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240 N Entrance Rd 98-001739 Sprinklers
c y CITY OF SANFORD, FLORIDA - APPLICATTON_,FOR BUILDING PERMIT - PERMIT ADDRESS .V T/,. -y CE S a gV PERMIT NUMBER LP 1_3 Total Contract Price of Job /!Z q o a Describe Work _ ,CeeS �-�',� Type of Construction 7 Number of Stories / Number of Dwellings Occupancy: Residential Total Sq. Ft. _Zn , 00 D Flood Prone (YES) (NO) Zoning Commercial &i Industrial LEGAL DESCRIPTION (please attach printout from Seminole County) TAX I.D. NUMBER OWNER _ ADDRESS CITY TITLE HOLDER ADDRESS CITY (IF OTHER THAN OWNER) BONDING COMPANY ADDRESS CITY ARCHI ADDRE CITY STA STATE STATE NUMBER f ZIP ZIP ZIP MORTGAGE LENDER ADDRESS CITY STATE ZIP CONTRACTOR / O G , PHONE NUMBER gQ¢..77/ -4400 ADDRESS / s �T /0e ST LICENSE NUMBER644t0?a",Jrs CITY STATE FL ZIP 32x73 Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL, PLUMBING, MECHANICAL, SIGNS, POOLS, ETC. OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. A COPY OF THE RECORDED COPY OF THE NOTICE OF COMMENCEMENT WILL BE POSTED ON THE JOB SITE WITH PERMITS NO LATER THAN SEVEN (7) DAYS AFTER THE PERMIT HAS BEEN ISSUED. FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOU PAYING TWICE FOR THE IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. CCEPTANCE OF PERMIT IS VERIFICATION THAT I WILL NOTIFY THE OWNER OF THE PROPERTY OF HE REQUIREMENTS OF FLORIDA LIEN LAW, FS713. H 'U Z s Application Approved BY: Date: FEES: Building RZLW. Radon Police Fire .� Open Space Roa Impact Application PERMIT VALIDATION: CHECK CASH DATE BY ORIGINAL (BUILDING) YELLOW (CUSTOMER) PINK (COUNTY TAX OFFICE) GOLD (CO. ADM] **** THIS APPLICATION USED FOR WORK VALUED. $2500.00 OR MORE 0 O Signature of Owner/Agent & Date Signature of Contractor & Date 0: 11< 454PA14PIO l o0LC_ ~ G Z Type or Print Owner/Agent Name Type r Print ontractor's Name o x 3 i, yam• Signature of Notary & Date Signature of Notary & nAte (Official Seal) / PA A Nc-a,v M,_ s Application Approved BY: Date: FEES: Building RZLW. Radon Police Fire .� Open Space Roa Impact Application PERMIT VALIDATION: CHECK CASH DATE BY ORIGINAL (BUILDING) YELLOW (CUSTOMER) PINK (COUNTY TAX OFFICE) GOLD (CO. ADM] **** THIS APPLICATION USED FOR WORK VALUED. $2500.00 OR MORE .! r CITY OF SANFORD FIRE DEPARTMENT FEES FOR SERVICES PHONE #: 407-302-1091 DATE: 6 5 PERMIT #:(q1 ' 3 BUSINESS NAME: T3Ge415 ' I L Vt n% ADDRESS:ZrD0 / j , GfJ(j—gA1CL— 6L%jt'% PHONE NUMBER PLANS REVIEW BURN PERMIT ❑ TANK PERMIT ❑ AMOUNT TENT PERMIT ❑ REINSPECTION ❑ FIRE SYSTEM .Fo-- RNM COMMENTS:-!�-� 00 PL-4';Zf Fees must be paid to Sanford Building Department, 300 N. Park Avenue, Sanford, Florida. Phone # 330-5656. Proof of payment must be made to Sanford Fire Prevention before any further services can take place. I certify that the above information is true and correct and that I will comply with all applicable codes and ordinances P of the City of Sanford, Florida. / � � /,9 ';;�& — Sanfor it Prevention Applicants Signature September 24, 1998 City of Sanford Building Department 300 North Park Avenue Sanford, Florida 32772 RE: Sanford, FL Books -a -Million To whom it may concern: This is to certify that the floor slab elevation at the above referenced job meets or exceeds the requirements of specification sections 6-7 of the City of Sanford code. If you have any questions or comments, please call. Very Truly Yours, The Stewart/Perry Company, Inc. r R. David Brown Vice President RDB/lt cc: File 600 LUCKIE DRIVE. SUITE 200 P.O. BOX 530070 135253-00701 BIRMINGHAM. ALABAMA 35223 205 414-6000 FAX 205 414-6020 Notary�4;e6� My commission expires:v 7 00/ 12-14-98 02:42PM TO 914073305677 P001/0011 September 24, I "S City of Sanford Building Department 300 North Park Avenue Sanford, Florida 3277Z RE: Books -a -Million Sanford, Florida To whom it may concern: This is to certify that the floor slab elevation at the above rcfcrenced job meets or excecds the requirements of specification sections 6-7 of the City of Sanford code. If you have any questions or comments, please call. Very truly yours, The Stewart/Perry Company, Inc. R. David Brown Vice President ROB/It CC: file 600 LUCKIE pRIVE. SUITE 200 r.o. Boa 5300101)3333.00701 BIRMINGHAM. ALABAMA 33223 205 616.6000 FAX 205 115.6020 Notary s:4f ' Zx4u.' My commission expires: / 0 -'J-'7'0 I Q %-, Cr ao'i sso-Sb56 ROUTING MEMO TO: Name Depaement or Organizational Coe ACIwn Ininela and Date VOV ` amore Ir-1)Your Information Sfl mhrDeR Ed --P -Di-r- 1/10 2. Approval 6. As Requested Imlease R ply Recommendations 3. Please See Me 7. Please File 11. See "Remarks" 14. Read and Pass On ACTION: 4. Please Cell Me 8. Note and Return 12. Re Our Conversation Ir-1)Your Information 5. Please Handle 9. Signature 13, Your Comments or 2. Approval 6. As Requested Imlease R ply Recommendations 3. Please See Me 7. Please File 11. See "Remarks" 14. Read and Pass On REMARKS (Use Reverse Side for More Space) AOO W, Lh�rRrice �� oo�s A (vl��lta� P S O �-e ra +1 n q t� t+k o uf- e C1t7 w PtS rz?j Pc,�P4 cLue your YeCory) mptidaFlckPct) CODE En--(�:trcf-(1 en+ Prc-Ian m``1y be/I-e fid, i,_east Y-HSPan4 wl-+- 1 Terl'InPn+ G jnyvrmft �lOh I DATE 2'j1�S1 r .. ... . .i. . •' .. �. � •-..... .. _.... +.. ..«. «•..5.'ti ...rte—.�..... �..: �•. .. ...... •..�._«. GERTIFlGATE OF OCCUPANCY ADDENDUM OWNER: ©a(TS ~� `/f CG,o - i w,•✓� C5,•75,1, ADDRESS: 200 n7/f k a 2 7rf DATE:_ to/5-1,1' REASON FOR DISAPPROVAL. /vc C/tR r,v S a n/ U�}C `7 h 7 S .() v�N-7,/ /1 S 7 Na .r CCH6 /"7f7/"A 1304 IV6&45 `70 19C' C/Y,9NG�6 CONDITIONAL AGREEMENT: FIRE DEPARTMENT PUBLIC WORKS UTILITIES ENGINEERING ROUTING MEMO TO: Name Department or Organizational Code Action Initials and Dale AU 7 fyiimrL 0+i l .-Dt2 to 13. Your Comments or J -N MarDeR Ed -P DI r- �o Recommendations 3. Please See Me 7. Please File 11. See "Remarks" 14. Read and Pass On DATEC... ACTION: 4. Please Call Me 8. Note and Return 12. Re Our Conversation 1 Your Information 5. Please Handle 9. Signature 13. Your Comments or 2. Approval 6. As Requested a)!Iease R ply Recommendations 3. Please See Me 7. Please File 11. See "Remarks" 14. Read and Pass On REMARKS (Use Reverse Side for More Space) foo N, �nkrRn�e�� �oa�SA M11,�,avl I S O-era+1VIIwtThou, R C/O , e C1L) e l�Pc� c�ue `�II,11 you\\r �c(�l'S. Y e comyrlP(ld 0--konS .bee f}ttflckea) -3::7-F t1 ley 1 A-Ve n"ot oo mP I I e d y e i— CO-DC Cn-i rc Pmea+ PrCTLO n rn to y be/ regv)Aj, G qD�eaS� reSP�nc� W't%� Jeri Inr r� J jnyvrmH-�tOh DATEC... ® 4 CERTIFCATE OF OCCUPANCY ' REQUEST FOR FINAL INSPECTION DATE OF C.O.: I (�_ 1- 9 ( CONTRACTO CHECK BELOW THE TYPE OF Commercial Interior Remodel: Commercial Addition/Alterations: New Commercial: i✓ New Industrial: New Single Family Residence:_ New Multiple -Family Residence:_ New Apartments: New Hotel: C.O. """"""The Building Dept. Has prepared a certificate of occupancy for the above location and is requesting a final inspection by your department. After your inspection, please contact the Building Dept. To sign -off on the C.O., or submit an addendum if it has been denied. Your prompt attention will a appreciated. Th►ank you. �- � 31 �1 . vv%k b-e�s ENGINEERING: ✓���� rj �P+�P`1� 1 t,ardscae . FIRE DEPARTMENT: PUBLIC WORKS: 6). dal -� �-°� Li `� K+s kw5 UTILITIES/CROSS CONNECTION: ZONING : i, 7) • C�CGN �t+t "QAa4r f tOf 40 N"We N • - k 'i;- LA 6 c� raNce doV-e ;R_0t--A, etas+rvc,+or+cn k_ntW of Trc�F 2� krGftS of G0tis4ruC.