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101 Oregon Ave - 96-001015 (1996) (MOBILE OIL) (NEW SERVICE STATION) DOCUMENTSD'/.-e- ZONE DATE CONTRACTOR ADDRESS PHONE # U /'"u - /3v LOCATION OWNEROij ADDRESS PHONE # % L Yo PLUMBING CONTRACTOR Z*/ 7 ' ADDRESS PHONE # ELECTRICAL CONTRACTOR I ADDRESS PHONE # Z-MECHANICAL CONTRACTOR 1, ADDRESS PHONE # MISCELLANEOUS CONTRACTOR ADDRESS SEPTIC TANK PERMIT NO. SOIL TEST REQUIREMENTS FINISHED FLOOR ELEVATION REQUIREMENTS ARCH urECTURA L APPROVAL DATE: m SUBDIVISION: PERMIT # 7(Q -LOT NO. JOB ag1 j C:Q. S BLOCK: COST S 7r 600 FEE $ STATE NO. 1) / FEE$ ` q FEES//,y a - FEES i 1. SECTION: SQUARE FEET: MODEL: OCCUPANCY CLASS: /Y? INSPECTIONS TYPE DATE OK REJECT BY FEES ENERGY SECT. CERTIFICATE OF OCCUPAN Y ISSUED # `a FINAL DATE 2--42 EPI: P y b 4 DATE: t CITY OF SANFORD, FLORIDA APPLICATION FOR BUILDING PERMIT PERMIT ADDRESS PERMIT NUMBER c H Total Contract Price of lob /{,o }" Total Sq. Ft. , Describe Work t fa$ 4.v lJDS Type of Construction Flood Prone (YES) (NO) Number of Stories Number of Dwellings Zoning Occupancy: Residential Commercial \/ Industrial LEGAL DESCRIPTION TAX I.D. NUMBER OWNER _ ADDRESS CITY lease attach printout from Seminole Count TITLE HOLDER (IF OTHER THAN OWNER) ADDRESS CITY STATE BONDING COMPANY ADDRESS CITY ARCHITECT STATE Z: ZIP ZIP ADDRESS , , CITY STATE ZIP MORTGAGE LENDER ADDRESS CITY STATE ZIP CONTRACTOR z U We PHONE NUMBER 7 ? ADDRESS ST. LICENSE NUMBER 00. 6011141/ CITY AQ STATE ZIP %p wts***•w•w**www****,r*,r**t,*t*,*+r***r*******,r****wrt********tr*******r*******tr*r*,r******* Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL, PLUMBING, MECHANICAL, SIGNS, POOLS, ETC. OWNER'S AFFIDAVIT: I certify that all the foregoing information -is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. A COPY OF THE RECORDED COPY OF THE NOTICE OF COMMENCEMENT WILL BE POSTED ON THE JOB SITE WITH PERMITS NO LATER THAN SEVEN (7) DAYS AFTER THE PERMIT HAS BEEN ISSUED. FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOU PAYING TWICE FOR THE IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE:'In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. ACCEPTANCE OF PERMIT IS VERIFICATION THAT I WILL NOTIFY THE OWNER OF THE PROPERTY OF THE REQUIREMENTS OF FLORIDA LIEN LAW, FS713. wow*at•t***,r***tt,r** r r******w*:***tt***ff***r*t::r*,,*,r**+r*tt*****w+r*f*t,r:****** g v z Signature/ Owner/Agent &&nDate Sigcna tuurre of 0 o a t l ! 6 G CsontractLoor,, i % / Date G •V H r to cJ Type or Print Owner/Agent Name 1l'"' Type or Print Contractor's Name o G x Z 3 7 N 7 ry Signature of Notary & Date Signature of Notary & Date a A iC144-A.NO AV ft (Official Seal I IC a = E z • G 4 o 0 4 N 0 0 0 Z a E• My Cortwnbeion CC355145 Myycook CC3WI46 Expires Mar. 13. 1995 * * Expires Mar. 13. Im I Bonded by MAI Bonded by MAI 800.422.1551 e00.422-1555 Application Approv /Y: Dater FEES: Building ado Police Fire VOpenSpaceRoadImpactAliation . PERMIT VALIDATION: CHECK CASH DATE BY0a— , ORIGINAL (BUILDING) YELLOW (CUSTOMER) PINK (COUNTY TAX GFFICE) GOLD (CO. ADMIN) THIS APPLICATION USED FOR WORK VALUED. $2500.00 OR MORE i OWNER: lkv b a- l G; / " ADDRESS: / b / AL DATE: 7- Z —94 REASON FOR DISAPPROVAL: CONDITIONAL AGREEMENT: Root e, s.1 FIRE DEPARTMENT PUBLIC WORKS UTILITIES EfiGINEERING DATE STARTED: `/ l ( w CITY OF SANFORD, FLORIDA. Request for Final Inspection fou- hortiflc ate oaf -Occupancy The Building Department has prepared a certificate of occupancy for the above location and is requesting a final inspection. by your department. After your inspection, please come to the Building -Department to sign -off on the Certificate of Occupancy, or submita certificate of occupancy addendum if it has been denied. Your prompt attention will be appreciated. Thank you. DISTRIBUTION: Engineering Department. Fire Public Works Utilities/ Cross Connection Zoning Ua' p ReQ, alla, f .00 a i la Rec aa o MV Yaewtc- v cM+&tL&. eliaLGb DATE STARTED: l CITY OF SANFORD FLORIDA Request for Final Inspection for'. Certific-ate-W -Occupancy AD The Building Department has prepared a certificate of occupancy for the above.location and is requesting a final inspection by .your department.' . After your inspection, please come to the Building Department to sign -off -on the. eertif icate of Occupancy, or submita certificate of occupancy addendum if it has been denied. Your prompt attention will be appreciated. Thank you. DISTRIBUTION: Engineering Department V Fire Public Works utilities/ Cross connection Zoning ltiVGN' G l •vICINJcS L. K s 411 4.9 gUl V oDATE STARTED. l CITY OF SANFORD. FLORIDA Revues for FInaI Inspection for: l Cerfifica# e Hof Occupancy ADDRESS, -. I b The Building Department has prepared a certificate of occupancy for theabove .location and is requesting a final inspection. by your department. After your inspection, please come to the Building'Department to sign - off -on the Certificate of Occupancy, or submit'a certificate of occupancy addendum if it has been denied. Your prompt attention will be appreciated: Thank you. DISTRIBUTION: Engineering Department Fire Public works -j f ,ifutilities/CrossConnio0-."; Zoning o 1-- TO ( vl ce 6 T. wow Kov A fry CERTIFICATE OF OCCURANCY 11 c=r REASON FOR DISAPPROVAL: fCONDITIONAL AGREEMENT: t GG ~ : 70't-- MF Fall WORKSPUBLIC UTILITIES ENGINEERING AD D DATE STARTED 71-7CP CITY OF SANFORD FLORIDA Request for Mnai Inspect -Ion for. Cerfificel of Occupancy Cj The Building Department has prepared a certificate of occupancy for the above . location and is requesting a final inspection. by your. department.' After your inspection, please come to the Building Department to sign -off -on the Certificate of Occupancy, or submit a certificate of occupancy addendum if it has been denied. Your prompt attention will be appreciated. Thank you. DISTRIBUTION: Engineering Department Fire Public Works Utilities/Cross Connection Zoning t ,,p1 "" f CITY OF SANFORD PERMIT APPLICATIOV$4X00It Permit No. Job Address: Parcel No.: -)L I 19 30 5046'0 0 U 0 D 90 (Attach Proof of Ownership & Legal Description) Description of Work: Type of Construction: -St G Valuation of Work: $ r7tj Flood Zone: Occupancy Type: Residential Commercial Industrial Number of Stories: Number of Dwelling Units: Zoning: Total Square Footage: Owner: 6 Q I Address: s-0 City: Q. v State: SL Zip: 3 3 (,o S Phone No.: Fax No.: Contractor: Address: L City:LC Phone No.: Contact Person: Title Holder (If other than Owner): Address: Bonding Company: Add ess: Mortgage Lender:_ Address: Address: C S) 39 V—S-110 Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards ofall laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. v Ic Nil v u OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with - r, all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF 0 COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property may beY found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of pe it is verification that I will notify the owner of the property ofthe requirements of Oda Lien Law, FS 713. Signature o O /Agent Date Signature of C tractor/Agent Date tl-i JV b S. cJA •l n 514q Pr nt Owne /AgeCs Name Print Co or/Agent's Name p OM Si re N - tate of Flori ate Si a ry-State of Mori& Date p •., GILBERT W STRELEC, JR. y; GILBERT W. STRELEC, JR. MY COMMISSION a CC 764550 3,t MY COMMISSION 4 CC 764550ES: August EXP 4, 2002murncepoY Pf, gqd Th A '. Bon ruP' . Owner/Agent i rsona y Know to Me or Contractor/Agent is Persona y ow to Me or Produced ID Produced ID APPLICATION APPROVED BY: Date: 4 k Special Conditions: V k Z- 11 b., -7 a i o Sep 17 01 01:29p Darlene 9049967694 p.l 1 Detlpl T. Bean Jr. 1 Q - o l 4882 NAIURl:S HOLLOW WAY N. JACKSONNULLE. FL. 32217 McneVA-7 -3:1_ Tax904-448-5937 September @21(2001 unty Building / Permit Department county, Florida 600140.0-k DIV. Re: Permit #B 0 /—/91,3' ( To whom it may concern Pleasia_cxmaWf r thta lsttatas-ny regLmsLto changg:ha-ahove permit, currently issued to Boca Signs Inc., to Hometown Builders Inc. My contractors license number is C3 - 0040851 t.ham-tze 1 awaOiedthis XQ*Laai ra ctfuily request that all permitting be transferred to our company name. The address for this project is: it. you_havaaay.q aSUQaafeel free_to-amtact_ Van Rankin - Exxon / Mobil Construction Project Coordinator at 8131909 - 2492. Thank you, Y David T. Beattie Jr. CB - 0040859 _ FL br i,Jel' . cUn &4Z AI May L. Muse r ? j' Comm ioion #. 4 2003 J _s E51644 aplrea Aug. 4.2003 ti• BondedThru4AtlanticBonding Co.. I— it v` e J ExxOnMOR 3959 Van Dyke Road Suite 288 Utz,Florida- 33558 1. Van H. Rankin of ExxonMobil authorize the transfer of sign permits from Boca Signs to Hometown Builders for the Mobil Service Stations listed on the attachment. I further release Boca Signs of their obligation in this matter. Van H. Rankin Construction Project Coordinator 3959 Van Dyke Road Lutz, FL 33558 813-909-2492 w J Signature Date: This instrument was acknowledged before me this I'll o n Q b '/n L. r 2001 o blic e'r A --4 1 4 No P ' ted y 14ARYSHELYNE LEARNfMYCOMMISSION# VeOF' ivtv EXPIRES: CC 956042 JUJZ4 2003 Notary S.,,. 8'__ POWER OF ATTORNEY Date 9 r7 OI I hereby name and appoint 7 i,- of A01mber Electric, Inc. to be my lawful attorney in fact to act for me and apply to the 1-/ C3 n P Qe Q' Building Department for an electrical permit for work to be performed at a location described as: Section Township Range Lot Block ACC I S. OKW3.0/1 address of Job) owner of property and address) and to sign my name and do all things necessary to this appointment. The foregoing instrument was acknowledged before me on 1 / 7 /y I by Danniel J. Petro, who is personally known to me and who did not take oath. ew O Debra Sue Masters MY COWN8sbn CCOM03 State of Florida, County of Orange N.,.r Exom °ter', 2003 Commission # Notary My Commission Expires Chief building Official / Permits City of Sanford, Florida Re: Permits # 01-1934 August 15, 2001 To whom it may concern, Please be informed that the above -mentioned permit & any other permits under are License associated with the following address (101 S. Oregon Ave.) will need to be transferred to, Hometown Builders Inc. (CB-0040859). As we are not the contractors that have been awarded the Job. Sorry for any inconvienece that might have occurred. If you have any questions feel free to call Exxon/Mobil's Construction Engineers #800-324-8521 Van Rankin Ext.71046 & Bob Henderson Ext.71271). T } ES-0000086 15LO/ GILBERT W. STRELEC, JR. MY COMMISSION N CC 764550 EXPIRES: August 4, 2002 BandedThru Pichard kmramAPWY98 Spanish River Blvd, N.W. 9 Boca Raton, FL 33431 9 407-394-02609 1-800-635-1722 FAX 407-394-5110 0 POWER OF ATTORNEY Date: _June 04,2001 I Robert S. Browning of Boca Signs Inc. do hereby name and appoint Cindy Strohmeyer, of Parker Stuart Inc to be my lawful attorney In fact to act for me and to apply to the City of Sanford Building Department For an Electric Sign permit And to sign my name and do all things necessary to this appointment. For work to be performed at a location described as Section Township Range Lot Block Subdivision 0 ( .S_ ( rye X-n i-We .(Address of job rV Owner of property and address) ROBERT STUART BROW ING ES 0000086 Type or print name oL26rtified Contractor Signature of Certified Contractor The foregoing instrument was acknowledged before me this date June 04,2001 By: Robert S. Bro i Who is nall kno /or who produced As identification and who id take o th. State of Florida County of Palm Beach Commission # r Kh —1/-01 Signature of Notary My commission expires GILBERT W. STRELEC, JR. r: MY COMMISSION # CC 764550IInz1 • rVOLRES. Ay i of A. 2001 2d::4? Bonded WWII m Iw na Ap ney ExxonMobil Fuels Marketing Company 2255 Glades Road Suite 444 West Boca Raton, Florida 33431 Chief Building Officials Dear Sir: E-zronMobil Fuels Marketing May 29, 2001 ExxonMobil is implementing a national re -imaging program to enhance the look of our service stations. This project will include signage/lighted canopy fascia upgrades throughout the State of Florida. Boca Signs Inc. (ES-0000086) has been chosen to process all permit related issues for any municipality here in Florida. This will include, but is not limited to, sign and electrical permits, CAB meetings, variances, Notice of Commencements, etc. If you need additional information, please contact Gill Strelec Jr., General Manager of Boca Signs, at 561-395-8810. Sincerely, Van H. Rankin C/ --° Construction Project Coordinator J l w GILBERT W. STRELEC, JR. h1Y COMMISSION # CC 764550 EXPIRES: August 4, 2002 Thru Pthard Insurance ABencYRFIf„h tended STATE ROAD 46 200' R/W) CONC. ME P'M 0 II 5D _- 1 48-RCP. _. _ ..- , q.i8_4CP -{ _.. Sr ..4E' RC!`..,cp_ I L® • q AL• IN%-26 60 I I u 1Y D [ I t I iT:. SITE p! SETT h drNL4lEv - 1 I B /444475 ( 7 NI 89-30.17- E 74 97• DEED t C2 l C3 I T LP ilA<f P/-,.N-. va.---_ M ,p+71srvb iG I ol DREGON AVENUE (1001 / R W) r, POMPNLA10 Alo m.v1Ewxosuc uIcITxKxIO1nuADW4 N SCUM, DESCRPT12t! }. - r.C° D _.. -- ' 36 gfP / G - CAT. IIR a ,DFP•A4c LOT2 ^ ® T_ 1 »M LIWT$ a CONSIR GTIp BT RN CP pEnOPER MOBIL OIL GENCRIL CONTRACTOR rn COM4ENCE ATTHESOUTHEASTCORNEROFTRACT11, SEMINOLE TOWNS LP BAS'd 0' - L N90'00'00"W CENTER REPLAT AS RECORDED IN PLAT BOOK 47. PAGES 8, 9 A 10, Ci i N 89'46'45- E '. 52.42' D&M UBLIC RECORDS OF SEMINOLE COUNTY FLORIDA. THENCE RUN " 36.17' DdM '- _ % { - IT 16' 35'W A DISTANCE OF 481.60 FEET TO THE SOUTHERLY - - - K I RCHT-OF-WAY LINE OF STATE ROAD 46 ALSO BEING ON A CURVE CONCAVE n'-r TARLRRi. uRR•w4 . NORTHWESTERLY HAVING A RADIUS OF 2010.08 FEET. A CHORD I _ - $- GEARING OF588')0'13'WAND A CHORD DISTANCE Of 30.28 FEET. b EA4EosuR[ LM[ ITTKr) / - {Cj INN THENCESOUTHWESTERLYALONGSAIDSOUTHERLYRIGHT-OF-WAY ONE AND THE ARC OF SAID CURVE. THROUGH A CENTRAL ANGLE OF ++'-6- D AREA WACPr O 51 44-, A DISTANCE OF 30.25 FEET FOR A POINT OF*'4 W ; u a vDPw c BEGINNING: THENCE SOO'I6'35"E A D45TANCE OF 92.94 FEET, THENCE .90' 00'00-W A DISTANCE OF 52.42 _FEET; THENCE i2 -- jb6'v4i° iAd .. n 6.6T-cE air 76.37 F c7; Ena I1 S6700'26' W A DISTANCE OF 28.71 FEET, THENCE 1,190'00'00*W A DISTANCE OF 161 25 FEET, THENCE NOO'00'DO'W A DISTANCE OF 187.44 FEET TO SOUTHERLY RIGHT-OF-WAY OF OREGON AVENUE; THENCE N89' 46'45-E A DISTANCE OF 3817 FEET. 10 A POINT OF CURVATURE OF A CURVE CONCAVE NORTHWESTERLY, HAVING A RADIUS Of 112. 00 FEET, RUN THENCE NORTHEASTERLY ALONG THE ARC OF SA3ID-CURVE. THROUGH A CENTRAL ANGLE OF 76'22'18-, A IiISTANCE OF142.29; THENCE N89'30'17'E A DISTANCE OF 74.97 FEET; TO A POINT OF CURVATURE OF A CURVE CONCAVE NORTHWESTERLY, HAVINGARADIUSOF201008FEET, RUN THENCE NORTHEASTERLY ALONGTHEARCOFSANDCURIE, THROUGH A CENTRAL ANGLE OF 00'34'12'. A DISTANCE OF 20.00 FEET TO THE POINT OF BEGINNING. CONTAINS 1. 