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1101 Rinehart Rd (7)
PERMIT ADDRESS CONTRACTOR CI �� 1 ADDRESS k PHONE NUMBEI PROPERTY OWNER �= ADDRESS PHONE NUMBER ELECTRICAL CONTRACTOR MECHANICAL CONTRACTO PLUMBING CONTRACTOR MISCELLANEOUS CONTRACTOR PERMIT NUMBER FEE MISCELLANEOUS CONTRACTOR PERMIT NUMBER FEE SUBDIVISION PERMIT # DATE 9 PERMIT DESCRIPTION PERMIT VALUATION SQUARE FOOTAGE n O to Oct 02 2000 11:48AM HP LRSERJET FAX CITY OF SANFORD PERMIT APPLICATION P.1 Permit # : 0(o " D 000 �� Date: �L Job Address: F= L. 3� Description of Work: k ko) 1J t Q CQ Total Square Fe Historic District: Zoning: Value of Work: S Q__4- 5 O Co Permit Type: Building Electrical Mechanical Plumbing Fire Sprinkler/Alarm Pool Electrical: New Service - # of AMPS Addition/Alteration x 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 Construction Type: --A— # of Stones: 1 # of Dwelling Units: Flood Zone: (FEMA form required Owners Name & Address: Contractor Name & Address: Phone & Fax VW' Bonding Company: Address: Mortgage Under:. Address: Architect/Engineer: Address: Phone: 0 T /-/-r-�State License Number: Person:XT)O WN-0 Phone: Pho ne: Fax: 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 pri 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 eparatr 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 lays regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOt IR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the pr this county, and there may be additional permits required from other govemmental entitie as ater management districts, state agencies, or 1 Acceptance of permit is verification that I will notify the owner of the property of the i e 'Ida Lien Law, FS 713, Signature of Owner/Agent Date Signature of_ ntractodAgent Date Print Owner/Agent's Name Signature of Notary -State of Florida Date Owner/Agent is _ Personally Known to Me or Produced ID APPROVALS: ZONING: Special Conditions: Rev 03/2006 UTIL: FD: Contractor/Agent is^� Personal Produced ID ENG: BLDG: :records of ral agencies. Public . State of Florida ssion Expires Mar 24, 2009 ,mission # DD 411029 By National Notary Assn. f - jC' 0 CITY OF SANFORD PERMIT APPLICATION Permit #: 3 %. S 7 nn L n C Date: _ -�- 1 100 6 fob Address: 1101 1 i r1 C\'1a r Description of Work: 1,54.4l\ 2 FIoyr- Ora.'\S Total Square Footage Historic District: Zoning -- I Permit Type: Building Electrical 1 Electrical: New Service - # of AMPS .Wechanical: Residential Non -Residential Plumbing/ New Commercial: # of Fixtures Plumbing[New Residential: # of Water Closets Value of Work: S I g0u.00 Mechanical Plumbing __\/ Fire Sprinkler/Alarm Pool Addition/Alteration Change of Service __ Temporary Pole Replacement New (Duct Layout & Energy Calc. Required) # of Water & Sewer Lines # of Gas Lines I Plumbing Repair - Residential or Cotmial erc(AJ k Z F1ov, (arc,6-S Dccupancy Type: Residential Commercial V Industrial Construction Type: # of Stories: # of Dwelling Units: Flood Zone: (FENIA form required ) Jwners Name &_Address: W CAT-'o.f 4'D C t'_1 •. r_ 10 21 S e 10 ' s T , geniowv;l\Q qr Z Phone to 1 — 2 73 ::ontractorName & Address: 1�2•. PY�,,��e� (7 tv Vw.b', ny =nt; IL104 1,20eT0,, It 15 Qeka-,1 FI 3'111,-1 State License Number: C rc-04 j02.1 hone&Fax:3�4 %3Y�glg�t — FAY 73Fs-r1147ContactPerson: lC�� 1^R. \�t+. Phone 3s,6 S'2%-6077 3onding Company: Wdress: lfortgage Lender: kddress: krchitect/F,ngineer: I'Irone: kddress: Fa X \,pplication is hereby made to obtain a permit to do the work and installations as indicated. I certify that no wort: or installation has commenced prior to the ssuance 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 wemtit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and %JR CONDITIONERS, etc_ )WNER'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 onstruction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING 'WICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN MORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. 40TICE: 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 his county, and there may be additional permits required f om,other governmental entities such as water management districts, state agencies, or federal agencies. wceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. \\\\`\\W 11 O 1 /w/1 Signature ofOwnedAgent Date Signature of Contractor/Agent �¢� V �ldnteF` ]�� j 20, Print Owner/Agent's Name Print Contractor/Agent' arse ;'u }i+ r,R' �- O Signature oNotary-State of Florida Date Signature of Notary-State of Florida OwnedAgent is _ Personally Known to Me or Produced ID .PPROVALS: ZONING` UTIL: FD: pecial Conditions: ,cv 03/2006 Contractor/Agent is Per'sAou ly Know$ to Me or Q 4 A 6 ^ Produced iD X ,vt4s o , J 0 e of +0�• ENG: BLDG:_�!Q S 00 iY4 1. � 1JlJ1 tur— Ur �_,U'1.VIW INV_,L1.V1L'1N i Permit No. State of Florida County of SeTnm0le Tax Folio No32-19-30-502-0000-0020 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. 1. Description of property: (legal description of the property and street address if available) 1102 Rinehart Road, Sanford, FL 2. General description of improvement: Steel construction retail building Owner information a. Name and address Deno P. Dikeou (407-830-4888) t _ 502 North Hwy. 17-92 Ste. 200, Longwood, FL 3,2750 b. Interest in property Owner 4" c. Name and address of fee simple titleholder (if other than Owner) MMYANNEM t�)A 1t7 4. Contractor a. Name and address CPH Constructors, LLC. b. Phone number 407-322-6841 Faxnumber.. 407-330-0639vvi 5. Surety ii[iitl<11Illlififl;iiIll�IIIi1�111-1i a. Name and address N/A i b. Phone number Fax n �Np� fly c. Amount of bond BK 05472 FIGS 1787-1788 6. Lender CLERK' S ## 2004154276 a. Name and address N/A RECORDED 101%6/EN4 11:f9:l@ AN NECORDING FEES . 50 b. Phone number Fax num er 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 and address CPH Constructors, LLC. "Y 500 W. Fulton Street Sanford FL 32771 b. Phonenumber 407-322-6841 Fax number 407-330-0639 8. In addition to himself or herself, Owner designates Sami E 1 - RPh i ri Of CPH Constructors, LLC. to receive a copy of the Lienor's Notice as provided in Section 713.130)(b), Florida Statutes. a. Phone number 4.07-322-6841 Fax number 407-330-0639 9. Expiration date of notice of commencement (the expiration date is 1 year fro th date of reef g unless a different date is specified) f ( J Signature of Owner Deno P. Dikeou Sworn to (or affirmed) and subscribed before me this 5th day of October , 20 04 by Deno P. Dikeoou Personally Known G' OR Produced Identification Type of Identification Produced fHIS INSTRUMENT PREPARED By% ` NAME K► INIe`�O4^ Signs a of Aotary Public, 9fate of Florida NANCYS. EDENRELD ADDR. 5_0�, Fr.�i� O n SV, Commission Expires: * * MY COMMISSION 1 DD 322421 S,:x EXPIRES: __ September23, 2008 ofe Bonded Thra Budget Notary Services R EXHIBIT "A" Legal Description A portion of the Southwest 1/4, of Section 32, Township 19 South, Range 30 East, Seminole County, Florida, being described as follows: Commence at the Northeast comer of the Southwest 1/4 of said Section 32, Township 19 South, Range 30 East, Seminole County, Florida; thence North 89' 46'27" West along the North line of the Southwest 1/4 of said Section 32 for a distance of 330.00 feet; thence South 00°03'12" West for a distance of'296.17 feet to the POINT OF BEGINNING; thence continue South 00003'12" West for a distance of 337.97 feet; thence North 89°56'48" West for a distance of 385.10 feet; thence North 20°48'23" West for a distance of 178.69 feet to the aforementioned South Right of Right of Way Line of Rinehart Road; thence North 69"11'37" East for a distance of 480.20 feet to the POINT OF BEGINNING. Containing 2.479 acres more or less. Commonly known as 1101 Rinehart Road, Sanford, Florida Parcel # 32-19-30-502-0000-0020 J CITY OF SANFORD FIRE DEPARTMENT FEES FOR SERVICES PHONE # 407-302-1091 * FAX #: 407-330-5677 DATE: I -PERMIT #: 1 OZ -'0SO BUSINESS NAME / PROJECT: ADDRESS: / / 61 / Y'r — ISPW41 &L46 PHONE NO.: �s �— � % FAX NO.: Q�—G %S%S�^ CONST. INSP. [ ] C / 0 INSP.:[ ] REINSPECTION [ ] PLt`ANS REVIEW F. A. [ ] F.S. [ ] HOOD [ ] PAINT BOOTH [ ] BURN PERMIT [ ] TENT PERMIT ] TANK PERMIT [ ] OTHER TOTAL FEES: S ���O (PER UNIT SEE BELOW) COMMENTS: 2 (-P. I.' Address / Blde. # / 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, Florida.,., Sanford Fire Prevention Division 4 Applicant's Signature CITY OF SANFORD ELECTRiCAE,; p, RMIT°APPIriCAT10 Permit Number. v� .0q v Date: S Q� The undersigned hereby applies ;or a permit to install the following electrical Owncr's Name: WAL-MART STORES - SAWS CLUB Address of .lob: 1101 RINEHART ROAD Electrical Contrrctur: STALEY, INC. Residential: Non•Residential; , Addition, Alteration, Repair(Reside nti l &Non -Residential) Number Amount New Rcsid_ entiat: I.t,AP Service New Commercial: AMP Service Change of Service: From AMP Service to l�A�p Service Manufactures :.^ ;ildi!N Other. LOW VOLTAGE CABLING Description or work: VOICE DATA - CAMERA — 20 00 _CABLE INSTALLATION - _^ Application Fee: - - �- $10.00 TOTAL DUE: -'— --- 30.00 By Signing this c, - lication I am stating that I am in compliance .,ith City of Sanford Electrical Code. f APp uant's Signature EC OX3184 State License Number I.MICHAEL JOHNSON VERIFIED THAT GARY G. FERRELL APPEAR,�P, 'S?GNED -BEFORE ME ON THIS DATE AUGUST 14, 2002. JO can P oM F'titi " lTiqw-_ r 1�'Pnuit Tlo,i._ Job Address; Permit Type, Oulldiul.7 Electrical M* ba,uieal plumbing IT, i t Alar ►VStirinkler Desmiptiort of Work: S �dy �l r V-2�1 `'_ Additioual InfQrruatiov for Electrical & riumbing Pcrmita Electrical: _Addition/Alteration ,_,Change of Service T Temponuy bole —New ANIF Service (0 of AMFS 1 YlumbineResidential: __ AddlttotUAlteratlon ,. _ _• INew C mstructilon (U ne l:loset Plus ,-- „--•, Additional) Phtmhing/Cnmmer6al Xnmher of Fixhires Number of Water &. Sewer i minage UnN Wumhrr of ( inrc____ Oecupaney Type: _Residential Commercia! I Industrial Total Sq Ftgt Value of Work: SU, Typo of Cooatruction: Flood zone: Number of Stories: Number of Dwolliug .Units. _ Panel No.. (Atlacfz Prcrif of Ownorship & Legal Description) tjwrter/Address,'Yhone: Stits Lioense Number: !.aotaaFersoa: L Phone&.F"Nvmber; L02-'-/L-00g%a2_ 120'T5-'-5'2 3'VYj Title Holder (Ifother than Owner): Address: Banding Company: — Addrest: Mortgage Loader: ArchitemOE tgineer Phone NO.: Address:.. ...... ftx No.: Application Is hereby made to obtain a permit to do the work and installations as indicated. l certlty that no work or Installation has rnmmmm—d prior fn thr icatpnrc of A perm rt'snd that All work will be performed to mert standards of all laws regulating construction bt Qtis 'urisJitiitni. I w1derstautl that A sCCP�arala pCM.it tttust ba szvurt d fur ELEMUCAL WORD, FLUMB111 i, SiONS, WELL~, FOOL )~MACES, BOILERS. HEATERS. TANKS, and AIR CONDITIONERS, etc. OWNER'S AFFIDAVIT: l certitj that all of the ibregoing information is accurate and that all work tw111 be done in compliance with all appticab(c )a*," ragulat:ns con3truction and zoning. WARNING TO O%rrMR: YOUR T'AiLUM! TO RECORD A NOTICE Or COMMENCEMENT MAY RESULT IN •YOUR PAYINGTWICE FOR lMMU'VEM{EN7S TO YOUR PROftRTY, I YULj lNT'E'ND TO ORTAIX FINANCINQ, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF C0;VINLENCEMEhT.111 NOTICE: In atiditiut to the raluicuneuts of Wia pa�wi,4 dints inay tw udClvial ctustrlvtltnts rppllubin to this proper:v chat may be tound to the public records of this county, and there may be additional permits required fhxn aiher govrrnmenral enritir?a tiw+ a,t water management 6*iatn, stato aSctoioa, or fbodcral agcncicz. Acceptance of permit is verification that I will notify the o«merof the�`property of the Signature nf (honer/Agent tee Print Ownw/Agent's Name Signat>re of Notary -State of Florida Date Owner/Agwt is Produced M Personally Known to Me or ida Licn Law, FS 713, Date 3a� —ff )1Z f {Yff ULL 4YfyU rti�u1! .l �. I7� 1- 30etta'eofN *7- of Florida Date Susan C. Spensieri OS!?Y P:b it MY COMMISSION # CC755682 EXPIRES_ October 31, V0 ir'• 'ae ends c�a5ae �E }M`;' BONDED THRU TROY FAIN INSURANCE, INC dr )"ctWAStmt 13 ;Y'ctrsonally Known to Mc or I'roducod 117 _ APP1.1r.ATION APPROVi:T) AY' _ Dee: .� Z Special (;;ortditions: - • CITY OF SANFORD FIRE DEPARTMENT FEES FOR SERVICES PHONE # 407-302-1091 * FAX #: 407-330-5677 DATE: n PE \ �'� IT #: " BUSINESS NAME / PROJECT: % ADDRESS: / IO PHONE NO( D 60 7.)— FAX NO.:�2r 3 i — �T CONST. INSP. f ] / O INSP.:[ ] REINSPECTION (] PLANS REVIEW F. A. [ ] F.S.%`rc HOOD [ ] PAINT BOOTH [ ] BURN PER T [ ) TENT PERMIT TANK PERMIT [ ] OTHER [ ] TOTAL FEES: $ `j (PER UNIT SEE BELOW) COM 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. 14. 15. 16. 17. 18. 19. 20. I�— Address / Bldg. # / Unit # 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. A� Sanford Fire Prevention ivision Applicant's Signature i L SANFORD FIRE DEPARTMENT FIRE PREVENTION DIVISION 300 N. Park Ave., Sanford, Fl. 32771 / P. O. Box 1788, Sanford, Fl. 32772 (407302-2520 /FAX (407) 330-5677 Pager (407) 918-0395 Date: July9, 2002 Occ. Ch. #36 New Mercantile Business Name: Sam 's Plans Review Sheet Business Address: 1101 Rinehart Road Fire Equipment: Orlando Fire Equipment Co Reviewed [ ] K "'y' ' ed Iwith .X ] Rejected Reviewed by: Timothy Robles, Fire Protection Inspector�-- Comment: Plans reviewed as mercantile (F.F.P.C. Chp. 436) Fire equipment plans to be submitted for review, permitting, and inspections. 1.1 Application — New UL Fire Suppression System • Fire Department requires fire protection system to be tied into the main fire alarm upon activation • "K" rated fire extinguisher required per N.F.PA. #10 (1998) ed • Final inspection required for "Dump Test" > Appliance verification * Rotisserie oven required to be under Exhaust Hood, Rotisserie oven shall be totally enclosed (self contained) 1 �a-a-a--------aa-------- � �aaaaaa�aaaa�aaaaama— a.�,aa-Q -ova a >�a as a o a aaa I-aa-aaaaQaaa-aaa-aaaaaaaas -a-aa )K)K NOTE: 6 FLOW POINTS ALLOWED IN L5 GALLON SYSTEM I 11 I BY EXCEPTI❑N#1- SECTION IV- PG. 4-39, 7-1-98 REV-1 1 CQ II OF ANSUL R-102 RESTAURANT SYSTEM I CO II 1 I b 11 1 1 1 I 1 1 1 I I 1 1 1 0 11 Job Navel SAM'S #4785 SANE❑RD, FL 100 1 � 11 Drawn byl cros � � 11 o System Size: ANSUL-1,5 Total FP required: 6 1 1 011 11 Hood # 1 12,0' Long x 54' Wide x 24' High 1 b II Duct # 1 Size: 12X22 1 a 11 1 co 0 1, NOTES - FIELD PIPE DROPS AS SHOWN SLEEVING, ELBOWS, TEES, AND NOZZLES SUPPLIED BY CAS 1 II - RELOCATE NOZZLES IF FLOW PATTERN IS BLOCKED BY SHELVING, 1 ,1 SALAMANDERS, ETC. - MAXIMUM 9 ELBOWS IN SUPPLY LINE. rn - MINIMUM 72 INCHES OF AGENT LINE FR❑M TANK T❑ o FIRST NOZZLE. 1 - IF APPLICABLE, PRE -PIPED CHARBR❑ILER DROPS ARE SHIPPED LOOSE, j !F 1 - FACTORY PIPING EXTENDS A MAXIMUM OF 6' ABOVE THE TOP OF THE HOOD. I 1 2w - APPLIANCE DIMENSI❑NS LISTED REPRESENT THE C❑❑KING SURFACE `'----�1 SIZE, NOT THE OVERALL APPLIANCE SIZE. it 1 I II THIS FIRE SYSTEM COMPLIES WITH U,L, 300 REQUIREMENTS I F6,I F- 30l - - - - - OO I LEGEND - FIRE CABINET ANSUL SYSTEM 2 1.5 GALLON TANK ASSEMBLY 1 3 OEM AUT❑MAN BRACKET O io ii 34 1 6 ANSULEX LIQUID AGENT (1.5 GAL.) r ,, 40.00 61.00• 40.00 1 8 CARTRIDGE (101-20) 1 a III 10 TEST LINK 1 11 1 I I 1 1 1 I I 1 1 I I I 1 I 1 1 1 1 1 1 I I 1 I I L1 1JUUDI_L I•I1l.MU3 W I I k_rj 1-Y ' EE 2W DUCT NOZZLE (419337) W � 11 ;' 1N NOZZLE ASSEMBLY (419335) 28 DETECTOR BRACKET ; off11 ' 30 HIGH TEMP FUSIBLE LINK MGV MECHANICAL. GAS VALVE 1 ' a 1 11 34 REMOTE MANUAL PULL STATI❑N C) W o`` 111 MGV2 S SWIVEL ADAPTOR C 1 ��0 111 Nga111 1 OMo�ll FACTORY PIPING ILL=JJ1111 ---- FIELD PIPING �JJ O FFICE COPY IrWN 6y= _BKC�, _ 1 CNEd0:0 f'"- DATE. 06/18/02 1, L SCAE: NTS _----�1 I vMV.irill I 1 OF 1 ------------------------------------------------------------------------------------------------------- L==�=_� Registration No. AR0014269 211 N. Record Street, Suite 222 Dallas, Texas 75202 Telephone 214/749-0626 Tune 6, 2002 Mr. Robert Bott, Plans Examiner City of Sanford 300 North Park Ave. Sanford, FL 32771 (407)330-9417 RE: 2001 New Sam's Club #4785 Sanford, FL 01413 Dear Mr. Bott: Please accept the enclosed (2) sets of revised drawings and specifications in reference to a Construction Change Directive #12 along with a narrative briefly describing the changes made in this directive as submission for your review and approval. If you have any questions during your review process, please do not hesitate to call our office. Thank you for your help and we look forward to your approval. Sincerely, �a� 6( ��� /.5,- Raymond H. Harris, AIA rhh/j z n St�l Registration No. AR0014269 211 N. Record Street, Suite 222 Dallas, Texas 75202 Telephone 214/749-0626 June 13, 2002 Mr. Robert Bott, Plans Examiner City of Sanford 300 North Park Ave. Sanford, FL 32771 (407) 302-9417 (407) 330-5677 Fax RE: 2002 New Sam's Club #4785 Sanford, FL 1101 Rhinehart Road 01413 Dear Mr. Bott: Please accept the enclosed plans and sign permit application as a submission for your review and approval for sign permit. If you have any questions of if we can be of any assistance to you during the review process, please do not hesitate to call our office. When you have completed your review, please send written confirmation of your approval to our office. Thank you for your time, and we look forward to receiving your approval. S' e ly, Raymond H. Harris, AIA rhh/j z ....�...,.��,,�s'1v' V ANESSA HOLLAND UNIVERSAL Project No.: ENGINEERING SCIENCES Date Typed: Consunams in: Geotechnical Englneering • Threshold Environmental Sciences - Construction Materiels Testing Field and Laboratory Report Cover Page Client: Wal*Mart Stores, Inc- Attn: Mr. Steve Dyer 2001 Southeast 10th Street Bentonville, AR 72716-0550 Project: Sam's Store No. 4785, 1101 Rinehart Road, Sanford, Florida - Permit No. 02.033 1001/-003 70008-054-01 June 25, 2002 As requested, a representative of Universal Engineering Sciences, Inc. (UES) was at the referenced project to provide construction materials testing services. Scope of Work Re ortft. T e:of.:Re ort :. . 231625 Weekly Activity Log 231627 In -Place Density Tests The results of the observations and or tests are summarized on the attached sheets. We hope this information is sufficient for your immediate needs. If you have any questions, please do not hesitate to contact the undersigned. cc. Hensel Phelps (1) City of Sanford, Planning Dept (1) Attachments (2) vh Sciences, Inc. construction Services Io. 38818 06/26/02 WED 09:36 [T%/RX NO 75391 VANESSA HOLUI.0 , �I 002 /003 UNIVERSAL - .ENGINEERING SCIENCES Project No. 70008-054-01 In-lEev MMental Siaences - Report No. 231625.1 ngmcbm Date: June 25, 2002 3532 Maggie 8W. • Orlando, FL 32611 • (407) 423-0504 • FAX (407) 423-3106 CONSTRUCTION SERVICES ACTIVITY RECORD (06/24/02) Client: Wal*Mart Stores, Inc. Attn: Steve Dyer 2001 Southeast 10th Street Bentonville, AR 72712.6489 Project: Sam's Store No. 4785, 1101 Rinehart Road, Sanford, Florida - Permit No. 02-033 Agent: D. Coberley Date: June 24, 2002 Reference: Site Observation Site Work - 02200: Technician: D. Coberley 1- Two (2) in -place density tests were performed. All tests met or exceeded the project specifications. Reference to the attached in -place density report for locations and results, Concrete Reinforcing - 03200.- 1. Loading Dock Truck Well: D.2 - D.3 (12.5 - 14); Loading Dock. A reinforcing inspection found: Steel placement, barsize, lap splice, dowel protrusion,.clearance, grade and form work to comply with approved drawings and specifications. Cast In -Place Concrete - 03300: 1. Ten (10) cubic yards; Mix No. 10653500; 3,500 psi. Slump 3 inches (specification 5). One (1) set of 4 cylinders was cast. Concrete Unit Masonry - 04220- 1• CMU' Down Cells: CA - C.6 (1), Elevation 128 feet to 132 feet. A CMU inspection found: Condition, size, alignment, plumb and level, head and bed joints, steel (vertical and horizontal) and grade to comply with approved plans and specifications. No sample was taken. 06/26/02 WED 09:36 [T%/R% NO 75391 E FIRE SPRINKLER HYDRAULIC CALCULATIONS FOR: i SAM' S CLUB Sanford, FL HEI project #: 01-5-0000-0424 Date: 07/30/01 Calculated by: Paul C. Link, P.E. Engineer of record: Duane S. Henderson, P.E. Checked by: Cindy M. Gier, P.E. Contents: Water report Area #1: TMA Sales Area #2: Not used Area #3: Sales Area #4: Sales Area #5: Dock mo, L" HENDERSON ENGINEERS INCORPORATED MECHANICAL / ELECTRICAL / CIVIL DESIGN CONSULTANTS WAL"MART WATER SUPPLY SITE SURVEY SAWS CLUB #4785-00 RINEHART ROAD AND TOWNE CENTER BOULEVARD SANFORD, FL REVISED REPORT TEST DATE: 06/12/01 SUMMARY STATEMENT This report provides the current available water supply for the proposed Sam's Club #4785-00 located on the. east side of Rinehart Road approximately 400 ft. south of Towne Center Boulevard in Sanford, FL, with a finish floor elevation (FFE) of 72 ft., AMSL. Required fire sprinkler supply for this Sam's 128 prototype is 1600 gpm @ 47 psig. Required domestic water supply is 130 gpm @ 42 psig. SUMMARY OF RESULTS (CONCLUSION C1 - AS DESIGNED) Fire line Base of Riser (BOR) static pressure at Finish Floor Elevation (FFE): 37.2 psig Fire line BOR high static pressure at FFE: 62.7 psig Fire line BOR residual pressure at FFE: 14.2 psig @ 1600 gpm Assumed Fire line BOR FFE: 72.0 ft., AMSL Safety Factor Utilized in Minimum Target Demands: 5.0 psig Fire line Backflow Preventer Required: Ames 3000ss double detector check above ground Domestic BOR static pressure at FFE: Domestic BOR residual pressure at FFE: Domestic Backflow Preventer Required: Watts 909 above ground 34.7 psig 25.4 psig @ 130 gpm SUMMARY OF RESULTS (CONCLUSION C2 - WITH RECOMMENDED IMPROVEMENTS) Fire line BOR static pressure at FFE: Fire line BOR high static pressure at FFE: Fire line BOR residual pressure at FFE: Assumed Fire line BOR FFE: Safety Factor Utilized in Minimum Target Demands: Fire line Backflow Preventer Required: Ames 3000ss above ground Domestic BOR static pressure at FFE: Domestic BOR residual pressure at FFE: Domestic Backflow Preventer Required: Watts 909 above ground CONTACT INFORMATION Backflow Prevention Contact Elizabeth O'Reily City of Sanford Utilities 300 North Park Avenue Phone: (407) 330 - 5639 Fax: (407) 330 - 5646 Fire Department Contact Pete Tucker Fire Inspector City of Sanford Fire Department Phone: (407) 302 - 1022 Fax: (407) 330 - 5677 37.2 psig 62.7 psig 18.7 psig @ 1600 gpm 72.0 ft., AMSL 5.0 psig 35.7 psig 28.8 psig @ 130 gpm Water Department Contact Elizabeth O'Reily City of Sanford Utilities 300 North Park Avenue Phone: (407) 330 - 5640 Fax: (407) 330 - 5646 City Representative present during test: Pete Tucker, Fire Inspector, City of Sanford Fire Department Please consult with the Fire Protection Engineer -of -Record to discuss design options prior to site layout. REGISTRATION STATEMENT I, James R. Spradling, a licensed professional engineer in the State of Florida, do hereby certify that this water flow test has been completed in accordance with NFPA 291 and is a true and correct survey for the project location for the date and time of the testing. It is Understood that the water supply information supplied in this report will become the design basis for the water based fire suppression systems (fire sprinkler and hose station). SUPERVISED BY: JAMES R. SPRADLING, P.E. �D ALTERNATIVES IN ENGINEERING, INC. :ALTERNATIVES IN ENGINEERING, INC. 1314 HIGHWAY DD. DEFIANCE, MO 63341 (636) 398-5288/FAX (636) 828-4634 We're fired up l to work AIE-06,11/01 REV07/16/01 1'. `.ES\SSMM01'\ SANFORD. FL REV RPT 07/18/01 for you! 4 :. Henderson Engineeers Inc. 8325 Lenexa Drive Suite 400 Lenexa KS 66214 913-307-5300 AREA 1 Description Tire Sales System No. Job Name Sam's Club Contract No. Data File 1SPRK.WX1 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 7/26/.2001 5:15:07 PM Section 1 Page 1 Raw Data for AREA 1 in English Units 072601 File = C:\H40\DATA\HYD\EMP01\SANFORD\1SPRK.WX1 Components Group = STDFTNOI Node Points 158 159 160 161 162 125 153 154 155 156 157 126 152 127 150 128 148 129 147 130 117 146 2G 2H 2I 2J 2K 2L 103 145 103 144 2M 2N 20 2P 2Q 2R 104 143 104 142 2S 2T 2U 2V 2W 2X 105 141 105 140 106 139 106 138 107 137 107 136 108 135 108 134 109 133 109 132 110 131 110 101 146 144 142 140 138 136 134 132 147 148 150 152 153 158 119 120 121 122 123 124 125 126 127 112 117 118 113 102 116 145 143 141 139 137 135 133 131 114 101 2A 2B 2C 2D 2E 2F 102 103 104 105 106 107 108 109 110 111 112 113 114 115 BOR1 HSE PMPO PMPI TEST 7/26/.2001 5:15:07 PM Section 2 Raw Data for AREA 1 in English Units File = C:\H40\DATA\HYD\EMP01\SANFORD\1SPRK.WX1 Components Group = STDFTNOI Data Fields Strt Fnsh Dia Length & Fittings C Chng Num K-Fac Pnt. Pnt. Fac Mark Heads Flow @1 Start of Equiv K @2 Start of Grid or Balance Calc *P-6 158 .159 2.635 R27.04 T 159 160 2.635 7.33 160 161 2.635 8.33 161 162 2.635 8.33 162 125 2.635 L95.79 T *P-9 153 154 2.635 R26.04 T 154 155 2.635 8.33 155 156 2.635 8.33 156 157 2.635 8.33 157 126 2.635 L95.79 T *P-12 152 127 2.635 146.83 2T *P-15 150 128 2.635 146.79 T *P-18 148 129 2.635 146.79 T *P-21 147 130 2.635 146.83 2T *P-24 130 117 2.635 58.87 T *P-27 146 2G 2.635 51.04 T 2G 2H 2.635 8.33 2H 2I 2.635 8.33 2I 2J 2.635' 8.33 2J 2K 2.635 8.33 2K 2L 2.635 8.33 2L 103 2.635 54.12 T *P-30 145 103 2.635 125.45 2T *P-33 144 2M 2.635 51.04 T 2M 2N 2.635 8.33 2N 20 2.635 8.33 20 2P 2.635 8.33 2P 2Q 2.635 8.33 2Q 2R 2.635 8.33 2R 104 2.635 54.12 T *P-36 143 104 2.635 125.45 2T *P-39 142 2S 2.635 51.04 T 2S 2T 2.635 8.33 2T 2U 2.635 8.33 2U 2V 2.635 8.33 2V 2W 2.635 8.33 2W 2X 2.635 8.33 2X 105 2.635 54.12 T *P-42 141 105 2.635 125.45 2T *P-45 140 106 2.635 146.83 2T *P-48 139 106 2.635 125.45 2T 120 120 120 120 120 120 120 120 120 120 120 120 120 120 120 120 120 120 120 120 120 120 120 120 120 120 120 120 120 120 120 120 120 120 120 120 120 120 Ln-G 4 Ln-G 5 Ln-G 6 Ln-G 7 Ln-G 20 Ln-G 3 Ln-G 4 Ln-G 5 Ln-G 6 Ln-G 19 Ln-G 19 Ln-G 18 Ln-G 18 Ln-G 18 Ln-G 25 Ln-G 6 Ln-G 7 Ln-G 8 Ln-G 9 Ln-G 10 Ln-G 11 Ln-G 18 Ln-G 18 Ln-G 6 Ln-G 7 Ln-G 8 Ln-G 9 Ln-G 10 Ln-G 11 Ln-G 18 Ln-G 18 Ln-G 6 Ln-G 7 Ln-G 8 Ln-G 9 Ln-G 10 Ln-G 11 Ln-G 18 120 Ln-G 18 120 Ln-G 18 120 Ln-G 18 Page 2 072601E Den Area Press Elev 28.0 25.2 .2000 83.30 20.000 28.0 25.2 .2000 83.30 20.000 28.0 25.2 .2000 83.30 20.000 28.0 25.2 .2000 83.30 20.000 28.0 28.0 25.2 .2000 83.30 20.000 28.0 25.2 .2000 83.30 20.000 28.0 25.2 .2000 83.30 20.000 28.0 25.2 .2000 83.30 20.000 28.0 28.0 28.0 W:Xi 28.0 28.0 28.0 28.0 28.0 28.0 28.0 28.0 28.0 28.0 28.0 28.0 28.0 28.0 28.0 28.0 28.0 28.a 28.0 28.0 28.0 28.0 28.0 28.0 28.0 7/26/2001 5:15:07 PM Section 2 Raw Data for AREA 1 in English Units File = C:\H40\DATA\HYD\EMP01\SANFORD\1SPRK.WX1 Components Group = STDFTNOI Data Fields Strt Fnsh Dia Length & Fittings C Chng Num K-Fac Pnt. Pnt. Fac Mark Heads Flow *P-51 138 107 2.635 146.83 2T 120 Ln-G 18 *P-54 137 107 2.635 125.45 2T 120 Ln-G 20 *P-57 136 108 2.635 146.83 2T 120 Ln-G 18 *P-60 135 108 2.635 125.45 2T 120 Ln-G 18 *P-63 134 109 2.635 146.83 2T 120 Ln-G 18 *P-66 133 109 2.635 125.45 2T 120 Ln-G 16 *P-69 132 110 2.635 152.83 4E2T 120 Ln-G 19 *P-72 131 110 2.635 125.45 2T 120 Ln-G 18 *P-75 101 146 4.260 10.00 E 120 Mn-G2 0 146 144 4.260 10.00 120 Mn-G2 15 144 142 4.260 10.00 120 Mn-G2 15 142 140 4.260 8.95 120 Mn-G2 15 140 138 4.260 10.00 120 Mn-G2 15 138 136 4.260 10.00 120 Mn-G2 15 136 134 4.260 10.00 120 Mn-G2 15 134 132 4.260 8.95 120 Mn-G2 15 132 147 4.260 10.00 120 Mn-G2 15 147 148 4.260 10.00 120 Mn-G2 30 148 150 4.260 10.00 120 Mn-G2 30 150 152 4.260 8.95 120 Mn-G2 30 152 153 4.260 10.00 120 Mn-G2 48 153 158 4.260 10.00 120 Mn-G2 48 158 119 4.260 10.00 E 120 Mn-G2 48 119 120 2.635 26.04 120 Ln-G 51 120 121 2.635 8.33 120 Ln-G 52 121 122 2.635 8.33 120 Ln-G 53 122 123 2.635 8.33 120 Ln-G 54 123 124 2.635 95.79 T 120 Ln-G 67 124 125 4.260 10.00 120 Mn-G2 71 125 126 4.260 10.00 120 Mn-G2 92 126 127 4.260 10.00 120 Mn-G2 112 127 12.8 4.260 8.95 120 Mn-G2 141 128 129 4.260 10.00 120 Mn-G2 161 129 130 4.260 10.00 120 Mn-G2 182 130 111 4.260 3.66 T 120 Mn-G2 200 *P-78 112 117 4.260 3.66 2T 120 Mn-G1 0 117 118 .2.635 50.70 T 120 Ln-G 58 118 113 4.260 3.66 T 120 Mn-G1 90 *P-81 102 116 2.635 125.45 2T 120 Ln-G 15 116 145 6.357 10.00 120 Mn-G1 18 145 143 6.357 10.00 120 Mn-G1 21 143 141 6.357 10.00 120 Mn-Gl 24 141 139 6.357 8.95 120 Mn-G1 27 139 137 6.357 10.00 120 Mn-G1 30 137 135 6.357 10.00 120 Mn-G1 35 135 133 6.357 10.00 120 Mn-G1 38 133 131- 6.357 8.95 120 Mn-G1 39 25.2 25.2 25.2 25.2 Page 3 072601 Den Area Press Elev e Iwo 28.0 28.0 28.0 28.0 28.0 28.0 28.0 28.0 28.0 28.0 28.0 28.0 28.0 28.0 28.0 28.0 28.0 28.0 28.0 28.0 28.0 28.0 2000 83.30 20.000 28.0 2000 83.30 20.000 28.0 2000 83.30 20.000 28.0 2000 83.30 20.000 28.0 28.0 28.0 28.0 28.0 28.0 28.0 28.0 28.0 28.0 28.0 28.0 28.0 28.0 28.0 28:0 28.0 28.0 28.0 28.0 7/26/.2001 5:15:07 PM Section 2 Raw Data for AREA 1 in English Units File = C:\H40\DATA\HYD\EMP01\SANFORD\1SPRK.WX1 Components Group = STDFTNOI Data Fields Strt Fnsh Dia Length & Fittings Pnt. Pnt. 131 114 6.357 6.33 T *P-84 101 2A 2.635 53.04 4E 2A 2B 2.635 8.33 2B 2C 2.635 8.33 2C 2D 2.635 8.33 2D 2E 2.635 8.33 2E 2F 2.635 8.33 2F 102 2.635 54.12 T 102 103 4.260 10.00 103 104 4.260 10.00 104 105 4.260 10.00 105 106 4.260 8.95 106 107 4.260 10.00 107 108 4.260 10.00 108 109 4.260 10.00 109 110 4.260 8.95 110 111 4.260 6.33 T. 111 112 4.260 58.87 112 113 6.357 50.70 113 114 6.357 15.87 114 115 6.357 17.08 E 115 BOR1 8.249 21.00 E BOR1 HSE 8.249 5.79E HSE PMPO 8.249 14-45 E PMPO PMPI TEST 8.249 7.37 TEST @3 Start of Pump @4 Start of Check @5 END of ALL Pipe C Chng Num K-Fac Fac Mark Heads Flow 120 Mn-G1 42 120 Ln-G 7 120 Ln-G 8 120 Ln-G 9 120 Ln-G 10 120 Ln-G 11 120 Ln-G 12 120 Ln-G 19 120 Mn-G1 19 120 Mn-Gl 55 120 Mn-G1 91 120 Mn-G1 127 120 Mn-G1 163 120 Mn-G1 201 120 Mn-G1 237 120 Mn-G1 271 120 Mn-G1 308 120 Mn-Gl 508 120 Mn-G1 508 12,0 Mn-Gl 598 120 Mn-S 651 120 Mn-S 651 120 Mn-S 651 Page 4 072601 Den Area Press Elev 120 Mn-S 651 +100.00 .001 .001 .001 120 Mn-S 651 H150.00 .001 .001 .001 28.0 28.0 28.0 28.0 28.0 28.0 28.0 28.0 28.0 28.0 28.0 28.0 28.0 28.0 28.0 28.0 28.0 28.0 28.0 28:0 28.0 2.0 0 0 0 0 7/26/.2001 5:15:07 PM Section 3 ,Raw Data for AREA 1 in English Units File = C:\H40\DATA\HYD\EMPO1\SANFORD\1SPRK.WX1 Components Group = STDFTNOI Misc Information and Water Supplies Common Elevation Common Elevation = 28.0 Calculation Question Answers Remote Point = 161 Source Point = TEST Auto Peak Move Length = 12.5 Locate Remote Head = Y Auto Alter Fittings Lengths = Y Auto Peak = N Alter Lengths After Auto Peak = N City Water Supply Information Connection Point = TEST Static Pressure = 37.2 Residual Pressure = 14.2 Residual Flow = 1600 Pump Information for NFPA Pump Inlet = PMPI Pump Outlet = PMPO Connection Point = TEST Pressure Flow 84 0 82.833 625 70 1250 63.141 1458 54.948 1667 45.5 1875 Page 5 072601 Henderson Engineeers Inc. Page 6 AREA 1 Date 072601 Hydraulic Design Information Sheet AREA 1 Date - 072601 Description - Tire Sales Job name - Sam's Club System No. - Contractor - Contract No. - Calculated By - Paul C. Link, P.E. Drawing No. - Construction: ( ) Combustible (X) Non -Combustible Ceiling Height - Occupancy - mercantile S ( ) NFPA 13 ( ) Lt. Haz. Ord.Haz.Gp. ( ) 1 ( ) 2 ( ) 3 ( ) Ex.Haz. Y ( ) NFPA 231 ( ) NFPA 231C ( ) Figure Curve S Other 12 sprinklers flowing at minimum 20 psi + 250 hose T Specific Ruling Made By Date E M Area of Sprinkler Operation - System Type Sprinkler/Nozzle Density - 0.2 (X) Wet Make D Area Per Sprinkler - 83.3 ( ) Dry Model E Elevation at Highest Outlet - 28 ( ) Deluge Size S Hose Allowance - Inside - ( ) Preaction K-Factor 100 I Rack Sprinkler Allowance ( ) Other Temp.Rat.165 G Hose Allowance - Outside - N Note Calculation Flow Required - 1478 Press Required - 56.5 At Test Summary C-Factor Used: 120 Overhead 120 Underground W Water Flow Test: Pump Data: Tank or Reservoir: A Date of Test - Cap. - T Time of Test Rated Cap.- 1250 Elev.- E Static Press, - 37.2 @ Press - 70 R Residual Press - 14.2 Elev. - 0 Well Flow - 1600 Proof Flow S Elevation - 0 u P Location - P L Source of Information - see attached water report Y C Commodity Class Location 0 Storage Ht. Area Aisle W. M Storage Method: Solid Piled o Palletized % Rack M ( ) SingleRow( ) Conven. Pallet ( ) Auto. Storage ( ) Encap. S R ( ) Double Row ( ) Slave Pallet ( ) Solid Shelf ( ) Non T A ( ) Mult. Row ( ) Open Shelf 0 C R K Flue Spacing Clearance:Storage to Ceiling A Longitudinal Transverse G E Horizontal Barriers Provided: Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Henderson Engineeers Inc. Page 7 AREA 1 Date 072601 ... ... .L.j.�� � L-. k3LCILLO uy nyutaL,Ct, liiU. nuuue III winanam N.H. USA ujud/ Henderson Engineeers Inc. AREA 1 Page 8 Date 072601 Node Elevation K-Fact Pt Pn Flow Density Area Press No. Actual Actual Added Req. Reg. 158 28 27.88 na 159 28 25.2 20.47 na 114 .2000 83.30 20.000 160 28 25.2 20.03 na 112.79 .2000 83.30 20.000 161 28 25.2 20 na 112.7 .2000 83.30 20.000 1:62 28 25.2 20.15 na 113.13 .2000 83.30 20.000 153 28 28.53 na 154 28 25.2 20.98 na 115.43 .2000 83.30 20.000 155 28 25.2 20.46 na 113.99 .2000 83.30 20.000 156 28 25.2 20.42 na 113.88 .2000 83.30 20.000 157 28 25.2 20.57 na 114.28 .2000 83.30 20.000 152 28 29.89 na 150 28 30.95 na 148 28 31.97 na 147 28 32.85 na 130 28 34.64 na 146 28 35.31 na 2G 28 36.07 na 2H 28 36.16 na 21 28 36.26 na 21 28 36.35 na 2K 28 36.45 na 2L 28 36.54 na 145 28 40.11 na 144 28 35.27 na 2M 28 36.04 na 2N 28 36.14 na 20 28 36.24 na 2P 28 36.33 na 24 28 36.43 na 2R 28 36.52 na 143 28 40.12 na 142 28 35.19 na 2S 28 38.99 na 2T 28 36.09 na 2U 28 36.19 na 2v 28 36.29 na 2W 28 36.39 na 2X 28 36.49 na 141 28 40.14 na 140 28 35.07 na 139 28 40.17 na 138 28 34.85 na 137 28 40.22 na 136 28 34.54 na 135 28 40.28 na 134 28 34.11 na 133 28 40.37 na 132 28 33.59 na 131 28 40.48 na 101 28 35.33 na 146 28 35.31 na 144 28 35.27 na 142 28 35.19 na 140 28 35.07 na 138 28 34.85 na 136 28 34.54 na 134 28 34.11 na 132 28 33.59 na 147 28 32.85 na 148 28, 31.97 na 150 28 30.95 na 152 28. 29.89 na 153 28 28.53 na 158 28 27.'88 na 119 28 27.42 na Computer Programs by Hydratec Inc. Route Ill Windham N.H. USA 03087 Henderson Engineeers Inc. Page 9 AREA 1 Date 072601 Node Elevation K-Fact Pt Pn Flow Density Area Press No. Actual Added Req. Req. 120 28 25.2 22.05 na 118.32 .2000 83.30 20.000 121 28 25.2 21.39 na 116.56 .2000 83.30 20.000 122 28 25.2 21.31 na 116.34 .2000 83.30 20.000 123 28 25.2 21.41 na 116.61 .2000 83.30 20.000 124 28 30.8 na 125 28 30.88 na 126 28 31.19 na 127 28 31.87 na 128 28 32.59 na 129 28 33.54 na 130 28 34.64 na 112 28 40.35 na 117 28. 40.17 na 118 28 40.89 na 102 28 37.34 na 116 28 40.11 na 145 28 40.11 na 143 28 40.12 na 141 28 40.14 na 139 28 40.17 na 137 28 40.22 na 135 28 40.28 na 133 28 40.37 na 131 28 40.48 na 101 28 35.33 na 2A 28 36.2 na 2B 28 36.29 na 2C 28 36.37 na 2D 28 36.45 na 2E 28 36.54 na 2F 28 36.62 na 102 28 37.34 na 103 28 37.33 na 104 28 37.33 na 105 28 37.32 na 106 28 37.31 na 107 28 37.29 na 108 28 37.27 na 109 28 37.24 na 110 28 37.21 na 111 28 37.09 na 112 28 _ 40.35 na 113 28 40.92 na 114 28 41.13 na 115 28 42.88 na BOR1 2 54.73 na HSE 0 55.96 na 100 PMPO 0 56.52 na PMPI 0 5.87 na TEST 0 5.76 na 150 The maximum velocity is 18.43 and it occurs in the pipe between nodes 152 and 153 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Henderson Engineeers Inc. Page 10 AREA 1 Date 072601 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/UL Eqv. Ln. Total Pf Pn 158 -261.37 2.635 1T 16.474 27.040 27.879 to 120 16.474 159 -261.37 -0.1704 43.514 -7.413 Vel =-15.377 159 114.01 2.635 7.330 20.466 K Factor = 25.2 to 120 160 -147.36 -0.0591 7.330 -0.433 Vel = -8.670 160 112.79 2.635 8.330 20.034 K Factor = 25.2 to 120 161 -34.57 -0.0041 8.330 -0.034 Vel = -2.034 161 112.70 2.635 8.330 20.000 K Factor = 25.2 to 120 162 78.13 0..0182 8.330 0.152 Vel = 4.597 162 113.12 2.635 1T 16.474 95.790 20.152 K Factor = 25.2 to 120 16.474 125 191.25 0.0956 112.264 10.731 Vel = 11.252 191.25 30.883 K Factor = 34.41 153 -267.32 2.635 1T 16.474 26.040 28.532 to 120 16.474 154 -267.32 -0.1776 42.514 -7.551 Vel =-15.728 154 115.43 2.635 8.330 20.981 K Factor = 25.2 to 120 155 -151.89 -0.0624 8.330 -0.520 Vel = -8.936 155 113.99 2.635 8.330 20.461 K Factor = 25.2 to 120 156 -37.90 -0.0048 8.330 -0.040 Vel = -2.230 156 113.88 2.635 8.330 20.422 K Factor = 25.2 to 120 157 75.98 0.0173 8.330 0.144 Vel = 4.470 157 114.28 2.635 1T 16.474 95.790 20.566 K Factor = 25.2 to 120 16.474 126 190.26 0.0947 112.264 10.629 Vel = 11.194 190.26 31.195 K Factor = 34.06 152 59.42 2.635 2T 16.474 146.830 29.889 to 120 32.948 127 59.42 0.0110 179.778 1.977 Vel = 3.496 59.42 31.866 K Factor = 10.53 150 56.67 2.635 1T 16.474 146.790 30.946 to 120 16.474 128 56.67 0.0101 163.264 1.645 Vel = 3.334 56.67 32.591 K Factor = 9.93 148 55.32 2.635 1T 16.474 146.7.90 31.968 to 120 16.474 129 .55.32 0.0096 163.264 1.573 Vel = 3.255 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Henderson Engineeers Inc. Page 11 AREA 1 Date 072601 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/UL Eqv. Ln. Total Pf Pn 55.32 33.541 K Factor = 9.55 147 56.40 2.635 2T 16.474 146.830 32.847 to 120 32.948 130 56.40 0.0100 179.778 1.795 Vel = 3.318 56.40 34.642 K Factor = 9.58 130 165.75 2.635 1T 16.474 58.870 34.642 to 120 16.474 117 165.75 0.0734 75.344 5.527 Vel = 9.752 165.75 40.169 K Factor =. 26.15 146 60.20 2.635 1T 16.474 $1.040 35.309 to 120 16.474 2G 60.20 0.0113 67.514 0.760 Vel = 3.542 2G 2.635 8.330 36.070 to 120 2H 60.20 0.0113 8.330 0.094 Vet = 3.542 2H 2.635 8.330 36.164 to 120 2I 60.20 0.0113 8.330 0.094 Vel = 3.542 2I 2.635 8.330 36.257 to 120 2J 60.20 0.0113 8.330 0.094 Vel = 3.542 2J 2.635 8.330 36.351 to 120 2K 60.20 0.0113 8.330 0.094 Vel = 3.542 2K 2.635 8.330 36.445 to 120 2L 60.20 0.0113 8.330 0.094 Vel = 3.542 2L 2.635 1T 16.474 54.120 36.539 to 120 16.474 103 60.20 0.0113 70.594 0.795 Vel = 3.542 60.20 37.334 K Factor = 9.85 145 -76.49 2.635 2T 16.474 125.450 40.113 to 120 32.948 103 -76.49 -0.0175 158.398 -2.779 Vel _ -4.500 -76.49 37.334 K Factor = -12.52 144 60.72 2.635 1T 16.474 51.040 35.272 to 120 16.474 2M 60.72 0.0114 67.514 0.773 Vet = 3.572 2M 2.635 8.330 36.045 to 120 2N 60.72 0.0114 8.330 0.095 Vel = 3.572 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Henderson Engineeers Inc. Page 12 AREA 1 Date 072601 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/UL Eqv. Ln. Total Pf Pn 2N 2.635 8.330 36.140 to 120 20 60.72 0.0114 8.330 0.095 Vel = 3.572 20 2.635 8.330 36.236 to 120 2P 60.72 0.0114 8.330 0.095 Vel = 3.572 2P 2.635 8.330 36.331 to 120 2Q 60.72 0.0114 8.330 0.095 Vel = 3.572 2Q 2.635 8.330 36.426 to 120 2R 60.72 0.0114 8.330 0.095 Vel = 3.572 2R 2.635 1T 16.474 54.120 36.522 to 120 16.474 104 60.72 0..0114 70.594 0.808 Vel = 3.572 60.72 37.330 K Factor = 9.94 143 -76.68 2.635 2T 16.474 125.450 40.121 to 120 32.948 104 -76.68 -0.0176 158.398 -2.792 V61 = -4.511 -76.68 37.329 K Factor = -12.55 142 61.87 2.635 1T 16.474 51.040 35.192 to 120 16.474 2S 61.87 0.0118 67.514 0.800 Vel = 3.640 2S 2.635 8.330 35.992 to 120 2T 61.87 0.0119 8.330 0.099 Vel = 3.640 2T 2.635 8.330 36.090 to 120 2U 61.87 0.0119 8.330 0.099 Vet = 3.640 2U 2.635 8.330 36.189 to 120 2V 61.87 0.0119 8.330 0.099 Vel = 3.640 2V 2.635 8.330 36.288 to 120 2W 61.87 0.0119 8.330 0.099 Vel = 3.640 2W 2.635 8.330 36.386 to 120 2X 61.87 0.0119 8.330 0.099 Vel = 3.640 2X 2.635 1T 16.474 54.120 36.485 to 120 16.474 105 61.87 0.0118 70.594 0.836 Vel = 3.640 61.87 37.321 K Factor = 10.13 141-7'7.07 2.635 2T 16.474 125.450 40.140 to 120 32.948 105 77.07-0.0178 158.398 -2.818 Vel = -4.534 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Henderson Engineeers Inc. AREA 1 Page 13 Date 072601 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/UL Eqv. Ln. Total Pf Pn -77.07 37.322 K Factor = -12.62 140 63.62 2.635 2T 16.474 146.830 35.067 to 120 32.948 106 63.62 0.0125 179.778 2.243 Vet = 3.743 63.62 37.310 K Factor = 10.42 139 -77.66 2.635 2T 16.474 125.450 40.168 to 120 32.948 106 -77.66 -0.0180 158.398 -2.858 Vel = -4.569 -77.66 37.310 K Factor = -12.71 138 66.58 2.635 2T 16.474 146.830 34.851 to 120 32.948 107 66.58 0.0136 179.778 2.440 Vel 3.917 66.58 37.291 K Factor = 10.90 137 -78.63 2.635 2T 16.474 125.450 40.216 to 120 32.948 107 -78.63-0.0185 158.398 -2.924 Vel = -4.626 -78.63 37.292 K Factor = -12.88 136 70.72 2.635 2T 16.474 146.830 34.539 to 120 32.948 108 70.72 0.0152 179.778 2.728 Vel = 4.161 70.72 37.267 K Factor = 11.58 135 -79.96 2.635 2T 16.474 125.450 40.283 to 120 32.948 108 -79.96 -0.0190 158.398 -3.017 Vel =-4-.704 -79.96 37.266 K Factor = -13.10 134 76.17 2.635 2T 16.474 146.830 34.107 to 120 32.948 109 76.17 0.0174 179.778 3.130 Vel = 4.481 76.17 37.237 K Factor = 12.48 133 -81.65 2.635 2T 16.474 125.450 40.373 to 120 32.948 109 -81.65 -0.0198 158.398 -3.136 Vel = -4.804 -81.65 37.237 K Factor = -13.38 132 74.11 2.635 4E 8.237 152.830 33.589 to 120 2T 16.474 65.896 110 74.11 0.0165 218.726 3.619 Vel = 4.360 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Henderson Engineeers Inc. Page 14 AREA 1 Date 072601 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/UL Eqv. Ln. Total Pf Pn 74.11 37.208 K Factor = 12.15 131 -83.51 2.635 2T 16.474 125.450 40.478 to 120 32.948 110 -83.51 -0.0206 158.398 -3.269 Vel = -4.913 -83.51 37.209 K Factor = -13.69 101 -56.77 4.260 lE 13.167 10.000 35.332 to 120 13.167 146 -56.77 -0.00,10 23.167 -0.023 Vel = -1.278 146 -60.20 4.260 10.000 35.309 to 120 144 -116.97 -0.0037 10.000 -0.037 Vel = -2.633 144 -60.72 4.260 10.000 35.272 to 120 142 -17.7.69 -0.0080 10.000 -0.080 Vel = -4.000 142 -61.87 4.260 8.950 35.192 .to 120 140 -239.56 -0.0140 8.950 -0.125 Vel = -5.392 140 -63.62 4.260 10.000 35.067 to 120 138 -303.18 -0.0216 10.000 -0.216 Vel = -6.825 138 -66.58 4.260 10.000 34.851 to 120 136 -369.76 -0.0312 10.000 -0.312 Vel = -8.323 136 -70.72 4.260 10.000 34.539 to 120 134 -440.48 -0.0431 10.000 -0.431 Vel = -9.915 134 -76.17 4.260 8.950 34.107 to 120 132 -516.65 -0.0579 8.950 -0.518 Vet =-11.630 132 -74.12 4.260 10.000 33.589 to 120 147 -590.77 -0.0742 10.000 -0.742 Vel =-13.298 147 -56.39 4.260 10.000 32.847 to 120 148-647.16-0.0879 10.000 -0.879 Vel =-14.567 148 -55.33 4.260 10.000 31.968 to 120 150 -702.49 -0.1023 10.000• -1.023 Vel =-15.813 150 -56.66 4.260 8.950 30.946 to 120 152 -759.15 -0.1180 8.950 -1.056 Vel =-17.088 152 -59.42 4.260 10.000 29.889 to- 120 153-818.57-0.1357 10.000 -1.357 Vel =-18.426 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Henderson Engineeers Inc. Z1 D L'A 1 Page 15 Date 072601 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/UL Eqv. Ln. Total Pf Pn 153 267.32 4.260 10.000 28.532 to 120 158 -551.25 -0.0653 10.000 -0.653 Vel =-12.408 158 261.36 4.260 lE 13.167 10.000 27.879 to 120 13.167 119 -289.89 -0.0199 23.167 -0.461 Vel = -6.525 119 2.635 26.040 27.418 to 120 120 -289.89 -0.2063 26.040 -5.373 Vel =-17.055 120 118.32 2.635 8.330 22.045 K Factor = 25.2 to 120 121 -171.57 -0.0782 8.330 -0.651 Vel =-10.094 121 116.56 2.635 8.330 21.394 K Factor = 25.2 to 120 122 -55.01 -0.0095 8.330 -0.079 Vel = -3.236 122 116.35 2.635 8.330 21.315 K Factor = 25.2 to 120 123 61.34 0.0116 8.330 0.097 Vel = 3.609 123 116.61 2.635 1T 16.474 95.790 21.412 K Factor = 25.2 to 120 16.474 124 177.95 0.0837 112.264 9.392 Vel = 10.470 124 4.260 10.000 30.803 to 120 125 177.95 0.0081 10.000 0.081 Vel = 4.006 125 191.25 4.260 10.000 30.884 to 120 126 369.20 0.0311 10.000 0.311 Vel = 8.311 126 190.26 4.260 -10.000 31.195 to 120 127 559.46 0.0671 10.000 0.671 Vel = 12.593 127 59.42 4.260 8.950 31.866 to 120 128 618.88 0.0809 8.950 0.724 Vel = 13.931 128 56.67 4.260 10.000 32.590 to 120 129 675.55 0.0951 10.000 0.951 Vel = 15.206 129 55.32 4.260 10.000 33.541 to 120 130 730.87 0.1100 10.000 1.100 Vel = 16.452 130 -109.35 4.260 1T 26.334 3.660 34.642 to 120 26.334 ill 621.52 0.0815 29.994 2.445 Vel = 13.990 621.52 37.087 K Factor = 102.06 112 -107.23 4.260 2T 26.334 3.660 40.346 to 120 52.668 117 -107.23 -0.0032 56.328 -0.178 Vel = -2.414 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Hend@rson Engineeers Inc. Page 16 AREA 1 Date 072601 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/UL Eqv. Ln. Total Pf Pn 117 165.74 2.635 1T 16.474 50.700 40.168 to 120 16.474 118 58.51 0.0107 67.174 0.718 Vel = 3.442 118 4.260 1T 26.334 3.660 40.886 to 120 26.334 113 58.51 0.0010 29.994 0.031 Vel = 1.317 58.51 40.917 K Factor = 9.15 102 76.43 2.635 2T 16.474 125.450 37.335 to 120 32.948 116 76.43 0.0175 158.398 2.775 Vel:= 4.497 116 6.357 10.000 40.110 to 120 145 76.43 0.0002 10.000 0.002 Vel = 0.773 145 76.49 6.357 10.000 40.113 to 120 143 152.92 0.0009 10.000 0.009 Vel = 1.546 143 76.68 6.357 10.000 40.121 to 120 141 229.60 0.0018 10.000 0.018 Vel = 2.321 141 77.07 6.357 8.950 40.140 to 120 139 306.67 0.0031 8.950 0.028 Vel = 3.100 139 77.66 6.357 10.000 40.168 to 120 137 384.33 0.0048 10.000 0.048 Vel = 3.885 137 78.63 6.357 10.000 40.216 to 120 135 462.96 0.0067 10.000 0.067 Vel = 4.680 135 79.96 6.357 10.000 40.283 to 120 133 542.92 0.0090 10.000 0.090 Vel = 5.488 133 81.66 6.357 8.950 40.373 to 120 131 624.58 0.0117 8.950 0.105 Vel = 6.314 131 83.51 6.357 1T 37.720 6.330 40.478 to 120 37.720 114 708.09 0.0148 44.050 0.651 Vel = 7.158 708.09 41.129 K Factor = 110.41 101 56.77 2.635 4E 8.237 53.040 35.332 to 120 32.948 2A 56.77 0.0101 85.988 0.869 Vel = 3.340 2A 2.635 8.330 36.201 to 120 2B 56.77 0.0101 8.330 0.084 Vel = 3.340 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Henderson Engineeers Inc. Page 17 AREA 1 Date 072601 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/UL Eqv. Ln. Total Pf Pn 2B 2.635 8.330 36.285 to 120 2C 56.77 0.0101 8.330 0.084 Vel = 3.340 2C 2.635 8.330 36.369 to 120 2D 56.77 0.0101 8.330 0.084 Vel = 3.340 2D 2.635 8.330 36.453 to 120 2E 56.77 0.0101 8.330 0.084 Vel = 3.340 2E 2.635 8.330 36.538 to 120 2F 56.77 0.0101 8.330 0.084 Vel = 3.340 2F 2.635 1T 16.474 54.120 36.622 to 120 16.474 102 56.77 0.0101 70.594 0.713 Vel = 3.340 102 -76.43 4.260 10.000 37.335 to 120 103 -19.66 -0.0001 10.000 -0.001 Vel = -0.443 103 -16.29 4.260 10.000 37.334 to 120 104 -35.95 -0.0004 10.000 -0.004 Vet = -0.809 104 -15.95 4.260 10.000 37.330 to 120 105 -51.90 -0.0008 10.000 -0.008 Vel = -1.168 105 -15.21 4.260 8.950 37.322 to 120 106 -67.11 -0.0013 8.950 -0.012 Vel = -1.511 106 -14.04 4.260 10.000 37.310 to 120 107 -81.15 -0.0019 10.000 -0.019 Vel = -1.827 107 -12.05 4.260 10.000 37.291 to 120 108 -93.20 -0.0024 10.000 -0.024 Vel = -2.098 108 -9.24 4.260 10.000 37.266 to 120 109 -102.44 -0.0029 10.000 -0.029 Vel = -2.306 109 -5.48 4.260 8.950 37.237 to 120 110 -107.92 -0.0032 8.950 -0.029 Vel = -2.429 110 -9.40 4.260 1T 26.334 6.330 37.209 to 120 26.334 ill -117.32 -0.0037 32.664 -0.122 Vel = -2.641 ill 621.52 4.260 58.870 37.087 to 120 112 504.20 0.0554 58.870 3.259 Vel = 11.349 112 107.23 6.357 50.700 40.346 to 120 113 611.43 0.0113 50.700 0.571 Vel = 6.181 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Henderson Engineeers Inc. Page 18 AREA 1 Date 072601 e Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/UL Eqv. Ln. Total Pf Pn 113 58.51 6.357 15.870 40.917 to 120 114 669.94 0.0134 15.870 0.212 Vel = 6.772 114 708.09 6.357 lE 17.603 17.080 41.129 to 120 17.603 115 1378.03 0.0506 34.683 1.756 Vel = 13.930 115 8.249 lE 20.018 21.000 42.885 to 120 20.018 11.261 BOR1 1378.03 0.0142 41.018 0.584 Vel = 8.273 BOR1 8.249 lE 20.018 5.790 54.730 to 120 20.018 0.866 HSE 1378.03 0.0142 25.808 0.367 Vel = 8.273 HSE 100.00 8.249 lE 20.018 14.450 55.963 Qa = 100.00 to 1 120 20.018 PMPO 1478.03 0.0162 34.468 0.559 Vel = 8.873 1478.03 56.522 K Factor = 196.60 Pressure @ Pump Outlet 56.522 Pressure From Pump Curve 62.396 Pressure @ Pump Inlet -5.874 PMPI 8.249 7.370 -5.874 to .120 TEST 1478.03 0.0161 7.370 0.119 Vel = 8.873 150.00 Qa = 150.00 1628.03 -5.755 K Factor = 678.64 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Henderson Engineeers Inc. 8325 Lenexa Drive Suite 400 Lenexa KS 66214 913-307-5300 AREA 3 Description Sales System No. Job Name Sam's Club Contract No. Data File 3SPRK.WX3 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 7/26/2001 5:19:53 PM Section 1 Page 1 Raw Data for AREA 3 in English Units 072601 File = C:\H40\DATA\HYD\EMP01\SANFORD\3SPRK.WX3 Components Group = STDFTNOI Node Points 392 379 391 371 390 362 389 360 388 356 387 354 380 381 382 383 384 385 386 309 372 373 374 375 376 377 378 392 379 310 364 365 366 367 368 369 370 391 371 311 363 312 361 390 362 313 359 389 360 314 358 315 357 316 355 388 356 317 353 387 354 318 352 319 351 320 350 321 349 322 348 323 347 324 346 325 345 326 344 327 343 328 342 329 341 330 340 331 339 332 338 333 301 380 372 364 363 361 359 358 357 355 353 352 351 350 349 348 347 346 345 344 343 342 341 340 336 BOR2 301 302 303 304 305 306 307 308 309 310 311 312 313 314 315 316 317 318 319 320 321 322 323. 