+1a(-j hCA b2 %lotiZ-ed ow P.P_Aes4rlarj +rmArtc, �, slavers ► ,„� rs� s -Fare 4-o b e corp- 3R.i C� ar 5 of �e e5 �ria� US -'e.. 1- e` CERTIFCATE OF OCCUPANCY ' REQUEST FOR FINAL INSPECTION DATE OF C.O.: ADDRESS: 2(L CONTRACTOR: P -CA A-4 r CHECK BELOW THE TYPE OF C.O. Commercial Interior Remodel: Commercial Addition/Alterations: New Commercial: New Industrial: New Single Family Residence:_ New Multiple Family Residence:_ New Apartments: New Hotel: A 4� .... *'**""The Building Dept. Has prepared a certificate of occupancy for the above location and is requesting a final inspection by your department. After your inspection, please contact the Building Dept. To sign -off on the C.O., or submit an addendum if it has been denied. Your prompt attention will be appreciated. Thank you. ENGINEERING: FIRE DEPARTMENT: VWF 6(4 PUBLIC WORKS: Vou UTILITIES/CROSS CONNECTION: \1 ZONING : II mal, CERTIFCATE OF OCCUPANCY ' REOUEST FOR FINAL INSPECTION DATE OF C.O.: 16-1-qx ADDRESS: �l 60 10(* - W) �m �71'c�rc� LcJ CONTRACTOR: CHECK BELOW THE TYPE OF C.O. Commercial Interior Remodel: Commercial Addition/Alterations: New Commercial: (� New Industrial: New Single Family Residence:_ New Multiple Family Residence:_ New Apartments: New Hotel: "•'•**'***The Building Dept. Has prepared a certificate of occupancy for the above location and is requesting a final inspection by your department. After your inspection, please contact the Building Dept. To sign -off on the C.O., or submit an addendum if it has been denied. Your prompt attention will be appreciated. Thank you. ENGINEERING: FIRE DEPARTMENT: PUBLIC WORKS: 1�?l7 ��100. b0 } ���aL�B 13P�ig-rl3�j UTILITIES/CROSS CONNECTION: ZONING : 'eG'd 0,, /0^Z -9S 3:30s y J f Y � < �4 � �SS r r 1 ROT a 4, • 6'_ inti - e a _ r.:�_ ti `logF� .( ` m tib 0 CV!, --- - _ t ; - i kAl- t�M1 ti `logF� .( ` m tib 0 CV!, --- - _ t ; - i CERTIFCATE OF OCCUPANCY ' REQUEST FOR FINAL INSPECTION DATE OF C.O.: i ) - I- 15 l ADDRESS: a 00 m6 4hWC--4nrQ ZJ CONTRACTOR: �T/ J �iY/ T IVy �/✓ �A . CHECK BELOW THE TYPE OF Commercial Interior Remodel: Commercial Addition/Alterations: New Commercial: New Industrial: New Single Family Residence:_ New Multiple Family Residence:_ New Apartments: New Hotel: L1. V. "**"******The Building Dept. Has prepared a certificate of occupancy for the above location and is requesting a final inspection by your department. After your inspection, please contact the Building Dept. To sign -off on the C.O., or submit an addendum if it has been denied. Your prompt attention will a appreciated. Tank you. ENGINEERING: ✓ 5 i'P `I p� t j► ,c ?4e . FIRE DEPARTMENT: l� ��1q �� PUBLIC WORKS: fj�, �Oi( k -L U04 L"I 1 K+S ki.L)5 + UTILITIES/CROSS CONNECTION: �` ZONING: �� , 7)' CleGra Ste n�a �dAsler f toir I,v r,,o,,e L,)c� k sLA e d c� "W C . G,� -�� FF ► � , dove �20� elos�rvc.+�Mcn �cu� o� 2� pire*s of, &,t ruc; io� no��c� be blot lze� o�F C -(a P.e d.e.Or IA tj }rek O 1 e ,Par k.,-ej Lo 4 Sent 8y: PRP0IER FIRE PnOTECT:ON INC; 1,1 90477'8992; Sep -17-98 22:49; Page i!2 ESCRIPTIONAND OPERATION BXTENLYED COVERAGE LIGHT HAZARD AUTOMATICSPRINKLERS MODEL JN BULB SPRAY SERIES .PENDENT The Globe Model JN Extended Coverage Pendent Sprin- kler for Light Hazard occupancies is a low profile yet durable design which utilizes a 5mm frangible glass ampule as the thermosensitive element. While this sprinkler provides an aesthetically pleasing appearance, it serves to protect various areas oflighthazardoccupancy, This sprinkler series is available in four temperature ratings and several finishes to meet many varying design requirements. The heart of Globe's Model JN sprinkler proven actuating assembly is a hermetically sealed frangible glass ampule that contains a precisely meawred amount of Auld. When heat is absorbed, the liquid within the bulb expands increasing the internal pressure, At the prescribed temperature the internal pressure within the ampule exceeds the strength of the glass causing the glass to shatter. This results in water discharge which is distributed In a pattern dependent upon deflector styl used. TECHNICAL D.4TA Patent Pending. See reverse side for Approvals and Specifications. Temperature Rating- 1357 (57'C), ISS'F(6wiz), 175-F (74°C), 200-F (93-C). Water Working Pressure hating - 175 psi (1207 kPa). Factory tested hydrostatically to 500 psi (3448 kPa). Maximum low temperature glass bulb rating is -67'F (-55'C). Frame - bronze Deflector - brass Screw - brass Bulb seat - engineering plastic O-ring - silicone Bulb - glass with glycerin solution, Smm. Escutcheon Assembly - steel EXTENDED COVERAGE PENDENT RECESSED EXTENDED COVERAGE PENDENT SPIUNKLER TEMPERATURE RATING/CLASSIFICATION and COLOR CODING CLASSIFICATION AVAILAALE AULe N.F.P.A. MAXIMUM SPRINKLER TEMPERATURES COLOR CEILING TEMPERATURE ORDINARY 135'F/IS5'F STC/68'C ORANGE/RED 100'F 3e1C INTERMEDIATE 17S'F/='F 791C/93'C YELLOW/GREEN ISO'F 66'C 4077 AIRPARK DRIVE STANDISH, MICHIGAN 48658 S 17.846.IS83 a FAX S 17.&(6-231 APRIL 1994 A.I C.Ai UNIVERSAL Project No. 19922-001-01 ENGINEERING SCIENCES Report No. 24676 Consultants In: Geotechnical Engineering - Environmental Sciences • Date: August 24, 1998 Construction Materials Testing - Threshold Inspections 3532 Maggie Blvd. a Orlando, FL 32811 • (407) 423-0504 s FAX (407) 423-3106 REPORT ON SITE INSPECTION Client: Stuart and Perry Company Attn: Mr. David Brown 600 Luckie Drive, Suite 200 Birmingham, Alabama 35223 Project: Books A Million, Seminole Town Center, Seminole County, Florida Scope of Field Work: Steel Inspection, Permit No. 98-1739 Date Inspected: 08/18/98 Inspected By: T.C. Total Time on Project: 1.5 hrs. OBSERVATIONS: Inspecting: N/S Travel Time: .5 hrs. Testing: N/S On August 18, 1998, a representative of Universal Engineering Sciences (UES) was present at the above project site as requested to perform the referenced work. Structural Steel - 05120 The General Contractor Called for Final Steel Inspection Deficiencies Noted 1) Bridging not terminated at precast panels or steel beams as required by approved plans. 