The URL can be used to link to this page

3803 Orlando Dr - BC02-002276 (WALGREENS- NEW CONSTRUCTION) DOCUMENTSPERMIT ADDRESS i CONTRACTOR ADDRESS G 4to n7l PHONE NUMBER _ PROPERTY OWNER ADDRESS 107 eokAfW 574(4y- PHONE NUMBER ELECTRICAL CONTRACTOR MECHANICAL CONTRACTOR 1 PLUMBING CONTRACTOR MISCELLANEOUS CONTRACTOR PERMIT NUMBER FEE MISCELLANEOUS CONTRACTOR PERMIT NUMBER FEE I r ; r . SUBDIVISION PERMIT # - 22 DATE 412(0162 PERMIT DESCRIPTIONAKIA PERMIT VALUATION SQUARE FOOTAGE yv G ty ch En I FEMA REC'd SLAB REC'd INSPECTOR REQUEST FOR FINAL INSPECTION CERTIFICATE OF OCCUPANCY/COMPLETION NEW COMMERCIAL BUILDING**** DATE O3 PERMIT # Q 5 ADDRESS PROJECT `9 CONTRACTOR { C&t Z. N ,C&-,„-, (.,`. The Building Division has received a request for a final inspection and a Certificate of Occupancy for the above referenced address. We would appreciate a final inspection of the site by your department. Approval by your department would result in a granting a C.O. for the address. If you have any issues that the contractor will need to address, please submit a statement for denial of C.O. or a conditional agreement to be attached to the C.O. Thank you for vour cooueration. Engineerin Public Works Zoninq Utilities Licensing Conditions: (to be completed only if approval is conditional) FEMA REC'd_ SLAB REC'd INSPECTOR REQUEST FOR FINAL INSPECTION CERTIFICATE OF OCCUPANCY/COMPLETION NEW COMMERCIAL BUILDING**** DATE 1 C13 PERMIT # Q, ADDRESS_ PROJECT CONTRACTOR 1c. c •.._ " , The Building Division has received a request for a final inspection and aCertificateofOccupancyfortheabovereferencedaddress. We would appreciateafinalinspectionofthesitebyyourdepartment. Approval by your departmentwouldresultinagrantingaC.O. for the address. If you have any issues that the contractor will need to address, please submit a statement for denial of C.O. or aconditionalagreementtobeattachedtotheC.O. / Thank you for our ( CSYycooperation. I Engineerin l sl sPublicWorks02 .*A 0 Utilities Conditions: (to be completed only if approval is conditional) c FEMA REC'd____ SLAB REC'd INSPECTOR REQUEST FOR FINAL INSPECTION CERTIFICATE OF OCCUPANCY/COMPLETION NEW COMMERCIAL BUILDING**** DATE' •. ''. C13 PERMIT ## ADDRESS PROJECT-. CONTRACTOR The Building Division has received a request for a final inspection and a Certificate of Occupancy for the above referenced address. We would appreciate a final inspection of the site by your department. Approval by your department would result in a granting a C.O. for the address. If you have any issues that the, contractor will need to address, please submit a statement for denial of C.O. or a conditional agreement to be attached to the C.O. Thank you for your cooperation. Engineering Fire Public Works Zoning Utilities_ Licensinq Conditions: (to be completed only it approval is conditional) FEMA REC' d___ SLAB REC'd INSPECTOR REQUEST FOR FINAL INSPECTION CERTIFICATE OF OCCUPANCY/COMPLETION NEW COMMERCIAL BUILDING**** DATE L C PERMIT # Q) ADDRESS ^. 1 Cq•, • c:, . PROJECT CONTRACTOR_c ctiQo-, , C The Building Division has received a request for a final inspection and aCertificateofOccupancyfortheabovereferencedaddress. We would appreciateafinalinspectionofthesitebyyourdepartment. Approval by your departmentwouldresultinagrantingaC.O. for the address. If you have any issues that the contractor will need to address, please submit a statement for denial of C.O. or a conditional agreement to be attached to the C.O. Thank you for your cooperation. Engi Public Works Utilities Conditions: (to be completed only if approval is conditional) TA and TC Surveying 4/28/2003 5415 Lake Howell Road PMB 141 Winter Park, FL 32792-1088 Phone: 407-947-8533 Office/Fax: 407-681-2468 City of Sanford, Building Division P. O. Box 1788 Sanford, FL 32722-1788 RE: Walgreen's, Lot 1, southeast corner of Lake Mary Blvd. And 17-92, Store #6970. The finished floor elevation of the structure located at 3803 Orlando Ave, Sanford, FL; also described as Lot 1, Lake Mary Blvd./17-92 Commercial Subdivision, Plat Book 62, pages35-37, Seminole County meets or exceeds the requirements set forth in the City of Sanford Code Chapter 6, sec. 6-7(a). Sincerely, Thomas Little PSM #6107 aUILDING STREET A C' cITYT y_ PROOPPERT`y OESCRII GAKc BUILDING USE (e.g.. rf_ tATMUDFJLONGITU( flit . - aw - 00.00, pr FEDERAL EMERGENCY MANAGEMENT AGENCY NATIONAL FLOOD INSURANCE PROGRAM ELEVATION CERTIFICATE the SECTION A - np Apt.. unit. Suite, and/or Bldg. No.) OR lock urnbers. Tax Parcel Number. Legal Z!, i7 9Z F4oentlal. Addition, Accessory, etc. Use HORIZONTAL DATUM: L} NAD 1927 U MAD 1983 ns on pages 1 - T. R INFORMATION ROUTE AND BOX NO. STATE G fiption, etc.) A-.P7l1 veents secuori it necessary.) O.M.B. No. W87.0077 Expires July 31, 2002 For Insuranm da"flr use: SOURCE: L_I GPS (Type): LI vs0s Ouae Map LI Other: SECTION S - FL000 INSURANCE RATE MAP (FIRM) INFORMATION NUMBER L I DATF EFFECTIV VREVISED DATE ZONE S) (Zone AO, use depth of flooding: r411_74 ! rs r SGr yiP OL B10. Indicate the source of the Base Flood Elevation (BFE) date or base food depth entered In B9. 1_1 FIS Profile (j j FIRM 1_I Communitit Determined _j Other ('Describe): B i 1. Indicate the olgvati*K datum used for the BFE in 89, &J NOVO 1929 IJ NAVD 1988 I —I Other (Describe): 812. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? LJ Yes J&I No Designation Date: SECTION C - BUILDING SURVEY R C 1. Buildino elevations are based on: I_IConstn,ction Drawings' l_..leuilding Under Construction• JjFinished Construction A new Elevation Certificate will be required when consMetion of the building is Complete C2. Building Ciagram Number _L (Select the Wilding diagram most similar to the building for which this certficate is being completed - s pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) C3. Elevations — Zones Al -A30, AE. AH. A (with BFE), VE, V1-V30, V (with SFE), AR, AR/A, AR/AE. ARIA1-A30, AR/AH, AR/AO Complete Items C3a-i below according to the building diagram specified in Item C2. State the Oatum used. If the datum is different fromuIthedatumusedfortheBFEinSectionB, convert the datum to that used for the BFE. Show field measurements and datm conversioncalculation. Use the space provided or the Comnwnp area of Section D or Section G, as appropriate, to document the datum conversk Dytum Conversion/Comments .0 Elevation reference mark usedi /YI 3 _ Does the elevation refer nce mark used appear on the FIRM? J Yes L _J I O a) Top of bottom floor (including basement or enclosure) ft.(m) 1 , w 49 .0.,.. O b) Top of next higher floor _,/ A — ft.(m) r1- O C) Bottom of lowest horizontal structurai member (V Zones only) . _. ft•(m) "g c r f p d) Attached garage (lop of Bleb) 0 e) Lowest elevation of machinery and/or equipment w t (m) x servicing the building 4a 5h.(m) O f) Lowest adjacent grade (LAG) '^ 0 g) Highest adjacent grade (NAG) O h) No. of permanent openings (flood vents) within 1 ft. above adjacent grade :., t' •' O 0Total area of all permanent openings (flood vents) in C3h sq. In. (sq. cm) SECTION D -SURVEYOR, ENGINEER OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, of architeci authorized by law to Certify elevation information. t certifv that me information in Sections A. LA. and C on this certificate re0msent3 my best efforts to intetpmt the data available. x— a;~n itnmment under 78 U.S. Code, Section 1001. ii NUMCr.rc , t b0 39bd 0 N338:? :0 : V10SV8VS Information from SecOon A. I For Insurance Company use. CITY STATE ZIP cove 1 Company NA1C Number SECnON D • SURVEYOR, ENGINEER. OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certificate for (1) community omeial, (2) insurance agent/company, and (3) building owner. COMMENTS wit/ T<J 15/.ZP yc/ LUfLT' ,.c- T O'T.E" i' J P t°i'/Lc /t.-9T,C gP.l!/n A ajE 1 11,/F t- 1 .o•.,-n r'.1 r,/ Check SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO and ZONE A (WITHOUT BFE) For Zone AO and Zone A (without BFE), complete Items Ei through 63. If the Elevation Certificate is intended for use as supporting inlbrma6on for a LOMA or LOMR•F, Section C must be complered E 1. Building Diagram Number (Select the building diagram most similar to the building for which this certificate is being completed see pages a and 7. It no diagram accurately represents the building, provide a sketch or photograph.) E2. The top of the bottom floor (including basement or enclosure) of the building is I_LJ fqm) I_"In.(cm) LJ above or LJ below check one) the highest adjacent grade. E3. For Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance? I_I Yea IJ No I._I Unknown. The local official must certify this information in Section G. SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owner's authorized representative who completes Sections A, B, and E for Zone A (without a FEMA-issued or community -issued 8FE) or Zone AO must sign here. PROPERTY OWNER'S Ott OWNER AUTHOA17ED REPRESENTATIVES NAME I ADDRE CITY STATE ZIP CODE I SIGNATURE DATE TELEPHONE I COMMENTS I Check here ifattachment: I SECTION G -COMMUNITY INFORMATION (OPTIONAL) The local official who Is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A. S. C (or E), and G of this Elevation Certificate. Complete the applicable item(s) and sign below. G1. 1_I The information in Section C was taken from other documentation that has been signed and embossed by a licensed surveyor, engineer, or architect who is authorized by state or lomt law to certify elevation infomlation. (indicate the source and date of the elevation data in the Comments area below.) G2. I I A community official completed Section E for a building located in Zone A (without a FEMA-issued or community -issued BFE) or Zone AO. G3. I I I The following information (items G4,G9) is provided for community floodplain management purposes. 1331. 190 G7. This pernit has been issued•for. hI New Construction L _I Substantial Improvement GS. Elevation of as -built lowest floor (including basement) of the building is: _ fl.(m) Datum: G9. BFE or (in Zone AO) depth of flooding at the building site is: ft.(m) Datum: LOCAL OFFICIAL'S NAME TITLE OMMUNITY NAM TELEPHONE SIGNATURE DATE COMMENTS I I Check here ?f etiachrn?ni r= V i Cnn A1.11 GI if- 00 gFpi er`.CG A) I POUVini M, g0 3 N33a::P S :VIOS"VS 98TL99ETb6 99:80 000L/ET/90 3-103-203 E : 38 C IA FROM P. 2 IrztzSIfC_'. r k'•:r' •.N.'•• : irk :` :.. .:. 1 .'. •. JGJ ..y. ' ::..: S OFtYS'RG QBF'R ROE 'Tv' t , Tf''T'1E ALARM)_ - Pe'rs;.t hurnbe " l lD / Dal..• 036 /030 The undersigned hereby applies fora permit to install. the following 04M&1Dcf ire alarm:* Owner's Name: • WALGREEN' S DRUG STORE #6970 Address of Job: 3803 ORLAN60 DRIVE, SANFORD FL 32772 Fire Alarm WSA SYSTEMS, INC., 501 MASON AVENUE -DAYTONA BCH FL 32117r,Y(DiQldQ Contractor: Residential: Non -Residential: XXX Number Amount Addition, Alteration, Repair Residential & Non -Residential) New Residential: AMP Service New Commercial: AMP Service Change of Service: From AMP Service to AMP Service Manufactured Building Other. Description of work: INSTALLATION OF SPRINKLER MONITORING' SYSTEM' PER NFPA-101 AND NFPA-72. EQUIPMENT AND LABOR: $2280.00 Application Fee: 10.00 PERMIT FEE: 20.00 TOTAL DUE: 30.00 By Signing this application I am stating that I am in compliance w' ity of Sanford Electrical Code- Aoplic:ant•s Signature RUFUS M. WE BB RECEIVED F 0 0 0 0 5 7 7 11`L " 003 S;a;e Licens:; AP eG Aa SANF.ORD FIRE DEPARTMENT FIRS PREVENTION DIVISION 300 N. Park Ave., Sanford, Fl. 32771 / P. O. Box 1788, Sanford, Fl. 32772 407 302-2520 / FAX (407) 330-5677 Pager (407) 918-0395 Plans Review Sheet 343'aZ3 Date: April 30, 2003 Business Address: Occ. Ch. 36 Mercantile (1 story) Business Name: Walgreen 's Ph. ( ) Contractor: W.S.A. Systems Ph. (386) 253-1121 Fax. (386) 253-7594 Reviewed [ ] Reviewed with comment —J Rejected Reviewed by: Timothy Robles, Fire Protection Inspectorell I DC IA•s`o Comment: Fire Department will require (2) two "31 JX" phone lines for fire alarm monitoring. 1.0 Fire Alarm- One (1)_`pull station" will be required per L.S.C. 9.6.23 1.1 Application Sanford Fire Prevention will require "Knox Box " on building for after hour key access(, see blue prints for location), 1.2 Monitoring- Sanford Fire Prevention will field verify (have system off of test () time of inspection) 1.3 Signage: Fire department will require door to mainalarm panel to be labeled 1.4 Building owner- Sanford Fire Prevention will require (3) three phone numbers and names for after hour emergencies 1 1 SANFORD FIRE DEPARTMENT FIRE PREVENTION DIVISION 300 N. Park Ave., Sanford, Fl. 32771 / P. O. Box 1788, Sanford, Fl. 32772 407 302-2520 / FAX (407) 330-5677 Pager (407) 918-0395 Plans Review Sheet ds . 10r ' a Date: April 30, 2003 Business Address: OCC. Ch. 36 Mercantile (l story) Business Name: Walgreen 's Ph. ( ) Contractor: W.S.A. Systems Ph. (386) 253-1121 Fax. (386) 253-7594 Reviewed [ ] Reviewed with comment [X], Rejected [ ] Reviewed by: Timothy Robles, Fire Protection Inspecto 4— Comment: Fire Department will require (2) two "31 JX"phone lines for fire alarm monitoring. 1.0 Fire Alarm- One Q "vull station" will be required per L.S.C.9.6.2.3. 1.1 Application Sanford Fire Prevention will require "Knox Box" on building for after hour key access( seeblue prints for location), 1.2 Monitoring- Sanford Fire Prevention will field verify (have system off of test (a, time of inspection) 1.3 Signage: Fire department will require door to main alarm panel to be labeled 1.4 Building owner- Sanford Fire Prevention will require (3) three phone numbers and names for after hour emergencies 1 Im SL94T 0CW"T SYSTEM $CR WOOEL 1+Op(LOCATE ABOVE FIRE C TROL COMMVMCATCRt - S1404T KN"T 400a 5208 FIRE. CONTROL COMMUNICATOR 120 YOLT SOVRCE LP3-13. PROMM LOCK-GN DEVICE AT BREAKER LOCAT10N, — POST 194DICA•TOR VALUE OOMINATE EXACT LOQA-nCN 7H OVAL DRATWPS-, -- DUAL •TEi PHONE LINES TO TELEPHOM 80AM r SANFORD BUILDING DEPT. THESE PLANS ARE REVIEWEp AND CONDITIONALLYACCEPTEDFORPERMIT, q PERMIT ISSUED SHqCONSTRUEDTOBEALICENSETOPROCEED WITHTHEWORKANDN LL BE CAN 07 AS AUTHORITY TO VIOPROVISIONSOFTHORSETASIDEANY LATE, ISSUANCE OOFF THE TECHNI gL CODES, N OF THEDEFTFROMqPERM17 R bENT OR SHALL TIOr, ThiEREAi=7, 1 iE BUILDINGrOFERROkS ^GtJtRING A CORREC- OTHEK Vli;i..:IG. ^: ' "-INSTRUCTION01= l'.iE C--. 3ES: OFFICE COPY smp PERMIT fojiAs rwjqI PWOMI G, DIAGRAM' I EXM..T= BELL SLENT 04IGHT SYSTEM %N$cp MODEL 14!W(LdCATE ABOVE FIK Tra MMVf4CAT S14ENT KWGHT MOM 208 ' FWX 00"TROL- COMMUNICATOR NO $MIITUTKM) 120 VOLT 5(XmcE LP.3-i3. PROMDE LO'QK-CN' DEVICE AT WAXER LOCA710N, POST INDICATOR VALVE DOMINATE EXACT LOCAIJON Y",477.4 ","L DRAWPINGS- DUAL 'TELFPM)NE UNES TO TEU-PfVOARF I t SILENT KlQG lT SYSTEM SENOR MOOEL 1 OO LOCATE ABOVE FIRE TRu COMMVMCITOR SIL,D4T W08T MODEL 5208 FWE CONTROL COMMUNICATOR NQ,suvsilTuTW"5) 120 VOLT SCURCE LP3-13. PROMDE LO'QC-ON DEVICE AT BREAXER LOCA 110N, POST lip DCATOR VALvC- COMINATE EXACT LOOA-nON r 7-1 rVlL DRAWINGS-r DUAL 'MEP - NE LINES TO TEUEPHOW ROAM 3-00-203 8:37AM r FPOM P. 1 COPv: RACTOR REGISTRATION APPLICATION City.of S&n'for d 300 N. Park Avenue 4 P. O. Box 1783 Sanford, FL 32772-1788 407) 330-5656 or (407) 330-5660 407) 330-5677 FAX Date 03/06/03 I. Business Name WSA SYSTEMS, INC. 2. Business Mailing Address 501. MASON AVENUE City DAYTONA BEACH State FL Zip 32117 3. Business Phone (386) 253-1121 Fax (386) 25377594 4. Name of Qualifier On State License RUFUS M. WEBB 5. State License Classification ALARM SYSTEM CONTRACTOR I 6. State License Number EF0000577 Applicant's'Signature RUFUS M. WEBB If State Certified: Must provide a copy of current State license and occupational license; Certificate of Workman's Compensation Insurance or Waiver Affidavit. 4* If State Registered: Must provide a copy of current State license and occupational , license; Certificate of Workman's Compensation Insurance or Waiver Affidavit; a $2,000 Surety Bond; a Letter of Reciprocity sent from jurisdiction the H. R Blocks exam was taken; a City ofSanfordCompetencyCardwillbeissued. All Other Specialty Contractors: Must provide a copy of current occupational license; Certificate of Workman"s Compensation Insurance or Waiver Affidavit; a $2,000 surety bond. OFFICIAL USE ONLY City Registration A Control n C. STATE OF R o,a + w t DEPARTMENT OF. BUSINESS PROFESSIONAL REGULATION ELECTRICAL CONTRACTORS LICENSING 'BOARD SEWL0206126 2T: l i. v_ uaa S'pVVa 1i\ei\:t vit 1Y .-_ a •li i1`•..r•- .+ •'JS -". r --i" ;_ S% 1i; rl$ .;CEFtT'IFIED'` '.%• _ . %•- . ,,.` r.. r .. ,• Under the provisions of Chapter, _489FS fry" x -->, Expiration date: AUG 31, 2004'`—' "i~ ' N•' V-`` :'ti'' 'ti _ •%3: '•'. d.. ii I;'S•. Yam. .=_r ""`K L'... , M t'r'S'' .i_ .,.r_..,.'* r. µ '' ;: 6 =:. . t'{-r': :..' s'(=L',.. . 's_'Y . ', .. 'r.,;: : v'F', '(• jy`u•''.. fc. ^nf'_pL •Udw. .'yams ' ' '4 !_ ass _ .c `{' A : „v+'}7 K: TTt•TlL..+ ' fi ;, y. Y 7 ia,6•.a Yzi. r .-2 fa,t.- AS. ,,.. t• 4 '., _,. IWLBB j^f !Y , -j C ; + ;,• i- a -, .,'ij< ' " : r d ' 3 V. V.. . A:= SYSTEMS ZINC; 2.800' N:'HALIFAX DR' DAYTONA BEACH,'.;-..:, FL . 3 2118 l„f ; ''''.r' f,:`•>h-;F` ,. T:"!fir. : Y'"py:'y :i;,:x i ' s },'.a -:•, '•J • 1: :.•. _ fit..: '•t!a„` ';'}.a<. •-, i/GY3"`r'•••.'. S 'BrEB• UH - .. a ,R..'_ , r• S , n e • . r:':;' .• . . ' : :.. ;_: ,, , : KIM SB-2NKLEY" SEYER= :`'`.. GOVERNOR' - DISPLAY AS REQUIRED BY LAW SECRETARY : .- '`'A 0 LISTJNG VOL # 85110902 EXPIRES 09/30/03 THIS IS TO CERTIFY THAT WEBB RUFUS M WSA SYSTEMS INC 31 ALARM CONTRACTOR 1 EF0000577 IN THE COUNTY OF VOLUSIA, FLORIDA VOLUSIA COUNTY j BUILDING TRADES BOARD BY (// WVG p' n/ Competency cards VVILIJnot ienewe elore December 31st shall require appeal to the Trades Board. Competency cards not renewed before December 31sV of the following year shall be null h void. Re—examinatlon or reciprocity will be -the only accepted relicensing procedures. I I 1_n7! 7-.: V 0 L U-S !:!. C 0 UNT Y 0 --C'j T; L L 10 EM S DUE SE'T. is-z. O' LOCATION L This licens, reprEsenis a business to Only. It is not a c3m, Ui LICENSE NUMBER petency card and is not meant to be a cetftaticn of the holders ity to perform the service in which he is licensed. 0 z The individual or firm named below is hereby licensed to ZOwO SECTION OF LAW engage in the business, profession or occupation at address0CO) stated for period beginning on. the first day of October, 0 and "ending on the 30th day of September,-- i Ln Cc The issuance of this occupationa.l. license doe's not constitute a W z permit to act in violation' f0 any county.codes,regulations, or ZQZordinances. STATE .NUMBERS R S AAEA!' {;CITY Npk DER Th.S ,L,.NSE IS FURNISHED IN PURSUANCE OF COUNTY ORDINANCE *51 F! CMDA LA0,;' RH-UIRES 'i A,,GIB!—E AL PROPERTY TAX RETURN PFIOR TO APRIL I ST EACH. YEA27. STATE OF FLORIDA VOLUSIA COUNTY OCCUPATIONAL LICENSE STATE NUMBERS' CC NTY NUMBERS AREA. CITY I`JUMBE_R THE CITY of DAYTONA BEACH NAME AND ADDRESS OCCUPATIONAL LICENSE DESCRIPTION OF BUSINESS, OCCUPATION OR PROFESSION WSA SYSTEMS, INC.-RMC DIV TH.E--CITY..:;:p.F- . --.QAYTONA BEACH501MASONAVOtS-`'R-IUGEWOOD ELECTRONICS SERVICE ii FL 32114 REPAIR SERVICE WEBB, RUFUS M. 'I WSA SYSTEMS, INC. 501 MASON AV DAYTONA BEACH FL 32117- 1 ......... DISPLAY AT PLACE OF BUSINESS FOR PUBLIC INSPECTION. THE CITY DOES NOT CERTIFY OR IMPLY COMPETENCE OF LICENSEE. 16275 Ad d5 U;N:;'T.'. N6;: 37316 1720 SU@. C'O' b, F.- 0.. 1 09/05/'2002 115 F"A61411 09/30/2-003 LD. Ii k 09/ 04/2002- DATE PAID 40. 00 THE CITY of DAYTONA BEACH NAME AND ADDRESS OCCUPATIONAL LICENSE DESCRIPTIONOFBUSINESS, OCCUPATION OR PROFESSION WSA SYSTEMS, -INC.. -RMC DIV. THE--. f,.jTX..'p ---QA , YTONA BEACH 501MASONAV ,F S -;' RI0-'GEWOOD Z m-;. FL 32114 WHOLESALE DISTRIBUTOR WEBB, RUFUS M.- WSA SYSTEMS, INC. Rk' 501 MASON AV. ............ DAYTONA BEACH FL 32117- 5. DISPLAY AT PLACE OF BUSINESS FOR PUBLIC INSPECTION, THE CITY DOES NOT CERTIFY OR IMPLY COMPETENCE OF LICENSEE. TAX RECEIPT I TAX RECEIPT MAR. /. 2003_ 9: 03AM B"0WN & Bn0 N ! hS.. N0. 39u r. 1. . ACORD CERTIFICATE OF LIA51LITY INSURANCE OF IL) `' '°°mm WSASY-2 03 07 03 PRODUCER THIS CERTIFICATE 15 ISSUED AS A MATTER OF INFORMATION Brown & BrgwT%, Inc. ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE Daytona Beach Office HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR P.O. Box 2412 ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. Daytona. Beach FL 32115-2412 Phone: 386-252-9601 Fax —. 386-239-5729 INSURERS AFFORDING COVERAGE I NAIL # I>;SURED INSURER A: INTERSTATE INDEMNITY INS CO INSURERS: 'AUTO OWNERS INS CO WSA SYSTEMS INC INSURERC: ROYAL SURPLUS •LINES INS CO Sol 1#2LSON AVENUE INSURERD: ASSOCIATED INDUSTRIES INS C DAYTONA BEACH FL 32117 INSURER E COVERAGES THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITYSTANOING ANY REQUIREMENT. TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR AY PERTAIN. THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDrr1ONS OF SUCH POLICIES, AGGREGATE LIMITS SHOWN MAY HAVE BrcN REDUCED BY PAID CLAIMS. LTR NSR TYPE OF INSURANCE POLICY NUMBER UYEFFECTIVEDATEMMIDDIVY I PDATE MMID TION I LIMITS A GENERAL LIABIUTY X COMMERCIAL GENERAL LIABILITY I CLAIMS MADE . X I OCCUR XI$2500 DED BI/PD CLP6223572 05/02/02 05/02/03 EACH OCCURRENCE 1, 00 0 , 0 00 aREMIs E„Dw•,r Gel 3300,000 MED EXP (Airy one Pereen) 10 , 00 0 PERSONAL aADVINJURY 1,000 000 GENERAL AGGREGATE s2 000,000 GEN•L AGGREGATE LIMIT APPLIES PER: POLICY X JECaT LOC PRODUCTS-COMP/OP AGO 1 s2, 000, 000 8 AUTOMOBILE 7C X X UABILITY ANY AUTO ALL OWNED AUTOS SCHEDULED AUTOS HIRED AUTOS NON•OWNED AUTOS COMPREE 4SIVE 4285652800 100 DEDUCTIBLE 250 DEDUCTIBLE 05/02/02 05/02/03 COMBINED SINGLE LIMIT E'°oddsn1) I51,000,000 BODILY INJURY Per Person) S BODILY INJURY Pet eoddenQ X PROPERTY DAMAGE Perecoden:) s X I COLLISION GARAGE LIABILITY ANY AUTO AUTO ONLY - EA ACCIDENT S OTHERTHAN EA ACC AU 0 ONLY: AGO s S C EXCESSIUMBRELLA LIABILITY X OCCUR r7mmmsmAm DEDUCTIBLE X RET04TON 30 X2BA018228 05/02/02 05/02/03 1 EACH OCCURRENCE 1 , 0 00 0 00 AGGREGATE I 1, 000, 000 s S S D WORKERS COMPENSATION AND EMPLOYERS LIABILITY ANY PROPRIETORIPARTNEWEXECUTIVE OFFICE"EMBER EXCLUDED? Fyyes, dexrlbeunder SPECIAL PROVISIONS below 2003331584 01/01/03 01/01/04 X TORY LIMBS ER E.LEACHACCIDENT S1 000 000 E.L. DISEASE - EA EMPLOYEEMPLOYEd, S 1, 0 0 0 0 0 0 E. LDISEASE -POLICY LIMIT I s 1, 000 000 OTHER DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES! EXCLUSIONS ADDED BY ENDORSEMENT / SPECIAL PROVISIONS CERTIFICATE HOLDER CANCELLATION SACIT01 SHOULD ANY OF THE ABOVE DESCRIBED PO_ICIES BE CANCELLED BEFORE THE EXPIRATIO DATE THEREOF, THE ISSUING INSURER WILL ENDEAVOR TO MAIL 30 DAYS WRITTEN NOTICE TO THE CFlRTIFK:ATE HOLDER NAMED TO THE LEFT, BUT FAILURE TO DO SO SHALL CITY OF SANMr%D PO BOX 1788 IMPOSE NO OIL R LIABILITY OF ANY KIND E INSURER, ITS AGENTS OR 300 N PARK AVE REPRESE VE SANFORD F• L 32772-1788 1 AUTHOR Re MENTP11F ACORD Post - it' Fax Note 7671 Date b 3 pages To From Ne CoJDepT. Co. CJ Phone o Phone d Fax: 3 — 2 xa TION 1988 t Model SK-52w tare Gontrol/Communicator installation and Operation Manual A B C D E F G H I J K 3.6.2 Current Draw Worksheet Use Table 3-2 to_deter6ne current requirements during alarm battery standby operation. Copy the page if additional space is required.) Table 3-2: Current Draw Calculations Device i of Devices Current per Device Standby Currront Alarm Current SK-SZOS Fire Panel (Current draw 1 from battery) Standby: 140 mA 140 mA Alarm: 660 mA _+ Standby: 60 mA mA ' SK-5217 Zone Expander 2 max.) Alarm: 6 mA Standby., 15 mA mA mA 5220 Direct Connect Alarm: 1 mA Stan 30 mA mA MA SK-5235 Annunciator 6 man.) mA50mAAlarm: rr SK-5280 Status Display Module 8 max.) Relay max.) Standby, 10 mA mA Alarm: 80mAer Outputs output rrtA mA Max. 700 mA try 7181 Zone Converter Standby: mAAlarm: 65 mA Total system Current b :•:.1 n,.t w'Irf" i>`•' •ri: t:z ' Standby: mA i :j''F 17 mA 4,r, iy.;.Y. SKr" rJypfti Alarm: mA s Standby: mA mA Alum; tnA i mA Standby: mA mA mAAlarm; mA'• Standby: mA mA Alarm: mA mA Standby; mA mA mAAlarm: mA Smoke Petector Current Alarm: mA mA mA mA Alarm: mA mA Alarm: mA mA Alarm: TnA mA ewotificationAppanCurrent mA n Standby: rmA Alarm: mA r Standby: mA Alarm; mA AdditionseicQs Current tat current ratings of all devices in system (line A + line 9 + C +D) mA mA Total current ranngs converted to amperes (line E x . 1): A Number of standby hours (24 or 60 or NFPA 72, chapter 1, 1-5.2.5): Multiply lines F and ota star 7 AB L H sa:+, Alarm sounding period in hours. (For example, 5 minutes. _ .0833 hours) Multiply line3 F nod 1. ota rxu AH W AH Total ampere Add lines H and J. heats required AM Ai Use next size battery with capacity greater than required. 3-6 P/N 151204 J r4 - CITY OF SANFORD FIRE DEPARTMENT FEES FOR SERVICES PHONE # 407-302-1091 * FAX #: 407-330-5677 DATE: Z41:10 IO BUSINESS NAME / PROJECT: AD PERMIT #: O ' ,_Db 3 0 PHONE NO.: 3 v"' 3-I IFAXNO.: CONST. INSP. [ ] C / O INSP.:[ ] REINSPECTION [) PLANS REVIEW [ ] F. A. F.S. [ ] HOOD [ ] PAINT BOOTH [ BURN PE 1,17 [ ] TEN P RMIT ] TANK PERMIT OTHER [A. WTOTALFEES: $ oO (, FJ l „ (PER UNIT SEE BELOW) COMMENTS: /C — - I /-, _ // _ _ Address / Bldg. # / Unit # 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. IL 12. 13. 14. 15. 16. 17. 18. 19. 20. Square Footage Fees per Bldg. / Unit Fees must be paid to Sanford Building Department, 300 N. Park Ave., Sanford, FI. 32771 Phone # -407- 330-5656. Proof of Payment must be made to Fire Prevention division before any further services can take place. I certify that the above is true and correct and that I will comply with all applicable codes and ordinances of the City of Sanford, Florida. t Sanford Fire Prevention Division Applicant's Signature DEATRICK ENGINEERING E ASSOCIATES, INC. PROCTOR COMPACTION TEST PROJECT: Walgreens - PO 2002-11 SAMPLED: 03/12/03 TESTED: 03/17/03 ADDRESS: 1792 & Lake Mary Boulvard PERMIT #: CLIENT: Malcolmson Construction PROJECT #: 02-372 CONTRACTOR: Malcolmson Construction TECHNICIAN: B. Myers SAMPLE LOCATION: Limerock pile PROCTOR #: 2532 SOIL DESCRIPTION: Limerock POINT NO. MOISTURE % DRY DENSITY (PCF) WET DENSITY (PCF) 1 11.2 113.0 125.7 2 14.2 114.0 130.2 3 15.4 113.4 130.9 4 16.1 112.0 130.1 This Proctor Compaction Test was performed in accordance with ASTM or A.A.S.H.T.O. Standard Practice for the Moisture Density Relationship of Soil. (ASTM D-1557 0 , ASTM D-698 a AASHTO T-180 F—X—j , ASTM D-558 =) Optimum Moisture 14.4 Maximum Dry Density 114.1 Reviewed by, w9-za, Warren J. Deatrick, P.E. Florida Registration No. 13165 mal 118 D 116 R Y 114 D 112 E N 110 S I 108 T Y 106 104 P C 102 F 100 4 6 8 10 12 14 16 18 20 22 MOISTURE CONTENT (% ) cc: Frank Barreiro, Malcolmson Construction (original) Dan Florian, City of Sanford (original) 9659 Tradeport Drive 9 Orlando, Florida 32827 9 Ph: (407) 851-9776 9 Fax: (407) 851-6115 y 3803 Orlando Der Walgreens Permit Nos: 02-2276, 03-709,03m563, 04-338, 03-428 oEa 1wCK Elr EN6MEERlNG FIELD DENSITY REPORT ASSOpATES, WK. Project: Walgreens - PO 2002-11 Date: 02/04/03 Address: 1792 & Lake Mary Boulvard Project No.: 02-372 Client: Makohnson Construction Permit No.: Contractor: Malcohnson Construction Technician: C. Foutch Proctor No.: 2244 IMax. Dry Density (PCF): 110.8 lopt. Moisture (%): 10.3 Soil Brown sliehhtiv silty sand with traces of limerock and LOCATION: Roadway: Parking lot and entrance road: sub base TEST 36 TEST LOCATION 33' South of Southwest corner of building Elev. 0-1' Moist. 9.9 Dry Dens. PCF 106.5 Compact. 96.1 Required 95 Status 37A DOT right of way 17-92, North side 0-1' 6.1 102.7 92.7 95 F 38 30' East of 17-92 0-1' 3.8 112.2 101.3 95 r 1 v 0 = subbase Respectfully Submitted: lames R. Bandlow, P.E. Florida'Registration.No.:52576 _ kmr cc: F.*Barreiro, Malcolmson Construction (original) D. Florian, City of Sanford (original) 9425 Tradeport Drive 9 Orlando, Florida 32827 • Ph: (407) 851-9776 9 Fax: (407) 851-6115 EX DEASSSO EWti1NgWCEERING FIELD DENSITY REPORT Project: Walgreens - PO 2002-11 Date: 02/04/03 Address: 1792 & Lake Mary Boulvard Project No.: 02=372 Client: Malcohnson Construction Permit No.: Contractor: Malcohnson Construction Technician: C. Foutch Proctor No.: 2440 Max. Dry Density (PCF): 117.2 Opt. Moisture M: 7.7 Soil Description: Dark brown sand GENERAL LOCATION: Roadway: parking lot and entrance road: subbase TEST TEST LOCATION Elev. I Moist. Dry Dens. PCF Compact. Required Status 33 34' South of East corner of building 0-1' 6.5 111.8 95 95 34 51' South of Lake Mary Blvd, East entrance 0-1' 9.1 111.0 95 95 35 59' Southeast of Lake Mary Blvd, West entrance 0-1' 5.3 115.0 98 95 0 = subbase Respectfully Submitted: cc: F. Barreiro, Malcolmson Construction (original) j D. Florian, City of Sanford (original) amen R. Bandlow, P.E. Florida Registration No.: 52576 lunr 9425 Tradeport Drive 9 Orlando, Florida 32827 • Ph: (407) 851-9776 • Fax: (407) 851-6115 E== o c a arEEwr c wss NW3 INc. LIMEROCK BEARING RATIO LBR) PROJECT: SAMPLED: TESTED: Walgreen's - P02002-11 01/14/03 01/20/03 ADDRESS: FIELD TECH: LAB TECH: J. Adams PERMIT AGENCY: City of Sanford PAGE: 1 of 1 CLIENT: Malcohnson Construction PERMIT No.: 02-2276 CONTRACTOR: Malcohnson Construction PROJECT No.: 02-372 SUPPLIER: SPEC: 40 LABORATORY RESULTS Sample Location Material Max Dens Opt Moist LBR Value PR02440 Center of access road: South side Dark brown sand 117.2 7.7 69.5 Sample MEETS the project requirement of LBR 40 0 Reviewed By, cc: Frank Barreiro, Malcolmson Construction (original) Dan Florian, City of Sanford (original) James R.-Bandlow, P.E. Florida Registered No. 52576 kmr 9425 Tradeport Drive • Orlando, Florida 32827 9 Ph: (407) 851-9776 9 Fax: (407) 851-6115 4 CITY OF SANFORD MECHANICAL PERMIT- APPLICATION 0-3-'9 23 Permit -Number, 62-.22?jL Date: /,7- 03 The undersigned hereby applies for a permit to install the following equipment: Owner's Name: -;'_,-oVo'-o Z Address of Job: 19,e Mechanical Contractor: Residential Non -Residential 7 Amount Nature of Work: loo&' Job Valuation: 3 4", V Application Fee: $10.00 ITOTAL DUE: By signing this application, I am stating that I am in compliance with City of Sanford Mechanical Code. A 'canT_Signature State Ucense Number Nwj'6 Ay 1 7M ^'ykc'ifi +]'i{ - -f ll f+wyv f rw ('r .. ,-: :i, •`+ A'rsi. :. .. - O SANF.ORD- MECH CITY' F ANICAL' PERMIT'APP.LICATION..,: x;.:.::.:.•r.•.;:: t Permit'Number: D2 '2_2_7 a Date: 2 7 62 The undersigned hereby applies for a permit to install the following equipment: Owners Name: Well Ire Address of Job: 3103 lJY I c.