324 332 333 334 335 BOR2 PMPO PMPI TEST 7/26/2001 5:19:53 PM Section 2 Page 2 Raw Data for AREA 3 in English Units 072601 File = C:\H40\DATA\HYD\EMP01\SANFORD\3SPRK.WX3 Components Group = STDFTNOI Data Fields Strt Fnsh Dia Length & Fittings C Chng Num K-Fac Den Area Press Elev Pnt. Pnt. Fac Mark Heads Flow @1 Start of Equiv K @2 Start of Grid or Balance Calc *P-6 392 379 2.157 74.33 4E2T 120 Ln-G 5 28.0 *P-9 391 371 2.157 74.83 4E2T 120 Ln-G 5 28.0 *P-12 390 362 2.157 70.41 4E2T 120 Ln-G 5 28.0 *P-15 389 360 2.157 69.91 4E2T 120 Ln-G 5 28.0 *P-18 388 356 2.157 70.16 4E2T 120 Ln-G 5 28.0 *P-21 387 354 2.157 70.66 4E2T 120 Ln-G 5 28.0 *P-24 380 381 2.157 R18.33 T 120 Ln-G 4 28 381 382 2.157 8.33 120 Ln-G 5 11.2 .4000 83.30 7.000 28 382 383 2.157 8.33 120 Ln-G 6 11.2 .4000 83.30 7.000 28 383 384 2.157 8.33 120 Ln-G 7 11.2 .4000 83.30 7.000 28 384 385 2.157 8.33 120 Ln-G 8 11.2 .4000 83.30 7.000 28 385 386 2.157 8.33 120 Ln-G 9 11.2 .4000 83.30 7.000 28 386 309 2.157 L76.41 T 120 Ln-G 19 11.2 .4000 83.30 7.000 28 *P-27 372 373 2.157 R18.33 T 120 Ln-G 4 28 373 374 2.157 8.33 120 Ln-G 5 11.2 .4000 83.30 7.000 28 374 375 2.157 8.33 120 Ln-G 7 11.2 .4000 83.30 7.000 28 375 376 2.157 8.33 120 Ln-G 8 11.2 .4000 83.30 7.000 28 376 377 2.157 8.33 120 Ln-G 9 11.2 .4000 83.30 7.000 28 377 378 2.157 8.33 120 Ln-G 10 11.2 .4000 83.30 7.000 28 378 392 2.157 6.87 120 Ln-G 11 11.2 .4000 83.30 7.000 28 392 379 2.157 49.33 120 Ln-G 17 28.0 379 310 2.157 L20.20 T 120 Ln-G 25 28.0 *P-30 364 365 2.157 R18.33 T 120 Ln-G 4 28 365 366 2.157 8.33 120 Ln-G 6 11.2 .4000 83.30 7.000 28 366 367 2.157 8.33 120 Ln-G 9 11.2 .4000 83.30 7.000 28 367 368 2.157 8.33 120 Ln-G 10 11.2 .4000 83.30 7.000 28 368 369 2.157 8.33 120 Ln-G 11 11.2 .4000 83.30 7.000 28 369 370 2.157 8.33 120 Ln-G 12 11.2 .4000 83.30 7.000 28 370 391 2.157 6.87 120 Ln-G 13 11.2 .4000 83.30 7.000 28 391 371 2.157 49.33 120 Ln-G 19 28.0 371 311 2.157 L20.20 T 120 Ln-G 27 28.0 *P-33 363 312 2.157 136.41 2T 120 Ln-G 24 28.0 *P-36 361 390 2.157 66.87 T 120 Ln-G 11 28.0 390 362 2.157 49.33 120 Ln-G 17 28.0 362 313 2.157 20.20 T 120 Ln-G 25 28.0 *P-39 359 389 2.157 66.87 T 120 Ln-G 10 28.0 389 360 2.157 49.33 120 Ln-G 16 28.0 360 314 2.157 20.20 T 120 Ln-G 24 28.0 *P-42 358 315 2.157 136.41 2T 120 Ln-G 19 28.0 *P-45 357 316 2.157 136.41 2T 120 Ln-G 19 28.0 *P-48 355 388 2.157 66.87 T 120 Ln-G 10 2.8.0 7/26/2001 5:19:53 PM Section 2 Raw Data for AREA 3 in English Units File = C:\H40\DATA\HYD\EMP01\SANFORD\3SPRK.WX3 Components Group = STDFTNOI Data Fields Strt Fnsh Dia Length & Fittings C Chng Num K-Fac Pnt. Pnt. Fac Mark Heads Flow 388 356 2.157 49.33 120 Ln-G 16 356 317 2.157 20.20 T 120 Ln-G 24 *P-51 353 387 2.157 66.87 T 120 Ln-G 10 387 354 2.157 49.33 120 Ln-G 16 354 318 2.157 20.20 T 120 Ln-G 24 *P-54 352 319 2.157 136.41 2T 120 Ln-G 19 *P-57 351 320 2.157 136.41 2T 120 Ln-G 18 *P-60 350 321 2.157 136.41 2T 120 Ln-G 19 *P-63 349 322 2.157 136.41 2T 120 Ln-G 19 *P-66 348 323 2.157 136.41 2T 120 Ln-G 19 *P-69 347 324 2.157 136.41 2T 120 Ln-G 19 *P-72 346 325 2.157 136.41 2T 120 Ln-G 19 *P-75 345 326 2.157 136.41 2T 120 Ln-G 19 *P-78 344 327 2.157 136.41 2T 120 Ln-G 19 *P-81 343 328 2.157 141.41 3E3T 120 Ln-G 20 *P-84 342 329 2.157 136.41 2T 120 Ln-G 19 *P-87 341 330 2.157 136.41 2T 120 Ln-G 19 *P-90 340 331 2.157 136.41 2T 120 Ln-G 19 *P-93 339 332 2.157 136.41 2T 120 Ln-G 19 *P-96 338 333 2.157 136.41 2T 120 Ln-G 19 *P-99 301 380 4.260 10.00 T 120 Mn-G2 0 380 372 4.260 10.00 120 Mn-G2 2 372 364 4.260 10.00 120 Mn-G2 4 364 363 4.260 8.95 120 Mn-G2 6 363 361 4.260 10.00 120 Mn-G2 9 361 359 4.260 10.00 120 Mn-G2 11 359 358 4.260 10.00 120 Mn-G2 13 358 357 4.260 8.95 120 Mn-G2 15 357 355 4.260 10.00 120 Mn-G2 17 355 353 4.260 10.00 120 Mn-G2 19 353 352 4.260 10.00 120 Mn-G2 21 352 351 4.260 8.95 120 Mn-G2 23 351 350 4.260 10.00 120 Mn-G2 24 350 349 4.260 10.00 120 Mn-G2 26 349 348 4.260 10.00 120 Mn-G2 28 348 347 4.260 8.95 120 Mn-G2 30 347 346 4.260 10.00 120 Mn-G2 32 346 345 4.260 10.00 120 Mn-G2 34 345 344 4.260 10.00 120 Mn-G2 36 344 343 4.260 8.95 120 Mn-G2 38 343 342 4.260 10.00 120 Mn-G2 40 Page 3 072601 Den Area Press Elev 28.0 28.0 28.0 28.0 28.0 28.0 28.0 28.0 28.0 28.0 28.0 28.0 28.0 28.0 28.0 28.0 28.0 28.0 28.0 28.0 28.0 28.0 28.0 28.0 28.0 28.0 28.0 28.0 28.0 28.0 28.0 28.0 28.0 28.0 28.0 28.0 28.0 28.0 28.0 28.0 7/26/2001 5:19:53 PM Section 2 Page 4 Raw Data for AREA 3 in English Units 072601 File = C:\H40\DATA\HYD\EMP01\SANFORD\3SPRK.WX3 Components Group = STDFTNOI Data Fields Strt Fnsh Dia Length & Fittings C Chng Num K-Fac Den Area Press Elev Pnt. Pnt. Fac Mark Heads Flow 342 341 4.260 10.00 120 Mn-G2 42 28.0 341 340 4.260 10.00 120 Mn-G2 44 28.0 340 339 4.260 8.95 120 Mn-G2 46 28.0 339 338 4.260 10.00 120 Mn-G2 48 28.0 338 337 4.260 10.00 T 120 Mn-G2 50 28.0 337 334 2.157 136.41 T 120 Ln-G 69 28.0 *P-102 336 BOR2 8.249 1.41 120 Mn-S 0 +100.00 .001 .001 .001 28.0 *P-105 301 302 2.157 R18.33 120 Ln-G 2 28 302 303 2.157 8.33 120 Ln-G 3 11.2 .4000 83.30 7.000 28 303 304 2.157 8.33 120 Ln-G 4 11.2 .4000 83.30 7.000 28 304 305 2.157 8.33 120 Ln-G 5 11.2 .4000 83.30 7.000 28 305 306 2.157 8.33 120 Ln-G 6 11.2 .4000 83.30 7.000 28 306 307 2.157 8.33 120 Ln-G 7 11.2 .4000 83.30 7.000 28 307 308 2.157 L76.41 E 120 Ln-G 17 11.2 .4000 83.30 7.000 28 308 309 4.260 10.00 120 Mn-G1 17 28.0 309 310 4.260 10.00 120 Mn-G1 36 28.0 310 311 4.260 10.00 120 Mn-G1 61 28.0 311 312 4.260 8.95 120 Mn-G1 88 28.0 312 313 4.260 10.00 120 Mn-G1 112 28.0 313 314 4.260 10.00 120 Mn-Gl 137 28.0 314 315 4.260 10.00 120 Mn-G1 161 28.0 315 316 4.260 8.95 120 Mn-G1 180 28.0 316 317 4.260 10.00 120 Mn-G1 199 28.0 317 318 4.260 10.00 120 Mn-G1 223 28.0 318 319 4.260 10.00 120 Mn-G1 247 28.0 319 320 4.260 8.95 120 Mn-Gl 266 28.0 320 321 4.260 10.00 120 Mn-Gl 284 28.0 321 322 4.260 10.00 120 Mn-G1 303 28.0 322 323 4.260 10.00 120 Mn-G1 322 28.0 323 324 4.260 8.95 120 Mn-G1 341 28.0 324 325 4.260 10.00 120 Mn-Gl 360 28.0 325 326 4.260 10.00 120 Mn-G1 379 28.0 326 327 4.260 10.00 120 Mn-G1 398 28.0 327 328 4.260 8.95 120 Mn-G1 417 28.0 328 329 4.260 10.00 120 Mn-Gl 437 28.0 329 330 4.260 10.00 120 Mn-G1 456 28.0 330 331 4.260 10.00 120 Mn-G1 475 28.0 331 332 4.260 8.95 120 Mn-Gl 494 28.0 332 333 4.260 10.00 120 Mn-G1 513 28.0 333 334 4.260 10.00 120 Mn-Gl 532 28.0 334 335 4.260 105.12 3E 120 Mn-S 620 28.0 335 BOR2 8.249 21.00 T 120 Mn-S 620 28.0 BOR2 PMPO 8.249 17.41 2E 120 Mn-S 620 0 PMPO 0 PMPI TEST 8.249 7.37 120 Mn-S 620 0 TEST H400.00 .001 .001 .001 0 @3 Start of Pump @4 Start of Check @5 END of ALL Pipe 7/2-6/2001 5:19:54 PM Section 3 Raw Data for AREA 3 in English Units File = C:\H40\DATA\HYD\EMPO1\SANFORD\3SPRK.WX3 Components Group = STDFTNOI Misc Information and Water Supplies Common Elevation Common Elevation = 28.0 Calculation Question Answers Remote Point = 384 Source Point = TEST Auto Peak Move Length = 12.5 Locate Remote Head = Y Auto Alter Fittings Lengths = Y Auto Peak = Y Alter Lengths After Auto Peak = N City Water Supply Information Connection Point = TEST Static Pressure = 37.2 Residual Pressure = 14.2 Residual Flow = 1600 Pump Information for NFPA Pump Inlet = PMPI Pump Outlet = PMPO Connection Point = TEST Pressure Flow 84 0 82.833 625 70 1250 63.141 1458 54.948 1667 45.5 1875 Page 5 072601 Henderson Engineeers Inc. AREA 3 Page 6 Date 072601 AREA 3 Date - 072601 Description - Sales Hydraulic Design Information Sheet Job name - Sam's Club System No. - Contractor - Contract No. - Calculated By - Paul C. Link. P.E. Drawing No. - Construction: ( ) Combustible (X) Non -Combustible Ceiling Height - Occupancy - mercantile S ( ) NFPA 13 ( ) Lt. Haz. Ord.Haz.Gp. ( ) 1 ( ) 2 ( ) 3 ( ) Ex.Haz. Y ( ) NFPA 231 ( ) NFPA 231C ( ) Figure Curve S Other 12 sprinklers flowing at minimum 20 psi + 250 hose T Specific Ruling Made By Date E M Area of Sprinkler Operation - System Type Sprinkler/Nozzle Density - 0.4 (X) Wet Make D Area Per Sprinkler - 83.3 ( ) Dry Model E Elevation at Highest Outlet - 28 ( ) Deluge Size S Hose Allowance - Inside - ( ) Preaction K-Factor 11.2 I Rack Sprinkler Allowance - ( ) Other Temp.Rat.165 G Hose Allowance - Outside - N Note Calculation Flow Required - 930 Press Required - 58.7 At Pump outlet Summary C-Factor Used: 120 Overhead 120 Underground W Water Flow Test: Pump Data: Tank or Reservoir: A Date of Test - Cap. - T Time of Test - Rated Cap.- 1250 Elev.- E Static Press - 37.2 @ Press - 70 R Residual Press - 14.2 Elev. - 0 Well Flow - 1600 Proof Flow S Elevation - 0 U P Location P L Source of Information - see attached water report Y C Commodity 0 Storage Ht. M Storage Method: M ( ) Single Row Class Area Solid Piled % ( ) Conven. Pallet S R ( ) Double Row ( ) Slave Pallet T A ( ) Mult. Row Location Aisle W. Palletized % ( ) Auto. Storage ( ) Solid Shelf ( ) Open Shelf Rack ( ) Encap. ( ) Non V 1. R K Flue Spacing Clearance:Storage to Ceiling A Longitudinal Transverse G E Horizontal Barriers Provided: Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Henderson Engineeers Inc. AREA 3 Page 7 Dare 072tini City Water Supply: Pump Data: Cl-Static Pressure: 37.2 PSI P2-Pump Rated Pressure: 70 PSI C2-Residual Pressure: 14.2 PSI P2-Pump Rated Flow: 1250 GPM C2-Residual Flow: 1600 GPM P1-Pump Churn Pressure:84 PSI City Water Adjusted to Pump Inlet P3-Pump Pressure @ Max Flow:45.5 PSI for Pf - Elev - Hose Flow P3-Pump Max Flow: 1688.80 GPM City Residual Flow @ 0 PSI = 2074.88 GPM Al -Adjusted Static: 35.43 PSI City Residual Flow @ 20 PSI = 1367.43 GPM A2-Adj Resid: 12.765 PSI @ 1250 GPM City Water @ 150% of Pump = 11.78 PSI A3-Adj Resid: 0 PSI @ 1688.8 GPM Pump flow terminated at adjusted curve 0 psi 150 140 130 P 120 R 110 E 100 S 90 S 80 U 70 R 60 E 50 40 30 20 10 HI D1-Elevation: 12.127 PSI D2-System Flow:929.91 GPM D2-System Pressure: 58.696 PSI Hose ( Adj City ):400 GPM Hose ( Demand ):0 GPM Safety Margin: 39.600 PSI Al + P1 A2 + P2 D2 1 A2 C 1611 A3 200 400, 600 800 1000 1200 1400 FLOW ( N ^ 1.85 ) 1600 f nmr�iitcr Ar h<, rJ...t liI iaui Lv.n. UJti VJVO / Henderson Engineeers Inc. Page 8 AREA 3 Date 072601 Node No. Elevation K-Fact Pt Actual Pn Actual Flow Added Density Req. Area Press Req. 392 28 10.18 na 391 28 10.35 na 390. 28 14.39 na 389 28 14.76 na 388 28 15.87 na 387 28 16.25 na 380 28 12.82 na 381 28 11.2 9.54 na 34.6 .4000 83.30 7.000 382 28 11.2 9.07 na 33.72 .4000 83.30 7.000 383 28 11.2 8.88 na 33.37 .4000 83.30 7.000 384 28 11.2 8.85 na 33.32 .4000 83.30 7.000 385 28 11.2 8.87 na 33.36 .4000 83.30 7.000 386 28 11.2 9.04 na 33.67 .4000 83.30 7.000 372 28 12.97 na 373 28 11.2 9.98 na 35.39 .4000 83.30 7.000 374 28 11.2 9.57 na 34.66 .4000 83.30 7.000 375 26 11.2 9.43 na 34.4 .4000 83.30 7.000 376 28 11.2 9.43 na 34.39 .4000 83.30 7.000 377 28 11.2 9.47 na 34.47 .4000 83.30 7.000 378 28 11.2 9.71 na 34.91 .4000 83.30 7.000 392 28 10.18 na 379 28 11.58 na 364 28 13.28 na 365 28 11.2 10.19 na 35.74 .4000 83.30 7.000 366 28 11.2 9.76 na 34.99 .4000 83.30 7.000 367 28 11.2 9.61 na 34.72 .4000 83.30 7.000 368 28 11.2 9.6 na 34.7 .4000 83.30 7.000 369 28 11.2 9.65 na 34.78 .4000 83.30 7.000 370 28 11.2 9.88 na 35.21 .4000 83.30 7.000 391 28 10.35 na 371 28 11.74- na 363 28 13.73 na 361 28 14.21 na 390 28 14.39 na 362 28 14.43 na 359 28 14.65 na 389 28 14.76 na 360 28 14.79 na 358 28 15.08 na 357 28 15.45 na 355 28 15.85 na 388 28 15.87 na 356 28 15.87 na 353 28 16.24 na 387 28 16.25 na 354 28 16.26 na 352 28 16.63 na 351 28 16.97 na 350 28 17.34 na 349 28 17.71 na 348 28 18.06 na 347 28 18.37 na 346 28 18.69 na 345 28 18.98 na 344 28 19.25 na 343 28 19.46 na 342 28 19.66 na 341 28 19.82 na 340 28 19.94 na 339 28 20.01 na 338 28 20.06 na 301 28 12.65 na 380 28 12.82 na 372 28 12.97 na 364 28 13.28 na Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Henderson Engineeers Inc. AREA 3 Page 9 Date 072601 Node Elevation K-Fact Pt Pn Flow Density Area Press .No. Actual Added Req. Req. 28 13.73 na 28 14.21 na 28 14.65 na 28 15.08 na 28 15.45 na 28 15.85 na 28 16.24 na 28 16.63 na 28 16.97 na 28 17.34 na 28 17.71 na 28 18.06 na 28 18.37 na 28 18.69 na 28 18.98 na 28 19.25 na 28 19.46 na 28 19.66 na 28 19.82 na 28 19.94 na 28 20.01 na 28 20.06 na 28 20.11 na 28 46.17 na 100 28 12.65 na 28 11.2 10.36 na 36.05 .4000 83.30 7.000 28 11.2 9.79 na 35.04 .4000 83.30 7.000 28 11.2 9.54 na 34.6 .4000 83.30 7.000 28 11.2 9.5 na 34.51 .4000 83.30 7.000 28 11.2 9.5 na 34.53 .4000 83.30 7.000 28 11.2 9.64 na 34.78 .4000 83.30 7.000 28 13.71 na 28 13.73 na 28 13.79 na 28 13.95 na 28 14.2 na 28 14.51 na 28 14.84 na 28 15.19 na 28 15.51 na 28 15.88 na 28 16.26 na 28 16.65 na 28 17 na 28 17.39 na 28 17.8 na 28 18.22 na 28 18.61 na 28 19.07 na 28 19.56 na 28 20.08 na 28 20.59 na 28 21.22 na 28 21.91 na 28 22.7 na 28 23.5 na 28 24.52 na 28 25.71 na 28 45.64 na 0 58.3 na 0 - 58.7 na 0 18.79 na 0 18.74 na 400 The maximum velocity is 18.68 and it occurs in the pipe between nodes 334 and 335 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Henderson Engineeers Inc. Page 10 AREA 3 Date 072601 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/UL Eqv. Ln. Total Pf Pn 392 35.59 2.157 4E 6.153 74.330 10.183 to 120 2T 12.307 49.226 379 35.59 0.0113 123.556 1.395 Vel = 3.125 35.59 11.578 K Factor = 10.46 391 35.48 2.157 4E 6.153 74.830 10.350 to 120 2T 12.307 49.226 371 35.48 0.0112 124.056 1.393 Vel `= 3.115 35.48 11.743 K Factor = 10.35 390 5.76 2.157 4E 6.153 70.410 14.387 to 120 2T 12.307 49.226 362 5.76 0.0004 119.636 0.046 Vel = 0.506 5.76 14.433 K Factor = 1.52 389 4.43 2.157 4E 6.153 69.910 14.764 to 120 2T 12.307 49.226 360 4.43 0.0002 119.136 0.028 Vel = 0.389 4.43 14.792 K Factor = 1.15 388 1.80 2.157 4E 6.153 70.160 15.868 to 120 2T 12.307 49.226 356 1.80 119.386 0.005 Vel = 0.158 1.80 15.873 K Factor = 0.45 387 1.38 2.157 4E 6.153 70.660 16.252 to 120 2T 12.307 49.226 354 1.38 119.886 0.003 Vel = 0.121 1.38 16.255 K Factor 380 -120.03 2.157 1T 12.307 18.330 12.820 to 120 12.307 381 -120.03 -0.1,070 30.637 -3.279 Vel =-10.539 381 34.60 2.157 8.330 9.541 K Factor = 11.2 to 120 382 -85.43 -0.0570 8.330 -0.475 Vel = -7.501 382 33.72 2.157 8.330 9.066 K Factor = 11.2 to 120 383 -51.71 -0.0226 8.330 -0.188 Vel = -4.540 383 33.37 2.157 8.330 8.878 K Factor = 11.2 to 120 384 -18.34 -0.0034 8.330 -0.028 Vel = -1.610 384 33.32 2.157 8.330 8.851 K Factor = 11.2 to 120 385 14.98 0.0023 8.330 0.019 Vel = 1.315 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Henderson Engineeers Inc. Page 11 AREA 3 Date 072601 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/UL Eqv. Ln. Total Pf Pn 385 33.36 2.157 8.330 8.870 K Factor = 11.2 to 120 386 48.34 0.0199 8.330 0.166 Vel = 4.244 386 33.66 2.157 1T 12.307 76.410 9.035 K Factor = 11.2 to in 12.307 309 82.00 0.0529 88.717 4.692 Vel = 7.200 82.00 13.727 K Factor = 22.13 372 -114.16 2.157 1T 12.307 18.330 12.972 to 120 12.307 373 -114.16 -0.0975 30.637 -2.988 Vel'=-10.023 373 35.39 2.157 8.330 9.984 K Factor = 11.2 to 120 374 -78.77 -0.0491 8.330 -0.409 Vel = -6.916 374 34.66 2.157 8.330 9.575 K Factor = 11.2 to 120 375 -44.11 -0.0168 8.330 -0.140 Vel = -3.873 375 34.40 2.157 8.330 9.435 K Factor = 11.2 to 120 376 -9.71 -0.0011 8.330 -0.009 Vel = -0.853 376 34.39 2.157 8.330 9.426 K Factor = 11.2 to 120 377 24.68 0.0058 8.330 0.048 Vel = 2.167 377 34.47 2.157 8.330 9.474 K Factor = 11.2 to 120 378 59.15 0.0289 8.330 0.241 Vel = 5.193 378 34.91 2.157 6.870 9.715 K Factor = 11.2 to 120 392 94.06 0.0681 6.870 0.468 Vel = 8.258 392 -35.59 2.157 49.330 10.183 to 120 379 58.47 0.0283 49.330 1.396 Vel = 5.134 379 35.59 2.157 1T 12.307 20.200 11.579 to 120 12.307 310 94.06 0.0682 32.507 2.216 Vel = 8.258 94.06 13.795 K Factor = 25.32 364 to 365 -116.26 -116.26 2.157 1T 120 -0.1009 12.307 18.330 12.307 30.637 13.276 -3.091 Vel =-10.208 365 35.74 2.157 8.330 10.185 K Factor = 11.2 to 120 366 -80.52 -0.0511 8.330 -0.426 Vel = -7.070 366 34.99 2.157 8.330 9.759 K Factor = 11.2 to 120 367 -45.53 -0.0178 8.330 -0.148 Vel = -3.997 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Henderson Engineeers Inc. Page 12 AREA 3 Date 072601 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/UL Eqv. Ln. Total Pf Pn 367 34.72 2.157 8.330 9.611 K Factor = 11.2 to 120 368 -10.81-0.0012 8.330 -0.010 Vel = -0.949 368 34.71 2.157 8.330 9.601 K Factor = 11.2 to 120 369 23.90 0.0054 8.330 0.045 Vel = 2.098 369 34.78 2.157 8.330 9.646 K Factor = 11.2 to 120 370 58.68 0.0285 8.330 0.237 Vel = 5.152 370 35.21 2.157 6.870 9.883 K Factor = 11.2 to 120 391 93.89 0.0680 6.870 0.467 Vet = 8.243 391 -35.48 2.157 49.330 10.350 to 120 371 58.41 0.0282 49.330 1.393 Vel = 5.128 371 35.48 2.157 1T 12.307 20.200 11.743 to 120 12.307 311 93.89 0.0680 32.507 2.209 Vel = 8.243 93.89 13.952 K Factor = 25.14 363 17.16 2.157 2T 12.307 136.410 13.731 to 120 24.613 312 17.16 0.0029 161.023 0.472 Vel = 1.507 17.16 14.203 K Factor = 4.55 361 15.05 2.157 1T 12.307 66.870 14.205 to 120 12.307 390 15.05 0.0023 79.177 0.182 Vel = 1.321 390 -5.76 2.157 49.330 14.387 to 120 362 9.29 0.0009 49.330" 0.046 Vel = 0.816 362 5.76 2.157 1T 12.307 20.200 14.434 to 120 12.307 313 15.05 0.0023 32.507 0.075 Vel = 1.321 15.05 14.509 K Factor = 3.95 359 11.58 2.157 1T 12.307 66.870 14.652 to 120 12.307 389 11.58 0.0014 79.177 0.112 Vel = 1.017 389 -4.44 2.157 49.330 14.764 to 120 360 7.14 0.0006 49.330 0.029 Vel = 0.627 360 4.44 2.157 1T 12.307 20.200 14.792 to 120 12.307 314 11.58 0.0014 32.507 0.046 Vel = 1.017 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Henderson Engineeers Inc. Page 13 AREA 3 Date 072601 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/UL Eqv. Ln. Total Pf Pn 11.58 14.838 K Factor = 3.01 358 7.80 2.157 2T 12.307 136.410 15.077 to 120 24.613 315 7.80 0.0007 161.023 0.110 Vel = 0.685 7.80 15.187 K Factor = 2.00 357 5.87 2.157 2T 12.307 136.410 15.445 to 120 24.613 316 5.87 0.0004 161.023 0.065 Vel = 0.515 5.87 15.510 K Factor = 1.49 355 4.69 2.157 1T 12.307 66.870 15.847 to 120 12.307 388 4.69 0.0003 79.177 0.021 Vel = 0.412 388 -1.79 2.157 49.330 15.868 to 120 356 2.90 0.0001 49.330 0.005 Vel = 0.255 356 1.79 2.157 1T 12.307 20.200 15.873 to 120 12.307 317 4.69 0.0003 32.507 0.009 Vel = 0.412 4.69 15.882 K Factor = 1.18 353 3.60 2.157 1T 12.307 66.870 16.239 to 120 12.307 387 3.60 0.0002 79.177 0.013 Vel = 0.316 387 -1.38 2.157 49.330 16.252 to 120 354 2.22 0.0001 49.330 0.003 Vel = 0.195 354 1.38 2.157 1T 12.307 20.200 16.256 to 120 12.307 318 3.60 0.0002 32.507 0.005 Vel = 0.316 3.60 16.261 K Factor = 0.89 352 3.13 2.157 2T 12.307 136.410 16.626 to 120 24.613 319 3.13 0.0001 161.023 0.020 Vel = 0.275 3.13 16.646 K Factor = 0.77 351 3.79 2.157 2T 12.307 136.410 16.968 to 120 24.613 320 3.79 0.0002 161.023 0.029 Vel = 0.333 3.79 16.997 K Factor = 0.92 350 5.18 2.157 2T 12.307 136.410 17.342 to 120 24.613 321 5.18 0.0003 161.023 0.051 Vel = 0.455 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Henderson Engineeers Inc. Page 14 AREA 3 Date 072601 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/UL Eqv. Ln. Total Pf Pn 5.18 17.393 K Factor = 1.24 349 7.09 2.157 2T 12.307 136.410 17.709 to 120 24.613 322 7.09 0.0006 161.023 0.092 Vel = 0.622 7.09 17.801 K Factor = 1.68 348 9.46 2.157 2T 12.307 136.410 18.063 to 120 24.613 323 9.46 0.0010 161.023 0.157 Vel = 0.831 9.46 18.220 K Factor = 2.22 347 12.01 2.157 2T 12.307 136.410 18.366 to 120 24.613 324 12.01 0.0015 161.023 0.244 Vel = 1.054 12.01 18.610 K Factor = 2.78 346 15.32 2.157 2T 12.307 136.410 18.686 to 120 24.613 325 15.32 0.0024 161.023 0.382 Vel = 1.345 15.32 19.068 K Factor = 3.51 345 19.08 2.157 2T 12.307 136.410 18.982 to 120 24.613 326 19.08 0.0036 161.023 0.574 Vel = 1.675 19.08 19.556 K Factor = 4.31 344 23.31 2.157 2T 12.307 136.410 19.249 to 120 24.613 327 23.31 0.0052 161.023 0.831 Vel = 2.047 23.31 20.080 K Factor = 5.20 343 24.72 2.157 3E 6.153 141.410 19.459 to 120 3T 12.307 55.380 328 24.72 0.0058 196.790 1.132 Vel = 2.170 24.72 20.591 K Factor = 5.45 342 32.70 2.157 2T 12.307 136.410 19.661 to 120 24.613 329 32.70 0.0097 161.023 1.555 Vel = 2.871 32.70 21.216 K Factor = 7.10 341 38.35 2.157 2T 12.307 136.410 19.823 to 120 24.613 330 38.35 0.0130 161.023 2.088 Vel = 3.367 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Henderson Engineeers Inc. Page 15 AREA 3 Date 072601 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/UL Eqv. Ln. Total Pf Pn 38.35 21.911 K Factor = 8.19 340 44.53 2.157 2T 12.307. 136.410 19.944 to 120 24.613 331 44.53 0.0171 161.023 2.752 Vel = 3.910 44.53 22.696 K Factor = 9.35 339 50.56 2.157 2T 12.307 136.410 20.015 to 120 24.613 332 50.56 0.0216 161.023 3.481 Vel = 4.439 50.56 23.496 K Factor = 10.43 339 57.84 2.157 2T 12.307 136.410 20.057 to 120 24.613 333 57.84 0.0277 161.023 4.465 Vel = 5.078 57.84 24.522 K Factor = 11.68 301 130.61 4.260 1T 26.334 10.000 12.655 to 120 26.334 380 130.61 0.0045 36.334 0.165 Vel = 2.940 380 120.03 4.260 10.000 12.820 to 120 372 250.64 0.0152 10.000 0.152 Vel = 5.642 372 114.16 4.260 10.000 12.972 to 120 364 364.80 0.0304 10.000 0.304 Vel = 8.212 364 116.26 4.260 8.950 13.276 to 120 363 481.06 0.0507 8.950 0.454 Vel = 10.829 363 -17.16 4.260 10.000 13.731 to 120 361 463.90 0.0475 10.000 0.475 Vel = 10.442 361 -15.05 4.260 10.000 14.205 to 120 359 448.85 0.0446 10.000 0.446 Vel = 10.103 359 -11.58 4.260 10.000 14.652 to 120 358 437.27 0.0425 10.000 0.425 Vel = 9.843 358 -7.79 4.260 8.950 15.077 to 120 357 429.48 0.0411 8.950 0.368 Vel = 9.667 357 -5.88 4.260 10.000 15.445 to 120 355 423.60 0.0401 10.000 0.401 Vel = 9.535 355 -4.69 4.260 10.000 15.847 to 120 353 4i8.91 0.0393 10.000 0.393 Vel = 9.430 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Henderson Engineeers Inc. Page 16 AREA 3 Date 072601 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/UL Eqv. Ln. Total Pf Pn 353 -3.60 4.260 10.000 16.239 to 120 352 415.31 0.0387 10.000 0.387 Vel = 9.349 352 -3.13 4.260 8.950 16.626 to 120 351 412.18 0.0381 8.950 0.341 Vel = 9.278 351 -3.78 4.260 10.000 16.968 to 120 350 408.40 0.0375 10.000 0.375 Vel = 9.193 350 -5.18 4.260 10.000 17.342 to 120 349 403.22 0.0366 10.000 0.366 Vel = 9.076 349 -7.09 4.260 10.000 17.709 to 120 348 396.13 0.0354 10.000 0.354 Vel = 8.917 348 -9.46 4.260 8.950 18.063 to 120 347 386.67 0.0339 8.950 0.303 Vel = 8.704 347 -12.01 4.260 10.000 18.366 to 120 346 374.66 0.0320 10.000 0.320 Vel = 8.433 346 -15.32 4.260 10.000 18.686 to 120 345 359.34 0.0296 10.000 0.296 Vel = 8.089 345 -19.08 4.260 10.000 18.982 to 120 344 340.26 0.0267 10.000 0.267 Vel = 7.659 344 -23.31 4.260 8.950 19.249 to 120 343 316.95 0.0235 8.950 0.210 Vel = 7.134 343 -24.72 4.260 10.000 19.459 to 120 342 292.23 0.0202 10.000 0.202 Vel = 6.578 342 -32.70 4.260 10.000 19.661 to 120 341 259.53 0.0162 10.000 0.162 Vel = 5.842 341 -38.35 4.260 10.000 19.823 to 120 340 221.18 0.0121 10.000 0.121 Vel = 4.979 340 -44.53 4.260 8.950 19.944 to 120 339 176.65 0.0079 8.950 0.071 Vel = 3.976 339 -50.56 4.260 10.000 20.015 to 120 338 126.09 '0.0043 10.000 0.043 Vel = 2.838 338 -57.83 4.260 1T 26.334 10.000 20.057 to 120 26.334 337 68.26 0.0014 36.334 0.050 Vel = 1.537 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 He-nderson Engineeers Inc. Page 17 AREA 3 Date 072601 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/UL Eqv. Ln. Total Pf Pn 337 2.157 1T 12.307 136.410 20.107 to 120 12.307 334 68.26 0.0377 148.717 5.602 Vel = 5.993 68.26 25.709 K Factor = 13.46 336 100.00 8.249 1.410 46.174 Qa = 100.00 to 120 12.127 BOR2 100.00 1.410 Vel'= 0.600 100.00 58.301 K Factor = 13.10 301 -130.61 2.157 18.330 12.655 to 120 302 -130.61 -0.1252 18.330 -2.294 Vel =-11.467 302 36.05 2.157 8.330 10.361 K Factor = 11.2 to 120 303 -94.56 -0.0688 8.330 -0.573 Vel = -8.302 303 35.04 2.157 8.330 9.788 K Factor = 11.2 to 120 304 -59.52 -0.0293 8.330 -0.244 Vel = -5.226 304 34.60 2.157 8.330 9.544 K Factor = 11.2 to 120 305 -24.92 -0.0059 8.330 -0.049 Vel = -2.188 305 34.51 2.157 8.330 9.495 K Factor = 11.2 to 120 306 9.59 0.0010 8.330 0.008 Vel = 0.842 306 34.53 2.157 8.330 9.504 K Factor = 11.2 to 120 307 44.12 0.0168 8.330 0.140 Vel = 3.874 307 34.78 2.157, lE 6.153 76.410 9.644 K Factor = 11.2 to 120 6.153 308 78.90 0.0492 82.563 4.066 Vel = 6.927 308 4.260 10.000 13.710 to 120 309 78.90 0.0018 10.000 0.018 Vel = 1.776 309 82.00 4.260 10.000 13.728 to 120 310 160.90 0.0067 10.000 0.067 Vel = 3.622 310 94.06 4.260 10.000 13.795 to 120 311 254.96 0.0157 10.000 0.157 Vel = 5.739 311 93.89 4.260 8.950 13.951 to 120 312 348.85 0.0280 8.950 0.251 Vel = 7.853 312 17.16 4.260 10.000 14.202 to 120 313 366.01 0.0306 10.000 0.306 Vel = 8.239 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Henderson Engineeers Inc. Page 18 AREA 3 Date 072601 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/UL Eqv. Ln. Total Pf Pn 313 15.06 4.260 10.000 14.508 to 120 314 381.07 0.0330 10.000 0.330 Vel = 8.578 314 11.57 4.260 10.000 14.838 to 120 315 392.64 0.0349 10.000 0.349 Vel = 8.838 315 7.80 4.260 8.950 15.187 to 120 316 400.44 0.0362 8.950 0.324 Vel = 9.014 316 5.87 4.260 10.000 15.510 to 120 317 406.31 0.0371 10.000 0.371 Vel = 9.146 317 4.69 4.260 10.000 15.882 to 120 318 411.00 0.0379 10.000 0.379 Vel = 9.252 318 3.60 4.260 10.000 16.261 to 120 319 414.60 0.0386 10.000 0.386 Vel = 9.333 319 3.13 4.260 8.950 16.646 to 120 320 417.73 0.0391 8.950 0.350 Vel = 9.403 320 3.79 4.260 10.000 16.996 to 120 321 421.52 0.0398 10.000 0.398 Vel = 9.488 321 5.18 4.260 10.000 17.394 to 120 322 426.70 0.0407 10.000 0.407 Vel = 9.605 322 7.08 4.260 10.000 17.800 to 120 323 433.78 0.0419 10.000 0.419 Vel = 9.764 323 9.46 4.260 8.950 18.220 to 120 324 443.24 0.0436 8.950 0.390 Vel = 9.977 324 12.01 4.260 10.000 18.610 to 120 325 455.25 0.0458 10.000 0.458 Vel = 10.248 325 15.33 4.260 10.000 19.068 to 120 326 470.58 0.0487 10.000 0.487 Vel = 10.593 326 19.08 4.260 10.000 19.556 to 120 327 489.66 0.0524 10.000 0.524 Vel = 11.022 327 23.30 4.260 8.950 20.080 to 120 328 512.96 0.0572 8.950 0.512 Vel = 11.547 328 24.73 4.260 10.000 20.592 to 120 329 537.69 0.0624 10.000 0.624 Vel = 12.103 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Henderson Engineeers Inc. AREA 3 Page 19 Date 072601 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/UL Eqv. Ln. Total Pf Pn 329 32.69 4.260 10.000 21.215 to 120 330 570.38 0.0696 10.000 0.696 Vel = 12.839 330 38.36 4.260 10.000 21.911 to 120 331 608.74 0.0785 10.000 0.785 Vel = 13.703 331 44.52 4.260 8.950 22.695 to 120 332 653.26 0.0894 8.950 0.800 Vel = 14.705 332 50.56 4.260 10.000 23.496 to 120 333 703.82 0.1026 10.000 1.026 Vet = 15.843 333 57.83 4.260 10.000 24.522 to 120 334 761.65 0.1188 10.000 1.188 Vel = 17.145 334 68.26 4.260 3E 13.167 105.120 25.709 to 120 39.501 335 829.91 0.1392 144.621 20.131 Vel = 18.681 335 8.249 1T 38.923 21.000 45.841 to 120 38.923 12.127 BOR2 829.91 0.0056 59.923 0.334 Vel = 4.982 BOR2 100.00 8.249 2E 20.018 17.410 58.301 to 120 40.035 PMPO 929.91 0.0069 57.445 0.395 Vel = 5.582 929.91 58.696 K Factor = 121.38 Pressure @ Pump Outlet 58.696 Pressure From Pump Curve-77.485 Pressure @ Pump Inlet-18.788 PMPI 8.249 7.370-18.788 to 120 TEST 929.91 0.0069 7.370 0.051 Vel = 5.582 400.00 Qa = 400.00 1329.91-18.737 K Factor = 307.24 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Henderson Engineeers Inc. Page 20 AREA 3 Date 072601 Auto Peaking Summary List of Pipes for Area Calculated Left Right Side Side From To Length From To Length 307 308 63.910 301 302 30.830 371 311 7.700 364 365 30.830 379 310 7.700 372 373 30.830 386 309 63.910 380 381 30.830 307 308 76.410 301 302 18.330 371 311 20.200 364 365 18.330 379 310 20.200 372 373 18.330 386 309 76.410 380 381 18.330 Flow Pressure Pressure Required Required Differential LEFT 12.500 I 1331.14 18.251 0.000 AREA CALCULATED I 1329.91 18.738 -0.487 RIGHT 12.500 I 1331.23 19.182 -0.931 Typical Distance Between Heads = 12.500 Split Point Used in Worst Area Peaked = 384 Split Point Used in Area Calculated = 384 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Henderson Engineeers Inc. 8325 Lenexa Drive Suite 400 Lenexa KS 66214 913-307-5300 AREA 4 Description Sales System No. Job Name Sam's Club Contract No. Data File 4SPRK.WX4 mod-- -- Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 7/2&/2001 5:21:43 PM Section 1 Page 1 Raw Data for AREA 4 in English Units 072601 File = C:\H40\DATA\HYD\EMP01\SANFORD\45PRK.WX4 Components Group = STDFTNOI Node Points 457 4G 4H 4I 456 4M 4N 40 455 4S 4T 4U 454 406 453 407 452 408 451 409 450 410 449 411 448 412 447 413 446 414 445 415 444 416 443 417 442 418 441 419 440 420 439 421 438 422 437 423 436 424 435 425 434 426 433 427 432 428 401 457 456 455 401 4A 4B 4C 426 427 428 429 PMPI TEST 4J 4K 4L 403 4P 4Q 4R 404 4V 4W 4X 405 454 453 452 451 450 449 448 447 446 445 444 443 442 441 440 439 438 437 436 435 4D 4E 4F 402 403 404 405 406 407 408 409 410 411 412 413 414 415 416 417 418 512 513 BOR3 514 PMPO 7/26/2001 5:21:43 PM Section 2 Page 2 Raw Data for AREA 4 in English Units 072601 File = C:\H40\DATA\HYD\EMP01\SANFORD\4SPRK.WX4 Components Group = STDFTNOI Data Fields Strt Fnsh Pnt. Pnt. Dia Length & Fittings C Fac Chng Mark Num Heads K-Fac Flow Den Area Press Elev @1 Start of Equiv K @2 Start of Grid or Balance Calc *P-6 457 4G 2.635 R17.70 T 120 Ln-G 2 26.0 4G 4H 2.635 8.33 120 Ln-G 3 11.2 .4000 83.30 7.000 28.0 4H 4I 2.635 8.33 120 Ln-G 4 11.2 .4000 83.30 7.000 28.0 4I 4J 2.635 8.33 120 Ln-G 5 11.2 .4000 83.30 7.000 28.0 4J 4K 2.635 8.33 120 Ln-G 6 11.2 .4000 83.30 7.000 28.0 4K 4L 2.635 8.33 120 Ln-G 7 11.2 .4000 83.30 7.000 28.0 4L 403 2.635 L60.62 T 120 Ln-G 15 11.2 .4000 83.30 7.000 28.0 *P-9 456 4M 2.635 R17.70 T 120 Ln-G 3 26.0 4M 4N 2.635 8.33 120 Ln-G 5 11.2 .4000 83.30 7.000 28.0 4N 40 2.635 8.33 120 Ln-G 7 11.2 .4000 83.30 7.000 28.0 40 4P 2.635 8.33 120 Ln-G 9 11.2 .4000 83.30 7.000 28.0 4P 4Q 2.635 8.33 120 Ln-G 11 11.2 .4000 83.30 7.000 28.0 4Q 4R 2.635 8.33 120 Ln-G 13 11.2 .4000 83.30 7.000 28.0 4R 404 2.635 L60.62 T 120 Ln-G 27 11.2 .4000 83.30 7.000 28.0 *P-12 455 4S 2.635 R17.70 T 120 Ln-G 3 26.0 4S 4T 2.635 8.33 120 Ln-G 5 11.2 .4000 83.30 7.000 28.0 4T 4U 2.635 8.33 120 Ln-G 7 11.2 .4000 83.30 7.000 28.0 4U 4V 2.635 8.33 120 Ln-G 9 11.2 .4000 83.30 7.000 28.0 4V 4W 2.635 8.33 120 Ln-G 11 11.2 .4000 83.30 7.000 28.0 4W 4X 2.635 8.33 120 Ln-G 13 11.2 .4000 83.30 7.000 28.0 4X 405 2.635 L60.62 T 120 Ln-G 27 11.2 .4000 83.30 7.000 28.0 *P-15 454 406 2.635 120.00 2T 120 Ln-G 36 26.0 *P-18 453 407 2.635 120.00 2T 120 Ln-G 15 26.0 *P-21 452 408 2.635 120.00 2T 120 Ln-G 15 26.0 *P-24 451 409 2.635 120.00 2T 120 Ln-G 15 26.0 *P-27 450 410 2.635 120.00 2T 120 Ln-G 15 26.0 *P-30 449 411 2.635 120.00 2T 120 Ln-G 15 26.0 *P-33 448 412 2.635 120.00 2T 120 Ln-G 15 26.0 *P-36 447 413 2.635 120.00 2T 120 Ln-G 15 26.0 *P-39 446 414 2.635 120.00 2T 120 Ln-G 15 26.0 *P-42 445 415 2.635 120.00 2T 120 Ln-G 15 26.0 *P-45 444 416 2.635 128.00 4E2T 120 Ln-G 16 26.0 *P-48 443 417 2.635 120.00 2T 120 Ln-G 15 26.0 *P-51 442 418 2.635 120.00 2T 120 Ln-G 15 26.0 *P-54 441 419 2.635 120.00 2T 120 Ln-G 15 26.0 *p_57 440 420 2.635 120.00 2T 120 Ln-G 15 26.0 *P-60 439 421 2.635 120.00 2T 120 Ln-G 15 26.0 r - 7/26/2001 5:21:43 PM Section 2 Raw Data for AREA 4 in English Units File = C:\H40\DATA\HYD\EMPO1\SANFORD\4SPRK.WX4 Components Group = STDFTNOI Data Fields Strt Fnsh Dia Length & Fittings C Chng Num K-Fac Pnt. Pnt. Fac Mark Heads Flow *P-63 438 422 2.635 120.00 2T 120 Ln-G 15 *P-66 437 423 2.635 120.00 2T 120 Ln-G 15 *P-69 436 424 2.635 120.00 2T 120 Ln-G 15 *P-72 435 425 2.635 120.00 2T 120 Ln-G 15 *P-75 434 426 2.635 120.00 2T 120 Ln-G 15 *P-78 433 427 2.635 120.00 2T 120 Ln-G 15 *P-81 432 428 2.635 131.00 6E2T 120 Ln-G 16 *P-84 401 457 4.260'10.00 E 120 Mn-G2 0 457 456 4.260 10.00 120 Mn-G2 0 456 455 4.260 10.00 120 Mn-G2 0 455 454 4.260 8.95 120 Mn-G2 0 454 453 4.260 10.00 120 Mn-G2 0 453 452 4.260 10.00 120 Mn-G2 0 452 451 4.260 10.00 120 Mn-G2 0 451 450 4.260 8.95 120 Mn-G2 0 450 449 4.260 10.00 120 Mn-G2 0 449 448 4.260 10.00 120 Mn-G2 0 448 447 4.260 10.00 120 Mn-G2 0 447 446 4.260 8.95 120 Mn-G2 0 446 445 4.260 10.00 120 Mn-G2 0 445 444 4.260 10.00 120 Mn-G2 0 444 443 4.260 10.00 120 Mn-G2 0 443 442 4.260 8.95 120 Mn-G2 0 442 441 4.260 10.00 120 Mn-G2 0 441 440 4.260 10.00 120 Mn-G2 0 440 439 4.260 10.00 120 Mn-G2 0 439 438 4.260 8.95 120 Mn-G2 0 438 437 4.260 10.00 120 Mn-G2 0 437 436 4.260 10.00 120 Mn-G2 0 436 435 4.260 10.00 120 Mn-G2 0 435 434 4.260 8.95 120 Mn-G2 0 434 433 4.260 10.00 120 Mn-G2 0 433 432 4.260 7.00 120 Mn-G2 0 432 431 4.260 13.00 120 Mn-G2 2 431 429 2.635 120.00 2T 120 Ln-G 17 *P-87 401 4A 2.635 R17.70 120 Ln-G 2 4A 4B 2.635 8.33 120 Ln-G 3 4B 4C 2.635 8.33 120 Ln-G 4 4C 4D 2.635 8.33 120 Ln-G 5 4D 4E 2.635 8.33 120 Ln-G 6 4E 4F 2.635 8.33 120 Ln-G 7 4F 402 2.635 L60.62 T 120 Ln-G 15 402 403 4.260 10.00 120 Mn-Gl 69 403 404 4.260 10.00 120 Mn-G1 86 404 405 4.260 10.00 120 Mn-G1 117 405 406 4.260 8.95 120 Mn-G1 146 406 407 4.260 10.00 120 Mn-Gl 185 407 408 4.260 10.00 120 Mn-G1 202 408 409 4.260 10.00 120 Mn-G1 219 Page 3 072601 Den Area Press Elev 26.0 26.0 26.0 26.0 26.0 26.0 26.0 26.0 26.0 26.0 26.0 26.0 26.0 26.0 26.0 26.0 26.0 26.0 26.0 26.0 26.0 26.0 26.0 26.0 26.0 26.0 26.0 26.0 26.0 . 26.0 26.0 26.0 26.0 26.0 26.0 26.0 .4000 83.30 7.000 28.0 .4000 83.30 7.000 28.0 .4000 83.30 7.000 28.0 .4000 83.30 7.000 28.0 .4000 83.30 7.000 28.0 .4000 83.30 7.000 28.0 26.0 26.0 26.0 26.0 26.0 26.0 26.0 7/26/2001 5:21:43 PM Section 2 Page 4 Raw Data for AREA 4 in English Units 072601 File = C:\H40\DATA\HYD\EMP01\SANFORD\4SPRK.WX4 Components Group = STDFTNOI Data Fields Strt Fnsh Dia Length & Fittings C Chng Num K-Fac Den Area Press Elev Pnt. Pnt. Fac Mark Heads Flow 409 410 4.260 8.95 120 Mn-Gl 236 26.0 410 411 4.260 10.00 120 Mn-G1 253 26.0 411 412 4.260 10.00 120 Mn-G1 270 26.0 412 413 4.260 10.00 120 Mn-Gl 287 26.0 413 414 4.260 8.95 120 Mn-Gl 304 26.0 414 415 4.260 10.00 120 Mn-G1 321 26.0 415 416 4.260 10.00 120 Mn-G1 338 26.0 416 417 4.260 10.00 120 Mn-G1 356 26.0 417 418 4.260 8.95 120 Mn-G1 373 26.0 418 419 4.260 10.00 120 Mn-G1 390 26.0 419 420 4.260 10.00 120 Mn-G1 407 26.0 420 421 4.260 10.00 120 Mn-G1 424 26.0 421 422 4.260 8.95 120 Mn-G1 441 26.0 422 423 4.260 10.00 120 Mn-G1 458 26.0 423 424 4.260 10.00 120 Mn-Gl 475 26.0 424 425 4.260 10.00 120 Mn-Gl 492 26.0 425 426 4.260 8.95 120 Mn-Gl 509 26.0 426 427 4.260 10.00 120 Mn-G1 526 26.0 427 428 4.260 10.00 120 Mn-G1 543 26.0 428 429 4.260 10.00 120 Mn-G1 561 26.0 429 512 4.260 21.33 120 Mn-S 580 26.0 512 513 6.357 242.66 5E 120 Mn-S 580 26.0 513 BOR3 8.249 21.00 T 120 Mn-S 580 26.0 BOR3 514 8.249 1.41 120 Mn-S 580 0 514 PMPO 8.249 17.41 2E 120 Mn-S 580 +100.00 .001 .001 .001 26.0 PMPO 0 PMPI TEST 8.249 7.37 120 Mn-S 580 0 TEST H400.00 .001 .001 .001 0 @3 Start of Pump @4 Start of Check @5 END of ALL Pipe 7/26/2001 5:21:43 PM Section 3 Raw Data for AREA 4 in English Units File = C:\H40\DATA\HYD\EMPO1\SANFORD\4SPRK.WX4 Components Group = STDFTNOI Misc Information and Water Supplies Common Elevation Common Elevation = 26.0 Calculation Question Answers Remote Point = 4J Source Point = TEST Auto Peak Move Length = 12.5 Locate Remote Head = Y Auto Alter Fittings Lengths = Y Auto Peak = Y Alter Lengths After Auto Peak = N City Water Supply Information Connection Point = TEST Static Pressure = 37.2 Residual Pressure = 14.2 Residual Flow = 1600 Pump Information for NFPA Pump Inlet = PMPI Pump Outlet = PMPO Connection Point = TEST Pressure Flow 84 0 82.833 625 70 1250 63.141 1458 54.948 1667 45.5 1875 Page 5 072601 Henderson Engineeers Inc. AREA 4 Page 6 Date 072601 Hydraulic Design Information Sheet AREA 4 Date - 072601 Description - Sales Job name - Sam's Club System No. - Contractor - Contract No. - Calculated By - Paul C. Link, P.E. Drawing No. - Construction: ( ) Combustible (X) Non -Combustible Ceiling Height - Occupancy - mercantile S ( ) NFPA 13 ( ) Lt. Haz. Ord.Haz.Gp. ( ) 1 ( ) 2 ( ) 3 ( ) Ex.Haz. Y ( ) NFPA 231 (X) NFPA 231C ( ) Figure Curve S Other T Specific Ruling Made By Date E M Area of Sprinkler Operation - 2000 System Type Sprinkler/Nozzle Density - 0.4 (X) Wet Make D Area Per Sprinkler - 83.3 ( ) Dry Model E Elevation at Highest Outlet - 28 ( ) Deluge Size S Hose Allowance - Inside - ( ) Preaction K-Factor 11.2 I Rack Sprinkler Allowance - ( ) Other Temp.Rat.212 G Hose Allowance - Outside - N Note Calculation Flow Required - 910 Press Required - 43.7 At Pump outlet Summary C-Factor Used: 120 Overhead 120 Underground W Water Flow Test: Pump Data: Tank or Reservoir: A Date of Test - Cap. - T Time of Test - Rated Cap.- 1250 Elev.- E Static Press - 37.2 @ Press - 70 R Residual Press - 14.2 Elev. - 0 Well Flow - 1600 Proof Flow S Elevation - 0 U P Location - P L Source of Information - see attached water report Y C Commodity Class Location 0 Storage Ht. Area Aisle W. M Storage Method: Solid Piled o Palletized % Rack M ( ) Single Row ( ) Conven. Pallet ( ) Auto. Storage ( ) Encap. S R { ) Double Row ( ) Slave Pallet { ) Solid Shelf ( ) Non T A ( ) Mult. Row ( ) Open Shelf 0 C R K Flue Spacing Clearance:Storage to Ceiling A Longitudinal Transverse G E Horizontal Barriers Provided: Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Henderson Engineeers Inc. Page 7 AREA 4 natA n79Fnl --••r•-��-� ���y�u••-uy ++.Y--� lil w1iluI1dIR IN.ri. UJH UJUb / Henderson Engineeers Inc. Page 8 AREA 4 Date 072601 Node Elevation K-Fact Pt Pn Flow Density Area Press No. Actual Actual Added Req. Req. 457 26 11.1 na 4G 28 11.2 9.05 na 4H 28 11.2 8.9 na 4I 28 11.2 8.85 na 4J 28 11.2 8.85 na 4K 28 11.2 8.87 na 4L 28 11.2 8.95 na 456 26 11.23 na 4M 28 11.2 9.15 na 4N 28 11.2 9 na 40 28 11.2 8.95 na 4P 28 11.2 8.94 na 4Q 28 11.2 8.96 na 4R 28 11.2 9.04 na 455 26 11.5 na 4S 28 11.2 9.37 na 4T 28 11.2 9.21 na 4U 28 11.2 9.15 na 4V 28 11.2 9.14 na 4W 28 11.2 9.16 na 4X 28 11.2 9.24 na 454 26 11.92 na 453 26 12.35 na 452 26 12.75 na 451 26 13.14 na 450 26 13.47 na 449 26 13.84 na 448 26 14.21 na 447 26 14.58 na 446 26 14.91 na 445 26 15.28 na 444 26 15.65 na 443 26 16.02 na 442 26 16.35 na 441 26 16.72 na 440 26 17.08 na 439 26 17.42 na 438 26 17.72 na 437 26 18.02 na 436 26 18.29 na 435 26 18.51 na 434 26 18.67 na 433 26 18.79 na 432 26 18.83 na 401 26 11.01 na 457 26 11.1 na 456 26 11.23 na 455 26 11.5 na 454 26 11.92 na 453 26 12.35 na 452 26 12.75 na 451 26 13.14 na 450 26 13.47 na 449 26 13.84 na 448 26 14.21 na 447 26 14.58 na 446 26 14.91 na 445 26 15.28 na 444 26 15.65 na 443 26 16.02 na 442 26 16.35 na 441 26 16.72 na M 26 17,00 nd 439 26 17.42 na 438 26 17.72 na 33.7 .4000 83.30 7.000 33.42 .4000 83.30 7.000 33.33 .4000 83.30 7.000 33.32 .4000 83.30 7.000 33.35 .4000 83.30 7.000 33.51 .4000 83.30 7.000 33.89 .4000 83.30 7.000 33.6 .4000 83.30 7.000 33.5 .4000 83.30 7.000 33.5 .4000 83.30 7.000 33.53 .4000 83.30 7.000 33.68 .4000 83.30 7.000 34.28 .4000 83.30 7.000 33.98 .4000 83.30 7.000 33.87 .4000 83.30 7.000 33.86 .4000 83.30 7.000 33.89 .4000 83.30 7.000 34.04 .4000 83.30 7.000 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Henderson Engineeers Inc. Page 9 AREA 4 Date 072601 Node Elevation K-Fact Pt Pn Flow Density Area Press No. Actual Added Req. Req. 437 26 18.02 na 436 26 18.29 na 435 26 18.51 na 434 26 18.67 na 433 26 18.79 na 432 26 18.83 na 431 26 18.86 na 401 26 11.01 na 4A 28 11.2 9.41 na 34.36 .4000 83.30 7.000 4B 28 11.2 9.23 na 34.02 .4000 83.30 7.000 4C 28 11.2 9.15 na 33.88 .4000 83.30 7.000 4D 28 11.2 9.14 na 33.86 .4000 83.30 7.000 4E 28 11.2 9.15 na 33.87 .4000 83.30 7.000 4F 28 11.2 9.21 na 33.99 .4000 83.30 7.000 402 26 11.63 na 403 26 11.65 na 404 26 11.73 na 405 26 11.89 na 406 26 12.15 na 407 26 12.46 na 408 26 12.8 na 409 26 13.16 na 410 26 13.48 na 411 26 13.85 na 412 26 14.21 na 413 26 14.58 na 414 26 14.91 na 415 26 15.28 na 416 26 15.65 na 417 26 16.02 na 418 26 16.35 na 419 26 16.73 na 420 26 17.11 na 421 26 17.5 na 422 26 17.87 na 423 26 18.31 na 424 26 18.8 na 425 26 19.34 na 426 26 19.91 na 427 26 20.65 na 428 26 21.55 na 429 26 22.61 na 512 26 25.45 na 513 26 31.72 na BOR3 0 43.3 na 514 26 32.05 na 100 PMPO 0 43.69 na PMPI 0 34.19 na TEST 0 34.15 na 400 The maximum velocity is 18.24 and it occurs in the pipe between nodes 429 and 512 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Henderson Engineeers Inc. Page 10 AREA 4 Date 072601 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/UL Eqv. Ln. Total Pf Pn 457 -110.40 2.635 1T 16.474 17.700 11.100 to 120 16.474 -0.866 4G -110.40 -0.0346 34.174 -1.182 Vel = -6.495 4G 33.70 2.635 8.330 9.052 K Factor = 11.2 to 120 4H -76.70 -0.0176 8.330 -0.147 Vel = -4.513 4H 33.42 2.635 8.330 8.905 K Factor = 11.2 to 120 4I -43.28 -0.0061 8.330 -0.051 Vel = -2.546 4I 33.33 2.635 8.330 8.854 K Factor = 11.2 to 120 4J -9.95 -0.0004 8.330 -0.003 Vel = -0.585 4J 33.32 2.635 8.330 8.851 K Factor = 11.2 to 120 4K 23.37 0.0019 8.330 0.016 Vel = 1.375 4K 33.35 2.635 8.330 8.867 K Factor = 11.2 to 120 4L 56.72 0.0101 8.330 0.084 Vel = 3.337 4L 33.51 2.635 1T 16.474 60.620 8.951 K Factor = 11.2 ,to 120 16.474 0.866 403 90.23 0.0238 77.094 1.836 Vel = 5.309 90.23 11.653 K Factor = 26.43 456 -111.88 .2.635 1T 16.474 17.700 11.232 to 120 16.474 -0.866 4M -111.88 -0.0355 34.174 -1.212 Vel = -6.582 4M 33.88 2.635 8.330 9.154 K Factor = 11.2 to 120 4N -78.00 -0.0182 8.330 -0.152 Vel = -4.589 4N 33.61 2.635 8.330 9.002 K Factor = 11.2 to 120 40 -44.39 -0.0064 8.330 -0.053 Vel = -2.612 40 33.50 2.635 8.330 8.949 K Factor = 11.2 to 120 4P -10.89 -0.0005 8.330 -0.004 Vel = -0.641 4P 33.50 2.635 8.330 8.945 K Factor = 11.2 to 120 4Q 22.61 0.0018 8.330 0.015 Vel = 1.330 4Q 33.53 2.635 8.330 8.960 K Factor = 11.2 to 120 4R 56.14 0.0098 8.330 0.082 Vel = 3.303 4R 33.68 2.635 1T 16.474 60.620 9.043 K Factor = 11.2 to 120 16.474 0.866 404 89.82 0.0236 77.094 1.821 Vel = 5.284 89.82 11.730 K Factor = 26.23 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Henderson Engineeers Inc. Page 11 AREA 4 Date 072601 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/UL Eqv. Ln. Total Pf Pn 455 114.83 2.635 1T 16.474 17.700 11.504 to 120 16.474 -0.866 4S-114.83-0.0372 34.174 -1.271 Vel = -6.756 4S 34.28 2.635 8.330 9.367 K Factor = 11.2 to 120 4T -80.55-0.0193 8.330 -0.161 Vel = -4.739 4T 33.98 2.635 8.330 9.206 K Factor = 11.2 to 120 4U -46.57 -0.0070 8.330 -0.058 Vel = -2.740 4U 33.87 2.635 8.330 9.147 K Factor = 11.2 to 120 4V -12.70 -0.0006 8.330 -0.005 Vel = -0.747 4V 33.87 2.635 8.330 9.142 K Factor = 11.2 to 120 4W 21.17 0.0017 8.330 0.014 Vel = 1.246 4W 33.89 2.635 8.330 9.156 K Factor = 11.2 to 120 4X 55.06 0.0096 8.330 0.080 Vel = 3.239 4X 34.03 2.635 1T 16.474 60.620 9.235 K Factor = 11.2 to 120 16.474 0.866 405 89.09 0.0233 77.094 1.793 Vel = 5.242 89.09 11.894 K Factor = 25.83 454 20.25 2.635 2T 16.474 120.000 11.920 to 120 32.948 406 20.25 0.0015 152.948 0.230 Vel = 1.191 20.25 12.150 K Factor = 5.81 453 14.11 2.635 2T 16.474 120.000 12.347 to 120 32.948 407 14.11 0.0008 152.948 0.118 Vel = 0.830 14.11 12.465 K Factor = 4.00 452 9.19 2.635 2T 16.474 120.000 12.749 to 120 32.948 408 9.19 0.0003 152.948 0.053 Vel = 0.541 9.19 12.802 K Factor = 2.57 451 5.41 2.635 2T 16.474 120.000 13.135 to 120 32.948 409 5.41 0.0001 152.948 0.020 Vel = 0.318 5.41 13.155 K Factor = 1.49 450 2.93 2.635 2T 16.474 120.000 13.473 to 120 32.948 410 2.93 152.948 0.006 Vel = 0.172 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Henderson Engineeers Inc. Page 12 AREA 4 Date 072601 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/UL Eqv. Ln. Total Pf Pn 2.93 13.479 K Factor = 0.80 449 1.20 2.635 2T 16.474 120.000 13.845 to 120 32.948 411 1.20 152.948 0.001 Vel = 0.071 1.20 13.846 K Factor = 0.32 448 0.31 2.635 2T 16.474 120.000 14.215 to 120 32.948 412 0.31 152.948 Vel = 0.018 0.31 14.215 K Factor 447 0.03 2.635 2T 16.474 120.000 14.584 to 120 32.948 413 0.03 152.948 Vel = 0.002 0.03 14.584 K Factor = 0.01 446 -0.01 2.635 2T 16.474 120.000 14.915 to 120 32.948 414 -0.01 152.948 Vel = -0.001 -0.01 14.915 K Factor = 445 0 2.635 2T 16.474 120.000 15.284 0 to 120 32.948 0 415 0 0 152.948 0 0 Vel = 0 15.284 K Factor = 444. 0.10 2.635 4E 8.237 128.000 15.653 to 120 2T 16.474 65.896 416 0.10 193.896 Vel = 0.006 0.10 15.653 K Factor = 0.03 443 0.62 2.635 2T 16.474 120.000 16.023 to 120 32.948 417 0.62 152.948 Vel = 0.036 0.62 16.023 K Factor = 0.15 442 1.79 2.635 2T 16.474 120.000 16.352 to 120 32.948 418 1.79 152.948 0.003 Vel = 0.105 1.79 16.355 K Factor = 0.44 441 3.93 2.635 2T 16.474 120.000 16.717 to 120 32.948 419 3.93 0.0001 152.948 0.011 Vel = 0.231 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Henderson Engineeers Inc. Page 13 AREA 4 Date 072601 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/UL Eqv. Ln. Total Pf Pn 3.93 16.728 K Factor = 0.96 440 7.07 2.635 2T 16.474 120.000 17.076 to 120 32.948 420 7.07 0.0002 152.948 0.033 Vel = 0.416 7.07 17.109 K Factor = 1.71 439 11.33 2.635 2T 16.474 120.000 17.423 to 120 32.948 421 11.33 0.0005 152.948 0.078 Vel = 0.667 11.33 17.501 K Factor = .2.71 438 16.29 2.635 2T 16.474 120.000 17.717 to 120 32.948 422 16.29 0.0010 152.948 0.153 Vel = 0.958 16.29 17.870 K Factor = 3.85 437 23.07 2.635 2T 16.474 120.000 18.020 to 120 32.948 423 23.07 0.0019 152.948 0.292 Vet = 1.357 23.07 18.312 K Factor = 5.39 436 31.13 2.635 2T 16.474 120.000 18.288 to 120 32.948 424 31.13 0.0033 152.948 0.509 Vel = 1.832 31.13 18.797 K Factor = 7.18 435 40.56 2.635 2T 16.474 120.000 18.513 to 120 32.948 425 40.56 0.0054 152.948 0.830 Vel = 2.386 40.56 19.343 K Factor = 9.22 434 50.38 2.635 2T 16.474 120.000 18.668 to 120 32.948 426 50.38 0.0081 152.948 1.239 Vel = 2.964 50.38 19.907 K Factor = 11.29 433 62.83 2.635 2T 16.474 120.000 18.786 to 120 32.948 427 62.83 0.0122 152.948 1.865 Vel = 3.697 62.83 20.651 K Factor = 13.83 432 64.32 2.635 6E 8.237 131.000 18.831 to 120 2T 16.474 82.371 428 64.32 0.0127 213.371 2.717 Vel = 3.784 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Henderson Engineeers Inc. AREA 4 Page 14 Date 072601 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/UL Eqv. Ln. Total Pf Pn 64.32 21.548 K Factor = 13.86 401 121.44 4.260 lE 13.167 10.000 11.008 to 120 13.167 457 121.44 0.0040 23.167 0.092 Vel = 2.734 457 110.40 4.260 10.000 11.100 to 120 456 231.84 0.0132 10.000 0.132 Vet = 5.219 456 111.88 4.260 10.000 11.232 to 120 455 343.72 0.0273 10.000 0.273 Vet = 7.737 455 114.83 4.260 8.950 11.504 to 120 454 458.55 0.0465 8.950 0.416 Vel = 10.322 454 -20.25 4.260 10.000 11.920 to 120 453 438.30 0.0427 10.000 0.427 Vel = 9.866 453 -14.11 4.260 10.000 12.347 to 120 452 424.19 0.0402 10.000 0.402 Vel = 9.548 452 -9.19 4.260 10.000 12.749 to 120 451 415.00 0.0386 10.000 0.386 Vel = 9.342 451 -5.41 4.260 8.950 13.135 to 120 450 409.59 0.0377 8.950 0.337 Vel = 9.220 450 -2.93 4.260 10.000 13.473 to 120 449 406.66 0.0372 10.000 0.372 Vel = 9.154 449 -1.21 4.260 10.000 13.845 to 120 448 405.45 0.0370 10.000 0.370 Vel = 9.127 448 -0.31 4.260 10.000 14.215 to 120 447 405.14 0.0369 10.000 0.369 Vel = 9.120 447 -0.03 4.260 8.950 14.584 to 120 446 405.11 0.0370 8.950 0.331 Vel = 9.119 446 4.260 10.000 14.915 to 120 445 405.11 0.0369 10.000 0.369 Vel = 9.119 445 4.260 10.000 15.284 to 120 444 405.11 0.0369 10.000 0.369 Vel = 9.119 444 -0.10 4.260 10.000 15.653 to 120 443 405.01 0.0369 10.000 0.369 Vel = 9.117 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Henderson Engineeers Inc. Page 15 AREA 4 Date 072601 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/UL Eqv. Ln. Total Pf Pn 443 -0.63 4.260 8.950 16.023 to 120 442 404.38 0.0368 8.950 0.329 Vel = 9.102 442 -1.78 4.260 10.000 16.352 to 120 441 402.60 0.0365 10.000 0.365 Vel = 9.062 441 -3.93 4.260 10.000 16.717 to 120 440 398.67 0.0359 10.000 0.359 Vel = 8.974 440 -7.07 4.260 10.000 17.076 to 120 439 391.60 0.0347 10.000 0.347 Vel = 8.815 439 -11.33 4.260 8.950 17.423 to 120 438 380.27 0.0328 8.950 0.294 Vel = 8.560 438 -16.29 4.260 10.000 17.717 to 120 437 363.98 0.0303 10.000 0.303 Vel = 8.193 437 -23.07 4.260 10.000 18.020 to 120 436 340.91 0.0268 10.000 0.268 Vel = 7.674 436 -31.13 4.260 10.000 18.288 to 120 435 309.78 0.0225 10.000 0.225 Vel = 6.973 435 -40.56 4.260 8.950 18.513 to 120 434 269.22 0.0173 8.950 0.155 Vel = 6.060 434 -50.38 4.260 10.000 18.668 to 120 433 218.84 0.0118 10.000 0.118 Vel = 4.926 433 -62.83 4.260 7.000 18.786 to 120 432 156.01 0.0063 7.000 0.044 Vel = 3.512 432 -64.32 4.26.0 13.000 18.831 to 120 431 91.69 0.0024 13.000 0.031 Vel = 2.064 431 2.635 2T 16.474 120.000 18.861 to 120 32.948 429 91.69 0.0245 152.948 3.752 Vel = 5.394 91.69 22.613 K Factor = 19.28 401 -121.44 2.635 17.700 11.008 to 120 -0.866 4A -121.44 -0.0412 17.700 -0.730 Vel = -7.145 4A 34.36 2.635 8.330 9.411 K Factor = 11.2 to 120 4B -87.08 -0.0223 8.330 -0.186 Vel = -5.123 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Henderson Engineeers Inc. Page 16 AREA 4 Date 072601 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/UL Eqv. Ln. Total Pf Pn 4B 34.02 2.635 8.330 9.226 K Factor = 11.2 to 120 4C -53.06 -0.0089 8.330 -0.074 Vel = -3.122 4C 33.88 2.635 8.330 9.151 K Factor = 11.2 to 120 4D -19.18 -0.0013 8.330 -0.011 Vel = -1.128 4D 33.86 2.635 8.330 9.140 K Factor = 11.2 to 120 4E 14.68 0.0008 8.330 0.007 Vel = 0.864 4E 33.88 2.635 8.330 9.147 K Factor = 11.2 to 120 4F 48.56 0.0076 8.330 0.063 Vel = 2.857 4F 33.99 2.635 1T 16.474 60.620 9.210 K Factor = 11.2 to 120 16.474 0.866 402 82.55 0.0202 77.094 1.557 Vel = 4.857 402 4.260 10.000 11.634 to 120 403 82.55 0.0019 10.000 0.019 Vel = 1.858 403 90.22 4.260 10.000 11.653 to 120 404 172.77 0.0076 10.000 0.076 Vel = 3.889 404 89.82 4.260 10.000 11.729 to 120 405 262.59 0.0166 10.000 0.166 Vel = 5.911 405 89.09 4.260 8.950 11.895 to 120 406 351.68 0.0284 8.950 0.254 Vel = 7.916 406 20.25 4.260 10.000 12.149 to 120 407 371.93 0.0315 10.000 0.315 Vel = 8.372 407 14.11 4.260 10.000 12.465 to 120 408 386.04 0.0338 10.000 0.338 Vel = 8.690 408 9.19 4.2610 10.000 12.803 to 120 409 395.23 0.0353 10.000 0.353 Vel = 8.897 409 5.41 4.260 8.950 13.155 to 120 410 400.64 0.0362 8.950 0.324 Vel = 9.018 410 2.93 4.260 10.000 13.479 to 120 411 403.57 0.0367 10.000 0.367 Vel = 9.084 411- 1.21 4.260 10.000 13.846 to 120 412 404.78 0.0369 10.000 0.369 Vel = 9.111 412 0.30 4.260 10.000 14.215 to 120 413 405.08 0.0369 10.000 0.369 Vel = 9.118 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Henderson Engineeers Inc. Page 17 AREA 4 Date 072601 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/UL Eqv. Ln. Total Pf Pn 413 0.03 4.260 8.950 14.584 to 120 414 405.11 0.0370 8.950 0.331 Vel = 9.119 414 4.260 10.000 14.915 to 120 415 405.11 0.0369 10.000 0.369 Vel = 9.119 415 0.01 4.260 10.000 15.284 to 120 416 405.12 0.0369 10.000 0.369 Vel = 9.119 416 0.10 4.260 10.000 15.653 to 120 417 405.22 0.0370 10.000 0.370 Vel = 9.121 417 0.62 4.260 8.950 16.023 to 120 418 405.84 0.0371 8.950 0.332 Vel = 9.135 418 1.79 4.260 10.000 16.355 to 120 419 407.63 0.0374 10.000 0.374 Vel = 9.176 419 3.93 4.260 10.000 16.728 to 120 420 411.56 0.0.380 10.000 0.380 Vel = 9.264 420 7.07 4.260 10.000 17.109 to 120 421 418.63 0.0392 10.000 0.392 Vel = 9.423 421 11.33 4.260 8.950 17.501 to 120 422 429.96 0.0412 8.950 0.369 Vel = 9.678 422 16.29 4.260 10.000 17.870 to 120 423 446.25 0.0442 10.000 0.442 Vel = 10.045 423 23.07 4.260 10.000 18.312 to 120 424 469.32 0.0485 10.000 0.485 Vel = 10.564 424 31.13 4.260 10.000 18.797 to 120 425 500.45 0.0546 10.000 0.546 Vel = 11.265 425 40.56 4.260 8.950 19.343 to 120 426 541.01 0.0631 8.950 0.565 Vel = 12.178 426 50.38 4.260 10.000 19.907 to 120 427 591.39 0.0744 10.000 0.744 Vel = 13.312 427 62.83 4.260 10.000 20.651 to 120 428 654.22 0.0896 10.000 0.896 Vel = 14.726 428 64.32 4.260 10.000 21.547 to 120 429 718.54 0.1066 10.000 1.066 Vel = 16.174 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Henderson Engineeers Inc. AREA 4 Page 18 Date 072601 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/UL Eqv. Ln. Total Pf Pn 429 91.69 4.260 21.330 22.614 to 120 512 810.23 0.1331 21.330 2.840 Vel = 18.238 512 6.357 5E 17.603 242.660 25.454 to 120 88.014 513 810.23 0.0190 330.674 6.268 Vel = 8.190 513 8.249 1T 38.923 21.000 31.722 to 120 38.923 11.261 BOR3 810.23 0.0053 59.923 0.319 Vel = 4.864 BOR3 8.249 1.410 43.302 to 120 -11.261 514 810.23 0.0057 1.410 0.008 Vet = 4.864 514 100.00 8.249 2E 20.018 17.410 32.049 Qa = 100.00 to 120 40.035 11.261 PMPO 910.23 0.0066 57.445 0.380 Vel = 5.464 910.23 43.690 K Factor = 137.71 Pressure @ Pump Outlet 43.689 Pressure From Pump Curve-77.884 Pressure @ Pump Inlet-34.194 PMPI 8.249 7.370-34.194 to 120 TEST 910.23 0.0066 7.370 0.049 Vel = 5.464 400.00 Qa = 400.00 1310.23 34.145 K Factor = 224.22 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Hen,derson Engineeers Inc. AREA 4 Page 19 Date 072601 Auto Peaking Summary List of Pipes for Area Calculated Left Right Side Side From To Length From To Length 4F 402 73.120 401 4A 5.200 4L 403 73.120 455 4S 5.200 4R 404 73.120 456 4M 5.200 4X 405 73.120 457 4G 5.200 4F 402 60.620 401 4A 17.700 4L 403 60.620 455 4S 17.700 4R 404 60.620 456 4M 17.700 4X 405 60.620 457 4G 17.700 Flow Pressure Pressure Required Required Differential LEFT 12.500 I 1308.97 34.161 -0.017 AREA CALCULATED I 1310.23 34.146 -0.002 RIGHT 12.500 I 1312.14 34.144 0.000 Typical Distance Between Heads = 12.500 Split Point Used in Worst Area Peaked = 4J Split Point Used in Area Calculated = 4J Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Henderson Engineeers Inc. 8325 Lenexa Drive Suite 400 Lenexa KS 66214 913-307-5300 AREA 5 Description Sales System No. Job Name Sam's Club Contract No. Data File 4SPRK.WX5 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 7/26/2001 5:23:28 PM Section 1 Page 1 Raw Data for AREA 5 in English Units 072601 File = C:\H40\DATA\HYD\EMP01\SANFORD\4SPRK.WX5 Components Group = STDFTNOI Node Points 5F 5E 517 5L 5K 518 5G 5H 5I 5J 518 5R 5Q 519 5M 5N 50 5P 519 5X 5W 520 5S 5T 5U 5V 520 457 4G 4H 4I 4J 4K 4L 403 456 4M 4N 40 4P 4Q 4R 404 455 4S 4T 4U 4V 4W 4X 405 454 406 453 407 452 408' 451 409 450 410 449 411 448 412 447 413 446 414 445 415 444 416 443 417 442 418 441 419 440 420 439 421 438 422 437 423 436 424 435 425 434 426 433 427 432 428 402 4F 4E 4D 4C 4B 4A 401 457 456 455 454 453 452 451 450 449 448 447 446 445 444 443 442 434 433 432 431 429 5A 5B 5C 5D 517 518 519 520 402 403 404 405 406 407 408 409 410 411 412 413 414 415 416 417 425 426 427 428 429 512 513 BOR3 514 PMPO PMPI TEST 7/26/2001 5:23:28 PM Section 2 Page 2 Raw Data for AREA 5 in English Units 072601 File = C:\H40\DATA\HYD\EMP01\SANFORD\4SPRK.WX5 Components Group = STDFTNOI Data Fields Strt Fnsh Dia Length & Fittings C Chng Num K-Fac Den Area Press Elev Pnt. Pnt. Fac Mark Heads Flow @1 Start of Equiv K @2 Start of Grid or Balance Calc *P-6 5F 5E 1.687 8.00 120 Ln-S 1 11.2 .4000 86.30 7.000 28 5E 517 1.687 3.16 T 120 Ln-S 2 11.2 .4000 86.30 7.000 28 *P-9 5L 5K 1.687 8.00 120 Ln-S 1 11.2 .4000 86.30 7.000 28 5K 518 1.687 3.16 T 120 Ln-S 2 11.2 .4000 86.30 7.000 28 *P-12 5G 5H 1.687 8.00 120 Ln-S 1 11.2 .4000 86.30 7.000 28 5H 5I 1.687 8.00 120 Ln-S 2 11.2 .4000 86.30 7.000 28 5I 51 1.687 8.00 120 Ln-S 3 11.2 .4000 86.30 7`.000 28 51 518 1.687 4.83 T 120 Ln-S 4 11.2 .4000 86.30 7.000 28 *P-15 5R 5Q 1.687 8.00 120 Ln-S 1 11.2 .4000 86.30 7.000 28 5Q 519 1.687 3.16 T 120 Ln-S 2 11.2 .4000 86.30 7.000 28 *P-18 5M 5N 1.687 8.00 120 Ln-S 1 11.2 .4000 86.30 7.000 28 5N 50 1.687 8.00 120 Ln-S 2 11.2 .4000 86.30 7.000 28 50 5P 1.687 8.00 120 Ln-S 3 11.2 .4000 86.30 7.000 28 SP 519 1.687 4.83 T 120 Ln-S 4 11.2 .4000 86.30 7.000 28 *P-21 5X 5W 1.687 8.00 120 Ln-S 1 11.2 .4000 86.30 7.000 28 5W 520 1.687 3.16 T 120 Ln-S 2 11.2 .4000 86.30 7.000 28 *P-24 5S 5T 1.687 8.00 120 Ln-S 1 11.2 .4000 86.30 7.000 28 5T 5U 1.687 8.00 120 Ln-S 2 11.2 .4000 86.30 7.000 28 5U 5V 1.687 8.00 120 Ln-S 3 11.2 .4000 86.30 7.000 28 5V 520 1.687 4.83 T 120 Ln-S 4 11.2 .4000 86.30 7.000 28 *P-27 457 4G 2.635 17.70 T 120 Ln-G 2 28.0 4G 4H 2.635 8.33 120 Ln-G 3 28.0 4H 4I 2.635 8.33 120 Ln-G 4 28.0 4I 4J 2.635 8.33 120 Ln-G 5 28.0 4J 4K 2.635 8.33 120 Ln-G 6 28.0 4K 4L 2.635 8.33 120 Ln-G 7 28.0 4L 403 2.635 60.62 T 120 Ln-G 15 28.0 *P-30 456 4M 2.635 17.70 T 120 Ln-G 3 28.0 4M 4N 2.635 8.33 120 Ln-G 5 28.0 4N 40 2.635 8.33 120 Ln-G 7 28.0 40 4P 2.635 8.33 120 Ln-G 9 28.0 4P 4Q 2.635 8.33 120 Ln-G 11 28.0 4Q 4R 2.635 8.33 120 Ln-G 13 28.0 4R 404 2.635 60.62 T 120 Ln-G 27 28.0 *P-33 455 4S 2.635 17.70 T 120 Ln-G 3 28.0 4S 4T 2.635 8.33 120 Ln-G 5 28.0 4T 4U 2.635 8.33 120 Ln-G 7 28.0 4U 4V 2.635 8.33 120 Ln-G 9 28.0 4V 4W 2.635 8.33 120 Ln-G 11 28.0 4W 4X 2.635 8.33 120 Ln-G 13 28.0 4X 405 2.635 60.62 T 120 Ln-G 27 28.0 *P-36 454 406 2.635 120.00 2T 120 Ln-G 36 28.0 *P-39 453 407 2.635 120.00 2T 120 Ln-G 15 28.0 *P-42 452 408 2.635 120.00 2T 120 Ln-G 15 28.0 7/26/2001 5:23:28 PM Section 2 Page 3 Raw Data for AREA 5 in English Units 072601 File = C:\H40\DATA\HYD\EMPO1\SANFORD\4SPRK.WX5 Components Group = STDFTNOI Data Fields Strt Fnsh Pnt. Pnt. Dia Length & Fittings C Fac Chng Mark Num K-Fac Heads Flow Den Area Press Elev *P-45 451 409 2.635 120.00 2T 120 Ln-G 15 28.0 *P-48 450. 