2) Where bridging has been removed at roof access hatch and RTU's, needs to be reinstalled at next available panel point in joist. 3) At south precast panel wall on west end, bolts that hold the bridging termination clips to precast panel is in loose condition. 4) Angle connecting precast panels in southwest corner is not welded. - 5) South wall at Column Line 3.3, bridging is not welded to termination clip. - 6. Section one on Sheet S-4 shows (4) four 314 inch A-325 belts at girder to column connections. and many- throughout the building are not installed as required. - 7) At south precast panel wall at the east end, no bolts have been installed in bridging termination clips as required by approved plans. _ 8) 3/4 inch A-325 bolts in canopy at front of building are too short and do not have full nut engagement: _ A reinspection is required when scheduled. ;c: Client (2) Reviewed B Stuart and Perry Company (1) Univers En i eri g Sciences-, Inc. (physical address) - 1 - red J - Deo Etit-'l Construction Services STATE Registered Pr -s nal Engineers No.. 38818 ,m Registered Speci I spectors No. 907. UNIVERSAL Project No. 19922-001-01 ENGINEERING SCIENCES Report No. 22794 Consultants In: Geotechnical Engineering - Environmental Sciences • Date: August 10, 1998 Construction Materials Testing - Threshold Inspections 3532 Maggie Blvd. • Orlando, FL 32811 • (407) 423-0504 • FAX (407) 423-3106 REPORT ON SITE INSPECTION Client: Stuart and Perry Company Attn: Mr. David Brown 600 Luckie Drive, Suite 200 Birmingham, Alabama 35223 Project: Books A Million, Seminole Town Center, Seminole County, Florida Scope of Field Work: Metal Roof Deck Inspection - Permit No. 98-1739 Date Inspected: 08/07/98 Inspected By: T.C. Travel Time:' .5 hrs. Total Time on Project: 4 hrs. Inspecting: N/S Testing: N/S OBSERVATIONS: On August 07, 1998, a representative of Universal Engineering Sciences (UES) was present at the above project site as requested to perform the referenced work. METAL ROOF DECK - 05300 Metal Roof Deck: Column Lines 0.8 - 5.9 (A -D), Sheet S2 1-1/2 inches x 22 gauge Type B, painted deck with 5/8 inch puddle welds 12 inches on center at intermediate and 6 inches on center around perimeters and roof openings and five No. 10 Tek screws per span at side laps. Deficiencies Noted - 1) Welds missed in many areas (Painted) 2) Screws missed in many areas {Painted - 3) No bearing for deck at west wall and at RTU opening by east wall (North Side) Reinspection required when scheduled. - cc: Client (2) Stuart and Perry Company (1) (physical address) mm eviewed By, Un€v _ _ 911W �t _.:Depa STATE Registere r Registered Sp neering Sciences, Inc. et, *P. 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NC71-3iCdd 3dId bKh33d :Ag}ueS UNIVERSALProject No. 19922-001-01 ENGINEERING SCIENCES Report No. 22767Date: August 10, 1998 Consultants In: Geotechnical Engineering • Environmental Sciences • Construction Materials Testing • Threshold Inspections 3532 Maggie Blvd. • Orlando, FL 328.11 • (407) 423-0504 • FAX (407) 423-3106 , REPORT ON SITE INSPECTION Client: Stuart and Perry Company Attn: Mr. David Brown 600 Luckie Drive, Suite 200 Birmingham, Alabama 35223 Project: Books A Million, Seminole Town Center, Seminole County, Florida Scope of Field Work: Anchor Bolt Inspection - Permit No. 98-1739 Date Inspected: 08/03/98 Inspected By: T.C. Travel Time: .5 hrs. Total Time on Project: 1.5 hrs. Inspecting: NIS Testing: NIS OBSERVATIONS: On August 03, 1998, a representative of Universal Engineering Sciences (UES) was present at the above project site as requested to perform the referenced work. STRUCTURAL STEEL - 05120 Anchor Bolts for Canopy Framing: The UES representative observed the reinstallation of the anchor bolts. Due to a delay of erection crew removing structural steel beams, columns and weather, completion of this job was not possible. Reinspection is required when rescheduled. cc: Client (2). Stuart and Perry Company (1) _ . (physical. address) mm Reviewed By, Uni/vesal g ,e�ering Sciences, Inc. Fre E. Depart t r - Construction Services STATE A Register d Prof tonal Engineers No. 38818 Registered Special nspectors No. 907 UNIVERSAL Project No. ENGINEERING SCIENCES Report No.Date: Consultants In: Geotechnical Engineering • Environmental Sciences • Construction Materials Testing • Threshold Inspections 3532 Maggie Blvd. • Orlando, FL 32811 • (407) 423-0504 • FAX (407) 423-3106 REPORT ON SITE INSPECTION Client: Stuart and Perry Company Attn: Mr. David Brown 600 Luckie Drive, Suite 200 Birmingham, Alabama 35223 Project: Books A Million, Seminole Town Center, Seminole County, Florida Scope of Field Work: Steel Inspection - Permit No. 98-1739 19922-001-01 22775 August 10, 1998 Date Inspected: 08/03/98 Inspected By: T.C. Travel Time: .5 hrs. Total Time on Project: 3 hrs. Inspecting: NIS Testing: NIS OBSERVATIONS: On August 03, 1998, a representative of Universal Engineering Sciences (UES) was present at the above project site as requested to perform the referenced work. STRUCTURAL STEEL - 05120 Roof Framing: Column Lines 1 (A -D), and Column Line 2 (A -D) Sheet S2 Bar joists with 118 inch x 2 inch welds, both sides of joist seat. All were per project plans, specifications and applicable codes. Deficiencies. Noted 1) Bridging termination clips on pre -cast panels incomplete. , 2) W14 x 22 beam along Column Line 1 at Sports Authority common wall and pre -cast panel 114 inch plate. needs to be welded from beam to pre -cast panel. Engineer of Record letter with approved -fix required..- Will. reinspect when rescheduled. cc: Client (2) Reviewed By, Stuart and Perry Company (1) Universal Engineering Sciences, Inc. (physical address) red J. ch er E. D a e - Construction Services ST F A Registered) r s onal Engineers No. 38818 nm Registered S e ial nspectors -No. 907 t UNIVERSAL Project No. 19922-001-01 ENGINEERING SCIENCES Report No. 21848 Consultants In: Geotechnical Engineering • Environmental Sciences • Date: August 4, 1998 Constructlon Materials Testing • Threshold Inspections 3532 Maggie Blvd. • Orlando, FL 32811 • (407) 423-0504 0 FAX (407) 423-3106 REPORT ON SITE INSPECTION Client: Stuart and Perry Company T.C. Attn: Mr. David Brown N/S 600 Luckie Drive, Suite 200 Inspecting: Birmingham, Alabama 35223 Project: Books A Million, Seminole Town Center, Seminole County, Florida Scope of Field Work: Steel Inspection Date Inspected: 07/31/98 Inspected By: T.C. Travel Time: N/S Total Time on Project: 3.0 hrs. Inspecting: NIS Testing: NIS OBSERVATIONS: On July 31, 1998, a representative of Universal Engineering Sciences (UES) was present at the above project site as requested to perform the referenced work. Structural Steel - 05120 Roof Framing: Column Line 3 (B -D) Sheet S2 Bar joists bearing and welds per plans and specifications. -Deficiencies Noted 1) Welding certifications previously requested are not on job site as specifications require. 