%t'\ CC3 Q_ Mechanical Contractor. Residential Non -Residential Amount Nature of Work: ;too, rnis O, Job Valuation: 2 Application Fee: $10.00 TOTAL DUE: 1-1 01 By signing this application, I am stating that t am in compliance with City of Sanford Mechanical Code. // w Apl1iicant Signature Cm C o S_6l -7 `i State License Number pEATRICC K EP-404HEEMIQG WASH 200 --ASTM D 1140 - 92 PROJECT: Walgreens - P02002-11 PROJECT #: 02-372 DATE SAMPLED: 10/23/02 ADDRESS: - PERMIT #: DATE TESTED: 10/29/02 CLIENT: Malcohnson Construction TECHNICIAN: B. Myers CONTRACTOR: Malcohnson Construction PROCTOR #: 2286 LOCATION: Building pad LAB #: 1428 SOIL DESCRIPTION: Tan to medium brown slightly silty sand with roots and clay LABORATORY DATA SOAKED: TIME: METHOD: A DRY MASS WEIGHT: 111.3 WEIGHT METHOD: Direct WATER CONTENT: 107.1 PASSING 200 SIEVE RETAINED 200 SIEVE 3.7 96.3 Reviewed by, cc: James R: Bandlow, PE. Florida Registration No. 52576 mal Frank Barreiro, Malcolmson Construction (original) Dan Florian, City of Sanford (original) 9659 Tradeport Drive 9 Orlando, Florida 32827 9 Ph: (407) 851-9776 9 rax: (4u-i) 5 1-0113 LMS0CW s jrEW4G PROCTOR COMPACTION TEST This prodor Compaction Test was performed in a=rft" with ASTM or A.A.S.H.T.O. Standard Practice for the Moisture Density Relationship of Sal. (ASTM D-1557 I__ ^.J , ASTM D-698 = AASHTO T-180 =, ASTM D-558 =) Optimum Moisture 12.8 Maximum Dry Density 104.2 Reviewed by, Warren J. Deatrick, P.E. Florida Registration No. 13165 mal D R Y D E N S T Y P C F cc: 118 116 114 112 110 108 106 104 102 l0U MOISTURE CONTENT (% ) Frank Barreiro, Malcolmson Construction (original) Dan Florian, City of Sanford (original) 9659 Tradeport Drive 0 Orlando, Florida 32827 9 Ph: (407) 851-9776 • Fax: (407) 851-6115 EX DEAMCK ENGINEEWNG ASSOCL4M, INC. FIELD DENSITY REPORT Project: Walgreens - PO 2002-11 Date: 10/28/02 Address: 1792 & Lake Mary Boulvard Project No.: 02-372 Client: Malcolmson Construction' Permit No.: Contractor: Malcolmson Construction Technician: B. Scholten Proctor No.: 1.2286; 2.2255 Max. Dry Density (PCF): 104.2 109.1 Opt. Moisture (%): 1.12.8; 2.11.0 Soil Description: 1. Tan, medium brown slightly silty sand with roots and clay; 2. Tan sand mixed with clay GENERAL LOCATION: Building pad TEST TEST LOCATION Elev. Moist. Dry Dens. PCF Compact. Required Status 9 Southeast corner (1) grade 4.9 97.5 93.6 95 F 10 Northeast corner (2) gradel 8.1 105.1 96.3 95 11 South center (1) gradel 5.9 97.8 93.9 95 F 12 North center (2) grade 11.8 109.3 100.2 95 13 Northwest corner (2) grade 11.4 106.4 97.5 95 14 Southwest corner (1) grade 8.6 104.8 100.6 95 amersctfuSubmitted: cc: F. Barreiro, Malcomson Construction (original) D. Florian, City of Sanford (original) es R. Bandlow, P.E. Florida Registration No.: 52576 kmr 9659 Tradeport Drive 9 Orlando, Florida 32827 9 Ph: (407) 851-9776 9 Fax: (407) 851-6115 E:E DEA3WXK ENGINEERING ASSOCIATES, INC. FIELD DENSITY REPORT Project: Walgreens - PO 2002-11 Date: 10/28/02 Address: 1792 & Lake Mary Boulvard Project No.: 02-372 Client: Malcolmson Construction Permit No.: Contractor: Malcolmson Construction Technician: M. Harrington Proctor No.: 2256 Max. Dry Density (PCF): 105.3 Opt. Moisture (%): 11.9 Soil Description: Dark gray slightly silty fine sand with traces of roots, rocks and clay GENERAL LOCATION: Footings TEST TEST LOCATION Elev. Moist. Dry Dens. PCF Compact. Required Status 15 A) x (1) 0-3' 7.3 101.6 96.5 95 16 C) x (1) 0-3' 8.1 104.7 99.4 95 17 11.1) x (1) 0-3' 7.6 100.9 95.8 95 18 A) x (4) 0-3' 5.2 105.6 100.3 95 19 C ) x (4) 0-3' 9.3 101.1 96.0 95 20 E) x (4) 0-3' 6.0 100.9 95.8 95 21 E) x (2.5) 0-3' 7.2 102.3 97.2 95 22 A) x (3) 0-3' 6.9 104.9 99.6 95 0 = grade Respectfully Submitted: James R. Bandlow, P.E. Florida Registration No.: 52576 kmr cc: F. Barreiro, Malcomson Construction (original) D. Florian, City of Sanford (original) 9659 Tradeport Drive 9 Orlando, Florida 32827 9 Ph: (407) 851-9776 9 Fax: (407) 851-6115 DEA111KK ENGINEEWNG E:E ASSOCIA?FS, INC. FIELD DENSITY REPORT Project: Walgreens - PO 2002-11 Date: 10/28/02 Address: 1792 & Lake Mary Boulvard Project No.: 02-372 Client: Malcohnson Construction Permit No.: ' Contractor: Malcohnson Construction Technician: M. Harrington Proctor No.: 2286 Max. Dry Density (PCF): 104.2 Opt. Moisture (%): 12.8 Soil Description: Tan, medium brown slightly silty sand with roots and clay GENERAL LOCATION: Building pad SoutheastSouth center (RETEST) Z ectfully Submitted: cc: F. Barreiro, Malcomson Construction (original) QD. Florian, City of Sanford (original) s R Bandlow, P.E. Florida Registration No.: 52576 kmr 9659 Tradeport Drive 9 Orlando, Florida 32827 9 Ph: (407) 851-9776 9 Fax: (407) 851-6115 DEA7RICK ENGINEERING El ASSOCI M, INC. FIELD DENSITY REPORT Project: Walgreens - PO 2002-11 Date: 10/29/02 Address: 1792 & Lake Mary Boulvard Project No.: 02-372 Client: Malcolmson Construction Permit No.: Contractor: Malcolmson Construction Technician: P. Oliver Proctor No.: 2255 Max. Dry Density (PCF): 105.3 Opt. Moisture ("/o): 11.9 Soil Description: Dark gray slightly silty fine sand with traces of roots, rocks and clay GENERAL LOCATION: Column footings TEST TEST LOCATION Elev. Moist. Dry Dens. PCF Compact. Required Status 23 Northwest center column, (D) x (2) 0-1' 17.9 101.7 96.6 95 24A Northeast center column, (B) x (2) 0-1' 9.3 99.1 94.1 95 F 25A South center column, (C ) x (3) 0-1' 16.5 95.2 90.4 95 F 26 Northwest corner, (0.2) x (0.1) 0-1' 13.7 100.0 95.0 95 27 Southeast corner, (4.4) x (A.6) 0-1' 16.3 101.9 96.8 95 24 JNortheast center column, (B) x (2) (RETEST) 0-1' 18.6 102.8 97.6 95 25 South center column, (C ) x (3) (RETEST) 0-1' 19.0 100.2 95.2 95 0 = grade Respectfully Submitted: cc: F. Barreiro, Malcolmson Construction (original) j ;D. Florian, City of Sanford (original) ames R. Bandlow, P.E. Florida Registration No.: 52576 kmr 9659 Tradeport Drive 9 Orlando, Florida 32827 9 Ph: (407) 851-9776 9 Fax: (407) 851-6115 11 LOT 2 r6 Foundation Surtg OF SA FORD 1 LOT 1 WALGREEN S DRUG STORE 137.33 F N 78.43 09 E— NOV 0 U 200C , 9E EIVED I O 11 1. This is not o boundary survey. 16-- ---- - 2. The purpose of this survey is to show the location of the foundation -of the building-relafive r— to the boundary, 3yThe boundary informotion_wos. supplied by, the owners. -- - --- ' — 4. Proposed finished floor elevation was set in the corners of the stemwolls by marking pmarks of on elevation of 49.50. _p - 5. Reproductions of-this'sketch are not valid without the signature and the origionol raised seal of a Florida Licensed Surveyor and Mapper. 14, DATE: 11 /05/02 SCALE: 1: 50 CALL. BY: Tomi IDRAWN BY: Chaz I JOB NO:., Date: Revisions: • Iprepoirea thyyosuve vW n n Survey surveyTAandTCSurveyingmeetstheminimumtechnWstandardsfor surveys as set forth`In Chapter 61G1TFlwido 1863 Willow Lane Administrative Code, pursuant to Section 472.0 7, VrMter Pads, Fl 32M Fl a St FLU , 407)947-8533/Fax (407)681-2468 -1 t: Liceosed Business #7068 Thom ii1We P8M Y6107,\T. ' Shftofflocida Foundation Survey I LOT 1 WALGREEN S DRUG STORE 137 33. F N 79;43 09 E ` LOT 2 CITY OF SANFORD NOV 0 6 2002z7-7 V_. RE E71 1. This is not a boundary survey. 2. The purpose of this survey is to show the location of the foundation of the building relative to the boundary. 3. The boundary information was supplied by the owners. 4. Proposed finished floor elevation was set in the corners of the stemwolls by marking a mark at on elevation of 49.50. 5. Reproductions of this sketch are not valid without the signature and the origionol raised seal of a Florida Licensed Surveyor and Mapper. 1W DATE: 11/05/02 SCALE: 1:50 CALL. BY: Tomi IDRAWN BY. Chaz I JOB' NO: Date Revisions: I hereby eortify Ahot•this- Foundation survey woo TA and TC Surveying meets the my superviawn and that this survey meets the minimumateohnicd standards for 1863 Willow Lane AAdministat ivveetCode, p,wgnt'toss tttiion472.027. Wintx Park, F1 32792 Florida st tss Q. -i i 407) 947-8533/Fox (407)681-2468 - Zz Licensed Basiness #70a t Soft ofFlorida : ,, - k, .Nw' a CITY OF SANFORD. FLORIDA PERMIT NO () ZZ7Z'7-7 ( DATE GZ THE UNDERSIGNED HEREBY APPLIES FOR A PERMIT TO INSTALL THE FOL- LOWING PLUMBING WORK: OWNER'S NAME ADDRESS OF JOB. t \ 03 cpyo c> _ Dr PLUMBING CONTRAw"4 _ Res. Comm. Subject to rules and regulations of Sanford plumbing code. Residential: I Number Amount Alteration, Addition, Repair I New Residential: One Water Closet Additional Water Closet Commercial: Fixtures. Floor Drain, Trap Ila Sewer 1 Water Piping_ Gas Piping Factory-built housing Mobile Home Application Fee Minimum Commercial Permit: $25.00 Jebl o-j le 01 Master Plumber COMPETENCY CARD NOS 09!20!02 FRI 1J'29 FAX 407P284219 CUHACI&PETERSQN zoo1 Cuhaci & Peterson, ,ArchitectsMFLCorporateCeniricateuMC000526 AECEWEED SEP 2 3 20Uc 20 September 2002 l.onnic G. Peterson. !11A prexlefent fwmc> E. Dim ns. AIA flee President City of Stanford Building Debt. lirnaer E. L;•nch. KA 300 North Park Erce Prrcrdent Sanford, FL 32771 Fax:(407)330-5677 Norhorip 0. Campos AM: Mr. Bob Bott i TWOr Of Vv,) ipn Cng K. simp wr. AIA i CP: 201157 Csrcrro „/.Jrcr,rrrcnrn• SANFORD, IMOMA PLANS REVIEW LETTER, DATXD 9-16-021»y R. Adkrns0ir Uircrour of kchnologr Dcar Bob: Thank you for taking time with me on the phone on September 19"' to clarify the questions I had on your1't ntrssronal RcKi tr'arivns T 1a6anra corniments. Arcnna el-kroucis Below, please find your corllmcnts with our responses in bold text. Additionally, we have attachediaulrfornra nlgrado 8-'/:" x I I" partial drawings if noted in our response. We have clouded the drawings with Revision Caelo'vare 3, dated 9/19/2002 for ease of finding the affected change. Revised full-size signed and sealed r101*1a Gyyrbrip drawings will follow for insertion into the Permit Submission sets. Indiana lm' a 1. Trash chutes require a sprinkler head in chute or damQplerPam' Aonsa' Kenrrlckv Response: Per our phone conversation, we have either option to choose from. We have cotrrsir:no contacted Walgreens' Compactor Vender, Aces Equipment Co., At Mike Carver, (630) Llur)dy,J Mt?J3aLhW3elfs 307-70". This vender installs the compactor, the chute and the steel door opening into the Mrch,,co„ chute for all Walgreens stores nationwide. He recommended we choose the sprinkler head till.,SrSsilj,r over the Damper solution based on costs. Thus, we have Indicated on the Compactor SectionMisrour'r Nebraska Detail Drawing 3 on Sheet A0.1 that the compactor chute installer Is to provide a sprinkler Yell' Jor y head housing for a sprinkler head. Sprinkler head and servicing piping will be by the Mrw Akxico IVVIY lbrk Sprinkler Contractor, (see attached 8-Ya" x 11 of that drawing) Xurdr Carolina Ohio flklohnnru 2 Wood to be fire treated Urcyon Response: Per our phone conversation, this comment is in reference to interior plywood rr, rh frwrraoMfina blocking, specifically in the Pharmacy where 5/8" drywall is being substituted with 5/8" C7inlr (': renr,etwe plywood for wall -mounted wall shelving, etc. Refer to attached 8-Yz" x 11" of Interior rr.rur Elevation 13 from Sheet AM, General Note added to drawing. Plywood may be fire r,l"dl f crnrvnf retardant or Contractor ma use an applied fire retardant product. Cans to be retained onypp vrrrnw site for City of Sanford Field Inspector). ttushinFrvn 3. Downspouts discharge 1'-0" from structure if not impervious. Response: Flat roof downspouts drain to Storm Sewer System. Low canopy roofs drain down fri i„ tea om`c under sidewalks and out to closest curb, then sheet drained on pavement to storm drainageW%purd.l. Cubacr & Assoc. t?lrpua. Oruorin, lonadd system. Comment is not applicable. 1220 Alden Road Orlando, FL 32803-2546 407) 228-4220 Fax (407) 22&4219 http:!Iwww.c-p.corn VO/ :V/ V4 rhi 14:40 rAA 4VIZZ04410 1 LIM%,i&rbibt(byiv WJVve Mr. Bob $ott 20 September 2002 Paget , tr•. 4. Provide method of attachment of angle 'suppoiting metal dock @ perimeter.-' Response: Attacbment detail is presentlysMw•n.,on Sheet S-5i Detall S. d •, - C.. ,s .fir+, „ , L •i_. .•. •°•^!. •• ~',.. T.},. ... -. .1 5. ° Provide recontmendatioas for puddle we for'ructal deck: t , r•' ... ' Response: K Weld for'steel•deck indicated as Sheet S•1 -. Steel Deck Note C. (5f$" with 3614 fastener lay-ont.) •Per my .conversation with our' Structural Engineer, this information is correct. "1 6.. Prior to pour, provide compaction test results and form board survey. Response: A" !copy'of this response letter, is - being copied .to the General Contractor, . Maleomson Construction. No actual response required. 7.. Drywall screw inspection required. Response: ;A ' copy, of• this response . letter•.Is"being copied to the General Contractor, Maker ison Construction. No actual iespoase-,required. 8. Lift station separate electrieaTpermit. Response: A copy , of this response letter-• is, , being copied to the General Contractor, Malcoinson Construction: (Per our conversation, either the GC or Electrical Contractor may pull this permit separately.); No actual, iesponae('req 'lied ' • ' , ; 9. Refrigeration -condensate to exterior not to sanitary: '•;' Response: Condensate from the walk-in cooler "and freezer was'submitted with floor drain connected to the Sanitary Sewer.: Refer to revised Sheets p1.1 and P2:1; floor drain line now dlscharges to new-O storm flue exiting,the` building, connecting to existing storm drain on drive-thru aide orb ; (Refer'to 8-3a" ill" partial plan from Pi.i and P2.1 with this letter.)" Full-size'sipid and saakd'revised.drawings to follow. , I believe this should satisfy your comments to datc."; Please call should you have ariy questions on any of the above., Sincerely, Jerry Pis er ProjectManager'' 3. t ; t:' 1 S4..F:vl 't- ' ,, `7 •:.r1 •i,:%v '?."• .'ii ' ' Miileom'son Con... Mion Attn' Dave Malcomson `,'.''- via fax (727)' 556.2868 ' ' ' , u x:, +.` t .: • 1 L•aki Mary Blvd./17-92 UC='Attn: Suzanne Konchan' via fax (386),255-8758 , 1 t ;.'. J! a t •• • t• ` , V01157csbdOl.doc r •: _< 1n•i: 4e f - ad•...Lrr. .. a'' I a .. - ,. 1, .. ' ` I'IV Jll1LL JufL L. .J U- I V FLASH AND SEAL CHUTE BY GENERAL CONTRACTOR COMPACTOR CHUTE P TC X IOR COMPACTOR INSTALLER TO PAINT CHUTE AND DOGHOUSE TO MATCH PROVIDE HOUSIN FOR M ACTOR PAINT COLOR. SPRINKLER HEAD CO-ORDINATE W/ SPRINKLER CONTRACTOR SANFORD BLOG. DEPT-CCOMMENT) Q NOTE: BOTH UINIMUM DIMENSIONS TO BE FIEDSA I DOGHOUSE BY OR EXCEED MEETOREd COMPACTORS INSTALLERS CONTAINER CHUTE MUST PI TCH TO EXTERIOR. WOOD FENCE ON o GALVANIZED STEEL POSTS WITH 6" GATE POSTS. CARDBOARD ( TYP.) I 5 SEEDETAIL & 7/ AO.3 c r 1 j IN FLUSH PAVEMENT 1 I NO STEP) 1' 4 X 6" ANCHOR BOLTS BY COMPACTOR 1 INSTALLER MAXIMUM CONCRETE PAD SLOPE: 2' PER I CONIC. FOOTINGS FOR 10' WIDTH (1.66% - SIDE TO SIDE). y STEEL PASTS BEYOND. MAXIMUM CONCRETE: PAD DECLINE AND DRAWINGS. SEE STRUCTURAL INCLINE ( FRONT TO BACK): 10 PER 40 ER CONDITIONS, I ONTINSTOPS OR ADDIIIONAL CONTAINER I- COMPACTOR ANCHORINGMAYBEREQUIRED. s WC" 0 COMPACTOR SCALE: 2= - a Note: per City of Sanford— Plywood to be fire retardant. Controct0 may use app ied fie retardant, con to be coved for I spection by City of Sanford field Inspector. klypicol all interior plywood.) 12A 24 4"(WINDOW JAMB TO A4 1 4"(WINDOW JAM6 TO PLYW. BACKING DROP OF WINDOW CONSULTATION WINDOW r------- 66 i i 66 I 13 I 66 l I I L — — — — — — — — — — — — — — — — — — — — — — — — — — — ------------------ I A4,1------- r-------- I t j 7 5 6 2 7 5 1 1 3 1 1 7 5 8 4 0 I tV 0 DNTERIOR ELEVATION SCALE: 1/4"=1'—O" (PHARMACY) a 1 wA5- " 24"H X 3'— a tyx vc vv/ ;V/Vc tttl 1J: )1 tti.1 4VIZ104,:1V t,l,llAl 1hYh1hMJVlN kvjvv I I COOLER' I I1 I II I ' I C I i Fi 3/4' CW i I I I I I II II 3 17 + I 13 14 US-1 FC13 I Kf-IIIVIIVh KVVIVI I I II II II II II Per City of Sanford I I Condensate 'no' not II drain into Sanitary I I revised to new 4' storr I PASSAGE 2 I I DIA. STORM, I I W -I CO EN ATE) I I Il UNDERGROUND STORM DRAT I SEE CIVIL DRAWINGS I FOR ACTUAL LOCATION II II II II II FFI I I II II it II R `"°T° PLUMBING PLAN N V0, .V: V. rril 1J: J1 rAA 4V (440441i7 l Urid1 lAYGlh1(Jul yr :v I u: rm iJ:zv rya 4VIZZ04ZIO 1.UMy1.I&ttIt" ViN Mr. Bob Bott . 20 September 2002 Page 2 4. Provide method of attachment of angle supporting metal deck @ perimeter. Response: Attachment detail is presently shown on Sheet S-5, Detail 5. 5. Provide recommendations for puddle weld for metal deck. Response: Weld for steel deck indicated on Sheet S-1 -Steel Deck Note C. (5/8" with 36/4 fastener lay-ont.) Per my conversation with our Structural Engineer, this information is correct. 6- Prior to pour, provide compaction test results and form board survey. Response: A copy of this response letter is being copied to the General Contractor, Malcomson Construction. No actual response required. 7. Drywall screw inspection required. Response: A copy of this response letter Is being copied to the General Contractor, Malcomson Construction. No actual response required. 8. Lift station separate electrical permit. Response: A copy of this response letter is being copied to the General Contractor, Malcomson Construction. (Per our conversation, either the GC or Electrical Contractor may pull this permit separately.) No actual response required. 9_ Refrigeration condensate to exterior not to sanitary. Response: Condensate from the walk-in cooler and freezer was submitted with floor drain connected to the Sanitary Sewer. Refer to revised Sheets P1.1 and P2.1; floor drain line now discharges to new 4" storm line exiting the building, connecting to existing storm drain on drive- thru side of building. (Refer to 8-V:" x 11" partial plan from P1.1 and P2.1 with this letter.) Full-size signed and sealed revised drawings to follow. I believe this should satisfy your comments to date. Please call should you have any questions on any of the above. Sincerely, 71n Jerry Fis er Project Manager c: Malcomson Construction - Attn: Dave Malcomson via fax (727) 556-2868 Lake Mary Blvd./17-92 LLC - Attn: Suzanne Konchan via fax (386) 255-8758 201157csbdOl . doc CITY Off' SANFORD PERNDT APPLICATION Parnk No.: I2 - Z2 `t, Date•. 9/ 17102 Job Address: 3803 Orlando Dr., Sanford,FL 32773 Permit Typa: % Building Electrical Mechanical Plumbing Fire AJarn4priakler Description of Work: New Construction of Walgreens Drug Store Additional Informatloo`or Electrical i Plumbing Permits '. Electrical: -Addition/Alteration____Change of Service XTemporaey Pole ,Nrw AMP Service pl of AMPS 1000 1 Plumbing/Residential: AddidoWAlteratiots New Construction (One Closet Plus _ Additional) Plumbing/Commercial: Number of F:.:tusrs 11 Number of Water dt Sewer Drainage Lines 5 Number of Gas Lines Occapancy Typ:: _Residents .i %Cam :,ercial ` iadustria? Type of Construction:lSYnrper,til pd flood Zone: % Parcel No.: 14203030000500000 Total Sq Ftg: 14,490 Value of Work: S 930,000 Number of Stories: 1 Number of Dwelling Units: Attach Proof of Ownership do Legal Description) Owner/Addrem?hone:Charles Wayne Properties 1030 W. International Speedway Blvd., Daytona Beach,FL 32114 _ 386-238-3600 Contractor/Address/Phone: Malcolmson Construction Co., Inc. 727-556-28.00- 3350 122nd Avenue N., St.Petersburg,FL 33716 State License Number: CGCO12729 Contact Person: Joe Chenault Phone dt Fax Number: 727-556-2800/727-556-2868 Title Holder (If other than Owner): Address: Bonding Company: Address: Mortgage Lender: Address: Architect/Engineer Cuhaci Peterson Architects Phone No.: 407-228-4220 Address: 1220 Alden Road, Orlando,FL 32803 Fax No.: 407-228-4219 App cation is hereby made Co obtain a permit :o 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 WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS. etc. OWNF,R'S A FIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in complier x with W applicable laws regulating construction and zoning. WARNING 'f0 OWNER: YOUR FAILURE TO RECORD A NOTICE OF 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 POUR NOTICE OF COMMENCEMENT. SOTICg: In addition to the requirements of this permit. there may be additional restrictions applicable to this property that rray be found in the public records of this county, and there may be additional permits required from other governmental entities such as rater management districts, state agencies, or federal agencies. _ 4oceptaoee of permit is verification that I will noeify the owner of the property of the r of on Lien w. FS'7'13. OY q (0 0 ofOwner/Ag t ' jj,,,, Date Signature of Con nor/A gertr Date7nmotS. Q 41 David R. Malcoltason tint Owner/Age is Name Print Contttjst r/AgattName Vx/ 0 P7 10 2- viature of Not -Ste , Ior y,* sans Dztc; Signature of N -State of Florida Date I ; F'! : OmMISSION M DD OO4563 s = EXPIRES February 25, 2005 4ef , E tttavaCka eo, aw n,N Notary Pua c U a..wdan • My COnYM11aitxr DD015M ' Expires July 31 + wooer/ Agent is Personally Known to Me or Contractor/Agent is Personally Known to Me or Produced ID Produced ID PPLICATIOIi APPROVED BY: _ _ Date: 27 a3—. Z pecial, Conditions: COUNTY U[ IMPACT F[E STATEMENl STATEMENT NUMBER: 02100007 DATE: October 02, 2002 BUILDING APPLICATION #: 02-1000074Y BUILDING PERMIT NUMBER: 02-10000747 UNIT ADDRESS: 3803 ORLANDO DR 14-20-30-300-0050-00(X} 7RAFFIC ZONE:022 JURISDICTION: SEC: TWPu RNG: SUF: PARCEL: SUBDIVISION: TRACT: PLAT BOOK: PLAT BOOK PAGE: BLOCK: L8Tx OWNER NAMEx ADDRESS: APPLICANT NAME: LAKE MARY BLVD 7-92 L.C. ADDRESS: 1030 W INTERNATIONAL SPEEDWAY DAYTONA BEACH DAYTONA BEACH LAND USE: RETA& - WALGREB4'S TYPE USE: ^^ . WORK DESCRIPTION: CITY-SANFORD FEE BENEFIT RATE UNIT CALC UNIT TOTAL DUE TYPE DI8T SCHED RATE UNITS TYPE RUADS-ARTERIALS CO -WIDE ORD Retail < 50K Square Feet 3,421.00 14.490 1000gsft 49,570.29 ROADS -COLLECTORS NORTH ORD Retail < 50K Square Feet 692.00 14.490 1000gs1t 10,027.08 FIRE RESCUE N/A 0O LIBRARY NyA 00 SCHOOLS N/A OV ^ PARKS - N/A 00 ' LAW ENFORCE N/A 0V w CREDIT FEES: SCI ROA)) ARTERIALS A Special Use 9,954.44 1.000 unit 9,954.44' SCI ROAD COLLECTORS NORTH SpeLial Use 2,014.37 2,O14.3"' AMOUNT AMOUNT DUE 47,628.56 STATEMENT -T -\ u ^ RECEIVED BY:v_+~"^''_I8NATUKE: PLEASE PRINY NAME) DATE: NOTE TO RECEIVING SIGNATORY/APPLICANT: I TO NOTIFY OWNER AND ENSURE TIMELY PAYMENT MAY RESULT IN YOUR LIABILITY FOR THE FEE. *** DISTRIBUTION: 1-BLDG DEPT 3-APPLICANT 2-FINANCE 4-LAND MANAGEMENT NO - PERSONS ARE ADVISED THAT THIS IS A STATEMENT OF FEES DUE UNDER THE ' SEMINOLE COUNTY ROAD,FIRE/RESCUE LIBRARY AND/OR EDUCATIONAL I U NC E OF A BUILDI"8 PERMIT. PERSONS ARE ALSO ADVISED THAT ANY RIGHTS OF THE APPLICANT OR OWNER, TO APPEAL THE CALCULATION OF ANY OF THE ABOVE MENTIONED I,.PACT FEES MUST BE EXERCISED BY FILING A WRITTEN REQUEST WITHIN 45 CALENDAR DAYS OF THE RECEIVING SIGNATURE DATE ABOVE BUT NOT LATER THAN CERTIFICATE OF OCCUPANCY OR OCCUPANCY. THE REQUEST FOR REVIEW . MUST MEET THE REQUIREMENTS OF THE COUNTY LAND DEVELOPMENT CODE. COPIES OF RULES GOVERNING APPEALS MAY BE PICKED UP OR REQUESTED ~ " FROM'THE PLAN /I PLEMENTATION OFFICE: /1101 EAST FIRST STREET,, SANFORD FL, 3277/1; 407-665-356. ' ' PAYMENT SHOULD BE MADE TO: SEMINOLE COUNTY OR CITY OF SANFORD BUILDING DEPARTMENT 1101 EAST FIRST STREET SANFORD, FL 32771 PAYMENT SIK]ULD BE BY CHECK OR MONEY ORDER AND SHOULD REFERENCE THE COUNTY BUILDING PERMIT NUMBER AT THE .OP LEFT OF THIS STATEMENT. THIS STATEME ' IS NO LONGER VALID IF A BUILDING PERMIT IS NOT**c ISSUED WITHIN 60 CALENDAR DAYS OF THE RECEIVING SIGNATURE DATE ABOVE low, ...10 w fir............... •..n .........r ....... •...... PREPARED BY: Dwight I. Cool, &.quire POHL & SHORT; P.A. Post Office Box 3208 Winter Park, Florida 32790 File No. 2819-16 Permit No.: 022276 Tax Folio No.: I I STATE OF FLORIDA COUNTY OF ORANGE NARYANNE NORBE, CLERK OF CIRCUIT COURT BRINDLE COUNTY BK 04557 PG 0613 CLERKS tt 2002956400 RECORDED 10/11/2002 lls3049 All RECORDING FEES 19.50 RECORDED BY N Noldon I NOTICE OF COMMENCEMENT THE UNDERSIGNED hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement: DESCRIPTION OF PROPERTY: SEE EXHIBIT "A" ATTACHED HERETO AND MADE A PART HEREOF. 2. GENERAL DESCRIPTION OF IMPROVEMENT: Commercial Construction 3. OWNER INFORMATION: a. Name: Lake Mary Boulevard 17-92 L.C., a Florida limited liability company b. Address: c/o Charles Wayne Properties, Inc. 1030 West International Speedway Boulevard Daytona Beach, Florida 32114 C. Interest in Property: Owner d. Name and address of fee simple title holder, if other than Owner: N/A. 4. CONTRACTOR: a. Name: b. Address: C. Phone Number: d. Fax Number: 5. SURETY: a. Name: b. Address: C. Phone Number: d. Fax Number: e. Amount of bond Malcolmson Construction Company, Inc. 3350122"d Avenue, St. Petersburg, Florida 33716 727) 556-2800 N/A - CERTME13 COPY MARYANNE MORSE CLERK OF CIRCUIT COURT N/A SEMINOLE COUNTY. FLOWA N/A gY N/A' DEPUTY CLERM N/A (Optional, if service by fax'is acceptable.) LOCI 1 . 2002 N/A I H.\DATA\2819\016\does\NOC-002.doc Need RIS for iif L n FILE NUM 8002956400 OR BOOK 04557 PAGE 0614 6. LENDER: a. Name: REGIONS BANK b. Address: 425 U.S. Highway 17-92 South, Longwood, FL 32750 a. Phone Number: (407) 919-2725 d. Fax Number: (407) 695-0883 7. PERSONS WITHIN THE STATE OF .FLORIDA DESIGNATED BY OWNER UPON WHOM NOTICES. OR OTHER. DOCUMENTS MAY BE SERVED AS PROVIDED BY SECTION 713.13(1)(a)7., FLORIDA STATUTES: a. Name: ( Charles S. Lichtigman b. Address: ` c/o Charles Wayne Properties, Inc. 1030 West International Speedway Boulevard Daytona Beach, Florida 32114 C. Phone Number: N/A` d. Fax Number: N/A I, 8. IN ADDITION TO HIMSELF, OWNER DESIGNATES BRETT BRYANT, VICE PRESIDENT, OF1REGIONS BANK, WHOSE ADDRESS IS'425 U.S. HIGHWAY 17-92 SOUTH, LONGWOOD, FLORIDA 32750, TO RECEIVE A COPY OF THE LIENOR'S NOTICE AS PROVIDED IN SECTION 713.13(1)(b), FLORIDA STATUTES. a. Phone Number: (407) 919-2725 b. "Fax Number: (407) 695-0883 9. EXPIRATION DATE OF NOTICE OF COMMENCEMENT (THE EXPIRATION DATE IS 1 YEAR FROM THE DATE OF RECORDING UNLESS A DIFFERENT DATE IS SPECIFIED): LAKE MARY BOULEVARD, L.C., a Florida limited liability company By: c Charles S. Lichtigman, Managing Me er STATE OF FLORIDA COUNTY OF ORANGE i The foregoing instrument was acknowledged before me this day of September, 2002, by Charles S: Lichtigman, as Managing Member of LAKE MARY BOULEVARD 17-92 L.C., a Florida limited liability company, on behalf of the company. He O is personally known to me or 0 produced , or O-Driver's License, as identification. SUEIYNN VAUGHAN ti ` IMy Comm Exp. 7/22/05l• •, No. DD 043YP I ice 11 PermnaN trim" 11 I Omer I.D. N.\DATA\I619\016\dOC.\NOC•002.dOC 1 2 FILE NUM 2002956400 OR BOOK 04557 PAGE 0615 EXHIBIT "A" PARCEL 1 A PORTION :OF THE SOUTH 242.4 FEET OF THE NORTH 523 V2 FEET OF ALL THE NW %4 OF THE NE '/4 OF SECTION 14, TOWNSHIP 20 SOUTH, RANGE 30 EAST LYING EAST OF STATE ROAD, SEMINOLE COUNTY, FLORIDA, MORE PARTICULARLYROAD, AS FOLLOWS: I COMMENCING AT THE INTERSECTION OF THE EXISTING SOUTHERLY RIGHT-OF-WAY LINE OF LAKE MARY BOULEVARD AS SHOWN ON SEMINOLE COUNTY RIGHT-OF- WAY MAP AND THE WEST LINE OF LOT 8 OF SUNLAND ESTATES AS RECORDED IN PLAT BOOK 11, PAGES 16 THROUGH 22 OF THE _\ PUBLIC RECORDS • OF SEMINOLE COUNTY, FLORIDA; THENCE RUN S00003'45"E, ALONG THE WEST LINE OF SAID SUNLAND ESTATES AND SAID SOUTHERLY RIGHT-OF-WAY LINE, A DISTANCE OF 176.04 FEET TO THE NORTH LINE OF SAID SOUTH 242.4 FEET, THENCE S89054'47"W ALONG SAID SOUTHERLY RIGHT-OF-WAY LINE AND SAID NORTH LI_ OF THE SOUTH 242.4 FEET, A DISTANCE OF 325.00 FEET OR A POINT OF BEGINNING: THENCE S42°03'38"E A DISTAN E OF 67.25 FEET; THENCE S00°03'45"E ADISTANCEOF192.46 =T TO A POINT ON THE SOUTH LINE OF SAID NORT14 523.5 I FEhT; THENCE S89°54'47"W, ALONG SAID SOUTH LINE; A DI ETA 4CE OF 585.67 FEET TO THE EASTERLY RIGHT-OF-WAY LINE; OF U.S. HIGHWAY 17-92; THENCE N25°00'30"E, !ALONG SAID EASTERLY RIGHT-OF-WAY LINE, A DISTANCE. OF 267.66 FEET TO ,A POINT ON SAID NORTH LINE OF SAID SO ' TH 242.4 FEET; THENCE N89°54'47"E, ALONG SAID NORTH LINE: OF SAID 242.4 FEET, A DISTANCE OF 427.26 FEET TO THE POINT OF BEGINNING. I I PARCEL 2 BEGIN 281.10, FEET SOUTH AND 325 FEET WEST OF NORTHEAST CORNER, GOVERNMENT LOT 2, SECTION 14, TOWNSHIP 20 SOUTH, RANGE 30 EAST, RUN NORTH 106.69 FEET, THENCE NORTH 78 DEGREES 43 MINUTES 9 SECONDS WEST,352.27 FEET, THENCE SOUTH 25 DEGREES 30 SECONDS WEST 194.17 FEET, THENCE EAST TO POINT OF BEGINNING; ALL IN SEMINOLE COUNTY, FLORIDA. FILE NUM 2002956400 OR BOOK 04557 PAGE 0616 PARCEL 1 AND PARCEL 2 ABOVE'ALSO DESCRIBED AS: A PORTION;OF THE NORTHEAST '/. OF SECTION 14, TOWNSHIP 20 SOUTH, RANGE 30 EAST, SEMINOLE COUNTY, FLORIDA, MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCE AT THE INTERSECTON OF THE EXISTING SOUTH RIGHT-OF-WAY LINE llOF LAKE MARY BOULEVARD AS SHOWN ON SEMINOLE COUNTY RIGHT-OF-WAY MAP AND THE WEST LINE OF SUNLAND ESTATES AS RECORDED IN PLAT BOOK 11, PAGES 16 I THROUGH 22 OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA; THENCE RUN S00°03'45"E, ALONG SAID WEST LINE OF SUNLAND ESTATES A DISTANCE OF 226.04 FEET; THENd S89054'47"W A DISTANCE OF 280.00 FEET FOR THE POINT OF BEGINNING; THENCE S00°03'45"E, A DISTANCE OF 192.40 FEET TO A POINT ON THE SOUTH LINE OF THE NORTH 523.5 FEET OF THE NORTHWEST '/4 OF THE NORTHEAST '/4 OF SAID SECTION 14; THENCE S89054'47"W, ALONG SAID SOUTH LINE, A .DISTANCE OF 585.67 FEET TO A POINT ON ITHE EASTERLY RIGHT-OF-WAY LINE OF ` U.S. HIGHWAY 17-92; THENCE N25600'30"E, ALONG SAID EASTERLY RIGHT-OF-WAY LINE, A DISTANCE OF 462.04 FEET TO SAID SOUTH RIGHT-OF-WAY LINE OF LAKE MARY BOULEVARD; THENCE RUN S78043'09"E, ALONG SAID SOUTH RIGHT-OF-WAY LINE, A DISTANCE OF 351.76 FEET; THENCE- S00°03'45"E A DISTANCE OF 106.69 FEET; THENCE S42°03'38"E A DISTANCE Off' 67.25 FEET TO THE POINT OF BEGINNING. I w w+.. ..sr.e+O.awarua.r • ' f 4. i ;: 11 i 1I BP200I03 CITY OF SANFORD 9/26/02 Application Inquiry Fees 16:24:41 Application nbr 02 00002276 Property . . . . 3803 ORLANDO DR Fee Class/Type/Description Trans amt Amt due Struct Permit Insp A AF O1-APPLCTN FEE -BUILDING 10.00 10.00 A FN O1-FIRE IMPACT - NONRES 499.90 499.90 A F1 01-FIRE INSPECT -NEW CONST 289.80 289.80 P PF O1-PERMIT FEES 3755.00 3755.00 000000 BLCA00 A PN O1-POLICE IMPACT - NONRES 3187.80 3187.80 A RA O1-RADON GAS TAX FEE 72.45 72.45 A SC O1-RECOVERY FD/CERT. PGM. 72.45 72.45 A U3 WD IMPACT:COMMERCIAL 1137.50 1137.50 A U6 SD IMPACT:COMMERCIAL 2975.00 2975.00 Bottom Total due: 11999.90 Press Enter to continue. F3=Exit Fll=Change view F12=Cancel F10=Amt billed Z5Z , 000 L G 0-4 3 +' o a t I 09/76/2002 16:47 386-2558758 CHARLES WAYrE PKF r(UG 22 02 05:57p RMERICRM CIVIL EKG, CO. (407)327-0227 09/16/2002 07:33 4e7WUSG SBUMME co tev REV PAGE 02 P. PAN al MANNING AND DEYFIOIMENT DERMRTMW DEMOPMENT MEYFFW WHS/ON August 16, 2W2 THOMAS SKF.LTON. pE AMERICAN CIVIL ENGINEERING CO 207 N MOSS RD STE 211 WINTER SPRINGS, FL 327M RE: LAKE MARY SLVD ROW_YVALGREENS Dear MR SKELTON: On August 16. 2002 ale povemmmaRcvlew Dtvlslon omoved the sift plan for LAKEMARY13LVDPJDW-WALGREENS, diced August 7, 2002, The approved plans havebee^ stamped, signed and f waded io the appropriate Cow"y personnel and setrequiredforpo"ri lg wp be made avaasbN at the pre oorlstn dion cordsrerloe: Thisapplovatisvalidfaoneyear: FaiMae b =nmtsnoe w malt t cwwbuftn within thattime "I COON #m plan to to revaluated by the appropriate bodies and any newlyadoptedstandaldswEbeconaidwred. oo tePror+l or ote proJslt d—langwd upon pint of an applicable County fee: and agbmlsdkmanw+rn Permits. The Wowing moons also apply: TWO sets of the .wpimeww traffic study areA' the County p ior b oertI% is of mnoelion for w.way ' A P ratrugbq corlfersnoe vriN need to be be txfrstUed'wpwn* wighen a site ootlstruotivnIssued. To achodule a preonsUuglon / a Bit* hackieIarac11er11e. lrrsprrc0ons SPe1 or, at (407) N5.7409. In order b mite a* p(ooees Please PAX the Okkwn FOX dumber 407 663 7=) BEFORE your pre- nft 0" mi"cwthn nuMbW (AMSwwhIm Tldret number, iit O.432.4770) Mairrtensnce 01 tratoc Plan (lbr Only Work to takes Place on Seminole County Rot cfWay) One copy of COAMed on~s estimate for oonstrucgmt or One Dopy of executedcontractwtibeneededt0cdmlatepermitfoes, please ftemimMe" and under separate oowr. plOse submt the cost of any Imp cost In Whin ale pubft V*o-ways dr ko" eaeelrle t ftk8n out by coat ofpavement, d s g bWrove nw& 1191 tW naT iTWT w+FoaD FL UM'10* TIU"Cft IM) OW7371 FAX (4On W.7W 59/76/2692 16:47 386-2558758 CHARLES WAYNE PROP PACE 93 AUC ZZ OZ 05:57p RMERICRM CIVIL EMC. CO. (407)327-02Z7 p,3 E8/I6/2e80 07:39 487VZ7456 SEMINOLE CO CEV REV FAIL 02 Letter o(Autlroraatlon as Owners Agent la bD obtain a Setnbrola YQovamment310Penn* If Owner does OCR attend pfle,oD10ucWn mwbrlg, on kraes e an 10,000 cLft yards of 7iil or cut, a hauling roMautesbuforthemahWoulalctwiDbequwrequmoriredth. Shouldyou here arty further quOO=, feel free 10 give me a call at (407) W5.7341. it was a pleawm forwortstogetherihlsproject, s;r,cemiy, R James potter Senior Ergineor cc; THOIMAS SKELTON, . AMERICAN CIVIL ENOINEERWO CO, 207, N MOSS RD STE 211, WINTERSPRINGS, FL 32'708 Jea r AN Amm, Pdnd Itevlew Manager Ian Rafff. Pdndpal F% nnw John Thornmi, prko* Coordinator Jackie Lamnto, Insgsctione Supembw 7 F Serrlor UtS mInspe iot PRE Tds aft Deputy eo File 09/26/2002 16:47 386-2558758 CHARLES WAYNE PROP PAGE 01 MACHARLES WAYNE PROPERTIES, INC. lb MM tam er~ t7aytwra Beach 1030 W. Intemallonal Speedway 61vd. Daytona Beach. Florida 32114.308 385.230-M • Fax 2WO758 FAX TO: 1 dllrj54 PHONE: i ' J n IlJ COMPANY: San 4 3 3 o 5& 77p / r PAX: DATE: cZ%Q 7i TIME: FROM : Svzm n a ffordati PAGES INCLUDING COVER: J MESSAGE: oad IMPoii re CY^^%wlc^. Ottardo Arva 00ks: 2300 Maitland Grrter Parkway. Sulte 306 • Meitland, Florida 32751.7169.407.680.1500 • Fax 660.2053 Division of Corporations Pagel of 2 FlorikkP9parlpte ttgf tatg, QjVi, irnT of for o!-ati rr,rnul.sanrl i,nr. P ublc Iqury Florida Profit RKG PROPERTIES, INC. PRINCIPAL ADDRESS C/O ROBERT K. GREGORY, JR. 1800 SANFORD AVENUE SANFORD FL 32771-3562 Changed 11 /08/ 1990 MAILING ADDRESS C/O ROBERT K. GREGORY, JR. 1800 SANFORD AVENUE SANFORD FL 32771-3562 Changed 11/08/1990 Document Number FEI Number Date Filed K03631 592861334 11/19/1987 State Status Effective Date FL ACTIVE 11 /12/1987 Reizistered Aizent Name & Address GREGORY, ROBERT K., JR. 1800 SANFORD AVENUE SANFORD FL 32771 Address Changed: 07/30/1996 Officer/Director Detail Name & Address Title GREGORY, ROBERT K., JR. 1800 SANFORD AVENUE PD SANFORD FL 32771 GREGORY, JANICE P. 1800 SANFORD AVENUE STD SANFORD FL 32771 0 http://www.sunbiz.orglscriptslcordet.exe?al=DETFIL&nl=KO3631&n2=NAMFWD&n3=0( 9/26/2002 Division of Corporations Page 2 of 2 GREGORY, NORMAN B. II1950LAKEMARKHANROAD D SANFORD FL 32771 I 452 PALM DRIVE D SANFORD FL 32771 Annual Reports Repo Year Filed Date Intan ible Tax 2000 05/17/2000 Y 2001 05/05/2001 2002 05/21 /2002 r Return to List Next Filing r Previous Filing r No Events No Name History Information View Document Images) THIS IS NOT OFFICIAL RECORD; SEE DOCUMENTS IF QUESTION OR CONFLICT Corporations Inquiry Corporations Help http://www.sunbiz.org/scriptslcordet.exe?al=DETFIL&n 1=KO3631 &n2=NAMFWD&n3=1... 