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Permit 151 Levy Rd (vault folder) CITY OF 800 SEMINOLE ROAD ATLANTIC BEACH,FLORIDA 32233-5445 TELEPHONE(904) 247-5800 FAX(904)247-5805 SUNCOM 852-5800 MEMORANDUM June 24, 1999 TO: Finance Department FROM: Don C. Ford Qclr RE: Connection to Sewer for 151 Levy Road According to information we have received, the address is on City water and sewer and has been receiving City water and sewer services for three years. Please contact owner to facilitate this billing change. DON C. FORD/pah cc File 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 TH 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: MC 1 E I I M NAME C� E R' Manufacturing ADDRESS 151 Levy Rd RFD BOX BLDG.SIZE BETWEEN: a a RES.( 1 APT.( 1 COMM.( I PUBLIC f` ! INDUS.X) NEW l ! OLD 00 REW ( i ADDITION( i TRAILER ( 'i TEMP.1 i SIGNS ( I SCL FT. SERVICE: NEW( ! INCREASE ( i REPAIR ( 1 FEE CONDUCTOR SIZE AMPS: COPPER ALUM.. 9 S "TC"OR BR KER P W VOL; AA&§WAY EXIST.SERV.SIZE 400 AMPS 3 PH 4 W 248 VOLT 4" RACEWAY FEEDERS --110- . JNo. ., �;, ..k: y. ,,, �°�• tOUTLETS 8664CEALED OPEN 8 TOTAL 2.40 RECEPTACLES 6 CONCEALED OPEN 6` TOTAL 1.80 0•80 xMtfti. 31.100 AMPS. SWITCHES IINDESCENT FLUORESCENT&M.V. f es' 0.100 AMPS. ovim' APPLIANCES 3 BELL TRANSF. "' AIR H.P.RATING H'.P.RATING CONDITIONING COMP.MOTOR OTHER MOTORS ANDS CBIL HEAT: KW-HEAT -0.1 —OVER MOTORS ' HP. VOLTAGE PHS NO. 1 H.P. VOLTAGE PHS MISCELLANEOUS TRANSFORMERS--,.< UNDER 600 V. OVER 600 V. NOnJ KVA NO, KVA . , NO.NEON TRANSIT. NO. VA. IMA. MOTOR SIZE JSWITCH FLASHER EACH SIGN FORWARDED Permit issuing Fee , ,$ 10.00 TOTAL FEES 29.20 FOR OFFICE USE NLY .............. g-- Permit F e e$ CITY OF ATLANTIC BEACH 7 ... ........ ............... Valuation A/, FLORIDA House #.--.1-5"/------ .... .......... .... .. ............................................................................ APPLICATION FOR BUILDING PERMIT ............................................................................ ............................................................................ Application is hereby made for the -approval of the detailed statement of the plans and specifications herewith submitted for the building or other structure described. This application is made in compliance and conformity with the Building Ordinance of the City of Atlantic Beach, Florida, and all provisions of the Laws of the State of Florida, all ordinances of the City of Atlantic Beach and all rules and regulations of the Building Department of the City of Atlantic Beach, shall be complied with, whether herein specified or not. The Contractor or Owner-Builder who has been issued a Building Permit is automatically responsible to ascertain that all sub- contractors engaged by him are duly licensed in the City of Atlantic Beach, Florida. To prevent delay or embarrasment regard- ing intermediate or final inspections it is suggested that a list of sub-contractors be submitted to this office so that licenses can be verified. Date.............J.u.ly....13 _..------------------------------ 19.....7..2.. Owner-.-_14-4.-1.1.1 am----laylar------- --------------------------------_Address---- ----212---------------Telephone N(P_85.-,6.283•---- Architect.---Wm-•----T..----Mc t.h-1-s 5-=,6.Z83.....Architect.---Wm------T......MathIs------------------------------------__..........Address,6417---Arling-tan....Rd..---Telephone No-.7_43_=3_544.. Contractor BuilderltwersAfle.d----I-n-du-s.t.-S-e.r.v.-..-Address-5-9-4 4....ki-r-h-a.r.d....St-----------Telephone No.13.7-r-5-822- LotNo-------------------------------------------------Block No.-.-.----_-------------------Sub Division.--------------------------------------------------------------------------•--..Zone---------------- ------1-5.1----Le y----R.o.a_d--------------Street--------------- --------Side Between....----------------------------------------and------------------------------------------------------Sts. Valuation $.1_2_,_0.0L0-------------For what purpose will building be used..-.----------------------------------Type of construction.M.e.ta1..--p.r-e2n.e.ng Dimensions of Building4-OL---X----5-0----------------Dimensions of Lot-1-0-0----X_15-0_-----------_----------Size of Footings-------------------------------------- Size ootings-------------------------------------- Size of Piers.......3X3--------------------Size of Sills------------------------...Greatest Sill Span in ft----------- ---------.-Type Roof-----M.P-.tA-1------------_--- How will Building be Heated?---Uone--------------------------------................Will Building be on Solid or Filled Ground?__..i_a'1----fill------------ Size of Ceiling Joists-_---.0.11P I--------------........... Distance on Centers--------------------------------------------- Greatest Span---------................................. " Size of Floor Joists-------Non-e------------------....... Distance on Centers--.-....-- --------------------- Greatest Span.....-.......----......................... .. Size of Rafters... ------........ Distance on Centers ..... . ................................ Greatest Span-----------------_----------------------- vt This rectangle is to represent the lot. Locate the building Or buildings in the right position. Give distance in feet from all lot-lines and existing buildings. REAR LOT LINE Two copies of plans and specifications shall be submitted with application. Inspections required. 1. When steel is in place and ready to pour footing. 2. When steel is in place and ready to pour columns and/or lintel. z Z 3. When steel is in place and ready to pour beam. 4. When framing is completed. E-4 E-1 5. When rough plumbing is completed,and ready to cover up. S 2 6. When septic tank drain field or sewer is laid but before it is covered. 