0.171 0.335 0.205 10 LT SUP 2.07 1.01 -3.44 30.00 0.385 0.171 0.335 0.205 1.00 0.90 -2.49 30.00 0.556 0.210 0.294 9.35 - - -- 1.27 30.00 0.284 19.00 -1.04 -3.75 30.00 0.839 0.396 0.340 RT SUP 2.47 -1.15 -4.85 30.00 0.542 0.435 0.564 0.245 11 LT SUP 2.47 1.32 -4.85 30.00 0.542 0.435 0.564 0.245 1.00 1.21 -3.58 30.00 0.800 0.412 0.396 12.25 -- -- 3.24 30.00 0.725 19.00 -0.73 0.78 30.00 0.175 0.069 0.238 RT SUP 0.84 -0.34 0.00 30.00 0.000 0.075 0.273 0.710 THE MAXIMUM UNITY CHECK IS 0.839 IN BAY 2 CHIEF INDUSTRIES INC. WEST OLD HWY 30 GRAND ISLAND, NE PAGE NO. P - 24 J08 NO. CO34620 PURLIN DESIGN MDS DATE 21-AUG -86 DEAD LOAD + WIND LOAD (SUCTION) WIND LOAD = 20.00 PSF X 1.00 (SUCTION) DEAD LOAD = 1.00 PSF BAY BAY LOAD UNIFORM TRIAL LEFT RIGHT MAXIMUM DISTANCE DEFLECT NO. LENGTH WIDTH LOAD SECT. LAP LAP DEFLECT FROM LT. CHECK (FT) (FT) (KLF) (FT) (FT) (IN) (FT) 1 20.00 5.00 -0.092 716 - - -- 1.00 -0.828 8.71 0.621 2 20.00 5.00 -0.092 716 1.00 1.00 -0.147 10.91 0.110 3 20.00 5.00 -0.092 716 1.00 1.00 - 0.336 9.81 0.252 4 20.00 5.00 - 0.092 716 1.00 1.00 -0.279 10.06 0.210 5 20.00 5.00 - 0.092 716 1.00 1.00 -0.296 9.98 0.222 6 20.00 5.00 -0.092 716 1.00 1.00 -0.290 10.00 0.217 7 20.00 5.00 -0.092 716 1.00 1.00 -0.296 10.02 0.222 8 20.00 5.00 -0.092 716 1.00 1.00 -0.279 9.94 0.210 9 20.00 5.00 -0.092 716 1.00 1.00 -0.336 10.19 0.252 10 20.00 5.00 -0.092 716 1.00 1.00 -0.147 9.09 0.110 11 20.00 5.00 -0.092 716 1.00 - - -- -0.823 11.29 0.621 CHIEF INDUSTRIES INC. WEST OLD HWY 30 GRAND ISLANDS NE PAGE NO. P - 25 JOB NO. CO34620 PURLIN DESIGN MOS DATE 21 AUG-86 DEAD LOAD + WIND LOAD (SUCTION) BAY LOCATION REACTION SHEAR MOMENT FBC BENDING SHEAR+ SHEAR BEARING NO. (KIPS) (KIP) (KIP -FT) (KSI) BENDING 1 LT SUP -0.71 -0.71 0.00 40.00 0.000 0.031 0.175 0.000 1.00 -0.62 -0.67 31.58 0.142 0.028 0.152 7.75 - - -- -2.77 31.58 0.587 19.00 1.04 3.06 40.00 0.512 0.285 0.426 RT SUP - 2.11 1.13 4.14 40.00 0.347 0.540 0.702 0.000 2 LT SUP -2.11 -0.98 4.14 40.00 0.347 0.540 0.702 0.000 1.00 - 0.89 3.20 40.00 0.537 0.328 0.461 10.65 - - -- -1.09 31.58 0.230 19.00 0.77 2.12 40.00 0.356 0.169 0.344 RT SUP -1.76 0.86 2.94 40.00 0.246 0.332 0.555 0.000 3 LT SUP -1.76 -0.90 2.94 40.00 0.246 0.332 0.555 0.000 1.00 -0.81 2.08 40.00 0.349 0.160 0.334 9.81 - - -- -1.49 31.58 0.317 19.00 0.85 2.39 40.00 0.401 0.199 0.368 RT SUP -1.86 0.94 3.29 40.00 0.275 0.387 0.597 0.000 4 LT SUP -1.86 -0.93 3.29 40.00 0.275 0.387 0.597 0.000 1.00 -0.83 2.41 40.00 0.403 0.202 0.371 10.05 - - -- -1.37 31.58 0.290 19.00 0.82 2.32 40.00 0.388 0.190 0.361 RT SUP -1.84 0.92 3.19 40.00 0.267 0.371 0.585 0.000 5 LT SUP -1.84 -0.92 3.19 40.00 0.267 0.371 0.585 0.000 1.00 -0.83 2.31 40.00 0.388 0.189 0.360 9.99 - - -- - 1.41 31.58 0.298 19.00 0.83 2.34 40.00 0.392 0.192 0.363 RT SUP - 1.84 0.92 3.21 40.00 0.269 0.375 0.588 0.000 6 LT SUP -1.84 -0.92 3.21 40.00 0.269 0.375 0.588 0.000 1.00 -0.83 2.34 40.00 0.392 0.193 0.363 10.00 -- -- -1.39 31.58 0.295 19.00 0.83 2.34 40.00 0.392 0.193 0.363 RT SUP - 1.84 0.92 3.21 40.00 0.269 0.375 0.588 0.000 7 LT SUP -1.34 -0.92 3.21 40.00 0.269 0.375 0.588 0.000 1.00 -0.83 2.34 40.00 0.392 0.192 0.363 10.01 - --- - 1.41 31.58 0.298 19.00 0.83 2.31 40.00 0.388 0.189 0.360 RT SUP -1.84 0.92 3.19 40.00 0.267 0.371 0.585 0.000 8 LT SUP -1.84 -0.92 3.19 40.00 0.267 0.371 0.585 0.000 1.00 -0.82 2.32 40.00 0.388 0.190 0.361 9.95 - - -- -1.37 31.58 0.290 19.00 0.83 2.41 40.00 0.403 0.202 0.371 RT SUP -1.86 0.93 3.29 40.00 0.275 0.387 0.597 0.000 CIHIEF INDUSTRIES INC. WEST OLD HWY 30 GRAND ISLAND. NE PAGE NO. P - 26 JOB NO. CO34620 PURLIN DESIGN MDS DATE 21- AUG -86 DEAD LOAD + WINO LOAD (SUCTION) BAY LOCATION REACTION SHEAR MOMENT FBC SENDING SHEAR+ SHEAR BEARING NO. (KIPS) (KIP) (KIP -FT) (KSI) BENDING 9 LT SUP -1.86 -0.94 3.29 40.00 0.275 0.387 0.597 0.000 1.00 -0.85 2.39 40.00 0.401 0.199 0.368 10.19 - - -- -1.49 31.58 0.317 19.00 0.81 2.08 40.00 0.349 0.160 0.334 RT SUP - 1.76 0.90 2.94 40.00 0.246 0.332 0.555 0.000 10 LT SUP -1.76 -0.86 2.94 40.00 0.246 0.332 0.555 0.000 1.00 -0.77 2.12 40.00 0.356 0.169 0.344 9.35 - - -- - 1.09 31.58 0.230 19.00 0.89 3.20 40.00 0.537 0.328 0.461 RT SUP - 2.11 0.98 4.14 40.00 0.347 0.540 0.702 0.000 11 LT SUP -2.11 -1.13 4.14 40.00 0.347 0.540 0.702 0.000 1.00 -1.04 3.06 40.00 0.512 0.285 0.426 12.25 - - -- -2.77 31.58 0..587 19.00 0.62 -0.67 31.58 0.142 0.028 0.152 RT SUP -0.71 0.71 0.00 40.00 0.000 0.031 0.175 0.000 THE MAXIMUM UNITY CHECK IS 0.702 IN BAY 1 CHIEF INDUSTRIES INC. WEST OLD HWY 30 GRAND ISLAND. NE PAGE NO. P - 27 JOB NO. CO34620 PURLIN DESIGN MOS DATE 21- AUG-86 P U R L I N D E S I G N S U M M A R Y LOAD CONDITIONS DEAD LOAD + LIVE LOAD DEAD LOAD + WIND LOAD (SUCTION) LOADS DEAD LOAD = 1.00 PSF LIVE LOAD = 20.00 PSF WIND LOAD = 20.00 PSF BAY N0. 1 2 3 4 5 6 7 8 9 10 11 3AY SPACES 20.0 20.0 20.0 20.0 20.0 20.0 20.0 20.0 20.0 20.0 20.0 PURLIN SIZE 716 716 716 716 716 716 716 716 716 716 716 PUR SPACE 5.00 5.00 5.00 5.00 5.00 5.00 5.00 5.00 5.00 5.00 5.00 SAG ANGLES 0 0 0 0 0 0 0 0 0 0 0 TOP (LTC) 1 1 1 1 1 1 1 1 1 1 1 LAP LENGTHS 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 THE MAXIMUM UNITY CHECK IS 0.839 IN BAY 2 TOTAL WEIGHT = 698.40 LBS CHIEF INDUSTRIES INC. WEST OLD HWY 30 GRAND ISLAND. NE PAGE NO. G - 28 SIOEWALL JOB NO. CO34620 GIRT DESIGN MOS DATE 21 AUG -86 DEAD LOAD + WIND LOAD (SUCTION) WIND LOAD = 20.00 PSF X 1.10 (SUCTION) DEAD LOAD = 0.00 PSF BAY BAY LOAD UNIFORM TRIAL LEFT RIGHT MAXIMUM DISTANCE DEFLECT NO. LENGTH WIDTH LOAD SECT. LAP LAP DEFLECT FROM LT. CHECK (FT) (FT) (KLF) (FT) (FT) (IN) (FT) 1 20.00 7.00 -0.154 712 - - -- - - -- - 1.913 10.00 0.718 BAY LOCATION REACTION SHEAR MOMENT FBC BENDING SHEAR+ SHEAR BEARING NO. (KIPS) (KIP) (KIP -FT) (KSI) BENDING 1 LT SUP -1.54 -1.54 0.00 40.00 0.000 0.013 0.114 0.000 3.00 -1.08 -3.93 35.49 0.465 0.017 0.080 10.00 - --- -7.70 35.49 0.912 17.00 1.08 -3.93 35.49 0.465 0.017 0.080 RT SUP -1.54 1.54 0.00 40.00 0.000 0.013 0.114 0.000 THE MAXIMUM UNITY CHECK IS 0.912 IN BAY 1 CHIEF INDUSTRIES INC. WEST OLD HWY 30 GRAND ISLAND. NE PAGE NO. G - 29 , SIBEWALL JOB NO. CO34620 GIRT DESIGN MDS DATE 21- AUG-86 DEAD LOAD + WIND LOAD (PRESSURE) WIND LOAD = 20.00 PSF X 1.10 (PRESSURE) DEAD LOAD = 0.00 PSF BAY BAY LOAD UNIFORM TRIAL LEFT RIGHT MAXIMUM DISTANCE DEFLECT NO. LENGTH WIDTH LOAD SECT. LAP LAP DEFLECT FROM LT. CHECK (FT) (FT) (KLF) (FT) (FT) (IN) (FT) 1 20.00 7.00 0.154 712 - - -- - - -- 1.913 10.00 0.718 BAY LOCATION REACTION SHEAR MOMENT FBC BENDING SHEAR+ SHEAR BEARING NO. (KIPS) (KIP) (KIP-FT) (KSI) BENDING 1 LT SUP 1.54 1.54 0.00 40.00 0.000 0.013 0.114 0.401 3.00 1.08 3.93 40.00 0.413 0.017 0.080 10.00 - - -- 7.70 40.00 0.809 17.00 -1.03 3.93 40.00 0.413 0.017 ,0.080 RT SUP 1.54 -1.54 0.00 40.00 0.000 0.013 0.114 0.401 THE MAXIMUM UNITY CHECK IS 0.809 IN BAY 1 CHIEF INDUSTRIES INC. WEST OLD HWY 30 GRAND ISLANDS NE PAGE NO. G - 30 SI3EWALL JOB NO. CO34620 GIRT DESIGN MDS DATE 21- AUG -86 G I R T D E S I G N S U M M A R Y LOAD CONDITIONS WIND LOAD (SUCTION) WIND LOAD (PRESSURE) LOADS WIND LOAD = 20.00 PSF BAY NO. 1 BAY SPACES 20.0 GIRT SIZE 712 GIRT SPACE 7.00 SAG ANGLES 0 LAP LENGTHS THE MAXIMUM UNITY CHECK IS 0.912 IN BAY 1 TOTAL WEIGHT = 90.00 LBS CHIEF INDUSTRIES INC. WEST OLD HWY 30 GRAND ISLAND. NE PAGE NO. G - 31 ENSWALL JOB NO. CO34620 GIRT DESIGN MOS DATE 21-AUG-86 DEAD LOAD + WINO LOAD (SUCTION) WIND LOAD = 20.00 PSF X 1.10 (SUCTION) DEAD LOAD = 0.00 PSF BAY BAY LOAD UNIFORM TRIAL LEFT RIGHT MAXIMUM DISTANCE DEFLECT NO. LENGTH WIDTH LOAD SECT. LAP LAP DEFLECT FROM LT. CHECK (FT) (FT) (KLF) (FT) (FT) (IN) (FT) 1 20.00 6.00 -0.132 712 -- -- 0.00 -1.640 10.00 0.615 2 20.00 3.83 -0.084 716 0.00 - - -- -1.598 10.00 0.599 BAY LOCATION REACTION SHEAR MOMENT FBC BENDING SHEAR+ SHEAR BEARING NO. (KIPS) (KIP) (KIP-FT) (KSI) BENDING 1 LT SUP -1.32 -1.32 0.00 40.00 0.000 0.010 0.098 0.000 3.00 -0.92 -3.37 35.49 0.399 0.013 0.068 10.00 - - -- -6.60 35.49 0.782 17.00 0.92 -3.37 35.49 0.399 0.013 0.068 RT SUP -2.16 1.32 0.00 40.00 0.000 0.010 0.098 0.000 2 LT SUP -2.16 -0.84 0.00 40.00 0.000 0.043 0.207 0.000 3.00 -0.59 -2.15 31.58 0.456 0.073 0.145 10.00 - - -- -4.22 31.58 0.895 17.00 0.59 -2.15 31.58 0.456 0.073 0.145 RT SUP -0.34 0.84 0.00 40.00 0.000 0.043 0.207 0.000 THE MAXIMUM UNITY CHECK IS 0.395 IN BAY 2 CHIEF INDUSTRIEES INC. WEST OLD HWY 30 GRAND ISLAND, NE PAGE NO. G - 32 ENiWALL JOB NO. CO34620 GIRT DESIGN MDS DATE 21-AUG -86 DEAD LOAD + WIND LOAD (PRESSURE) WINO LOAD = 20.00 PSF X 1.10 (PRESSURE) DEAD LOAD = 0.00 PSF BAY BAY LOAD UNIFORM TRIAL LEFT RIGHT MAXIMUM DISTANCE DEFLECT NO. LENGTH WIDTH LOAD SECT. LAP LAP DEFLECT FROM LT. CHECK (FT) (FT) (KLF) (FT) (FT) (IN) (FT) 1 20.00 6.00 0.132 712 - - -- 0.00 1.640 10.00 0.615 2 20.00 3.83 0.084 716 0.00 - - -- 1.598 10.00 0.599 BAY LOCATION REACTION SHEAR MOMENT FSC BENDING SHEAR+ SHEAR BEARING NO. (KIPS) (KIP) (KIP -FT) (KSI) BENDING 1 LT SUP 1.32 1.32 0.00 40.00 0.000 0.010 0.098 0.344 3.00 0.92 3.37 40.00 0.354 0.013 0.068 10.00 - - -- 6.60 40.00 0.694 17.00 -0.92 3.37 40.00 0.354 0.013 0.068 RT SUP 2.16 -1.32 0.00 40.00 0.000 0.010 0.098 0.113 2 LT SUP 2.16 0.84 0.00 40.00 0.000 0.043 0.207 0.085 3.00 0.59 2.15 40.00 0.360 0.073 0.145 10.00 - --- 4.22 40.00 0.707 17.00 -0.59 2.15 40.00 0.360 0.073 0.145 RT SUP 0.84 -0.84 0.00 40.00 0.000 0.043 0.207 0.537 THE MAXIMUM UNITY CHECK IS 0.707 IN BAY 2 • CHIEF INDUSTRIES INC. WEST OLD HWY 30 GRAND ISLANDS NE PAGE NO. G - 33 ENSWALL JOB N0. CO34620 GIRT DESIGN MDS DATE 21 - AUG G I R T D E S I G N S U M M A R Y LOAD CONDITIONS WIND LOAD (SUCTION) WIND LOAD (PRESSURE) LOADS WINO LOAD = 20.00 PSF BAY NO. 1 2 BAY SPACES 20.0 20.0 GIRT SIZE 712 716 GIRT SPACE 6.00 3.A3 SAG ANGLES 0 0 SIMPLE SPAN LAPS THE MAXIMUM UNITY CHECK IS 0.895 IN BAY 2 TOTAL WEIGHT = 148.20 LBS CHIEF INDUSTRIES INC. WEST OLD HWY 30 GRAND ISLAND, NE PAGE NO. W - 34 JO3 NO. CO34620 WINO BRACING DESIGN MOS DATE 21- AUG-86 Wind Bracing Summary Wind load ( multiplied by 0.75 provides for the 1.33 allowable stress increase for wind loading ) is applied to the endwall area and results in horizontal endwall column reactions. The top horizontal column reactions are delivered into the roof trusses by the endwall rafter beam and roof purlins (the load per truss is total load divided by the number of wind bracing trusses). A determinant truss analysis of the Pratt truss ( one redundant diagonal ) of building width is performed by the computer program. Diagonal rod or cable tensile forces, and required diameters are obtained. Allowable rod stress is limited to 14 ksi to reduce rod elongation. The combined bending and axial load stress ratios in the purlin struts of the truss are checked under the following load combinations: 1) DL + LL 2) DL + WL 3) DL + WL + LL /2 4) DL + WL /2 + LL. When specified. a fifth load combination of OL + LL + WL is checked. The governing stress ratio is given in the attached computer printout. Wind truss forces are transferred to the eave strut and to the column bases by the sidewall x-bracing. The required sidewall rod or cable diameters are also shown in the output. Eave strut combined stress ratios are checked under endwall wind load and vertical loads in the load combinations listed above. The stress ratios for governing load combination and required eave strut sizes are shown in the output. CHIEF INDUSTRIES INC. WEST OLD HWY 30 GRAND ISLAND, NE PAGE NO. W - 35 J03 NO. CO34620 WINO BRACING DESIGN MOS DATE 21-AUG-86 BRACE 1 BAYS HORIZONTAL REACTION IN BRACED BAYS= 2.89 KIPS STRUT NUMBERS 1 2 STRUT LOADS (KIP)- 2.89 1.49 STRUT SPACE (FT) - 14.00 19.32 MIN WEB THICKNESS- .1203 .0862 BAY NO. 8 CABLE CABLE DIAMETER (IN) - 0.375 0.250 NOTE : THE MIN WEB THICKNESS IS THE MINIMUM FRAME WEB THICKNESS WHICH DOES NOT NEED TO HAVE A WEB REINFORCING PLATE SUPPLIED. STRUT NUMBER 1 IS THE EAVE STRUT. STRUT NUMBER 2 IS A PURLIN STRUT. CHIEF INDUSTRIES INC. WEST OLD HWY 3D GRAND ISLAND, NE PAGE NO. W - 36 JOB NO. CO34620 WIND BRACING DESIGN MDS DATE 21-AUG- STRUT DESIGN IN BAY NUMBER 8 STRUT STRUT GOVERNING COMBINED NUMBER SIZE LOAD COND STRESS RATIO 2 C 716 DL+LL+'4L/2 0.567 USE 2-BOLT CONNECTION FOR PURLINS TO FRAME TOP FLANGE USE 2-BOLT CONNECTION, ALL PURLINS TO ENDWALL RAFTER BEAM USE 2-BOLT CONNECTION, PURLIN STRUTS TO INTERIOR FRAME RAFTER BEAM CHIEF INDUSTRIES INC. WEST OLD HWY 30 GRANO ISLAND. NE PAGE NO. W - 37 <. 403 NO. CO34620 WIND BRACING DESIGN MOS DATE 21 AUG-86 SAVE STRUT DESIGN LENGTH BAY STRUT GOVERNING COMBINED ROWS OF NUM (FT) LOCATION SIZE LOAD COND STRESS RATIO ANGLE BOLTS 20.00 END BAY C 716 DL +LL /2 +WS 0.653 1 2 20.00 INTERIOR C 716 0L +LL /2 +WS 0.653 1 2 USE 2 X 2 X 1/8 ANGLE AT EAVES IF REQUIRED. OL=DEAD LOAD LL =LIVE LOAD WS =WIND ON SIDEWALL WE =WIND ON ENOWALL NUMBER OF 3OLTS SHOWN ARE REQUIRED TO BOLT THE SAVE STRUT TO THE FRAME AT EACH E CMIEF INDUSTRIES INC. WEST OLD HWY 30 GRAND ISLAND, NE PAGE NO. W - 38 jO3 NO. CO34620 WIND BRACING DESIGN MDS DATE 21-AUG-86 FRAME INPUT DATA FROM WIND ANALYSIS ROOF TRUSS PANEL POINTS LOCATED AT PURLINS NO. 4, NUMBER OF ROOF TRUSS PANELS 1 NUMBER OF WALL TRUSS PANELS 1 EAVE STRUT AXIAL LOAD 2.89 KIPS BRACED 20.00 FOOT INTERIOR BAY ROOF TRUSS ROD OR CABLE DIAMETER (PROCEEDS UP ROOF) 0.250 CABLE SIDEWALL TRUSS ROD OR CABLE DIAMETER (PROCEEDS DOWN SIDEWALL) 0.375 CABLE USE 716 EAVE STRUT IN 20.00 END BAY USE 716 EAVE STRUT IN 20.00 INTERIOR BAY EAVE STRUT BOLTING AT WIDE-FLANGE ENDWALL RAFTER BEAMS USE 2-BOLT CONNECTION FOR EAVE STRUT TO ENDWALL RAFTER BEAM EAVE STRUT BOLTING TO INTERIOR FRAMES USE 2-BOLT CONNECTION FOR EAVE STRUT TO MAIN FRAME RAFTER BEAM COATEF INDUSTRIES INC. WEST OLD HWY 30 GRAND ISLAND' NE PAGE NO. W - 39 0.' 'tl03 NO. CO34620 '." WIND BRACING DESIGN MDS DATE 21-AUG-86 NUMBER OF SAG ANGLE ROWS BAY BAY ! EAVE ANGLES ! ROOF ANGLES ! RIDGE ANGLES ! SIDEWALL NO. LENGTH ! TOP BOTTOM ! TOP BOTTOM ! TOP BOTTOM ! ANGLES 1 20.00 0 1 0 0 0 0 0 2 20.00 0 1 0 0 0 0 0 3 20.00 0 0 0 0 0 0 0 4 20.00 0 0 0 0 0 0 0 5 20.00 0 0 0 0 0 0 0 6 20.00 0 0 0 0 0 Li 0 0 7 20.00 0 0 0 0 0 0 0 8 20.00 0 0 0 0 0 0 0 9 20.00 0 0 0 0 0 0 0 10 20.00 0 0 0 0 0 0 0 11 20.00 0 0 0 0 0 0 0 )L•L ��i•LL Y _. - , M» _7E>_C °)F•.IC4 s s .- . ._ 2 x".2' S,,fntiEFD CCCF: FRt,._' C °E8:0.'' -- — �1 � l 1i-12s ^ ~ -� 1 Div`'2 • rte. , 1 1 1.j J a 1 P 0 • 9 , • t f >.. 2 - 11 CHEM ICS • • T/OCT ;.F CCKCR_TE - %MUT OF STEEL i 20' -0 .-, 23' -0 20• -0 20' -o _ 20' -0 2.1 -o 41 t ` I. I I 1 i a ' y i j i 1 BP= 8 "xee" ` ,{ I a 1 • • I 1 •) , _ BP =8 "X 10 ¢! --f f --1. BP =B "x 81" .0,9[ ii g 1 - 10, 1 o o b 10 O , 12 )R BOLT PLAN R Evi.s ED i .........,......, . .....;„,,,,;.: . ,.„, ; ,..„.... NAME DATE (? ,, % J , I • ISE . . CHECKED BY OS E � s • � 1 © REviSE.b Aut_44oR Boil' PLAN TO . j REFLECT INCREASE MI Lows). LoAD PER C...0 Z ; ifttcd-6 ANCHOR BOLTS (BY OTHERS) ANCHOR BOLT S I T i.'`.G PLAN S SYMBOL IJUAN SIZ SIZE PROD AGRI B- UILDING CO. / :` BAHRAM VENUS - S2 I 0: ° 2 JACKSC!!VILLE. FLA. .. RF 40' <220' X14' 20/11 v?'�=H 20' - BAYS 1/12 CHIEF ! Oir:N . c-Ec.IC 1 BUILDING IW0. 1 • . , CHIEF IMEH.S'TIES. I9t• /S .8-29-86 VIA � CO34620 � 1 °; q f . � ? > ...'',.:.',,t,.:,(1'..',:. 'r;: . , o ai i !:t: Rz �.e ) t . i� :ma y i r t ! r� t ( ^ h � , +• L ii i + _ 1 � t oh. [ { 4 2 i l ; : , •, , .� t ,, f Y ._{„",r 1 r}. b2r. , �� ` , 4Yr.,r} ) 1 �'1 i v L $ t, i.'k��t8 -7-,.':'.:' i i ; , ' . F , y �- „ , y AA µi ' , 1,.. r t . i ^ a '' :1/2t...,:;: ` " { k ' i. 5 .A � �14i.� ) ,W t. 1 r o-tit �r .4 f T ) .d✓ pt _ i • ] t ri i 2 }^t , ' i ' r r / ,~ f 1 l f F e'4 : . " , M 1 r y Yµ- { T .,'• _ i 'fix • r w sr } . ' Y3akp v. .. S n tid . . rf 1 . ( s i '.`f.4.'; i .r„�L t� ,,,141.'' ° i Y r l } ` *a 1 'k � � , ' .� S� � „.,.c/ �yyy by ...''' :.; :,.' , :;•:'... •-. 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Q U 4:--'' < CITY OF e ��_ •, �,� , 1144 i 1C eacfi4 - 47�a Office of Building Official J 7 0 7 REQUEST FOR INSPECTION Date i l / C / /E ! Permit No. / Time Received - • District No. Llav ) t p &°t i Q Job Address /� Locality Owner's Contractor C ' ,Q. Name BUILDING CONCRETE ELECTRICAL PLUMBING MECHANICAL. Framing ❑ Footing ❑ Rough Wiring ❑ Rough ❑ Air. Cond. & ❑ Re Roofing ❑ Slab ❑ Temp Pole ❑ Top Out Heating Lintel ❑ Final ❑ Fire Place ❑ Pre Fab READY FOR INSPECTION A.M. Mon. Tu Wed. Thurs. Friday P.M. 0 Inspection Made 1 — j 0 ■ 7 \ III' P.M Inspector ". ■ — Final Inspection ❑ Certificate of Occupancy Date } CITY � OF ": t Office of Building Offlehl ,r /� r R � EQUEST FOR INSPECTION / Dab t / P emit No. go 7 �✓ Time r} 0. A.M. Received / V ' (9 ' P.M. P4-77 � Na JobAddr u ( /f' Locality Owner's Name Contractor BUILDING CONCRETE ELECTRICAL PLUMBING MECHANI Framing Footing ❑ Rough Wiring 0 C .