9/26/2002 t0a4 CITY OF SANFORD PLANS REVIEW COMMENT SHEET DATE C f-1 b " O Z PROJECT: ADDRESS: CONTRACTOR: OWNER: PLANS REVIEWED BY: Z (, V 3, PERSON NOTIFIED 4 DATE: c(- PHONE: NO ONE NOTIFIED: DAT SPO CEIVED: 07 09/20/02 FRI 13:29 FAX 40T2284219 CURACI&PETERSON t t Cuhaci & IN Peterson, .Architects FI. cotyvtate conircate uAA eoo0526 4ECEI ED SEP 2 3 20uc Lonnie G. Peterson. A1n 20 September 2002 Prestdent lamta E. nuwn.. A1.1 Mice Preaident City of Sanford Building Dept. Michael E. Lynch. RA 300 North Park Oce Prrsrdrnt Sanford, FL 32771 Fart: (407) 330-5677 Noncerm U. Campos Ann: Mr. Bob Bott Uirroor of Ucoixn Crtg N. Simpcuu. AIA 'WALdkMNS:STORE-'#6970 = CP: 201157 Pire tor nfAmilitectsery SANFORD, F'>;ORWA Jay It. Adkinson PLANS REVIEW LETTER, DATED 9-16-02 Dimcior of Techno/ory Dear Bob: Professional ftiarativns Thank you for taking time with me on the phone on September IVh to clarify the questions I had on your Alcrhanra comments. Aranna Murky"'as California Below, please find your conuncnts with our responses in bold text. Additionally, we have attached Colorado 8-'/:" x 11" partial drawings if noted in our response. We have clouded the drawings with Revision ela'°a'" #3, dated 9/19/2002 for ease of finding the affected change. Revised full-size signed and sealedrturhta coevrem drawings will follow for insertion into the Permit Submission sets. hrdtarm tmas 1. Trash chutes require a sprinkler head in chute or damKansasqp per' Ketrtrrckv Response: Per our phone conversation, we have either option to choose from. We have Lcrseisiaa contacted Walgreens' Compactor Vender, Aces Equipment Co., Attn: Mike Carver, (630) hrur7da„ mass"r.hnsera 307-7044. This vender installs the compactor, the chute and the steel door opening into the M,chr,to,r chute for all Walgreens stores nationwide. He recommended we choose the sprinkler bead Mrss. Twf IMi)over the Damper solution based on costs. Thus, we have indicated on the Compactor Section rvur Nehrarko Detail Drawing 3 on Sheet A0.1 that the compactor chute installer is to provide a sprinkler New jervey head housing for a sprinkler bead. Sprinkler bead and servicing piping will be by theNr.r Utxicv ivoy 4A Sprinkler Contractor. (see attached 8-%" x 11 of that drawing) ivurtn Carutina units Qltohnnrrr 2 Wood to be fire treated. Umicen Response: Per our phone conversation, this comment is in reference to interior plywood So & Corofiaa blocking, specifically in the Pharmacy where 5/8" drywall is being substituted with 518" Tirntre.twe plywood for wall -mounted wall shelving, etc. Refer to attached 8-%" x 11" of Interior Rxets Elevation 13 from Sheet A3.1, General Note added to drawing. Plywood may be fire rtttrtt retardant or Contractor may use an applied fire retardant product. Cans to be retained onlcrnrvnltdtCttypplitttp ( Virginia sitefor City of Sanford Field Inspector). 1M4rshlolvn 3. Downspouts discharge 1'-V from structure if not impervious. Afrclialed ottice Response: Flat roof downspouts drain to Storm Sewer System. Low canopy roofs drain down ithrurd.t. r: urwci,s Assoc. under sidewalks and out to closest curb, then sheet drained on pavement to storm drainage Otiose'". UrNeria. Canada system. Comment is not applicable. 1220 Aldan Road Orlando, FL 32903- 2546 407) 228-4220 Fax (407) 228. 4219 http:/twww.c- p.com 09/20/02 FRI 13:29 FAX 4072284219 CUIIACI&PETERSON Z002 Mr. Bob Bott . 20 September 2002 Page 2 4. Provide method of attachment of angle supporting metal dock @ perimeter. Response: Attacbment detail is presently shown on Sheet S-5, Detail 5. 5. Provide recommendations for puddle weld for metal deck. Response: Weld for steel deck indicated on Sheet S-1 • Steel Deck Note C. (5/8" with 36/4 fastener lay-ouL) Per my conversation with our Structural Engineer, this information is correct. 6. Prior to pour, provide compaction test results and form board survey. Response: A copy of this response letter is being copied to the General Contractor, Malcomson Construction. No actual response required. 7. Drywall screw inspection required. Response: A copy of this response letter Is being copied to the General Contractor, Malcomson Construction. No actual response required. 8. Lift station separate electrical permit. Response: A copy of this response letter is being copied to the General Contractor, Malcomson Construction. (Per our conversation, either the GC or Electrical Contractor may pull this permit separately.) No actual response required. 9. Refrigeration condensate to exterior not to sanitary. Response: Condensate from the walk-in cooler and freezer was submitted with floor drain connected to the Sanitary Sewer. Refer to revised Sheets Yl.l and P2.1; floor drain line now discharges to new 4" storm line exiting the building, connecting to existing storm drain on drive-thru side of building. (Refer to 8-K" x 11" partial plan from P1.1 and P2.1 with this letter.) Full-size signed and sealed revised drawings to follow. 1 believe this should satisfy your comments to date. Please call should you have any questions on any of the above. Sincerely, A g Jerry Fis er Project Manager c: Malcomson Construction - Attn- Dave Malcomson via fax (727) 556-2868 Lake Mary Blvd./17-92 LLC - AUn: Suzanne Konchan via fax (386) 255-8758 201157csbd01.doc 19V JUPA-L FLASH AND SEAL CHUTE — BY GENERAL CONTRACTOR COMPACTOR CHUTE TC IOR COMPACTOR INSTALLER TO PAINT PROVIDE HOUSING FOR CHUTE AND DOGHOUSE TO OMPACTOR PAINT COLOR. MATCH SPRINKLER HEAD CO—ORDINATE WN/ SPRINKLER CONTRACTOR SANFORD BLDG. DEPT.—COMMENT) 0 NOTE: k BOTH MINIMUM DIMENSIONS TO BE SATISFIED I DOGHOUSE BY MEET OR EXCEED d COMPACTOR'S MIN.). INSTALLERS CHUTE MUST CONTAINER PITCH TO EXTERIOR. WOOD FENCE ON GALVANIZED STEEL POSTS WITH 6" GATE POSTS. x CARDBOARD (TYP.) I in SEE DETAIL 5 k 7/AO.3 i I FLUSH PAVEMENT j NO STEP) 1; g. so U 7 BOLTS BY COMPACTOR1NSTALIERANCHOR MAXIMUM CONCRETE PAD SLOPE: 2' PER I I CONC. FOOTINGS FOR 10' WIDTH (1.66R — SIDE TO SIDE). I STEEL POSTS BEYOND. MAXIMUM CONCRETE PAD DECLINE AND SEE STRUCTURAL DRAWINGS. INCLINE (FRONT TO BACK): 10" PER 40' CONTAINER STOPS OR ADDITIONADITIOPIS, COMPACTOR ANCHORING MAY BE REQUIRED. SCALE: 1 2= 1 -0 3 INTERIOR ELEVATION SCALE: 1/4"=1'-0" (PHARMACY) 0 0A 09/20/02 FRI 13:31 FAX 4072284219 CtIHACI&PETERSON Qh005 3 i I KHIIVIIVI KVVm I I II II II 11 APer City of Sanford II Condensate moay not I I drain into Sanitary I I revised to new 4' storim I I PASSAGE 2 II Il 4" DIA. STORM.' I I II UNDERGROUND STORM ORAI II SEE CIVIL DRAWINGS { FOR ACTUAL LOCATION II II II II I1 i OFFICE I I II II II II PLUMBING PLAN 0 r+ SCALE: I 8= 1 -0 09/20/02 FRI 13:31 FAX 4072284219 CUHACI&PETERSON z 006 4.J Jul 26 02 10:30a NO Permit No.: Job Address: 3$03 Permit Type: X B Description of Work: AMERICAN CIVIL 'ENG. CO. I1[4071)32710227 P- A -6 CITY OF SANFORI) PE. RMT APPLICATION j ol; . _ Electrical _--)L Mechanical Plumbing _ Tire Alarm/Sprinkler Additional Information for Electrical: —Addition/Alteration Change of Service T Plumbing/Residential: Additi ,/Alteration • New C Plumbing/Commercial: Number of Fi es Number of V Occupancy Type: Residential X Z.. Type of Construction: Parcel No.: Owner/Address/Phone :O r r , Contractor/ tri al & Plumbing Permits r; ry Pole'- ' New AMP Service (# of AMPS t3 ) ction (One Closet Plus Additional) Sewer Drainage Lines Number of Gas Lines I ercial , Industrial Total S Ft i' iI ::.. " t. j, • p q g , Vailue'of Work: $ toodZone: Number of Store Number of Dwelling t I _ :,. 6 Units: Attac oof of Ownership &Legal Description) PA (thy;./IP,--I : IF1 ,,, --- ^L _.,t-- t t- F- Contact Person:-....r.., ,,.. ,. Title Holder (If other than,Owner): Address: Bonding Company: Address: Mortgage Lender: Address: Arch itect/Engineer_uvi } •'p Address:IUZ Wenlr) f lY., I M® State License Nturiber: Phone & Fax Number: - -. _ Application is hereby made to/ RA a p t to do the work and installa ions commenced prior to the issuana palm' and that all work will be per rminthisjurisdiction. I understaa se to permit must be secured for L POOLS, FURNACES, BOILEEAT RS, TANKS, and AIR CONDI'I C OWNER' S AFFIDAVIT: I ceat' 11 of the foregoing information is a all applicable laws rcgulating con and zoning. WARNING TO O COMMENCEMENT MAY R1N YOUR PAYING TWICE FOR IMP. INTEND TO OBTAIN FINAN, CONSULT WITH YOUR LENDER Ol NOTICE OF COMMENCEMNOTICE: In addition tothoreqentsofthispermit, there may be addition. found in the public records of tnty; and there may be additional permits water management districts,, stancies or federal agencies;'. Acceptance of permit is venfi ti6h that I will notifythe owner of the property Phone Nc.: i01- $ - 4ZZp Fax No.: AM - ZZg - 42) a _ as indicated. 1 certify that no work or'installation has ed to meet standards of all laws regulating construction ECTRICAL WORK, PLUMBING,, SIGNS, WELLS, HERS, etc. rate and that all work will be done in compliance with ER: YOUR FAILURE TO RECORD A NOTICE OF tOVEMENTS TO YOUR PROPERTY. IF YOU AN ATTORNEY BEFORE RECORDING YOUR I estrictions applicable to this property that may be r uired from other governmental entities such as o he requirements of Florida Lien Law, FS 713, Scci of wner gen ' :. + ate Signature o Print Owner/ gent' s N e h n A _ .- Print Contra MIS .— •,•a,..p. .. Dater , t L AFFOLTEWq it Sign atuie ofr MY CORNISSION 6 DD 0114563 EXPIRES: February 25, 2oo5 • _ Bonded Th,u NotM Pd* Undawdpn r ,' ontractor/Agent, dAgent' s Namc Date otary-State of Florrida t' Date Owner/ gen is V.-Person all s Known to Me• or y, • Contractor/Agentis Personally Known to Me or Produced ID ProducedID. ' - APPLICATION APPROVED 13Y: Date: . +C-t.. . Z SpecialConditions: w •_ 1 c c> n[ ./ - , ` "; ,; ` ' R FROM :CHARIES WAYNE COMPANIES 00/85/7RR9 1R!Rd 02 103306 FAX NO. :4076602053 Aug. 05 2002 12:52PM P1 19DF7F6A76A CMAr4= WAVFC Or raAC C: RMERICHM CIVIL CNN. CO. 14071327-OP.27 p.2 CITY OF SM FORIf PF.AMiM APPLICATION Perfbh No : __ Job Addt 5 03 011mr -I- Due: rw. Jx n14miks 6inlrky M wekel f Mumblalt FWDA ftralt DeeeHpaerorWork; +c.rX'/yy.{ i.. lertn/6ltrinkta c11Zi/Y},, fe Addltlo"I 1011brmatioe ror Eketrteel a Plomblag Perinileetrlaa: _Addition'Altetellal —Chants orservke ...._TomPO ly Pole _Nr w AMP Savim (N orAMPSPluwbindlResber,tlsl --AddlliaJAllvation „Ne\vt:p aotior, (One pONr Piw Addidogaf) Mt11aNeR/C emaaorelal: Nw eber of Futuna ^ darer or Wetp aSrwtr sje Linn— Number or0m Lir>es Oeeapoeey Type: _ Row") X Ctertia..4.l bt UWAI TWI Sq Ie1S: 1. S } Vill" of Work: Type of Cowtrnotinat ,r,.,....._. riaotl7waet_[ Nutaber of tN Number or uweRMg Udtr. PerceI No.: i - Q N•d w t'r- , v —.— (An fofOvraenhip S Legal lkrcr! ian0lrixr/Addrers'PhOns: td6 Nnnl'Fn,,1 m r i'1.as , . i wrL _ .,. _ , . . _ . ConhWGrrAd&aWPhontk Stele Idrenae Ntuabar' Canlect Perm_ —' Mora et Jin Nutobw; _ TWO hidder (if other Ruin Owner) Addrur '— Doodbia Company: Adtnt NirfSW Lunde: Addro.: McbludVEsiginwr LY 1 Admisaa: LM-Alain - Q,hndQ. l 1. s rsx N .;.42211TaxNa.: Q,LZ2g - 1F2.1 APplhrttion It hereby rsmk to'abldin a Permit to do the work and inrtetlalom es Indift I WHY that no work of'IntraqulM hmmt>md Prior to the ieeusm orb immltand dlel all work will be Pafortrlad to rasa tlendpfdo of all laws reguletiat orntattlt forlhtmbJuriadistlat, I understood that a xpen;o pelmlttnwt be et cured fir ELECTRICAL WDhx, PL.UMDIN0. SIGNS. WELLS, POOLS. FURNACES, DOILM. HRATBRS. TANKS, odd Art COND1'Y'1ONERS, ac, W1VSR 3 F1DAY1]`; J fy dm'atll orthe foregoing infbmtNlvn ie tsaalnta etd dlw oft »ark will be dens is twmpllanc. +vithelllopliableItwarogtdnt(n6 eenatrucllpt e td screens. WARNING TO OW L. YOUR PAILM.. To 12C M A MMCE OFCEMENTMAYRESULTINYOURPAYINGTW= POR IMPAOVEMBNTS TO YOUR PROPBM. IF YOUMUMTOOBTAINFJNANC1M' CONSULT WITH YOUR LLWM OR AN ATT'ORMy 3gFORE RBCORDfNO YOUR MICEOFCOMMENCBJ+ m. in etlditlon to the Legal Wment4 of FAII perutil. Mean may be MmIllene) teoktiar 4"Jiaable to this property Chu may be huedbrisePublicneeordeoftblsoaaty, and three mly be edditlonef petmim ttepuired Mom athtf dowrimental mtkies such" atermarattentaerdistrIols.1111te egeloln. or Rderal gMgIft, ant? will aosl' the otvlter of th9 PMPoty of tk (WAromtnts of llmida Lien I.a r, M. 713, MY COMMISSION If CC 992587 EXPIRES: January 9, 2005. Ballad Thru Notary Public undenrntenc 11" IA9ent U IL Po mally Known to Ale or Produced IQ trLMWOofContrNW/ Ateatt Due prU', IConlnMoN— 9ilpttnve orNttnrysute orfMlida fire ' Collb' ttctarlAient la Pete mIly (sown to Me or 14aducedID I' ALICAT!OH APPROVED DY: a) Cotdillaan ' wil' ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs EnergyGauge FlaCom v1.22 FORM 40OA-2001 Whole Building Performance Method for Commercial Buildings jurisdiction: SANFORD, SEMINOLE COUNTY, FL (691500) Short Desc• Walgreens Project: Walgreens Store # 06970 Owner. Walgreens Address: S.E.C.) Orlando 17-92 & Lake Mary City: Sanford State: Florida PermitNo. 0-- Zip: 0 Storeys: 1 Type: Retail (mercantile) GrossArea: 13795 Class: New Finished building Net Area: 13795 Max Tonnage: 8 (if different, write in) Compliance Summary Component Design Criteria Result Gross Energy Use 69.16 100.00 PASSES Other Envelope Requirements - A PASSES LIGHTING CONTROLS EXTERNAL LIGHTING HVAC SYSTEM PLANT WATER HEATING SYSTEMS PIPING SYSTEMS Met all required compliance from Check List? PASSES PASSES PASSES PASSES PASSES PASSES Yes/No/NA IMPORTANT NOTE: An input report Print -Out from EirergyGauge FluCon: of this design building must be submitted along with this Compliance Report. 6/28/02 EncrgyGaugc FlaCom FLCCSB .-1.22 a COMPLIANCE CERTIFICATION: I hereby certify that I the' plans and specifications covered by this calculation are in compliance with the Florida Energy Efficiency Code. DATE: I hereby certify that this building is in compliance with the Florida Energy Efficiency Code. OWNER AGENT: DATE: Review of the plans and specifications covered by this calculation indicates compliance with the Florida Energy Code. Before construction is completed, this building will be inspected for compliance in cordance with Section 553.908, F.S. BUILDING OFFICIAL: DATE: If required by Florida law, I hereby certify (') that the system design is in REGISTRATION compliance with the Florida Energy Code. No. ARCHITECT: ELECTRICAL SYSTEM DESIGNER LIGHTING SYSTEM DESIGNER: MECHANICAL SYSTEM DESIGNER: PLUMBING SYSTEM DESIGNER: 6 iA'ti'4 i Ole 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. 6/28/02 EncrkvGaugc FlaCom FLCCSB -0.22 2 Project: Walgreens Title: Walgreens Store # 06970 Type: Retail (mercantile) Location: SANFORD, SEMINOLE COUNTY, FL (691500) WEA File: Orlando.TMY Whole Building Compliance Design Reference Total 69.16 100.00 ELECTRICITY 69.16 100.00 AREA LIGHTS 24.94 34.58 SPACE COOL 21.12 30.99 SPACE HEAT 8.10 6.98 VENT FANS 15.00 27.46 Credits & Penalties (if any): Modified Points: = 69.17 PASSES Project: Walgreens Title: Walgreens Store # 06970 Type: Retail (mercantile) Location: SANFORD, SEMINOLE COUNTY, FL (691500) WEA File: Orlando.TMY Other Envelope Requirements Item Zone Description Design Limit Meet Rey. Pr0Zo1Rfl Front North Exterior Roof - Max Uo Limit 0.07 0.09 Yes Pr0Zo2Rfl Front South Exterior Roof - Max Uo Limit 0.07 0.09 Yes PrOZo3Rfl Rear North Exterior Roof - Max Uo Limit 0.07 0.09 Yes Pr0Zo4RfI Rcar South Exterior Roof - Max Uo Limit 0.07 0.09 Yes PrOZo5Rfl Pharmacy Exterior Roof - Max Uo Limit 0.07 0.09 Yes Pr0Zo6RfI General Stock Exterior Roof - Max Uo Limit 0.07 0.09 Yes Meets Other Envelope Requirements 6/28/02 Ener1;,i•Gautie FlaCom FLCCSB vl.22 External Lighting Compliance Description Category Allowance Area or Length W/Unit) or No. of Units ELPA CLP W) (W) Syft or ft) None Project: Walgrecns Title: Walgrecns Store # 06970 Type: Retail (mercantile) Location: SANFORD, SEMINOLE COUNTY, FL (691500) WEA File: Orlando.TMY Lighting Controls Compliance Acronym Ashrae ID Description Area No. of Design sy.ft) Tasks CP Min Compli- CP ante PrOZoISp1 99 Retail Establishments 1,700 1 4 3 PASSES Merchandising & Circulation Area) Applicable to all lighting, including accen Pr0Zo2Spl 99 Retail Establishments 1,700 1 4 3 PASSES Merchandising & Circulation Area) Applicable to all lighting, including accen Pr0Zo3Sp1 99 Retail Establishments 3,984 1 9 7 PASSES Merchandising & Circulation Area) Applicable to all lighting, including accen Pr0Zo4Sp1 99 Retail Establishments 4,404 1 12 8 PASSES Merchandising & Circulation Area) Applicable to all lighting, including accen PrOZo5Spl 99 Retail Establishments 733 1 2 2 PASSES Merchandising & Circulation Area) Applicable to all lighting, including accen Pr0Zo6Sp1 99 Retail Establishments 1,274 1 3 2 PASSES Merchandising & Circulation Area) Applicable to all lighting, including accen PASSES 6/28/02 EnergyGauge FlaCom FLCCSB v1.22 Project: Walgreens Title: Walgreens Store # 06970 Type: Retail (mercantile) Location: SANFORD, SEMINOLE COUNTY, FL (691500) WEA File: Orlando.TMY System Report Compliance PrOSyl System I Room Air Conditioners w/o No. of Units Rev Cyc., w/ Louvered Sides 1 Component Category Capacity Design Eff Design IPLV Comp- Eff Criteria IPLV Criteria liance Cooling System Room A/c > 20000 BttL/ll 11.00 8.20 PASSES Cooling Heating System Electric Furnace 1.00 1.00 PASSES Air Handling Air Handler (Supply) - 0.42 0.80 PASSES System -Supply Constant Volume PrOSy2 System 2 Room Air Conditioners w/o No. of Units Rev Cyc., w/ Louvered Sides 1 apacityComponentCategoryC. Design Eff Design IPLV Comp - Eff Criteria IPLV Criteria liance Cooling System Room A/c > 20000 Btu/11 11.00 8.20 PASSES Cooling Heating System Electric Furnace 1.00 1.00 PASSES Air Handling Air Handler (Supply) - 0.42 0.80 PASSES System -Supply Constant Voluiue PrOSy3 System 3 Room Air Conditioners w/o No. of Units Rev Cyc., w/ Louvered Sides 1 Component Category Capacity Design Eff Design IPLV Comp- Eff Criteria IPLV Criteria liance Cooling System Room A/c > 20000 Btu/h 10.80 8.20 PASSES I Cooling Heating System Electric Furnace 1.00 1.00 PASSES Air Handling Air Handler (Supply) - 0.49 0.80 PASSES System -Supply Constant Volume PrOSy4 System 4 Room Air Conditioners w/o No. of Units Rev Cyc., w/ Louvered Sides 1 Component Category Capacity Desi;;n Eff Design IPLV Cump- Eft' Criteria IPLV Criteria liance Cooling System Roon1 A/c > 20000 BttJh 10.80 8.20 PASSES Cooling Heating System Electric Furnace 1.00 1.00 PASSES 6/28/02 EnerlyCauge FlaCom FLCCSB v1.22 Air Handling System -Supply Air Handler (Supply) - Constant Volume 0.49 0.80 PASSES PrOSy5 System 5 Room Air Conditioners w/o No. of Units Rev Cyc., w/ Louvered Sides Component Cooling System Heating System Air Handling System -Supply Category Capacity Room A/c > 20000 Btu/h Cooling Electric Furnace Air Handler (Supply) - Constant Volume Design Eff Design IPLV Comp- Eff Criteria IPLV Criteria liance 13.00 8.20 PASSES 1.00 1.00 PASSES 0.37 0.80 PASSES PrOSy6 System 6 Room Air Conditioners w/o No. of Units Rev Cyc., w/ Louvered Sides I Component Category Capacity Design Eff Design IPLV Comp- Eff Criteria IPLV Criteria liance Cooling System Heating System Air Handling System -Supply Room A/c > 20000 Btt h Cooling Electric Furnace Air Handler (Supply) - Constant Volume 13.00 8.20 PASSES 1.00 1.00 PASSES 0.37 0.80 PASSES PASSES Plant Compliance Description Installed Size Design Min No Eff Eff Design Min Category Comp IPLV IPLV liance None Water Heater Compliance Description Type Category Design Min Design Max Comp Eff Eff Loss Loss liance None 6/28/02 Energ)-Gauge FbCom FLCCSB -0.22 Piping System Compliance Category Pipe Dia • Is Operating Ins Cond Ins Req Ins Complianc inches] Runout? Temp [Btu-in/hr Thick [in] Thick [in] F] .SF.F1 None Project: Walgreens Title: Walgreens Store # 06970 Type: Retail (mercantile) Location: SANFORD, SE Other Required Compliance Category Section Requirement (write N/A in box if not applicable) Check Infiltration 406.1 Infiltration Criteria have been met System 407.1 HVAC Load sizing has been performed Ventilation 409.1 Ventilation criteria have been met ADS 410.1 Duct sizing and Design have been performed T & B 410.1 Testing and Balancing will be performed Electrical 413.1 Metering criteria have been met Motors 414.1 Motor efficiency criteria have been met Lighting 415.1 Lighting criteria have been met O & M 102.1 Operation/maintenance manual will be provided to owner Roof/Ceil 404.1 R-19 for Roof Deck with supply plenums beneath it Report 101 Input Report Print -Out from EnergyGauge FlaCom attached? 6/28/02 Energ)•Gauge FlaCom FLCCSB v1.22. ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs EnergyGauge FlaCom v1.22 INPUT DATA REPORT Proiect Information Project Name: Walgreens Project Title: Walgreens Store # 06970 Address: (S.E.C.) Orlando 17-92 & Lake Mary State: Florida Zip: 0 Owner. Walgreens Orientation: North Building Type: Retail (mercantile) Building Classification: New Finished building No.of Storeys: I GrossArea: 13795 Zones No Acronym Description Type Load Profile Area Multiplier Total Area Isn lsn 1 Front North Zone I CONDITIONED Uses Building Load 1700.0 1 1700.0 Profile 2 Front South Zone 2 CONDITIONED Uses Building Load 1700.0 1 1700.0 Profile 3 Rear North Zone 3 CONDITIONED Uses Building Load 3984.0 1 398.4.0 Profile 4 Rear South Zone 4 CONDITIONED Uses Building Load 4404.0 1 4404.0 Profile 6/28/02 EnergyGauge FlaCom FLCCSB v1.22 1 5 Pharmaa• Zone 5 CONDITIONED Uses Building Load 733.0 1 733.0 Profile 1274.0 El6GeneralStockZone6CONDITIONEDUsesBuildingLoad1274.0 1 Profile Spaces No Acronym Description Type Depth Width Height Multi Total Area Total Volume IN IN ft[ plier sf[ cq In Zonc: Front North 1 Pr0ZolSpl ZoOSpl Retail Establishments 35.00 48.57 12.00 l 1700.0 20400.0 Merchandising & Circulation Area) Applicable to all lighting, including accen In Zone: Front South 1 Pr0Zo2Sp1 Zo0SpI Retail Establishments 35.00 48.57 12.00 1 1700.0 20400.0 Merchandising & Circulation Area) Applicable to all lighting, including accen In Zone: Rear North I Pr0Zo3Sp I ZoOSp I Retail Establishments 48.00 83.00 12.00 1 3984.0 47808.0 Merchandising & Circulation Arca) Applicablc to all lighting, including accen In Zone: Rear South I PrOZo4Sp1 ZoOSpI Retail Establishments 52.43 84.00 12.00 l 4404.0 52847.4 Merchandising & Circulation Area) Applicable to all lighting, including accen In Zone: Pharmacy 1 Pr0Zo5Spl ZoOSpl Retail Establishments 36.65 20.00 10.50 1 733.0 7696.5 Merchandising & Circulation Area) Applicable to all lighting, including accen 6/28/02 EncrgyGauge FlaCom FLCCSB v1.22 In Zone: General Stock 1 PrOZo6Spl Zo0Sp1 Retail Establishments 15.93 80.00 12.00 1 1274.0 15288.0 Merchandising & Circulation Area) Applicable to all lighting, including accen Lighting No Type Power Control Type No.of wi Ctrl pts In Zone: Front North In Space: Pr0Zo1Sp1 l Recessed Fluorescent - No vent 4105.50 Manual On/Off 4 In Zone: Front South In Space: Pr0Zo2Sp1 1 Recessed Fluorescent - No vent 4105.50 Manual On/Off4 In Zone: Rear North In Space: Pr0Zo3Sp1 On/Off 31RecessedFluorescent - No vent 3147.00 Manual 2 Recessed Fluorescent - No vent 3147.00 Manual On/Off 3 3 Recessed Fluorescent - No vent 3147.00 Manual On/Off 3 In Zone: Rear South In Space: Pr0Zo4Sp1 On/Of 31RecessedFluorescent - No vent 2630.00 Manual 2 Recessed Fluorescent - No vent 2630.00 Manual On/Of 3 3 Recessed Fluorescent - No vent 2630.00 Manual On/Off 3 4 Recessed Fluorescent - No vent 2630.00 Manual On/Off 3 In Zone: Pharmacy In Space: Pr0Zo5Spl 21 . Recessed Fluorescent - No vent 1341.00 Manual On/Off In Zone: General Stock In Space: Pr0Zo6Sp1 Manual On/Of 31RecessedFluorescent - No vent 2331.00 6/28/02 EnergyGaube FlaCom FLCCSB -.1.22 Walls No Description Type Width H (Effec) Multi Area DirectionConductance Heat Dens. R-Value ft] [ft] plier [sq [Btu/hr. sf. F] Capacity (Ib/cq (h.sf.F/Btul In Zone: Front North f I Pr0Zo l Wa l 8"CMU/3/4"ISO 35.00 14.00 1 BTWN24"oc/5/8 Gyi) 2 PrOZolWa2 8"CMU/3/4"ISO 84.00 14.00 1 BT WN24"oc/5/8 Gyp In Zone: Front South 1 PrOZo2Wa1 8"CMU/3/4"ISO 35.00 14.00 1 BT WN24"oc/5/8 Gyp 2 PrOZo2Wa2 8"CMU/3/4"ISO 18.00 14.00 1 BT WN24"oc/5/8 G)1p 3 PrOZo2Wa3 8"CMU/3/4"ISO 23.00 14.00 1 BTWN24"oc/5/8 Gyp In Zone: Rear North 1 PrOZo3Wal 8"CMU/3/4"ISO 83.00 14.00 1 BTWN24"oc/5/8 Gyp In Zone: Rear South I PrOZo4 Wa l 8"CMU/3/4"ISO 84.00 14.00 1 BTWN24"oc/5/8 Gyl) 2 PrOZo4Wa2 8"CMU/3/4"ISO 102.00 14.00 1 BTWN24"oc/5/8 Gyp In Zone: Pharmacy 1 PrOZOWal 8"CMU/3/4"ISO 17.50 12.00 1 BTWN24"oc/5/8 Gyp In Zone: General Stock 490.0 North 0.2642 9.6960 62.72 3.79 0 1176.0 East 0.2642 9.6960 62.72 3.79 490.0 South 0.2642 9.6960 62.72 3.79 252.0 SouthWes 0.2642 9.6960 62.72 3.79 t 322.0 East 0.2642 9.6960 62.72 3.79 1162.0 North 0.2642 9.6960 62.72 3.79 1176.0 North 0.2642 9.6960 62.72 3.79 1428.0 North 0.2642 9.6960 62.72 3.79 210.0 East 0.2642 9.6960 62.72 3.79 6/28/02 Energ_yGauge FlaCom FLCCSB v1.22 4 I PrOZo6WaI 8"CMU/3/4"ISO 80.00 16.00 1 1280.0 North 0.2642 9.6960 62.72 3.79 BTWN24"oc/5/8 Gyp 2 PrOZo6Wa2 8"CMU/3/4"ISO 24.00 16.00 1 384.0 East 0.2642 9.6960 62.72 3.79 BTWN24"oc/5/8 Gyp Windows No Description Type Shaded UCcn SC Vis.Tr W H (Effec) Multi Total Area Btu/hr sf F[ ft] ftj plier sq In Zone: Front North In Wall PrOZo1Wa2 I PrOZolWa2Wil SINGLECLEAR Yes 1.0018 0.95 0.88 15.00 6.00 1 90.0 In Zone: Front South In Wall PrOZo2Wa1 1 PrOZo2WalWil SINGLE CLEAR Yes 1.0018 0.95 0.88 15.00 6.00 2 180.0 In Wall PrOZo2Wa2 I PrOZo2Wa2WiI SINGLE CLEAR Yes 1.0018 0.95 0.88 3.00 7.00 l 21.0 2 PrOZo2Wa2Wi2 SINGLE CLEAR Yes 1.0018 0.95 0.88 15.00 6.00 1 90.0 In Wall PrOZo2Wa3 1 PrOZo2 Wa3 Wi l SINGLE CLEAR No 1.0018 0.95 0.88 15.00 6.00 1 90.0 In Zone: Pharmacy In Wall PrOZo5Wa1 1 PrOZOWalWil SINGLE CLEAR Yes 1.0018 0.95 0.88 6.00 3.00 1 18.0 In Zone: Rear South In Wall PrOZo4Wa1 l PrOZo4WalWil SINGLE CLEAR Yes 1.0018 0.95 0.88 15.00 6.00 2 180.0 In Wall PrOZo4Wa2 I PrOZo4Wa2WiI SINGLE CLEAR No 1.0018 0.95 0.88 5.00 6.00 3 90.0 Doors No Description Type Shaded? Width H (Effec) Multi Area Cond. Dens. Heat Cap. R-ValueiiIN (ft[ plier (sq [Btuthr. sf. FI (Ih/cf[ [Btu/sf. FI [h.sf.F/Btu[ In Zone: Front South In Wall: PrOZo2Wa2 6/28/02 EncrgyGauge FlaCom FLCCSB v1.22 I PrOZo2Wa2Drl Paper Honeycomb No core In Zone: General Stock In Wall: PrOZo6Wa1 1 PrOZo6WalDrl Paper Hone}•comb No core 7.00 3.00 2 21.0 1.0687 0.00 0.00 0.94 I 7.00 3.00 2 21.0 1.0687 0.00 0.00 0.94 a II Roofs No Description Type Width H (Effec) Multi Area Tilt Cond. Heat Cap Dens. R-Value ftl IN plier sQ degl Btu/hr. Sf. Fl Btu/sf. Fl [Ib/cq h.sf.F/Btuj In Zone: 1 Front North Pr0ZolRfl Built-up Gravel/2" 48.57 35.00 1 1700.0 0.00 0.0746 1.05 7.88 13.41 ISO/Mtl Deck In Zone: 1 Front South PrOZo2Rf1 Built-up Gravel/2" 48.57 35.00 1 1700.0 0.00 0.0746 1.05 7.88 13.41 ISO/Mtl Deck In Zone: 1 Rear North PrOZo3Rfl Built-up Gravel/2" 83.00 48.00 1 3984.0 0.00 0.0746 1.05 7.88 13.41 ISO/Mtl Deck In Zone: 1 Rear South PrOZo 4Rfl Built-up Gravel/2" 84.00 52.43 t 4404.0 0.00 0.0746 1.05 7.88 13.41 ISO/Mtl Deck In Zone: I Pharmacy PrOZo5Rfl Built-up Gravel/2" 20.00 36.65 I 733.0 0.00 0.0746 1.05 7.88 13. 41 ISO/Mtl Deck In Zone: l General Stock PrOZo6RfI Built-up Gravel/2" 80.00 15.93 1 1274.0 0.00 0.0746 1.05 7.88 13.41 ISO/Mtl Deck Skylights No Description Tylre UCen Shading Vis.Tran W H (Effec) Multiplier Area Total Area Btu/hr sf Fj Coeff IN ftl Isq Sq In Zone: In Roof: 6/28/02 Energ•Gaugc FlaCom FLCCSB v1.22 6 No Description In Zone: Front North I PrOZo1Fll In Zone: Front South 1 PrOZo2Fll In Zone: Rear North l PrOZo3Fll In Zone: Rear South l PrOZo4FlI In Zone: Pharmacv 1 Pr0Zo5Fll In Zone: General Stock 1 PrOZo6FlI Floors Type Width H (Effec) Multi Area Cond. Heat Cap. Dens. R-Value ft] ftl plicr sf] [Btu/hr. sf. F] [Btu/sf. F] (Ib/cfl h.sf.FBtul 1 ft. soil, concrete 48.57 35.00 1 1700.0 0.1745 54.00 108.00 5.73 floor, carpet and rubber pad I ft. soil, concrete 48.57 35.00 1 1700.0 0.1745 54.00 108.00 5.73 floor, carpet and rubber pad l ft. soil, concrete 83.00 48.00 1 3984.0 0.1745 54.00 108.00 5.73 floor, carpet and rubber pad 1 ft. soil, concrete 84.00 52.43 1 4404.0 0.1745 54.00 108.00 5.73 floor, carpet and rubber pad 16. soil, concrete 20.00 36.65 1 733.0 0.1745 54.00 108.00 5.73 floor, carpet and rubber pad 1 ft. soil, concrete 80.00 15.93 1 1274.0 0.1745 54.00 108.00 5.73 floor, carpet and rubber pad Systems 7 6/28/02 EncrgyGauge FlaCom FLCCSB vl.22 7 PrOSyl System 1 Room Air Conditioners w/o Rev Cyc., No. Of Units 1 w/ Louvered Sides Component Category Capacity Efficiencv iPLV 1 Cooling System (Room A/c > 20000 Btu/h Cooling) 85760.00 11.00 2 Heating System (Electric Furnace) - 63519.00 1.00 3 Air Handling System -Supply (Air Handler (Supply) - 3000.00 0.42 Constant Volume) PrOSy2 System 2 Room Air Conditioners w/o Rev Cyc., No. Of Units 1 w/ Louvered Sides Component Category Capacity Efficiencv IPLV I Cooling System (Room A/c > 20000 Btu/h Cooling) 76970.00 11.00 2 Heating System (Electric Furnace) 63519.00 1.00 3 Air Handling System -Supply (Air Handler (Supply) - 3000.00 0.42 Constant Volume) PrOSy3 System 3 Room Air Conditioners w/o Rev Cyc., No. Of Units 1 w/ Louvered Sides Component Category Capacity Efficiency IPLV 1 Cooling System (Room A/c > 20000 Btu/h Cooling) 94200.00 10.80 2 Heating System (Electric Furnace) 63519.00 1.00 3 Air Handling System -Supply (Air Handler (Supply) - 3500.00 0.49 Constant Volume) PrOSy4 System 4 Room Air Conditioners w/o Rev Cyc., No. Of Units 1 w/ Louvered Sides Component Category Capacity Efficiencv IPLV I Cooling System (Room A/c > 20000 Btu/h Cooling) 94200,00 10.80 2 Heating System (Electric Furnace) 63519.00 1.00 3 Air Handling System -Supply (Air Handler (Supply) - 3500.00 0.49 Constant Volume) 6/28/02 EnergyGauge FlaCom FLCCSB -1.22 PrOSy5 System 5 Room Air Conditioners w/o Rev Cyc., w/ Louvered Sides No. Of Units 1 Component Category Capacity Efficiency IPLV 1 2 3 Cooling System (Room A/c > 20000 Btu/h Cooling) Heating System (Electric Furnace) Air Handling System -Supply (Air Handler (Supply) - Constant Volume) 61210.00 13.00 40980.00 1.00 2000.00 0.37 PrOSy6 System 6 Room Air Conditioners w/o Rev Cyc., w/ Louvered Sides No. Of Units 1 Component Category Capacity Efficiency IPLV 1 2 3 Cooling System (Room A/c > 20000 Btu/h Cooling) Heating System (Electric Furnace) Air Handling System -Supply (Air Handler (Supply) - Constant Volume) . 48880.00 13.00 40980.00 1.00 2000.00 0.37 Plant Equipment Category Size Inst.No Eff. IPLV Water Heaters W-Heater Description Capacit Cap.Unit UP Rt. Efficienc Loss Ext-Lighting Description Categories. Area/Len/No. of units Wattage sf/ft/No) [Wj 6/28/02 EnergyGauge FlaCom FLCCSB y1.22 Piping No Type Operating Insulation Nomonal pipe Insulation Is Runout? Temperature Conductivitc Diameter Thickness F] [ Btu-in/h.sf.F] [in] [in] M Fenestration Used Glass Frame Frame Name Glass Type No. of SC VLT Panes Conductance Conductance Absorptance Btu/h.sf.F[ [Btu/h.sf.F] ApLbWndl SINGLE CLEAR 1 1.0018 0.9500 0.8810 0.4340 0.7000 Materials Used R-Value RValue Thickness Conductivity Density SpecificHea Mat No Acronym DescriptionOnh• Used h.sf.F/Btu] ft] Btu/h.ft.F] lb/cf] t 18 Mad18 2 in. Wood No 2.3857 0.1670 0.0700 37.00 0.3900 0 264 Matl264 ALUMINUM, 1/16 IN No 0.0002 0.0050 26.0000 480.OU 0.1000. 214 Mat1214 POLYSTYRENE, EXP., No 5.2100 0.1042 0.0200 1.80 0.2900 1-t/4IN, 187 Mad187 GYP OR PLAS No 0.4533 0.0417 0.0920 50.00 0.2000 BOARD,1 /2IN 206 Matl206 CELLULOSE,FILL,5.5IN,R- No 20.8318 0.4583 0.0220 3.00 0.3300 20 I51 Mad 151 CONC HW. DRD, 140LB, No 0.4403 0.3333 0,7570 140.00 0.2000 4IN 178 Mad178 CARPET W/RUBBER PAD Yes 1.2300 265 Mat1265 Soil. 1 ft No 2.0000 1.0000 0.5000 100.00 0.2000 48 Mat148 6 in. Heavyweight concrete No 0.5000 0.5000 1.0000 140.00 0.2000 6/28/02 EnergyGauge FlaCom FLCCSB v1.22 10 0 123 Matl123 CONC BLOCK No 1.7227 0.6667 0.3870 53.00 0.2000 MW,8[N,HOLLOW 159 Mad159 CONC No 0.3202 0.3333 1.0410 140.00 0.2000 HW-UNDRD-140LB41N 57 Mat157 3/4 in. Plaster or gypsum No 0.1488 0.0625 0.4200 100.00 0.2000 72 Mat172 AIR LAYER, 3/4IN OR Yes 0.9000 LESS, VERT. WALLS 267 Mat1267 0.75" stucco No 0.1563 0.0625 0.4000 16.00 0.2000 266 Mat1266 2x4 a116" oc + RI l Batt No 8.3343 0.2917 0.0350 9.70 0.2000 215 Mat1215 POLYSTYRENE, EXP., No 8.3350 0.1667 0.0200 1.80 0.2900 2IN, 105 Matll05 CONC BLK HW, SIN, No 1.1002 0.6667 0.6060 69.00 0.2000 HOLLOW 256 Mat1256 WOOD, SOFT, 1-I/2IN No 1.8939 0.1250 0.0660 32.00 0.3300 86 Matl86 BRICK, COMMON, 4IN No 0.8012 0.3333 0.4160 120.00 0.2000 269 Mat1269 75" ISO BTWN24" oc No 2.2321 0.0625 0.0280 4.19 0.3000 211 Mat1211 POLYSTYRENE,EXP.,1/2I No 2.0850 0.0417 0.0200 1.80 0.2900 N, 12 Mad12 3 in. Insulation No 10.0000 0.2500 0.0250 2.00 0.2000 218 Mat1218 POLYURETHANE,EXP.,I/2 No 3.2077 0.0417 0.0130 1.50 0.3800 IN, 23 Mat123 6 in. Insulation No 20.0000 0.5000 0.0250 5.70 0.2000 4 Matl4 Steel siding No 0.0002 0.0050 26.0000 480.00 0.1000 271 Mat1271 2x4C24" oc + R 1 I Batt No 10.4179 0.2917 0.0280 7.11 0.2000 272 Mat1272 Panel Avith 7/16" panels Yes 0.9044 273 Mat1273 Hollow core flush (1.375") Yes 1.2777 274 Mat1274 Solid core flush (1.375") Yes 1.7141 275 Mat1275 Panel %%ith 7/16" panels Yes 1.0019 1.375") 276 Mat1276 Hollow core flush (1.75") Yes 1.3239 277 Mat1277 Panel with 1-1/8" panels Yes 1.7141 1.75") 278 Mat1278 Solid core flush (1.75") Yes 1.6500 279 Mat1279 Solid core flush (2.25") Yes 2.8537 280 Mat1280 Fiberglass/Mineral wool core Yes 0.8167 281 Mat1281 Paper Honeycomb core Yes 0.9357 282 Mat1282 Solid Urctlianc foam core Ycs 1.6500 283 Ma(1283 Solid mineral fiberboard corc Ycs 1.7816 6/28/02 Energ)-Gauge FlaCom FLCCSB v1.22 11 284 Matl284 Polystyrene core (18 ga steel) Yes 2.0071 L.J 285 Mat1285 1 Polyurethane core (18 ga Yes 2.5983 steel) 2 286 Matl286 Polyurethane core (24 ga Yes 2.5983 steel) 1 287 Mat1287 Polyurethane core (24 ga Yes 4.1500 steel) 2 288 Mat1288 Solid Urethane foam core Yes 4.1500 81 Matl81 ASPHALT -ROOFING, Yes 0.1500 ROLL 244 Mat1244 PLYWOOD, 1/21N No 0.6318 0.0417 0.0660 34.00 0.2900 185 Mad185 CLAY TILE, PAVER, 3/8IN No 0.0301 0.0313 1.0410 120.00 0.2000 82 Matl82 ASPHALT -SHINGLE AND Yes 0.4400 SIDING I I Mad 11 2 in. Insulation No 6.6800 0.1670 0.0250 2.00 0.2000 47 Mat147 2 in. Heap) -weight concrete No 0.1670 0.1670 1.0000 140.00 0.2000 95 Mat195 CONC BLOCK No 0.7107 0.3333 0.4690 101.00 0.2000 HW4IN-HOLLOW 248 Mat1248 ROOF GRAVEL OR No 0.0500 0.0417 0.8340 55.00 0.4000 SLAG 1/2IN 94 Mat194 BUILT-UP ROOFING, No 0.3366 0.0313 0.0930 70.00 0.3500 3/8IN Constructs Used No Name Simple Massless Conductance Heat Capacity Density RValue Constrict Construct (Btu/h.sf.Fj [Btu/sf.F] (Ib/cfj (h.sf.FBtuj 1005 1 ft. soil, concrete floor, carpet and rubber No No 0.17 54.00 108.00. 