7. Electrical inspection by City of Jacksonville. 8. Final inspection. Note: In case of any rejection,re-inspection MUST be called for after corrections are made. FRONT OF LOT In consideration of permit given for doing the work as 4L-scribed in the above statement, we hereby agree to perform said work in accordance with the attached _pJans and spec' citions, which are a part hereof, and in accordance with the building regulations of the City of lantic B,90&. Signature of Builder.-I-4'.... ................. ............................A7 Address---5-944----ki-chax-d---- a Signature of Owner.-----_------------_-------------------------------------------------------- Address.-- ----Te-d-ra-j....Fla-�..... � � Fa WILL iRri S Is-I �-r9 --1 Ro �� P CITY OF ATLANTIC BEACH APPLICATION FOR PLUMBING PERMIT PERMIT NO. '�J � Date : LOCATIOive /> C' Strut LOT NO .� ogot /—BLOCK I O�,�� S/D OWNER S. ` MASTER PLUMBER � ; � Q'�c�Aj�j/ � �►'� -, Bldg. BUILDER OR CONTRACTOR �� '>' ` l/j/ ✓r�1erarit. i�To,.. TYPE OF BUILDING ezg_�l r�f-P SIEKS !—LAVATORY BATH TUBS URINALS CLOSETS FLOOR DRAINS SHOWERS WATER HEATERS�_DISH4ASHERS DISPOSALS OTHER TOTAL FIXTURES .._.. ig '"i . 00 NO WORK MUST BE DONE UNTIL A PERMIT HAS BEEN PROCURED PLANS AND SPECIFICATIONS must show a plan and. description of the size .-.and location of all the soil and vent pipes, and the number and location of all fixtures , (in accordance with Ordinance no. 188 of the City of Atlantic Beach, Flt)rida) must be shown on back of appli- cation and be approved by the Plumbing Inspector,. DRA9 PLAN AND SIECIFICATION OF ABOVE PLUMBING ON B�:CK. approved by Plumbing Inspector Date (FOR OFFICE USE ONLY ) 1 ROUGH-IN INSPECTED REIVARKS ..._._..�. FINAL INSPECTION: CERTIFICATE ISSUED: Ii ! DEPARTMENT OF BUILDING Q /� CITY OF ATLANTIC BEACH,FLORIDA PERMIT NO. 9 9 4 3 PERMIT TO BUILD THIS PERMIT MUST BE POSTED ON JOB n 13.1P T iDate 7/191 19$ �aE 1 n 7/19/0 Valuation$ 57y2RR_nn Fee$ 213.00 A 7/1 R/ J f!I a 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 John M. Howard CBCO26201 4970 Noy S.R. 13 Orangedale FL 32092 t has permission to build jgdustrial Addition FerVar3a*�e�; y>1188 6-F Classification IJNPPS71 TAL Zone DLW Owned by Lot Block SAD House No. 151 Lerry 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 �� ---� 0 Building material,rubbish and debris Z from this work must not be placed in public space, and must be cleared _—Up-apohauled away by either con- '� tr or owner.. uild g official. FOR OFFICE PERMIT DATE USE ON NUMBER CONTRACTOR PLUMBING F endinjZ Parking Plan ELECTRICAL SEWER WATER i Address ( -�'t✓ afl Heated Square Footagel�@ $�1 per sq ft = $__J Garage/Shed @ $ per sq ft = $ Carport/Porch @ $ per sq ft = $ Deck @ $ per sq ft = $ Patio @ $ per sq ft = $ TOTAL VALUATION: $ Z2W Total Valuation lst $ —� Z6 Remainder Valuation $~ per thousand or portion thereof j �2 :--- -------------------------------------------- $-----I Total Building Fee / ADDITIONAL PERMITS and/or FEES REQUIRED + k Filing Fee $ T 7 Mechanical ; Fireplaces @ 15.00 $ Plumbing ; BUILDING'PERMIT FEE Electric/Neta UNDER-ROOF '. FLOOR SPACE @1¢/1000sq.ft ------------ Electric/Temp $ Septic Tank BUILDING PERMIT ---- Well WATER METER CHARGE $ Stsimning Pool SEWER IMPACT FEE $ a`t 90 Sign WATER IMPACT FEE $ X00 OlJ Water Connection MISCELLANEOUS $ Sewer Connection $ Water Meter $ Elevation Certificate GRAND TOTAL DUE $ 4-7 . 9 ---------------------------------------------------------------------------------------------- CALCULATIONS and/or NOTES i City of Atlantic Beach Fixture Unit Worksheet for Water Impact Fee S 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. i i i _____BATHROOM GROUP CONSISTING OF __-__SERVICE SINK TRAP STAND WATER CLOSET, LAVATORY & BATH i (8) TUB OR SHOWER STALL (6) ! 1 WATER CLOSET VALVE WATER CLOSET, TANOPERATED (4) VALVE OPERATED (TANK -- BATHTUB/SHOWER (2) ___ , URINATALL LIP (4) SHOWER GROUP PER HEAD (3) ___FLOOR DRAIN (1 ) SHOWER STALL DOMESTIC (2) _____LAUNDRY TRAY (2) �fj I (_LAVATORY ( 1 ) v ____iCOMBINITION SINK AND TRAY (3) WASHING MACHINE (3) _____POT, SCULLERY SINK (4) DISHWASHER (2) _____WASH SINK EACH SET OF - _ - ; FAUCET (2) KITCHEN SINK (2) DENTALLAVATORY ( 1 ) _ KITCHEN SINK WITH WASTE GRINDER (3) ___ DENTAL UNIT OR CUSPIDOR (1) BIDGET (3) _____URINAL STALL, WASHOUT (4) FLUSHING RIM SINK (8) _____COMBINATION SINK AND TRAY WITH FOOD DISPOS. (4) -___-URINAL, PEDESTAL, SYPHON JET I BLOWOUT (8) ____DRINKING FOUNTAIN ( 1/2) _____LAVATORY, BARBER/BEAUTY y SHOP (2) ____ ,LAVATORY, SURGEONS (2) SURGEONS SINK (3) ____ ICE MAKER ( 1/2) ----- lWET BARy (2) i TOTAL FIXTURE UNITS_,�__� __ @ $20. 00 EACH $ I i JOB INFORMATION i C �, CrEYOF' A7.Ta�NTIC BEAM f APPLICATION TO MAKC ADDITIONS OR AMERATIONS �1 4l A Owner � Phone . �� Address 5" � v / Architect Address Contractors% ,s/ /� 7O4Z.-iP.�Addresep t�y�,��.9.L •�•�- Contractors License/Certification Nuibers MG'C-242b2Oz Expiration Date Property Address Z. . AO� 4�� Zoning_� Lot # Block or Unit Subdivision Valuativii of Construction $ •0'�t0 -' Type of Construction Describe Work to be Performed Oa/y� Materials to be Used Present Use of Proposed Use of Building _5WI) -6- Flood -Flood Zocic Dinmisions of New Area: lII'AILD --- G11Eit1c,E OR SIUBAC CAICE'OICI: OR 110R(11 LE PATIO YE5 NO NUTIBER Will there be an .increase, in nmbez of units? Will there be a decrease in nutiber of units? ✓ Any adcittimial pluming fixtures? Any new fireplaces? SUBI-LLT 11vU CUM]PLCiL SITS OF PLANS INCLUDING SIM PLAN . Signature (MUER A Date Signature CpN1.PAC11OR Date�� PLANS REVIEW CHECK LIST Address--Ze VY_ 5 (�Ct rJ' Owner_ Q_y� _t _ C _L00'( Legal Description________------_______Contractor------: t1C --------------- License -------------------------------------- Number_ RLL C l License on File YES NO Section 24_101 * Zoning agglulations _ n Zoning District ,-V`�_-____ Proposed UseV-CJ.