— Rough ❑ Air. Cond. & ❑ As Roofing ❑ Slab ❑ Temp Pole ❑ Top Out - . Mating Unit ❑ Find ❑ Fire Place ❑ Pre Fab READY FOR INSPECTION A.M. Mon. tits. Wed. Thurs. Friday P.M. C. inspection Wiwi* c— f d ' 1 P 1A inspector r — � Final Inspection ❑ Certificate of Occupancy Date RC ELECTRIC COMPANY 12745 N. Main St. Jacksonville, FL 32218 (904) 757 -1964 March 10, 1987 Electrical Inspection Dept. City Hall 716 Ocean Blvd. Atlantic Beach, Florida RE: 1420 Mayport Rd. To Whom It May Concern; We respectfully request that temporary permanent power for the above address be cut on for a period of thirty (30) days for testing purposes. We will be responsible for anything that may occur due to the energizing of the service prior to final electrical inspection and approval, and completion of job. Respectfully, Thomas L. Adkins Arc Electric Co., owner TA /sa CiT i OF - 9e0 •L i fiteeturac Deac 890 SA^ MINOLE ROM) A I A.N1 MAC II, 14-01111) A 3 2 I i■ IONE (904) 2 t ito4,6 441:\ I AN, 904) 247 :) puf October 12, 1993 Mr. Bahraim Venus 1420 Mayport Road Atlantic Beach, FL 32233 Dear Mr. Venus: This is to advise the Atlantic Beach City Commission, at its regular meeting on Monday, October 11, 1993, granted your request for a Use-by-Exception to allow the sale (f used cais at the above aidfess. We have enclosed herewith an application for an occupational license for used car sales at the above address. Would you please complete this form and return it to us with your check for $18.50 and we will process your application and mail thc license to you. In the meantime, if you have any questions, please do not hesitate to call. Sincerely, 7 1)- ( 1 ' ift,{ ,\ 1 Maureen King City Clerk xc: ',Planning Director. City of Atlantic Beach Fixture Unit Worksheet for Water Impact Fee FIXTURE UNITS ARE ESTABLISHED AS THE MEASUREMENT OF WATER DEMAND FOR EACH WATER FIXTURE UNIT INSTALLED AND CONNECTED TO THE CITY WATER SYSTEM. THE WATER SUPPLY CHARGE IS HEREBY FIXED AT TWENTY DOLLARS PER FIXTURE UNIT CONNECTED TO THE CITY WATER SYSTEM. BATHROOM GROUP CONSISTING OF WATER CLOSET, LAVATORY & BATH SERVICE SINK TRAP STAND TUB OR SHOWER STALL (6) (8) WATER CLOSET, TANK OPERATED (4) WATER CLOSET VALVE VALVE OPERATED (8) BATHTUB /SHOWER (2) URINAL WALL LIP (4) SHOWER GROUP PER HEAD (3) FLOOR DRAIN (1) SHOWER STALL DOMESTIC (2) LAUNDRY TRAY (2) LAVATORY (1) COMBINATION SINK AND TRAY (3) WASHING MACHINE (3) POT, SCULLERY SINK (4) DISHWASHER (2) WASH SINK EACH SET OF KITCHEN SINK (2) FAUCETS (2) KITCHEN SINK WITH WASTE DENTAL LAVATORY (1) GRINDER (3) DENTAL UNIT OR CUSPIDOR (1) WIDGET (3) URINAL STALL, WASHOUT (4) FLUSHING RIM SINK (8) COMBINATION SINK AND TRAY WITH URINAL, PEDESTAL, SYPHON JET FOOD DISPOS. (4) BLOWOUT (8) DRINKING FOUNTAIN (1/2) LAVATORY, BARBER /BEAUTY SHOP (2) LAVATORY, SURGEONS (2) SURGEONS SINK (3) ICE MAKER (1/2) WET BAR (2) TOTAL FIXTURE UNITS / f� @ 520.00 �% EACH $ g) JOB INFORMATION /Y. __�_��„(/ tl CITY OF ,1eia e F % 9 d 800 SEMINOLE ROAD 3 _ - ATLANTIC BEACH, FLORIDA 32233 -5415 TELEPHONE (904) 247 -5890 ! � °• FAX (904) 247 -5895 October 12, 1993 Mr. Bahraim Venus 1420 Mayport Road Atlantic Beach, FL 32233 Dear Mr. Venus: This is to advise the Atlantic Beach City Commission, at its regular meeting on Monday, October 11, 1993, granted your request for a Use -by- Exception to allow the sale of used cars at the above address. We have enclosed herewith an application for an occupational license for used car sales at the above address. Would you please complete this form and return it to us with your check for $18.50 and we will process your application and mail the license to you. In the meantime, if you have any questions, please do not hesitate to call. Sincerely, .:, -( 4..xia-r./ Maureen Kind City Clerk xc: Planning Director. CITY OF ATLANTIC BEACH CITY COMMISSION MEETING STAFF REPORT AGENDA ITEM: Use -by- Exception for Used Auto Sales SUBMITTED BY: George Worley, City Planner ‘4,2 DATE: October 8, 1993 BACKGROUND: Applicant desires to operate a used automobile sales business on CG property on Mayport Road and West 14th. Used Auto sales is permitted by Exception in the CG district. The Community Development Board heard this request and found that the proposed business would not be incompatible with the zoning or use of neighboring properties, with the clear stipulation that no inoperable vehicles will be on site at any time. The board recommended approval by a vote of 5 -1. RECOMMENDATION: Approval with the recommended stipulation that no inoperable vehicles be permitted on the site. ATTACHMENTS: Minutes of the Community D velopment oar �. REVIEWED BY CITY MANAGER �, fij7 pV , 4 i AGENDA ITEM NOD MINUTES OF THE COMMUNITY DEVELOPMENT BOARD OF THE CITY OF ATLANTIC BEACH, FLORIDA SEPTEMBER 21, 1993 7:00 P.M. CITY HALL PRESENT Gregg McCaulie Don Wolfson Ruth Gregg Robert Frohwein Mark McGowan Pat Pillmore Mary Walker AND Alan Jensen, City Attorney George Worley, II, CD Director Pat Harris, Recording Secretary ABSENT Acting Chairman Don Wolfson, called the meeting to order and asked for approval of the minutes from the meeting of August 17, 1993. Upon motion duly made and seconded the minutes were approved. OLD BUSINESS: I. Application for Use -by- Exception filed by Pan Am Mini Storage, Inc. to allow outside, on -site storage of vehicles at property located at 2383 Mayport Road. Terence P. Kane introduced himself to the board and explained that they filed the application to be included in their existing use by exception and that there were no additions or deletions from the document previously submitted. After discussion, Mr. Frohwein moved to recommend to the City Commission that the use by exception be granted with the provision that upon the second conviction by the Code Enforcement Board for storage of junk, abandoned, and /or inoperable vehicles as defined by Atlantic Beach Ordinance and the Florida Statutes, the exception will be revoked. Pat Pillmore seconded the motion. Ruth Gregg suggested that the motion include the provision that the City check for violations at least once a year and /or that the use by exception be granted to the owner and not the property. After discussion, Mr. Frohwein amended his motion to include that the use,, by exception be granted solely to the owner of the property. Mrs. Gregg seconded the amended motion and it passed unanimously. NEW BUSINESS I. Application for Variance filed by PBD, Inc., to construct a home which would encroach the front yard setback at 2209 Alicia Lane. Safa Mansouri, representing PBD, Inc., and Dr. W. Fleming, the owner of the property, introduced himself to the board and stated the variance was requested to construct a residence on an existing foundation which was originally constructed for a spec home. He stated that the additional space was to accommodate a three -car garage in place of the original two -car garage. After discussion Mr. Frohwein moved to grant the variance as requested and Mrs. Gregg seconded the motion. After discussion the chairman called for a vote on the motion and the motion failed on a vote of 2 - 5. II. Application for Variance filed by Gloria Vaughn to construct an addition to a non - conforming structure located at 1290 Ocean Boulevard. John Moore, architect for the owner, introduced himself to the board and presented pictures of the existing residence as well as architectural renderings of the proposed construction. He stated the driveway would be eliminated in front of the property and the proposed construction would only require a small addition to the rear of the structure. After discussion Mrs. Gregg moved to grant the variance and Mr. McGowan seconded the motion. Mr. Frohwein asked if the bay window depicted on the drawing presented at the meeting was part of the application as it projected another two feet into the requested setback and after discussion the applicant requested the board vote on the application as presented without the bay window. A vote was called and the variance was unanimously granted. III. Application for Variance filed by Al Mansour to construct an addition for restroom facilities to a nonconforming structure at 303 Atlantic Boulevard. Al Mansour introduced himself to the Board and explained that the existing' , would be remodeled and he would lease the property I to open a pizza restaurant. There was a discussion regarding the parking problems in the area and adjoining properties. The board was also concerned about t:;e absence of the owner's consent to the variance. After discussion the application was deferred until the next meeting during which time the applicant could obtain - the owner's consent and submit amended drawings. IV. Application for use - by- -exception filed by Bahraif Venus to .7.X; operate a used car sales business at 1420 Mayport Road. Mr. Venus introduced himself to the board and stated that he would have approximately eight cars at a time for sale at the location and there would be no storage of inoperable cars. After discussion Mrs. Pillmore moved to recommend to the City Commission that the use by exception be granted. Mrs. Walker seconded the motion and it passed by a vote of 5 - 1. Gregg McCaulie told the board that he had tendered his resignation and suggested the board elect a new chairman at the next meeting. Mr. Wolfson suggested that the board name a representative to attend the meetings of the City Commission wherein denied variances were appealed. There being no further business to come before the board the meeting was adjourned. SIGNED: ATTEST: • ,- Please Type or Print in Ink Lr� Application Fee $ . 7 APPLICATION FOR USE BY EXCEPTION" 5 ©TIT-Jr Z Date Filed:__ < .._�.�� ,7 �l f' ��3 Euildi'ng and Zon Name and Address of Owner or Tenant in Possession of Premises: tl Vi Phone 11' ('); 1 f-)`t Work: vl /6 Home: , Z) 3 /y ,-;jc Street address and legal description of the premises as to which the "Use by Exception" is requested: ( . l.f Icc 1 1 C ' • l—) 32-Z- 3 >ec • N t ��I CITY OF / te& Seael - 96vu 800 SEMINOLE ROAD 4). ---- - - - - -- -- - - - - -- -- - ATLANTIC BEACH, FLORIDA 32233 -5445 TELEPHONE (904) 247 -5800 FAX (904) 247 -5805 SUNCOM 852 -5800 May 22, 1997 Atlantic Tire Mr.Bahhan Venus 1420 Mayport Road Atlantic Beach , F132233 Dear Sir, It has been reported to me by the Atlantic Beach Police Department that there are repetitive incidents of your security alarm being activated . We respect your right to have a security system however it does entail a responsibility on your part to maintain the equipment in good working order . False alarms are a distraction for the police from other emergency calls . It is also a violation of the city noise ordinance Chapter 11. It has been reported that no key holder responds to alarms to assist the police. Police officers responding are unable to secure your property due to a locked fence. I encourage you to have your alarm system checked for any defects and have them corrected immediately . Continued violations can result in this matter being brought before the code enforcement board. Fl Statute 162 allows for fines of up to $ 250 per day for a first violation and $ 500 per day for a repeat violation. Your cooperation in this matter is appreciated. Sincerely, Karl W. Grunewald c. Public Safety Director Jeanie Brown Via Certified Mail , receipt requested c.e.c. 6159 / . „ CITY OF 1, >*hue& & - 76/add 800 SEMINOLE ROAD ATLANTIC BEACH, FLORIDA 32233 -5445 TELEPHONE (904) 247 -5800 1. FAX (904) 247 -5805 March 13, 1995 Atlantic Tires c/o Rahman Venus Trust 1420 Mayport Road Atlantic Beach, FL 32233 Dear Sir: Our records indicate that you are the owner of the following described property in the City of Atlantic Beach: 1420 Mayport Road a /k /a Lots 1 & 2, Block 52, Section H RE #170791 -0000 Investigation of this property discloses and I have found and determined that this property is in violation of the following City of Atlantic Beach Ordinance Chapter 24, Section 24- 65 -3 -(c) Permit Required for a Structure (Fence), i.e., we have no record of a permit being issued for the chainlink fence now enclosing your property. You are hereby notified that unless the conditions described above are remedied within five (5) days from the date hereof, this case will be turned over to the Code Enforcement Board. Under Florida Statute 162.09, the Code Enforcement Board may impose fines of up to $250.00 per day for a first violation and $500.00 per day for a repeat violation. Sincerely, %/: / 17-- >:,4% ( / Karl W. Grunewald Code Enforcement Officer KWG /pah cc: City Manager CERTIFIED MAIL RETURN RECEIPT REQUESTED � o atyv sex" • s 0 .- 0 0 { \\o ��r9 to see �V m� e \'• * O e�`� d aes o shat v+e cs { O Pe {Ol {e O ,/� s eN` rR` s so Stns �} ,� / � s � tL Nit oI s Eobada` to Jesse of s Or st` bs`e s i c J� a este a NJ pg /9 (/ eat Ae & ee. sr so � \ 41 VP s s a pd ss °� o ed P‘e ve \QV+ `Je�ed P�� s086 {pt �. r (79 S EN��ae `�e se 80 sd a` e to 0 .00 o f are `� � g�se deb � a ✓J_ / ,Ge C1 Q G H Q � . C vs s� o• t< 0. sR v N d cr �s 7 m • Po 1p oe dt o o � o 0 e eQJes` 44 a 6 ,p . R 9 � e ha r a 7 m ` . p xt sell' e ` t o o p c 5 � ° � ._ l `�- V G M a i` <V \{ c$ Q� est e d t t 7 es • Pe eo0 to' VXP , -\• vi A a • , 1 r e �e s ' d �e sse J , a1Z i L O Oa t e •{ It s , , r 'SS P Y f.(�J� s ' d G . ae \ `J ®� P�'` P'6 6 ; .' � ,�� 1 • d dre e s �s�dl Op 31 ��J 2 2- $ e rd {e i �� o 2 � /110)1)r- � G ' L c � '(�G �� Ne d 6%esse;, ` � � cc. A 5 S�9 • •Per 199 { te I CODE ENFORCEME I.1 . :'' : ;::i <ii:%:, : ; ?: ; ii::li:r:i`'':iii:•:i':::::i ; %'.:;i; ' #i. .. ::. .::.: .. ....: ..>'... .....::...... ..:::.>: ... ...0 ATLANTIC BEACH: ....:: :::::::;':..: >: »:.:::::: »:'::: /gy COMPLAINT #: COMPLAINT DATE: /� �/9 T IME : 2d COMPLAINTANT: /� ast p D,,) First , ADDRESS: g -5Z , LX��%yJ,/'y1�zZ'/ / ,� Street City State Zip ., COMPLAINT TYPE: i - ` �,,�,� Cwt 7'l 4 „,,/,,,,, J i ' ' .,e9,,,/t,J) /./. / ? _ , -/-/- g/)'/-e "10 , / / / ,,,,___._ — -t/-4-"-} / - , . , / ■ 4- �� 2 , i _ , ..) /� K / 7 LOCATION: /2/2 1� �;,� ` ' `„'Atlantic Beach, FL 3223 Street City State Zip TELEPHONE #: PROPERTY OWNER: COMPLIANCE: DEPT. /DIVISIONS: 10 - 6 PRIORITY CODE: TAKEN BY: INVE STIGATION DATE: / / TIME• INVESTIGATOR: DEPT. /DIVISIONS: 10 - 6 ACTION TAKEN: COMPLIANCE: LEGAL DESCRIPTION: RE #: h Nature of Complaint POUCE DEPT. 77 COMPLAINT NUMBER REC/ SMTWT F3 97 -06412 ARR/ 1 I I I COM i/ Received By Dispatched By Officer Assigned /9 / / (� REC k 1,5 / 7< / (1/3 /y 7 DIS / Location of Incident `ii Lc�/ 1 ARR /CFC/ 4.,, fompr Complainant C REC DIS ARR Address of Complainant !11 /4 7 D66 COM /47;99001),W6 REC Phone Number ❑ JSO DIS 7 y J 4 ❑ FCIC/NCIC CHECK ARR HO R VV11 COM ECENED: ❑ Radio ❑ Person FIRE DEPT. Teletype ❑ 911 Teletype ❑ other ❑ TRAFFIC TICKET ❑ ACCIDENT REPORT REC NOTIFIED: SAO ME DET JEA CAB ❑ PARKING TICKET 21 ER ❑ INCIDENT REPORT ARR JSO CHIEF FDLE TOL COM TIME: 0 - 719i Nature of Complaint POUCE DEPT. _ /y �y COMPLAINT NUMBER REC/QJZ SMTWTF3 g7 - 0 6423 AR/ X 1 1 1 IX /Veld? COM Received By Dispatched OfficerAssig �J9?I= � ._ REC 7 1 `/X' L �� /12110 MS Lon 7onncIde nt //ezi,R0 - 2- - 7 / Jo A9 -4 COM Complainant REC 4(1E5 /& ,4 b //// X" '# ARR Address of Complainant /)85 / l- ) 6 COM REC Phone Number ❑ JSO DIS 74/3 ❑ FCIC /NCIC CHECK ARR HOW RECEIVED: COM .r' ❑ Person FIRE DEPT. one ❑ 911 ❑Teletype ❑ other ❑ TRAFFIC TICKET ❑ ACCIDENT REPORT NOTIFIED: SAO ME DET JEA CAB ❑ PARKING TICKET ❑ OTHER DEC ❑ INCIDENT REPORT DIS JSO CHIEF FDLE TOL ARR COM TIME: • SNYDE•R H AIR Ca l ITIO VING &REFRIGERATION COMPANY 31 -1 LEON R D ,JAG CVILL FLORIDA 32216 (904) 64 - 0600 rb t nM,� - T ° , 'r N N N 3 ' a x n ° 'fir n i _ Ng g 1 - 8 L f q_ ] � i � j tom to ao c� 1 L. ...c> 1 ' ';;.,-1:','', -mot . n. r v 1 e 5 'Y a 7 n k � Yh ,i a� Y t Ant% • rn 0 I � e 4, y H c. Pa os.: C J' L� �J -1, s il � .r VI o f N 6. ,..-/" P— -- . h 7T rt . , . . , . . .',..,..: .. . . .....,. SNYDER HEATING, AIR CON D.IT.-. IONING & REFRIGERATION COMPANY 3122-1 LEON RD..- JAOKSQ/sIVILLE FLORIDA 32216 - (904) 641-0600 ; „ ' ' ' ' ' ' - ' • - ' -:',' ::: : •-• . . . . . ' ' : • . • ,,' - %:''' ..-:.•.--.:. , . . . - ..,..: ., . : . - . . : :4 ..: ,, r,'' ;. ‘ , 1- t Y Pi',".; ^." ■■„—^' . . ' ^ ' ,...` . . , . . . .. . . . . . N N N • ,', 4 :L - ..:„ . 1!/,': : ' - - . , • I 3 7a.i rca; (f'-,— 0— t. . .. . . , co co -1 g 41 m i -.0 1•4 ' ..'s.,".),:.. .. ....,- - .. ..,„ .. , . •,._ _ .C 't ;*) 0 l ' . , 1 {:3.0%.1%.0 \ 00 : ' . ' L . . • MI ,-,`"° ........... . .):. ,...• ) C. .*, , '' ; . 1 .— . L 1 1. f% 4 . • : . • ' ' ' ' ' g — , , , .. r F " 0 I a _ o „,, . . , • , .. .. . , R- q "S • . .. . . .. I X ' • ..,., -‘, - ei eiz x •"4 . - ' , i-',',...'..,,.; , ..... F . ' ... !: ' . c , r• 11 0 r) r 3 s . — • 0 ...- . . , . 0 e): 1 i 5 0 ■"•"•.4 s 7 r el --=' - I ' ' - ' a I –b ' - '1,,.-. 3 , . . .. . , .. .. . .. • 4 ', 1 •-1 • L '',,'. 1, ...;"-'' ' ''''',;:".i ' ''' ; ',,;.. - ' ', ; ' • ,$) , t .,.. .. , s 1 SENDER:" O I also wish to receive the ■Complete 1 and/or 2 for additional services. w •Complete items 3, 4a, and 4b. following services (for an ■ Print your name and address on the reverse of this form so that we can retum this extra tee): card to you. ■Attac this form to the front of the mailpiece, or on the back if space does not 1, ❑ Addressee's Address Z — El permit. at d •■Write•Retum Receipt Requested'on the mailpiece below the article number. 2. ❑ Restricted Delivery to f .The Retum Receipt will show to whom the article was delivered and the date a c delivered. Consult postmaster for fee. o 3. Article Addressed t - 4a. Article N mber 2 4b. Service Type i o o �J4� (7i )u.,Q ❑ Registered Certified o, /7 " 1 - ❑ Fac ss Mail ❑ Insured . `/�� /;/. 