2) Bottom.cord -bracing still welded at joist and girder before roof load on. Not per plans and specifications. 3) Tie joist at -Column Line 3 "B" and "C" do not have required bearing. Engineer of record required to design approved fix for this -condition.- Reinspection Required cc: Client- (2) Stuart and Perry Company (1) (physical address) mm Reviewed By, Univers �rt'E�igirAering Sciences, Inc. ' - � lI //1 Fred c m , P.E. Deparl� n ger - Construction Services STATE '� IDA Registered Pr , sional Engineers No. 38818 Registered Sp` i Inspectors No. 907 �. 1 � � � S t � � � r r � ;' �r � I � y _ • '..: � _ r, �� .\.: :� � �. .,• -,. [ElUNIVERSAL Project No. 19922-001-01 ENGINEERING SCIENCES Report No. 21743 Consultants In: Geotechnical Engineering • Environmental Sciences • Date: August 3, 1998 Construction Materials Testing • Threshold Inspections 3532 Maggie Blvd. • Orlando, FL 32811 • (407) 423-0504 • FAX (407) 423-3106 REPORT ON SITE INSPECTION Client: Stuart and Perry Company Attn: Mr. David Brown 600 Luckie Drive, Suite 200 Birmingham, Alabama 35223 Project: Books A Million, Seminole Town Center, Seminole County, Florida Scope of Field Work: Steel Inspection Date Inspected: 07/29/98 Inspected By: T.C. Travel Time: .5 hrs. Total Time on Project: 1.5 hrs. Inspecting: N/S Testing: N/S Permit No. 98-1739 OBSERVATIONS: On July 29, 1998, a representative of Universal Engineering Sciences (UES) was present at the above project site as requested to perform the referenced work. Structural Steel - 05120 Roof Framing: Column Lines 4-6 (B -D) Sheet S2 (Reinspection Required) The UES representative inspected the bar joist bearing and welds for above referenced area. Bar joists bearing on precast panels were not welded and the welds had not been chipped and cleaned where bar joists was bearing on girders. According to Detail No. 5 on S4 for bottom cord bracing from joist to girder bracing was not to be welded before dead load was applied to roof. Both ends of bracing have been -welded. The superintendent for Stewart Perry is aware of this problem and will address with the engineer. cc: Client (2) Stuart and Perry Company (1) (physical address) mm Reviewed -By, _Univepal—n nee --%I- (. I. A.", . 11 Sciences, Inc. P.E. oepae�t �v�a er -Construction Services STA1�E O i i0 DA RegistereProf s ional Engineers No. 38818 Registered Special Inspectors No. 907 • ..n : ' .. .� ,.. , _. ,, . -� -- .� �. f ' - 1 i \^ .�� � +' � + - l .� UNIVERSALProject No. 19922-001-01 ENGINEERING SCIENCES Report No. 21761 Consultants In: Geotechnical Engineering - Environmental Sciences - Date: August 3, 1998 Construction Materials Testing - Threshold Inspections 3532 Maggie Blvd. • Orlando, FL 32811 • (407) 423-0504 • FAX (407) 423-3106 REPORT ON SITE INSPECTION Client: Stuart and Perry Company Attn: Mr. David Brown 600 Luckie Drive, Suite 200 Birmingham, Alabama 35223 Project: Books A Million, Seminole Town Center, Seminole County, Florida Scope of Field Work: Structural Steel (Reinspection) Date Inspected: 07/30/98 Inspected By: T.C. Travel Time: .5 hrs. Total Time on Project: 2.5 hrs. Inspecting: N/S Testing: N/S Permit No. 98-1739 OBSERVATIONS: On July 30, 1998, a representative of Universal Engineering Sciences (UES) was present at the above project site as requested to perform the referenced work. Structural Steel - 05120 Roof Framing: Column Line Nos. 4-6 (B -D) Sheet S2 The UES representative reinspected the bar joist bearing and welds. Bearing verified per plans and specifications. Welds 3/16 inches x 2 inches fillet welds were per plans and specifications and applicable AWS D1.1 Codes. -Deficiencies Noted 1) Requested welding certifications for all welders working on the job site. _ 2) Bottom cord bracing as detailed on 5/54 is still welded at*bothends. Erector has been told by the Stewart Perry superintendent to cut one end loose and the erector has failed to comply. - cc: Client (2) Stuart and Perry Company (1) (physical address) nm Reviewed By,J eUniv-intnring Sciences, Inc. i FredI-Sigh zer, E. Depaltm 4 nag - Construction Services STATE OF UORI A e Registered rofes nal Engineers No. 38818 Registered Special Inspectors No. 907 !3 UNIVERSAL Project No. 19922-001-01 ENGINEERING SCIENCES Report No. 23847 Consultants In: Geotechnical Engineering - Environmental Sciences - Date: August 18, 1998 Construction Materials Testing - Threshold Inspections 3532 Maggie Blvd. • Orlando, FL 32811 • (407) 423-0504 • FAX (407) 423-3106 REPORT ON SITE INSPECTION Client: Stuart and Perry Company Attn: Mr. David Brown 600 Luckie Drive, Suite 200 Birmingham, Alabama 35223 Project: Books A Million, Seminole Town Center, Seminole County, Florida - Scope of -- - - - Field Work: Metal Roof Deck Reinspection, Permit No. 98-1739 Date Inspected: 08/10/98 Inspected By: T.C. Travel Time: .5 hrs. Total Time on Project: 1.5 hrs. Inspecting: NIS Testing: N/S OBSERVATIONS: On August 10, 1998, a representative of Universal Engineering Sciences (UES) was present at the above project site as requested to perform the referenced work. Metal Roof Deck - 05300 Metal Roof Deck: Column Lines 0.8-7 (A -D), Sheet S2 (Entire Roof) The above referenced area was reinspected and deficiencies were resolved as follows. Report dated 08/07/98 by Terry Chissoe: 1) Welds complete 2) Screws installed per plans 3) Deck bearing repaired Decking, welds and lap screws were per plans and specifications. No deficiencies notes. cc: Client (2) RevieweSLByl Stuart and Perry Company (1) Univ al i ing Sciences, Inc. (physical address) ✓ i r Fr d J. c r E. - Construction Services STA F F I Registere ofe nal Engineers No. 38818 mm Registered Special I pectors No. 907 I Project No. 19922-001-01 Report No. 26697 INEERING SCIENCES Date: September 8, 1998 ants ln: Geotechnical Engineering • Environmental Sciences • lion Materials Testing • Threshold Inspections 3532 Maggie Blvd. • Orlando, FL 32811 • (407) 423-0504 • FAX (407) 423-3106 REPORT ON SITE INSPECTION Client: Stuart and Perry Company Attn: Mr. David Brown " 600 Lucie Drive, Suite 200 Birmingham, Alabama 35223 Project: Books A Million, Seminole Town Center, Seminole County, Florida - Scope of Field Work: Final Steel Inspection, Permit No. 981739 Date Inspected: 