056 ACRES OR 45998 SOUARE FE0 MORE OR LESS. TAKEN FROMASURVEYPREPAREDBYFRANKARAYMOND. PLS DATED ) SITE DATA tau icArat• Po ft_II7fE1D TOTAL ARE. - 45998 Sr 1056 ACRES 1DO.OR OF SITE WPEP.+WS AREA - 0GO Sr OW ACRES 000%OF SITE PER101,5 AREA - 45995 SF 1056 ACRES 100" OF SITE TOTALIOTAL AREA 4509e SF 1.0'6 ACRES IW.OR OF SITE W R%l 5 AREA - 3r1i5.8e Sr 0.852 ACRES 80.69z OF SIx I PAWD AREA 33335Be S.F. r2 47% OF SITE C-STORE - 1132_ D s F. 6. 811 a SITE C MNASN - 6460 S.F 1.4Ta OF STE j -bOVS AREA _ - 688z12. Sf..P20A ACRES 19,NV; SX REwR ACES PER EUPLOYEE OR 2 RER 1M 4000 SF RE UUIRED P4RKNG PER SENMOLE CO 2 • HC SPACE - 3 SPACES rhom zw"m N12'.20' HAI- CAP SPACE 9'. 2D REGSPACES4TOTALSPACES PROMOED 1 3 REO'D SPACFS OF OR. 3 ••••_ n~55u1i N NOOBO atl RCllr RAPa1 r9Sf1 .}- j . CO»CRER DIb14 aA9 •/ au. anw1A1CAIOF.Q (Tr} 1 MSTAEi[0 Br 5»OPPRK I ' aNxR oE5(LOP[R H T\ 1 4 3) 081.lLE A Irrow 49TEaia t Ttlmi- , q7--Rj°' I I I 1I U a I WIGM9N rWM k-+ Au rMNPQA51 sT« Aa x [ a•.E 1r6 (MICA4) REr 4•C6w taneR I PER EKRY NTuutD BY skaswc LN • a.a an •w E90601 d (rel ,VIER I$IANDD' I n Mobil Si I 1Y-9' d oN / IF CONC. SLAB w1H WlI. 0LER6/e WlI. OYER3Tu.c. ' AIMS sr-D- Ar »NIOK•M[ D PApY10 0 kOeK ST- C UETK MS OF T I B. I r TIT LT bl 1 I P0. E vRl rwE P%E AM OD D m ® O rT1cPo6m. I al cAllM RODI r0GAINGTO BLOCK M MAW E.•1.R, l,wONErmw f" a fY Vj' If 00w%T[REA T-S 011 CMIM3AI KQAM SE[ urutt 0. ur O] r WRC1[ x E»r w E1-9 b I YV' ISTMLIII LMPRnD IxRRET4DPFR i 6/6'6• Mi 6MSEMr f __ T N- PA IO 999 I J. ..Il ro i BY ITRACiOR 3. OO 0 z dCARTNBNM4SlIluGT 54M cawnoa» ROE Lwc BAn MSTALLED ITCEMin MICLOOC, 6' CD»CRETE RAw• 10RAMA0[ fj DiAA SEE 4• [% IR110fD COR] Rx ENTER GTER nneMc TM'c" A I s• m1RaEx 11 YD L1 G 6A6. Pm pE A14D rr4f -A aYw- A n x AA0 .) ATERS AND vA.NW -1 VWE. (PTA ORB 1123. PG Dad-' _ R1Kt•OBm om SI Y' . CAR-E R12 ". C-OTCW 6qt V,TOTK r I i ii VT Aaort V .1I MD I- URItt 0.AN O CREAM _0 0 POET, SEE W. roETG O PM . ro rAo an J 6' [ATRUpED A R " LAATs 0E CONSTRUCTION BY NRB1»G T `T: MOM OIL GENERAL CONTRACTOR 1 ro , UTG .AFITCATCHTD 6 NAM J CLNKR BY 91pPPIi='DPM10C[»xR DCL40RG CENTER er 9gPPwc CCNIp O[M4![RCCN1E11OCGtIOPFRJ TRACT 11, $FM NOLE [ OWNS CENTER KEPI A F. ' PLAT E300K 47, PAGES 8 -- 10 P.O.C. SE CORNER. TFACi •1 OAO Q V C3 O NO O O- O 0 2 V J O Bottom Trim FASCIA CROSS- SECTION VIEW Welded -Vertical Support: Lamp Chp Pocket! Ex ionI1 Leas Gmov Extrusi ACM' 1--i Flat Cover ias fk.0 —•I om , ATTACHMENT of CABINETS 12 X 1 W Tech screws Top & Bottom every 18' on center min. ExistingTop Deck Pans 18 Gauge angle Existing Bottom Deck pans ELECTRICAL NOTES 1 ILLUMINATED CABINETS PRIMARY WIRE SIZE - 02 THWN DISCONNECTWITCH ATBASEOF SIGN 20 AMP SINGLEPOLE TIME CLOCK AT PANEL ROOM - MAXIMUM LOAD -16 AMPS 120 VOLTS PER CIRCUIT MAXIMUM CIRCUIT SIZE 20 AMPS NEC GOO." BALLAST - UNIVERSAL H.O.OR EQUIV. LAMPS - G.E. HIGH OUTPUT DAYLIGHT OR EOUIV. SIZES VARY WITH CABINET DIMENSIONS SOCKETS - KULKA 5843 H.O.OR EQUIV. CONDUIT - MINIMUM lir TOTAL SIGN LOAD -ATE AMPS 120 VOLTS TOTAL SIGN CIRCUITS REQUIRED -_ 3 EXISTING SIGN CIRCUIT ALL COMPONENTS SHALL BE U.L. APPROVED BALLASTS SHALL HAVE INDEPENDENT U.L APPROVED FUSED (WHERE REQUIRED) ALL INSTALLATIONS SWILL BE IN COMPLIANCE WITH N.E.C. AND STATE, COUNTY, OR LOCAL CODES. ALL SIGNS SHALL BE BONDED TO BUILDING EQUIPMENT BONDING CONDUCTOR PER NEC 250 Mobil Blue Sign -tech illuminated Fabric 6' Deep Mobil Letters White (ACM) Alum. Composite Material M • il 18 Gauge angle i Existing Gutter ilk T up Y c 3 y Z V_ 9 Q%m M C c C M N C cc v— CIDU" I 9 r CO 0 Q N O 0 O- LJL O O C2 0 O 3 24'- V ? 34' Backlit Blue Bar y o All e r EAST ELEVATION WEST ELEVATION f34• Backlit Blue .Bar ' T o 2 i]oaDD - ¢ 27" Illuminated Channel Letters Blue & Red Letters vd White Returns Total Sq. Ft 17.1 Tgpt C C) SOUTH ELEVATION:.' , I_ 7.. a- — i 27" Illuminated Channel Letters Blue & Red Letters vd White Returns 34' 2 . l UV UOLrJa D I e Bar Total Sq. Ft a L I I I I NORTH ELEVATION City of Sanford Model Codes in effect: Standard Building Code 1997 ed. Standard Plumbing Code 1997 ad. Standard Mechanical Code 1997 ed. National Electrical Code 1996 ed. See City Code AMENDMENTS FL. Accessibility Codes 1997 FL. Energy Code 1097 SANFORD BUILDING DEPT. THESE PLANS ARE REVIEWED AND CONDITIONALLY ACCEPTED FOR PERMIT. A PERMIT ISSUED SHALL BE CONSTRUED TO BE A LICENSE TO PROCEED WITH THE WORK AND NOT AS AUTHORITY TO VIOLATE, CANCEL, ALTER, OR SET ASIDE ANY OF THE PROVISIONS OF THE TECHNICAL CODES, NOR SHALL ISSUANCE OF A PERMIT PREVENT THE BUILDING DEPT FROM THEREAFTER REQUIRING A CORREC- TION OF ERRORS ON THE PLANS. CONSTRUCTION OR OTHER VIOLATIONS OF THE CODES. FINAL INSPEC 10NI REQUIRED PLANS ::W'WI® CITY OF YiNFORb PERMIT #o• OFFICE COPY C Mobil Oil Corporation June 18, 1996 City of Sanford Electrical RE: 7181-96 Mobil SS# 02-D68 101 Oregon Avenue Sanford, FL To Whom It May Concern: 501 NORTH 2OTH STREET TAMPA. FLORIDA 33605 Please assist us in a request for pre -power to the above location. That Mobil Oil Corporation will not open for business until the City of Sanford has issued a Certificate ofOccupancy Thank you for your time and assistance. Sincerely, MOBIL OIL CORPORATION I Dan N. Moxley cc: Contract File . 1 2O rid P&+', cOFFICIAL N,O TARY18SEAL SriCYNTHIALSANDERSIN9 MMIwIONNUMBER ^ VF Q? MY COMMISSION EXP. \(/ OF FAO ^-IFPT 19, 1998 YJ Q `Q CITY OF SANFORD, FLORIDA PERMIT NO. 76 ^ DATE ^ THE UNDERSIGNED HEREBY APPLIES FOR A PERMIT TO INSTALL THE FOLLOWING H.A.R.V. MECHANICAL EQUIPMENT: OWNER'S NAME (j- ` cwjo ADDRESS OF JOB / 0 1)C e 0f2 ) c MECHANICAL CONTR. Wf /Ik /P A r \O0:1'1'0 'iF-AL RESIDENTIAL COMMERCIAL Subject to rules and regulations of Sanford mechanical code. NX r\ f /'_\QPre, COMPETENCY CARD NO. t . •` STATE OF FLORIDA BOARD OF BUILDING CODES AND STANDARDS In the Matter of ) MDM ENGINEERING, ) No. DCA96-069-FOI-HC Petitioner ) FINAL ORDER The Application for Waiver by Petitioner MDM Engineering (the "Owner") came on for consideration before the State ofFlorida Board ofBuilding Codes and Standards (the "Board") in accordance with § 553.512(1), Fla. Stat. (1995), and Chapter 9B-7, Fla. Admin. Code R. (1995), at the meeting ofthe Board on August 8, 1996 upon a recommendation by the Handicap Waiver Advisory Council (the "Council'). At that meeting, the Board made the following findings of fact: 1. The Owner is MDM Engineering, 3706 DMG Drive, Lakeland, Florida 33807. 2. The Owner was represented at the meeting by Ronald Lange, Project Manager, MDM Engineering, 3706 DMG Drive, Lakeland, Florida 33807. 3. The project for which the Owner is seeking a waiver is a convenience store and service station located at Highway 46 and Interstate 4, Sanford, Florida. 4. The requirements for which the Owner is seeking a waiver are those in § 553.509, Fla. Stat. (1995), which states that all buildings must be vertically accessible to persons with mobility impairments. The Owner seeks a waiver solely as to the oil change pit in the service station. 0 0 5. According to the Owner, the literal application of these requirements to its project would constitute an unusual or extreme hardship because the duties to be performed in the pit generally cannot be performed by a person with a mobility impairment, and the installation of an elevator is not cost-effective. 6. Based upon its consideration of the foregoing information, the description of the construction, the representations of the owner, and the applicable requirements, the Council re- commended that the Application for Waiver be granted. Having considered the foregoing information, together with the recommendation of the Council, the Board hereby agrees with that recommendation, and concludes that unusual circum- stances or extreme hardship have been proved, and that the Application for Waiver be, and hereby is, GRANTED. This Final Order is intended for the enforcement of the Florida Americans With Disabili- ties Accessibility Implementation Act, § 553.501 et sea.. Fla. Stat. (1995), and other than as modified by this Final Order, any construction or postconstruction activities which deviate from the requirements of that Act will be deemed to be a violation ofthis Final Order. Nothing in this Final Order shall be construed to waive or otherwise affect any requirement of the Americans With Disabilities Act of 1990, Pub. L. No. 101-336, 42 U.S.C. § 12101 et sea. (1990 Supp.), or the regulations under the Act. The waiver granted in this Final Order shall expire one (1) year from the date ofthe Order unless the construction has commenced within that time. Petitioner and all other interested parties are hereby advised of their right to seek judicial review of this Final Order in accordance with § 120.68(2), Fla. Stat. (1995), and Fla. R. App. P. 2 9.030(b)(1)(C) and 9.110(a). ' To initiate an appeal, a Notice of Appeal must be filed with Jane R. Bass, Clerk of the Board, Rhyne Building, 2740 Centerview Drive, Tallahassee, Florida 3 23 99-2 100 and with the appropriate District Court of Appeal not later than thirty (30) days after this Final Order is filed with the Clerk ofthe Board. A Notice ofAppeal filed with the District Court of Appeal shall be accompanied by the filing fee specified by § 35.22(3), Fla. Stat. (1995). DONE AND ORDERED this 1996 in Orlando, Orange County, State of Florida. ILING AND ACKNO LED EiIEN) FILED, on this date, with the designsteo Department Clerk, re-eipt of which is h;;re y a knowi ged. s 9 are R. Fuss Date Department C;erk Copies To: Thomas R. Nicholson Division of Vocational Rehabilitation 2002 Old St. Augustine Road, Building A Tallahassee, Florida 32399-0696 Ronald Lange, Project Manager MDM Engineering 3706 DMG Drive Lakeland, Florida 33807 Gary Winn, Building Official P.O. Box 1788 Sanford, Florida 32771 3 DOUG MURDOCK Chairman Florida Board ofBuilding Codes & Standards Department of Community Affairs Rhyne Building 2740 Centerview Drive Tallahassee, Florida 32399-2100 F 14E No. 322 12/29 ' 95 10 :22 I D : Ewe I I I nd EDS PAGE 2 OG • If STRUCTURAL STEEL. CHRTI7PICATION AFpIDAVIT STATE OF FLORIDA SEMINOLB COUNTY REFERENCE ADDRESS: ()51( C&kDPLt SE, t 4(0 11 W 1l."l,k ki'l J A . Mt-`- L5" , DO SOLEMNT.Y SWEAR THAT I AM A STATE OF FLORIDA REGISTERED ENGINEER. I HEREBY CERTIFY THAT THE STRUCTURAL STEEL ERECTED IS IN CONFOMUTY WITH -THE APPROVED PLANS AND WITH THE STRUCTURAL PROVISIONS OF THE TECHNICAL CODES. SIGNATURE OF 7RCHI,TPCT OR ENGINEER AFFIX SEAL HERE) JP. NAME OF ARCHITECT/ENGINBL'R PitlNTED PerB ally a peared before me, the undersigned authority, 1j 11 yyP_ , who, after being duly sworn by as say on oath that tHey have read the foregoing, and that the matters and things contained herein are true and correct. SubBgrived and sworn to (or affirmed) before me this !_ day ofMIQUA 19 !hfo who.is personally known to me or has produ ed (type of identification). 4Ssture of Notary Public, S to of zal Florida James D. Nowell Name of Notary typed, printed or stamped A Pp JAMES D. NOWELL COMMISSION # CC 40294 s EXPIRES AUG 21, IM BONDED THRU OF ATLANTIC BONDING CO.. INC. MDM SERVICES,INC. 3706 DMG DRIVE P.O. BOX 6930 LAKELAND, FL 33807 941) 646-9130 941) 648-1106 LETTER OF TRANS=A. TO: CITY OF SANFORD JOB# DATE: 5/15/96 300 N. PARK AVE. ATTENTION: GARY WINN SANFORD, FL 32771 407-330-5658 RE: MOBIL 02-D68 WE ARE SENDING YOU: SHOP DRAWINGS COPY OF LETTER X ATTACHED VIA UPS X PRINTS PLANS PERMITS OTHER 1 STRUCTURAL STEEL CERTIFICATION THESE ARE TRANSMITTED AS CHECKED BELOW: FOR APPROVAL APPROVED AS SUBMITTED OTHER X FOR YOUR USE APPROVED AS NOTED FOR BID AS REQUESTED FOR REVIEW AND COMMENT REMARKS: USE COPY TO: SIGNED•RON LANGE KC IF ENCLOSURES ARE NOT AS NOTED, PLEASE ADVISE US IMMEDIATELY. CITY OF SANFORD. FLORIDA PERMIT NO U O'b0 DATE f/'2- 4 --5 G THE UNDERSIGNED HEREBY APPLIES FOR A PERMIT TO INSTALL THE FOL. LOWING PLUMBING WORK: OWNER' S NAME 0& (6 D / G ADDRESS OF JOB loL VWc9s4/ dLG r PLUMBING CONTR. r/ _ Comm. Subject to rules and regulations of Sanford plumbing code. Residential: Alteration, Addition, Repair Number I Amount New Residential: One Water Closet Additional Water Closet Commercial: Fixtures. Floor Drain, Trap Sewer, r)lWater Piping/ Gas Piping Factory- built housing Mobile Home Application Fee Minimum Commercial Permit: $25. oo Total Q Ya2 1 2zaesza rv . Nestor umber COMPETENCY CARD NO iiF4 % 3 3 b a Zo 4 HORIZ. AT 18" O.C. \ 4 VERT. AT 18" O.C. i 1 1 CLEAR 1#4 DOWELS AT 18" O.C. 12" SUPER STOP _ SEE NOTE A-4 4 ® 4'-0" O.C. 3" NORMAL WEIGHT CONC. TOPPING — 5000 ppsi W/6 x 6 10/10 W% 12" THICK CAST IN PLACE 3000 PSI CONCRETE WALL WITH WATER —PROOFING ADMIXTURE. 4 HORIZ. AT 18" O.C. 5 VERT. AT 16" O.C. 5 DOWELS AT 16" O.C. 3" X 6" CONT. KEY SEE SHEET A7 FOR SLAB REINFORCEMENT D A DTI A I A I TCDKI A TC CC(-`Tlt-)Kl VVHLL I T rik,HL 4 JIULJ Boone Sign Erection and Service, Inc. 28 WEST MICHIGAN AVE.* ORLANDO, FLORIDA 32805 * PHONE (407) 422-5749 March 27, 1996 City of Sanford, F1. Building Department Permit Division Sanford, F1. 32771 Re: ACI Income Funds / Mobil Service S.R. 46 and Oregon Avenue Sanford, Florida Sign Permit To Whom It May Concern: I hereby authorize Phillip E. Siekiera to obtain permits for BOONE SIGN ERECTION AND SERVICE, INC., effective from this date. I agree to notify you in writing if this authorization is revoked. IN TESTIMONY HEREOF, witness the undersigned's signature on this _21 day of A'JY. of 19 y' Signature:/f/`mil/ _ I.D. Form: 11.LJInn inn,,tur Robert D. Boone President 47 State of Florida Electrical Sign Contractor ER 001167. Subscribed and sworn before me this OZtfL ofA "- C.