410 2.635 120.00 2T 120 Ln-G 15 28.0 *P-51 449 411 2.635 120.00 2T 120 Ln-G 15 28.0 *P-54 448 412 2.635 120.00 2T 120 Ln-G 15 28.0 *P-57 447 413 2.635 120.00 2T 120 Ln-G 15 28.0 *P-60 446 414 2.635 120.00 2T in Ln-G 15 28.0 *P-63 445 415 2.635 120.00 2T 120 Ln-G 15 28.0 *P-66 444 416 2.635 128.00 4E2T 120 Ln-G 16 28.0 *P-69 443 417 2.635 120.00 2T 120 Ln-G 15 28.0 *P-72 442 418 2.635 120.00 2T 120 Ln-G 15 28.0 *P-75 441 419 2.635 120.00 2T 120 Ln-G 15 28.0 *P-78 440 420 2.635 120.00 2T 120 Ln-G 15 28.0 *P-81 439 421 2.635 120.00 2T 120 Ln-G 15 28.0 *P-84 438 422 2.635 120.00 2T 120 Ln-G 15 28.0 *P-87 437 423 2.635 120.00 2T 120 Ln-G 15 28.0 *P-90 436 424 2.635 120.00 2T 120 Ln-G 15 28.0 *P-93 435 425 2.635 120.00 2T 120 Ln-G 15 28.0 *P-96 434 426 2.635 120.00 2T 120 Ln-G 15 28.0 *P-99 433 427 2.635 120.00 2T 120 Ln-G 15 28.0 *P-102 432 428 2.635 131.00 6E2T 120 Ln-G 16 28.0 *P-105 402 4F 2.635 60.62 T 120 Ln-G 9 28.0 4F 4E 2.635 8.33 120 Ln-G 10 28.0 4E 4D 2.635 8.33 120 Ln-G 11 28.0 4D 4C 2.635 8.33 120 Ln-G 12 28.0 4C 4B 2.635 8.33 120 Ln-G 13 28.0 4B 4A 2.635 8.33 120 Ln-G 14 28.0 4A 401 2.635 17.70 E 120 Ln-G 17 28.0 401 457 4.260 10.00 120 Mn-G2 17 28.0 457 456 4.260 10.00 120 Mn-G2 17 28.0 456 455 4.260 10.00 120 Mn-G2 17 28.0 455 454 4.260 8.95 120 Mn-G2 17 28.0 454 453 4.260 10.00 120 Mn-G2 17 28.0 453 452 4.260 10.00 120 Mn-G2 17 28.0 452 451 4.260 10.00 120 Mn-G2 17 28.0 451 450 4.260 8.95 120 Mn-G2 17 28.0 450 449 4.260 10.00 120 Mn-G2 17 28.0 449 448 4.260 10.00 120 Mn-G2 17 28.0 7/26/2001 5:23:28 PM Section 2 Page 4 Raw Data for AREA 5 in English Units 072601 File = C:\H40\DATA\HYD\EMPO1\SANFORD\4SPRK.WX5 Components Group = STDFTNOI Data Fields Strt Fnsh Dia Length & Fittings C Chng Num K-Fac Den Area Press Elev Pnt. Pnt. Fac Mark Heads Flow 448 447 .4.260 10.00 120 Mn-G2 17 28.0 447 446 4.260 8.95 120 Mn-G2 17 28.0 446 445 4.260 10.00 120 Mn-G2 17 28.0 445 444 4.260 10.00 120 Mn-G2 17 28.0 444 443 4.260 10.00 120 Mn-G2 17 28.0 443 442 4.260 8.95 120 Mn-G2 17 28.0 442 441 4.260 10.00 120 Mn-G2 17 28.0 441 440 4.260 10.00 120 Mn-G2 17 28.0 440 439 4.260 10.00 120 Mn-G2 17 28.0 439 438 4.260 8.95 120 Mn-G2 17 28.0 438 437 4.260 10.00 120 Mn-G2 17 28.0 437 436 4.260 10.00 120 Mn-G2 17 28,0 436 435 4.260 10.00 120 Mn-G2 17 28.0 435 434 4.260 8.95 120 Mn-G2 17 28.0 434 433 4.260 10.00 120 Mn-G2 17 28.0 433 432 4.260 7.00 120 Mn-G2 17 28.0 432 431 4.260 13.00 120 Mn-G2 19 28.0 431 429 2.635 120.00 2T 120 Ln-G 34 28.0 *P-108 5A 5B 1.687 8.00 120 Ln-S 1 11.2 .4000 86.30 7.000 28 5B 5C 1.687 8.00 120 Ln-S 2 11.2 .4000 86.30 7.000 28 5C 5D 1.687 8.00 120 Ln-S 3 11.2 .4000 86.30 7.000 28 5D 517 1.687 4.83 T 120 Ln-S 4 11.2 .4000 86.30 7.000 28 517 518 4.26 10.66 120 Mn-S 10 28 518 519 4.26 10.66 120 Mn-S 16 28.0 519 520 4.26 10.66 120 Mn-S 22 28.0 520 402 4.26 52.91 120 Mn-S 52 28.0 402 403 4.26 10.00 120 Mn-G1 54 28.0 403 404 4.260 10.00 120 Mn-G1 71 28.0 404 405 4.260 10.00 120 Mn-Gl 102 28.0 405 406 4.260 8.95 120 Mn-G1 131 28.0 406 407 4.260 10.00 120 Mn-G1 170 28.0 407 408 4.260 10.00 120 Mn-G1 187 28.0 408 409 4.260 10.00 120 Mn-Gl 204 28.0 409 410 4.260 8.95 120 Mn-Gl 221 28.0 410 411 4.260 10.00 120 Mn-G1 238 28.0 411 412 4.260 10.00 120 Mn-G1 255 28.0 412 413 4.260 10.00 120 Mn-G1 272 28.0 413 414 4.260 8.95 120 Mn-G1 289 28.0 414 415 4.260 10.00 120 Mn-G1 306 28.0 415 416 4.260 10.00 120 Mn-G1 323 28.0 416 417 4.260 10.00 120 Mn-G1 341 28.0 417 418 4.260 8.95 120 Mn-G1 358 28.0 418 419 4.260 10.00 120 Mn-G1 375 28.0 419 420 4.260 10.00 120 Mn-G1 392 28.0 420 421 4.260 10.00 120 Mn-G1 409 28.0 421 422 4.260 8.95 120 Mn-G1 426 28.0 422 423 4.260 10.00 120 Mn-Gl 443 28.0 423 424 4.260 10.00 120 Mn-G1 460 28.0 424 425 4.260 10.00 120 Mn-G1 477 28.0 425 426 4.260 8.95 120 Mn-Gl 494 28.0 426 427 4.260 10.00 120 Mn-G1 511 28.0 427 428 4.260 10.00 120 Mn-G1 528 28.0 428 429 4.260 10.00 120 Mn-Gl 546 28.0 429 512 4.260 21.33 120 Mn-S 582 28.0 512 513 6.357 242.66 5E 120 Mn-S 582 28.0 513 BOR3 8.249 21.00 T 120 Mn-S 582 28.0 BOR3 514 8.249 1.41 120 Mn-S 582 0 7/26/2001 5:23:28 PM Section 2 Page 5 Raw Data for AREA 5 in English Units 072601 File = C:\H40\DATA\HYD\EMPO1\SANFORD\4SPRK.WX5 Components Group = STDFTNOI Data Fields Strt Fnsh Dia Length & Fittings C Chng Num K-Fac Den Area Press Elev Pnt. Pnt. Fac Mark Heads Flow 514 PMPO 8.249 17.41 2E 120 Mn-S 582 +100.00 .001 .001 .001 28.0 PMPO 0 PMPI TEST 8.249 7.37 120 Mn-S 582 0 TEST H400.00 .001 .001 .001 0 @3 Start of Pump @4 Start of Check @5 END of ALL Pipe 7/26/2001 5:23:28 PM Section 3 Raw Data for AREA 5 in English Units File = C:\H40\DATA\HYD\EMPO1\SANFORD\4SPRK.WX5 Components Group = STDFTNOI Misc Information and Water Supplies Common Elevation Common Elevation = 28.0 Calculation Question Answers Remote Point = 5A Source Point = TEST Auto Peak Move Length = 12.5 Locate Remote Head = Y Auto Alter Fittings Lengths = Y Auto Peak = N Alter Lengths After Auto Peak = N City Water Supply Information Connection Point = TEST Static Pressure = 37.2 Residual Pressure = 14.2 Residual Flow = 1600 Pump Information for NFPA Pump Inlet = PMPI Pump Outlet = PMPO Connection Point = TEST Pressure Flow 84 0 82.833 625 70 1250 63.141 1458 54.948 1667 45.5 1875 Page 6 072601 Henderson Engineeers Inc. AREA 5 Page 7 Date 072601 Hydraulic Design Information Sheet AREA 5 Date - 072601 Description - Sales Job name - Sam's Club System No. - Contractor - Contract No. - Calculated By - Paul C. Link. P.E. Drawing No. - Construction: ( ) Combustible (X) Non -Combustible Ceiling Height - Occupancy - mercantile S ( ) NFPA 13 ( ) Lt. Haz. Ord.Haz.Gp. ( ) 1 ( ) 2 ( ) 3 ( ) Ex.Haz. Y ( ) NFPA 231 (X) NFPA 231C ( ) Figure Curve S Other T Specific Ruling Made By Date E M D E S I G N Area of Sprinkler Operation - 2000 Density - 0.4 Area Per Sprinkler - 86.3 Elevation at Highest Outlet - 28 Hose Allowance - Inside - Rack Sprinkler Allowance - Hose Allowance - Outside - Note System Type (X) Wet ( ) Dry ( ) Deluge ( ) Preaction ( ) Other Sprinkler/Nozzle Make Model Size K-Factor 11.2 Temp.Rat.212 Calculation Flow Required - 1078 Press Required - 78.7 At Pump outlet Summary C-Factor Used: 120 Overhead 120 Underground W Water Flow Test: Pump Data: Tank or Reservoir: A Date of Test - Cap. - T Time of Test - Rated Cap.- 1250 Elev.- E Static Press - 37.2 @ Press - 70 R Residual Press - 14.2 Elev. - 0 Well Flow - 1600 Proof Flow S Elevation - 0 U P Location - P L Source of Information - see attached water report Y C Commodity Class Location 0 Storage Ht. Area Aisle W. M Storage Method: Solid Piled % Palletized o Rack M ( ) Single Row ( ) Conven. Pallet ( ) Auto. Storage ( ) Encap. S R ( ) Double Row ( ) Slave Pallet ( ) Solid Shelf ( ) Non T A ( ) Mult. Row ( ) Open Shelf v �, R K Flue Spacing clearance:Storage to Ceiling A Longitudinal Transverse E Horizontal Barriers Provided: Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Henderson Engineeers Inc. AREA 5 Page 8 Date 0726ni City Water Supply: Pump Data: Cl-Static Pressure: 37.2 PSI P2-Pump Rated Pressure: 70 PSI C2-Residual Pressure: 14.2 PSI P2-Pump Rated Flow: 1250 GPM C2-Residual Flow: 1600 GPM P1-Pump Churn Pressure:84 PSI City Water Adjusted to Pump Inlet P3-Pump Pressure @ Max Flow:45.5 PSI P3-Pump Max Flow: 1688.80 GPM for Pf - Elev.- Hose Flow City Residual Flow @ 0 PSI = 2074.88 GPM Al -Adjusted Static: 35.43 PSI City Residual Flow @ 20 PSI = 1367.43 GPM A2-Adj Resid: 12.765 PSI @ 1250 GPM City Water @ 150% of Pump = 11.78 PSI A3-Adj Resid: 0 PSI @ 1688.8 GPM Pump flow terminated at adjusted curve 0 psi 150 140 130 P 120 R 110 E 100 S 90 S 80 U 70 R 60 E 50 40 30 20 10 Dl-Elevation: 12.127 PSI D2-System Flow:1078.5 GPM D2-System Pressure: 78.730 PSI Hose ( Adj City ):400 GPM Hose ( Demand ):0 GPM Safety Margin: 12.773 PSI 1 + P1 D2 A2 + P2 1 A2 C A3 200 400 600 800 1000 1200 1400 FLOW ( N ^ 1.85 ) 1600 o t11 Wlllulldlll N.ti. UJH U3V?J Henderson Engineeers Inc. Page 9 AREA 5 Date 072601 Node Elevation K-Fact Pt Pn Flow Density Area Press No. Actual Actual Added Req. Req. 28 11.2 17.28 na 28 11.2 17.77 na 28 11.2 17.41 na 28 11.2 17.9 na 28 11.2 9.57 na 28 11.2 9.86 na 28 11.2 10.9 na 28 11.2 13.18 na 28 11.2 17.87 na 28 11.2 18.38 na 28 11.2 9.83 na 28 11.2 10.12 na 28 11.2 11.19 na 28 11.2 13.53 na 28 11.2 18.85 na 28 11.2 19.38 na 28 11.2 10.39 na 28 11.2 10.7 na 28 11.2 11.82 na 28 11.2 14.28 na 28 37.71 na 28 36.9 na 28 36.7 na 28 36.51 na 28 36.31 na 28 36.11 na 28 35.92 na 28 37.81 na 28 37.26 na 28 37.12 na 28 36.98 na 28 36.85 na 28 36.71 na 28 36.58 na 28 37.99 na 28 37.63 na 28 37.54 na 28 37.45 na 28 37.36 na 28 37.27 na 28 37.18 na 28 38.22 na 28 38.55 na 28 38.94 na 28 39.38 na 28 39.8 na 28 40.29 na 28 40.8 na 28 41.32 na 28 41.79 na 28 42.31 na 28 42.84 na 28 43.36 na 28 43.83 na 28 44.35 na 28 44.85 na 28 45.35 na 28 45.76 na 28 46.19 na 28 46.57 na 28 46.89 na 28 47.11 na 28 47.28 na 28 47.34 na 28 32.58 na 46.56 .4000 86.30 7.000 47.22 .4000 86.30 7.000 46.73 .4000 86.30 7.000 47.39 .4000 86.30 7.000 34.65 .4000 86.30 7.000 35.16 .4000 86.30 7.000 36.97 .4000 86.30 7.000 40.66 .4000 86.30 7.000 47.34 .4000 86.30 7.000 48.01 .4000 86.30 7.000 35.12 .4000 86.30 7.000 35.64 .4000 86.30 7.000 37.47 .4000 86.30 7.000 41.2 .4000 86.30 7.000 48.63 .4000 86.30 7.000 49.31 .4000 86.30 ,7.000 36.1 .4000 86.30 7.000 36.63 .4000 86.30 7.000 38.5 .4000 86.30 7.000 42.33 .4000 86.30 7.000 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Henderson Engineeers Inc. Page 10 AREA 5 Date 072601 Node Elevation K-Fact Pt Pn Flow Density Area Press No. Actual Added Req. Req. 28 28 28 28 28 28 28 28 28 28 28 28 28 28 28 28 28 28 28 28 28 28 28 28 28 28 28 28 28 28 28 28 28 28 28 28 28 28 28 28 28 28 28 28 28 28 28 28 28 28 28 28 28 28 28 28 28 28 28 28 28 28 28 28 28 35.3 na 35.59 na 35.88 na 36.18 na 36.47 na 36.76 na 37.68 na 37.71 na 37.81 na 37.99 na 38.22 na 38.55 na 38.94 na 39.38 na 39.8 na 40.29 na 40.8 na 41.32 na 41.79 na 42.31 na 42.84 na 43.36 na 43.83 na 44.35 na 44.85 na 45.35 na 45.76 na 46.19 na 46.57 na 46.89 na 47.11 na 47.28 na 47.34 na 47.39 na 9.5 na 34.52 .4000 86.30 7.000 9.78 na 35.03 .4000 86.30 7.000 10.81 na 36.83 .4000 86.30 7.000 13.08 na 40.51 .4000 86.30 7.000 20.74 na 20.89 na 21.43 na 22.59 na 32.58 na 34.09 na 35.32 na 36.35 na 37.13 na 37.89 na 38.56 na 39.18 na 39.7 na 40.25 na 40.79 na 41.32 na 41.79 na 42.31 na 42.84 na 43.36 na 43.83 na 44.36 na 44.9 na 45.46 na 45.98 na 46.61 na 47.29 na Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Henderson Engineeers Inc. Page 11 AREA 5 Date 072601 Node Elevation K-Fact Pt Pn Flow Density Area Press No. Actual Added Req. Req. 425 28 48.07 na 426 28 48.87 na 427 28 49.92 na 428 28 51.19 na 429 28 52.71 na 512 28 56.73 na 513 28 65.62 na BOR3 0 78.2 na 514 28 66.08 na 100 PMPO 0 78.73 na PMPI 0 4.49 na TEST 0 4.55 na 400 The maximum velocity is 22.04 and it occurs in the pipe between nodes 5V and 520 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Henderson Engineeers Inc. Page 12 AREA 5 Date 072601 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/UL Eqv. Ln. Total Pf Pn 5F 46.56 1.687 8.000 17.283 K Factor = 11.2 to 120 5E 46.56 0.0614 8.000 0.491 Vel = 6.683 5E 47.22 1.687 1T 10.044 3.160 17.774 K Factor = 11.2 to 120 10.044 517 93.78 0.2244 13.204 2.963 Vel = 13.461 93.78 20.737 K Factor = 20.59 5L 46.73 1.687 8.000 17.409 K Factor = 11.2 to 120 5K 46.73 0.0619 8.000 0.495 Vel = 6.707 5K 47.39 1.687 1T 10.044 3.160 17.904 K Factor =.11.2 to 120 10.044 518 94.12 0.2259 13.204 2.983 Vel = 13.510 94.12 20.887 K Factor = 20.59 5G 34.65 1.687 8.000 9.572 K Factor = 11.2 to 120 5H 34.65 0.0356 8.000 0.285 Vel = 4.974 5H 35.16 1.687 8.000 9.856 K Factor = 11.2 to 120 5I 69.81 0.1300 8.000 1.040 Vel = 10.020 5I 36.97 1.687 8.000 10.896 K Factor = 11.2 to 120 5J 106.78 0.2853 8.000 2.282 Vel = 15.327 51 40.66 1.687 1T 10.044 4.830 13.179 K Factor = 11.2 to 120 10.044 518 147.44 0.5182 14.874 7.708 Vel = 21.163 147.44 20.887 K Factor = 32.26 5R 47.34 1.687 8.000 17.868 K Factor = 11.2 to 120 5Q 47.34 0.0634 8.000 0.507 Vel = 6.795 SQ 48.01 1.687 1T 10.044 3.160 18.375 K Factor = 11.2 to 120 10.044 519 95.35 0.2314 13.204 3.055 Vel = 13.686 95.35 21.430 K Factor = 20.60 5M 35.12 1.687 8.000 9.832 K Factor = 11.2 to 120 5N 35.12 '0.0365 8.000 0.292 Vel = 5.041 5N 35.64 1.687 8.000 10.124 K Factor = 11.2 to 120 50 70.'76 0.1333 8.000 1.066 Vel = 10.157 50 37.46 1.687 8.000 11.190 K Factor = 11.2 to 120 5P 108.22 0.2925 8.000 2.340 Vel = 15.533 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Henderson Engineeers Inc. Page 13 AREA 5 Date 072601 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/UL Eqv. Ln. Total Pf Pn 52 41.20 1.687 1T 10.044 4.830 13.530 K Factor = 11.2 to 120 10.044 519 149.42 0.5312 14.874 7.901 Vel = 21.447 149.42 21.431 K Factor = 32.28 5X 48.63 1.687 8.000 18.849 K Factor = 11.2 to 120 5W 48.63 0.0666 8.000 0.533 Vel '= 6.980 5W 49.30 1.687 1T 10.044 3.160 19.382 K Factor = 11.2 to 120 10.044 520 97.93 0.2431 13.204 3.210 Vet = 14.056 97.93 22.592 K Factor = 20.60 5S 36.10 1.687 8.000 10.390 K Factor = 11.2 to 120 5T 36.10 0.0384 8.000 0.307 Vel = 5.182 5T 36.63 1.687 8.000 10.697 K Factor = 11.2 to 120 5U 72.73 0.1403 8.000 1.122 Vel = 10.439 5U 38.51 1.687 8.000 11.819 K Factor = 11.2 to 120 5V 111.24 0.3078 8.000 2.462 Vel = 15.967 5V 42.32 1.687 1T 10.044 4.830 14.281 K Factor = 11.2 to 120 10.044 520 153.56 0.5588 14.874 8.311 Vel = 22.041 153.56 22.592 K Factor = 32.31 457 -89.95 2.635 1T 16.474 17.700 37.711 to 120 16.474 4G -89.95 -0.0237 34.174 -0.809 Vel = -5.292 4G 2.635 8.330 36.902 to 120 4H -89.95 -0.0236 8.330 -0.197 Vel = -5.292 4H 2.635 8.330 36.705 to 120 4I -89.95 -0.0236 8.330 -0.197 Vel = -5.292 4I 2.635 8.330 36.507 to 120 4J -89.95 -0.0236 8.330 -0.197 Vel = -5.292 4J 2.635 8.330 36.310 to 120 4K -89.95 -0.0236 8.330 -0.197 Vel = -5.292 4K 2.635 8.330 36.113 to 120 41, -89.95 -0.0236 8.330 -0.197 Vel = -5.292 4L 2.635 1T 16.474 60.620 35.916 to 120 16.474 403 -89.95 -0.0237 77.094 -1.825 Vel = -5.292 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Henderson Engineeers Inc. Page 14 AREA 5 Date 072601 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/UL Eqv. Ln. Total Pf Pn -89.95 34.091 K Factor = -15.41 456 -73.47 2.635 1T 16.474 17.700 37.813 to 120 16.474 4M -73.47 -0.0163 34.174 -0.556 Vel = -4.323 4M 2.635 8.330 37.256 to 120 4N -73.47 -0.0163 8.330 -0.136 Vel = -4.323 4N 2.635 8.330 37.120 to 120 40 -73.47 -0.0163 8.330 -0.136 Vet = -4.323 40 2.635 8.330 36.985 to 120 4P -73.47 -0.0163 8.330 -0.136 Vel = -4.323 4P 2.635 8.330 36.849 to 120 4Q -73.47 -0.0163 8.330 -0.136 Vel = -4.323 4Q 2.635 8.330 36.714 to 120 4R -73.47 -0.0163 8.330 -0.136 Vel = -4.323 4R 2.635 1T 16.474 60.620 36.578 to 120 16.474 404 -73.47 -0.0163 77.094 -1.255 Vel = -4.323 -73.47 35.323 K Factor = -12.36 455 -58.71 2.635 1T 16.474 17.700 37.993 to 120 16.474 4S -58.71 -0.0108 34.174 -0.368 Vel = -3.454 4S 2.635 8.330 37.625 to 120 4T -58.71 -0.0108 8.330 -0.090 Vel = -3.454 4T 2.635 8.330 37.536 to 120 4U -58.71 -0.0108 8.330 -0.090 Vel = -3.454 4U 2.635 8.330 37.446 to 120 4V -58.71 -0.0108 8.330 -0.090 Vel = -3.454 4V 2.635 8.330 37.356 to 120 4W -58.71 -0.0108 8.330 -0.090 Vel = -3.454 4W 2.635 8.330 37.267 to 120 4X -58.71 -0.0108 8.330 -0.090 Vel = -3.454 4X 2.635 1T 16.474 60.620 37.177 to 120 16.474 405 -58.71 -0.0108 77.094 -0.829 Vel = -3.454 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 030U Henderson Engineeers Inc. Page 15 AREA 5 Date 072601 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/UL Eqv. Ln. Total Pf Pn -58.71 36.348 K Factor = -9.74 454 -47.10 2.635 2T 16.474 120.000 38.224 to 120 32.948 406 -47.10 -0.0072 152.948 -1.094 Vel = -2.771 -47.10 37.130 K Factor = -7.73 453 -35.98 2.635 2T 16.474 120.000 38.553 to 120 32.948 407 -35.98 -0.0043 152.948 -0.665 Vel = -2.117 -35.98 37.888 K Factor =..-5.85 " 452 -26.51 2.635 2T 16.474 120.000 38.942 to 120 32.948 408 -26.51 -0.0025 152.948 -0.378 Vel = -1.560 -26.51 38.564 K Factor = -4.27 451 -18.56 2.635 2T 16.474 120.000 39.378 to 120 32.948 409 -18.56 -0.0013 152.948 -0.195 Vel = -1.092 -18.56 39.183 K Factor = -2.97. 450 -12.79 2.635 2T 16.474 120.000 39.799 to 120 32.948 410 -12.79 -0.0006 152.948 -0.098 Vel = -0.752 -12.79 39.701 K Factor = -2.03 449 -7.86 2.635 2T 16.474 120.000 40.294 to 120 32.948 411 -7.86 -0.0003 152.948 -0.040 Vel = -0.462 -7.86 40.254 K Factor = -1.24 448 -4.27 2.635 2T 16.474 120.000 40.805 to 120 32.948 412 -4.27 -0.0001 152.948 -0.013 Vel = -0.251 -4.27 40.792 K Factor = -0.67 447 -1.86 2.635 2T 16.474 120.000 41.323 to 120 32.948 413 -1.86 152.948 -0.003 Vel = -0.109 -1.86 41.320 K Factor = -0.29 446 -0.60 2.635 2T 16.474 120.000 41.791 to 120 32.948 414 -0.60 152.948 Vel = -0.035 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Henderson Engineeers Inc. Page 16 AREA 5 Date 072601 Hyd. Qa Dia. Fitting Pipe Pt Pt ' Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/UL Eqv. Ln. Total Pf Pn -0.60 41.791 K Factor = -0.09 445 -0.07 2.635 2T 16.474 120.000 42.314 to 120 32.948 415 -0.07 152.948 Vel =-0.004, -0.07 42.314 K Factor = =0.01 444 0.12 2.635 4E 8.237 128.000 42.838 to 120 2T 16.474 65.896 416 0.12 193.896 Vel = 0.007 0.12 42.838 K Factor = 0.02 443 0.75 2.635 2T 16.474 120.000 43.361 to 120 32.948 417 0.75 152.948 0.001 Vel = 0.044 0.75 43.362 K Factor = 0.11 442 2.16 2.635 2T 16.474 120.000 43.828 to 120 32.948 418 2.16 152.948 0.004 Vel = 0.127 2.16 43.832 K Factor = 0.33 441 4.75 2.635 2T 16.474 120.000 44.346 to 120 32.948 419 4.75 0.0001 152.948 0.016 Vel = 0.279 4.75 44.362 K Factor = 0.71 440 8.54 2.635 2T 16.474 120.000 44.854 to 120 32.948 420 8.54 0.0003 152.948 0.046 Vel = 0.502 8.54 44.900 K Factor = 1.27 439 13.68 2.635 2T 16.474 120.000 45.346 to 120 32.948 421 13.68 0.0007 152.948 0.111 Vel = 0.805 13.68 45.457 K Factor = 2.03 438 19.67 2.635 2T 16.474 120.000 45.763 to 120 32.948 422 19.67 0.0014 152.948 0.218 Vel = 1.157 19.67 45.981 K Factor = 2.90 437 27.86 2.635 2T 16.474 120.000 46.193 to 120 32.948 423 27.86 0.0027 152.948 0.414 Vel = 1.639 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087, Henderson Engineeers Inc. AREA 5 Page 17 Date 072601 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/UL Eqv. Ln. Total Pf Pn 27.86 46.607 K Factor = 4.08 436 37.60 2.635 2T 16.474 120.000 46.573 to 120 32.948 424 37.60 0.0047 152.948 0.721 Vel = 2.212 37.60 47.294 K Factor = 5.47 435 48.98 2.635 2T 16.474 120.000 46.892 to 120 32.948 425 48.98 0.0077 152.948 1.176 Vel = 2.882 48.98 48.068 K Factor = 7.06 434 60.84 2.635 2T 16.474 120.000 47.112 to 120 32.948 426 60.84 0.0115 152.948 1.757 Vel = 3.579 60.84 48.869 K Factor = 8.70 433 75.88 2.635 2T 16.474 120.000 47.280 to 120 32.948, 427 75.88 0.0173 152.948 2.644 Vel = 4.464 75.88 49.924 K Factor = 10.74 432 77.68 2.635 6E 8.237 131.000 47.343 to 120 2T 16.474 82.371 428 77.68 0.0181 213.371 3.852 Vel = 4.570 77.68 51.195 K Factor = 10.86 402 111.49 2.635 1T 16.474 60.620 32.581 to 120 16.474 4F 111.49 0.0352 77.094 2.716 Vel = 6.559 4F 2.635 8.330 35.296 to 120 4E 111.49 0.0352 8.330 0.293 Vel = 6.559 4E 2.635 8.330 35.590 to 120 4D 111.49 0.0352 8.330 0.293 Vel = 6.559 4D 2.635 8.330 35.883 to 120 4C 111.49 0.0352 8.330 0.293 Vel = 6.559 4C 2.635 8.330 36.177 to 120 4B 111.49 0.0352 8.330 0.293 Vel = 6.559 4B 2.635 8.330 36.470 to 120 4A 111.49 0.0352 8.330 0.293 Vel = 6.559 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Henderson Engineeers Inc. Page 18 AREA 5 Date 072601 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/UL Eqv. Ln. Total Pf Pn 4A 2.635 lE 8.237 17.700 36.764 to 120 8.237 401 111.49 0.0352 25.937 0.914 Vel = 6.559 401 4.260 10.000 37.677 to 120 457 111.49 0.0034 10.000 0.034 Vel = 2.510 457 89.95 4.260 10.000 37.711 to 120 456 201.44 0.0101 10.000 0.101 Vel = 4.534 456 73.47 4.260 10.000 37.813 to 120 455 274.91 0.0180 10.000 0.180 Vel = 6.188 455 58.71 4.260 8.950 37.993 to 120 454 333.62 0.0258 8.950 0.231 Vel = 7.510 454 47.11 4.260 10.000 38.224 to 120 453 380.73 0.0329 10.000 0.329 Vel = 8.570 453 35.98 4.260 10.000 38.553 to 120 452 416.71 0.0389 10.000 0.389 Vel = 9.380 452 26.50 4.260 10.000 38.942 to 120 451 443.21 0.0436 10.000 0.436 Vel = 9.977 451 18.57 4.260 8.950 39.378 to 120 450 461.78, 0.0470 8.950 0.421 Vel = 10.395 450 12.78 4.260 10.000 39.799 to 120 449 474.56 0.0495 10.000 0.495 Vel = 10.682 449 7.87 4.260 10.000 40.294 to 120 448 482.43 0.0510 10.000 0.510 Vel = 10.859 448 4.27 4.260 10.000 40.805 to 120 447 486.70 0.0519 10.000 0.519 Vel = 10.955 447 1.86 4.260 8.950 41.323 to 120 446 488.56 0.0522 8.950 0.467 Vel = 10.997 446 0.61 4.260 10.000 41.791 to 120 445 489.17 0.0524 10.000 0.524 Vel = 11.011 445 0.07 4.260 10.000 42.314 to 120 444 489.24 0.0524 10.000 0.524 Vel = 11.013 444 -0.12 4.260 10.000 42.838 to 120 443 489.12 0.0523 10.000 0.523 Vel = 11.010 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Henderson Engineeers Inc. AREA 5 Page 19 Date 072601 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/UL Eqv. Ln. Total Pf Pn 443 -0.75 4.260 8.950 43.361 to 120 442 488.37 0.0522 8.950 0.467 Vel = 10.993 442 -2.16 4.260 10.000 43.828 to 120 441 486.21 0.0518 10.000 0.518 Vel = 10.944 441 -4.74 4.260 10.000 44.346 to 120 440 481.47 0.0508 10.000 0.508 Vel = 10.838 440 -8.54 4.260 10.000 44.854 to 120 439 472.93 0.0492 10.000 0.492 Vel = 10.646 439 -13.69 4.260 8.950 45.346 to 120 438 459.24 0.0466 8.950 0.417 Vel = 10.337 438 -19.67 4.260 10.000 45.763 to 120 437 439.57 0.0430 10.000 0.430 Vel = 9.895 437 -27.86 4.260 10.000 46.193 to 120 436 411.71 0.0381 10.000 0.381 Vel = 9.267 436 -37.59 4.260 10.000 46.573 to 120 435 374.12 0.0319 10.000 0.319 Vel = 8.421 435 -48.99 4.260 8.950 46.892 to 120 434 325.13 0.0246 8.950 0.220 Vel = 7.319 434 -60.84 4.260 10.000 47.112 to 120 433 264.29 0.0168 10.000 0.168 Vel = 5.949 433 -75.87 4.260 7.000 47.280 to 120 432 188.42 0.0090 7.000 0.063 Vel = 4.241 432 -77.69 4.26.0 13.000 47.343 to 120 431 110.73 0.0034 13.000 0.044 Vel = 2.493 431 2.635 2T 16.474 120.000 47.386 to 120 32.948 429 110.73 0.0348 152.948 5.320 Vel = 6.515 110.73 52.706 K Factor = 15.25 5A 34.52 1.687 8.000 9.500 K Factor = 11.2 to 120 5B 34.52 0.0354 8.000 0.283 Vel = 4.955 5B 35.03 1.687 8.000 9.782 K Factor = 11.2 to 120 5C 69.55 0.1291 8.000 1.033 Vel = 9.983 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Henderson Engineeers Inc. Page 20 AREA 5 Date 072601 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/UL Eqv. Ln. Total Pf Pn 5C 36.83 1.687 8.000 10.815 K Factor = 11.2 to 120 5D 106.38 0.2834 8.000 2.267 Vel = 15.269 5D 40.51 1.687 1T 10.044 4.830 13.082 K Factor = 11.2 to 120 10.044 517 146.89 0.5147 14.874 7.655 Vel = 21.084 517 93.78 4.26 10.660 20.737 to 120 518 240.67 0.0141 10.660 0.150 Vel = 5.417 518 241.56 4.26 10.660 20.887 to 120 519 482.23 0.0510 10.660 0.544 Vel = 10.855 519 244.78 4.26 10.660 21.431 to 120 520 727.01 0.1090 10.660 1.162 Vel = 16.365 520 251.49 4.26 52.910 22.592 to 120 402 978.50 0.1888 52.910 9.989 Vel = 22.026 402 -111.49 4.26 10.000 32.581 to 120 403 867.01 0.1509 10.000 1.509 Vel = 19.516 403 -89.95 4.260 10.000 34.090 to 120 404 777.06 0.1232 10.000 1.232 Vel = 17.491 404 -73.47 4.260 10.000 35.323 to 120 405 703.59 0.1026 10.000 1.026 Vel = 15.838 405 -58.71 4.260 8.950 36.348 to 120 406 644.88 0.0873 8.950 0.781 Vel = 14.516 406 -47.10 4.260 10.000 37.129 to 120 407 597.78 0.0759 10.000 0.759 Vel = 13.456 407 -35.99 4.260 10.000 37.888 to 120 408 561.79 0.0676 10.000 0.676 Vel = 12.646 408 -26.50 4.260 10.000 38.564 to 120 409 535.29 0.0618 10.000 0.618 Vel = 12.049 409 -18.57 4.260 8.950 39.183 to 120 410 516.72 0.0580 8.950 0.519 Vel = 11.631 410 -12.78 4.260 10.000 39.701 to 120 411 503.94 0.0553 10.000 0.553 Vel = 11.344 411 -7.87 4.260 10.000 40.254 to 120 412 496.07 0.0537 10.000 0.537 Vel = 11.166 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Henderson Engineeers Inc. Page 21 AREA 5 Date 072601 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/UL Eqv. Ln. Total Pf Pn 412 -4.27 4.260 10.000 40.792 to 120 413 491.80 0.0529 10.000 0.529 Vel = 11.070 413 -1.86 4.260 8.950 41.320 to 120 414 489.94 0.0525 8.950 0.470 Vel = 11.028 414 -0.60 4.260 10.000 41.790 to 120 415 489.34 0.0524 10.000 0.524 Vel = 11.015 415 -0.08 4.260 10.000 42.314 to 120 416 489.26 0.0524 10.000 0.524 Vel = 11.013 416 0.12 4.260 10.000 42.838 to 120 417 489.38 0.0524 10.000 0.524 Vel = 11.016 417 0.75 4.260 8.950 43.362 to 120 418 490.13 0.0525 8.950 0.470 Vel = 11.033 418 2.16 4.260 10.000 43.832 to 120 419 492.29 0.0530 10.000 0.530 Vel = 11.081 419 4.74 4.260 10.000 44.362 to 120 420 497.03 0.0539 10.000 0.539 Vel = 11.188 420 8.55 4.260 10.000 44.901 to 120 421 505.58 0.0556 10.000 0.556 Vel = 11.380 421 13.68 4.260 8.950 45.457 to 120 422 519.26 0.0584 8.950 0.523 Vel = 11.688 422 19.67 4.260 10.000 45.981 to 120 423 538.93 0.0626 10.000 0.626 Vel = 12.131 423 27.86 4.260 10.000 46.607 to 120 - 424 566.79 0.0687 10.000 0.687 Vel = 12.758 424 37.60 4.260 10.000 47.294 to 120 425 604.39 0.0774 10.000 0.774 Vel = 13.605 425 48.98 4.260 8.950 48.069 to 120 426 653.37 0.0894 8.950 0.800 Vel = 14.70.7 426 60.84 4.260 10.000 48.869 to 120 427 714.21 0.1054 10.000 1.054 Vel = 16.077 427 75.88 4.260 10.000 49.923 to 120 428 790.09 0.1271 10.000 1.271 Vel = 17.785 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 r Henderson Engineeers Inc. Page 22 Y AREA 5 A Date 072601 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/UL Eqv. Ln. Total Pf Pn 428 77.68 4.260 10.000 51.194 to 120 429 867.77 0.1512 10.000 1.512 Vel = 19.533 429 110.73 4.260 21.330 52.706 to 120 512 978.50 0.1888 21.330 4.027 Vel = 22.026 512 6.357 5E 17.603 242.660 56.733 to 120 88.014 513 978.50 0.0269 330.674 8.887 Vel = 9.891 513 to BOR3 978.50 8.249 120 0.0076 1T 38.923 21.000 38.923 59.923 65.620 12.127 0.453 Vel = 5.874 BOR3 8.249 1.410 78.200 to 120 -12.127 514 978.50 0.0078 1.410 0.011 Vel = 5.874 514 100.00 8.249 2E 20.018 17.410 66.083 Qa = 100.00 to 120 40.035 12.127 PMPO 1078.50 0.0091 57.445 0.520 Vel = 6.475 1078.50 78.730 K Factor = 121.55 Pressure @ Pump Outlet 78.730 Pressure From Pump Curve-74.243 Pressure @ Pump Inlet 4.487 PMPI 8.249 7.370 4.487 to 120 TEST 1078.50 0.0091 7.370 0.067 Vel = 6.475 400.00 Qa = 400.00 1478.50 4.554 K Factor = 692.83 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 HUNT & JOINER, I N C . CONS U LT ING E N G I WE E R S 1825 MARKET CENTER BOULEVARD ' SUITE 620 ' DALLAS, TEXAS 75207 go CITY OF SANFORD STRUCTURAL CALCULATIONS Sam's Club #4785 Sanford, FL H&J No. 01198 I tHjg I- N _., HUNT & JOINER, INC. CONSULTING ENGINEERS 1825 MARKET CENTER BOULEVARD ' SUITE 620 - DALLAS, TEXAS 75207 STRUCTURAL CALCULATIONS Sam's Club #4785 Sanford, FL H&J No. 01198 HUNT & JOINER, I N C . CONSULTING ENGINEERS 1825 MARKET CENTER BOULEVARD ' SUITE 620 ' DALLAS, TEXAS 75207 Table of Contents Mark Description G General W Wind Design R Roof Design C Column Design M Masonry Design MEZZ Mezzanine Design F Foundation Design C7 E i K. ELLISON SHEET NO. 1G SAM'S- SANFORD, FL PROJECT NO. 01198 HUNT & JOINER, I N C . CONS U LTI N G E N G I N E E R S 1825 MARKET CENTER BOULEVARD ' SUITE 620' DALLAS, TEXAS 75207 GENERAL INFORMATION • DESIGN CRITERIA 1. BUILDING CODE: 1997 SBC (1999 FLORIDA BUILDING CODE) 2. GRAVITY LOADS: A. DEAD LOADS 1) ROOF MAX MIN • ROOFING, INSULATION, & METAL DECK 3 PSF 3 PSF- • STEEL 3 PSF 2 PSF • MECH, ELEC, PLUMBING, & SPRINKLERS 6 PSF 1 PSF TOTAL 12 PSF 6 PSF 2) MEZZANINE • 3" CONCRETE & METAL DECK 35 PSF • STEEL 5PSF • MISC 10 PSF TOTAL 50 PSF B. LIVE LOADS 1) ROOF 2) STAIRWAYS 3) AUTOMOTIVE 4) MEZZANINE 3. LATERAL LOADS A. WIND LOADS 1) WIND SPEED (FASTEST MILE) 2) IMPORTANCE FACTOR, 1 3) EXPOSURE B. DESIGN WIND PRESSURE 1) WALLS 2) PARAPETS 3) ROOF UPLIFT (NET) • JOIST GIRDERS • JOISTS 20 PSF MIN 100 PSF 100 PSF OR 2000 LB CONC LOAD 70 PSF (FRONT), 125 PSF(RECEIVING) 100 MPH 1.15 «C" 41.7 PSF 41.7 PSF 30.7 PSF 45.2 PSF Z° ° III i■ I 0�1 �011 19�1� III �0�1 11 �oii Ili v ��oli I _ H U N T & J 0 I N E R I N C. tt 'D C O N S U L T I N G E N G I N E E R S SHEET NO..1 0..". OF ................. B`r'.......!....:.'...............DATE ......� ....... �I �CS CHKD. BY ................. DATE........................, 1825 MARKET CENTER BOULEVARD • SUITE 620 • DALLAS, TEXAS 75207 PROJECT NO. ............................I.... PROJECT ....... C'N.�.,.T�L................... ..................................................................................................................................................................... {�............. ...................... ..... ....... ....... .........-........... .... ..........-... .................... I ...... I...., ....... ,...... .... .....-..... ........ .... ........... ............. .......... ........ ...... ..... .......... I ... ....... !141- 6iiPe) t > SQL, 6XT) • + cst.11e'pllj6' Ao 44 Z (vv/<' ` S) ?0Nc' (T'A t,F) GDE�'{�C.1 �) Ge, Py;n� �PSFi ( - Z3.-7 >JT� '� c--\ 2�1,2 5 S (wlGC, tNT) ;'-�tjt cot, I-) Not 1 �' u t- .fX i.' [ �.� �:� , i.: L.'-t:f i- I + �i/'G::- .,.i j-1 .. �,' 9` :_'? F" }�7 t , d c f A !' t % IJ , I/' �, Y lv/�0 Op rlt rl/ "l G1E at? Dl2 NC UPLf FT �Or✓E {' (7i1��� t;�Ftt� cN� �� � Ce� �'.�;�- (_�S�) tA: r4-004 Z S 4 NOTE', PO4- DR/IFT 6t,,f ,�.4.�� .. ; SuVTP�FL7rr�C For & J 0 1 N E R I N C. SHEET NO. ...... OF ........ . ..... H U N T N G E N G I N E E R S C 0 N S U L T I BY .... .... DATE.Jh.fl-o ... 1 1825 MARKET CENTER BOULEVARD - SUITE 620 - DALLAS, TEXAS 75207 PROJECT NO. ................ CHKD. BY ............. DATE ......... .. ............ PROJECT-. - > ....... ........... ........... ................ ....... ......... ................... ............... .............. ............. — U, 1'� 1 (Ave') & i 0 1 N E R I N C. SHEET NO..�.�ll ...... OF ................. By. "'...-DATE C 0 N S U L T I N G E N G I N E E R S I CHKD. BY ................. DATE .................. 11 7L19, 11 1825 MARKET CENTER BOULEVARD -SUITE 620 - DALLAS, TEXAS 75207 PROJECT No .............. PROJECT....... I ........ ............ 11 ........... ........... ................ ........ I ........ I ...... ........... ....................... ft........................ ................................................................................... ...................................... ....................................... .................... ...... ............. ..... WN lPlEY1'tjl -:-- -7�3 Fl—F l r�gel H U N T & J O I N E R t N C. ��t1SUr� DATE ...�..� 1.. .�..... CONSULTING ENGINEERS SHEET NO. �.......... OF - ............... CHKD. BY ................ DATE......................... 1825 MARKET CENTER BOULEVARD • SUITE 620 • DALLAS, TEXAS 75207 PROJECT NO....,............................. PROJECT.......�. �.:�.� .42.�%,...................................................................................................................................................................................... .................................................................................................................................................................................... WIND (qZq,�-, %'L - f�22vc� _Z Z F - IDS (�Iol'la 7 7 zc +., FUo\' (0`� 0 Ug V, F - - bb 1 ✓E Io°oI5c? Lg _ 2�? PLF. vr' 5I °UI H U N T & J 0 1 N E R I N C. C O N S U L T I N G E N G I N E E R S SHEET N0.5..Y4.... OF ................. Blr..l...:.... ` ................DATE . 1.. -Z t CHKD. BY ................ DATE......................... 1825 MARKET CENTER BOULEVARD • SUITE 620 • DALLAS, TEXAS 75207 PROJECT NO. U.I. �. ��. ................. PROJECT......... t`.. ....... ..F. ? G. ....'t. r.............................................................................................................................................................................. ........................................................................................................................................................................................:............................................................ . W! N0 pGS1G d; ('t't"I • D)A�'N�1'� r� 5���� I?a�=i--I�,�"� e � Alc -ruccc NA/r1 guP(,, a G U 41 RA l tpz-tee f7— KP 1,I)tc4t t,.;� �vNE Z I S Dtpi t/t-o SN�u ..� geu ! lrrl! �%� � OF tws 42 n„1 L j?&AL 1A,10;>; f�tAUiZR�'1 H U N T & J 0 1 N E R, I N C. C O N S U L T I N G E N G I N E E R S SHEET NO-4—Vj.... OF ................. CHKD. BY ............... DATE.........................Elg�l 1825 MARKET CENTER BOULEVARD • SUITE 620 • DALLAS, TEXAS 75207 PROJECT NO... �..I. �...(. ................ PROJECT..... `-:A!' .......................... ................... .................. .............. ............ ....... .................... ............. ...................... .................................. ...................................................................................................................................................................................................................................................... . o vJ!Nb GI(?T I�t.C���1 J 2i ; dot ?"'� �r' ✓,i, � ri r t:; r � ct ? D SV(' P o2T r}tE r7 itSuN2'y Wfi 1 f ro r t✓h�: S cE F'a ol� 0 s rtT E�r't i U�IfJ1tE-0 TV �i ��L' (f sJ 1!i i^ /)( 4/I?--I >%da Ff, ? 1 ri�ICjrj — S1N�(•E C,trT , V 1 pTep—j �1 jz I &,' i %S r / ,.5 E p-1 1 i o Ir P, ! M� �12T �EUf^ toNc. t1p WINO NEC P. UC0�� 10 PSG , 14,W? GOR Ot r 1 / �r`rf 1D/-/?,S�t1 All V�7'. -1 1A,2-1 I K. ELLISON SAM'S - SANFORD, FL Sam's Wind Girt Analysis 1_ Girt Check (no springs assumed) Max. Moment (k-ft) = 35.19 Column Reaction (k) = 5.95 Max. Deflection (in) = 0.99 .::::::::.::::::::::::::.:::::::::............................................................................. fb (ksi) = 20.40 Fb (ksi) = 36.71 OK L/240 (in) = 1.18 OK SHEET NO. 7W PROJECT NO. 01198 .......................................... <<<>> 1 TS 8x4x1/4 2 TS 8x4x5/16 3 TS 8x4x3/8 4 TS 8x4x1 /2 5 TS 12x6x3/16 6 TS 12x6x1/4 7 TS 12x6x5/16 8 ITS 12x6x3/8 9 ITS 12x6x1/2 � K. ELL|SON SHEET NO. 8VV PROJECT NO. 01198 Sanfs Wind Girt Design Girt Selection & Column Reactions &B�-1 to8-1) (&G-1Oto G-3) K. ELLISON SAM'S - SANFORD, FL SHEET NO. 9W PROJECT NO. 01198 E; F-2 to E.5-2 (upper) 5 28'-0" 3.18 F-2 to E.5-2 lower 8 19'-4" 7.66 E.5-2 to E-2 (upper) 5 28'-0" 3.83 E.5-2 to E-2 lower 8 19'-4" 7.85 E-2 to D.8-2 (upper) 1 28'-0" 2.76 E-2 to D.8-2 lower 5 14'-8" 6.06 D.8-2 to D.8-1.5 (upper) 1 28'-0" 2.92 D.8-2 to D.8-1.5 lower 4 14'-8" 5.35 D.8-1.5 to D.8-0.6 (upper) 3 28'-0" 3.51 D.8-1.5 to D.8-0.6 lower 5 14'-8" 6.43 D.8-0.6 to D.2-0.6 (upper) 2 28'-0" 3.14 D.8-0.6 to D.2-0.6 lower 5 14'-8" 5.90 D.2-0.6 to D.2-1 (upper) 1 28'-0" 0.57 D.2-0.6 to D.2-1 lower 1 14'-8" 1.10 D.2-1 to D-1 (upper) 1 30'-0" 1.88 D.2-1 to D-1 lower 1 14'-8" 4.33 D-1 to C.6-1 (upper) 1 30'-0" 1.96 D-1 to C.6-1 lower 1 14'-8" 4.71 C.6-1 to C.4-1 (upper) 1 30'-0" 1.80 C.6-1 to C.4-1 lower 1 14'-8" 4.53 C.4-1 to C-1 (upper) 5 30'-0" 3.69 C.4-1 to C-1 lower 7 14'-8" 7.83 C-1 to B.5-1 (upper) 5 30'-0" 3.89 C-1 to B.5-1 lower 9 14'-8" 8.83 A.9-1 to A.2-1 5 14'-8" 6.58 A.2-1 to A.2-1.5 4 14'-8" 5.52 A.2-1.5 to A.2-1.9 1 14'-8" 4.40 A.2-1.9 to A.2-2.5 5 14'-8" 5.67 A:2-2.5 to A-2.5 1 14'-8" 1.34 A.2-4 to A.2-4.4 3 14'-8" 5.57 A.9-4.4 to A.2-4.4 5 14'-8" 5.95 (& A.2-4 to A-4) H U N T & J 0 1 N E R I N C. �Lv�! Sorl j OI C O N S U L T I N G E N G I N E E R S SHEET NO. !.... OF ................. BY.............................DATE . � ..J.�L...:... � .. CHKD. BY .............,.. DATE......................... _ 1825 MARKET CENTER BOULEVARD • SUITE 620 • DALLAS, TEXAS 75207 PROJECT NO...�.j................ PROJECT... .............................................................................................................................................................................................. WIN66tiT WI�jo wpp on PAp-AP�(S 1,-1 rsF- 41,E LP OF P-AFC'i L. t ri S ✓:. f`v2 C1_ 6,01?SE I r ._ d2 G C,x�, �? 45'0C Est-41,QY/) Vob !7 CE-I-- GRut NCrA S 1--4 (c4,x - La 4� +0,) 17 0� K ��4 4 1 , I 1�, I Ij v ZJtblv 1 *Scr- Cr)0PuTe(2. OUTPUT For?- V-C> or`i c o 1L ,t L to x v. Z ✓' (7 L Olt FC)12- (1VALA , �° 1 f" ? � c 1 } H U N T & J O 1 N E R I N C. ! ,f C O N S U L T I N G E N G I N E E R S SHEET NO..I.l'.. W.. OF ................. DATE ........ CHKD. BY ................ DATE.....,..................... 1825 MARKET CENTER BOULEVARD •SUITE 620 • DALLAS, TEXAS 75207 PROJECT NO....�d.I. �................ PROJECT,... '.! '.... 7 .;........... :.......................................................................................:. .......................................................................................:.. Wj Nib � I G=f�r <�fu�i R L - i 2' ✓ }, 2S HUI C�ciZG USE t, qx 4f ,v �/ 6, Jc Fb(2 VLSI I P,vI-c- 9 C—A6 s IG � PROGRAM General Frame Aialysis v2.05 PAGE NO, 1 Hunt Joiner, Inc. TIME Fri Jul 13 16:47:24 2001 Vestibule Wall JOB NO. : 2 CT Frame (cant) N 0 D A L I N F O R M A T I O N NODE NODAL COORDINATES SUPPORT CONDITIONS NO X Y CODE PX STIFF PY STIFF M STIFF ------Units Ft---------Ft----------------K /In K /In K -In /Deg 1 0.000 0.000 H 2 0.UV0 14.000 3 0.000 18.800 H 4 0.000 24.000 5 0.000 31.000 6 5.000 18.800 H E L E M E N T I N F O R M A T I O N ELEM NE PE ELEM BETA PROP ELEM NE PE NO NODE NODE LENGTH ANGLE TYPE TYPE HINGE HINGE Units : Ft Deg 1 1 2 14.000 90.00 1 BEAM 2 2 3 4.800 90.00 1 BEAM 3 3 4 5.200 90.00 1 BEAM 4 4 5 7.000 90.00 1 BEAM 5 2 6 6.931 43.83 2 BEAM 6 4 6 7.214 -46.12 2 BEAM P R O P E R T Y I N F O R M A T I O N PROP SECTION NO NAME MODULUS AREA I DIST Units K /In'2 In2 In4 Ft 1 C 6x8.2 2.9e+004 2.4 13.1 2 L 4x4x0.25 2.9e+004 1.94 3.04 E L E M E N T L O A D I N F O R M P_ T I 0 N REC LOAD LOAD LOAD DIST NO CASE TYPE SYS SPEC DIST PX PY M -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Units : Ft K /Ft K /Ft Ft-K /Ft Description : wl Element List : 1-4 1 UNIF GLO FRAC B 0.00 0.17 0.00 0.00 E 1.00 0.17 0.00 0.00 -------------- PROGRAM General Frame Analysis v2.05 PAGE NO. 2 Hunt & Joiner, Inc. TIME Fri Jul 13 16:47:25 2001 %-- Vestibule Wall JOB NO. : 2- Frame (cant) E _ L O A D L E .. E N REC LOAD LOAD LOAD DIST NO CASE TYPE SYS SPEC DIST PX PY M Description : wl,l Element List : 4,6 2 2 UNIF GLO FRAC B 0.00 -0.17 0.00 E 1.00 -0.17 0.00 0.00 0.00 PROGRAM General Fram-te Analy 4C2 v2.05 PAGE NO. 3 Hunt & Joiner, Inc. TIME Fri Jui 13 16 : 47 : 25 2001 Vestibule Wall JOB NO. 2 Frame (cant) N O D A L D I S D T. A C E M E N T S NODE LOAD NO COMB DX Ds ROTATION Units In In Deg LOAD COMBINATIONS: COMB 1 . 1.00 X CASE 1 COMB 2 : 1.00 X CASE 2 1 1 0.0000 0.0000 -0.2505 2 0.0000 0.0000 -0.0026 2 i 0.0090 -0.0016 0.0772 2 -0.0005 0.0001 0.0056 3 1 0.0000 0.0000 0.0047 2 0.0000 0.0000 -0.0206 4 1 0.0106 0.0024 -0.1061 2 -0.0108 -0.0025 0.1078 5 1 0.3941 0.0024 -0.3134 2 -0.3968 -0.0025 0.3151 6 1 0.0000 0.0000 O.G•v"57 2 0.0000 0.0000 0.0197 E L E M E N T R E P O R T S ELEM LOAD NODE SIGN COLrVENTION : BEAM DESIGNERS NO COMB NO AXIAL SHEAR MOMENT MAX MOM/ DEFL DIST Units K K K -Ft K -Ft /In Ft LOAD COMBINATIONS: COMB 1 : 1.00 X CASE 1 COMB 2 : 1.00 X CASE 2 1 1 1 -0.6645 0.9333 0.0000 2.6080 5.59 2 -0.6645 -1.4047 -3.2997 -0.1995 6.23 n____________________________________________________________________________ PROGTRA"•".• `.reneral Frame Ana' y 5-L 4 2 . V 5 PAGE iVO 4 Hunt & Joiner, Inc. TIME : Fri Jul 13 16:47:25 2001 Vestibule Wall JOB NO. . 2 F- ame (cant) -------------------- E L F M u �, N m R R E P O W R T S ELEM LOAD NODE SIGN CONVENTION : BEAM DESIGNERS NO CO11v1B NO AXIAL SHEAR MOMEiv'T MAX MOP i f vEF L DI ST 2 1 0.0299 0.0038 0.0000 2 0.0299 0.0038 0.0537 -0.0031 8.08 2 1 2 1.9381 1.i664 -2.8536 3 1.9381 0.3648 0.8211 0.0097 1.56 2 2 -0.0871 -0.1.679 0.1517 3 -0.0871 -0.1679 -0.6542 0.0035 2.94 3 1 3 2.6950 -0.4034 0.8211 4 2.6950 -1.2718 -3.5346 0.0156 .3.42 2 3 -2.7630 0.6889 -0.6542 4 -2.7630 0.6880, 2.9280 -0.0186 3.18 1 4 0.0000 1.1690 -4.0915 5 0.0000 0.0000 0.0000 -0.2280 7.00 2 4 0.0000 -1.1690 4.0915 5 0.0000 0.0000 0.0400 0.2280 7.00 5 1 .2 -3.6571 0.0969 -0.4462 6 -3.6571 0.0969 0.2258 0.0154 2.30 2 2 0.2049 0.0346 -0.0980 6 0.2049 0.0346 0.1415 -0.0037 4.93 6 1 4 -3.6344 -0.1085 0.5569 6 -3.6344 -0.1085 -0.2258 -0.0237 2.55 2 4 3.2794 0.5759 -1.1635 0.2139 4.78 6 4.1144 -0.2925 -0.1415 0.0122 1.33 ----- R E A C T I O N S NODE LOAD NO COMB FX PY MOMENT Units K K K -Ft LOAD COMBINATIONS: COMB 1 . 1.00 X CASE 1 PROGRAM General Frame Analysis v2.05 PAGE N0. 5 Hunt & Joiner, Inc. TIME Fri Jul 13 16:47:25 2001 Vestibule Wall JOB NO. 2 Frame (cant) R E A C T I O N S ------------ NODE LOAD NO COMB PX PY MOMENT COMB 2 1.00 X CASE 2 ------------------- 1 1 -0.9333 0.6645 0.0000 2 -0.0038 -0.0299 0.0000 3 1 0.7682 -0.7569 0.0000 2 -0.8568 2.6760 0.0000 6 1 -5.0119 0.0924 0.0000 2 3.2343 -2.6461 0.0000 H U N T & 1 0 1 N E R I N C. E N G I N E E R S SHEET NO.)�Jj.... OF ................. tw.C�'.rj ....... DATEA.i,bl o I ..... . C 0 N S U L T I N G .." ... 1911,11, CHKD. BY .......... 1825 MARKET CENTER BOULEVARD • SUITE 620 - DALLAS, TEXAS 75207 PROJECT NO. ................... DATE......................... ...... ........... ........................ ...... . ... . ..... ........ . . . .... .... ... ..... .... ............. ........... PROJECT90:-( " ... 4. F� AdW- .. .. . ... ....... .... .. . .... .... ........ I. - I .. ...... - ..... . - - ... ... .. ..... ....... ... ... ... ... .. .. ... ... ....... .............. CAc Z- MAX, f�Tz.-AMT }IT A 11 I'd 10 00 (j lk Gl) C, it, V/ 0 tj S-109 )4A V-,Id 0 v- V/ o ic V/ A P OC �,j - , P; Fo R (,,A c,,c 2- I � I �, 4A , "T V�Tl STUD J clrVz4v P c!C A (Pko 0 F q-0 (Z- vj C4-Ad ti E U� 7; E `� �OnI 1 �i���� C O N S U L T I N G E N G I N E E R S SHEETNO.!'.�".....OF................. BY`.K..... �..............DATE ..................... CHKD. BY ................ DATE........................ 1825 MARKET CENTER BOULEVARD • SUITE 620 • DALLAS, TEXAS 75207 PROJECT NO...d..i. �. �.. rh................ PROJECT.. :5..-.A.!'/'r02.r..L L..................................................................................................................................................................................... ................— ..... ....-......... ............ ....... ..... ..... ....... ............ ........... .... ...... L�. J Wi N9 pt�t6�' (toal' - ra fbR W i t,(r (S �w GE 010 F(Zo ►�T i > [ C , �Y A (_,() Uhl �IiZT r?�i+o mrXi 1c SHOWN Fcvn vloKj- K. ULTc t�"J P. to W) SPFlrJ •, ZS %� �A W`' I LdI , tio, (a� MOP PSIF ( �iY =-41, VJC A 1% i7 x16x �C sx - S,I : A ���► ; � SQ `�1 n S W 'I SW 14 G (LAV ►"t (kA Q r� �I FS'S*v o+_F(7.. = 10 PS PG,F Et1r i S .V% 1J C-�"( C, tI T 61 , c, PL-Ir TL I4-L S P Awu,S f S) q , I 1144 K44 �� � G,� (��' - Z'►,� �s; ors 21woP (� OS = L qy o Ott ✓ SUPPo PtAtl— Si L�tV n(L� /( '. USG TS IZx�x% UCTIc� l,oL�x R G, r g—T TE.,7,1�..`�t.......�..... I� H U N T & J O I N E R I N C. • ! C O N S U L T I N G E N G I N E E R S SHEET NO.. �.� ....... OF ....:............ CHKD. BY ............. DATE........ ' 1825 MARKET CENTER BOULEVARD • SUITE 620 • DALLAS, TEXAS 75207 PROJECT NO. .00..,c 0........... .... .. ......... `--� PROJECT.... ��....:.>-.......�..... �....t...........�.......................................................................................................................................................................................... Allft ....... ................ ................ ........ ............ ......... ..... ............. .......... ..... .............. ...... ...... ..................... ...... ....... ..... ........................ ........ ....... .............. ............. I ........... .. WI ►1' D D�51- it 1 0) N'-; —nINJ4Jd 0Ftr2.� 0 TS rill 6 (Su 4. tl • Gt�1�i-SL AXt /�L �[JU�: 'i� "t.�'C�::fZ��'I- � r�� PL-4,19' IL : Z . 0 ILL �I Fa 7LI CUVilNIt'j (#UW Co v' r1C� U SE T� ox � A y4 Fra�CT- �- K. ELLISON SHEET NO. 1R SAM'S — SANFORD, FL PROJECT NO. 01198 H U N T & J O I N E R I N C. CONS LI LTI N G EN G I N E E R S 1825 MARKET CENTER BOULEVARD' SUITE 620' DALLAS, TEXAS 75207 ROOF DESIGN • ROOF DECK DESIGN: • MAXIMUM DIAPHHAGM SHEAR = 541 PLF IN MAIN BLDG. (SEE P 4W) • MAXIMUM DIAPHRAGM SHEAR = 698 PLF IN LOADING DOCK (SEE P 4W) • MAXIMUM UNIFORM LOAD = 16 PSF DL + 20 PSF LL = 36 PSF TL USE 1 1/2" —18 GA TYPE "B" DECK CONNECTED IN A 36/7 PATTERN AS FOLLOWS ZONE.1_ 1. HILTI X-EDNI 19 @ SUPPORTS 5 - #10 TEKS @ SIDELAPS 719 PLF 2. 5/8" PUDDLE WELDS @ SUPPORTS 6 - #10 TEKS @ SIDELAPS 722 PLF 3. #12 TEK SCREWS @ SUPPORTS 7 - #10 TEKS @ SIDELAPS 702 PLF 4. AIR PNEUTEK K-65045 OR SDK-63075 @ SUPPORTS 5 - #10 TEKS @ SIDELAPS va,, = 729 PLF .-..USE 1 '/2" — 22 GA TYPE "B" DECK CONNECTED IN A 36/7 PATTERN AS FOLLOWS ZONE 2): 1. HILTI X-EDNI 19 @ SUPPORTS 5 - #10 TEKS @ SIDELAPS 452 PLF 2. 5/8" PUDDLE WELDS @ SUPPORTS 6 - #10 TEKS @ SIDELAPS va„ = 457 PLF 3. #12 TEK SCREWS @ SUPPORTS 7 - #10 TEKS @ SIDELAPS va,, = 437 PLF 4. AIR PNEUTEK K-65045 OR SDK-63075 @ SUPPORTS 5 - #10 TEKS @ SIDELAPS va,, = 455 PLF • TIRE AND BATTERY STORAGE CANOPY: • SINGLE SPAN = 15-0" • LOADING = 12 PSF DL + 20 PSF LL = 32 PSF TL .-..USE 4 1/2" — 20 GA ROOF DECK (ALL UNIF LOAD = 47 PSF) • FRONT CANOPY ROOF DECK: • JOISTS ARE SPACED AT 5.5' OC • UPLIFT = 45.2 PSF • TOTAL CANOPY LOADING = 12 PSF DL + 20 PSF LL = 32 PSF TL .-..USE 1 1/2" — 22 GA TYPE "B" ROOF DECK _.. • K. ELLISON SHEET NO. 2R SAM'S — SANFORD, FL PROJECT NO. 01198 • DRAG STRUT DESIGN: . AT LOADING DOCK: c54,1 C (Al, 61 -) '��Z� � = Cj° 01 �� R ---� USE -t • DESIGN OF EMBEDS FOR SHEAR DUE TO WIND: • CAPACITY OF (2) 1/2" DIA STUDS @ 48" OC = 784 PLF > MAX DIAPHRAGM SHEAR • CHECK AT DRAG STRUTS: • AT LOADING DOCK: 2 u,�g = -7S of pP-FlG S-1 f vT A P� .*.USE (2) 1/2" DIA STUDS AT 48" OC THROUGHOUT BUILDING H U N T & J O 1 N E R I N C. •� U�ts�}�I 7 C O N S U L T I N G E N G I N E E R S SHEET NO-.2... ....... OF ................. BY,....'.......................DATE ........:.'........... G 1 � {� CHKD. BY ...............: DATE ......... ......... ....... 1825 MARKET CENTER BOULEVARD • SUITE 620 • DALLAS, TEXAS 75207 PROJECT NO...........'......4.............. PROJECT ..... ca:"...:e!? sip - f— ........................................................................................................................................................................................................ ®.............................................................................................................................................................................................................................................. �vUF D�siU�l, ° DESI � IJ or 6'o r-p : — I N Tom,,;, o ►/ ; 1 -r 15 a ILL r M= 11 Q z3 164 L4 -FT 11473 P'r-7 h-7d - c� o{ S 0 b' I U S E L 5X 7 x 5/0 17 I U(, H 0 0-ti- {> J( (,, 1 ,04 = 2_ ,,40 f ti B DECK 1-112" high x 6" pitch x 36" wide SECTION PROPEKTIEs tV = ss KSf t Wd Ip In Sp Sn Rbe (Iblft) Rbi (Iblft) Vn (Iblft) GAGE in s inA4 (in in^3 in^3 LRFD ASD LRFD ASD LRFD ASD 22 0.0295 1.7 0.162 0.187 0.194 . 0.202 597 430 1404 1013 2587 1794 20 0.0358 2.0 0.209 0.227 0.240 0.250 828 597 2167 1563 3140 2177 18 0.0474 2.7 0.299 0.304 0.327 0.335 1344 969 3815 2751 4157 2882 16 0.0598 3.3 0.383 1 0.383 0.420 0.422 2028 1462 1 5919 4269 1 5245 3636 21/2ff 36" MAXIMUM ALLOWABLE UNIFORM TOTAL LOADS, (psf) ** TRIPI P RPAN SINGLE brAN ----- -- -- ---- GAGE 22 LRFD ASD 20 LRFD ASD 18 LRFD ASO 16 LRFD ASD 22 LRFD ASD 20 LRFD ASD 18 LRFD ASD 16 LRFD ASD 22 LRFD ASD LRFD 20 ASD 18 LRFD ASD 16 LRFD ASD S an T-0" 398 284 400 352 400 400 400 400 374 270 400 349 ,400 400 400 400 400 .307 .400 400 400 400 ,400 400 _ 3'-6" 257 209 330 259 400 352 400 400 321 211 400 260 .400 348 .400 400 365 259 400 319 400 400 400 400 4'-0" 176 160 224 ' 198 317 270 400 347 256 162 315 200 400 269 .400 339 315 200 388 247 400 331 400 400 4-6" 126 126 161 157 1 226 213 286 274 204 129 251 159 337 213 400 269 229 ,160 .294 197 400 264 400 333 510" 95 95 120 120 167 167 211 211 166 105 204 129 274 174 346 219 170 .130 ,217 160 306 215 .389 271 . 5'-6" 74 74 92 92 128 128 161 161 137 87 169 107 227 144 287 182 130 108 .165 133 232 179 .295 225_ 6'.0" 59 59 74 74 101 101 126 126- 116 73 143 90 191 121 242 .153 103 ..9.1 .130 112 181 151 229 190 6'-6" 60 60 82 82 102 102 99 63 122 77 164 103 206 .131 83 78 .104 96 145 129 :182 162 T-0" 50 50 67 67 83 83 84 54 105, 67 141 89 :.178 113 68 67 85 83 .118 111 148 140 -7'-6" 57 57 70 0 _- 88 58 122 78 153- . 98 _ 71 71_ __. 98 . _ 97 _ 122 122 g•-0" 48 48 , _ _ 59_. 59 _ _ 75 51 102. 69 128 -_ . 87 . _ - _ _ 60 60 82 82 103 .. 10.3 _ 8._6.. 51 51 ._ 87 61 109 77 _ ... 70 70 87 87 _ -. 9.-0.. 44 _ ...44 ..... 75. ...54.._ 93__...68 _ - - - - - 61 ....61.._ . 76...- 75- - ----- 65_ 49.- 81 61 -- 53 65. 66- g.-6" -- --- - -- --- -- -- - --._53 _ _ - .__ 71 56 57_ 70.-0.. ._ . _57 -- - - 62 50 10•-6.. 11'-0" MAXIMUM CONSTRUCTION SPANS center -to -center of su orts 6'-6" T-9„ 8'-10" 6'-9" T 8" 9'-2" _ 10' 5" . _ 6' 9„ T 8" 9 2" _ 10'-5" ��[]L - 2 -4„ - 2_8 - 3-��2 -O T-4" 2'-8" 3 -0" ,2�-�, 2 42 8"3.0" 6 -6" 7-5" 6'-0" 6'-6" 7'-5" 6'-0" 6'-6' T-5" LRFD AS. method 3%0" 1398 284f-maximum allowable uniform total (dead+live) load** span (center -to -center of supports) t Design thickness of deck span Maximum single or multiple span during construction Wd Weight of deck (uncoated) cantilever Maximum cantilever during construction As Average area of steel of deck per foot width FM Maximum allowable span per Factory Mutual Ip Moment of inertia of deck for positive bending fy 33 ksi (for determining maximum loads) In Moment of inertia of deck for negative bending f span 26 ksi (for determining maximum spans) sp Section modulus of deck for positive bending ** An assumed 10 psf dead load is added to deflection sn Section modulus of deck for negative bending Rbe Allowable exterior web crippling value per foot of deck (based on 2" of end bearing) Rbi Allowable interior web crippling value per foot of deck (based on 4" of interior bearing) Vn Allowable shear value per foot of deck The section property table is based on AISI's Cold Formed Steel Design Manual, 1996 Edition. The loads and maximum construction spans are based on the Design Manual for Composite Decks, Form Decks, Roof Decks and Cellular Deck Floor Systems with Electrical Distribution, Pub No. 29. Available as acoustical, see page 37 for additional information. 30 Powder Actuated Fastening SystemsUIMLW. Diaphragm Tables for Deck Fasteners 3.3.7 -.:3.7.3 DIAPHRAGM TABLES FOR STANDARD 1.5" DECK-HILTI ENP2K, X-EDNK22, X-EDN11c Frame Fastening: Hilti ENP2K, X-EDNK22, X-EDNI19 Pattern: 36/7 Stitch Fastening: #10 Drill Screws Safety Factor: 2.35 GAUGE: 22 t = design thickness = 0.0295" Stitch DESIGN SHEAR, plf Connectors Span, ft ers an 3.0 3.5 4.0 4.5 5.0 5.5 6.0 6.5 7.0 K1 0 414 360 313 277 247 224 204 187 172 0.529 1 487 426 378 337 301 273 249 228 211 0.403 2 555 489 435 392 355 322 294 270 249 0.325 3 618 547 490 442 403 369 338 311 288 0.273 4 675 602 541 490 448 411 380 353 326 0.235 5 727 652 589 536 491 452 419 390 364 0.206 6 774 699 634. 579 532 491 456 425 398 0.184 Dwr = 129 Dir = 226 Dnr = 356 K2 = 870 Substitute these values into the G' equation as appropriate. GAUGE: 20 t = design thickness = 0.0358" Stitch DESIGN SHEAR, plf Connectors Span, ft pers an 4.0 4.5 5.0 5.5 6.0 6.5 7.0 7.5 8.0 K1 0 379 335 300 271 247 227 210 194 181 0.581 1 456 408 365 331 302 277 256 238 222 0.443 2 525 473 430 390 356 328 303 282 263 0.358 3 591 534 486 446 411 378 350 325 304 0.300 4 654 592 54.1 497 460 427 396 369 345 0.258 5 712 648 593 547 506 471 440 412 386 0.227 6 767 700 643 594 551 514 481 452 426 0.202 7 818 750 691 640 595 555 520 489 462 0.182 Dwr = 97 Dir =169 Dnr = 266 K2 = 1056 Substitute these values into the G' equation as appropriate. GAUGE:18 t = design thickness = 0.0474" Stitch DESIGN SHEAR, pit Connectors Span, ft ers an 5.0 5.5 6.0 6.5 7.0 7.5 8.0 8.5 9.0 K1 0 395 358 326 300 277 257 240 225 211 0.664 1 482 436 398 366 339 315 294 276 259 0.507 2 564 515 471 433 401 373 348 327 307 0.410 3 639 586 541 500 463 430 402 378 355 0.344 4 711 654 604 562 524 488 456 428 404 0.296 5 780 719 666 620 579 544 511 479 452 0.260 6 846 782 725 676 633 595 560 530 500 0.232 7 909 842 783 731 685 644 608 575 546 0.209 8 969 899 838 784 735 693 654 619 588 0.191 Dwr = 63 Dir =111 Dnr =175 K2 = 1398 Substitute these values into the G' equation as appropriate. G' = K2 3.78 + 0.3 Dxx/span + 3 x K1 x span Notes: 1. Values shown for SDI areas. 