5.7300 Layer Material Material No. I 265 Soil, 1 fl 2 48 6 in. Heavy'%wight concrete 3 178 CARPET W/RUBBER PAD Thickness Framing ft] Factor 2.0000 0.00 0.5000 0.00 0.00 Im 6/28/02 EnergyGauge FlaCom FLCCSB v1.22 12 r Simple Massless Conductance Heat Capacity Density RValue No Name Construct Construct Btu/h.sf.Fl Btu/sf.Fj Ib/cfj h.sf.F/Btul 1014 8"CMU/3/4"ISO BTWN24"oc/5/8 Gyp No No 0.26 9.70 62.72 3.7856 Laver Material Material Thickness Framing No. Ift] Factor 1 105 CONC BLK HW, 8IN, HOLLOW 0.6667 0.00 2 269 75" ISO BTWN24" oc 0.0625 0.00 3 187 GYP OR PLAS BOARD,1/2IN 0.0417 0.00 Simple Massless Conductance Heat Capacity Density RValue No Name Construct Construct Btu/h.sf.Fl Btu/sf.Fl lb/cfl h.sLFBtuj 1045 Built-up Gravel/2" ISO/Mtl Deck No No 0.07 1.05 7.88 13.4100 Laver Material Material Thickness Framing No. IN Factor 1 248 ROOF GRAVEL OR SLAG I/2IN 0.0417 0.00 2 11 2 in. Insulation 0.1670 0.00 3 11 2 in. Insulation 0.1670 0.00 Simple Massless Conductance Heat Capacity Density RValue No Name Construct Construct Btu/h.sf.Fl Btu/sEFj Ib/cfj hAFBtuj 1048 Paper Honeycomb core No Yes 1.07 0.9357 Laver Material Material Thickness Framing No. IN Factor 1 281 Paper Honeycomb core 0.00 y 6/28/02 EnergyGauge FlaCom FLCCSB -0.22 F 1 13 r401. 34.0 02 1 1 : 59a RMER I CRN CIVIL ENG. CO. (407) 327-0227 p. 2 OT/ 30/02 09:12 FAX 40T 330 5040 c:1LY oI J6nrora wiVI r of Sanford, fijorl. - - G id P. O. am trea • 3zn2.1ree Tvftphmm ( soil) MOMW July 29, 2002 r . - Mr. Thomas Relive, P.E. Anvaican Civil Faeineerim Company 207 N. Moss Road, Suite 211 Winter Springs, Fl 32708 Re: Proposed Walgrems Dnestore 06970 S. E. Corner of U.S. 17/92 & l.eke Mary Blvd: Dear Mr. Skehow 11. 1 am in receipt of your request for potable water and sanitary sewer avalability information for the above referenced project: The City of Sanford does have aostirtg water and sewer lines in the vicinity of your ROJO;!: _ Your site is the' foromr location of a Mobs 8m station ad w wash. There is an existing private sewage lift stado" located on the north side ofyou ate that may be ubT=d. We also have a water tine on U.S. 17/92,that may be used tor atvice. . The City does have capacity at our water and wastew aix treatment facilities to bm&c the needs of your project. The City will serve this project in accordance wab the approved egpneaing pram. Should•jiou require additional information, please contact me at 407/330-5640. Vol Stn3CaC1y!— -< . i it •+: t•...i 1 . CITY OF SANFORD Paul Moon P.E. ' Utiky• Map POSW Fax Note n71 Ow 7 • L To S KFA ro"/ FO11 P9 vL 00 •06 e ffo PnmFs611 7 0 Z 17 The Friendly City"..•^' ' 0 Division of Corporations Pagel of 2 Qt3 a, f74i7 7J'TP1;Q% trrt , givisiou-of CorRptatioriS, r fit . r`l„ , ,rji; r.j.1;y;. Florida Profit CHARLES WAYNE PROPERTIES, INC. PRINCIPAL ADDRESS 1030 W INTERNATIONAL SPEEDWAY BLVD STE 201 DAYTONA BEACH FL 32114 US Changed 04/04/2002 MAILING ADDRESS 1030 W INTERNATIONAL SPEEDWAY BLVD STE 201 DAYTONA BEACH FL 32114 US Changed 04/04/2002 Document Number FEI Number Date Filed H55482 592025345 05/06/1985 State FL Last Event NAME CHANGE AMENDMENT Status ACTIVE Event Date Filed 12/11/1990 Reizi t Name & Address LICHTIGMAN, CHARLES S. 1030 W INTERNATIONAL SPEEDWAY BLVD SUITE 101 DAYTONA BCH. FL 32114 Address ChanRed:05/01/1993 Officer/Director Detail Effective Date NONE Event Effective Date NONE 11 ` Name & Address II Title II LICHTIGMAN, CHARLES S. 1030 W INTERNATIONAL SPDWY BLVD #201 CD http://www.sunbiz.orglscriptslcordet.exe?al=DETFIL&nl=H55482&n2=NAMFWD&n3=0( 9/26/2002 Division of Corporations Page 2 of 2 DAYTONA BEACH FL 32119 TOWER, DEVIN L 1030 W INTERNATIONAL SPDWY BLVD #2O1 PD 11 DAYTONA BEACH FL 32119 II 11 Annual Reports Report Year Filed Date IIntan ible Tax 2000 11 05/12/2000 2001 04/02/2001 2002 11 04/04/2002 11 Previous Filing T Return to List View Events View Name History View Document Imagers) Next Filing THIS IS NOT OFFICIAL RECORD; SEE DOCUMENTS IF QUESTION OR CONFLICT Corporations Inquiry Corporations Help http://www. sunbiz.orglscriptslcordet.exe?a 1=DETFIL&n 1=H5 5482&n2=NAMFWD&n3=1... 9/26/2002 12-02-1995 7:48PM FROM P.1 POWER OF ATTORNEY Date: $ 08 0 Z 17 G o--Q A s, L,, t' dkryrtn do hereby authorize J V ZA4 N E In; eX C;h0N o{ LA e M YO ' to pull the All bu ll IQ1 re rmit for 3803 0 t.±>J Do -Dpive I - q Z . type of pe addred ML- a`7—gz f L LC. Q . P ' V ` r LOLA L AFFOLTER v P.. : r MY COMMISSION A pp 004563 Notary v EXPIRES: February 25, M Bonded TAru NO" Public Underwdbre Personally known tome- r d v rs icense_# State Florida, Co my of _ f on day of 2002. Seminole County Property Appraiser Get Information by Parcel Number Page 1 of 1 DETAIL>, PARCEL* 7;T Wilu a,i iy i!I I 'I'... yw•,I C' as. R. r a T Vn Je b y wa GENERAL Parcel Id: 14-20-30-300-0050- Tax District: S4-SANFORD 17- 0000 92 REDVDST RKG PROPERTIES 10-VAC Owner: INC Dor: GENERAL- VALUE SUMMARY COMMERCI Value Method: Market Own/Addr: C/O MOBIL OIL CORP TAX DEPT Number of Buildings: 0 Address: PO BOX 290 Exemptions: - Depreciated Bldg Value: $0 City,State,ZipCode: DALLAS TX 75221 Depreciated EXFT Value: $0 3803 17-92 Land Value (Market): $260,180 Property Address: SANFORD 32771 Land Value Ag: $0 Facility Name: Just/Market Value: $260,180 Assessed Value (SOH): $260,180 SALES Exempt Value: $0 Deed Date Book Page Amount Vac/Imp Taxable Value: $260,180 QUITCLAIM DEED 12/1987 01916 0708 $100 Improved Tax Bill Amount: $8,099 QUITCLAIM DEED 01/1987 01810 0857 $100 Improved WARRANTY DEED 01/1972 00941 0579 $50,000 Improved WARRANTY DEED 01/1969 00763 0264 $20,500 Improved Find Comparable Sales within this DOR Code LEGAL DESCRIPTION LAND LEG SEC 14 TWP 20S RGE 30E BEG 281.10 FT S Land Assess Method Frontage Depth Land Units Unit Price Land Value 325 FT W OF NE COR GOVT LOT 2 RUN N SQUARE FEET 0 0 31,330 8.00 $250,640 106.69 FT ACREAGE 0 0 .530 18,000.00 $9,540 N 78 DEG 43 MIN 9 SEC W 352.27 FT S 25 DEG 30 SEC W 194.17 FT E TO BEG NOTE: Assessed values shown are NOT certified values and therefore are subject to change before being finalized for ad valorem tax purposes. http://www. scpafl.org/pls/web/re_web. seminole_county_title?PARCEL=14203030000500O00(.. 8/1 /02 Seminole County Property Appraiser Get Information by Parcel Number Page 1 of 1 Personal Property I Please Select Account PARCEL DETAIL L7 Se in4>1v CountN Sin J s t i WOOD 4 H AV rr 'jibturcrricaaki.NiratSt tnrtilht.]2771 1 t. ^ e' v w s it..x j —1r3dy'7-+GS-94t{f+ y+! , GENERAL Parcel Id: 14-20-30-300-0060- Tax District: S4-SANFORD 17- 0000 92 REDVDST VALUE SUMMARY Owner: WOLFF LOUIS TR Dor: 10-VAC GENERAL- COMMERCI Value Method: Market Number of Buildings: 0 3006 E Address: COMMERCIAL Depreciated Bldg Value: $0 BLVD Depreciated EXFT Value: $0 FORI- Exemptions: Land Value (Market): $444,779 City,State,ZipCode: LAUDERDALE FL Land Value Ag: $0 33308 Property Address: 3847 17-92 Just/Market Value: $444,779 Facility Name: Assessed Value (SOH): $444,779 Exempt Value: $0 SALES Taxable Value: $444,779 Deed Date Book Page Amount Vac/Imp Tax Bill Amount: $9,549 WARRANTY DEED 07/1980 01289 1626 $130,000 Vacant Find Comparable Sales within this DOR Code LEGAL DESCRIPTION LAND SEC 14 TWP 20S RGE 30E S 242.4 FT OF N 523 112 FT OF ALL NW 1/4 OF NE 1/4 E OF ST RD Land Assess Method Frontage Depth Land Units Unit Price Land Value LESS SQUARE FEET 0 0 106,960 4.00 $427,840 BE 226.04 FT S OF INT S LI LAKE MARY BLVD ACREAGE 0 0 1.303 13,000.00 $16,939 AND NW COR SUNLAND ESTATES PB 11 PGS 16TO22RUN S 192. 4 FT W 280 FT N 192.4 FT E 280 FT TO BEG) NOTE: Assessed values shown are NOT certified values and therefore are subject to change before being finalized for ad valorem tax purposes. http:// www.scpafl.org/pls/web/re_web.seminole_county_title?PARCEL=1420303000060O000(.. 8/l /02 FROM :CHARLES WAYNE COMPANIES FAX NO. :4076602053 Aug. 05 2002 07:06PM P2 e8/05l2002 12:11 407-5A;-;-12;o WOD NEWS MISSION FROM ;CFI WAYNE COMPANIES FAX No. .4 2& PAGE al mjf4iwq 11tIRd 1114PIcla,a„ Au®, 05 2002 12:52PM p1 bt 10120* RNERICM" CIVIL rMa. CC, [,p 1 7 A!!P'f iac a; r.R SIR Na _ C)Cl`Y O ta,ll iW Palo"APPtCAThpM 10*+w+aNw.r• r^ '' v -.1. arr., Mw R JL rrr. M pamolft"61 llgr W: Addrlren/ Urw bilan AN In.,, I r Ar ti1MeN • y Iy rrh. TtMMII " tUltwde+nM.,• ___AA*ylrervwl Mtkx r , — W. AMP h-. P of AMPS wrrrrn+ral.Numbereq --- wC I c4"Oka — -_I I'Mlbrkp et wu.r * ,. -- Alrrugp _ Q *o Nun* OfQYLids04m"OY TYp: ` Usk*tM1Acwm*rhlTmwofCrrrrawr.m . h"Aftl ToW ti rta wr.srhma wMr...r Avf,A6dA. , N M""brr'd t>h WIf Rw I caller. Lei 1d',lnbo ba-I1 d• mil. ..,, a _ Flo C4MgYrWeeM _ __ -- -- ie mLraiw 1Aki ..'._._'_. Tibe *IdN {Ifo*,v "^+.. Phme ftwb,o AcMrW VptkMtron ,r tit bp t dC to+rM Y1 d _ Pik amrb prbr rO dN ierrrrr rtb rNl l r r+l(! ber1 1Noag MdrwMM, 1 "& #*ao Mork o rnn 14 r 060, t' Mr*d tMe ' Mb+nk Rry14 wwral f Io rhrn 2WA%ft bf UI IanWXLr/uk . i. RNA"",tANKlS, hod A IR C04Vp t "L K,1K.t7 talNq, Alfiv "LL3. I' m Vftmmuvr• 1 b bo n dtfublaa R, r.nr.a rr. at Wk V4 r y, YtRltA IN ymo PA Mb T wMvp YOUR FAIL1Jpt p L C y1 Awl mw *w O} R OP C ANZ'"QV i. IULT W' YOU' L = pR AOf NATYtRQMqYOIJ1rt! e ru6r ad i of °rpm 1- t -1 i n itl r 1t rlwM ra *11prap"w N t» d1ltrftMWaArwl « /wnk+rrMaUe4 Mn 14f pv—maw Nntklr weA MN fi.olloA tttw J rrl)r fib' Mu roM r d drr , N'+bofMMrlgrdrw+s efnallrr Lf. L ti. MY COM S&ON M CC *2%7 • — F]( PtAES. Jarwary g, MM. r tp hnwMr, Kmm%e mew or C nbraadASW1Dlra __, t+w+.rrrti yl— fo W. rr r' 47 'CATION ^ 1-r,4j)vbq ay, fir 4Ridlllmc - --__ FROM :CHARLES WAYNE COMPANIES FAX NO. :4076602053 Aug. 07 2002 04:42PM P1 FROM : CHFF4-ES WAYNE COMPAN i ES F(V NO, :.4076682053 AA/aR fAA? 1A•R i7oc saO7*p Glue-" wwtw pwV0 1 2-GQ- 1 WS 7 • d1m FA04 Aug. 3F 2Q102 06:54PM P2 to PWI th1 t Aw 3 so3 Orlando Drive, ""Ord, Tl 0Julle A Bx+o et talon / qC 4S'I p Perro„v) y krwwn tv mo cX ddwn lleaw ' S 1a- saeOfFlorids C-otmyof owA - Z -Q on 40Y of c NSW .JAL(,rZEV NS 1w,2OG PAU as P. I FROM :CHARGES WAYHE COMPANIES RA/Sri /9AA7 101-014 17OC29GOIS0 12-C2-1995 7748PM FROM Date- d2 FAX NO. :4076602053 0iAMZS WAYNE PRL r' Aug. 05 2002 06:54PM P2 Lc.j 1< L-Vr . K\ JJ ry nryGf1&i'll do hereby authoda to Mall the _ it ror 3803 Orlando Drive, Sanford, FLr Aftes5 pYP'' Julie Ann Brown Commission # CC 945752 Expires 18, 2004 11 'AtlantirBonqoCa, Ino. Personally known to the or drivers license N W + 16 - 5 ?_ o - 43-1 - d State of Florida County of _ F3 (< aW A l?-L ____ on 7 + day ofyy 2002. BUILDING,. MECUNICAL, ELECTRICAL, PLUMBING dtZ N5w Sz'op-,F PAGE 03 P. I 4! DEVELOPMENT FEE WORKSHEET ' CITY OF SANFORD UTILITY - ADMIN. P. 0. BOX 1788 SANFORD, FL 32772-1788 Project Name: D,PS70?E Date: 0/0Z Owner/ Contact Person: Phone: Address: _- o 0/31"9r 40 Type. of Development: 1) RESIDENTIAL Type of Units (single family or multi -family): Total Number of Units: Y 2) Type of Utility Connection individual connections or central water meter & common sewer tap): Water Meter Size (3/411, 2 1etc.): REMARKS: 4• • 4 NON- RESIDENTIAL Type of .Units .(Commercial, industrial, etc.): Total Number of Buildings.: Number of Fixture Units - each building): Type of Utility Connection individual connections or central water meter-& common sewer.tap): Water Meter Size.(3/4" 1", 211, etc " o, is ;REMARKS.:; C'REQ; T j ,ER'v Fob CONNECTION FEE CALCULATION: REVISED C Q/tjowl . r Sq lr fiee --... 1. 15,fG••"wP 4. O SS& VV&A lhP*C7 FF_f_ N,, Name - Signature - Date,-.-. neat System Impact fees Equivalent Residential Connection (ERC) - 300 Gallons Per Day (GPD) + Residential - 5650/Unit Singie:`femily structure,'.or multi -family unit 487.S0/Uni4 containing three (3) bedrooms or more. Multi -;family unit or Mobile,eome unit containinglessthanthree (3) bedrooms. (This category isbasedonjudgement/assumption, estimation that such family units on average require 751 - 225 GPDofthewaterandsewerserviceofanaverage single family unit.) Commercial - 650/ERU Fixture unit schedule from Southern Plumbing Codewillbeused. One ERU will be charged for connection and up to twenty (2) fixture units. For projects having more than twenty 20) fixture units the Impact Fee will be determined byincrementsof2Stbasedonmultiplesoffive (5) fixture units above the twenty (20) fixture unitbaseforthefirstERU. (Example: twenty-five25) fixture units will be rated as 1.25 eru; twenty-six (26) fixture units will be rated as 1.5ERU.) 2) Sewer System Impact Fees Equivalent Residential Connections - 270 Gallons Per Day (GPD) Residential - 1700 Unit Single family structure, or multi -family unit 1275/Unit containing three (3) bedrooms or more. Multi -family unit or Mobile Nome unit containinglessthanthree (3) bedrooms. '(This category isbasedonjudgement/assumption/estimation that suchfamilyunitsonaveragerequire751ofwaterand sewer service of an average single family unit.) Commercial - Industrial - Institutional 1700/ERU Fixture unit schedule from Southern Plumbing Codewillbeused. One ERU will be charged for connection and up to twenty (20) fixture units. For projects having more than twenty 20) fixture units the Impact Fee will be increments of 251 - based on multiples of five (5) fixture units abovethetwenty (20) fixture unit base for the firstERU. (Example: twenty-five (25) fixture units S will be rated as 1.25 ERU: twenty-six (26) fixture units will be rated as 1.5 ERU.) r; Z of /`/oB;t GO Wl i 2 Z 1(-700 s- -l - 2 9 9 TABLE 709.1 DRAINAGE FIXTURE UNITS FOR RYTtrore wur. ran........ For traps larger than 3 inches, use Table 709.2. b A showerhead over a bathtub or whirlpool bathtub attachments does not increase the drainage fixture unit value. See Sections 709.2 through 709.4 for whods of computing unit value of fixtures not fisted in Table 709.1 or for rating of devices with intermittent (lows. d Trap size shall be consistent with the fixture outlet size. For the purpose of computing loads on building drains and sewers, water closets or urinals shall not be rated at a lower drainage fixture unit unless the lower valuesareconfirmedbytesting. TABLE 709.2 DRAINAGE FIXTURE UNITS FOR FIXTURE DRAINS OR TRAPS FIXTURE DRAIN OR TRAP SIZE inches) DRAINAGE FIXTURE UNIT VALUE 1114 11/2 2 2 3 21/2 3 4 5 4 6 rUI Jl: i mcn = z3.4 min. Standard Plumbing CodeC1997 r •• Ez= DEATRRR ENO IN ING ASSOOATES. INC. FIELD DENSITY REPORT Project: Walgreens - PO 2002-11 Date: 02/07/03 Address: 1792 & Lake Mary Boulvard Project No.: 02-372 Client: Malcolmson Construction Permit No.: Contractor: Malcolmson Construction Technician: S. Dobbins Proctor No.: 2256 Max. Dry Density (PCF): 105.3 JOpt. Moisture (%): 11.9 Soil Description: Dark gray, slightly silty sand with traces of roots, rocks and clay GENERAL LOCATION: Footing: sign TEST LOCATION CM ru".2m Respectfully Submitted: cc: F. Barreiro, Malcolmson Construction (original) D. Florian, City of Sanford (original) times R. Bandlow, P.E-. L Florida Registration No.: 52576 Mal - 9425 Tradeport Drive • Orlando, Florida 32827 • Ph: (407) 851-9776 • Fax: (407) 851-6115 EXE aspEAiRI TW EwM COMPRESSIVE STRENGTH TEST REPORT 6" X 12" CYLINDERS Project: Walgreen's - PO2002-11 Project No.: 02-372 Date Cast: 12/04/02 Address: 1792 - Lake Mary Blvd. Lab No.: C7976 Set No.: 1 of 5 Client: Malcolmson Construction Permit No.: 02-2276 Contractor: Malcolmson Construction Technician: J. Hessler Supplier: RMC Ewell, Inc. Mix Design No.: 91145 Spec Strength (psi): 3000 Location of Pour: Slab: East end: 0 - 6" Spec. Slump (in): 4 FIELD DATA Truck #: 6386 Air Temp: 620 Concrete Temp: 740 Ticket #: 36002781 Ticket psi: 3000 Air (%): Batch Time: 6:35 a.m. Sample Time: 7:20 a.m. Water Add (Gal): 0 Slump (in.): 6 Load Size: 10 / 10 / 210 Rain: N Windy: N Remarks: Taken from truck chute; Slump DOES NOT MEET specification LABORATORY DATA NOMINAL SPECIMEN SIZE: 6" x 12" TEST DATE TESTED AGE DAYS) APPLIED LOAD MEASURED AREA (in') STRENGTH psi) 28 DAY AVE. psi) FRACTURE TYPE 1 12/11/02 7 59030 28.28 2090* D 2 01/01/03 28 3 01/01/03 28 4 HOLD H Praeture Types: A - L;one tS - tone & opur t, - tone or aneur u - orreur - --troioui 7 day psi < 70 % of Specified psi - contractor notified 11rn ,\U ctZ 3Di Respectfully Submitted, •\ cc: d-;'a James R. Bandlow, PE. Florida Registration No.: 52576 mal Frank Barreiro, Malcolmson Construction (original) Dan Florian, City of Sanford (original) 9425 Tradeport Drive, Orlando, Florida 32827 - Ph: (407) 851-9776 - Fx: (407) 851-6115 ss EAiw TEMS' INCEERING COMPRESSIVE STRENGTH TEST REPORT 6" X 12" CYLINDERS Project: Walgreen's - P02002-11 Project No.: 02-372 Date Cast: 12/04/02 Address: 1792 - Lake Mary Blvd. Lab No.: C7977 Set No.: 2 of 5 Client: Malcolmson Construction Permit No.: 02-2276 Contractor: Malcolmson Construction Technician: J. Hessler Supplier: RMC Ewell, Inc. Mix Design No.: 91145 Spec Strength (psi): 3000 Location of Pour: Slab: East center: 0 - 6" Spec. Slump (in): 4 FIELD DATA Truck #: 6534 Air Temp: C80 Concrete Temp: 720 Ticket #: 36002786 Ticket psi: 3000 Air (%): Batch Time: 7:12 a.m. Sample Time: 7:47 a.m. Water Add (Gal): 0 Slump (in.): 5% Load Size: 10 / 60 / 210 Rain: N Windy: N Remarks: Taken from truck chute; Slump DOES NOT MEET specification LABORATORY DATA NOMINAL SPECIMEN SIZE: 6" x 12" TEST DATE TESTED AGE DAYS) APPLIED LOAD MEASURED AREA (in') STRENGTH psi) 28 DAY AVE. psi) FRACTURE TYPE 1 12/11/02 7 63430 28.28 2240 D 2 01/01/03 28 3 01/01/03 28 4 HOLD H Fracture Types: A - Cone B - Cone & Split C - Cone & Shear D - Shear K — Columnar Respectfully Submitted, cc: 9 James R. Bandlow, PE. Florida Registration No.: 52576 mal Frank Barreiro, Malcolmson Construction (original) Dan Florian, City of Sanford (original) 9425 Tradeport Drive, Orlando, Florida 32827 • Ph: (407) 851-9776 • Fx: (407) 851-6115 ENGI DUNG COMPRESSIVE STRENGTH TEST REPORT 6" X 12" CYLINDERS Project: Walgreen's - P02002-11 Project No.: 02-372 Date Cast: 12/04/02 Address: Client: 1792 - Lake Mary Blvd. Malcolmson Construction Lab No.: Permit No.: C7978 02-2276 Set No.: 3 of 5 Contractor: Malcolmson Construction Technician: J. Hessler Supplier: RMC Ewell, Inc. Mix Design No.: 91145 Spec Strength (psi): 3000 Location of Pour: Slab: center. 0 - 6" Spec. Slump (m): 4 FIELD DATA Truck #: 6430 Air Temp: 700 Concrete Temp: 720 Ticket #: 33501850 Ticket psi: 3000 Air (%): Batch Time: 8:16 am. Sample Time: 8:30 a.m. Water Add (Gal): 0 Slump (in.): 7V2 Load Size: 10 / 110 / 210 Rain: N Windy: N Remarks: Taken from truck chute; Slump DOES NOT MEET specification LABORATORY DATA NOMINAL SPECIMEN SIZE: 6" x 12" TEST DATE TESTED AGE DAYS) APPLIED LOAD MEASURED AREA (in2) STRENGTH psi) 28 DAY AVE. psi) FRACTURE TYPE' 1 12/11/02 7 68920 28.28 2440 D 2 01/01/03 28 3 01/01/03 28 4 HOLD H Fracture Types: A - Cone B - Cone &Split C - Cone & Shear D - Shear C — Columnar Respectfully Submitted, cc: James R. Bandlow, PE. Florida Registration No.: 52576 mal Frank Barreiro, Malcolmson Construction (original) Dan Florian, City of Sanford (original) 9425 Tradeport Drive, Orlando, Florida 32827 - Ph: (407) 851-9776 - Fx: (407) 851-6115 Elr AXRICK EMGIEEWN6 COMPRESSIVE STRENGTH TEST REPORT 6" X 12" CYLINDERS Project: Walgreen's - P02002-11 Project No.: 02-372 Date Cast: 12/04/02 Address: 1792 - Lake Mary Blvd. Lab No.: C7979 Set No.: 4 of 5 Client: Malcolmson Construction Permit No.: 02-2276 Contractor: Malcolmson Construction Technician: J. Hessler Supplier: RMC Ewell, Inc. Mix Design No.: 91145 Spec Strength (psi): 3000 Location of Pour: Slab: West center: 0 - 6" Spec. Slump (in): 4 FIELD DATA Truck #: 6386 Air Temp: 700 Concrete Temp: 740 Ticket #: 33501859 Ticket psi: 3000 Air (%): Batch Time: 9:20 a.m. Sample Time: 9:45 a.m. Water Add (Gal): 0: Slump (in.): 6% Load Size: 10 / 170 / 210 Rain: N Windy: N Remarks: Taken from truck chute; Slump DOES NOT MEET specification LABORATORY DATA NOMINAL SPECIMEN SIZE: 6" x 12" TEST DATE TESTED AGE DAYS) APPLIED LOAD MEASURED AREA (in2) - STRENGTH psi) 28 DAY AVE. psi) FRACTURE TYPE 1 12/11/02 7 73280 28.28 2590 D 2 01/01/03 28 3 01/01/03 28 4 HOLD H Fracture Types: A - Cone B - Cone & Split C - Cone & Shear D - Shear E — Columnar Respectfully Submitted, cc: Frank Barreiro, Malcolmson Construction (original) A Dan Florian, City of Sanford (original) James R. Bandlow, PE. Florida Registration No.: 52576 mal 9425 Tradeport Drive, Orlando, Florida 32827' 9 Ph: (407) 851-9776 • Fx: (407) 851-6115 COMPRESSIVE STRENGTH TEST REPORT 6" X 12" CYLINDERS Project: Address: Walgreen's - P02002-11 1792 - Lake Mary Blvd. Project No.: Lab No.: 02-372 C7980 Date Cast: 12/04/02 Set No.: 5 of 5 Client: Malcolmson Construction Permit No.: 02-2276 Contractor: Malcolmson Construction Technician: J. Hessler Supplier: RMC Ewell, Inc. Mix Design No.: 91145 Spec Strength (psi): 3000 Location of Pour: Slab: West end: 0 - 6", Spec. Slump (in): 4 FIELD DATA Truck #: 6248 Air Temp: 740 Concrete Temp: 730 Ticket #: 36002801 Ticket psi: 3000 Air (%): Batch Time: 10:25 a.m. Sample Time: 11:00 am. Water Add (Gal): 0 Slump (in.): 6 Load Size: 10 / 210 / 210 Rain: N Windy: N Remarks: Taken from truck chute; Slump DOES NOT MEET specification LABORATORY DATA NOMINAL SPECIMEN SIZE: 6" x 12" TEST DATE TESTED AGE DAYS) APPLIED LOAD MEASURED AREA (in2) STRENGTH psi) 28 DAY AVE. psi) FRACTURE TYPE 1 12/11/02 7 61210 28.28 2160 D 2 01/01/03 28 3 01/01/03 28 4 HOLD H Fracture Types: A - Cone B - Cone &Split C - Cone & Shear D - Shear C — Columnar Respectfully Submitted, cc: James R. Bandlow, PE. Florida Registration No.: 52576 mal Frank Barreiro, Malcolmson Construction (original) Dan Florian, City of Sanford (original) 9425 Tradeport Drive, Orlando, Florida 32827 • Ph: (407) 851-9776 • Fx: (407) 851-6115 O EQr-k-OnM "T 5 1 GTJ Q N t-:"i w Pamb No.: lob Addreee: CITY OF SANFORD PERM T APPLICATION IY `, I Date: ( C Z Z l o ox4.,.v400 DR-IVt , 5An) FOfZD recap TM. ' I<o M%g. FJeeabriw M"h- M. P =Wn Rre Alermrs Dracw4M u of work: I N S-r A t.-L F• r-%e-E S a" Ly ( ,V C E n MAST t_2 D r—V_F_ 1. OONt C.y T S' (G t w Or Wcuied dl Plembius YormlU zkcb ital: _AdditieWAhoredon _Chmpe of Service _Temporary Pole _Nw AMP Service (e of AMPS ) PlaobbS/Residmtkk _AddkWAbwadm New Comnuetian (Ow Claea Plus Additional) ppfabbplCemmertW- Numbs of Fiances Numbs of Watt A Sewer Ikabo`e Loxes Numbs of Oas Lbee Oveopaaey Type.—Raidpttial _Commercial _ bdas w TOW Sq Pt : Vales of Worst: po S •I % T Tyof Co wroNieu: S ( 6flJ FMed Zoos: Number of Storks: Nerve r of DweOin Units a P4=' 2ft:..I4-2e-3a 300-0os0-0000. I(,ter °r-r ° o 00 owna/ AeldreasJPbone G.e. mot A !L`( R L Vo I -7 - `! Z L C 10 3 o (W . R o s HA trt o w 1= o4-0 .5 A(. frAr^or>r/ t4G5 rL- 7 Cabe Pram: RC•4 GC. OR- LA rJ «v Phms R Fax Number: moo Fielder (If other then Owner): . N A BoaW cmpmr. IV A Ad*= f.) p` -..._ S U^r4K- TNumbs. t= - ll - zz- g SCF o 74 () 3Z Ader= tf 2- S U 5 N J y• 7- Q Z. LONG- t. 0 60 F L 3 Z7 5 0 ArelsbeaQjj& er C2,- D C-A r- TH J M /A S Pbmte N«: 1- B o o- 7 j- 1716 7 AddraM ( 0 3 9 (3 c=n UY W - o D W't ` Fax No.: Appb" m is basby made toobtak a permit to do dwwwk and i udkdms as "cots& I certify dw no work or bsteIbdao his commeoved prior to the Iataraoa der permit and dot W work will be pwfwamd to rota standtds of all laws ropladag coosentotiao in dtb*bdkdon. 1 mtdamod dasta mparatt:pramitmatt b w-moo.. EI E=ICAJRFLIS. POOLS. FURNACES, BOILERS WATERS, TANKS, mod AIR CONDITIONERS, era. aU WpNcibk laws rOpulatitp omsmnctim mtd atdnF WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE Of . MAY RESULT IN YOUR PAYWG TWICE FOR ANPROVEMENi S TO YOUR PROPERTY IF YOU psi DMT0-0MTAM- FMAbI ANCsrQGWJbF VXM 1 YOUR b04M OR AN Arr0RbW8M;M NOTICE or b ael0ldon' appl iabl6.fe M yeoWly "may faiod b the public rOaorda of thb txxaq. aa0 taa>r bO additional permits rtgiired liven other goveetimend aititiaa snob Os water mtaiapaaaaat dstriW, state eptssaes, err ><rdiat) tgeoeiw. 70MOBAM? that I wW acetify the ownerof ofthe ents of FloridaLiar Lw, FS 713. 3Ida.. , Print a AZaM • N /de r//I al's Nii;ne = % Nl, ../ f i. iaZ "1'•rt Ire'!• H V' - of teot erida•-: ,,:, r Date-" • otl+ otary- State ofFTori DGre I! Mol MY COM: dIS.;, r,. ,i ?o„' :"6aiJO ANN M. JOHNSOW i o EXPRES: V # * MY COMMISSION q CC 92.808 1p_ ft F xtPIRFS• Mc^' h23 2(rl Own Agm is — P sonaBy{ao to ContiutoNAsert is es sad lC own to Me a, P,Oduoed ID I L•Q / ( I'Produbed7D _ pei otaryServresa 4-YCj...._..-- c APPLICATIOT{ APPROVED BY: Date: Spediel,Condhions: Q•.0nntvt gi av A-cDV o 1" J J2x i \:D' S ` 5 O rip ,\ c\ rwj- 2x cee it),-. (t QS o., a per. 'Lq--- 4—, CHARLES WAYNE PROPERTIES, INC. Daytona Beach 1030 W. International Speedway Blvd. Y Daytona Beach, Florida 32114-3438 388-238.3600 9 Fax 255-8758 September 27, 2002 To Whom it May Concern: This letter authorizes Icon Identity Solutions, or their agent, to obtain permits and perform Sign Installation at the project address listed below: 3803 Orlando Drive Sanford, FL Walgreens #6970 SEC of SR 17-92 & Lake Mary Boulevard Thank you, Charles S. Lichtigman Managing Member Lake Mary Boulevard 17-92 L.C. Sworn to and subscribed before me this 27th day of September, 2002 by Charles S. Lichtigman who is personally known to me. Signature of Nouyy LOLA L AFFOLIER t`•.Y COMMISSION t DD OD450 EXPIRES: FeNuary 25. = epa.d 7NU No" Ntlo URdV w. Orlando Area Office: 2300 Maitland Center Parkway. Suite 306 - Maitland. Florida 32751-7169.407-660.1500 - Fax 660-2053 it 5'-4' EQ 4'-8" Ed 0w 0 Flat Plastic Face Scale 3/41' -0" m C_ x G o: s Ozy rz;•. x 70 A ^ r 0 O D O ;. rr' O irzYZ O n 1 T;,-y`7f.'Tl O y u 1 0 0 G Om0 Om O c0S Ax0 m2=i nmrtn-nO0 Imi> Dfr>z z O mr=mrc GRAPHIC BILL OF MATERIALS =A NO PLASTIC REQUIREMENTS SPECS 1 SERIES 945 PANAFLEX 945 2 3/16" WHITE DR FLAT FACE 7328 3 CLEAR WAGNER ZIP CHANGE TRACK 4 020 CLEAR POLYCARBONATE MATTE TEXTURE FLAT VINYL REQUIREMENTS 5 3630-53 CARDINAL RED 3630-53 6 1 3630-36 BLUE 3630-36 FONT REQUIREMENTS 7 HELVETICA BOLD 8 HELVETICA BOLD CONDENSED 9 NO FONT AVAILABLE - DESIGN SUPPLIED BY CUSTOMER LOCATION: Store #6970 FILE: 18x64-6970.cdr PAGE #1 OF #1 APPROVED BY / DATE w i(„C,(, SEC Of SR 17-92 & Lake Ma DATE: 10-15-02 REVISED: 00-OD-02 Elk 6W, mdurct lb/ Sanford, FL ORAwN: BV SCALE: AS NOTED Pq Il` " N •a TAX PARCEL 10 NO. 14-20-30-J0o-00.50-0000 PROP06ED LOT 3 DMOP" SKiil t4-20-Jo-)oo aoea-D000 t 14-20-30-3p0-0320-DODO PROPOSED-WSTER OEVELOPYp1T SIGN 1M,GRED6 $IGfI 10.{ Oi ALU7tLABLE Sf. MOTL' UItE E VD. R ai'R0+1AiJffS Eocm t Mcmpvtm REM.Sx. W E D/ R ..—«---•• —" WEST 325' MARY BOUPENRAr' rs -COUNT, __- L' ' /• 0'641 AD i l ONt'It rsrnow -of ORD_S mvrATgMS -, _ - -- ' _--_' ` sEF sEn a 61 17pr 7%_7rTT•'T •:— r+l-r:. s•' A . PROPOSED CRGSSWLX T3 24.23'33 shl 8 '3 r 8 0 1a' _` 40 l S DO03'45BAR E 332.J4 `yy7 i,smop SCH a 7 % / / e /:' O O O `~ `'GF 4 auLi/Mo TURN SIGN= 4•/1 wr 4 n !/ i f/YELLOW, j O: o O O O - 11 -- - - -=- us ` — e• OR ror ` U A k,+ d i n• sort a 25' SOITTwMuLE J Q ` U / / ' p -® O \ ` a PWP I STOP SIGH t I TPNNGI! i y • ^ U y IV • IO //, i i / 15 p. \ O sE s OL® 9a+r ' 2IT' STOP aw pso n i W F 4' PRDPOSED CAM 24,' r, y; • . 1 O ' O /` j /R10.d \• _ i ICCESS F.r5f11EMLOT 4 I Oi I--- vcv p•'; L',; RNA - :'/•. I RYW i °.0 I y h N W Q i aKE PRor.'24• sipp R2d 03.45" E Lor I 12ORAC3KTDIED ® aZ4 O i :i Q / T6,p• r, •: N/C•AP STORAGE 25 f 1 ff Lj/ 7 2ao wwv O f r,9' DfSC PROP. suauzm /MEss _ i11t= OQ LOT 1 DDOR D6 69 p EhS - -- - --- ---------•- p ppRy i N taRr otlf % 0 „ 1: SCREEN'S rC so' pu4 FMrthe.4.... CSTORE !' [Er rt ? Lnl .E ;j N 8954'47 E 325.00'r aQA - -- -- a o sTr Pii a t a`_ a 14,490 S.F. oM U ' _ _ _ _ W JDOT72 A%FM SAKES DOOR r 1 PWP- T,4• STOP 5" v,, ,- v; a 9 / •/' /J r o 1.7W ACAM . ,.o• a z4 STOP BN - - - \ •-•-•-'-•-• - -•- 1fit t,..01R' . - _ .1 I' 7 /• P Y O RD BE FM WRaao.ED i:_ 2p.p ry _.p._'_'_Opp_ I f! / / 4 - ' ' s " Q • N 42'03'38* W - --- , -E76. SfABR13D AOC£SS ,' /`a`'\ coSHREW a 1\ z I 67.25' --io s[Te cr I ti.: til b$ w yl O r SItRDOEA _ ...... iO " OJ PROP. Z4' war b ' _ f. g• r- g / , naNOLEi *58 a 21 STOP I l r /% y / r og 1 • tiJT L ; •. 1 _ p + LOT 3 ; Ex AOMLOM Atrtss 5 B934'47' W 280.00' DAM wr a L A LLI ACCESj ° C4 4 Oqp P.BOP' 4• SrOPeM i G i ,"'fl-'--'-------- I/' __t j N W rn Q r- - 43 E ? v ' — SEIAWOLE COUNTY TRACT p I 3f / / c. '•% [ for b rr` QrPARCELi411-2JO-3W WW-0000 pi U Z N' I , PNER: UmNaf COLMIY BCC o'.i I Z r assSS Li LOT Z NOTE: MtIMaL ' W W -• _ _ _ _ _ _ _ . _ _ . - i SIGNAGE NOTE. M ni r1 CITY OF SAWORD LAND DENILW TENT. OVERDOMETNU. I 1. All SONS No TRKiiC N4:KiNGS PER r r•, DEnDfrXW ARM i SIM MU EASOEM 1 '; C I ' PROPOSED STREET Li>a I cP, ------------------------------ L--'- '---- - -- N 89' 5728" W 279.95' AREAS - -- ------ 5 89.54. 47' W 280.00' OESC S 89'S4' 47" W 585.67 DkM---------------------------------------------------------- --- --------------------------- d UNF.. N..' i2: i'. !IW Ir 4. "!/4----.------------------------------------ c ,,•,--r--, r- r- 1- T-r-r--I T-r -r i--r-r T- r--------------- -- 4-70-wwE- xw am 1-==aUKL------------------------------W--------------------------------------- 5 aR 17AMrmkAI"' r a I ` NW47-1. mil.[, EX ns MM NGW wNG FIELD DENSITY REPORT Project: Walgreens - PO 2002-11 Date: 02/26/03 Address: 1792 & Lake Mary Boulvard Project No.: 02-372 Client: Malcolmson Construction Permit No.: Contractor: Malcolmson Construction Technician: J. Adams Proctor No.: 2244 Max. Dry Density (PCF):' 110.8 Opt. Moisture (%): 10.3 Soil Description: Brown slightly silty sand with limerock, traces of clay GENERAL LOCATION: Parking lot: subbase TEST TEST LOCATION Elev. Moist. Dry Dens. PCF Compact. Required Status 40 Middle - back of building grade 9.1 113.7 102+ 95 41 Northeast corner of building grade 10.3 106.9 96.5 95 42 Northwest corner of buildinle grade 10.6 111.7 100.8 95 43 Front middle of building grade 11.7 107.1 96.7 95 44 DOT sidewalk front of building grade 10.3 106.3 95.9 95 Respectfully' Jam , . es R.-Bandlow, P.E. Florida Registration No.: 52576 mal cc: F. Barreiro, Malcolmson Construction (original) D. Florian, City of Sanford (original) 9425 Tradeport Drive 9 Orlando, Florida 32827 • Ph: (407) 851-9776 • Fax: (407) 851-6115 3 M14A AA OICK SEWti1-EERING COMPRESSIVE STRENGTH TEST REPORT 6" X 12" CYLINDERS Project: Walgreen's - P02002-11 Project No.: 02_372 Date Cast: 01/14/03 Address: Lab No.: C8188 Set No.: 1 of 2 Client: Malcohnson Construction Permit No.: 02-2276 Contractor: Supplier: Malcohnson Construction RMC Ewell, Inc. Technician: Mix Design No.: J. Adams 93208 Spec Strength (psi): 3000 Location of Pour: Slab: West and North sidewalk: grade Spec. Slump (in): _ FIELD DATA Truck #: 6349 Air Temp: 56" Concrete Temp: 649 t Ticket #: Batch Time: 33502669 7:00 a.m. Sample Time: 7:35 a.m. Ticket psi: Water Add (Gal): 3000 0 Air (%): i Slump,(in.): 6 Load Size: 10 / 10 / 50 Rain: N Windy: N Remarks: LABORATORY DATA NOMINAL SPECIMEN SIZE: 6" x 12" TEST DATE TESTED AGE DAYS) APPLIED LOAD MEASURED AREA (in2)(psi) STRENGTH 28 DAY AVE. psi) FRACTURE TYPE 1 2 01/ 21/03 02/ 11/03 7 28 67020 94150 28. 30 28. 