-/- 19 Ae' . Notary Public:,e Commission No. My Commission expires 19--2f _. SSS 1-LLt'008 .YV /0 81tSSS00 - pq—vo AW aNV U01 U V I13HS ' lois- M/P70N LOT 2 A PARCEL OF LAND LYING IN SECTION 29. TOWNSHIP 19 SOUTH, RANGE 30 EAST, SEMINOLE COUNTY. FLORIDA; ALSO BEING A PART OF TRACT 11. SEMINOLE TOWNE CENTER REPLAT, AS RECORDED IN PLAT BOOK 47, PAGES 8 THROUGH 70, PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA. DESCRIBED AS: COMMENCE AT THE SOUTHEAST CORNER OF SAID TRACT 11; THENCE N00'76'35"W A DISTANCE OF 481.53 FEET, TO A POINT ON THE SOUTHERLY RIGHT-OF-WAY LINE OF STATE ROAD46ANDACURVECONCAVENORTHWESTERLY, HAVING A CHORD BEARING OF S88'30'13"W AND A RADIUS OF 2010.08 FEET. RUN THENCE SOUTHWESTERLY ALONG THE ARC OF SAID CURVE, THROUGH A CENTRAL ANGLE OF 00*51 *44", A DISTANCE OF 30.25 FEET FOR A POINT OFBEGINNING; THENCE NORTHEASTERLY ALONG SAID SOUTHERLY RIGHT-OF-WAY LINE AND THE ARC OF SAID..CURVE, THROUGH A CENTRAL ANGLE OF 05'37'10", A DISTANCE OF 197.75 FEET.' TO THE BEGINNING OF A CURVE CONCAVE SOUTHWESTERLY, HAVING A TANGENT BEARING OF S83'09'06"E AND A RADIUS OF 30.00 FEET,RUN THENCE SOUTHEASTERLY ALONG THE ARC OF SAID CURVE, THROUGH A CENTRAL ANGLE OF 82'52'31", A DISTANCE OF 43.39 FEET, THENCE S00' 16'35"E A DISTANCE OF 8.03 FEET, TO A POINT OF CURVATURE OF A CURVE CONCAVE NORTHWESTERLY, HAVING A RADIUS OF 590.00 FEET, RUN THENCE SOUTHWESTERLY ALONG THE ARC OF SAID CURVE, THROUGH A CENTRAL ANGLE OF 35' 19' 13", A DISTANCE OF 363.71 FEET; THENCE N63-38.38"W A DISTANCE OF 155.48 FEET, THENCE N40'32'47"W A DISTANCE OF 44.27 FEET; THENCE N00-00.00-W A DISTANCE OF 170.37 FEET; THENCE S90'00'00"E A DISTANCE OF 52.42 FEET, THENCE N00' 16'35"W A DISTANCE OF 92.94 FEET TO THE POINT OF BEGINNING. CONTAINS 7.7926 ACRES OR 78,086 SQUARE FEET MORE OR LESS. LOT 2, MOBIL OIL COMMENCE AT THE SOUTHEAST CORNER OF TRACT 11, SEMINOLE TOWNE CENTER REPLAT AS RECORDED IN PLAT BOOK 4 7, PAGES 8, 9 & 10, PUBLIC RECORDS OF SEMINOLE COUNTY FLORIDA; THENCE RUN N00' 16'35" W A DISTANCE OF 481.0 FEET TO THE SOUTHERLY RIGHT-OF-WAY LINE OF STATE ROAD 46 ALSO BEING ON A CURVE CONCAVE NORTHWESTERLY HAVING A RADIUS OF 2010.08 FEET, A CHORD BEARING OF S88'30' 13"W AND A CHORD DISTANCE OF 30.25 FEET, RUN THENCE SOUTHWESTERLY ALONG SAID SOUTHERLY RIGHT-OF-WAY LINE AND THE ARC OF SAID CURVE, THROUGH A CENTRAL ANGLE OF 0'51 '44", A DISTANCE OF 30.25 FEET FOR A POINT OF BEGINNING: THENCE S00' 16'35"E A DISTANCE OF 92.94 FEET; THENCE N90'00'00" W A DISTANCE OF 52.42 FEET, THENCE S00' 00'00" W A DISTANCE OF 170.37 FEET; THENCE S67'00'26"W A DISTANCE OF 28.77 FEET; THENCE N90'00'00"W A DISTANCE OF 767.25 FEET, THENCE N00-00.00"W A DISTANCE OF 187.44 FEET TO SOUTHERLY RIGHT-OF-WAY OF OREGON AVENUE, THENCE N89'46'45'E A DISTANCE OF 36.17 FEET. TO A POINT OF CURVATURE OF A CURVE CONCAVE NORTHWESTERLY, HAVING A RADIUS OF 112.00 FEET, RUN THENCE NORTHEASTERLY ALONG THE ARC OF SAID CURVE, THROUGH A CENTRAL ANGLE OF 76'22' 18", A DISTANCE OF 7 49.29; THENCE N89'30' 17"E A DISTANCE OF 74.97 FEET; TO A POINT OF CURVATURE OF A CURVE CONCAVE NORTHWESTERLY, HAVING A RADIUS OF 2010.08 FEET, RUN THENCE NORTHEASTERLY ALONG THE ARC OF SAID CURVE, THROUGH A CENTRAL ANGLE OF 00'34'12", A DISTANCE OF 20.00 FEET TO THE POINT OF BEGINNING. CONTAINS 1.056 ACRES OR 45998 SQUARE FEET MORE OR LESS. /// A PARCEL OF LAND LYING IN SECTION 29, TOWNSHIP 19 SOUTH, RANGE 30 EAST, SEMINOLE COUNTY, FLORIDA; ALSO BEING A PART OF TRACT 17, SEMINOLE TOWNE CENTER REPLAT, AS RECORDED IN PLAT BOOK 47. PAGES 8 THROUGH 10, PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA; DESCRIBED AS: COMMENCE AT A POINT ON A CURVE CONCAVE NORTHEASTERLY, HAVING A RADIUS OF 25.00 FEET AND A CHORD BEARING OF N88' 15'27"W, RUN THENCE NORTHWESTERLY ALONG THE ARC OF SAID CURVE, THROUGH A CENTRAL ANGLE OF 49'55'30", A DISTANCE OF 27.78 FEET; THENCE N63-17-28"W A DISTANCE OF 243.60 FEET FOR A POINT OF BEGINNING, THENCE N63' 7 7.28"W A DISTANCE OF 13.54 FEET TO A POINT OF CURVATURE OF A CURVE CONCAVE SOUTHWESTERLY, HAVING A RADIUS OF 475.00 FEET, RUN THENCE NORTHWESTERLY ALONG THE ARC OF SAID CURVE, THROUGH A CENTRAL ANGLE OF 12'06'54 A DISTANCE OF 100.44 FEET TO A POINT OF REVERSE CURVATURE OF A CURVE CONCAVE NORTHEASTERLY, HAVING A RADIUS OF 475.00 FEET, RUN THENCE NORTHWESTERLY ALONG THE ARC OF SAID CURVE, THROUGH A CENTRAL ANGLE OF 25'02'46, A DISTANCE OF 207.64 FEET TO A POINT OF COMPOUND CURVATURE OF A CURVE CONCAVE NORTHEASTERLY, HAVING A RADIUS OF 25.00 FEET, RUN THENCE NORTHWESTERLY ALONG THE ARC OF SAID CURVE, THROUGH A CENTRAL ANGLE OF 90'28'40", A DISTANCE OF'Z3913 FEET, THENCE N40'07'03"E A DISTANCE OF 58.86 FEET TO A POINT OF CURVATURE OF A CURVE CONCAVE SOUTHEASTERLY, HAVING A RADIUS OF 189.85 FEET, RUN THENCE NORTHEASTERLY ALONG THE ARC OF SAID CURVE, THROUGH A CENTRAL ANGLE OF 49'39'42", A DISTANCE OF 164.55 FEET, THENCE N89'46'45"E A DISTANCE OF 76.48 FEET, THENCE S00'00'00"W A DISTANCE OF 187.43 FEET, THENCE , S90'00'00"E A DISTANCE OF 81.91 FEET, THENCE S26'42'32'W A DISTANCE - OF 707.56 FEET TO THE POINT OF BEGINNING. CONTAINS 7.2899 ACRES OR 56186 SQUARE FEET MORE OR LESS. LOT 4 A PARCEL OF LAND LYING IN SECTION 29, TOWNSHIP 19 SOUTH, RANGE 30 EAST, SEMINOLE COUNTY, FLORIDA; ALSO BEING A PART OF TRACT 11. SEMINOLE TOWNECENTERREPLAT, AS RECORDED IN PLAT BOOK 47, PAGES 8 THROUGH 70, PUBLIC RECORDSOFSEMINOLECOUNTY, FLORIDA; DESCRIBED AS: BEGIN AT THE SOUTHEAST CORNER OF SAID TRACT 17, BEING A POINT ON A CURVECONCAVENORTHEASTERLY, HAVING A RADIUS OF 25.00 FEET AND A CHORD BEARING OFN88' 15'27"W, RUN THENCE NORTHWESTERLY ALONG THE ARC OF SAID CURVE, THROUGH ACENTRALANGLEOF49'55'30", A DISTANCE OF 21.78 FEET; THENCEN63'17'28'W A DISTANCE OF 243.60 FEET, THENCE N26-42.32"E A DISTANCE OF 107.56 FEET; THENCE S90'00'00'E A DISTANCE OF 79.34 FEET, • THENCE N67'00'26"EADISTANCEOF28.71 FEET; THENCE S40-32.47-E A DISTANCE OF 44.27 FEET; THENCES63'38'38"E A DISTANCE OF 755.48 FEET, TO A POINT ON A CURVE OF NON -TANGENCYCONCAVENORTHWESTERLY, HAVING A RADIUS OF 590.00 FEET AND A CHORD BEARINGOFS36'3852'W, RUN THENCE SOUTHWESTERLY ALONG THE ARC OF SAID CURVE, THROUGH A CENTRAL ANGLE OF 03' 12'27, A DISTANCE OF 33.03 FEET TO A POINTOFREVERSECURVATUREOFACURVECONCAVESOUTHEASTERLY, HAVING A RADIUS OF 710.00FEET, RUN THENCE SOUTHWESTERLY ALONG THE ARC OF SAID CURVE, THROUGH A CENTRALANGLEOF09' 18'3 7 ", A DISTANCE OF 715.35 FEET; THENCE N00' 16'35"W ADISTANCEOF7.72 FEET TO THE POINT OF BEGINNING. CONTAINS 0.9046 ACRES OR 39406 SQUARE FEET MORE OR LESS. SCALE: 1 "=40' f1AT['. nC'P` 10 1 nnR COMPUTER FILE # Tnl nn^^ r%ljl^ APPROVED BY: nnA IUAI nV_ r A n ACI Income Funds Debt Free Investments March 27, 1996 TO WHOM IT MAY CONCERN: I This letter authorizes Boone Sign Company to secure the necessary permits and install signs for property located and the corner of S.R. 46 and Oregon Avenue, Sanford, Florida. Frank L. Schrimsher, Authorized Agent ACI INCOME FUND II, LTD. STATE OF FLORIDA COUNTY OF ORANGE I HEREBY CERTIFY that on this day, before me, an officer duly authorized in the State of Florida and in the County of Orange to take acknowledgements, that the foregoing instrument was acknowledged before me by Frank L. Schrimsher, Authorized Agent for ACI Income Fund II, Ltd., who is personally know to me and who did not take an oath. WITNESS my hand and official seal in the County last aforesaid this 27th day of March , 1996. 114= g k 4 otary Public, State at Large, Florida My Commission Expires: WANDA L. PENLAND Notary Public, State of Florida My comm. expires July 26,1998No. CC395409 Bonded thru Ashton Agency, Inc. 600 E. COLONIAL DRIVE o SUITE 100 o ORLANDO, FLORIDA 32803 o OFFICE (407) 423.7600 o FAX (407) 64&9230 PERMIT ADDRESS CITY OF SANFORD, FLORIDA APPLICATION FOR BUILDING PERMIT i- f 1 6/ C/O/ E PERMIT NUMBER Total Contract Price of Describe Work 7A cf Type of Construction Number of Stories Occupancy: Residentia LEGAL DESCRIPTION TAX I.D. NUMBER OWNER _ ADDRESS CITY I TITLE HOLDER ADDRESS CITY of Dwellings Commercial _ lease attach printout from Seminole Count, PHONE NUMBER UOk61ft4tVA-M STATE 7- \ Z I P IF OTHER THAN OWNER)\ BONDING COMPANY ADDRESS CITY ARCHI ADDRE CITY MORTGAGE ADDRESS CITY LENDER STATE STATE STATE CONTRACTOR W1 ADDRESS Or CITY STATE w*w***+rw*w**w**wt**+r***tt*********t******t+rtrt**** ZIP ZIP ZIP PHONE NUMBER Qyl •• ST. LICENSE NUMBER &SG -C-, ) 3 ZIP Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL, PLUMBING, MECHANICAL, SIGNS, POOLS, ETC. OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. A COPY OF THE RECORDED COPY OF THE NOTICE OF COMMENCEMENT WILL BE POSTED ON THE JOB SITE WITH PERMITS NO LATER THAN SEVEN (7) DAYS AFTER THE PERMIT HAS BEEN ISSUED. FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOU PAYING TWICE FOR THE IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE:'In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. ACCEPTANCE THE REQUIRE F5 9 a 3 O r. E bL La r. Iq .i N O O rornm O d z no F OF PERMIT IS VERIFICATION THAT I WILL NOTIFY THE OWNER OF THE PROPERTY OF MEPTtS OF)FLORIDA LIEN LAW, FS713. y ro Z b M 0 a y a o M nature o ner/ nt & Date Sig ture of ntracto. Date 0 n -. S `+ y !-! r c z T e r Print wner/Agent Name T p P Z t Contractor's flame 0 x 3 0 fD 7 M Signature of Notary & Date Signature of Notary & Date Official Seal) (Official Seal) I : UUM& LD E. FA88 r MY CONWIISSION A CC491496 E7(PII;ES January 4,100 BOMID 7Ng MY FAM MSURAM- INC. i:a Jin . F+a9 ire , 001-- Application Approved BY: -.Date: FEES: Building Radon Police Fire Open Space Road Impact A plication PERMIT VALIDATION: CHECK CASH DATE rBY ORIGINAL ( BUILDING) YELLOW (CUSTOMER) PINK (COUNTY TAX OFFICE) GOLD (CO. ADMIN) M v THIS APPLICATION USED FOR WORK VALUED. $2500.00 OR MORE BAM CONSTRUCTION Gentleman: B & M CONSTRUCTION COMPANY, INC. P.O. BOX 5468 LAKELAND, FLORIDA 33807 TEL. (813) 644-0456 FAX NO: (813) 647-3794 Power of Attorney is hereby granted Date FEBRUARY 26, 1996 MDM #5209 RONALD D. LANGE for the specific purpose of signing in my stead for permits and/or license and picking -up permits for work at located at SANFORD MALL,,_SAJ FORD, FL Signature is as follows MOBIL 02-D68 Signed Bobby Moore, Pres nt State rtificate #CBC000313 State Certificate #PCC045039 Sworn to before me as a specific purpose and Power of Attorney for purpose stated above and known personally by notary. Subscribed in my presence this 0(a day of ; f& , 19zec-0 A.D. EEZL. WO 'Wd L68 t 'ZZ 'po sejldx3 *wwoo AW M Commission Expires 9PNoId WeOV18"lWISTL3)1YPNdnav'18 J1TI3 Mobil Oil Corporation To whom it may concern: SUBJECT: Authorization to Sign Applications and Permits ADDRESS: Mobil02-D68 Sanford Mall Sanford, FL MDM #5209 2255 GLADES ROAD SUITE 441 WEST BOCARATON, FLORIDA 33431 This letter is to authorize Ronald D. Lange, MDM Engineering, 3706 D.M.G. Drive, Lakeland, FL 33807, to apply for all necessary approvals and permits for the above referenced service station(s) and to sign in my stead, if needed. 4 z -7lqk Van Rankin Date Sworn to before me for purpose stated above and known personally by notary. Subscribed in my presence thisXday of 195f,- A.D. Nota rO tb lis My commision expires: iiONALDD.tAHGE W COMMISSION R CC 5MW p•„„`. Baldd M NWHoWmy PAk lUrldlmmm C"T* OF' SANFORD. FLORIDA PERMIT NO DATE March 25, 1996 THE UNDERSIGNED HEREBY APPLIES FOR A PERMIT TO INSTALL THE FOL- LOWING ELECTRICAL WORK: OWNER'S NAME Mobil Oil Corporation ADDRESS OF JOB 101 Oregon Avenue ELEC. CONTR Abbott —True Electr'c Residential Non-residentialX Subject to rules and regulations of the city and national electric codes. Number AMOUNT Alteration Addition Re air Change f Service Residential Commercial Mobile Home Factor Built Housing New Residential 0-100 Amp Service 101-200 Amp Service 201 Amp and above New Commercial 600 Amp ervice 1 3 Phase 120 208 volt Application. Fee 10 TmWrarPole TOTAL II By signing this application 1 am stating 1 will be in compliance with the NEC including Article 110, Section 110.9 and 110.10. Building Official •ter Electrician ER 0000366 LEROY TRUE STATE COMPETENCY NO.142 OC Me i • _ Date: March 28, 1996 I hereby name and. appoint GEpgGE mgn of Soxrento to be my lawful attorney in fact to act for me and apply to the City of Sanford Building Department for an. electrical permit for work to be performed at a location described as: Section Township Range _ Lot BlockRange DOn MeaAey Cadillac/Oldsmobile,. 3700 S. Orlando Avenue.- 'Sanford Address of Job) . FjXpt Team Managment, 350 5, Lake Destiny Drive, Orlando, FL 32810 Owner of Property and Address) and to sign my name and do all things necessary to this appointment. OX TRUE Type or rint name of Certified Contractor Signa3VTre of Cert fied Contractor The foregoing instrument was acknowledge before me this by LERUY• m4z who is personally known to me State of Florida County of Orange Commission I My Commission Expires: NOW MIkft W ReAds1/9.2 • cam ICC 191 N D 4 ® 4'-0" O.C. 4" CONC 3" NORMAL WEIGHT CONC. C.T. TOPPING - 5000 ppSi 4" VINYL BA W/6 x 6 10/10 WWM T- CP10RE HOLLOC ROECAST, PRESTRESS C NC. 2 # 6 CONT AROUND TOP OF WALL. 12" THICK CAST IN PLACE 3000 PSI PARASEAL T • CONCRETE WALL WITH WATER -PROOFING TOP OF PIT WALL ADMIXTURE. 4 HORIZ. AT 18" O.C. 4 HORIZ. AT 18" O.C. • J \ jj4 VERT. AT 18" O.C. y5 VERT. AT 16" O.C. 0 1 1 2" 1 1/2- CLEAR CLEAR O4DOWELSAT18" O.C. Q V 5 DOWELS AT 16" O.C. 3" X 6" CONT. KEY00I' 1 M D / N \/ 12" 6. SUPER STOP 6' SEE NOTE A-4 SEE SHEET A7 FOR SLAB REINFORCEMENT PARTIAL ALTERNATE SECTION WALL TYPICAL 4 SIDES ZD 4 HORIZ. AT 18" O.C. 4 VERT. AT 18" O.C. 1 1 CLEAR DOWELS AT 18" O.C. 12" SUPER STOP _ SEE NOTE A-4 4 ® 4'-0" O.C. 3" NORMAL WEIGHT CONC. TOPPING — 5000 psi W/6 x 6 10/10 WWM 12" THICK CAST IN PLACE 3000 PSI CONCRETE WALL WITH WATER -PROOFING ADMIXTURE. 4 HORIZ. AT 18" O.C. 5 VERT. AT 16" O.C. y5 DOWELS AT 16" O.C. 3" X 6" CONT. KEY SEE SHEET A7 FOR SLAB REINFORCEMENT PARTIAL ALTERNATE SECTION WALL TYPICAL 4 SIDES s; Ailszoi `SiFi a 2 6ti a otla 0895 HcIraid; Jr W p aq V I I I I I C" l/ II I i sTRFss oc d rece ; pt io The confusion created when ones mind overrides the body's basic desire to choke the living daylights out of some jerk who desperately deserves it. 6 CITY OF SANFORD, FLORIDA VA^ S APPLICATION FOR BUILDING PERMIT PERMIT ADDRESS ,i ,p ry /E PERMIT NUMBER Total Contract Price of Job 7 00 Total Sq. Ft. Describe Work T_« Type of Construction 4 Flood Prone (YES) (NO) Number of Stories 0 Number of Dwellings Zoning Occupancy: Residential Commercial Industrial LEGAL DESCRIPTION (please attach printout from Seminole County) TAX I.D. NUMBER OWNER _ ADDRESS CITY TITLE HOLDER (IF OTHER THAN OWNER) ADDRESS CITY STATE ZIP BONDING COMPANY ADDRESS CITY 0 STATE ZIP ARCHITECT KQ.,^ L oQ•_ ADDRESS CITY nV4L—Vk STATE i ZIP T3g-U1 MORTGAGE LENDER ADDRESS CITY STATE ZIP CONTRACTOR PHONE NUMBERC-t// eol6-/30 ADDRESS 3 (p ST. LICENSE NUMBER 1C6C1SQ3q CITY q STATE J I ZIP :?3g01 Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL, PLUMBING, MECHANICAL, SIGNS, POOLS, ETC. OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. A COPY OF THE RECORDED COPY OF THE NOTICE OF COMMENCEMENT WILL BE POSTED ON THE JOB SITE WITH PERMITS NO LATER THAN SEVEN (7) DAYS AFTER THE PERMIT HAS BEEN ISSUED. FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOU PAYING TWICE FOR THE IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. ACCEPTANCE OF PERMIT IS VERIFICATION THAT I WILL NOTIFY THE OWNER OF THE PROPERTY OF I THE REQUIREME OF FLORIDA LIEN LAW, FS713. y ro Z an rt tic) m a, a Si ature Owner & Date Si ture of ractor & Date 0 a y Cw C pr cal o I/ a'- vl ~ Z1 T or Print Owner Agent Name Type Print Contr t 's Name o x SZ b o g, ° _ ro J' Signature of Nottaarr.. & Signature of Notary & Doke 5 0 ARL a'R 1 E ' AREfC RUMENOTARYPUBLIC, STATE OF FLORIDIA c MY COMMISSION #CC476424 NOTARY PUBLIC, STATE OF FLORIDA N0 AJ A EXPIRES: June 26, 1999 MY COMMISSION #CC476424 JU v ov T . ... EXPIRES: June 26, 1999 i c Application Approved BY: Date: n Z FEES: Building .31-0 V Radon Police Fire IN 4 Open Space Road Impact Application In on a o o PERMIT VALIDATION: CHECK / CASH DATE BY_ j v o. . o y ORIGINAL (BUILDING) YELLOW (CUSTOMER) PINK (COUNTY TAX OFFIC ) GOLD (CO. ADMIN) zaE• THIS APPLICATION USED FOR WORK VALUED. $2500.00 OR MORE CITY OF SANFORD FIRE -DEPARTMENT FEES FOR SERVICES PHONE #: 407-322-4952 DATE: %p'Z 9 PERMIT #: b I BUSINESS NAME: J//0&.