2. For ICBO areas see ICBO Evaluation Report No. 4373 Dwr-For Wide Rib Deck Dir-For Intermediate Rib Deck Dnr-For Narrow Rib Deck K1-Fastener Flexibility'Factor K2-29500 t G'-Shear Modulus of Elasticity Dxx-Dwr, Dir, or Dnr (whichever is applicable) Additional Load Tables for other patterns and deck types available from Hilti's Technical Support Group-1-800-879-8000 mkmk 1.5 (B ,F, A) 18 ALLOWABLE DIAPHRAGM SHEAR STRENGTH (PLF) - SUPPORT FASTENERS: 5/8" puddle welds' - SIDELAP FASTENERS: #10 TEK screws Factor of safety= 2.75 SPAN (FT. -IN.) Fastener Layout 3'-0 3'-6 4'-0 4'-6 5'-0 5-6 6'-0 6'-6 7 -0 7 -6 8 0 8 6 9 0 10 0 K1 0 644 560 492 435 390 0.618 - 1 745 651 577 518 464 420 384 0.479 2 840 738 657 590 536 488 445 410 379 352 329 309 291 0.392 3 928 820 732 661 601 551 507 467 432 402 376 352 332 297 0.331 4 1009 897 805 728 664 610 563 523 485 451 422 1 396 373 334 0.287 36/7 5 1085 969 873 793 725 667 617 574 536 501 468 440 414 371 0.253 6 1153 1037 938 855 783 722 669 623 582 547 515 483 455 408 0.226 7 1216 1100 999 913 839 775 720 671 628 590 556 526 496 434 0.205 8 1274 1158 1057 969 893 827 769 718 673 632 597 565 536 434 0.187 9 1326 1212 1111 1022 944 876 816 763 716 674 636 600 536 434 0.172 10 1374 1262 1161 1072 993 923 862 807 758 714 675 600 536 434 0.159 - - 11 1417 1308 1209 1119 1040 969 906 850 799 754 678 600 536 434 0.148 DB = 63 DF = 111 DA = 175 K2 = 1398 2 0 570 501 446 402 361 0.741 1 655 581 521 471 429 394 359 0.551 2 731 654 590 536 490 451 417 387 358 333 311 292 274 0.438 3 797 719 653 596 547 505 469 437 409 382 357 335 316 282 0.364 4 855 778 . 711 652 601 557 518 484 453 426 402 379 357 319 0.311 36/5 5 906 830 763 704 651 605 564 528 496 467 442 418 397 356 0.272 6 950 877 811 751 698 651 609 571 537 507 480 455 432 393 0.241 7 988 918 854 795 742 694 650 612 577 545 516 490 467 425 0.217 8 1021 955 892 835 782 733 690 650 614 581 552 524 500 434 0.197 9 1049 987 927 871 819 771 727 686 650 616 586 557 532 434 0.180 10 1075 1016 958 904 853 805 761 721 684 649 618 589 536 434 0.166 11 1097 1041 986 934 884 837 794 753 716 681 649 600 536 434 0.154 DB = 372 DF = 435 DA = 478 K2 = 1398 0 436 384 342 306 273 0.926 1 519 462 415 376 343 314 286 0.647 2 589 530 480 438 402 371 344 320 296 275 256 240 226 0.497 3 647 589 538 494 456 422 393 367 344 324 303 284 267 238 0.403 4 695 640 589 545 505 470 439 411 387 364 345 327 308 275 0.340 36/4 5 735 683 634 590 550 514 482 453 427 403 382 362 345 312 0.293 6 769 719 673 630 590 554 521 491 464 440 417 397 378 345 0.258 7 796 751 707 665 626 590 557 527 499 474 451 429 410 375 0.230 8 819 777 736 696 658 623 590 560 532 506 482 460 440 404 0.208 9 839 800 761 723 687 653 621 591 562 536 512 490 469 431 0.189 10 855 820 783 748 713 680 648 619 591 565 540 517 496 434 0.174 11 869 836 803 769 736 704 674 644 617 591 566 543 522 434 0.161 DB = 526 DF = 597 DA = 630 K2 = 1398 0 364 326 294 267 244 1.235 1 427 388 355 325 300 278 258 0.784 2 474 438 405 375 348 325 304 285 268 253 238 223 209 0.574 3 510 477 446 417 390 366 344 324 306 290 275 262 249 224 0.453 4 537 507 479 451 426 402 380 360 341 324 309 294 281 257 0.374 36/3 5 558 532 506 480 456 433 411 391 373 355 339 324 310 285 0.318 6 574 551 527 504 481 460 439 419 401 383 367 352 337 311 0.277 7 587 566 545 524 503 482 463 444 425 408 392 377 362 336 0.245 8 597 579 560 541 521 502 483 465 447 431 415 400 385 359 0.220 n 9 605 589 572 554 537 519 501 484 467 451 435 420 406 379 0.200 e. 10 612 597 582 566 550 533 517 500 484 469 454 439 425 399 0.183 11 617 604 591 576 561 546 530 515 500 485 470 456 443 417 0.168 A DB = 1084 DF = 1192 DA = 1199 K2 = 1398 = number of sidelap fasteners per span 1 A 3/8" x 1 1/4"" arc seam weld shall be used with F deck or A deck G' _ K2 , Kips/inch 3.78 + 0.3'DX + 3'K1' SPAN SPAN SPAN is in feet Substitute DB, DF, or DA for DX 1.5 (B, F, A) 18 ALLOWABLE DIAPHRAGM SHEAR STRENGTH (PLF) SUPPORT FASTENERS: #12 TEK screws SIDELAP FASTENERS: #10 TEK screws Factor of safety =2.35 Fastener SPAN (FT. -IN.) Layout 3'-0 3'-6 4'-0 4'-6 5-0 5-6 6'-0 6'-6 T-0 7'-6 8'-0 8'-6 9'-0 10'-0 K1 0 454 395 347 307 275 0.699 1 570 500 444 399 362 328 299 0.527 2 673 596 533 481 438 402 371 342 316 295 275 258 243 0.423 3 764 682 615 558 510 469 434 404 377 352 329 309 291 261 0.353 4 842 760 689 629 578 533 495 461 431 405 382 360 340 304 0.303 36/7 5 910 828 757 695 641 593 552 516 483 455 429 406 385 348 0.266 6 967 888 817 755 699 650 606 568 533 503 475 450 427 388 0.236 7 1017 941 872 809 753 702 657 617 581 548 519 492 468 426 0.213 8 1059 987 920 858 802 751 705 664 626 592 561 533 508 434 0.194 9 1096 1028 963 903 847 796 750 708 669 634 602 573 536 434 0.178 10 1127 1063 1001 943 889 838 791 749 710 674 641 600 536 434 0.164 11 1154 1094 1036 979 926 876 830 787 748 711 678 600 536 434 0.152 DB = 63 DF = 111 DA = 175 K2 = 1398 0 402 353 315 283 254 u.=3 1 498 444 400 362 331 304 281 0.603 2 576 521 474 433 398 368 342 319 298 280 262 246 232 0.471 3 638 585 537 496 459 426 397 372 349 329 311 294 280 251 0.386 4 687 637 591 550 512 478 448 421 397 375 355 337 320 292 0.327 36/5 5 726 680 637 596 559 525 494 466 441 417 396 377 359 326 0.284 6 757 715 675 636 600 567 536 507 481 457 435 415 396 363 0.251 7 782 744 707 671 636 603 573 544 518 494 471 450 430 396 0.224 8 802 768 734 700 667 636 606 578 552 527 504 483 463 427 0.203 9 819 788 756 725 694 664 636 608 582 558 535 513 493 434 0.186 10 832 804 776 747 718 689 662 635 610 586 563 542 521 434 0.171 11 843 818 792 765 738 711 685 660 635 612 589 568 536 434 0.158 DB = 372 DF = 435 DA = 478 K2 = 1398 0 308 271 241 215 193 1.049 1 399 358 324 295 270 248 230 0.704 2 468 427 392 360 333 309 288 269 252 238 224 210 197 0.530 3 518 481 446 415 387 362 339 319 300 284 269 255 243 220 0.425 4 555 522 490 460 433 407 384 363 343 326 309 295 281 257 0.355 36/4 5 582 553 524 497 471 446 423 402 382 363 346 331 316 290 0.304 6 603 577 552 527 502 479 456 435 416 397 380 364 349 322 0.267 7 618 596 574 551 528 506 485 465 446 427 410 394 379 351 0.237 8 630 611 591 571 550 530 510 490 472 454 437 421 406 378 0.213 9 640 623 605 587 568 549 531 512 495 478 461 445 430 402 0.194 10 648 633 617 600 583 566 549 532 515 498 483 467 452 425 0.178 11 654 641 627 612 596 580 564 548 532 517 502 487 472 434 0.164 DB = 526 DF = 597 DA = 630 K2 = 1398 0 257 230 207 188 172 1.398 1 324 298 274 253 235 218 204 0.846 2 366 344 322 302 284 267 251 237 224 213 202 192 183 0.607 3 393 375 356 338 321 305 290 276 262 250 239 228 218 201 0.473 4 411 396 380 365 349 335 320 307 294 282 270 259 249 231 0.387 36/3 5 423 410 397 384 371 358 345 332 320 308 297 286 276 257 0.328 6 431 421 410 399 387 376 364 352 341 330 319 309 299 281 0.285 7 437 429 420 410 400 390 379 369 358 348 338 329 319 301 0.251 8 442 435 427 419 410 401 392 382 373 363 354 345 336 319 0.225 9 445 439 433 425 418 410 402 393 385 376 368 359 351 334 0.204 10 448 443 437 431 424 417 410 402 394 387 379 371 363 348 0.186 11 450 446 441 435 429 423 416 410 403 396 388 381 374 359 0.171 DB = 1084 DF = 1192 DA = 1199 K2 = 1398 = number of sidelap fasteners per span I K2. G' = Kips/inch 3.78 + 0.3'DX + 3'K1' SPAN c, SPAN SPAN is in feet Substitute DB, DF, or DA for DX r nR E E AIRISAFE® FASTENING SYSTEM DECK TYPE : B, F, A DECK GAGE: 18 (0.0474 in.) ,SUPPORT FASTENERS: K65-SERIES SIDELAP FASTENERS: #10 TEKS Screws DIAPHRAGM SHEAR STRENGTH (PLF) FASTENER K1 * SPAN LENGTH (FTAN.) LAYOUT 3-0 3-6 4-0 4b 5-0 5-6 6-0 6-6 7-0 7-6 8-0 8-6 9-0 10-0 11-0 12-0 1.070 0 1057 930 828 744 666 602 548 503 464 431 401 375 352 313 283 259 0.714 1 1159 1025 916 827 753 681 621 570 526 489 456 426 401 357 322 296 0.535 2 1253 1114 1000 905 826 759 693 637 588 546 510 477 449 400 362 332 0.428 3 1339 1198 1080 981 897 825 764 703 650 604 564 528 497 443 401 368 0.357 4 1419 1276 1155 1053 965 890 824 768 712 662 618 579 545 487 441 404 0.306 5 1493 1350 1227 1121 1030 952 884 824 771 720 672 630 593 530 480 -418 3619 0.268 6 1560 1418 1294 1187 1093 1012 941 878 823. . 774 727 682 641 573 -498 .418 0.238 7 1622 1481 1357 1249 1153 1070 996 932 874 823 777 733 690 -602 -498 -418 0.214 8 1678 1540 1417 1307 1211 1126 1050 983 924 870 822 779 738 -602 -498 -418 0.195 9 1729 1595 1473 1363 1266 1179 1102 1033 972 917 867 8Z2 -744 -602 -498 -418 0.178 10 1776 1845 1525 1416 1318 1230 1152 1082 1019 962 911 -834 -744 -602 -498 -418 0.165 11 1819 1692 1574 1466 1368 1280 1200 1129 1064 1006 -941 -834 -744 _ -602 -498 -418 DB=63 DF=111 DA=175 K2=1398 1.606 0 676 588 517 457 410 371 338 311 287 266 249 233 219 195 176 162 0.918 1 794 695 616 553 496 449 410 377 349 324 303 284 267 238 216 198 0.642 2 904 795 708 637 579 528 483 4" 411 382 357 335 315 282 255 234 0.494 3 1005 890 796 719 654 600 554 511 473 440 411 386 363 325 295 Z70 0.401 4 1097 978 879 796 727 668 618 574 535 498 465 437 412 368 334 306 0.338 5 1181 1059 957 870 797 734 679 632 591 554 520 4B8 460 412 374 342 36R 0.292 6 1258 1135 1030 940 863 797 739 689 645 606 571 539 508 455 413 379 0.257 7 1327 1204 1098 1007 927 858 797 744 697 656 618 585 555 498 452 415 0.229 8 1389 1268 1162 1069 987 916 853 797 748 704 665 629 598 542 492 .418 0.207 9 1445 1327 1221 1128 1045 971 907 B49 798 752 710 672 639 581 -498 .418 0.189 10 1495 1381 1276 1183 1099 1024 958 899 846 798 755 716 680 -602 .498 -418 0.174 11 1541 1430 1327 1234 1150 1075 1007 947 892 843 798 757 721 -602 -498 .418 DB=63 DF=111 DA=175 KZ=139tl 1.927 0 599 527 469 422 379 343 313 287 265 246 229 215 202 180 162 149 1.014 1 698 620 556 502 458 420 385 354 327 304 284 266 250 223 202 185 0.688 2 785 703 635 578 529 487 451 419 389 362 338 317 298 266 241 221 0.521 3 859 778 707 647 595 550 510 476 446 419 392 368 346 310 281 257 0.419 4 924 843 773 710 656 608 567 530 497 468 442 418 394 363 320 293 0.350 5 979 901 831 768 713 664 820 581 546 515 487 461 439 396 360 330 0.301 6 1025 951 883 821 755 715 670 629 593 560 530 503 479 436 399 366 3615 0.264 7 1066 995 930 869 813 762 716 675 637 603 572 544 518 473 434 401 0235 8 1100 1034 971 912 857 806 760 718 679 644 612 583 556 508 467 -418 0.212 9 1130 1068 1008 950 897 $47 801 758 719 683 650 620 592 542 -498 -418 0.193 10 1155 1097 1040 985 933 884 838 796 756 720 687 655 627 575 -398 -418 0.177 11 1177 1123 1069 1017 966 918 873 831 792 755 721 689 660 -602 -498 -418 DB=372 DF=435 DA=478 K2=1398 2408 0 458 404 360 321 287 259 236 216 199 185 172 161 151 134 121 111 1.133 1 554 494 444 403 368 338 308 283 261 243 226 212 199 177 160 147 0.741 2 633 572 519 474 436 402 373 348 323 300 280 263 247 220 199 183 0.551 3 698 638 585 538 497 461 430 402 377 355 335 314 295 264 239 219 0.438 4 750 693 641 595 553 515 482 452 426 402 380 360 343 307 278 255 0.364 5 793 740 690 644 602 564 530 499 471 446 422 401 382 349 318 291 3614 0.311 6 828 779 732 687 646 608 574 542 513 487 463 440 420 384 353 327 0.271 7 856 811 767 725 685 648 613 582 552 525 500 477 456 418 386 357 0241 8 880 838 798 758 719 683 649 618 588 561 535 512 490 450 416 387 0.216 9 899 861 824 786 750 715 682 651 621 594 568 544 522 481 446 415 0.197 10 915 881 846 811 777 743 711 681 652 624 599 575 552 511 474 -418 0.180 11 929 898 $65 833 800 768 737 708 679 653 627 603 580 538 -498 -418 DB=526 DF=597 DA=630 K2=1398 -Number of sidelap fasteners per span m K2 3.78+(0-3x D. i SPAN) +(3x KxSPAN) nR PNEUIEEC AiR/SAFE® FASTENING SYSTEM ��=CK TYPE : B, F, A DECK GAGE: 18 (0.0474 in.) %JPPORT FASTENERS: SDK63-SERIES SIDELAP FASTENERS: #10 TEKS Screws DIAPHRAGM SHEAR STRENGTH (PLF) SPAN LENGTH (FTAN.) FASTENER K1 * 3-0 3.6 4-0 4-6 5-0 5-6 6-0 6-6 7-0 7-0 84 8-6 9-0 10-0 11-0 12-0 LAYOUT 1045 919 819 736 658 595 542 497 459 426 397 371 348 310 280 256 1.070 0 1146 1014 907 819 745 674 614 564 521 484 451 422 396 353 319 293 0.714 1 2 1240 1103 991 897 818 751 687 631 583 541 505 473 445 396 359 329 0.535 3 1327 1187 1070 972 889 818 757 697 645 599 559 524 493 440 398 365 0.428 1407 1265 1145 1044 957 882 818 761 707 657 814 575 541 483 437 401 0.357 4 5 1480 1338 1217 1112 1022 944 877 817 765 715 668 626 589 526 477 -418 0.306 1547 1406 1284 1177 1085 1004 934 872 817 769 722 677 637 570 -498 -418 3619 0.268 6 1608 1469 1347 1239 1145 1062 989 925 868 817 772 728 686 -602 -498 -418 0.238 7 1664 1528 1406 1298 1202 1118 1043 977 917 865 817 774 734 -602 -498 -418 0.214 8 1715 1582 1461 1353 1257 1171 1095 1027 966 911 862 817 -744 -602 -498 -418 0.195 9 1761 1632 1513 1406 1309 1222 1144 1075 1012 956 905 -834 744 -602 -498 -418 0.178 10 1562 1455 1358 1271 1192 1122 1058 1000 -941 -834 -744 -602 -498 -418 0.165 11 1804 1678 DB=63 DF=111 DA=175 K2=1398 0 669 581 511 452 405 366 334 307 264 263 246 230 216 193 174 160 1.606 787 688 610 $47 492 445 406 374 346 321 300 281 264 Z36 214 196 0.918 1 896 788 702 632 574 524 479 440 408 379 354 332 313 279 253 232 0.642 2 997 883 790 713 649 596 550 507 469 437 408 383 361 323 293 268 0.494 3 1089 970 872 791 722 663 813 570 531 495 463 434 409 368 332 304 0.401 4 5 1172 1052 950 864 791 729 675 628 587 551 517 485 457 410 371 341 0.338 6 1248 1127 1023 934 958. 792 735 685 641 602 567 536 505 453 411 377 36/7 0.292 7 1317 1196 1091 1000 921 853 793 740 693 652 615 582 552 496 450 413 0.257 8 1378 1259 1154 1062 981 911 848 793 744 701 661 626 595 539 490 -418 1 0.=9 9 1434 1317 1213 1121 1038 966 902 844 793 748 707 670 636 578 -498 -418 0.207 1483 1371 1268 1175 1092 1019 953 894 841 794 751 712 677 -602 -498 -418 0.189 10 1318 1225 1143 1069 1002 942 887 838 794 754 717 -602 -498 -418 0.174 11 1528 1419 DB=63 DF=111 DA=175 K2=1398 592 521 463 417 375 339 309 284 262 243 227 212 199 178 161 147 1.927 0 691 614 550 498 454 416 381 350 324 301 281 263 248 221 200 183 1.014 1 777 697 830 573 524 483 447 416 386 359 335 314 296 284 239 219 0.688 2 771 702 642 590 545 506 472 442 416 389 365 3" 308 279 256 0.521 3 852 836 766 705 651 604 563 526 494 465 439 415 392 351 318 292 0.419 4 916 825 763 708 659 616 577 543 512 484 459 436 394 358 328 0.350 5 970 894 876 815 760 710 665 625 569 557 5Z7 500 476 434 397 364 36/5 0.301 6 1017 944 807 757 712 971 633 600 569 541 515 470 432 399 0,264 7 1056 987 922 862 851 801 755 713 675 640 609 579 553 505 465 -418 0.235 8 1090 1025 963 905 795 753 715 679 647 616 589 540 497 -418 0.212 9 1119 1059 1000 943 890 841 791 752 716 683 652 623 573 -498 -418 0.193 10 1145 1088 1032 978 926 978 833 787 751 717 686 657 -602 -498 -418 0.177 11 1166 1113 1060 1009 959 912 867 826 DB=372 DF=435 DA=478 K2=1398 453 399 355 317 284 256 233 214 197 183 170 159 149 132 119 109 Z408 0 549 489 440 399 364 335 305 280 259 240 224 210 197 175 159 145 1.133 1 628 567 515 470 432 399 370 345 321 298 278 261 245 219 198 182 0.741 2 692 633 580 534 494 458 427 399 375 353 333 312 293 262 237 218 0.551 3 7" 688 636 590 549 512 479 449 423 399 378 358 341 305 Z77 254 0.438 4 786 734 685 639 598 560 5Z7 496 468 443 420 399 380 347 316 290 0.364 5 an 772 726 682 642 604 $70 539 510 484 460 438 418 382 352 325 3614 0.311 6 761 719 680 644 609 578 549 522 497 474 .453 416 384 356 0.271 7 848 804 791 752 714 679 S45 614 585 557 532 509 487 448 414 385 0241 8 871 831 817 780 744 710 677 646 617 590 565 541 519 479 444 413 0216 9 890 854 839 $04 770 738 706 676 647 621 595 571 549 508 472 -418 0.197 10 906 873 794 762 732 703 675 648 623 599 577 536 -498 -418 0.180 11 920 889 858 826 OB=526 DF=597 DA=630 K2=1398 -Number of sidelap fasteners per span G'= K2 3.78+(03xD. / SPAN) +(3xKx SPAN) auC� LCRAF7 - 1.5 (B, F, A) 22 ALLOWABLE DIAPHRAGM SHEAR STRENGTH (PLF ) SUPPORT FASTENERS: 5/8" puddle welds' SIDELAP FASTENERS: #10 TEK screws Factor of safety =2.75 Fastener SPAN (FT. -IN.) Layout 3'-0 3'-6 4'-0 4'-6 5-0 5-6 - 6'-0 6'-6 7'-0 7 -6 8 -0 8'-6 9 -0 10 -0 K1 0 413 359 313 276 247 0.486 1 476 416 369 327 293 265 242 0.377 2 535 470 418 376 339 307 280 257 238 221 206 193 182 0.309 3 590 521 466 420 382 34t- 319 293 271 252 235 220 207 185 0.261 4 642 570 511 462 421 387 357 328 304 282 264 247 233 202 0.226 36/7 5 689 615 554 503 459 422 391 363 337 313 293 275 249 202 0.199 6 732 658 595 541 496 457 423 394 368 344 316 280 249 202 0.178 7 772 697 633 578 531 490 455 424 397 359 316 280 249 202 0.161 8 809 734 669 613 565 523 486 453 412 359 316 280 249 202 0.147 9 842 768 704 647 597 554 515 478 412 359 316 280 249 202 0.136 10 873 800 736 678 628 583 544 478 412 359 316 280 249 202 0.126 11 901 830 766 708 657 612 561 478 412 359 316 280 249 202 0.117 DB =129 DF = 226 DA =356 K2 = 870 0 366 322 286 255 228 0.583 1 419 371 333 301 274 248 226 0.434 2 466 417 376 341 312 287 264 248 225 209 195 182 171 0.345 3 508 458 415 379 348 321 298 277 257 239 223 209 197 176 0.287 4 545 495 452 414 382, 353 328 307 287 270 252 236 222 199 0.245 36/5 5 577 528 485 447 413 384 358 335 314 296 280 264 248 202 0.214 6 604 558 515 477 443 412 386 362 340 321 303 280 249 202 0.190 7 629 584 542 504 470 439 412 387 365 345 316 280 249 202 0.171 8 650 607 567 530 496 465 437 411 388 359 316 280 249 202 0.155 ` 9 669 628 589 553 519 488 460 434 411 359 316 280 249 202 0.142 10 685 646 609 574 541 510 482 456 412 359 316 280 249 202 0.131 - 11 699 663 627 593 561 530 502 476 412 359 316 280 249 202 0.122 DB = 758 DF = 886 DA = 974 K2 = 870 0 280 247 219 193 172 0.729 { 1 331 295 265 240 218 197 179 0.509 2 375 338 306 274 Z5� 236 218 200 184 171 159 149 140 0.392 3 412 375 342 314 290 268 249 233 217 202 188 176 166 148 0.318 4 443 407 375 346 321 298 278 261 245 231 217 203 191 171 0.268 36/4 5 468 434 403 374 349 326 305 287 270 255 241 229 217 194 0.231 I 6 490 458 427 400 374 351 330 311 294 278 264 251 239 202 0.203 i 7 507 478 449 422 397 374 353 333 316 300 285 271 249 202 0.182 8 9 522 535 495 510 468 484 442 460 418 436 395 414 374 393 354 374 336 356 320 339 305 316 280 280 249 249 202 202 0.164 0,149 10 546 522 499 475 453 431, 411 392 374 357 316 280 249 202 0.137 11 555 533 511 489 468 447 427 408 390 359 316 280 249 202 0.127 I DB = 1072 DF =1216 DA = 1282 K2 = 870 0 234 209 189 171 153 0.972 1 273 248 226 208 191 177 164 0.617 2 303 279 258 239 222 207 193 181 170 159 148 138 130 0.452 3 325 304 284 265 248 233 219 206 195 184 175 165 155 138 0.357 4 343 323 305 287 271 255 241 228 216 206 196 186 178 161 0.295 36/3 5 356 339 322 306 290 275 261 248 236 225 215 205 196 180 0.251 6 367 351 336 321 306 292 279 266 254 243 232 222 213 197 0.219 7 375 361 348 334 320 307 294 281 270 259 248 238 229 202 0.194 8 381 370 357 344 332 319 307 295 284 273 263 253 244 202 0.174 9 387 376 365 353 342 330 319 307 296 286 276 266 249 202 0.158 10 391 382 372 361 350 339 329 318 308 297 288 278 249 202 0.144 11 395 386 377 368 358 348 338 327 318 308 298 280 249 202 0.133 DB = 2209 DF = 2428 DA = 2442 K2 = 870 = number of sidelap fasteners per span 1 A 3/8" x 1 1 /4" arc seam weld shall be used with F deck or A deck K2 i G' = Kips/inch i \v' 3.78 + 0.3`1)X + 3`K1' SPAN SPAN SPAN is in feet Substitute DB, DF, or DA for'DX H VUA-LC 9AJ"S IB N . . F 22 ALLOWABLE DIAPHRAGM SHEAR STRENGTH (PLF) Cr 1.5 (B, A) SUPPORT FASTENERS: #12 TEK screws err_ SIDELAP FASTENERS: #10 TEK screws Factor of safety=2.35' SPAN FT. -IN. Fastener T-0 3'-6 4'-0 4'-6 5'-0 5'-6 6'-0 6'-6 7'-0 T-6 8'-0 8' 6 9' 0 10' 0 Kl Layout 0 283 246 214 189 169 0.551 0.416 1 355 311 276 248 223 202 250 184 229 210 195 181 169 158 149 0.334 2 419 371 332 299 273 292 270 251 233 217 203 190 179 160 0.279 3 475 425 383 347 317 332 308 287 268 252 236 222 209 187 0.239 4 524 473 429 392 359 399 369 343 321 301 283 267 1 253 239 202 0.210 36/7 5 566 515 471 432 435 404 377 353 332 313 296 280 249 202 0.187 6 602 553 586 509 542 469 503 468 437 409 384 361 341 316 280 249 202 0.168 7 633 659 614 572 534 499 467 439 413 - 390 359 316 280 249 202 0.153 8 9 682 639 599 562 527 495 467 440 412 359 316 280 249 202 0.140 10 701 661 623 587 553 521 492 466 412 359 316 280 249 202 0.129 11 718 681 644 609 576 545 517 478 412 359 316 280 249 202 0.120 DB =129 DF = 226 DA =356 K2 = 870 0.661 0 250 220 196 175 156 0.476 1 310 276 249 225 206 189 173 213 198 186 172 161 151 142 0.371 2 358 324 295 270 248 229 265 247 231 217 205 193 183 172 154 0.304 3 397 364 334 308 342 285 319 298 279 262 247 233 221 210 199 181 0.258 4 427 452 396 423 368 396 371 348 327 308 290 274 260 247 234 223 202 0.224 36/5 5 6 471 445 420 396 373 353 333 316 299 284 271 258 246 202 0.198 7 487 463 440 417 396 375 356 339 322 307 293 280 249 202 0.177 8 499 478 457 435 415 396 377 360 343 328 314 280 249 202 0.160 9 509 490 471 451 432 413 395 378 362 347 316 280 249 202 0.146 10 518 500 483 465 447 429 412 395 380 359 316 280 249 202 0,135 11 525 509 493 476 459 443 426. 410 395 359 316 280 249 202 0.125 DB = 758 DF = 886 DA = 974 K2 = 870 0.827 0 191 169 150 132 118 0.555 1 248 223 201 183 168 155 141 179 167 157 147 137 128 121 0.418 2 291 266 299 244 278 224 258. 207 241 192 225 211 198 187 176 167 159 151 135 0.335 3 4 322 345 325 305 286 269 253 239 226 214 203 192 183 175 160 0.280 5 362 344 326 309 293 277 263 250 237 226 216 206 197 181 0.240 36/4 6 375 359 343 328 312 298 284 271 259 247 236 226 217 200 0.210 7 385 371 357 343 329 315 302 289 277 266 255 245 236 202 0.187 8 392 380 368 355 342 329 317 305 294 282 272 262 249 202 0.168 9 398 388 377 365 353 342 330 319 308 297 287 277 249 202 0.153 10 403 394 384 374 363 352 341 331 320 310 300 280 249 202 0.140 11 407 399 390 381 371 361 351 341 331 322 312 280 249 202 0.130 DB = 1072 DF =1216 DA = 1282 K2 = 870 1.102 0 160 143 129 117 105 0.667 1 202 185 171 157 146 136 127 156 148 140 132 126 119 114 0.479 2 228 214 200 188 210 176 200 166 190 180 171 163 156 148 142 136 125 0.373 3 245 255 233 246 222 237 227 217 208 199 191 183 175 168 161 155 144 0.306 36/3 4 5 263 255 247 239 231 223 214 207 199 192 185 178 172 160 0.259 6 268 262 255 248 241 234 226 219 212 205 199 192 186 175 0.225 7 272 267 261 255 249 242 236 229 223 217 210 204 199 187 0.198 8 275 270 266 260 255 249 244 238 232 226 220 215 209 198 0.177 9 277 273 269 265 260 255 250 245 239 234 229 223 218 202 0.161 10 279 275 272 268 264 259 255 250 245 241 236 231 226 202 0.147 11 280 277 274 271 267 263 259 255 250 246 242 237 233 202 0.135 DB = 2209 DF =2428 DA = 2442 K2 = 870 number of sidelap fasteners per span G' = K2 3 78 + 0.3'DX + 3'Kt' SPAN SPAN Kips/inch 11 li SPAN is in feet Substitute DB, DF, or DA for DX i 72 I N'E UT _EK AIR/SAFE® FASTENING SYSTEM ,DECK TYPE: B, F, A DECK GAGE: 22 (0.0295 in.) SUPPORT FASTENERS: K65-SERIES SIDELAP FASTENERS: #10 TEKS Screws DIAPHRAGM SHEAR STRENGTH (PLF) FASTENER K1 * SPAN LENGTH (FT. -IN.) LAYOUT 3-0 3-6 4-0 4-6 5-0 5.6 6-0 6-6 7-0 7-6 84 8-0 9-0 104 11-0 12-0 0.844 0 653 574 511 453 405 365 332 304 280 259 241 2.26 214 192 175 160 0.563 1 716 633 566 511 458 414 377 346 319 295 275 258 244 219 199 183 0.422 2 774 689 618 560 511 463 422 387 357 331 309 290 274 246 224 205 0.332 3 828 741 668 606 555 510 467 429 396 367 342 321 304 273 -244 -205 0.281 4 878 789 715 651 597 550 510 470 434 403 376 353 334 -298 -244 -205 0.241 5 923 835 759 694 638 589 547 510 473 439 410 385 363 -296 -244 -205 35/9 0.211 6 965 877 801 734 677 626 583 544 510 . 475 444 -409 365 -296 -244 -205 0.188 7 10M 917 840 773 714 662 617 577 541 510 -462 -409 -365 -296 -244 -205 0.169 8 1038 953 877 809 750 697 650 609 572 -526 -462 -409 365 -296 -244 -205 0.154 9 1070 987 911 844 734 730 683 640 602 -526 -462 -409 -365 -296 -244 -205 0.141 10 1099 1018 944 877 816 762 714 670 -604 -525 -462 -409 365 -296 -244 -205 0.130 11 1125 1047 974 907 847 793 744 699 -604 -526 -462 -409 365 -296 -244 -205 D6=129 DF=226 DA=356 K2=870 1.257 0 418 363 316 279 250 225 205 188 174 161 150 141 133 120 109 100 0.724 1 491 429 381 339 304 275 250 230 212 197 184 173 163 147 133 122 0.507 2 559 492 438 394 358 324 295 271 251 233 218 204 193 174 158 145 0.290 3 622 551 493 445 405 371 340 313 290 269 251 236 223 201 182 167 0.317 4 679 605 544 493 450 414 382 355 328 305 286 268 253 228 207 190 0.267 5 731 656 593 539 494 455 421 392 366 341 319 300 283 255 232 -205 3617 0.230 6 779 703 638 583 535 494 458 427 400 375 353 331 313 292 -244 -205 0.203 7 821 746 680 624 574 532 494 461 432 406 383 363 343 -296 -244 -205 0.181 8 860 785 720 662 612 568 529 494 464 437 412 390 365 -296 -244 -205 0.163 9 894 822 757 699 647 602 562 526 495 466 441 -409 365 -296 -244, -205 0.149 10 925 855 791 733 681 635 594 557 524 495 -462 -409 365 -296 -244 -205 0.137 11 953 885 822 765 713 666 624 587 553 523 -462 -409 -M -298 -244 -205 08=129 DF--226 DA=356 K2=970 1.520 0 370 325 289 258 231 208 190 174 160 149 138 130 123 110 100 92 0.800 1 431 383 343 311 283 257 235 215 199 185 172 162 153 137 125 114 0.543 2 495 435 393 357 3Z7 301 279 257 237 221 206 193 183 164 149 137 0.411 3 532 481 438 400 368 340 316 295 276 257, 240 225 213 191 174 159 0.330 4 571 522 478 "0 406 377 351 328 308 290 . 273 257 243 218 198 182 0.276 5 605 558 514 476 441 411 384 360 338 319 302 286 272 245 ZZ3 204 36/5 0.238 6 634 589 547 508 474 443 415 390 367 347 329 312 297 270 -244 -205 0.208 7 659 616 575 538 503 472 444 418 395 374 355 337 321 293 -244 -205 0.185 8 680 640. 601 564 531 499 471 445 421 399 379 361 345 -296 -244 -205 0.167 9 699 661 624 588 555 524 496 470 446 423 403 384 365 -296 -244 -205 0.152 10 714 679 6" 610 578 547 519 493 469 446 426 406 365 -296 -244 -205 0.139 11 728 695 662 629 598 569 541 515 491 468 447 -409 365 -296 -244 -205 DB=758 DF=886 DA=974 K2--870 1.9C0 0 283 249 221 195 174 157 142 130 120 111 103 96 91 82 74 68 0.894 1 342 305 Z75 249 227 206 197 172 158 147 137 128 121 109 99 91 0.585 2 392 354 321 293 270 249 231 213 197 193 170 160 151 136 124 113 0.434 3 432 395 362 333 308 286 266 249 234 219 204 192 181 163 148 136 0.345 4 464 429 397 368 342 319 299 280 264 249 235 223 211 190 173 158 0.287 5 491 458 427 399 373 350 328 309 292 Z76 262 249 237 216 197 181 36/4 0.245 6 512 482 453 425 400 377 355 336 318 302 287 273 260 238 219 203 0.214 7 529 502 475 449 424 401 380 360 342 325 310 296 283 259 Z39 -205 0.190 8 544 519 493 469 445 423 402 383 364 348 332 317 304 Z79 -244 -205 0.171 9 556 533 509 486 464 443 422 403 385 368 352 337 323 -296 -244 -205 0.155 10 %6 545 523 502 481 460 440 422 404 387 371 366 342 -296 -244 -205 0.142 11 574 555 535 515 495 476 457 438 421 404 389 374 360 -296 -244 -205 DB=1072 OF=1216 DA=1282 K2=870 K2 'Number of sidelap fasteners per span G 3.78+(O-3xD,/SPAJV)+(3xKxSPAN) El! EK AIR/SAFE® FASTENING SYSTEM -- DECK TYPE: B, F, A DECK GAGE: 22 (0.0295 in.) SUPPORT FASTENERS: SDK63-SERIES SIDELAP FASTENERS: #10 TEKS Screws DIAPHRAGM SHEAR STRENGTH (PLF) SPAN LENGTH (F AN.) FASTENER K1 * 3-0 3-6 4-0 4.6 54 5-6 6-0 6.6 7-0 7-6 84 8 6 9-0 10-0 11-0 12-0 LAYOUT 655 583 516 461 416 378 347 319 296 275 258 243 219 199 183 0.844 p 744 807 714 638 576 515 465 423 388 358 332 309 290 273 246 224 205 0.563 1 867 770 690 625 569 514 468 430 396 368 342 321 303 273 -244 -205 0.422 2 922 823 741 572 614 563 513 471 435 404 376 353 333 -296 -244 -205 0.338 3 973 873 789 718 657 605 558 513 474 440 410 385 363 -296 -244. -205 0.281 4 920 835 761 699 645 598 554 512 476 4" -409 365 -296 -244 -205 0.241 5 1021 878 803 739 683 634 592 551 512 -462 -409 365 296 -244 205 3619 0.211 6 1065 965 919 844 778 720 670 625 586 -526 -462 -409 -365 -296 -244 -205 0.188 7 1106 1007 958 882 815 756 704 658 -604 -526 -462 -409 365 -296 -244 -205 0.169 8 1144 1046 995 918 851 791 738 691 -604 -526 -462 -409 365 -296 -244 -205 0.154 9 1179 1082 1030 953 995 824 770 -700 -604 -526 -462 -409 365 -296 -244 -205 0.141 10 1212 1116 918 856 801 -700 -604 -526 -462 -409 365 -296 -244 .205 0.130 11 1241 1148 1063 987 DB=129 DF---Z26 DA=356 K2---870 0 476 41 4 360 318 285 257 234 215 198 184 171 161 152 137 124 114 1.267 550 480 426 378 339 306 279 256 Z37 220 =5 192 182 164 149 136 0.724 1 619 544 484 435 393 355 324 298 275 256 Z39 224 212 191 173 159 0.507 2 683 604 539 486 442 404 369 339 314 292 272 256 242 245 198 181 0.390 3 743 660 592 535 488 448 414 381 352 328 306 288 Z72 245 222 204 0.317 4 798 713 642 583 533 490 453 421 391 364 340 319 302 271 -244 -205 0.267 5 848 762 689 628 575 530 491 457 428 400 374 . 351 332 -296 -244 -205 - 36n 0.230 6 734 671 616 569 528 492 461 433 407 383 362 -296 -244 -205 0.= 7 895 808 776 712 656 607 564 527 493 464 438 -409 365 -296 -244 -205 T 0.181 8 937 851 751 693 643 599 560 525 494 462 -409 365 -296 -244 205 0.163 9 976 891 816 787 729 678 632 592 556 524 .462 -409 365 -296 -244 -205 0.149 10 1011 928 353 763 711 665 623 586 -526 -462 -409 365 -296 -244 -205 0.137 11 1043 962 888 822 D8=129 DF--226 OA=356 K2--870 421 371 330 294 263 237 216 198 183 169 158 148 140 126 114 105 1.520 0 484 429 384 347 316 287 261 240 221 205 191 180 170 153 139 127 0.8w 1 539 482 434 395 361 332 306 281 260 241 225 211 200 180 163 150 0.543 2 587 530 481 439 403 372 345 321 298 277 259 243 230 234 72 195 0.411 3 630 573 523 480 442 409 381 355 333 313 293 Z75 260 234 212 212 195 0.330 4 667 611 562 518 479 445 415 388 365 343 324 307 290 261 237 -205 0276 5 645 596 552 513 478 447 419 395 372 352 334 317 288 -244 -205 36/5 pig 5 699 584 545 510 478 449 423 400 379 360 342 -296 -244 -205 0208 7 727 676 628 575 539 507 477 451 427 405 385 -365 -296 -244 -205 0.185 8 752 703 656 614 566 534 504 477 452 430 36 409 5 -296 -244 -205 0.1F 9 773 727 682 640 602 592 559 529 502 477 453 409 -365 -296 -244 -205 0.152 10 792 748 705 665 627 615 583 553 525. 500 462 -409 365 -296 -244 -205 0.139 11 808 767 726 S87 650 OB=758 DF=886 DA--974 K2=870 0 323 284 252 222 198 179 162 148 137 126 117 110 104 93 85 78 1.900 383 341 306 Z77 252 228 207 190 175 162 151 142 134 120 109 100 0.894 1 391 354 323 296 273 252 Z31 214 198 185 173 164 147 134 123 0.585 2 434 476 434 396 364 335 311 289 270 252 234 218 205 194 174 158 145 0.434 3 512 471 434 401 371 346 3Z3 302 284 268 252 237 224 201 183 168 0.345 4 542 503 466 434 404 378 35 4 332 313 296 280 266 253 228 208 190 0.287 5 566 530 495 463 43-4 407 383 361 341 323 306 291 277 253 232 -205 36l4 0.245 6 553 520 - 489 460 434 409 387 367 348 331 315 300 275 -244 -205 0.214 7 587 542 512 484 458 434 411 391 371 354 338 323 -296 -244 -205 0.190 8 604 572 560 532 505 480 456 434 413 i" 0.171 9 618 589 577 550 525 500 476 454 434 4g4 396 379 364 -296 244 205 0.155 10 631 604 566 542 518 495 473 453 434 416 399 365 -296 -244 205 0.142 11 641 616 591 - DB-107 2 DF=1216 DA=1282 K2=870 K2 -Number of sidelap fasteners per span 3-78 : (0_,, x D� ;SPAN) T (--- x K x SPAN) L..-- . - . .. - ,.- - i r - D4.5 ROOF DECK 4.5" high x 12" pitch x 12" wide CCP'TIAf.I DDADFRTIFC fv o 33 Irci --- Wd Ip In Sp Sn GAGE (psf) (inA4) (inA4) (inA3) (inA3) 20 2.82 2.559 2.564 0.912 0.928 18 3.73 3.395 3.395 1.229 1.229 16 4.71 4.283 4.283 1.551 1.551 14 1 5.88 5.350 5.350 1.937 1.937 ®C4.5 ROOF DECK 4.5" high x 24" pitch x 24" wide nnn0DDT1ec GAGE Wd (psf) Ip (inA4) In (inA4) Sp (in A3) Sn (in A3) 20120 4.08 4.335 3.174 1.546 1.202 20/18 4.58 4.796 3.743 1.579 1.548 18/20 4.87 5.316 3.780 2.106 1.360 18/18 5.38 5.953 4.421 2.157 1.706 18116 5.94 6.461 5.123 2.196 2.133 16118 6.24 6.862 5.096 2.784 1.875 16/16 6.79 7.510 5.841 2.839 2.302 14/14 1 8.45 1 9.382 1 7.650 1 3.582 1 3.092 MAvim"Rn Al I nwARI F IIMMRM TOTAL LOADS. ifosfl ** 2 3/8" r-1 i-12"- -J 2 3/8' i /2ii /2ii D4.5 - SINGLE SPAN DC4.5 - SINGLE SPAN GAGE 20 LRFD ASD 18 LRFD AS 16 LRFD ASD 14 LRFD ASD 20/20 LRFD ASD 20/18 LRFD ASD 18/20 LRFD ASD 18/18 LRFD ASD 18/16 LRFD ASD 16/18 LRFD ASD 16/16 LRFD ASD 14114 LRFD ASD span 9'-0" 108 78 222 160 383 253 492 316 109 78 108 78 222 160 222 160 222 160 383 276 383 276 628. 453 10'-0" 97 70 200 144 291 205 361 256 98 71 97 70 200 144 200 144 200 144 344 248 344 248 565 408 11'-0" 88 64 177 131 221 169 274 211 89 64 88 64 182 131 182 131 182 131 313 226 313 226 473 371 12'0" 81 57 139 113 173 142 213 178 81 59 81 58 166 120 166 120 166 120 271 207 287 207 366 328 -3'--D-" 13'-0" 75 54 111 96 138 121 170 151 75 54 75 54 154 111 154 111 154 111 215 191 234 191 290 280 - - 69 50 91 83 112 104 168 130 70 50 69 50 137 103 143 103 143 103 174 174 190 177 234 234 - -- 15'0" 60 47 76 72 93 91 114 114 65 47 65 47 113 96 126 96 133 96 143 143 156 156 193 193 --- - 16'-0" 51 44 44 41 64 55 63 55 79 67 79 67 96 82 96 82 61 58 44 41 61 57 44 41 95 81 90 81 105 90 90 85 114 96 90 85 120 102 120 102 130 110 130 110 160 135 160 135 17'0" 39 3748 48 58 58 70 70 54 39 54 39 70 70 77 77 83 80 87 87 95 95 116 116 34 33 43 43 51 51 61 61 51 37 51 37 61 61 67 67 72 72 76 76 82 82 100 100 20'-0" 31 - 28 30 27 38 - 34 38 34 45 40 45 40 54 48 54 48 46 - - 41 35 ---- 34 49 ----- 44 35 - 33 54 -- 48 54 48 59 52 59 52 63 56 63- 56 66 -._ 59 66 59 72 63 72 63 87 77 87 77 - 21 --- 22'40" 26 25 31 31 36 36 43 43 37 32 40 32 43 43 47 47 50 50 52 52 56 56 68 68 23'-0" 24 23 28 28 33 33 39 39 33 31 1 28 31 29 28 36 33 30 30 29 28 39 35 32 39 35 32 42 38 35 42 38 35 45 41 37 45 41 37 47 43 39 47 43 39 51 46 42 51 46 42 61 55 49 61 55 49 24'-0" 22 21 26 26 30 30 35 35 21 19 24 24 28 28 32 32 25'-0" ...tee rn.nn. mv-_ Q_ our -AD wAi iiFS - nA S it nCd_5 t Rbe (Ib/ft) Rbi (Iblft) Vn (Iblft) GAGE (in) LRFD ASD LRFD ASD LRFD ASD 20 0.0295 485 350 1457 1051 2770 1803 18 0.0358 999 720 2406 1735 5901 3893 16 0.0474 1722 1242 3616 2608 9393 6197 14 0.0598 2826 2038 5476 3949 12090 8381 Wd Weight of deck (uncoated) ** An assumed 10 psf dead load is added to deflection ip Moment of inertia of deck for positive bending sp Section modulus of deck for positive bending in Moment of inertia of deck for negative bending Sn Section modulus of deck for negative bending The section property table is based on AISI's Cold Formed Steel Design Manual, 1996 Edition. 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POJECT ?.:.............:.........:...........:...................... ...... .............. ......... .............................................. ... .......... ....... ........ ........................... ....................................... �20Uoc i � !J �.bi� I I_ i P�,NT (;)Afi5 ) PUF Iv, It 9�Vr`! A,2- Q To &I-1, Q - �ZAO A,2-4 `jP AIJ = ZI ,, e FolNT (,)RVS L/L - w (�? } Tz,' A �. . -I A 1 c USE W I qx ZZ u'�"E. vi 1`2-X i (' j , rj�., E flr� OK ✓ Y,f X ---�----7-10 4 Lq�UUC►,U5 j U SE -T S 5 K Q X '5/6 SPRN : zq ''�'' �r�x 05 Z (iA5 (12�1 q _ L Uic_ 5b Pl F IfJ - 'b0 PLC I; RAMSBEAM V2.0 - Gravity Beam Design LicenAed to: Hunt & Joiner, Inc. Job: Sam's - Sanford, FL SPAN INFORMATION: D.3-12 to D.5-12 Beam Size (User Selected) = W12X16 Total Beam Length •(ft) = 12.33 Top Flange Not Braced By Decking LOADS: Self Weight = 0.016 k/ft Steel Code: AISC 9th Ed. Fy = 50.0 ksi Point Loads (kips): Flange Bracing Dist DL Pre DL LL Top Bottom 4.15 1.72 0.00 2.15 Yes Yes 9.65 1.72 0.00 2.15 Yes Yes SHEAR: Max V (kips) = 4.43 fv (ksi) = 1.68 Fv = 20.00 MOMENTS: Span Cond Moment kip-ft Center Max + 14.4 Controlling 14.4 REACTIONS (kips): DL reaction Max + LL reaction Max + total reaction DEFLECTIONS: Dead load (in) at Live load (in) at Total load (in) at @ Lb Cb Tension Flange ft ft fb Fb 4.2 5.5 1.00 10.12 30.00 4.2 5.5 1.00 --- --- Left Right 1.61 2.02 1.,89 2.41 3.51 4.43 6.16 ft = -0.060 6.16 ft = -0.071 6.16 ft = -0.131 Comp Flange fb Fb 10.12 25.63 10.12 25.63 L/D = 2472 L/D = 2075 L/D = 1128 r RAMSBEAM V2.0 - Gravity Beam Design LicensVd to: Hunt & Joiner, Inc. Job: Sam's - Sanford, FL SPAN INFORMATION: D.2-1 to D-1 Beam Size (User Selected) = W12X16 �- Total Beam Length (ft) = 15.67 Top Flange Not Braced By Decking LOADS: Self Weight = 0.016 k/ft Steel Code: AISC 9th Ed. Fy = 50.0 ksi Point Loads (kips): Flange Bracing Dist DL Pre DL LL Top Bottom 5.50 1.75 0.00 2.18 Yes Yes 11.00 1.75 0.00 2.18 Yes Yes SHEAR: Max V (kips) = 4.26 fv (ksi) = 1.62 Fv = 20.00 MOMENTS: Span Cond Moment @ Lb Cb Tension Flange kip-ft ft ft fb Fb Center Max + 20.9 5.5 5.5 1.00 14.68 30.00 Controlling 20.9 5.5 5.5 1.00 --- --- REACTIONS (kips): Left Right DL reaction 1..78 1.97 Max + LL reaction 2.06 2.30 Max + total reaction 3.85 4.26 Comp Flange fb Fb 14.68 25.63 14.68 25.63 DEFLECTIONS: Dead load (in) at 7.84 ft = -0.143 L/D = 1318 Live load (in) at 7.84 ft = -0.169 L/D = 1115 Total load (in) at 7.84 ft = -0.311 L/D = 604 .t 2 r r----- RAMSBEAM V2.0 - Gravity Beam Design Licensed to: Hunt & Joiner, Inc. Job: Sam's - Sanford, FL SPAN INFORMATION: D-1 to C.6-1 Beam Size (User Selected) = W12X16 Total Beam Length (ft) = 16.83 Top Flange Not Braced By Decking LOADS: Self Weight = 0.016 k/ft Steel Code: AISC 9th Ed. Fy = 50.0 ksi Point Loads (kips): Flange Bracing Dist DL Pre DL LL Top Bottom 5.50 1.75 0.00 2.18 Yes Yes 11.00 1.75 0.00 2.18 Yes Yes 16.50 1.75 0.00 2.18 Yes Yes SHEAR: Max V (kips) = 7.84 fv (ksi) = 2.97 Fv = 20.00 MOMENTS: Span Cond Moment kip-ft Center Max + 23.8 Controlling 23.8 REACTIONS (kips): DL reaction Max + LL reaction Max + total reaction DEFLECTIONS: Dead load (in) at Live load (in) at Total load (in) at Ell @ Lb Cb Tension Flange Comp Flange ft ft fb Fb fb Fb 11.0 5.5 1.00 16.72 30.00 16.72 25.63 11.0 5.5 1.00 --- --- 16.72 25.63 Left Right 1.95 3.57 2.27 4.27 4.22 7.84 8.41 ft = -0.188 L/D = 1075 8.41 ft = -0.222 L/D = 910 8.41 ft = -0.410 L/D = 493 RAMSBEAM V2.0 - Gravity Beam Design Licensed to: Hunt & Joiner, Inc. Jpb: Sam's - Sanford, FL Steel Code: AISC 9th Ed. SPAN INFORMATION: C.6-1 to C.4-1 Beam Size (User Selected) = W12X16 Fy = 50.0 ksi Total Beam Length (ft) = 16.00 ITop Flange Not Braced By Decking LOADS: Self Weight = 0.016 k/ft Point Loads (kips): Flange Bracing Dist DL Pre DL LL Top Bottom 5.50 1.75 0.00 2.18 Yes Yes 11.00 1.75 0.00 2.18 Yes Yes SHEAR: Max V (kips) = 4.18 fv (ksi) = 1.59 Fv = 20.00 MOMENTS: Span Cond Moment @ Lb Cb Tension Flange Comp Flange kip-ft ft ft fb Fb fb Fb Center Max + 21.4 5.5 5.5 1.00 15.02 30.00 15.02 25.63 Controlling 21.4 5.5 5.5 1.00 --- --- 15.02 25.63 REACTIONS (kips): Left Right DL reaction 1.82 1.93 Max + LL reaction 2.11 2.25 Max + total reaction 3.94 4.18 DEFLECTIONS: Dead load (in) at 8.00 ft = -0.153 L/D = 1252 Live load (in) at 8.00 ft = -0.181 L/D = 1059 Total load (in) at 8.00 ft = -0.335 L/D = 574 RAMSBEAM V2.0 - Gravity Beam Design Licensed to: Hunt & Joiner, Inc. Job: 'Sam's - Sanford, FL Steel Code: AISC 9th Ed. SPAN INFORMATION: A.9-1 to A.2-1 Beam Size (User Selected) = W12X16 Fy = 50.0 ksi Total Beam Length (ft) = 23.67 Top Flange Braced By Decking OARS: Self Weight = 0.016 k/ft Line Loads (k/ft): Dist1 Dist2 DL1 DL2 Pre DL1 Pre DL2 LL1 LL2 0.00 23.67 0.048 0.048 0.000 0.000 0.060 0.060 SHEAR: Max V (kips) = 1.47 fv (ksi) = 0.56 Fv = 20.00 MOMENTS: Span Cond Moment @ Lb Cb Tension Flange Comp Flange kip-ft ft ft fb Fb fb Fb Center Max + 8.7 11.8 0.0 1.00 6.10 33.00 6.10 33.00 Controlling 8.7 11.8 0.0 1.00 6.10 33.00 --- --- REACTIONS (kips): Left Right DL reaction 0.76 0.76 Max + LL reaction C.71 0.71 Max + total reaction 1.47 1.47 DEFLECTIONS: Dead load (in) at 11.83 ft = -0.151 L/D = 1876 Live load (in) at 11.83 ft = -0.142 L/D = 2002 Total load (in) at 11.83 ft = -0.293 L/D = 969 EF RAMSBEAM V2.0 - Gravity Beam Design Licensed to: Hunt & Joiner, Inc. Job: Sam's - Sanford, FL SPAN INFORMATION: A.2-1 to A.2-1.5 Beam Size (User Selected) = W12X16 Total Beam Length (ft) = 19.83 Top Flange Not Braced By Decking LOADS• Self Weight = 0.016 k/ft Steel Code: AISC 9th Ed. Fy = 50.0 ksi Point Loads (kips): Flange Bracing Dist DL Pre DL LL Top Bottom 6.00 1.18 0.00 1.47 Yes Yes 12.00 1.18 0.00 1.47 Yes Yes 18.00 1.18 0.00 1.47 Yes Yes SHEAR: . Max V (kips) = 4.97 fv (ksi) = 1.88 Fv = 20.00 MOMENTS: Span Cond Moment kip-ft Center Max + 22.5 controlling 22.5 REACTIONS (Rips): DL reaction Max + LL reaction Max + total reaction DEFLECTIONS: Dead load (in) Live load (in) Total load (in) @ Lb Cb Tension Flange ft ft fb Fb 12.0 6.0 1.00 15.81 30.00 12.0 6.0 1.00 --- --- Left -.:Riaht 1.56 -•2.30 1.74 2.67 3.30 4.97 at 10.01 ft = -0.241 L/D = at 10.01 ft = -0.278 L/D = at 10.01 ft = -0.519 L/D = Comp Flange fb Fb 15.81 24.16 15.81 24.16 985 857 458 z� rz RAMSBEAM V2.0 - Gravity Beam Design Licensed to: Hunt & Joiner, Inc. Job: tam's - Sanford, FL SPAN INFORMATION: A.2-1.5 to A.2-1.9 Beam Size (User Selected) = W12X16 Total Beam Length (ft) = 15.83 Top Flange Not Braced By Decking �iOADS: Self Weight = 0.016 k/ft Steel Code: AISC 9th Ed. Fy = 50.0 ksi Point Loads (kips): Flange Bracing Dist DL Pre DL LL Top Bottom 4.00 1.18 0.00 1.47 Yes Yes 10.00 1.18 0.00 1.47 Yes Yes SHEAR: Max V (kips) = 3.08 fv (ksi) = 1.17 Fv = 20.00 MOMENTS: Span Cond Moment kip-ft Center Max + 14.1 Controlling 14.1 REACTIONS (kips): DL reaction Max + LL reaction Max + total reaction DEFLECTIONS: Dead load (in) at Live load (in) at Total load (in) at @ Lb Cb Tension Flange Comp Flange ft ft fb Fb fb Fb 10.0 6.0 1.00 9.92 30.00 9.92 24.16 10.0 6.0 1.00 --- --- 9.92 24.16 Left Right 1.44 1.17 1.64 1.30 3.08 2.47 7.91 ft = -0.098 L/D = 1943 7.84 ft = -0.112 L/D = 1691 7.84 ft = -0.210 L/D = 904 RAMSBEAM V2.0 - Gravity Beam Design Licensed to: Hunt & Joiner, Inc. 3 ford FL Steel Code: AISC 9th Ed. Job: Sam s - an SPAN INFORMATION: A.2-1.9 to A.2-2.5 Beam Size (Optimum) = W14X22 Fy = 50.0 ksi Total Beam Length (ft) = 22.33 Top Flange Not Braced By Decking LOADS: Self Weight = 0.022 k/ft ' Point Loads (kips): Flange Bracing Dist DL Pre DL LL Top Bottom • 1.67 1.18 0.00 1.47 Yes Yes 6.84 1.18 0.00 1.47 Yes Yes 12.01 1.18 0.00 1.47 Yes Yes 11.18 1.18 0.00 1.47 Yes Yes Line Loads (k/ft): Dist1 Dist2 DL1 DL2 Pre DL1 Pre DL2 LL1 0.00 22.33 0.253 0.253 0.000 0.000 0.000 SHEAR: Max V (kips) = 9.20 fv (ksi) = 3.06 Fv = 18.90 MOMENTS: Span Cond Moment @ Lb Cb Tension Flange ,p-ft ft ft fb F.b. • Center Max +- 49.5. -12.0 -5.2 1.00 20.49 -30.00 Controlling 49.5 ' 12.0 5.2 1.00 --- --- REACTIONS (kips): Left Right DL reaction 5.80 5.06 Max + LL reaction 3.40 2.48 Max + total reaction 9.20 7.55 DEFLECTIONS: Dead load (in) at 11.16 ft = -0.485 L/D = Live load (in) at 11.16 ft = -0.272 L/D = Total load (in) at 11.16 ft = -0.756 L/D = E-- LL2 0.000 Comp Flange fb Fb. 2.0.49 29.32' 20.49 29.32 553 986 354 RAMSBEAM V2.0, - Gravity Beam Design Licensed to: Hunt & Joiner, Inc. Job•'Sam's - Sanford FL Steel Code: AISC 9th Ed. A i SPAN INFORMATION: A.2-4 to A.2-4.4 Beam Size (User Selected) = W°12X16 Fy = 50.0 ksi Total Beam Length (ft) = 18.00 Top Flange Not Braced By Decking LOADS: Self Weight = 0.016 k/ft Point Loads (kips): Flange Bracing Dist DL Pre DL LL Top Bottom 6.00 1.18 0.00 1.47 Yes Yes 12.00 1.18 0.00 1.47 Yes Yes SHEAR: Max V (kips) = 2.79 fv (ksi) = 1.06 Fv = 20.00 MOMENTS: Span Cond Moment @ Lb Cb Tension Flange kip-ft ft ft fb Fb Center Max + 16.5 6.0 6.0 1.00 11.56 30.00 Controlling 16.5 9.0 6.0 1.00 --- --- REACTIONS (kips): Left Right DL reaction 1.32 1.32 Max + LL reaction1.47 1.47 Max + total reaction 2.79 2.79 DEFLECTIONS: Comp Flange fb Fb 11.56 24.16 11.61 24.16 Dead load (in) at 9.00 ft = -0.154 L/D = 1403 Live load (in) at 9.00 ft = -0.176 L/D = 1227 Total load (in) at 9.00 ft = -0.330 L/D = 655 RAMSBEV V2.0 - Gravity Beam Design Licensed to: Hunt & Joiner, Inc. f d FL Steel Code: AISC 9th Ed. Jab: Sam s - San or SPAN INFORMATION: A.9-4.4 to A.2-4.4 Beam Size (User Selected) = W12X16 Fy = 50.0 ksi Total Beam Length (ft) = 23.67 Top Flange Braced By Decking LOADS: Self Weight = 0.016 k/ft Line Loads (k/ft): Dist1 Dist2 DL1 DL2 Pre DL1 Pre DL2 LL1 0.00, 23.67 0.301 0.301 0.000 0.000 0.060 SHEAR: Max V (kips) = 4.46 fv (ksi) = 1.69 Fv = 20.00 MOMENTS: Span Cond Moment kip-ft Center Max + 26.4 Controlling 26.4 REACTIONS (kips): DL reaction Max + LL reaction Max + total reaction DEFLECTIONS: Dead load (in) Live load (in) Total load (in) !, ] @ Lb Cb Tension Flange ft ft fb Fb 11.8 0.0 1.00 118.53 33.00 11.8 0.0 1.00 18.53 33.00 Left Right 3.75 3.75 0.71 0.71 4.46 4.46 at 11.83 ft = -0.750 at 11.83 ft = -0.142 at 11.83 ft = -0.891 LL2 0.060 Comp Flange fb Fb 18.53 33.00 L/D = 379 L/'D = 2002 L/D = 319 4 K ELLISON SAM'S -SAN FORD, FL SHEET NO. 1 C PROJECT NO. 01198 COLUMN DESIGN Column loads and heights . ......... ...... .. lb�As4: ...... �:�Ax .... .AY*i ...... ...... lai.ioad ...... .... .......... ............ T at .............. ................. ............. ................ soct ion... B-1 297.5 4.8 4.8 9.5 9.0 0.0 29.17 29.17 14.67 10x10x3/8 B-1.5 54.5 0.9 1.1 2.0 2.9 0.0 29.17 29.17 14.67 8x8x1/4 B-2 1180.0 18.9 14.2 33.0 4.9 0.0 29.17 29.17 14.67 8x8x3f8 B-2.5 53.6 0.9 1.1 1.9 7.4 0.0 29.17 29.17 14.67 10x10x5/16 B-3 1 1170.0 18.7 14.0 32.8 8.2 0.0 29.17 29917 14.67 10x10x5/16 B-3.6 53.6 0.9 1.1 1.9 7.4 0.0 29.17 29.17 14.67 10x10x5/16 B-4 1170.0 18.7 14.0 32.8 6.5 0.0 29.17 29.17 14.67 10x10x114 B-4.4 53.6 0.9 1.1 1.9 0.0 29.17 29.17 14.67 10x10x3/8 B-5 1170.0 18.7 14.0 32.8 __-9.8 12.3 0.0 29.17 29.17 14.67 10x10x1/2 B-5.5 53.6 0.9 1.1 1.9 11.9 0.0 29.17 29.17 14.67 10x10x1/2 B-6 1170.0 18.7 14.0 32.8 11.9 0.0 29.17 29.17 14.67 10x10x1/2 B-6.5 53.6 0.9 1.1 1.9 11.9 0.0 29.17 29.17 14.67 10x10x1/2 B-7 1170.0 1 B.7 14.0 32.8 11.9 0.0 29.17 29.17 14.67 10x10x1/2 B-7.5 53.6 0.9 1.1 1.9 11.9 0.0 29.17 29.17 14.67 10x10x1/2 B-8 1170.0 18.7 14.0 32.8 11.9 0.0 29.17 9* 17 29.17 14.67 10x10x1/2 B-8.5 53.6 0.9 1.1 1.9 11.9 0.0 29.17 9. 1 7 29.17 14.67 10x10x1/2 B-9 1170.0 18.7 14.0 32.8 11.9 0.0 29.17 9. 1 7 29.17 14.67 10x10x1/2 B-9.5 53.6 0.9 1.1 1.9 11.9 0.0 29.17 029. 17 29.17' 14.67 10x10x1/2 B-10 1170.0 18.7 14.0 32.8 11.9 0.0 29.17 29. , 7 29.17 14.67 10x10x1/2 B-10.5 53.6 0.9 1.1 1.9 11.9 0.0 29.17 29 1 7: 29.17 14.67 10x10x1/2 B-11 1170.0 18.7 14.0 32.8 11.9 0.0 29.17 29. 1 7 29.17 14.67 10x10x1/2 B-11.5 53.6 0.9 1.1 1.9 11.9 0.0 29.17 29.17 14.67 10x10x1/2 B-12 292.5 4.7 4.7 9.4 9.0 0.0 29.17 29.17 14.67 10x10x3/8 B.5-12 585.0 9.4 9.4 18.7 17.9 3.9 30.00 28.54 14.67 10x10xl/2 C-1 2 585.0 9.4 9.4 18.7 17.5 8.0 30.00 27.92 14.67 10x10x1/2 C.5-12 1188.2 19.0 14.3 33.3 8.6 4.1 30.00 27.29 14.67 10x10x5/16 C.5-12.5 49.7 0.8 1.0 1.8 10.3 4.0 30.00 27.29 14.67 10x10x3/8 C.5-13 1012.9 16.2 1 12.2 28.4 12.5 4.9 30.00 27.29 14.67 10x10x1/2_ C.5-13.6" 67.1 5.2 1 11.5_ 16.7 13.9 5.4 30.00 27.29 14.67 10x10x1/2 C.5-14" 280.8 8.6 14.7 23.3 6.6 2.6 30.00 27.29 14.67 8x8x1/2 C.7-14" 81.6 4.1 10.2 14.3 0.0 0.0 11.00 0.00 0.00 5x5x1/4 C.7-13.6" 81.6 4.1 10.2 14.3 0.0 0.0 11.00 0.00 0.00 5x5xl/4 C.9-14 581.9 9.3 9.3 18.6 13.3 5.6 30.00 1 26.79 14.67 10x10x1/2 D.3-14 301.1 4.8 4.8 9.6 6.8 11 30.00 26.05 14.67 10x10x1/4 D.3-13.5 67.1 1.1 1.3 2.4 13.3 6.1 30.00 26.05 14.67 10x10x1/2 D.3-13 1012.9 16.2 12.2 28.4 11.5 5.3 30.00 26.05 14.67 10x10x1/2 D.3-12.5 49.7 0.8 1.0 1.8 9.8 4.5 30.00 26.05 14.67 10x10x318 D.3-12 1016.0 16.3 12.2 28.4 4.9 2.2 30.00 26.05 14.67 8xBx3/8 - D.5-12 412.8 6.6 6.6 13.2 11.4 4.6 28.00 26.04 14.67 10x10x3/8 E-12 585.0 9.4 9.4 18.7 15.9 7.5 28.00 25.42 14.67 10x10x1/2 E.5-12 585.0 9.4 9.4 18.7 15.5 7.0 28.00 24.79 14.67 10x10x1T2 F-12 585.0 9.4 9.4 18.7 15.1 6.6 28.00 24.17 14.67 10x10x1/2 F.5-12 585.0 9.4 9.4 18.7 14.7 6.1 28.00 23.54 14.67 10x10x1/2 G-12 292.5 4.7 4.7 9.4 7.3 2.8 28.00 22.92 14.67 10x10x5/16 G-11.5 53.6 0,9 1.1 1.9 9.3 0.0 22.92 22.92 14.67 8x8x1/2 G-1 1 1170.0 18.7 14.0 32.8 8.4 0.0 22.92 22.92 14.67 8x8x1/2 G-10.6 53.6 0.9 1.1 1.9 9.3 0.0 22.92 22.92 14.67 8xBx112 G-10 1170.0 18.7 14.0 32.8 9.3 0.0 22.92 22.92 14.67 8x8x1/2 G-9.5 53.6 0.9 1.1 1.9 9.3 0.0 22.92 22.92 14.67 8x8x1/2 G-9 1170.0 18.7 14.0 32.8 9.3 0.0 22.92 22.92 14.67 8x8x1/2 G-8.5 53.6 0.9 1.1 1.9 9.3 0.0 22.92 22.92 14.67 8x8x1/2 G-8 1170.0 18.7 14.0_ 32.8 9.3 0.0 22.92 22.92 14.67 8x8x1/2 G-7.5 53.6 0.9 1.1 1.9 9.3 0.0 22.92 22.92 14.67 Bx8xl/2 G-7 1170.0 18.7 14.0 32.8 9.3 0.0 22.92 22.92 14.67 8x8x1/2 G-6.5 53.6 0.9 1.1 1.9 9.3 0.0 22.92 22.92 14.67 8x8x1/2 G-6 1170.0 18.7 14.0 32.8 9.3 0.0 22.92 22.92 14.67 8x8x1/2 G-5.5 53.6 0.9 1.11 1.9 9.3 0.0 22.92 22.92 14.67 8x8x1/2_ G-5 1170.0 18.7 14.0 32.8 9.3 0.0 22.92 22.92 14.67 8x8x1/2 G-4.5 53.6 0.9 1.1 1.9 9.3 0.0 22.92 22.92 14.67 Bx8x1/2 G-4 1170.0 18.7 14.0 32.8 9.3 0.0 22.92 22.92 14.67 8x8x1/2 G-3.5 53.6 0.9 1.1 1.9 9.3 0.0 22.92 22.92 14.67 8x8x1/2 G-3 1170.0 18.7 14.0 32.8 8.7 0.0 22.92 22.92 14.67 8x8x3/8 G-2.6 53.6 0.9 1.1 1.9 9.3 0.0 22.92 22.92 14.67 8x8x1/2 G-2 292.5 4.7 4.7 9.4_ 7.3 2.8 28.00 22.92 14.67 10x10x5/16 F.7-2" 55.4 2.8 3.9 6.6 0.0 0.0 10.00 0.00 0.00 5x5x1/4 F.5-2" 585.0 20.4 24.9 45.3 14.7 6.1 28.00 23.54 19.33 10x10x1/2 F.7-2.3" 40.0 2.0 5.0 7.0 0.0 0.0 5.00 0.00 0.00 5x5xl/4 1 40.0 2.0 5.0 7.0 1 0.0 1 5.00 0.00 0.00 5x5x1/4 -F.7-2.4" F.5-2.3" 40-0 2.0 5.0 7.0 0.0 _-0.0 0.0 5.00 0.00 0.00 5x5xl/4 F.5-2.4" 40.0 1 2.0 5.0 7.0 0.0 0.0 5.00 1 0.00 0.00 5x5x1/4 K. ELLISON SAM'S - SANFORD, FL i SHEET NO.2C PROJECT NO. 01198 i '5.2.7' 55.4 2.8 3.9 6.7 0.0 0.0 10.00 0.00 0.00 5x5x1/4 7-2.7 221.7 11.1 15.5 26.60.0 0.0 10.00 0.00 0.00 Sx5x1/4 585.0 26.0 32.6 58.6 15.1 6.6 28.0024.17 19.33 10x10x1/2 F_2' VF-2.6' 303.9 15.2 21.3 36.5 0.0 0.0 10.00 0.00 0.00 5x5x1/4 166.3 8.3 11.6 20.0 0.0 0.0 10.00 0.00 0.00 5x5x1/4 .6.2.6' 585.0 26.0 32.6 58.6 15.5 7.0 28.00 24.79 19.33 10x10x1/2 E.5-2•' 194.9 9.7 13.6 23.4 0.0 0.0 10.00 0.00 0.00 5x5x1/4 E.5-2.6' 513.5 16.5 19.9 36.4 13.9 6.6 28.00 25.42 19.33 10x10x1/2 E_2' 166.3 8.3 11.6 20.0 0.0 0.0 10.00 0.00 0.00 5x5x1/4 E-2.6' D.8-2 992.6 15.9 11.9 27.8 6.1 2.9 28.00 25.88 14.67 8x8x1/2 D.8-1.5 60.0 1.0 1.2 2.2 11.8 6.4 28.00 25.88 14.67 10x10x1/2 D.8-0.6 236.5 3.8 3.8 7.61 6.4 3.5 28.00 25.88 14.67 10x10x1/4 D.2-0.6 236.5 3.8 3.8 7.6 5.9 3.1 28.00 26.34 14.67 BXBX1/2 D.2-1 155.4 2.5 3.1 5.6 4.3 1.9 30.00 26.34 14.67 8x8x5/16 p_1 322.3 5.2 5.2 10.3 9.0 3.8 30.00 26.67 14.67 10x10x5/16 C.6-1 325.6 5.2 5.2 10.4 9.2 3.8 30.00 27.02 14.67 10x10x5/16 C.4-1 428.1 6.8 6.8 13.7 12.4 5.5 30.00 27.35 14.67 10x10x1/2 C-1 566.9 9.1 9.1 18.1 16.7 7.6 30.00 27.92 14.67 10x10x1/2 B.5-1 595.0 9.5 9.5 19.0 17.9 3.9 30.00 28.54 14.67 10x10x1/2 A.9-1 35.5 0.6 0.7 1.3 6.6 0.0 26.67 26.67 14.67 8x8x1/2 A 2-1 117.3 1.9 2.3 4.2 6.6 0.0 26.67 26.67 14.67 8x8x1/2 A.2-1.5 211.0 3.4 3.4 6.8 9.9 0.0 26.67 26.67 14.67 10x10x5/16 A.2-1.9 225.8 3.6 3.6 7.2 10.1 0.0 29.70 29.70 14.67 10x10x5/16 A.2-2.5 132.1 2.1 2.6 4.8 5.7 0.0 29.70 29.78 14.33 Bx8x1/2 A-2.5 430.1 8.2 6.9 15.1 2.0 0.0 29.78 29.78 11.33 8xBx1/4 0.0 0.0 0.0 0.0 5.0 0.0 29.70 29.70 11.33 8xBx3/B A.2-32 0.0 0.0 0.0 0.0 5.0 0.0 29.70 29.70 11.33 8x8X3/8 A.2-3.4n A.2-4 106.5 1.7 2.1 3.8 5.6 0.0 29.70 29.70 14.67 8x8x1/2 A-4 430.1 8.2 6.9 15.1 2.0 0.0 29.78 29.78 1 11.33 Bx8x1l4 A.2-4.4 230.8 3.7 3.7 7.4 6.0 0.0 29.70 29.70 14.67 10x10x1/4 A.9-4.4 35.5 0.6 0.7 1.3 6.0 0.0 29.20 29.20 14.67 Bx8x1/2 A.2-5 128.6 2.1 2.6 4.6 0.0 0.0 11.00 11.00 0.00 4x4X1l4 C-2 2360.0 37.8 28.3 66.1 0.0 0.0 27.92 27.92 0.00 8x8x1/4 C-3 2340.0 37.4 28.1 65.5 0.0 0.0 27.92 27.92 0.00 8x8x1/4 C-4 2340.0 37.4 28.1 65.5 0.0 0.0 27.92 27.92 0.00 8x8x1/4 C-5 2340.0 37.4 28.1 65.5 0.0 0.0 27.92 27.92 0.00 BX8x1/4 C-6 2340.0 37.4 20.1 65.5 0.0 0.0 27.92 27.92 0.00 8x8x1/4 C-7 2340.0 37.4 28.1 65.5 0.0 0.0 27.92 27.92 0.00 8xBx1/4 C-8 2340.0 37.4 28.1 65.5 0.0 0.0 27.92 27.92 0.00 8x8x1/4 C-9 2340.0 37.4 28.1 65.5 0.0 0.0 27.92 27.92 0.00 8x8x1/4 C-10 2340.0 37.4 28.1 65.5 0.0 0.0 27.92 27.92 0.00 8x8x1/4 C-11 2340.0 37.4 28.1 65.5 0.0 0.0 27.92 27.92 0.00 E BXBX1/4 D-2 2360.0 37.8 28.3 66.1 0.0 0.0 26.67 26.67 0.00 1 8xBx1/4 D-3 2340.0 37.4 28.1 65.5 0.0 0.0 26.67 26.67 0.00 8x8x1/4 D-4 2340.0 37.4 28.1 65.5 0.0 0.0 26.67 26.67 0.00 Bx8x1/4 D-5 2340.0 37.4 28.1 65.5 0.0 0.0 26.67 26.67 0.00 8x8x1/4 D-6 2340.0 37.4 28.1 65.5 0.0 0.0 26.67 26.67 0.00 8x8x1/4 D-7 2340.0 37.4 28.1 65.5 0.0 0.0 26.67 26.67 0.00 8x8x1/4 D-8 2340.0 37.4 28.1 65.5 0.0 0.0 26.67 26.67 0.00 8x8x1/4 D-9 2340.0 37.4 28.1 65.5 0.0 0.0 26.67 26.67 0.00 BXBX1/4 D-10 2340.0 37.4 28.1 65.5 0.0 0.0 26.67 26.67 0.00 Bx8x114 p-11 2340.0 37.4 28.1 65.5 0.0 0.0 26.67 26.67 0.00 BxBx1/4 E-3 2340.0 37.4 28.1 65.5 0.0 0.0 25.42 25.42 0.00 8x8x1/4 E-4 2340.0 37.4 28.1 65.5 0.0 0.0 25.42 25.42 0.00 8x8x1/4 E-5 2340.0 37.4 28.1 65.5 0.0 0.0 25.42 25.42 0.00 8x8x1/4 E-6 2340.0 37.4 28.1 65.5 0.0 0.0 25.42 25.42 0.00 8x8x1/4 E_7 2340.0 37.4 28.1 65.5 0.0 0.0 25.42 25.42 0.00 Bx8x1/4 E-8 2340.0 37.4 28.1 65.5 0.0 0.0 25.42 25.42 0.00 Bx8x1/4 E-9 2340.0 37.4 28.1 65.5 0.0 0.0 25.42 25.42 0.00 8x8x1/4 E-10 2340.0 37.4 28.1 65.5 1 0.0 0.0 25.42 25.42 0.00 Bx8x1/4 E-11 2340.0 37.4 28.1 65.5 0.0 0.0 25.42 25.42 0.00 8x8x1/4 F-3 2340.0 37.4 28.1 65.5 0.0 0.0 24.17 24.17 0.00 Bx8x1/4 F-4 2340.0 37.4 28.1 65.5 0.0 0.0 24.17 24.17 0.00 8xBx1/4 F-5 2340.0 37.4 28.1 65.5 0.0 0.0 24.17 24.17 0.00 8x8x1/4 F-6 2340.0 37.4 28.1 65.5 0.0 0.0 24.17 24.17 0.00 8x8x1/4 F-7 2340.0 37.4 28.1 65.5 0.0 0.0 24.17 24.17 0.00 F-8 2340.0 37.4 28.1 65.5 0.0 0.0 Bx8x1/4 24.17 24.17 0.00 8x8x1/4 F-9 2340.0 37.4 28.1 65.5 0.0 0.0 24.17 24.17 0.00 6x8x114 F-10 2340.0 37.4 28.1 65.5 0.01 0.0 24.17 24.17 0.00 Bx8x1/4 F-11 2340.0 37.4 28.1 65.51 0.0 0.0 24.11 24.17 0.00 8xBx1/4 NOTES: 19 Includes mezanine contributions. 2. Need to include frame moment. 3. Min. sections selected using,combined bending/aAal load analysis. See ASD Equations H1-1, H1-2 and sample spreadsheet —'— _—combined Stress Analysis(Sam'sWind Column Design) 70. TS10x1O 1/ w SAMPLE SpREADSHEET • H U N T & J 0 1 N E R, I N C. Vu'Uhl......DATE��..�`i.(�..�....... C O N S U L T I N G ENGINEER S SHEETNO.4..G......OF................. o� 1� CHKD. BY ....c........,.. DATE ......................... 1625 MARKET CENTER BOULEVARD •SUITE 620 • DALLAS, TEXAS 75207 PROJECT NO.............`.................... 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I ........................ .......... ........... I .... I ...... � I ..... ...................... .." ............. .............. ............................. .......... ...... 1.1- .................... I .......... — LIQUOR- WtIW(, I Tu I rT-- 4 9�lwl) To ,T A (� w jE rz c4 1 rP — I T*Zj- CWL-"4 14 T-b A q I- A(vcs-1 P'u uc el 1 lrzT A,7--4 .4 70 A q- 4 4 , Tr-, e,!IZT= 1 4 i i n K. ELLISON' SAM'S - SANFORD, FL Masonry Wall Analysis Maximum Unbraced Parapet Height Wall type (s or c) _ SHEET NO. 3M PROJECT NO. 01198 Wind Pressure (psf) _�, Unif. Load (Ib/ft) = 41.7 Mmax (k-ft) = 0.814453 Ste�ecl fs (ksi) = 25.65 FS (ksi) = 32.00 OK fb (psi) = 450.30 Fb (psi) = 666.67 OK Parapet Amax (in) = 0.45 Wall Amax (in) = 0.010895 U150 (in) = 0.50 U600 (in) =1 0.13 OK OK 7- ------- -- - - - - .-.. I - .--I H U N T & J 0 1 N E R I N C. cf C 0 N S U L T I N G E N G I N E E R S SHEET NO.A..t.l... OF ................. ...... DATE .... I... (11 1 --1 ......... DATE.- ....... .............. 1825 MARKET CENTER BOULEVARD - SUITE 620 - DALLAS, TEXAS 75207 PROJECT NO.. .......... ................ CHKD. BY ....... PROJECT .... .......... ....... .. .......... ....... .. . . .............. ......... ............................................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . NA 16 fl o vc( ZjqjT f � A TIF"-W OV I- P UT f`YL /")j NE oa, ua,t-O rl<>b -7 r- r —f. (Tyl K. ELLISON SAM'S - SANFORD, FL Masonry Wall Analysis SHEET NO. 5M PROJECT NO. 01198 fs (ksi) = 31.49 F. (ksi) = 32.00 Nw fb (psi) Fb (PSO = 666.67, a'ON I - ' N a-, Parapet A,a), (in) = N/A Wall A,,, (in) = 0.000 U150 (in) = N/A L/360 (in) =10.97 fa (Psi)= 13.21 Fa (PSi)= 106.11 I OK OK N/A OK O.K. fa/Fa + fb/Fb= 1.23 O.K. SHEET NO. 6M PROJECT NO. 01198 fs (ksi) = 25.76 FS (ksi) = 32.00 OK fb (psi) = 542.29 Fb (psi) = 666.67 .mfledn Parapet A,,, (in) = N/A Wall Amax (in) = 0.000 U150 (in) = N/A U360 (in) = 0.97 % (psi)=l 13.21 Fa (psi)= . 106.11 OK N/A OK O.K. fj,, + fb/Fb=1 1.21 O.K. 4 /1 � I — 6G� 4b DU 4 - _ PROGRAM . General Frame Analysis v2.05 PACE NO. 1 11.111E ix rc;4 - r 1111. . TTlA^ -I- T= � " c% n Q _ A r% _ A 1i 11 (:n-I 111'1L' 111U U Ul 1:! 1 V . -2V 2J G V V l �-r-M_ r.-rz v-c r T TAT i 7i I 4 Tn 0 ATn 9 ' NJ V111� 11µ11 1'llt(_l12'V 1J V VL lYV • . 1 OneYYl11U lilt L N O D A L I N F O R M A T I O N NODE NODAL COORDINATES SUPPORT CONDITIONS r.0 X Y CODE DX STIFF PY S`T'TFF M STIFF �, 1, a T s i �. a i i s l Units Ft Ft K ;In K /In K -In /Deg n nnn n nnr, u 2 G.vvv 14.670 n 3 n _ nnn 77 .2qn Fd E L E M E N T I N F O R M A T I O N ELEM NE PE ELEM BETA PROP ELEM NE PE NQ NC/17F NC?T P T,r.N(,TT'T ANY' T,F. TY R TYPF TiTMr,P HTNC,R TTn i t q • Ft- T?tmcs 1 1 2 14.670 90.00 .i. BEAM 3 1%_6%n gn.nn 1 RrAM P R O P E R T Y I N F O R M A T I O N -DROP SECTION Tc^r NAME MC)T)TTT,T T..' AR r A T ---'------ TTni t-c V /Tn 7 Tn7 Tnd Ft I TIR-a s.o nr_ . T17 -� i i I R � � rt n `} C C ") '�'7 -17 1 1'141JV111� 11 (.111 I..VVJ JJ •L LL./ E L• E M E N T L• 0 A D I N F 0 R M A T T 0 N REC LOAD LOAD LOAD DIST NO CASE TYPE SYS SPEC DIST' PX PY M -------------------------------------------------------------------------------- LTnits Ft K /Ft K /Ft Ft-K /Ft r'ic - r, r 4 r. F 4 r.r, TnTT L �..J 4L 1t.J41 Vll • IIL 'i Elefienu List 1-2 i�T ri rT<Af' R n _ nn V 7 nn 11 i v v n_n_4 n__nn n :ilc n nn vvz vvv r,_no A a P_P._C}G'P, AR? rpnPrnl PrnmP final 1 gi ir? 01; PA(zF. NO, 9 Tx, ,r.t c• Tn4 -__ Tr. 111L11L M UV111G1 lllC. _ TTlilZL' 1Ll'11:j mi.,, T„Z . 111U ULLl t f'1 _ n A "1 C1 f\'1 -L.;,lU .YV .'SZ GV Vl �4 Masonry �vw"' e'lnal[rci cJOB NO. V 11C ►� 111\1 V 11 l., ------- - N O D A L D I S P L A C E M E N T S NODE LOAD TlTn rrnMD 1vv �.va•au nv 1./ta LV 1D nrrATT.^.TT �v LLil ivlr --------- TT— n Tr T" n-- V111 V V • 111 111 LV� orlitf'Q 9 't n n Y el -A C'Tr \. Vl'L✓ 1 . 1 . VV 11 Vr�V L'J y - 7 n 1 1 n nnnn V. V V V V rt nnnn V• V V V V _n Q fv7 V. V G V/ 2 0000 0.1779 n_nnnn n_nnnn n_3gan -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- E L E M E N T R E P O R T S ELEM LOAD NODE SIGN CONVENTION : BEAM DESIGNERS TVtI (It"WR Td^ AXTAT, RTTP..AR M(Nr7F.i$`T' MAX MC}Mi')T+'RTi TiT�"`e' TTn i t- c K K K - Ri- K -'Pt / Tr. Ft LOAD COMBINATIONS: Ct�P�'R E 1 nn X rA-R nnnn n 1)-20C V. G J V V nnnn V.V V V V n Le'7jf V. V V G V C '7 '7 , J./ G ` A nnnn V• V V V V -n ')'7-11 V. J J 1 _n GGC© V J V V J _n cocc V. V V V V G ,4-t V Z 1 i 2 i 2 u.i,()GO 0.3413 -0.9869 0.4100 8.19 1 n nnnn -� 1R49 n nnnn -n_2r,3A ?_nq R E A C T I O N S NODE LOAD TT— +- n v V i LOAD COMBINATIONS: _`rivi n i. _ i_ n n X ( "_r'%q i 1 1 V• G J V V n nnnn V• V V V V A nnnn V. V V V V n nnnn n nnnn V• V V V V ti nT)n(�4TT1� v') nG nAf'V TITO 7 i t)n( 1'Q AN V l..11lrl µl 1' 1 VL�ll\.. L'i11 VL12'T �711J V L • V J l l7V l:J iV V J iYnY M. .Tr,% nnr Trnr, TTTJfR �Mhii .711l -G 1 i2 : 40 : d 4 200 Masonry Tllall rt- r. TRT 4 - N !1 ' - {- viler \\lllu vii �. ----- R E A C T I 0 N S NODE LOAD NO COMB PA Y I 1"lO1�lE1V 1 _n yonn n nnnn n nnnn J l V• V Z V• V V V- V• V V V V -# G 4-5'' o 0 ------------------======------------------------------------- P_P._ONOM _ General Frame Analysis si s v2.05 PAGE: NO- "! Hunt (X joiner, llll.. 1 1+'1E 111U V U1 1 J 1 V 21 ..J V 2001 -'R l Mac�rMr v3M? Analysis j0f ,`TLC. 1 l V11G Wind Girt N O D P_ L I N F O RA A T I O N NODE NODAL COORDINATES SUPPORT CONDITIONS NO x i CODE PX STIFF 11' i" i i STIFF 11 1 +'3 STIFF 11 1' Units • 1'l. Ft 1\ / 111 1\ / 111 1\ 11 / t.y. 0_000 0.000 N 2 0, 0Cc � e 670 u G V V V V 1Z • V/ V 11 J 0.000 29.170 H ELEMENT INFORMATALOIN ELEM NE PE ELEM BETA PROP ELEM NE PE NO NODE NODE LENGTH ANGLE TYPE TYPE HINGE HINGE ------ Units . Ft Deg 2 z 4 670 cn nn rt BEAM y 1 1Z . V � V J V . V V 1 BEAM 2 t 3 7A 500 nn nn y BEAM G G J 1Z • JVV JV . VV L1:117+'+ P R O P E R T Y I N F O R M A T I O N PROP SECTION IO NAME MODULUS AREA I DIS1 Units ; K /In ? Tn2 In4 Ft 1 Masonry W(.i11 1 . Zl.. V V J 55.2 22.7 E L E M E N T L O A D I N F O R M A T I O N REC LOAD LOAD LOAD DIST NO CASE TYPE eve SPEC DIST PY PY M � V �.1"1U i]' TYPE 1 J.:1 U l U U 1 +.:� \.. L 1 V 1 1 - + Units 'GAF' V` /1G 1- V /F .F K /tom+- 1' 1. 1 / 1' l.. 1\ / 1' l� L' lr - 1�. / 1' lr Description WL .. Element List 1-2 y y UNIF rr n FRAC B h h n n hit n n n n n n UNIF i� v+.lv r l�r-1�. v v v � v v z v v v v v v rt n E i.00 0.04 0.&0 0.00 s_. . . I I .- . - ...._ 2 fAl PROGRAM General Frame Analysis v2.05 PAGE NO. 2 T T L. T^ ^'' T„ -I ?S '1 [? R 1 6 "t n ,A f% -7 TS„ » #- ^ -r.� � » .� -,.. T » Tff, -ro -, a 1111. . 1 L L'I. J . 1 11 U V U y .i J 1. . Z .1 .✓ y 4 V V y Riuc+r.r+-.^�r12' T7a-� t T T 'I c* UV11Ilµyy ri11(Ay YTU1U v:iu 'KT i -- € lJi1C YY.Li1u GII tt N O D A L D I S P L• A C E M E N T S NODE LOAD NO COMB DX DY ROTATION TJnits In In Dea LOATi COMB 1 1.00 X LASE 1 n_nnnn n.nnnn -n_74A^ L 1 A nnnn V. V V V V n nnnn V V V V V n n-1 co V• V y V J 7 n nnnn n nnnn n '70(:o E L E M E N T R E P O R T S , ' ELEM LOAD NODE SIGN COM7ENTION : BEAM DESIGNERS A� (� !"l1RRn 1ITl1 T V T T T (71 V T T) RR(ZRRE"m RRT V RR(1RR ! T\'C� IIT Tl T C, T \.Vl•11J L\V L`1L�1t1L J11l:tL�1\ 1.1V1•11:1141 1'1!1{1 1.1V1'1�L1'J 1'L LyJ1 1 Units K K K -Ft K -Ft /In Ft T nATI ("nm-0 TATA rPTnATO 1Jvl'al./ V Vl'1L 11Yi'a 1 y Vl\ V \.V3"1L 1 • 1• V V la VnVL y 1 1 1 V VVVV 0.2303 V.UVVV 0.6358 5.52 n nnnn -n_3q,c -1.1npq -n.E;44a F_?1 ` t '? y 4 n nnnn V• V V V V n '1'700 V. -,WV 1 1 n00 y.- V V J n, l7 i G O n0 ✓ A nnnn V. V V V V V. 4 4 J V n nnnn V• V V V V _n �;�Gn .V ✓✓✓ V 0 n-1 V.� 1- --------- R E A C T I O N S NODE LOAD NO COMB PX Y Z MOMENT Units K K K -Ft T ��TTI !'s~--TATAIPTnAT0 - ivraL \.Vl's1�11Yra1 yvl�., . �vARB i i n n X (,ACV i 1 1 -V.G3V3 V . uuuu VVVVV 1 0_7603 n_nnnn �i e + FROGRAY, Ge-nerai Frame Anal. v2_C5 PAGE NC_ 3 'U, , - R- -r o 4 1.t LA (X u ..,er, Lnc 111'1L'1 . LIAU UU.L 1J .LV .Z1 J1 'Cr VV1 -� Masonry W-11 L�>+1uiy J1V lJ V_0✓ i`1V • • 1 �InC W�nY {v�rty --- -- R E A r T I 0 N c NODE LOAD T%T%i c0 M, pY PY Mt?M W_, 3 1-0.2258 V VVVU 0.0000 i SHEET NO. 13M PROJECT NO. 01198 r fs (ksi) = 7 25.76 FS (ksi) = 32.00 OK fb (Psi) = 542.29 Fb (psi) = 666.67 OK Parapet OR,a)( (in) = N/A Wall Om (in) = 0.000 U150 (in) = N/A U360 (in) = 0.97 N/A OK I t K. ELLISON SHEET NO. 14M SAM'S — SANFORD, FL PROJECT NO. 01198 HUNT & JOINER, I N C . CONSULTING ENGIN EERS 1825 MARKET CENTER BOULEVARD' SUITE 620' DALLAS, TEXAS 75207 MASONRY WALL DESIGN, cont, • CHECK SHEAR WALLS: • ASSUME 8" CMU REINFORCED w/ 146 @ 48" OC. • IN -PLANE SHEAR AREA = 40.5 in2/ft = t 0 'M "NI'll 1-1, OUR, WE 1,�, 162200 2 147225 12 162200 � 4 2 z s 1 14 V 14 33278 �Q -�-� 1 ,1 � � � � Z �'� �, B 108750 41 ' , U � ['ij . S Or C.5 18663 =" 7, 4 D.3 18663 4 G 108750 G i 01 , �1> 1 • NOTES: 1. MAX. FORCE IN WALL DUE TO WIND/SEISMIC. 2. F = 1 4— h f for h < 1— -- 80 — 45 h max. " 3 d m d d =1 fm for d >_ 1- += 35 max. .-.GROUT SPACING @ 48" OC IN 8" CMU IS OK K. ELLISON SHEET NO. 15M SAM'S - SANFORD, FL PROJECT NO. 01198 �- HUNT & JOINER, INC. C O N S U L T I N G E N G I N E E R S 1825 MARKET CENTER BOULEVARD ' SUITE 620 - DALLAS, TEXAS 75207 MASONRY WALL DESIGN, cont.- DESIGN OF MASONRY LINTELS • MASONRY WALLS SERVE AS LATERAL LOAD -RESISTING SHEAR WALLS AND THEREFORE CARRY NO ROOF LOAD. ALL LINTELS ARE ALSO DESIGNED ASSUMING ARCHING ACTION OCCURS REGARDING THE CMU DEAD WEIGHT ABOVE THE LINTEL. w • CLEAR SPAN UP TO 4'-0": 45' DEAD WEIGHT OF 8" CMU REINF. @ 48" OC = 50 psf. 50(2) =100 plf = LOAD @ CENTER OF ARCH W='h(2)100(2) = 200 lb DL. 4'-O" MR,� = WI/6 = 200(4)1/6 = 133.3 Ib-ft. 6 LINTEL IS 8" CMU w/ 146 BOTTOM d=8-3.5=4.5" A=.44in2 b = 7.625" s A9 .44 ES = 29000 ksi p = .0128 bd 7.625(4.5) E1t = 900(1500) =1350 ksi Pn = .275 n=E =21.48 k= (pny+2pn-pn=.516 m j=1-3=0.83 o CHECK STEEL STRESS _ M _ .133(12) = 97 ksi f S AS jd .44(.83)4.5 FS = 24 ksi ok o CHECK MASONRY STRESS _ 2M _ 2(133.3)12 = 48 psi f b bd 2 jk 7.625(4.52 ).83(.516) Fb 3 fm 3 (1500) = 500 psi ok • CLEAR SPAN UP TO 8'-0": DEAD WEIGHT OF 8" CMU REINF. @ 48" OC = 50 psf. 50(4) = 200 plf = LOAD @ CENTER OF ARCH - - W=1h(4)200(2) = 800 lb DL. 1 Mm = WI/6 = 800(8)1/6 = 1067 lb-ft. = 1.1 k-ft E ` K. ELLISON SAM'S — SANFORD, FL o LINTEL IS 8" CMU w/ 1-#6 BOTTOM d = 16 — 3.5 = 12.5" b = 7.625" ES = 29000 ksi E,n = 900(1500) =1350 ksi n =ES = 21.48 E,,, SHEET NO. 16M PROJECT NO. 01198 AS = .44 in 2 _ AS _ .44 .0046 'obd 7.625(12.5) pn = .099 k= (pny+2pn—pn=.357 j=1-3 =0.88 o CHECK STEEL STRESS _ M _ 1.1(12) = 2.7 ksi S AS jd .44(.88)12.5 FS = 24 ksi —� ok o CHECK MASONRY STRESS _ 2M _ 2(1067)12 68 si f b bd 2 jk 7.625(12.52 ).88(.357) p Fb 3 fn 3 (1500) = 500 psi ok • CLEAR SPAN UP TO 12'-8": DEAD WEIGHT OF 8" CMU REINF, 0 48" OC = 50 psf. 50(6.33) = 317 plf = LOAD @ CENTER OF ARCH W='h(6.33)317(2) = 2007 lb DL. M,,,� = WI/6 = 2007(12.33)1/6 = 4238 lb-ft. = 4.3 k-ft. o LINTEL IS 8" CMU w/ 1-#6 BOTTOM AS = .44 in 2 AS _ .44 = .0028 p bd 7.625(20.5) pn = .0605 k= (pny+2pn—pn=.293 j=1-3 =0.90 o CHECK STEEL STRESS _ M _ 4.3(12) = 6.4 ksi fs AS jd .44(.90)20.5 FS = 24 ksi ok o CHECK MASONRY STRESS _ 2M _ 2(4328)12 = 60 psi f b bd 2 jk 7.625(20.52 ).9(.293) Fb 3 fn 3 (1500) = 500 psi ok d = 24 — 3.5 = 20.5" b = 7.625" ES = 29000 ksi E,n = 900(1500) =1350 ksi ES n= =21.48 E,n I K. ELLISON SHEET NO. 17M SAM'S — SANFORD, FL PROJECT NO. 01198 • DESIGN OF MASONRY JAMBS JAMBS ARE DESIGNED AS MASONRY COLUMNS TO TAKE THE AXIAL LOAD REACTIONS FROM THE MASONRY LINTELS. • OPENING UP TO 4'-0": o FROM LINTEL DESIGN, REACTION = W/2 = 100 lb DL h _ 12' (max .) r = 1.62" h'—12(12) = 89 r 1.62 fm =1500 psi Ae = 8(8) = 64 in AS = 2(.44) = .88 in FS, = .4(60000) = 24 ksi h, fj o ALLOWABLE AXIAL LOAD = Pa = [25fmAe +0.65ASF,, 1— 140r _ [.25(1.500)64 + 0.65(.88)24 1— 89 f 40 = 22.5' > 0.1k ok OPENING UP TO 8'-0": o FROM LINTEL DESIGN, REACTION = W/2 = 400 lb DL Ae = 8(16) =128 in2 AS = 4(.44) =1.76 in 2 Pa = [.25(1.5)128 +.65(1.76)241596 = 45k > .4k - ok • OPENING UP TO 12'-8": o FROM LINTEL DESIGN, REACTION = 2007 lb DL AQ = 8(24) =192 in AS = 6(.44) = 2.64 in 2 PQ = [.25(1.5)192+.65(2.64)241596 = 67k > 2' -4 ok L _. K. ELLISON SHEET NO. 1MEZZ SAM'S - SANFORD, FL PROJECT NO. 01198 HUNT & JOINER, I N C . ' CONSULTINGENGINEERS 1825 MARKET CENTER BOULEVARD' SUITE 620' DALLAS, TEXAS 75207 MEZZANINE DESIGN • RECEIVING OFFICE MEZZANINE LL = 125 PSF (STORAGE) DL = 50 PSF • JOIST SPACING =2'-0" 125(2) = 250 PLF 50(2) = 100 PLF TULL = 350/250 SPAN = 14'-1" USE 12K1 (w/ 21/2" SEATS) • BEAM (LONG WAY) SPAN = 23'-2" POINT LOADS = 250(14'-1")1/2 = 1.8' LL = 10004'-1")1/2 = .71k DL USE W 16X31 • BEAM (SHORT WAIF SPAN = 14.08' LL = 125 PLF DL = 50 PLF USE W 12X16 • FRONT MEZZANINE LL = 70 PSF (OFFICE) DL = 50 PSF • JOIST SPACING = 2'-0" 70(2) = 140 PLF 50(2) = 100 PLF TULL = 240/140 SPAN = 21'-10" (MAX) USE 16K2 BEAM (LONG SPAN) SPAN = 30'-0" (MAX) POINT LOADS = 140(21.83)1/2 = 1528 LB = 1.53' LL = 100(21.83)1/2 = 1092 LB = 1.1k DL ADD 1.6k TO 1ST TWO JOISTS FOR SAFE LOADS USE W21X44 • BEAM (MEDIUM SPAN) ( SPAN = 21-3 1/2" (MAX) POINT LOADS = 140(21.83)1/2 = 1528 LB = 1.53k LL :i K. ELLISON SHEET NO. 21VIEZZ SAM'S - SANFORD, FL PROJECT NO. 01198 = 100(21.83)1/2 = 1092 LB = 1.1k DL USE W16X31 • BEAM (SHORT SPAN) SPAN = 10'-0" (MAX) POINT LOADS = 140(21.83)1/2 = 1528 LB = 1.53k LL = 100(21.83)1/2 = 1092 LB = 1.1k DL USE W12X16 • BEAM (PARALLEL w/ JOISTS) SPAN = 21'-10" (MAX) LL = 70(2) = 140 PLF DL = 50(2) = 100 PLF ADD 4k POINT LOAD AT MID -SPAN TO ACCOUNT FOR ANY EXTRA LOADING DUE TO FRAMING AT OPENINGS. USE W12X19 RAMSBEAM V2.0 - Gravity Beam Design Licensed to: Hunt & Joiner, Inc. I Job: Receiving Mezzanine SPAN INFORMATION: Long Span Beam Size (User Selected) = W16X31 `- Total Beam Length (ft) = 23.17 Top Flange Not Braced By Decking LOADS: Self Weight = 0.031 k/ft Point Loads (kips): Dist DL Pre DL LL 1.58 0.71 0.00 1.80 3.58 0.71 0.00 1.80 5.58 0.71 0.00 1.80 7.58 0.71 0.00 1.80 9.58 0.71 0.00 1.80 11.58 0.71 0.00 1.80 13.58 0.71 0.00 1.80 15.58 0.71 0.00 1.80 17.58 0.71 0.00 1.80 19.58 0.71 0.00 1.80 21.58 0.71 0.00 1.80 Steel Code: AISC 9th Ed. Fy = 50.0 ksi Flange Bracing Top Bottom Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes SHEAR: Max V (kips) = 14.17 fv (ksi) = 3.43 Fv = 19.69 MOMENTS: Span Cond Moment kip-ft Center Max + 86.7 Controlling 86.7 REACTIONS (kips): DL reaction Max + LL reaction Max + total reaction "�'sFLECTIONS : - Dead load (in) Live load (in) Total load (in) @ Lb Cb Tension Flange ft ft fb Fb 11.6 2.0 1.00 22.05 33.00 11.6 2.0 1.00 22.05 33.00 Left Right 4.27 4.26 9.90 9.90 14.17 14.16 at 11.58 ft = -0.230 L/D = at 11.58 ft = -0.537 L/D = at 11.58 ft = -0.767 L/D = Comp Flange fb Fb 22.05 33.00 1208 518 363 I RAMSBEAM V2.0 - Gravity Beam Design Licensed to: Hunt & Joiner, Inc. ,Job: Receiving Mezzanine Steel Code: AISC 9th Ed. SPAN INFORMATION: Short Span Beam Size (User Selected) = W12X16 Fy = 50.0 ksi Total Beam Length (ft) = 14.13 Top Flange Braced By Decking LOADS: Self Weight = 0.016 k/ft Line Loads (k/ft): Distl Dist2 DL1 DL2 Pre DL1 Pre DL2 LL1 0.00 14.12 0.050 0.050 0.000 0.000 0.125 SHEAR: Max V (kips) = 1.35 fv (ksi) = 0.51 Fv = 20.00 MOMENTS: Span Cond Moment kip-ft Center Max + 4.8 Controlling 4.8 REACTIONS (kips): DL reaction Max + LL reaction Max + total reaction DEFLECTIONS: Dead load (in) at Live load (in) at Total load (in) at @ Lb Cb Tension Flange ft ft fb Fb 7.1 0.0 1.00 3.34 33.00 7.1 0.0 1.00 3.34 33.00 Left Right 0.47 0.47 0"88 0.88 1.35 1.35 7.06 ft = -0.020 7.06 ft = -0.037 7.06 ft = -0.057 LL2 0.125 Comp Flange fb Fb 3.34 33.00 L/D = 8561 L/D = 4522 L/D = 2959 RAMSBEAM V2.0 - Gravity Beam Design Licensed to: Hunt & Joiner, Inc. Job: Front Mezzanine SPAN INFORMATION: Long Span Beam Size (User Selected) = W21X44 Total Seam Length (ft) = 30.00 Top Flange Not Braced By Decking LOADS: Self Weight = 0.044 k/ft Point Loads (kips): Dist DL Pre DL LL 2.00 2.70 0.00 1.53 4.00 2.70 0.00 1.53 6.00 1.10 0.00 1.53 8.00 1.10 0.00 1.53 10.00 1.10 0.00 1.53 12.00 1.10 0.00 1.53 14.00 1.10 0.00 1.53 16.00 1.10 0.00 1.53 18.00 1.10 0.00 1.53 20.00 1.10 0.00 1.53 22.00 1.10 0.00 1.53 24.00 1.10 0.00 1.53 26.00 1.10 0.00 1.53 28.00 1.10 0.00 1.53 Steel Code: RISC 9th Ed. Fy = 50.0 ksi Flange Bracing Top Bottom Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes SHEAR: Max V (kips) = 21.95 fv (ksi) = 3.17 Fv = 19.03 MOMENTS: Span Cond Moment kip-ft Center Max + 157.4 Controlling 157.4 REACTIONS (kips): DL reaction Max + LL reaction Max + total reaction DEFLECTIONS: Dead load (in) Live load (in) Total load (in) @ Lb Cb Tension Flange Comp Flange ft ft fb Fb fb Fb 14.0 2.0 1.00 23.14 33.00 23.14 3.3.00 14.0 2.0 1.00 23.14 33.00 --- --- Left Right 11.24 8.68 10.71 10.71 21.95 19.39 at 14.85 ft = -0.479 L/D = 751 at 15.00 ft = -0.568 L/D = 634 at 15.00 ft = -1.047 L/D = 344 RAMSBEAM V2.0 - Gravity Beam Design Licensed to: Hunt & Joiner, Inc. aob: Front Mezzanine SPAN INFORMATION: Medium Span Beam Size (User Selected) = W16X31 Total Beam Length (ft) = 21.29 ;'.. 1 Top Flange ! Not Braced By Decking LOADS: Self Weight = 0.031 k/ft Point Loads (kips): Dist DL Pre DL LL 2.00 1.10 0.00 1.53 4.00 1.10 0.00 1.53 6.00 1.10 0.00 1.53 8.00 1.10 0.00 1.53 •10.00 1.10 0.00 1.53 12.00 1.10 0.00 1.53 14.00 1.10 0.00 1.53 16.00 1.10 0.00 1.53 18.00 1.10 0.00 1.53 20.00 1.10 0.00 1.53 Steel Code: AISC 9th Ed. Fy = 50.0 ksi Flange Bracing Top Bottom Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes SHEAR: Max V (kips) = 13.92 fv (ksi) = 3.37 Fv = 19.69 MOMENTS: Span Cond Moment kip-ft Center Max + 76.3 Controlling 76.3 REACTIONS (kips): DL reaction Max + LL reaction Max + total reaction FLECTIONS: 1 Dead load (in) Live load (in) Total load (in) @ Lb Cb Tension Flange Comp Flange ft ft fb Fb fb Fb 10.0 2.0 1.00 19.39 33.00 19.39 33.00 10.0 2.0 1.00 19.39 33.00 --- --- Left Right 5.65 6.01 7.39 7.91 13.04 13.92 at 10.64 ft = -0.246 L/D = 1037 at 10.64 ft = -0.324 L/D = 787 at 10.64 ft = -0.571 L/D = 447 RAMSBEAM V2.0 - Gravity Beam Design Licens--d to: Hunt & Joiner, Inc. b F r --t Mezzanine Steel Code: AISC 9th Ed. JV SPAN INFORMATION: Short Span Beam Size (User Selected) = W12X16 Fy = 50.0 ksi i Total Beam Length (ft) = By 10.00 Decking Top Flange Not Braced LOADS: Self Weight = 0.016 k/ft Point Loads (kips): Flange Bracing Dist DL Pre DL LL Top Bottom 2.00 1.10 0.00 1.53 Yes Yes 4.00 1.10 0.00 1.53 Yes Yes 6.00 1.10 0.00 1.53 Yes Yes 8.00 1.10 0.00 1.53 Yes Yes SHEAR: Max V (kips) = 5.34 fv (ksi) = 2.02 Fv = 20.00 MOMENTS: Span Cond Moment kip-ft Center Max + 16.0 Controlling 16.0 REACTIONS (kips): DL reaction Max + LL reaction Max + total reaction DEFLECTIONS: Dead load (in) at Live load (in) at Total load (in) at @ Lb Cb Tension Flange Comp Flange ft ft fb Fb fb Fb 4.0 2.0 1.00 11.21 33.00 11.21 33.00 5.0 2.0 1.00 11.21 33.00 --- --- Left Right 2.28 2.28 3.06 3.06 5.34 5.34 5.00 ft = -0.041 L/D = 2906 5.00 ft = -0.056 L/D = 2152 5.00 ft = -0.097 L/D = 1236 RAMSBEAM V2.0 - Gravity Beam Design Licensed to: Hunt & Joiner, Inc. fob Front Mezzanine Steel Code: AISC 9th Ed. SPAN INFORMATION: Par. w/ joists Beam Size (User Selected) = W12X19 Fy = 50-0 ksi _ Total Beam Length (ft) = 21.83 Top Flange Braced By Decking LOADS: Self Weight = 0.019 k/ft Point Loads (kips): Flange Bracing Dist DL Pre DL LL Top Bottom 11.00 4.00 0.00 0.00 Yes Yes Line Loads (k/ft): Distl Dist2 DL1 DL2 Pre DL1 Pre DL2 LL1 0.00 21.83 0.100 0.100 0.000 0.000 0.140 SHEAR: Max V (kips) = 4.84 fv (ksi) = 1.69 Fv = 20.00 MOMENTS: Span Cond Moment kip-ft Center Max + 37.3 Controlling 37.3 REACTIONS (kips): DL reaction Max + LL reaction Max + total reaction DEFLECTIONS: Dead load (in) Live load (in) Total load (in) @ Lb Cb Tension Flange ft ft fb Fb 11.0 0.0 1.00 20.99 33.00 11.0 0.0 1.00 20.99 33.00 Left Right 3.28 3.31 1.53 1.53 4.81 4.84 at 10.91 ft = -0.559 at 10.91 ft = -0.190 at 10.91 ft = -0.748 LL2 0.140 Comp Flange fb Fb 20.99 33.00 L/D = 469 L/D = 1381 L/D = 350 L.- . -- • - --- -. ... _.-_. H U N T & J O I N E R, I N C. o� 0 _ j C 0 N S U L T I N G E G I N E E R S SHEET NO. �.. ...... OE ................. 8.... DATE 1.�.%%..... ! N r CI HKD. BY ................ DATE......................... 1625 MARKET CENTER BOULEVARD • SUITE 620 - DALLAS, TEXAS 75207 PROJECT ...... PROJECT...S........ 7 �( �I . ',.............................:.......................................................................................................................................................... FDv�11`)n"�GN Fu�l��, �tJUN9A-T, 1 01J n Sl �nl P zW� tv-1 e fp-or`1 fi�l�>✓ ;I ��.�o�� SP2 D/GUN7 ! NU a) f ;, , c J�TOP OF 60>J7. Wf-'u FOUi I/�T 2io,2 SPF-'�C rb61-ifu1 > (OUTnuT FI) USE 12,'-U„x I�'U� X �j'''r FUD7!?,/4 F)L w I 10 - r �/f T -, 9 UPLAFT CT 2(o� SP2 'C> tS�oI-"i b' �0!N�fumy iN! f cn USe I00X ID-0X Z I of L (Du`Poi FL w 1 t o vw I T4g IL upU-FT • �X� I� t G'r� S Ft. i Ii ? ' r75 d •f > Svy PUt�`1 t ri C (,l! N (� C U �vr; t`I S iiS S! U ` �t S �C�'' x ( A r 6x)�' yw 1,11 " Ut {;CIF: _ ,.rat` 711P . `5S l7b.S) = tL URA F 1 Ex lEoo c.- S/Ki faGt. Pbb'7 14 S (UuiPui" F4 USE =U` ci"t' , X. 4 F-uon a, S06;(3G - Z1,gl� UPLAFT �(iJ � 'J E F ) U �Z PL 00 up lei FT - �' - �'` UXT, 11 H U N T & J 0 I N E R, I N C. ..... DATE :7.I?o.�,—�...... C O N S U L T I N G E N G I N E E R S SHEET NO. ......F...... OF ................. 9(6 CHKD. BY ................ DATE ................... ...._ 1825 MARKET CENTER BOULEVARD • SUITE 620 • DALLAS, TEXAS 75207 PROJECT NO..�'. �. ................... PROJECT.. S%f .:S....... >rS� -. .i.....�'................................................................................................................................................................. ............... ............................................................................................................................................................................ ............................... 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A -I (: `'-A Ajr�[)I2 -, PROJECT ............................. ........ ....r....;.....r..................... ....... ................................. ..... ..... .......... ................,................................,................................................. ............................................................................................................................................................... .............................................................................. �O�' Nr � D�LS I � n/ GoniT, - Ki x r14 r Y"Z Bf t-� li FW I /v Ill` v' 2- �n/A1A I Pb (ri of � Tut Au f. m-coIpALu AjuAL. fyA'Q (.L H x (OUT l UT F�i ) x 50 C-.-I 4 ZA� 4 4,�;) �4 = �U ,� r_ D L NIASow:1,I TVe(t . h() AL U, A:0 f L USE -U' 1?' 0 _xl -q' Fov71N�, P�'b Ear (- 1 �j Ott 4 H U N T & J 0 1 N E R I N C. X -� St)i'j IZv� O I CONSULTING ENGINEERS SHEET NO. y... ...... OF ........................DATE 7..1............ I (� I ! CHKD. BY ................ DATE......................... E1825 MARKET CENTER BOULEVARD • SUITE 620 • DALLAS, TEXAS 75207 PROJECT NO.......:.......................... PROJECT................................................................................................................................................................................. .... ....... ..... ......I............. . ..................................... .......... ......... ......... .. ........... ... .... .................................................... j N 9 H"I 1 ohi pC< I c, fj ; 6ojg7 , ,. • GvNT l NuouS WAlk Fc)o*!l N'( (DvT-'� WF 6 JSc c6tr; , 2+=�,' � c.�'' f ocrt � 0 6 wlku71 Lr � PROGRAM Spread Footing Design v1 11 PAGE NO. 1 U-'n T..1 .1'i.CA n"11 UULIL, 11 vV111G11 Illy. 11r1L . Ill Uul L.1J.Jl.J7 L-VVI gpr! c - ;anfnH RT, Fl DESIGNED BY; CHECKED BY: OnVOUVIrlu VAP.19TV0 n V c T' V v 11 V 1\ 11 I Y 1 V V 1 1 11 U Y Y u 1 V 11 - FOOTING 1D : Fl PnTT, DATc lAa,, •rnr+ nrnnn r1an, ic1L rltao. - 4Tov L'1 nVpr UT Tlrnnn 1'l\iALLlul 111,00. - li ln, aiUit+,1 - uh -neTic -I,VCll. V1 f11LL1U11 = I wuc"oivu = p+M1. Ln\,n +} 1 1:,� .� vr11LY = Il nvnr+„rn;nrt I. v1u1 Yu1LlLy = 1"u u1141uy - LOAD CASE No. T ruuual = 17UlIle11L G = 7 u = YClL1Cdl = . + 7 _ rrvw%u� u - DM1r,rtnn+]i V 11V114 VU Vu1 Y = 6 = comm DATA r G - T1M1nn;+„ L 1,Lal V, - C'unnuAnn4 nIMA UVnLLnAVL Lnln i , 7 n,:,aran1, ,ul ,Y 1<LLLLu1vuV - ail Am Ylni ruiaL _V _7 A,, Arnn+ _ 1>l u Xuuul uul - "il iu Xuuui,i li l+, _ Code: ACT 318-83 1 nnn 7 IT ^ J . VVV it 1111 L 1Cn nnn Th/v: ^ 1JV.VVV 11LI11 J Cn nnn F ITn ^ VV.VVV /lu 4 A (inn v /D+ V. V v v 1. 11 Y 1, A nnn v /p+ n nnn 17 /L'+ ^9 v.vvv 11 ,IL L V. VVV 31 11 L L U N F A C T U R E D L U A D J 1 N P U T Dan' TMD 1n n.nn 7 'it 0vv A A nnn V. VVV Di- -V 4 U.UUV FL -A A Ann V. VVV r; DRUT) TAM) U.UUU A n nnr r- n nnn D+_v Y.YVV Lu 11 A nnn v v . VVV 11 0.000 A LITV'r T.^krl to -LU V7 O. JA A nnn Ft_F V. VVV U.UVU FL -A T, T uR min DO.UVU A A- Ft -It A nnn +_v V VVV IL 11 17(1 70 nR^TaN CF aP CTBRSSRN^ MMR WA'r WTiuD T^zD u.vvv 7A A nnn VI- -7 V.VYY V U.UVV FL -A WT1u? T,^aD U.UOV A n nnn D+_7 v V V V. 16 11 n^r TT v njg1� rin 1 L - V n;m Tti - Y 1 - Y Offset - m L VIIDCL = u vu DL.uTL 1nATA v ilm. _ n;m PART IUR r,n_AD ;n nnr, 7 v VUV 11 V.vvV P`_Tl 16 AL U.000 FL -A T* n ,. ttc _.nitlla F TAM) U.UUV A n rrn "t-y A nnn 11+_7t V .YVV 11.11 IA AA A 1 7.v Vv 1A nnn TIl 1Z. VVY V n4--' 11 nnn V7 V Arm+ n Al ^ 7 ITn ^1 V Area' n •L A L111Kv11a1V11 = IJ. VVV 1'L TA n1Ga - -v. V1J 1\ I ILL L TA n1.Ga = -V. UJL it /(111 17 r,'— .n;n _ 11 nnn r+ V 1—_ -A n n1C 7 IT, ^1 V Arnn _ n AC1 7 IT, ^'1 L L1111G11a1VL - 1J. UVv 1'L nLGa - -V.v1J 1l /lu 1. -11 nl Ga - -v. VJL It /ILL L �^h; bnnnn _ 14 nnn Tr V Arnn _ Are. n Al 7 IT r 417 Arnn n nCn 7 1Tr ^n 1L1GAll'Gaa - 117. VVV 1L Ta - -V. WI 1\ IiL L TY n1GU - -V.UJ4 1. I1L- L 3n" Press - n A�: !n� "1 Aron _ _n �,� r1T� A _7 Aron _ l a ITu ^^1 _M n An V IT, ^9 AI I— n 1OC v IT, ^n nllvrl. - V.v7J A I ILL L n11Vr1. = v.1Vu 1. /111 4 nnn; nn nnn+rnilnii h,r idn+ TTn14 f+ ITT" +I —; TTI+;m�+n nn n;lsn Y \:V lyu \,VuLl U111,L LI 11\,L vf'—L IV16l vuu V1VIw4V\, Y1,Vl,�ta nnmmnu nmrrT nrnT" !n_�..11,.1 L^ V T..; ,.I nAmmnu mmnrT nnn Tnl' Inaral Iel to a 1—'sI DV11Ur1 alnni] Lnalun Iralallel LU A nAla, DV11Vr1 alnbll JiDolva Ir0.10.11C1 L. I, nAlal mnmarlt 11P crap) = 141 917 Pt-F M mant 1477. Araa_i _ ill R<7 At -F I V Area1 _ •.41 01'7 V* V 1 r7 Arn�l' I A 1 01'r r+ 7 I-n nl Gui - 1l1. UJ1 1L'-it I - a nl Gal = 171. VJI 1'L-1. C+nni Dnn,,;rnA _ C 710 Tn^1 %W4n1 C++nn1 Dnrt,,;rnrt C 710 1u^L Im" 1 u111, \! j VVt.L1 t.l.\j11\,v u - Y.IJJ I1'11u1 UlsL, LU CearUlU = 3.000 111 DLSL. 'S LU 1:C11LLUlU = 3.000 lII 'fc;ninai .Lnarinae Cn 41 n + UL Jr.)Lala a1 }IA i; r A-. LL. LL tit or Bars at ii� nnrn .+ 1G }TI Lala aL Tn. t 1 ACn T,. r +nrn L.7JJ 111. 1,Gll 1.1 i..r h+ Tr Ile taro /.,43 In. Centers _n nnn Tn ranhara 11 C1C Tr n +nrn 1J. VJV 111. 11 Lela L CC7 Tr Par.rare 'Puninai SnaninrTc r.1 urn + UL Tr uL J a1 LL to Dar-s at 1 41 T) .+ 1G r1 Lala aL iit eG dare at ' ACn Tn n + L .7JJ 111. - .LGia A 9AU In PanTnry 7.143 In. Centers T!'. �U 'n. '.G_hore [ Tn heal nrn IJ.UJV 111. \.GliL;,a C tCl -n r'grrnrn nonnnnrA Orn�7 Vnnlinrt nnniRr 111 Y1.JJ 11\VV1\."I . VP,a Yu 1v 6,11y Y\.U1y11 :ri utwr� L ;.i�,` nr T I, OT am 3 uauLvlul 1:u 0 TAUUT1. uV fluvi•vr -Tll, Av. a+uulviiulr a. \rual \,nuu ua. __-____ n n IV t- _ t•. T M !� ^ j TQD STEEL DESIGN (parallel to x Axis) TAD STEEL DESIGN (parallel to -------------- 7. Avis) -^ns.nQ Pt.-° �n,InP. (+7, ,Aria` :inn; Anm:i rnrl - _ C '1]0 Tn �^ "'� :hnnl Anrtnirnr! _ L 1\\. \iLL1L\LL - V.IJJ ^10 Tn '^ (Gti n� 111 L 1'1lY UUU\:1 1\\.'\1Y11\:LL V. IJJ 111 4 )C11LL� UYV\1 S.AAn iII L'ic�. t� r° �rnIn _ .S.AAA Tr TIY i�.ui uYu�iuyu v.: n.l Z....$ G� Ji "4 bars at Rat'Q aF oarsa� IV tutu lC + 1V $0 balm at ACQ Tr rorLore Y.JY7 ill. 1,Z"Lt1b 7 iui Tn r cpttrerg to AA!• Tn ('e n4ern IU.VVV L. tr Gil YG10 t� rr,, - n-_r. ..... 10.00.1 111. 1.Cll6Crs -! Lnsrt:nnn 1 ��%11.U1 U!/4Y1llyU JY $Y DQ1s GL 775 Ra:c at °ua'r3 IU ttu at nl LLr iu fto bars at •nS nt Qrrl mr.�. 1.1.P AAA :ice! of ?'nrr:etm. ) AGO Tr Pcr, nre n-- 'l.7Y7 111. 1.0 111C1� 7 141 Tti r entorc n AAA T rn.,Ie-a l U.VVU 111. tr G it U1 iZ GiG . Gnt C.rC 10.00/ 111. l.Cll 6.C15 i1- ------^ - ------------------------------- nnrip tin nvriru onr--ari Rnoll—no uESiG? v1.Zi 1�ic. :AtTJ i1v. U„r7- r Tn;.in v.. Tnry mT,UT ^._ T I IA 1C. IA.Ar 1nn1 11LL11L Q U0111c1, Iak' 111711 1'11 UU1 LV 1v.V1.VJ LVV1 Oar Fnr� VT - - Jall IUIV 1'u CTnlTnn rnnnv nn i, -- ------ r r' AT ➢ T: T T L' n rt T T V L V 11 Y n 4 1 ✓ 1 v V 1 I V ✓ 11 U 1 V n RnnTTyr Tn H'n MATT"!IAmA uv— unln cUI 'Te ic1ri-L Preen an. r1cJJ. tun, aLrl 1. U—I T)-- VV !!anui�l• Tnnn rAev vn T ✓vn✓ Ynu✓ 11v. I ITerf; T YLLLi. tii - 17lJIlle11L b = n:!1!Tipnf 7 _ • v iii"auil%di n = -nAn PA Cn ATn ^. LAVA✓ YAull 11V. L tr2rri jai = 1'IV uYUL A - Admm�n 'v-.L u - nGTiuiiLai e = 7 _ i nnn 7 %c+ A J. VVV 1\ I1'L L J.JVV " ,I 1�L tm ^L :nnn T_I, lr• ^1 I a.v. vvv .+u,1L J in nnrt r�nn JV. VVV ✓Yy n ir.n V.JvV n nnn T'n I6 "L U.VUV ✓✓(1'1L L ri icnn RL a.vvv aL T AAft 1. VVV n AAA L. VVV 1 �:AA JVv n'An TnAn i✓nu uvnu V 1vV yP V .!t 0.000 R -n n AAA pi n n nnn u.uuu n n nnn 7 V .11V V 11 nrr,n Tnnn unn✓ uvn✓ n Rn1 K A nnn P _7 V . VVV 16 11 n AAA 17`_7 V VVV IL 11 ii.uuu n 1 111 7 Onda- 'P '<.ii!-KQ rnvr➢vmv nmm� YvalYAuau unan VicY _ 1' - ytnnn;f,r _ Y 11U1 L� - UTl 1 - annnt7Ar.r❑ nmmi JUM.11nava ✓nln 1Y 17 lmmAr=n� I'a' 14 yu —L ,v _7 n.,l-aranf ✓ yLLIlLLL 44L = v 7 11, ✓ y44VILL11L - _v n, ,u yuLLua4aaL - T TP,v Triln uLru uvnu d n'l rt P 12.6VV al U.VUU fL-A TTTTv Tnit n Viva uvn✓ n Ann 4f V.VVV _7 16 11 n AAA -1 7 V . VVV L L 11 nnn iTn J. VvV 1, IIll (! 1 rA AAA T'K V 1JV .VVV ✓✓,1L ^J 4rl AAA Y l Tr. ^I n rt,n,n 7 i7= ^i tin TTWIT 11ATA Lvuvraal un an I nnn ,7 7 %Tr "n 1 �. _ . vvv it ( 111 L v n;m n ✓Atli. - I nnn 1V.VVV Ta 111 v nffnnf _ n vtt JYL - n nnn V.VVV nt- 11 9 r:ffnnr _ [1 VILULL -' n nnn V.VVV Pr. 1L n nnn 7 lvt ^n ❑nCv nTAmv DATA V. VVV A I r 6 L ✓nu✓ I✓Ala ✓nan n nnn v %4" ^n v T1;m 7C nnn Tn V•VVV I,(1L L al ✓1LLl. - - 1V VVV In I A(I A P Ict n;m Tc nnn Tn V. vvv " I , , L u -11. iV.VVV Laa 4TATn TriAn n Laru uvnu n nnn 7 L . VVV 11 U.VUU FL-n n AAA — wrtTn Tnnn n AAA -f _7 V. V V. V L L !a V nnn V. VVV L1L_7 a L It nA➢mLTnTTAYV TnAri ✓n aal✓y Vn1a4 ✓Vnu n AAA 7 V . U V V 11 0.000 FL-R v111mUnTTA717 Trtan' unAluyvnnu ✓vn✓ nrtr Y n nnn .i-_r V. V V. 1 L 11 n rtnn Vt- -r V.VVV 16 1\ ^^nmTnr nvr TPM n➢PAn mmnuonvo innry mivi rccAr Cmr PCrrP imTan STAvi 1'VvIlnu ✓UUIUM ✓uuni\ J1nuovao 1V11u HAII QIWAA u1Auu4nu 1111V "All v -..i I nnn Pi iv A- _ n AMC V ITr ^'1 v Area _ n n^.d 7 IT, I n iImnoion = IV. VVV lt, 73a nLCu - -V. VVV it 11. L l'11 Al Ca - -v.V1: 1\ IIll 6 7 n' W..n.tninr 1n nnn L,- V 7.rn, _ n nn0 V 'Tn ^"T v Area _ n nn6 7 -V. IT, ^n Y ✓1I4c11JIV11 - 1V. VVV I' L. -a nLca - -V. VVV A jlu L -n Al ca - VLT it IIu L rvv Tn rnM � n17 iTr ^1 1t r°�- _(l i lr^` v , .. ,n td,., Preen n I n 1 7 Ivi- ^n 7 Are, _ n MAC V 'Tn ^n 7 ' _ n A t, V ITn ^'t 1.1LLA. 1•IGJJ. - V.JJI it I1'1. 6 -U ALca - -V.VVU A Ilu L -✓ ii%cu - -V. VLT n I111 L AIIn n nn^ , IT, Al n 1:7C V %rr ^1 nlIVW. = V.VJJ It /Iu G n11 V11. - V.IVu 1\ (I1I L nnT nn inn tvn'Inrt her ant TT, �rf i.Ij�i + ,nN TT1 t•-.m�fn n-i nn VYUI�4 YVLLL VIIYV-'I YL v!! - IVIY, dix. VIL11l L' YYULylt w mm e.. wmww• wn TM., K rl'I"''I IIti l'I'Kl:.l. t�ttti {C., Iw T T 1 •. IV7r'=I IAI rn T • l C! w ... .. Kil'I'Ii'rIM enw .•I'Ir...... •,•N w ,u=T=, 1 tGI 1'n � 4Y1C1 ... umm�n!- T v Areal CA '1An Pa v rm 7 Areal CA ^d0 ^f 7 rivulc11L ,TA Al ca, = JV. LUV I: L- l7VllicllL jT✓ Alcal - JV .1'uu 17L-It �_z arnai - Ff 1RR 1_ ar�ai - �f iRR Rh_ �7t_K Cfnni nnr.;:.++^nr'I 10A Tu.^` ilrt�n! 01-nn1 ➢--'—r1 _ C t0A (U,' i T U LLY1 11YyLLtl Y4 - J. LVT ,1'11111 VLYYI Yy'LL II YLL - J.IV2 II L ,11L31, U=S�. �� ('gin}r�i _ S.:!:'l _.. :I!ci. hn rlanhrni� - 1.!,':f!,' it ^ ;— m:4— in 41 Qy- 31 YI1aYv0 'IF VC �u1 -__ ➢_" ,i- 1:� 4i� :v 1la�L➢Iuu° n. iu L :'G iurant-arcU, . u° 1.. , L L'1 n___ -nr r.-..L-.._ ^n 711 n-.._ z znr T- n._I.___ - 6I ffY Dars at Y.J07 In. Centers LI ffY Bars a1, Y.JOJ. ill. Centers 'P LS na rR ah 7 ii'i Tn ronFPPC i7 21 iiarC aF i ; Tn i�pnF are 1'I xC tarn F 1n icA. T e 4nrn *^ 1{C ➢,rn f 1n SCr, - n ✓-ern I6 TTv. ✓alp aL Iv.JVT iu. i.cilLclJ 11. 1Tv ✓aIo aL Iv.JvT iu. Ycui,clJ y=rc uL T.i j�A Tn. ('onFnrc 0 $7 12nrc u� 1A ICA Tn. Pan f-arc �7 -1..; - n_-L__- 0 ff0 D61b a 10.L00 111, I.tULC15 0 ff0 Da1J a 10,L00 IJU I.cuLCIJ PROCRHM kread Rootinrq Design vi,3l'1 PAGE A�Q. ? .AGE NO. T ' T r+ TTUV ill u''ui 4.V IV:V-S VV LVVI ll LLpL a uviilc iu%. KT `2 DESIGNED BY: 1.111 CKED BY: _ V 11 1, 11 T� 1 io 1 1 V V i 1 11 V TIu � i �i i� ' TOP STRRT. DES M (Parallel to X Hgig) TOP STEEL DESIGN (Parallel to 7. pgic) Momarfi f/YIrca! _ �+ -?^ . R1R Rt_A Momcrt f.2 Hraa = -?? Rip Rt-Y IL rL-il 1`� n1ca1 - -iL.ulD rL-n Crcai 7artttirnrt iKd in" Min St°°1 Pcemiran _ :._U Tr"1 IMinI = LU ben LIU1U = J.VVV 11+ III t. LU 1.0 11 L 1.0 iu "= J.VVV 111 YD $J nary at RA Kars at ii CS C liars a } 7SJ ulo L 12 RV uYrY kt 7 $I Bars at 4t 20 r_ rt_-t___ L .YLD lll. Centers C,IR4 Tn rPr.targ 1.1G.1 1u. Lcu+,cla i!t !CA Tr rarf-erc 1V . J V a 133. VVUVViV 14.250 in. Centers ir,?Rn Tn• renters ATTAITTTTTVC eqA 11R ti,n C O}eel a V.vanllllnb . viv.JLV uuo v1 31Lcc1 dlu ?`ern; 31Yr.� i ('nlrtrnnn 11.ai uruLl33yv an YD llZ j}J - na1J at is Bars st z� Sc narn at 1/ nJ iJalJ aL i'i iu SfF Ilv ;(ern uuav 1P ur j R7 Bars at R 4R Rare ah 4nn nnn n} r �^ e6 Lvv.vvv 1'L 1u1 waLlLe. L .YLD 1A. I.CllLC1s LIP; Tn. Ppntere 1'1c Tn 1, }nrn /.161 1n. 1.G1+Lcla 14.250 in. Centers in.?R•,n Tn. _PnterQ ------------------------------- - -- -- - --------------------------------------------- APOPhM nrPA6 Fnntin.n T}aci^n v1 1n. AACR �I!?_ r J J- lulu 1 r 7 lull] 111 Oui LV IV UV.JJ LUVI 11a11L a VVlllClt ill l.. .Cam e - Catifnrra KT, yi•OTrrTrn u urr�arn u77 ' LV lUl1LL L1. L11LL1111� L1. 11 V V 11 1 T 14 t1 1J C, J T b lY ^.nTT:' TP II 1'VV11au IV 1'J CnTT naT uVii1 Lnari w, tr7^,-c n« G0nn _ 1'IaL, rGlL I10. - nn ;,,. LL +t11L1 - nit; ?ttrtln L 111 nLy1L - LL C l.Ur11. U1 ri1CL1U11 = J . L1.i/I In F111L = u up! lYVr1.1 L111111Ly = 3: uli��nrr - ., VeLLical = tJlnm nn` 7 '1V WUL L. L - Fnl v i 4vi1Lu1 n = G= YCI LILQI = S;mm�nt P {'IVlllL 11L - 1'IUUIeI1L Li = N'n.ri�nnta' I AAn 7 iv ^^ J. VVV A f1'6 L S 1 n A AAA rt,I 1LV. VVV LL/1L ^J in AAA non J. VVV LLy U..7UU i; non 'n�u•: "? 3.J�v Lu non ..vvv nor, L.vVV l ..ti1v rn n. ArT nl^ an LUVC. nLl JIV-V.1 rnuryrTr nam=. LvtlLnLaL Ln1n n°AS2Lj' _ r.. 1r - iil-uruRD(!v �"i iu Xuuuiuli iL, _ - _v _7 nt L yuuuluul, - _v 17 nn=rir=r,F 11t, yuuu+.0 = i non 7 IT,). VuV It /114 L IZA nAA T", Vr ^L .,,,,. ..r1L CA Ann 7' IT, ^1 VV. VUV 11 /a L MUTTMY Il7lTA LVLv+'ul unto V I n 1 non 7 IT '.1, 1' L - J. VVV it / 111 L Y nim iit AAA Tr, 1 A '11.1 Tn u L1lll. - IV. Vvv Iu v ilffnnt _ A non L'!- 11 VLLVLL - V.VVV 1L b nt u115eL = U.000 rL A AAA 7 tL ^n V.VVV 11 j1L L U' 0�v - t- PLnT� D�T� 1 1- 1 n Ann 7 ir- "i v nim 1C AAA Tn V VVV 11 /LL L 11 L1.. = 1.V.VVV 1L1 A non 7 in ^1 _ 7 T1=m r• nnA T v. vvv 11 r.L L L .. .v.vvv — 1T n T-➢ n - 117, C T V 1-1TT T U. i n �, 1 U 11 LL 1{ v n ii u 1. a v a PRIM, TIN",, -U.JUU A n pnn U {{.1V of v A An v V.VVV _- 1'6 11 A AAII V. vvv 7 11 V.UVU A rprn n:n .I_{tlt V_I t; It V.UVV n - A AAA V. VVV rt _ v 16 . 0.000 FL-r i n1^1A r A AAA V .VVV 7 11 T, i 11i: I`,il'ur -i.i00 A Alf? '-Pt-K VVV 7 . UVVV I ll LTV. UT) AAA L.UVV A A ARA Ll•_a, V .VVV LL U.UUU WTNM TAR-1 A Ann rr_v U. V V V 1 L 11 P T PI1 T,^kn nr, V.UUV A n nnn rt-- v. VVV 16 11 0.000 FL-n PIPT!tl1T YR. TAIT) U.U00 0 1r11 +t-R n AAn rt_7 V.VVV 1L 11 C F.CTttt liluAtn', l�ltult nor, U.VVU a A AAA _7 V. VVV 1L a 0.000 PC-K. 'l•••,••••fi� v."..K P Cl;'V.K.C.Qi.h..\. In3r cav? QUIP vIMXvQKQ imlwn Cavi 4A ' AAh Ll v A -^a _ A ^AY 7 /T.1 ^n 7 n, ^"" V lT.r nn An:mn L11UCD01V11 = J. VVV 1'L TA nLCa - u. VV1 A /111 L Tn n7, - V.VVL It /111 L ui:uduvly z nnn : -u Aram -1. A A 1 : iu -u Ara- _ -1. AAA r ^a. u = = ;T Teti L..nnn 2L nnn Tn i..n, _ A An: 7 1Tn ^ ^ fi..nn Lea _ A Ann Ann -7 ^'n 1 D11.AlIC 00 = 1V. VVV 111 Ta n1C6 - -V VVl It i111 L TLJ - -A 11 dill L A ^L nica `V. lit ^L -V.UVL ^L l7aA. CLcln7 ln7. = V.1LV /iL'�L -171 = VVl tr -L't Al Ca = //T11 nT in n r,AA IT,. ^n Alin A .ac ''1 n11UM. - U. VJJ 11 /-111 L n11U11. - V.LUU It /111 L irnnt , r,n i e Sriartn=f c ^^mom.^.t: C.Tr:7r nCrTrt:; .l L.. •• t nnm.T.nu mm�n-r nrn TMIT L., rt l-.; .1 DV11V17 OLD DL LDJIVIY ;rQ1 Q11C1 L A 1% 1�/ DV11Vl'1 OIDD11 LDJIVIY (Parallel ;Parallel VV L Ax1s/ Wnmant '.Y ]raai - i inn T?t -x Mmmant ;-.. 1 ran1 = i "11 kt_A Rlcaj rL-A. I -A llrcaI = l.LVV rL-A -Lt = l.LVV IM4 Ctaal Pamiirari = 1 7LS 7r^? [WHrl n ran n_..L Lw n.«L«..:a JJIDL. LV LC11L1U1U = J.VVv lll lllb6. 6V l-enilUlu = J.VVU lU ;n,l @r,�n; nnz. '1'- La1 0 1 10 $J Dara QL K }'G "PAre At v ri tTJ uUL ala !Znrc 2t : rnn n_._L--_ ).ODU lrl. Centers 7 ; n in ron tare •A nnn - r lnn lu. VVV ill. LCil LG1,.0 n n i"u nnn Tn ;"antarc ienrr? .v. vvv _... ...........« 1•--1 �' Tvtt; n t I ins n; ttnn 1 l/1 L41 U11aL1LyV I 10 1n NJ n_ 1- DQs at v ur n,.rn {- ttJ Daly aL �� uare at J.000 111. 1.C11LC15 t.. Cln Tn ron!are A 0A11, T r Ie iV, VVV ill. LG.I.;, ? u" nAil Tn c'ar,tarc nAnr? t TWODfu 0--4 v+.4- 1?r-' irl .7111 DV ruupvun uv. ----------------------------------------- n T T �11 m 7,1., 1 R T TOP STEEL DESICN (Parallel to X Axis) TOP STEEL DESIGN (Parallel to Z Axis) '04 Fl u I rp 4 F4-v -7 arc=! J � . vy rc-. I 10 T 1 m4 q I " T,"i IM,',! 1 'IV 1. 1 trlilll 1. IV .11 1 nnn Tn D:st. to 1 W TO :Itr�orc 'Qsrc M� r-cr.�nrc i. 1— —L— Bars at 0 ITV I #4 Bars ff at 0. I)v In. �- t 11 L t:.L b E; A Rnn T n ha rc! 1 A n rli n r R P.;4 r C! A n RnA Tn, (%n � P rp ( a n ohrlr� 9 TU rc! i^an - - - - - - - - - --- - - - - - Is a� L, A A IQ VVV T, 0— a-� , � 1". 6 C I a f A - �1, — jflll%�UV4 9 O� 7 u 11ars a6 16 A A A. T- t' lu VVV 111. GCL16CID fA— - —1 Tnul,IIVL A TT R ILT- T rr T V T 1— 1 V4- 0 n e. vvna I I I IDO Iuj UIV u1i I a L)6 I u cre 1:6 1 1 6 11 F ------------------------------------------ ODviDFu�r%uu1G�-g Dt..pI v1.44 nAry Ain 1 N'.ir� ,L" :.in-,rar Tnr ' :?M� Fr. Jai ^2n 19,:7•Ik, ,nurT - iialu'o - nvaLlF,Lvlru, rL 1Z uii u T V111,11 ii ZI. Vui,v 7lDiii ni. ------------------------------- -- -_ , n n r7nn _ ; r _ T Tu C iII M ATTUP Tn, CA t VV111\U 1J . 1'i JUTL DATA m]v TTcrr Drees Max.invnr]ly nYnnn _ IA1'1L31YLY1 LrLJJ, - L LiLJi L�' - ih; An rtln ul nu.�1L = Peeff. of Krirhinr, nnhnni n," L u4cJlvu _ 1Ti,'Ln ynnth Ty", Flu P.11. = teQ L'^ LT;rl;nnLL7 - Lu ulluluy _ TAin niter iTn 2 LUAU LAUD 11V. 1 varttral mount- V t'1 VIllLllL n = almm�nt +'+vwLUL u = L1ZU11Ldl A = _ Than racy Aln uvnu LnuL L,v. L TTnrti n] I ,LLL1L41 = muiuefn e = r... e RVr1L VllLal A = 7 _ u I .JYv I I A AAA Th IT:t 1GVVVV JV/1'L J ]n nnn nnn J V_. V V V LLy A AAA T'n (rt "1 V.vvv LL/rL L J Jn V .Iv II even . VV i CAA l.JVV CONCRETE DATA 4'fn n. t LiT = +SIT = nrmr+vAnrr nATA ova11nnvu LnLn V n ],Tr]nt _ � ,i uu4LLI4uL - :V,-'7 nuliu,—u _ u, u YYY LLUL iu Kuuu uuL ('nnn. A^' Tilt-oD ,.V41.. nLl III;VJ "t flitn v ITn "1 T cr. nnn ThIVL JV.Vvv Lul L J CA ''nA P /Tn " 11 VV.VVV a /Iu L v.vvv u IrL I v.vvv II:L L I n nnn v lrt ^ v.VVV n /1'L L U 11 1 R r. 1' V 11 L, L 11 V n L V T 11 L IT 1 nrAri rnAn LLAL LVAL ?4 Ann K V.VVV 11 11 v.vvv �L_y U.000 n A.An F lnl VAni TnAni n nnn r v.Vvv 11 U.Ho FL -A 0.nnnj ;t_g n Arr, r V.VUV A A nnn V VVYY 11 TnTr rnnn L1113 ilVnL _ <" Fnn 1• VVVV .16 11 V.VVV :L-A u TTIL' TAAn 1,L uvnu 1i AAA 7 LI.2VV 11 0.000 FL -A A nnn ''t-rl Li TATn TAki 11 L11L LVAL nnn F A nnn Vl--II V. VV V I 11 n nnn rt_v V.VVV L n Tiii TAATl u A Ann V . V V V V 11 U.000 fL'n A nn n Ft-% COLUMN DATA v n' _ - 1 n nFFnnt Vi1JLL = Offset uiiuu iuniu iinin u nAT4uUnllll uvnu n AAA K V.VVV LL_Y n nnn 1It-v V. V V V L 1 "'.Vvn— uvVAUTUATTAnu n nnn r V . V V V 11 0.000 FL -A A Alin L-r IC AAA Tn 1V.VVV I,, nAAmTLTA-nrTAiT rvvllRu U1501va nnnAn r"11171nnnr 0RunA 01A150JRJ (Alin T.1%?1 uvnu RAI or.n" mmnnnnnn /Inun LTA VI 1).iw°uSiAn onnAA O1A1500110 11nv Aril/ g = �.@�� L Iv nLes _ AI, IT,^, "^ I? Arcs - n 4C3 V !Tn a ninnnn; _ L L1wG11J1VL - e nnn rl- v.VVv rL V A n - -n n1cn - A nAi v /Tn °1 a n.nry AC1 7 i111 "1 T'ni v.vLJ A I I11 L -n nA.0 = V, V V J n/ 111 L n7,nnnn 1111LnLGDJ = 1L AAA Tn 1V,VVV ill 7 _ TL n1Cu - A AAI V IT- "L Area A iTr "1 LT,.r n-.nnn A ACC R ICI, Al V,VLJ 11 / 111 Ta _ Y n1G4 V.VUJ 11 / I L _ Plan. iicoo. - u.JJu a rL I L a A'"n� - L A1GLL - A A1' Tr !Tn "� a Arn, _ A ^L V.VLJ 11 /111 L L ALGA - V.UVJ it /I 111 ,1 = LVJ1yLL r,V Lr I, Vy—%, 1 Vliln.LL 11VL 1-61 4llU VlLltiiµ Llnr LVJlyn RUTTmM?PT. -12QTM! !Dar--ilal to --•�-. t n•rici .. RUrTr(lht CT PP 7, TIP QTU 1Vnr8ilEi fn 7. 3vic u.,..,nt (.Tr rrea) Pl U lllCllL ETA ri1CaI rn rir = VU.UJv nl v EL 'A a..«.^wG f.n Area) Area) rn r1r nl v P1Villent ,Ta = Va.UJv rL-A (-I nrpal = Alt Fin kF-R —t, 1Dnrtn;r V V LLL1 L1,411L4 1 Iva = L.IVJ Tr,"1 I. L /L1inl DI,nnl Dnml.i rnTiM W,% Ain#- to (�nntrniri T,. l+'1111, ULyL1 1\L 1jY 11LLL = 4 ,iv.=i Tu'` I +� L lUL. LV LLII— VILL _ I,Vvc - nint to (Inntrni.V _ ? nnn 1 Tn L10L. LV LL11L1V1LL - J.VVV lu R,1T1; ntI 1 L1111'nr' i�!/1 V41 Ui/LLL1 L1'U 7R � Bars at T 04 DIVA 1t R= La10 aL uilru uL rl Ilo n_.._ ffo nala d1 n V Rarc at I rAn Tn ('Anrare C All Tit PAAa XVA v.JLJ 1". LCLLGIJ i� 250 Tn r'nntarc . yyuyylV I).uvu in, Centers P .nAn Tn. Nntarc .IY1C81 uYuCly� it 41 Hare ah 12 7iT Lala aL i 1r r.___.. $0 Ralf QL h. #? Bars at V. JLJ 111. 1A.Cl1LCrj 11.250 Tn. PoIt ar,c, 17.000 in, I.n -' CllLCLb 1P Anil, Tn (`antc,rc ZF ^��P � Svicc Rv^vtl.lu is iGil`d1.33 D:GR NO. i L',,.+.F ' T ' TTtE^ 11i'lB I' UU1 nAn 1V iU 11 .JV 1Ull1 i uuuL a U�iucil n, rIT dILI 1) V1U1 IL T1R^T^T,'Fn Fr T V TOP STEEL DESIGN (Parallel to X Axis) TOP STEEL ➢ESIGN (Parallel to ? Axis) iivmc"ut (iX 'Area, = "L1 1.1 fL"X 11UtfIC11L (TZ Area) = i'.iiY ct-°n 1 �-X Lreai = i". .._ i�d Rt- .. (-7.. ArinA - - - -77 iQd Pt-_F C'!-nni ➢nnni rnr(-1 1 RCC Tr.n` 'l!;n� nfnni 4nnn; rr,�' _ VLLL1 1\L\lLL11 LLL - ^•^CC Iu'I (i~i;nl 1. IVJ 11'11111 U LL1.1 LLl LL11LLL - L. 1 VJ 111 1l'1111� i!; nF to Pnn4•rn; rf _ -L1U6 IV V1.11Li V1LL - '1 J. nC1 !! VVV T^ 111 .^,; n� t.n t+n„�rn;n _ L1UL. LV LL11L1V1V - ' AnnAnnAnnTn J.VVV lal Irt•r�4-1 Cr.�.4— m: n4c,! C^7n4ilnf, 1y11 LLLl Ui14L11fyU IYl LLLl UlJLLL111jo Tn ^nn in 9, Pa rc At Tn %Pntarc iF Parc nt Cnf to 4c v JUrD n'11 V.JLJ Tr- 1 r GI�p— ID L 12 jjT V 1I. .IC fi.V iu ,i-m f'y'It Cy CI C itti ;K iui� w� ».250 iii. nau�ni� \. I u6 DaES at 17.000 1D. 1,EntE1a 1 #6 Data at 17.000 111. LCl Era Barg at _n. i_pntcrc n $7 R?ra at 1R.nnn in, Iontarc n r7 1H.nnn ^71VTrmron ^n ?.^ Ti.n r r� i �(VI1111111L7V - LUL. LTV LLD VL JLGG1 LLllu VJ. JJJ LL J V1 LLGLC. ________ FD!?IPP,u Cn-- ----- ------ l- 3?, 11CID . 1'll Uul Lv 1v.Ll. JJ LUvl ' IL Q UV 1111-1r 111L. L ii rlui ii. pii��, iluli ui. J 1. V N L R E T S P U V T 1 N U D C S 1 b N 17VVlllltT lL 17J :ATT P,TT uv Lu unan i'inn. rclL rin$o. ^'smv n-"Ir21 '0rnc Ynu111 LTr nh, �nRTn 1aa1 naayLL we1L. Ul rllUL1Ull ('nha c i nr girt y,nn!-h - Ly.— B0 1u UrlaaL - n: lv....... U llllly - 'vC rr- au T,ii it MU i'Tn YCLLl�dl = �•wLUL u ! t - nn};_T _ rii.vuLu1 n - � � n L = _ MTTY� rnRPR_ 7 n;Mnnn; _ n vawcualvu - R n;mn u vlulcuolvu - Ti„ nl.nnnn _ 1u11.nucJq - 0'n aA�+' 1vuL"u iv .. rt r. nul.yuuLL n^^ v 'T, ' J. VVV it It'L L L Al T ',., l n L ', 14V•VVV uL/1L J ail nrt V.V,,,,nn 'R Ly u,3vii L. VV'V 1LT'L 1 nnn a.vvv 'l nnn L.VUV rn nrT 1T0 0^ 1.VVG. nl.l JlV-'uJ rntTrU�m�' nzma uvu Luu au unln T]t.. _ t L - L1 - �va0\1r.v+�+ it �1i, iu yuuua uuL - 7 nn"nn;n+ - ii11 u xuuua uuL - - w,-u uuuuruia� _ _Y l7 '1t=ur'ur u, yuu a L - RR(t 7 IT, ^9 �.vvv 1t jau L lrA AAA r,i4� LJv.vvv uu, au .. Lr, nnn iTn Vv. vV V it , 111 L (1nT i(t,1?T 11 M1 TT; 1Vuvrui unan i L - Y n4 - =m i VLLVVL u11s- LL...eL_. = A. nr,n "7 t�.r V. VVV 11 I a L L n nnn - l.'+ DnCV III ATti• nnT=. v. VVV i1 /1L L unuu 1un11u unan n n;ln v /VL "9 V him V. VvV at ,I L n V1LLl. _ A Av A IL �� u L yTs - - "vv_ApmADun T f it T, U y n- V n 1' n L 1. V a\ Z L 1J V n U V 1 11 U 1 A V .IT 'h J. V V v 11 1111 L I . vtv, iai = n^%, ,r n nnn V- U.VUU rL Ii AAA vv Lu i.. I.. I,, 1 T'tRcit hill"n T,TvR 'Attcii TEE IAR'l: R'rTAM?nR T,i? i; -17.LUn A -L1.3VU n U.VUU n U.VUU A nrn n, _r n nnn n.nnn pf- n.nnn gr rtnn n J nn nn n nnn nnn i} l V VVV 1L tt V VVV rL a\ V VVV :L 11 V VVV L 1\ rt r• n % v V . VVV 11 VVVV :PUP ,ZTPR.SSR9 (M. QRRU 9TPR\9Ry 1TWn1 WIVI nnn n+ 7 nrn, n ATc 7 IT, ^ v *--- _ n n/C 7 1Tn •I :1.vuv rL TA nlca = v.vau 1t I au L in Alud - v.v-ty it I111 ,` A V7 V P.rn, n n^,' 7 ITn �'7 7 T.rn, _ n nM1C U ITn r'1 j.vvv rL Alta = u.vav 1t IIIL n naca - v.vzu n Iau L nnr. Tn rt nrn, n n•' 7 ITn Are, _ n AA 7 ITn Lu.vvu lu Tu naca = v.vi`v 1t Iau L Tu naca - u.viv it /lu L _. ?,ram — n V V _ /T^. L are= nalun. = v. v;3 a Iau L iiliuri. - v.Lvv 1% j1u rL +`,'\RMAU ^nnr.T ""In 'rlara"l—T ' .. n_.;,.1 DV11UCl J1DDD DDJlUlI iral allcl Lv n RAID1 Rnfvnna !li raai GV.JVV 1'L-!t Ctnn; T`nrtri rnri _ i °M1C 1nu "^ IV,'n1 u LL1.1 i�1,yu1al.0 - L.�Lv L tr , D1SL. LU I,SDL!ul(1 = 3.000 111 rni in--^ir,^ 1V ttJ 1Ja10 aL Lr.A T1=re =h 0 {j7 Da1J at Cn^ Tn C+nn}nrn S.uvu au. 1.cu LcaO G ?Zfl Tr, ("or,,Frrc lU.000 111. 1,C11LC15 1R Ann Tn, run}orc r,n^<mr,u r•mn.^T nrRTrtT in.--I1- R Dv11Vl•1 JlDDlI 11DJ1V11 lralallcl LU Ll f1A1D1 MnRanF ;'err. ?raal = ?9 Up Rt-r ..--- R r.+ 7 j-u nlcu/ _ Lv.JVV Ku 0tnn; Lnmiirnri 1 '?10 T'"l I�.4ini u L1.1.1 a11.yu11 Lu - 1. , Lv 1u L tn1u, Dist. LU hC11L1U1U = 3,000 lrl Iunirml rinrTc iu i ^ ttJ uaro at aL u 7h R__rc 4Y r Ilr n-•v 0 $7 Dars a A „F Rare aF n... lim Trn T pn [n. nnn Tl,n F. 0}nnl ,1 11 111 n}r'1 4 rn.l n,nn+n YVA.iiiiuu _ JL. JLv uuo �• QLc_I aiau .1J..i .i .i IL J v1 LvuLlcLc. [rin rnnanrn .i.uvv Tu. 1.cuLcaD Tn. larlarC 10.000 In. Centers x W Tn P_ntcrc ----------------- PRO P M RnrpA� Fnntirrt. ?iPRion v1 �.? PUR. gn 1 + Tnn ^'TUV ^- T i ^n L.'r 'C ^nn• 111111L Q UV111G1, 111L. IIND L'll UU1 IV 1U .IV .?J GVV1 -�. Ra 1C - RAnfnrIII PT, - n»n T(, IT»n ➢n. f,uV'7DP _t%. `v L 11U1 Va\4L Lt. L114LALLL 141. Cuni.nbib F 0 0 T 1 N G uaS1GN VAAMTUU` T cL 1'vvllau lu . 1'V OnTT nATA uV— unin 54,.. UeI-I n-nnn _ r1aA. ic1L r1c00. - uCIlS1L1 = nh; Arnin a lal nLLy1L - Coe 11. U1 F11L'LIUh = ('oboe i nn »1-rtL nnnFh 1 Ly. LL�ILLL - ,. vrn14 iiiL ;V n r{-,vrn;nn LU V"a L4LLL1LLy - i� TAU). reRK Dn 1 Vertical = moment X= Ekmm�nt � _ - 1 + T v = i.vuL'uY G I OAD CASE fin. U .1 Y cl Lit. C11 L lA'�iVmL1I1L al = Moffie11L 6 = Tinri Rnri n t 7 V 7 - 4 - PI)nT T MC !^N O I non 7 Iv+ n) J. VVV it 11'L L i 4nn 7 /v{ V•VVV LI 1'L J �n non non JV. VVV LLy 41.�UV n nrn i.h »t ^7 v.vvv ..u,.L .. e nnn »6 2,VVV 1'L 1 AAA I . VVV - nnn L. VVV nnarr�»m» nAmA LvalLAuau unan 1_ 1' L - :f11 n, ' - Yj = .nDrUAMP nATA :V :7 n,,, Ar, nt :A/,Y YA'AU uLLL - ,v _7 In, u yuu"vl'. - A,-u uuuul uu6 = _Y 17 nnar,rar, _ !loan. Ar'T 110 On. %, uG. n.1 JIu-UJ 1 non 7 IT., " J . VVV A 1111 L CA AAA. 7 /Tn -- VV.vVV ,1LL L A AAA 7 /vY °I V. VVV 1\ I16 L 11T MfWT nAill } Lvuvl'lu n ^In _ 1' L - Y nim = u1 - u w. - V nffnnt Ia VYYUL6 = vll- LL_t �eL = J. AAA 7 IT ^n VVV n III, L v. vlvv +III 0 It AA 1r. V. vvv u A AAA »+ U.VUU rL A AAA 7 /v+ DA^v nT ATV nATA V.VvV A I1L unuu 1-1.1n4n A ilAi; 7 i» '4 v ni 'i, ilnr VVVV 3\ I1L L A L1111. = 12.VVV ill r zi v - n T n D» n T n A ry Q T 11T n n T u n a A L I v n u u LL v n u V 1 a\ I V I TI M) T,!icT -"c8 HO n JL.IVV IL Y\ n V. vVVV vv 7 1\ 0.000 A TnFzn n nor. 7 v.vuv A A Ann g+_7 V . VVV ♦'L 11 U.000 FL-fi A Ann 7 V . VVV a\ T v K T.l1 I T1 .gnr Pt-7 JV.1VV 1L a\ T,T, P i,nzrl i JVn .Juu n V. VVV i L I\ U.000 FL-f W11;P, T,IILT.• u.uuu n 0 000 Pt-7 A Ann »r-- VVVV 1'L A r. nnn 7 V.VUV A V. V V V a L 11 0.000 FL-n KL"r.°P^nI1TTL'IRK T,flf:t: Ft - A Ann »f-_7 V. VVV IL a\ T?uKm�nTTnuF T:ruT1 An nr,n r u.uuu A A AnA f&_7 V. VVV 1 L a\ nnn U.000 FL -A Qupav c•?Gitcc7c (nuw WAPi CTMP c'TDPQQKc i'i'Lin f SPi V n;!nnn n;nn •� nnn v+ a Ayn, IT, ^n Y Arn+ _ n A1.A 7 /Tw ^n A L11IIC11.IUA - 1L. VVV 1L TA nlca - V. VVJ A IIII L TA nl Ga - V VVJ it jlu L u u�im�u u+vu = ? AAA r -11au 1ij1,,^� vV. i�- v.a " ^I, /'i 11 .1. Ti.; nl..\nnn nA AAA T.\ R T...n, _ A A A 1 7 •L /T.\ ^ R A..n, _ n A^0 7 IT., ^'I l lllvAllc 00 = LI.VVV 1LL Ta n1Ga _ V VVI 1\ I113 TV nl Ga - V.VJU 1\ f1D L El,.. A Cn9 7 Iv+ A 7 Are, A A A C 7 1T.,. ^'I R Ir n A11 7 (TI ^n PIRA. t1C�1n7. = V.JJJ A II:L 1, -a Area = V. VUJ 1\ I111 L -a n1Ga - V VJ1 A I111 L AST n n^ 7 IT., I •L 10L 7 lT.n ^1 n11 V41. - VVJJ 1\ III1 n11U11. - V.1VV 1\ II L Hnnf re- i C Cf eau -.l'G 17 DV11V7 J1DDD DDJ 1V11 �ralall el LU A 111�J DV11V7 0100L UD01V11 �ra1 QIIC1 LU 6 tiII nfi -no r '1Y 1roa1 KL_7 'r.:nmcnF 117. croai - u? yan kL-r, a.....; n x.._-! L; one 7 i A X1caI = llY.L7Y rL -A"L n1CaI = U1.VOJ rL-A cto on:•iran % ",7i Tn"? (fiini c oo': V_-tT o� _ i" Tn^ �irI _ .. ... : _ ., nnn T• il1DL. LU 1.c11L1U1u = J.VVV Ili 111DL. LV LCIILLVIU = J.VVU Ili n, ^n,n;nrtn 1��1L41 n,i Qn,n:ann lr Vl/4L1LLyU �1LLL1 UllLLL1LL�U n..._ $J oars L at n arl L,YOY - lU. n_..L _.._ Centers en 71 "i n_.._ tjJ D0.1� 0.L n Af4 L.YOY T_ "Enter_ lU, I.CULCiJ aA Rnrc ,^,f a 14?Tncon>arC PA rD At A A';? Tn Tanta -a - n, u, v,�n ,+ L nnn Tr. nn +n n n, uc Bars ,+ nnn T rl .n rrin 41 ttJ 11a10 a{. V.7VV lll. %. ,LGLD 41 7J Da10 aL V. JVV 111. %. L. iG kG n2rc Zr G 0G7 Tn. Oororc 1 a rc o R Tn. !'crarc Y7v I V,I 1u .097 ,L 11rt r.___ +, nnn - n__Y___ l'rt n___ nnn 11 tt/ oars at 1J.000 In, Centers 11 }f/ Da10 QL 1J.OVV 111. l,Cll ACID aR P.arC At .? 74n Tn tnentorC 4 RR "Arc at 1? iin Tn PanaorC It5 F 1 ------------------------------------------------------------------------------------------------------------------------------------ ------------------------------------------------------------------------------------------------------------------------------------ nnnn�ku S r d Ft Des, Y 1.3T PAPS un o !ICV V,...!": L'_E�a VVt. :! LC�LI/fI 1 � � ➢—i- r Tnn TTUV vr' T,.1 'In IL IL AC '+nn, 114L1L LI UV111G11 111L. 111'in 1'L1 U41 LV 1V.1V. TJ LVV1 na.n! n,n+R rr V J LL1 D - J0.111 1LL1 1'L 0. G nn; Tl117 M,II R'1` 11 ti M.(11 f!. it RV, T V r T: U t T r V . L V 11 L 11 U 1 n 1 V V 1 1 11 V ✓ ,.1 U 1 V 11 TOP STRRT, DESIGN (Parallel to x Axis) TOP STEEL DESIGN (Parallel to Z Axis) l.v C Ain ➢a v u,..- -, 1.-7 t..__1 C Aln na v Area) Moment ,TA Area) _ Moment "J.YJO rL"A I'IVIIICLIL iTL 111ea) _ "J.1J0 rL"A 1-k c_ra_a_1 I Aip "KtJ 1-7.. 'crisa! = - ciR 8t-R Ctnni L•nn;rnA C 991 Tn'9 ldd;nl. @+nni Dn rt++; rnn-t ^91 Tn"9 idt;ni V.LL1 ULVL1 1\L qu, 1aLV = V.LLa 111 L II'11111 ULLL1 1\L 11U11L4 = 111 L ll'11111 . V lUL. LV LVLL1V14 7 J.VYV AAA Tn 14 n;n+ +n (1n n+rn;. ri _ L1UL. LV VL11L1V14 _ nnn Tn J.4YV 14 Tt:n.n�l Cn�n,nRn 11111L41 Ut/LLL1LyU 47 $i Rare at JL jTT L0.1U QL 21 0 17 x }�r Dark at ii 47 Rarc a_t n 40 ➢ ,+ J jTV Lars QL 7 AgA Tn ^antarc n .AC^. -1GUlerrt TTJL 1LV . Gt1tl 14. PE.^.�eru n nrrt n__a_-_ 7.0JI 111. Centers i2 Rli ii Tn rpntprC 1,71Cn T., ry nrrt 11.LJV I . LGULGLD eUTfi1dTTTT➢f1 n`71n0 Ti.rt RF 0a-nnl na ,juna1111DJ J/J. ILU LLD VL JLGG1 p114 L-1 i ��n ]� �nlntnRn l�tIlLLL1 U!/LLL 111yU ,I ki Rarc at in UA JL vT L61D 0.L 17 jjll 0n DQ1s at 1i $7 Rare At n i 0 Pars J 17u L0.1 at 160 nnn ➢+" nc rnnrtrn LUU.VVV rL J VL LV11L1CLG. i At'. -A Tn ('AntarQ A AC1 Tn ^ +nrn T . TJL 111. Gii6G1D G GAA Tn rcnrcre nrn r_ n_-a_.•- CllLCl A" 7.OJI 111. L i "< RAn Tn. i P_nhP_rC_ 1-7 nCn Tn. llenl-nrn 11.LJV In. LGULGLD r- — ----------------------------------------- ------------------------------------------------------------------------------------------------------------------------- I nnnrn u enrn,1 Tinntirn nnninn .1 11 nAry ATn 1 111VV11n{'1 . Uill6 uu 1V Vl.11ly U6J1,'ll Y1,JJ lnUU 11V. ul�nt L elircr Tnr J TIME Prl .Tni ?ii 1;•nc•5n ?n( Q^ml _ Sanford, DT Ualll 0 JQ111 V1LL1 1'L i ., nLe Tr1YVT1,, D1T. rnLY-ra L'n D[1. UUU1VllUU U1. 611Lv11LU U1• " N" F T In•, i i i! T i N" r ?� (' T^11 VAATTUP Tn - 1VVa1nv I.a1 JVTL DATA R1�v- VT uu-1 nrnnn 3'ILLA. 116A 4141 11v11U, nn- nnl t.r LUUJ161 = nhi Anrtin lu1 naa,�16 = rncrr r^ of Gri rtinn %vuc�ivu = 16ntrt nnn" � . u6FYIu = DC TTn1 i ft 1'U V!/1116 = vi i;vnri-;;rr, : nn L^ ^iidin 1u u11u1uY," _ Tnnn rAOD xTn 1 uvnu LnJL nv. 1 llprt T n: f zwmm�nt P _ {'IV WLll6 A - Mmm�rtt � rlvw6u6 = L1LU11LaT A = CONCRETE DATA II = Tinit.. _ ... 161 - Vy 1� - nrrnrvnnrD nnmx oVAI"nnvL unan , ,Av ,o n,,ad1a 1'iL y44LL14111. _ i lil-u Kuuuiuult. _ _Y _7 11" SA r^_r{• _ ul u yuuul uu6 - _v n;, i at _ 11, yuuurnuu6 rn+vn. ArT ]i0_00 6VLLL. n— J U VJ 1 nnn V ITn ^1 'Cn AAA T1,Ivt ^ - 14V.VVV LL11L J cn nnn 7 IT, V V . VVV 11 1 ,11 L n AAA V Ivt "'] V.VvV a1 I" L n nnn V /Dt ^ V. V V v n nnn 1 /^ v.vvv ., j1 6 1, n nnn 7 v t V. V VV a1 116 ^4 P ld T: A r T n D L' Tl T A A In ^ T V D TI T U 11 1 n 6 1 v 11 U I , v n U U 1 11 1 V I nvxn Tnnn uvnu uvnu _r Inn F A nnn T.'t _7 V .VVV 16 11 V.vuu A ll.non T TTTV T AZ L11a Lvnu _1 Rnli K Vn•'.n 1'LI1_11 /LV 6 31 n (inn t_V V . VVV i L 11 TOTIT n T AItnt 11111u uvnu nrnnn K, a AAA IL _7 V.VVV n nnn V. VVV Lh_V 16 11 COLUMN DATA r1� _ 1 vim. - n;m _ F nffnnt _ u v11J,: - 7. nffcat unuu nTA V TIATA Y nim DnnTuAllz D Tnxn unai"Yunllu uvnu n nnn "t_v V. VVV 1L 1 n nnn r'l-_v V VVV 1L 1 AAA 7 IT, ^ 0 nnn Tn V.VVU 111 0 AAA Tn v. vvv 1. n nnn Vt V•VVV 11 n kiln 17t !A vlvv: in: AAA Tn 1zVVV 13 V-AMTxrr t'UV" Corm 0111voovo Inur WAVI ouvAr omnvoovo i^rJn WAVI. 1'VV1111V LUU6n Ullanl\ U1nUVUUU 1V11U 11n11 UllUnn UTAUUUUU 1111y Ilnl( n;mnnn;nn _ C nnn Dt V A— _ n nn] 7 IT, Al V 1 _ n All v /T 1 A 1/1wc"clull - J VVV lL TA nLCQ - V. VVJ it (111 L TA n1eQ - V. V1J it I1L L 17 L1Wc11J1V11 -A Al A ^(. nLZQ u Vlii "L D = V.VIV 1'L ca - V.VUJ /Tu -A = n IT11 'T'hinirnacc - Vuacc nvv : i7 Pr°.m. - v vvl 11 y 17 Aron - v nie : IT, "� .6 . .