� � X -------- -- -------- - Required Lot Size____________ Actual Lot Size______-____ Setbacks Required Provided Section 24_17 front C;20___ ________ CORNER LOT INTERIOR LOT rear J0 -------- -------- side-1 O Flood Zone________________ -------- -------- Required Elevation -------- side-2 Max. Height Allowed__-%:�10Proposed Height_____ Section 24_82 * Minimum Lot Coverage Required Heated Area __�a___ Proposed Area _____s------ Section 24_161 * Offstreet Parking Number Spaces Required....... Spaces Provided________ Section 24_82 * Duplicate Buildings Is 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 SQ pWELL. Q� Plans Reviewed by: �rV� � ---_Date n I a � (� Building Permit #---------- ISSUED DENIED DEPARTMENT OF BUILDING CITY OF ATLANTIC BEACH 77, �- PER IT ' NFf3R'I�IA "Ir118 .. LOCATION XNFO'RMAT%ON � m 5 Add � � `L.k4�Y ROADIs 'Nur ks s s 9 i, ATLANTIC BEACH#, FLORIDA Pow it Type ll ILII IBI>Et LEGAL DESCRIPTION -- 0 apt Work s ADOXTIOl� , { Lot�� I�1c�rsilG� Section�. �rn&tx . Type 1��1� � "i ja t Book s Page i O Fx�od Use: VA #�� 5. .. Sbrs ` Osv i B` s O 0 0. -" ------ --- OWNER,:, , NFORNA'�#"��QN ISs'9ti*ated, Va;�lu*s 0» �Na*eI��t D bll�CltC�NGi presv Coat s r�,rt 1 L :ROAD 233 t4liaall+ki, ff? alta :60 " tl'I" S ` GI,rw # A ' s" aMT�R, #� W` l[ 7sAT�+di`, 1.�+ w OSU 7, ` � .IOATON—FEES, . . #24.004 410 WA TER 14 ACT':FEE '-.100. 'SEWERINS F`E # �4.00t e VOA 'C` A� R :♦ r 114 r' ", a is {( '' AADON OAS ' r ' WATER TAP aIaOW 00 ` . „. S WVR TAP- W HYDRAULIC SHARE . Ott 4 ISR INSPSC . F g a Fi tt3 Al a N 1 .1d OTHER v'` VL t 49. � olls -NOTES: NOTICE—ALL CONCRETZ tb0ms AND,FOOTINGS MUST BE INSPECT1ED BEFORE POUR'I°NG PERMIT`VOID SIX MONTHS AFTER DATE OF ISSUE BUILDING MATER IAL,RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUSTBE CLEARED UP AND,HAULED AWAY BY.EITHER CONTRACTOR OR OWNER, " FAI LrY NW`'ITRTHE MECHANICS L EN' LA CAIS RE UILT 1N THE PROPERTY 11VNER PAYING TWlC`E FClR BUlL�t'�!'1�1 IMPR VE ENTS." IS�3E0. ACCORDING 74 APPROVED PLANS WHICH ARE PART OF .THIS'PERMIT`AND SUBJECT TO I�EVC�CATION FOR V1t3L14Ti0N;OFAPPLICABLE PR+L1�t1SI INS OF LAW, ATLA k. ILDINI�A-- Y }4 C bty1�1f 4 CITY OF ATLANTIC BEACH APPLICATION FOR PLUMBING .PERMIT JOB LOCATION PLUMBING CONTRACTOR LICENSE N MBERS OWNER v AA &, 4zdt VAJ BUILDING CONT CTOR ci TYPE OF BUILDING SINKS SHOWERS LAVATORY WATER HEATERS BATH TUBS DISHWASHERS URINALS DI SPOSAT,S CLOSETS WASHING MACHINE FLOOR DRAINS OTHER TOTAL FIXTURE COUNT r INSTALLATION OF PLUMBING AND FIXTURES MUST BE IN ACCORDANCE WITH THE MOST RECENT EDITION ' OF THE SOUTHERN STANDARD PLUMBING CODE . 9 ADDRESS CONTRACTOR-- ----- --- ----------- OWNER_-- -- _ J_� �---- � �5.�1" ------------- BUILDING__ �� MECHANICAL_______- PLUMBING-ILL ELECTRICAL _ TEMP POLE MISC_______ ELECTRICIAN --------------------------- DATE FAILED DATE PASSED TEMP POLE JEA FOOTING ROUGH PLUMBING _____^_____ SLAB ----------- --- FRAMING ----------- ----------- MECHANICAL/FIREPLACE TOP OUT PLUMBING __-_�_--_-- --_-------- ROUGH ELECTRIC FINAL ELECTRIC ------ ----------- FINAL BUILDING ----------- ----------- ELEVATION SUBMITTED CERTIFICATE OF-OCCUPANCY ----------- ----------- DATE ORDERED DATE ISSUED CITY OF ��` Office of Building Official REQUEST FOR INSPECTION Date Permit No: Received _ F M. District No. Job Addrest Locality Owner's Name Contractor BUILDING CONCRETE ELECTRICAL PLUMBING MECHANICAL Framing Footing ❑ Rough Wiring ❑ Rough ❑ Air.Cond.& ❑ Re Roofing ❑ Stab 0 Temp Pole ❑ Top Out ❑ Heating Lintel ❑ Final ❑ Sewer C Fire Place ❑ READY FOR INSPECTION Pre Fab Mon. Tues. Wed. Thurs. Friday A.M. Inspection Made P.M. Inspector Final Inspection❑ Certificate of Occupancy Date CITY OF Office of Building Official REQUEST FOR INSPECTION 111 g ,Date Permit No. Time A.M. — Received P,M. District No. } jK Job Address Imcality, PLUMBING Owners ADDITION Name Contractor 1'�2 � !` WAREHOUSE BUILDING CONCRETE ELECTRICAL PLUMBING MECHANICAL Framing Cl Footing ❑ Rough Wiring ❑ Rough ❑ Air.Cond.& ❑ Re Roofing ❑ Slab Temp Pole ❑ Top Out ❑ Heating Lintel ❑ Final ❑ Sewer ❑ Fire Place ❑ ell, READY FOR INSPECTION Pre Fab A A.M. Mon. Tues. Wed. ��% U :F> Friday P.M. -r J REJECTED inspection Made ! _ Inspector Final inspection❑ t Certificate of Occupancy Date j s: CITY OF ATLANTIC BEACH BUILDING DEPARTMENT INSPECTION REPORT JOB LOCATION 151 LEVY ROAD PERMIT# ATLANTIC BEACH, FLORIDA 32233 SUBDIVISION OWNER NAME W&D DECKING > PHONE LEGALDESC: LOT BLOCK SECTION PERMIT TYPE PLUMBING CLASS OF WORK ADDITION W CONTRACTOR WAREHOUSE PROPOSED USE w �VORKDESCRIPTION INSTALL 2 LAV. AND TWO WATER CLOSETS 0 'k INSPECTION REQUIRED 18 FINAL INSPECTOR AM f= 0zz DATE INSPECTED �Z' 8 BY APPROVED L=j REJECTED ❑ COMMENTS c-W `x DEPARTMENT OF BUILDING CITY OF ATLANTIC BEACH r c „r, 9f i 4- k44t', (• trtt; t, l ;:��. N tl: - ! _;!' } r i1 , lz4 e .. k. ..ta , s , s 'I'A I: n 2, NOTES: *1 0f 3 on q, 60f1 ar,s !;Vr rice-•need single gang 3T 200 Amps 240 volt r rter *IWITF where no lon.ti the old owners did run a machine shop and needed 70k 4,00, ar rs these 1�n le (?o not rl e:i thi. , 200 imp is adequate. 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. ATLANTIC BEACH BUILDING DEPARTMENT By. ,. FLORIDA CITY OF ATLANTIC BEACH, `'-� Approwd by APPLICATION FOR ELECTRICAL, PERMIT TO THE CHIEF ELECTRICAL INSPECTOR: DATE: 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 ELF4T AASI h bi NAME v ADDRESS:ISl.,..y..+.W RFD BOX BLDG.SIZE BETWEEN: RES.1 ? APT. ( ) COMM.4-1 PUBLIC( 1 INDUS.1 1 NEW 1 1 OLD(-I REW. ADDITION ( 1 TRAILER ( ► TEMP.'