27 2370 3330 D D 3 02/11/03 28 96020 28.27 3400 3370 D 4 HOLD H Fracture Types: A - (.One tS - (.one a[ apar L, - q,one or aneur [, - oneur c - .WuMMUr Respectfully Submitted, James R. Bandlow, PE. Florida Registration No.: 52576 ah cc: Frank Barreiro, Malcolmson Construction (original) Dan Florian, City of Sanford (original) 9425 Tradeport Drive, Orlando, Florida 32827 - Ph: (407) 851-9776 - Fx: (407) 851-6115 El DEA7RICK ENGINEERING ASSOCIATES, INC. COMPRESSIVE STRENGTH TEST REPORT 6" X 12" CYLINDERS Project: Walgreen's - P02002-11 Project No.: 02_372 Date Cast: 01/14/03 Address: Lab No.: C8189 Set No.: 2 of 2 Client: Malcolmson Construction Permit No.: 02-2276 Contractor: Malcolmson Construction Technician: J. Adams Supplier: RMC Ewell, Inc. Mix Design No.: 91145 Spec Strength (psi): 3000 Location of Pour: Slab: East sidewalk and drive thru: grade Spec. Slump (in): _ FIELD DATA Truck #: 6536 Air Temp: 5r Concrete Temp: 600 Ticket #: 33502697 Ticket psi: 3000 Air (%): Batch Time: 9.30 a.m. Sample Time: 9:45 am. Water Add (Gal): 0 Slump (in.): 5'/s Load Size: 10 / 10 / 30 Rain: N Windy: N Remarks: LABORATORY DATA NOMINAL SPECIMEN SIZE: 6" x 12" TEST DATE TESTED AGE DAYS) APPLIED LOAD MEASURED AREA (in) STRENGTH 28 DAY AVE. psi) (psi) FRACTURE TYPE 1 01/21/03 7 61480 28.30 2170 D 2 02/11/03 28 101600 28.27 3590 D 3 02/11/03 28 98030 28.27 3470 3530 C 4 HOLD H Fracture Types: A - Cone B - Cone & Split C - Cone & Shear D - Shear E — Columnar Respectfully Submitted, cc: Frank Barreiro, Malcolmson Construction (original) Dan Florian, City of Sanford (original) James R. Bandlow, PE. Florida Registration No.: 52576 ah 9425 Tradeport Drive, Orlando, Florida 32827 - Ph: (407) 851-9776 - Fx: (407) 851-6115 DEA1RlCK ENGiNEER1NG ASSOCIATES, E]E 7 INC. COMPRESSIVE STRENGTH TEST REPORT 6" X 12" CYLINDERS Project: Walgreen's - P02002-11 Project No.: 02-372 Date Cast: 10/31/02 Address: Lab No.: C7716 Set No.: 1 of 2 Client: Malcolmson Construction Permit No.: 02-2276 Contractor: Malcolmson Construction Technician: S. Dobbins Supplier: RMC Ewell, Inc. Mix Design No.: 93208 Spec Strength (psi): 3000 Location of Pour: Footing: West end: 0 to -12" Spec. Slump (in): _ FIELD DATA Truck #: 6270 Air Temp: 780 Concrete Temp: 840 Ticket #: 33500953 Ticket psi: 3000 Air (%): Batch Time: 8:40 a.m. Sample Time: 9:15 a.m. Water Add (Gal): 0 Slump (in.): 5ya Load Size: 10 / 20 / 75 Rain: N Windy: N Remarks: LABORATORY DATA NOMINAL SPECIMEN SIZE: 6" x 12" TEST DATE TESTED AGE DAYS) APPLIED LOAD MEASURED AREA (in) STRENGTH psi) 28 DAY AVE. psi) FRACTURE TYPE 1 11/07/02 7 68370 28.31 2420 D 2 11/28/02 28 112350 28.30 3970 C 3 11/28/02 28 111140 28.30 3930 3950 D 4 HOLD H Fracture Types: A - Cone B - Cone & Split C - Cone & Shear D - Shear E — Columnar Respectfully Submitted,, cc: 4.0& James R. Bandlow, PE. Florida Registration No.: 52576 kmr Frank Barreiro, Malcolmson Construction (original) Dan Florian, City of Sanford (original) 9425 Tradeport Drive, Orlando, Florida 32827 • Ph: (407) 851-9776 • Fx: (407) 851-6115 E DEAT111CK ENGINEERING ASSOCIATES, INC. COMPRESSIVE STRENGTH TEST REPORT 6" X 12" CYLINDERS Project: Walgreen's - P02002-11 Project No.: 02_372 Date Cast: 10/31/02 Address: Lab No.: C7717 Set No.: 2 of 2 Client: Malcolmson Construction Permit No.: 02-2276 Contractor: Malcolmson Construction Technician: S. Dobbins Supplier: RMC Ewell, Inc. Mix Design No.: 93208 Spec Strength (psi): 3000 Location of Pour: Column pad footings: South interior: 0 to -12" Spec. Slump (in): _ FIELD DATA Truck #: 6585 Air Temp: 780 Concrete Temp: 840 Ticket #: 33500960 Ticket psi: 3000 Air (%): Batch Time: 10:50 a.m. Sample Time: 11:20 a.m. Water Add (Gal): 0 Slump (in.): 6'/s Load Size: 10 / 60 / 75 Rain: N Windy: N Remarks: LABORATORY DATA NOMINAL SPECIMEN SIZE: 6" x 12" TEST DATE TESTED AGE DAYS) APPLIED LOAD MEASURED AREA (in) STRENGTH psi) 28 DAY AVE. psi) FRACTURE TYPE 1 11/07/02 7 74350 28.31 2630 D 2 11/28/02 28 120560 28.30 4260 C 3 11/28/02 28 115650 28.30 4090 4180 D 4 HOLD H T- 1 F Fracture Types: A - Cone B - Cone & Split C - Cone & Shear D - Shear E — Columnar Respectfully Submitted, cc: James R. Bandlow, PE. Florida Registration No.: 52576 kmr Frank Barreiro, Malcolmson Construction (original) Dan Florian, City of Sanford (original) 9425 Tradeport Drive, Orlando, Florida 32827 - Ph: (407) 851-9776 - Fx: (407) 851-6115 EX DEAIWCK ENGINEERING ASSOQA U, INC. FIELD DENSITY REPORT Project: Walgreens - PO 2002-11 Date: 11/27/02 Address: 1792 & Lake Mary Boulvard Project No.: 02-372 Client: Malcolmson Construction Permit No.: Contractor: Malcolmson Construction Technician: M. Harrington Proctor No.: 22286 Max. Dry Density (PCF): 104.2 Opt. Moisture (%): 12.8 Soil Description: Tan, medium brown slightly silty sand with roots and clay GENERAL LOCATION: Building pad TEST TEST LOCATION Elev. Moist. Dry Dens. PCF Compact. Required Status 28 Northeast corner 0-1' 7.3 101.0 96.9 95 29 Center 0-1' 8.4 100.9 96.8 95 30 Southwest corner 0-1' 7.1 101.4 97.3 95 31 Southeast corner 0-1' 7.4 102.3 98.2 95 32 Northwest corner 0-1' 6.2 101.6 97.5 95 0 = grade Respectfully Submitted: cc: F. Barreiro, Malcolmson Construction (original) D. Florian, City of Sanford (original) James R. Bandlow, P.E. Florida Registration No.: 52576 Aunr 9425 Tradeport Drive 9 Orlando, Florida 32827 9 Ph: (407) 851-9776 9 Fax: (407) 851-6115 DEAT1tICK ENGINEERING E ASSOCIATES, INC. COMPRESSIVE STRENGTH TEST REPORT 3%" x 3%" PRISMS Project: Walgreen's - P02002-11 Project No.: 02-372 Date Cast: 11/21/02 Address: Lab No.: PRI733 Set No.: 1 of 1 Client: Malcolmson Construction Permit No.: 02-2276 Contractor: Malcolmson Construction Technician: S. Dobbins Supplier: RMC Ewell, Inc. / 332 Mix Design No.: 93208 Spec Strength (psi): 3000 Location of Pour: Walls: entire exterior: 3' -10' Spec. Slump (in): 8 - 11 FIELD DATA Truck #: 6469 Air Temp: 750 Concrete Temp: 811D Ticket #: 33201969 Ticket psi: 3000 Air (%): Batch Time: 9:25 a.m. Sample Time: 10.40 a.m. Water Add (Gal): 10 Slump (in.): 8Y: Load Size: 10 / 10 / 22 lain: N Windy: N Remarks: LABORATORY DATA NOMINAL SPECIMEN SIZE: 3'/:" x 3Y2" TEST DATE TESTED AGE DAYS) APPLIED LOAD MEASURED AREA (in') STRENGTH psi) 28 DAY AVE. psi) FRACTURE TYPE 1 11/28/02 7 42090 12.54 3360 A 2 12/19/02 28 3 12/19/02 28 4 HOLD H Fracture Types: A - Cone B - Cone & Split C - Cone & Shear D - Shear E — Columnar Respectfully Submitted, cc Va X. A es R. Bandlow, PE. Florida Registration No.: 52576 kmr Frank Barreiro, Malcolmson Construction (original) Dan Florian, City of Sanford (original) 9425 Tradeport Drive, Orlando, Florida 32827 - Ph: (407) 851-9776 - Fx: (407) 851-6115 DEAiRICK ENGINEERING E=A ASSOCIATES, ING FIELD DENSITY REPORT Project: Walgreens - PO 2002-11 Date: 10/23/02 Address: 1792 & Lake Mary Boulvard Project No.: 02-372 Client: Malcolmson Construction Permit No.: Contractor: Malcolmson Construction Technician: S. Dobbins Proctor No.: 2286 Max. Dry Density (PCF): 104.2 Opt. Moisture (%): 12.8 Soil Description: Tan to medium brown slightly silty sand with roots and clay GENERAL LOCATION: Building pad: South half: 2nd lift TEST TEST LOCATION Elev. Moist. Dry Dens. PCF Compact. Required Status 6 Southwest corner grade 5.8 112.9 102+ 95 7 South center grade 7.9 107.8 102+ 95 8 Southeast corner grade 8.0 110.8 102+ 95 Respe ctfully Submitted: T James R. Bandlow, P.E. Florida Registration No.: 52576 km r cc: F. Barreiro, Malcomson Construction (original) D. Florian, City of Sanford (original) 9659 Tradeport Drive 9 Orlando, Florida 32827 9 Ph: (407) 851-9776 9 Fax: (407) 851-6115 EX COMPRESSIVE STRENGTH TEST REPORToesawucoNEEw A SSOMTEs,1w_ 6" X 12" CYLINDERS Project: Walgreen•s - P02002-11 Project No.: 02_372 Date Cast: 10/31/02 Address: Lab No.: C7716 Set No.: 1 of 2 Client: Malcolmson Construction Permit No.: 02-2276 Contractor: Malcolmson Construction Technician: S. Dobbins Supplier: RMC Ewell, Inc. Mix Design No.: 93208 Spec Strength (psi): 3000 Location of Footing: West end: 0 to -12" Spec. Slump (in): - Pour: FIELD DATA Truck #: 6270 Air Temp: 780 Concrete Temp: 840 Ticket #: 33500953 Ticket psi: 3000 Air (%): Batch Time: 8:40 a.m. Sample Time: 9:15 a.m. Water Add (Gal): 0 Slump (in.): 5% Load Size: 10 / 20 / 75 Rain: N Windy: N Remarks: LABORATORY DATA NOMINAL SPECIMEN SIZE: 6" x 12" TEST 1 DATE TESTED 11/07/02 AGE DAYS) 7 APPLIED LOAD 68370 MEASURED AREA (in2) 28.31 STRENGTH psi) 2420 28 DAY AVE. psi) FRACTURE TYPE D 2 11/28/02 28 3 11/28/02 28 4 HOLD H Fracture Types: A - Cone B - Cone & Split C - Cone & Shear U -Shear C — columnar Respectfully Submitted, cc: Frank Barreiro, Malcolmson Construction (original) Dan Florian, City of Sanford (original) James R. Bandlow, PE. Florida Registration No.: 52576 Mal 9659 Tradeport Drive, Orlando, Florida 32827 - Ph: (407) 851-9776 - Fx: (407) 851-6115 DEATWCK EN6WEEWNG ASSOQAUS, INC. COMPRESSIVE STRENGTH TEST REPORT 6" X 12" CYLINDERS Project: Walgreen's - P02002-11 Project No.: 02_372 Date Cast: 10/31/02 Address: Lab No.: C7717 Set No.: 2 of 2 Client: Malcohnson Construction Permit No.: 02-2276 Contractor: Malcohnson Construction Technician: S. Dobbins Supplier: RMC Ewell, Inc. Mix Design No.: 93208 Spec Strength (psi): 3000 Location of Pour: Column pad footings: South interior. 0 to -12" Spec. Slump (in): _ FIELD DATA Truck #: 6585 Air Temp: 780 Concrete Temp: 840 Ticket #: 33500960 Ticket psi: 3000 Air (%): Batch Time: 10:50 am. Sample Time: 11:20 a.m. Water Add (Gal): 0 Slump (in.): 6'/: Load Size: 10 / 60 / 75 Rain: N Windy: N Remarks: LABORATORY DATA NOMINAL SPECIMEN SIZE: 6" x 12" TEST DATE TESTED AGE DAYS) APPLIED LOAD MEASURED AREA (in2)(psi) STRENGTH 28 DAY AVE. psi) FRACTURE TYPE 1 11/07/02 7 74350 28.31 2630 D 2 11/28/02 28 3 11/28/02 28 4 HOLD H Fracture Types: A - Cone B - Cone & - Alit L, -cone 6c anear D - aneur G — t,vtunnrui Respecctttfully Submitted, cc: f S. /1..& James R. Bandlow, PE. Florida Registration No.: 52576 Mal Frank Barreiro, Malcolmson Construction (original) Dan Florian, City of Sanford (original) 9659 Tradeport Drive, Orlando, Florida 32827 - Ph: (407) 851-9776 - Fx: (407) 851-6115 Ez z§5oEstwcc anwc; ES, IWC. COMPRESSIVE STRENGTH TEST REPORT 6" X 12" CYLINDERS Project: Walgreen's - P02002-11 Project No.: 02-372 Date Cast: 01/14/03 Address: Lab No.: C8188 Set No.: 1 of 2 Client: Malcohnson Construction Permit No.: 02-2276 Contractor: Malcohnson Construction Technician: J. Adams Supplier: RMC Ewell, Inc. Mix Design No.: 93208 Spec Strength (psi): 3000 Location of Pour: Slab: West and North sidewalk: grade Spec. Slump (in): - FIELD DATA Truck #: 6349 Air Temp: 560 Concrete Temp: 640 Ticket #: 33502669 Ticket psi: 3000 Air (%): Batch Time: 7:00 a.m. Sample Time: 7:35 a.m. Water Add (Gal): 0 Slump (in.): 6 Load Size: 10 / 10 / 50 Rain: N Windy: N Remarks: LABORATORY DATA NOMINAL SPECIMEN SIZE: 6" x 12" TEST DATE TESTED AGE DAYS) APPLIED LOAD MEASURED AREA (in') STRENGTH 28 DAY AVE. psi) (psi) FRACTURE TYPE 1 01/21/03 7 67020 28.30 2370 D 2 02/11/03 28 3 02/11/03 28 4 HOLD H Fracture Types: A - Cone B - Cone & Split C - Cone & Shear D - Shear E — Columnar Respectfully Submitted, James R. Bandlow, PE. Florida Registration No.: 52576 kmr cc: Frank Barreiro, Malcolmson Construction (original) Dan Florian, City of Sanford (original) 9425 Tradeport Drive, Orlando, Florida 32827 • Ph: (407) 851-9776 • Fx: (407) 851-6115 wW11s N0 COMPRESSIVE STRENGTH TEST REPORT 6" X 12" CYLINDERS Project: Walgreens - P02002-11 Project No.: j02_372 Date Cast: 01/14/03 Address: Lab No.: C8189 Set No.: 2 of 2 Client: Malcolmson Construction Permit No.: 02-2276 Contractor: Malcolmson Construction Technician: J. Adams Supplier: RMC Ewell, Inc. Mix Design No.: 91145 Spec Strength (psi): 3000 Location of Pour: Slab: East sidewalk and drive t6ru: grade Spec. Slump (in): _ FIELD DATA Truck #: 6536 Air Temp: 58° Concrete Temp: 600 Ticket #: 33502697 Ticket psi: 3000 Air (%): Batch Time: 9:30 a.m. Sample Time: 9:45 a.m. Water Add (Gal): 0 Slump (in.): 5'/2 Load Size: 10 / 10 / 30 Rain: N Windy: N Remarks: LABORATORY DATA NOMINAL SPECIMEN SIZE: 6" x 12" TEST DATE TESTED AGE DAYS) APPLIED LOAD MEASURED AREA ( in) STRENGTH psi) 28 DAY AVE. psi) FRACTURE TYPE 1 01/21/03 7 61480 28.30 2170 D 2 02/11/03 28 3 02/11/03 28 4 HOLD H Fracture Types: A - Cone B - Cone & Splrt C. - cone cx anear u - aneur c - UusUrrrrrur Respectfully Submitted, James R. Bandlow, PE. Florida Registration No.: 52576 kmr cc: Frank Barreiro, Malcolmson Construction (original) Dan Florian, City of Sanford (original) 9425 Tradeport Drive, Orlando, Florida 32827 - Ph: (407) 851-9776 - Fx: (407) 851-6115 DEATRICK ENGINEERING E:E ASSOCIATES, INC. INSPECTION REPORT NO. 05 PROJECT: Walgreen's - P02002-11 DATE: 12/30/02 LOCATION: PAGE 1 of 1 PERMIT AGENCY: City of Sanford PERMIT No: 02-2276 CLIENT: Malcolmson Construction PROJECT No: 02-372 CONTRACTOR: Malcolmson Construction FIELD COPY TO: Glenn Weather: Clear Temp: 600 Rain: N Windy: N TECH: J. Adams 05120 - STRUCTURAL STEEL Beams: walkway, (E.2 - C.2) x (1.2 - 3.2), drive through: 12' to 16' A325 high strength bolts Snug -tight" with hand wrench Plys meet, no gaps noted Full thread engagement Visual inspection of field welds per AWS D1.1 3/16" fillet type weld All points of contact Fusion, porosity, undercut No deficiencies noted Reviewed by, 1A,41 James R. Bandlow, PE. Florida Registration No. 52576 kmr cc: Frank Barreiro, Malcolmson Construction (original) Dan Florian, City of Sanford (original) 9425 Tradeport Drive 9 Orlando, Florida 32827 9 Ph: (407) 851-9776 9 Fax: (407) 851-6115 E:E COMPRESSIVE STRENGTH TEST REPORT 6" X 12" CYLINDERS Project: Walgreen's - P02002-11 Project No.: 02-372 Date Cast: 12/04/02 Address: 1792 - Lake Mary Blvd. Lab No.: C7976 Set No.: 1 of 5 Client: Malcolmson Construction Permit No.: 02-2276 Contractor: Malcolmson Construction Technician: J. Hessler Supplier: RMC Ewell, Inc. Mix Design No.: 91145 Spec Strength (psi): 3000 Location of Slab: East end: 0 - 6" Spec. Slump (in): 4 Pour: FIELD DATA Truck #: 6386 Air Temp: 620 Concrete Temp: 740 Ticket #: 36002781 Ticket psi: 3000 Air (%): Batch Time: 6:35 a.m. Sample Time: 7:20 a.m. Water Add (Gal): 0 Slump (in.): 6 Load Size: 10 / 10 / 210 Rain: N Windy: N Remarks: Taken from truck chute; Slump DOES NOT MEET specification LABORATORY DATA NOMINAL SPECIMEN SIZE: 6" x 12" TEST DATE TESTED AGE DAYS) APPLIED LOAD MEASURED AREA (in') STRENGTH psi) 28 DAY AVE. psi) FRACTURE TYPE 1 12/11/02 7 59030 28.28 2090* D 2 01/02/03 29 86670 28.31 3060 D 3 01/02/03 29 90790 28.31 3200 3130 D 4 HOLD H Fracture Types: A - Cone B - Cone & Split (; - cone Shear D -Shear C - Corumnai 7 day psi < 70 % of Specified psi - contractor notified Respectfully Submitted4L cc: 4( James R. BPE. Florida Registration No.: 52576 hrs Frank Barreiro, Malcolmson Construction (original) Dan Florian, City of Sanford (original) 9425 Tradeport Drive, Orlando, Florida 32827 - Ph: (407) 851-9776 - Fx: (407) 851-6115 EX EA RICK Ass'o hsWINC. MHO COMPRESSIVE STRENGTH TEST REPORT 6" X 12" CYLINDERS Project: Walgreen s - P02002-11 Project No.: 02-372 Date Cast: 12/04/02 Address: 1792 - Lake Mary Blvd. Lab No.: C7977 Set No.: 2 of 5 Client: Malcolmson Construction Permit No.: 02-2276 Contractor: Malcolmson Construction Technician: J. Hessler Supplier: RMC Ewell, Inc. Mix Design No.: 91145 Spec strength (psi): 3000 Location of Pour: Slab: East center: 0 - 6" Spec. Slump (in): 4 FIELD DATA Truck #: 6534 Air Temp: 680 Concrete Temp: 720 Ticket #: 36002786 Ticket psi: 3000 Air (%): Batch Time: 7:12 a.m. Sample Time: 7:47 am. Water Add (Gal): 0 Slump (in.): 5% Load Size: 10 / 60 / 210 Rain: N Windy: N Remarks: Taken from truck chute; Slump DOES NOT MEET specification LABORATORY DATA NOMINAL SPECIMEN SIZE: 6" x 12" TEST DATE TESTED AGE DAYS) APPLIED LOAD MEASURED AREA (in') STRENGTH psi) 28 DAY AVE. psi) FRACTURE TYPE 1 12/11/02 7 63430 28.28 2240 D 2 01/02/03 29 84020 28.31 2970 D 3 01/02/03 29 88650 28.31 3130 3050 D 4 HOLD H Fracture Types: A - Cone B - Cone & Split C - Cone & Shear D - Shear E — Columnar Respectfully Submitted, cc: James R. Bandlow, PE. Florida Registration No.: 52576 hrs Frank Barreiro, Malcolmson Construction (original) Dan Florian, City of Sanford (original) 9425 Tradeport Drive, Orlando, Florida 32827 - Ph: (407) 851-9776 - Fx: (407) 851-6115 E=A 0c ENGINEERING socu TV INC. COMPRESSIVE STRENGTH TEST REPORT 6" X 12" CYLINDERS Project: Walgreen's - P02002-11 Project No.: 02-372 Date Cast: 12/04/02 Address: 1792 - Lake Mary Blvd. Lab No.: C7978 Set No.: 3 of 5 Client: Malcolmson Construction Permit No.: 02-2276 Contractor: Malcolmson Construction Technician: J. Hessler Supplier: RMC Ewell, Inc. Mix Design No.: 91145 Spec Strength (psi): 3000 Location of Pour: Slab: center. 0 - 6" Spec. Slump (in): 4 FIELD DATA Truck #: 6430 Air Temp: 700 Concrete Temp: 720 Ticket #: 33501850 Ticket psi: 3000 Air (%): Batch Time: 8:16 a.m. Sample Time: 8:30 a.m. Water Add (Gal): 0 Slump (in.): 7Y2 Load Size: 10 / 110 / 210 Rain: N Windy: N Remarks: Taken from truck chute; Slump DOES NOT MEET specification LABORATORY DATA NOMINAL SPECIMEN SIZE: 6" x 12" TEST DATE TESTED AGE DAYS) APPLIED LOAD MEASURED AREA (in2) STRENGTH 28 DAY AVE. psi) (psi) FRACTURE TYPE 1 12/11/02 7 68920 28.28 2440 D 2 01/02/03 29 102710 28.31 3630 D 3 01/02/03 29 102370 28.31 3620 3630 D 4 HOLD H Fracture Types: A - Cone B - Cone & Split C -Cone & Shear U - J'hear C — Cotumnar Respectfully Submitted, M. "'/ - e James R. Bandlow, PE. Florida Registration No.: 52576 hrs Frank Barreiro, Malcolmson Construction (original) Dan Florian, City of Sanford (original) 9425 Tradeport Drive, Orlando, Florida 32827 • Ph: (407) 851-9776 • Fx: (407) 851-6115 a°R TEWSW wNG COMPRESSIVE STRENGTH TEST REPORT 6" X 12" CYLINDERS Project: Walgreen's - P02002-11 Project No.: 02-372 Date Cast: 12/04/02 Address: 1792 - Lake Mary Blvd. Lab No.: C7979 Set No.: 4 of 5 Client: Malcolmson Construction Permit No.: 02-2276 Contractor: Malcolmson Construction Technician: J. Hessler Supplier: RMC Ewell, Inc. Mix Design No.: 91145 Spec Strength (psi): 3000 Location of Pour: Slab: West center: 0 - 6" Spec. Slump (in): 4 FIELD DATA Truck #: 6386 Air Temp: 700 Concrete Temp: 740 Ticket #: 33501859 Ticket psi: 3000 Air (%): Batch Time: 9:20 a.m. Sample Time: 9:45 a.m. Water Add (Gal): 0 Slump (in.): 6V2 Load Size: 10 / 170 / 210 Rain: N Windy: N Remarks: Taken from truck chute; Slump DOES NOT MEET specification LABORATORY DATA NOMINAL SPECIMEN SIZE: 6" x 12" TEST DATE TESTED AGE DAYS) APPLIED LOAD MEASURED AREA (in2) STRENGTH psi) 28 DAY AVE. psi) FRACTURE TYPE 1 12/11/02 7 73280 28.28 2590 D 2 01/02/03 29 99660 28.31 3520 D 3 01/02/03 29 102430 28.31 3620 3570 D 4 HOLD H Fracture Types: A - Cone B - Cone &Split C - Cone & Shear D - Shear E — Columnar Respectfully Submitted, cc: Frank Barreiro, Malcolmson Construction (original) Dan Florian, City of Sanford (original) James R. Bandiow, PE. Florida Registration No.: 52576 hrs 9425 Tradeport Drive, Orlando, Florida 32827 • Ph: (407) 851-9776 • Fx: (407) 851-6115 E3 assossc saanr c COMPRESSIVE STRENGTH TEST REPORT 6" X 12" CYLINDERS Project: Walgreen's - PO2002-11 Project No.: 02-372 Date Cast: 12/04/02 Address: 1792 - Lake Mary Blvd. Lab No.: C7980 Set No.: 5 of 5 Client: Contractor: Malcolmson Construction Malcolmson Construction Permit No.: Technician: 02-2276 J. Hessler Supplier: RMC Ewell, Inc. Mix Design No.: 91145 Spec Strength (psi): 3000 Location of Pour: Slab: West end: 0 - 6" Spec. Slump (in): 4 FIELD DATA Truck #: 6248 Air Temp: 740 Concrete Temp: 730 Ticket #: 36002801 Ticket psi: 3000 Air (%): Batch Time: 10:25 a.m. Sample Time: 11:00 a.m. Water Add (Gal): 0 Slump (in.): 6 Load Size: 10 / 210 / 210 Rain: N Windy: N Remarks: Taken from truck chute; Slump DOES NOT MEET specification LABORATORY DATA NOMINAL SPECIMEN SIZE: 6" x 12" TEST DATE TESTED AGE DAYS) APPLIED LOAD MEASURED AREA (in2) STRENGTH psi) 28 DAY AVE. psi) FRACTURE TYPE 1 12/11/02 7 61210 28.28 2160 D 2 01/02/03 29 855" 28.31 3020 D 3 01/02/03 29 87050 28.31 3080 3050 D 4 HOLD H Fracture Types: A - Cone B - Cone & Split C - Cone & Shear U - Shear C — Coiumnar Respectfully Submittcc: Frank Barreiro, Malcolmson Construction (original) f Dan Florian, City of Sanford (original) James R. Bandlow, PE. Florida Registration No.: 52576 hrs 9425 Tradeport Drive, Orlando, Florida 32827 - Ph: (407) 851-9776 - Fx: (407) 851-6115 DEATRICK ENGWEERING Er ASSOCIATES, INC. INSPECTION REPORT NO. 01 PROJECT: Walgreen's - P02002-11 DATE: 12/23/02 LOCATION: PAGE 1 of 1 PERMIT AGENCY: City of Sanford PERMIT No: 02-2276 CLIENT: Malcolmson Construction PROJECT No: 02-372 CONTRACTOR: Malcolmson Construction FIELD COPY TO: Office Weather: Temp: Rain: P y: TECH: J. Johnstone 05310 - ROOF DECK Roof. entire building: 122'0" Middle 50% of roof has 5/8" puddle welds in 36/4 pattern with three #10 Tek screws for side laps per 5'6" span Entire South wall x 10' covered by foam board and tar Entire North wall x 20' covered by pallets of foam board No deficiencies noted, except: Contractor, plans and specs not available to verify weld and screw pattern. Will require verification prior to final letter Reviewed by, James R. Bandlow, PE. Florida Registration No. 52576 kmr cc: Frank Barreiro, Malcolmson Construction (original) Dan Florian, City of Sanford (original) 9425 Tradeport Drive 9 Orlando, Florida 32827 9 Ph: (407) 851-9776 9 Fax: (407) 851-6115 DEATRICK ENGINEERING E==iA ASSOCIATES, INC. INSPECTION REPORT NO. 04 PROJECT: Walgreen's - P02002-11 DATE: 12/27/02 LOCATION: PAGE 1 of I PERMIT AGENCY: City of Sanford PERMIT No: 02-2276 CLIENT: Malcolmson Construction PROJECT No: 02-372 CONTRACTOR: Malcolmson Construction FIELD COPY TO: John Weather: Clear Temp: 60° Rain: N Windy: N TECH: J. Adams 05300 - METAL DECKING Deck: (A-E) x (1-4): roof Reinspection of puddle welds from report dated 12/24/02 5/8" puddle weld 35/4 pattern, 6" o.c. at perimeter Three # 10 Tek screws Burnback, fusion and porosity No deficiencies noted Reviewed by, lames'R. Bandlow, PE. Florida Registration No. 52576 kmr cc: Frank Barreiro, Malcolmson Construction (original) Dan Florian, City of Sanford (original) 9425 Tradeport Drive 9 Orlando, Florida 32827 9 Ph: (407) 851-9776 9 Fax: (407) 851-6115 DEATRICK ENGWEERING Elr ASSOCIATES. INC. INSPECTION REPORT NO. 02 PROJECT: Walgreen's - P02002-11 DATE: 12/24/02 LOCATION: PAGE I of 1 PERMIT AGENCY: City of Sanford PERMIT No: 02-2276 CLIENT: Malcolmson Construction PROJECT No: 02-372 CONTRACTOR: Malcolmson Construction FIELD COPY TO: Weather: Clear Temp: 68° Rain: N Windy: N TECH: J. Adams 05300 - METAL DECKING Deck: (A-E) x (1-4): roof Visual inspection of field welds per AWS D1.3 5/8" puddle weld 36/4 pattern, 6" o.c. at perimeter Three # 10 Tek screws per span Bumback, concavity, fusion, porosity No deficiencies noted, except: Welds with burnback and no fusion Access unavailable where deck is covered Reviewed by, James R. Bandlow, PE. Florida Registration No. 52576 kmr cc: Frank Barreiro, Malcolmson Construction (original) Dan Florian, City of Sanford (original) 9425 Tradeport Drive 9 Orlando, Florida 32827 * Ph: (407) 851-9776 9 Fax: (407) 851-61 l5 E:E DEA7RICK ENGMEMNG ASSOCIA7FS, INC. INSPECTION REPORT NO. 03 PROJECT: Walgreen's - P02002-11 DATE: 12/24/02 LOCATION: PAGE 1 of I PERMIT AGENCY: City of Sanford PERMIT No: 02-2276 CLIENT: Malcolmson Construction PROJECT No: 02-372 CONTRACTOR: Malcolmson Construction FIELD COPY TO: John Weather: Clear Temp: 68° Rain: N Windy: N TECH: J. Adams 05120 - STRUCTURAL STEEL Columns: (A-E) x (1-4): 20' A325 high strength bolts Snug -tight" with hand wrench Plys meet, no gaps noted Full thread engagement No deficiencies noted Reviewed by, t-e 4T, James R. Bandlow, PE. Florida Registration No. 52576 kmr cc: Frank Barreiro, Malcolmson Construction (original) Dan Florian, City of Sanford (original) 9425 Tradeport Drive 9 Orlando, Florida 32827 9 Ph: (407) 851-9776 9 Fax: (407) 851-6115 pleqy, ,le J-9 cAz Ors 10.,4-o f)e,. DEAMICK ENGINSFRING ASSOCIATES, INC. FILLD DENSITY REPORT Iroiect: Date: - 7ddruss: - Pro .. ect No.: C,_22 7 C lient.. n.7PermitNo.-(,. Contractor: Tech: 1 Proctor No.: Dry Density (PCF).-. Opt. MoistureV2- Soil Description: GENERAL LOCATION: TESI' 'rES'r LOCATION Elev. mulsl —5i;-13e—ns Com act Revired i Sums PCF P 7. IL Cc-- Field Copv to: i T. c v E,. ','.)r ('no;"%, F 3282 I.f;.,e, 4J- I L) 6 Cost Code: Employee Cost Code: Employee Cost Code: Employee TIMESHEE. WPD MALCOLMSON CONSTRUCTION CO., INC. PAYROLL SHEET DAILY PRODUCTION REPORT Date: Job No.: 2001-07 H=Hourly T=Temporary Specific Function This Day H=riouriy T=Temporary H=Hourly T=Temporary Specific Function This Day Specific Function This Day PERMIT # 02 - Z-?--7 (,o ADDRESS -3g03 CONTRACTOR PH # DESCPRITION OF REVISION: n A UTILITIES FIRE 7 FAX # 11 Iflll CHARLES WAYNE PROPERTIES, INC. Lic. Real Estate Broker Daytona Beach 1030 W. International Speedway Blvd. Daytona Beach, Florida 32114-3438 386-238-3600• Fax 255-8758 February 25, 2003 City of Sanford Dan Florian, Building Official P.O. Box 1788 Sanford, FL 32772-1788 Re: Prepower Inspection Request 3803 Orlando Drive, Sanford, FL 32773 To Whom It May Concern: This letter is written to request a prepower inspection for the address referenced above. Please be advised that such building will not be occupied until the Certificate of Occupancy has been released. Sincerely, Lake Mary Boulevard 617-, 2, L.C. Charles S. Lichtigman Managing Member "G State of Florida County of Volusia Before me this 25th day of February, 2003, appeared Charles S. Lichtigman, personally known to me to be the person whose name is subscribed above and acknowledge that he executed the same. In witness whereof, I have hereunto set my hand and affixed my official seal in the day and year in this Affidavit first above written. c7w'a- 0'" dja:a-- Notary Signature My Commission Expires: ,;' :+try,; LUTA L. AFFOLTER ahrrllswew#eeess3 W-- EXPIRES. February 25, 2005 Bonded Thru Notary Pubhc Underwriters Orlando Area Office: 2300 Maitland Center Parkway, Suite 306 • Maitland, Florida 32751-7169.407-660-1500 - Fax 660-2053 As -Built Foundation Survey F LOT 2 S 7a-4 09 M E ? 7? ,34 ri v ri rn r010 124.63. 65,34, LOT 1 WALGREEN'S ` n DRUG STORE FlNISHED SLAB — 49.50 N 1' h O so 2 137 33' 65.,3 d u 1. This is not a boundary survey. 2. The purpose of this survey is to show the location of the foundation of the building relative to the boundary. 3. The boundary information was supplied by the owners. 4. Finished slob elevation = 49.50. 5. Reproductions of this sketch ore not valid without the signature and the origional raised seal of a Florida Licensed Surveyor and Mapper. DATE: 11 /05/02 SCALE: 1: 50 CALL. BY: Tomi IDRAWN BY: Chaz I JOB NO: I hereby certify that this As —built Foundation Dote: Revisions: • Survey was pntpdh with my supervision andTAandTCSu"epng that this survey meeft the minimum technical 12/23/02 Added finished slob elevation 1863 w111dW Lane standards for surveys w set forth in chapter tiIG17 Florida Administrative Code, pursuant to Vrmter Park, F1 32192 ions oz7,norwo: sea 407)9474533/Fax(407)681.2468 ,.11"P/ z Licizi od Business #7068 l icm Lime Mm #6107 State of Florida C8760 T 1) 4J/i% 6ii(.f2 l/S O/1GI s JrI, THIS OWG PREPARED FROM COMPUTER INPUT (LOADS A DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 2x6 SP #2 N Bot chord 2x8 SP 2400f-2.OE :B2, 64 2x4 SP #2: Webs 2x4 SP #3 Truss designed for 40.00 psf NET uplift wind pressure along top chord with 10.00 psf TC OL and 10.00 psf BC OL. Chord to be laterally braced @ 24" o.c. in lieu of rigid sheathing. 5X4=- 110 mph wind, 18.51 ft mean hgt, ASCE 7-98, PART. ENC. bldg, Located anywhere in roof, CAT II, EXP 6, wind TC OL=4.0 psf, wind BC OL=4.0 psf. Deflection meets L/360 live and L/240 total load. 41 3X6 III 2X4- 2X4a 2 X 4 % 2X4— 3X6 III 4.5 r 1 4.5 B2 + 5X8= + B4 + 2-3-4 15-6-0 3X4 (A1) 3X6 II 3X6 III 3X4 (A1) I r.-5-0-12— 7X6= 4-8 6-9-0 Over 2 Supports R=1070 U=1668 W=5.5" 7X6 I --Q 5-0-12— 13-4-8 R=1070 U=1668 W=5.5" 5-6-3 PLT TYP. Wave TPI-95 Design Criteria: TPI STD Ver: 6.11 OTY:10 FL 4 R - Scale =.25" Ft. WAR NING" TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING. INSTALLING AND TC L L 20.0 P S F R E F R 7 6 1-- 3 3 4 4 1BRACING. REFER TO HIO-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, SB3 O'ONOFp1O DR., SUITE 200. MAOISON, YI 537191. FOR SAFETY PpACTICE$ PRIU0. :0 T C D L 1 0.0 P S F DATE 12117102PE0.FO0.MING THESE FUNCTIONS. UNLESS OTH ERNISE INOIC ATED. TOP CHORD SMALL HAVE PROPERLY ATIACH;O ST0.UCTU0. AL PANELS. BOTTOM CHORD SN All HAVE A Pp OPERIY ATTACHED RIGID CE It G. S` v•lIMPORTANT*' FURNISH A COPY OF TN IS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE tNGINEER:O F L. • B C D L 10.0 P S F D R W IICUSR/61 02351132PRODUCTS. INC. $H All NOT BE RESPONSIBLE F0A ANY OEV(ATfON FROM THIS OESI GN. ANY FA ILURF TC BUIlO THE TRUSSES IN CONFO0.MANCE YI T11 TP 1: OR FABp ICAT[NG. MANOL ING. SHIPPING. INSTALLING AND ALPINE B0.ACING OF TRUSSES THI$ DESIGN CONFORMS YITN APPLICABLE PROVISIONS OF NO$ (NATIONAL UESIGN f B C L L D. D P S F H C E N G / D L J SPECIFICATION PURL (SHED BY THE AMER ICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE _ CONNECTORS ARE MADE OF 2OGA ASTM AGS3 GR4O GALY. STEEL. E%CEPT AS NOTED. APPLY CONNECTORS TO 1 T 0 T . L D . 40.0 PSF S E O N - 23431 EACH FACE OF TRUSS. AN0 UNLESS OTHERWISE LOCATED ON THI$ DESIGN, POSITION CONNECTORS PER }(fT • DRAWINGS 160 A"7. THE SEAL ON THIS GRAYING INDICATES ACSHOWNCEPTANCE OF PROIESSIONAI ENGINEERING I••. RCOP'• OUR.FAC. 1.25 FROM DRDpEnHainesCity,FFI, Products,ered Inc. COMPONENTIFORYANYYLPARTICULAREBUILDINGOISOTHETDESIG RESPONSIBILITYOF THE BUILDINGITA IT NoDESIGNE0.. PER THIS 0 L14- ' SPACING SEE ABOVE JREF - 1RYM761_Z03 PLCeni6DalaofAuthoriznlionp567ANSI/TPI l 1995 SECTION 2. L.aYov- - i -Z) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 2x4 SP #2 Bot chord 2x4 SP #2 Webs 2x4 SP #3 Rt Bearing Leg 2x4 SP #3: Truss designed for 40.00 psf NET uplift wind pressure along top chord with 10.00 psf TC DL and 10.00 psf BC DL. 1 0-6-4 T 4X7= 4X4- T 2-6-12 X4 = 12-1-8 3X4(81) - 1.5 X 4 III 0-4-4 0-3-8 5-0-0 -1— - 1 6-3-0 Over 2 Supports — R=314 U=228 W=5.5" R=406 U=314 W=3" 110 mph wind, 15.00 ft mean hgt, ASCE 7-98, PART. ENC. bldg, Located anywhere in roof, CAT II, EXP B, wind TC DL=4.0 psf, wind BC DL=4.0 psf. 1 hip supports 5-0-0 Jacks with no webs. 3-0-4 PLT TYP. Wave TPI-95 Design Criteria: TPI STD , FL VtbrLr"Q GME QTY:2 FL 4 R - Scale =.375" Ft. WARNING TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING. INSTALLING AND T C L L 2 0.0 P S F R E F R 7 6 1 3 3 4 4 2BRACING. REFER TO NIB-91 (HANOI LNG INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PI ATE INSTITUTE. 563 O'ONO FRIG OR.. SUITE 200. MAO[SoN, WE 537191. FOR SAFETY PRACTICfS PRICR TO PERFORMING THESE FUNCTIONS. UNLESS 0TH'RWI SE INO IC ATEO. TOP CMOR0 SHALL HAVE PROPERLY ATTAC NCO l I' u A TC DL 10.0 PSF DATE 12/17/02 STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID Cf ILING. IMPORTANT" FURNISH A COPY OF THIS OESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED j 1F1 B C D L 1 0 . 0 PSF O R W HCUSR761 02351133PRODUCTS. INC. SH All NOT BE RESPONSIBLE FOR ANY OEY IAT ION FROM THIS OES IGN; ANY FA It URE TO I C •• BUILD THE TR SSES IN CONFORMANCE NITM TPI; OR FABRICATING. XANOLING. SHIPPING. INSTALLING AHO f ••••• B C L L 0.0 P S F H C- E N G / D L JALPINEBRACINGOFTRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL OE IGII j NM _ • SPECIFICATION PUBLISHED BY THE AM ERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE t CONNECTORS ARE MADE OF 2OGA ASTM A653 GR4O GAL . STEEL. E%CEPr AS NOTED. APPLY CONNECTOR$ TO 37 : jQ TOT . L D . 40.0 PSF S E Q N - 23438 EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER 1 (fN • P B OR APONGS 160 A Z. THE SEAL ON THIS OR AVING INDICATES ACCEPTANCE OF P0.OFESSION AI ENGINEERING iCS •p10P:\ OUR.FAC. 1.25 FROM DRDAlpineEngineeredProducts, Inc. RE SPONSIBIL IT SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. TXE SUI TAR II I TY ANO USE OF THIS ti Haines City, Ff. 33844 COMPONENT FOR ANY PARTICULAR BUIlO1NG IS THE RESPONSIBILITY OF THE BUIlO1NG DESIGNER. PER D e C RE®eEN' 1'1.Cen1fiicateofAuthorization#567 ANSI/TPI 1.1995 SECTION 2. M SPACING SEE ABOVE JREF - 1RYM761_Z03 k%,o1Du- - I -j HIS UWG PREPARED FROM COMPUTER INPUT (LOADS S DIMENSIONS) SIIBMIITEU BY TRUSS MIR. Top chord 2x4 SP #2 Bot chord 2x4 SP #2 Webs 2x4 SP #3 Rt Bearing Leg 2x4 SP #3: Truss designed for 40.00 psf NET uplift wind pressure along top chord with 10.00 psf TC UL and 10.00 psf BC OL. 0-6-4 F 3X4(B1) 3 X 3 III 61— 3-2-4 0l2r12-1-8 2X4- 1.5X4 III 0-4-4 0-3-8 Y rl 6-3-0 Over 2 Supports R=270 U=187 W=5.5" R=230 U=355 W=3" 110 mph wind, 14.21 ft mean hgt, ASCE 7-98, PART. ENC. bldg, not located within 4.50 ft from roof edge, CAT I1, EXP B, wind TC DL=4.0 psf, wind BC DL=4.0 psf. 3-7-12 PLT TYP. Wave TPI-95 Design Criteria: TPI STD , FLV rfk 60.11E OTY:56 FL 4 R - Scale =.375" Ft. WARN[NG " TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING. INSTALLING AND T C L L 2 0.0 P S F R E F R 7 6 1-- 3 3 4 4 3BRACING. REFER TO HIO-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 O'ONOFRIO DR., SUITE 20O. MADISON, NI 53119), FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUMC TION $. UNI ES$ OTH ERNISE INO IC A TEO. TOP CHORD SHALL HAYE PROPERLY ATTACHED •` TC D L 10.0 PSF DATE 12117102 STRUCTURAL PANELS, BOTTOM CHORD SMALL MAYE A PROPERLY ATTACHED RIGID CEILING. J .. ... IMPORTANT'. FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED AIIF BC D L 10.0 P S F 0 R W IICUSR761 02351134 PROOUC TS. INC. SHALL NOT BE RESPONSIBLE FOR ANY OEYIATION FROM THIS OESIGN: ANY FAILURE TO 4M BU ILO THE TRUSSES IN CONfORMANCE NI TH TPI: OR FABRICATING. HANDLING. SHIPPING. INST ALI LNG AAO 4 • ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMSWITH APPLICABLE PROYISIOMS OF NOS (NATIONAL DESIGN 1I • t =+ BC L L 0.0 P S F H C- E N G / D L J SPECIE ICATION PUBLISHED BV THE AMERICAN FOREST AND PAPER ASSOCIATI(N) AN0 TPI. ALPINE s } CONNECTORS ARE MADE OF 2OGA ASTM A653 GR4O GALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTONS 10 1 : i T 0 T . L 0 . 40.0 PSF S E O N - 234 45 EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER 4o '. DRAWINGS 16O A 2. THE SEAL ON THIS DRAWING INDICATE$ ACCEPTANCE OF PROFESSIONAL ENGINEERING /s :fl p1aP..F DUR. FAC. 1.25 FROM DRD AlpineEngineeredProducts,111C. NESPON$1 LITY SOLELY FOR THE TRUSS COMPONENT OE51GN SHOWN. THE SUITAD[LITY AND USE OF THIS t G HainesCily,Fl, 33844 COMPONENT FOR ANY PARTICULAR BUILDING 15 THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ENV FLCertifRcateofAuthorirbtion#567 ANSI/TPI 1-1995 SECTION 2. Dec . . SPACING SEE ABOVE JREF - 1RYM761_Z03 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS A DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 2x4 SP #2 Bot chord 2x4 SP #2 Webs 2x4 SP #3 SPECIAL LOADS LUMBER OUR.FAC.=1.25 / PLATE OUR.FAC.=1.25) TC From 60 PLF at 0.00 to 60 PLF at 4.15 TC From 131 PLF at 4.15 to 131 PLF at 9.27 TC From 60 PLF at 9.27 to 60 PLF at 13.42 BC From 20 PLF at 0.00 to 20 PLF at 4.15 BC From 44 PLF at 4.15 to 44 PLF at 9.27 BC From 20 PLF at 9.27 to 20 PLF at 13.42 BC 25 LB Conc. Load at 0.11. 13.35 BC 417 LB Conc. Load at 4.15, 9.27 2X5(01' 0-3-12 r 6X8= 1.5X4 III 6X8= 110 mph wind, 27.51 ft mean hgt, ASCE 7-98, PART. ENC. bldg, not located within 4.50 ft from roof edge, CAT 11, EXP B, wind TC DL=4.0 psf, wind BC DL=4.0 psf. Truss designed for 40.00 psf NET uplift wind pressure along top chord with 10.00 psf TC OL and 10.00 psf BC DL. 2X4o 2X4-, 1<1-4-8 J L<i-4-8:-,I 1) L. 4-1-13 _I- 5-1-7 I 4-1-13 I fF 13-5-0 Over 2 Supports R=1219 U=1514 W=7.25" R=1220 U=1514 W=7.25" 0-3-12 F -7- 6 3 0 T 2-2-9 i PLT TYP. Wave TPI-95 Design Criteria: TPI STD , FL1GirQG6CGUIE OTY:2 FL 4 R - Scale =.375" Ft. ALPINE AlpinIlans Citty,F , ed 338844t4s,InC. NARKING•• TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING. INSTALLING AND BRACING. REFER TO HIG-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 5B3 D'ONOFR III OR.. SUITE 200. MAOI SON, NI 53/19), F00. SAFETY PRACTICES PR OR TO PERFORMING THESE FUNCTIONS. UNLESS OTH ERNI$E INDICATED. TOP CHORD SHALL HAVE PROPERLY AT I ACHED ID CEILING. s IMPORTANT** TRUCTURAL FURNISHOA COP YMCHOROOFHTHISALLHOESIGNAVEAPTOPTHEYINSiAllAIIONGCONTRACTOR. ALPINE ENGINEEREDPRODUCTS. INC. $MAXI NOT BE RESPONSIBLE FOR ANY DEVIATION FROO THIS BESIGH; ANY FAILURE TO BUIlO THE TRUSSES IN CONFORMANCE NITH TPI; 00. FABRICATING, HANOI LNG. $NIPPING. IN ANO BRACING OF TRUSSES. THIS DESIGN CONFORMS NITH APPLICABLE PROVI$IONS OF NOS (NATIONALDESIGNBC SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINECONNECTORSAREMADEOf20GAASTMA653GR40GALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTOR$ TO EACN FACE OF TRUSS. AND UNLESS OTHERNI SE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A 2. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING COMPONENTTIFORYANYIELY FORPARTICULAREBUILDINGUSS OISOTHETDESIGN RESPONSIBILITYOF THE BUILDINGN. THEITYANDUSEOFDESIGNE0.. PER THISRFLCcrtitiwlcofAulhoTi2ntionN567 ANSI/TPI 1 1995 SECTION 2 G1 414 vGGQ•``l`•• S``'' BC 1 • s p A : l000t C] eC''4 f@u` e Ai r 0" 4 SPACING T C TC TOT L L D L D L LL LD. 20. 0 10. 0 10. 0 0. 0 40. 0 P S F PSF P S F PSF PSF R E F R 7 6 1-- 3 3 4 4 4 DATE 12117102 D R W HCDSR761 02551135 HC ENG DLJ SEON 23447 DUR. FAC. 1.25 FROM DRD SEE ABOVE JREF 1RYM761_Z03 too/Du- - I-o THIS DWG PREPARED FROM COMPUTER INPUT (LOADS A DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 2x4 SP #2 Bot chord 2x4 SP #2 Webs 2x4 SP #3 Truss designed for 40.00 psf NET uplift wind pressure along top chord with 10.00 psf TC DL and 10.00 psf 8C DL. 2X5 (D1; 0-3-12 1 4X4=- 4X4= 110 mph wind, 27.78 ft mean hgt, ASCE 7-98, PART. ENC. bldg, not located within 4.50 ft from roof edge, CAT II, EXP B. wind TC OL=4.0 psf, wind BC DL=4.0 psf. 1.5X4 1.5X4 X<1.4-8 J X<1-4-8>J 1_ 5-4-0 I 2-9-0 I 5-4-0 1 13-5-0 Over 2 Supports R=537 U=695 W=7.25" R=537 U=695 W=7.25" 1) _— 0-3-12 26-3-0 2-9-1 PLT TYP. Wave TPI-95 Design Criteria: TPI STD , FLVarR 6CM E QTY:2 FL 4 R - Scale =.375" Ft. ALPINE Alpine Engineered Products, IIainesCity, F1. 33844 FL Certificate of Authorization N 111C. 567 WAR NING TRUSSES REOUIRE EXTREME CARE IN BRACING. • REFER TO 91 (HANDLING INSTALLING AND BRACING), AN PUBLISHED BY TPI INSTALLING NI(TRUSSPLATE INSTITUTE. S03 D'ONOF0.1O OR., SUITE 200. MADISON. YI 53/111. FOR SAFETY PRACTICES PRIOR TO PIRFORM ING THESE FUNCTIONS. UNLESS OTNERYIS1 1NOICATEO. TOP CH0 SNAIL MAYE PROPERLY ATTACHED ST0.UC TU0. AL PANELS. BOTTOM CHORD SMALL HAVE A PROPERLY ATTACHED RIGID CEII ING. IMPORTANT•• FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED P0.O0UC TS. INC. SM All Nor BE RE SPONSIBIE FOR ANY OEY IATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE I US ES IN CONFORMANCE YITM TP1: OR FABRICATING. HANDLING. SHEPPING. INSTALLING ANU BRACING OF TRUSSES. THI$ DESIGN CONFORMS PITH APPLICABLE PROVISION5 OF NOS (NATIONAL DESIGN SPECIFICATION PURLISMEO BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS A0.E MADE OF 2OGA ASTM A653 GR40GALY. STEEL. EXCEPT AS NOTED. APPLY COM RECTORS TO EACH FACE OF TRUSS. AND UNLESS OTHERY ISE LOCATEO ON THIS DESIGN. POSITION CONMEC TORS PER OR AYINGS 160 Aj. THE SEAL ON THIS DRAPING INO ICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY ANO USE OF THIS COMPONENT TOa ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER ANSI /TP I I.1", SECTION 2. V,.•T j. FIC'If !!"• p ti Y s1', ORIaP t /L` Oec RR IY M* p EN TC LL TC DL BC DL BC L L TOT . L0. 20. 0 10. 0 10, 0 0. 0 40. 0 PSF P S F PSF PSF P S F REF R761- -33445 DATE 12117102 DRW IIGU$R761 02351136 H C - E N G / D L J S E Q N 2 3 4 5 4 DUR.FAC. 1 .25 FROM DRD SPACING SEE ABOVE JREF 1RYM761_ Z03 a/ou- - 1 -o) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 2x4 SP #2 Bot chord 2x4 SP #2 Webs 2x4 SP #3 110 mph wind, 28.06 ft mean hgt. ASCE 7-98, PART. ENC. bldg, not located within 4.50 ft from roof edge, CAT 11, EXP B, wind TC DL=4.0 psf, wind BC DL=4.0 psf. Truss designed for 40.00 psf NET uplift wind pressure along top chord with 10.00 psf TC OIL and 10.00 psf BC DL. 2X5 (01: 0-3-12 4X4=- 1.5X4 III 1.5X4 III L,I-4-8Lci-4-8 J 1, 6-8-8 I 6-8-8 I 13- 5-0 Over 2 Supports R= 537 U=683 W=7.25" R=537 U=683 W=7.25" 1) 0- 3-12 1 T- + 26- 3-0 3- 3-10 PLT TYP. Wave TPI-95 Design Criteria: TPI STD , FLVB1rQG6M E OTY:2 FL 4 R - Scale =.375" Ft. 9 WARNING •• TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING, INSTALLING AND TC L L 20.0 P S F R E F R 7 6 1-- 3 3 4 4 6 BRACING. REFER TO HIO-1 (HANDLING INSTALLING AND BRACING). PUBLISHEO BY TPI (TRUSS PLATE INSTITUTE. SBJ 0 ONOF0.1O OR., SUITE 100. MAOISON, WI 5J719). FOR SAFETY PRACTICES PRIOR 10 PERFORMING THESE FUNCTIONS. UNLESS OTN ERWISE INDICATED. FOP CMORO SMALL HAVE PROPERLY ATTACH'-D TC O L 10.0 P S F DATE 12117102 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACH EO RI'10 CEILING. IMPORTANT-- FURN{$H A COPY OF THIS OESIGN TO THE INSTALLATION CONTRACTOR, ALPINE ENGINEERED tIF '/ BC O L 10.0 PSF O R W IICUSR76I 02351137 PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY OEVIAT{ON FROM TH 1S OESI GN; ANY FAILURE To .y OUILO THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING. SHIPPING. INSTALLING AND v •••• •••• A L P I N E BRACING OF TRUSSES. TN15 OESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN } j BC L L 0.0 P S F H C- E N G / O L J SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AN0 PAPER ASSOCIATION) AND TPI. ALPINE + CONNECTORS ARE MADE OF 2OGA ASTM A653 GR40 GAIY. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS 10 9 :Q. TOT. L D . 40.0 P S F S E 0 N - 234 57 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS OE SIGN, POSITION CONNECTORS PERRAIII Alpine Engineered Products, htc. ORESPOMSIBILTTY S-LELYTFORHE STHE EALTRUSSICOMPONENT OE SIGN S ORANT.1 TSHOWNII `EPTATHE SUITABILITYNCE OFOANOUSEIOFETTHISING CISN '... aRla? •\F OUR. F A C . 1.25 FROM O R O Ilaines City, FL 33844 COMPONENT FOR ANY PARTICULAR aUILO1NG IS THE RESPONSIBILITY OF THE 8UILOING OESIGHER. PER DecgcLli ENv FLCerrificateofAuthoriznlionN567ANSI/TPI 1 1995 SECTION z. ak. M SPACING SEE ABOVE JREF - 1RYM761_Z03 b0/0V- - V-C HIS DWG PREPARED FROM COMPUTER INPUT (LOADS S DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 2x4 SP #2 Bot chord 2x4 SP #2 Lt Wedge 2x4 SP #3: SPECIAL LOADS LUMBER OUR.FAC.=1.25 / PLATE OUR.FAC.=1.25) TC From 60 PLF at 0.00 to 60 PLF at 7.00 BC From 20 PLF at 0.00 to 20 PLF at 7.00 BC 25 LB Conc. Load at 0.00 Deflection meets L/360 live and L/240 total load. 110 mph wind, 27.51 ft mean hgt, ASCE 7-98, PART. ENC. bldg, Located anywhere in roof. CAT 11, EXP B, wind TC OL=4.0 psf, wind BC OL=4.0 psf. Truss designed for 40.00 psf NET uplift wind pressure along top chord with 10.00 psf TC OL and 10.00 psf BC OL. 3.2621 15131 U=228 T 2-2-9 2-2-9 0-3-12 2X5rA11 ZFiL3 0 R=53 U=180 3 X 8 III IE1-4-8—IE 5-8-4 _I 7-0-0 Over 3 Supports R=401 U=517 W=7.25" PLT TYP. Wave TPI-95 Design Criteria: TPI(STD) , FLVtarQG6CaM OTY:8 FL 4 R - Scale =.375" Ft. TRUSSES • BRACING. E. REFER TO HIB 91 (HANDLRING INSTALLEMECARENINGANDBRACING)HANDLING. PUBLISHED BY PSHIPPING. INSTALLINGPLATE TC LL 20.0 PSF REF R761- -33447 INSTITUTE. SBJ O'ONOFR IO OR., SUITE 2p0. MAOI SON. YI 5J719). FOA SAFETY PRACTICES PRIOR TO PERFORMINGING THESE FUNCTIONS. UNLESS OTMERYISE INDICATED. TOP CN0R0 SNAIL HAVE PROPERLY ATTACHED G u w TC D L 10.0 P S F DATE 12117102 STRUCTURAL PANELS, BOTTOM CHORD SHALL NAVE A PROPSRLY ATTACHED RIGID CE II ING. L„'. IMPORTANT•• FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR ALPINE ENGINEERED ij *If'/N'• B C D L 10.0 P S F D R W FICUSR761 02351138PRCIS. INC. SHALL NOT BE RESPONSIBLE F00. ANY OEVIATIDN FROM THIS DESIGN: ANY FA II URE TO f BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING. HANDLING. SNIPPING, INSTALIING AND B C L L 0.0 P S F H C -ENG / O L JALPINEBRACINGOFTRUSSES. TNIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN { SPECIFICATION PURL [SHE BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALY. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO >< p . T 0 T , L D . 40.0 PSF S E O N - 23462 EACH FACE OF TRUSS. AND UNLESS OTHE0.Y ISE LOCATOR ED ON TNIS DESIGN, POSITION CONNECTORS PER `. Alpine EnginccTed Products, Inc. 0.ING ISORAPON$ IB[ I/TY $OLELYTF00.STMI OTRUSSICOMPONEAWINT OESIGNTES SMOMN`EPTANNE $UITABILITYP OF ONAL AND USEIOFETHIS / Y RIaP\v D U R . F A C . 1.25 FROM O R D Plaines City, Fl. 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF IIIE BUILOING DESIGNER PER D e C n ENG FT. CertifcateofAuthorizallonN567ANSI/TPI 1.1995 SECTION 2. 00 SPACING SEE ABOVE JREF - 1RYM761_ZO3 L.oYou- - r,-e) Top chord 2x4 SP #2 Bot chord 2x4 SP #2 Webs 2x4 SP #3 Truss designed for 40.00 psf NET uplift wind pressure along top chord with 10.00 psf TC DL and 10.00 psf BC DL. Sub -fascia beam assumptions: 4-0-0 sub -fascia beam on the 1-10-14 cantilever side. 4-0-0 sub -fascia beam on the 1-10-14 cantilever side. Hipjack supports 5-9-1 setback jacks w/vert over bearing only. 1-10-14 cant one face, 1-10-14 cant opposite face. 2X 0-3-7 1 1-2-8- 3X4 1.5X4 III 1.5X6 III 6-1 _I 8-1-10 Over 3 Supports- R=281 U=887 W=14.22" I HIS UWG PKLPAKLU FROM LUMPU ILK INPUI (LUAU) & UIMLNNIUNJ) NUUMIIItU HT IKUbN MI-K. 110 mph wind, 27.49 ft mean hgt, ASCE 7-98, PART. ENC. bldg, Located anywhere in roof, CAT II, EXP 8, wind TC DL=4.0 psf, wind BC DL=4.0 psf. Deflection meets L/360 live and L/240 total load. 2j -11 U=180 2-2-4 I R=150 U=488 T 2-2-4 1 PLT TYP. Wave TPI-95 Design Criteria: TPI STD , FL VMhrKU 6Caff QTY:4 FL 4 R - Scale =.375" Ft. WARNING" TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING, SNIPPING, INSTALLING AND TIC L L 2 O.O P S F R E F R 7 6 1-- 3 3 4 4 8BRACING. REFER TO x18-91 (HANDLING INSTALLING ANO BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 583 O'ONOFRIC DR., SUITE 200. MA 15ON, NI 53719), FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SNALL HAVE PROPERLY ATTACHED ue A T C D L 1 O . O P S F DATE 12117102 STRUCTURAL PANEL$. BOTTOM CHORD SMALL HAVE A PROPERLY ATTACHED RIGID CEILING. V ..... pIMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED f `I f Y 8 C D L 10.0 PSF D R W HCUSR761 02351139 PRODUCTS. INC. SNAIL NOT BE RESPONSIBLE FOR ANY OEVIAT ION FROM THIS DESIGN; ANY FAILURE TO •• •••• BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING. HANDLING, $HIPPING, INSTALLING AND B C L L O.O P S F H C - E N G / D L JALPINEBRACINGOFTRUSSESTHISDESIGNCONFORM$ WITH APPLICABLE PROVISION$ OF NOS (NATIONAL DESIGN i = + SPECIFICATION PUBLISHED BY THE AMER ICAN FOREST ANO PAPER ASSOCIATION) AND TPI. ALPINE , CONNECTORS ARE MADE OF 2OGA ASTM A653 GR4O GAL V. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO =',t, TEOF Q TOT. LD. 40.0 PSF SEQN - 23466 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS 0 E$1 GN. POSITION CONNECTORS PERDRAWINGS (rX 1G V Alpine Engineered Products, Inc. RESPONS[BILITY $OLELYTFORHE STHE TRUSS EAL ON ICOMPONENT DESDRAWINGSIGNTSHOWNESCEPTATHESO[TAB[LlTY0AN0 USENALIDFETHISCAS .! 0RVO.-V D U R . F A C . 1.25 FROM O R D Haines City,Fl. 33844 COMPONENT F a R ANY PARTICULAR BUILDING IS THE RESP0NS181LITV OF THE BU[LOING DESIGNER, PER Dec`4 R 9 EN6FLCeFtificateofAuthorizationN567ANSIITP[ 1 1995 SECTION 2. » SPACING SEE ABOVE )REF 1RYM761_Z03 C8760- - C-2A) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS1 SUBMITTFD BY TRUSS MFR Top chord 2x4 SP #2 Bot chord 2x4 SP #2 Lt Wedge 2x4 SP #3: Truss designed for 40.00 psf NET uplift wind pressure along top chord with 10.00 psf TC DL and 10.00 psf 8C DL. 3.26 2 140 U=255 0-3-12 1-8-5 R=320 U=180 2X5(A1) R=128 U=180 3X8III L;C-1-8-2;--1 3-5-11ar. 5- 1-1 Over 4 Supports R= 113 U=180 W=7.25" 110 mph wind, 27.25 ft mean hgt, ASCE 7-98, PART. ENC. bldg, Located anywhere in roof, CAT II, EXP B, wind TC DL=4.0 psf, wind BC DL=4.0 psf. T 1- 8-5 PLT TYP. Wave TPI-95 Design Criteria: TPI STD , FL1 t G6C.Off QTY:4 FL 4 R - Scale =.375" Ft. BRACINN IG•,** TRUSSES . RFF ER TO H18 94O IRE EXTREME CARE 1NANOL; NG INS ALLING AND BRA 51NG)M) PUBNGISNEO OYSHIPPING. TPIINSTALLING P ATE TC LL 20.0 PSF REF R761- -33449 INSTITUTE. SB3 D'ONOFRIO OR., SUITE 200. MAOISON, N! 53719). FO0. SAFETY PRACTICES PR I!0. TO TC DL 10.0 PSF DATE 12/17 Q2 PE0.FORMING TN ESE FUNCTIONS. UNLESS OTHERW 15E INDICATED. TOP CHORD $HALL .AYE P0.OPERLY ATT ACHED F,r`` STRUCTURAL PANELS, BOTTOM CHORD SH All .AYE A PROPERLY ATTACHED RIG[0 CEILING. p tPROTANT— OUCESTHTS. INC. $HALLFURNISH NOTABEORESPONSIBLEOFOR,M ANY THEINSTALLATION IONL FROM. T.,I STDES IGN; ALPINE FAILURES TOO `•• po C D L 10.0 PSF D R W HCUSR761 02351140 BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING. SHIPPING, INSTALLING AMC + S •i B C L L 0. 0 P S F H C- E N G D L J 7ALPINE BRACING OF T0.USSF5 TNI$ DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS NATIONAL DESIGN j t : * / SPECIFICATION PURL ISHEO BY THE AMER ICAN FOREST AND PAPE0. ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 2OGA ASTM A653 GR4O GALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO = ; Q TOT. LD. 40.0 PSF SEQN - 23469 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON TH [S DESIGN, POSITION CONNECTORS PE0. :• •(: DRAWINGS I6O A2. THE SE AI ON THIS DRAWING INDICATES AC CEPTAMCE OF PROFESSIONAL ENGINEERING /_!1'., QRIQ'J `4/ OUR . F A C . 1.2 5 FROM D R O Alpine EngineeredProducts, Inc. RESPONSIBILITY SOLELY FOR THE TRU$$ COMPONENT OESIGN SHOWN. THE SUITABILITY ANO USE OF TNIS G Halnescity,FL33844COMPONENTFORANYPARTICULARBUILDINGIsTHERESPONSl81l1iYofTHEBUILDINGDE$1GNER, PE0. Dec`?'Y7R,N SPACING SEE ABOVE )REF 1RYM761_Z03 FLCertificateofAuthorizationN567 ANSI/TPI 1 1995 SECTION 2. t%.u/uu- L-eo THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 2x4 SP #2 Bot chord 2x4 SP #2 110 mph wind, 26.80 ft mean hgt, ASCE 7-98, PART. ENC. bldg, Located anywhere in roof, CAT II, EXP 8, wind TC DL=4.0 psf, wind BC DL=4.0 psf. Truss designed for 40.00 psf NET uplift wind pressure along top chord with 10.00 psf TC OL and 10.00 psf BC DL. 3.26 r-- 0-3-12 2X5(A1) R=69 U=180 L--Q1-9-5 1- 8-9 Over 3 Supports R= 50 U=180 1 0- 9-26- 8-11 26 3 0 R= 18 U=180 0- 9-5 PLT TYP. Wave TPI-95 Design Criteria: TPI STD , FLVGra rf—a E OTY:4 FL 4 R - Scale =.375" Ft. WARNING" TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING, SNIPPING. INSTALLING AND TC LL 20.0 PSF REF R761- -33450 BRACING. REFER TO NIO-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 563 O'ONOFRIO DR.. SUITE 200. MAOISON. NI 53719). FOR SAFETY PRACTICES PRIOR TO nMlyN TC, DL 10.0 PSF GATE 12/17/02 PERFORMINGTHESEFUNCTIONS. UNLESS 0THERN ISE INo ICATEO. TOP CHORD SHALL HAVE PROPERLY ATTACHED 1'' STRUCTURAL PANELS. BOTTOM CNORO SHALL NAVE A No ATTACHED RIG IO CEILING. l •. IMPORTANT" FURNISH A COPY OF TN IS DESIGN TO THE INSTALLATION CONTRACTO0.. ALPINE ENG[NEE0.E0 BC DL 10.0 PSF DRW iICU$R%fil 02351141 PROOUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY OEY IATION FROM THIS OESIGN; ANY FAILURE TO IF BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING. HANDLING. SHIPPING, INSTALLING AND F Fp ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN Z. i L BC LL 0.0 PSF HC-ENG /DLJ SPECIFICATION PUBLISH EO BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE _ CONNECTORS A0.E MADE OF 2OGA ASTM Ati53 GR4O GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO .9 L•T TOT. L 0 . 40.0 PSF S E O N - 23472 7EACHFACEOFTRUSS. AND UNLESS 01H ERNISE LOCATED ON THIS ES GN, POSITION CONNECTORS PER i(1 v, • Q DRAWINGS 115 A-7. THE SEAL ON THIS ORAN IMG INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING s j'. ;F ORIOP• OUR. FAC. 1.25 FROM DRD AlpineEngineeredProducts,InC. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AMO USE OF THIS 7 AP llalnesCity, FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER Det. HF ENv SPACING SEE ABOVE )REF 1RYM761_Z03 FLCertifcateofAuthorization#567 ANSI/TPI 1 1995 SECTION 2. C8760- - C-2C) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SURMIlTEO BY TRUSS MFR Top chord 2x4 SP #2 Bot chord 2x4 SP #2 Webs 2x4 SP #3 Truss designed for 40.00 psf NET uplift wind pressure along top chord with 10.00 psf TC DL and 10.00 psf BC DL. 1.5X4 III 5.5 2X5(D1) 0-3-12 DI U R=62 U=180 1.04 III L-C-1-8-2--J"-3-15-J 2-11-5 Over 4 Supports 2 7-1 20 U=180 1-7-15 8 UU=180 R=148/-194 U=195 W=7.25'' 110 mph wind, 27.24 ft mean hgt, ASCE 7-98, PART. ENC. bldg, not located within 4.50 ft from roof edge, CAT 11, EXP B, wind TC DL=4.0 psf, wind BC DL=4.0 psf. T 1-7-15 T PLT TYP. Wave TPI05 Design Criteria: TPI STD , FLV&;tD 6CQI1E QTY:4 FL 4 R - Scale =.375''Ft. WARNING'' TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING, INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE TC L L 20.0 P S F REF R 7 6 1-- 3 3 4 5 1 INSTITUTE. 563 O'ONOFRIO OR.. SUITE 200. MADISON. WI 53719). FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SMALL HAVE PROPERLY ATTACHED TC D L 10.0 P S F DATE 12117102 STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. f/ •``4, IMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED • V ••••''•1/ BC DL 10.0 PSF DRW H(.D$R%Gl 02351142PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY OEVIATION FROM THIS DESIGN; ANY FAILURE TO `. BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING. HANDLING. SHIPPING. INSTALLING AND S ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL O[SIGN i••• BC LL 0.0 PSF HC-ENG /DLJ SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE iii •} + CONNECTORS ARE MADE OF 2OGA ASTM A653 GR4O GALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO :• Ac TOT. LD. 40.0 PSF SEQN - 23475 EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER ^^ AT ` IDRAWINGS160A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING .y••, 0p1aP:•k, DUR.FAC. 1.25 FROM DRDP11tHaingineered , FL 33844 COMPONENTTIFORYANYYSOLELYPARTICCULARTHE BUILDINGCOMPONENT RESPONSIBILESIGN ITY OF THE BUILDINGSUITABILITY DESIGNER. USE PER THIS Deis SPACING SEE ABOVE )REF 1RYM761_Z03 FLCePtificateof Authorim(ionN567ANSI/TPI I-1995 SECTION 2. iwYvv- - L'-cu THIS DWG PREPARED FROM COMPUTER [NPUT (LOADS R DIMENS[ONS) SUBM[TTED BY TRUSS MFR. Top chord 2x4 SP #2 Bot chord 2x4 SP #2 Truss designed for 40.00 psf NET uplift wind pressure along top chord with 10.00 psf TC DL and 10.00 psf BC DL. 2X5(D1) 5.5 F- 0 3 12 {}2 1- - 9 R=51 U=180 1 T 1-1-7 Z6L3 a R=19 U=180 R=70 U=180 L-1-9-13--J 1.9-1 Over 3 Supports 110 mph wind, 26.97 ft mean hgt. ASCE 7-98, PART. ENC. bldg, Located anywhere in roof, CAT II, EXP B, wind TC DL=4.0 psf, wind BC DL=4.0 psf. 1T 7 PLT TYP. Wave TPI-95 Design Criteria: TPI STD , FLV G6C-011E QTY:4 FL 4 R - Scale =.375" Ft. BRALRN IINr. •RIFER TOTRUSSES NIB 91UIR(H NDLEXTREME ING INST LILNING AND BRACNING)FABRICATIO.HANPUBLISHEDHBY TPI DLING, SIPPING. INSTALLING TRUSSPL TE TC LL 2Q.Q PSF REF R761- -33452 INSTITUTE. 583 O' ONOF0.10 DR., SUITE 200. MADI50N, NI SOP CH OF OR SAFETYPRACTICES PRIOR TO XMiWN TC DL 10.0 PSF DATE 12/17/02 PERT 00.M INGTHESEFUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED Y GG S TRUCTU0. Al PANELS. BOTTOM CMORO SHALL "AYE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT•` FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED •l B C D L 10.0 P S F D R W HCUSRI(il 0235114 3 PROOUCTS, INC. SH AllNOTBERESPONSIBLEFORANYDEVIATIONFROMTHISDESIGN; ANY FAILURE To - • p BUILD THE TRUSSES INCONFORMANCEWITHTPI; OR FABRICATING. HANDLING. SHIPPING. INSTALLING AND B C L L 0.0 PSF H C - E N G / D L J ALPINE BRACING Of TRUSSES. TN IS DESIGN CONFORMS NITM APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN i = SPECIFICATION PUBLISHED BY THE AMER IC AN FOREST AND PAPER ASSOCIAT I ON AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GRA0 GALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO 'p OF T 0 T . L D . 40.0 PSF S E Q N - 23478 EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER }(CV S ( OR I60 A,1. THE SEAL ON THIS 00.ANING INDICATE$ ACCEPTANCE OF P0.0FESSIONAL ENGINEERING :C n ;F• R1pP•`4 OUR. FAC. 1.25 FROM DRD Alpine Engineered Products, Inc. RE SPON SIB III TY SOLELY F00. THE TRUSS COMPONENT DESIGN SHONM. THE SU[TAB[II TY ANO USE OF TN IS A 7 T[aines City, Fl. 33844 COMPONENT FOR ANY PARTICULAR BUILOING IS THE RESPONSIBILITY Of THE BUILOING 0CSIGN'R. PER D e C ti3 RE 2EN' Pt. Certificate ofAuthorization A567ANSI/TPI 1 1995 SECTION 2. M SPACING SEE ABOVE JREF 1RYM761_ Z03 CONVENTIONALLY FRAMED VALLEY DETAIL A) 2X6 OR LARGER SP #2 OR SPF #1/#2 VALLEY RAFTER PARTIAL FRAMING PLAN B) 2X4 SP OR SPF #3 CRIPPLE (MAX HEIGHT 6'-T) C) 2X4 SP OR SPF #3 CRIPPLE (MAX HEIGHT 6'-3") D) 2X6 OR LARGER SP #2 OR SPF #1/#2 RIDGE RAFTER COMMON TRUSSES AT 24" 0( NOTE: RIDGE RAFTER (D) MUST NOT BE OF LESS SIZE THAN THAT OF VALLEY RAFTER (A). NOTE: REFER TO VALLEY DETAIL VALTRUSS0699 FOR VALLEYSUPPORTINGTRUSSBRACINGDETAILS. RAFTERS 8), (C) MAX HEIGHT WITH 1X4 "T" BRACE IS 9'-10". RIDGE 8). (C) MAX HEIGHT WITH 2X4 "T" BRACE IS 1l'-2". RAFTER FOR 1X4 AND 2X4 "T" BRACING, BRACE TO BE SAME GRADE AS CRIPPLE. FASTEN 1X4 "T" BRACE TO CRIPPLE WITH 8d BOX (0.113" x 2.5") NAILS AT 4" OC. FASTEN 2X4 "T" BRACE TO CRIPPLE WITH 16d BOX (0.135" x 3.5") NAILS AT 4" OC. TOP CHORD OF TRUSS BENEATH VALLEY SET MUST BE BRACED WITH PROPERLY ATTACHED RATED SHEATHING OR PURLINS AT 24" O.C. OR VALLEY SPACING AS SPECIFIED ON THE ENGINEER'S SEALED DESIGN FOR THE SUPPORTING TRUSS. 2) 16d BOX NAILS, TOE -NAILED THRU CRIPPLE INTO RIDGE BOARD 3) 16d BOX NAILS D) r(A) C) ( B 3) 16d BOX NAILS 4'0" TYP. li!\(B) 3) 16d BOX NAILS, TOE -NAILED RATED SHEATHING l.VNI Wl V LY L"VJJGJ t11 4`t V%l 2) l6d BOX NAILS, OE -NAILED D) ( A) C) 3) 16d BOX NAILS. TOE -NAILED 3) 16d BOX NAILS, TOE -NAILED GIRDER 2) 16d BOX NAILS, TOE -NAILED (TYPICAL) SUPPORTING TRUSSES RATED SHEATHING CONNECTED TO AT 24' OC MAX SPACING TRUSS TOP CHORDS PER SPECIFICATIONSZ(3) 16d BOX NAILS, TOE -NAILED THRU CRIPPLE INTO RATED SHEATHING QN6;e DRAWING REPLACES DRAWING V105-CONV VARNING++ TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTALLING T.'• • L 3O 30 40 PSF REF CONV. VALLEYANOBRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY FP[ (TRUSS w• PLATE INSTITUTE, 5B3 D'ONUFRIO DR., SUITE 200, MADISON, WI. 53719) FOR SAFETY PRACTICES C PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAV IV Tyr 20 15 7 PSF DATE 06 25 99 PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHE V T CEILING. IN' IMPORTANT-- FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. to 10 lO PSF DRWG VALCONVF0699ALPINEENGINEEREDPRODUCTS, INC SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TP1; OR FABRICATING. HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABL 0 0 0 PSF -ENG MLH KAR PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND yy"". PAPER ASSOCIATION) AND FPI. ALPINE CONNECTORS ARE MADE OF 20GA ASFM A653 GRAD GALV. ST :Z',T./ D. 60 ' 55 57 PSF E%CEP7 AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATE • T _ • THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATE •i•• AC. 1.25/1.33 1.15 1.15 ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT .•• DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING ACING SEE ABOVEICTHERFCPrINCIPnITYnrTHERIHIRINF. nrvrnNFR PFR ANf I/TPI 1-IGGS V—r— J _ 7 r IUATUAL.K TOP CHORD 2x4 SP SP #2N 80T CHORD 2x4 SP #3 OR #2N WEBS 2x4 SP #3 E (4) 0.131'X1.375- SCOTCH NAILS OR EOUAL IN EACH MEMBER. TRULOX PLATE TO BE APPLIED TO EACH FACE AT 2'0' O.C. MAXIMUM SPACING, REFER TO DRAWING 142 FOR TRULOX INFORMATION. PLATES ON THE FRONT FACE OF TRUSS MAY BE OFFSET FROM THE PLATES ON THE BACK FACE AS LONG AS PLATES ARE SPACED 4'0' OC. MAX. NOTE: PIGGYBACK VERTICALS TO BE SPACED AT 4'0' O.C. MAXIMUM. MAXIMUM SIZE OF 2X12, #2 HEM -FIR OR BETTER. E 4X6 ALPINE, 3X6 TRULOX AT 2'0' OC. MAX. PIGGYBACY BOTTOM CHORD MAY BE OMITTED. ATTACH VERTICAL WEBS TO TRUSS TOP CHORD WITH W1.5X3 ALPINE. 3X8 TRULOX PLATE OR ALPINE PIGGYBACK SPECIAL PLATE (SEE DRWG. 847.847) A 4 E EA A IL A EEE rnlzo uMu rncrANcu rnun wnruicn inrui IwnUJ 0 VA11 n 1—J1 ., „- u, ,•. TRUSSES BUILT PER THIS DETAIL DESIGNED TO BE USED FOR THE FOLLOWING: 140 MPH WINO, 30.0 FT MEAN MGT, ASCE 7-98, PART. ENC.BLOG, CAT II, EXP C. NOTE: THIS DETAIL MAY ALSO BE USED FOR A MONO OR HIP -MONO PIGGYBACK USING A TYPE-C PLATE AT THE HIGH END. AND ENO VERTICAL WHICH IS GREATER THAN 6-0-0 IN LENGTH AND EXPOSED TO WIND MUST BE VERIFIED BY ALPINE ENGINEERED PRODUCTS. NOTE: TOP AND BOTTOM CHORD SPLICES MUST BE STAGGERED 50 THAT ONE SPLICE IS NOT DIRECTLY OVER ANOTHER. 2X4 CONTINUOUS LATERAL BRACING AT 24' OC. MAX SPACING. ATTACH TO TOP SIDE OF SUPPORTED TRUSS TOP CHORD WITH 2.160 NAILS IN EACH TRUSS. OR 1X4 CONTINUOUS LATERAL BRACING AT 24' OC. MAX. SPACING. ATTACH TO BOTTOM SIDE OF SUPPORTED TRUSS TOP CHORD WITH 2.160 NAILS IN EACH TRUSS. BOTTOM CHORD OF PIGGYBACK SHOULD REST DIRECTLY ON THE TOP CHORD OF THE SUPPORTED TRUSS. NOTE: BRACING MATERIAL IS TO BE ATTACHED TO A SUITABLE SUPPORT AT EACH END, AND MUST BE #3 HEM -FIR OR BETTER. JOINT TYPE A E E B C D E E B SPANS UP TO WEB BRACING 30'0' 34'0' 38'0' 42'0' UP TO 7'9' NO BRACING W2X4 W2X5 W3X4 W3X5 7'9' TO 12'3'-1X4 'T' BRACE, SAME GRADE WSX4 W5XS W5X5 W5X5 AND LENGTH AS WEB, ATTACH WITH 80 W1X3 W1X3 141.50 W1.5X3 NAILS AT 6' OC. W5X4 WSX4 W5X5 W5X5 12'3' TO 14'0'•2X4 'T- BRACE, SAME GRADE AND LENGTH AS WEB, ATTACH WITH 160 NAILS AT 4' OC.' A A E 12 2-0-0 (TYP) 'I B 12 MAX A ALTERNATE LOADING: j ( C) TYP (D) SPLICE A TCLL 20 30 PSF A TCDL 20 OR 15 PSF6 — ' iIwBCDL1010PSF A TOTL 50 55 PSF 1.25 1.33 i 42-0-.0 MAXIMUM PIGGYBACK SPAN PLT TYP. High Stren th,Wave TPI-95 Design Criteria: TPI STO OTY:O HI 1 WARNING-- TRUSSES REOUIRE EXTREME CARE IN FABRICATION. HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO MIB•91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE 1Y11111I1111///// T C L L 3 0.0 P S F R E F INSiI TU TE, SB3 O'ONOf 0.10 OR., SUITE 20(1, MAOI SON, WI 53719), FOR SAFETY PRACTICES PRIOR TO .`.ERP , TC DL 7.0 PSF DATE 11 05 01PERFORMINGTHESEFUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED s STRUCTURAL PANELS. BOTTOM CHORD SMALL HAVE A PROPERLY ATTACHED RIGID CEILING. _` . •Ir'Cgl tit 'i - IMPORTANT•' FURNISH A COP OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED r { tY'. B C D L 1 0, 0 P S F D R W 41312407 PRODUCTS, INC. SNA/L NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS OESIGN: ANY FAILURE TO % BUILD THE TRUSSES IN CONFORMANCE WIIN TPI: OR FABRICATING, HANDLING. SNIPPING, INSTALLING ANO 228'39 ' 11 BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN ' = B C L L 0. 0 P S F H C- E N G / U W CALPINESPECIFICATIONPUBLISHEDBYTHEAMEelCANFORESTANOPAPERASSOCIATION) AND TPI. ALPINE •. STATE OF CONNECTORS ARE MAOE OF 20GA ASTM A663 GR60 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO '. TOT . L D . 47.0 P S F S E O N - 24938 EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER %(Y• F(QRI P • • --- DRAWINGS 160 A•2. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING " •' ` 0 U R . F A C . 1.33 AlpiniFEngsnCaEngineeredproducts. iInc. COMPONENTIFORYANYSOLELY PARTICULARTHE BUILDING15 TNECOMPONENT RESPONSIBILITY OF THE BUILDINGSUITABILITY DESIGNER. PER THIS rIJ '/ FREDEN `, ANSI/TPI 1. 1995 SECTION 2. V 21 U! SPACING 24.0' AArl Y THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N ROT CHORD 2x4 SP #2 N HOTC: LU14BER TO BE SP #3 FOR 1'0' THROUGH 3'0' JACKS. DEFLECTION MEETS L/240 LIVE AND L/180 TOTAL LOAD. 3)160 COMMON OR (3)0.128'x3" GUN NAILS,TOENAILED. 2)160 COMMON OR (2)0.128'x3" GUN NAILS,TOENAILED. L,-2-0-0TRUSS SPAN — SEE TABLE) R- RI U-Ul W-3.5' SEE TABLE) ASCE 7-98, 30.00 FT MEAN HGT, LOCATED ANYWHERE IN ROOF, CAT ll, WIND TCDL-5.0 PSF, WIND BCOL-5.0 PSF.(SEE TABLE) JACKS UP TO AND INCLUDING 4'0" MAY BE CANTILVEREO 8'. MAX MAX BLDG LOADING REACTIONS SPAN MPH EXP R1/U1 810' 120 2 a,b 594/280 7' 6" 130 1,3 b,c 632/550 7' 0' 140 1,3 b,e 607/640 1- CLOSEO BUILDING, EXP C 2- CLOSED BUILDING, EXP B 3- PARTIALLY ENCLOSED BUILDING, EXP B TOLL/ TCOL/IIC01_/TOT/OF a- 20/15/10/45/1.25 b- 20/20/10/50/1.25 c- 30/15/10/55/1.33 PLT TYP. Wave TPI-95 Design Criteria: TPI STD 19.52a QTY:1 FII 1 - - Scale —.375" Ft. YARNING— TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING, SNIPPING, INSTALLING AND Lj11LILflTffil" T C L L P $ F R E F IN NS(1TU TE .aRACING. N(5B7 0 ONOF0.10 FIR00. HANSUIING IE200?AMAD I SOMLLING NOY 1., 111191,PUF If SHIO SAFEeT PRACIICESy IPIUP0.10RPLATE 10 %,``. Ir R P /,/f'./i - FISFORMING THESE FUNCTIONS. UNLESS OTX(0.Y1 SE IND ICA I(0, TOP CNORO SHALL NAY( PROPERLY ATTACHED ;3P, •t lklc•-Y2 T C D L ABOVE PSF • D A f E 1 2 / 0 3 / 0 1 ST:UCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT•• .FURNISH A COPY OF INIS DESIGN TO IN( INSTALLATION CONTRACTOR. ALPINE ENGINEERED B C D L TABLE PSF 0 R W 01339110 PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE 10 . 228.'i.9 BUILO IME TRUSSES IN CONFORMANC[ NIIN TPI; OR FABRICATING, HANDLING, SNIPPING, INSTALLING AND 2 1 ! ALPINE BRACING OF TRUSSE5. INIS OE SIGN CONFORMS NIIN APPtiCABIE P0.0YISIONS OF NOS INATIONAL DESIGN "• STATE OF B C L L P S F IIC E N G / U WC SPECIFICAIION PUBLISHEO BY INE AMERICAN FOREST AND PAPER ASSOCIATION( AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASIM A657 GRAD GAILY. STEEL. EXCEPT AS NOIEO, APPLY CONNECTORS 10 '9•, ,.cOg1 P• •(V`: TOT. LO. PSF SEQN - 10579 EACH FACE OF TRUSS. AND UNLESS OINERNISE LOCATED ON TIIIS DESIGN, POSITION CONNECTORS ER 4 C ••,,• •", ` 1. THESEALONTHISRAWINGINDICATES01ANAlpinengincerl•• Products, I10 COMPOMEMBIFORYANYLPARIICUTAREBVIl01NOO/SOIUEIDESIGN SHOWN. RESPONSIBILl1YE0FAfl1L BU{101MG10ESIGNCRTYAND SEOF PfRNCE OF PROFESSIONAL E11[S RING'b. FREDI` OUR. F AC . FROM M D C City,1.1,EY z t i1N SPAC I NG 24 O. C, FI,CulilicutcofADUMRinitiunN567 ANSI/IPI 1.1995 SECTION E. i U Ju nlrun nF Till' IlUr DRfvARFn FROM COMPUTER INPUT (LOADS R DIMENSIONS) SUBMITTED BY TRUSS MFR. I TOP CIIORII 2x4 SO #2 N BOT CHORD 2x4 SP #2 N WEBS 2x4 SP.#3 DEFLECTION MEETS L/240 LIVE AND L/180 TOTAL LOAD. PROVIDE ( 3 ) 16d COMMON NAILS, TOENAILED. IIIPJACK SUPPORTS 7-0-0 SETBACK JACKS WITH NO WEBS, ASCE 7-98, 30.00 FT MEAN IIGT, LOCATED ANYWHERE IN ROOF, CAT II', WIND TCDL-5.0 PSF, WIND BCOL-5.0 PSF.(SEE TABLE) MAX BLDG UPLIFT Milli EXP Ul 130 1 457 130 2 493 140 1 555 140 2 592 I -CLOSED BUILDING, EXP C 2-PARTIALLY ENCLOSED BUILDING, EXP B Rmax-393#@1.33, 369#@1.25 Umax-472# Rmax-393#@1.33, 369#@1.25 Umax=472# ALTERNATE LOADING: TCLL 20.0 PSF L---9-10-1 Over 3 Supports TCDL 10.0 PSF 2-9-15- IP BCDL 10.0 PSF BCLL 0.0 PSF R-746 U-UI W-4.94' SEE TABLE ABOVE) TOTAL DUR.FAC. PSF 1.25 PLI' TYP. Wave TPI-95 0esi n Criteria: TPI STO 19.5c QTY:O lit 1 R Scale-.3125" FL. YARNING•' TRUSSES REOUIRE [YIREM( CARE IN FABRICATION, HANDLING, SNIPPING. INSTALLING AND T C ILL 3 0.0 P S F It E F BRACING. R(F (R 10 Nltl•9l (IIANDI ING IYSIAll IM6 ANO BRACING), PUBLISHED BY TPI (f0.U55 PLATE `L I EFi P,F A i I NSIIIU IE, S87 O'ONOf 410 DR., SUITE 100. MA O ISON, YI 6]71CH FOR SAFETY PRACTICES FRI00. 10 ` .J I 1; TC OL 15.0 PSF DATE 12/12/01PCRFONMINGIIIESEFUNCTIONS. UNl[SS OTHERWISE IMO ICAIEO. TOP CN040 SIIAII ILA YE PROPERLY AIIACM(0 ` A S IRUCIU0.Al PAMCI S. BOTTOM fR..O SNAIL All A IN0PE0.lY AIIAC NCO RIGID CE IICEILING. IPIPOHit rAII r'• FURNISH A COPY OF THIS O(SIGN 10 INE INSTALLATION CONIRAC104. ALPINE ENGINEER10 r` : BC OL 10.0 PSF DRW 01346151 FROOUCI S. INC. SNAIL NO B[ RESPON SIB1F FOR AMY OEYIAT ON FROM INIS DESIGN; ANY FAILURE 10 . 22839BUILD111[ IRUSSES IN CONFORMANCE WITH IPI; 04 FABRICATING. HANDLING, SNIPPING. INSTALLING AND = B C L L 0.0 P S F N C- E N G / J W C ALPINE BRACING OF 14USS(5. INIS DESIGN C0YF00.N5 WITH APPLICABI[ IROYISIUNS OF N0$ (NATIONAL DESIGN STATE OF SPEC IF ICAIION FUBI ISHED BY INE AMER ICAN To EST ANO PAPER ASSOCIATION) ANO IP 1. ALPINEcz, .. P . i TOT. L 0 . 55.0 P S F S EQ N - 26402CONN[C TORS ARE MADE OF TOGA ASIM A657 GR O GAIN. SI(f L. EYC[PI AS MOIEO. APPLY CONN(C TORS 10 ' C/ • OpjO •' EACH FACE OF IRU55. AND UNLESS OTHERWISE LOCATED ON IIIIS O[SIGN, POSl110Y CONN(CIORS PER i DRAWINGS 160 A-1. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFf5510NA1 ENGINE ERING/"/( ,G' W` OUR. F AC . 1.33 Alpine)L'ngineced Products, Inc. 0.E5PON51BILIIY SOLELY FOR INE TRUSS COMPONENI DESIGN SHOWN. THE SUITABILITY AND USE OF THIS Ma r 21;' R` I nines City,FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS III( RLSPONSIOIIIIY OF TILE BUILDING DESIGNER. P(R I-'I.CeI(ificaLco(AuUwlizo6on#367 I ANSI/IPI 1-1996 SECTION 1. SCAB 2X6 OVERHANG DETAIL TOTAL TOP CHORD LOAD (DEAD PLUS LIVE) 37PSF AT 1.15 DF 40PSF AT 1.15 DF 30PSF AT 1.25 DF 45PSF AT 1.33 DF SOFFIT LOAD & NAILS (*) SOFFIT LOAD & NAILS (*) SOFFIT LOAD & NAILS (*) SOFFIT LOAD & NAILS (*) LUMBER 2 PSF « 10 PSF = 2 PSF * 10 PSF * 2 PSF s 10 PSF = 2 PSF 10 PSF = SP #2 5-02-00 4 4-08-08 4 4-11-12 4 4-06-12 4 5-11-06 4 5-01-14 4 5-00-12 4 4-08-03 4 HF #2 4-10-05 5 4-05-02 5 4-06-03 5 4-03-08 5 5-06-11 4 4-08-16 4 4-09-02 5 4-04-13 5 DF #2 4-11-02 4 4-05-14 4 4-09-00 4 4-04-04 5 5-08-01 4 4-10-02 4 4-09-15 4 4-05-09 5 SPF #1/#2 4-11-02 5 4-05-14 5 4-09-00 5 4-04-04 5 5-08-01 4 4-10-02 4 4-09-15 5 4-05-09 5 12 2 TO 12 2L MINIMUM 2X6 SCAB, SAME GRADE AND SPECIES AS TOP CHORD DESIGNATED ON ENGINEER'S SEALED DESIGN AND TWO TIMES THE OVERHANG LENGTH. ATTACH 3) NAILS WITH A MINIMUM OVERHANG SCAB TO ONE FACE OF TOP CHORD WITH MINIMUM 0.131" DIA. X 0.131" DIA. AND 3" LENGTH. 3.0" LENGTH NAILS (I.E. 10d OR 16d COMMON, SINKER, GUN, OR 16d BOX NAILS) AT 8" O.C. PLUS CLUSTERS WHERE SHOWN IN FIGURE AT RIGHT. L _I HI S DRAWING REPLACES DRAWING 110 VARNING-+ TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING. SHIPPING, INSTALLING AND BRACING. REFER f0 HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPl (TRUSS PLATE INSTITUTE. 583 D'ONOFRIO OR., SUITE 200, MADISON, WI. 53719) FOR SAFETY PRACTICESPRIOR T'. 