6 , n alum Receipt for Merchandise ❑COD 7. Date D . ae of • 7z3 R (4_ - ts 0 5. Received By: (Print Name) 8. Addressee' Address (Only if requested c and fee is paid) r i— t. 6. Signature: (Addressee (xnt) 09 II 4V1/ � 4 v v PS Form 3811, December 1994 102595 -97 -B -0179 Domestic Return Receipt UTILITY SERVICE AGREEMENT (Water and Sewer) THIS AGREEMENT entered into this 13th day of October 1986 between The City of Atlantic Beach, Florida , a Municipal corporation, hereinafter called "City ", and Bahram and Bahraan Venus Individuals corporation, its successors and assigns, hereinafter called "Developer ". W I T N E S S E T H WHEREAS, Developer owns land in Duval County, Florida, more particularly described as Lots 1 Block 52, Section H refer to acreage, plat engineering 1420 ?'AYPOP.T ROAD drawings, or legal description as Exhibit A and WHEREAS, Developer plans to develop said land by constructing 1 buildings, 1 residences and /or other improvements thereon consisting of 1 commercial /retail tire- service store and WHEREAS, City is the owner of water and sewage treatment plants and water distribution and sewage collection systems in the vicinity of the property described above; and WHEREAS, Developer desires that City provide water and sewage collection service to said property and City desires to furnish same; and WHEREAS, City is willing to operate such water and sewage collection and treatment systems so that all buildings constructed on Developer's property by developer or by any person, firm, joint venture or corporation holding by, through or under Developer may have furnished to them and to their occupants water and sewer service subject to all terms and conditions of this Agreement; and { WHEREAS, in order to provide water and sewer services to Developer it has been or will be necessary for City to enlarge and expand its offsite water and sewer plants and facilities and it is the desire and intent of Developer to contribute financially to the costs of building such additional offsite water and sewer plants and facilities and to reserve capacity in City's water and sewage treatment plants so that City can provide service to the Development without imposing a burden on its existing customers; NOW, THEREFORE, in consideration of the premises and other good and valuable considerations and in consideration of the mutual covenants and conditions hereinafter contained, subject to any necessary approval by other governmental agencies having jurisdiction, it is agreed by the parties hereto as follows: 1. Developer agrees that City shall have the exclusive right to furnish water and sewer service to the real property described above and ' hereby grants to City this exclusive right to provide water and sewer service for all uses within all structures now or hereafter constructed on the real property described above. 2. City agrees that after Developer has connected to the systems of City, City will provide at its own cost and expense, water and sewer service to Developer's property in a manner conforming to the reasonable requirements of public or governmental agencies or parties having jurisdiction over City's water and sewer operations; provided, however, that such service shall be in accordance with other provisions of this Agreement, including City's rules and regulations and rate schedules. 3. In the event that Developer or assigns fails to complete construction of all improvements required to be built by Developer and R fails to pay all plant and service availability and other fees listed in this Agreement within 6 months from date of execution of this Agreement, for any reason whatsoever, but through no act or fault of City, this Agreement shall terminate and City shall be relieved of its obligation to perform under this Agreement. Upon termination of this • -2- Agreement under this provision, City reserves the right to negotiate g e with Developer a new agreement for any additional sums to be paid by Developer to City as plant capacity and service availability charges, fees or other charges based upon increases in the cost of living and /or such other factors as relate to the cost of supplying water and sewer service. 4. All taxes or charges imposed upon the property described above by any governmental entity or agency shall be paid by Developer except P such part thereof that has been deeded to the City in accordance with the terms of this agreement. 5. The rates charged by City for water and sewer service shall be in accordance with its rate schedule which shall be subject to change, from time to time City shall have the right to determine reasonable meter size and location. 6. Developer will grant to the City, at Developer's expense, adequate easements for water and sewer lines, for access to lift stations and water stations and related appurtenances. Said easements shall be transferable. Developer will also furnish title evidence satisfactory to the City that said easements are superior to mortgages or other interest in the land, and Developer shall cause any such mortgages to be released or subordinated to said easements. Easements will also be furnished to provide for onsite water distribution lines, including meters and sewage collection lines. Sites for lift stations and water stations and related appurtenances shall be conveyed by warranty deed in fee simple by Developer . to City. Developer will furnish City a warranty deed, title evidence satisfactory to City and any releases from lien holders for any sewage pumping station and water station sites as required by City. Developer hereby grants to City the right to utilize any onsite water and sewage lines and systems to provide services to properties other than Developer's property, provided this does not unreasonably interfere with service to Developer's project.' Where Developer's property is adjacent to any state road "right -of -way, City will be granted a 25 -foot easement along and adjacent to said state road right-of-way. Developer shall further grant to the City, its successors and assigns, the exclusive, perpetual right, fight, privilege and easement to construct, reconstruct, operate, maintain, repair, replace, improve, alter, remove, relocate and inspect water transmissions and distribution mains, sewer collection mains, sewer lift stations, pipe lines, � pi a lines lateral lines , valves connections and appurtenant equipment over, across and under the Developer's property, including the right to ingress and egress to each of the building sites on Developer's property which are served by City. All such easements shall have a width which is acceptable to the City. 7. City does not guarantee an uninterrupted supply of water, or water at any particular pressure, and reserves the right to shut off the water in its main at any time for the purpose of making repairs or extensions of for providing temporary or emergency water supply. City will not be responsible for any damage caused by low pressure or interruption of service. Neither Developer nor any of its successors or purchasers shall discharge into the sanitary sewer system water from "non- domestic" drains including without limitation swimming pools, air conditioning condensation lines, cooling lines or other discharge from any type of equipment. City shall not be obligated to furnish any water or sewer service to any building which is built on Developer's property to which the City does not have access. The Developer hereby agrees and warrants that the City will not be held responsible for flooding problems which may result from the failure of sewer line back flow 1 preventor valves on Developer's property. The Developer hereby agrees to hold harmless and indemnify City for all costs and damages resulting from flooding due to back flow preventor valve failure. 8. The construction and design of all facilities to be transferred to and to be owned and operated by the City shall at all a t, .times be subject to prior approval by the City and its engineers. City ' will provide assistance to Developer's engineers as to design and construction requirements and must approve all plans, documents, and construction requirements in writing prior to any construction being commenced. Construction of all facilities will be performed by f;; Developer or its contractor. Developer will pay the cost of all such construction. the Developer's engineer shall incorporate into the Developer's engineering design, plans and specifications the applicable standards and specifications of the City. 9. A. If the Developer modifies his development plans for Developer's property which would require greater water usage, greater fire flows, additional water facilities, greater sewage flows, or additional sewage facilities than the water and sewer demands previously approved by the City, then the Developer must obtain approval by the City for the construction of such additional water or sewer facilities which shall meet all City and governmental design requirements. The Developer shall pay all additional contributions and fees as may be authorized by the City's service availability policy which is in effect on the date said new agreement is executed. B. In addition to paragraph 9A above, any other change order between Developer and its utility contractor issued after City approval of original plans must be approved by the City before the change order is put into effect. C. City shall have the right to review the systems design '.drawing and specifications to ensure that they meet the requirements of the City. The systems design drawing and specifications are to be in accordance with the City of Atlantic Beach requirements unless otherwise specified by City or its engineer. D. The City al §o reserves the right to approve the utility contractors to which construction bids are sent by Developer as well as the contractor to which the award is made. E. A representative of City or its engineers will be the ".inspector of the project along with the Developer's engineer, but City , reserves the right to final acceptance of the work and materials. ,:Neither the City or its engineers shall be deemed the agent of any other person in making such inspections. 10. After installation of the water distribution and sewage collection systems serving the property described above and acceptance thereof by the City, the City or its assigns shall then be the sole, absolute and exclusive owner of the facilities of said water and sewer systems whether located on, under, above or outside of the property described and regardless of who may have installed or constructed same to the extent described below: A. All water mains, pipes, valves and fittings and appurtenances up to and including all meters shall be dedicated to and will be owned, operated and maintained by City. All water pipes on the customer's side of the meter shall be owned, operated and maintained by the customer or its assigns. B. All sewer mains, manholes, pumping stations, force mains • and appurtenances, including service pipes in public right of ways and dedicated easements, shall be owned, operated and maintained by the City. Except as provided in paragraph 9C, all sewer lines on the customer's side of the property line shall be owned, operated and maintained by the customer or its assigns. C. With reference to any blanket easements for multi - family projects such as apartments, mobile home developments, condominiums and PUD's or for commercial developments, all water mains to and including the water meter, all sewer mains, force mains and manholes in such blanket easements over private property allowing utility operations shall be dedicated to and shall be owned, operated and maintained by the City except that the full length of sewer services from the sewer main or manhole shall be owned and maintained by the customer. All such City lines shall terminate with a manhole. D. By these presents, Developer hereby transfers to the City, the title to the water distribution and sewer collection systems to be installed pursuant to this Agreement, such conveyance to take effect without further action upon the completion and acceptance by City of said installation. As further evidence of said transfer of title, upon completion of the installation and acceptance by the City, Developer will provide City with a Bill of Sale or Warranty Deed describing all properties transferred and dedicated to the City by the Agreement. 11. Developer shall pay the City upon . execution of this Agreement the sum of .75 per water connection per equivalent residential connection (ERC) as an advanced deposit to cover engineering, plan review, inspection, test, legal and administrative expenses of City in connection with this Agreement. Developer shall also pay to City upon execution of this Agreement the sum of 75 per sewer connection per ERC as an advanced deposit to cover engineering, plan review, inspection, tests, legal and administrative expenses of City in connection with this Agreement. The charges for engineering and legal expenses and for engineer's inspection and plan review fee for non - residential units shall be based upon estimated cost to City. Actual cost will be determined and a refund ot • additional charge will be made for the difference between the advanced deposit as calculated above and actual costs. City agrees to provide water and sewer service to the Developer's property in consideration for plant capacity charges, fees and other charges to be paid by Developer as follows: A. A water plant capacity charge at the rate of $10.00 per fixture unit. Such charges shall be due and payable as provided in paragraph 12. B. A sewer plant capacity charge at the rate of ($ ), per single family unit, Such charges shall be due and payable as provided in paragraph 12. ' C. A sewer plant capacity charge for any commercial customers on the land as described above at the rate of each restroom ($ 1,890.00 ), Such charges shall be due and payable as provided in paragraph 12. -7- • • D. A meter installation fee to cover meter cost and meter installation (but not including curb stop or meter box) according to the City's service availability policy at the time of installation which currently is E. If available, construction .water will be charged to building based on metered usage in accordance with current rates. F. Hydraulic share of main extensions - payment or refund. 1. Developer recognizes that water or sewer utility service to the Developer's property, is provided' by the use of a main extension and other improvements constructed by a Y prior developer and that Developer is obligated to refund a said prior developer Developer's share of the cost of said main extension or other improvements. Accordingly, Developer shall a its p Y pro rata share of the cost of said' main extension or other improvements to City. Said pro, rata share shall be based on Developer's percentage of the hydraulic capacity of said extension or other improvements. For the purpose of this Agreement, the cost of Developer's said hydraulic share shall be $ payable upon execution of this Agreement. 2. With respect to utility facilities installed by Developer to which future developers connect directly, and in consideration for monies expended by Developer toward said facilities, City shall refund to Developer, or Developer's successors or assigns, solely from monies collected from said future developers, said future ' y developer's pro rata share of the cost of said facilities. Said refunds shall be calculated on the basis of the hydraulic capacity and demand of said future developer whenever feasible. The refund obligation of City hereunder and the benefits to Developer related thereto shall expire . five (5) years from the date of execution of this Agreement. Said , refund shall be made to Developer within sixty (60) days of the receipt of payment by City from a fu?ure developer. Refer to addendum if applicable. G. Payment of service availability charges and other additional aids in construction for n/ a at a cost of $ 12. All charges to Developer shall be paid by Developer to the City in accordance with the following formula and procedures: A. The advance deposit for engineering, administrative and legal fees and the inspection and plan review fee upon the execution of this Agreement, a total of and • B. Water plant capacity charge upon the execution of this Agreement, a total of $185.00 to be Dai d'' with building permit and C. Sewer plant capacity charge upon the execution of this Agreement, a total of $3,780.00. to be paid with building permit and D. Meter installation fee according to the City's service availability policy at time of installation which currently is 1 meter @5250.00 upon application for hook -up of individual lots, apartments, multi - family lots or units; and E. Construction water based on meter readings in accordance with City's rate schedule; and F. Hydraulic share payment, in accordance with paragraph 11F -1 of this Agreement upon execution of this Agreement, in a total amount of $ n/ a ; and G. Service availability charges and other additional aids in construction in accordance with paragraph 11G of this Agreement in a total amount of $ n/ a payable H. Any plafit capacity charges, fees, or other charges due to City are intended to assist in defraying costs as to offsite facilities and in no way are to be considered a payment toward the cost of onsite water distribution and onsite sewage collection systems which costs are to be borne by Developer. 13. City agrees to connect individual buildings and structures on the developed property upon application by the builders, plumbers or individual owners subject to the operating rules and regulations of the City and payment of all fees and charges in effect on date of application and compliance by Developer with all provisions of this Agreement. 14. The charges, costs and fees for any separate emergency fire protection water systems for subject project will be subject to negotiations between City and Developer. If buildings of more than two stories are a part of the project, Developer shall furnish at its expense water pumps and other appurtenances as necessary for pumping • water above. 15. All plant capacity and service availability charges, fees and other charges as outlined above are based on normal domestic sewage defined herein as containing not more than three hundred (300) parts per million biochemical oxygen demand or three hundred (300) parts per million suspended solids. Whenever water which contains more than these amounts is to be admitted to the sewers, both the City and the pollution control agencies must specifically agree to the connection. An additional charge will be calculated in direct proportion to strength at seventy -five cents ($0.75) for each part per million of either biochemical oxygen demand or suspended solids over three hundred (300) parts per million. All such connections shall provide for a suitable point for the waste to be sampled by the City or the regulatory agencies. An additional charge equal to the pro rata share of any additional sewage treatment plant costs above ninety percent (90%) treatment, and of the cost of any additional required outfall pipes to may be required by City. Developer shall have the right at all reasonable times to inspect the invoices of the City in order to determine that said funds have been properly expended by City pursuant to this paragraph. 