( ► SIGNS ( 1 $0. FT. SERVICE: NEW( ) INCREASE (, REPAIR ( 1 FEE CONDUCTOR SIZE O '�&-O MCtA AMPS V COPPER ALUM. SWITCH OR BREAKER a0b AMPS PH Lt W e244OLT CARACEWAY -2-'S , 00 EXIST.SERV.SIZE W AMPS PH W VOLT ..a.VCt RACEWAY FEEDERS NO. SIZE I NO. SIZE NO. SIZE LIGHTING OUTLETS CONCEALED OPEN I TOTAL RECEPTACLES CONCEALED OPEN TOTAL 0.30 AMPS. 91.100 AMPS. SWITCHES INCANDESCENT FLUORESCENT&M.V. FIXED 0.100 AMPS. OVER APPLIANCES BELL TRANSF. AIR H.P. RATING H.R.RATING CONDITIONING COMP.MOTOR OTHER MOTORS AMPS CEIL HEAT: OkW-HEAT 0.1 OVER MOTORS H.P. VOLTAGE PHS NO. 1 N.P. VOLTAGE PHS MISCELLANEOUS o 0 sCIO ' S ap N t go IL ptn in �J i e' N 0: a ' m toA N� r1 r Zo i' T y� Or 7 i _. ._ 1 1 V 1_ 1 K., + � f L M ' a f BROOKS & LIMBAUGH ELECTRIC CO., INC. ELECTRICAL CONTRACTORS E-133 1089-26 ATLANTIC BOULEVARD ATLANTIC BEACH, FLORIDA 32233 RESIDENTIAL-COMMERCIAL- INDUSTRIAL (904) 241-9051 Date: October 27, 1988 Mr. Al Frosio Electrical Inspection Department Atlantic Beach, City Hall Atlantic Beach, Florida 32233 Re: 151-1 & 151-2 Levy Road Dear Sir: I would like to request power for the above referenced job to be cut on for a period of thirty (30) days for testing purposes. I would like to request the cut on become effective as soon as possible. I will be responsible for anything that�.may occur due to the energizing of the service prior to the final electrical inspection and approval of the job. Thank you for your cooperation in this matter. S'ncere , Alex Limbaug Vice President, Master Electrician AL/ms CITY OF V . Office of Building Official REQUEST FOR INSPECTION Date ��! Permit No. Time A.M. Received P.M. District No, Job Address Locality Owner's Name Contractor BUILDING CONCRETE ELECTRICAL PLUMBING MECHANICAL Framing &_.�ooting O Rough Wiring 4--*� Rough 0 Air.Coad.& "Ll Re Rooting 0 Slab 0 Temp Pole G Top Out �,,. Ming Lintel 0Fire Place 0 Pro Fab READY Ft KINSPECTION Mon. j Thurs. Friday Inspection Made P.M. Inspector " final inspection 0 t Certificate of Occupancy `� Date i n r ')'' DEPARTMENT OF BUILDING CITY OF ATLANTIC BEACH - . .;,. � I ,,f I.Y:• (> r a I � iii � t Y I��,:r •t�l � d. rl�k�rtr,ii il.;�°ir� r• , � , : , a FV. It1 lii I�� t; :i.1t,1r': ,:•!l,:.! l: a, t , I ! �/ I 1 1:F; 'i f I .I I% 'T' E�'f I t r'I'1iti•,1: , !,�, I I � I r NOTES: Fix,et.I A J. of 3 on a 6911) > sorvice need a single gang 200 nm- rs 39) 240 volt ?n^t er cast 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 rOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. ATLANTIC BEACH BUILDING DEPARTMENT By: y CITY,0,F 'ATLANTIC BEACH, FLORIDA .,,p.� APPLICATION FOR ELECTRICAL PERMIT TO THE CHIEF ELECTRICAL INSPECTOR: DATE: e-f/ 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 AREA PART HEREOF, AND IN ACCORDANCE WITH THE ELECTRICAL REGULATIONS, CODES AND CITY OF ATLANTIC BEACH ORDINANCES. Z4 ` 5� �o JOURNEYMAN ELECTRICAL FIRM: RASTER ELECTIJCIANIM NAME ADDRESS: — � RFD—BOX— BLDG. FD BOXBLDG.SIZE BETWEEN: RES.1 1 AFT. ( ) COMM.1 PUBLIC( 1 INDUS.! 1 NEW( 1 OLD( 1 REW.( 1 ADDITION ( ) TRAILER ( 1 TEMP.I 1 SIGNS ( I SO. FT. SERVICE: NEW( i INCREASE ( 1 REPAIR( 1 FEE CONDUCTOR SIZE G1 e AMPS v a COPPER ALUM. SWITCH OR BREAKER U AMPS PH W I I VOLT Jct- RACEWAY goo EXIST.SERV.SIZEAMPS PH W VOLT 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 / �P FLUORESCENT&M.V. FIXED 0.100 AMPS. I ove APPLIANCES '- BELL TRANSF. � �O AIR H.P. RATING H.P.RATING CONDITIONING COMP.MOTOR OTHER MOTORS AMPS CEIL HEAT: KW-HEAT 0.1 OVER MOTORS H.P. VOLTAGE PHS NO. I H.P. VOLTAGE PHS MISCE LANEOUS A\/CQ CM\/. (} 1 x �� 0 I DEPARTMENT OF BUILDING CITY OF ATLANTIC BEACH t ;• - r ,: , 1 ,fit �1 _ .. _ .. _ I.f:f�,�6:f_ fs1;: 1-` ! t' ` �}! �. :.t�, _t f. ...<i ... � f r i,�t i .. .. _ .. ! 1•'I+.i t.'.��. � �I i t t?'i j% i , ':1 I . .cat.'.. ' •.f. (,dia IE�.{)f.f�.. �"�.t�:,(7 I)I•,f.,I,. I I�I� ,t. f ft+ ., t �. <, .:.n � n i 4 1.':V�''.. { E 5. t t ! f I 1.1 if.tlyr..• � { �.tt.�'� f ,..'� � '41,,' 1 t.i.!3t C';, .�( t a ,'' • ...., A f",. f AT ! 4;.�E.1 (I"-:.. i.J�IIi't`,�.+[.'8k t.•�,,ISlay � '}, _ • ) , 14 !; x'3,1 .ilk, l+ .�ifi�•.,�;1.�: { i s ,:�, t I' Irl..,,,. tl,;'.:�F�'k�,C,: f' i,•�;;�.� f, :, •ir., NOTES: sa"itt IMS 3, incaddescent 4, I Of 3 011 a 6,)() 1"r-Ps, orvdco- •- need a single gang 30 200 anis peter can 24o volt 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. ATLANTIC-BEACH BUILDING DEPARTMENT f By: i ,t CITY OF, ATLANTIC BEACH, FLORIDA 1 Approved by APPLICATION FOR ELECTRICAL PERMIT TO THE CHIEF ELECTRICAL INSPECTOR: DATE:- IMPORTANT ATE: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. ZQ ELI IA IE ECTRICALFIRM: ERE NAME ADDRESS: -RFD-BOX- BLDG. FDBOXBLDG.SIZE BETWEEN: RES.t ) APT.( ► COMM. PUBLIC ( ) INDUS. ( 1 NEW( ) OLD( ) REW. ( ) ADDITION ( ) TRAILER ( ) TEMP.(' ) SIGNS ( ) SO. FT. SERVICE: NEW( ► INCREASE ( 1 REPAIR ( 1 FEE CONDUCTOR SIZE AMPS °L(QGS COPPER ALUM. ITCH OR BREAKER A D 6) AMPS PH W VOLT SWRACEWAY EXIST.SERV.SIZE AMPS PH W VOLT RACEWAY FEEDERS NO. SIZE IND. SIZE NO. SIZE LIGHTING OUTLETS CONCEALED OPEN TOTAL RECEPTACLES CONCEALED OPEN TOTAL / 0.90 AMPS. 51.100 AMPS. SWITCHES i INCANDESCENT '"P FLUORESCENT&M.V. FIXED 0.100 AMPS. OYER APPLIANCES p BELL TRANSF. AIR H.P.RATING H.P. RATING CONDITIONING COMP.MOTOR OTHER MOTORS AMPS ICEIL HEAT: KW-HEAT 0.1 OVER MOTORS H.P. VOLTAGE PHS NO. 1 H.P. VOLTAGE PHS MISCELLANEOUS TRANSFORMERS: UNDER 600 V. OVER 600 V. S CITY EA!, 4""� Bwc4 4". Office of Building Official �? REQUEST FOR INSPECTION Date— 17 Permit No. Time A.M. Received P,M. District No. Job Address Locality Owner's &&n4a4i4ac Name Contractor BUILDING CONCRETE ELECTRICAL PLUMBING MECHAN AL Framing Jy-- Footing 0 Rough Wiring to-, Rough 0 Air.Cond.