* / (/i / Cep r 2!2 ADDRESS: 19- A 6A0i.nl PHONE NUMBER:( ) PLANS REVIEW TENT PERMIT BURN PERMIT REINSPECTION TANK PERMIT FIRE SYSTEM AMOUNT 3 0 'o COMMENTS: /n S % /l 3 Clg Z- r c ry •--..LG. s %+s /TS Fees must be paid to Sanford Building Department,,300 N. Park Avenue, Samford, Florida. Phone # 330-5656. Proof of payment must be made to Sanford Fire Prevention before any further services can take place. I certify that the above information is true and 1 correct and that I will comply with all applicable codes and ordinances of the a % City_Af-4anford, Florida. Sanford FilfFe Prevention Applicdazs-Slignatd e BAM CONSTRUCTION Gentleman: B & M CONSTRUCTION COMPANY, INC. P.O. BOX 5468 LAKELAND, FLORIDA 33807 TEL. (813) 644-0456 FAX NO: (813) 647-3794 Date December 26. 1995 MDM Job #5209 Power of Attorney is hereby granted Ronald D. Lange for the specific purpose of signing in my stead for permits and/or license and picking -up permits for work at Mobil 02-D68 located at Sanford Mall, Seminole County, FL Signature is as follows Signed A"U' obby i. Moore, Presi ent State certificate #CBC000313 State Certificate #PCC045039 Sworn to before me as a specific purpose and Power of Attorney for purpose stated above and known personally by notary. Subscribed in my presence this day of 19 9 A. D. N KAREN HOLT STONE MY COMMISSION / CC 30M EXPIRES: June 21,1998 Bonded Thiu NQVq POW Xhidenti to My Commission Expires Mobil Oil Corporation To Whom It May Concern: Subject: Authorization to Sign Applications and Permits Service Station: Mobil Oil Facility 02-D68 Sanford Mall Sanford, FL MDM Job #MDM Job #5209 2M GLADES ROAD SUITE 444 WEST BOCA RATON. FLORIDA 33431 This letter is to authorize Ronald D. Lange, B&M Construction/MDM Engineering, P.O. Box 5468, Lakeland, FL 33807, to apply for all necessary approvals and permits that are needed for the above referenced service station(s) and to sign in my stead, if needed. I certify that I am the owner and/or authorized agent of the property and I authorize the above listed company and/or representative to intitiate the site plan petition for consideration by the Plan Board. e- 4 . /.#)- 01.,^ /0'c- Signature of Property Owner and/or Agent ate Signature of B Construction/MDM Engineering Representative Sworn to before me for purpose stated above and known personally by notary. Subscribed in my presence this- G day off` c0 r , 1995A.D. My commission expires: C. C. CITY OF SANFORD, FLORIDA APPLICATION FOR THE DEMOLITION AND REMOVAL OF BUILDINGS AND STRUCTURES a I N G a ctic ro hd o z >• N -1 c o N a i a H PERMIT ADDRESS 7 wneg,,,? 4yz PERMIT NUMBER Rb + I l v 3 TOTAL CONTRACT PRICE OF DEMOLITION 5-m, TOTAL SQUARE FT. TAX PARCEL NUMBER OWNER -'r'-'Co A 0: \ PHONE NUMBER (9l[//) ADDRESS Pr CITY STATE T/ ZIP 73&a-7 CONTRACTOR yy \ PHONE NUMBER &I j (, 6(16,- 9130 ADDRESS "7 ST. LICENSE NUMBER C QCO3% 3 CITY STATE 1:1 ZIP 339-0'7 TYPE OF STRUCTURE TO BE DEMOLISHED — FRAME V CONCRETE BLOCKy STEEL OTHER PREVIOUS USE OF BUILDING OR STRUCTURE -Cc rt+ <<c sc, Ti. + PROPOSED USE OF THE SITE -S yi, wylif 1 GASCOMPANYDISCONNECTNUMBER (IF APPLICABLE) \Ya GAS COMPANY PERSONNEL ISSUING NUMBER t.\ Q NOTE: GAS COMPANY SECTION MUST BE COMPLETED BEFORE DEMOLITION PERMIT WILL BE ISSUED. THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION AUTHORIZED IS NOT COMMENCED WITHIN 180 DAYS OR IF CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 180 DAYS AT ANYTIME AFTER THE WORK IS COMMENCED. IN ADDITION TO THE REQUIREMENTS OF THIS PERMIT, THERE MAY BE ADDITIONAL RESTRICTIONS APPLICABLE TO THIS PROPERTY THAT MAY BE FOUND IN THE PUBLIC RECORDS OF THIS COUNTY, AND THERE MAY BE ADDITIONAL PERMITS REQUIRED FROM OTHER GOVERNMENTAL ENTITIES SUCH AS WATER MANAGEMENT DISTRICTS, STATE AGENCIES, OR FEDERAL AGENCIES. THE NAMED CONTRACTOR/OWNER BUILDER TO WHOM THE PERMIT IS ISSUED SHALL HAVE THE RESPONSIBILITY FOR SUPERVISION, DIRECTION, MANAGEMENT, AND CONTROL OF THE CONSTRUCTION ACTIVITIES ON THE PROJECT FOR WHICH THE BUILDING PERMIT WAS ISSUED. OWNER' S AFFIDAVIT: I CERTIFY THAT ALL THE FOREGOING INFORMATION IS ACCURATE AND THAT ALL WORK WILL BE DONE IN COMPLIANCE WITH ALL APPLICABLE LAWS REGULATING CONSTRUCTION AND ZONING. A COPY OF THE RECORDED COPY OF THE NOTICE OF COMMENCEMENT. WILL BE POSTED ON THE JOB SITE WITH PERMITS NO LATER THAN SEVEN (7) DAYS AFTER THE PERMIT HAS BEEN ISSUED. FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOU PAYING TWICE FOR THE IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. ASBESTOS NOTIFICATION STATEMENT (SEC. 553.79(11), FL STATUTES) FOR FACILITIES OTHER THAN SINGLE FAMILY OR DUPLEX HOUSING. I HEREBY AFFIRM THAT I HAVE COMPLIED WITH THE PROVISIONS OF SECTION 455-302, FL STATUTES, AND HAVE NOTIFIED THE DEPARTMENT OF ENV RONMENTAL REGULATION OF MY INTENT O MOVE ASBESTOS, IF APPLICABLE. G 4 IGNATUR O NER AGENT b DATE SIGNATUREj( CON CTOR b DATE 9 eo ctICE 'o t-o-r E OR PRINT OWNERAGENT NAME TYP5-QR PRINT CONTRACT R'S NAME uesl All" 61144 SIGNATURE OF NOTARY DATE ARLENE K. RUMBLEY NOTARY PUBLIC, STATE OF FLORIDA MY COMMISSION # CC476424 EXPIRES: June 26, 1999 I SIGNATURE OF NOTARY A DATE ARLENE K. RUMBLEY NOTARY PUBLIC, STATE OF FLORIDA MY COMMISSION # CC476424 EXPIRES: June 26, 1999 APPLICATION APPROVED BY DATE FEES: BUILDING / '. APPLICATION t C ).0 0 OTHER PERMIT VALIDATION: CHECK CASH DATE y/%1[I/2 BY ORIGINAL ( BUILDING) YELLOW (CUSTOMER) PINK (COUNTY TAX OFFICE) BAM CONSTRUCTION Gentleman: B & M CONSTRUCTION COMPANY, INC. P. O. BOX 5468 LAKELAND, FLORIDA 33807 TEL. ( 813) 644-0456 FAX NO: (813) 647-3794 Date December 26. 1995' MDM Job . #5209 Power of Attorney is hereby granted Ronald D. Lange for the specific purpose of signing in'my stead for permits and/or license and picking -up permits for work at Mobil 02-D68 located at Sanford Mall. Seminole County. FL • Signature is as follows, Signed obby 1. Moore, Pres ent State certificate #CBC000313 State Certificate IPCCO45039 Sworn to before me as a specific purpose and Power of Attorney for purpose stated above and known personally by notary. Subscribed in my presence this day of19 9f A. D . W C0MMIS510N / CC 3W= EXPIRES: June Z1,1Y89 BonO e TMu Nohry q I IdNyYl q . My Commission Expires Mobil Oil Corporation To Whom It May Concern: Subject: Authorization to Sign Applications and Permits Service Station: Mobil Oil Facility 02-D68 Sanford Mall Sanford, FL MDM Job #MDM Job #5209 ZWROAD SWM 4" NEW BOG, MMN. RARM =01 This letter is to authorize Ronald D. Lange, B&M Construction/MDM Engineering,-P.O. Box 5468, Lakeland, FL 33807, to apply for all necessary approvals and permits that are needed for the above referenced service station(s) and to sign in my stead, if needed. I certify that I am the owner and/or authorized agent of the property and I authorize the above listed company and/or representative to intitiate the site plan petition for consideration by the Plan Board. eA( Signature of Property Owner and/or Agent bate Signature of B Construction/MDM Engineering Representative Sworn to before me for purpose stated above and known personally by notary. Subscribed in my presence this-! day of:20 19 CA.D. My commission expires: CITY OF SANFORD, FLORIDA APPLICATION FOR BUILDING PERMIT PERMIT ADDRESS Q ( Q• PERMIT NUMBER -/ (40 Total Contract Price of Job CR 2S6c& Total Sq. Ft. 7 Describe Work T teklele4z Type of Construction *)Je[A-2 F1 od Prone (YES) (NO) Number of Stories 7 Number of Dwellings r Zoning Occupancy: Residential Commercial Industrial LEGAL DESCRIPTION please attach printout from Seminole County) TAX I.D. NUMBER OWNER _ ADDRESS CITY TITLE HOLDER ADDRESS CITY STATE IF OTHER THAN OWNER) n /& BONDING COMPANY ADDRESS STATE CITY STATE ARCHITECT ADDRESS CITY MORTGAGE LENDER ADDRESS CITY In, PHONE NUMBER ZIP ZIP ZIP STATE J:/ ZIP :aR-0-7 STATE CONTRACTOR -L7e+ ADDRESS O(c DM6' CITY [o. _ STATE t**w*w*ttr*tr*ttww***twww*****trw•r*t***w*****rt ZIP PHONE NUMBER / oJam!' tl(p- 913 Q ST. LICENSE NUMBER eAe 6003)3 Z I P Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL, PLUMBING, MECHANICAL, SIGNS, POOLS, ETC. OWNER'S AFFIDAVIT: I certify that all the foregoing information.is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. A COPY OF THE RECORDED COPY OF THE NOTICE OF COMMENCEMENT WILL BE POSTED ON THE JOB SITE WITH PERMITS NO LATER THAN SEVEN (7) DAYS AFTER THE PERMIT HAS BEEN ISSUED. FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOU PAYING TWICE FOR THE IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE:'In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. ACCEPTANCE OF PERMIT IS VERIFICATION THAT I WILL NOTIFY THE OWNER OF THE PROPERTY OF THE REQUIREM FLORIDA LIEN LAW, FS713. i w******* ***** *w****.**w*wrw***w*****.***** *w*•* * *r***w****wr*twt**w**w y ro Z i o o n Y ignature ner/A t & Date Signature of ractor & Date a '< Q 1 D L lea..... O6 Or /C'l d/ Z e . x C_ M F+ z Typ or Pr' Owne /Agent Name Type r Print Con actor's Name d 7e 3 9 '" s b D M era of N- Signa Rl 9dE-A-aF0MWEY 11 1 (oARL-ENESK41R$ MBLEY NOTARY PUBLIC, STATE OF FLORIDA MY COMMISSION # CC476424 EXPIRES: June 26, 1999 NOTARY PUBLIC, STATE OF FLORIDA MY COMMISSION # CC476424 EXPIRES: June 26, 1999 Application Approved BY: Date: pp' FEES: Building S Radon vZ Police Fire;, 6/ Open Space Road Impact / !i Applition - - PERMIT VALIDATIONS CHECK CASH DATE Bl; o ORIGINAL (BUILDING) YELLOW (CUSTOMZR) PINK (COUNTY TAX OFFICE) GOLD (CO. ADMIN) 0 b n 0 a G n c a THIS APPLICATION USED FOR WORK VALUED. $2500.00 OR MORE ye /F.A-o 7/b P9y s Wa't n r 1 , CITY ROUTING MEMOMANAGER'S o"'"o 9 OFFICE s( r n MAYOR ors cow` Y , CITY CLERK REC./PARKS DIR. CITY MANAGER SECRETARY POLICE CHIEF FINANCE DIRECTOR L FIRE CHIEF PERSONNEL DIRECTOR COM. DEVELOP. DIR. PLANNING/DEVELOP. DIR. CIVIL ENGINEER PUBLIC WORKS DIRECTOR BUILDING OFFICIAL J- UTILITY DIRECTOR CITY ATTORNEY ACTION: 4. Please Call Me 8. Note and Return 12. Re Our Conversation 1. Your Information 5. Please Handle 9. Signature 13. Your Comments or 2. Approval 6. As Requested 10. OK "As Is" Recommendations 3. Please See Me 7. Please File 11. See "Remarks' 14. Read and Pass On REGARDING: (Attached E3"j I't C PLEASE RESPOND NO LATER THAN: FROM DATE SCHRIMSHER February 12, 1996 Mr. W. A. Simmons, P.E. City Manager City of Sanford, Florida P. O. Box 1788 Sanford, FL 32772-1788 PROPERTIES RE: Hold Harmless Agreement; ACI Income Fund, Ltd. Dear Mr. Simmons: A"k Asti-4 . EB12196 CITY OF SANFOD ACI Income Fund, Ltd. ("ACI") has requested final City approval of the site and engineering plans for ACI Income Fund PD as submitted by our engineer, Tipton Associates Incorporated. We have also been advised that Mobil Oil Corporation is desirous of obtaining its building permit for the proposed Mobil Oil Station to be constructed on Lot 2 of the ACI PD. You have indicated that the following permits are ready to be issued by the City subject to final Seminole County approval of the Water Service Area Agreement Modification which you recently submitted to Mr. Rick Diaz, Deputy Director of Public Works for Seminole County. Please be advised that ACI acknowledges that notwithstanding the issuance by the City of its final site and engineering plan approval for ACI Income Fund PD and the building permit for the Mobil Oil station, such permits are still subject to final Seminole County approval of the modified Water Service Area Agreement. Furthermore, ACI agrees to indemnify and hold the City harmless from and against any cost, expense or damage incurred by the City and arising from ACI's commencement of construction pursuant to such City permits prior to final County approval of the Water Service Area Agreement Modification. Very truly yours, ACI IN FUND, LTD. Frank nmsher Authorized Agent FLS/wlp cc: James G. Willard, Esquire 1300 I?AS I COLONIAL DRIVE •' SUM I L 100 - ORLANDO. FLOE IDA 32©O3 FAX 14071 6-10 0P30 OFFICE 1407) 423-7600 CITY OF SANFORD FIRE -DEPARTMENT FEES FOR SERVICES PHONE #: 407-322-4952 DATE: p? PERMIT #: 0/5— BUSINE S NAME: '/ .b. / ©i ADDRESS: Z61 PHONE NUMBER:( ) PLANS REVIEW TENT PERMIT BURN PERMIT REINSPECTION TANK PERMIT FIRE SYSTEM AMOUNT $ COMMENTS: - , -yT- % 3 64,• /c ••s's ASV 6 Se - e Fees must be paid to Sanford Building Department,,300 N. Park Avenue, Samford, Florida. Phone # 330-5656. Proof of payment must be made to Sanford Fire Prevention before any further services can take place. Sanford a Prevention I certify that the above information is true and correct and that I will comply with all applicable codes and ordinances of the City nfo Florida. Applica ignatu e BAM CONSTRUCTION Gentleman: B & M CONSTRUCTION COMPANY, INC. P.O. BOX 5468 LAKELAND, FLORIDA 33807 TEL. (813) 644-0456 FAX NO: (813) 647-3794 Date FEBRUARY 8, 1996 Power of Attorney is hereby granted RONALD D. LANGE for the specific purpose of signing in my stead for permits and/or license and picking -up permits for work at located at SANFORD MALL, , FL Signature is as follows l. Signed MOBIL 02-D68 Bobby L Moore, President State C rtificate #CBC000313 State Certificate #PCC045039 Sworn to before me as a specific purpose and Power of Attorney for purpose stated above and known personally by notary. Subscribed in esence this 2__ day of Z , 1913 A.D. Notary My Commission Expires DONAL.D E. FASS MY COMMISSION / CC431435 EXPIRES January 4. IM Try WAND TFM TREY FAIN MIAiM, INC. Mobil Oil Corporation To whom it may concern: SUBJECT: Authorization to Sign Applications and Permits ADDRESS: Mobil02-D68 Sanford Mall Sanford, FL MDM #5209 2255 GLADES ROAD SUITE 444 WEST BOCA RATON, FLORIDA 33431 This letter is to authorize Ronald D. Lange, MDM Engineering, 3706 D.M.G. Drive, Lakeland, FL 33807, to apply for all necessary approvals and permits for the above referenced service station(s) and to sign in my stead, if needed. C Y Van Rankin Sworn to before me for purpose stated above and known personally by notary. Subscribed in my presence this lz. day Aof AP 191(— A.D. N lic 2..1 Z-Q& Date KELLY L. BLACKBURN My commision expires: Notary Public, state Flodda My Comm. CC9 7 it t 7 CITY ROUTING MEMOMANAGERS o s OFFICE w\\ s, fir° MAYOR CITY CLERK REC./PARKS DIR. CITY MANAGER SECRETARY POLICE CHIEF FINANCE DIRECTOR FIRE CHIEF PERSONNEL DIRECTOR COM. DEVELOP. DIR. LPLANNING/DEVELOP. DIR. CIVIL ENGINEER PUBLIC