- 1, , / u,., nrnnn _ n AAa Tr Iet "� nrn, _ n AAC v ITn "1 v nrn, _ n nTT v 1Tn clan, r1cJJ. - V.siu n (rL L -L nlca - v.VvJ a (lu L -u 1% - V.vil A ILu L AITow _ n nn^ v ., ir^ "L A1T _ n tOt V IT, nll VA , - V. VJJ it I111 1111V11. - V.LVV It /111 L in ANnn„�tn ,vvuinn 1 vvLluy 10 nu6yuuL6 R1T'TMR CTFAT. T1RCTnn I%'cr-- laT tel Y avicT ATtTTOW CTRRT, nINTf?1V �v'c -. �J . {:�rfl�C umm�nt 1 v urea ^at et v umm�nt uc-men+ 1 Ll nrn,i 'IT Co? Dt v 1'IV4ICLL 1TA n1GQ/ _ I +.GVV 1'L-n 1Tu nl CQJ = 11. VVJ 1L-11 I_F Bran) - 7 Rt_F I.2 cram - Q R15 Ft_v Q+ I Dnmlirni _ ]nr Tun4 IM4' 1 Phnn] Du —'—A 1 791LV 0 Jn".1 1.'.Ain1 UL661 11v114116LL - .JVJ Il'11L/ U6v1:1 1\1.1i4116LL - 1. 1L L I3'11u1 11-c.4. �n ?`°rCrni4 = 7,nnn Tr. Ui cf �0 T'?r�r01C = 1(Inn Tr Tv 4-1 0 Ily.ULL. wyu6111 O 11 r'-e tn=rc el• ] 7AI Tn ran me ..1 1Tv 66 661u 1L 14l #11 n� Bars i aL nn^ 0'.IJ1 r., In. Centers Centers R 4; Bare ah 1n 477 Tn ron�-org V Ilt O,rn t TA OAO Tn rnntnrn -TTV Lal0 Q6 17. uvu lu. I1;11Le10 Tnu\.iivi) Tsr na i @nn ni nrtn 11Y1uu1 Vi/LL61u,,J 1r .v 41 TTJ LLlu LL6 i4 Bars at n �i Barg at z gr r, t nu li dL ] Gnn Tr rnn,nnrc 0, 1JU in. Centers in,Rnn Tr rnnterc IU. vvv Tu. Ivu 111c J.0 Qtnnl ni nt ri h;.ti nn =n thn lhnrl- nim 'n rn ('11—A h'ran T 1E A A I —A @ inrtn Qh,,,Iq hi nr n U,R,fe Annnr+lir,niai v L6U1.—JL11UUL1Vll ill 6111 U1lV16 UlUI. 1J UVY1 Jl V III l]61 J.'f .'a ,L uuu vjju-1 w Uuvu1v L6 I'1vu1111.0 nvvv-111,,11. TTTTDO 71 .7 7 Th, C eea14M1 .1 1 V111OJ 11ill 1n Vl Oill u RU/ 1'6 1F1 1U111GtG. i -------------------------------------------------------------------------------------- PRARBM Cnroari Footing TDacip 1T1,33 K0. 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VVV 1 Lnn .JVY romrpPTR rA T ❑In _ r L - nnnni-cr uLuvL Ll = 11 _ rrTnnvAnry nAmn QVALunAUu un+n v '7 inl'a vuuuLuuL - 1F nt;7=r2r_n- -11,-u -iI -u vuv%I 4uL = v ,7 'AI'LI Kuuu+uuL Code; ACi 310-83 3. vvv A I111 G lrn AAA ThIV -V V VVV Y J/ 11 L J Cn nnn 7 IT, VV. VVV rt nnn 7 1.- v.vvv A I" L n vvV v. vv .. jI.. .. rt An rt V 1 v- ° 9 V.VVV 1, I1L L r, nnn 7 /l� V. VVV 11 I L:L L U N F H C l U A b D L V H D S 1 N P U T rn?�iiniiv' ru T vtn r L = v nim n ulul. _ u n2. Y VLLJCL = 7 nim u 1I1m. _ Y n4LL _ 3. vvv Aj111 "L 0 AAA Tr. V. VVV lu o nnr; - V V V V ill n nn.n at 11nnn r•• VAN rL 1 A AAA 1n 12. VVV u 1A Ann 1fl I2. VVV n n T)r.kt, r nAn i�us:�r L"". „ n n i�uku `f.'i'ar'il T nAn nuuu nAnr(. n n rur..HuliuFF L;'?Tiu ^f vnn 7 r nnn' a n nnn 7 A nnn -L V. IVV A -V,7VV A U. UVV A V.VVV A n nnn v- - n nnn L1--7 n nnn P--7 n nnn -_7 V. VVV I 11 V. VVV L L a, V. VVV 16 11 V. VVV 16 a, 7.600 FL-F 7.600 FL-n 0.000 R -n 0.000 CL-11 n A v Lt 7 A Ann v V .VVV CA2a7 CTDD\CDC I(Mv Cavl QADLD CTDUC\UC 1T6il1 vavl AAA L n Al e 7 IT., ,L 111GCi A Al V /T "1 1L. UVV 1'L TA nl ca - V. V1/ n I111 TA = V.VL 11 I111 L u nnn vi- -v Arco _ n n1R 7 IT,, -V Arc= = n nAu 7 ITT, "? v.vvv ,.. 11 .1.-..0 - v. v.. ,. I.0 .. ,. ,,.L+. v. v,v A I.,, L 1t AAA T., ,7 f116Q A e,A0 7 IT.. ,/: .7 nice n At,O v IT.. Al lU. VVV L11 Tu = V.UVU 1\ Ila TY = V V1u 1% I114 L A ACn 7 iv' "1 7 ern, _ n AAC 7 IT n °1 7 ern, _ A A A 0 7 1T., "1 V.Zu7 1\ IrL L 'Y rtl ca - V VVU ll /111 L -D nl Ga - V. V2V 11 I111 L AlIow A AA1 7 IT, " Al ln,., A 10t v 1Ta "1 n11 VW. - V. V)J A /111 L n11 V11. - V. Lvv 1\ I111 L n AMMA" CMVI.T nnrTntT [-Iar.l l el V A-.: r,I DV11Vl'! J1bb11 VDJ 1Vil 1r61 all 1 LU A IS 1J/ Mnmar,t 11X areal 67 dnR t_r C A..".l 1^1 T74 7 A Area) = lJ.LiJ fL"A Ctcc'; DamliraR 74; Tr,"7 IMini rtr,n 1/1JL. LU I- LLUlU = J.VUV lA Tani n;l Cnnninnn 1I i1141 V1lUL1uyV nAMMAU rrnrT nnn TMV -a r.l l .. L.. R .l DViivm 010Dll DDJ1U11 lra10.11 C1 L. 11 11.1I Mnmant 147. Aran) 1R Ann Ut_i ( R n-.....1 1n CnM1 nl 1- rAYC0./ = JO,JVV fL-A Ltccl VcrTr,irari _. d I A 7 Tn"7 1Min1 ......... ....7,...,,.. 1 ... I ... .. "..L." n: "1 to rt�wt-+n: a 1 nnn Tr 1/1JL. LU k, L1Ulu = J.VVV 111 Tvni nol ^nnn; r.rtn +1'!/1L V1 VtI4L111yV I tt3 Dais at 3.ouu iu. Centers 3o tt3 Dais" at JJJV iu, 'enters is L _Rare at t,, U 1 Tn ,rantara ?1 $d _Rare at t, 4(n Tn rcntarc A'- a„rn YF - 11 1rA (inna•n,rn trt �: a,rn 'f 1A C'r Tn nnr!-ern 171 11QLJ aL 11. LJV 4. 1- LGLJ 1Z QJ D610 aL 1V.V1J 1D. LGll LG1J n� :` wL TS.vvv :lr.. �611LP.. 1v nG .u,- ut 1,.331 .11. r`vn 1- un n4 v ,n nnn - n.-L._. n 'n n--. 'tr n -n - n...L .... 0 ftl Darr at 1O.UVU ill. LCALCrs 7 ffI Dal, aL II.LDU ill. 1.C11LC15 itcci nicfirihntinn4n ^hc Chnrt itim cCnrarrAm by Ari 1h A d 7 nr,n CnrimTc! lhnii'tA ha Mn -'ific;i Arrnrr..in^i;r ^0 I e1A Thn F' e4-nn' ' 110 An Va- ] f (+ 7-n 1111UV L1T. UJL YVJ UL JLGC1 a11U 1LU. VVV 1'L J VL LV111.ete . L._ . f" ppnr?UM gnrPar? Fnntina T)pq;an v? 11 PA(F. Nn ? == ----- - -= --'-- ..L 'Tn Ts:^ '?7.nn nnn aunt, IY VVinci/ 111v. 1InQ . 111 Vul Lv 1%.JI•VV LVvl Pi TPdTBn lu. Pu PFDn LV. __ ---i. - uvu lvat a.0 va aunt. aluu ul. C 0 N C n n i b F 0 0 T 1 N G u b S 1 G N 1±^.^TTU(l Tn vA r vullau lU . 177 GATT nr.T, uvlu unan 11,.. Arun, _ rlan. YGlt, r1e00. - 3?e•• 1?l ccnrn� arccc i.4.i. alyn4a LLa LayuU. - yinn y 11U1L1r - Tihi �P.RI n ' Laaa L1.ay1,> _ 1.U�11. U1 Pll:l,lUll = ,.,,rnc4 nn LLrt h LLy. icY,,ll = OC TTn1;fr lu Vtll rat, = - 1 T,lici; ^LU 7^ Ye1L1l:G1 = rl vluuut, u - nl I' Z LL1 41 V G= MA', ^Z'v Nn i Y LlU •l.. r L:....Q1 CL l = 1'3V tmLLV 11L. 1 moment Z = Nnri7nn}�, u = .AAA /at, ^n i.Vvv it /rt, L n A F "r- 1 )n AAA Tht - 1LV •VUV LL/l't, "J In nnn n R V.VVV Lyy u JUU n nn.^, T.htwL I AA J.JJV 1L l..vv I.vVV - 3 PnNPDpTp ABTA Lvuyuuau unan r L - 1yn�+�v _ T'..r ^rDpUADnP nATA r i:nlu Kuuul nut, - :AI Y x4LLLLlUliL = nl . 1(43 el 4ar-Y 17 nr GunG.:r Lr � nuG: AnT nn 11 n1.1 Jlu'V7 7 nnn 7 IT J. V V v 1t / 1 u 4 cn nnn Y /Tn U V • VVV 11 / 111 L A AAA :7 /G+- ' , V.uvv n /rt, L V VUV N lLt, nnn - V.�vv t i:'L L A nnn F rvr "7 v.vvv .1 I., .. '* a A 0- Tl A A- 0 T V n Z T v ai n, 1 v 11 u L u v n u u a a. L v l TTFL^ T,'�LTI -.IOU n A ^^� TJL A AAA .. V .VVV at. 1 AAA V . v V V F 11 0.000 A A nr,n L u.VVV n VUVV it, F u.uuu rnL-A AAA V VVV 11 T. 4-F. _npT+ �.IUU A A AAA l+_A V Vuv I, +nn r nnn lily I:l1Y.I: AA 7 O.YVV A V . VVV It, 11 0.000 FL -A WTW77,) T.RRM,. U.UUU A nAA L wt'r:'lI T:nz^ V VVV a A AAA i-_F v VVV t, 1 U.UUU FL -A ('AT;fMV nAT-t . wuvru. unan i' U - Y n 7 P. i _ AyynnF a VVt, G VI1'SeL DACU nTATv uATA n iarlu. - ? T1-m F:LK'1'H(iT�L RR Tt(LT; U.000 A A nnn Lt_F V .VUV at, 11 ?Lln(m`11t111111F. TI 11 cn "rn -�- V.VVu n A AAA vi-- v.VVV I 11 0 A00 FL -A ^ nIs, n ^ /T1 .1,t .i.VVV it /ru L l! '1vv ,.r. V A AAA - 1VVVV I nnn v V.vvV U.VUU FL I c AAA Tr. rV. V VV "I 1 G AAA Tr, kv:;1TTw" !'ART'K 5��3v �':'::A���� i/1rF caPi Cu&3v CTv�C�RC i•i'p!? &13P' 'I n;,wnrn;nn _ [ ^nn Ch F' -Arn, n ^n^ 7 /T ^ ^4 Y- nnr C !Tr AL n UlluC1101U11 - J,. vVV 1'L Tn nl Ca = -V.VVJ It /ill Tn Al G0. = -v. VV7 It /111 " n;manc n,: _ vvf 17t -�; rr.'a.a - -v vv'I 7 /T: "? _Y An°C - -v ARC / ^� a . a 4 - - .F. i it'1LnuGo� = nnn - n nrn-. _ ^n� v iTn A •4 n nrn, n n 1V. VUV 111 TL n1CQ - -V. Vvi It /1^ TV Area = -V.VVJ it %111 L ",.. n,rnnn _ r, )-Ic 7 !CL 1.) 7 Arn, _ A nAj 7 tT ^ ^L 7 n nnit Y 'Tn ' ^ "4 1'1QA. r1e00. - V.JJV It /1't, L -11 nr C0. - -V.VVJ 1% /11! -0 nica = -V.Vv7 It /111 A ',l _ n A A 1 /Tr A ^ All ^ -^C' V 'Tr A.)A.)nllvl l. - V.VJ.1 A /111 4 n11v0. = v.1vu it jIll L nnmmniY nrnnT nnn Tmir 1^,^r..11"1 DV11Ur1 01➢DU UDOlva tralall Cl L. A RAID) 1F .".rP:l fGG Kr-F r, nnn n4 j-n 111CQ/ = Y.J77 tL'fl f:.. L" ('rv.4 rl nnn T., Ulst. LU t.CLLL1Ulll = J.VUU ill Ttrn;r•sl C'n�ni nrcn 1lrlyul ur4ylu7u Rr y, to $J Baia at ac n,rry V Tr Ua10 6.L. �h uarc at , rain - .1__- J.000 in. 1.C116Cia A. ann T., 11,-nr„ IV. VVV 111. LGu LC10 :Q nnn: _-c i rhn nnmmAU nMnnT nrPTIV ln..r..l l:.l L„ a DV11V1.1 010➢U UDOlus (ralall C1 LU O t1AlJl Mn mcr,t ill 3rRa1 2GG Rfi_i r T Ar".l a nr.n c 1-0 AL Cal _ 't. J77 EL -A 'r":rr UiaL. LU i.(1enCll LLUlU = J. UUV 111 i�I c rni n, I :r,�rtinrtn I1y41 1,r4yrlay� 10 #J Baia aL G 4"l11 iic n,rry V rrJ La10 0.L , rnn - ,n- -L-1•__ J.000 ill. 1.C11LCJ t, ^rU Tn Puntcrc cAA - nn nrry IV. VVV rii. 1.G11LCr0 iP 11nn cnr^ !Annmiri - - ------------------------------------------------------------------------------------------- nvnrDZa�+ nano IM l]VL 11V• L � LilV Vllill'1 . V!I VVLL '1 VVV111y VVJlylt Y1.JJ -n,' TMV :ri ?ff. Mint L r.ar .t il'. 0 :7;17;b`i -- h.,a lll'J - Ua11LVl LLt 1'1l DV. re ry n -0V �;1 LLV 1V1111L L1. VLL Luz, L1. T T N' TOP STEEL DESIGN (Parallel to X HX:g) TOP STEEL DESIGN (Parallel too 2 avid r V L ( V E....-.V (+A A Ilf( 4 R;.-K U(' ( R 7. 11 = :,..,r"tl th HII=' t -;.4!C In4-7 In'�ilif Alit. P CA.. - -.. ,4 t❑ ninnl D ;rnrt ' 1. '7^� T ^ t?fin� Ctnnl 4n ;rnr1 UVVVL A —I 1LVLL - 1 '710 1 L•V ia•L ilrtyni ll'� 11t VVVV1 llVl1V 11 VLL - 'IV L11^L ll'1 11( a;. :n r-ar:rn-A = ..nnn Tn ... L{i.C,:. to �aw:ra�h. = 5.:1�IR :r T 'r.si Cnsn'xnn IYi�u1 JrLL,,�11yJ I'-x; ns' ins n; nnn !rlI1VLL1 J!lLLV111yJ I b n.^`. u=r- 8L Tr -,Mn�arc -!b RS E2rC, 8C Tn ;;aIlfmare Tn. 7 fjY DQ1s Q% V. I]V 1C111,C1� 7 $Y DQrb Q1, 0.17V .111. 1,C111,C1b - �. In Ann T IPAn1 o:- i_'c'nnhnr n II` Ra PC ^} �r.xr:r fir. Nn� Are �''nnit nr� r, :: •. n�rn iQ Rhr, rr fin,. a-nrn rr, .. ,. t,nrt n AL n.,^n +- ^0 rtAA. � nnrti nrn inrn'nnri I 2 j�V 1) aL 1V. VVV 113. VG111,G10 Inul,LUl� T �V LaLO Q6 iV.VVV iu. �cu�c1J \n111, 11V1( i rt'ETTTTTL'0 '!tC (,'4A Tl�n i- �l-nn?n1-n Steel ' j(UAII1111LJ 1VJ. ViV LbO 1/1 anu JJ.JJJ r6 J V1 E,vul, jme. niou n i�v\ri anin �u�iv au pvv4-iuy u�.vi�u `r'i ..Ti .Ti 1.v. LTV 1 nuu uv. 1 H 11n^ a .:.K. . ::: v'11 i.LVVr r t un 4' �, FL nu! J - aulviLL, 51 ,;n:,TvnTt n1, L'(7^TI L�:. iLL1V1Va111]L L1 I.11111.1\L1L L1. m T jd n T) 1,7. 1 n I" ZIA(I TITP TP, ti4"1 1vvalav ID . nli SOIL DATA uiv `Tarr Drr cz UtLAn u—? nrLn,,„ l'I4A. L 141 11VV• - ulnl^l Tlhi d„ttin 1131 nu.�1L = nnaff of Rrirrinn r I, vuucoivu = Litt '- nth _ - 1,C TTn-iFt 1u vlLi1LL = �C ns•.nri-l;rr.inrt vo C14A4— 1'U U11LL14y _ ^nn nnrV sn LUnu Lnou liu. i iTcrr i r:' ummWL4�nt V 1'IV L A _- axmm�nr 7 I'3V WL4L Y = iiuii�d e = i nnn, F i err "l, J. vvv a• � . L l, J •JVV ((1'lt, iirl nnn yh llt V .VVV V/1L J I nnn 11" JV.VVY 1, T.3ff A nnn T-K!V+ V.VVV UVj1L L J. VVV ill, 1 nnn 1. VVV 2.n(�V LnA 1. JVV CONCRETE DATA i,: I - VunrunnnV nmmA ouaLunAUD unan iv 17 A—Arnnt Ill, I Y yv Vua4uL - _7 n„nA—t- - , u ,Yuuu,U.6 = _"r _7 A%Imtir=n7 _ u( y4uuluwL - V i u v(u— LLult, _ ALL -1 1V% J.uvu a. j1u L 1cA nnn Ti,; LJV.VVV 1lV/L't, ^J Cn A11A 7 IT, VV. VVV . 1.1 L A An 7 /Bt V. VVV a I1L L n nnn n !rt V.VVV 11 ! 1 L L f. nnn Y !'.' " 1 V.vvV .1 tIL .. V. VVV 4 v Z -^ n L' T V Tf TT V 11 1' A L 1 U 1\ Z L L v n U V 1. 1 V 1 nrnn Tnr,n uvnu uvnu - ? V fill N n Anti 4t_7 V . V V V 1'-L 11 n AAA .t-- V.VVV 16 11 V.000 A T TTr Tnnn ulyu uvnu n nnn Y n nnn PIE -7 V . VVV 1 L 11 A. AAA -t_7 V. VVV 1L A TJTnrn T n•n nlav uv!'lu n nnn Y n nnn L't_7 V.VVV L'L 11 V.VVV 1l, 11 COLUMN DATA V 1 r V L;rn V nFFI, t _ n v11oLL Y. iiffccr 11A 0V nT n.T nn mA. unuD lunlD 1Lnan V nlr rnnmunr.nvr -^nn unnauuunAD ilUnv n n1% F Ann :r_7 V . VVV 1 L 31 A A.AA V-7 V. VVV 1L A - IT, } nnn Tn iL. vvv 111 c nr,11 T,, V .UVV u n nnn Bt V. VVV I iL.UVU 11, a AAA Tr,V.VVV 111 rnnm TLTI. r+urry Aurnn Omnrnrrr iAlTn G1n 1!1 - nur.nn rmnrrrnr IMM T:Tnvi L'VV11au LUBLA - u11unA UTAnuunv Ivan nnl/ Unarm ulADvvDv iinv nniI Y n; nnn V4- �Y nr A nnn T/ !Tr "1 .V (I AIT, 7 r"I A nlulcuolvu = 1. VVV L'L iA nlCa = V.VVV it /11, L TA n1Ca = V.UVV 11 jlu L 7 n; A nnn r+- IFnr n nnn V ITn "'I IF 'I A nnn [Tn u liluir"7lvll - L. VVV 1: L, -A n1Ca = V VVU A !1D L -A nl Ca = V.VVV a /11, "G •-1, ,nrn n.c ? i Ft itrt Tr. - nrn. .^, nnn ff %Tn "? 1•-i nrn: A nnn 7 iTn v v v 1. .., u. w= 1,... n.-nnn A non 7alrt- ^I 7 nrn, n AAA Y !Tr "A 7 nrn A nnn 7 IT "n 1'IQA. LLCJJ. = V. JVV !t /1'L L -u n1Ga = V VVV It /ill L -Ll nl Ga = V VVV 11 !lD L n: A AA' !T n??n A 10L v !Tn ^" nllvll. = VVJJ It /113 G nl lull. = V.1Vv A/ill G annr;nr, -, RAnn„ntn 4V L1.L., 1Y I.LLLl1LL4 LL RlimT-0M. Q?RRT. TTACit:?7 lD=ra': icT^n Y QYTcl urtTTflH CTRRT. P,RCTrV (Dcr:T ici ^n aYici 6In CUnl- ,V nr A nnn r+- Ffn n1 f7 nr ,l A nAC rt- 17UIlIL ITA nLLa) = V. VVV 1'6-A LIVu1C11L ITn n1C0/ - V.L7V 1L-L !_Y arcai n nnn Rf_i ( arcai n 7"us R�-_Y et—" - n,,; nA n Ctc' "n lb,; ernn? D—,"—A n nCo T,t" !;�;.,1, u LL1.1 ALLjLLI1 L4 = Y.J1V In L, L3114t VLLL1 AL1iLL11LLL = V.LJI 111 4 (nlul i?icr i'n renrrniri i nnn Tr iiict fn tncnfirn,'n 1 nnn Tr ,mirth? nn r.;nnn Itr nni nnn; nnn 11 i/1 LLL1 U!/LLLJ.4yV _ V. L41 U1L4L 111yv ' 5 91 Rar e ;ni Tr ntc_a larrnri Pnrc < -1 rmri cc iarn^,nr! 11 ...w , <� L......—Ii "L n-..., 1 1 n.•t!I - n-..1- - 'n-.1.--'. n "L n--- 11A1lM1 T- M. -l& (T...--...I J ttY Dalo aL 7. UVV 1L1. LG11LG10 jAL1L11VLj L #1 DaLD a U.VVU 111. n,G11LCLD 11111U11U1) i $; Rare ah in Titn in ron FA Yc (anr�'fYY ^rnnT Ili nt-r i'K t; nr, ;n tin Qi—n V LLL1 VIV LI IYLLLI V4 14 L4L l, /sn,mrA ?-,,,arT1C l;nA rt;rtyn V.- 1. VV, LI..UV1 L1 Vui:vn„_Iurl I6Anrl; Fi nrT nnr.nrAi r.n 1,: 1'3VLL1I ILLL nLLV1LL111y11. nnnnTmimrro A AAc ri "F ,,^ n"? A Ann Vt "1 A4F nnn rn n S(Unllll llDu L. LVJ 1L3Jn VL U6 l Quu L VVV 1'L 4 VL LVULIGLG. -• SANFORD FIRE DEPARTMENT FIRE PREVENTION DI VISION 300 N. Park Ave., Sanford, Fl. 32771 / P. O. Box 1788, Sanford FI.32772 Office (407) 302-2520 / FAX (407) 302-2526 •.- f Pager (407) 918-0395 Plans Review Sheet Date: March 4, 2004 Business Address: 1101 Rinehart Road Occur. Ch. Mercantile (Shell only) Business Name: Deon P. Dike Ph. (407) 830-4888 Contractor: Not on Application Ph. () Fax. O Architect/Engineer: Chaco & Peterson Architects Ph (407) 228-4220 Fax (407) 228-4219 Reviewed with Comment: (X) Reviewed By: T. L. Robles Fire Inspector/Plans Examiner -K--' Comments: Plans reviewed as a shell only. Building can not be ever occupied without afire department CIO on shell, and additional permit for interior renovations. Interior renovations blueprints will be required prior to CIO or any occupancy of shell. Fire Department requires additional permits for all underground fire line work. 1.1 Application — New Building, Type V1 Const., 24,600 sq. ft., (shell only) 1.2 Mixed — N/A 1.3 Special Definitions — N/N 1.4 Classification of Occupancy — Unknown (shell only) 1.5 Classification of Hazard of Contents — Unknown 1.6 Minimum Construction — SEE SANFORD BUILDING DEPTS. REQUIRMENTS SANFORD FIRE DEPARTMENT FIRE PREVENTION DIVISION 300 N. Park Ave., Sanford, Fl. 32771 / P. O. Box 1788, Sanford Fl. 32772 Office (407) 302-2520/FAX (407) 302-2526 Pager (407) 918-0395 2.2 Means of Egress Components — 2.3 Capacity of Egress — . 2.4 Number of Exits — Six —teen separate (16) future tenant space 2.5 Arrangement of Egress — two separate exits per tenant space 2.6 Travel Distance — Less than 75' as shell 2.7 Discharge from Exits — 2.8 Lumination of Means of Egress — Required over each EXIT illuminated with battery back up 2.8 Emergency Lighting — required 2.9 Marking of Means of Egress — required 2.10 Special Features - Interior build out permit will be required 3.1 Protection of Vertical Openings — Interior build out permit will be required 3.2 Protection from Hazards — Interior build out permit will be required 3.3 Interior Finish - Interior build out permit will be required 3.4 Detection, Alarm, and Communications — Interior build out permit will be required monitoring of fire sprinkler system 3.5 Extinguishing Requirements —each tenant required to have One (1) 3A10 BC Fire extinguisher 3.6 Corridors — 4 Special Provisions — 5 Building Services 5.1 Utilities — 5.2 HVAC — 5.3 Elevators, Escalators, Conveyors (4A-47) — N/A 5.4 Rubbish Chutes, Incinerators, and Laundry Chutes — N/A SANFORD CITY CODE — CHAPTER 9 Fire Sprinklers — Required, Ordinary Group Two #2, no storage over 12' ft per design criteria Monitoring — Required, on fire sprinkler system OTHER — NFPA 1 2 SANFORD FIRE DEPARTMENT FIRE PREVENTION DIVISION 300 N. Park Ave., Sanford, Fl. 32771 / P. O. Box 1788, Sanford Fl. 32772 Office (407) 302-2520 / FAX (407) 302-2526 Pager (407) 918-0395 3-5.1 Fire Lanes — Required if building is more than 150' from street, exception: building has a fire sprinkler system, F.D.C. required to be 25' (ft) from building not allowed on building 3-6.1 Key Box —Required, see application attached 3-7.1 Bldg. Address Number Posted & Legible — Required, will field verify, numbers of a contrasting color to background 3 Permit # :_ Job Address: CITY OF SANFORD PERMIT APPLICATION S'� r � _�� Date: Description of Work: /5 44b' :.est aAJ CAC�e AdA Total Square Footage Historic District: Zoning: Value of Work: $ 31 I Zw 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 Cale. 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 _)C_ Industrial Construction Type: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required) 222006 Owls Name & Address: .Jf1Yvt `� L/1`�T _LAJ JI{,,.r���.�y�[�� zAil -7 '716 Phone: V72--.273-1/tbp Contractor Name & Address: � k-l" n(' , Yk G j Lp . ' X:�L) �_ n State License Number: l 4 CU 1626 1 Phone & Fax: 3Yt3? 3&L 'h0"o6C_o tact Person: , Phone: 3g6� �`0733 Bonding Company: & fA Address: Mortgage Lender: Address: Architect/Engineer: teRtr� Phone: ,13 31— 513U6 Address: X5 Fax: 3"30-7— 5%dt) 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 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, 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 govemmental 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. ����f . Off-• a�.o 6 Signature of Owner/Agent Date Signature of Contractor/Agent Date Print Owner/Agent's Name Signature of Notary -State of Florida , Date Owner/Agent is _ Personally Known to Me or Produced ID APPROVALS: ZONING: UTIL: Special Conditions: Rev 03/2006 Y) l I Ck4l I (r SAIV(Z SR Print Contractor/Agent's Na e Signature of Notary- to of Florida Date 4egN Kathy Gooch , MY Commission DD311660 OF IJ Expires April 20, 2006 Contractor/Agent is personally Known to Me or _ Produced ID rIN FD: ENG: BLDG: 9111®G I& a A \ eJ APech COMMERCIAL SERVICES, INC. Refrigeration, Air Conditioning, Building Contractor 170 N. Summit Avenue P. O. Box 255 (800) 497-9098 0 (386) 228-0622 Fax Lake Helen, FL 32744-0255 LETTER OF AUTHORIZATION Licenseholder: Michael G. Stover, Sr. License #: CAC056761 CBC059272 I do hereby authorize yr to issue permits and licensing to my authorized agent, on my behalf. Signed, Michael G. Stover, Sr. Licenseholder NOTARY �, Kathy A Gooch y c My Comm"W DD311650 M1 Expires April 20, 2008 State of Florida County of Volusia Date: 'A a D(. The foregoing instrument was acknowledged before me this _day of , 2006. Signed, Mike Stover, Owner - FL CAC056761 - FL CB059272 - GA CN208256 - SC G94885 - NC 3792 This Instrument prepared By: Name I)ov, r'i4 u eg y, S 41) +- ry,, r.ij-:2L :`'d Sf rC(/i RYANNE MO SE, CLERK OF CIRCUIT COURT Address i ,t," � N, „., dt Lei )[mot' V'i 3-1 ?99 SEMINOLE COUNTY RK 06379 AR 01241 Qpg) Permit No. Tax Folio No. CLERK'S # 2006135378 RI EtRUED Ol fi'.IR U006 W l b812 AM RF1,[)ROIN8 FEES 10.00 RECiIFiUIU BY L McKinley NOTICE OF COMMENCEMENT STATE OF FLORIDA, COUNTY OF_�;,, Nf� 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. 1. Description of property: (legal description of property, and street address if available) /'?A'1fe,( '1-; D: v7 -1 - 3� ~ 5 o,�-DG.tit� c]c�i c / / 0 / %?,A,, A ►e1 ;?eA 5's-"kkd �1 2. General description of improvement: Z-far�zo29}c.a.{ _7sl'�r� aG;c 3. Owner information a. Name and address: `jar•► S L�sT o?�01 �L rl, jf- .�`,Ic„ �,,I'fc 11� 7 7 J b. Interest in property: -,27,3-'/"Ocj C. Name and address of fee simple titleholder (if other than owner): ,111r3- 4. Contractor: a. Name and address: Al d VPhone number: rX 5', 64 1k"t 31E� 7�t�f 3�'.�d ' L)-733 C Fax number (optional, if service by fax is acceptable): �I, , x,g ,;�� CERTIFIED- COPY MARYANNE MoRSL 5. Surety MFRK CIRCUIT COURT a. Name and address: Aj/ FLURIpiy b. Amount of bond $ 8Y6i�h11N c. Phone number: G: E d. Fax number (optional, if service by fax is acceptable): 6. Lender p� .-G� ,e a. Name and address: �Igll�G r2 L 4 l� f � b. Phone number: c. Fax number (optional, if service by fax is acceptabl,e): \ 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(I)(a)7., Florida Statutes: a. Name and address: '(Tt::o fJ,1-7 jhn�ic� ,� { C{>, PM 1hnc0i4 F't 3V *7 r5 b. Phone number: L) I cl - cja - S ,5a c. Fax number (optional, if service by fax is acceptable): 91-19 U. In addition to himself, Owner designates the following person(s) to receive a copy of the Lienors Notice as provided in Section 713.13(I)(b), Florida Statutes: a. Name and address- PYeicjrswdc. i 6- 5Iv,Z b. Phone number: Pv� .&'x a5- L4fCz. i:k G,, Ff 3A7Yv 3A- -;Z;.te- 0733 c. Fax number (optional, if service by fax is acceptable): SYL-.2;1.. g _ 0(.xz 9. Expiration date of notice of commencement (the expiration date is 1 year from the date of recording unless a different date is specified) 12 - 30 - 6L Signature of Own —� Owner's Name' Owner's Address - nl' .—.e C4 Sworn to and subscribed before me by 3 C`C�' d + ? who is personally known to me or produced as identification, and who did take an oath, t is day of a i a a �2f 20 �.rs'" Va" A Gooch Signature of Notaryj i� Printed Name of Notary ' My commission .DD311860 Commission No./Expiration CN Q acre ar Expires April20', 2008 SEAL: ALL INFORMATION MUST BE TYPED OR PRINTED LEGIBLY TO COMPLY WITH RECORDING REQUIREMENTS. R Certificate Of Occupancy Addendum Owner: Walmart — S„ s C Lo cz, Address: 1101 Rinehart Road Date: Sept. 6, 2002 Reason for Disapproval: 0 Post -it® Fax Note 7671 Date ` o paoof To A — Fro rn� (� Co./Dept 'CL) Co. (�� Phone # Phone # Fax # yp� SgS-_ 25 7 % Fax # ❑ Seminole County approval of all improvements within the Rinehart Road right-of- way. ❑ Certificate of Completion letter, signed and sealed, from the engineer. ❑ Record drawings, signed and sealed, are required. One set of 3 mil blackline mylar and 6 sets of blue lines shall be submitted. (after preliminary sets are reviewed and approved) ❑ Business number on the building and/or sign. Conditional Agreement: ❑ All Stop bars shall be thermoplastic ❑ A build-up of silt at the north end of the west -side pond needs to be removed. ❑ There are several plants and trees that appear to have died and need to be replaced in kind. Please be advised Engineering has no objection to allowing only the installation of equipment and fixtures (no merchandise) without further approval. A permanent Certificate of Occupancy will not be approved by this office until all of the items listed under Reasons for Disapproval has been completed. All items under Conditional Approval shall be completed prior to October 1, 2002. Applicant shall call Engineering Department (330-5652) for re -inspection. Thank you, Dave FASHA_ENG\Development Review\06-Post Approval\Certificate of 0ccupancy\Sam's*C7ub.00.wpd June 10, 2002 Wt LEGAL DEPARTMENT REAL ESTATE DIVISION Adele E. Lucas Division Counsel, Real Estate September 3, 2002 Antonio Jackson Hensel Phelps 1099 Rinehart Road Sanford, Florida 32771 Re: Sanford (Dikeou), Florida: Store #4785-00 Dear Antonio, SAM M. WALTON DEVELOPMENT COMPLEX 2001 S.E. IOTH Street Bentonville, Arkansas 72716-0550 (479) 204-0028 adele.lu cas@wal-mart.com Enclosed herewith, please find five (5) original sets of the Indemnity Agreement for the above referenced transaction, executed by Sam's East, Inca Please obtain applicable signatures and return three (3) original fully executed sets back to us at the address listed below. Adele E. Lucas, Esq. - 8313 Wal-Mart Stores, Inc. 2001 SE 10`h Street Bentonville, AR 72716-0550 If you have any questions, please feel free to call. Sin e ely, Carol Wright Legal Assistant for Adele E. Lucas Enc. CORPORATE • EMPLOYMENT • INTERNATIONAL • LITIGATION LOGISTICS • REAL ESTATE • SAM'S CLUB • WAL-MART STORES r INDEMNITY AGREEMENT This Indemnity Agreement is made this day of September, 2002 between SAM'S EAST, INC., an Arkansas corporation, (herein called "Sam's"), 702 SW 8`h Street, Bentonville, Arkansas 72716-0555, with offices at 2001 SE 10`" Street, Bentonville, Arkansas 72716-0550 and the CITY OF SANFORD (herein called "City"), State of Florida. .WHEREAS, Sam's is engaged in the fixturing, merchandising and equipment installation at Sam's Club #4785-00 (herein called "Store"), located at 1101 Rinehart Road, Sanford, Florida and desires to continue to do so prior to the issuance of the permanent Certificate of Occupancy; and WHEREAS, the City has requested an indemnification from Sam's from liability regarding health and safety of the setup personnel in the Store prior to the issuance of the permanent Certificate of Occupancy. NOW THEREFORE, in consideration of the above stated premises and other good and valuable consideration, the parties agree as follows: 1. In consideration of the City permitting Sam's to install fixtures, merchandise and equipment in the Store prior to issuance of the permanent Certificate of Occupancy, Sam's hereby agrees to indemnify the City and to hold it harmless against any loss, claim, cost, damage, or expense, including reasonable attorney fees and court costs, which it may sustain, suffer, or incur by reason of any rights, actions, and claims entered, filed, or commenced against the City arising out of the installation of fixtures, merchandise and/or equipment in the Store prior to the issuance of the permanent Certificate of Occupancy by the City. 2. This Indemnity Agreement shall terminate and be of no further force or effect immediately upon the issuance of the permanent Certificate of Occupancy by the City. 3. All notices to Sam's hereunder shall be given by certified mail, return receipt requested, at the address first above mentioned. 4. This Agreement shall not be assigned. Sanford (Dikeou), Florida Store #4785-00 Pagel of 3 IN WITNESS WHEREOF, the parties hereto have executed this Agreement the day and year first above written. ATTEST: Assistant ecretary WITNESS: STATE OF ARKANSAS ) SS COUNTY OF BENTON ) SAM'S EAST, INC., an Arkansas corporation By: 0AW Y Robert M. Bedard, Assistant Vice President CITY OF SANFORD By: Print Name: Title: ACKNOWLEDGEMENTS The foregoing instrument was acknowledged before me this day of September, 2002 by Robert M. Bedard, as Assistant Vice President of SAM'S EAST, INC., an Arkansas corporation. Who is personally known to me or has produced as identification. SsarF CARt L 1' OF NOTARY PUBLIC BENTON COUNTY My COMM. UP. Feb.1, 2011 Sanford (Dikeou), Florida Store #4785-00 Notary Public r x e L L )ie j &#t— My Commission Expires: a,1 0i A r a 01 only b Page 2 of 3 W -Mart Legal Team Date. n STATE OF FLORIDA ) ) SS COUNTY OF SEMINOLE ) The foregoing instrument was acknowledged before me this day of September, 2002 by , as of the CITY OF SANFORD, state of Florida. Who is personally known to me or has produced as identification. Sanford (Dikeou), Florida Store #4785-00 Notary Public My Commission Expires: Page 3 of 3 —S` p 05 02 02:17p R C P 813 973 0485 p.1 ASSOCIATED CONSTRUCTION PRODUCTS, INC. September 5,2002 The Briar Corporation P.O.Box 470264 Lake Monroe,Fl. 32747 Attn: Mr. Bob Harold Re: Sam's Club — Sanford,Fl. To whom it may concern this letter is to certify that Associated Construction Products,Inc. of Tampa,Fl. has installed the Sierra Slope Retention System (Sod basket reinforced wall) in accordance with the approved shop drawings provided by Contech Construction of Orlando and Engineered by Tensar Earth Technologies of Atlanta,GA.. If you have any further questions please do not hesistate to contact us. k Th Vsn Steven E. Chief Estimator P.O. Box 273790 • Tampa, Florida 33688-3790 • (813) 973-4425 • Fax (813) 973-0485 Mr. Shields, From your fax and our Mlephoe conversation of December 12, 20001, Tensar Sw1h 7eftolqlM Inc. (rET) understands that, from Stjjjlon6+69 to Stafon 3+81, The we of The slope was constructed approximately five feet away frOM the proposed we alignment and a total of 3 welded *=" forms has been installed. The we of the slope should move approximately 5 feet further out in order to keep the slope at the right aligr=nt TFT MCOMMM& the following fix for the bottom three welded wire forms: I - Set the tot of the slope U The correct 10catiOns (approximately 5 fee from the instal led Toe). 2. Carefully expose the installed Type I geogrid transverse bar by cutting the welded wire forms and ft Blaxigl SOO&Tid Bx 1120. The ftzwvmc bar should not be damaged. 3. Connect the new Type I geogrid to the exposed Type I gooed transverse bar by using the Bodkin Connection Details as shown in Sheet 11. prior to placing fill, the bodkin connection should pull taut 4. Extend the new Type I geogrid to the face of the slope and construct the face as shown in the Construction Drawings. If you have any questions, please call me at (404) 250. 1290. RespecdWly Submitted: W. Kevin Lee, P.E. MAff4cr of Engineering Opem4om CC: Sean Wokasien - TET 2 101 15:57 31, 5576 21-09:19AM -.-,,.TEL)407,,.3 ID) .Rpr S 2002' 10 4.5 F 02 $:S3AP� TE 3A4 EfiRTh ;EC4NOLWES N0.46b$ March 29, 2002 Mr. Leroy Turja CPH Engineers, Inc. 500 West Fulton Street Sanford, FL 32771 Fax: (407) 330-0639 RE: Sam's Wholesale Store, Sanford. Florida TET Project #: 4LDM-3-0856 Dear Mr. Turja' Based on your fax and our telephone conversation of March 18, 2002, Tensar Earth Technologies, Inc. (TET); understands that the slope has been buik; and a concrete rectangular structure (grease trap) and sanitary manhole need to be installed within the' geogrid reinforcement zone..TET also understands that the distance of the structures from the slope face is 17 ft and geogrid embedment length of this Zone is 26 ft. TET recommends the following installation for the grease trap and sanitary manhole structures; 1. Dig a clean hole approximately 6 inches bigger than the structures. . 2. Cut the geogrids within the hole by hand. 3. Place the grease trap or sanitary manhole. 4. Above the installed grease trap, replace the new Type l geogrid by using the Bodkin. Prior to i;11 I— kn iL:.. -- t— a —0,4 wnl l ♦ant RIP UNIVERSAL ENGINEERING SCIENCES Consultants in: Geotechnical Engineering • Threshold Inspection Environmental Sciences • Construction Materials Testing September 5, 2002 Wal*Mart Stores, Inc. Attn: Mr. Steve Dyer 2001 Southeast 10th Street Bentonville, AR 72716-0550 Reference: Conformance Letter - Structural Steel Sam's Store No. 4785 City of Sanford, Florida UES Project No. 70008-054-01 UES Report No. 242194 Dear Mr. Dyer: 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 Sam's Store No. 4785, City of Sanford, Florida (Permit No. 02-033). VERIFICATION OF STRUCTURAL STEEL BOLTED & WELDED CONNECTIONS This will verify that Universal Engineering Sciences was retained by Wal" Mart Stores, Inc. to provide visual and non-destructive examination of erection of the structural steel connections (i.e., beams, columns, high -strength bolting, bar joists, metal decking puddle welds and deck screws) 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, nor do we relieve the General Contractorof 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 were constructed in general compliance to the approved construction plans, project specifications, and approved structural changes. We trust this conformance letter is acceptable to you current needs. If you should have any questions, please contact us. Respectfully submitted, UNIVERSAI._.[-:N-GINi'4rRING SCIENCES, INC. Thomas E. Whitney, P.E. (CWI) Projec+`Enginev.,.r'- 06nstruction Services Dept. STATE�OF FLORILDA Registered: Professional Engineers No. 58811 Ot ` . 3532 Maggie Blvd. 9 Orlando, FI 32811 • (407) 423-0504 9 Fax (407) 423-3106 U1964 American Welding Society F8 �� , n � u4 • c� rn wHLf1HK 1 FAX NO. 5012040423 P. 02 INDEMNITY AGREEMENT This Indemnity Agreement is made this day of 2002 between SAM'S EAST, INC.,' an Arkansas corporation, (herein called "Sam's"), 702 SW 8`h Street, Bentonville, Arkansas 72716-0555, with offices at 2001 SE 101h Street, Bentonville, Arkansas 72716- 0550 and the CITY OF SANFORD (herein called "City"), State of Florida... WHEREAS, Sam's is engaged in the fixturing, merchandising and equipment installation at Sam's Club #4785-00 (herein called "Store"), located at 1101 Rinehart Road, Sanford, Florida and desires to continue to do so prior to the issuance of the permanent Certificate of Occupancy; and WHEREAS, the City has requested an indemnification from Sam's from liability regarding health and safety of the setup personnel in the Store prior to the issuance of the permanent Certificate of Occupancy. NOW THEREFORE, in consideration of the above stated premises and other good and valuable consideration, the parties agree as follows: 1. In consideration of the City permitting Sam's to install fixtures, merchandise and equipment in the Store prior to issuance of the permanent Certificate of Occupancy, Sam's hereby agrees to indemnify the City and to hold it harmless against any loss, claim, cost, damage, or expense, including reasonable attorney fees and court costs, which it may sustain, suffer, or incur by reason of any rights, actions, and claims entered, filed, or commenced against the City arising out of the installation of fixtures, merchandise and/or equipment in the Store prior to the issuance of the permanent Certificate of Occupancy by the City. 2. This Indemnity Agreement shall terminate and be of no further force or effect immediately upon the issuance of the permanent Certificate of Occupancy by the City. 3. All notices to Sam's hereunder shall be given by certified mail, return receipt requested, at the address first above mentioned. 4. This Agreement shall not be assigned. r Sanford (Dikeou), Florida Store #4785-00 Pagc 1 of 3 i 08/30/02 k nuU. 6u-euue hKl U4`24 Pfl WALMART. FAX NO. 5012040423 P. 03 IN WITNESS )AqF EREOF, the parties hereto have executed this Agreement the day and year first above written. ATTEST: SAM'S EAST, INC., an Arkansas corporation By: Assistant Secretary Robert M. Bedard, Assistant Vice President WITNESS: CITY OF SANFORD By: Print Name: Title: ACKNOWLEDGEMENTS STATE OF ARKANSAS ) SS COUNTY OF BENTON ) The foregoing instrument was acknowledged before me this day of , 2002 by Robert M. Bedard, as Assistant Vice President of SAWS EAST, INC., an Arkansas corporation. Who is personally known to me or has produced as identification. Sanford (Dikeou), Florida Store #4785-00 Notary Public My Commission Expires: Page 2 of 3 08/30/02 FRI 18:26 [TX/RX NO 7788] A0G-30-2002 FR1 04:24 PM WALMART FAX N0, 5012040423 P. 04 STATE OF FLORIDA ) SS COUNTY OF DUVAL ) The foregoing instrument was acknowledged before me this day of , 2002 by as of the CITY OF SANFORD, state of Florida. Who is personally known to me or has produced as identification. Sanford (Dikeou), Florida Store #4785-00 Notary Public My Commission Expires: Page 3 of 3 08/30/02 FRI 18:26 1T%/R% NO 7788) PERMIT ADDRESS I l CC) CONTRACTOR SSV � L ADDRE-va An 3 C+-�,oS PHONE NUMBER 9 q I yJ 41- I LU C PROPERTY OWNERW ►'� �- ADDRESS o i PHONE NUMBER ` ELECTRICAL CONTRACTOR MECHANICAL CONTRACTOR — PLUMBING CONTRACTOR MISCELLANEOUS CONTRACTOR PERMIT NUMBER MISCELLANEOUS CONTRACTOR PERMIT NUMBER FEE FEE d d SUBDIVISION In PERMIT # 6 2 - I �01� t f 20 `f- DATE -7- 9 --G2- PERMIT DESCRIPTION PERMIT VALUATION�G SQUARE FOOTAGE 0 0 d I ill -�7 q-7 !(-! �2 J CITY OF SANFORD PERMIT APPLICATION oo - ��L' Date: Z' Permit No.: 1 -lob Address: / Parcel No.: Z Z �S — 3 t) — 346 —OU ) a " U � `( ttach Proof of Ownership & Legal Description) f Description of Work: 'Sj %r Z 3 ' s Type of Construction: me.y! L— (AJ/ ��,�S?i�. Fl d�-one: Valuation of Work: $ ��hb Occupancy Type: Commercial industrial _Residential Number of Stories: Number of Dwelling Units: Zoning: Total Square Footage: Owner: �h7�r'S rg 5�� Address: I _ �7 City: seti I��. State: 17k Zip: / �G Phone No.: Z77'7 9 '—/ Fax No.: C (� Contractor: / �D%L�C�� fSi! jrt �0 Address: L1%4 i l- City: State: Zip: ` Z1JgState License No.: Phone No.: Fax No.: Contact Person: Phone No.: /-PL/l `%�7 1,6 :e ` Title I{older (If other than Owner): Address: Bonding Company: Address: Mortgage Lender: _ Address: Architect: Phone No.: Address: Fax No.: t Application is hereby do made to obtain a permit to 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 he secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, (J and 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, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as 'water management districts, state agencies, or federal agencies. Acceptance of permit is fl ation that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. Signature of Owner/Agent Date Signature of Cpn ractor/Agent Date Print Owner/Agent's Name Print Contractor/Agent's Name gL Si atupsrlotary^Catcrf~ r Signat e o�irRUft4asy Stati Lgfi1 liiPidaZ. RING j G D e rg `" MY COpNIw7ISS]ON # CC 825838 P3Y CpuP41SS10N # CC 825 N 9 E)C IRES:05/21/2003 OFF�ra EXPIRES:05i21/2003 �. A ng -gpo-3NOTARY Flz_:'4�ry Sorrice &Bondi Co. 1-t400.3NOTARYri2. Notary Service &Bondin Owner/Agent is Personally Known to Me or Contractor/Agent is ! Personally Known to Me or _ Produced ID { _ Produced ID APPLICATION APPROVED BY: v Date: 2 Special Conditions: _%s \ .C-`3 It CITY OF SANFORD PERMIT APPLICATION Permit No.:_02 nC) ,�t Date: Job Address: a o l 'el 6Laj ' it°`� ez). Permit Type: Building __ Electrical Mechanical . Plumbing Fire Alarm/Sprinkler Description of Work: �3aU- 5k6rQ)S 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) Plum bing/Commercia1: Number of Fixtures Number of Water & Sewer Drainage Lines_ Number of Gas Lines _ Occupancy Type: _Residential )/Commercial — Industrial Total Sq Ftg: �_ Value of Work: Si 3i 5C)C> Type of Construction: Flood Zone: Number of Stories:Number of Dwelling Units: Parcel No.: 3 Z- 3c ' 00CP Ge�a� (Attach Proof of Ownership & Legal Description) Owner/Address/Phone: SPOr71 ' S I - -ZO\)1 LlE 71,6 -- Contractor/Address/Phone: f LO ilk O, S141J Ca 1_d_t ____ 2e1-61- - Ak�£ t,-) ,�L- c2,420e- j'tit - %N7-I anO -State License Number: E7`-'000 I qt 3 _ Contact Person: C'"tWeL-f—=S p�i Lc _ Phone & Fax Number: q,� 1-74-7-laocD L l q-1 - 7Y� -_ 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 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, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. A Signature of Owner/Agent Date Signat4e of Contractor/Agent to Print Owner/Agent's Name Print Contractor/Agent's Name Signature of Notary -State of Florida Date Owner/Agent is ___ Personally Known to Me or — Produced ID APPLICATION APPROVED BY: 0 lq_6 - Date ojPR ;� 0!*14iM.JOHNSON *� MY C r :t' ,IoN 4 CC 921808 �E i-�, Mar-h 2:i 2004 Contractor/Agent is Personally Known to Me or ,--'Produced ID i�. t eL NoSo? • -? (0-1 • S 3.33 80,z) °-/Ut ular Date: 7 - ,l - Z - Special Conditions IA!FrAI7 S/NCE 1951 AL® /j VA SION C® PA4 1101 29th AVENUE WEST . BRADENTON, FLORIDA 34205 1� TELEPHONE (941) 747-1000 . FAX (941) 746-5689 DATE: AUTHORIZATION FOR AGENT I, Charles F. Ogle, do hereby authorizer�� to a s y agent in securing permits in the CONTRACTOR'S SIGNATURE State of Florida County of Manatee Sworn to and subscribed before me this day of '10O'Z_ NATURE OF NOTARY ice• � �� l� UTAH State of Florida County of Manatee Sworn to and subscribed before me this day of TIJ01 , 11 ATURE OF NOTARY �I+Rt N O. DRING �earn�eGV MY COMMISSION # CC 825838 EXPIRES: 05121 i2003 �OF 1-8063NOTAFY Fla Mot^ri Service & Bonding Co. Fla N.:xa.. SERVICE e INSTALLATION • FABRICATION o ILLUMINATED SIGNS Permit No.: 02— - I ,rob Address: O Parcel No.: — Description of Work: CITY OF SANFORD PERMIT APPLICATION Date: hb — `1Sb njQ —y�j� 2> (Attach Proof of Ownership & Legal Description) A n 1q. A r Type of Construction: rm ,fie ' Valuation of Work: $ Occupancy Type: Number of Stories: Number of Dwelling Units: Owner: Flood Zone: Residential Commercial Industrial Zoning: Total Square Footage: 9 to Address:,'106/ /�� // �� City: ZP!r �/x - /�e State: Zip: 7Z 7/4, Phone No.: Z 7 7 — !2S/10 Fax No.: Contractor: Address: AD/ �9'�� �!: c,) City: �A74,,�,,,/vv Stater Zip: State License No.: Phone No.: /1 f/ �1j — /Q� b Fax No.: Contact Person: ��� /�� �4�� Phone No.: Title Holder (If other than Owner): la'dtrr,=e> Bonding Company: Address: Mortgage Lender: Address: Architect: 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 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, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of pe .t is verification that I will notify the owner of the property of the drements of Florida Lien Law, FS 713. Signature of Owner/Agent Date ignature of Contractor/Agent Date Print Owner/Agent's Name Print Contractor/Agent's ame Signature ofNo iUIo � • a ---I Date Signature of Notary -State of Florim Date. �Q�F,0.YFGyL KAREN O. DRING - -- MY COMMISSION # CC 825838 *0.vpUe`n KAREN O. DR1NG EXPIRES 05/?II2003 MY COMMISSION # CC 825838 � of Fop e EXPIRES: OS/21/ 1003 1-8063-NOTARY Fla. Notary Serfic & Bonding Co. :'p t4 pip OTARY Fla. Noary Service &Bonding Co. Owner/Agent is Personally Known to Me or Contractor/Agent is — Personally Known to Me or Produced ID Produced ID APPLICATION APPROVED BY: ry Special Conditions: Date: *� L-_�5—, Z— SINCE 1951 s #tR ,� i6u7my y SIONcomp APff June 5, 2002 City of Sanford (Z-Z<H -1) Building Department Permitting 300 Park Ave. ya 1 3 Sanford, Fl. 32771 Re: Sam's Club signs for 1101 Rinehart Rd. To whom it may concern, . ECEIVED ■ '• Enclosed is the permit application for the wall signs at the above location. If I need anything else, please call./ am permitting the following: (1) 18" Entrance (2) 18-Exit (3) 6' 6" wall LD. Sign (4) 8' Sam's Club logo sign (5) 8' Sam's Club logo sign Total of wall signs Sincerely, Charles F. Ogle Partner 15.75 square feet 6.38 42.25 99.71 99.71 263.80 square feet. 1101 29THAVE W. BRADENTON, FL 34205 PH.(941) 747-1000/FAX(941)746-5689 VISITOUR WEBS►TE AT FLORIDASIGN.COM `w0r� GOlfce r Colf 1-0 in i PREPARED BY GEORGE B. WALLAfE,ESQUIRE 700 Wept Firld Street Sanford, Florida 32771 Phone (401)323.3860 1'.l'1'4, ' :Cl01 ty, SV - Lei EHaj SCHUS ER is RUSSELL, PA. Ill !:. Epinal hDRIDil33302 an iAtAHtllfit 0aI to11att1111MIaaGNa01Jll 1HAYoft NURSE, LLEW OF CIRCUIT CM RT SPAIMLE CfltA1TY UK 041G3 PG 1044 CLERK'S # 2001744065 IiECow" 0916uml 12146r59'PN 1111iQ DUC fAX 0.10 R XURDING ihE S 15.00 NECUNDLD-BY it Noidon SPEQAL WARRANTY DEFT Wheteuerusedherein,tha shall include theheirs,personalropmesentetFres,suconsasand/orassignsorlhe"Apectrvepeailes. herein: the use of the singular nuns dell hictude the.plural, and the plural the singular, the use of any gender shall irxiude all genders and. irused-the lean "noteP . sholli6ehide all -the notes herein described N more than one. Made this 29m day o st,A.D„ 2001, BETWEEN CLARA M BALL and LINDA B. SARGWr, Co- . Trustees under uarectxded M, BALL REVOCABLE TRtW,,dated February 14, 1994, of the County of Seminole in' to of'Florida, party of the first part, and &W5 EAST, -INC., an Arkansas corporation, ' $ address is: 2001 SE 10`" Street, Bentonville, Benton Gottnty, Arkansas 72716-0550, second part, WITNESSECFI, that the of the first part, for and in consideration of the sum of TEN DOLLARS AND OT1 TER VALU C a, ERATION, to him in hand paid by the SaW party of the. second part, the receipt whereof Is admowledged, has granted, bargained and sold to the said party of the second pan forever, th owing described land, situate, Iybrg and being in the County of'SEMINOLE, State of Florida, to witi The West 755 feet of the South' et of the West 171/2' chains of the East 22 1/2 chains of the North 1/2 of the t 1/4 of Section 32, Township 19 South, Range 30 East, Seminole County, th* Subject to the following: O a. Taxes for the year 2001 and they b. Easement(s) as set forth in instru t corded in Official Records Book 2962, Page'737. C. Unrecorded easement for Sunrise H Property Tait Identification Numbers: 32-19-30-3 & 32-19-30-30"09D 0000. TO HAVE AND TO HOLD the same, together with all and singular th urtenances thereunto belonging or in anywise appertaining, to the said party of the first pars an will d the "same against the lawful Claims of °a}] persan9claittUAg by, through, Or under said early of ibe �irst not-otRerwlse and except for the matters listed at (a) dwough (c) above. 0 IN WITNESS WHEREOF, the said party of the flrsi part has° to set his hand and seal the day and year Am above written. Signed, sealed and delivered in the presence of: 9� tn�%(SEAL) o Clara M. Ball, Co -Trustee under Clara M. Ball Pfrtlts rd7n r Lv./sir. Revocable Trust, dated February 14, 1994 f PrinC Ak_karigen�t,C 2 �uuder -Trulara M. Ball Revocable Trust, dated February 14 1994 Address: 35849 Osprey Lane, Eustis, FL 32736 WAL*MART STORES, INC. WAL*MART SIGN SHOP LYNN BEAVER 2001 S.E.10th BENTONVILLE, AR. 72716-0560 (479)277-9516 PHONE (479)204-0005 FAX May 14, 2002 ADDRESS 1101 Rinehart Road Re: Store #4785 Sanford, FL. To Whom It May Concern; I hereby authorize Florida Signs Unlimited and its representatives to act as agent on our behalf for sign permits and any variance at the below address: WAL-MART #4785 1101 Rinehart Road Sanford, FL. 32771 Sincerely, Property Owner Property Owner Name: Property Owner Address: Property Owner Phone: State of: Arkansas SAM'S East LP 702 Southwest 81" Street Bentonville, AR. 72716 (479)273-4000 County of: Benton Subscribed and Sworn to before me this / day of Notary Public 20 & ,'2- My Commission Expires JULIE TOWNZEN NOTARY PUBLIC-ARKANSAS BENTON COUNTY My Commission Expires 1/ ((-2_0d� 2 Permit No:: Job Address: CITY OF SANPORD PERNIIT APPLICATION 300000848. Date: Permit Type:' X Bu Mog Electrical Plumbing F`irc Atacm/SprJckler ' Additional itformation Tor Electrical& rtummag:rermtzs Electrical: �Addition/Alteration, Change of`Service Temporary Pole _New AMP Service ofA?&S _ Plumbing/ Residential;, Addition/Aiteration X New Construction (Ono Oloset'Plus Additional) Plumbing/commercial. Nwnb6t of >~ixtuYes Number of Watcr & Sewer Drainage Brit s Number of Gras Lines Occupancy Type: ; ;,Residential X Commercial _ IndustrFai Total Sg Ftg: _ Value of Work: Type of Construction: Flood Zone:,... (Number of $todo: Number of Dwelling Units: � f Parcel No.: (Attach Proof of Ownership &' Ltgal De-;cription) V) Owner/Address/Phone: Sam's East, Inc.,.. Contact Abe Badeen, 702 SW 8th..Street _ - Bentoville, AR 72716_,,(479)273-4861 ConiractodAddress/i'hoae: Hensel Phelps, 6280 Hazeltine National Drive; J-D Orlando, FL- 32822 (407),856-2400 State ,L censcNumber: CG-CO 52882 . Contact person: Antonio Jackson Phone:& 1"ax Number: (407) 322-4434 — V Title Holder (If other thin Owner}. or � Application is hereby made to obtain a permit to do the work tall and installations as ildicatcd. I certify that no work or installation has commenced prior to the issuance of a perm) t'aitdthat all work will be performed to meet standards of all Iaws regulating construction [a this jurisdiction. '1 undprstaf�d.that a separate permit must be secured for ELECTRICAL WORK, PLUMBING. SIGNS, WELLS,. POOLS, FURNACES; BOILERS; HEATERS, TANKS, and AIR CONDITIONERS; etc. OWNER'S. AFFIIaAVFT: I certify that;all of the foregoing information is accurate and that all work will be done in<compl ana with all applicable laws regulating construction and zoning, WARNING TO OWNER: YOUR FAILURE TO RECORD=A NOTICI; OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICEFOR IMPROVEMENTS TO YOUR PROPERTY, IF YOU INTEND TO OBTAIN FINANCINOI CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YGUR NOTICE OF COMMENCEMENT. NOTI In addition to the requirements .of this permit, thorc,rnay',be additional restrictions appticablc to this property that rna)° tie found in the publicrecords'-ofthis county, and there taay bt:additional permits required from other governmental entities such as water matnagementdistricts, state agencies, or federal agencies, is verification that I will notify the owner of the property of the requlreme nts of Florida Lien Law, F k 71.. Print Owner/Agent's Name Signarai of Contractor/Agent Date Print" Cant actor/Agent's Name Signature of Notary -State of Florida: Date Si- azure of Notary -State of Florida Dne; - IN■ �1 1 MOTKs FLORIDA SIGN CO. dr li "Lis aNam aNukes ues @W-Wh " I1 errugr Man: F//V,2- k Ad01pR Sr�h� //o l Z �!f /jp cc� nit tasbummal Tte" tt: N.m.a � 2 Addmut Pt�1 AppdMn Varff Parmtl Now_ b h of Fbi'tdtt — GeunN d � The urrdrfit>6 40 d"om a Owwa Name Aditu o Orwo frflere/t in Addreeo QO�iOtef AddM�e/!o t3uregr (j fManee Addb w ftm r� bySoeftfi W" Adftu In t0 Nfta •a b Nair a copy of on dales oI fell JU NOTARY BEf i� My Commiss Fax:941-746-5689 NW IltaCr� DATA 1 IOaI Is II® b // NI m an 10 NJ p NI N11 �/ INt NN �/0 I MINI Nov 19 199 6.04 P.02 HPIRYANNE MORSE, CLERK OF CIRCUIT COURT SENINOLE COUNTY BK 04455 PG 1840 CLERK'S # 2002905931 RECORDED 07/09/2M 090005 AN RECORDINS FEES 6.00 RECORDED BY M Nolden JULJ0 9 2002 CERTIFIED COPY yyiARYANNE MOROSE CLERK OF CIRCUIT COURT SEMINOLE COUNTY. FIORIDA DEP—My CLERX lfAC7 wOovN TN1f —4 rw AVM DATA NOTICE OF COMMENCEMENT 3Z _/*7 '�C -31-1- Tex Fow No. ------„ 2'r2D l-c } wm M ai r to a trrd t tY omm"'m aatlon is Porld/d in mb WN O f ► tnd to asoor6o�a q1 _ ONXT. MY R4W net Addr•q. a eva�ebto) e �% S 1�£ oIE If opt Mrlprvro_meft -)" - f _ 5' e of ft Rna ""m i dw (R *w then owner} Fax: ft Bel Fax: PhorteF ----- ax: Amount of frond; of Fbft f9tone: by ° u� Fax, &13(txsr. ems. More or Ww be ,a re owner Lknore Nogg pad in Srotbtt 7t9.13(~„`... lax. at �nonoenrt (� rxpiration date tt 1 1)(b), &+totes. kqtM of q !+v>resa a differ in doN b "peed) 7 A. ��R�RAWMAt hI+1 M.sl, p� a {` 2 i e.ti I.Ibe kato/ W-WW r, at ow AM... E TIOWNZEN A'LSEALx "`°°d''°d`o°"° ms. 'UBLIC-ARKANSAS SON COUNTY n Expires //—//- 2n,o Raymond H. Harris Architect Registration No.: AR0014269 211 N. Record Street, Ste. 222 Dallas, TX 75202 (214) 749-0626 (214) 748-0656 fax Note to File File: #4785 SANFORD, FL Permitting and Distribution From: Sharifa Mahmood Project Manager Subject: Signage Calculation Date: June 4, 2002 City of Sanford Community Development Standard: Section 5.0- SIGNAGE A: Wall Signs - The maximum allowable wall sign area shall be one & one half(1.5) square feet per one(1) linear foot of the building frontage. Total sign area shall be the sum of all sign areas excluding window signs or opening banners. No individual wall sign shall exceed one hundred (100) square feet in size for a building with less than 200 linear feet of building frontage. For buildings with building frontage exceeding 200 linear feet, no individual sign shall exceed two hundred (200) square feet in size. 1. Front Wall: 432'-0" long & 35'4" Hi2h=(432x1.5=648 S.F.) 1. Sign#lA in Vestibule (8'-0"x8'-0" Diamond SAM'S LOGO)(1 5'-2"xl V-3 3/4") : Total actual sign area of rectangular =172 S.F. 2. Sign#1B in Vestibule (7'-6"x7'-6" Diamond ANCILARY SIGN )(10'-0 3/8x10'-0 3/8") Total actual sign area of rectangular =100 S.F. 3. Sign#1C in Front Right Hand side (8'-0"x8'-0" Diamond SAM'S LOGO) : Total actual sign area of rectangular =172 S.F. 4. Band "ENTRANCE" Sign in Vestibule(10'-6"xl'-6") : Total actual sign area of rectangular =15.7 S.F. 5. Band "LIQUOR" Sign in Vestibule(7'-3"xl'-6") : Total actual sign area of rectangular = 10.8 S.F. Total Sign Area in front wall of the building is allowed = 470.5 S.F. 2. Right Side Tire Mounting Area CMU Wall: 160'-0" long & 29'-4" High Band Sign " TIRE & BATTERY INSTALLATION" in Right Side of building wall(311- 95'xl'-61') Total actual sign area of rectangular = 47.6 S.F. B: Ground Signs — Only one ground sign area shall be allowed per parcel with 400' or less road frontage. If a parcel's road frontage exceeds 400' & is than 700' then a maximum of two ground signs shall be allowed, but no closer than 300' apart. If a parcel's road frontage exceeds 700' then a maximum of three ground signs shall be allowed, but no closer than 300' apart. Ground signs along intersecting roadways which are greater than three hundred twenty (320) feet from the corridor roadway centerline must demonstrate that the sign is not visible from the corridor roadway centerline must demonstrate that the sign is not visible from the corridor roadway & that the sign is directed to be viewed from the intersecting street. 1. Monument sign style. 