16. Developer warrants that it is the owner of or the holder of a binding contract to purchase the fee simple title of the real estate described herein and further agrees to have all mortgages or other liens in subordinated to the terms of the Agreement and easements required q fired Herein prior to any acceptance of the facilities by the City. 1 7. Upon application by owners, builders or their authorized representatives, the City agrees to connect the requested dwellings or structures on the said property at no additional connection fee in addition to those provided for above in this Agreement), but subject to the continuing operating rules and regulations of the City including, without limitation, the periodic payment of the water usage and sewer usage charges in effect on the date of such application or thereafter reflected in the City's rate schedule. 18. This Agreement shall be binding upon and shall inure to the benefit of the Developer, City and their successors and assigns. ; r • ,However, in the event the Developer has not paid and delivered to the ,. City the plant capacity and service availability charges, fees and other charges provided to be paid to the City by Developer under the terms of this Agreement, and all easement and conveyances required by this Agreement, then this Agreement shall not inure to the benefit of the • successors or assigns of the Developer. 19. It shall be the responsibility of Developer to locate for builders any water and sewer taps or lines necessary in conjunction with • • residential or commercial construction. 20. Unless the damage to any onsite improvements are the result of the negligence or willful act of the City, its officers, or employees or authorized agents, the owner or Developer .of such property upon which the damage occurs shall be responsible for, the payment to the City of • such damage to City's property including all necessary and reasonable .: repairs which must be made by the City or independent contractors engaged by the City to effect such repairs. If the owner or developer of the real property shall fail or refuse to pay costs of such necessary , and reasonable repairs to cure said damage within thirty (30) days from the submission to the owner of a statement for such charges, the City shall have a lien against such owner's or Developer's property t subordinate to those liens created by or under agreements of record r • prior hereto, for the payment of such necessary and reasonable costs and expenses for effecting such repairs and restoration to facilities located upon the owner's or Developer's property. such onsi Notice of such lien or claim on lien describing the real property and the amount may be filed within ninety nt y (90) days of the date from the last date upon which any such repairs or restoration were made by the City or its authorized representatives. Thereafter, the City shall be entitled bring an action for the foreclosed under the laws of Florida. to 21. Prior to final acceptance of the utility and other public facilities improvements by the City the following requirements must be met at Developer's expense; A. If the property is platted, one copy of the recorded p lat shall be furnished to the City, B. "As built" drawings of utility improvement shall be furnished one week prior to final inspection. "As built" drawings shall be certified by a registered engineer with the cost being borne by the Developer. Two mylar and three printed copies of said drawing shall be furnished to City. C. All lot corners shall be properly marked so that utility company or its engineer can, upon receipt of "as built" drawings, verify the marked water and /or sewer services as to location and depth. p In addition, for purposes of locating and protecting installed service lines and valves Developer or his contractor shall mark each service line and all valves with an eight (8) foot pressure treated wooden p ost in the manner as shown on the design drawings and specifications Developer's contractor is required to install curb stop, meter box and valve box on each water service and valve as shown on design drawings. D. All water and sewer services and valves shall be marked on the street curb by etching into the concrete or if no curbing is ';available, a two (2) inch square metal tag is to be nailed to the street's pavement and painted as specified on design drawings. C. Developer's contractor shall furnish a one 1 O year maintenance bond in the amount of 100% of the cost of the facilities installed. The bond may be in the form of cash, surety bond, or irrevocable letter of credit, the terms of which will indemnify and save harmless the City from any loss, damages, costs, claims, suits, debts or demands by reason of defects in the workmanship or materials used in the facilities discovered within a period of one year from and after the date of acceptance by the City of the facilities. F. A Bill of Sale for facilities from the Developer to City. G. Conveyance of easements as required under this Agreement. H. A deed for any and all land on which lift stations or water stations or other improvements if required by City. 1. The title evidence, mortgage releases and mortgage subordinations as required in this Agreement. J. For onsite and offsite construction provide City an ' accounting of the actual costs (schedule of values) and releases of l iens from utility contractors in such detail as the City requires. K. City shall have the right to refuse to accept title to Developer's construction until Developer's construction has passed certain tests, including, without limitation, closed circuit television inspection of the gravity sewer lines, witnessed by a City representative, to determine whether the Developer's construction is constructed in accordance with the approved engineering plans and specifications. Said tests may be performed at.least three (3) times: the first test upon completion of the system; the second test upon completion of all building, roads, paving, drainage, and all construction within the right -of -way easement area of adjacent areas. A third test shall be required if the City deems it necessary within a one (1) year period after acceptance. L. Letters of acceptance from the appropriate regulatory agency for the water and /or sewer system are required prior to final inspection. M. A copy of the certified water pressure test and force main test as applicable. N. The certification by the design engineer that the system was constructed as designed is required prior to final acceptance. 0. Pump performance test on pumping stations if applicable. , , 22. All notices that may or must be given under this Agreement shall be in writing and shall be valid if mailed by United States registered or certified mail, postage and charges prepaid from addressed as follows: To Developer: To City of Atlantic Beach City Manager 716 Ocean Boulevard Post Office Box 25 Atlantic Beach, Florida 32233 IN WITNESS WHEREOF, the parties hereto have'executed this Utility Agreement the day and year first written above. Signed, sealed and delivered in the presence of: -,iDeveloper Witness �/ /City of Atlantic B .ch Witness • , ?, fir, + Utility Service Agreement Cost Re -Cap Bahram and Bahman Venus; 1420 Mayport Road; Retail Tire Service Paragraph 12. A. Engineering, plan review, inspection, legal and administrative costs: (2 x 275) = (2 x 350) 0, (.75) + (700) (.75) { " (1,2 (.75) B. Water Plant Capacity Charge: _ $185.00 C. Sewer Plant Capacity Charge: $1,890.00 per restroom = $41488,08— ■ 8393 DEPARTMENT OF BUILDING PERMIT NO. CITY OF ATLANTIC BEACH. FLORIDA PERMIT TO BUILD i3•50 L THIS PERMIT MUST BE POSTED ON JOB {3.500( r.. s 255 1 A 2/20/ Date 2/20/87 19 3393 •"COCA 2255 1C 1/20/ Valuation $ Fee$ 1 50 ►flf? This permit not valid until above fee has been paid to City Treasurer, and is subject to revocation for violation of applicable provisions of law. This is to certify that B & G. Ply* Co. has permission to install plying m Classification Owned by fa 1 1 4 House No. / Na �* • t Rte. According to approved plans which are part of this permit NOTICE —ALL CONCRETE FORMS AND FOOTINGS MUST BE IN- I { SPECTED BEFORE POURING. PERMIT VOID SIX MONTHS AFTER DATE OF ISSUE o Building material, rubbish and debris Fi from this work must not be placed in public space, and must be cleared up and hauled away by either a trac or or owner. Building Official. PERMIT DATE CONTRACTOR FOR OFFICE USE ONLY NUMBER { PLUMBING -■ �.. ELECTRICAL SEWER _• WATER .a+ A i q�'r�I rl ' � t ( I , !. t - 't I i I' '.•••••••i;;;.' 1 . • t nit • ' ; CITY OF ATLANTIC. BEACII • „ '(' • i • 1 , i" • •• ' APPLICATION, FOR PLUMBING PERM '� { ' IT , _.a�;:`PI'i / i LOCATION _ , t { `, r�+ ; ' ' +1 , .I PLUMBING CONTRACTO `'ti ,� �, +' f � f rl , , I it • l' i11. LICENSE ► .' e ` RS CC322 + t • • 1 1 1 „ . ;;` � "OWNER ._. •• 1 ?, + 1 lr a,e � ,f �; B UILDING CONTRACTOR ' • +I,r,f 1: 1 t 1 1 - „ •';jrl; TYPE OF BUILDING • ` • ' ,� , 1 � • j ' ' " iii SINKS ii i ; f j ' • r ;, et a SHOWERS i• r i �� , I �, t ,. LAVATORY ' ..1, ' • 1 .{ } ' , WATER IIEATEKS 1,''.,' .r �. 1 , BATH TUBS ! : • ''rr ' DISHWASHERS j' i 1, , 1 r .1> URINALS :.+ I DISPOSALS • �" • 1 :�,, CLOSETS . ,, s t��' 1 WASIIING NAC1IINE ifl ': �;i' ,1 ” • FLOOR DRAINS } . - ,f j '. • -� ff ,;,,;t OTHER E 1 ? ' 1r 1 l i 7 1 1 1, 11 f. • • {,• t l , , TOTAL FIXTU COUNT rZ� i ,' 1, "••i1 1,i t;',.';':,..; 1'1 r �I , �i r r ` 1 , �.. r �qt / 1 ( { r • L','J, fir.. 4:;3,1)1` r.'t '' 1 "; { '1� 1 �'{ 4` r ; f 1 a !4 • I�; ,i ►,INSTALLATION OF PLUMBING AND F 1 1�'� 0 , ' :.'ii... i F ;{ LXTURES T BE IN TIi i,' ,:!..41)1• r1US ACCORDANCE WI •`�'► ':�1 •;:::•;',, ; Fr.I,,. MOST RECENT • ED ,t ,,�1 s l;�l� y , ( .;;,�� EDITION OF THE SOUi'I1CRN STANDARD PLUMBING CODE :1 •,,, . ?J; ;• `•••11:.1..'.1 ' t ' ' t 1' h 11 1 1� ; , ' 1 } '' ' ' q,, ! 1 ,11, t :� j a t . •, j +1 ` / . i ,.. .:;i'.!1','.:.''... ggg f ' �� , 1' 1.1;..::.•i • 1 1 t { , 1 4 1 1 ' r l . 1= ..' i r�r,II: ',r' •7 i C.1' . ' � j „ ' h ' .1 t i , +.I'1'• • DEPARTMENT OF BUILDING 0 8 CITY OF ATLANTIC BEACH. FLORIDA PERMIT NO. V V [ . G PERMIT TO BUILD Is.nn Ti. TI1S PERMIT MUST BE POSTED ON JOB 39 Cl£?GKT 6967 I • 1 I /20/ Date 10-09-86 19 € •rirtrAC' Valuation $ Fee $ 38.00 6967 ! ` 1 t /2n /9E i 0001 This permit not valid until above fee has been paid to City Treasurer, and is subject to revocation for violation of applicable provisions of law. This is to certify that C . W. ROOD PLUMBZQNG COMPANY has permission to balk INSTALL PLUMBING • Classification COMMERCIAL Zone Owned by VENUS Lot Block S/D House No 1420 MAYPORT ROAD According to approved plans which are part of this permit NOTICE —ALL CONCRETE FORMS AND FOOTINGS MUST BE IN- SPECTED BEFORE POURING. PERMIT VOID SIX MONTHS „ AFTER DATE OF ISSUE - -1► ■ O Building material, rubbish and debris --1 from this work must not be placed in pub ' space, and must be cleared up d auled away by either con- c = or owner Buil ing Official. FOR OFFICE PERMIT DATE USE ONLY NUMBER CONTRACT PLUMBING ELECTRICAL SEWER WATER ,i5"' , • • • CITY OF ATLANTIC "BEACH 1 ( 5 ..' . .• ' F .. APPLICATION. FOR PLUMBING PERMIT i • t t JOB LOCATION ► " , ,, i . I t F PLUMBING CONTRACTOR C • ,,' • I ;1, LICENSE NUMBERS C • �. C 9 .2- 276' ' � ; � � r OWNER TAP-, /S,�l ?� .I , .+' ' , ' BUILDING CONTRACTOR S'� • /3( ;t -' ..TYPE OF BUILDING C 0.7/?�� L — ' i s i SINKS i�'„ , SHOWERS �, ` I • «: , i LAVATORY • • ?.' WATER HEATERS 1 ; .. • • E I ` ,i BATH TUBS � : DISHWASHERS 1 , ,:r URINALS ;''':cLosEas DISPOSALS' ±' i 4 ' �, `' WASHING r1ACHINE ?'•' • '; • " • FLOOR DRAINS ;ki ` i . • ...,—..s.:!!.., 1 OTHER rk I i H. • Y '. -' (� 1 I I�lt , ;... TOTAL FIXTURE COUNT 4 • :4r,I 1 i I II.' „ t • ,1 0 tl1 . Y r 1 1 I r ' n,INSTALLATION OF PLUMBING AND FLXTUIZES MUST BE '� i.; �� , �' ` • + IN ACCORDANCE WITH '1 11'1.'1.. • � ' ` .TIiE MOST RECENT EDITION OF ";,.;::,• '' , '. THE SOUTHERN STANDARD PLUMBING COD I ; 11 �.. _.;,`1 11 .�,,� • !' I ,: ... '.. . f, •:' :/..;:' ',' , . , ,: ... ".. ,. .., . ,.' ' ' . . .. ' : " . • t j l! ' 1 ;. i •. • i,l I t ! ;.,i; ;,,,,...1:: I, • M :.'.1.•...•:y I !a . 11 • . 't'• t '1 R DEPARTMENT OF BUILDING PERMIT NO. 8071 CITY OF ATLANTIC BEACH. FLORIDA PERMIT TO BUILD THIS PERMIT MUST BE POSTED ON JOB 10 -09 -86 i9 Date Valuation $ Fee $ This permit not valid until above fee has been paid to City Treasurer, and is subject to revocation for violation of applicable provisions of law. This is to certify that has permission to bAiid COMMERCIAL Zone Classification Owned by VENUS Lot Mannan.IKKKXXXIMKNIKX 1420 MAYPORT RO ` D House No. According to approved plans which are part of this permit NOTICE —ALL CONCRETE FORMS AND FOOTINGS MUST BE IN- SPECTED BEFORE POURING. PERMIT VOID SIX MONTHS AFTER DATE OF ISSUE 4 -4 4.._ ---- -► O Building material, rubbish and debris - from this work must not be placed in publ' s ace, and b ste hr cleared red up a uled away y tr tor r owner. ' ing Official. _ DATE CONTRACTOR- FOR. OFFICE _ USE ONLY PLUMBING S ®■ ELECTRICAL SEWER WATER AF 8276 r . DEPA OF BUILDING PERMIT NO. CITY OF ATLANTIC BEACH, FLORIDA � PERMIT TO BUILD THIS PERMIT MUST BE POSTED ON JOB 1 \ Date 7 ,7��t - �1 19 8 - Fee $ I . na e:? •n ri Y Valuation $------' " _____ ---L---- • O CItT subject to revocation for violation of a pplicable p aid to City Treasurer, and is r1 2 I 1121 0 �;'� I This permit not valid until above fee has been P C;; � _ provisions of law. • e. F �• & Air • Is ILPV7 , This is to certify that 1 Install Heat 8, Air , has permission to . Zone Classification B. Venus Owned by sro I Block Lot 1420 = Road 1 ,, • • House No. art of this permit According to approved plans which are p NOTICE —ALL CONCRETE FORMS D FOOTINGS MUST BE SPECTED BEFORE POURING. IN PERMIT VOID SIX MONTHS ,� AFTER DATE OF IS SUE 4----4 z Building material, rubbish and debris �4------* Fi from this work must not be placed d in public space, and must be hcl on- up and hauled away by t tractor or owner. Buil Official. ` CONTRACTOR I PATE FOR OFFICE USE ONLY I PLUMBING 11 111111111111 M ELECTRICAL SEWER WATER IINIIIIIII I \ 40m6, u BUILDING AND ZONING INSPECTION DIVISION ; GoD CITY OF ATLANTIC BEACH r• � a ATLANTIC BEACH, FLORIDA 32233 APPLICATION FOR MECHANICAL PERMIT -1N NUMBER IMPORTANT = Applicant to complete all items in sections I, II, III, and IV. 1. , j n LOCATION OF Street Address: (� m Q ( or s ROa P Intersecting Streets: Between And BUILDING Sub division II. IDENTIFICATION - To be completed by all applicants Inconsideration of permit given for doing the work as described in the above statement we hereby agree to perform said work in accordance with the attacked plans and specifications which are a part hereof and in accordance with the City of Jacksonville ordinances and standards of good.. practice listed therein: Nam. of Mechanical h Contractors Contractor (Print) SifllJl ck f eat G ( CO • Master C f CO - I Li-Co 42, Name of Property Owner Q v Znus Signature of Owner 1 Signature of or Authorised Agent (' + M Architect or Engineer III. GENERAL INFORMATION A, of boating fuel: SEER 4 1 0. 0 5 O 5 B. T J EMctrk - CO 3. 20 THIS T BUILO N 17J G OR SITE? BEING DONE E ON O GlIS — 0 LP 0 Natural 0 Control Utility IF YES, GIVE NUMBER OF CONSTRUCTION D On PERMIT VY) O 0 Other — Specify IV. #MCHANICAL EQUIPMENT TO RE INSTALLED NATURE OF WORK (Provide complete list of components on back of this form) ❑, Residential or Ed Commercial Heat 0 Space 0 Recessed Central 0 Floor !d / New Building Air Conditioning: 0 Room Contnl ❑ Existing Building Duet System: Mohriel Fl tiv-UC 1;IQSS Thi 1" _ ❑ Replacement of existing system 3'2 0 f New installation (No system previously installed) Maximum cepac' / c . f .m. 0 Refrigeration ( [ 6 CO each Uni.1) ❑ Extension or add-on to existing system ❑ Other — Specify Cooling tower: Capacity 111.1)". 0 Fin sprinklers: Number of heads.. O Bev te? CI Manaft 0 Escalator ,(numb•r) THIS SPACE POR OFFICE USE ONLY 0 , Gasoline pumps (number) (Received) O Tasks ( number) Remarks O LPG containers (number) 7 C J L_ CHIEF INDUSTRIES, INC. PU Box 2018 Ola West Highway .30 G■aoo Isiano. Nebraska 68802 -2078 Phone 308 382 -8820 August 20, 1986 CO34620 Gentlemen: Please accept this letter as certification that the 40' x 220' x 14' Rigid Frame building which Chief Industries, Inc., will furnish to Agri - Building, Albuquerque, New Mexico, for Mr. Bahram Venus, Jacksonville, Florida, has been designed for the following Toads: 20 PSF Live Load 4 PSF Dead Load 100 MPH Wind Load 1982 Southern Building Code Seismic Zone 1 The design of structural steel members is in accordance with the provisions of the AISC "Specification for the Design, Fabrication and Erection of Structural Steel for Buildings ". The design of Tight gauge steel members is in accordance with the provisions of the AISI "Specification for the Design of Cold- Formed Steel Structural Members". The design of primary and secondary members is in accordance with the provisions of the MBMA "Recommended Design Practices Manual ". Welding design and fabrication is in accordance with the AI SC's Specifications and the American Welding Society's "Code for Welding in Building Construction ". ► t (� p N•.,,�� Very truly yours, \40. ... • .. qti ` ;v��;��t�F�CgT• . • ( , � i Chief Industries, Inc. No. 21938 Chn,0 STATE OF ; Chander P. , •. Nan a P.E. • •. Q•�: Chief Engineer d '%STERED. ENG; •�' TWX: 910 629 3713 CHIEF IND GRID • CABLE: CHIEF GRAND ISLAND NEBRASKA USA CITY F Mot a r 5°9- 3 4t+ a each - Office of Building Official REQUEST FOR INSPECTIO Date -7 ` (6, _o Time Permit fail q Received A. M. P.M. 2- 0 4111..