WORKS DIRECTOR BUILDING OFFICIAL UTILITY DIRECTOR 4L CITY ATTORNEY O D ACTION: 4. Please Call Me e. Note and Return 12. Re Our Conversation 1. Your Information 5. Please Handle 9. Signature 13. Your Comments or 2. Approval 6. As Requested 10. OK "As Is" Recommendations 3. Please See Me 7. Please File 11. See "Remarks" 14. Read and Pass On REGARDING: (Attached PLEASE RESPOND NO LATER THAN: FROM DATEc / 7 SCHRIMSHER February 12, 1996 Mr. W. A. Simmons, P.E. City Manager City of Sanford, Florida P. O. Box 1788 Sanford, FL 32772-1788 PROPERTIES RE: Hold Harmless Agreement; ACI Income Fund, Ltd. Dear Mr. Simmons: h61A: Al 'iP°4/ RECEIVED EB 12 1996 CITY OF SANFOR ACI Income Fund, Ltd. ("ACI") has requested final City approval of the site and engineering plans for ACI Income Fund PD as submitted by our engineer, Tipton Associates Incorporated. We have also been advised that Mobil Oil Corporation is desirous of obtaining its building permit for the proposed Mobil Oil Station to be constructed on Lot 2 of the ACI PD. You have indicated that the following permits are ready to be issued by the City subject to final Seminole County approval of the Water Service Area Agreement Modification which you recently submitted to Mr. Rick Diaz, Deputy Director of Public Works for Seminole County. Please be advised that ACI acknowledges that notwithstanding the issuance by the City of its final site and engineering plan approval for ACI Income Fund PD and the building permit for the Mobil Oil station, such permits are still subject to final Seminole County approval of the modified Water Service Area Agreement. Furthermore, ACI agrees to indemnify and hold the City harmless from and against any cost, expense or damage incurred by the City and arising from ACI's commencement of construction pursuant to such City permits prior to final County approval of the Water Service Area Agreement Modification. Very truly yours, ACI INC FUND, LTD. Frank nmsher Authorized Agent FLS/wlp cc: James G. Willard, Esquire 60O LAST COLONIAL ORIVF 11 Sun-r-100 11 0HI.AN00. r-LOR10A 32F30:3 FAX In0716n6-9230 OFFIC;LE 14071 +t?a 7G1.10 vp -• - 000 0.00G+ I 0.2200 x 1.872• _ 4 1 1• 8 4 000 0.00G+ I 0.2200 x 1 +872 • _ 411.84 000 0.00G+ I I 0.0345 x 1 +872• = 64.58 * 000 I 0•OOG+ I0.0345 x 1 , 872 • _ 64..• 58 I 000 i... 'ti.. ,...f ti/. 0 J000+ Whole Building T•sr _mance Method for Commercial Buildings Form 40OA-94 ENERGY'EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs FLA/COM-94 Version 2.1 PROJECT NAME —Mobil Oil Corporation ADDRESS: _Sanford, Florida OWNER: _Mobil Oil Corporation AGENT: PERMITTING OFFICE: Sanford CLIMATE ZONE: 5 PERMIT NO: JURISDICTION NO:_691500 BUILDING TYPE: _Mercantile (Retail) CONSTRUCTION CONDITION: New construction DESIGN COMPLETION: _Finished Building CONDITIONED FLOOR AREA: _1872 MAX. TONNAGE OF EQUIPMENT PER SYSTEM: 5 COMPLIANCE CALCULATION: NUMBER OF ZONES: 1 METHOD A DESIGN CRITERIA RESULT A. WHOLE BUILDING 41.74 100.00 PASSES PRESCRIPTIVE REQUIREMENTS: LIGHTING EXTERIOR LIGHTING 225.00 225.00 PASSES LIGHTING CONTROL REQUIREMENTS PASSES HVAC EQUIPMENT COOLING EQUIPMENT 1. SEER 10.00 9.70 PASSES HEATING EQUIPMENT AIR DISTRIBUTION SYSTEM INSULATION LEVEL 1. Conditioned Space 0.00 0.00 N/A WATER HEATING EQUIPMENT 1. EF 0.90 0.89 PASSES PIPING INSULATION REQUIREMENTS 1. Non -Circulating 0.50 0.32 PASSES COMPLIANCE CERTIFICATION: I hereby certify that the plans and specifications covered by this calcu- lation are in compliance with the Florida Energy Efficiency Code. PREPARED BY: DATE: I hereby certify-that.'this building is in compliance with the F1 ida Energy Efficiency C d V OWNER/ GE T: DATE: f 23 111 Review of the plans and specifica- tions covered by this calculation indicates compliance with the Florida Energy Efficiency Code. Before construction is completed, this building will be inspected for compliance in accordance with Section 553.908, F1 ida Statute . BUILDING OFF CIAL: DATE: I hereby certify(*j'--that the system design is in compliance with the Florida Energy Efficiency Code:` SYSTEM DESIGNER REGISTRATIQN/,STAT13 ARCHITECT : d r MECHANICAL: PLUMBING ELECTRICAL: LIGHTING Q ) Signature is required where Florida law requires design to be performed by registered design professionals. Typed names and registration numbers may be used where all relevant information is contained on signed/sealed plans. a 1 BUILDING INFORMATION COMPLIANCE CHECK 401------- GLAZING --ZONE 1------------------------------------------------ v- Elevation Type U SC VLT Shading Area(Sgft)° South Commercial 1.1 0.96 1 None 4320 West Commercial 1.1 0.96 1 None 720 Total Glass Area in Zone 1 = 5040 Total Glass Area = 5040 402------- WALLS --ZONE 1------------------------------------------------ 0--- Elevation Type U Added R Gross(Sgft)0 0 West 8" Foam Filled Concre 0.07 0 4320 East 8" Foam Filled Concre 0.07 0 4320 South 8" Foam Filled Concre 0.07 0 6240 North 8" Foam Filled Concre 0.07 0 6240 Total Wall Area in Zone 1 = 21120 Total Gross Wall Area = 21120 403------- DOORS --ZONE 1------------------------------------------------ 0--- Elevation Type U Area(Sgft)0 0 South 1-3/4 Steel Door -Paper Honeycomb core 0.56 420 North 1-3/4 Steel Door -Paper Honeycomb core 0.56 210 Total Door Area in Zone 1 = 630 Total Door Area = 630 404.------ROOFS--ZONE 1------------------------------------------------ 0--- Type Color U Added R Area(Sgft)0 0 shingles and 5/8" plywood White 0.55 30 18720 Total Roof Area in Zone 1 = 18720 Total Roof Area = 18720 405.------FLOORS-ZONE 1------------------------------------------------ 0--- Type R Area(Sgft)0 0 Slab on Grade/Uninsulated 0 18720 Total Floor Area in Zone 1 = 18720 Total Floor Area = 18720 406.------INFILTRATION -------------------------------------------------- 0--- CHECK° Infiltration Criteria in 406.1.ABC.1 have been met. 0 0 407.------COOLING SYSTEMS ----------------------------------------------- 0--- Type No Efficiency IPLV Tons° 0 1. Single Package 2 10 0 5.250 408------- HEATING SYSTEMS---= ------------------------------------------- 0--- Type No Efficiency BTU/hr0 1. No Heating System 2 1 50000 409.------VENTILATION --------------------------------------------------- 0--- CHECK° Ventilation Criteria in 409.1.ABC.1 have been met. 0 0 410.-----AIR DISTRIBUTION SYSTEM ---------------------------------------- 0--- AHU Type Duct Location R-value° 0 1. Split / PTAC Air Conditioner Conditioned Space 00 411.-----PUMPS AND PIPING -ZONE 1--------------------------------------- 0--- Type R-value/in Diameter Thickness° 0 1. Non -Circulating 6 .75 .50 412.--7--WATER HEATING SYSTEMS -ZONE 1---------------------------------- 0--- Type Efficiency StandbyLoss InputRate Gal?on:00 1. <=12 kW .9 0 12 300 413------ ELECTRICAL POWER DISTRIBUTION ---------------------------------- 0--- CHECK° Metering criteria in 413.1.ABC.1 have been met. 0 0 Transformer criteria in 413.1.ABC.2 have been met. 0 0 414------ MOTORS --------------------------------------------------- 0----- 0--- Motor efficiencies in 414.1.ABC.1 have been met. 0 0 415------ LIGHTING SYSTEMS -ZONE 1--------------------------------------- 0--- Space Type No Control Type 1 No Control Type 2 No Watts Area(Sgft)° Type B(Ser 1 On/Off 2 On/Off 0 1680 14360 Toilet and 2 On/Off 2 240 1000 Reading, T 1 On/Off 2 80 800 General 1 On/Off 2 240 2560 Total Watts for Zone 1 22400 Total Area for Zone 1 18720 Total Watts 22400 Total Area 18720 CHECK° Lighting criteria in 415.1.ABC have been met. 0 0 0-----0--- 16. HVAC load sizing has been performed. (407.1.ABC.1) 0 0 0-----0--- 17. Duct sizing and design have been performed. (410.1.ABC.1.2) 0 0 0 - - - - - 0 - - - 18. Testing and balancing will be performed. (410.1.ABC.4) 0 0 0-----0--- 19. Operation/maintenance manual will be provided to owner.(102.1)0 0 L ENGINEERING 00 January 27, 1996 Mr. Gary Winn City of Sanford Building Department P.O. Box 1788 Sanford, FL 32772-1788 Re: Mobil02-D68 Sanford Mall Sanford, Florida MDM #5209 Dear Mr. Winn: We have received your comments based on the review of plans performed by your office. Listed below are our written responses to each comment in order to aid in the final review of the plans and hopefully receive approval and obtain our permit. Item 19 No diesel fuel tank permitted as shown on Sheet TA-1. Response: Refer to the revised TA-1 drawing without the diesel tank showing. Item 2P4 Question doors to restrooms in regards to Utility Room and Cooler doors, sheet A-2. Response: Refer to the Floor Plan, drawing A-2 for the corrected door swings to f 4 eliminate the conflict an, the noted doors. Item 3: Need shop drawings for precast -prestressed concrete plank, Lube Bay sheet A-6. Response: As soon as the Shop Drawings are completed, prior to start of construction, copies will be furnished to your department for review. Item 4: , Need Truss Drawings. Response: Again, once the Shop Drawings are completed, they will be submitted for review. P.O. BOX 6930, LAKELAND. FLORIDA 33807-6930 - PHONE (941) 646-9130 • FAX (941) 648-1106 - 3706 D.M.G. DRIVE, LAKELAND, FLORIDA 33811 pg. 2 Mobil M-D69 Item 5: Need signed and sealed statement from architect/engineer that buildings will withstand 110 mph wind for SBCCI. Response: Refer to added note on Longitudinal & Cross Sections, drawing A4 noting the 110 mph requirement. Item 6: Need Energy Calculations. Response: Refer to the three (3) attached calculations. Item 7: Comment scratched thru. Item 8: No drawing A-9 as referred to Roof Drain Piping on drawing P-1. Response: The note referring to drawing A-9 has been removed. Item 9: Wood stand for water heater to be pressure treated. Response: Refer to the added P.T. notation as required on the Plumbing Plan, drawing P-1. Item 10: No roof drain detail on drawing A-8 as referred to on P-1. Response: This building, with the Hip Roof, did not require the normal roof drains as normally utilized on a Flat Deck Roof. The note referring to A-8 has been removed. As per the Building Elevation, drawing A-1 shows gutter and downspouts around the building to handle the required roof drainage. Item 11: Mistake, drawing P-3 shows two 1OW50 oil tanks, one should be 1OW40. Response: Refer to drawing P-3 for the corrected product designation. Item 12: Provide Knock -outs at all poured columns. Response: As per the plans, the "poured columns" are filled cells within the block walls. Please clarify your comment and do we need to have the plans revised to satisfy this comment. Item 13: No A-9 and A-10, sheets 25 and 26. Response: Refer to Cover Sheet with these sheets having been omitted. pg. 3 Mobil 02-D68 Item 14: No Canopy Drawings. Response: Refer to the attached plans as prepared by Orange State Industries. If you have any further questions or comments concerning either the revised plans or any of these written responses, feel free to contact this office to expedite the review process. Respectfully submitt , Norman D. Gnnstead Engineering Coordinator NDG/kc MobM209.CRL J SHERWOOD & SANFORDj INC. ARCHITECT CORPORATION FLORIDA AA C001314 - 100 South Kentucky Avenue, Suite 260 Lakeland, Florida 33801 813) 686-8361 1-(800) V2-ARCH Fax: (813) 686-1688 F i 5 1 January 26, 1996 Building,Department Sanford, F.L. RE: Mobil Oil Corporation Site No. 02D68 Sanford, FL To Whom It May -Concern: The purpose of this letter is to certify that the 1872 -square foot store building to be located of the above named site has been designed to withstand ' 110 MPH wind speed t . pressures in accordance to SBCCI. Sincerely, Stiherwood.& Sanford, Inc.- 1 Henry E. S ood. HES:s t G. Garey Sanford, Assoc. AIA; Henry E. Sherwood, AIA, NY 13221; FL 9422; GA 7868; AL 3898; SC 4687 i SHERWOOD & SANFORD, INC. ARCHITECT CORPORATION FLORIDA AA C001314 100 South Kentucky Avenue, Suite 260 • Lakeland. Florida 33801 813) 686-8361 • 1-(800) 572-ARCH - Fax: (813) 686-1688 January 26, 1996 Building Department Sanford, FI, RE: Mobil Oil Corporation Site No. 02D68 Sanford, FL To Whom It May Concern: The purpose of this letter is to certify that the 1872 square foot store building to belocatedattheabovenamedsitehasbeendesignedtowithstand110MPHwindspeedpressuresinaccordancetoSBCCI. Sincerely, Sherwood & Sanford, Inc. Henry' E. S ood HES:s a nf, VIA a G. Garey Sanford, Assoc. AIA: Henry E. Sherwood, AIA, NY 13221: FL 9422: GA 7868: AL 3898: SC 4687 1 Pa cm) P'a ENOINEERINO January 27, 1996 r Mr. Gary Winn City of Sanford Building Department P.O. Box 1788 Sanford, FL 32772-1788 Re: Mobil02-D68 Sanford Mall Sanford, Florida MDM #5209 Dear Mr. Winn: C We have received your comments based on the review of plans performed by your office. Listed below are our written responses to each comment in order to aid in the final review of the plans and hopefully receive approval and obtain our permit. Item 1: No diesel fuel tank permitted as shown on Sheet TA-1. Response: Refer to the revised TA-1 drawing without the diesel tank showing. Item 2: Question doors to restrooms in regards to Utility Room and Cooler doors, sheet A-2. Response: Refer to the Floor Plan, drawing A-2 for the corrected door swings to eliminate the conflict between the noted doors. Item 3: Need shop drawings for precast -prestressed concrete plank, Lube Bay sheet A-6. Response: As soon as the Shop Drawings are completed, prior to start of construction, copies will be furnished to your department for review. Item 4: Need Truss Drawings. Response: Again, once the Shop Drawings are completed, they will be submitted for review. , P.O. BOX 6930. LAKELAND, FLORIDA 33807-6930 - PHONE (941) 646-9130 • FAX (941) 648-1106 3706 D.M.G. DRIVE, LAKELAND. FLORIDA 33811 Pg. 2 Mobil 02-D68 Item 5: Need signed and sealed statement from architect/engineer that buildings will withstand 110 mph wind for SBCCI. Response: Refer to added note on Longitudinal & Cross Sections, drawing A4 noting the 110 mph requirement. Item 6: Need Energy Calculations. Response: Refer to the three (3) attached calculations. Item 7: Comment scratched thru. Item 8: No drawing A-9 as referred to Roof Drain Piping on drawing P-1. Response: The note referring to drawing A-9 has been removed. Item 9: Wood stand for water heater to be pressure treated. Response: Refer to the added P.T. notation as required on the Plumbing Plan, drawing P1. Item 10: No roof drain detail on drawing A-8 as referred to on P-1. Response: This building, with the Hip Roof, did not require the normal roof drains as normally utilized on a Flat Deck Roof. The note referring to A-8 has been removed. As per the Building Elevation, drawing A-1 shows gutter and downspouts around the building to handle the required roof drainage. Item 11: • Mistake, drawing P-3 shows two 1OW50 oil tanks, one should be 1OW40. Response: Refer to drawing P-3 for the corrected product designation. Item 12: Provide Knock -outs at all poured columns. Response: As per the plans, the "poured columns" are filled cells within the block walls. Please clarify your comment and do we need to have the plans revised to satisfy this comment. Item 13: No A-9 and A-10, sheets 25 and 26. Response: .Refer to Cover Sheet with these sheets having been omitted. .. .:.