2. Maximum height 15'-0" above finish floor. 3. max. surface area is calculated as 1.5 square feet per 1 linear foot of building frontage but no ground sign is to exceed one hundred square feet (100 S.F). 4. Base & planter are to be of brick. 1. Monument Sign: 16'-0" long & 13'-4" High base with planter 20'-0" lon2W-0" wide & 2'-0" High. 1. Monument SAWS LOGO (6'-0"x6'-0" Diamond SAM'S LOGO)(11'-4 1/2"W-6") Total actual sign area of rectangular = 96.5 S.F. SUBDIVISION PERMIT ADDRESS CONTRACTOR ADDRESS - PHONE NUMBER PROPERTY OWNER. EA� ADDRESS -71 I 0-� 0 /1" T"(-, yul PHONE NUMBER (1-501 773 - ") ELECTRICAL CONTRACTOR CTOR MECHANICAL CONTRA PLUMBING CONTRACTOR MISCELLANEOUS CONTRACTOR PERMIT NUMBER FEE MISCELLANEOUS CONTRACTOR PERMIT NUMBER FEE DATE/ PERMIT# PERMIT DESCRIPTION PERMIT VALUATION SQUARE FOOTAGE cn En i �I fj9,1i r1 9t t ��j'It 4a Y�� t Al„ 41, 1 cc, l�j 3�acsimif¢ TRANSMITTAL To: c� r From: less"; Fax: Re: \ n C) Date: Pages: including this cover sheet. BP200I03 CITY OF SANFORD 12'/03/02 •Y. Application Inquiry - Fees 11:19:23 ; Application nbr 02 00000858 Property . . . . 1001 RINEHART RD Fee Class/Type/Description Trans amt Amt due Struct Permit Insp A AE O1-APPLCTN FEE -ELECTRIC 20.00 .00 A AF O1-APPLCTN FEE -BUILDING 10.00 .00 A AP O1-APPLCTN FEE -PLUMBING 10.00 .00 A FN O1-FIRE IMPACT - NONRES 1036.79 .00 A F1 01-FIRE INSPECT -NEW CONST 584.81 .00 A PB O1-PLAN ALTERATIONS 335.00 335.00 P PF 01-PERMIT FEES 7935.00 .00 000000 BLCA00 P PF O1-PERMIT FEES 153.00 .00 000000 PLCM00 P PF O1-PERMIT FEES 20.00 .00 000000 ELTP00 P PF O1-PERMIT FEES 200.00 .00 000000 NCOM00 A PN O1-POLICE IMPACT - NONRES 6611.44 .00 A RA O1-RADON GAS TAX FEE 150.26 .00 More... Total due: 335.00 Press Enter to continue. F3=Exit Fll=Change view F12=Cancel F10=Amt billed BP200I03 CITY OF SANFORD Application Inquiry - Fees Application nbr 02 00000858 Property . . . . 1001 RINEHART RD Fee Class/Type/Description Trans amt Amt due A RD O1-ROAD IMPACT FEES 37318.77 .00 A SC O1-RECOVERY FD/CERT. PGM. 150.26 .00 A U3 WD IMPACT:COMMERCIAL 6662.50 .00 A U6 SD IMPACT:COMMERCIAL 17425.00 .00 12/03/02 f 11:19:23 Struct Permit Insp Bottom Total due: 335.00 Press Enter to continue. F3=Exit Fll=Change view F12=Cancel F10=Amt billed Permit No.: V L CITY OF SANFORD PE, RAUT APPLICATION Date: ti 2 1T- 62 Job Address Permit Type: T Building Electrical Kf chanic'al Plumbing z,----Fire Alar rinkler Description of Work: .7-Av-s- ZA� C,c_ 4/ E fl t"F Fi ✓ZF S/''� iv /z G2 S Yf' Gv�-r 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: Type of Construction: Flood Zone: _ Number of Stories: Value of Work: S I 3 9 S Number of Dwelling Units: Parcel No.: r 1 _ (.Attach Proof of Ownership & Legal Description) Owner/Address/Phone: Contractor/Address/Phone: 4 G L F !l 44- / i - /� d- ij k !o 9 r CCState License Number: O e 31- 5' 4" o / S 3 Contact Person: 12a f "a-o Phone & Fax Number: G ?-? 2? Fig x. S-1 - 9 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 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, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is veri5cation that I wili notify the owner of the property of the requirements of Florida Lien Law, FS 713. Signature of Owner/Agent Print Owner/Agent's Name Date Signature of Notary -State of Florida Date Owner/Agent is _ _ Produced ID Personally Known to Me or APPLICATION APPROVED BY: Signature of Contractor/Agent Date Print Contractor/Agent's Name C," 1-y-, �� 3- z-8 0-2-- ignature of Notary -Stag of Florida Date Contractor/Agent is Personally Known to Me or Produced ID pC_. (-:�' -+oc-, `7io ('3CF� Date: el / d 2 Special Conditions: CITYY `0k OF (S,A.,N�jFORD ELECTRICAL APPLICATION PERMIT NO. _ DATE: 6Z' THE UNDERSIGNED HEREBY APPLIES FOR A PERMIT TO INSTALL THE FOLLOWING®® ELECTRICAL WORK: /-1 OWNER: 1A/Y%'L ADDRESS OF JOB: //0/ ELECTRICAL CONTRACTOR: (9U/4co 1 ee-crRIO&M NON-RES1\c Subject to rules and regulations of the city electrical code: By signing this application I am stating I am in compliance with the City Electrical Code Applicant's Signature /_=C OOOs253� States License# Date 6 — 3 — Job Name Pre -Construction fleeting Sign -In Sheet Sam Permit # Job Address�� �--- Q Owner's Representative(s) o W A �h i�Y �✓�.,, C P H Building Contractor �p�y (,c,'46N MCC) ;,P Nail L_ip Calk qe)q—sqt S8C z Electrical Contractor Mechanical Contractor Plumbing Contractor i Fire Safety Other City Staff r. r�ec rC(a_� SANFORD ORLANDO DELAND PALM CITY CAPE CORAL JACKSONVILLE Guralp Dervis Project Engineer gdervis@cphengineers.com CPH Engineers, Inc. 500 West Fulton Street Sanford, FL 32771 P. 0. Box 2808 Sanford, FL 32772-2808 Phone: (407) 322-6841 Fax: (407) 330-0639 www.cphengineers.com Rick Hayes Construction Manager. WALAMART". STORES, INC. Phone:-479-204-0296 FAX: 479-273-8211- 'Sam Walton Development Complex Pager: 888-530-0296 2001 Southeast loth Street E-Mail: rahayes@wal-mart.com Bentonville,'AR 72716-0550 CITY OF SANFORD, FLORIDA APPLICATION FOR BUILDING PERMIT __y L `PERMIT ADDRESS 1101 Rinehart Road b a� U b 0 �4 a a 0 PERMIT NUMBER 02— 1ZL{ 0 Total Contract Price of Job $252,000.00 Total Sq. Ft. 133,633 Describe Work New GAF roof on new construction (GAF Everguard single ply)scope attached Type of Construction Flood Prone (YES) (NO) Number of Stories Number of Dwellings Zoning Occupancy: Residential Commercial xxx Industrial LEGAL DESCRIPTION (please attach printout from Seminole County) TAX I.D. NUMBER 32 19 30 300 009D 0000 OWNER Walmart Stores, Inc. PHONE NUMBER 501-273-4567 ADDRESS Department 8702, 2001 S.E. loth Street CITY Bentonville STATE Arkansad 72712-6489P TITLE HOLDER (IF OTHER THAN OWNER) ADDRESS CITY STATE BONDING COMPANY ADDRESS CITY ARCHITECT ADDRESS _ CITY STATE ZIP ZIP Raymond H. Harris 211 N. Record St. Dallas MORTGAGE LENDER ADDRESS CITY STATE Texas ZIP 75202 STATE ZIP CONTRACTOR CEI FLORIDA, INC. PHONE NUMBER 386-668-0154 ADDRESS PO Box 1600 ST. LICENSE NUMBER CC CO26474 CITY DeBary, STATE FL ZIP 32713-1600 **************************************************************************************** Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL, PLUMBING, MECHANICAL, SIGNS, POOLS, ETC. OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. A COPY OF THE RECORDED COPY OF THE NOTICE OF COMMENCEMENT WILL BE POSTED ON THE JOB SITE WITH PERMITS NO LATER THAN SEVEN (7) DAYS AFTER THE PERMIT HAS BEEN ISSUED. FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOU PAYING TWICE FOR THE IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. ACCEPTANCE OF PERMIT IS VERIFICATION THAT I WILL NOTIFY THE OWNER OF THE PROPERTY OF THE REQUIREMENTS OF FLORIDA LIEN LAW, FS713. N �a� b fi! cu m a o n Signature of Owner/Agent & Date Signature of Contractor & Date o a 1<_1 Ronald H. Martin H � z Type or Print Owner/Agent Name Type or Print Contractor's Name tz� x 3 t� (D O E ro � h Signature of Notary & Date S.igna .ure .of-..Notar Date (Official Seal) ifitbs6AkW" `t F.nOTARYoMy Comm EXP. 1/4105 p CC 975067 0 o. ro I r I I P*rAn y V~n (I00W 1.0. Ili �4 a a 3 �- O (Z Ica ��o° (a N N +3 �4 a � Z E- L- . - Application Approved BY: r Date: FEES: Building Radon Police fire Open Space Road Impact Application PERMIT VALIDATION: CHECK CASH DATE, ---,-BY ORIGINAL (BUILDING) YELLOW (CUSTOMER) PINK (COUNTY TAX OFFICE) GOLD (CO. ADMIN) **** THIS APPLICATION USED FOR WORK VALUED. $2500.00 OR MORE Sheet 1 See Sketch of Description Included as Attachment "A,1 iDESCREMON Lot 1 Sanford Sarn's Club A portion of the Southwest 1/4, of Section 32, Township 19 South, Range 30 East, Seminole County, Florida, being described as follows: Commence at the Northeast corner of the Southwest 1/4 of said Section 32,..Township 19 South, Range 30 East, Seminole County, Florida; thence North 89' 46 27" West along the North line of the Southwest 1/4 of said Section 32 for a distance of 330.00 feet; thence South 00' 03' 12" Wert for a distance of 634.14 feet to the POINT OF BEGINNING; thence continue South 00a 03'12" West for a distance of 701.52 feet to the South fine of the North One half of said Southwest 1/4; thence North 89' 58' 56" West for a distance of 1155.00 feet; thence North 00' 03'12" East for a distance of 600.08 feet; to the South right of way line of Rinehart Road as recorded in Official Records Book 2219, page 1034 of the Public Records of Seminole County Florida; thence North 69' 11' 37" East along said South right of way line for a distance of 755.82 feet; thence South 20' 48' 23" East for a distance of 178.69 feet; thence South 89' 56 48" East for a distance of 3 85. 10 feet to the POINT OF BEGINNING. Containing 19.258 Acres More or Less. T'a1-A9211 Prepared by: This deacriptim aad the a000mpanying sketch or sketches has been prepared in accordance with the Standards act forth in Chapter 61 G17. FAC., pursuant to Chapters 177 and 472, Florida Statutes. Unless it bears the signauue and the original raised seal of a Florida licensed surveyor and mapper this drawing, sketch. plat or soap is for infarmatiocA purposes only and is not valid. ARTHUR W. TUCKERS 4381 Date: --/ p T'nklepauBh Surveying SwAces, Inc. 379 West Michigan Suet Suite 208 Orlando, Florida 32806 (407)422-0957 r -------------- ATTAC14MENT •A• SKEET OF S&KETCHOF DESCRIPTION as NOT A SURVEY -- POW OF COMMENCEMENT NE CORNER OF THE SW 1f s OF SECflaI 3z TOI mvp 19 SOUTH. R1yt4E JO E�IRT N. LINE OF THE SW I/4 OF SECTION 3Z TOM34P 19 SOUTH. RANGE 30 EAST N 89 46'2r w ^ 1 330.00' t r � 1��a i ol - / vi of LOT 2ZP y 9h1'3� ate• I � I /-- c �/� 6'g5 92 S 89 6'48- E W th 385.10 / POINT OF o a BEGINNING Q z i s- J coeli Q Q g W a 0 N o�o d 2 LOT 1 N 89458'56- W 1155.00' SOUTH LINE N 1 /2, SW 1 /4 OF SECTION 32-1 s-30 -i iDRAW 8}: R. wro awm NO.: 7b0 I i s UNPLATTED SCALE. 1 e 200.1 DA7r. 8114101 Tinklepaugh. SURVEYING SERMCES, INC. 379 WEST WOWAN sr. • SUrTE 208. ORI.ANDO. FL. 328M (407) 422-0987 LICMED HUSnaW Lim 3778 State of FLORIDA County of Seminole THE UNDERSIGNED hereby gives notice that improvement 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: Attached hereto as Exhibit "A" and incorporated herein by reference. Street Address: Rhinehart Road 2. General description of improvement: 132,338 Square Feet Retail Store 3. Owner information: a. Name and Address: Wal-Mart Stores, Inc. Department 8702 2001 S.E. 10th Street Bentonville, Arkansas 72712-6489 b. Interest in property: Wal-Mart Stores, Inc. Department 8702 2001 Southeast 10th Street Bentonville, Arkansas 72756-0550 C. Name and Address of Fee Simple Titleholder: Wal-Mart Stores, Inc. Department 8702 2001 Southeast 10th Street Bentonville, Arkansas 72756-0550 4. Contractor: Hensel Phelps Construction Company 6280 Hazeltine National Drive Orlando, Florida 32822 5. Surety: a. Name and Address: Flood and Peterson Insurance, Inc. P.O. Box 578 Greeley, Colorado 80634 970/356-0123 b. Amount of bond $5,747,000.00 ` 6. Lender: Not Applicable 7• In addition to himself, Owner designates Construction Department of Wal-Mart Stores, Inc. to receive a copy of the Uenor's Notice as provided in Section 713.13(1) (b), Florida Statues. 8. Expiration date of notice of commencement is October 30, 2002 WAL-MART STORES, INC. ey � G1�� Authorize Agent Debbie Gilmore, Manager Contract Administration SUBSCRIBED and sworn Notary me this 30th day of October, 2001 My Commission Expires: SUBCONTRACT eon 2 THIS SUBCONTRACT is made and entered into this 8th day of November, 2001, by and between _3 CEI Florida Attention: John Cook 907 South Highway 17-92 Phone: 386 — 668 - 0154 DeBary, FL 32713 Fax: 386 — 668 -1947 4 5 hereinafter referred to as the Subcontractor and Hensel Phelps Construction Co., a Delaware corporation, hereinafter referred to as the 6 Contractor. WITNESSETH: That for and in consideration of the mutual promises and covenants herein contained, the Subcontractor 7 and the Contractor agree as follows: 8 9 10 SECTION A. The Subcontractor covenants, promises and agrees to turnish all material and personal properly and to amgentiy ana Tuny 11 perform all work hereinafter described for the construction of Wal-Mart Sam's Club #4785-00, hereinafter referred to as the Project, to 12 be located at 1101 Rinehart Road, Sanford, FL 32771, for the use and benefit of Wal-Mart Stores Inc., hereinafter referred to as the 13 Owner, in strict accordance with the Contract between the Contractor and the Owner entered into October 36, 2001 and hereby made 14 a part of this Subcontract by reference; all to the satisfaction of the Contractor, the Owner, and the representative authorized by the 15 Owner to interpret and judge the performance of the aforesaid Contract and named therein as architect, engineer, contracting officer, 16 or otherwise, when such representative shall have been designated as the Owner's Authorized Agent; and all of which shall be done in 17 timely, faithful and strict compliance with this Subcontract and all the Subcontract Documents described and defined in Section D, 18 Article 1, hereof and elsewhere herein. 19 20 SECTION B. The Subcontractor agrees to furnish all necessary management, supervision, labor, materials, tools, supplies, equipment, 21 plant, services, engineering, testing and/or any other act or thing required to diligently and fully perform and complete the portions of the 22 work described as follows: 23 24 Complete all ROOFING and SHEET METAL required by the plans and specifications dated 9/12/01 as prepared by Raymond H. 25 Harris Architects described in Division 00 — Special Conditions forSam's Club Construction (as applies),.01- General Requirements (as 26 applies), and Specification Sections 07530 — Elastomeric Membrane Roofing, 07620 — Sheet Metal Flashing and Trim, 07711 — 27 Gutters and Downspouts, and 07722 — Roof Hatches, including Addenda Nos. (1) one through (3) three; which work is included within 28 the scope of this Subcontract Agreement with the following being the only exceptions: 29 30 1. Wood nailers. (by HPCC) 31 2. Metal roof panels at Used Tire and Battery Storage. (furnished by Owner, installed by Allstate Erectors) 32 3. Roof curbs, except for roof hatch curb. (furnished by Roof Curb Supplier, installed by Allstate Erectors) 33 4. Skylights and smoke hatches. (furnished by Skylight Supplier, installed by HPCC) 34 5. 12 gage steel wire mesh screen at roof overflows per 10/A4.2. (by Catapano Plumbing) 35 36 Your attention is specifically called to the following items, which are included in this Subcontract, but without limiting the scope of work 37 as provided above: 38 39 1. Sales tax. 40 2. Performance and payment bond. 41 42 Continued on page 2A 43 44 SECTION C. The Contractor agrees to pay the Subcontractor for the full, faithful and complete performance of this 45 46 Subcontractthe sum of TWO i"1timowm Fxf w-$Wo THoUSAND DOLLARS f$252,WO.003, subjectto additions 47 and deductions for changes agreed upon in writing as hereinafter set forth or as otherwise authorized hereinafter; and Contractor 48 further agrees to make aft partial and final payments on account thereof in accordance with the terms and provisions of the Subcontract 49 Documents including, but without restriction thereto, the provisions of Section D, Article 5 of this Subcontract. (Pane 2 of 181 Form 730 'Alai -Mart Sam's Club #4785-00 2A CEI Florida 1101 Rinehart Road 907 South Highway 17-92 Sanford, FL. 32771 { DeBary, FL 32713 8001038 - 0753000 Continued from Page 2 of 18 1 3. Mechanically fastened roof insulation and roof membrane. 2 4. Tapered insulation as indicated on roof plan for area above Liquor Store. 3 5. Isocyanurate foam insulation for sides of roof curbs. 4 6. Crickets behind all rooftop air units, skylights and smoke vents. 5 7. Roof walkway pads. 6 8. Flashing and counterflashing required for entire roof perimeter. 7 9. Flashing and counterflashing required for all roof penetrations. 8 10. All caulking or sealants required to form a weathertight seal for all work of this Subcontract. 9 11. Roof curb for roof hatch. 10 12. Roof hatch and ladder safety post. i 1 13. Roof parapet coping cap as detaffed by 7iA4.1. This Subcontractor is responsible for all items above the 2 x wood naner 12 including continuous metal cleat as shown in Option A and wood fiber tapered edge strip as shown in Option B. 13 14. Gutters and downspouts around metal roof at Used Tire and Battery Storage. 14 15. Roof overffow metal cover (i0VA4.2) 15 16. Refrigeration line hoods (3/A2 and 8/A2). 16 17. Continuous door hood at refrigeration chase (4/A2 and 5/A3.2). i 7 i 8. Continuous door hood at dock doors (4iA2 and &Wi). 18 19. Single door hoods (2/A2, 5/A2 and 5/A3.2) 19 20. Removal of all roofing debris to dumpster. 20 21. For accounting purposes- Base Bid $248,000 21 Bond $ 4.000 22 Total $252,000 (Pace 2A of 181 Form 730 EAGLE FIRE PROTECTION, INC. 1205 CROWN PARK CIRCLE • WINTER GARDEN, FLORIDA 34787 POWER OF ATTORNEY 7-656-8387 FAX: 407-656-9405 KNOW ALL MEN BY THESE PRESENTS THAT MYRON B. HEATH, JR. HAS MADE, CONSTITUTED (KID APPOI ED, AND BY THESE PRESENTS DO MAKE, CONSTITUTE AND APPOINT y ' J A.` c TRUE AND LAWFUL ATTORNEY FOR MYRON B. HEATH, JR. AND IN HIS NAME, PLACE AND STEAD FOR THE PURPOSE OF: �l GIVING AND GRANTING UNTO A--�0;/ SAID ATTORNEY HAS FULL POWER AND AUTHORITY TO DO AND PERFORM ALL AND EVERY ACT AND THING WHATSOEVER REQUISITE AND NECESSARY TO BE DONE IN AND ABOUT THE PREMISES AS FULLY, TO ALL INTENTS AND PURPOSES, AS HE MIGHT OR COULD DO IF PERSONALLY PRESENT, WITH FULL POWER f OF SUBSTITUTION AND REVOCATION, HEREBY RATIFYING AND CONFIRMING ALL THAT AS SAID ATTORNEY SHALL LAWFULLY DO OR CAUSE TO BE DONE BY VIRTUE HEREOF. IN WITNESS WHWOI MYRON B. HEATH, JR. HAVE HEREUNTO SET HIS HAND AND SEAL THIS DAY OF 2092. MYRaWB. HEA KNOWN TO ME AND DID NOT TAKE AN OATH STATE OF FLORIDA COUNTY OF LAKE NOTARY PUBLIC - BEVERLY A POOL COMMISSION NUMBER - DD 090 COMMISSION EXP- 0 DAT MARCH 24, O _ BEVERLY A. JOOL y-l7-�z_ I�7190 2006 BEVERLY A. POOL 4o'il °uB<,, MY COMMISSION i DD N0417 EXPIRES'. "ch 24, 2006 s or 'rE Of M1cR e«aad Ttvu Bud9•t N.-Y Sarvices 1 03/28/2002 THU 11:24 FAX 4072929550 I EAGLE FIRE PROTECTION, INC. 17-656-8387 1205 CROWN PARK CIRCLE - WINTER GARDEN, FLORIDA 34707 FAX: 4O7-058-9405 POWER OF ATTORNEY KNOW ALL MEN BY THESE PRESENTS THAT MYRON B. HEATH, JR. HAS MADE, CONSTITUTED AND APPOI TED, AND BY THESE PRESENTS DO MAKE, CONSTITUTE AND APPOINT ge Fjr..lrAyl_ TRUE AND LAWFUL ATTORNEY FOR MYRON13. HEATH, JR- AND IN HIS NAME, PLACE AND STEAD FOR /JTHE PURPOSE OF: // GIVING AND GRANTING UNTO ZbfeL4 SAID ATTORNEY HAS FULL POWER AND AUTHORITY TO DO AND PERFORM ALL AND EVERY ACT AND THING WHATSOEVER REQUISITE AND NECESSARY TO BE DONE IN AND ABOUT THE PREMISES AS FULLY, TO ALL INTENTS AND PURPOSES, AS HE MIGHT OR COULD DO IF PERSONALLY PRESENT, WITH FULL POWER OF SUBSTITUTION AND REVOCATION, HEREBY RATIFYING AND CONFIRMING ALL THAT AS SAID ATTORNEY SHALL LAWFULLY DO OR CAUSE TO BE DONE BY VIRTUE HEREOF. 1N WITNESS WHEREOF MYRON B_ HEATH, JR. RAVE HEREUNTO 5ET HIS HAND AND SEAL THIS .16 DAY OF2002. MY*,B. S ERS LY KNOWN TO ME AND DID NOT TAKE AN OATH ,7ffj4 8. TH, R. STATE OF FLORIDA COUNTY OF LAKE NOTARY PUBLIC - BEVERLY A POOL COMMISSION NUMBER - DD 090417 COMMISSION EXPIRATION DATE - CH 24, 2006 BE my OL POOL � � AEY COM7tlISSIDM 1 DD W0417 Ef�IAE4:Mud�?A,2000 BEVE A. P an mr.o?.�WW 40M,f..d 3�ZIr-az DATE FEDERAL EMERGENCY MANAGEMENT AGENCY O.M.B. No. 3067-0077 NATIONAL FLOOD INSURANCE PROGRAM Expires July 31, 2002 I ELEVATION CERTIFICATE ' Important: Read the instructions on pages 1 - 7. SECTION A - PROPERTY OWNER INFORMATION For Insurance Company Use: BUILDING OWNERS NAME - I Noncy Number �.�S7 ; NCy II. BUILDING STREET ADDRESlt4including Apt., Unit, Suite -and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. ( Company NAIC Number CITY ��� Fo p STATE ZIP CODE �Co rt�a 3.17?2 PROPERTY DESCRIPTION (Lot and Block Numbers, Tax Parcel Number, BUILDING USE (e.g., etc.) Accessory, etc. Use Comments s6ction if necessary.) LATITUDE/LONGITUDE (OPTIONAL) HORIZONTAL DATUM: SOURCE: I GPS (Type): ( ##0 - ##' - ##.##" or ##.#####' Ll NAD 1927 L_1 NAD 1983 L-i USGS Quad Map LI Other. SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1. NFIP COMMUNITY NAME & COMMUNITY NUMBER B2. COUNTY NAME B3. SWE �,e �y�-,?fig / 2 012 8`/ SfAn1,V0 L A- 1 B4. MAP AND PANEL B5. SUFFIX B6. FIRM INDEX B7. FIRM PANEL B8. FLOOD B9. BASE FLOOD ELEVATION(S) NUMBER DATE EFFECTIVE/REVISED DATE ZONE(S) (Zone AO, use depth of flooding) I 12117600 410 105 9S Y-12- .9le )C S/_. B10. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in B8. L-� FIS Profile FIRM L_1 Community Determined L-1 Other (Describe): B11. Indicate the elevation datum used for the BFE in B9: ZNGVD 1929 L_I NAVD 1988 L_1 Other (Describe): B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? L-1 Yes ' L_ No Designation Date: SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: L_ onstruction Drawings' L_11Building Under Construction" L_lFinished Construction 'A new Elevation Certificate will be required when construction of the building is complete. C2. Building Diagram Number _,/- (Select the building diagram most similar to the building for which this certificate is being completed - see 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 BFE), AR, AR/A, AR/AE, AR/A1-A30, AR/AH, AR/AO Complete Items C3a-i below according to the building diagram specified in Item C2. State the datum used. If the datum is different from the datum used for the BFE in Section B, convert the datum to that used for the BFE. Show field measurements and datum conversion calculation. Use the space provided or the Comments area of Section 'D or Section G, as appropriate, to document the datum conversion. Datum&sy� Conversion/Comments Elevation reference mark used.�W.Co, # WS'080 / Does the elevation reference mark used appear on the FIRM? L_1 Yes L!�J No ❑ a) Top of bottom floor (including basement or enclosure) -fi` _. O ft.(m) ❑ b) Top of next higher floor _ ft.(m) ❑ c) Bottom of lowest horizontal structural member (V zones only) — ft.(m) o 0 ❑ d) Attached garage (top of slab) _ ft.(m) E ❑ e) Lowest elevation of machinery and/or equipment CU 6 servicing the building _ ft.(m) E ❑ f) Lowest adjacent grade (LAG) _ ft.(m) z' N ❑ g) Highest adjacent grade (HAG) _ ft.(m) ❑ h) No. of permanent openings (flood vents) within 1 ft. above adjacent grade �^ ❑ i) Total 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, or architect authorized by law to certify elevation information. l certify that the information in Sections A, B, and C on this certificate represents my best efforts to interpret the data available. l understand that any false statement may be punishable by fine or imprisonment under 18 U. S. Code, Section 1001. CERTIFIERS NAME n�,/d a kQ � LICENSE NUMBER TITLE /�O`.COMPANY NAME -��/cL E%��UGt7' O�IJRVey�/�G i ADDRESS /2LWITY STATE ZIP C DE 3 7 9 GU, Ricci t S� . Dzlp 0 �' L �2 C SIGNATURE �i /,2 / DATE ^/D -0/ TELEPHONE�G 7 y2 Z O QS FFMA Fnrm A1-11 Al I�r� qqq ✓ ��L---qPP RFVFR.qF .qIr1F Pop C rINTINI IATInNI RFPI A('FC Al I PRF\/Irll IS PnITIrlN.q PORTA.NT: In these spaces, copy the corresponding information from Section A. Fur Insurance Company Use: JILDING STREET AD RESS (Including Apt, Unit, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. Policy Number fY STATE ZIP CC DUompany NAIC Number .C,4Avt6X)9 10r__ C . SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) ipy both sides of this Elevation Certificate for (1) community official, (2) insurance agenUcompany, and (3) building owner. )MMENTS 1_1 Check here if attachments SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) Zone AO and Zone A (without BFE), complete Items E1 through E4. If the Elevation Certificate is intended for use as supporting Irmation for a LOMA or LOMR-F, Section C must be completed. Building Diagram Number (Select the building diagram most similar to the building for which this certificate is being completed — j see pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) The top of the bottom floor (including basement or enclosure) of the building is LLI ft.(m) LLIin.(cm) LI above or LI below (check one) the highest adjacent grade. q I , i For Building Diagrams 6-8 with openings (see page 7), the next higher floor or elevated floor (elevation b) of the building is I I I ft.(m) LL_lin.(cm) above the highest adjacent grade. 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 I floodplain management ordinance? LI Yes LI No LI Unknown. The local official must certify this information in Section G. SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION e property owner or owner's authorized representative who completes Sections A, B, and E for Zone A (without a FEMA-issued or immunity -issued BFE) or Zone AO must sign here. 2OPERTY OWNERS OR OWNER'S AUTHORIZED REPRESENTATIVES NAME i )DRESS CITY STATE . ZIP CODE ;GNATURE DATE TELEPHONE NTS 1—I Check here if attachments SECTION G - COMMUNITY INFORMATION (OPTIONAL) local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete tions A, B;.0 (or E), and G of this Elevation Certificate. Complete the applicable item(s) and, sign below. L_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 local law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) A community official completed Section E for a building located -in Zone A (without a FEMA-issued or community -issued BFE) or Zone AO. LJ The following information (Items G4-G9) is provided for community floodplain management purposes. 4. PERMIT NUMBER I G5. DATE PERMIT ISSUED I 6. DATE CERTIFICATE OF COMPLIANCE/OCCUPANCY This permit has been issued for: LI New Construction I_I Substantial Improvement Elevation of as -built lowest floor (including basement) of the building is: BFE or (in Zone AO) depth of flooding at the building site is: DCAL OFFICIALS NAME TITLE OMMUNITY NAME TELEPHONE IGNATURE ME DATE _ ft.(m) Datum: ft.(m) Datum: Check here if attachments IMA Fnrm R1_'�1 At 1(� Gc) RFPI A(.FC At I PRF\/ini I.q Fni-ri INS Sheet 1 See Sketch of Description Included as Attachment "A" DESCRIPTION Lot 1 Sanford Sam's Club A portion of the Southwest 1/4, of Section 32, Township 19 South, Range 30 East, Seminole County, Florida, being described as follows: Commence at the Northeast corner of the Southwest 1/4 of said Section 32, Township 19 South, Range 30 East, Seminole County, Florida; thence North 89° 46' 27" West along the North line of the Southwest 1/4 of said Section 32 for a distance of 330.00 feet; thence South 00' 03' 12" West for a distance of 634.14 feet to the POINT OF BEGINNING; thence continue South 00' 03'12" West for a distance of 701.52 feet to the South line of the North One half of said Southwest 1/4; thence North 89' 58' 56" West for a distance of 1155.00 feet; thence North 00' 03'12" East for a distance of 600.08 feet; to the South right of way line of Rinehart Road as recorded in Official Records Book 2219, page 1034 of the Public Records of Seminole County, Florida; thence North 69' 11' 37" East along said South right of way line for a distance of 755.82 feet; thence South 20' 48' 23" East for a distance of 178.69 feet; thence South 89' 56' 48" East for a distance of 385.10 feet to the POINT OF BEGINNING. Containing 19.258 Acres More or Less. T01-A92.L1 Prepared by: This description and the accompanying sketch or sketches has been prepared in accordance with the Standards set forth in Chapter 61G17, F.A.C., pursuant to Chapters 177 and 472, Florida Statutes. Unless it bears the signature and the original raised seal of a Florida licensed surveyor and mapper this drawing, sketch, plat or map is for informational purposes only and is not valid. ARTHUR W. TUCKER # 4381 Date: W- -/y-0% Tinklepaugh Surveying Services, Inc. 379 West Michigan Street Suite 208 Orlando, Florida.32806 (407) 422-0957 d FEDERAL EMERGENCY MANAGEMENT AGENCY O.M.B. No. 3067-0077 NATIONAL FLOOD INSURANCE PROGRAM Expires July 31, 2002 ELEVATION CERTIFICATE Important: Read the instructions on pages 1 - 7. SECTION A - PROPERTY OWNER INFORMATION For Insurance Company Use: BUILDING OWNERS NAME - I Policy Number BUILDING STR/�� DRES �cl nit Suite -and/or No.) OR P.O. ROUTE AND BOX NO. I Company NAIC Number E �� CITY ��� STATE �ZIP CODE I Lo r ►c�ci 3� ?2 PROPERTY DESCRIPTION (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) S� '4 H'4cti ¢d L c o 4 BUILDING USE (e.g., Residentia,l ,,Non-residential, Add.tion, Accessory, etc. Use Comments s ction if necessary.) C_o�i; ercl q I LATITUDE/LONGITUDE (OPTIONAL) HORIZONTAL DATUM: SOURCE: L_I GPS (Type): ## ##" or ### #####) LI NAD 1927 L_I NAD 1983 L_I USGS Quad Map LI Other. i SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1. NFIP COMMUNITY NAME & COMMUNITY NUMBEF__J B2. COUNTY NAME L r_ 63. STYE t-Co�i a�q B4. MAP AND PANEL NUMBER / 1760o 0 B5. SUFFIX B6. FIRM INDEX DATE /7- 9S B7. FIRM PANEL EFFECTIVE/REVISED DATE `1 -12- 68. FLOOD ZONE(S) �� . < 89. BASE FLOOD ELEVATION(S) (Zone AO, use depth of flooding) I S/ 11310. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in Bt. I I_I FIS Profile ZI FIRM LI Community Determined L-I Other (Describe): 611. Indicate the elevation datum used for the BFE in 69: Lv-�NGVD 1929 I_I NAVD 1988 L J Other (Describe): B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? I —I Yes L No Designation Date: I I SECTION C -BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) IC1. Building elevations are based on: &onstruction Drawings* I —(Building Under Construction* I —(Finished Construction *A new Elevation Certificate will be required when construction of the building is complete. lC2. Building Diagram Number _ (Select the building diagram most similar to the building for which this certificate is being completed - see pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) t& Elevations — Zones Al-A30, AE, AH, A (with BFE), VE, V1-V30, V (with BFE), AR,. AR/A, AR/AE, AR/A1-A30, AR/AH, AR/AO Complete Items C3a-i below according to the building diagram specified in Item C2. State the datum used. If the datum is different from the datum used for the BFE in Section B, convert the datum to that used for the BFE. Show field measurements and datum conversion calculation. Use the space provided or the Comments area of Section 'D or Section G, as appropriate, to document the datum conversion. Datum GU Conversion/Comments Elevation reference mark usedS,Co. # Y/s080 / Does the elevation reference mark used appear on the FIRM? L_I Yes l j No ❑ a) Top of bottom floor (including basement or enclosure) Z C' ft.(m) d ❑ b) Top of next higher floor _ ft.(m) ❑ c) Bottom of lowest horizontal structural member (V zones only) ft.(m) o 0 G d) Attached garage (top of slab) _ _ ft.(m) E ❑ e) Lowest elevation of machinery and/or equipment w `° servicing the building _ ft.(m) ❑ f) Lowest adjacent grade (LAG) ft.(m) z' ' ❑ g) Highest adjacent grade (HAG) _ — ft.(m) ❑ h) No. of permanent openings (flood vents) within 1 ft. above adjacent grade ❑ i) Total 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, or architect authorized by law to certify elevation information. J certify that the information in Sections A, B, and C on this certificate represents my best efforts to interpret the data available. J understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001. I CERTIFIERS NAME n��Utl , ./ , kQ LICENSE NUMBER �2 _ TITLE /t/�j^ /QV6, /12E!y% COMPANY NAME E19,4 I �oGR!>ey�it�G ADDRESS !/ / CITY /C `STATE ZIP C DE 3 7 9 t o, RkA t,' qi S--t - 1ORK,4,Voo C Y2866. SIGNATURE DATE ,D / TELEPHONE�� 7 _�Z% Z D 9-r IFFMA Fnrm R1-31 AI ICE qQ SFF RFVFR.qF .qIr1F FC)R C.CINTINI IATICIN RFPI A(.FS Al I PRF\/Irll IS PnlTI(1NC ORTANT: In these spaces, copy the corresponding information from Section A Fur Insurance Company Use. _DING STREET ADQRESS (Including Apt, Unit, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. Policy Number /('/ xf'.4X:E JL-9.4.2.4I5) f STATE ZIP C DUbmpany NAIC Number S o 3�?? 2 i JtG I IUN U - JUKvtYUK, ENGINEER, UK AKC:HI I LGI CERTIFICATION (CONTINUED) y both sides of this Elevation Certificate for (1) community official, (2) insurance agent/company, and (3) building owner. AMENTS 1 Check here if attachments SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) '_one AO and Zone A (without BFE), complete Items E1 through E4. if the Elevation Certificate is intended for use as supporting mation for a LOMA or LOMR-F, Section C must be completed. 3uilding Diagram Number (Select the building diagram most similar to the building for which this certificate is being completed - see pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) the top of the bottom floor (including basement or enclosure) of the building is LLI ft.(m) LLlin.(cm) LI above or L_-I below (check one) the highest adjacent grade. =or Building Diagrams 6-8 with openings (see page 7), the next higher floor or elevated floor (elevation b) of the building is I —I I ft.(m) LLiin.(cm) above the highest adjacent grade. =or 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? LI Yes LI No LI Unknown. The local official must certify this information in Section G. SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION property owner or owner's authorized representative who completes Sections A, B, and E for Zone A (without a FEMA-issued or hmunity-issued BFE) or Zone AO must sign here. :)PERTY OWNERS OR OWNERS AUTHORIZED REPRESENTATIVES NAME 3RESS CITY STATE ZIP CODE NATURE DATE TELEPHONE MMENTS 0 Check here if attachments SECTION G - COMMUNITY INFORMATION (OPTIONAL) local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete ions A, B;.0 (or E), and G of this Elevation Certificate. Complete the applicable item(s) and sign below. LJ 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 local law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) L_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. U The following information (Item4<,G4-G9) is provided for community floodplain management purposes. PERMIT NUMBER G5. DATE PERMIT ISSUED G6. DATE CERTIFICATE OF COMPLIANCE/OCCUPANCY ISSUED This permit has been issued for: . U New Construction (—I Substantial Improvement Elevation of as -built lowest floor (including basement) of the building is: _ ft.(m) Datum: BFE or (in Zone AO) depth of flooding at the building site is: _ ft.(m) Datum: 3AL OFFICIALS NAME TITLE MMUNITY NAME TELEPHONE ;NATURE DATE MMENTS I I Check here if attachments 1AFnr_m R1_41_ AI Ir, Ail __. s f2FPl Ar`FS_AI_I_PRF\ ni IC FnITIFNS Sheet 1 See Sketch of Description Included as Attachment "A" DESCRIPTION Lot 1 Sanford Sam's Club A portion of the Southwest 1/4, of Section 32, Township 19 South, Range 30 East, Seminole County, Florida, being described as follows: Commence at the Northeast corner of the Southwest 1/4 of said Section 32, Township 19 South, Range 30 East, Seminole County, Florida; thence North 890 46' 27" West along the North line of the Southwest 1/4 of said Section 32 for a distance of 330.00 feet; thence South 000 03' 12" West for a distance of 634.14 feet to the POINT OF BEGINNING; thence continue South 00' 03'12" West for a distance of 701.52 feet to the South line of the North One half of said Southwest 1/4; thence North 89' 58' 56" West for a distance of 1155.00 feet; thence North 00' 03'12" East for a distance of 600.08 feet; to the South right of way line of Rinehart Road as recorded in Official Records Book 2219, page 1034 of the Public Records of Seminole County, Florida; thence North 690 11' 37" East along said South right of way line for a distance of 755.82 feet; thence South 20° 48' 23" East for a distance of 178.69 feet; thence South 89' 56' 48" East for a distance of 385.10 feet to the POINT OF BEGINNING. Containing 19.258 Acres More or Less. T01-A92.L1 Prepared by: This description and the accompanying sketch or sketches has been prepared in accordance with the Standards set forth in Chapter 61 G17, F.A.C., pursuant to Chapters 177 and 472, Florida Statutes. Unless it bears the signature and the original raised seal of a Florida licensed surveyor and mapper this drawing, sketch, plat or map is for informational purposes only and is not valid. a�", ARTHUR W. TUCKER # 4381 Date:_ . --/V- 0 / Tinklepaugh Surveying Services, Inc. 379 West Michigan Street Suite 208 Orlando, Florida 32806 (407)422-0957 } ar U, CITY OF SANFORD PLANS REVIEW COMNENT SHEET # &/ PROJECT: ADDRESS: CONTRACTOR: OWNER: DATE 6 -3e!) - o � PLANS REVIEWED BY: BOB BOTT BUOOOO848 �Yek- V ^ l?%nI�vrOke'k-A, - CONvENTS: PERSON NOTIFIED: PHONE: NO ONE NOTIFIED: DATE RESPONS a� k 3 ZNt- 0 DATE: DX:� `t07 < 2- CITY OF SANFORD"' CLANS REVIEW COMMENT SHEET DATE PROJECT: ADDRESS: CONTRACTOR: OWNER: PLANS REVIEWED BY: BOB BOTT BUOOOOH4H OMNIENTS: / _Z� P,foc-�� i r••' N v PERSON NOTIFIED; DATE: PHONE: 2k� 't qq — 6 C-: 2 G FAX: NO ONE NOTIFIED: DATE RESPONSE RECEIVED: s Raymond H. Harris Architect Registration No. AR0014269 211 N, Record Street, Suite 222 Dallas, Texas 75202 Telephone 214/749-0626 September 7, 2001 Mr. Robert Bott, Plans Examiner City of Sanford 300 North Park Ave. Sanford, FL 32771 (407) 302-9417 (407) 330-5677 Fax RE: 2002 New Sam's Club #4785 Sanford, FL 1101 Rhinehart Road 01413 Dear Mr. Bott: Please accept this letter requesting a grant release based on 1997 SPC to review the toilet facility for the above -referenced Project. This toilet facility does not meet the 1994 SPC, Table 407, but does meet the requirements for the 1997 SPC, Table 403.1, as previously discussed. Thank you for your assistance with this matter. Please do not hesitate to call should you have any questions. S' cerely, 1 RC� aymond H. Harris, AIA RHH/ng Architecture/Planning/Interior Architecture/Consulting Raymond H. Harris AIA Architect 211 N. Record Street, Ste. 222 Dallas, TX 75202 (214) 749-0626 (214) 748-0656 fax Note to File File: #4785 SANFORD, FL (01413) Pre -production and production From: Sharifa Mahmood Project Architect Subject: Fixture Calculations Date: Sept 4, 2001 Applicable Building Code: 1997 SPC (Standard Plumbing Code) Table 403.1: Minimum Number Of Plumbing Facilities Building Area: 134,457 s.f. (grade floor + mezzanine) & Occupant load: 3,783 Occupants Occupant Loads: Mercantile: The occupant load shall be composed of 50% of each sex. 3,783./2 = 1,892 Male = 1,892 Female Minimum Plumbing Fixtures required (Public): Water Closets: Male: 1 for 500 persons (1,892 persons)/500 = 3.78 = 4 Fixtures Female: 1 for 500 persons (1, 892 persons)/500 = 3.78 = 4 Fixtures Lavatories: Male: 1 for 750 persons (1,892 persons)/750 = 2.52 = 3 Fixtures Female: 1 for 750 persons (1,892 persons)/750 = 2.52 = 3 Fixtures Drinking Fountains: 1 for 1,000 persons = 1.89 = 2 Fixtures V a Raymond H. Harris Architect Registration No, AR0014269 211 N. Record Street, Suite 222 Dallas, Texas 75202 Telephone 214/749-0626 September 12, 2001 Mr. Robert Bott, Plans Examiner City of Sanford 300 North Park Avenue Sanford, FL 32771 (407) 330-9417 RE: 2001 New Sam's Club #4785 Sanford, FL 1101 Rhinehart Rd 01413 Dear Mr. Bott: Thank you for your Plan Review Comments dated August 23, 2001. In response to your review comments, please accept the enclosed (2) sets of revised drawings and the following: Comment #1: F.E.M.A. elevation certificate based on drawings' requirements. Response #1: Attached is a photocopy of the F.E.M.A. elevation certificate. The original copy was submitted on 9/10/01. Comment #2: Associates' Toilet does not meet Florida Accessibility code because of door swing into the required space. Response #2: Attached are revised Drawings Al & A6, showing the Associates' Toilet door to swing outside. Comment #3: Women Toilet facility for public do not meet 94 SPC table 407. Response #3: Attached is a letter requesting a grant release based on 1997 SPC Table 403.1 for the public toilet facility requirement. Comment #4: Fire Protection required on trash compactor door. Response #4: Attached are revised Drawings A6 & Al to show the fire shutter door on trash compactor opening. Also attached is Sheet FP3.2, showing that a dry sidewall sprinkler was added in the trash compactor chute. Comment #5: Provide 100 MPH wind load certificate on roll up door. Response #5: Attached is the manufacturer wind load specification certificate for the roll -up door. Comment #6: Floor drain —9 not to receive storm water. Response #6: A Floor Drain (FD9) is provided with a hinged solid cover. The cover is kept closed except when cleaning the compactor area. Cleaning will not be done during rainfall, so no stormwater will enter the sewer system through the drain. Architecture/Planning/Interior Architecture/Consulting Mr. Robert Bott, Plans Examiner September 12, 2001 Page 2 Comment #7: No sprinkler head under & within 8" of smoke vent. Response #7: Sprinkler heads under smoke vents have been moved to meet the code requirement. Comment #8: Grease duct thru floor ceiling & mezzanine 1-hour shaft enclosure submit UL design number. Response #8: Attached is Specification Section 07815, showing the UL number. Comment #9: A.H.U. over 2000 CFM detectors in supply & return. Response #9: Rooftop unit schedule on Drawing M5 specifies smoke detector in the supply and return for all units over 2000 CFM. Air handling unit schedule on Drawing M5 specifies return air smoke detector to be factory -installed and supply air smoke detector to be shipped loose for field installation in Notes 5 and 6 of the schedule. Comment #10: Diesel fire pump.fuel_tank 1 gal. Per H.P.(+).1.0% -per_sump.& expansion. Response #10: The H.P: rating of the motor is approximately 85 H.P. The required tank size is 915 gallons. The fuel .tank has .been sized to have..a.160=gallon. minimum capacity. Comment #11: A guard protecting exposed fuel lines. Response #11: The note "Install guard to protect fuel line" has been added to the Sheet FP2. Comment #12: Pump room ventilation shall be provided to: a) Contact max. temp. to 120 degree @ air cleaner inlet. b) Supply air for combustion. c) Remove vapor. d) Supply & exhaust air for radiator coolings Ventilation coordinated with 100% load on engine. Response #12: See attached calculations for ventilation requirements in the Pump Room. Revise make-up air louver size per the calculations. All other items were adequate per original design. Comment #13: Emergency lighting required in EDC 1 & 2 & pump room. Response #13: Emergency lights are shown on Sheets EDC1, EDC2 and Pump Room. Please refer to Details 1/E1.1 and 4/E1 for location of the emergency lights. r SCIv 's. -66 o FL r y t�Qj+ ia1 info F OC-7- Row% ��,�►s�r+���� — 75-kVA = lize W = 451Z.Z Bily4 75KVA = 192.B W z 6582. Z BwN I _E3 36 t6 BwH Diticl F-!!t.A.L = (off/ i►.w X 40eaA 3_ 600 MV-4. I 5382 $N_.1►r .%.— P — A- ISDO Pt�/hA Fm& 4 r&& = 43 .4-LI Ate- .43 SUjo Air- 1 Architects Engineers September 10, 2001 TO: Mr. Robert Bott, Plans Examiner City of Sanford 300 North Park Avenue Sanford, FL 32771 FROM: David Sheets, P.E. RE: Sam's Club #4785 Sanford, FL Dear Mr. Bott: The following are our responses to the City of Sanford Plan Review, dated August 30, 2001, for the above referenced project. Item 6: FD9 not to receive stormwater: Response: Floor drain (FD9) is provided with a hinged solid cover. The cover is kept closed except when cleaning the compactor area. Cleaning will not be done during rainfall, so no stormwater will enter the sewer system through the drain. Item 9: AHU over 2000 CFM detectors in supply and return: Response: Rooftop Unit Schedule on drawing M5 specifies smoke detectors in the supply and return for all units over 2000 CFM. Air Handling Unit Schedule on drawing M5 specifies return air smoke detector to be factory installed and supply air smoke detector to be shipped loose for field installation in notes 5 and 6 of the schedule. Item 12: Pump room ventilation shall be provided...: Response: See attached calculations for ventilation requirements in the fire pump room. Revised make-up air louver size per the calculations. All other items were adequate per original design. 121 West Walnut Street Rogers, Arkansas 72756 (800) 321-8721 (501) 636-5004 Fax (501) 636-9687 Item 13: Emergency lighting required in EDC1 & 2 and pump room: Response: Emergency lights are shown in EDC1, EDC2 and the pump room. Please refer to 1/E1.1 and 4/E1.1 for location of the emergency lights. Respectfully submitted, 04"'ta-- David Sheets, P.E. Paul C. Parks Engineering, Inc. DLS/tll cc: File Mr. Robert Bott, Plans Examiner September 12, 2001 Page 3 If you have any questions during your review process, please do not hesitate to call. Thank you for your help and I look forward to receiving your approval soon. ely, Raymond H. Harris, AIA RHH/ng Enclosure UniSpec 11 SECTION 07815 - MINERAL FIBER FIREPROOFING PARTI- GENERAL 1.1 SUMMARY A. Section Includes: 1. Mineral fiber blanket fireproofing. 1.2 REFERENCES A. American Society for Testing and Materials (ASTM): I . ASTM E84 - Test Method for Surface Burning Characteristics of Building Materials. 2. ASTM El 19 - Method For Fire Tests of Building Construction and Materials. B. Underwriters Laboratories, Inc. (UL) - Fire Hazard Classifications. 1. UL 263 - Standard for Fire Tests of Building Construction and Materials. 1.3 PERFORMANCE REQUIREMENTS 033100 A.Ntineral Fiber Fireproofing System:, Provide a fie rated" assembly rating of 1 hour_for grease duct_ -assembly --Grease duct�enclosiire shall have be"en_tested_m.aceordance with UL 26�-:and'shall bebe listed in UL Fire Protection: =Equipment=Directory as -an -approved Grease Duct Enclosure (UL YYET, R14229). 1.4 QUALITY ASSURANCE A. Fire Performance Characteristics: Provide ceramic or glass fiber blanket fireproofing identical to those whose specified fire performance characteristics have been determined per test method indicated below, by UL or other testing and inspecting organization acceptable to authorities having jurisdiction. l . Surface Burning Characteristics: ASTM E 84. 2. Fire Resistance Ratings: ASTM E 119, provide UL-labeled units listed for application indicated. 1.5 SEQUENCING A. Sequence and coordinate installation of mineral fiber blanket fireproofing with other, related construction specified in other sections to comply the following requirements: 1. Avoid unnecessary exposure of mineral fiber blanket fireproofing to abrasion and other damage likely to occur during construction operations subsequent to its application. 2. Do not install enclosing or concealing construction until after mineral fiber blanket fireproofing has been applied and inspected by authorities having jurisdiction. PART 2-PRODUCTS 2.1 MANUFACTURERS A. Subject to compliance with requirements of this Section, provide mineral fiber fireproofing as manufactured by one of the following: 1. FireMaster Duct Wrap, by 3M Fire Barrier Products, (800) 328-1687. 2. FyreWrap Duct Insulation, by Unifrax Corporation, (716) 278-3800. 3. Pyroscat FP Duct Wrap, by Vesuvius Premier Passive Fire Protection, (423) 743-4125 07815-1 Sam's Club #4785 - Sanford, FL 01413 July 27, 2001 1 ` 2.2 MATERIALS A. Mineral Fiber Blanket Fireproofing: Ceramic or glass fiber blanket covered with polypropylene or fiberglass scrim foil facing; with flame and smoke developed ratings of 5; and as follows: L Thickness: 3 inches (2 layers of 1-1/2 inch blanket). 2. Nominal Density/Thermal Resistivity: 8 pcf/4.15 at 70 deg F. B. Anchorage Accessories: For each fire resistive assembly in which mineral fiber blanket serves as fireproofing, provide manufacturer's standard blanket -anchorage system complying with related design of UL or other testing and inspecting organization acceptable to authorities having jurisdiction. PART 3 - EXECUTION 3.1 EXAMINATION A. Examine surfaces and adjacent areas in which Work under this Section is to be performed. Report in writing to the Construction Manager prevailing conditions that may adversely affect satisfactory execution of Work. Do not proceed with Work until unsatisfactory conditions have been corrected. B. Starting Work constitutes acceptance of the existing conditions and this Contractor shall then, at his expense, be responsible for correcting all unsatisfactory and defective Work encountered. 3.2 INSTALLATION A. Comply with manufacturer's instructions for particular conditions of installation in each case. Consult with manufacturer's technical representative for conditions not covered by printed instructions. B. Install fireproofing blanket to comply with requirements for thicknesses, number of courses (layers), construction of joints and corners, and anchorage methods that apply to fire resistance rated assemblies indicated. 3.3 PROTECTION A. Coordinate installation of fireproofing with other construction to minimize cutting into, or removal of, installed fireproofing. As other construction is successively completed, replace or repair fireproofing installations which have been cut away to facilitate this other construction. Maintain complete coverages of full thickness on members and substrates protected by fireproofing. B. Provide final protection and maintain conditions in a manner acceptable to Installer, Manufacturer, and authorities having jurisdiction that ensures mineral fiber blanket fireproofing being without damage or deterioration at time of Substantial Completion. END OF SECTION 07815-2 Sam's Club #4785 - Sanford, FL 01413 July 27, 2001 i a UNIVERSAL ENGINEERING SCIENCES Consultants in: Geotechnical Engineering • Threshold Inspection Environmental Sciences • Construction Materials Testing City of Sanford Building and Inspections Department P.O. Box 1788 Sanford, Florida 32772 Attention: Mr. Bob Bott August 22, 2001 Reference: Sanford Sam's Club on Rhinehart Road Vapor Barrier Seminole County, Florida Project No. 70080-006-03 Report No. 186157 Dear Mr. Bott: Offices in • Orlando • Gainesville • Fort Myers • Rockledge • St. Augustine • Daytona Beach • West Palm Beach • Jacksonville • Ocala • Tampa • Debary Per our phone -conversation on Monday, August 20, Universal Engineering Sciences is providing this letter on the behalf of Wal*Mart regarding the need for a, vapor barrier beneath the proposed Sam's Club on Rhinehart Road. This site will be filled. significantly in the area of the proposed building. With the quantities of fillrequired to raise the site to the proposed finished floor elevation, we anticipate deep groundwater table conditions within the -building footprint. It is our professional opinion that there is no need for a vapor barrier beneath the building's foundation. Further, Universal Engineering Sciences and Wal*Mart hereby indemnify the City of Sanford and hold them harmless regarding the absence of a foundation vapor barrier on this project. Universal Engineering Sciences Inc. (LIES) would be pleased to answer any questions or concerns regarding this item. Please contact us if you require further assistance on this project. Respectfully submitted, UNIVERSAL ENGINEERING SCIENCES, INC. Guy H. Rabens, M.S., E.I. Project Engineer Bruce H. Woloshin, P.E. P.E. No. 36734 Manager - Geotechnical Engineering GHR/BHW:si Distribution: CPH Engineers, Attn: LarryWray, P.E. Hunt Joyner, Attn: Kirk Ellison 3532 Maggie Blvd. • Orlando, FI 32811 (407) 423-0504 • Fax (407) 423-3106 Registration No, AR0014269 211 N. Record Street, Suite 222 Dallas, Texas 75202 Telephone 214/749-0626 November 14, 2001 Mr. Robert Bott, Plans Examiner City of Sanford 300 North Park Ave. Sanford, FL 32771 (407) 330-9417 RE: 2001 New Sam's Club #4785 Sanford, FL 01413 Dear Mr. Bott: Please accept the enclosed (2) sets of revised drawings in reference to a Construction Change Directive #1 along with a narrative briefly describing the changes made in this directive as submission for your review and approval. If you have any questions during your review process, please do not hesitate to call our office. Thank you for your help and we look forward to your approval. Sincere , Raymond H. Harris, AIA rhh/j z "CONSTRUCTION CHANGE DIRECTIVE NO. 1 Y PRbJECT 01413 SAM'S CLUB #4785 SANFORD, FL NOVEMBER 09, 2001 RAYMOND H. HARRIS ARCHITECT REGISTRATION NO. AR0014269 211 NORTH RECORD STREET, SUITE 222 DALLAS, TX 75202 (214) 749-0626 WAL-MART STORES, INC. vw CONSTRUCTION DEPARTMENT WAL-MART REALTY DIVISION 2001 S. E. 10T" STREET BENTONVILLE, AR 72712 ATTN: MR. CARL CROWE, WAL-MART CONSTRUCTION DIRECTOR NOV 13 2001 TO: HENSEL PHELPS-FLORIDA 6280 HAZELTINE NATIONAL DRIVE ORLANDO, FLORIDA 32822 (407) 856-2400 REASON FOR CHANGE: This change is for revisions and modifications in response to Wal-Mart directed changes. Contained herein are the changes to the Drawings and Project Manual for the above referenced Project. The Contractor shall obtain approval of the Wal-Mart Construction Manager before beginning the Work defined in this Construction Change Directive. If applicable, adjustment to the Contract Sum may be based only on the method described in 7.3.3.1 of the Contract. A response to this Construction Change Directive shall be returned to the Construction Manager within 21 days as per the Construction Contract. This Construction Change Directive includes the following items: Description of Change Change Code Document revisions due to Wal-Mart directed changes (ASA #): 1. Provide WMT furnished & contractor installed checkout power assemblies. 