& As Roofing ❑ Stab 0 Temp Pole a Top Out iJ"�Heating Lintel 0 f Fire Place Q Pre Fab READY F0 INSPECTION (A-.M. Mtn. Tues. Wed. ^ ,V Friday A.M. inspection Mads / P.M. nspector Final Inspection O Certificate of Occupancy (late ,e-A"Ok. ENGINEERING AND Bohn Howard SRHI 40 x 75-4 x 14 PRODUCT DATA FOR JOB NO. 2-88-0907 STAR MFG. CO. OKLA. CITY, OKLA. BUILDINGS BUILDINGS May 13 1988 STAR MANUFACTURING CO. Y 7 CALIFORNIA•GEORGIA•IOWA•OKLAHOMA*PENNSYLVANIA P.O. BOX 94910-OKLA.CITY,OK 73143-4910 TELEPHONE: (405) 636-2010 CENTURY STEEL BUILDING 2258 RIVERSIDE AVENUE PO BOX 40483 JACKSONVILLE FL 32203 SUBJECT: John Howard Ponte Vedre, Florida SRHI 40' x 75'-4" x 14' 25' Bay Spacing Star Job #2-88-0907 Gentlemen: This is to certify that material for the subject SRHI type structure, Star Manufacturing Company proposes to supply, has been designed in accordance with the structural design provisions of the Standard Building Code/1985 to sustain no less than the requested design loads, specifically as follows: Live Load (Purlins) . . . . . 20 PSF Live Load (Frames) . . . . . 20 PSF Wind Load . . . . . . . . . 120 MPH Dead Load . . . . . . . . . 3.2 PSF Other Loads . . . . . . . . None This material, when properly erected on an adequate foundation in accordance with the erection drawings as supplied and using the components as furnished, will meet the above loading requirements without exceeding the allowable working stress. This certification does not cover field modifications or the design of materials not furnished by Star Manufacturing Company. The attached calculations are to remain with and form part of this Letter of Certi- fication. Cordially, STAR MANUFACTURING COMPANY Debbie Darol McCrossen, P. E. Regional Engineer DDMcC:lm Attachments MORE THAN 120,000 STAR BUILDINGS IN SERVICE SINCE 1927 *�m�~ AAm��. Page : 1 Job No : 89-0907 Star Manufacturing Company Job No : 88-0907 Building : A Engineering Services Engineer : DLC Date : 5/10/88 DEGIGN SUMMARY REPORT BUILDING DATA Live Load Roof : 20.00 psf Live Load Frame : 20.00 psf SRHI 40' x 7514 x 14' Wind Load : 120.00 mph Bays : 25.07 25. 0 Dead Load 3. 2 psf Building Code SBC 85 ____________________________ ___________________________________________________ PANELS ----- Roof : Dura-Rib 26 Ga. Wall : Dura-Rib 26 8a. PURLINS ---- 8 x 3 Z . 096 @ Bays 1 , 3 @ 5. 00 Spacing 8 x 3 Z .074 @ Bays 2 @ 5.00 Spacing with 41 -4" Continuous laps @ Frame Lines 2- 3 STRUTS ----- . 084 Eave Strut @ Bays 1- 3 BRACING ---- Diaphragm Action SW GIRTS --- 8 x 3 Z . 096 @ Bays 1, 3 8 x 3 Z . 084 @ Bays 2 with 3' -4" Continuous laps @ Frame Lines 2- 3 ENDWALL B Post & Beam RAFTER -- 9 x 4 C . 1046 @ Bays 1- 2 COLUMNS - C1 = 8 x 3 C .064 @ Cols 1 , 3 C2 = 5x. 2500/. 1046/ 8. 00 @ Cols 2 Use Type 2 Gable Connection at Cols 2 Use 2 - 7/8" Anchor Bolts at Cols 2 GIRTS --- A}^* �� ~ �+�� /�/e� -' /~ '- - ' - . , isle ENDWALL D Post & Beam RAFTER -- 9 x 4 C . 1046 @ Bays 1- 2 COLUMNS - C1 = 8 x 3 C .064 @ Cols 1 , 3 C2 = 5x. 2500/. 1046/ 8. 00 @ Cols 2 Use Type 2 Gable Connection at Cols 2 Use 2 - 7/8" Anchor Bolts at Cols 2 GIRTS --- 8 x 3 Z . 096 @ Bays 1- 2 FRAMES ----- SRHI 40. 20. /30. 67 14. /25. Page ^ 2 Job No : B8-0907 *�m� Star Manufacturing Company Job r�m� ^ 88-0907 . Building : A Engineering Services Engi DLC Date : 5/10/82 DISCLAIMERS Note on Drawings : 1 ) Existing building common wall is to remain solid sheeted 2) Endwall columns at endwall "B" are to be tied to existing at standard girt locations in such a manner that complete column lateral stability shall be provided. (tie-in Not By Star. ) 3> Endwall "B" is to be tied to the existing building in such a manner that the existing building will provide lateral stability to the new endwall. (tie-in Not By Star. ) 4) Assumed the existing building is not a Star Building. _____________________________________ _____________ 3 -nOM3i S } Builder i:EMTUR'•r STEEL PUILDI Job No. ia'07A Date 5/10/88 Y J: ..............................................:1...............................................L............................................... ...A Y............. ii fl f Ii _ f i i � rn 5i ris:� i_f i i—i L 1 T f i C'•! r� ii i i 11 i 11 - ^r F m f,i 1_1 :fi i-1 �! 0 i 17 �.................. Y...... lox 1Ii::•:: ................................................ WO 12 1'2 ..............t. Owner JOHN HOWARD r•; • :..................................... PiNTE VEDRE. FL .......75A.......................................... P.O. .,; W0505-IRP SIDEWALL A i� STAR MANUFACTURING CO. 8600 S. 1-35 OKLAHOMA CITY, OK. JOB: 88-0907 PAGE -7 DESCRIPTION: SRHI 40 20/30.67 14/25 [COLE]0907A.PRO;2 DATE: 5/10/88 DLC -''''''' '''''''''''''''''-''''''''''''''''''''''''''-''''''''''''''''''''''''''''''''-''''''''''''''''''''''''''''''''' WT: 1212 HR: 11.43 PLATE: 50 KSI YIELD SPLICE BOLTS: ASTM A-325 SYMMETRICAL PURLINS: (H0RZ. FROM PEAK) G]e� —.— . ��4� 3 @ 510 � —'—'�'—'—� � �� —'--'—'—'' —'* 3'9 TO [AVE �, _'—.--'. 1345—'—� � _'—.-7. 12' --'— � �'—'—'--'—'—� —'—.�°—' � � .--' ��'O —'— � —'—'—'— . �'—'—'--' 12 --'--- � ==�=` � n' 5:!/4:l9'1 14'0 EAVE HT. C ------' = —..... -------^ ' ��— ` � � '' 5xl/4xl9/1 ^- + � m ~.^. .'`^^ ~ �� --�------.-. _-----_---_'_--------_------------------------------------'---.-'--'-------' �------------------------ .......---2O/0-- ...................................................................... --''� � ALL DISTANCES IN INCHES UNLESS NOTED ALL FLANGE LENGTHS ARE WITH RESPECT TO OUTSIDE FLANGE (� (� (� (� (� (� `� �� DEPTH S. 21. . . -- � 21 1O � 1O. � � TYPE BASE BRS/EX ' CAP/EX !SPL/4E41 -- jSPL/2F2Fj PLATE 6x1/2 . 1/4 1 6x1/4 1 6x1/2 -- 5x3/8 BOLTS � 2-7/8 � -- 1 -- 1 8-6/8 � -- � 4-6/8 � STAR MANUFACTURING CO. 8600 S. 1-35 OKLAHOMA CITY, OK . JOB 82-0907 SPHI 40 20/10.67 14AYONE 0907A.PPO;2 JOINT REACTION AND A SCHEMATIC DATE: 5/10/82 1 is -------------------------------------------------------------------------------- ALL REACTIONS ARE IN kIPS OR KIP-FEET ALL LOAD INTENSITIES ARE IN PERCENTAGES i ..