1 REF 2X6 SCAB O.H. DATE 06/25/99CHORD /LL HAVE• ` PERFORMINGSTRUCTURALTHESE CPANELS v " PROPERLOY ATAHED ANDESSBOTTDOMECHOISERD SHALLAHAVE'A PROPERLY ATTACHED CEILING. • IMPORTANT— FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. RI DR w G 0 H SC B2X60 69 9 ALPINEENGINEEREDPRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, w * HANDLING. SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND 0. PAPERASSOCIATION) AND fPt. ALPINE CONNECTORS ARE MADE OF 20GA ASfM A653 GR40 GALV. STEEL :1 ENG M LH KA R EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED O THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THERESPONSIBILITY S GNER PER- 95 SECTION SPONSILITYFTHEBUILDINGDESIGNER,ANS "'PI AC[NG 2 4 " IZ SCAB 2X4 OVERHANG DETAIL TOTAL TOP CHORD LOAD (DEAD PLUS LIVE) 37PSF AT 1.15 DF 40PSF AT 1.15 DF 30PSF AT 1.25 DF 45PSF AT 1.33 DF SOFFIT LOAD & NAILS (*) SOFFIT LOAD & NAILS (*) SOFFIT LOAD & NAILS (*) SOFFIT LOAD & NAILS (*) LUMBER 2 PSF s 10 PSF s 2 PSF s 10 PSF s 2 PSF s 10 PSF s 2 PSF s 10 PSF s SP #2 3-07-04 3 3-03-04 3 3-05-11 3 3-01-09 3 3-06-13 2 3-01-09 2 3-03-04 3 2-11-04 3 HF #2 3-03-14 3 2-10-13 3 3-01-11 3 2-09-06 4 3-01-11 3 2-09-06 3 2-10-13 3 2-07-06 3 DF #2 3-04-07 3 2-11-09 3 3-02-09 3 2-10-01 3 3-02-09 2 2-10-01 2 2-11-09 3 2-08-01 3 SPF #1/#2 3-04-07 3 2-11-09 4 3-02-09 4 2-10-01 4 3-02-09 3 2-10-01 3 2-11-09 3 2-08-01 3 12 2 TO 12 2L MINIMUM 2X4 SCAB, SAME GRADE AND SPECIES AS TOP CHORD DESIGNATED ON ENGINEER'S SEALED DESIGN AND TWO TIMES THE OVERHANG LENGTH. ATTACH OVERHANG SCAB TO ONE FACE OF TOP CHORD WITH MINIMUM 0.131" DIA. x 3.0" * UM 0.131" D[A. AND 3" LENGTH. 0.1 N" D WITH A " LENGTH. LENGTH NAILS (I.E. 10d OR 16d COMMON, SINKER, GUN, OR 16d BOX NAILS) AT 8" O.C. PLUS CLUSTERS WHERE SHOWN IN FIGURE AT RIGHT. L ON & THIS DRAWING REPLACES DRAWING 110 VARNING-+ TRUSSES REQUIRE EXTREME CARE [N FABRICATING, HANDLING, SHIPPING. INSTALLING ANO BRACING REFER TO HIS-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 563 D'ONOFRIO OR., SUITE 200, MADISON, WI. 53719) FOR SAFETY PRACTICES c ^ . f'4d • :O REF 2X4 SCAB O.H. DATE 06 2 5/99PRIORTOPERFORMINGTHESEFUNCTIONSUNLESSOTHERWISEINDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED PANELS ANDSTRUCTURAL BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED IMPORTANTrY FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. CEALPINE ALPINE ENGINEERED PRODUCT$, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, I V DRWG 0HSCB2X40699 ENG A4 LH/ KARHANDLING. SHIPPING. INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GRAD GALV. STE OFEXCEPTASNOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND. UNLESS OTHERWISE LOCATED b6 ,t R11' GGCCC i THIS DESIGN. POSITION CONNECTORS PER DRAWINGS 160 A-Z, THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT •• DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANT PARTICULAR BUILDING IS THE R.SP SI ILITY OF THE BUI NG IT Sf N R PER AN /TP - 9 T N VT1,-•' ACING 24 " REVISIONS PERMIT # Ocq- 76 DATE ADDRESS3s a r 0/2 L/a, Na v CONTRACTOR PH # y07 r 3a r 55 7FAX # DESCPRITION OF REVISION: /N 711 vSS vLD V w, S I-lAi C_a 2 -l''VZ ri(_ y c cYZ UTILITIES FIRE BLDG t DEVLEN ENGINEERING, Inc. Structural Engineering Project Management November 19, 2002 Project No. 2002-087 (TFBOC, Inc.) Cuhaci & Peterson, Ltd 1220 Alden Road Orlando, FL 32801 Attention: Mr. Jerry Fisher, Project Architect Subject: Walgreens at Sanford Dear Mr. Fisher: 1023 Greenwood Blvd., Suite 300 Lake Mary, FL 32746 Phone: (407) 708-1888 Fax: (407) 708-1889 email: rdevlen_pe@earthlink.net This letter confirms our telephone conversation yesterday with Glenn (site superintendent, Malcomson Construction), Jerry Fisher (Cuhaci & Peterson) and Ron Devlen (Devlen Engineering) regarding the subject structure. The following structural issues were addressed: 1. Substitute Simpson BETA20 for the Simpson MGT for tower girder trusses and hip girders shown on drawing S-6. 2. A 2x4 nailer will be used as blocking between at the top of trusses for Detail 12/S-5. The Simpson A34 can remain at 90 degrees (no bending required. The A34 will be nailed to the top of wood trusses and to the 2x4 nailer. 3. Detail 12/S-5 should indicate double 2x6 ledger for the wood trusses. If you have any questions, please do not hesitate to call. Sincerely, A'w- b OU-k Ronald D. Devlen, P.E. President a. As a`lS7SL h' DEATRICK ENGINEERING ASSOCYATES, INC. FIELD DENSITY REPORT Project: Walgreens - PO 2002-11 Date: 03/12/03 Address: 1792 & Lake Mary Boulvard Project No.: 02-372 Client: Malcolmson Construction Permit No.: Contractor: Malcolmson Construction Technician: P. Oliver Proctor No.: 2532 Max. Dry Density (PCF): 114.1 Opt. Moisture (%): 14.4 Soil Description: Limerock GENERAL LOCATION: Car park area & access road TEST TEST LOCATION Elev. Moist. Dry Dens. PCF Compact. Required Status 45 50' North x 70' West from Northeast corner of building 0-6" 11.7 115.4 101.1 98 41 35' East x 50' South from Northeast corner of building 0-8" 13.8 115.7 101.4 98 42 30' South x 100' East from Southwest corner of building 0-8" 11.7 1 114.9 100.7 98 43A 50' North x 200' West from Northeast corner of building 0-8" 17.0 110.7 97.0 98 F 44 50' North x 400' West from Northeast corner of building 0-8" 13.6 115.0 100.8 98 0 = grade Respectfully Submitted: cc: F. Barreiro, Malcolmson Construction (original) Jame's<R. D. Florian, City of Sanford (original) Bandlow, P.E. Florida Registration No.: 52576 mal 9425 Tradeport Drive 9 Orlando, Florida 32827 9 Ph: (407) 851-9776 9 Fax: (407) 851-6115 DEAMUCK ENGWEERING ASSACJATIM. INC. FIELD DENSITY REPORT Project: Walgreens - PO 2002-11 Date: 03/18/03 Address: 1792 & Lake Mary Boulvard Project No.: 02-372 Client: Malcolmson Construction Permit No.: Contractor: Malcolmson Construction Technician: S. Dobbins Proctor No.: 2532 Max. Dry Density (PCF): 114.1 Opt. Moisture (%): 14.4 Soil Description: Limerock GENERAL LOCATION: Parking lot: Accesses Rd: -8" TEST LOCATION Respectfully Submitted: cc: F. Barreiro, Malcolmson Construction (original) Jar efs D. Florian, City of Sanford (original) R. Bandlow, P.E. Florida Registration No.: 52576 Mal 9425 Tradeport Drive • Orlando, Florida 32827 • Ph: (407) 851-9776 • Fax: (407) 851-6115 Elr DEATRICK ENGINEERING ASSOCIATES. INC. FIELD DENSITY REPORT Project: Walgreens - PO 2002-11 Date: 03/18/03 Address: 1792 & Lake Mary Boulvard Project No.: 02-372 Client: Malcolmson Construction Permit No.: Contractor: Malcolmson Construction Technician: S. Dobbins Proctor No.: 2244 Max. Dry Density (PCF): 110.8 Opt. Moisture (%): 10.3 Soil Description: Brown slightly silty sand with limerock, traces of clay GENERAL LOCATION: Roadway: entrance road: subbase TEST LOCATION DOT right of way 17-92, North side (RETEST) 0 subbase Respectfully Submitted: cc: F. Barreiro, Malcolmson Construction (original) w D. Florian, City of Sanford (original) James R. Bandlow, P.E. Florida Registration No.: 52576 mal 9425 Tradeport Drive 9 Orlando, Florida 32827 • Ph: (407) 851-9776 • Fax: (407) 851-6115 E A DFA EP4ASSOGAMNG TES, Q,p NQ COMPRESSIVE STRENGTH TEST REPORT 3'/:" x 3'/2" PRISMS Project: Walgreen's - P02002-11 Project No.: 02_372 Date Cast: 11/21/02 Address: Lab No.: PR1733 Set No.: 1 of 1 Client: Malcolmson Construction Permit No.: 02-2276 Contractor: Malcolmson Construction Technician: S. Dobbins Supplier: RMC Ewell, Inc. / 332 Mix Design No.: 93208 Spec Strength (psi): 3000 Location of Pour: Walls: entire exterior: 3' - 10' Spec. Slump (in): 8 - 11 FIELD DATA Truck #: 6469 Air Temp: 75° Concrete Temp: 810 Ticket #: 33201969 Ticket psi: 3000 Air (%): Batch Time: 9:25 a.m. Sample Time: 10:40 a.m. Water Add (Gal): 10 Slump (in.): 8'/z Load Size: 10 / 10 / 22 Rain: N Windy: N Remarks: LABORATORY DATA NOMINAL SPECIMEN SIZE: 3'/:" x 3%z" TEST DATE TESTED AGE DAYS) APPLIED LOAD MEASURED AREA (in') STRENGTH 28 DAY AVE. psi) (psi) FRACTURE TYPE 1 11/28/02 7 42090 12.54 3360 A 2 12/19/02 28 DAMAGED 3 12/19/02 28 53510 12.62 4240 4240 D 4 HOLD H Fracture Types: A - Cone B - Cone der Jplit C - Cone ddr Jhear V - J"hear L — t.olumnar Respectfully Submitted, cc: James R. Bandlow, PE. Florida Registration No.: 52576 mal Frank Barreiro, Malcolmson Construction (original) Dan Florian, City of Sanford (original) 9425 Tradeport Drive, Orlando, Florida 32827 - Ph: (407) 851-9776 - Fx: (407) 851-6115 DEATRICK ENGINEERING EX ASSOCIATES, INC. FIELD DENSITY REPORT Project: Walgreens - PO 2002-11 Date: 03/12/03 Address: 1792 & Lake Mary Boulvard Project No.: 02-372 Client: Malcolmson Construction Permit No.: Contractor: Malcolmson Construction Technician: P. Oliver Proctor No.: 2532 Max. Dry Density (PCF): 114.1 Opt. Moisture (%): 14.4 Soil Description: Limerock GENERAL LOCATION: Car park area & access road TEST TEST LOCATION Elev. Moist. Dry Dens. PCF Compact. Required Status 45 50' North x 70' West from Northeast corner of building 0-6" 11.7 115.4 101.1 98 46 35' East x 50' South from Northeast corner of building 0-8" 13.8 115.7 101.4 98 47 30' South x 100' East from Southwest corner of building 0-8" 11.7 114.9 100.7 98 48A 50' North x 200' West from Northeast corner of building 0-8" 17.0 110.7 97.0 98 F 49 50' North x 400' West from Northeast corner of building 0-8" 13.6 115.0 100.8 98 p 0 = grade Respectfully Submitted: cc: F. Barreiro, Malcolmson Construction (original) D 1 D. Florian, City of Sanford (original) James R. Bandlow, P.E. Florida Registration No.: 52576 mal 9425 Tradeport Drive 9 Orlando, Florida 32827 9 Ph: (407) 851-9776 9 Fax: (407) 851-6115 Wala rccri9 ecot ion JMea+ng 6, W-,O- - Pre -Construction Agenda 0101_ Date Zc-?V 2— Permit # Job Name Job Address I. Mobilization qO -7 - -{D z —3 Y Sl 5,;; A. Job Office Trailer B. Site Access - All Weather Stabilized Roadway C. Security II. Site A. Fire Safety B. Building Access - Emergency Vehicle; etc. C. Material Storage D. Trash Receptacles E. Toilet Facilities F. Temporary Power/Water G. Environmental Protection III. Structures A. Building Identification B. Horizontal Access- C. Vertical Access D. Safety _ E. Trash, Litter, Debris Control F. Changes and Revisions to Approved Plans .i IV. Inspections A. Utilities - Utility Department B. Site - Engineering Department C. Structure - Building Division I . Required Inspection(s) 2. Prepower 3. Building Occupancies 4. Permit Locations and Inspections Log 5. Inspection Request Procedure 6. City Staff Contacts I REQUEST FOR PREPOWER INSPECTION i Before a prepower inspection, there is a $60.00 fee required (per building if multi -family) and a notarized letter from the owner stating they wiV not occupy the structure prior to the final certificate of occupancy is released. Sample of Letter: City of Sanford Dan Florian, Building Official P. O. Box 1788 Sanford, FL 32772-1788 RE: Prepower Inspection Request for (Specific Address Location) NOTE: If for Multi -family, each building will require a letter) To Whom It May Concern: This letter is written to request a prepower inspection for the address referenced above. Please be advised that such building will not be occupied until the Certificate of Occupancy has been released. Sincerely, Owner's Name Needs to be Notarized) BUILDING DIVISION OF COMMUNITY & ECONOMIC DEVELOPMENT DEPARTMENT CERTIFICATE OF OCCUPANCY A CA: C.O.) A. Final inspection is requested by the contractor 1. A "Certificate of Occupancy Request for Final Inspection' form is completed and distributed to the following departments: fire, engineering, zoning, public works, and utilities. a. Each department checks for compliance. 1. If a department denies the C.O., department notifies contractor of reason and C.O. is placed on hold until compliance is met. 2. If department approves the C.O. with a conditional agreement, that department will be responsible to monitor completion of requirements. 3. If department approves the C.O., they sign off on the C.O. b. The contractor is advised if additional documents are needed to be submitted prior to the issuance of the Certificate of Occupancy. 1. If additional documents are required, C.O. is placed on hold until documents are received. 2. If additional documents are not needed, C.O. will be printed upon approval of final inspection by the inspector. C. An inspection slip is given to the building inspector.for a final inspection. 1. If building inspector rejects the final inspection, rejection notice is left on job site listing problems. Rejection fee is required to be paid prior to re -inspection of the final. 2. If building inspector approves the final inspection, approvals are entered into the computer system and the C.O. is printed. B. All departments sign off on C.O. The Power Company is called to release final power. C. The C.O. is issued to contractor. BUILDING DIVISION OF COMMUNITY & ECONOMIC DEVELOPMENT CERTIFICATE OF OCCUPANCY REQUEST FINAL INSPECTION REQUESTED BY CONTRACTOR CERTIFICATE OF CONTRACTOR IS INSPECTION OCCUPANCY REQUEST REIDNDED OF SCHEDULED FOR FOR FINAL ANY DOCUMENTS BUILDING INSPECTION" REQUIRED PRIOR INSPECTOR FORMS ARE TO ISSUANCE OF COMPLETED AND CERTIFICATE OF FORWARDED TO: OCCUPANCY FIRE DEPT. FINAL ENGINEERING BUILDINO NG PUBLIC WORKS CONTRACTOR INSPECTION ONqFAILSUTILITESSUBMITSIS REQUIRED APPROVED ZONING DOCUMENTS REJECTION FEES ARE Pam' INDIVIDUAL FINAL DEPTS. NOTIFY STOP INSPECTION 1S CONTRACTOROF C.O. HELD RESCHEDULED ANY REASON UNTIL EACH WHY C.O. MAY BE DEPT. DENIED APPROVES FINAL C.O. IS BUILDING PRINTED INSPECTION DEPTS. IS CONDITIONALLY APPROVED APPROVE C.O. REQUEST. CONDITIONS TO BE MONITORED BY INDIVIDUAL DEPARTMENT FOR C.O. IS RELEASED. C.O. COMPLETION OF POWER COMPANY IS REQUIREMENTS IS NOTIFIED TO ISSUED GIVE FINAL POWER DEPTS. APPROVE C.O. BUILDING DIVISION OF COMMUNITY & ECONOMIC DEVELOPMENT DEPARTMENT INSPECTION PROCEDURES After a permit is issued, there are inspections that are required to be performed. The I--- owner/contractor must call the inspection phone line 330-5659 prior to 4:00 P.M. in order to request an inspection for the following business day. The general contractor is required to call all sub -contractors inspections in. All rough -in inspections are to be performed at time of framing inspection. All finals are to be performed at same time at completion. The information that is needed to request an inspection is: Permit number 2. Owner/Contractor name 3. Owner/Contractor phone number 4. Address of requested inspection 5. Type of requested inspection 6. Date requested inspection needed BUILDING DIVISION OF COMMUNITY & ECONOMIC DEVELOPMENT INSPECTION REQUEST PROCESS BUILDING PERMIT IS ISSUED CERTAIN PHASE OF CONSTRUCTION IS COMPLETED AND NEEDS TO BE INSPECTED INSPECTOR RECEIVES ALL INSPECTIONS THAT ARE SCHEDULED. INSPECTOR SORTS THEM ACCORDING TO HIS/HER INSPECTION ROUTE INSPECTOR PERFORMS INSPECTION(S) ON INSPECTION SLIP. INSPECTOR NOTES APPROVAL OR REJECTION ON THE PERMIT INSPECTION CARD THAT IS POSTED ON JOB SITE. ALSO NOTES IT ON INSPECTION SLIP. OWNERIGENERAL CONTRACTOR CALLS 330-5659 PRIOR TO 4:00 P.M.. TO REQUEST AN INSPECTION FOR THE FOLLOWING BUSINESS DAY. INFORMATION NEEDED IS: PERMIT NUMBER, NAME, PHONE NUMBER, ADDRESS OF INSPECTION, TYPE OF INSPECTION, AND DATE INSPECTION NEEDED SECRETARY RETRIEVES REQUEST FROM INSPECTION LINE. AN INSPECTION SLIP IS COMPLETED FOR EACH INSPECTION ADDRESS INSPECTOR RETURNS THE INSPECTION SLIPS TO THE SECRETARY. THE SECRETARY ENTERS THE INSPECTION RESULTS INTO THE COMPUTER. IF INSPECTION WAS REJECTED, A $15.00 REINSPECTION FEE IS DUE PRIOR TO ANY MORE INSPECTIONS ON JOB SITE. FIRE DEPARTMENT /LIFE SAFETY REQUIREMENTS PLANNING AND DEVELOPMENT The following are general requirements to meet Fire Department / Life Safety requirements for construction and development. Each particular project may require additional requirements, which are. reviewed on a case by case basis. Project Name: XXX Address: XXX Type Occupancy / Project: XXX HYDRANTS Residential areas / 1 & 2 family structure: every 800 feet within 400 feet of buildings shall supply minimum of 600 gpm at 20 psi residual Multifamily area / Apartments: every 500 feet within 250 feet of buildings shall supply minimum of 1250 gpm at 20 psi residual Commercial areas: every 500 feet within.250.feet of principal building shall supply minimum of 1250 gpm at 20 psi residual Additional: During construction, water supply must be available on site before construction. During construction, access must be provided with an all- weather roadway surface capable of supporting fire apparatus necessary to respond. Whenever possible, two means of access should be provided. J Access roads shall be a minimum of 20' in width. Minimum overhead clearance must be 13' 6") / Dead end access roads longer than 300' shall be provided with approved provisions for turning FD apparatus around With minimum of a 90' diameter. J Turning radius must be minimum of 40' outside turning radius, plus no overhang obstructions for an additional 5' for aerial apparatus AUTOMATIC FIRE SPRINKLER REQUIRED Commercial (Type construction based on SBCCI Tables) Type I Construction—12,000 square feet or more / more than 2 stories and 10,000 square feet, more than 3 stories regardless of square feet Type II - Type VI Construction — 8,000 square feet or more / more than 1 story and 5,000 square feet / more than 3 stories regardless of square feet Type I Construction — more than 4 stories in height Type II — Type IV Construction — more than 3 stories in height Type V — Type VI Construction — more than 2 stories in height Type I — Type VI Construction — 6,000 square feet or more ( restaurants, bowling alleys, etc.) FIRE DEPARTMENT / LIFE SAFETY REQUIREMENTS 2 PLANNING AND DEVELOPMENT Type II — Type VI Construction — Public assembly (theatres, stages, etc.) no minimum square footage, if located above first floor All buildings over. 75 feet in height, regardless of construction or square footage All buildings over 20,000 square feet, regardless of construction Group H (Hazardous), regardless of square footage SPRINKLERS (Additional) More than 12 but less than 50 heads, shop drawings may be used Sealed letter from Engineer of Record, stating design criteria for system to be submitted with construction plans. (50 heads or more) Underground Fireline — if contractor other than sprinkler contractor installs, separate permits, plans and inspections required. Class 5 license required. Point of service refers to 5' out from building, not from main water supply Monitoring required Underground and aboveground systems inspections require visual, hydrostatic, and flush tests. 24 to 48 hour notifications required for inspections FIRE ALARM SYSTEMS As per NFPA 72 Over $5000 for work requires engineer sealed plans EMERGENCY ACCESS FOR GATED COMMUNITIES Gates must be able to be activated by emergency personnel with manual back up in the event power failure. (SOS systems, Cards, Keypads, Knox Key, etc.) J Knox Box required for FD emergency access for all facilities having sprinkler systems, alarm systems, or any facility having restricted access. ADDITIONAL REQUIREMENTS Burn Permits required for on -site burning for land clearing purposes, subject to City of Sanford and Dept. of Forestry regulations. Permit cost $100.00 N PHONE CONTACT LIST NAME DEPARTMENT PHONE BUILDING Dan Florian Building Officia 407-330-5658 — Robert Bott Deputy Building Official 407-330-9417 Bill Oden 7 Ltt f;. Code Compliance Inspector 407-330-5643 Melissa Cameron Permit Technician 407-330-5656 Jo Ann Johnson Permit Technician 407-330-5660 Administrative Secretary 407-330=;5657 Inspection Request Line 407-330-5659 Fax Machine 407-330-5677 FIRE Mike McGibeny Fire Marshal (Code Questions) 407-302-1091 Mark James Fire Inspector (Plans Review) 407-302-1022 Tim Robles Fire Inspector (Fire Inspections) 407-302-2520 UTILITIES Paul Moore Utility Director 407-330-5640 Ed Woods Field Inspector 407-302-1025 John Chaniot Field Inspector 407-302-1025 illy Utilit . 407-330-5639 Public Works Jerry Herman Public Works Director 407-330-5680 Kris Strine Adm Secy-Driveway Inspections 407-330-5681 Tom George Project Coordinator 407-330-5680 Engineering Jay Marder Plananing & Development Manager 407-330-5670 Dave Richards Eng Asst (Site Work Inspections) 407-330-5652 Russell Gibson Land Development Manager 407-330-5669 Dave Sweet Graphics Draft(Driveway/Aitior Permits) 407-330-5675 3v7 — Tel Miscellaneous Sunshine Utilities Locate 800-432-4770 BellSouth Telephone 407-780-2800 Florida Power & Light Co. 800-226-3545 Florida Power Corporation 800-700-8744 Florida Pubic Utilities S , Pre -Construction MeetingPSign-In Sheet Date i A 7 /b L— Job Name ,n% / L. V Q L - / Job Address S Owner's Representative(s) Permit # 17A-Z C)AA.A_C YicI keL TVr>6. Building Contractor GUI Cc.w® (sosZ • Frep,,A,< C3A212( IrzU L. C v w I Dso2 - -t L c o ter+ s v v o , S Z. d"" — ! na(¢.olrnscsrl Co s.Co.Ac Electrical Contractor eyr Mechanical Contractor c: Plumbing Contractor ' Fire Safety Za CABS AtZP9 0 7- RZs- 7 Other ("ReeEt c lvILD City Staff R,ex Gv i l C263) SR-- 7-9SS oo G wtC-iLICP Lc lc. 07)3fli- 9yo(- Pre -Construction Meeting Sign -In Sheet Date OI A 7 /0 — Permit # Job Name WA, e--.iI. A vk,,,.Fxx - +'2 CAnh cI yE-S6, Job Address Owner' s Representative(s)!-'--- suzmne Building Contractor '- is J U/ Ij4Lc,L,,e,J Co"sZ • 'FKp,",< QR0l2c irz-u Gv ie_JD sot - rvr L C o C,r+ S o N runt (¢ 0 j rn - Electrical Contractor a (_2 l f / MechanicalContractorr l.p c P vti Plumbing Contractor Fire Safety Z cz ax O Vf-. - - zs Other k6ae t 2$ ` GI L 7- rlkAAArs 5 '(onl i 7, 327-%70o uric. Rex 4- City Staff 4- 1 v 07) 30Z- 9 VQ tej VJS 14 /Z I• &I NAr>' , - rAmE5 rW P(e eN7 o t d Pre -Construction Meeting -Sign -In Sheet Date QA 7 /b'Z- Job Name Job Address S e)0 Owner' s Representative(s) Building Contractor Electrical Contractor Mechanical Contractor Permit # 1, A v,_ k k p_v - 17 A-2 Cj AA n-c 1 ,,+- SSvo36. i Mgcaon500.) (' oK,sj. Fve Gp212rir?— j. 6 tp ovN W Il_J DSO/Z - / _-t L C O CVn S o /v o r> S Z r v. o. -y / - 3 57 A ? 4ie . Ze e /,C- ci, le-l_? — 9 ( 2 — 0 u 4k.? Plumbing Contractor ' Fire Safety Za(&5t Other (" Refft calvjo City Staff ti- lon.arS 5L Tonl )3 Z7-77oo Drwll CAVIL. g(- 3) sir— -9.s-5 Crbwr C &SQL T\J zcnw, a Z zz& V (yo'7)3DZ-9Y0 CC( i.n b 5 t {its 4 w -rAme5f','g PreUU4-r1'0kI 41 r E,,, 4QeL •/Lu.C.. Pre -Construction Meeting„Sign-In Sheet Date OI A 7 /V - Job Name Job Address Owner's Rep Permit # 17 /q 2 W AA A%- rLc i , %, - TV a3 k'.'>, i , Building Contractor J . zJ IvUlc L C o CM S o /v C o ,A- S Z Ina(2oIrnwn Cons,Co.gc Electrical Contractor a , a ()I - ; ve y y)Jae I?Aell Mechanical Contractor a v `L r A Q hare cti. 962-UuEjc3 111/Lm'j,`h LT Je0-- Z722 Cece_ Plumbing Contractor Fire Safety ` u C4-S A%04MLIc 1 .42 Other ("Refft ccl111.] R-ex Sit— ZSSS 0o A M0j0pgJ C WIL City Staff zz n,,'zW (yo7) 3o Z. - 9 yo preJeNWoO 4..oL.c.i 1 .r/Gn•.>C,.(o7 30-SLS2 Pre -Construction Meeting Sign -In Sheet Date 01 A 7 COD Job Name Job Address Owner's Repi Permit # 17 /4 7 () AA As-C YLc 1 - Sv F3, Building Contractor WI,.m>o C rvsZ • FKt QA212r rzU rnct(20jrn,,, ConS.Co.J C Electrical Contractor jA ar ,Ly Qy _ Dsc. i t.K oLVo IC yo7)J.Z.6-/9.t Mechanical Contractor v d V r c P vh Qa h c / "/.3' S6Z' U,3 jild-Z, 1"sch I KI Z 7 2_ Ctl 4, e- Plumbing Contractor ' Fire Safety Z u (ASS W*7 j Y2_ Other 2$ 4= GI -fi- lotiASI:lG T4nl (`°7 7,7 n o AC l 1CP CAVIL C R.ex Cu rr , C2633 S.N/— ZSss Crbwr C zSrL> ZV? . City Staff 7 1 y' ••a I AprZ&Z_2; ( Y07)3o z- 9YQC- n, FC7( o bd 5 A K Am s r'Re preJerrnokl Pre -Construction Meeting -Sign -In Sheet Date ei A7 A)IL_ Permit # Job Name / --C Q /L K l , tzy - 17 i Cj AA &, zc i ,+ram Syr> Job Address t 3 ©tL-J (L - Owner's Representative(s) C,----- SUZ0nAe Koddwi Building Contractor 2J JS J . Mi4&,p.m59-..) COwsZ. QA212rirzc w t_JDso.2 - rt.tLcosviv o,>sZ rnct(¢.olrnsbr) Co S.Co.gC Electrical Contractor a ; V e V. C. Mechanical Contractor h zg zc,;, I cam. Plumbing Contractor ' Fire Safety za cA, Y2_ l0 V17. - 9v?- AZs, Other fi-loti IacS 7L Tonl i`f°? 327-770o A-w1jWlW C_WIL GltllL raw .• ; Gvri t I C2633 Stvt-' Z59-5 C Yt C-&s+G City Staff sin/ PZ - N07I302 -95/oL n _ d-Htw. / VIA &u 1 r b C( Ind 0 (7! S (_A h l• TICS Y'R6 PfedeNrJON 4. Pre -Construction Meeting Sign -In Sheet Date 'i A 7 /Cb'— Job Name r-N _ Job Address Owner's Representative(s) Permit # 1-7 'Z WAA YLcI A-- TVP5l,. Building Contractor is J MAL-..a ms9J COvvs1 • 1KA-"< QA212rirz-u l % •6-_&AjAj z j i A-J DSo2 - /R/f L C o CV 17 S v O-c , - lY1a(¢.o(m5bll Co S.Co.AC Electrical Contractor v e it Mechanical Contractor r)L/ IF, &,J1xpr lr_h I -Cc, Plumbing Contractor ' Fire Safety z C.4 (A:S 41b)4,4r, Other k6jjee t-J 2 fi- omks (qo-1 347-77o0 4Cw1> Ltt/c. g63 5R ZSSS Craver CzS C Z. i . City Staff y/ ••4 I yD7) 3oZ-9yo n, IA 4VILk c o b 5 14 h s f' R6 Pre, JeNtiOki 1 Pre -Construction Meeting Sign -In Sheet Date 01 A 7 JobName Job Address Owner' s Representative(s) Permit # 2 () AAA%- rLc i , k-- Tva36. Building Contractor is '- J n. ay Cp vusZ . 'Pre p.,A,< Q A 212 (=— I rL v U. G-a- mvv GvI Dso/Z - ALcoC'+svt-, Y1a(vlmsbrl CoAS%, Co,J f Electrical Contractor rEN Q k v c. i r P C "'oLt,o/C yoyj3 f3-/9.Z`f Mechanical Contractor `J c Pcti h r cam. / /.3' S6Z'U Plumbing Contractor ' Fire Safety Za ( 4, jbk*r, Y2_ >0 4(l - go?- ? Zr-7 Other ("Reest c Iv t. D City Staff cW._ Tool A6 2$ 4= R.ex Gu, gc 3) sir— z5ss Craver C-s c Z ' nLA Utv,w,-. F! 0 od 14 dD SQ/J 4?) 930_s (_sz Pre -Construction Meeting Sign -In Sheet Date ''i A 7 /W - Job Name ri Job Address Owner's Representative(s) Permit # Sv o36. Building Contractor iseip J , MALCO M,043 00"sZ • to-KJI C Qf 212r irLv A% G,J 110 Dso/Z - lv/t L C o c,M S o /v 4r o r—' S Z Yla(epjm 6r) ConS,Co.A Electrical Contractors a (-_X `y e V 7 - Mechanical Contractor 1j ilp &-A e!9 /CZ."/ 'C C:, VT J -162 7-2,7%Z CeLG. Plumbing Contractor ' Fire Safety Lucas Aoppywrlc 4.,v2 !0 Other (" Refft cc// 1)1) City Staff R. ex GU rc le Sev1— 1,5SS I W u AIL Cr6(_> Y) 14_41 (. V/ 0 t d 5 U t# ft - A%A65 PeJerrrioN o L `, pia-.,,5 - ri • lt.,.c, '. (o 1 30 -s s2 Pre -Construction Meeting Sign -In Sheet Date ''f A 7 /b— Job Name Job Address S Owner's Representative(s) Permit # 17 /q'Z ev AA hC tzc r J, L- Sv I'S O . Building Contractor is J . mokc . 4 Cc) vvsZ . FKpI< C319212(—= irz-Q AL). N !Ie_JDSo/Z - / ALCOQvII ma( eOlrnsL--)n Co sl.co.c Electrical Contractor e v. a (- _ ; U e 7 - ACTS Dsc. i'•t P.K "'oLVo K y yj3z6-/9% zez;, r Mechanical Contractor v /up c dprk ti. /,r/,y ' S62 - Uv c,3h_ y Y vi L51"Joh p /_? ZU --Z7%Z CeCL Plumbing Contractor I' Fire Safety Z 06 G4,5, lb Y2_ Other (" ReeEt Cal v1L) R- ex City Staff 0 rc i gco3 5 1— ZSS.S o A MO1 W CAVIL Crbwy CzSfC Z a i . 07) 39Z-9YO&, Pre -Construction Meeting Sign -In Sheet Date 01 A 7 /b'Z- Job Name Job Address Owner's Representative(s) Permit # t2 C4)A lA-- Cr yici *L JV031. 6 — "A. Building Contractor ',, WI icrl., oJ Corus1 . 17Kp_., ,< 12A212r,rLV w{..c v Gv , Dso2 - /rt L c o ter s v iv o , S Z , t , - /Y1a(2plrnsbr Co S%.Co.Ac Electrical Contractor a (7 _ ; v e it cC( 3 zj.- Z.z3._Sz4 Mechanical Contractor vW 0 P.h p h r / (r/-?- 962-C)v cV fthy V /Ic'mto 10A // / _7jj J - Z?? CeLL Plumbing Contractor ' Fire Safety Z c, c c%h l /Y2_ Other (" aefft Cal 01 LD City Staff ex sir-- Z rSs i oo AVOICPw) Ltd!` Crbwr C-&SR, Zvi ( . Al, • ! l 7 iii (J Icla rp yo7) 3oz. - 9 YO e, n( 1oJ0bd5 14h{s r Ri; Pre.UM7iok1 Pre -Construction Meeting Sign -In Sheet Date 01 A 7 /b'Permit # Job Name \dA,I-Q. = ZL v kkP-x-17'Z Job Address i?>O3 I Owner's Representative(s) 42 SyZur ne Kot4chan (_,3_6r 2m-2100) Building Contractor MAkcnL rn 5 A 03 '0 sZ . 'Fve PC",< C314 212 r i rL Q l % L a W 1e_J D.So2 - / (- C o s v /v o r s Z. c — lY1a(¢,o (rnsun Co S. Co.gc Electrical Contractor , a c v tc. i K I OGt,o fC y i)3z8-/9.Z Mechanical Contractor r `J,,c Plumbing Contractor ' Fire Safety 4,Y2 Other T on/A s SLbLTonl i`°7 327-77oo D 1 CAVIL CGIv L rac., • i . City Staff7 y%./ f• a I l act 1 o e615 Ll h l S lxkygm65 rio P eJeN7io o l/ AMRA-' Pre -Construction Meeting Sign -In Sheet Date 'i A 7 /0 - Permit # _ Job Name W A L V 9—e er-0 11, /Lv,-kAp-y- - 17 G'2 Cu An A Job Address Owner's Reps Building Contractor '- WIen m sA4.3 cowsZ • FTC aR0t2r i rzc V. 6-1_0 AjN w I Dso.2 - /'l/r L C o S o ^v rna( 2oI m5b11 Co S.Co.gc Electrical Contractor g753 vr Mechanical Contractor r v/d `J , v. h aH c / /.' i62-Uufi',? Plumbing Contractor ' Fire Safety Z a CAS H UWMI Y2_ Other Reet fi-bti s SLE Tonl i`f°-7, 327-770o AwtC-(L CPWj Gv, C C263 sJr- -1&-5 Craver C-s( 14-' i City Staff jog? 7 •y' R"- f •a I 9 mac! , bcr5 [ Z {ems A K Am S f"'R6 Pre eN7io t Pre -Construction Meeting Sign -In Sheet Date 01 A 7 /0) Permit # Job Name/L Iz=L ZLv, 17A -2 CyAn.tic- vz ci.L Tyo3p. Job Address Owner's Representative(s) Sane Kot4&ar) '3 81oi 2- NCO) Building Contractor _ is J . w.[/ v w 1% Ds 2 - /'1/F C. c o s v v ' o r S Z • Electrical Contractor Ir gh , ay 7 e- i0"V_C "'oL 1,0C x Ydyj 32 g- /9;v Mechanical Contractor `J Pwa e!g LZ 00, ezy - Sdz -UU f1 Vyi I /G J" Poh O / ' .%Z Ce4.G. Plumbing Contractor Fire Safety Za(4, At rbyWrlc 4jY2_ ql , - % - Rzr7 Other " caIvILD City Staff r A, PAOtW c tt/l(- R.ex Gt,rr' C Z.-e a or vk 4AX S RE P(eJeN7 0 ga `t/ AMA S -o iVa l -e 'aD sQ/f Pre -Construction Meeting Sign -In Sheet Date "i A 7 /b'— Job Name /!-= Job Address >3 Permit # 17 /q'Z Cv A.L%-C YLc r ,V- Svo36. Owner's Representative(s)''—— suoLme Kofichar) 3 g& 2 3000) Building Contractor 2J C3A2t2U eJ Dso.2 L C o c,M S v Electrical Contractor LN a y e r - - , 3 z - Z 3._ 1 CDs c. c oL t.o K loyJ 3z E3- zr_ MechanicalContractor % `J ) P rA /Xp h /,tom "/.3' S6Z" v 6/ d. L, irl T .- -7 ? __ZZ; Z Ce4. Z_ Plumbing Contractor ' Fire Safety 4f-7,. - 9v-7- RZr_7 Other 1 7t nkEIII-v' &7 gzs 4220 Cal v10 ,. R-e?( GVrr i C C ca3 sir-' ZSSS CrawY CzS#-C ZV' i . City Staff7 n3 07) 3oz-9y0 U i iGs - K A cS YiRE P(eUeN7iON Af d X /d 4vr L c,.I%-I>5 - E,n/Gn • IL jtc.. 91 Pre -Construction Meeting-Sign-In,Sheet Date "'i A 7 /01— Job Name Job Address M Owner's Representative(s) Permit # 17 z W AAA- ttic r ,.ram TV03p. Building Contractor a44— W Ate-cL n 5 O -3 CC) vu s 1 : 'FK p,",< rz cU IU• 61-o.,(jiv zv te-0D-d/Z - /r1/rLCoC,-I SoA, Cor SZ ao - oIrn--6n Cor)S1.co. TQc Electrical Contractor a I v r c. ` J K y//oyj Mechanical Contractor / ) u h P r h p /L s Plumbing Contractor Fire Safety L.G Cqs Y c 4,42 5e2 t Other ("Refft Cclv10 City Staff 7-ex Gorr' l (,263 5Jl- ZSS.S W CAVIL Cf C.r Czs ( Z-1 1 yc 5 Ll /1 % cs fflAX Pra-fiokf lea Al /LlaIt (Ite .S - iva/--e r T) n L E+4Gn I11.>G . (07 Z, L. SZ Pre -Construction Meeting Sign -In Sheet Date "'I A 7 /b'- Job Name WA, X-C 9-e e_-0..j A K_ kl,,P-, r. _ Job Address Owner's Representative(s) Permit # Z W At,tiC- YLc i V036. Building Contractor '- is 110. , WIAtccLph5e43 (so"sZ . Fte 11 QF}212r rzv l % • C N Gt> I D SD.2 - /'i/t' C- C O /''+ S v v ' o r S . rna(201rn>1AS.Co.C Electrical Contractor , T i v e 7 _ Z. Dsc. it.K oLt,r K yoyJ326-/9.Z Mechanical Contractor r Ph /xp a h a h 962 - Uv.3 Plumbing Contractor ' Fire Safety Z u (&jt A%vP*rl c Tf=_ — Other (" Refft Cz x City Staff qo' 1)32?- rc i C263) SJl — 7-9s5 o Air 010P J CAVIG Cray, Y C-&S+G Z\. 1. Z27Z4. & 4/0zzvz' (Y-07) 9 td o d 5 U 2 77eS f' ilh?j< A165 .. r'g PreJe tio t Al Aa /l jdAv ,e 04/29/2003 13:22 6138760913 CHEHAYEF AND ASSOC PAGE 01 9D Chehaiyeb & Associates, Inc. 3TO2 AM19 Street • Tampa, FL 33M 813) 87d-W$ Fox 87"13) ch9hmbWMQGl1U,fr,9" Date: April 29, 2003 To: Cuhacl & Peterson Architects Attn: Jerry Fisher Fax No. (407) 228-4219 From: Souhell Chehayeb, P.E. Rot: WALGREENS 06970 - SANFORD, FL AX LQ T TQ R O-_ TRANSMITTAL XC: Contractor Attn. Glen Windsor Fax: 407) 302.9002 Attached is the requested- letter for this project. IF Pages to Fotiow 1 04/29/2003 13:22 8138760913 CHEHAYEB AND ASSOC PAGE 02 Chehayeb & Associates,. Inc. 3702, Street Tampa, FL 33609 813) B76-1415 Fax 876-M3) chMwveb9ftamimbnv.rr,qm April 29, 2003. To: CUHACI & PETERSON 1220 Alden Road Orlando, FL 32803 Attn: Jerry Fisher RE: WALGREENS #06970- SANFORD It is our acceptable to our office for the contractor to change the ground wire size for RTU units 5 and 6 from No. 8 AWG, as shown on the drawings, to No.10 AWG. If you should have any questions please do not hesitate to contact me. So 'ei Chehay b, P.E. FL 4 5 1 11 1 L-ee- I `A7 b ea" r KLAM Permit No.: - -- o — p lob Address: OF SANFORD PERMIT APPUCATION Date: ( O 1 Z Z (O Z 0 D(R—IVC 5ArJ Fore- a Permk Typo: Boildlog Elech ical _ Moehaakal. Plumbiot _Rr&"nwSrjsW- Description of Work: 0 r Lk- S 1 t rt- $ t:--o A- t J Addittooarltiiformnaoo ror Ehmical & Plumbing Permits Elartnieal: _ Addition Alteration _Qmge of Snvioe _Temporary Pole _Nrw AMP Service (a of AMPS ) Plumbing/ Residential: _Additioa/Akaatka _New Construction (One Closet Pius Additional) Plumbing/ Commercial: Number of Fbcnres Number of Water & Sewer Drainage Lines Number of Gas Lino Occupancy Type: Residential _Commemial _ btdustrial Total Sq Ptg: Valera of Work: S T Type of cowroation: S ( Flood Zoue:- Number of Stories: Number of .D-.w, at o Dolts. Trp O O P.tovi,w. 14 - Z o -3 0- 0 0- o o s O— Oa 0 ra4 (r ttadr ePor ip at g r%rr OwnerfAddrest/ Phote: %•4 N A" a L. v o I '7 - 9 Z L C l 0 3 o W. X:*-4'r L Si E E why D. A-f 7- a rs A 13 s= A t,E•1 F L. 3 Z I ! Ceatractor/ Addreaa/Pbone: C{ 5 5 1 &-jQ 5 t 0) 7 0 S M c-t 0 1- rOic 7 S T A (,' rn fh o.a r!: 50t 4 rJ 6 S 1- t_ Z 7 J / State L' Number: $ — p o U 0 Z 3 ContactPerson: RC44 C-C- OR- LA rJ C'C— Phone & Fax Nt bcr.