`- pg. 3 Mobil 02-D68 Item 14: No Canopy Drawings. Response: Refer to the attached plans as prepared by Orange State Industries. If you have any further questions or comments concerning either the revised plans or any of these written responses, feel free to contact this office to expedite the review process. Respectfully submitt , Norman D. Gnnstead Engineering Coordinator NDG/kc Mobi171S209.CRL McGinnes Industries, Inc. Job No: BID- quote No: Q059.077 P.O.Box 547, Lakeland, FL 33802 Ph: 941 /665-9001 Fax: 941 /293-2700 Page 1 of 1 LR1Roof FLoor Truss Quotation XREF No: Project MOBILE OIL CORPORATION Quoted 01-25-96 Ordered _ Model 1872 OTR W/2 BAY 1 CAR LX Delivery Revised P.O.No. Plan Date Floors 1 S 8 & M CONSTRUCTION CO INC S OT PO BOX5468 HT L 0 I 0 ORANGE COUNTY D LAKELAND FL 33807 P ORLANDO. FL Contact WILLIAM WILKES Phone 941/644-0456 Lot/BLk Map NO Fax 647-3794 30.9A 11.98 18.92 4.07 6.33) 601 601 3561 3739 Pitch ITop Chd lBot Chd 1Br_q sz 1Ovhq 1PUSaLoadin Spacing Seats I Depth Winds N#1 N#20 1611 I nEL I Abaf 24"oc otv Span ITvpe/ Description I oL OHR I CANTL CANTR STUBL STURR FAR i 1 4 12 Pitch, 3"15 heel SB7 1 1 34111" 01A1/ HIPS7 H1 NM2- 1 1 34111" 0!A2 HIPS9 1 7 34111" 0 iA3 HIPS11 I I 1 1 1 34111" O!A4/ HIPS13 1 34111" OIA5/ HIPS15 1 1 34'11" O1A6/ HIPS17 17 1 34111" OIA7/ COMN 10 1 34'11" 01A8 COMN OS12 I I 1 0' 4" 0 0' 4" 1 34'11" 0!A9/ HIPS17 I I 1 0' 4" 0 0' 4" 0 1 _ 1 1 34111" 0IA1O/ HIPS15 i I 1 0' 4" 0 0' 4" 0 I I 1 1 34111" 01A11 HIPS13 1 1 0' 4" 0 0' 4" 1 — 1 34'11" 01Al2/ HIPS11 i 0' 4" 0 0' 4" 0 I 1 134111" 01A13/ HIPS9 1 1 i 0' 4" 0 0' 4" 6I 1 1 134111" 0:A14/ HIPS7 H1 NM2 1 1 0' 4" 0 0' 4" G I 14112 pitch, 3"15 heel 4 I 7' 0" O ICSET(S) 24 I 7' 0" OIEJAK(S)— I I I I 1 I I I ! I I I I I QuickTruss 4.0 (01989 PRH License# 880630 01-25-96 09:04 DB ********* DELIVERY COPY ********** 11 - SPECIAL NOTE NO BACK CHARGES WILL BE HONORED UNLESS APPROVED IN WRITING BY AN OFFICER OF MCGINNES INDUSTRIES. INC. SPECIAL NOTE ANY PARTY WHO CUTS OR DAMAGES A TRUSS SHALL BE RESPONSIBLE FOR THE ENGINEERING DESIGN AND COST OF THE REQUIRED REPAIR i ccn N I ( WARNING !! c A SPREADER BAR IS REQUIRED TO PROPERLY SET TRUSSES ON THIS BUILDING. REFER TO HIB 91 SUMMARY SHEET OR CALL 913-665-9001FORINFORMATION. PLEASE EXAMINE THIS DRAWING. MCGINNES INDUSTRIES. INC. AGREES TO FURNISH ONLY THOSE ITEMS NAMED AND DESCRIBED 11EHEIN AND ONLY IN THE FORM AND CONFIGURATION SHOWN. ACCEPTED DATE 51'-6' II -- 37'-0' 6' N 01 V m L = x f7 CI1M0HC3wO 1 N z Z d 6' I ij aW 3: v a M N n 1-1 W n M r M xH N (o li U x Z J N z¢ QQ Q U — Uh- 0 crQMQ } uaa U m 4.00— oci cu F \ J in J 2 tL 34'-11' zi 34'-11' woo A7 COMN x zJ, a d (DO m Q mx-0 4.00r- 1 34'-11' I 34'-11' A6 HIPS17 4.00r 0m 34'-11' o mm34'-Si' A5 HIPS15 sW 4.00 VI w u f 34'-11' J 1 34'-11' 0 IaA4HIPS13 ai 4.00r- m m -f 34'-11' N uj34'-11' I a oA3HIPS11 4.00 v i En c.l m 34'-11 ma c. 34'-if' J m uA2HIPS911 4.00 r- a N a z: n j 34'-li' o a j 34'-11' i' cw orn Al FIIPS7 Hl 2-PLY cin Job: (DATA--DB D059.077 -BID- S & MM.CDNSTRUCTIDN ' ) / At HIPS? Ht 2-PL TOP CHORD 2x4 SP 02 Dense :T2. T3 2x6 SP 02 Dense: BOT CHORD 2x6 SP #2 Dense WEBS 2x4 SP 03 PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. (SBC) UPLIFT (LB): 1220 1220 BRG.LOC (FT): 0.00 34.42 TRUSS DESIGNED FOR 100 MPH WIND, 15.00 FT MEAN HEIGHT. WITH DEAD LOAD OF 5.0 PSF (TOP) AND 5.0 PSF (BOTTOM) . ENCLOSED OR FULLY OPEN BUILDING. 01 HIP DESIGNED TO SUPPORT 07-00-00 JACKS WITH NO WEBS. 36 T2 THIS DWB —PREPARED-BY- THE- ALPINE- JOB- DESIGNER- PROGRAM- FROM -TMUSs MFM-5-LATUNI 2 Complete Trusses Required 0 EA NAILING SCHEDULE:( Ibd-bboxc TOP CHORD: 1 ROW @ 12 D.C. BOT CHORD: 1 ROW @ 16" D.C. .. WEBS : 1 ROW @ 4" D.C. USE EQUAL SPACING BETWEEN ROWS AND STAGGER NAILS to IN EACH ROW TO AVOID SPLITTING. al 0 1U 0 DEFLECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD. RECOMMENDED CAMBER 3/B" AT MIDSPAN BETWEEN BEARINGS. °D A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. 7- 0-0 20-11-0 7-0-0 A1) 34' 11" _I OVER 2 SUPPORTS R- 3376# W-6" R-3376# W-6" 0 ' P T TY - W - - - - Rev 7 SC 62243 75 c c c c c c **IMPORTANT*WIPINE ENGINEERED PRODUCTS, INC. WARNING," REQUIRE EXTREME CARE TC LL 30.0 PSF REF R041--91969 SMALL NOT BE RESPONSIBLE FOR ANY IN MAHOUND. ERECTION AND c c c c DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE HIS-91 BY TP1. SEE THIS DESIGN TC DL 7.0 PSF DATE 0 1 /25/96 c c c c FAILURE 10 BUILD THE TRUSS IN CONFORMANCE MITH OSTBB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT SPACING RE c O c C ALPINE CONNECTDRS ARE MADE OF 20GA GALV. STEEL MEETING ASTM OU1REHENTS. UNLESS DTHERMISE INDICATED. TOP - BC DL 10.0 PSF DRW HCMR041 960255 8 c c c c AM6 GR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SMALL BE LATERALLY BRACED MIT" PROPER BC LL 0.0 PSF H -ENG c ALPINE 0 TRUSS AND UNLESS OTHERWISE LOCATED ON TH19 DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD G c CONNECTORS PER DRAM[NGS LSD. !BO B f60A-F. DESIGN STANDARDS MITN PROPERLY ATTACHED RIGTD CEILING -- SEE LD OT, LD. 47.0 PSF IIIIIII IIIII IIIIIIIIII IIIII IIIIIIII CONFORMM/APPLICABLE PRDVISTDNS OF NOS C TPI. AN ENOINEER'S ALPINE TECHNICAL UPDATE 17/f/9f1 FOR PROPER ^ ^ BB 99 1'LLbllBBII cTRUSScSEALONTHISDRAMINNGAPPLIESTOTHECOMPONENTDEPICTEDHEREORYIIALLAPPLICATION. FURNISH A COPY OF THIS H Ad j9g6UR.FAC. 1 IN OA.Y. A1D SHILL 101 BE RELIED IRON IN ANY OTHER MAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. _ c c c c c c .--TPI . IRu55 PLATE INSTITUTE. NOS - 1991 NATIONAL DESIGN SPECIFICATION FOR MOOD CONSTRUCTION SPACING SEE ABOVE Job: (DATA--DB 0059.077 -BID- 8 6 N CONSTRUCTION ' ) / A2 HIPS9 THIS OWG..PREPARED. BY_THE-ALPINE JOB DESIGNER. PROGRAW FROM-TRUSS-WR'S LAYOUT-----'--'— R TOP CHORD 2x4 SP #2 Dense BOT CHORD 2x4 SP 02 Dense WEBS 2x4 SP #3 -- DEFLECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD. RECOMMENDED CAMBER 3/8' AT MIDSPAN BETWEEN BEARINGS. 38 IV PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. (SBC) UPLIFT (LB): 580 5BO BRG.LOC (FT): 0.00 34.42 N TRUSS DESIGNED FOR 100 MPH WIND, 15.00 FT MEAN HEIGHT, WITH DEAD LOAD OF 5.0 PSF (TOP) AND 5.0 PSF (BOTTOM) . c ENCLOSED OR FULLY OPEN BUILDING. THIS TRUSS MAY NOT BE LOCATED"' WITHIN A 8.50' END ZONE FROM EDGE OF THE ROOF. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 240 O.C. rn MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. 0 IU Ln Ln 10 9-0-0 16-11-0 9-0-0 A2) 0' 34'11" _ I OVER 2 SUPPORTS R=1641# W=6" R-1641# W-6" I Rev 7 SeA: 62 50 75PTTYP-APN - - - - IMPORTANT**ALPINE ENGINEERED PRODUCTS, INC. WARNING-,--' REOUIRE EXTREME CARE TC LL 30.0 PSF REF R041--91970 p 1 p p p p SMALL NOT BE RESPONSIBLE FOR ANY IN "ANDLINO. ERECTION AMD p p p p DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE MIS-91 BY TPI. SEE THIS DESIGN TC DL 7.0 PSF DATE 0 1 /25/96 C p p p FAILURE 10 BUILD THE TRUSS IN CONFORMANCE WITH OSTBB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE ,. C p p p ALPINE CONECTORS ARE MADE OF 206A GALV. STEEL MEETING ASTN OUIREMENTS. UNLESS OTHERWISE IIDICAIED, TOP BC DL 10.0 PSF ORW HCUSR04! 960255i9 p p p p A44G GA B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER BC LL 0 0 PSF H -ENG o ALPINE p TRUSS Ao LKESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYNOOO SHEATHING. BOTTOM CHORD 1I G p CONNECTORS PER CABLE PROVISIONSVIS ' S0 F NGDA-f. I. AN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE TOT.LD. 47.0 PSF IIIIIII IlIIIII IIII IYII IlII IIIICONFORMN/APPLICABLE PROYISI ONS OF IXTS C iPf. AN ENGINEER'S ALPINE TECHNICAL IODATE 17/!/9f1 FOR PROPER G DUR . FAC . 33 99 88II U p TRUSS p SEAL aN THIS DRAWING APPLIES TO THE COMMENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPI OF THIS J 496 III OILY, AND SHALL NOT BE PELTED UPON IN ANY OTHER WAY. DL51GN TO TK TRUSS ERECTION CONTRACTOR. IRA_ aIICr P. FIIIIILP_E, " p p p p p p ...IPI - TRUSS PLATE 115111UTE. IDS • 1991 NATIONAL DESIGN SPECIFICATION FOR MOOD C.I.I. SPACING 2'4 • O Job: (DATA--DS 0059.077 -BID- B 9 M CONSTRUCTION ' ) / A3 HIPS11 THIS DWG._PREPkRED..BY._THE- ALPINE. JOB- DESIGNER PROGRAW FROM --TRUSS MFR'S•LAYOUT' TOP CHORD 2x4 SP #2 Dense BOT CHORD 2x4 SP #2 Dense WEBS 2x4 SP #3 DEFLECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD. RECOMMENDED CAMBER 3/8" AT MIDSPAN BETWEEN BEARINGS. 3X6 8 PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. (SBC) 0 UPLIFT (LB) : 570 570 BRG . LOC (FT) : 0.00 34.42 rn TRUSS DESIGNED FOR 100 MPH WIND. 15.00 FT MEAN HEIGHT. WITH DEAD LOAD OF 5.0 PSF (TOP) AND 5.0 PSF (BOTTOM). ENCLOSED OR FULLY OPEN BUILDING. THIS TRUSS MAY NOT BE LOCATED • WITHIN A 8.50' END ZONE FROM EDGE OF THE ROOF. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. m MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. o Iu cn RI O 11-0-0 12-11-0 13-u-u A 1) 0, 34'11" OVER 2 SUPPORTS R=1641# W-6" R-1641# W-6" T YP - ALPINE DESIGN CRTT TPI OTY - ±- - - - Hey . A - tIi IEiEIMPORTANT iNL°"'E ENGINEERED PRODUCTS. INC. WARNINV 4'SES AEGUIAE EXTREME CARE TC LL. 30.0 PSF REF R041--91971 G C o c G C SHALL NOT BE RESPONSIBLE FDA ANY IN HANDLING. ERECTION AND G C C DEVIATION FRO" THIS DESIGN 00 THESE SPECIFICATIONS, OR ANY BRACING. SEE MID-91 BY TPI. SEE THIS DESIGN TC DL 7.0 PSF DATE 0 1 /25/96 C C C C FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTBB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE C cm C C ALPINE CONNECTDRS APE MADE OF 20" DALY. STEEL MEETING AST" OUIREIENTS- UNLESS OTHERWISE INDICATED- TOP BC DL 10.0 PSF DRW HCUS M 96025520 C C C G 4446 GR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER BC LL 0.0O PSF H -EN60- c ALPIN C TRUSS AND UNLESS OTHERWISE LOCATED aN THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD B1 C C CONNECTORS PER DRAWINGS 130. 150 C 16DA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE TOT.LD. 47.0 PSF llillllbill ll'III INI al llllllCONFORMW/APPLICABLE PROVISIONS OF NOS C TPI. AH ENGINEER'S ALPINE TECHNICAL UPDATE 17/t/91N FOR PROPER 1 c II IIB11oTRUSSCSEALONTHISDRAWINGAPPLIESTOTHECOMPONENTDEPICTEDHEREDRYWALLAPPLICATION. FURNISH A COPY OF THIS J 5 1 DUR . FAC . 1.33 C IN DULY. AND SMALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRU55 ERECTION CONTRACTOR. HWaIICI• P. Flnn f " IRU55 PLATE INSTITUTE. NOS f991 NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION - :_-` SPACING 24 . 0 Job: (DATA--DB 0059.077 -BID- B S M CONSTRUCTION ' 1 I A4 HIPS13' T. . THIS DNS.-PREPARED.BY_THE. ALPINE JOB -DESIGNER • PROGRAM- FROM -TRUSS-MFR'S LAYOUT"' TOP CHORD 2x4 SP #2 Dense BOT CHORD 2x4 SP #2 Dense WEBS 2x4 SP f3 DEFLECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD. RECOMMENDED CAMBER 1/4" AT MIDSPAN BETWEEN BEARINGS. 3X6i 1 PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. (SBC) x UPLIFT (LB) : 570 570 c BRG.LOC (FT): 0.00 34.42 N TRUSS DESIGNED FOR 100 MPH WIND, 15.00 FT MEAN HEIGHT. WITH DEAD LOAD OF 5.0 PSF (TOP) AND 5.0 PSF (BOTTOM) . b. o - ENCLOSED OR FULLY OPEN BUILDING. THIS TRUSS MAY NOT BE LOCATED WITHIN A 8.50' END ZONE FROM EDGE OF THE ROOF. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. rn MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. o ro Ln Ln RT 13-0-0 8-11-0 ,_ 13-0-0 __, A1) 0 ' 34 ' 11 " _I OVER 2 SUPPORTS R-1641# W-6" R-1641# W-6" H PT YP-APN _ _ Se 6262 T- - Rev 7 u A - 7 IMPORTANT*M"LPIND ENGINEERED PRODUCTS. INC. WARNING'Ru`o REQUIRE EXTREME CARE TC LL 30.0 PSF REF R041--91972 C C C C C C SHALL NOT BE RESPONSIBLE FOR ANY IN HANDLING, ERECTION AND C C C C DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIS-01 BY TPI. SEE THIS DESIGN TC DL 7.0 PSF DATE 0 1 /25/96 C C C C FAILURE iD BUILD THE TRUSS IN CONFORMANCE WITH OSIBB BY TPI. FOR ADDIIIONAL SPECIAL PERMANENT BRACING RE C C C c ALPINE CONNECTORS Arc MADE OF ZOGA GALV. STEEL. MEETING AGIN OUIREMENTS. UNLESS OTHERWISE INDICATED, TOP BC DL 10.0 PSF DRW HCUSR041 96025521 C C C C A446 GR S EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SMALL BE LATERALLY BRACED WITH PROPER o AL P I NE C TRUSS APO UNLESS OTHERWISE LOCAIED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING, 007104 CHORD BC LL 0.0 PSF H -ENG ! p C CONNECTORS PER DRAWINGS 130. 150 L I"A-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE TOT.LD. 47.0 PSF IIIIIII IIIIIIIIII1IIIIYII IJIIIIICOIFORMM/APPLICABLE PROVISIONS OF NOS L TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE 17/I/91) FOR PROPER C BB IIZZt' oTRUSS C SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED MERE DRYWALL APPLICATION. FURNISH A COPY OF THIS J 1QQ6 DUR . FACi. 1.33 IN ONLY. AND SHALL NOT BE RELIED UPON IN ANY OTHER MAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. ;Walter P_Finn 4I-!E C C C C [ C •--IPI - - TRUSS PLATE IIISIITUTE. NOS - 1991 NATIONAL DESIGN SPECIFICATION FOR MOOD CUISTRUC110N L-' PA N 24 • 0 Job: IDATA--DB 0059.077 -BID- B 9 M CONSTRUCTION ' 1 I AS TOP CHORD 2x4 SP #2 Dense BOT CHORD 2x4 SP 02 Dense WEBS 2x4 SP 03 DEFLECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD. RECOMMENDED CAMBER 1/4" AT MIDSPAN BETWEEN BEARINGS. 3X6 THIS OWS. PREPARED. BY -THE. ALPINE• JOB- DESIGNER-PNUWiAM•hMUM-IKUbb PPM-3'LATUUI PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. (SBC) m UPLIFT (1-8) : 570 570 c BRG.LOC (FT): 0.00 34.42 En TRUSS DESIGNED FOR 100 MPH WIND. 15.00-FT MEAN HEIGHT. WITH DEAD LOAD OF 5.0 PSF (TOP) AND 5.0 PSF (BOTTOM). ENCLOSED OR FULLY OPEN BUILDING. THIS TRUSS MAY NOT BE LOCATED WITHIN A 8.50' END ZONE FROM EDGE OF THE ROOF. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. rn MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. 0 w 0 En w w A1) 0, 17-0-0 0-11r0 17-0-0 _I r 3X6 34'il" _I OVER 2 SUPPORTS R-1641# W-6" R-1641# W-6" P T TYP - ALPINE ± I- - - - Rev 7 3 SeA: 62 75 7 C C C C C C **IMPORTANT**1LPIME E14114EPIED PRODUCTS. INC. WARNING, 9 REQUIRE EXTREME CARE TC LL 30.0 PSF REF R04f--9f975 SHALL NOT BE RESPONSIBLE FDA ANY 1N w1NOlING, ERECT 1011 AND l= AR DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY SPACING. SEE NIB-91 BY TPI. SEE THIS DESIGN TC DL 7.0 PSF DATE 0 1/25/96 FAILURE TO BUILD THE TRUSS iN C@FORMANLE WITH OSTBB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE C ALPINE CONNECTORS AIE 140E OF 20GA GALV. STEEL MEETING ASTM OUIREHENTS. UNLESS OTHERWISE INDICATED. TOP BC DL 10•O PSF DRW HCMFID42 96025523C4446GRBEXCEPTASNOTED. APPLY CONECTORS 70 EACH FACE OF CHORD SHALL BE LATERALLY BRACED MIT" PROPERBC LL 0•O PSF H -ENGN 1 TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORDCONFORMWSPER CABLE PB 130. iS0 G TBOA-i. DESIGN NGINEER'S WITH PROPERLY ATTACHED RIGID CEILING -- SEETOT. LD. 47.O PSFCOINFORMM/APPLICABLE PROVISIONS OF IDS C TPI. AN ENGINEER'S ALPINE fECINICAL WDAtE 17/f/9f1 FOP PROPER COUR. FAC. 1 33oSEALONTHISOWINGAPPLIESTOTHECOMPONENTDEPICTEDHEREDRYWALLAPPLICATION. FURNISH A COPY OF THIS J ojQ` iIIIOPA.Y. AHD SMALL NOT BE RELIED "A IN ANY OTHER WAY. DESIWI TO THE TRUSS ERECTION CONTRACTOR. IWallCr P. Finn r L', r I C C C C C C •--IPI - IRUSS RATE INSTITUIE. NOS - 1991 NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION N'-'' SPACING 24. 