�L ..................... t .. ..................... ..................... 3 2 ...... 4 415" t "V- JO INT NUMBER INf-ii 11 . 5 11 . 5 100 OL 100 LL 1 ) DL + LL .................. . ......................... tic ..... .............. ....... 8:3 t 07 14. 5 4 9. 2 10. 4 7. 7 100 DL 100 WLL 100 DL 100 LLI 50 LL2 2) DL + WLL 3 ) DL+LLI+LL2/2( UNBAL. Ll ) ........... GL .................... 90- 1 . 5 8. 4 3. 1. 200 DL 100 WLL2 4 ) DL + WIND LEFT CASE II COLD FORM Z SECTIONS *COLD FORM FASCIA SECTIONS I of Stc of Si1my- X-N xb yy-r IIAxisx-x -xSEtiNM 0 / t IIN s AOEA t/f I s r 1 , Ip / No k SECT M / 0 t IMt 0 AWA 7f t t 1 1S o wALUA IOM IOM OMI IMM 1MM 1111'1 ILSSI INN OM71 It ON IOIh OMI INN IM1M ._• OQ OMI IOM IN 101) omI IMIS MA ow 01111O4 OMN sdtM •• is 111 M M 211 1Q 1M 31I 177 la ?o S>< 1111 1 t %Em •o 1S 1M M tt• 1211 1p NM ?N all 103 1.11 N • 1260 1-1 f l sA2M1 0s 31 ti M _0 31% to 222 311 _244 t4 131 .SN IS71/ 0.2Y+tN1 011 1311112211 AN I MUM SQ a#Ly aN tNF;170 111 1 se3Z 111 1d •• 311 sN sN 14 3N IIP 2111 317 20 14 310 M 1121 37 @N 3t:li 111 30 1N In 111 aN 201 111 130 .111 Ito BUILT-UP SECTIOM wt-103 110 36 w AN Ir 60 HIS 301 111 350 If/ S35 M HIS PiOpeftbfof8�011 (w i �.• owl.N11 ss. 40 20 .NN 20 111 iN SIS 39 00 217 t2M AN 2.20 / Axis x-x Axis 1.106 !n 11 211 2n sa 011 013 311 127• tit KN .ti QN / KCIIEM / / Am" tl itr 1 s r 1 s r ry 10111 I1N 1/I71 100 IMq aMM ,M, Ni/l MN MM1 I.I71 q. � COLD FORM C SECTIONS psw 1• s• 20 AM NM •N 310 7n 311 375 1110 ti 131 /OpMi1i01 Sol&* U u 211 IIN NII NN AM on 353 GAS 20 1.41 I43 p0elt 00 SM 321 MN NM 1101 1123 on 351 021 to li In Axis x-x xb Y- SNr/3 611 $A 311 0311 ii t2i 4 1111 351 1M 3a 111 IN Dow- r' 1 SEci1011 0 / L Ml It AMA 1 S , 1 1 If 0 b" t -11 OM•e1S •. so 457 IM IMt !Sl► Sow 04n ,N tl>s 3155 to to REGI IS skvo lr 1 00 111 3M .NM NN an so 306 1111 Si aft tt1 M OIII ON ON IMM 101171 LL1S1 1101 *A I/ 1/11 IMM OM1 IMIN p4N 00 s1 S_i IN IOM go NN ON so NM /N in IN •eIGM Be 31 ON M< III ON 20 oil IM 311 IN 111 011 J10 /i 7i pRN •0 Sn 1W NM NA 170 as 303 so so 161221, ' &am 0• 3s p am 101 MI 3i ON 221 311 IM- 111 M #t 053 � 11 1153 aI• .1711 NSI Na SSI 13 /N "-- - -- li - Wlkn Of U __•1• AN .NII aM /00 tosb -» : ON 111 ti 6NA4 ss 30 IF 111 • 1.12 311 01.11 210 is iN .tt s M nM •ucw 111 3S IM Mt Ii 1Y 26 2311 311 IN 1.13 wI .1K 1211 4� t0 IS 10 011 1sls li* 1111 1168 it 1ST =>< a Y 121 A -_- _- - _ - _ - - -- /11 .1111gKI A 1f0 0lslir •• >• 1111 103 1• 511 0111311 llt IN LQ M .711 016 orA>t 00 00 1211 SSM► .IrrItN Nsi 757 Q.I Nv LN 225 t _ - - psti so U 0121 MN 11 001 20n 354 0111 pD MN 2IS balm ss u 2M .M 2m 111 NN Sn aN SQ tN ISI M 11Za - - -psMs •• 1.0 17piM 110Nt77s13e1C sn O tM .1111 to sa an •t3 sN sN IM IK .I>t QN pods t0 U NII im .711MV SM is " It 3412M 2311 1225 11 2M .NN as 3.11 as NN 11,2111471 )Ss 10 131 M US PME SECTIONS *COW FORM E/ME STRUT SECTIONS NoII slow 0/ i ATEA tl?7F1 1 I SIwVPwe�Mr10�6KMMr0MN1/SwAa I Ot so OM1 OW) WISP 11A 1M nwwew�tlwlwlw11315.i Axis x-x xis - 01116 U • .2611 is LAS ala tap t wt a+ w�M+wl'1we+. 1 SECIIOM / / t 1101. M ATEA I 1 S 1 1 r S s I" I 111 r1 111 l.NO 2i SM 101 !" 1 0./s REc OM 1 I - -18 1511 Ur im Mil a ml�wmopwNeSOon"IN"INi1 w�arOMwlMq. 2x61LN1 In I! ON M In 131 11i 1111 2M 2131 111 111 .IQ *is r11�111 • .IN Sin an NMI MMM •loll III �eMw10wa1ldrlwwa.ewao f 11i61F• Tri 10 IM 1111 502 11i 711 201 201 11 In .>tl 1131 IOW • 1111 301 NN 0.101 10111 t�AM•,A0x11lOsesSwAwrY.ww0Ns1M I%*I" • to •MI an M IMS 0/ �♦111 s it 5101 ISI to Us 'EMtAYed4ltwM[YweMMewWNMwM7Mw *�IO • aT •116 NI t� !�E NA aw b~qqw Mew mw «e�A 1%#us • M 610 NN IN t1N 3Vw 1.ee�e4111 MM e.AwMw�A e bru.u4.e w pule - .e*A1IN IIeHe.Ml{Mlf!M AYAefts STAR MANUFACTMOM.* CO. STANDARD STRUCTURALS 6A-1 O.t1wQjw .II onatoo 4 SECTION PROPERTIES aoruw.r.earwr ommumma....ww.... .- a." 11106 41 34 .1 41 34 4 41 134 PANEL PROFILE NMEEItRirO PIROPlERTM OF STEEL OU RAM MtEL OUTSIDE N MISIOE IN Sm TIM CAGE Tw TML. FY WE84T k Sx IN ix Fb ON.) 0.) 009 VIFM ON. in) (N.3in) 014.4 NI in) 00 26 X17 tA622 01i .01023 :Am ,1120 `30 0 ,� 13125 1 .O w Aw I 6173 1.BIC=FL roM NM 9®1 CALL LAO M ACON&M LUTA CIBIB3R Mil WHVICA 0119. t BB�BMIM TfID B11B1fIST110F cLa s so KLI. 3. "VMS loallniaoltacilaLs�F;�oaNcooloNLc LLONYLE� 1 POR NOIN/l sm volo Ri MN LOAD ow 3pom am CONpTFod OONDITIOFI 6-0 s-o r-0 FRESH U-5031st . � sucrloN 1 3002 -*Al raEssunE us1 36.77 Aus 33.1s SUCTloN t'f' 71 EssIlnE X AL75 44.71 Fw �rIlM+iw : ins 96.11 61:02 SUCTION1))371 45M 1 FOSSURE 019 79 WAS 39.37 's SUCTION A o 36.74 Kim FIFSSUREUs >s37 1! 21 AMMM 1sT 03 0.16 31ICTIDNf+f3 30.19 79 0.51 FAESSURE .0 70.10 401.15 SUCTION Me ; Mll 7 .31 auff m"L"D("n FOR iT%NDRD off spoo O ELME HEIGHTS LAAO OObIDITION 10'-0 17.0 11'-0 10'-0 20'-0 21'-0 30.36 2797x 33.37 an 26 10.17 30.11 1526 1" .0 30.96 33.71 20.55 an 34.57 5351 MOM 52.E JLW 31.92 3131 29.72 30A1 32.56 34A 30.01 ism xs4 21 30.4 W33 32.09 vie 35.62 mm 3323 15.11 30.64 31x6 37.11 IW zz 36.61 sm 11.63 3737 3513 36.25 1 ra..� unw t. TOP VALUES ARE LASED ON BENDING 113 WIND LOAD INCREASE IS MCLU DED 7106 : BOTTOM VALUES ARE LASED ON DEFLECTION OF LIN 3 914NDU D FASTENER WLLOVER VALUE 5 722 LBS IS FASTENER INCLUDING A 113 INCREASE AIM WIND �Rt�wO+► STAR MANUFACTURING CO. DURARIB 6A-10 OKLAHOMA RTOWCITY. GEORGIiMOM'' WALL PANEL PROPERTIES CEOARTOVNN.GEORGIA lu 10we wr HOMIER CITY.PENNSYLVANIA � PI N+G• 3-31-85 I I 11 41 34 41 4f ' 34 41 I 41 34 41 36 POM L PROFILE 11101 11=1116G PROPIRM OF STEM ON11MA PM EL ouTSVE w Ill=IN um 70W " GM msm GSE 7w 7w FY WE9HT Is sx Ix $x Po ON.) IMIJ 00 WFM ON.41M (K VM (N.41Fi) OIL'in) 00 26 so W7 0 tA622 AM t 21 1.30 m Asti 1. PPOWIM WK WIII CALCUUM 0 ACCWAV CE W1q CUMff AN 965=41M. 2.IrMMI VELD ST(9*W 9F IM i b 101. 