—`__ 1 0 / ' 124Y 0( / ??—• .• Job Add ss Owner's Name — �..(/' Lo ality � / l ! r _. .. / Contractor t • CONCRETE r. " PLUMBING MECHANICAL • R Roofing CI Footing ❑ ..• ,. Slab ❑ Temp Pole Rough ❑ Air Cond. & ❑ Insulation ❑ Lintel El Final Final Out ❑ Pa ❑ Sewer ❑ Fire ire Place ❑ READY FOR INSPECTION Pre Fab Mon. Tues. Wed. Friday A. Inspection Made J d A. . Inspector P.M. � — Final Inspection ❑ /5 / 4 /re G / Y G _ ii - a r .0 Certificate of Occupancy ❑ / /_ l GErfi-1- dv.• .r.e t/.+. . Date CITY OF ATLANTIC BEACH Fixture Unit Worksheet for Water Impact Fee FIXTURE UNITS ARE ESTABLISHED AS THE MEASUREMENT OF WATER DEMAND FOR EACH WATER FIXTURE UNIT INSTALLED AND CONNECTED TO THE CITY WATER SYSTEM. THE WATER SUPPLY CHARGE IS HEREBY FIXED AT TWENTY DOLLARS PER FIXTURE UNIT CONNECTED TO THE CITY WATER SYSTEM. BATHROOM GROUP CONSISTING OF SERVICE SINK TRAP STAND WATER CLOSET, LAVATORY & BATH (8) TUB OR SHOWER STALL (6) qo WATER CLOSET WATER CLOSET, TANK OPERATED (4) VALVE OPERATED (8) BATHTUB /SHOWER (2) URINAL WALL LIP (4) SHOWER GROUP PER HEAD (3) FLOOR DRAIN (1) SHOWER STALL DOMESTIC (2) LAUNDRY TRAY (2) LAVATORY (1) / 2 ° COMBINATION SINK AND TRAY (3) WASHING MACHINE (3) POT, SCULLERY SINK (4) DISHWASHER (2) WASH SINK EACH SET 0 FAUCE KITCHEN SINK (2) KITCHEN SINK WITH WASTE " GRINDER (3) ( ) ) 3 BIDET , FLUSHING RIM SINK (8) WITH URINAL, PEDESTAL, SYPHON JET BLOWOUT (2) 'X LAVATORY, BARBER /BEAUTY SHOP (2) :.. SURGEONS SINK (3) JACUZZI (2) , A te URINAL STALL, WASHOUT (4) TOTAL FIXTURE UNITS oZ @ $20.00 EACH $ �4 J JOB INFORMATION CITY OF Vi 4Ikatic /?each - llo tscla. - Office of Building Official � d REQUEST FOR INSPECTION Date — j �'` Time J � Permit No. Ned / A Job ddre a y tf' ., Owner's //7 t/ Locality Name S ' r Contractor BUILDING CONCRETE ELECTRICAL Framin PLUMBING MECHANICAL g ❑ Footing ❑ Rough Wiring ❑ Re Roofing ❑ Slab ❑ Temp Pole Rough Out ❑ Air. Heating & ❑ Lintel ❑ Final Top Out ❑ Heating Fire Place ❑ READY FOR INSPECTION Pre Fab Mon. Tues. Wed Thurs. Th A.M. W71. Fridayp M. Inspection Made ' O Inspector , ' WN Final Inspection Certificate of Occupancy Date CITY OF 4Ilaodic Beach- egiticia Office of Building Official /� REQUEST FOR INSPECTION { Date i� a'' ! '+ ' 4A Time Permit No. A.M. Received P.M. 91/Jalrict No. ? 1 1 <z . , `,, Job Address Owner's Locality Name Contractor BUILDING CONCRETE ELECTRICAL Framin / PLUMBING MECHANICAL F Roo ❑ Slab Temp Pole ❑ a end ❑ Lintel 4,,,. 0 Final ❑ Top Out ❑ Heating Fire Place ❑ Mon. Y FOR INSPECTION Pre Fab Tues: 7�i Thurs. Friday .M. Inspection Made � " �� .-- , y -- - - - - P. M. P.M. Inspector .. _ &._ Final Inspection ❑ Certiticate of Occupancy Date {}( V J "*� Ttrtifirate fat Oxtu g CITY OF �, ` ` . n Jn�rrtnn 3�e��ctm�n o ftldt g requirements of Section 109 of the Southern Standard T ing Code issued p ursuant to the req compliance with the \i., Code certifying that at the time of issuance this structure was in comp � _� Building following. various ordinances regulating building construction or use. For the f N — Bldg. Permit No. __— � - - "�— � � Al ' 4 < r i. 4 .f �'ii Uu Classification k : Fire District T Group_ Bu Address _ F; —� Bondi of Adding 1 — __ r locality __ - f- 0 1. ' r ;�er 3C .- Building Address By __- — �I+ .1 " I `,-sl'1 A,ry t'v' —_ Dale:_ ��Buildin I POST I N A CONSPICUOUS PLACE 0 44 • BUILDING, PLANNING AND ZONING INSPECTION DEPARTMENT CITY OF ATLANTIC BEACH, FLORIDA CERTIFICATE OF OCCUPANCY WORK SHEET Date Requested: 3/19/87 Building Contractor: Clifford S. Barber Building Permit Number: 8070 Address: 1420 Mayport Road Legal Description: Lot 1 -6 BLIP 3 Sec. H Improvements to the above described property have been completed in accordance with the terms of the permit and is certified to be ready for occupancy as Commercial Comments: * * * * * BEFORE ISSUING CERTIFICATE OF OCCUPANCY THE FOLLOWING MUST BE COMPLETE DEPARTMENT DATE NOTIFIED: DATE APPROVED: BY): Fire Chief 31987 r P ;- j Public Works 3/19/87 j Planning Director 3L19/87 3 1(z7 4 Al Building Inspector 3/12/87 r - ---------- - - --- ----- -7 CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING CO 0 800 SEMINOLE ROAD - ATLANTIC BEACH FL 32233 - TEL: 247-5826 - FAX - 877 PERMIT INFORMATION : LOCATION INFORMATION - Permit Number: 20390 ' 5.) i. Address: 1420 MAYPORT ROAD Permit Type: COMMERCIAL ATLANTIC BEACH, FLORIDA 32233 Class of Work: ADDITION AO 3 q's Township: 0 Range: 0 Book: Proposed Use: COMMERCIAL Lot(s): Block: Section: 0 Square Feet: Subdivision: Est. Value: Parcel Number: improv. Cost: 24,900.00 OWNERINFORMAT/ON Date Issued: 7/21/2000 Name: VENUS Total Fees: 5,637.50 Address: 1420 MAYPORT ROAD Amount Paid: 5,637.50 ATLANTIC BEACH, FLORIDA 32233 Date Paid: 7/21/2000 Phone: (000)000-0000 Work Desc: RENOVATE/ADD RESTROOMS PER PLANS CONTRACTORLS) APPLICATION FEES ERNEST RUSSELL PERMIT 202.50 ■,J WATER IMPACT FEE 400.00 -- l c , 'I c E _J.r --t- SEWER IMPACT FEE e7......:14....(1..L.) CROSS CONNECTION ........ - DO ... Inspec ons Require. FOOTING 1 SLA. 1CsVER UP 1 FRAMING , FINA BUILDIN - 'INSULATION i I - 1 1 1 NOTICE - INSPECTION UST :E REQU TED AT L; ST 24 HOURS PRIOR TO INSPECTION BUILDING MATERIAL, RUBBISH AND * . BRI . FROM THIS i; - MUST NOT BE PLACED IN PUBLIC SPACE, AND MUST BE CLEARED UP AND HAULED A - BY EITHER CONTRACTOR OR OWNER "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS" ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. li k AT ' IC : BUILDI EPT. I PSR- 17098 DEPARTMENT OF BUILDING CITY OF ATLANTIC BEACH - - - PERMIT INFORMATION - LOCATION INFORMATION Permit Number:; 17098 A3dress: 1420 MAYPORT ROAD Permit Type:UTILITIES ATLANTIC BEACH, FLORIDA 32233 C1 ass of Work :ALTERATION - LEGAL DESCRIPTION Constr. Type :CONCRETE BLOCK Block: Lot: Twp: 0 Proposed Use:COMMERCIAL Section: 0 Subd: Rng: 0 Dwellings: 0 Subdivision: Est. Value: 0.00 Improv. Cost: 0.00 Total Fees: 500.00 Amount Paid: 500.00 Date Paid 9/03/1998 park Desc WATP1~t 1 PACT FOR 5 W7.T R CLO3ETS AND iCt LAVATORIES - - OWNER tNRATION APPLICATION FEES ---------- `lame : VENUS " PERMIT.` 0.00 ddr : 1.40 )t PORT ROAD aAT R IMPACT FS?' 500. '; y ATLANTIC FLORIDA 32233 , Phone : ( 000 ) 00O - 0000 -. _ - _ _ - CONT INFORMATION -. - - Name : STEEG . PLUMBING _� . ddr: 1601 MAIN STREET _ -" ATLANTIC BEACH FLORIDA 32233 " , ] - ✓ / Lic: CFCO371.93 .., Exp: / / Type : 4 , I . NOTES: <:; " _ 1" f'f NOTICE - INSPECTIONS MUST BE REQUESTED AT LEAST 24 HOURS PRIOR TO INSPECTION BUILDING MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE, AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER "FAILURE TO COMPLY WITH THE MECHANICS' LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS." ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. $588.88 54 Date: 1i1f6798IR Receipt: 8083731 CHECKS 12285 ATLAN C BEACH BUILDI G D PARTMENT 48:,8883433788 By: `I c-- -- - ..._ - - CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING 800 SEMINOLE ROAD - ATLANTIC BEACH, FL 32233 - TEL: 247 -5826 - FAX: 247 -5877 PERMIT INFORMATION -------- - - -- - -- _ ' LOCATIO N INFORMATION Permit Number: 20294 - - Address: 1420 MAYPORT ROAD Permit Type: DEMOLITION ATLANTIC BEACH, FLORIDA 32233 Class of Work: REMOVAL Township: 0 Range: 0 Book: Proposed Use: Lot(s):1 &2 Block: 5 Section: 0 Square Feet: Subdivision: SECTION H Est. Value: Parcel Number: Improv. Cost: -- � Date Issued: 6/28/2000 -- OWNER INFORMATION Name: ATLANTIC TIRE & SERVICE Total Fees: 100.00 Address: 1420 MAYPORT ROAD Amount Paid: 100.00 ! ATLANTIC BEACH, FLORIDA 32233 Date Paid: 6/28/2000 I Phone: ' (904)246 -6341 Work D esc: DEMOLITION OF EXISTING SHEET ROCK/METAL STUD WALL CONTRACTORjS_ - -- - - PL -- - - -- -� - - - - -- — - APPLICATION FEES PROPERTY OWNER _ PERMIT 100.00 ' I ' c Inspections Required j NOTICE - INSPECTIONS MUST BE REQUESTED AT LEAST 24 HOURS PRIOR TO INSPECTION I BUILDING MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE, AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS " — i ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. --- - - -- - - -- $188.88 14 _ / ..0!' I �'A 0 Date: 6/38/88 81 Receipt: 6 392 GNEGK5 13b5 ATLAN :EACH : ILDING DEPT. 8alslee lee® 4Ju1 2 0 2a0 CITY OF ATLANTIC BEACH Cit��y,,��of Atlantic Beach PERMIT APPLICATION REMODEL, ADDITIONS, OR AL Z t a 1v,S G DEMOLITIONS Owner (s) : / 4 r6z A4Q Job Address: /q )-C) CYI (e J,Phone: ( J'/ / L // ��" � C(J CrJ�7/ Lot # Block or Unit # J' Subdivision: Contractor: S'e( / State License # — Address: — Phone No: "- City State Zip Code Describe work to be done: deyiLQ 1C�� 5'#( ,'1'aak 11(4- Sb4, 14)414. Present use of building: y t'.,/) Valuation of Proposed Construction: Proposed use: t Is this an addition? b If yes, what are the dimensions of the added space: 04 ft. X 71 ft. Will the added area be heated and cooled? 044 New electrical (or increase) ? . New plumbing fixtures? New fireplace? - New Heat /AC? SUBMIT T (COMME:RCIAL) IWO (RESIDENTIAL) COMPLETE SETS OF PLANS, INCLUDING SITE PLAN, SURVEY, ENERGY CODE FORMS, NOTICE OF CObMENCEMENT, AND OWNER /CONTRACTOR AFFIDAVIT, IF OWNER IS CONTRACTOR. Signature OWNER: C/E'�y t[t'1 Date: : 7iG� t � � d Signature CONTRACTOR: Date: AS TO OWNER: r Sworn to and subscribed before me this a" day of J r , 2000. rdr Am NOTARY PUBLIC = " '`C+iMI55I Expires AS TO CONTRACTOR: ' August 27 2000 1 r��` BDNOED TNgU TADY FAIN � Sworn to and subscribed before me this day of ,2000. NOTARY PUBLIC CITY OF ATLANTIC BEACH, FLORIDA I Approved by i APPLICATION FOR ELECTRICAL PERMIT TO THE CHIEF ELECTRICAL INSPECTOR: DATE: 1 -1 >p z IMPORTANT NOTICE: IN CONSIDERATION OF PERMIT GIVEN FOR DOING THE WORK AS DESCRIBED IN THE FOLLOWING, WE HEREBY AGREE TO PERFORM • SAID WORK IN ACCORDANCE WITH THE ATTACHED PLANS AND SPECIFICATIONS, WHICH ARE A PART HEREOF, AND IN'ACCORDANCE WITH THE ELECTRICAL REGULATIONS, CODES AND CITY OF ATLANTIC BEACH ORDINANCES. ts i Y\i\tcL,„. ..,./ .., . ,,,,, 6 -a5-c) ELECTRICAL FIRM: MASTER ELECTRICIA ' I r ' • 1 : • k ,Y IV : , AL, , , NAME ADDRESS: Z o t" P� CIOYCT go , RFD BOX BLDG. SIZE BETWEEN: RES. ( I APT. ( ) COMM. )4 PUBLIC ( ) INDUS. ( ) NEW ( ) OLD (X REW. ( ) ADDITION ( ) TRAILER ( ) / TEMP. ( ) SIGNS ( ) SO. FT. SERVICE: NEW ( ) INCREASE ( ) REPAIR ( ) FEE CONDUCTOR SIZE AMPS COPPER ( ) ALUM. ( ) SWITCH OR BREAKER AMPS PH W VOLT RACEWAY EXIST. SERV. SIZE � � AMPS S PH 4 W VOLT • 'Z RACEWAY FEEDERS NO. SIZE NO. SIZE NO. SIZ LIGHTING OUTLETS CONCEALED OPEN 7. f- TOTAL RECEPTACLES CONCEALED OPEN / Z TOTAL 0.30 AMPS. 3t.100 AMPS. SWITCHES 6 INCANDESCENT FLUORESCENT & M. V. Z- FIXED 1 0 .100 A MPS. . OVER APPLIANCES 1 I BELL TRANSF. AIR H.P. RATING H.P. RATING CONDITIONING COMP. MOTOR OTHER MOTORS AMPS CEIL HEAT: KW -HEAT 0-1 VER MOTORS H.P. VOLTAGE PHS NO. 1H.P. VOLTAGE PHS MISCELLANEOUS TRANSFORMERS: UNDER 600 V. OVER 600 V. NO. KVA • NO. , KVA NO. NEON TRANSF. NO. ' VA. MA. MOTOR SIZE SWITCH FLASHE - EACH SIGN t 1 1 — FORWARDED . $ TOTAL FEES 1 11P v r . (7 1 CITY OF ATLANTICBEA — - - - - ---- _ 1 DEPARTMENT OF BUILDING 800 Seminole Road - Atlantic Beach, FL 32233 - Tel: 247-5826 - Fax: 247-5877 / I I - - - - - PLUIVIBING PERMIT 141-R-Ii-E 41- kii - RITIAT' — — - - - -- - - - - - ION I Address: I A (-5- T14 C LA2 -A- 0 - N T T 10 / Ki li-4- FORMATION - - - 1 M ABYEPAOcRHT, FLORIDA Permit - 20498 - Permit Type: PLUMBING Class of Work: REMODEL -- - I Township: 0 --- 32233 --- 1 i Proposed Use: COMMERCIAL i sLuobt(dsi).v: Range: 0 Book: Square Feet: ision: Block: Section: 0 I ) Est. Value: mprov. Cost: _ Parcel Number: i I ! i i Date issued: 8/17/2000 _ _ N 1 Total Fees: i AdNdarernses:: V14-82NOUMSAYPORT ROAD -- -- -- 1 Amount P 50.00 aid: 50.00 ATLANTIC BEACH, FLORIDA 32233 Date Paid: 8/17/2000 L_ _ VVork _Desc: INSTALL PLUMBING7,BACKFLOWPREVENTER/C LADING PERMIT ---- __APPLICATION FEES ! T-PERMIT- I 1 50.00 1 1 1 / i I I 1 I 1 I I / I 1 1 ! i I - 0 N) - - - - - - - - - In_s_pections Require R SLAB pLumtlIN-0— _ _ _ _ rl-t -11----- - - - - -- — — — i 'FINAL — 1 I 1 I NOTICE- INSPECTIONS MUST BE REQUESTED AT LEAST 24 HOURS PRIOR TO INSPECTION ) BUILDING MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE, AND MUST BE CLEARED UpANDHAULED AWAY BY EITHER CONTRACTOR OR OWNER "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS" _ _ ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO_REVOCATION__ 1 FOR VIOLATION OF APPLICALEpRoVISIONSp_ F_LA _._ _ _ _ _ _ - t50. l' . 1.921 5 i! 1 ,1 1 1 1 I I I 1 I I i 11 1 I • ��;' CITY OF fitieutac Veda - 96144 • 716 OCEAN BOULEVARD A j -- - - P. O. BOX 25 ATLANTIC BEACH, FLORIDA 32233 TELEPHONE (904) 249 -2395 November 9, 1988 To Whom It May Concern: We have found it necessary to make the following address adjustments:__.._ (27 Mayport Road - ;the building which houses A -1 Auto Rental been changed to 1402 Mayport Road. 1400 Mayport Road - the old Leslie Motors building, will remain 1400 Mayport Road. Note: The two buildings share electrical and water services. Sincerely, F ATLANTIC BEACH Rene' , ngers Community Developme Director cc: A -1 Auto Rental San Pablo Motors Jacksonville Electric Authority Atlantic Beach City Clerk Atlantic Beach Utility Billing U.S. Postal Service file o � 1,411.1441,/c4 i-- k. -..,4___ A' , (% zoRIDt• NOTIC ADD1T OF NS or CORRECT ION DO NOT REMOVE JOB ADDRESS E / Y2 d Ai 4- YPore DAB The following JOB � \ O !�. -,p_ c� ng additi NOT BEEN COMPLETED U P or co rrections d O the Job will be accepted 11 be made before in _, gl i1500REINSPECT FEE It is unlawful for an y Carpenter, Co ntractor, r, with flo c' n cover or cause to b Builder, s, t o lath, a covered, a f t other inspector has earth or other proper any part After had ample time material, until the of the work additions or come me of approve the in stallation. coon ment for Building p e e bee an inspection. Field inspectors � � 6,N made, call 247- 5826, office fro m 8:00 P.m. Mon Pectors are in the of .- 0/e Monday through a.m. to 5:00 gh Frida BLDG ,iira 1 CITY OF ATLANTIC BEACH, FLORIDA 5 Approved by APPLICATION FOR ELECTRICAL PERMIT TO THE CHIEF ELECTRICAL INSPECTOR: DATE: 19 IMPORTANT NOTICE: IN CONSIDERATION OF PERMIT GIVEN FOR DOING THE WORK AS DESCRIBED IN THE FOLLOWING, WE HEREBY AGREE TO PERFORM SAID WORK IN ACCORDANCE WITH THE ATTACHED PLANS AND SPECIFICATIONS, WHICH ARE A PART HEREOF, AND IN ACCORDANCE WITH THE ELECTRICAL REGULATIONS, CODES AND CITY OF ATLANTIC BEACH ORDINANCES. ELECTRICAL FIRM; �` MASTER ELECTRICIAN SIGNATURE JOURNEYMAN NAMElFN6ie. '. 2 C i - ADDRESS: /e 4 2 . � Q {NG .577-: RFD BOX BLDG. SIZE f BETWEEN: RES. ( 1 APT. ( ) COMM. (v)' PUBLIC ( 1 INDUS. ( ) NEW (Iv OLD ( ) REW. ( 1 ADDITION ( ) TRAILER ( ) TEMP. ( ) SIGNS l V) SG. FT. SERVICE: NEW ( ) INCREASE ( ) REPAIR ( ) FEE CON DUCTOR SIZE AMPS COPPER ( ) ALUM. ( ) SWITCH OR BREAKER AMPS PH W VOLT RACEWAY EXIST. SERV. SIZE n D AMPS ON PH 3 W / /(VOLT RACEWAY FEEDERS NO. SIZE NO. SIZE NO. SIZE LIGHTING OUTLETS CONCEALED ` OPEN " TOTAL RECEPTACLES CONCEALED OPEN TOTAL 0.30 AMPS. 31.100 AMP SWITCHES INCANDESCENT FLUORESCENT & M. V. FIXED 0.100 AMPS. ' OVER APPLIANCES BELL TRANSF. AIR H.P. RATING H.P. RATING CONDITIONING COMP. MOTOR OTHER MOTORS AMPS CEIL HEAT: KW -HEAT 0-1 I OVER MOTORS H.P. VOLTAGE PHS NO. 1 H.P. VOLTAGE PHS MISCELLANEOUS h', _ /Very,...) 7© 57 t.) c r ,, e., / 7- a'y'' 0771 TRANSFORMERS: UNDER 800 V. OVER 600' V. NO, KVA NO. KVA NO. NEON TRANSF. NO. VA. MA, MOTOR SIZE SWITCH FLASHER EACH SIGN FORWARDED TOTAL FEES t/ 1 ... „ 1 , ,/N S riq LG-. po c -' t— e-c / 45. e , C- Sr GA-) p )f2/ 44- r --. ,z'at7e& - ,P=e /2 ; x' . 20 General „tib /� ,� Y�'� �� SIGN SERVICE G .,�,, '�=.�c-,s A4¢, P. d. �_. JACKSONV ILLE, 3733 FLA, 222 16 v �1�41��i0000 �� V -fir tat2l tX STDNs f , _ 4.= s .c ) ' !!ilding and Zoning (./G, y- ,0 o f /s / /d'f O !I 16 - - - - /‘".., iz 0 frit) tr $ ''yo,)nePcicF -fir// F ly _- • / /P8' t'-, /6s, 6 =,, a 1 ,11 2 .- =/42. -,4-” ,.o 4- __MI ‘.(fee l.v i/ 1 - 2'404, ., P41-z) /t) /Y/O.Z? G'c F ac � 7i, Be- (JG(6 ,, .,,,,, .. -- ... ,)&...... t _____4Jes - . .., f,: di _ _ _ -�(�- _. _._- i-.73,0e s=*== Qo.i.:Q7/ ,.}�+y /� -�'i , / w IA \ c ✓ 4 e .s , •■ V444 / Z i # P n1, % P- ors /4 s'n/c , i 7; P v �3 7, G �fi `OF ATLANTIC BACK / ii BUILDING O �MN I Ifl' o '.2% w I a ; J ^J 1987 ._r_ 1 ! t ' 4 w RECEIVED tori 1 2 %OO2 1 City of Atlantic Beach „ ", ` ) Baking and Zoning City of Atlantic Beach • 800 Seminole Road • Atlantic Beach, Flo Phone: (904) 247 -5800 • FAX (904) 247 -5805 • http: / /www /ci.at APPLICATION FOR SIGN PE • i/ , ��, DATE (e1;45/7/2 �� a �iC�1t� APPLICANT /d/ 5 , ,, STREET ADDRESS _/ 2 / 4 //o /t Liz) SUITE NUMBER PROPERTY APPRAISER'S REAL ESTATE NUMBER BLOCK #5 LOT# 1 — (.° ZONING DISTRICT ELECTRICAL PERMIT REQUIRED: &YES* ❑ NO * ELECTRICAL CONTRACTOR /t ' / TYPE OF SIGN AND METHO OF ONSTRUCTION 1- / i FL � "Y' .1 's . 41/ 7 Iv isor 1' Sl /� /04 1 ` /5 /C-- ' 7� /jam DIENSIONS AND i`6TAL S / ��yg I�UAR7, FOOTAGE OF SI ../1 Ir i � ,� // 1..� 0:4 /L Signs over fifty (50) square feet in area and/or seventeen (17) feet in height, or any size weighing more than one thousand (1000) pounds shall be submitted with drawings from a registered engineer. Signs with an area greater than thirty (30) square feet shall be constructed to withstand minimum wind loads of thirty -five (35) pounds per square foot. Drawings shall also demonstrate that the support structure of the sign is adequate to support the weight of the sign. PLEASE PROVIDE TWO (2) COPIES OF APPLICATION AN k NFORMATION. 