09/01/98 Inspected By: T.C. Total Time on Project: 2 hrs. OBSERVATIONS: Inspecting: NIS Travel Time: .5 hrs. Testing: N/S On September 01, 1998, a representative of Universal Engineering Sciences (UES) was present at the above project site as requested to perform the referenced work. Structural Steel: 05120 The UES representative carefully reviewed all available UES steel inspection field reports. Reports revealed that all deficiencies noted has been resolved, bringing work into compliance with approved plans and specifications. Reports dated 08/03/98 and 08/04/98 by T. Chissoe, requested response from Engineer of Rerd to resolve s work completed problems (see attached). Engineer of Record responded and the work was performed andinspection as required. Work has been completed in compliance with approved plans and specifications to the best of my knowledge. cc: Client (2) Revi Stuart and Perry Company (1) U ivring Sciences, Inc. (physical address) -ft" Attachments (2) Fr c I , P.E. Depart en er - Construction Services STAT OF DA Registered Pro s ional Engineers No. 38818 Registered Special Inspectors No. 907 -nm UNIVERSAL Pro'JectNo. ENGINEERING SCIENCES Report No. Consultants In: Geotechnical Engineering • Environmental Sciences - Date: Construction Materials Testing - Threshold Inspections 3532 Maggie Blvd. • Orlando, FL 32811 • (407) 423-0504 9 FAX (407) 423-3106 REPORT ON SITE INSPECTION Client: Stuart and Perry Company Attn: Mr. David Brown 600 Luckie Drive, Suite 200 Birmingham, Alabama 35223 Project: Books A Million, Seminole Town Center, Seminole County, Florida Scope of Field Work: Steel Inspection, Permit No. 98-1739 Date Inspected:* 08/28/98 Inspected By: T.C. Total Time on Project: 2.5 hrs. Inspecting: NIS OBSERVATIONS: 19922-001-01 25747 August 31, 1998 Travel Time: NIS Testing: NIS On August 28, 1998, a representative of Universal Engineering Sciences (UES) was present at the above project site as requested to perform the referenced work. Structural Steel: 05120 Reinspection of deficiencies noted on report dated 08/24/98 by T. Chissoe with UES. Deficiency No. 1, concerning high strength bolts resolved. Bolts torques per specifications. Deficiency No. 2, concerning bottom chord bracing resolved, installed and welding per plans. Deficiency No. 3, bracing at roof frame openings installed per plans and specifications. No deficiencies noted. cc: Client (2) Stuart and Perry Company (1) (physical address) Inm Reviewed By, Universal Engineering Sciences, Inc. Fred Uc=liP.E. QeDaer - Construction Services Regist d f sional Engineers No. 38818 Register , p Inspectors No. 907 n'� : � - �� � ... - . 1� UNIVERSALProject No. 19922-001-01 ENGINEERING SCIENCES Report No. 25753 Consultants In: Geotechnical Engineering • Environmental Sciences - Date: August 31, 1998 Construction Materials Testing - Threshold Inspections 3532 Maggie Blvd. • Oriando, FL 32811 * (407) 423-0504 • FAX (407) 423-3106 REPORT ON SITE INSPECTION Client: Stuart and Perry Company Attn: Mr. David Brown 600 Luckie Drive, Suite 200 Birmingham, Alabama 35223 Project: Books A Million, Seminole Town Center, Seminole County, Florida Scope of Field Work: Steel Inspection, Permit No. 98-1739 Date Inspected:. 08/24/98 Inspected By: T.C. Total Time on Project: 2.5 hrs. Inspecting: N/S Travel Time: .5 hrs. Testing: N/S OBSERVATIONS: On August 24, 1998, a representative of Universal Engineering Sciences (UES) was present at the above project site as requested to perform the referenced work. Structure Steel: 05120 Canopy Frame: Column Lines 6 -7 (A -D), Sheet S-2 Deficiencies Noted 1) 3/4 inch ASTM A325 high strength bolted beam to column connections found in loose condition. Reinspection required. 2) Bottom chord bracing on Column Line 3 between "A" and "B" not installed per plans. Reinspection required. 3) Roof frame openings as detailed on drawing 7/S4 required bracing as shown. Reinspection required. Will reinspect when rescheduled. cc: Client (2) Reviewed Stuart and Perry Company (1) Universal (physical address) RU -1 ilii F I , Inc. Dep a r onstruction Services STATE F FL Register 'Professi I Engineers No. 38818 Registered Special Inspectors No. 907 - .1' - .. ... ..- i 1�!', 'tip. - .. � .. i 98f 03�;, 998 11:26 90463667=0 ' . MCVEI GH AND MANGUM PAGE @1 Manguip fqineftt, *. Cotton Stewwan Perry Construction �Fax.. (4Q7) 324-=918 pP.b,°. (407) 3242oSQ ag": 1, including coverpggo Amt 3o 1999 Rol Bo�A-MMOA Seminole p M&M # 96520 iaze LkaY. Fxom ur co�tvCtaetiOn, e1 l was Paw1 r ceotto to tree �t without the embed into the panel t eu icient. adjacent panel. ,An 8'x8" Plate w/ -V,I,= the a of the uted Also a void vv� leR bC ' d the embaied°xy° %79.oa of the col - set into the face of the 1 be j= -1 1 S v p� 'for requi?VCL �oomant ' 3 I _Moaj oid is iy 2►'x 1 t�". Jl�done acco sem. A � �in8 to tz�eawfacturer reeomrneada�� to you earlier o tha ne $, coction oftW i f°eo a w�ald conn was v actiongut to c1 ames. line , 1 way to now slid inrequir weldfW] ha. sl sbal p that S is a beam. 9 at emb l& have a e S/!6'x8" p � height with � x PWM call if nUn reams W you have any Questions. Sincerelys, Doug Sweoney i MCVe9b � Mangum B • � �neerfng, %ac. i from tho &m of... MOV419h a iwrrourn o 00 �pwwrtn��`� minas town orjw J"kaor �, a same Fes; ( } 7'�74M ( } rm Sa4636677Q NC"JEiGH AND t414a jr-1M PAGE el FA(ilMitf a MC 8 Ma a, velgh Rgulp fR819eeHng" In( To. Larry Cotton fit: Stewart PWrY Cv Few (407) 324-191# aeon per,, o�oe: (407) 324.208o I, � Ifle Dew �,g coverpage Rot � 3, 1 998 aka-A•Af illion Seminole plan M&M # 96520 juuy� Theetas For !� 't'xg anch r ltq are as foil �+� a t� aquas. ��� utJAH a 10' p shall be Foil Fast rear � and 1�R � j;A�2 b�t°�IUW�. Fast The No of a welded cO n,,tio,, in ,lace �� �adad roc�� u�. xZ2 along i 1, p of a bolted cmec ' tron of the 11 aet,er for tilt If yon, have any questions re urai � rg the above iztf4)rmatlor4 plowcall, ( sincemy, I Doug 8w..., McVeigh . Inc. cc: U&S LOM Powas Bt MaIrW 280 -MIS - �� �� r Fron► ft dam or.., 8rrgdR �bney 0 CyOfte" Orw Ja0mvirs. RL 32M Fax. (am) is8"m UNIVERSAL ENGINEERING SCIENCES Consultants in: Geotechnical Engineering • Threshold Inspection Environmental Sciences • Construction Materials Testing September 15, 1998 Stuart and Perry Company Attn: David Brown 600 Luckie Drive, Suite 200 Birmingham, Alabama 35223 Reference: Verification Letter - Structural Steel Books A Million, Seminole Town Center, Seminole County, Florida UES ProjectNo.: 19922-001-01 UES Report No.: 27877 Dear: Mr. David Brown Offices in • Orlando • Gainesville • Fort Myers • Rockledge • St. Augustine • Daytona Beach • West Palm Beach • Jacksonville • Ocala • Tampa • Debary Universal Engineering Sciences, Inc. has completed our inspection of the structural steel connections for the Books A Million project for the following Permit No. 98-1739. VERIFICATION OF STRUCTURAL STEEL & WELDED CONNECTIONS This will verify that Universal Engineering Sciences was retained by Stuart and Perry Company to provide visual and non-destructive examination of erection of the structural steel connections (i.e. beams, columns, high-strength bolting) for the referenced project. We have employed industry standard inspection procedures to assess general compliance with the project requirements. We do not accept the guarantee of the work, no do we relieve the General Contractor of his responsibility to produce a completed project conforming to the approved project plans and specifications. To the best of our knowledge, it is our professional opinion that the structural steel connections was constructed in general compliance to the approved construction plans and project specifications. Mr. David Brown, we trust the submitted information and certifications letter will be acceptable to you. If you should have any questions, please do not hesitate to call. EERING SCIENCES, INC. 'n artAeM �MLdel-- Construction Services Registered Engin ers l\ -. 18 9S/mm Speciallnspect No. 907 3532 Maggie Blvd. • Orlando, FI 32811 • (407) 423-0504 • Fax (407) 423-3106 r• .. :� t, ,�. f September 24, 1998 City of Sanford Building Department 300 North Park Avenue Sanford, Florida 32772 RE: Books -a -Million Sanford, Florida To whom it may concern: This is to certify that the floor slab elevation at the above referenced job meets or exceeds the requirements of specification sections 6-7 of the City of Sanford code. If you have any questions or comments, please call. Very truly yours, The Stewart/Perry Company, Inc. �/ (� Notary ✓e/ Zeo� My commission expires: R. David Brown Vice President cc: File 600 LUCKIE DRIVE. SUITE 200 P.O. BOX 530070 (35253-0070) BIRMINGHAM. ALABAMA 35223 205 414-6000 FAX 205 414-6020 Suite ..a ,Ureal Park Drive 30 3 Birmingham ,AL 35243 SouthTrust Bank of Georgia, N.A. BuFord, GA 30518 6464305 611 Date Check �� ONE 05/08/98 4 No. Check Attiou TW Pay to the order of.ENTY • THOUSAND ONE HUNDRED THREE $21,103.8 and 88/100 DOLT.aDo— CITY OF SANFORD P• O- BOX 1788 SANFORD, FL 32772 ® THE STEWART/PERRY CO., P.O. BOX 530070 INC. BIRMINGHAM. AL 35253-0070 (205) 414-6000 (I]/ '5hopp�8 Conlon, ot **THREE THOUSAND EIGHT HUNDRED FIFTY ONE DOLLARS AND NO CENTS** PAY TO THE ORDER OF CITY OF SANFORD, FL AmSouth Bank NA '0603688' 1:0622 10007I991r ®THE STEWART/PERRY CO., INC. P.O. BOX 530070 BIRMINGHAM.AL35253-0070/�/ mtemag onel ® Council(205) 414-6000 /` ` of Shopping Conten 'SIX HUNDRED FOURTEEN DOLLARS AND NO CENTS** PAY TO THE ORDER OF CITY OF SANFORD, FL 300 N. PARK AVE SANFORD, FL 32772 AmSouth Bank N.A. 1110607 L611' 61-373 622 060368 APRIL 27, 1998 851.00**** 61-373 622 1. 0 6 0 7 �1 5 MAY 11, 1998 ***$614.00***** 220373S': 10007 19911' BOOKS -A -MILLION September 4, 1998 City of Sanford Building Department 300 North Park Avenue Sanford, FL 32771 To Whom It May Concern: We respectfully request that you allow the power to be turned on to our Books -A -Million building at 200 North Entrance Road, Sanford, Florida. We request that power be turned on so we may be able to energize our HVAC units and complete all finishes at this building. We will not allow public occupation of this building or allow it to open for business until we receive our final Certificate of Occupancy as approved by the City of Sanford. We have enclosed a check in the amount of $60.00 for pre -power. Very truly yours, Jim elley Director of Store Development cc: R. David Brown Larry Cotton File JK/ml P.O. Box 19768 • Birmingham, Alabama 35219 • (205) 942-3737 • FAX (205) 945-1772 -1 .n'' I;:J 'd" ; �=iL I -A. I ,c� r'> nleT - .1 !g; r-2 aL �."r ., a-+` ':I" I"Y'G did 'I-- :'L":::T 4-1 S'. 7'^I n5=.:. J_ a Nama:o00K5 -A- MILLION Data: 0,-15-98 Svstam iVo.:ONE Location:20C N[, ENTRANCE BLVD. SANFORD FL. 1111_ Contract_or:PREMIER FIRE PROTECTION INC. T-Iaphone: 904-771-4100 4850-0105 COLLINS RD. ORAHGE PARK FL- -1207: -alculatad BY:E"P.-;ntract No.:FP-98150 Construction: NON COMBUSTIBLEvrawing No.: ONE Occupancy: LIGHT HAZARD ing Haight:N\A Coda:N.F. 13 SPECS '-eviaw Agency:LOCAL AUTHORITY ------------------------------------------------------------------------------- Area of Sprinkler Operation:1500 5ystern T;pa:WET Density igpmisq.ft.7:.10 ;---------------------------------------- Araa Pa- Spr7nkler:400 Sprinklar •:3r Nozzle Hose Allowance gpm Inside:0 Make:GLOBE Model:EXT COVERG Hos- Allowance gpm Outside:250 Size:.JO K-factor:8.1 Racl Sprinkler ;Allowance:0 Tamper.atur:= Rating:165 r;=: -:3L I C� 11_.9..1 4"11. 'k.:1 •r.:s d--tl 'S iL I tl-111 111 a h I ;r --------------------------------------------------------------------- Requires 4.50 gpm at 56.51 psi at CITY MAIN Int -3r -i0,- C-factor:120 Underground --Factor:150 T.z!st r:CIT'Y SFD Data: 3-02-98 Time:U.K, LOcation:CITY MAIN IriFOrmacion 50 Pump Data lavation Pat.d Psi Ratad GGrn ; '.Jell Pr:,of Flew: -------------------- Tani•: Cate Elevati-gin: Si< -e: Commc;itY: =�a°=' LOCA do n: ]tJragc Araa: _ Ha.�iit= �i3r 3riGa t0 1.111 ng: %S'D LJn�:C'.!d1��r_ Flua V+ai.lr�g: '�Pa11aCi.::a:i: %Rack: Tr.anc 2V; -..s FL 3pacing: • � 1 00.0 1 64.0 64.0 I 56.4_. ( 56.5 0 464 ) I 52.01 x 48.0 I 44.0 40.0 r 36.0 y f •" 32.0 18.0 ?4.0 I 24.0 r „'t .0.1 ?2.01 8.V t 1 � r I v.v .+«+« 1,«n,.« 1 �««n«w«w irw«•..n....«..•.I.«......on�...�.... (.....�......�n....��..«w =»•.�...�...n•.«..�.«..w. }.....•......rn....•...«r..«». i�w«w..........n......r..«..•.... A , ^n , n � an,n �n,u � n v i..Vv 'V L`tVV -ov V :6ViJ �L�iv tSG. S .V4f P� } I 1 i ✓moi �t.l i� �'a ,'J .� • {� 1 •/ihl w •' . 00 ., �.. 5 .1,;0 !D0 B ��:+�..t 4:' q�T�' ry,11�'J .::.L ._ q...».. ..1 `, .I l q' r 1 7 .ti 31 �• •!�' ! -T 1 '�1:iPti.4 C I._. F-,,:! '1.:; Illlti ur EI Ij �:. 1 r .. a II.»....1 �1.».,, 11.»•• i! .•11 ...r .....:4 i3"' �i fr �'' : i1 '�. ».111 :1 »'•.. •i... •'' II � ..»... .». ../1». ._.... ». -•i•x1.1• �...� ..»•• •11, �n�1{{ .. ..• .....�1 .w:i: 1 .� •. .11 �:. '�.. � ....... ' ........ 11� • ":.....•• "t � i �1 r 1 i 1! '•11 1�I�+I- :I �I 11 ' 11 I 1 � I ... 1` ».1 1) water Syatem Impact Fees .Equivalent Residential Connection (ERC) - 300 Gallons Per Day (GPD) Residential 5650/Unit - Single family structure, or multi -family unit _ containing three (3) bedrooms or more. 5487.50/Unit - Multi -family unit or Mobile Home unit containing less than -three (3) bedrooms. (This category is based on judgement/assumption, estimation that such family units on average require 751 - 225 GPD of the water and sewer service of an average single family unit.) Commercial - 5650/ERU - Fixture unit schedule from Southern Plumbing Code will be used. 