1'=i�iMOOERS'.1NIt110l�Ik�TB�Yli116f�110N11101'911 .T091lflIQOB611a11�G�SICpI'iKM1IJME'�OMf. ALLAU%KE LAAO P"POR NOUN&PUMN WOMI0 M"SFAM GCE 7-0 r-0 F-0 s-0 owm 11111 74Ao 77VN77 33.16 srr� 45-84 im Us wuF7 wv =27 stv 4m 41 GRAM m. 7= 21,11 0 38.42 217.49 1 44 wm nus 9947 021 .44 Cir tp n MAD a18 41.78 sG411 .40 w zlix mm 7ss7 a6 nm am nm Cin 1eim VW at? am VIM � au6 116.00 aue s1AD wuFr AM 24,1A avm t1Ae an 48.4 > 3" vmm 1818 sa uFti1FT n.44 scum also Gn 46.0 s" 1 0.74 sQ N aw W-Vuniff - eDffi mu u1. r am an 0m swum 1 3" 170.33 VIM 78.70 wuFr 111.06 sum" 80.0 116.114am INS 04% Ka Rm .75:M 5249 =74 90.04 61.79 700 wl1FT 117.91 VIM 1. W WAM ale MW ON STIM.UW VAUS 111MUM 113 AMM IN W10. °•'•" INK" 2 lff=1111M AAE 6AM ON 09UV=OF LIM. 7196 3. fWIIII& D FASTIM FiN10YE11 IMIDE 16=US.Fill FA IVWI. �'aad STAR MANUFACTURING CO. DURARIS 6A-20 OKLCEDAHOMA RTOWN CITY.OKLAHOMAROOF PANEL PROPERTIES CEDARTGWN.GEORGIA N01AEi1 CCTV.PENNSYLVANIA �u0.0NG� 3-31-115 .g...A F S MES s+�s K WWI- Al - WWALL AREA A2-ENE IEIBFtT X BAY LENGTM 14 11 w Al X WINO PRESSURE ►X-AX X WW PRESSURE •L-O�E111NG TrttitNs WE•W-WWX WOMB MIOURE 1 rumil 2 W a w►LL WpQ ON PORTION Of 00 Bur SK)EWALL r 11:12 i 112 MNLOMIG6 t12lm MAG. �p M 12 i 1:12 to NAIE NAG. EIMIE LOAD w1wmE LOAD ALM10115M xll u 20 22 s ' x t it 1 1 a i 10 w I IIu u is 1 11 Is 9 21 If u W. 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STAR MANUFACTURING CO. DIAPHRAGM ACTION 6A-30 I ° " CEDOfOWN.GICACIADURARIS ROOF & WALL W*A0 MY.'Et�YL1MNtA sui►wwos 3-31-9 STAR MANUFACTURING COMPANY 8600 SO. I-35 OKLA CITY OKLA 440 ***** INPUT DATA F ENDWALLS 1 2 3 4 5 6 7 8 . . . .5. . . . 0. . . .5. . . . 0. . . . 5. . . . 0. . . .5. . . . 0. . . .5. . . . 0. . . . 5. . . . 0. . . . 5. . . . 0. . . .5. . . . 0 BDS 1 4 880907A *SUM *PRC 0 0907A ENDWALL (B) DESIGN 0 14 0 1GRC1 00 0 00 MBMA 75.00 14.00 4.00 40.00 0.00 0 0 0. 000 100. 0 110. 0 100. () 30.67100. 00 30.67200.00 30.67300.00 30.67 0. 0 0. 0 Cl; 14.00 4. 00 2.05 20. 00 20.00 12. 50 0.00 0.00 0.00 0. 00120. 0 0. 00 0.00 8. 40 1020. 0000 0. 0000 0. 0000 0. 0000 0. 0000 0. 0000 0. 0000 0. 0000 0. 0000 0. 000 0. 0 2 7.292 6. 104 0, 000 0. 000 0.000 0. 000 0. 000 0. 000 0.000 0. 000 0. 0 1 2 3 4 5 6 7 8 . . . .5. . . . 0. . . .5. . . . 0. . . .5. . . . 0. . . . 5. . . . 0. . . .5. . . . 0. . . . 5. . . . 0. . . . 5. . . . 0. . . . 5. . . . 0 STAR MANUFACTURING COMPANY 8600 SO. I-35 OKLA CITY, OKLA ENDWALL (2) DESIGN Job No. 0907A SUMMARY OF ENDWALL DESIGN Page No. 1 ................. --.....-------....... --------........... ............-----------------...................------------' ----------- Eave Height = 14. 00 Ft Roof Slope = 4. 00/12 Dist To Peak = 20, 00 Ft Dead Load = 2. 0 psf Live Load = 20. 0 psf Wind Load = 30. 7 psf LOAD CONDITIONS Girts - WL x (MBMA Coefficients) Rafters - DL + LL Columns - DL + LL DL + WL x (MBMA Coefficients) DL + LL/2 + WL x (MBMA Coefficients) DL + LL + WL/2 x (MBMA Coefficients> -------------------------------------------------- COLUMN ________________________________________________COLUMN NO. CC 1 COL. SPACING 0. 67 19. 33 19. 33 -------------------------------------------------- RAFTER ________________________________________________RAFTER 9X4C. 1046 GIRTS 13. 396 8X3Z. 096 7. 292 8X3Z. 096 COLUMN 8X3C.064 5X. 2500X8 --------------------------------------------------- Panel ________________________________________________Panel span above girts 6. 60 Gable Conn Type 1 2 Anchor Bolts (2) 5/8 (2) 7/8 -------------------------------------------------- Maximum ________________________________________________Maximum unity check for Girts is 0. 957 in bay 1 Maximum unity check for rafters is 0. 950 in bay 1 Maximum unity check for columns is 1 . 018 at column 1 **** SHOW SIZE AND LOCATION OF GABLE CONNECTIONS GREATER THAN TYPE 1 **** SHOW SIZE AND LOCATION OF ANCHOR BOLTS GREATER THAN (2) 5/8" ` 000 *Vw STAR MANUFACTURING MPANY 8600 SO. I-35 OKLA CITY OKLA ~_ ***** INPUT DATA F ENDWALiS 1 2 3 4 5 6 7 8 . . . .5. . . . 0. . . .5. . . . 0. . . .5. . . . 0. . . . 5. . . . 0. . . .5. . . . 0. . . .5. . . . 0. . . .5. . . . 0. . . .5. . . . 0 BDS 2 4 880907A *SUM *PRC 0 0907A ENDWALL (D) DESIGN 0 14 0 1GRC1 00 0 00 MBMA 75, 00 14.00 4. 00 40.00 0.00 0 0 0. 000 100. 0 110. 0 100. 0 30.67100. 00 30.67200.00 30.67300.00 30. 67 0. 0 0. 0 0 14.00 4. 00 2.05 20. 00 20.00 12. 50 0. 00 0.00 0. 00 0.00120. 0 0. 00 0.00 8. 40 1020. 0000 0. 0000 0.0000 0. 0000 0.0000 0. 0000 0. 0000 0. 0000 0. 0000 0. 000 0. 0 2 7. 292 6. 104 0. 000 0. 000 0.000 0. 000 0. 000 0. 000 0.000 0. 000 0. 0 1 2 3 4 5 6 7 E. STAR MANUFACTURING COMPANY 8600 SO. I-35 OKLA CITY, OKLA ENDWALL (D) DESIGN Job No. 0900" SUMMARY OF ENDWALL DESIGN Page No. 1 _____________________________________________________________________________ Eave Height = 14. 00 Ft Roof Slope = 4. 00/12 Dist To Peak = 20. 00 Ft Dead Load = 2. 0 psf Live Load = 20. 0 psf Wind Load = 30. 7 psf LOAD CONDITIONS Girts - WL x (MBMA Coefficients) Rafters - DL + LL Columns - DL + LL DL + WL x (MBMA Coefficients) DL + LL/2 + WL x (MBMA Coefficients> DL + LL + WL/2 x (MBMA Coefficients) --------------------------------------------------- COLUMN ________________________________________________COLUMN NO. CC 1 C0-. SPACING 0. 67 19. 33 19. 33 ---------------------------- --------------------- RAFTER 9X4C. 1046 GIRTS 13. 396 8X30096 7. 292 8X3Z. 096 COLUMN 8X3C.064 502500X8 ----------------------------------------------------- Panel ________________________________________________Panel span above girts 6. 60 Gable Conn Type 1 2 Anchor Bolts (2) 5/8 (2) 7/8 -------------------------------------------------- Maximum ________________________________________________Maximum unity check for girts is 0. 