1. Site plan showing location of proposed sign(s), and rom property line or right -of -way for freestanding signs. a . r , 2. Linear frontage of office business or storefront 3. Owner's authorization form if applicant is othi 4. Other information as may be required by Chal e / de. I HEREBY CERTIFY T • T ALL INFORMATIC :ORRECT. Signature of ow • • • or authorized agent. SIGNAT • /,,./ ' RINT NAME l� jl / A . O/ ADDRESS AN CONTACT INFORMATION OF PERSON TO RECEIVE ALL CORRESPONDENCE REGARDING THIS APPLICATIO (PLEASE T) NAME \/ t Z/3/* L) / MAILING ADDRESS a 3 S. __,,Z- ,6 / - / GEC PHONE 94 7667 FAX 9W ' 7/J E -MAIL 6:7_5y/6 /ZS 0.1X1//' 0/L /id. A f z OWNER'S AUTHORIZATION FOR AGENT d , is hereby authorized , TO ACT ON BEHALF OF' A! , the owner(s) of those lands described within the attached application, and at.; described in the attached deed or other such proof of ownership as may be required in applying to the City of Atlantic Beach, Florida, for art application related to a Development Permit or other action pursuant to a: [1] Zoning Valiance 1 Appeal r E Use by Exception Li Fence or Pool Permit 7 Rezoning ig- Sign Perrnit I Plat or Replat D Other B5a462- /MAVY . Siosire of Owner / _ -- Print Name ti/e14(4/ Siguture 4 Owner i , / -///1/170 lic-7(1,5 Print Name 0 ----, ?C 1 6 -65 c l i Telephone Number i State of Florida County of Duval Signed and sworn before me on. this _ day of, 2001. By , Identification verified: - Oath sworn: Yes Alf ...,, / __,_16 Al :,6-....-.....A1 Signature My C;ommissio s ailed 14 Walters • • My Cornrnission131XSISTOB rilIF Expires September 23,2006 1 a 'cl SOSS quewq—redea 5uTp/tna dS2:20 ao i.2 uer IU k'L1l.HL iUld t uh .i ll•lr 1 L1v /11 Sec. 20 -3. Sign Permits - Required - It shall be unlawful for any person to install, alter or relocate any sign, marquee, canopy, awning or other advertising structure permitted under section 20 -2 without first obtainin a permit from the City Manager and making payment to the City Clerk of th required fee. All illuminated signs shall, in addition, be subject to th - provisions of the City Electrical Code and any permit fees required there under___SOrdinance_No__60 -66 -1 4Z _______________________________ TYPE OF SIGN Name, Address & Phone No. Applicant Flat ccrit - / Horizontal Projecting - 7 ��75' 3 -- 3_x-07 • Vertical Projecting /9 S gar od Roof 3� <"6. O . Pole - �� s'QIPT, Name, Address & Phone No. Owner Marquee or Awning ~� _5,of L/` �� Lac" VALUATION $ l' frM Address of the Sign ,41- T re_ !�e Of' ti �.�A /1 2-0 MA YPo /27 ,'b T4.¢,✓ is ! - ,4 # r«4. ATTACH THE FOLLOWING TO THIS APPLICATION: a. The location fo the building, structure or lot to which or upon which the sign or other advertising structure is to be attached or erected. b. A Plot plan showing the position of the sign or other advertising stri ture in relation to nearby buildings or structures. c. A blueprint or ink drawing of the plans and specifications and method of construction and attachment to the building or in the ground. d, The name of the person /contractor erecting the structure. e, Any electrical permit required and issued for such sign., f. Registered engineer's drawings must be submitted with applciations fo] roof signs over fifty square feet in area, and for any sign the top of whi is more than seventeen feet above the ground or weighing more than one thousand pounds, or solid sign of area more than thirty square feet, showi that such sign will be erected to withstand a wind pressure of at least thirty -five pounds per square foot and that the weight of such sign will 1 amply supported by the roof of the building or the ground support on whicl it is to be erected. g , Such other information as the City Manager shall require to show full compliance with Chapter 20 and all other laws and ordinances of the City. SIGNATURE OF APPLICANT ;� i 1 DATE 4/C 47 SIGNATURE OF OWNER d%."9"74- v y DATE &l/?/ /ec/ /g c vQ% Jim �� 324 N. 6TH AVE. P.O. Box 50678 JACKSONVILLE BEACH, FLORIDA 32240 -0678 STATEMENT E-157 (904) 246 -4964 DATE 1/30/87 STAN BARBER RE: 1420 MAYPORT ROAD ( BAHMAN VENUS ) AMOUNT ENCLOSED $ DATE INVOICE NUMBER /DESCRIPTION CHARGES II CREDITS 9 BALANCE BALANCE FORWARD I) ELECTRICAL SERVICES RENDERED PERMIT $65.00 installed conduit and receptacle boxes fcr receptaclEs in grease pit concrete walls, installed conduit for air lines intj grease pit concrete walls 580.00 removed conduit and boxes that had been inE :ailed improperly and r_et according to national electric code 5110.00 =stalled temporary pole 75.00 removal of temporary pole 75.00 $905.00 =;iE ABOVE CHARGES MUST BE PAID 3EFORE WE CANCEL CONTRACT & PERMIT A REMINDER TERMS: NET A SERVICE CHARGE WILL BE ADDED UPON RECEIPT FOR OVER DUE ACCOUNTS (F414 (� k c 4 IG �(S �IU*. PAY LAST AMOUNT O IN THIS COLUMN wasimMONew 1 DEPARTMENT OF BUILDING - CITY OF ATLANTIC BEACH, FLORIDA PERMIT NO PERMIT TO BUILD THIS PERMIT MUST BE POSTED ON JOB 7.52 TL Date June 2 19 87 74!'101(Tr 9442 14 5/05/57 Valuation $ Fee $ 7.50 5742 .oi0CArr 9442 I A K/115/197 This permit not valid until above fee has been paid to City Treasurer, and is 1 0001 subject to revocation for violation of applicable provisions of law. This is to certify that General Si gn Service has permission to build Pole Sign as per plaits Classification Commercial Zone Owned by Direct Ztifi[XXX Sale Tire Lot Block S/D House No. 1420 Mayport Road According to approved plans which are part of this permit NOTICE —ALL CONCRETE FORMS AND FOOTINGS MUST BE IN- SPECTED BEFORE POURING. PERMIT VOID SIX MONTHS - AFTER DATE OF ISSUE 4 � ♦ — — + 0 Building material, rubbish and debris - from this work must not be placed in publ• ace, and must be cleared a ct nd or uled ow away by either con e t - ,� tra / 4 Building Official. FOR OFFICE PERMIT USE ONLY NUMBER DATE CONTRACTOR PLUMBING ELECTRICAL SEWER WATER Yii _ e d Bk ILDING AND ZONING INSPECTION DIVISION S y FATLANTICBEACH, FLORIDA z csa CITY O E SO LECTRICAL f'PERMIT a Date 6/$1 *1 Fee $ 2O Permit No. 523 O Location Via Kayport m Between O . and a _ This is to certify that a h er . 1 Iv 0 4".: F • 4 Servi gassanoot G (Electrica Contractor) (Mast ectrician . has permission to install Electrical Construction as described herein in ot accordance with the provisions of the Electrical Code and regulations 141 .; of the City of Jacksonville, and subject to the information shown on the ' 3 w ° 1 application, drawings and specifications which are made a part of this 3 1 . ' for Sig* Sortie* a W • Type of work: Comisereial 4� -Side Sign a 3 SERVICE: entisting Mite's 2ple 3M ilSy ft 4 Feeders: H Outlets: Receptacles: Switches: CO Incandescent: Fluorescent: Appliances:' Air Conditioning: Motors: Transformers: Signs: Miscellaneous: ail$10.1B NOW ht Sig* : ( *ll s ) IF NO WORK 1S DONE UNDER THIS PERMIT DURING ANY SIX ISSUED BY MONTHS PERIOD, PERMIT Electrical Inspection Supervisor' BECOMES-VOID., ESTIMATED COST FOR WATER TAP Permanent Tap will be 1420 Mayport Road NOTE: Tap to be used for 2" reduced to 3/4" for Construction water ONLY Construction use. MATERIAL AND LABOR RECORD until Sewer Service is prrnT d OUANTRY MATERIAL USED PRICE I AMOUNT 1 10" X 2" Tapping Saddle 22 00 , 22 00 • 1 2" Corporation Stop 15 60 ! 15 60 7 Meter Fnr)s ( for 3/4" Temp. Meter 1 50 3 00 1 3/4" Curb Stop (Temp,) 10 75 10 75 5' 2" PVC 0 35 1 75 lea Meter Box ( For 11" Meter) 22 00 ! 22 00 Miscellanous Fittings lump Sum 8 00 Sub-total 83 10 10% Overhead 8 31 - Material Total 91 41 :quipment 4 hrs,Truck _ 10 III 40 00 JOB I COMPLETED? YES ❑ NO ❑ DATE BILLED 19 DATE MECHANICOR HELPER WORK DONE HRS. RATE AMOUNT Three (3) Men Hand dig because 4 18.A: 73 12 of buried cables 30% Overhead 71.94 Total Labor 95 06 TOTAL LABOR COST TOTAL MATERIAL COST 91 4 1 1 TOTAL SELLING PRICE TOTAL LABOR COST 95 06 LESS TOTAL COST Truck - 40 00 PAOF; x) ass OVE AHEAD Mete 85 OO os'soFsEliMIGPRICE) - _ - J ESTIMATEQTOTALCOST 311 47 NETPROFIT I w) �J r;p# 4 IL y. ak{. GI —0 I 2 m z * _ nn n, co . ,L _ ... c . ,, .. u) n G) z m c ,...„„ ..., 0 0 144 '. , 4 4 4 II -1 e K 0 ft at -I .... ) m " ,.< m rn , m , ... r. r m 0 ,., pp ,.. (.),.. ______ (....... m ' . .4, .. o til n .. , ..... C .....•••••.4::•- 13 0 0 m 5•.) 0 / • *•••• ' *1 (1 --x *"... glIE a , m 1 tn n 1> ,..„, ' . vow N., 4 ,,,.. . ' C IA .4.- -,....., ,.., . . r ' N , ' MAYPoR7 RoPt-D • ,) City of AkiVic Bt pirnryo ;mid 7c)tiii TE ANTIC TIRE PARKING LOT MAIN BL DG N - 1-0 1 RE7 NI 0 DEL. .C4R . WAsH 3 SToRAGE. UNITS 19 id 3 5 1 2.1 ,24 15ITE PLAN- 1 INIAYPOkT ROAD - 5EPT,"2000 - ". I 0 ' MAYPORT R 0/4 D 1■4 L • • ond Tionina ATLANTIC TI RE PA R KING LOT MAT' N BLDG +e, 5 RE MODEL C4R WAS4 + 3 - 5T OR GE UNITS A A ; 21 ,24 NI SITE PLAN - 1-1-20 MAYR: ROAD - SEPT; a000 ATLANTIC TIRE 5T_q RA GE U_NLTS S_' EEL _ RA _ME , - GALVALL_ME go_o BLOCK : : PA RT. I7,LOIV_: _ -__ LL _- CROSS—HATCHED— ARE s _- _IV EW: : -:ConrsrRUCTSON ! L&T'4L_= . STUD5_,.MET4L :E)CT_EJ.T O R :S) EE r' :ROCK _ :IN_T_ERIoj -__. ---- .1G_ 0,_ , , T , me+.1 KJ 4- so-14+ r /;' % 1- rialEMENEll ; 1..... s +CA s +CJs i 8 I ,, Acrn'lt /� o / � � 1i} 14 R0)1 Up i 10 Roll Up ,i, 7 8Iock! 1. I/ i/ /, , ' 8 r door Door a i • —6. - Svc ■ 1 -- I S C -- - -- I s - - * s-- F-- -- 3S ' EAST_ EL,EVf37ION_- --- W- 65T_._- - 5-LEYATI -0 AI T T - f ir ' /' i Fxks+i g 14� 2' Conc rmTe $lock 4,----,, 12 S 2 - Beams i li i • NOR ELEVATZ.oN - ELEVATIONS- 1420 MAYPORT ROAD - SEPT 2000 - 1 "= 10 MAypoR7 ROAD N Qit :ATE ANTIC TIRE PA RKING LOT tvi ArN &EG N.1- +0 54.1e. 0 DEL *.c4R WASH -+0 3 - 570RA GE. UNI TS 35 - -- 4 21 1 migypoRT ROAD - sEVr. 2000 - :SITE PL AN - P+20 ATLANTIC TIRE ST0 RA GE uNITS STEEL FRAME _., GALA/ALUM E - ,1 _ BLOCK PARTITIOV ALL cRo55 - HATCHED AREAS _I7 _IV EW_ -- c oN s7R U c TI ON 7 .M.ETAL_ __sT__VD .5 , METAL_ EXTERZ 0 R _SNE ET RoCK iN TERT0R 16 " o.c. MOMMIIIIIIM T me+.) goo4 4 So-i-P+ — r/ / F INEMENnal ''' ,','/:/-- :: dSit01 S I r / / ' .,. , oncrik '/1 7: 1811 ' A. Block, : , ' , / /: ILE g 1 4 Roii Op i".. 4 10 Roll Op VE il a ", o a / // . ' I DO0f- II :1 • 1 i' 'ill 6 a a • 2 ' • Ai ! 1 1 • -;;; II ! • / • NI _y v V 61 ... - - 1 _EAST ELEVITION --V -5" EL 1-VATIoN _ . T - '.%//';'''/ 17 1 x / Ag ..c .--- Co-e B ) , k ti- Ia n s+e. 1 2- Be..2iy) 2 I-- 2.(, N O R T H St EN)ATION ELEVATIONS- 1420 MAYPORT ROAD - SEPT,2000 - Iii- 10' • • t `�` � A • • +`!I' i I /,,) day .18rIS • MIL'H , ' ,,t: k-k.S` ,.....--J ' del sagaM a . .• . ,, i•l • xaaas azeooi i •zalem alasoi i . ,, 3 1, ,(0 . 4 3 -�� 1 ;.f.:..'' ✓�j 1 �, „// 1 •, i r; , r s f • � : • • • • • • 1 L 6' "'o� AilirrE:.::, . . i.i.I...,..., . • .1: . aurpaag aociurtN xaqumN .zalPy (iCT?Ine3 -TPTT 3T) ;` . t i, a�alaL1 xa�aL1' �Unoaary azTS ssa ' i 11 ; i' i NOiIV I\ sNI 2I =1 21 ivi • t , • 1 16i i rw7 3�2vG� Z& (-QJ7 — • ?PTTfl o ad�S,� uoiszn?P�S ii oTa #1 • LL ` % / ssa.xppv laax4 , GQ • • yylilj� /�^ ' r zoqaazluo0 za 112C1110 MOM S3IZI'II TI1 ' ' ' i t I ; 6 �,k., • id s f , CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FLORIDA 32233 -5445 M w,:, IS TELEPHONE: (904) 247 -5800 r \` S FA (904) 247 -5805 - _, SUNCOM: 852 -5800 http: / /ci.atlantic- beach.fl.us October 25, 2000 Bahram Venus 1420 Mayport Road Atlantic Beach, FL 32233 Re: Application for a building permit at 1420 Mayport Road Dear Sir: Your application for City of Atlantic Beach building permit to remodel the structure (car wash) at 1420 Mayport Road is being returned due to the following: 1. No accurate survey 2. Application left incomplete for over 30 days. Please contact me at 247 -5826 if you have any questions concerning this matter. Sincerely, C Don C. Ford, C.B.O. Building Official DCF /pah xc: City Manager Schedule E Supplemental Income and Loss OMB No. 1545 -0074 (Form 1040) (From rental real estate, royalties, partnerships, �� S corporations, estates, trusts, REMICs, etc) Internal evenue the Service (99) See instructions s for Scchedule E (Form 1040). Name(s) Shown on Return 13 Your Social Security Number ERNEST L RUSSELL, JR & DIANE L RUSSELL 229 -62 -5809 ltNitett, Income or Loss from Rental Real Estate and Royalties Note: Report income and expenses from your business of renting personal property on Schedule C or C -EZ Report farm rental income or loss from Form 4835 on page 2, line 39. 1 Show the kind and location of each rental real estate property: 2 For each rental real estate Yes No A RENTAL property listed on line 1, did you 845 BONITA RD, ATLANTIC BEACH,FL,32233 or your family use it during the tax year for personal purposes A X B for more than the greater of: • 14 days, or C • 10% of the total days rented at fair rental value? (See instructions.) C Income: Properties Totals A B C (Add columns A, B, and C.) 3 Rents received 3 4, 950. 3 4 Royalties received 4 4 Expenses: 5 Advertising 5 6 Auto and travel (see instructions) 6 7 Cleaning and maintenance 7 8 Commissions 8 9 Insurance 9 99 10 Legal and other professional fees 10 11 Management fees 11 12 Mortgage interest paid to banks, etc (see instructions) 12 0 . 12 13 Other interest 13 14 Repairs 14 0 15 Supplies 15 16 Taxes 16 983. 17 Utilities 17 18 Mr... 18 19 Add lines 5 through 18 19 1,082. 19 20 Depreciation expense or depletion (see instructions) 20 1,439. 20 21 Total expenses. Add lines 19 and 20 21 2,521. 22 Income or (loss) from rental real estate or royalty properties. Subtract line 21 from line 3 (rents) or line 4 (royalties). If the result is a (loss), see instruc- tions to find out if you must file Form 6198 22 2,429. 23 Deductible rental real estate loss. Caution: Your rental real estate loss on line 22 may be limited. See instructions to find out if you must file Form 8582 Real estate professionals must complete line 42 on page 2 23 24 Income. Add positive amounts shown on line 22. Do not include any losses 24 25 Losses. Add royalty losses from line 22 and rental real estate losses from line 23. Enter total losses here 25 26 Total rental real estate and royalty income or (loss). Combine lines 24 and 25. Enter the result here. If Parts II, III, IV, and line 39 on page 2 do not apply to you, also enter this amount on Form 1040, line 17. Otherwise, include this amount in the total on line 40 on page 2 26 BAA For Paperwork Reduction Act Notice, see Form 1040 instructions. Schedule E (Form 1040) 1999 FDIZ2301 10/21 /99 INSPECTION LOG JOB ADDRESS // /`CJ %✓ �dr CONTRACTOR , j Jr OWNER BUILDING PERMIT l o ELECTRICAL PERMIT PLUMBING PERMIT TEMPORARY POLE PERMIT MECHANICAL PERMIT MISCELLANEOUS PERMIT FLOOD ZONE C DATE SURVEY FILED Called -In Approved J.E.A. 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C•, L.) . . , 0 0 V I 0 0 k, )7 . • • ) \i) _. . , . .. . . . _.... . _ F, • .. c.„ c...) 0 ; , , , -- ))). , ,... ) 0 0 , I CnC: 0° L , r •-.: . o ,--, 0 ,c) m , rjo 2, . _ ra L . vr s i CITY OF ATLANTIC BEACH , r PERMIT APPLICATION REMODEL, ADDITIONS, OR ALTERATIONS MOVING, DEMOLITIONS Owner (s) : . ,a 11 ra#vt V P 111/4/ Job Address: Of 2-0 M al f a'r' Fel Phone: ZM- ‘ —4. 3 '- ( . Lot 1 r'"!p Block or Unit # 25:2- Subdivision: -5 CC.- I•! Contractor: K04 � \J5 5 ( State ` License #Cc CO J 5 1 I X Address: 40 0ceoy Ff./ el phone No: 21/f r 262 9 City ( +1c•r' 'c 'eac:L State F1 Zip Code 32 Z 3 - Describe work to be done: ge. — ptncsd` Gc>< - watS)1 !�� 3 S To raye?. u n e ' _ " e 1u 16 0 0C- viAjp . 5 evil dti- . 94 J °ti ^S t Present use of building: Gar - t".-“ , .s 1- Valuation of Proposed Construction 4,,5 Proposed use: 51or'A5e Is this an . '••' 0 If yes, what are the dimensions of the added space: ;ded area be heated and cooled? I NO New plumbi ew Heat /AC? SUBMIT -r- OMPLETE SETS OF PLANS, INCLUDING SITE P • NOTICE OF COMMENCEMENT, AND • OWNER /CO •� , Signature Date: 2.0 S 9 2 °00 Signature Date: 2 5p2- O AS TO OWN ` day ".ii , 2000. Sworn to a • ••- , '�% � W, _� � P tricia Amonette NOTARY PUBLIC . =* , . '':,. MYCOMMI N# 4 l EXPIRES / ' 7) - August 27, 2004 AS TO CONTRAGTOR• 47.—. d BO NDEDTHRUTROYSIO FMNiNBURANCE t2 INC. Sworn to and subscribed before me this d ay o , NOTARY PUBLIC ' Patrkla Amonette „ •• .. MY COMMISSION # CC947012 EXPIRES 1. August 27, 2004 r��`� *i.'' BONDID TNRU TROY FAIN IN$URANI:i,iNC *-• • J � . \1t'1: CITY OF 11 11 ` ,1e/4 W Vead iY (ee►‘ 716 OCEAN BOULEVARD 1 "- P. O. BOX 26 2 ATLANTIC BEACH, FLORIDA 32233 TELEPHONE (904) 249-2395 March 23, 1987 Third Floor Pre Section Jacksonville Elevtric Authority Building 233 West Duval Street Jacksonville, Fl, 32202 The following final inspections have been made and are satisfactory: zr Permit # 5075 1067 Atlantic Boulevard issued to Bivins Elec, Co. Permit #5263 1420 Mayport Road issued to Amos Elec, Co, Sincelely, . 12 W.--1 ! Lt Rene' Angers Community Development Director cc:building file • DEPARTMENT OF BUILDING -1, CITY OF ATLANTIC BEACH t ¢' till t' "' € N F i t1'.t1: ','1 11.ttt t,F €o • ' it 1Ed 1 IIf't ,` 1' t �1.tx 1 'L.' h 11 r. ",'g'4" 1" f rt ., 1...'F.,, t in) t I 'f } .:, t t{t1 T I .Ek L Wti':, ,' , ' , ,1,r1 t , t L .' 11 t^I op, t l =, $ - t:t i4' , & 4 4 k It ;, Rs l1 LT I ("IN #.1' €,.r• ^ i'l s# ': t t` 1 1_t 114 + +u -1,. t . '1 y l 1 *= , °'1`E. I~`I 1., , 1. . 11 14 ? 1. . "t-s4s : - t1, 3T11E1 -' 1'1 4 1k:,_1,.: t',.44{4 ; t!' 1, 1. : 9 t l of c, ., k. , . ., t 1 1,4 ,. t1,1„k+•:, t 1 a _9f _ _ , 4 tt4'ItLl f UU1 1 . 11 t`1.', i 1 1 ��r �. �# 4£'t �t �.r a� 7w ",� v� e 1¢t,p4 , C ; 31,72 .nn ,a Il.,i,,-,•. 1. 14f' 7,1l . E111 V, t `t,if,x.1 t ....:,,t;t £.t "" -4 ,F1. tr,".. € 1, 11,..€`Pi1F'1' 1f1',L' ;d ±,a<t. F . ': n' 1" , _.. ' .I t. ?1T`I 1',E.A "It pt,it1` t <. .,/ f...,1. :- Pale! ,%x' "t 1 44, . i'1, -1 40 . a1 €s W= , € 1 =. ( 'ta , ,, 1 CtA442t.r74X0t., a : W4441741 41 ate BA1 .tE F't i'It1 *, 1 4' . .:'` P.O. Box : $50344 ,.1 Is1 1 111- , l'' Vr., < .} 1 t, 1.1tit Jrackaoff' 11• Beach, Florida 32240 aLW1. � , y t rl '� � w 1 -`1 ,,. : � ',( , ' AT M- },' tit i '' f k, 'o € 1 ¢,. .; v ,,, ,, ;s' o- f? 41 t, t', -, X.n .