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 by increments of 251 based on multiples of five (5) fixture units above the twenty (20) fixture unit base for the first EAU. (Example: twenty-five (25) fixture units will be rated as 1.25 eru: twenty-six (26) fixture units will be rated as 1.5 ERU.) 2) Sewer System Impact Fees Equivalent Residential Connections . 270 Gallons Per Day (GPD) Residential - 11/4 $1700 Unit - Single family structure, or multi -family unit 2 containing three (3) bedrooms or more. $1275/Unit - Multi -family unit or Mobile Home unit containing Bathtubb (with or without overhead shower or whirlpool attachments) less than three (3) bedrooms. '(This category is 11/2 based :on "judgement/assumption/estimation that such 2 family units on average require 751 of water and Combination sink and tray sewer service of an average single family unit.) Commercial - Industrial - Institutional $1700/ERU - Fixture unit schedule, from Southern Plumbing Code 11/4 will be used. One ERU will -be charged for 1 connection and up to twenty (20) fixture units. Dishwashing machine,c domestic For projects having more than twenty (20)'fixture 11/2 units the Impact Fee will be increments of 251 1/2 k -2-- ' ( based on multiples of five (5) fixture units above Emergency floor drain the twenty (20) fixture unit base for the first 2 ERU. (Example: twenty-five (25) fixture units 2 3r.3 = G will be rated as 1.25 ERU; twenty=six (26) fixture Kitchen sink, domestic units will be rated as 1.5 ERU.) 3, T Use 3,75 '.O 11/2 3.7 r DRAINAGE FIXTURE U FIXTURE TYPE Automatic clothes washers, commercials AS LOAD FACTORS 3 11/4 Automatic clothes washers, residential 2 2 Bathroom group consisting of water closet, lavatory, bidet and bathtub or shower 6 , 21/2 Bathtubb (with or without overhead shower or whirlpool attachments) 2 11/2 Bidet 2 11/4 . Combination sink and tray 2 11/2 Dental lavatory 1 11/4 1 Dental unit or cuspidor 1 11/4 Dishwashing machine,c domestic 2 x 1 2 11/2 Drinking fountain 1/2 k -2-- ' ( 11/4 Emergency floor drain 0 2 Floor drains 2 3r.3 = G 2 Kitchen sink, domestic 2 11/2 Kitchen sink, domestic with food waste grinder and/or dishwasher 2 11/2 Laundry tray (1 or 2 compartments) 2 x,3 = G 1 /2 Lavatory 1 aC% = 11/4 Shower compartment, domestic 2 2 Sink 2)c ( 41 11 /2 Urinal 4 X 1 Footnote d Urinal, 1 gallon per flush or less 2e Footnote d Wash sink (circular or multiple) each set of faucets 2 11/2 Water closet, flushometer tank, public or private 4c Footnote -F Water closet, private installation 4 Footnote d Water closet, public installation 6 XS = 1b Footnote d For SI: 1 inch = 25.4 nun.l gallon W 3.785 L. a 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. e See Sections 709.2 through 709.4 for methods of computing unit value of fixtures not listed in Table 709.1 or for rating of devices with intermittent flows. d Trap size shall be consistent with the fixture outlet size. e 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 values are confirmed by testing. _'o7,9L le-, U. = 1 ! TABLE 709.2 DRAINAGE FIXTURE UNITS FOR FIXTURE DRAINS OR TRAPS FIXTURE DRAIN OR TRAP SIZE (Inches) DRAINAGE FIXTURE UNIT VALUE 11/4 1 11/2 2 2 3 21/2 4 3 5 4 (tome SINx 6 )c x l a For SI: 1 inch = 25.4 mm. i Standard Plumbing CodeCs 1997 e 4 51 1731 CITY OF SANFORD. FLORIDA PERMIT NO. -` ` DATE - � ei- 5 THE UNDERSIGNED HEREBY APPLIES FOR A PERMIT TO INSTALL THE FOL- LOWING ELECTRICAL WORK: OWNER'S NAME J�SGS ADDRESS OF JOB 4-9C� jam' oti-}'% �-: h "G� c -c. ELEC. CONTR S'2" YMfy F(e �4-' C- Residential—Non-residential_ Subject to rules and regulations of the city and national electric codes. Building Official �K 000 641Yy STATE COMPETENCY NO. Number AMOUNT Alteration Addition Re air Chan e f Service Residential Commercial Mobile Home Factor Built Housing New Residential 0-100 Amp Service 101-200 Am Service — 201 Am and above New Commercial p Amp Service O C, oc Sign �I TOTAL II 110 co Building Official �K 000 641Yy STATE COMPETENCY NO. X9%0= �itb4S0�tat�•+ �i-''r�►,n moii�iyp,;: bgW a �r:i��f�dZ 501 Pic., 11 ti lTq y '•l Y b � ':2' IOrd�_ Yid 1 ' h q Q CITY OF SANNFORD, FLORIDA PERMIT NO / r� _ W/ ` 13 DATE 0 THE UNDERSIGNED HEREBY APPLIES FOR A PERMIT TO INSTALL THE FOL- LOWING PLUMBING WORK: OWNER'S X ADDRESS OF JOB L900 �Z ZE /%7- 6-4-1CAE PLUMBING CONTR.n� Res. Comm— Subject to rules and regulations of Sanford plumbing code. Residential: Number Amount Alteration, Addition, Repair New Residential: One Water Closet I _ Additional Water Closet _ Commercial: ✓ Fixtures. Floor Drain, Trap Sewer Water Piping Gas i in Factory -built housing Mobile Home Application Fee ' Minimum Commercial Permit: $25.00 Total Old �W�FITFA COMPETENCY CARD NO -1 ) - 0 ?( l I CITY OF SANFORD, FLORIDA Lv PERMIT NO. q e ^ q&`; DATE THE UNDERSIGNED HEREBY APPLIES FOR A PERMIT TO INSTALL THE FOLLOWING H.A.R.V. MECHANICAL EQUIPMENT: OWNER'S NAME $OKS - n - kh ,) Ic 0'7 ADDRESS OF JOB �00 7V' ' 4P,0r.q 4 ee- MECHANICAL ONTR. �S RESIDENTIAL IBM. COMMERCIAL Subj - rules and regulations of Sanford mechanical code. NATURE OF WORK - 1- 4o n -IT4o h .)5.4ori i` y2_ 4 o v, lit/ i I cq c4jh v R FUEL B.T.U. INPUT OUTPUT j =1 A v j VALUATION k i% _ bo U 1 /7- 11 1 APPLICATION FEE Master Mechanical COMPETENCY CARD NO. C,4GO r 3 0 Z 1 BP5021 03 CI TY Cf SAi`FCRD 9/02/98 Inspection Inquiry - Inspection Selection 08:45:10 Property address . . . . . . 200 NRTH ENFRANCE RD Parcel Ni nb e r . . . . . . 29.19.30.300-01]D-0000 Application nunber . . . . . 98 00002650 Appl !cation type . . . . . . KCHAN CAL PERM T APPLI CATI CN Type options, press Enter. ]=Select Cpt Str/Seq Prrt/Seq Inspection Type Seq Insp Result/Dat _ 000 000 KM 00 HCHAN CAL RCUGH I N 0001 136A DP 8/24/9 _ 000 000 WHR 00 MCHAm rel on ru 1 "-02 136A AP 8/25/9 _ 000 000 KJ -R 00 NECH 03 136A AP 8/27/9 _ 000 000 M7 -IR 00 HGi 04 134D AP 8/31/9 F3=Exit F11 --View 2 (2�,�,,,, n Q -1 c- o F12drrA Q���hinC �2euA11-� Bot t om Project No.: 19574-002-02 UNIVERSAL. Report No.: 12868 Date: May 27, 1998 ENGINEERING SCIENCES Consultants In: Geotechnical Engineering - Environmental Sciences - Construction Materials Testing - Threshold Inspections 3532 Maggie Blvd. • Orlando, FL 32811 • (407) 423-0504 • FAX (407) 423-3106 REPORT ON IN-PLACE DENSITY TESTS Client: A.B. Sanford Limited Partnership Attn: Mr. Tom Brown 1701 Lee Branch Lane Birmingham, AL 35243 Project: Towne Center Plaza at Seminole Towne Center, City of Sanford, FL Area Tested: Building Pad, Fill Reference Datum: 0 Top of Fill Type of Test - Field: ASTM D-2937 Drive Cylinder Method Date Tested: 05/07/98 _ Laboratory: ASTM D-1557 Modified Proctor Remarks: The tests below meet the minimum 98 percent relative soil compaction requirement of Laboratory Proctor maximum dry density. TEST LOCATION :, . LABORATORY RESULTS FIELDTEST RESULTS Test Description . ;Maximum: Optimum:. Dry Field.: Soil No-. - of Test'Location Density ' Moisture Density Moisture ; Compaction 20 FEET NORTH FROM SOUTH CORNER OF "SHOPS" BUILDING 1. 