0 Job: (DATA--OB 0059.077 -BID- B 6 M CONSTRUCTION - 1 / A5 HIPS15 TOP CHORD 2x4 SP 02 Dense BOT CHORD 2x4 SP 02 Dense 1 WEBS 2x4 SP f3 DEFLECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD. RECOMMENDED CAMBER 1/4" AT MIDSPAN BETWEEN BEARINGS. IN 38 ( M THIS OWS._PREPARED.BY-THE.ALPINE JCIB-DE5I5MR nrn-b LATUUI PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. (SBC) UPLIFT (LB) : 570 570 BRG.LOC (FT): 0.00 34.42 N TRUSS DESIGNED FOR 100 MPH WIND, 15.00 FT MEAN HEIGHT. WITH DEAD LOAD OF 5.0 PSF (TOP) AND 5.0 PSF (BOTTOM) . ENCLOSED OR FULLY OPEN BUILDING. THIS TRUSS MAY NOT BE LOCATED WITHIN A B.50' END ZONE FROM EDGE OF THE ROOF. A RIGID CEILING OR•CONTINUOUS LATERAL BRACING AT 24" O.C. CD MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. 0 Iu Ln Ln n, N 15-0-0 4-11-0 15-0-0 34'11" _I OVER 2 SUPPORTS R-16410 W-6" R-1641# W-6" P T TYP - ALPINE - _ _ Rev 7 SCA: 6z 69 7 IMPORTANT **ALPINE ENGINEERED PRODUCTS. INC. WARNINGTRuSSES IEOUIRE EXTREME CARE TC LL 30.0 PSF REF R041--91973 cm C G SHALL NOT BE RESPONSIBLE FDA ANY IN HANDLING. ERECTION AND C= ATRUSS DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, CA ANY BRACING. SEE NIB-9I BY TPI. SEE THIS DESIGN TC DL 7 . 0 PSF DATE 0 1 /25/96 C= E FAILURE TO BUILD THE THNSS IN CONFORNANiE WITH OSTBB BY TPi. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE C= ALPINE CONNECTORS ARE MADE OP 20BA GALV. STEEL MEETING ASIN OUIREHENIS. UNLESS OTHERWISE INDICATED. TOP BC DL 10.0 PSF ORW NCUSR041 96025522 AU6 GR B EXCEPT AS NOTED. APPLY CONECTORS TO EACH FACE OF CHORD SMALL BE LATERALLY BRACED MIT" PROPER TRUSS AND UNLESS OTHE401SE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTDN CHORD BC LL 0.0 PSF H -ENG O CONNECTORS M/ PER DRAWINGS HIS !SOS l60A-F. DESIGN STANDARDS WITH E TECHNICAL ATTACHED UPDAT RIGID 91) OR -- SEE TOT. LD. 47.0 PSF IIIYII IjIIIIIIIIIIIIIIYIIQII IIIICOIIFORNM/lPPL1CABLE PROVISIONS OF f0S S TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE 17/T/9T) FOR PROPER 1 ff 1'BII BB BB 33 o SEAL ON 7H15 DRAMIHG APPLIES TO TIE COHPOI1ENi DEPICTED HERE Dnr,: APPLICATION. FURNISH A COPY OF THIS U J I9Y6 DUR.FAC. 1.33INOILY. AND SHALL NOT BE RELIED UPON IN ANY OTHER MAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. IWa11Crr P. Finn FL•` r 1 0 0 0 o c c ,__Ipl . tRuss PLATE INSTITUTE. IDS 199! IuilONAU DESIGN SPECIFICATION FOR MOOD CONSTRUCTION SPACING 24.0 0059.077 -BID- B 9 M CONSTRUCTION ' ) / A7 CONN - _ .----THIS DWG...PREPARED-BY-THE-ALPINE•JUB•UtS1GNtN•PHUGNAPI-rWUFPINU55 nrn s TOP CHORD 2x4 SP #2 Dense BOT CHORD 2x4 SP #2 Dense WEBS 2x4 SP 03 DEFLECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD. RECOMMENDED CAMBER 1/4" AT MIDSPAN BETWEEN BEARINGS. 3X6 PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. (SBC) x UPLIFT (LB) : 570 570 c BRG . LOC (FT): 0.00 34.42 En TRUSS DESIGNED FOR 100 MPH WIND, 15.00 FT MEAN HEIGHT. n WITH DEAD LOAD OF 5.0 PSF (TOP) AND 5.0 PSF (BOTTOM) 0 ENCLOSED OR FULLY OPEN BUILDING. THIS TRUSS MAY NOT BE LOCATED WITHIN A 8.50' END ZONE FROM EDGE OF THE ROOF. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" D.C. m MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. 0 n,T Ln Ln IV Is 17-5-8 17-5-8 34'11" - OVER 2 SUPPORTS R-1641# W=6" R-1641# W=6" P T TYP - ALPINE QFSTGN CRTT TPI OTY 17 PLTFS- TOTAL- - - Hey i s -A - t1 i IMPORTANT **ALPINE ENGINEERED PRODUICTS. INC. WARNINGf±RUSSE9 REQUIRE EKTREHE CARE TC LL 30.0 PSF REF R041--91977 SMALL HOT BE RESPONSIBLE FOR ANY IN HANDLING, ERECTION AND c o E=) o DEVIATION FROM THIS DESIGN DR THESE SPECIFICATIONS, OR ANY BRACING. SEE MI8-91 BY TPI. SEE THIS DESIGN TC DL 7.0 PSF DATE 0 1 /25/96 O C c C FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH DSTBB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE G C C C ALPINE COIIIECTORS APE MADE OF 20" DALY. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED, TOP BC DL 10.0 PSF ORW MCUSA041 96025524 0 o C C A446 OR B EKCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHUORD SMALL BE LATERALLY SPACED WITH PROPER BC LL 0.0 PSF H -ENO NL o ALPINE C TRUSS AID UNILESS OTHERWISE LOCATED ON THI9 DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD C C CONNECTORS PER DRAWINGS 130. ISO L 160A-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE TOT.LD. 47.0 PSF III IIIjIIIIIIIIIjI I llUlllllCONFORMM/PPLICABLE PROVISIONS OF NOS C TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE 17/f/911 FOR PROPERoTRUSSCSEALaNTN15DRAWINGAPPLIESTOTHECOMPONENTDEPICTEDHEREDRYWALLAPPLICATION. FUINISM A COPY of THIS 5 1-91Q6 OUR. 1.33 C IN UNA.Y. AIM SHALL NOT BE PELIED UPON IN ANY OTHER MAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. HWaller P-_Fin !TE '• 1 C G C C C G A--TPI - TRUSS PLATE INSTITUTE. NOS - 1991 NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION ' a_. PA NG 24 • 0 K• Job: IOATA--DO 0059.077 -BID- B 9 M CONSTRUCTION - ) / AB CONK THIS DWG... PREPkRED BY._THE_ALPINE -JOB -DESIGNER• PROGRAM -FROM -TRUSS MFR'S LAYOUT _,_ TOP CHORD 2x4 SP #2 Dense BOT CHORD 2x4 SP #2 Dense WEBS 2x4 SP #3 Lt Wedge 2x4 SP #3::Rt Wedge 2x4 SP #3: DEFLECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD. RECOMMENDED CAMBER 1/4" AT MIDSPAN BETWEEN BEARINGS. 1 H 3X6 34'3" PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. (SBC) x UPLIFT (LB): 570 570 r_ BRG.LOC (FT) : 0.33 34.08 1n TRUSS DESIGNED FOR 100 MPH WIND, 15.00 FT MEAN HEIGHT, D' WITH DEAD LOAD OF 5.0 PSF (TOP) AND 5.0 PSF (BOTTOM) . ENCLOSED OR FULLY OPEN BUILDING. THIS TRUSS MAY NOT BE LOCATED WITHIN A B.50' END ZONE FROM EDGE OF THE ROOF. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. rn MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. 0 nT 0 Ln IL1 LIT 17-5-8 17-5-8 34' 11" _ I OVER 2 SUPPORTS R=1641# W=6" Ra1641# W-6" TYP.- ALPINE QFSTGN CRTT TPI OTY- - - - My if.juo bLALL- V. 1010 IMPORTANT**ILPINE ENGINEERED PROOHHCTS-INC. WARNINGIRUSfES REDOIRE EXTREME `ARE TC LL 30.0 PSF REF R041--9197B l c o l o l SHALL NOT BE RESPONSIBLE FOR ANY IN HANDLING. ERECTION AND C= o H= o DEVIATION FAM THIS DESIGN OR THESE SPECIFICATIONS, DR ANY BRACING. SEE NIB-Bf BY TPI. SEE THIS DESIGN TC DL 7.0 PSF DATE 0 1 /25/96 G G C C FAILURE TD BUILD THE TRUSS IN CONFORMANCE WITH OSTBB BY TPI. FOR ADDITIONAL SPECIAL PERMAIENT BRACING RE o I= c c ALPINE CONNECTORS ARE MADE 0/ 200A GALV. STEEL MEETING ASTM WIREMENTS. UNLESS OTHERWISE INDICATED. TOP BC DL 10.0 PSF DRW HCUSR041 96 25525 G C o I A44S GA B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SMALL BE LATERALLY BRACED WITH PROPER BC LL 0.0 PSF H -ENG c ALPINE TRUSS AND LNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD C C CONNECTORS PER DRAWINGS VIS 150 C NSOA-F. DESIGN STANDARDS WITH E TECHNICAL ATTACHED RIGID GELLING -- SEE TOT.LD. 47 . 0 PSF III IIIjIIIII II IIIIY IlII IIIICONFORMW/APPLICABLE PROVISION! OF NOS G TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE 17/f/91H FOR PROPER I S. G TRUSS G SEAL ON THIS DRAWING APPLIES TO THE COMMENT DEPICTED HERE ORYWUL APPLICATION. FURNISH A COPY Hu THIS J 1996 DUR.FACi. 1.33 1N ON.V. AND SHALL NOT BE RELIED WON IN AN/ OTHER MAY. DESIGN TO TIE TRUSS ERECTION CONTRACTOR. iWj P. FInnL _ E,` G G C C C e ..... a .. .-.,...r . ,ve, uAnwn nPCIr.W CPFrTFY[ATIeN FOR WOOD rMATAUCTIDNi SPACING 24 - U TA--D8 0059.077 -BID- 8 9 M CONSTRUCTION - ) I A9 DWS...PREPARED•BY_THE-ALPINE-JUtI-utSIbMtH'VMUbNAn-rPIUK-IKL>aa nrn a L^vuul TOP CHORD 2x4 SP 02 Dense BOT CHORD 2x4 SP #2 Dense WEBS 2x4 SP 03 Lt Wedge 2x4 SP #3::Rt Wedge 2x4 SP #3: DEFLECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD. RECOMMENDED CAMBER 1/4' AT MIDSPAN BETWEEN BEARINGS. 3X6I I PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. (SBC) UPLIFT (LB): 570 570 BRG.LOC (FT): 0.33 34.08 N TRUSS DESIGNED. FOR 100 MPH WIND, 15.00 FT MEAN HEIGHT, WITH DEAD LOAD OF 5.0 PSF (TOP) AND 5.0 PSF (BOTTOM) . ENCLOSED OR FULLY OPEN BUILDING. THIS TRUSS MAY NOT BE LOCATED,. WITHIN A 8.50' END ZONE FROM EDGE OF THE ROOF. to A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. m MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. 0 ru LII Ln ri m JAD 17-0-0 0—,11ro 17-0-0 _ _ 1 A1) fie ' 3X4 I 34'11" — OVER 2 SUPPORTS R-1641# W-6" R-1641# W=6" 279 PT TYP-API 1 _ _ Se 62 Rev 17.3u6 S .1 7A - 0 0 0 0 0 0 **IMPORTANT*WLPINE EN61NEERED PRppNCTS- INC. InIARNING'RUSSES REQUIRE EX74EME CARE TC LL 30.0 PSF REF R041--91980 SHALL NOT BE RESPONSIBLE FOR ANY IN HANDLING. ERECTION AND 0 0 0 o DEVIATION FRDN THIS DESIGN DR IKSE SPECIFICATIONS. DR ANY BRACING. SEE HIS-91 BY TPI. SEE THIS DESIGN TC DL 7.0 PSF DATE 0 1 /25/96 0 0 0 o FAILURE 70 BUILD THE 7RUSSS IN CONFORMANCE Ott" OS799 BY TPI- FOR ADDITIONAL SPECIAL PERMANENT BRACING RE 0 o c o ALPINE CmmECTORS ARE MADE OF 206A 6ALV. STEEL MEETING ASIW QUtREMENTS. UNLESS OTHERWISE INDICATED- TOP BC DL 10.0 PSF DRW HMA041 96025526 C o 0 o A446 6R B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER BC LL 0 • 0 PSF H -ENG o ALPINE C TRUSS AND (MESS OTHERWISE LOCATED ON THIS DESISK POSITION LY ATTACHED PLYWOOD SMEAINING. BOTTOM CHORD I' 0 o CONNECtONS PER DRAWINGS 130. ISO C I60A-F. DESIGN STANDARDS WITH PNOPEHLI ATTACHED RIGID CEILING -- SEE TOT.LD. 47.0 PSF III III IIIIIIIII III IiIMI II IIIICONFOMW/APPLICABLE PROVISIONS OF NOS S TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE 17/I/911 FOR PROPER I,UII 'tltltltltll'' InloTRUSSoSEALONTHISDRAWINGAPPLIESTOTHECOMPONENTDEPICTEDHEREDRYWALLAPPLICATION. FUMISH A COPY OF THIS J 5 16 DUR . FAC . 1.33oINOILY. AHD SHALL IDt BE RELIED UPON IN ANY OTHER WAY. DESIGN f0 THE TRUSS ELECTION CONiPACTdi. WaIIe P. FlnnM. 0 0 0 0 0 0 ---IPI - IR1SS PLATE INSTITUTE, NOS - 1991 MA71ONAL DESIGN SPECIFICATION FOR WOOD CONSTRICTION 1 '• SPA N 24 0 Job: (DATA--OB 0059.077 -BID- B C M CONSTRUCTION ' ) / ASO HIPS15_ _._._ TOP CHORD 2x4 SP #2 Dense BOT CHORD 2x4 SP #2 Dense WEBS-2x4 SP #3 Lt wedge 2x4 SP #3::Rt Wedge 2x4 SP #3: DEFLECTION CRITERIA IS L/360•LIVE AND L/240 TOTAL LOAD. RECOMMENDED CAMBER 1/4" AT MIDSPAN BETWEEN BEARINGS. I 3X6 34'3" THIS DNS. _PREPARED.B7—]Ht•ALVINt-JUtl-UrbiblICK-muumP1'rmum- rnuao Prrn o t.ATuur PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. (SBC) UPLIFT (LB): 580 580 BRG.LOC (FT): 0.33 34.08 N TRUSS DESIGNED FOR 100 MPH WIND. 15.00 FT MEAN HEIGHT, WITH DEAD LOAD OF 5.0 PSF (TOP) AND 5.0 PSF (BOTTOM) . ENCLOSED OR FULLY OPEN BUILDING. THIS TRUSS MAY NOT BE LOCATED ", WITHIN A 8.50' END ZONE FROM EDGE OF THE ROOF. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. rn MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. 0 ru DI to ti v A1) 48' r_ 15-0-0 4=11-0 15-0-0 f 34*11" _I OVER 2 SUPPORTS R-16410 W-6" R-1641# W=6' P T T P- ALPINE QFSIGN CRIT TPI OTY - - I TOTAL- - - H v i u n - U. I / 0 0 0 0 0 0 **IMPORTANT *)(ALPIIE ENGINEERED PRODUCTS. INC. WARNING'q sE9 REOUIgE ERTgEME CARE TC LL 30.0 PSF REF R041 C ATRUSS 0 0 0 = 0 C SMALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESTGN OR i,ESESPECIFICATIONS. DR ANY FAILINE TO BUILD 1NE TRUSS IN CONFORMANLENITN0lTBBBV TP1. ALPINE CONNECTORS AI! MADE OF 206A GALV. ST[fL MELTING ASiM AAA6 LR B EKCEPT AS NOTED. APPLY CON/ECTORS TO EACH FACE Di ANDuILES3OTMEIINISELOCATEDaNTHIS DESIGN, POSIIION CON/ECTpRSPER pur1NG5 f?p.fSO:I60A.F. DESIGN STANDARDS ENCINEER'S SEAL ON iM15 piANIrD APPLIES i0 irE COMPONENT DEPICTED HERE L1 dlV, AID 514LL NOi BE RELIED UPOrI IN ANY OTHER MAT. IN HANDLING. ERECTION AND BRACING.SEENIB-Bf BT iP[. SEE THIS DESIG1r Fp1 AOO1TIOr4L SPECIAL PERMAIAE117 BRACING RE GUIRlMENTS. UKlSS DTI£RMISE INDSCATE0.TOP CHORD SHALL OE LAtERALLT BRACED NITN PROPERolRusSlYATTACIED0.TNooDSNEATNIID.BDTiDM CHORDBC N1TN PROPE0.V ATTACHED RIGID [E7lING -- SEETOT.LD. 4LPIIE iECINICAL UPDAfE 17/1/9f1 i0R PROPERMQjcDRYWALLAPPLICATION. FURNISH A COPE of THIS DESIGN TO THE TRUSS ERECTION CONTRACTOR. 5 l f . iWaIIer P. FI11D F TC DL 7.O PSF BC DL 10•0PSF LL 0.0PSF 47.0PSFCOt+TORNN/APPLICIBIEPROVISI0r4OFNDSSiPI.AN 91984 DATE 0i/25/96 DRW HCIISRo4f9025527 H-ENG 1 4 DUR.FAC. 1.33 r SPACING 24 • 0tPi - tRU55 PLATE IrAT1TutE. NOS ' 1991 NATIONAL DESIGN SPECIFICATION FOR MOOD CONSTRUCTION r Job: (DATA--OB 0059.077 -BID- B 9 M CONSTRUCTION ' 1 L Ai! HIPS13-_ '. TOP CHORD 2x4 SP #2 Dense BOT CHORD 2x4 SP 02 Dense WEBS 2x4 SP #3 Lt Wedge 2x4 SP 113:: Rt Wedge 2x4 SP #3: DEFLECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD. RECOMMENDED CAMBER 1/4" AT MIDSPAN BETWEEN BEARINGS. I f 3X6 34'3" THIS ONG.-PREPARED..BY THE -ALPINE -JOB -DESIGNER -PROGRAM -FROM -TRUSS MFR'S'LAYOUT "- PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. (SBC) UPLIFT (LB) : 580 580 a BRG . LOC (FT) : 0.33 34.08 In TRUSS DESIGNED FOR 100 MPH WIND, 15.00 FT MEAN HEIGHT. n WITH DEAD LOAD OF 5.0 PSF (TOP) AND 5.0 PSF (BOTTOM). ENCLOSED OR FULLY OPEN BUILDING. THIS TRUSS MAY NOT BE LOCATED WITHIN A 8.50' END ZONE FROM EDGE OF THE ROOF. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. rn MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. 0 1U III T71 11.1 m A1) 0 ' 13-0-0 B-11-0 13-0-0 34'11" — OVER 2 SUPPORTS R-1641# W-6" R-164111 W-6" P T T P- ALPINE DE GN CRTT TPT OTY I PLIES- - - - HeyhLALln - / IMPORTANT**ALPINE ENGINEERED °"°DUCT' INC. WARNIN(;,: E9 REQUIRE EXTREME CARE TC LL 30.0 PSF REF R041--91987 C C C C C [ SMALL NOT BE RESPONSIBLE FOUR ANY IN HANDLING, ERECTION AND CAn DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN TC DL 7.0 PSF DATE 0 1 /25/96 C FAILURE 10 BUILD THE TRUSS IN COWORAHCE WITH OSTBB BY ?PI. FOR ADDITIONAL SPECIAL PERW,NENT BRACING RE .- C ALPINE CONNECTDRS ARE MADE OF 206A GALV. STEEL MEETtNB ASTM OUTA MENTS. UNLESS OTHERWISE INDICATED. TOP BC DL 10.0 PSF DRW HCiISR04f 9 025528 CA446 GR B EXCEPT AS NOTED. APPLY CONNECTORS 10 EACH FACE OF CHORD SMALL BE LATERALLY BRACED WITH PROPERBC LL 0•0 PSF H -ERG TRUSS AND L HLESS OT=ISE LOCATED ON THI9 DESIGML POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORDCONNECTORSPERDRAWIGS130. 150 G 1BOA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE TOT.LD. 47.0 PSFIIIIIIII IIIIIIIII IIII IIII (IIIICONFORMW/APPLICABLE PROVISIONS OF NOS S TPI. AN ENGINEER'S ALPIE TECHNICAL UPDATE 1711/91) FOR PROPE^ SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED MERE DRYWALL APPLICATION. FURNISH A COPY OF THIS CDUR.FAC. 1.3INOlaY. AND SMALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO TFE TRUSS ERECTION CONiRACTdR. HWalter P, FInn, w 1 C C C C C C ,--IPI - TRUSS PLATE INSTITUTE. NOS - 1991 NA11ONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION SPA N 24.0 Job: (DATA--OB 0059.077 -BID- B 6 M CONSTRUCTION - )_/, Al2.HIPS11 DMO-- PREPARED. BY-THE:ALPINE. JOB •DESIGNEWPRMHAM-FROR'IHLI55-PVN 5 LATwI TOP CHORD 2x4 SP 02 Dense BOT CHORD 2x4 SP #2 Dense WEBS 2x4 SP #3 Lt Wedge 2x4 SP #3:: Rt wedge' 2x4 SP #3: DEFLECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD. RECOMMENDED CAMBER 3/8' AT MIDSPAN BETWEEN BEARINGS. f 3X6 PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. (SBC) 0 UPLIFT (LB): 580 580 BRG.LOC (FT): 0.33 34.08 N TRUSS DESIGNED FOR 100 MPH WIND. 15.00 FT MEAN HEIGHT. WITH DEAD LOAD OF 5.0 PSF (TOP) AND 5.0 PSF (BOTTOM) . o ENCLOSED OR FULLY OPEN BUILDING. THIS TRUSS MAY NOT BE LOCATED WITHIN A 8.50' END ZONE FROM EDGE OF THE ROOF. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. o ry cn 0 N LD n. 34' 3" _ n 11-0-0 12-11-0 11-0-0 A1) 0 ' 34'11" --_ I OVER 2 SUPPORTS R-1641# W=6" R@1641# W=6" P T TYP - A P N - - Rev 7 SeA: 62 56 WIMPORTANT+ "`°'" ENGINEERED PRODUCTS. INC. WARNING'4USSES REQUIRE EXTREME `ARE TC LL 30.0 PSF REF R041--91990 p p p p p l= SMALL NOT BE RESPONSIBLE FOR ANY IN HANDLING. ERECTION AND pAR DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN TC _DL 7.0 PSF DATE 0 1 /25/96 p FAILURE TO BUILD THE TRI/5S IN CONFORMANCE W11H OSTBB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE p ALPINE CONNECTORS ARE MADE Of 200A GALV. STEEL NEVINS ASTH WIREKWS. UNLESS DTHERWISE INDICATED. TOP BC DL 10.0 PSF DRW HwsRo4 9so25529 pAAA6 OR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER BC LL 0.0 PSF H -ENGTRUSSANDUNLESSOTHERWISELOCATEDONTHISDESIGN. POSITION LY ATTACHED PLYWOOD SIEATNING. BOTTOM CHORD pCONNECTORS PER DRAWINGS 130. ISO C IBOA-F. DESIGN STANDARDS WITH PROPEPLY ATTACHED RIGID CEIL iNG -- SEE TOT.LD. 47. 0 PSFCONFORMW/APPLICABLE PROVISIONS OF NOS L TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE IT/I/9IH FOR PROPERoSEARONTHISDRANINGAPPLIESTOTHECOMPONENTDEPICTEDHEREDRYWALLAPPLICATION. FURNISH A COPY OF THIS J 19Qµ` DUR • FAC . 1 .33 IN ONLY. AID SHALL NOT BE PELTED UPON IN ANY OTHER WAY. DESIGN TD THE TRUSS ERECTION CONTRACTd1. Walter P. Fin .C, B p p p p p p ..-TPI ! 1im PLATE 1NSTITUIE. NOS - 1991 NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCIJOH i SPA NG 24 • 0 Job: (DATA--DB 0059.077 -BID- B 6 M CONSTRUCTION ' I I A13 HIPS9 _ _...THIS OWG...PREPARED.BY_THE=ALPINE- JOB- DESIGNER- PROGRAM- FROM -TRUSS -MFR'S LAYOUT - TOPTOP CHORD 2x4 SP #2 Dense BOT CHORD 2x4 SP #2 Dense ; WEBS 2x4 SP #3 Lt Wedge 2x4 SP #3::Rt Wedge 2x4 SP #3: DEFLECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD. RECOMMENDED CAMBER 3/8' AT MIDSPAN.BETWEEN BEARINGS. I 3X6 PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. (SBC) x UPLIFT (LB) : 580 580 BRG.LOC (FT): 0.33 34.08 N TRUSS DESIGNED FOR 100 MPH WIND. 15.00 FT -MEAN HEIGHT. WITH DEAD LOAD OF 5.0 PSF (TOP) AND 5.0 PSF (BOTTOM). o ENCLOSED OR FULLY OPEN BUILDING. THIS TRUSS MAY NOT BE LOCATED WITHIN A 4.50' END ZONE FROM EDGE OF THE ROOF. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. rn MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. o ro Ln Ln w o 34' 3" _h1 1 9-0-0 16-11-0 9-0-0 34'11" _ I OVER 2 SUPPORTS R-1641# W-6" R-1641# W-6" P T TYP - ALPINE - - - N v i A / IMPORTANT*WL"'HE ENGINEERED PRDD"OTS. '"`. WARNING," REWIRE EXTREME CARE TC LL 30.0 PSF REF R041--91992 p p p p p SMALL NOT BE RESPONSIBLE FOR ANY 1H HANDLING. ERECTION AND p p p p DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN TC DL 7.0 PSF DATE 01/25/96 p p p p FAILURE TO BUILD THE TRUSS 1N COW004ANCC WITH 05108 BY TP'. FNI ADDITIONAL SPECIAL PERMANENT BRACING RE p p p p ALPINE CONNECTORS APE MADE or 200A CALI. STEEL MEETIID ASTM GU'REMENTS. (BLESS OTHERWISE IfD1CATED. TOP BC DL 10.0 PSF DRW HCLISR041 96025530 p p p p A446 GA B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SMALL BE LATERALLY SPACED WITH PROPER BC LL 0.0 PSF H -ENG ;*- L 1 ALPIN C IRUSS uD UNLESS OTHERWISE LOCATED OII THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD C p CONNECIORS PER DRAWINGS 330. 150 G 160A-F. DESIGN STANDARDS WITH PIIDO FLY ATTACHED RIGID CEILING -- SEE TOT . LO. 47.0 PSF IIIIIII IlIIIIIIIII IIIIjIII llllllllCONFORMW/APPLICABLE NWISION6 OF NDS C TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE 17/1/9f1 FOR PROPER BB 99 Z p TRUSS p SEAL DH THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATIOM. FURNISH A COPY OF THIS i J § 1 DUR,FAC, 1.33 p III ONLY. AID SHALL NOT BC RELIED UPON IN ANY OTHER MAY. DESIGN TO THE TRUSS ERECTION CONTPACTOA.. 1Walter P. Finn, • 1 p p p p p p . .....-...... ... _ .... "....".. nratr" roenrleAnm, am MOOD calsilWHrnal --SPACING 24 .0 Job: (DATA--DB 0059.077 -BID- B 6 H CONSTRUCTION ' ).l_A14 HIF TOP CHORD 2x4 SP 02 Dense :T2. T3 2x6 SP 02 Dense: SOT CHORD 2x6 SP #2 Dense WEBS 2x4 SP #3 Y- _-THIS DWG... PREPARED. BY•- THE. ALPINE- JOB DESIGNER-PH05HAM-FHUM-IHU55-MFH-S LATwI PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. (SBC) UPLIFT (LB): 1280 1280 BRG.LOC (FT): 0.33 34.08 TRUSS DESIGNED FOR 100 MPH WIND, 15.00 FT MEAN HEIGHT. WITH DEAD LOAD OF 5.0 PSF (TOP) AND 5.0 PSF (BOTTOM) . ENCLOSED OR FULLY OPEN BUILDING. 01 HIP DESIGNED TO SUPPORT 07-00-00 JACKS WITH NO WEBS. i I 381 T2 3463" 2 Complete Trusses Required N NAILING SCHEDULE: Q6d-boxsails) c TOP CHORD: i ROW @ 12 o.c. BOT CHORD: 1 ROW @ 15" o.c. .. WEBS : 1 ROW @ 4" o.c. USE EOUAL SPACING BETWEEN ROWS AND STAGGER NAILS to IN EACH ROW TO AVOID SPLITTING. 1) 1/2"..bolts MAY BE USED FOR 4 Bd_boxsails ON c THE BOTTOM CHORD ONLY. ^' 0 DEFLECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD. L" w RECOMMENDED CAMBER 3/B" AT MIDSPAN BETWEEN BEARINGS. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. 7-0-0 20-11-0 7-0-0 34' 11" - OVER 2 SUPPORTS R-3519N W-6" R=3519# W-6" PT YP-WO - - Hv i U n - i IMPORTANT**1L1INE ENGINEERED PADDICTS, INC. WARNINV RUSSES IEOUIRE E`TRENE CARE TC LL 30. 0 PSF REF R041--91994 C C C [ O SMALL NOT BE RESPONSIBLE FOR ANY IN HANDLING, ERECTION AND C3ATRUSS DEYIA1ION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE HIS-91 BY TPI. SEE THIS DESIGN TC DL 7.0 PSF DATE 0 1 /25/96 O FAILURE TO BUILD THE TRW IN CONFORMANCE NITH OSTBB BY TPI. FOR ADDITIONAL SPECIAL PEAMA ENT BRACING RE — C ALPIIE COHNECTDRS APE MADE OF i06A GALY. STEEL WEETIN13 ASTN 9UIIEHENTS. WLESS OTHERWISE INDICATED, TOP BC DL 10.0 PSF DRW HCUSR041 96025531 A446 6R B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CMORD SHALL BE LATERALLY BRACED WITH PROPER BC LL 0.0 PSF H -ENG ':- o TITUSS UD UILESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CH04D C CONNECTORS PER DRAWINGS 13D. 150 G 16DA-F, DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE LD OT.LD. 47.0 PSF IIIUIII IIIIIIIII IIIIIIIIIIIIIIo COHFOPW W/APPLICABLE PROVISIONS of IDs G iP1. AH ENGINEER'S AIPIHE TECN41Cu UPDATE 17/1/91) FOR PROPERSEALONTHISOWINGAPPLIESTOTHECOHPOHENiDEPICTEDMEREDRYWALLAPPLICATION. FIIHISN A COPY OF THIS I 5 1 UR . FAC. 1 3 3 III OA.Y. AND SMALL NOT BE PELIED UPON IN ANY OTHER NAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. HWa(ICr P, Flnn vt 1 C 1m C C C [ .--IPI - TRUSS PLATE INSTITUTE. IDS - 1991 NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION `— SPACING SEE ABOVE TOP CHORD 2X4 SO. PINE 12 N, EXCEPT AS SHOWN («+•) BOT CHORD 2X4 SO. PINE 12 N WEBS 2X4 SO. PINE 13 PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. UPLIFT : 3509 20011 BRG LOC: UPLIFT BASED ON*10.0 PSF TOTAL DEAD LOAD. WIND SPEED=110 MPH. MEAN HGT=17.5 FT. ENCLOSED. (SBC) WIND ANALYSIS ALSO COMPLIES WITH SOUTH FLORIDA BUILDING CODE FOR 120 MPH AND 30.9 FT. MEAN HEIGHT. PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. UPLIFT : 5801 4301 BRG LOC: UPLIFT BASED ON+10.0 PSF TOTAL DEAD LOAD. WIND SPEED-128 MPH. .11ERN HGT-22.6 FT. ENCLOSED. (SBC) WINO ANALYSIS ALSO COMPLIES WITH SOUTH FLORIDA BUILDING CODE FOR 128 MPH AND 30.0 FT. MEAN HEIGHT. HIPJACK TOP CHORD LUMBER GRADE («««) MAX. NORMAL MAX. HIPJACK SOFFIT WEIGHT OVERHANG LENGTH OVERHANG LENGTH 2 PSF 10 PSF 0-08-08 1-06-00 1-09-00 1-09-00 2-00-00 0-00-00 2-01-07 2-05-11 2-05-11 2-09-15 112 N N2 N N2 Y1 112 N N2 N 02 DENSE 1 N 111 DENSE 2T12C 1'5X4 ALPINE OR 4.60 23 WOODLOC «« 2X7 ALPINE OR 27 WOODLOC 2) 160 TOENAILS. f! (3) IGQ TOENAILS. OPTIONAL OVERHANG OR on, TRULOX WITH 4 NAILS AS PER DRAWING 1. 158, 989/R. OR 3X4 ALPINE SIMPSON THJA26 OR MAY BE USED 25 WOODLOC I 9-10-13 OVER-2 SUPPORTS R=652N W= 3.50" HIPJACK PLT. TYP.—RLPINE OR 0 o p o 0 0 p G [ p C= p C G 0 o c p o pRLPIN o 0 o TRUSS o c p p o 0 0 WOOOLOC FURNISH A COPY ALPINE, tiiODIKt- IMPORTANT**MLL NO, iWDNLSFA ANY KVIMIDN /101% THIS DISKGN OR THESE SPECIFICATIONS- OR ANY FAILURE TO ODILD THE INUSS IN CONFORMNCI HITH 021/0 SY 'FT ALINE COHNIC10R6 ARE AMR OF RICH MV. STEEL n(KI M. A$10 At7$ 91 A EXCEPT AS 110 0. APPLY CONKGIORM TO EACH FACE 01 ItWS AND WILESS OTKRMISI LOCAI9D ON MIS DtSIQL POSITION CONDIC10lt tilt DIRIING$ 111. 130 ISDA-F. KSICN S1ANDARDS CONFOIN N/ RP LICAKE PROVISIONS DI Not 11P1. AN [HGINEEA'1 SEAL ON THIS DRAWING APPLIES 10 INS COAPOHIMT KPICIID Nttt IN ONLY. AND $HALL NOT M[ AILIED UPON IN ANY OIN[I MAY- 1 1 • fRV1S PATE IN$llfull. NO$ , NAl1ONAL 0[tICN I 2X4 ALPINE OR 24 WOODLOC II.-- 3/ 4' 2.5X4 ALPINE DR 25 WOODLOC 2' T' A 1111 HIP TRUSS ; 7' 3 5' J2 r I 3' J 1 FZ1 2 J3 L14 IJ4 J4 I 4•««« 3' 5'—«I II 7' 11 M2' -• I II 1' TYP. t$ OPTIONAL VERTICAL WEB. USE ALPINE 1X3 OR WOODLOC 13 AT BOTTOM OF VERTICAL. USE ALPINE 3X4 OR WOODLOC 26 AT TOP OF VERTICAL AND DOUBLE DIAGONAL WEB. 6.50 2X4 ALPINE OR 24 WOODLOC I--• 3' ---•- 1 1' RL463r WL 3.50• OF THIS DESIGN TO ERECTION CONT 11ut$ES A QUIRE [%TREK CART JRRN INGINHANALING. [SECTION AND uRcluc. get Nu -a $I IPI. sit 1NIS 06616H FOR ADDITIONAL UttlAl rEMMNIMT munt, 1t OUIRIKNIS, Mitt$ 01N[SNTIt INDICATED. TN W.a CHORD $MALL Of LATERALLY M ACED 11110 PROPER 1 LY SItACKD KYWOOO SNLAINING. 90910A CMORO s 111111 POOKILY MUMS 11610 CEILING " $IE PFC ALPINE TECHNICALOmitCT/1/111 FOR Room DRYWALL APPLICATION. / YRNISol A COPY 0/ toll$ DESIGN TD 1K 1111011 [S[C1loN caolTRAcia. TOR END AND CORNER JACKS DESIGN CRIT: TPI REF TC LL 30.0 PSF DATE 10/5/94 TC OL 7 OR 15 PSF DRUG 868, 187 BC OL 10.0 PSF HC-ENG LRH TOT. LD. 47 OR 55PSF O/A LEN. OUR .FAC. 1. 33 SPAC 1 NG SEE • ABOVE' TYPE 7' SE T BA PAGE 31 Job: (DATA --DO 0059.077 -BID- B 6 M CONSTRUCTION ' 1 / OF17 CSET' TOP CHORD 2x4 SP #12 Dense BOT CHORD 2x4 SP 02 Dense WEBS 2x4 SP 03 DEFLECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD. A RIGID CEILING OR CONTINUOUS -LATERAL BRACING AT 24' O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. PROVIDE (3) 16D TOE -NAILS AT TOP CHORD. PROVIDE (3) 16D TOE -NAILS AT BOTTOM CHORD. 2X4 (A 3 12 w vr_m J awrrvn "i R-379#E W-8 W 8 THIS DWG. -.PREPARED. BY_ THE. ALPINE JOB DESIGNER•PADGRAM•rNUH' IHI>s'nrn sLAYUUI PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. (SBC) x UPLIFT (LB) : 200 r_ BRG.LOC (FT): 0.00 LO TRUSS DESIGNED FOR 100 MPH WIND, 15.00 FT MEAN HEIGHT, WITH DEAD LOAD OF 5.0 PSF (TOP) AND 5.0 PSF (BOTTOM). ENCLOSED OR FULLY OPEN BUILDING. . THIS HIPJACK IS DESIGNED TO SUPPORT A CORNER SET WITH 07-00-00 SETBACK. CORNER JACKS HAVE NO WEBS. rn o w In Ir w N PT TYP-APN - - Hv i A IMPORTANT**"LPINE ENGINEERED PRODUCTS' INC. WARNINGIRUSSES REOUIHW EXTREME CARE TC LL 30.0 PSF REF R041--91998 p p p p p O SMALL NOT BE RESPONSIBLE FOR ANY IN HANDLING. ERECTION AND pARC= DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIB-91 BY TP1. SEE THIS DESIGN TC DL 7.O PSF DATE 01/25/96 p FA(LOPE 1D BUILD iNE iAUSS IN COKORNANCE WIM OSTBB BY lvT. FOR ADDI710NYL SPECIAL PERIW{NT BRACING REALPINECUINECTDRSAREMADEOF200AOALY. STEEL MEETING ASIR OUIREHENTS. UNLESS OTHERWISE INDICATED. TOPBC DL 0•O PSF DRW HL11SRo41 9602 632 p A4N6 FIR B EXCEPT AS NOTED. APPLY COMECTORS TO EACH FACE OF CHORD SMALL BE LATERALLY BRACED NIT" PROPER BC LL 0•O PSF H -ENGTRUSSANDULESSOTHERWISELOCATEDONTH19DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD p CONNECTORS PER DRAWINGS 230. 150 C 1SOA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED 01910 CEILIHO -- SEE TOT.LD. 47•O PSF CaNFOM N/APPLIC BLE PROVISIONS OF NOS L TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE 17/1/92) FOR PROPER ,IJAW- SEAL 011 THIS DRAWING APPLIES TO THE COMPONENT DEPICTED DRYWALL APPLICATION. FURNISH A COPY OF THIS 9y6 DUR , FAC , 1 . 3 3 IN OILY, AND SHALL HOT BE RELIED UPON IN ANY OTIEA MAY. DESIGN TO TIE TNUSS ERECTION CDNTPACTOR. NWaIIC P. Finn,. FE 1 l p p p p p .._UPI IW55 PLATE INSTITUTE. NOS - 1991 RATIONAL DESIGN SPECIFICATION FDA WOOD COINSIAUCTIdI SEE ABOVE Job: (DATA--DB 0059.077 -BID- B 9 M CONSTRUCTION ' ) /. OFIS EJAK TOP CHORD 2x4 SP M2 Dense BOT CHORD 2x4 SP #2 Dense WEBS 2x4 SP d2 Dense DEFLECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD. 2X4 (A f T 3'15 R-234# W-i"B THIS DWG... PREPARED. BY -THE -ALPINE -JOB -DESIGNER -PROGRAM -FROM- TRUSS -MFR'S-L•I PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. (SBC) UPLIFT (LB) : 200 BRG . LOC (FT) : 0.00 TRUSS DESIGNED FOR 100 MPH WIND, 15.00 FT MEAN HEIGHT. WITH DEAD LOAD OF 5.0 PSF (TOP) AND 5.0 PSF (BOTTOM). ENCLOSED OR FULLY OPEN BUILDING. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. PROVIDE ( 3 ) 16d TOE -NAILS AT TOP CHORD. PROVIDE ( 2 ) 16d TOE -NAILS AT BOTTOM CHORD. 10'4'4 Ind n fV 8' U1/Cn J aurrvn 1 a R-3430 W-6" R-Blf W-i"B Se 6229 24PTTYP-APN - - TOTAL- - - Rev 7 A - IMPORTANT+"rlrE ENGINEERED PROpIfCT4, INC. WARNING,--.- REOVt EXTREME cAne TC LL 30.0 PSF REF R041 1.33 S c c N 0 a 0 rn 0 w Ln Ln W W p C p C p p C pALrINEcofNEctoR!AR! pAAA6 p ARC= SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION IRONiN14 DESIGNORiIESESPECIf1CATI0N4, OR ANYBRACING. FAILURE 10 BUILD THE iAISS IN COrsORwNCE ,1TN04TBB BV Trl. woeofzoBADALv.sttttNeEltwAstNOUIRENENtS.IKtssDTNtRMISE GR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACN fACE OF tRU54 AND UxESS OTTER"[!iE LOCATED ON TNT! DESIGN. POlITION CONNECFORSPEADRA,INGSf10.f90G160A-F. DESIGN STANDANDS MFAPPLI[ABLE PNDVISION! OF NOS G TPI. AN ENDINEER'S SEAL ON THIS DRARING APPLIES iD THE COMPONENT DEPICTED HERE IN wNOIING, ERECTION ANDSEEN1B-91 BY TPI. SEE INIS DESIGNTCDL7.O FOR ADDiTI01YL SPfClAL PERwNEl1t BRACING RE IIDICATE4 TOPBC CIIDRD SHALL BE LITERALLY BRACED NI1N PROPER LT AiIApED PLYNDOD 51EATN116, BOTTOM CNORDpITNpiOPERLYAITACIEDRIGlDCEILINGSFETOT. ALPIIE TECIfJICAL UPDATE 17/1/°fl FOR PROPER1 DRYWALL APPLICATION. FUINISN A COPY OF INIS1 J jgg6 PSF DL 10.0PSFDRW BC LL 00 PSF LD. 47.0PSFCONfORN 91999 DATE 0!/25/96 HC11SR04f96025533 H- ENG Y'L- OUR. FAC .