•{l1, ol' wr3 1, 1 1.1k °I',n t'' 1 , by * // 11k'0 *?,t 1 1t k11,` \I'E. '" " 1..4, €s,} 111:; f 1"._ 1..I `I' 1- , c). =) tt:t?C1t : t'• 1' t ti. = .;..t t, +� € *„ t' t't „41111 NOTES: • . a:::_f____ ili i lif1"--" NOTICE — ALL CONCRETE FORMS AND FOOTI MUST BE INS' CTED BEFORE POURING PERMIT VOID SIX MONTHS AFTE DATE OF I' SUE 1 BUILDING MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT B 'LACED IN PUBLIC SPACE, AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER. "FAILURE TO COMPLY WITH THE MECHANICS' LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS." ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. ATLANTIC BEACH BUILDING DEPARTMENT i 1 .x By: CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING 800 Seminole Road - Atlantic Beach, FL 32233 - Tel: 247 -5826 - Fax: 247 -5877 ELECTRICAL PERMIT a A`� �.�_ ., Viz' a um • er: • ` 0 . ' , , • • '•'41 Permit Type: ELECTRICAL ATLANTIC BEACH, FLORIDA 32233 Class of Work: REPAIR Township: 0 Range: 0 Book: Proposed Use: COMMERCIAL Lot(s): Block: Section: 0 Square Feet: Subdivision: Est. Value: Parcel Number: Improv. Cost: Date Issued: 3/14/2002 ame: Total Fees: 25.00 Address: 1420 MAYPORT ROAD Amount Paid: 25.00 ATLANTIC BEACH, FLORIDA 32233 Date Paid: 3/14/2002 Phone: (000)000 -0000 Work Desc: REWIRE CO G : V • . y . 0 � . r� ' c �„ �� ... ..at� ... r NOTICE - INSPECTIONS MUST BE REQUESTED AT LEAST 24 HOURS PRIOR TO INSPECTION BUILDING MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE, AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS" ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. P AID MAR 5211 0 DS$ITH , , OC aver: 1 Da :' . ' /� �, -`.� 42223 I 14 PE A : 1n. W sn $25.98 AT • NTI� :EACH BU LDING DE A CASH r: esi� Trans date: 3/15/€ Tim; 18:58:1$ BP Tr<9 g col CITY OF ATLANTIC BEACH, FLORIDA Z .,;) 3 6 ...........______ _,-. Approved by APPLICATION FOR ELECTRICAL PERMIT TO THE CHIEF ELECTRICAL INSPECTOR: -A- / CD 02- - IMPOBTANT NOTICE: IN CONSIDERATION OF PERMIT GIVEN FOR DOING THE WORK AS DESCRIBED IN THE FOLLOWING, WE HEREBY AGREE TO PERFORM SAID WORK IN ACCORDANCE WITH THE ATTACHED PLANS AND SPECIFICATIONS, WHICH ARE A PART HEREOF, AND IN • • WITH THE ELECTRICAL REGULATIONS, CODES AND CITY OF ATLANTIC BEACH ORDINANCES. C r 1 14 gib 0 1 ELECTRICAL FIRM: ��``� � •• A, ADDRESS: MASTE - E E - IC AN SIGNATURE JOURNEYMAN , 3 NAME t V' 6.181 -0-144 14g 1 �' 'T rr( � � � YL RFD_._BOX BLDG. SIZE BETWEEN: RES. l ) A. 1 ) COMM ( PUBLIC ( ) INDUS. ( 1 NEW ( ) OLD) REW ADDITION ( 1 TRAILER ( 1 TEMP. ( ) SIGNS ( ) SO. FT. SERVICE NEW 1 ) INCREASE l 1 REPAIR ( ) FEE CONDUCTOR SIZE AMPS COPPER ( ) ALUM. ( I SWITCH OR BREAKER AMPS PH W VOLT RACEWAY 1 EXIST. SERV. SIZE .•�{ a AMPS 3 PH . f- W , 2 1()VOLT , )j�. RACEWAY FEEDERS NO. ( SIZE NO. SIZE - NO. SIZE LIGHTING OUTLETS 4 CONCEALED OPEN TOTAL RECEPTACLES le CONCEALED OPEN TOTAL 0.90 AMPS. 3t -tOO AMPS. SWITCHES INCANDESCENT CI_ r1 FLUORESCENT & M. V. (Q -�Cq Lr 1 (/(,( FIXED 0.100 AMPS p IA APPLIANCES BELL TRANSF,A+ mmel AIR H.P. RATING H.P. RATING r D CONDITIONING COMP. MOTOR OTHER MOTORS AMPS CEIL HEAT: CW -IRT - #AR 6 2002 0.1 CKr OV ER MOTORS H.P. i VOLTAGE PHS NO. 1 N•P• VOLTAC*8 MISCELLANEOUS , . TRANSFORMERS: UNDER 600 V. OVER 600 V. NO._ KVA • NO. KVA NO. NEON TRANSF. NO. VA. MA. MOTOR SIZE SWITCH FLASHER EACH SIGN FORWARDED 5 TOTAL FEES t CITY OF ATLANTIC BEACH APPLICATION FOR BUILDING PERMIT � �i1 a Owner}) 7 nc �-I� Address I L i O Architect Address Z 3jPhone Address Contractor Addressp Zip ---- _Phone Contractor's License Number y � �— l'aQL?k ZG Expiration Date Lot #j _ �� Block or Section ��opy on File Subdivision Street er M r ,7 Between Zoning Valuation $ an d - _1 n side -- A_ 045. . oo Type of Construction _ " Purpose of Building urnber of U nits__Fireplaces_ �p Utility Service: Water ' VPR Sewer If the City if providing water or sewer service, do we need Dimensions: Building o make taps? �r7 g X ad LOL Size Footings / $p Sz. Piers Sz.: Sills Greatest Span Sills Sz. Ceiling Joists Distance on Centers S. Floor Joists Greatest Span Distance on Centers Sz. Rafters Greatest Span Distance on Centers Method of Heating Greatest Span g N Solid - Filled Ground Flood Zone Roof If located within a FLOOD HA — ZARI) complete page 2 SUBMIT: Mao complete sets of plans, including a detailed site plan. Florida Energy Efficiency Code Sheets Recent Survey Inspections Required: 1. When steel is in place and ready to pour footings. 2. When steel is in place and ready to pour columns/ 1 ntel. 3. When steel is in place and ready to pour beam. 4. When framing, and re , mechanical, plumbing, electrical, fireplace, is completed to cover up. ady 5. Final inspection. NO INSPECTION WILL BE MADE IF BUILDING CARD IS NOT POS'1ED ON JOB. SETBACKS In case of rejection, reinspection MUST be called for after corrections are made. Rear Lot Line In consideration of permit given for doing the cn cn work as described in the above statement, we hereby agree to perform said work in accordance ro m a with the attached plans and specifications, Q ' which are a part hereof, and in accordance with the building regulations of Atlantic Beach. W. Signature Owner a c___U 1 lA 4 Signature Contractor - iron • ine FLOODPLAIN DEVELOPMENT INFORMATION Type of Development: 3etf AN CafkAANew Building NT) Alterations to Existing Building Flood Zone Required Floor Elevation Actual (as built)Lowest Floor Elevation If located within A. flood hazard zone (zone A) a survey must be made after the slab has been poured, certifying that the "lowest floor elevation" is equal to or above.the base flood elevation established for that zone. No Final Inspection will be made and No Certificate of Occupancy will be issued until the survey is on file with the Building Department. COMMENTS Applicant acknowledgement: I understand that the issuance of this permit is contingent upon the above information being correct and that the plans and supporting data have been or shall be provided as required. I agree to comply with all applicable provisions of Ordinance No. 25 -7 -11 and . all other laws or ordinances effecting the proposed developemnt. Date )y , q' gc Applicant ! s Signature 3_I Liehx4r. Department Use Survey filed with the Building Department on Certified Lowest Floor Elevation Required Lowest Floor Elevation Building Department Representative w psi -'ate° ;.t ' , DEpARTMENT OF BUILDING ATLANTIC BE CITY OE ATLA -�- LOAT�tN �,�i�'�R.IwIIAT�OPi -- ,.` EtiT /NE4O " ,9C$ .. A. dreS 1420 N,1S R P E'I,C IT I ' -2_33 I,i Numk � .x ATL ,II C E ACH" Permit W o r k ' ZI;#"t1ES � .. LEGAL �p'RII Egg TON ,_° _...:, 1709 k # Lit ESC . 1 cad 6c rk:I.'Eil� T4N t c� n . Subd: 'Proper„ T I?e;CO1�t ETE BLOC ,d ,viSlori= 'raP+ c set +O'IEIC 5ub 0 • E$t, Ya >I 0 v . 4 ou f , 1 . aTat0 41t ' �pa s , 50„.0„60 S ,; ..: ' ., A ' PLicAT'IOfil SEES .»_ �. �..«. .,u.� �� „� C ,, � ... i _ ,, Of r� me a VEN ' "' 3 !Ott, T r '-''',.,;-'',.< € far , `, F 3 9 > � A'E'I. ` r ; ` 1 i ,ry } S¢ys ; GA y.1F� � y TI C.s'V y/'.r ,��y ✓�"+* m 6`'?� �� / !: terry Est P . / L i.: fix - „ ' } NOTES: v t ,k,," 3 / 1 N QTE - INSPECTt © .'4 MUST BE REQUESTED AT LEAST 24 HOURS PRIOR TO %NSPECTiON x °° E gUI LDiNG EAR t� UP / RUBBISH RUBBISH SH DEBRIS AND FROM MUST NOT BE PLACED IN PUBLIC SPACE, AND MUST , B w CLED AND HAULED AWAY BY EITHER OONTRAGTOR THIS WORK OR OVNNER THE ""+ HAIL,+! * �. ,. '"; N, L a � � ; C� . C PLY WITH �E PR BERT ; OWNER NER P AYING TWICE F `OR BUILDIN IMPROVE S WHICH ARE FART OF THIS A.41w). SUB JECT TO REVOCATIOI'N 48 ED A�pRDING TO APPRG7VED FLAN �,. TION OF APPLICABLE PROVISIONS OF LAW. PERMIT � � ,n , z �� to " ra, ATI+I =r BEA BUILDI G D PARTMENT ' i l"' - ' - _ ' t , , ' ,. ,, - ; ..,. t C , Address_j Z Heated Square Footage ______ _-_ Garage /Shed @ $ $ _per sq ft = $ f_ er sq ft = $ � � . Carport /Porch � , a Deck @ $ ner sq ft = $ Patio ■@ $._________ der sq ft = $ @$ ersgft =$ TOTAL, VALUATION $ a � Tota Va cation is t $ $ / 's--- _ . Remainaer, Valuation $ �.54er thousand or portion thereof ADDITIONAL. PERMITS and /or FEES REQUIRED - - -- i Total Building Fee $ 7?%- + 2 Filing Fee $/ 3 s Mechanical � lu�in Fireplaces @ 15.00 $ g ; BUILDING 'PERMIT FEE 9_____/__L_______________ cs' Electric /New E lectric /Temp '--- - - - - -- Septic Tank fq !� --- - - - - -- BUILDING PERMIT $ Well WATER METER CHAFF $ Swimming Pool SEWER IMPACT FEE $___4& `�, Sign WATER IMPACT FEE $ ater Connection MISCELLANEOUS Connection $ 1l rer $ Elevation Certificate $ GRAND TOTAL DUE $ Y_i____ CALCULATIONS and /or NOTES CITY OF > cttc Eead - 9wcida 800 SEMINOLE ROAD - ___ _ ATLANTIC BEACH. FLORIDA :322:33 -5445 TELEPHONE (904) 247 -5800 4 FAX ( 904) 247-5805 $[ NCOM 852 -5800 September 11, 1998 Bahma & Bahram Venus 1420 Mayport Road Atlantic Beach, FL 32233 Re: 1420 Mayport Road Dear Sirs: On September 8, 1998, I observed a remodeling project ongoing at your property at 1420 Mayport Road. The project has not been permitted by the Atlantic Beach Building Department. As of today's date all work on this project must stop until permits are issued. Please contact me at 247 -5826 if you have any questions concerning this matter. Sincerely, Don C. Ford, C.B.O. Building Official DCF /pah xc: City Manager area os.radireq - -. leog an oEnsasuo0.aa11 N219 rei4 • • 771U0 ffSEI �.LIJ area alnlsuIrS s ; .iaamo T area amteu2s sjuEOrlddy• TO 70 I "Ir6T11 'H0V3g 011•Ny ?.LY Sa JO 3CI03 3H,1. d0 S30mYr mlo axv S3Q00 z lavoIZddY 2i3E4.1.0 TIY a v `xOI.L031 `II 3I0LL2IY `EZ 213.LdVH0 JO SKOISIr\02id Z'TY H1IPA..A. - IdWO3 01 g321 O V 0 `d d 332LL A.ff3ZI3H I sails CY • Qassa 30 2 id "I'IIh �C� C'I�I 11OO� SNOLLVD IddY .L3Zd7�I00�LI * '6 lo- arc; orrlEarpur hired ro sa).s pa�i -reu aq urvta ssaujoo S.uadosd aq1 ( P g �LSf1L1I ?� - ads. so farEd `3uz rj • 1'I� rmAk a aeru a ao E2tfrtu Yoj afrs -ao pa aq of scarf rw (q add io fursd tut22E Q 2I � a -u pa)jletu a4 L IE4101IraI io? patIguapr saarl try s ( ssu�z+r 'TflO211 airs-mo • `pafoB autpzoureq mrM afrs -uo panrasald aq of sac tf 3o ormoo -z (I • •aTq eoHdds se swarms-ea puE sagri je otlEao -j (q rt4?m pa sa alarm aJo. fuaraaoeldas mac pasodo.id Are }o std pus azrs :ogeoo -I (2 '«( j„ sfa313e tq tp.tn. pa;rretu aq fsnur uoge2p. ur to j alrs -ao pan.lasard ac; of saail (I '«,k„ us rmAk pa:Traca ,Clrealo aq pTnogs panouias ac of snarl ( alota io sa Dirt xis o to salts pus sar;,,ds nai (p g • J 1 . H zs'eaig fE safaureTa glt,�n saa.r1. He Jo rrogeooq ( •sarruotufs pae-odo.td pug ' 3uustx3 ( 'stria •or pus sllrq se guns sasru ,Cgdr, 6odo1 jo r- orfEao� (E :Tin }Erpui - EMU/KV - Id aliS 'L •saaoz paE iouaiai jo aogeatttr.talap loj txs1!p paq,R1-1E nag M* • i TREE PROTECTION PR1vATE ~- PROPERTY LINE - PROTECTED 0 TREE 20.00' D B H 6" DR MORE 7.50 I— y , PRIVATE c PROTECTED I) \ TREE 111111 . PRIVATE PROTECTED TREE I I ., PROPERTS' I 7 LINE = t�� o 0 1 B H DF 20 OR MORE /` I = W I PROPERTY ,Ll:' I I LINE ' 0 I (D B H OF 10" OR.MORE IN �� = I COMMERCIAL do INDUSTRIAL PRIVATE . ¢ I PROPERTY) I PROTECTED m o °I ' ) TREE , 1 I .. H — 7.50' L .0 PRIVATE PROTECTED TREE DBHOF6 "OR MORE Q PROPERTY 20.00' LINE 1 C . : PROPERTY LINE . • SIDEWALK 1 SIDEWALK PUBLIC PROTECTED TREE %1- I I ,, D B H OF 6" OR MORE ........1 • (PUBLIC STREET) (PUBLIC STREET) A. PRIVATE PROTECTED TREE 1. ANY TREE WITH ADBHOF: SIX (6) INCHES OR MORE LOCATED ON ANY LOT >4THIN 7wENTY (20) FEET OF A STREET RIGHT -OF -WAY DR REAR PROPERTY LINE. SIX (6) INCHES DR FORE WITHIN SEVEN AND A HALF (7.5) FEET OF ANY OTHER PRIVATE PROPERTY LINE AND TWENTY (20) INCHES V,1TH1N ANY OTHER PORTION DI THE LOT. (ExCEPT 10" FOR CDMI.IER— C1AL k INDUSTRIAL PROPERTY) 2. ANY CHAMPIDN TREE SO DESIGNATED BY THE FLORIDA DIVISION OF FORESTRY, DPARTMENT • OF AGRICULTURE. • B. PUBLIC PROTECTED ,TREE SAME AS PRIVATE PROTECTED TREE PLUS ANY TREE 5." (6) INCHES OR LARGER V,iTHIN CITY RIGHT-OF-WAY. C. EXCEPTIONAL SPECIMEN TREE ANY TP,EE ON PRIVATE OR PUBLIC LAND DESIGNATED E THE CITY COUNCIL AS A SPECIMEN TREE. 1 IRCEPRD CITY OF ATLANTIC BEACH BUILDING DEPARTMENT INSPECTION REPORT JOB LOCATION 1420 MAYPORT ROAD PERMIT # 698 ATLANTIC BEACH, FLORIDA 32233 SUBDIVISION SECTION H OWNER NAME ATLANTIC TIRE COMPANY P HONE ( 904 ) 246-6341 LEGAL DESC: LOT 1 - CLOCK SECTION PERMIT TYPE BUILDING 120* CLASS OF WORK ADDITION Aomk a CONTRACTOR STAN BARBER PROPOSED USE SERVICE STATION w W Z09 " w „ 4 WORK DESCRIPTION TWO STALL CAR WASH z a 1 .11 INSPECTION REQUIRED 3 SLAB INSPECTOR AM 6 2 ' DATE INSPECTED , "i 'S'9gya4C t'" APPROVED REJECTED El ' AlR COMMENTS 04 CITY OF . 7 \ x,_ =r 41/42atic Beach-li Office of Building Official REQUEST FOR INSPECTION / _ { / r r/ — r� G� U C'. ` � e Date Permit No. Time A.M. Received P.M. Distric .� /VC- C:) C—f Z , N0 Job Address Locality Name s Contractor C_` C.. (..-1...-- �Cj --- BUILDING CONCRETE ELECTRICAL PLUMBING MECHANICAL Framing ❑ Footing ❑ Rough Wiring ❑ Rough Air. Cond. & ❑ Re Roofing ❑ Slab ❑ Temp Pole ❑ Top Out 4 Heating Lintel ❑ Final ❑ Fire Place ❑ Pre Fab READY FOR INSPECTION Mon. Tues. Wed. Thurs. ) Inspection Made `( l — [j / U Inspector C C , Final Inspection ❑ Certificate of Occupancy Date V CITY OF ATLANTIC BEACH, FORIDA l..9 '''. Approved by APPLICATION FOR ELECTRICAL PERMIT k' f t75( f f J / / TO THE CHIEF ELECTRICAL INSPECTOR: DATE: 202 _ / 19 S" / /9 IMPORTANT NOTICE: , \a v 6 IN CONSIDERATION OF PERMIT GIVEN FOR DOING THE WORK AS DESCRIBED FOLLOWING, WE HEREBY AGREE TO PERFORM SAID WORK IN ACCORDANCE WITH THE ATTACHED PLANS AND SPECIFICATIONS, WHICH ARE A PART HEREOF, AND IN ACCORDANCE WITH THE ELECTRICAL REGULATIONS, CODES AND CITY OF ATLANTIC BEACH ORDINANCES. ' Y 00 rjvc ELECTRICAL FIRM: E R ELECTR ATURE JOURNEYMAN NAME 5 AT 0 i"7 ADDRESS: � l gp itidf ypo,- 7- RFD BOX BLDG. SIZE BETWEEN: RES.1 ) APT. ( ) . COMM. ( PUBLIC ( ) INDUS. ( I NEW ( OLD ( ) HEW. ( I ADDITION 1 I TRAILER 1 ► TEMP. 1 ) SIGNS 1 ) , SQ. FT. z SERVICE: NEW ( INCREASE ( ) REPAIR ( ) FEE CONDUCTOR SIZE . ,9/ ;y1j AMPSIO4C' COPPER ( ) ALUM. ( SWITCH OR BREAKER ', AMPS g PH W VOLT 1 RACEWAY EXIST. SERV. SIZE AMPS PH W VOLT RACEYVAY FEEDERS NO. SIZE NO, SIZE NO. SIZE LIGHTING OUTLETS CONCEALED OPEN TOTAL RECEPTACLES CONCEALED OPEN TOTAL 0.30 AMPS. 31.100 AMPS, SWITCHES INCANDESCENT FLUORESCENT at M. V. FIXED 0.10 AMPS. OVER APPLIANCES f BELL TRANSF. �. MR ' H.P. RATING H.P. RATING CONDITIONING . COMP. MOTOR OTHER MOTORS AMPS CEIL HEAT. KW -HEAT ., 0.1 I OVER MOTORS H.P. VOLTAGE PHS NO. 1 H .P. VOLTAGE PHS . MLS'CELLANEOU$ TRANSFORMERS: UNDER 600 V. OVER 600 V. NO. KVA NO. KVA NO NEON TRANSF. NO VA. MA. MOTOR SIZE SWITCH ` FLASHER EACH SIGN . _ _ I ... _ _ 4 FORWARDED $ TOTAL FEES ATLANTIC TIE 5ToR/L9 GE oNITS' .STEEL FRAME i GAILVAL.V/ViE 1.0oF, BLocK PARTITION ALL cR055--)4TcNED AREAS - NEW coA15-rRucTroN METAL STUDS, MET,4i... EXTERIOR 51-4EE.TROCK INTL-R.10R I 6 " 0, C. A 4 .5 of -_— _. , -;(-- S+er I 5445 . Co Acr , z , )8 _K B I ccics , a in7 p-I- 1 , I 1 4 1 Rol) Op 1 :0 Roll Up i a ? Poor i I i 35 I EAST ELEVA TioN \ is G: F / 17 la" s ' a.- E 2 ' I x ii I NoR .L.,..E viocrIoN . '" - LEVA - T/ONS- 1 MA YPORT ROAD - SEPT,2000 - 1 10' Address J4 ) ;?,`,A, _____ _ Heated Square Footage @ $ per sq ft = $ Garage /Shed 7) @ $ // © j per sq ft = $ � 2,�Cf �a Carport /Porch @ $ per sq ft = $ Deck @ $ per sq ft = $ Patio @ $ per sq ft = $ TOTAL VALUATION: $ 7 /2, Z. c am od Total Valuation -, . $ / 1st $ /`�, ` Remain Valuation $ 1,„60per thousand or portion thereof Total Building Fee $ Ze Z -"- ADDITIONAL PERMITS and /or FEES REQUIRED + 2 Filing Fee $ 31 .s Mechanical Fireplaces @ 15.00 $ Plumbing BL'TT,nING !PERMIT FEES 9W o s' E lectric /New E lectric /Temp /f / Septic Tank BUILDING PERMIT $ l`� es Well WATER METER CHARGE Swimni_ng Pool SEWER IMPACT FEE $ r'- Q, '' Sign WATER IMPACT FEE $ 0 ° dater Connection MISCELLANEOUS $ fewer Connection $ 1ater $ Elevation Certificate GRAND TOTAL DUE $ 0 V 5 CALCULATIONS and /or NOTES , �.omptete items 1 and /or ed" 2 for additional services. m • Complete items 3, • Print and 4a & b. > return your name and address on the reverse of this form so that we can wish this card to you. folly > to 'receive the m • Attach this form to tha f..,... -. . . n g �2rvIC8S tfbr an - - -° 0 ., n neceiptf?equest -ro�< z r • The Return Receipt w il l s how t whom th Address m on the ajcj w below the article number. delivered. e article was delivered and the date 495 m 4 co 3• Article Addressed to: ted Delivery a n.,,- Consult .ostmaster for fee. 0 '3. `� �Qirt�(�C° 44° " 4a. Article Number m °�� r E I �/1CG�yi 4b. Service Type / '. .�` cc l /T � � v �c,P ��' ❑Registered ❑Insured CrG / 2 � _ _ / Fertified i c= ❑ COD c ' �2Z 3 ❑' Express Mail ❑ Return Receipt for N 7. Date of Merchandise el' er cc S i . • fu ture (Ad res ee) p? - , f 8. Addressee's Address "- ~ ILI �-/ ' 0 cc 6. S (Agent) and fee is paid) (Only if requested Y 41 o t PS Form : 11, December 1991 f- Go >rus. m DOMESTIC RETURN RECEIPT I A r- vr . ,gym.. . . v. - 4 44 1 - CITYOF. ' / t / . — C /Wan& /.5eac4 - 4 i ,a Office of Building Official � a REQUEST FOR INSPECTION J Date / 3 / 7oJ f °Permit No. 6 l./ Time Via. ° Received Az/a0 72?