0-1 Foot 107.2 11.7 105.0 9.3 98.0 2. 1-2 Feet 107.2 11.7 106.3 10.3 99.2 100 FEET NORTHEAST FROM SOUTH CORNER OF "SHOPS" BUILDING 3. 0-1 Foot 107.2 11.7 105.6 9.9 98.5 4. 1-2 Feet 107.2 11.7 106.9 10:5 99.7 5. 80 Feet Southwest From North Comer of 107.2 11.7 106.5 10.1 99.4 "Shops" Building, 0-1 Foot 6. 20 Feet South From North Comer of - 107.2 11.7 107.6 9.4 100.4 "Shops" Building, 0-1 Foot 7. 20 Feet North From South Corner of "B" 107.2 11.7 108.3 10.6 101.0 Building, 0-1 Foot 8. 70 Feet North - Northwest From South . 107.2 11.7 108.3 - 8.7 101.0 Corner of "B" Building, 0-1 Foot 9. 100 Feet Northwest From South Corner of 107.2 11.7 106.6 8.9 99.4 "B" Buildin 0-1 Foot Page 1 of 2 Project No.: 19574-002-02 Report No.: 12868 Date: May 27, 1998 TEST LOCATION ESULTS LABORATORY RESULTS. FIELD TEST RESULTS Test Description Maximum Op#imum Dry Field Soil No. of Test Location Density ' Moisture ' Density, .'. Moisture. Compaction 10. 80 Feet South From North Corner of "B" 107.2 11.7 109.1 10.2 101.7 Building, 0-1 Foot 11. 80 Feet Southwest From North Corner of 107.2 11.7 108.4 10.5 101.1 "B" Building, 0-1 Foot 12. 40 Feet Northwest From South Corner of 107.2 11.7 108.5 10.0 101.2 "A" Building, 0-1 Foot 13. 85 Feet Northwest From South Corner of 107.2 11.7 107.4 9.8 100.2 "A" Building, 0-1 Foot 14. 80 Feet North - Northeast From South 107.2 11.7 106.9 9.7 99.7 Corner of "A" Building, 0-1 Foot 15. 115 Feet North From South Corner of "A" 107.2 11.7 107.2 9.8 100.0 Building, 0-1 Foot 16. 80 Feet East From West Corner of "A" 107.2 11.7 106.7 9.5 99.6 Building, 0-1 Foot 17. 150 Feet East From West Corner of "A" 107.2 11.7 108.2 9.2 100.9 Building, 0-1 Foot 18. 110 Feet East - Northeast From West 107.2 11.7 106.1 9.4 99.0 Corner of "A" Building, 0-1 Foot 19. 50 Feet West From East Corner of "A" 107.2 11.7 107.9 10.2 100.7 Building, 0-1 Foot 20. 50 Feet West From East Comer of "A" 107.2 11.7 109.2 9.7 101.8 Building, 1-2 Feet 21. 100 Feet West - Northwest From East 107.2 11.7 107.3 10.5 100.0 Comer of "A" Building, 0-1 Foot 22. 110 Feet Southeast From North Comer of 107.2 11.7 106.7 9.9 99.6 "A" Building, 0-1 Foot 23. 110 Feet Southeast From North Corner of 107.2 11.7 108.1 10.4 100.9 "A" Building, 1-2 Feet 24. 50 Feet South From North Corner of "A" 107.2 11.7 106.0 9.3 99:0 Building, 0-1 Foot 25. 50 Feet South From North Corner of "A" 107.2 11.7 106.6 9.8 99.4 Building, 1-2 Feet - - Technician: Dan Nimlos cc: Client (2) R.A. Rogers Construction Company (1) City of Sanford Bldg. Dept. (1) The Sport Authority (1) rms Page 2 of 2 ing Sciences, Inc. a e 9� � iter ►gist S r, P.E. ger - Construction Services o RIDA ssional Engineers No. 38818 ecial Inspectors No. 907 UNIVERSAL I PROCTOR TEST RESULTS ENGINEERING SCIENCES PROJECT NAMEILOCATION .. - Center Plaza at Seminole Towne Center, City of Sanford,.Towne Florida •Sample Description: Tan to Light Tan Sand with Trace of clay DESCRIPTION OF PROCTOR TESTS Test Method (1)Standard (2)Modifled 13) ■■■■■■■■\1►\.(1,2 or 3) ASTM D698 ASTM D1667 ASTM .Modified 4 Inch Mold 6 Inch Mold SUMMARYOF TEST RESULTS ......■..-�..........► ... a Test Method ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ LINIVER AL ENGI =R NG SCIENCES, INC. cc: Client (2) R.A.. Company- •.13018 19 NIVERSAL PROCTOR TEST RESULTS ENGINEERING SCIENCES PROJECT NAME/LOCATION .. .-- Center Plaza at Seminoleowneer, . :. .. Florida -.19574-002-03 SUMMARY OF TEST RESULTS .............................. UNIVE AL NG SCIENCES, INC. cc: Client (2) cc: R.A. Rogers Construction Company (1) cc: City of Sanford EngineeringDept. .. _ • -i :.l Date: May 28, 1998 Report No.: 13020 �jk FLORIDACITY OF SANFORD, APPLICATION FOR BUILDING PERMIT &MAWPERMIT ADDRESS PERMIT NUMBER Total Contract Price of Job $ 954,200.00 Total Sq. Ft. 20,000 Describe Work CONSTRUCTION OF A BOOKS -A -MILLION RETAIL STORE Type of Construction Flood Prone (YES) (NO) Number of Stories 1 Number of Dwellings 1 Zoning PD Occupancy: Residential Commercial X Industrial LEGAL DESCRIPTION (please attach printout from Seminole County) TAX I.D. NUMBER 63-0882840 OWNER AB/SANFORD LIMITED PARTNERSHIP PHONE NUMBER (205) 969-1000 ADDRESS 1900 INTERNATIONAL PARK DR., SUITE 303 CITY BIRMINGHAM STATE ALABAMA zip 35243 TITLE HOLDER ADDRESS CITY (IF OTHER THAN OWNER) SAME BONDING COMPANY ADDRESS CITY A STATE STATE ZIP ZIP ARCHITECT POWERS & MERRITT, INC. ADDRESS 50 AIA NORTH, SUITE 101 CITY PONTE VEDRA BEACH STATE FLORIDA Zip 33609 MORTGAGE LENDER COMPASS BANK ADDRESS 15 SOUTH 201H STREET CITY BIRMINGHAM STATE ALABAMA zip 35233 CONTRACTOR THE STEWART/PERRY CO. INC. PHONE NUMBER (205) 414-6000 ADDRESS 600 LUCKIE DRIVE. SUITE 200 ST. LICENSE NUMBER CGCO23103 CITY BIRMINGHAM STATE ALABAMA ZIP 35223 Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL, PLUMBING, MECHANICAL, SIGNS, POOLS, ETC. OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. A COPY OF THE RECORDED COPY OF THE NOTICE OF COMMENCEMENT WILL BE POSTED ON THE JOB SITE WITH PERMITS NO LATER THAN SEVEN (7) DAYS AFTER THE PERMIT HAS BEEN ISSUED. FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOU PAYING TWICE FOR THE IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. 0 14 PC d 0 U 0 0 a 0 0 „ NIc CCEPTANCE OF PERMIT IS VERIFICATION THAT I WILL NOTIFY THE OWNER OF THE POOPERTY OF HE REQUIREMENTS OF FLORIDA LIEN LAW, FS713. a. A 1:r�7 � wrTnKS e�, y K N M z O fJ I�ti'�s ✓� A rt m�nw o r S i&69fju e / Date Signature of Contractor & Date 0 W,�fACS} /1IpSS,ViCt��lS:dtn� R.�t�oj\!-SSQoj ) H � or Printf OwnQ-r/Agent Name f-9kc6PaoXOC.3 Type or�Print Contractor's Name 0 a z 0J ?Type ��C..(�-l�/ S�/ Noo l #//9 fj 7 C.• ,Ell c.C.cJ ( 71 of ro Signature of Notary & Date Sig ature of Notary & Date (Official Seal) (Official Seal) I(1 My COMMISSION EX14, NOV. S0,1143 0 Application Approved BY:T)y(r Date �J• FEES: Building Radon �i � Poli e'Y Fire O Open Space N Road Impact Application O PERMIT VALIDATION: CHECK CASH DATE �BY ORIGINAL (BUILDING) YELLOW (CUSTOMER) PINK (COUNTY TAX OFFICE) GOLD T(CO. ADMIN) **** THIS APPLICATION USED FOR WORK VALUED $2500.00 OR MORE _`..17` ���' �•. 1 .� .e`,�, ...�:$ �`y i i .� "����� r"', tt".': �r� - a