( 4 r3 z z - o r) 3 Z Z - Z,( ZV Tide Holder (If other than Ovumerx . N A` - - Ad res,; /J A Bead'rts Company: Address: S f ^ rAIC_ Ad& tf'2— S U5 14wy l-7-5z, limo,,)I;TW060'. F1_ 3Z7`50 Aratitea nix - D r_,A r- TH q M /A S Pkare•Na: • • ( - 50 O - -7 q - 17 6 7 Ad&vn: (0 3 C1 6 t=lt/t y W e 0 D WAS / Fax No.: (5- C-1-C H f,12 it oA_ , Application is hereby made to obtain a pen int rode dse•werk and maallatim to indicated. I eetify that no work or installation bag commenced prior to the isstuoce ofit permit and that W work will be performed towed standards of all laws regulating eomotuclion io th4*1adietion. 1 nmdn%wW theca sepaoaepamks ab w+me+ F.I.ECIRICAI WOMPLIJMMWO, Sl6NS; POOLS, FURNACES, BOILERS. HEATERS, TANKS, and AIR CONDITIONERS, etc. 1 OWI+1E8 De)=J c W& that allot +that nll werit.riiFbe deoaTn complier all applicowe laws regulating oonsauction and zasleD WARNING TO OWNER: YOUR FAILURE TO RECORD A N077CE O MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INISND TOuORTA#FU4ANGIN6n ATTORNEY- BEFOMIUMANuaKe YOUR"' . NOTICE OF . NQM` kn additionappllt%b* to this liroperry that may b rotmd in the p AsHe raeorde of this txtuoq and there ttttry be additional permits required fray other governmental entitim a" ash water management districts, state tageneies, or bderal ageoeitz of permit is veriffetwon that I will Do* the owner of the property o repuiremeau of Florida Lien Law, FS 713. f tsZ- Si Print °''Agent i Namr 6A Conosctor//[Sent's Naive of Ibearj+6eate of P , oil 3 o tary-State ofFlorida' D:te MYCO ISSION#C 921808 __.__-__ N EXPIRES: March 23, 2004 ? o. ". "° JO ANN M. JOAN' ON Bonded Thru Budget Notary Services ea too° • * MY COMMISSION ;eCC921808 EXPIRES: March 2004 Owner/Agent is Personalown to Me or Contnaa/Agent is Per'idnally Knw ti"to Me"bfu°t Notary Services Pe+odntoed 1D lX- (o` 12 nn • 3 Z •i. 3 • s Y%— Pt•odueed 1D —--. ----- - = APPLICATIOI`j APPROVED BY: Speciel,Condaions: Date: fie_ OAS Z 1 Wall'Signage Sign Walgreens" Pharmacy" 111 - r Photo" Clearance" Drive Thru Pharmacy" Exit" Quantity Dimensions 26'8.5"x2' 2 4" 2 11' 4" x 16" 2 12'6"x16" 1 SF per Sign Total SF 62.32 sf 124.64 sf 15.11 sf 30.22 sf 16.66 sf 33.32 sf 3.5 sf 3.5 sf 1 17' x 2' 34 sf 34 sf 1 5'2' 10sf 10sf Total Wall Signage Submitted = 235.68 Walgreens, located at 3803 Orlando Drive, is permitted to install the above noted wall signs as shown on the attached plans, per Planning and Zoning Commission and City Commission approval during Preliminary Subdivision Plan approval. Signed: Q- — Date: Permit Number Parcel Identification Number 14-20-30-300-0050-0000 and 14-20-30-300-0060-0000 IWIII IWIWIII IN i NI i M IIW Prepared By: Suzanne S . Konchan c/o Charles Wayne Properties 1030 W. International Speedway Blvd. Daytona Beach, FL 32114 Return to: (Preparer as listed above) NOTICE OF COMMENCEMENT State of Florida County of Seminole MWANIE NO 9 CLERK OF CIRCUIT COURT SENINOLE COUNTY BK 04640 PG 0438 CLERK'S # 2002995559 RECORDED 12/20/M 11sl2:33 AN RECORDING FEES LN RECORDED BY N Noldon The undersigned hereby gives notice that improvement(s) will be made to certain real property, and in accordance with Chapter 713, Florida Statues, the following information is provided in this Notice of Commencement. 1. Description of property (legal description of the property, and street address if available) See attached for legal description. 3803 Orlando Drive Sanford, FL. 2. General description of improvement(s). Installation of new ground and wall signs. 3. Owner Information Name Lake Mary Blvd. 17-92 L. C. Telephone Number 386-2 38-3600 Addressl03O We Int'l.Speedway 131 Number 386-255-8758 Daytona Beach, FL 32114 interest in Property: Fee Simple 4. Fee Simple Title Holder (if other than owner shown above) Name Telephone Number Address N/A Fax Number 5. Contractor - 11`1 nN" `,%C-r u icC Name Icon Identity Solutions Telephone Number 727-536-8646 L% Address 13663 65'" St. North Largo, FL 33771 Fax Number 727-535-2413 6. Surety (if any) Name Address 7. Lender (if any) Telephone Number Fax Number Amount of bond $ A%1.4-C/ Gt 5 SIC>S 7 u 5 H A c., F Ak-TAr-i.J%jr— SP i..nJ 6 S' 30a1nZ C AOO 3Z7 -I Name Regions Bank Telephone Number 407-919-2725 Address425 U.S. Hwy. 17-922 South Fax Number 407-695-0883 8. Persons'*ottni%lRe"Adteti'Florida2de?iinated by Owner upon whom notices or other documents may be served as provided by 713.13(1)(a)7., Florida Statutes. Name Charles S. Lichtigman Telephone Number 386-238-3600 11Addreessc/o Charles Wayne Prop. Fax Number 386-255-8758 9. 7n0additi 8 to klms'Ard'rF irlgr;' vn e gdat l% Il ving-roi iv rdcop 2oItihi Lienor's Notice as provided in 713.13(1)(b), Florida Statutes. Name Brett Bryant Telephone Number 407-919-2725 AddresaV.P,Regions Bank Fax Number 407-695-0883 425 U.S.Hwy.17-92 South, Longwood FL 32750 10. Expiration date of notice of commencement (the expiration Jate is one year from the date of recording unless a different date is specified): Date Signed Signature of Owner {Note: per 713.13(1)(g), "owner must sign ... and on one else may be permitted to sign in, his or her stead." Cho,. I e. S(. c. h F l j n a. r` Swptn to and, subscribed before me this• day of U 2002 by c. ' c,— Who is Lef personally known to me OR produced As identification. CERTIFIED Copy MARYANNE MORSE OLERK OF C11FEbIT OVURT SEMIIWLE COUNTY. F1019DA f DEC 2 0 2602. f,Pa- Ce Signature of Notary (n I seal to appear below) ir vjY ""' • LOLA L. AFFOLTER MY GISSiON r DD 0Pt563 a EXPIRES: Febn:ery 25, 2005 80n00 Ulu Noun, Public Uideiw:ilen DATE:-t BUSINESS ADDRESS: PHONE NO.: CITY OF SANFORD FIRE DEPARTMENT FEES FOR SERVICES PHONE # 407-302-1091 * FAX #: 407-330-5677 FAX NO.: CONST. INSP. [ ] C / O INSP. j ] REINSPECTION [ ] PLANS REVIEW X F. A. [ ] F.S. [ HOOD [ ] PAINT BOOTH [ ] BURN PERM [ ] TENT PERMIT ] TANK PERMIT [ ] OTHER X. U 12 o0 V2.,L- 4.4) TOTAL FEES: $ (PER UNIT SEE BELOW) COMMENTS: Z'5M4i,4 T _ 1lc 1"dA- Address / Bldt?. # / Unit # Square Footage Fees t)er Blde. / Unit 2. 3. 4. 5. 6. 7. 8. 10. 12. 13. 14. 15. 16. 17. 18. 19. 20. Fees must be paid to Sanford Building Department, 300 N. Park Ave., Sanford, FI. 32771 Phone # -407- 330-5656. Proof of Payment must be made to Fire Prevention division before any further services can take place. I certify that the above is true and correct and that I will comply with all applicable codes and ordinances of the City of Sanfor Florida. C Ins /// Sanford Fire Pr ention Division p nt's Signature i. CHARLES WAYNE PROPERTIES, INC. t Uc. Rest Estate Broker Daytona Beach 1030 W. International Speedway Blvd. Daytona Beach, Florida 32114-3438 ' 386-238-3600•Fax 255-8758 September 27, 2002 To Whom it May Concern: This letter authorizes Icon Identity Solutions, or their agent, to obtain permits and perform Sign Installation at the project address listed below: 3803 Orlando Drive Sanford, FL Walgreens #6970 SEC of SR 17-92 & Lake Mary Boulevard Thank you, Charles S. Lichtigman Managing Member Lake Mary Boulevard 17-92 L.C.- Sworn to and subscribed before me this 27th day of September, 2002 by Charles S. Lichtigman who is personally known to me. Signature of Nouyy 1 IOTA L. AFFOITER v( CCMM.SS01 I DD 004563 EXPiRES: February 25, 2005 ty, •` 9oDod 7Mu Now Pubk UndandMs Orlando Area Office: 2300 Maitland Center Parkway, Suite 306 • Maitland. Florida 32751-7169.407.660.1500 • Fax 660-2053 CITY OF SANFORD PERAUT APPLICATION Permit Nt: Job Address: Plumbing of Work: &Q V e-eA G-Xy u lrl Alvf If 0,,r- S"a lv,'e- -e Additional Information for Electrical & Plumbing Permits Electrical: Addition/Alteration _Change of Service Temporary Pole _New AMP Service (# of AMPS ) Plumbing/ Residential: Addition/Alteration New Construction (One Closet Plus Additional) r.„ Plumbing/ Commercial: Number of Fixtures Number of Water & Sewer Drainage Lines Number of Gas Lines Occupancy Type: _Residential Commercial _Industrial Total Sq Ftg: Value of_Work:_$ Type' of Construction: Flood Zone: Number of Stories: Number of Dwelling Units: Parcel No.: _ (Attach Proof of Ownership & Legal Description) ict. l?erson: o ^/ Pbone.&7ax Number] Holder ( If other than Owner): C7e44 cf497 -jb Bonding Company: Mortgage Lender: Address:; Architect/ Engineer Phone No.: Address: Fax No.: Application is heiebymade to obtain a permit to do the work and installations as indicated. I certify that no work or installation has epmmenced prior to the issuance of a permitand 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 WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. OWNER' S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING:TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF 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, ;here may be additional restrictions applicable to this property that may be found in the public regords 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, FS 713. OZ- Signature of Owner/Agent Date ignataue_of ontractor/Agent Print Owner/Agent's Name Pr'nrt C ontiactor/.Agent's Name Signature ofNotaryyState of Florida Date Owner/ Agent is _ Produced ID Personally Known to Me or Signature of Notary -State of Florida Date Contractor/ Agent is Personally Known to Me. or Produced ID ' APPLICATION APPROVED BY: , 6 lT,"6 /6;,-s: Z); Date: -1/- . 2- a- Z Special Conditions: 4074855-1928 Phone 40740"030 Fax 6125 Anno Avenue 407-709-8808 Mobile Orlando, FL 32809 September 15, 2003 To whom it may concern: I, Ken Katynski, do hereby give Mike Fitzpatrick Power of Attorney to pull permits at the locations listed below: 1.) Walgreens 3801 Orlando Dr. Sanford, FL 2.) Sherman's Home Decorating 1100 So. Clarke Rd. Ocoee, FL 3.) Curves 501 No. Orlando Ave. Winter Park, FL Thank -you, Sincerely, Ken Katynski Pres. Integrity Signs ET0000749 MY Commission DDD118773 i\\ i State of Florida The foregoing instrument was acknowledged before County of me Zth'. day of Date Month Year by 5 ` Name tPerson Acknowledging who is personally known to me or who has produced VL .3 a- 3-(l?I- WD-o Type of Identification as identification. Notary Public Signature_dTWGry Public N otN1611PW,7T4"r stamped Commission No. • My Commission DD116T73 p Expires May 113.2006 OPTIONAL Though the information in this section is not required by law, it may prove valuable to persons relying on the document and could prevent fraudulent removal and reattachment of this form to another document. Description of Title or Type of Document Date: Signer(s) Other Than Named Pages: 1-1 0 2001 National Notary Association • 9350 De Soto Ave., P.O. Box 2402 • Chatsworth, CA 91313-2402 Prod. No. 5181 Reorder. Call Toll -Free 1-800.876.6827 gp a`3 --J tom.. Permit # : U/1 J, Job Address: Description of Work- Historic District: Zoning: CITY OF SANFORD PERMIT APPLICATION .•`-''ty5,};:: 4H Date: Value of -Work: Permit Type: Building Electrical Mechanical Plumbing Fire Sprinkler/Alarm Pool Electrical: New Service — # of AMPS Addition/Alteration Change of Service Temporary Pole _ Mechanical: Residential Non -Residential Replacement New (Duct Layout & Energy Calc. Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines Plumbing/New Residential: # of Water Closets Plumbing Repair — Residential or Commercial Occupancy Type: Residential Commercial Industrial Total Square Footage: r Construction Type: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required for other than X) i '1 ., > > _ . _ 4- 1ST• .p•0- 3a G0.1ro . CI Do Phone & Fax: Ma Bonding Company: Address: Mortgage Lender: Address: trT ArcArchitect/ Engineer:v, A ,, Address: /' 7 01.,0 Application is hereby made to obtain a pe6k'fo do the issuance of a permit and that all work wilF be performer permit must be secured for ELECTRICAL: WORK, PL AIR CONDITIONERS, etc. State License Number: E -2h O'9 4' I 74 Phone: r Phone: CIZQ Fax: . 22 1 certify thlt no work or installation has commenced prior to the ling construction in this jurisdiction. 1 understand that a separate FURNACES, BOILERS, HEATERS, TANKS, and OWNER' S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR I'AYING 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 that may be found in the public records o: thij, igypty, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. cce rtof it is verificati that I will notify the owner of the propyty of the requireme of orida Lien Law, 713. D r• f., Sigma re of Date Signatu f Contractor ge Date _w ae J r' t3 trs Print C e •"•` es . y ri r gent Mk FA o (Notary -State of Florida Dat Signature of Notary-S of Florida Date d o v , o — o ta71 , NWp11 YC t^ W I'300 NC.7 'Cr ner/ Agent is _ Personally Known to_My C Contractor/Agent is _ Personally Known to Me or o i;5 roduced ID •Z_ i J+ f% _ Produced ID o `i r• a t jrw APPLICATION APPROVED BY: BI (,—W —0 7 Zoning: L fl <161S Q3 Utilities: Initial & Date) (Initial & Date) FD: Initial & Date) (Initial & Date) Special Conditions: onume, f s yh Co+ , Jn Mt:t. vd 17 - w, q ov % eK5 ro— CI 3 QnA ?0 6'Z p A, t C3/a e k..! o r.J 1) AAAAJ V I L --- r c9 10 9os i /1 a IVA I n ct'k.o,/ l v.$ aot Alva p S CHARGES WAYNE140PROPERTIES, INC. Lic. Real Estate Broker Daytona Beach 1030 W. International Speedway Blvd. Daytona Beach, Florida 32114-3438 386-238-3600 • Fax 255-8758 09/05/03 I, Charles S. Lichtigman, do hereby authorize Mike Fitzpatrick of Fitzsigns and their agents, to obtain all permits for the construction of a monument sign at 3606 Orlando Drive (Parcel Id:14-20-30-507-0000-0040). Managing Member, Lake Mary Boulevard 17-92 L.C. w otary Personally known to me. State of Florida, County of on 20IV. 3 JOANNE MARIE WWWR MV COMMISSION R CC 931715 EXPIRES: Aww 27, 2m krao Thnr N"y wc Uft"r en 5 ""— day of Orlando Area Office: 2300 Maitland Center Parkway, Suite 306 • Maitland, Florida 32751-7169. 407-660-1500 • Fax 660-2053 P • 3 ?3G1 41PM ;ha I a; VI:vne Pro?ees PI: 37F'.3 P • 3 r• F. IOU. S W= 3006 East C=ws=ia2 Blvd. Fort Lauderdale, FL 33308 954)-M- 2820 September 3, 2003 Cha.-las Wayne Properties, Inc. , 1030 W. Inte--mtional Speedway Blvd. Dayton& Beach, FL 32114 3438 AtteMidn: Suzanne S. Ko nchan, AICP Re: Lake Mazy Blvd_ 17-92 LIB: Sign Authorization Dear W, s. Xonchan: 7,ni. s letter authorizes Lake Mary Blvd. 17-92 LW and Fitzsigns to act as s :.n permitting and construction of site sign as per drawing AMA, Me Nx06970, Project Number 201157, Sanford, Florida. 1A7td`s' Wo? ff TK.v W:m MARt RMEs 7 uv (* MMWSvN OD 2115ia an "RES: M,y 12. tool, i+ 4—RY a-T-WOTCOyWAm=eq Seminole County Property Appraiser Get Information ;by Parcel Number Page I of I PARCEL DETAIL d 0 D W1 .4 1 Vb Seminow C in.inty AL- i prrcr os+pnarer t„` Ssntfard Fl. 13771 i 2003 WORKING VALUE SUMMARY GENERAL Value Method: Market 14- 20-30-507- S4-SANFORD 17-92 Number of Buildings: 0 Parcel Id: 0000-0040 Tax District: REDVDST Depreciated Bldg Value: $0 Owner: WOLFF LOUIS Exemptions: Depreciated EXFT Value: $0 TR Land Value (Market): $182,952 Address: 3006 E COMMERCIAL BLVD Land Value Ag: $0 City, State,ZipCode: FORT LAUDERDALE FL 33308 Just/Market Value: $182,952 Property Address: LAKE MARY BLVD Assessed Value (SOH): $182,952 Facility Name: Exempt Value: $0 Dor: 10-VAC GENERAL-COMMERCI Taxable Value: $182,952 2003 Notice of Proposed Property Tax SALES 2002 VALUE SUMMARY Deed Date Book Page Amount Vac/Imp 2002 Tax Bill Amount: Find Comparable Sales within this DOR Code 2002 Taxable Value: LAND LEGAL DESCRIPTION PLAT Land Assess Method Frontage Depth Land Units Unit Price Land Value LOT 4 LAKE MARY BLVD/17-92 COMMERCIAL SQUARE FEET 0 0 45,738 4.00 $182,952 SUBDIVISION PB 62 PGS 35 - 37 NOTE: Assessed values shown are NOT certified values and therefore are subject to change before being finalized for ad valorem tax purposes. Ifyou recently purchased a homesteaded property yournext ear's property tax will be based on Just/Market value. 1% CITY OF SANFORD FIRE DEPARTMENT FEES FOR SERVICES PHONE # 407-302-1091 * FAX #: 407-330-5677 tIDATE: RMIT`#:10 3-12 BUSINESS NAME / PROJECT: ADDRESS: O C INIV & PHONE NO:NO:8 % d 7- -_NO.: kc O .-5P 7 CONST. INSP. O INSP.:[ ] REINSPECTION [ ] PLANS REVIEW F. A. [ J ';F.HOOD [ ] PAINT BOggTH_[.,- - -BURN PER IT - j TENT PERMIT ' ] -(I/-TANK PERMIT [ ] TOTHER'Qf 12-( TOTAL FEES: S O (PER UNIT SEE BEJ OW)' COMMENTS: Address / Bldg. # / Unit # 2. 3. 4. 5. 6. 7. 8. 9. 10. 12. 13. 14. 15, 16. 17, 18. 19. 20. Square Footage Fees per Bldg. / Unit Fees must be paid to Sanford Building Department, 300 N. Park Ave., Sanford, FI. 32771 Phone # -407- 330-5656. Proof of Payment must be made to Fire Prevention division before any further services can take place. I certify that the above is true and correct and that I will comply with all applicable codes and ordinances of the City of Sanford, F ida. l' o eyS Sanford Fire Pr ention Division Applicant's Signature CITY O]F SANF ORD Pk RI111 APPLICATION 4t 0 Permit No.: a Date: Job Address: 3 a!> O7 yL. I2 3Z,723 Permit Type: -:14-- Building 'Electrical Description of Work: r.\19 ,- C o p i x9 Ct. Mechanical Plumbing Fire f Additional Information for Electrical & Plumbing Permits Electrical: _Addition/Alteration _Change of Service _Temporary Pole _New AMP Service (# of AMPS ) Plumbing/Residential: Addition/Alteration New Construction (One Closet Plus Additional) Plumbing/Commercial: Number of Fixtures Number of Water & Sewer Drainage Lines Number of Gas Lines Occupancy Type: _Residential Commercial _ Industrial Total Sq Ftg:_ Value of Work: S Z,O rTypeofConstruction: V _ Flood Zone:, Number of Stories: Number of Dwelling Units: Parcel No.: Owner/Address/Phone: Attach Proof of Ownership & Legal Description) 2*1:M wiva%AV11^uula5b/ruullu, te License Number: Contact Person: 7/ ,- (.Lk. L 4e Phone & Fax Number: g % BLS Title Holder (If other than Owner): Address: Bonding Company: Address: Mortgage Lender: Address: Architect/Engineer Address: Phone No.: Fax No.: 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 WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in complier; a with all applicable laws regulating construction and'zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF VOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR--;<`•: NOTICE OF COMMENCEMENT. OTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that Tray be Found in the public records of this county, and there maybe additional permits required from other governmental entities such as • water management districts, state agencies, or federal agencies. d, cceptance of permit is verification that I will notify the owner of the property of the requirem of Florida Lien Law, FS 713. 0 ' OZ/ signature of Owner/Agent Date S' ature of Contractor/Agent Date Tint Owner/Agent's Name Print Coafrac owlAae s Nam ignature of Notary -State of Florida Date ature of Notary -State of Florida Date ElYWAM JONC. Y MY COMMISSION l DD OSW EXPI u wner/ Agent is Personally Known to Me or Con tr to or Produced ID o UCed ID PPLICATION APPROVED 13Y: Date: ' ej Z pecial, Conditions: Mumma. Mon. CTrY OFSANFORD APPL3r-ATIDN FOR TEMPORARY USE PERM IT PERMIT NO.C ra" DATE: `Q ip 02 T he undesigned henaby applies SDr a pear it for the folbw ing des=dxd w oik : Ow ner. /k LG0LIV150 n-, c'oN S j C' iv C — /jQ, 'rt2,n S _ Job A ddn-ss• 3 c5 b 3 N • 0,2 L A-04E- SfYIIJ r-:-oAO N afore of W o3:c : 6aale_ L DeA l L ( Applicant's N an e: A"6FL ((-&IV IJ « r ^-w S'r-1/L A pplicant'sA ddiess/6 vsic. ,rs V A U a N• S%PLiE TLS A pplic ant's Phone N o 7 -- /D 2 -- 3 Y C/ I oastify that the above mfbirn ation is true and wnectand that I w ill cat ply w ith allapplkablr codes and oniinanoas of the C ity of Sanford, Florida. A pplkant's Sigmtum C6C012-72-9 StatE Lioanse N um ber (If applicable) Perm it Fee: $ 6 , V v CITY OF SANFORD FIRE DEPARTMENT FEES FOR SERVICES PHONE # 407-302-1091 * FAX #: 407-330-5677 DATE: 3 PERMIT #: V7 Z7 (O BUSINESS NAME / PROJECT: ADDRESS: PHONE NO.: `-IO 'bPOFAX NO.: OoR'- LI Q CONST. INSP. [ ] C / O INSP.:[ ] REINSPECTION [ 1 (PLANSREVIEWr% F. A. [ J F.S. [ 1 HOOD [ ] PAINT BOOTH [ ] BOURN PERMITc TENT PERMIT ] TANK PERMIT [ ] L.. — -1 / per,! G`6 S r C2TACOLL-.FEES: 4 iT" w ''' "f-+` j ( PER UNIT SEE BE> OW) COMM Address / Bldg. # / Unit # 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. 14. 15. 16. 17. 18. 19. 20. S9uare Footage Fees per Bldg. / Unit Fees must be paid to Sanford Building Department, 300 N. Park Ave., Sanford, FI. 32771 Phone # -407- 330-5656. Proof of Payment must be made to Fire Prevention division before any further services can take place. I certify that the above is true and correct and that I will comply with all applicable codes and ordinances of the City of Sanford, Florida. Sanford Fire Prev n Division Applicant's Signature i -,-Le- i >.JJt; b : G4 bt r KUM . at- NIONI:IM' Slcs>J CITY OF SANFORD PERiVI'IT APPLICATION Permit No-. Date: C Z Z- l O Job Address: 6.3 OR-LiVJ0 d D(t-1 V E- / $ n/,l F0 1'7-Ij Permit Type: Buildiog Electrical _ Mechanical. _ Plumbing Fire Ab-101,1r{ekJrjr 4z-A for Electrical A Plumbing Permits Electrical: _Addition/Alteration _Change ofServioe _Temporary Pole _Nrw• AMP Service (b of AMPS ) Plumbing/Residential: _Addition/Alteratiou _New Construction (One Closet Plus Additional) Plumbing/Commercial: Number of Fixtures Number of Water & Sewer fMainage Lints Number of Gas Lines Occupancy Type: ,Residential Commercial _ Industrial Total Sq Ptg: Value of Work: S—It? GOT Type of Construction: S ( b Flood Zone: Number of Storics: Num r of Dwellin Uaits: ParoelJtlo.:.. i 4- Z-Z-', -3 p- 0 0- 0 o s 0o o 0 o. 4 1 - 0^ o 0 ro o— s"oo 0 ttactr fof wrtership&LegafDwaiP") ownedAddress/ Plhone: L•A L K A Q (_ V O 17 - l Z (- C 1 O 3 p G . = r4 -r L S? C-ED Inc'Ay Contractor/ Address/Phone: C 4 5 5 f (r?J 5 1 9 7 o S µA(-c o w roA-0 S T A LrrA m 0rJ rr_ '>ot-' 1-16 S I% (- '> Z 7 0 / State L' arse Number: E S - Q 0U 0 Z3 {e [/ Contact Person: REr.3 cr- o R- L-A rJ CPhone & Fax Ntanb,,r l f ! 3Z Z - 8 S 4 O 14 !) ,3 Z Z- Z Z-i Title Holder ( If other than Owner): Address: • N P1 Bonding Company: N gX Address: r- 3 0, Mortgage Leader: 2 E6-1 OrJ S 6A/J K_ Address: M`' 2- S_ _ US Architee ih— w- - D C-A N TH o M/A S Phone -No.. - I - 80 0 - 7 C? 17 6 7 Address: (r, 3 9 U r-rl/L: l.J -0 D WA `/ Fax No.:- k c, K 8 Application is hereby made to obtain a permit to do the work and installations as indicated. 1 certify that no work or installation has commenced prior to" issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. 1 understand that.a separate pemAraust be securcti Shr ELECTR'CAI WORK- PLUMMNG; S164;S; W LLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. OWI BS. AFFIQAVLI_.lr _them. of ndahat-all work -will -be done i - corrrp all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE O COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEM-TOORTAIN. F•INAWANG, EON%%T-- A FfORNEY BEFORE RECORD'MG YOUK' ' NOTICE OF COMMENCEMENT. Norlss: In addition to thrrequ6tanentroftivis vals, dive unry be addid-voircstrict' s applicab* to this yroperty that mayb found in the public records of this county, and there may be additional permits required from other goverrunental entities such asJ water management districts, state agencies, or federal agencies. a of permit is verification that 1. will notify the owner of pr of the requirements of Florida Lien Law, FS 713. ld t? a ltJ I L JQvu; f to . Darn... _ per_ Print //gent a Name Prhlttonnctor1Akcnt's Niune 2 A-X ' vim, _ _ ` 1M I a )-2- J p[ Sltire f lVOltiry 5tatrOf Fl -Date- 3 of'IdtltirySthte of crldi D&c orx+?off¢ JOANNM. MY COMMISSIC . v 921808 ','w+ ue+ JO ANN M. JOHNSON I ? ' MY COMMISSION N CC 921808 - I 1' o EXPIRES: t ,. o• 2 ; k• sra n Bonded Thtu 8,J et Nu,a.Y 3ervKes EXPIRES: March 23, 2004 Owner/ orris — .... Per 1 _ .r. ono q,.,... -, Th Budpel Notary SarvKes Ag ilk ,gyp Ot Contractor/rgerit is n Personally l nQ n to lvj pr— Produoea ID ` / 3Z • Produced ID= APPLICATION{ APPROVED BY: .• Date: lZ Special,Conditions: oh sl-, ox,o. ter, o err . Pax. i'o e-a+ce-tA 0112-s 5al bm(- d vs C" we no; o ' b' of 'c-c k. C°. 12' Z' oz Kusf he / S' bacLfTm-h icon Identity Solutions To: Permit Application Review Official Regarding: LED reader board 1418 Elmhurst Road Elk Grove Village, IL 60007 Tel: 847.364.2250 Fax: 847.364,1517 On the behalf of the Walgreen Co., Icon Identity Solutions has been requested to secure permits for an LED reader board for the location that is referenced on the attached permit application. Due to the fact that LED reader boards may be confused with other sign types leading to permit confusion, Walgreen Co. has requested that this letter be distributed to clearly define the sign and its intended use. An LED reader board is being defined as an electronic reader board whose message may be changed digitally via computer. The intended use is to display messages including but not limited to advertisements. It should be taken under advisement that Walgreen Co. does not condone the use of scrolling, flashing, or blinking messages. The message may change automatically but not more than every three seconds. If the local code dictates other interval of message change or different mode of operation, please advise in writing so that the store may conform to local regulation. The preferred color of the illuminated display is red with a variable control of brightness. This letter is to act as a tool to inform each municipality of the LED sign's proposed use. It is our intent to ensure that the future installation of all signs distributed by Icon Identity Solutions, meets permit code and Walgreen Co. expectations. If the proposed use of the LED sign meets the requirements of your municipality and you are issuing a sign permit for the LED, please acknowledge by signing and dating below. If you have any further questions or comments about the LED reader board sign, you may contact me at your earliest convenience. Thank you, Trace Xtaley Account Manager 1-800-262-2216 Permit Official Signature Date CHARLES WAYNE PROPERTIES, INC. Uc. Real Estate Broker Daytona Beach 1030 W. International Speedway Blvd. Daytona Beach, Florida 32114-3438 386-238-3600 • Fax 255-8758 September 27, 2002 To Whom it May Concern: This letter authorizes Icon Identity Solutions, or their agent, to obtain permits and perform Sign Installation at the project address listed below: 3803 Orlando Drive Sanford, FL Walgreens #6970 SEC of SR 17-92 & Lake Mary Boulevard Thank you, Cam.%• •C _ Charles S. Lichtigman Managing Member Lake Mary Boulevard 17-92 L.C. Sworn to and subscribed before me this 27th day of September, 2002 by Charles S. Lichtigman who is personally known to me. A, e Signature of No y tr lr, i LOlJ1 L. ER t "r CCMM!SSIONIOM # D D 004563 os EXP'RES: February 25 2005 9on0ed ihni Notary Public UnderwMers Orlando Area Office: 2300 Maitland Center Parkway, Suite 306 • Maitland, Florida 32751-7169.407-660-1500 • Fax 660-2053 R. Dean Thomas, P.E. Architectural Con. -"tin Engineer Florida Reg. No. 22159 639 Berrywood Way Palm Harbcy, FL 34683 aPhone/Fax 1-800-799-1767 SIGN CALCUT ABONS for Icon Wga ijX SQjutious, Inc Page I of Af 5 . P = /47, s < Z. S'/T, //O 7 7, aYPOS A, w - Z / S z z9 3 z ¢Z-*- inr cec. 3 0. . Z — •SK SK " L' TUB co 5. 6.6 Z` re.4.) 1 . SZO- O _ K USA x( y '/ F - / rcl6 y knx c P,cFc f3 e r/ sP/hrG ,die tires A cr4 el G / Af yAtli s'%C„t1S, Ko • APp2 Cf f3(. /.r/>,rro •GdM • oii Ste? cK sr6 5_ W/", 3 Rn- 44, 3G PGA 56pr iron- fpY 5<C tIS `FCC' GU 9 PLC ; • / S i'C c65 , :a ` t' ! ; tb ri O 9'-3" 0 34" 7' -10" B S2 oV o° DD ROWE-THRU pU aG3 i]QC I ELEVATIONS REVISIONS No. DATE: BY: DESCRIPTION DRAWINGS ARE THE EXCLUSIVE PROPERTY OF ICON IDENTITY SOLUTIONS INC., ANY UNAUTHORIZED USE OR DUPLICATION IS NOT PERMITTED. 96- I I I I 97 98 GRADE SEE ENGINEERING CALCULATIONS 31 4-• 0 1418 ELMHURST RD. R ( moo n ELK GROVE VILLAGE 1(1/ jJ\ ILLINOIS 60007 Identity Solutions ENGINEERING DRAWING 2' - 0" 21" 21" 4 4 1'-8" SEE ENGINEERING CALCULATIONS 5 T PROJECT: ti SANFORD, FL LOC. #: 6970 TITLE: 14'-2 1 2" X 10'-1" MONUMENT w E.M.U. PROTECT EXPOSED ANCHOR BOLTS AND NUTS WITH BITUMINOUS COATING. r I ALE: 3/8"=1'-0" REF. JOB N APPROVED BY / DATE towDRAWN: CR MGR.: DATE: 09/30/02 PRO"mcR. SCALE: 3 /8 SALES A1GR.: FILE: WAL0645A SHEET a S1 of 4 a TYP. 1/4" BASE PLATE DETAIL ELECTRICAL HEADER LAMPS 12 F 42 T-12 C.W.H.O. BALLAST 2 256-648 AMPS 6.0 V.A. 120 VOLTS WATTS 720 LED PANEL 2 HITECH 1.375 STDSB 24 X 80 AMPS 30.0 V.A. 120 VOLTS WATTS 3,600 TOTAL AMPS 36 V.A. 1120 VOLTS TOTAL WATTS 4,320 CIRCUITS 2-20 AMP, 1-15 AMP NOTES TYP. 1/4" 1 SCALE: 1"=1'-0" I REF. #1 1 MATCH PLATE DETAIL AREA/WEIGHT SIGN SQUARE FOOTAGE: 31 sq. ft. - HEADER 36.5 sq. ft. - E.M.U. ESTIMATED SIGN WEIGHT: 460 Lbs - HEADER 360 Lbs - E.M.U.'s REVISIONS No. DATE: BY: DESCRIPTION DRAWINGS ARE THE EXCLUSIVE PROPERTY OF ICON IDENTITY SOLUTIONS INC., ANY UNAUTHORIZED USE OR DUPLICATION IS NOT PERMITTED. THIS SIGN TO BEAR THIS MARK FEIECTR.-C :C'- 0 1418 ELMHURST RD. a - ELK GROVE VILLAGE ILLINOIS 60007 Identity Solutions ENGINEERING DRAWING SIGN INTERIOR TO BE PAINTED GLOSS ENAMEL WHITE FOR MAXIMUM REFLECTIVITY i USE WHITE SILICONE TO CONCEAL LIGHT LEAKS TOLERANCE:± 1/16" ON ALL DIMENSIONS SCALE: 1 1 2 1'- O- REF. M SCALE: N/A REF. # BILL OF MATERIALS No. 0 TY. DESCRIPTION SPEC_ 8 10 ft. 4" ALUMINUM EXTRUSION RACEWAY w/ .050" ALUM. COVER ALUM 9 5 ft. 2" ALUMINUM EXTRUSION RACEWAY w/ .050" ALUM. COVER ALUM 11 63 sq.ft. 0.063" ALUM. FILLER, DARK BRONZE FINISH 3003 12 11 sq.ft. 0.050" ALUM. FORMED FACE RETAINER, DARK BRONZE PRE COAT 3003 13 2 WATER TIGHT SERVICE ACCESS DOOR 3003 14 AS REO'D 050" MILL FIN. ALUM. w/ 03/32" ON 5/32" CENTERS STAGERED 20 2 5" X 5" X 1/4" STEEL TUBE 21 15 ft. 2" X 2" X 1/4" STEEL ANGLE 22 60 ft. 2" X 2" X 3/16" STEEL ANGLE 30 2 V-4" X V-4" X 1" STEEL BASE PLATE 31 4 1'-0" X 6" X 1/2" STEEL MATCH PLATE 32 8 3" X 3" X 1/4" STEEL GUSSET PLATE 40 60 sq.ft. 3/16" THK. #7328 WHITE TRANSLUCENT DR ACRYLIC 47 UNION, U.L. AND ELECTRICAL LABEL LOCATION 50 AS REQ'D DARK BRONZE PAINT, SATIN FINISH 51 60 sq.ft. 3M #3630-53 CARDINAL RED VINYL FILM 3M 52 AS REQ'D 3M #3630-36 BLUE VINYL FILM 3M 55 WALGREENS" TO BE 11 1/4" CAPITAL, 8" LOWER CASE LETTER HEIGHT 1'-4" OVERALL COPY HEIGHT AND 9'-3" OVERALL LENGTH. 56 DRIVE THRU PHARMACY" TO BE HELVETICA MEDIUM COPY 5 1/4" CAPITAL LETTER HEIGHT AND 7'-10" OVERALL LENGTH 57 MORTAL AND PESTLE SYMBOL TO BE 1'-5" OVERALL SYMBOL HEIGHT AND 1-3 1/4" OVERALL SYMBOL WIDTH 60 3 F120T12 D.H.O. LAMP (12 000 HR. RATED AVERAGE LIFE) 61 1 BALLAST: 256-496-100 (JEFFERSON) (16.0 Lb./unit) 62 1 SAFETY SWITCH (MULBERRY #30482, SINGLE POLE, 20 AMPS) 69 1 POWER SUPPLY CONDUIT 70 AS REO'D 8 S.S. X 3/4" FLAT HEAD SCREW 18/8 71 8 03/4" STEEL ANCHOR BOL w/ NUTS AND WASHERS 72 4 3/8-16 X 1 1/2" LG. HEX HEAD BOLT w/ NUT AND WASHERS 73 4 3/8-16 X 1" LG. CARRIAGE BOLT w/ NUT AND WASHERS 90 8 07/8" HOLE TO ACCEPT 03/4" ANCHOR BOLT 91 8 01/2" HOLE TO ACCEPT 03/8" BOLT 93 4 01/4" DRAIN HOLE w/ SHADOW MESH 95 AS REO'D CONCRETE 96 AS REO'D CMU CAP 97 AS REQ'D CMU BLOCK 98 AS REO'D BRICK 99 2 ELECTRONIC MESS PROJECT: SANFORD, FL LOC. #: 6970 TITLE: SIGN CONSTRUCTION JOB # APPROVED BY / DATE E". MGR.: l• •Z- DRAWN: CR OPR MGR.: ATE: 09/30/02 PROD. MGRCALE: IF AS NOTED s"- EsMGRILE: WAL0645A SHEET a S2 of 4 3'-6" NOTE: PROVIDE A MINIMUM OF 30" OF COILED WIRE TO ALLOW FOR BALLAST REMOVAL WHEN SERVICING IT. FRAMING/LAMPING - SCALE: ' 2"=,•—O' qREF- # WELC B DETAIL REVISION S No. DATE: BY: DESCRIPTION P. SCALE: 3"=1'-0" 'I DETAILREF. DRAWINGS ARE THE EXCLUSIVE PROPERTY OF ICON IDENTITY SOLUTIONS INC., ANY UNAUTHORIZED USE OR DUPLICATION IS NOT PERMITTED. 2 1/4' N OEM 2 1/4' O 22 aD 21 1/2" u 3/4" 31 N 2 72 2 70 21 " n REF SCALE- HALF 2 SECTION IRE L 1'-0' BREF O 1418 ELMHURST RD. Roon- ELK CROVE VILLAGE ILLINOIS 60007 Identity Solutions ENGINEERING DRAWING PROJECT: AV SANFORD, FL LOC. #: 6970 TITLE: SIGN CONSTRUCTION JOB # APPROVED BY / DATE ENM. IAGR.: L DRAWN: GR OPR MOR.: DATE: 09/30/02 PROJ.IAGR. SCALE: AS NOTED SALES mGR.: FILE: WAL0645AISHEET S3 of 4 BACK BOTTOM VIEW NOTE: v HIDDEN LINES NOT SHOWN IN BOTTOM VIEW FOR CLARIETY o°o 0000000o0popp— 000000 10 q 0o 00oo p0ppo o0011 ep p° 0.250 GAP - do I ELECTRONIC READER BOARD MOUNTING DETAILS REVISIONS No. DATE: BY: DESCRIPTION DRAWINGS ARE THE EXCLUSIVE PROPERTY OF ICON IDENTITY SOLUTIONS INC., ANY UNAUTHORIZED USE OR DUPLICATION IS NOT PERMITTED. O 1418 ELMHURST RD. Rcon. ELK GROVE VILLAGE ILLINOIS 60007 Identity Solutions ENGINEERING DRAWING 00 NOTE: PAINT ALL EXPOSED HARDWARE TO MATCH MEDIUM BRONZE PRE COAT ALUMINUM 3/32"0 ON 5/32" CENTERS STAGERED 050" THK. MILL FINISHED ALUM N.T.S.) 32"0 ON 5/32" CENTERS AGGERED .050" THK. MILL iHED ALUMINUM (4 SIDES) N.T.S.) 8 HEX SCREW 050" THK MEDIUM BRONZE PRE COAT ALUMINUM SIDES SIDE VIEW CUT 1"0 CLEARENCE HOLES IN TOP AND BOTTOM PANELS FOR 5/16" HEX MOUNTING BOLTS 8 HEX SCREW 3" LOOVERS BACKED UP 5" SO TUBE 05/16" BOLT (TYP) 2" X 2- X 1/4- STEEL MOUNTING ANGLE FIELD DRILL AND TAP 5" SO TUBE FOR 5/16"0 THREAD OR FIELD WELD ANGLE IN PLACE EXISTING 2" X 2" X 1/4" ALUM ANGLE WELDED TO PERIMETER BACK OF SIGN WITH NYLON MESH HITECH ELECTRONIC SIGN ENCLOSURE 1.375 STDS9 X 120 VAC @ 12 AMPS SINGLE/PH PER DISPLAY 050" THK MEDIUM BRONZE WEIGHT: 180 LBS APPROX PER DISPLAY PAINT: #3 R !E FI PRE COAT ALUMINUM MAT'L: 1/8" THICK ALUM. FORMED AND WELDED. SECTION . REV4 PROJECT: SANFORD, FL LOC. #: 6970 TITLE: E.M.U. CONSTRUCTION JOB # APPROV BY / DATL ENGR. MGR. DRAWN: CR OPR MGR. DATE: 09/30/02 PROJ MGR SCALE AS NOTED SALES MGR.: FILE: WAL0645A SHEET a S4 of 4