(240c/e,:- ff-a2___r Job Address�� /p L c Owner's 6121,1_,40 Name /i`f / Contractor BUILDING CONCRETE ELECTRICAL PLUMBING MECHANICAL Framing ❑ Footing ❑ Rough Wiring ❑ Rough Re Roofing El Slab El Temp Pole CI Top Out CI Heating & ❑ Insulation ❑ Lintel ❑ Final ❑ Sewer ❑ Fire Place ❑ l Thurs. READY FOR INSPECTION Pre Fab Mon. Tues. ) Wed. A.M. Friday Inspection Made A.M. P.M. Inspector Final Inspection Ei Certificate of Occupancy ❑ Date .d A - Ingress and egress problems at that location. - Area would become a "hang- out." The Advisory Planning Board, by a vote of 4 -0, recommended denial of the application for a "Use by Exception" permit. The City Commission is required to review the recommendations of the Advisory Planning Board and deny, approve, or approve with conditions, the application for a "Use by Exception." Respectfully, )0f) 4, c-,_.k-, A. William Moss City Manager AWM:jl CONTRACT of JacksonvHNo PLLIE0 Residential A Commercid P.O. Box 8801 Jacksonville, Florida 32238.8881 cUSrOMEpSNAMF FENCE CO. (9019 7184011 DATE �� / �z L c HOME PHONE — ArNTRESS L • /�,� //__ PHONE ' Q / W CITY Z�V�OrT� MFSr CROSS S►Rr 1 Z STATE , IN. (Al 1 AVON AISNITSS (e I)11 11 Iii NI) re._ . (l ►Y �� NF AUTATKNIN InREC ------- --•-- --- - -- STATE TYPE FENCE IIIIIIIIIIIIIII OVERALL OVERALL LENGTH HEIGHT 111E3111111Eill ,. �^ti 62 CHAIN LINK WAsK up � � Vo 0MILL. (z •Ap. ❑ tia UP IBA' IEEE! / / ■ lkial *BEN SPECIFICATION SPECIAL WORK TO BE 1 • A. WINCE TO FOLLOW ❑ PERFORMED BY CUSTOMER / SLOPE OF OROUNO • FENCE To FOLLOW CLiawc'_ Lt iv(' CONTOUR OF WOUND ❑ c. FENCE TO SE LEVEL • WIWI /SOONEST swim ❑ G. FENCE TO SE LEVEL D WITH LOWEST OSAGE E FENCE TO SE LEVEL A r", 1 '(Cs� r - oo spur ne GRADE �f � LINES CLEAR OF j oesnwenaa ❑ e' W v IVES STAKED ❑ , WITNCUSTOMER :5g' 5g DISCUSS W CUSTOMER CH POST T GATE ❑ j WNI SWINGS ON, ALSO I SWINGS � • GATE SWINGS NOR OUT Intg1 I agree to beats and identity the property line, easements and all underground cables and - cation of the fence described in this proposal. I will also defend Allied and reimburse them for all costs in pipes. i N that 1 am the fence. I e rn responsi for connection solely �' a ny spacial work described in this proposal. .. yclatrfnemadabyar !f1lpNabout round conditions may be rock formations. hidden foundations. at Allied has tree io and other similar ob Any Cy al ground nsc itions hinder the ' t to be based an actual additional labor, g asary to satiq equipment and material costa. df. (A PRICE) (DOWN PAYMENT (19AI_AN : E ) � f (j z EMEM1111112i TERMS: FULL tJPO COMPLETE 1111112111.0011016 6 (ADDITIONAL PROVISIONS OF THIS PROPOSAL ARE STATED ON REVER MO mod by (Salswern) - .. STOVINL CE TO OWNER too not sign this contract h blank. You are entitled to a co W I Pri+T protect tAp Dong all )TI y completion certificate or agreement stating that you are satisfied with the entire project efore this project you e e. l l Ion wre 'Pal ' Is ''` prohibitsd by vtromrequestingor accepting aceriilicateot completion signed by the owner prior to the actual completion of the work tobe performed p �� underlhehomarepakopntra (Customer's sposhw.) - --' - - -. (Spouse's S &posture) (OS ) T. THE BUYER, MAY CANCEL THIS TRANSACTION AT ANY TIME PRIOR TO MIDNIGHT OF THE THIRD BUSINESS DAY AFTER THE DATE OF THE 'S ACTION. • N ' CITY OF ATLANTIC BEACH r APPLICATION FOR PLUMBING PERMIT ' JOB LOCATION: ' OWNER OF PROPERTY: 14H f PLUMBING CONTRACTOR: A eor, I CONTRACTOR'S ADDRESS: 1 STATE LICENSE NUMBER: � F 3 ?) � TELEPHONE: 1 - / HOW MX Y OF THE FOLLOWING FIXTURES INSTALLED iii SINKS SHOWER � LAVATORIES WATER HEATERS BATH TUBS DISHWASHERS URINALS DISPOSALS • CLOSETS WASHING MACHINES FLOOR DRAINS SHOWER PANS i . OTHER '.Y TOTAL FIXTURES: X +$15.00 ■;; 'MINIMUM PERMIT FEE _ $25.00 SIGNATURE OF OWNER: i SIGNATURE OF CONTRACTOR: Aliii, Adit ... . 1 II :INSTALLATION OF PLUMBING AND FIXTURES MUST BE IN ACCORDANCE WITH THE 1994 I1 ii A STANDARD PLUMBING CODE. • µ CALL A DAY AHEAD TO SCHEDULE INSPECTIONS (904) 247 -5826 'SEWER CONNECTIONS MUST BE CALLED-IN TO PUBLIC WORKS FOR INSPECTION PRIOR • I TO COVERING UP - (904) 247 -5834. • , ,„ . ,. . . • . ..,. .. . , . . . , , . . , , . .... p:,.6,-, ... ...,. ,_ ,.;,,,,,,,:.,,,-.;,,,,,,,, :....,. F ........ - ' • . , -. • . .::-:' 17089 ., DEPARTMENT CIF BUILDING CITY OF ATLANTIC BEACH �..: PERM INFORMAT �.� � .. '1;„.°C.- 'T: 1N I!IIII't " N - .. - -. - -- m t trad 1 7I�8 Address: A 1420 M,I PORT ROAD Per.�mat Type.pLUMEZNq A!TLAN IC BEACH, FLOR tTh, 32 la of N : A L TER; Z N _ --_- -- LEOA,L 'DESCB,IPTIOt _.� 3 , 2 : 2 - - 3 C tr Ty g�: CONCItETE BLOCK Y B1c Block: Lat : Twla; P tGpased Ua CO1 ' 0 , , , �i. Subc : n : to ` C1 Subd v% + ; I a. Valle: Q.B0 Improv. Cost. 0. 0 " .+ , a l `+ ::, 1 50.00 hurt P ff ` �� X1 > �?# `� + ti '4.. tea" ,/ � I M q ms . , I,I ,,,,A.4' . APPLI CATION $'« • ` 1 . _ - CO e: F . , T ION N7me 7—s. 'E - ' • L ' & ' adder ;�' I I :� n F k . .. . , * . 34T, `!'IC B °k ` LC'RIDd X2233 � , L , CO . Est, .. / _ _ � J!' . "� °? Y» r a. tw�w. � ra:F,�a 1 u��nwu.�raa u�.rc aw f n . NOTES: NOTICE INSPECTIONS MUST BE R EQUESTED AT LEAST 24.'H. OURS PRI ©R TO INSPECTION { BU r MA RUBBISH Ai D S "THIS WORK MUST:NOT. BE PLACED ` PUBLIC. Sf?ACE, �0.MUST B E C .E; RED l P "AND HAULED AW IY B EIT=HE CO NT RA CTOR OR OWNER "FAILURE. T #COMPLY WNICS': UE I LAW CAN RESULT -tH ,� THE PROPERTY OWNER P -AITH THE VING TWIC FOR B UIL IN 11fPRQVEM N'' ." ISSUED ACCORDING TO APPROVED PLANS WHICH • ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR Vt OLATtON -OF APP LICABLE PROV SIONS OF LAW. ATL, NT BEACH B. 10I ,c DEPARTMENT :: 9! 181 Receipts 1 99E - '- - : ' ' ti : : ' - B ' 4&I A L tlrll tilt ,,_�� ., „ ? It CITY OF ATLANTIC BEACH y , 800 SEMINOLE ROAD ATLANTIC BEACH, FLORIDA 32233 INSPECTION PHONE LINE 247 -5826 } ` , " 4 0111 9r Application Number 02- 00025305 Date 12/16/02 Property Address 1420 MAYPORT RD Application description . . TREE PERMIT Property Zoning TO BE UPDATED Application valuation . . . 0 Owner Contractor ATLANTIC TIRE SERVICE CTR.,INC OWNER 1420 MAYPORT ROAD ATLANTIC BEACH FL 32233 Permit TREE PERMIT Additional desc . Permit Fee . . . .00 Plan Check Fee .00 Issue Date . . . 12/12/02 Valuation 0 Expiration Date . 6/11/03 Special Notes and Comments REMOVE 34.5” OF PINE; MITIGATE WITH EIGHT 4" OAKS TO BE PLANTED ON THE 15TH STREET WEST SIDE OF PROPERTY. Fee summary Charged Paid Credited Due Permit Fee Total .00 .00 .00 .00 Plan Check Total .00 .00 .00 .00 Grand Total .00 .00 .00 .00 BUILDING MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE, AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER. "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS" ISSUED ACCORDING TO APPROVED PLANS IN, ARE PART QE THIS EMIT '1D SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. �. 6 T , ... t ._ x 1 b / ±t..-, BUILDING OFFICIAL CITY OF ATLANTIC BEACH - T TREE REMOVAL APPLICATION DEC 0 2 2002 All a..lications must be submitted with seven 7 co.ies and received b 5 -!�' . - (10) days prior to the scheduled meeting in order to be placed on the agenda. da ten *INCOMPLETE APPLICATIONS OR INACCURATELY MARKED SITES WILL NOT BE PROCESSED. 20 IQ i yport i c APPLICANT NAME ADDRESS ADDRESS TELEPHONE 2 il:c c�halen ADDRESS OR LEGAL DESCRIPTION OF TREE REMOVAL SITE 3. REASON FOR PROPOSED TREE REMOVAL: l ine trees are bredkinr fc.undation of cir:iv, vvay 4. HAS THIS SITE BEEN TO THE TREE BOARD BEFORE? YES NO NOT SURE 5. PROPERTY ZONING: RESIDENTIAL OMMERCIAL 6. LIST TREES PROPOSED FOR REMOVAL: SPECIES DIAMETER MITIGATION OFFICE USE ONLY INT.. EXT. 1-ine 15 5 .o� inc s ine 19 i es *Diameter at Breast Height (D.B.H.) is measured a; feet above grade. To accurately determine diameter, measure the trunk circumference and divide by 3.14. Diameter of mu... aunked trees is determined by adding together the diameter of each trunk as measured immediately above the forks. CITY OF ATLANTIC BEACH, FLORIDA / 1 Apps, by APPLICATION FOR ELECTRICAL PERMIT ,■ 1 , i TO THE CHIEF ELECTRICAL INSPECTOR: DATE: "`S 19 IMPORTANT NOTICE: c 'j ( S / 0 0 IN CONSIDERATION OF PERMIT GIVEN FOR DOING THE WORK AS DESCRIBED IN THE FOLLOWING, WE HEREBY AGREE TO PERFORM SAID WORK IN ACCORDANCE WITH THE ATTACHED PLANS AND SPECIFICATIONS, WHICH ARE A PART HEREOF, AND IN ACCORDANCE WITH THE ELECTRICAL REGULATIONS, CODES AND CITY OF ATLANTIC BEACH ORDINANCES. 1' Vdo A.,41- 712_4 r ELECTRICAL FIRM: MASTER ELECTRICIAN S(GNATUR _ ,• NAMEirC -- t_ te -"E- s-- :C ADDRESS: 7, /�,.r ?c,t. RFD BOX BLDG. SIZE BETWEEN: RES. ( ) APT. ( 1 COMM. 09 PUBLIC ( ) INDUS. ( ) NEW ( 1 OLD ( ► REW. ( ) ADDITION ( ) TRAILER ( 1 TEMP. ( 1 SIGNS ( ) SG. FT. SERVICE: NEW D4 INCREASE ( 1 REPAIR l ) FEE CONDUCTOR SIZE /^ v25© AMPS 'V° COPPER ( ) ALUM. b SWITCH OR BREAKER AMPS PH T W / % GV 1 RACEWAY EXIST. SERV. SIZE AMPS PH W VOLT RACEWAY FEEDERS NO. SIZE NO. SIZE NO. SIZ LIGHTING OUTLETS CONCEALED OPEN TOTAL RECEPTACLES CONCEALED OPEN TOTAL 0 -30 AMPS. 31 -100 AMPS. SWITCHES INCANDESCENT FLUORESCENT & M. V. FIXED 0.100 AMPS. OVER APPLIANCES BELL TRANSF. AIR H.P. RATING H.P. RATING CONDITIONING COMP. MOTOR OTHER MOTORS AMPS CEIL HEAT: KW -HEAT 0-1 I OVER MOTORS H.P. VOLTAGE PHS NO. 1`H•R. VOLTAGE PHS MISCELLANEOUS TRANSFORMERS: UNDER 600 V. OVER 600 V. NO. KVA ' NO. KVA NO. NEON TRANSF. NO. VA. MA. MOTOR SIZE SWITCH FLASHER EACH SIGN FORWARDED $ TOTAL FEES OP October 31, 1986 Mr. R.A. Braid Director of Public Works City of Atlantic Beach, Florida 716 Ocean Blvd. Atlantic Beach, Fla. 32233 Re: Sewage disposal for proposed development of Lots 1 -6, Block 52, Section H. Dear Mr. Braid, In order to expedite processing and approval of a "dry Permit" for improvements on the above — described property, the sewage disposal system will consist of: 1.) a connection from the building to the existing sewer main on Levy Road, via a private easement, or 2.) a route will be developed per your advice in letter of May 7, 1986 (copy attached). Our immediate interest, however, is to obtain the building permit ( "dry permit ") so that a foundation for a metal building may be completed prior to December 1, 1986. We understand that any structure we build on this property will not be "finaled —out" nor will water be turned on until one of these sewage disposal systems is completed and approved. Thank you for your assistance in this matter. Sincerely, XL / i / Bahman Venus, owner 133 u- ".`.'_ t44-11 Bahram Venus, owner .(11144" S r Cliffo d S. Barber, contractor l w • • • PLUMBING WORKSHEET. 0, X SINKS 0 • SHOWERS' 0 •DISHWASHERS • 2 CLOSETS • O BATH TUBS 6 0 FLOOR DRAINS i WASHING CHINE I A_ I' WATER HEATERS 64 DISPOSALS LAVATORY URINALS ,DKrvU(�4 1 OTHER ( l N TOTAL FIXTURE COUNT • 6 s • * *. * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * FIXTURE UNIT BREAKDOWN FIXTURE UNITS ARE ESTABLISHED AS THE MEASUREMENT OF WATER DEMAND FOR EACH WATER FIXTURE UNIT INSTALLED AND CONNECTED TO THE CITY WATER SYSTEM. THE WATER SUPPLY CHARGE IS HEREBY FIXED AT $10.00 PER FIXTURE UNIT CONNECTED TO THE CITY WATER SYSTEM. _____ BATHROOM GROUP CONSISTING OF `� LAVATORY (1 UNIT) • WATER CLOSET, LAVATORY, AND , BATH TUB OR SHOWER STALL (6 UNITS) SERVICE SINK TRAP STAND • tr (3 UNITS) / DRINKING FOUNTAIN ( UNIT) 0 f URINAL, WALL LIP '- FLOOR DRAIN (1 UNIT) (4 UNITS) 6 (� URINAL, PEDESTAL, SYPHON WASHING MACHINE RES. JET BLOWOUT (8 UNITS) (3 UNITS) WATER CLOSETS; TANK- OPERATED WATER CLOSETS, VALVE OPERATED . (4UNITS) (' (8 UNITS) .BATHTUB (W/OR W/0 OVERHEAD SHOWER STALL, DOMESTIC ;•'SHOWER) (2UNITS) (2 UNITS) r . • • 0 LAUNDRY TRAY _ BIDGET (3 UNITS) (2 UNITS) ( DISHWASHER (2 UNITS) • • 0 --° KITCHEN SINK (2 UNITS) �'' L, KITCHEN SINK/WASTE GRINDER ;."- L . (3 UNITS) ( r TOTAL FIXTURE UNITS @ $10.,00 EACH w � � � DEPARTMENT t , 1 � T+ OF ATLANTIC OF gV BEACH. �LDIfy S i ?.6"T . 1 i `R FLORIpq lj ,t7 . THIS PERMIT TO BUILD p 5 j�,�iN ,. i I / 'MIT MUS BE POSTED ON S R 6 M {n I l r JOg cc Valuatio $ j$6 Date O c tob er 1 �! a 07 . i 19 $6 00 Fee This Permit not v SI' ."----87 sub valid until above Fee has been paid to 0 ' subject to revocation for violatio City This n of applicable Y Treasurer j 1S t0 Certify that CLIFFORD provisions of law.. and i S. BARBER t . +.1 r � has permission PO Box 50344 F J I ° to build Jack sonvill e d on °il1e Cl assificati on p o ecte to mmerez$I /Tare St as Bch 3224 � � Own by a ero f a1 to t er an ewe er ' g $as �b S Lot I- r and B8 8n v� one lg C C � nt House No, According 4 ;44+4: ;``�, Blo + ding to . i� <*_��, . 2 a pproved plans riff ;f!�Y t e f _' —�. which are part of this p rmit f A Y' 142i OR�' H i NOTICE—ALL `"`+.:' P ED ED FOOTINGS M N US TE FO RMS 1 „ PERMIT VOID ES P OUR/N E I N' 1--.. .....-_-_0, u AFTER D I MONTHS !!di ATE F ISSUE I 1 & ng material O ISS JI t inom this work must n o t and debris Public s.: , and must be p trac , o r wner, ether c oed up and away by USE OFFICE ONLY PERMIT ` / ..................._ .r 44 — ER / DATE j PL UMBING 'n8 Official, W I! ELECTRICAL CONTRACTOR SEWER WAT i b 0 b ,t' � Address k Cr / 'ril u 6 / 3 .. (- f Y �GC�� Sic. : Heated Square Footage q ; @$: ' per sgft =$ q ---)4;;;; .',-!: __M ed -S-6O0 @ $ t per sq ft = $ 1 / ii. C'9 r Carport /Porch @ $ per sq ft = $ Deck @$ per sgft =$ Patio ,----- @ $ per sq ft = $ • TOTAL VALUATION: $ • Total v aluation 1st $ f (._: �• C (,_'■ c7 Remainder Valuation '.$1 t per thousand or portion thereof ADD Total Building Fee $ C1 (J ,0 ITIONAL PERMITS and /or TEES R EQUIRED +Ai Filing Fee $ / /49- ." Mechanical u/ /' / Fireplaces @ 15.00 $ ' Pltmbing ✓ BUILDING PERMIT FEE $ a / V. Pt ' Electric /New )bP / Electric /Temp •, t / ! , Septic Tank ) BUILDING _PERMIT $ o Well �' _ `� � � WATER METFR (1ARGE /, , =` e� S Sw± rml ig Pool 3 ( c . SEWER IMPACT rE $ j '7 SD , a b Si < IMPACT FEE $ / S o c ` � � } t�) WaterCornection / MISCE OUS $ Sewer , Comectian ✓ $ ,; Water:Meter $ , ` Elevation Certificate t-- ', + GRAND TOTAL N}� 4 , <7U.�C1LViJ 1 V 1t'1L LIJL $ Y .,,. .44 g 7 - 2 .�_ CALCULATIONS and /or NOTES ,. ti l 7� (-- '. (.. _f_ citi , ...,- fa- ✓L Gam-: ez..A.lJe_ ,XZ ctz"C..� ( -1 { ,l:-4-- C.'2,e�9t� �} `al / � 02 (, Q; c)' r✓ �L� r' lfrt Y �! • D J *tic sack - % /u Tad 800 SEMINOLE ROAD ATLANTIC BEACH, FLORIDA 32233•S443 TELEPHONE (904) 217-5000 aw- FAX (904) 247-5805 February 6, 1995 Atlantic Tires Mr. Rahman Venus Trust 1420 Mayport Road Atlantic Beach, FL 32233 Dear Sir: Our records indicate that you are the owner of the following property in the City of Atlantic Beach, Florida: 1420 Mayport Road a /k /a Lots 1 & 2, Block 52, Section H RE #170791 -0000 Investigation of this property discloses that I have found and determined that a public nuisance exists thereon so as to constitute a violation of City of Atlantic Beach Ordinance Chapter 12, Section 12 -1 -3 Rubbish Injurious to Health and Safety i.e., discarded auto and truck tires on vacant lot to rear of building must be removed. You are hereby notified that unless the condition above described is remedied within thirty (30) days from the date of your receipt hereof, this case will be turned over to the Code Enforcement Board. Under Florida Statute 162.09, the Code Enforcement Board may impose fines of up to $250.00 per day for a first violation and $500.00 per day for a repeat violation. Sincerely, Karl W. Gr newald Code Enforcement Officer KWG /pah cc: City Manager CERTIFIED MAIL RETURN RECEIPT REQUESTED — 1412° atIppr4 ed , . _p- SO 7 ._.,..,. -",- 2 \ -4— 7C c..-- crl \ ,... , 1 , H ' \ : -- ...T ., .,...: . _ r„... .."'.. N,3) ,,i' , ...... , t ,-,,,, m ... .„, • ,,,,,, -, ,-, ,,o .6 -.: k .. 0° ., .. ' 0 N ' , , : \ •, I' -... k- --... o 2. 1 1 - , ..,. k., , • ■ r , , ,, 8 ''.. O' .P.A• g \ • qx a g ■ . : ":', 'i 0' ,.■- ' ..i 6 . '.. . ,,, . . I ' I , i g.' . ....' . o , PP r`1 V "r; F. iii E • , -., 1 :,...... \ E 2 , g. ,. ‘1,17 Z : f .i . . 1._ 71 j . .. 1 ..- _,. . - ., - /• , / - */ - 77 - /rt.-- a .......,.....-,,,,.......,- . ' 1 1 !1 I ' • ' i . I 1 I —! l i ' ..i Pli g il i 4 1? , 1 r i' .! I 4 I l• ! ▪ iii , 1 7a ,. . I — -- Val ApprOVOO 3 , . ;, , , >•2* ,.. t 1 li A h t Ifs . . Dqte 4 -C-' 1 i I e , • 1 . 5 R 1 ° Z " ?••.43 , gr) ,r I , ? 14/4, CITY OF ATLANTIC BEACH APPLICATION FOR BUILDING PERMIT Owner 1401 'A E•US Address C Cyo ATEEIM t gt zip _ phone 3 4 5 - -- FQM' 1, ttoL NV, NAT PIA Architect atEf tNOVAiliitg INC. Address P.a• gym% 20311 zip6n® phoneNt 312" q{hro 1 (AwL, $ Contractors of ib sr Bat Address R k S(S 44 4 x 44 zi fl`� phone i4 23 J Contractor's License number ot16+) CC1C, expiration `L3e_181 %/' Lot�� 6 Block or Section H Subdivision Zoning C v IA Tlk Street MQ Pa'QT Q,) between IT 1 and L-tA/K RD side Wit ST (\NEST St DE) g1 ID Nl Type Construction l. mg Units 1 BLDC No. Fireplaces 9 Q O cv -tiAL 1 2L S'Tfi�TLGN Est. Valua on l Purpose of Building 1/ Utility Method - WateriM %LAC Sewer pkAgbt L '1t. S P11L TANk Q 4kts1154 l/ y t t AI' COO' Dimensions r j Building $.' Lot Jo2X,35 •ize Footings 'X3' f$ t v"S' g-, - m - Z4 X, 12 Sz. Sills --- Greatest San Sills Sz. Ceiling Joists 4.121/4 Distance on Centers . -- est Span --- Sz. Floor Joists _ N,/A____Distance on Centers Greatest Span —" R rs Distance on Centers 25: -o" Greatest Span 37 " -4" Method of Heating NEAT PUMP Solid or( :Filled Ground PACKr.1Ws/b NTAti- CovvtiNVAICO :A Flood Zone If located within a FLOOD HAZARD ZONE complete page 3 In consideration of permit given for doing the work as described in the above statement, we hereby agree to perform said work in accordance with the attached plans and specifications, which are a part hereof, and in accordance with the building regulations of Atlantic Beach. The contractor agrees at its expense to provide the necessary access to the properties being developed over dedicated City rights -of -way and to clear, clean, grade, and drain said right -of -way to City specifications. f Signature Owner___ , ? _ Date___cfi _!— W___ Signature Contractor__ I Si $ g _ S t 1 Date /d 2 eb f S DES' C N CALOkt ATI Pa ge 2 r ( 1\trIl1/4(A\ E); pc),vk∎c. av pales 1 0 -0 °F Cowyri r - auk • �IMPOII' ANT M TIM ESSAG R"v e p O F PHONE D nno.? LE F: , 4f, �.� I� CE� i�T� UMBER „ S L'1 MES'AG Wain L . � 1 J S SIGNED le •- .ri bP1 FORM 4006 `g¢ � A JSsf A i'S z ( ' /' \ (......./) ' ,'-' 1`, '', : c . '7 ''e Z } \ � a r A: ' - t F L� � ;� 1l : ' r dk dY h may;,. "�.' �. ,� d. n 11 In cn b; ;$ x y ,b9 )qi 67 ` 5 i i t1 'E, 1X,',.4. ,it.t,4,*iX(' L II `4 kl 4„ ¢ # 1 s 3 a.�J��.� iii .. . '' .. 4l t_� puler. wig" ^. 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