957 in bay 1 Maximum unity check for rafters is 0. 950 in bay 1 Maximum unity check for columns is 1 . 018 at column 1 **** SHOW SIZE AND LOCATION OF GABLE CONNECTIONS GREATER THAN TYPE 1 SHOW SIZE AND LOCATION OF ANCHOR BOLTS GREATER THAN (2) 5/8" - Star Manufacturin mpany, OKC, OK User: DLC Page: 1 Rigid Frame Desigvogram - Version 8710 ---� Order: 88-0907 Input Data Echo File: 0907A.FRA41 Date: 5/10/88 SRHI 40 20/30.67 14/25 Building: A ________________________________________________________________________________ DLC 88-0907 0907A. FRA; 1 *SRHI 40 20/30. 67 14/25 DESIGN *SU DA SE FO WE DE DEFAULTS *ITER/0 *CONC/3. 00 *FLG/0.8 *BDS 880907A A *PRC 0 4 *EST GPB 2 SRHI 40. EXT. COL. *KEYS BRACE B *DIM 14. B. 6B 0. S. / W7 0. / 21 . 6B 0. RAFTER *KEYS BRACE CONN SYM *DIM S. 4. 20. 5B 12. / 5B 0. 21 . / W10 12. / 1(). / W12 0. / 10. 5B 12. / 5B 0. 0. 0. 5. 0. 1 . 25 B1011 *1 4E41 *3 2F2F LOAD WIDTH 25.00 25. 00 DEAD LOAD 2.05 LIVE LOAD 20.00 WIND LEFT 30. 67 0. 0 0. 40 -1 , 00 -0.75 -0. 7() WIND RIGHT 30.67 0. 0 0. 40 -1 . 00 -0.75 -0. 70 WIND LEFT2 30.67 0. 0 0. 80 -0. 60 -0.35 -0. 30 *LOAD CASE II WIND RIGHT2 30. 67 0. 0 0. 80 -0.60 -0.35 -0. 30 *LOAD CASE II LOADCOND 100. DL 100. LL *ALL 1 . 000 *DEFL 120. 180. *DL + LL 100. DL 100. WLL *ALL 1. 333 *DEFL 60. 180" *DL + WLL 100. DL 100. LL1 50. LL2 *ALL 1. 000 *DEFL 120. 180. *DL+LL1+L 100. DL 100. WLL2 *ALL 1. 333 *DEFL 60. 180. *DL + WIN END Star Manu;acturing Company, OKC, OK User: DLC Page: 2 Rigid Frame Design Program - Version 871� Order: 88-0907 Design Summary Report File: 0907A.FRA; 1 Date: 5/10/88 SRHI 40 20/30. 67 14/25 Building: A ________________________________________________________________________________ MEMBER 1- 2 LENGTH = 12.90 FT KX = 1 .34 WEIGHT = 245. LB SECT LENGTH DEPTH AT DEPTH AT OUTER FLANGE WEB INNEK FLANGE NO. (FT) START (IN) END ( IN) THICKNESS 1 12. 27 8. 00 21 . 00 6. 00 X 0.2500 0. 1799 6. 00 X 0.2500 AXIAL -ALLOWABLE STRESS- -UNITY CHECK- MAX AT SECT FORCE MOMENT FA FBO FBI AXIAL BEND BEND COMB DIST LOAD NO. (KIP) (KIP-FT) (KSI ) (KSI ) (KSI) (OF) ( IF) UC (FT) COND 1 11 . 50 -52. 3 9. 00 30. 00 22. 11 0. 19 0. 50 0. 59 0.781 12"3 1 ________________________________________________________________________________ MEMBER 2- 3 LENGTH = 19" 61 FT KX = 1 . 17 WEIGHT = 279, LB SECT LENGTH DEPTH AT DEPTH AT OUTER FLANGE WEB INNEH FLANGE NO. (FT) START ( IN) END ( IN) THICKNESS 1 12. 00 21 . 00 10. 00 5. 00 X 0. 2500 (). 1345 5. 00 X 0.2500 2 6. 98 10. 00 10. 00 5. 00 X 0.2500 0. 1046 5. 00 X 0.2500 AXIAL -ALLOWABLE STRESS- -UNITY CHECK- MAX AT SECT FORCE MOMENT FA FBO FBI AXIAL BEND BEND COMB DIST LOAD NO. (KIP) (KIP-FT) (KSI) (KSI ) (KSI) (OF) (IF) UC (FT) COND 1 -9. 52 75. 9 39. 99 39.39 39. 99 0. 05 0. 70 0. 66 0.707 0.6 2 2 3. 90 12. 1 21. 90 30.00 30. 00 0. 04 0. 38 0. 36 0.422 15.2 3 ________________________________________________________________________________ MEMBER 3- 5 LENGTH = 19. 61 FT KX = 1 . 17 WEIGHT = 279. LB SECT LENGTH DEPTH AT DEPTH AT OUTER FLANGE WEB INNEH FLANGE NO. (FT) START (IN) END ( IN) THICKNESS 1 6. 98 10. 00 10.00 5. 00 X 0.2500 0. 1046 5. 00 X 0.2500 2 12. 00 10. 00 21 .00 5. 00 X 0.2500 0. 1345 5. 00 X 0.2500 AXIAL -ALLOWABLE STRESS- -UNITY CHECK- MAX AT SECT FORCE MOMENT FA FBO FBI AXIAL BEND BEND COMB DIST LOAD NO. (KIP) (KIP-FT) (KSI ) (KSI ) (KSI) (OF) (IF) UC (FT) COND 1 -8. 97 -14. 7 39. 99 39.99 37. 46 0. 07 0. 35 0. 35 0. 417 7.0 2 2 8. 03 -50. 7 21. 90 30. 00 29. 55 0. 05 0. 61 0. 59 0.641 19.0 1 ________________________________________________________________________________ MEMBER 4- 5 LENGTH = 12.90 FT KX = 1 . 34 WEIGHT = 245. LB SECT LENGTH DEPTH AT DEPTH AT OUTER FLANGE WEB INNER FLANGE NO. (FT) START (IN) END ( IN) THICKNESS 1 12. 27 8. 00 21 .00 6. 00 X 0. 2500 0. 1799 6. 00 X 0. 2500 AXIAL -ALLOWABLE STRESS- -UNITY CHECK- MAX AT SECT FORCE MOMENT FA FBO FBI AXIAL BEND BEND COMB DIST LOAD NO. (KIP) (KIP-FT) (KSI ) (KSI ) (KSI> (OF) (IF) UC (Fl ) COND 1 11. 50 -52. 3 9. 00 30.00 22. 11 0. 19 0. 50 0. 59 0.781 12.3 1 ________________________________________________________________________________ TOTAL FRAME WEIGHT = 1047. LBS. �� STAR MANUFACTURING [ 8600 SO I 35 OKLA CITY OKLA ~�� ` - ~�uk ***** INPUT DATA F PURLINS . . . .5. . . . 1 . . . .5. . . . 2. . . .5. . . . 3. . . .5. . . . 4. . . .5. . . .5. . . .5. . . . 6. . . .5. . . . 7. . . .5. . . .8 BDS 1 1 4 880907A *SUM *PRC 1 0907ASEC. MRS. DESIGN 0 5. 00 4 4 0 1 -1 30 0 10 MBMA *B 14. 000 4. 000 40. 000 75. 000 *L 0 0 1. 05 20. 00 30. 67 120. 0 120. 0 0. 00 0. 00 0. 00 0. 00 0.00 0. 0 0 0 4 10 3 25.000 25. 000 25. 000 0. 000 0.000 0. 000 0. 000 0. 000 0.000 0. 000 5.005.005. 00 56 56 56 56 56 56 56 56 56 56 56 56 56 56 56 56 56 56 56 56 0.000 2. 0 0 0. 2.502. 502. 50 18 18 18 18 18 18 18 18 18 18 18 18 18 18 18 18 18 18 18 18 -1 . 000 0. 0 0 0. 6. 706. 706. 70 56 56 56 56 56 56 56 56 56 56 56 56 56 56 56 56 56 56 56 56 0.000 0. 0 0. 1 1 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 () 0 0-100. 0 110. 0 0. 0 STAR MANUFACTURING COMPANY 8600 SO. I-35 OKLA CITY OKLA SEC. MBRS. DESIGN JOB NO. 0907A SUMMARY OF DESIGN PAGE NO. 1 _________________________________________________________________ __________ DEAD LOAD = 1 . 05 PSF LIVE LOAD = 20. 00 PSF WIND LOAD = 30. 67 PSF END ZONE WIDTH = 4. 00 FT PURL IN LOAD CONDITIONS- DL + LL DL + WL X (MBMA COEF) GIRT LOAD CONDITIONS- WL X (MBMA COEF) BAY NUMBER 1 2 3 BAY SPACINGS 25. 0 25.0 25. 0 PURLINS (CONT) 96 74 96 LOAD WIDTH 5.00 5. 00 5.00 EAVE STRUTS 18 18 18 LOAD WIDTH 2.50 2. 50 2.50 GIRTS (CONT) 96 84 96 LOAD WIDTH 6.70 6. 70 6.70 *MAXIMUM UNITY CHECK FOR PURLINS = 0.968 AT BAY -1 *MAXIMUM UNITY CHECK FOR GIATS = 1 .018 AT BAY 2 440w"%� ��