234 2. Sam's Pharmacy consistency changes. 237 3. Sam's TMA consistency changes. 238 4. Sam's Optical consistency changes. 239 5. Sam's Club Cafe consistency changes. 240 6. Sam's Photo Lab consistency revisions 241 7. Grocery equipment 2002 vendor realignment. 244 8. Revise knock -out in cash room for the new pass through. 248 9. Change location of counter in cash room; rotate 90 degrees to adjacent wall. 252 10. Reposition the door & hose bib inside the meat department. 255 11. Change lounge cabinet to contractor provided. 265 12. Add counter in training room. 266 13. Add new floral display case. 267 Document revisions due to Coordination with Civil Engineering Consultant (CCEC): 1. Revise some lighting connection to match civil drawings. CCEC 2. Revise pole site lighting to match civil drawings. CCEC Page 1 of 7 CONSTRUCTION CHANGE DIRECTIVE NO. 1 PROJECT 01413 SAM'S CLUB #4785 SANFORD, FL Document Clarifications/Corrections (ClICr): 1. Revise top of masonry elevation. Cl/Cr 2. Revise drain section. Cl/Cr 3. Revise public restroom dimension. Cl/Cr 4. Revise length of truckwell retaining wall. Cl/Cr 5. Revise girder seat details. Cl/Cr 6. Revise drag strut details. Cl/Cr 7. Revise signage framing details. Cl/Cr 8. Add air curtain support detail. Cl/Cr 9. Revise Vision Center water heater capacity. Cl/Cr 10. Revise roof top unit schedule. Cl/Cr 11. Revise some interior & exterior lighting. Cl/Cr 12. Revise F.P water connection entry. Cl/Cr The Construction Documents are hereby amended in the following particulars, Pages 1 through 7 of this Narrative, Drawing Sheets Al, A2, A4, A4.2, A5.1, A6.1, A6.3, A7, A9, S131, GA1, GA1.1, GA2, GA3, GA5, S1, S5, S5.1, S6, S6.1, S6.2, P3, P4, P6, GPI M2, M3, M5, M6, MP1, R2, R3, El, E1.1, E1.2, E2.1, E2.2, E2.3, E3, E4.1, E4.2, E5 and FP3 and Specification ! tions 01600 and 09511, all dated 9 November, 2001. ARCHITECTURAL SHEET Al: Detail 1 — Floor Plan: • Photo Lab consistency change. 241 • Revise door in meat department. 255 • Add new floral case. 267 SHEET A2: Detail 2 — Right Side Elevation: • Revise top of masonry elevation. Cl/Cr SHEET A4: Detail 1 — Roof Plan: • Revise MT1 & LT1 location for Club Caf6 freezer cooler change. 240 SHEET A4.2: Detail 10 — Overflow Drain Section @ Front: • Revise drain section for tapered insulation @ front section. Cl/Cr SHEET A5.1: Detail 1 — Photo Lab Plan: • Revise photo lab layout. 241 SHEET A6.1: Detail 2 — Office Mezzanine Plan: • Revise note for knock -out in cash room. 248 • Revise counters in cash room. 252 • Add counter in training room. 266 Detail 3 — Enlarged Restroom Plans: • Revise public restroom toilet dimensions. Cr/CI SHEET A6.3: Detail 2 — Stair Section: • Add new detail mark. Cr/CI SHEET A7: Room Finish Schedule: • Revise Room 701, 702, 703 ceiling types to gyp bd. Ceiling. 239 SHEET A9: Detail 1 — Cabinet Elevation • Delete old detail & add new detail for lounge cabinet. 265 Page 2 of 7 r yCONSTRUCTION CHANGE DIRECTIVE NO. 1 PROJECT 01413 SAM'S CLUB #4785 SANFORD, FL Detail 16 — Bulkhead At Stair • Add new detail. Cl/Cr Detail 17 — Base Cabinet Section • Add new detail for lounge cabinet. 265 Detail 18 — Cabinet Edge Section • Add new detail for lounge cabinet. 265 Detail 19 — Control Joint @ Door Jamb • Add new detail. Cl/Cr Detail 20 — Gypsum Board Control Joint • Add new detail. Cl/Cr SHEET SB1: Detail 1 —Club Cafe Plan: • Flip freezer/cooler location. 240 GROCERY ARCHITECTURAL SHEET GA1: Detail 1 — Grocery Floor Plan: • Revise right corner of Meat Prep Room to include a 45 degree angle 255 • Reduce wall at rotisserie hood location, to 4'-6" 255 • Add break metal chase for electrical conduit at Hot Case D40. 255 • Add keynote 5.21 in its entirely. 255 • Revise refrigeration chase location for Floral case. 267 SHEET GA1.1: Detail 2 — Grocery Floor Covering Plan: • Revise right corner of Meat Prep Room to include a 45 degree angle 255 • Revise gray and red epoxy at Chicken Display area and Meat Prep Room 255 SHEET GA 2: Bakery Equipment Schedule: • Revise Rack washer equipment vendor from Douglas, model 1536G to LVO Manufacturing, model #RW 1548-G. 244 • Revise Proof box vendor from Baxter, model PC201 M58X to Hobart, model# HPC200-M58. 244 • Revise Rack Oven vendor from Baxter, model OV210GM213 to Hobart, model# H0210G2. Refrigeration Equipment Schedule: • Revise Floral case model number to P3734B. 244 Detail 1 — Grocery Fixture Plan: • Revise right corner of Meat Prep Room to include a 45 degree angle 255 • Reposition the door and hose bib inside the Meat Prep Room 255 SHEET GA3: Detail 1 — Interior Elevation: • Revise interior elevation to include changes as shown on floor plan. 255 SHEET GA5: Detail 11 — Rack Washer Pit Plan: • Revise location of the rack washer on pit 255 Detail 16 — Metal Elec Chase: • Add Detail 16 in its entirety 255 STRUCTURAL SHEET S1: Detail 1 — Foundation Plan: • Revise length of truckwell retaining wall to coordinate with ARCH. Cl/Cr SHEET S5: Detail 9 — Satellite Dish Support Column: • Revise weld information. Cl/Cr Page 3 of 7 i CONSTRUCTION CHANGE DIRECTIVE NO. 1 PROJECT 01413 SAM'S CLUB #4785 SANFORD, FL I i s Detail 10 — Girder/Beam Column Connection: • Revise girder seat. Cl/Cr SHEET S5.1: Detail 3 — Joist Girder Drag Strut Detail: ° • Revise girder seats. Cl/Cr • Replace continuity angles with tie plates. Cl/Cr ' Detail 5 — Girder/Beam Drag Strut Detail: • Revise girder seat. Cl/Cr • Replace continuity angles with tie plates. Cl/Cr Detail 6 — Back Wall At Girder: • Revise girder seat. Cl/Cr Detail 10 — Column Bracing Connection At Joist: • Revise girder seat. Cl/Cr Detail 11 — Column Bracing Connection Btwn Joist: ° • Revise girder seat. Cl/Cr Detail 12 — Air Curtain Support: • Add this detail in its entirety. Cl/Cr SHEET S6: Detail 3 — Footing At Vestibule Pilaster: • Revise dimensions to show proper location of column and pedestal. Cl/Cr • Revise pedestal section designators. Cl/Cr SHEET S6.1: Detail 9 — Canopy Joist At Column: • Revise joist overhang dimension. Cl/Cr Detail 11 — Canopy Side Beam: • Revise dimension and deck angle. Cl/Cr SHEET S6.2: ' Detail 1 — Plywood Backing Layout: ' • Revise detail for new signage framing. Cl/Cr Detail 2 — Signage Connection At Stud Wall: I • Revise detail for new signage framing. i Cl/Cr PLUMBING SHEET P3: Detail 1 — Auto Center Plumbing Plan: ' • Remove 100 psi air piping. 238 Detail 7 — Air Piping Riser: ' • Replace detail with latest proto detail. 238 Detail 8 — Air Drop: • Replace detail with latest proto detail. 238 Detail 9 — Air Compressor Piping: • Replace detail with latest proto detail. 238 ° SHEET P4: Detail 4 — Photo Lab Plumbing Plan: • Update notes to match proto. 241 SHEET P6: ' Water Heater Schedule: • Change Vision Center water heater from 15 gallon to 6 gallon. Cl/Cr SHEET GP1: Detail 1 — Grocery DWV Plan: i A. Updated drain locations for new grocery layout. 255 Page 4 of 7 CONSTRUCTION CHANGE DIRECTIVE NO. 1 PROJECT 01413 SAM'S CLUB #4785 SANFORD, FL SHEET GP3: Detail 1— Grocery DWV Riser: • Updated riser to match new DWV plan. 255 SHEET R2: Refrigeration Schedules: • Updated schedules for new floral display. 267 SHEET R3: Detail 1 — Club Cafe Refrigeration Plan: • Updated the location of the freezer/cooler. 240 MECHANICAL SHEET MP1: Detail 1 — Roof Plan: • Change the total gas demand feeding the bakery to 946 MBH. 244 • Change location of condensing units for club cafe. 240 • Update keynote 15.301 with new total gas demand. 244 SHEET M2: Detail 2 — Front Office Area HVAC Plan: • Update Club Cafe to match proto 240 • Update Pharmacy to match proto. 237 Detail 4 —Vision Center HVAC Plan: • Update Vision Center to match proto 239 SHEET M3: Detail 1 — Meat Market/Bakery/Receiving Area HVAC Plan: • Change flue size and gas demand for rack washer. 244 SHEET M5: Rooftop Unit Schedule: • Changed TPE to FME. Cl/Cr ELECTRICAL SHEET E1: Detail 1 — Lighting Plan: • Added two type 3 light fixtures to exterior of front entry. Cl/Cr • Removed one type 35 light fixture and relocated one type 35 light fixture near column line E and 2.6. Cl/Cr SHEET E1.1: Detail 1 - Photo Lab/Vision Center Lighting Plan: • Removed plan note and add reference to detail 11/E3. Cl/Cr • Revise keynote reference 16.900 to 16.990 (entire sheet). Cl/Cr • Add 16.022 and 16.451 to keynotes. • Relocated panel PL 241 Detail 4 — Photo Lab/Vision Center Lighting Plan: • Changed light fixture call out type 83 to type 17 entire sheet. Cl/Cr SHEET E1.2: Detail 1 — Parking Lot Lighting Plan: • Remove one Pylon Sign and revise plan note for second Pylon Sign to be a Monument sign. CCEC • Revise circuitry to include pole mounted light at left side of store. CCEC SHEET E2.1: Detail 1 — Power Drop Plan: • Remove circuits from J-Box and conduit drop at front checkouts. 234 Detail 3 — Checkout Stand Elevation • Replace detail with latest proto detail. 234 Page 5 of 7 *t CONSTRUCTION CHANGE DIRECTIVE NO PROJECT 01413 SAM'S CLUB #4785 SANFORD, FL SHEET E2.2: Detail 5 — Front Office Power Plan: • Rename Panel LCC to Panel LFS. Cl/Cr • Add (3) 1" conduits (dimensioned from corner of building) to Sanitary Sewer Lift Station with Power Circuit, Control Circuit, and Alarm Circuit. Add reference to 5-E2.3 for conduit to Membership Desk. CCEC Keynotes: • Remove unused keynotes 16.574, 16.576, 16.577, 16.578, 16.579, 16.580, 16.581, 16.585 and 16.586. Cl/Cr • Add keynote 16.607. Cl/Cr Detail 3 Photo Lab Vision Center Power Plan: • Indicated detail reference 12/E3 for ceiling fan. 241 • Relocated transformer TL and Panelboard PL. 241 • Indicated dimensions for Photo Lab Power Drops. 241 • Added receptacle in Vision Center Utility Room. 239 SHEET E2.3 Detail 1 — Membership Desk Power Plan: • Add junction box and conduit for Sanitary Sewer Lift Station Alarm/Control circuits. CCEC • Remove old and add updated Bakery/Meat Market/Service Deli Termination Schedule. CCEC SHEET E3: Detail 1 — Photo Lab Power Drop: • Revise Photo Lab Power Drop detail to indicate third Junction Box and Condulet. 241 Detail 2 — Ceiling Fan Mounting: • Added Ceiling Fan mounting detail to project. 241 SHEET E4.1: Detail 1 — Panel HA2: • Add circuit breaker and circuit HA2-46 for Sewer Lift Station. CCEC SHEET E4.2: Detail 1 — Panel LF: • Revised existing circuit LF-73 for Sewer Lift Station Control/Alarm. CCEC SHEET E5: Detail 1 — Automotive Lighting Plan: • Added second switch for BI level switching. Add switch leg wire Tic to associated lighting conduits. 241 Detail 2 — Automotive Power Plan: • Removed keynotes 16.444 and 16.446 from plan. 238 • Changed Tire Balancer circuit call out's to indicate 20 AMP two pole breaker (typical of 4). • Changed Tire Balancer Cord, Cap & Receptacle call outs. Call outs are on plans. Keynote 16.446 was deleted. • Changed Lift Cord, Cap and Receptacle call outs. Call outs are on plans keynote 16.444 was deleted. 238 • Changed Lift circuit call outs to indicate 20 AMP 1 pole. #10 Wire was changed to #12. 238 FIRE PROTECTION SHEET FP3: Detail 1 — Fire Sprinkler Plan: • Revise F.P. water entry dimension. Cl/Cr SPECIFICATIONS SECTION 01600 — PRODUCT REQUIREMENTS: Article 1.10 DIRECT PURCHASE PRODUCTS: • Paragraph B; add Subparagraph 3 for contractor provided Cash Room Drop Box. 248 Page 6 of 7 CONSTRUCTION CHANGE DIRECTIVE NO PROJECT 01413 SAM'S CLUB #4785 SANFORD, FL Article 3.1 PRODUCTS FURNISHED BY OTHERS SCHEDULE: • Add to schedule Wal-Mart furnished, Contractor installed Checkout Counter and Power Assembly. 234 SECTION 09511 — ACOUSTICAL PANEL CEILINGS: Article 2.4 ACOUSTICAL CEILING SYSTEM — TYPE 5: • Delete this article in its entirety. Change acoustical panel ceiling in Vision Center to suspended gypsum board system. 239 Article 3.7 ACOUSTICAL PANEL CEILING SYSTEM SCHEDULE: • Paragraph C; delete this paragraph in its entirety. 239 END OF CONSTRUCTION CHANGE DIRECTIVE NO. 1 Page 7 of 7 r— Sheet 1 See Sketch of Description Included as Attachment "A" DESCRIPTION Lot 1 Sanford Sam's Club A portion of the Southwest 1/4, of Section 32, Township 19 South, Range 30 East, Seminole County, Florida, being described as follows: Commence at the Northeast corner of the Southwest 1/4 of said Section 32, Township 19 South, Range 30 East, Seminole County, Florida; thence North 89" 46' 27" West along the North line of the Southwest 1/4 of said Section 32 for a distance of 330.00 feet; thence South 00' 03' 12" West for a distance of 634.14 feet to the POINT OF BEGINNING; thence continue South 00' 03' 12" West for a distance of 701.52 feet to the South line of the North One half of said Southwest 1/4; thence North 89' 58' 5 6 " West for a distance of 115 5. 00 feet; thence North 00' 03'12" East for a distance of 600.08 feet; to the South right of way line of Rinehart Road as recorded in Official Records Book 2219, page 1034 of the Public Records of Seminole County, Florida; thence North 69' 11' 37" East along said South right of way line for a distance of 755.82 feet; thence South 20' 48' 23" East for a distance of 178.69 feet; thence South 89' 5648" East for a distance of 385.10 feet to the POINT OF BEGINNING. Containing 19.258 Acres More or Less. T01-A92.L1 Prepared by: This description and the accompanying sketch or sketches has been prepared in accordance with the Standards set forth in Chapter 61 G17, F.A.C., pursuant to Chapters 177 and 472, Florida Statutes. Unless it bears the signature and the original raised seal of a Florida licensed surveyor and mapper this drawing, sketch, plat or map is for informational purposes only and is not valid. ARTHUR W. TUCKER # 4391 Date: --/V- 0Z Tinklepaugh Surveying Services, Inc. 379 West Michigan Street Suite 208 Orlando, Florida 32806 (407) 422-0957 Raymond H. Harris Architect Registration No. AR0014269 211 N. Record St., Ste. 222 Dallas, Texas 75202 Telephone 214/749-0626 July 27, 2001 Mr. Robert Bott Plans Examiner City of Sanford 300 North Park Avenue Sanford, FL 32771 (407) 330-9417 RE: Sam's Club #4785 Sanford, FL Proj ect #01413 Dear Mr. Bott: Please accept the enclosed two (2) sets of building plans, two (2) sets of specifications, energy calculations;-structura ,,calculations, hazmat storage summary, permit application and check for the:"510 plan review fps submission for your review and approval for building permit. If you ha e any questions or if we can be of any assistance to you during the review process, please do natkesitate to call our office. When you have completed your review, please send written confirmNQn of your approval to our office. Thank you for your time, a-N we forward to receiving your approval. incerely, Raymond . Harris RHHipm Enclosure p, t CS'G. UNIVERSAL,, m_ n 1J ENGINEERING SCIENCES Consultants in: Geotechnical Engineering • Threshold Inspection Environmental Sciences •Construction Materials Testing August 22, 2001 City of Sanford Building and Inspections Department P.O. 'Box 1788 Sanford, Florida 32772 Attention: Mr. Bob Bott Offices in • Orlando • Gainesville • Fort Myers r Rockledge • St. Augustine • Daytona Beach • West Palm Beach • Jacksonville • Ocala • Tampa • Debary Reference: Sanford Sam's Club on Rhinehart Road Vapor Barrier Seminole County, Florida Project No. 70080-006-03 Report No. 186157 Dear Mr. Bott: Per our phone conversation on Monday, August 20, Universal Engineering Sciences is providing this letter on the behalf of Wal*Mart regarding the need for a vapor barrier beneath the proposed Sam's Club on Rhinehart Road. This site will be filled significantly in the area of the proposed building. With the quantities of fill,required to raise the site to the proposed finished floor elevation, we anticipate deep groundwater table conditions within the building footprint. It is our professional opinion that there is no need for a vapor -barrier beneath the :building's foundation. Further, Universal Engineering Sciences and Wal*Mart hereby indemnify the City of Sanford and hold them harmless regarding the absence of a foundation vapor barrier on this project. Universal Engineering Sciences Inc. (UES) would be pleased to'answer any questions or concerns regarding this item. Please contact us if you require further assistance on this project. Respectfully submitted, UNIVERSAL ENGINEERING SCIENCES, INC. q X, 4 Guy H. Rabens, M.S., E.I.` Project Engineer If!-� Bruce H. Woldashin; P.E... P.E. No. 36734 Manager - Ge6technical Engineering r GHR/BHW:si Distribution: CPH Engineers, Attn: Larry'Wray, P.E. Hunt. Joyner, Attn: Kirk Ellison 3532 Maggie Blvd. • Orlando, FI 32811 v (407) 423-0504 o Fax (407) 423-3106 Sent by: CPH Engineers Inc 407 330 0639; 09/10/01 4:10PM;JetFax #172;Page 3/3 DESCRIPTION Lot 1 Sanford Sam's Club Sheet, I See Sketch of Description Included as Attachment "A" A portion of the Southwest 1/4, of Section 32, Township 19 South, Range 30 East, Seminole County, Florida, being described as follows: Commence at the Northeast corner of the Southwest 1/4 of said Section 32, Township 19 South, Range 30 East, Seminole County, Florida; thence North 89° 46' 27" West along the North he of the Southwest 114 of said Section 32 for a distance of 330.00 feet; thence South 000 03' 12" West for a distance of 634.14 feet to the POINT OF BEGINNING; thence continue South 00° 03'12" West for a distance of 701.52 feet to the South line of the North One half of said Southwest 1/4; thence North 89' 58' 56" West for a distance of 1155.00 feet; thence North 00' 03'12" East for a distance of 600.08 feet; to the South right of way line of Rinehart Road as recorded in Official Records Book 2219, page 1034 of the Public Records of Seminole County, Florida; thence North 69" 11' 37" East along said South right of way line for a distance of 755.82 feet; thence South 200 48' 23" East for a distance of 178.69 feet; thence South 890 5614811 East for a distance of 385.10 feet to the POINT OF BEGINNING, Containing 19,258 Acres More or Less- T01-A921.1 Prepared by: This description and the aocompanying sketch or sketches has been prepared in accordance with the Standards set forth in Ciraptcr 61 G17, F.A.C., pursuant to Chapters 177 and 472, Florida Statutes. Unless it bears the signautte and the original raised scat of a Florida licensed surveyor and mappCr this drawing, sketch, plat or map is for informational purposes only and is not valid. ARTHUR W, TUCKER #1 4381 Date- 2 -/V, a / Tinklepaugh Surveying Services, Inc. 379 West Michigan Street Suite 208 Orlando, Florida 32806 (407)422-0957 i Power of Attorney Jeffrey K. Wenaas hereby appoints Antonio Jackson as his Attorney -In -Fact and agent and grants Mr. Jackson full power and authority to perform all acts and execute all documents and other instruments required in order to obtain a building permit for the Sam's Club 44785-00 project located at 110IRinehart Road - Sanford, Florida 32771. Jeffrey K. Wenaas hereby ratifies and confirms all acts performed by Mr. Jackson as Attorney -In -Fact for the company pursuant to and in accordance with this Power of Attorney. This Power of Attorney shall remain in effect until revoked. It may be revoked only upon written notification by Jeffrey K. Wenaas to Mr. Jackson in his capacity as Attorney -In -Fact. HENSEL PHELPS CONSTRUCTION CO. Bv: STATE OF FLORIDA COUNTY OF ORANGE ,y K. Wenaas President Florida Contractors License No. CG-0062788 The foregoing instrument was executed and acknowledged before me this 19th day of March, 2002, by Jeffrey K. Wenaas, known to me to be the Vice President of Hensel Phelps Construction Co. Witness my hand and official seal. DEBORAH CANNON Notary Public �y :ZN.v :Exp. 8/27l05 Q6-0 �DD 053069 M Known (l otiierJ.D. TV y Commission expires: JUL? COUNTY OF SEMINOLE IMPACT FEE STATEMENT ` STATEMENT NUMBER: 02100002 BUILDING APPLICATION #: 02-10000 BUILDING PERMIT NUMBER: 02-10000260 UNIT ADDRESS: 1101 RINEHART ROAD TRAFFIC ZONE:O22 JURISDICTION: SEC: TWP: RNG: SUF: SUBDIVISION: PLAT BOOK: PLAT BOOK PAGE: OWNER NAMEx ADDRESS: DATE: March 06, 2002 32-19-30-30000-900000 PARCEL: TRACT: BLOCK: LOT: APPLICANT NAME: WAL-MART ADDRESS: 2001 SE 10TH ST BENTONVILLE AR SANFORD LAND USE: COMMERCIAL TYPE USE: WORK DESCRIPTION: CITY-SANFORD ........ ........ ...... ..... .................... ........ ....... .... ............. ...................................................... FEE BENEFIT RATE ... ........ ..... ................ ..... UNIT .......... ........ ... .... .... ........ --....................... CALC .... ........................... UNIT -.... .... .... ..... ............ TOTAL DUE TYPE DIST -........ .... ........ ........ .... ........ .... .... ............ ........ ....... ........ .... ................................................................................... SCHED RATE UNITS -.... ........... .... .......... ....... .... .... .... TYPE .... -.... .... .... .... .... .... .... .... .... .... .... .... .... -.... .... .... ... .... .... ROADS -ARTERIALS CO -WIDE ORD Retail 10OK-299999 Sqft 1,297.96 132.340 10VOnsft 171,772.02 ROADS -COLLECTORS NORTH ORD Retail 100K-299999 Sqft 262.70 2.340 1000nsft 34,765.71 FIRE RESCUE N/A .00 LIBRARY .0O SCHOOLS N/A . � .O0 PARKS N/A .00 LAW ENFORCE N/A .0O DRAINAGE N/A .00 AMOUNT DUE 206,537.73 STATEMENT RECEIVED BY: 4_ ��_ __SIGNATURE: __[�L \/ (PLEASE PRINT NAME) \/ DATE: _____��__ ..................................... _... .... .... .... .... NOTE TO RECEIVING SIGNATORY/APPLICANT: FAILURE 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 **NOTE** PERSONS ARE ADVISED THAT THIS IS A STATEMENT OF FEES DUE UNDER THE SEMINOLE COUNTY ROAD, FIRE/RESCUE, LIBRARY AND/OR EDUCATIONAL ISSUANCE OF A BUILDING PERMIT., PERSONS ARE ALSO ADVISED THAT ANY RIGHTS OF THE APPLICANT OR OWNER, � TO APPEAL THE CALCULATION OF ANY OF THE ABOVE MENTIONED InPACT 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. Tnc 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 IMPLEMENTATION OFFICE: 1101 EAST FIRM STREET, SANFORD FL, 32771; 407-665-7356, PAYMENT SHOULD BE MADE TO: SEMINOLE COUNTY OR CITY OF SANFORD BUILDING DEPARTMENT 1101 EAST FIRST STREET SANFORD, FL 32771 PAYMENT SHOULD BE BY CHECK OR MONEY ORDER AND SHOULD REFERENCE THE COUNTY BUILDING PERMIT NUMBER AT THE �^OP LEFT OF THIS STATEMENT. ***THIS STATEMENT IS NO LONGER VALID IF A BUILDING PERMIT IS NOT*** ISSUED WITHIN 60 CALENDAR DAYS OF THE RECEIVING SIGNATURE DATE ABOVE * DETAIL OF CALCULATION AVAILABLE UPON REQUEST. CALL 407-665-7356. ' ` CITY OF SANFORD PERMIT APPLICATION Permit No.: �21'" J 9 Date: 7 / 2 7 / 01 Job Address: 1101 Rinehart Road Parcel No.: Lot 1 (Attach Proof of Ownership & Legal Description) Description of Work: Construction of a new 134,457 square foot Sam's Club -retail store. Type of Construction: Type V Flood Zone: Valuation of Work: '$ 3,970,140 Occupancy Type: Residential g Commercial Industrial 1+ mezzannine existin4 - ro sed -PD Number of Stories: Number of Dwelling Units: N/A Zoning: "rota giare�ootage: 134,457 Owner: Sam's East, Inc. Contact Joe Loethen Address: 702 SW 8th Street City: Bentonville State: Zip: 72716 Phone No.: (501) 273-4515 FaxNo.: (501) 2771014 Contractor: To Be Determined t-- eAj _suL Address: 109 9 Ag461-1-hoT 49+� City: _%1; ��I i=6�11 +� State: Zip: �2? % State License No.: Phone No.: `��✓7 ` - 9 `1'3 4 Fax No.: Ay"1 ,_ 32-2-- 49 07 -Contact Person: Aq_F0f [ (0 `} C k5c 1 Phone No.: 3 2-1 - 37 7 Title Holder (If other than Owner): Address: Bonding Company: Address: Mortgage Lender: Address: Architect: Raymond H. Harris Architect Registration. No AR0014269PhoneNo.: (214) 749-0626 Address: 211 N. Record Ste. 222; Dallas, Tx 75202 FaxNo.: (224)--748-0656 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 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, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification th will notify the owner of the property of the requirements of Florida Lien Law, FS 713. 3 /zAD 2�- Signature of Owner/Agent Date Signature Contractor/Agent Date Jes. re e-,. Agent's Name [gjg y �IftEdvof' ansas Date Washington County ►( My Commission Expires 02AW06 17 Owner/Agent is Personally Known to Me o Produced ID APPLICATION APPROVED BY: 4, T-0,J(0 c )AC-ik5 0-,-J� Print Contractor/Agent's NameV S ature of Notary State o lorida Date M JOHNSON * my UGV'1,1IS8J0N # CC 921808 ,� g ' XPRES: March 23, 2004 9%��pr Bia d d_Tnru Budget r.vary services -- r for/Agent is Personally Known to Me or . Contr7oduced ID D L _-1,2 <�D Zoa`l03 q Q'D ��, f+ Date: 9 ZQ 0.4 Special Conditions: __... ez pA 61�, C -w i, Mot ` CITY OF SANFORD FIRE DEPARTMENT FEES FOR SERVICES PHONE # 407-302-1091 * FAX #: 407-330-5677 DATE: 3O ® PERMIT #: o 2- -/ 1:� A 4 h e BUSINESS NAME /PROJECT: s ADDRESS: )101—`K;P-�e—�6c+ 6 PHONE NO. 50 1 J~'J51 ►'AX NO : � 2 CONST. INSP. [ ] C / O INSP.:[ ] REINSP CTION [ ] PLANS REVIEW F. A. [ ] F.S. [ ] HOOD [ ] PAINT BOOTH [ ] BURN P RMIT [ ] TENT PERMIT [ TANK PERMIT [ ] OTHER [ ] ` TOTAL FEES. $ (/5 � 1 � (PFR UNIT SEE BELOW) Address / Bldg. # / Unit # Square Footage Fees per Bldg / Unit 1. 2. 3. 4. 5. 6. 8. 9. 10. 11. 12. 13. 14. 15. 16. 17. 7 18.--------------- d 19. 20. Fees must be paid to Sanford Building Department, 300 N. Park Ave., Sanford, Fl. 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 Pr ention Division 'Appli is Signature \v PUBLIC WORKS DEPARTMENT ENGINEERING DIVISION MEMORANDUM TO: Mary Long, Planning FROM: Brett W. Blackadar, P.E., Principal Engineer' THROUGH: Antoine Khoury, P.E., Principal Engineer KX DATE: January 17, 2002 SUBJECT: Alternative Road Impact Fee Calculation Sam's Club, Sanford SEMINOCE C.00IN�Y FLORIDA'S NATURAL CHOICE We have received the Alternative Impact Fee Calculation, dated December 13, 2001, for the referenced development. After review of this document and discussions with the consultant Chris Walsh at Kimley-Horn and Associates, we have agreed on the following determination. Based on a study of 10 Sam's Club sites around the state, it was determined that the impact fee amount for the store only should be $206�53.5.00. In addition, the calculation for the Sam's Gas Sales will be an additionkl $23,098.20__-Wal- Mart Stores will go ahead and pay the sum of these two impact `fees which-16tals $229,63�3�.20. 9,03Sam' The1s Club surveyed did not include sites in Seminole County. The only Sam's Club in Seminole County, which is located in Casselberry, is not a sufficient comparable property due to the fact that it is adjacent to other retail stores. Due to these concerns, Wal-Mart Stores has agreed to perform a study at another Sam's Club store in the Central Florida area no later than February 28, 2002. Based on this study, the road impact fees will be recalculated for the store only. If the impact fee is greater than $206,535.00, Wal- Mart will pay Seminole County the difference in fees. The total fee for the store only will not exceed the amount of $289,823.40, which is the impact fee based on the standard Seminole County rates. If the recalculated road impact fee is below $206,535.00, Wal- Mart will not receive a refund on the amount already paid. We have attached a copy of the letter from Wal-Mart summarizing this agreement. If you have any questions, please feel free to give call me at ext. 5702. Xc: Jerry McCollum, P.E., County Engineer 520 West Lake Mary Boulevard Suite 200 Sanford FL 32773-7424 Telephone (407) 6655674 Fax (407) 665-5789 Hensel Phelps Construction Co. �Of"��NOW ,. ,. _. .. ,�. ,.� -.. .: .. ., .f ..:. �.. �.�.R ,: �: .. �W�Z4if��.������`"���T�+,2�.�,������,5.,�,�7c;v°fM`,Gt���¢a���'d��!�1�7k�6,.„k��7�RSfil'aSFt�.�.' �'���"�'���j kF%!"i�'i`fZa�,.FE�Y)'axr�.�s Sw �■0000©o ©oo©o©©0000©000©©©©oom000m000000�■momommmmmo was MMZM MEIN ��■�■Ee��©■■■■■m■■■■■■■■■■■■ MEN NM-■■■■■0■■■■■■■■ ■■ EeNa®■■■■■m■■■■ ONE ■■■■■■■■■■® .:■■■■■■■■■ MIMMEM! mom 0 ME Iwbu- wat 11111EDGE T,Ianw Ina SHAVE GEL ■�■O■E ■■��■■ IN .���©���■one■■■■■■�■�■■�■■■ ■ENE ■■■■■■■■■ �6�e®ems■■■■■■®■■®■■■■■■■■■■■■■ 0 on No ONE ■■MEMO ■MEN ■■■ ��■�� .. tee®ems■■■■■■■®■�■■■■■■■�■aa��o, P,tr,lu-di,lill,l,, IMENIME MEN ME mimmm MINIM. .1r0r.11 0 mom mom mom ��■��:.: ,.e���■■■■■m■■■�■■■■■■■■■■■■■�■■■■■■■■■■■■■ ■■■ ■■■■■■■■■ ®�■��� .: �e®e�■■■■E■■■E®■■■■■■■■■■■■■ ■■■■■■■■■ ®�■����e®e�N■O■■NOON®■■■■■■■■■■■■■■■■ ■mono ■ONE ®1■�� ■mom :.■e®ate■■■■■■■■■®■■■■■■■■■■NONE mom ■■■■■■■■■■■■■■■■ ��■�� .: �e�e�■■■■■■■■■�■■■■■■■■ ■■■■■■■■ ®1■MIM SOME■ :.: �e®ems■■■■■■■■■®■■■■■■■■■■■■■■■■ ■ ■■■■■■ ■ MOON■■■■■ ei■mm .: �e®e�■■E■E■■■■®■■■■■■■■ NONE OEM ■E :.: Ee���■■■■■m■■■�■■■■■■■■■■■■NEE■ mono ■■mom ■■M .:.:.e���■■■■■m■■■�■■■■■■■■■■■■■■■■■ ��■��� .e�e�■■■O■O■■■�■■■■■■■■■■�■■W■■■■■■■■■■■■■■ gi■mm :.: �e�e�■■■■■■■■■W■■■■■■■■■■■■■■■■■■■■■■■■■■■ ®l■mm :Pr-r.: . �e®e�■■E■■OE■■®■■■■■■■■■■■■■�■■■■■■■■■■■■■■ ■■■■■■ ®i■ :.:.... �e�e�■■■■N■■■■�■■■■■■■■■■■■�■■■■■ONE ■ ■ ■■■■ ®■ : ®��e�e�■®■■■■■■W■■■■■■■■■■■■■■■■■■■■■ � ■ ei■�■®Proprietary:.. ��e®e�■■■■■■■■■®■■■■■■■■■■■■■■■■■■■■■■■■■■■ WEATHERWIGAL.e�e�■■■■■■■i■■�■■■■■■■■■■■■■■■■■■■■■■■■■■■ ■ ■■■■■■■■■■■■■ ■ ■ eI■MIM- ��e�e�■■E■■■■iN■W■■N■N■■■■■ ®i■m .. �e�e�■■■■■O■■NW-■■■■■■■■■■■■■■■■■■■■■■■■■■■■ ��■���e®e�■■■■■■■■■®■■■■■■■■■■■■o■■■■■■■■■■■■■■■ Wal-Man Storaa, Inc. 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Paga 7/2filOt Wa1-Mart Stnraa,nc I. CnnfMantlal AF AG I AH I At AJ AK AL AM AN AO AP AO AR AS AT AU AV AW AX A B C D E F G H I J K L M N O P O R S I T I U V W I % I V I Z I AA AB AC AD AE 1 SAM'S CLUB Master In-M.m. all 1Z8 prototypes 2 HAZARDOUS. MATERIALS INVENTORY- - I 3 4 All Cate orles--Projected __.-_. __ Storage Quantities . HAZARD CUSSES PER UNIFORM FIRE CODE - - - FLAMMABLE '} CORflO51VE5 TOXIC OTHER HEALTH IRRITANTS SENSI- AEROSOLS REACTR/ES GASES LIQUIDS COMBUSTIBLE LIQUIDS - q OXIDIZERS MATERIALS HAZARDS TIZERS 5 a Z H o o m n O O d H _ W H b O OZ O d N d d „ d N Q p d a G p G p _ 0 W a O fTEMNO REM DESCRIPTION I REM CHEMICAL COMPONENTS GAS# H m = f r0] Z ` U' < t! m < i N H m 3 m w w .'i ar f m f Q vi in w d N h O b- a0i d O f m z DESCRIPTION 2 u U < > U H ¢ x f j < u g as u u w h N m O u W d d� ov i o g u u u u u < m m $ g ' ? ; ; o u u U � 6 CERTIFIED 12- Perobum disMale 64742707 80-90 _ 1 84 65739 MOTOR OIL 1OW30 CASE WARTS Proprklar etlditrvea Na 10.20 1 L 252 G -10 252 - Water 68647-72 1515 Terpenes6 Terpenoids 3 510 Pumice 1332-098 5-10 Nonionic surfactant 6901318 •FAST ORANGE 1- Tnethanolam ne 9 05.2 -_ - - 106 1144 66566: HAND CLEANER /PUMP GAL Acrylicacid polymer 3731102 0.1:2 L -`f44 G 10 144 6474254 OEX/MERCON 72- Petroleum oil 64742650 85 95 - 107 84 -� 67127i ]TRANSMISSION FLUID QUARTS Propneta add five 5 15 L -252 G - 10 . 252 - _ - - - - QUAKER 12- Petroleum dkMate 84742707 80.90- IDO 84 ..-. 74135. MOTOR OIL SW30 CASE QUARTS Roprklary add8ves .. Na- 10-20 I L "252 O 10 1 - 64742547 1 Petroleum oil 64742650 85 95 - - 109 42, 74 HYDRAULIC OIL R80 AW325-GALLON Pro net- additive na 515 L- -210 G 10 _ SYNTEC 6-1 Petroleumdlstitlale '.. 64742707.. 80.90 11 156 77513:�'. MOTOR OIL SW50 CASE QUARTS Roprkl additives Na'' 1 10-20 L ;. 234 G 10 2 64742547 , 1 _ �- DE%/MERCON 55 Petroleum oil 647,42650 85 95 - ` I11 4 78287+ TRANSMISSION FLUID GALLON Pro riela additive na 5-15 L 210 G 10 21 DEX/MERCON 12- Petroleum .11 64742650 85.95- - - - 11 84'� 783371 TRANSMISSION FLUID QUARTS Propriela additive. ,- 515 L ���252 G 10 252 - Pelrokum tllslaale 64742707,, 80-10 _ 11 - 42 �' 78444 �. M1'STIK OIL 15W50 5 GALLON JT8 Ro rb adddhes N 10.20 L -. 210' O 10 210 - ' Petroleum dlstdate U74270Z:x 80.90 -- -' 11 84 -tt 7%20 ; MOTOR OIL 5W 30 CASE GTX 12-QUARTS Propde addbes Na 1020 L - 252 G 10 252 - GT%H03012- Petroleum distitlate 64742707 80.90 _- 11 - 84 78621i MOTOR OIL HD30 CASE QUARTS Proprkl eddlfies Na 10.20 L 252 G 10 252 1a0 Sohmt 647428:7 B pt 250 - Mreral Spblls 64742657 F 71 288 80721... DURALUBE VALUE PACK 18 OUNCES Petroleum oX 647426W L +, 41. G 10 41 '1 GALLON 11 208 80967 DOT 3 BRAKE FLUID BOTTLE Glycol ether mixture L 2DB G 10 208 SUPERGARD 12- Petroleum distillate 64742797 80-90 11 64 B5364 MOTOR OIL SW 30 CASE QUARTS Propdeta additives Na 1020 L 252 G 10 SUPERGARD 12- Peeokum distdlate 64742707 80.90 11 84 85365 MOTOR OIL 1 OW30 CASE QUARTS Ro rk/ary addities Na 10.20 L 252 O 10 SUPERGARD 12- Petroleum distillate 64742707 80.90 12 84 85366 MOTOR OIL 1OW40 CASE QUARTS Pro del additves Na 10.20 L 252 G 10 _ 64742547DEX/MERCON 12- Petroleum oil 64742650 85.95 121 84 85375 TRANSMISSION FLUID QUARTS Pro rieta additive 5.15 L 252 G 10 R2,2 1 40 86244 R-134A REFRIGERANT 30LB. CYLINDER 1.1,1,2-lelrafluoroethana 811972 100 G 1200 P 10 1200 1200etro eum napDichforomethane a 75092 64 Tetrachloroethylene 127184 19 3 3 22 123 46 139748 BRAKE PARTS CLEANER 3 PACK 20 OZ CO2 propellant 124389 <20 A 22 P 10 64742547 SOLD BV 1 Petroleum oil 64742650 85 95 12 180 238507 QUICKSILVER TCW3 GALLON Pro5 15 L 180 G 10 Petroleum Distillate 64742887 12 168 255811 BLACK MAGIC TIRE WET 2 PK 32 OZ Dimeth I pl siloxane 63148629 N/A L 84 G 10 84 .ENirleTrhnenl- Synthetic hydrocarbons NA 010 U2 144 278999 SLICK 50-VALVE KIT 32oz Petroleum oil 800205.9 balance L 36 G 10 36 A ip atic petroleum dirt. 8052413 50 A-70 HC propellant 68476857 25 972 12 576 384452 WDAO TWIN PAK 13_SOZ Petroleum base oil 64742650 -15 A 972 P 10 64742547 55 GALLON AW-32 Petroleum oil 64742650 85.95 12 4 480739 HYDRAULIC OIL R80 t.T Pro rota additive nut 515 L 220 G 10 22C Petroleum disNlale 64742707 80-90 12 84 482792 20W50 PERFORMANCE 12A QUART CASE Ro rktary addll'rves Na 1020 L 252 G 10 252 WOLFSHEAD PeOokum dlstlXate 64742707 80-90 17 98 492355 MOTOR OIL 5W 30 1211 O SUPER DUTY Proprietary additives rue 10.20 L 294 G 10 294 6474254 LOG.— 55 GALLON AW-W Petroleum oil 64742657 8595 131 4 HYDRAULIC OIL RIO 30WT Pro rie[a additive 5.15 L 220 G 10 22 CERTIFIED 12 Petroleum dlsXIt M742707 80.90 132 84 540386 MOTOR OIL 20W50 CASE QUARTS ProprietaN additives Na 10-20 L 252 G 10 252 WOLFSHEAD Petroleum distillate 64742707 80-90 133 98 M2519 MOTOR OIL 10IN401211 SUPER DUTY Pro det additives Na 10-20 L 294 G 10 2. 647425 WOLFSHFAD /2- IFetrom oil 64742650 85 95 134 98 542600 TRANSMISSION FLUID 10T Pro riela additive 515 L 294 G 30 294EL Page 4 Wal-Mart StonS Inc. 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Mee�■■■®NN■■■i ®e®e�■■■N■E®■■®®■®■■®■■■■■■■■®■■■■■■■■■■■■ ®e®® ■®■■®■■■MMIM ■■■■■NONE®■■ Rem M®eMe�N■■■N■NOON■■®■■�®■N�■E■®®NNEE■E■■■■■■ .®®-®om------------®--®-—®--------------®-- �.����� ¢£.�i�-e �®omom---------o--s--�---�---®--®--------£-- --------------®--------------s------------ �Oo� � o �■����e�— nrM MIN= am �e■�■�� --■MOME E����C����vC■■■■NN��■NN�OC■O■OWN MIMME IM FRE80, W II �- -�m�omo�o�o� 7126101 Wal-Mart $fore,, Ine. Confidential Page 6 SAM'S CLUB Master Inventory, all 128 protos exc. CA (Hazardous Products Storage Quantities (listed by hazard classification) INERT GASES GtUAN'CIT �I 2400 UNITS' LBS OHH GASES-. 2400 LBS FLAMMABLE GAS 8 LBS LPG* 490 LBS F.L. CLASS I -A 0 GAL F.L. CLASS I-B 250 GAL F.L. CLASS I-C 0 GAL C.L. CLASS 11 1896 GAL C.L. CLASS III -A 0 GAL C.L. CLASS 111-B - - 34673 GAL OX. CLASS 1--SOLIDS 9388 LBS OX. CLASS 1—LIQUIDS - ----.0 GAL, OX. CLASS 2--SOLIDS _ Fv,14301 LBS OX. CLASS 2--LIQUIDS 0 GAL OX. GLASS 3--SOLIDS 0 LBS CORR. ACIDS --LIQUID - 1164 GAL CORR. ACIDS --SOLID 10468 LBS. CORR. BASES --LIQUID 465 GAL CORR. BASES --SOLID 221 LBS TOXIC LIQUIDS 930 GAL TOXIC SOLIDS' 0 LBS OHH-CAR. OR SUSPECT CAR. 0 GAL OHH-TARGET ORGAN TOXIN 3657 GAL IRRITANT LIQUIDS 6898 GAL IRRITANT SOLIDS 10868 LBS SENSITIZER. LIQUIDS_.. 0 GAL SENSITIZER SOLIDS 0 LBS AEROSOL LEVEL I 7891 LBS AEROSOL LEVEL 11 ° '' 2052 LBS AEROSOL LEVEL 111 1308 LBS COMBUSTIBLE DUST 0 LBS FLAMMABLE SOLID, 0 LBS U. R. CLASS 1 LIQUID 0 GAL U. R. CLASS 1 SOLID 9388 LBS W. R. CLASS 1 LIQUID 930 GAL W. R. CLASS 1 SOLID - 10468 LBS ORGANIC PEROXIDE 0 GAL "not allowed in some areas, call Steve hipy xt tuvo to aeiete. Class 3 oxidizers in. CA -stores only--2250 Ibs max. i AB AC AD AE AF AG AH AI AI AK AL AM AN AO AP A B C D E F G M I J K L M N O P O R 5 T U V W X Y Z AA 1 SAM'S CLUB Master Inventory, all 12 protohpes esc. CA 2 HAZA US MATERUU- INVENTOR 3 All Categorles--Projected Slora[e uantitles _ 4 - FLAMMABLE LIQUIDS OXIDIZERS HAZARD CUSSES PER UNIFORM CORROSIVES FIRE CODE TOXIC OTHER HEALTH IRRITANTS SENSI. TIZERS AEROSOLS REACTIVES 5 GASES ' LIOUIDS COMBUSTIBLE MATERIALS HAZARDS - i F C Ln 0 0 a U O' = i 0 w '�' O < m u _ < N a N g uJOi 10' w a n o c N z < o 0 0 0 _ _ = W m W 0, N ,� u0i o '_v 'g a0i f s " u N N m >< i o: z i o e U � 8 - 0 0 0 0 10 4 0 0 0 820 83 0 0 0 0 0 .0 0 0 7 HeaaNBea /CosmeOns CAT. 0 0 0 0 0 0 0 .0 0.18 0 0 0 0 0 0 0 �0 0 972 0 - 0 0 0 0 e Automotive 10 2400 2400 - D 0 0- 240 0 159 0 29073 0 0 0 0 0 0 0 0 0 0 0 0 956 3 0 0 0 22 9 Hdw., LawNGarden 9,12,-16 0 0 0 '- 490 0 0 0 840 0 0 9388 0 1080 0 0 0 10468 0 0 0 �0 - 0. 981 984 10468 0 0 0 0 0 0 0 0 8 -9388 O 0 0 10468 0 0 - 0 10 Janitorial 0 0 0 0 0 10 0 897 0 240 - 0 0 221.0 0 234 0 465 221 0 0 0 1484 4800 -:. 400 - 0- 0 5267 1969 336 O 0 0 0 -17 0 0 0 0 0 0 0 0 0 0 0 0 0 - 0 0 0 0 0 0 0 0 0 - 0 0 0 0 71 Cigarettes 45 0 0 8 0 0 0 0 0 0 0 0 0 0 1782 0 0 0 0 0 0 K. 0 0 0 72 OiUCondimenb 46 0 0 0- 0 0 0 0 0 0 5342 -- 0 0 0 : 0 0 0 0 0 0 0 0 0223 1108 J.:- 0 13 Battedes 92 0 0 0 0 0 0 0 0 0 ; 0" 0 0 0 0 0 930 0 0 0 930 0 0 ' 0 0 '. 0 0 0 0 0 0 930 1D466 14 TOTALS: 2400 24GO a '• 490 0 250 0 lass 0 -34673 �9188 0 1301 O t-'� 0 1164 10468 46S '221 970 " 0 0 - 3657 6na 10868 0 0 7891 2052 1308 0. < .9388,. -. .O DEVELOPMENT FEE WORKSHEET CITY OF SANFORD UTILITY - ADMIN. P. 0. BOX 1788 SANFORD, FL 32772-1788 Project Name: Owner/Contact Person: Address: -7 iC C/o-/_) Type of Development: 1) RESIDENTIAL Type of Units (single family or multi -family): Total Number of Units: Type of Utility Connection (individual connections or central water meter & common sewer tap): Water Meter Size (3/4", 1", 2", etc.): REMARKS: 2) 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", 2", etc.) REMARKS: CONNECTION FEE CALCULATION: Gc�rtrc Date: 13/'/6/ Phone: 7-0 6E l s7�tLI-6 Ry /JEvE�oF S� vY'f',Z )1,7Ah i fFc = c sc Name - Signature - Date. REVISED �a�9�7 Hater System Impact Fee-- ) Equivalent Residential Connection (ERC) - 300 Gallons Per Day (GPD) Residential - $650/Unit - Single family structure, or multi -family unit containing three (3) bedrooms or more. $487.50/Unit - Multi -family unit or Mobile Nome 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 - $650/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 ERU. (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 - $1700 Unit - Single family structure, or multi -family unit threecontaining s or more. $1275/Unit - Multi-familyu( unit or obilemHome unit containing less than three (3) bedrooms. (This category is based on judgement/assumption/estimation that such family units on average require 751 of water and sewer service of an average single family unit.) Commercial - Industrial - Institutional $1700/ERU - Fixture unit schedule from Southern Plumbing Code will be used. 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 above the twenty (20) fixture unit base for the first ERU. (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.) I/t'fj7f'/Z . it TABLE 709.1 DRAINAGE FIXTURE UNITS FOR PIYTttur=c akin I For traps larger than 3 inches, use Table 709.2. I 2 c - 3 C; i 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 methods of computing unit value of fixtures not listed in Table 709.1 or for rating of devices with intermittent flows. 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 values are confirmed by testing. �C, -? 2 ( TABLE 709.2 DRAINA i GE FIXTURE UNITS FOR FIXTURE DRAINS OR TRAPS FIXTURE DRAIN OR TRAP (inches) 11/4 1 1 /2 2 21/2 3 4 For SI: 1 inch = 25.4 min.6 ra DRAINAGE FIXTURE UNIT VALUE )'k 31-7' 2 3 4 5 _ )0 77/_ 40;.� f✓SF /O .Standard Plumbing CodeQ1997 1 7-26-1995 10:34PM FROM P-1 CITY OF SANFORD PLUMBING FERMI Permit Number. Q QICY The undersigned hereby applies for a permit to install the following plu Owner's Name: T APPLICATION Date: Z Address of Job: poc�r�' Plumbing Contractor: —A , Ca t0 _zQ aX 0 LL✓K- �i F n g -1::n C Residential: Non -Residential: _.Y By Signing this application I am Stating that I am in compliance with:City4Sanfor umbing od . atur State License Number PS B INC. ,, g .�}, fix. �; '".h' �i x P. O. Box 678521 Orlando, FL 32867 407-273-8300 fax 407-273-6030 e-mail acatapa noomindspring.corn Date: ,_3a,50 �11_ LETTER OF AUTHORIZATION To Whom It May Concern: This letter is to authorize Ua( to pull the plumbing and/or gas permit for the following project and this project only. PROJECT NAME: 0 PROJECT ADDRESS: BUILDING PERMIT #: GOVERNING MUNICIPALITY: This authorization is given by ANTHONY F CA APAN0, for A. Catapano Plumbing Inc. Thank you, An ony Catapano President CFC040020 boa -2 Sworn to and subscribed before me this �s day of 460r Known to me personally or produced ID "OFFICIAL SEAL" BARBARA A. SCH e FF R My Commission Exp 4 2002 Comm. No. CC 738425 My commission expires: CITY OF SANFORD MECHANICAL PERMIT APPLICATION Permit Number: 02-698 Date: 0:3-26--02 The undersigned hereby applies for a permit to install the following equipment: Owner's Name: WAL—MART STORES INC. AddressofJob: 1101 Rinehart Rd., Sanford, FL Mechanical Contractor: Michael G. Stover DBA Alltech Commercial Services, Inc. Residential Non -Residential _Commercial Amount Nature of Work: T�stalling refrigerated cases and interconnecting pipe. Job Valuation: $121,100.00 200.00 Application Fee: $10.00 TOTAL DUE: 210.00 By signing this application, I am stating that I am in compliance with City of Sanford Mechanical Code. Applicant ignature CAC056761 State License Number -- - - CLIENT: FIELD CONTACT: 0' 4A t ft I1A R r �`C/YEA "1 W.O. NUMBER: -- — — - WEATHER: ON SITE TIME: TRAVEL TIME: i SCOPE OF FIELD WORK: r &41t 0 V S 1 t'.�� 1y�61 RECORD OF FIELD OBSERVATIONS AND TESTS: 022 3a I, G,Yea3 a� �n'�"Gpyr'nr f ���(�Y�cv ��Nb �oo�►�,..,rc if11 fscs� W,er 5,���:+�.c� c�2v�sf f9taL,-I" / �,, cy�l �e � n t"i✓ �O C c.�.�, t t� �n.S � � S �b emu' rt ��2 t � o rc2 xn�7 03200 z) kAt I- ; 5Xt� wa(b CCt3r e;' Cd. o� cQt D. °l"-.4b t4mu, di !GcL ; L" )ocf, t'pfv, 11"pt 12 r 3� coluw,.ptK 3 66A t"a 6fi 13ze lL.S02. rm(l3 e 1 D.3 i (lq t).;) Ctev 97151 Over 4- i I TECHNICIAN: COPIES TO: FIELD REPORT RECORD UNIVERSAL ENGINEERING SCIENCES Consultants In: Geotechnical Engineering • Errvironmental Sciences Construction Materials Testing • Threshold Inspections r 1. s PROJECT: 5afn i l . �u� B 1�e i ✓� �cw� ��% DATE: / / oY ti Co Inspections ♦�.IF7i CMU LAP SCIEDU CMU LAP SCIEDU BAR SIZE LAP - 24' - 30" 36" 42 48� Cali WALL VERTICAL RMFORCING SCHEDULE LOCATION MARK REINFORCEMENT (UNO ON SHT S4.2 FRONT WALL MAIN BLDG F1 1 DOWEL AT 48" OC AND 1 VERT AT 48" OC ;FRONT WALL MAIN BLDG F2 i WE DOL AT 480 OC AND 1 VERT AT 48 OC BACK WALL B 1 DOWEL AT 48" OC AND 1 VERT AT 48" OC SM WALLS MAIN BLDG S1 1 DOWEL AT 48" OC AND 1 VERT AT 48" OC WALLS MAIN BLDG S2 1 DOWEL AT 48" OC AND 1 VERT AT 48" OC rSIDEWALLS TMA S3 1 DOWEL AT 48- OC AND 1 VERT AT 48- OC DOCK WALLS D 1 DOWEL AT 48" OC AND 1 VERT AT 480 OC LIQUOR BOX L 1 DOWEL AT 48" OC AND 1 VERT AT 48- OC VESTIBULE V 1 DOWEL AT 48" OC AND 1 VERT AT 48" OC VFRTICAI RFINFORCING.-- ;50, SANFORD ORLANDO DELAND PALM CITY CAPE CORAL JACKSONVILLE PALM COAST PUERTO RICO H. Leroy Turja, P.E. Project Engineer Ituda@cphengineers.com CPH Engineers, Inc. 500 West Fulton Street Sanford, Florida 32771 P.O. Box 2808 Sanford, FL 32772-2808 Phone:407-322-6841 Fax: 407-330-0639 www.cphengineers.com Pay I i) C�rC/ I� QHensel Phelps Construction Co. 1099 Rinehart Road Sanford, Florida 32771 (407) 322-4909 FAX (407)322-4434 11 e i I 40-N q=r'7 '4 r License #CG-0062788 OHensel Phelps Construction Co. 1099 Rinehart Road Sanford, Florida 32771 (407) 322-4909 FAX (407) 322-4434 Antonio Jackson Office Engineer License #CG-0062788 Pre -Construction Meeting Sign -In Sheet Date 'Z - t 3 - O '-?— Job Name 1 CA,k. • S \,,-- � Job Address &_,L1A Owner's Representative(s) Permit # Building Contractor Pa„ j 1h S f p 401 • 31.1 `t 4 3 9+ Ag-r--o,t i o 3Ac(e-5 arj 4- 7 - 3 2,7_ q43 Electrical Contractor li>/q67--0S_7--E.23 c/ r Mechanical Contractor PL-AT-04,C9 SHlutcc Cff- Plumbing Contractor A . C�F--rAPg-?j o ipi-u &4a f �jG 9�r4 `fo-7 / 4 q-g2- -Zp3s� '/O7-�73- 0i�r Fire Safety jM&t L_- .pvgsw✓ Other �.r ti —C r C t �ZS 4o Z _32z_ 1. 1(I City Staff /� /�� ✓�z 7 - 3 d -� % Jobsite.0 Hensel Phelps Construction Sanford, Florida 32771 Phone: 407-322-4434 Fax.* 407-322-4909 Sam's Club #4785-00 of Sanford, FL Project # 8001038 E�DHensel Phelps Construction Co. 1099 Rinehart Road Sanford, FL 32771 407-322-4434 407-322-4909 FAX Don Tatro Project Manager 407-497-7536 CELL Wayne Taylor Superintendent 407-947-5092 CELL OWNER CONTACT Wal-Mart Steve Dyer 501-633-5620 cell. Construction Manager Sam's East Inc 501-273-4567 2001 SE loth St. 501-273-6503 FAX Bentonville, AR 72712-6489 Amy Honeycutt Assistant CM 501-204-0135 Tim Rodgers 501-273-8380 FAX Joe Loethen 501-273-4000 Angela Leaman Contract Administrator 501-273-8361 ARCHITECT / ENGINEER CONTACT DESCRIPTION CPH Engineering Irene Boyle, Larry Wray, Leroy Turja Site Engineer 500 W. Fulton St. 407-322-6841 PO Box 2808 407-330-0639 FAX Landscape Architect Sanford, FL 32771 Mike Urchuk 407-322-6841 Raymond H. Harris Judy Zires Architect 211 N. Record St., Suite 222 214-749-0626 Dallas, TX 75202 Universal Engineering Sciences Guy Rabens, Bruce Woloshin Geo Report, Surcharge 3532 Maggie Blvd. 407423-0504 Orlando, FL 32811 407-423-3106 FAX UTILITIESIGOV"T AGENCIES CONTACT DESCRIPTION Bell South Nlardn Noise Phone 132 Commerce Way 407-327-0447 Sanford, FL 32771 Scott Loren 407-302-7611 Bureau of Food & Meat Dr. James Varley Health Department Inspect, Fla Div. Of 850488-3951 Food Safety 3125 Conner Blvd. Rm. 283 Tallahassee, FL 32399 City of Sanford Dave Richards Planning Dept. 300 N Park Ave. 407-330-5652 Sanford, FL 32771 Robert Bott Building Official 407-330-5787 Joann Johnson Building Dept. Office 407-330-5660 Elizabeth O'Reily Water & Sewer 407-330-5639 407-328-7367 FAX Tim Robles Fire Inspector 407-302-1022 407-330-5677 FAX Russell L. Gibson Land Development Manager, 407-330-5669 Planning & Zoning Dept. 407-330-5679 FAX Bob Walter Stormwater 407-330-5671 Paul Nloore Utility 407-330-5639 Jo Ann Legge Solid Waste 407-302-9414 Florida Power & Light Sherry NlcCorkell—Service Planner Power 2626 West SR 46 407-328-1909 Sanford, FL 32776 Ralph Calleja 305-552-3617 305-5524120 FAX 305-903-1093 CELL Florida Public Utility Jim McKenna Gas 830 West 6th St. 407-322-5733 Sanford, FL 32771 407-323-4354 FAX Seminole County Jackie Laracuente Development Review Division 407-665-7409 Development Review Brian Potts ROW Permit 1301 E. 2nd St. 407-665-7347 Sanford, FL 32771 Bob Zaitooni Public Works, Traffic Engineering 407-665-7410 407-665-5678 407-665-7003 FAX Mark Flommerfelt Public Works, Stormwater 407-665-5710 Randy Williams Driveway, Traffic Engineering 407-665-5677 St. John's River Water Marjorie Cook Drainage Permit Algmt. District 407-6594800 f WAL-TNIART / VENDORS CONTACT DESCRIPTION Environsouth Tech. David Poe Ecologist PO Box 7681 863-648-2098 Lakeland, FL 33807-7681 StII Joist Joist Manufacturer Robbie Fuller 3565 Highway 32 North 501-777-8777 PO Box 2000 800-643-1577 Hope, Arkansas 71802-2000 800-427-4272 FAX Steve Clark, Inc. Urban Forester Steve Clark PO Box 3425 615-781-8891 Brentwood, TN 37024-3425 Overhead Doors Furnish & Install Angela Burgess 972-830-8661 Sectional Coiling Doors 972-830-8695 Fax LVO Manufacturing Rack Washer Supplier Bill Mammenga 808 N. 2nd Ave. E, P.O Box 188 712472-3734 Bakery Program Rock Rapids, IA 51246 712-472-2203 Fax Malmstrom White Co. Lighting Fixtures Allan Fuller 11610 Kanis Road 501-224-2775 Little Rock, AR 72211 501-224-1754 Fax Invensys Energy Solutions EDC Bev Needham 882 Main St. Suite 120 770-761-0900 Electrical Equipment Conyers, GA 30012 770-918-8392 Fax Sentinel Lighting Lighting Plan EZ-Flex Wiring Systems LeJeune Steel Company Structural Steel Kristin Arthur 118 W. 60th Street 612-861-3321 Minneapolis, MN 55419 Consolidated Systems Incorporated Metal Decking Torrance Williams P.O. Box 1756 800-654-1912 Columbia, SC 29202 HENSEL PHELPS / VENDORS CONTACT DESCRIPTION Modular Building Systems Patti Burke Job Trailer 614 E. Hwy. 50 888-320-8050 Suite 326 352-429-3757 FAX Clermont, FL 34711 Tinklepaugh Surveying Bill Tucker Surveyor 1104 E. Robinson St. 407-422-0957 Orlando, FL 32801 Orlando Reprographics Peter Heath Dwgs. 1110 Sligh Blvd. 407-843-0113 Orlando, FL 32806 407423-7392 Fax 407435-8970 Cell Waste Management Rick Port -A -Pot 407-341-4427 407-788-0800 Florida Recycling Joann Dumpster 407-302-9414 Network Plus Greg Carr Phone Long Distance 888-336-9267 800-225-5089 COPYCO Scott Nfaxell Copier 407-260-5818 TRS WIRELESS Brenda Nextel 407-423-8563 SUBCONTRACTOR/SUPPLIER CONTACT/PHONE WORK DESCRIPTION A. Catapano Plumbing, Inc. Anthony Catapano Plumbing 1406 N. Chickasaw Trail 407-273-8300 PO Box 678521 (32867) 407-273-6030 FAX Orlando, FL 32822 Accessibility Lifts, Inc. Jeanne Martin Wheelchair Lifts 99 B North Central Ave. 407-971-2507 Oviedo, FL 32765 407-971-1618 FAX Acoustical Ceiling Level Sammy Jenkins Acoustical Panels 380 So. State Road 434 407-246-8005 Altamonte Springs, FL 32714 407-246-0089 FAX Allied Heating & Cooling Service. Charlie Roark 4460 SE Maricamp Rd 352-694-2171 Ocala, FL 34471-6317 352-694-6980 FAX AllState Erectors, Inc. Hwy 6 East PO Box 646 St. Matthews, SC 29135 James Howard 803-826-6260 803-826-6011 FAX Atlantic Contract Glazing Corp. Brian Shipley PO Box 770847 (34477) 352-861-6068 3539 SW 74`h Ave. 352-861-6072 FAX Ocala, FL 34474 The Briar Corporation Bob Harrel 4570 Orange Blvd. 407-321-2773 PO Box 470264 407-585-2509 FAX Lake Monroe, FL 32747 CEI Florida John Cook 907 S. Hwy. 17-92 386-668-0154 Debary, FL 32713 386-668-1947 FAX D&S Floor Coverings, Inc. Shawn Weisgerber 5510 N. Cocoa Blvd. 321-690-0159 Cocoa, FL 32927 321-633-4340 FAX HVAC Structural Steel Erectors Glass Sitework Roofing & Sheet Metal Resilient & Carpet SUBCONTRACTOR/SUPPLIER CONTACTIPHONE Derek & John Painting, Inc. Derek Bernard 835 Pennsylvania Ave. 407-415-0764 Altamonte Springs, FL 32701 407-830-7031 FAX WORK DESCRIPTION Paint Eagle Fire Protection Myron Heath Fire Protection PO Box 783067 (34778) 407-656-8387 1205 Crown Park Circle 407-656-9405 FAX Winter Garden, FL 34787 Greenbriar Landscaping Steve Brill Landscaping PO Box 674 407-877-7990 Windermere, FL 34786 407-877-0836 FAX Imperial Limited Stan Hedgepeth E1FS 2719 So. Orange Blossom Trial 407-839-8474 Orlando, FL 32805 407-839-0898 FAX Millwork Specialties, Inc. Ken Nelson Millwork 1700 S. 1st St. 501-621-6075 PO Box 640 501-621-6093 FAX Rogers, AR 72757 Moss Waterproofing & Painting Co Randy Clements 3500 Aloma Ave. 407-671-5080 Winter Park, FL 32792 407-671-9678 FAX Phoenix Tile & Marble 206 Hound Run Place Casselberry, FL 32707 Proformance Plastering, Inc 1730 Diplomacy Row Orlando, FL 32809 Quinco Electric 2500 Kunze Ave. Orlando, FL 32806 Al Mendez 321-228-4043 cell. 407-695-2091 407-965-5334 Gary Lance 407-812-5500 407-438-0051 FAX David Deese 407-857-6133 407-650-8128 FAX Caulking Tile Drywall Electrical Southern Seamless Floors Dan Brink Resinous Flooring PO Box 808 615-746-8254 1008 Southern Dr. 615-746-8036 Pleasant View, TN 37146 SUBCONTRACTOR/SUPPLIER CONTACT/PHONE Steedley & Associates Frank Steedley 13356 SW St. Rd. 47 386-497-2200 Fort White, FL 32038 386-497-4013 FAX T&T Construction Kirk Zeller 295 Anchor Rd. 407-831-5506 Casselberry, FL 32707 407-831-5531 FAX Turner Pest Control Joe Turner 2800 Hanes St. 800-225-5305 Jacksonville, FL 32206 904-353-1488 FAX USA Steel Fence Co. Rich Gross 1209 44`h Ave. East 941-756-8727 Bradenton, FL 34203-3629 941-753-2109 FAX Tim Williams Builders Jason Comiskey 3975 Glassman Road 407-892-2219 ST. Cloud, FL 34772 407-892-9920 FAX WORK DESCRIPTION Concrete Masonry Termite Control Fencing & Guardrails Doors & Hardware Installation L PURCHASE AGGREEMENT CONTACT/PHONE DESCRIPTION AES Industries Chad Burt Roof Curbs 3206 Notasulga Rd. 334-283-6578 PO Box 781147 (36078) 334-283-5447 FAX Tallassee, AL 36023 A. Tarler, Inc. Joe Schwartz Knox Box 1403 SW 8`h St. 800-666-6555 Pompano Beach, FL 33069 954-978-0309 FAX Bar -Fab of Florida Bobby Growe Reinforcing Metal 12255 44`h St. 727-573-3966 Clearwater, FL 33762-5112 727-573-2859 FAX Building Specialties, Inc. Jeffrey Smith Flexible Strip Doors 205-B 6`h Ave. East 941-746-5900 Bradenton, FL 34208 941-746-6260 FAX Chase Doors Dan Smith Flexible Traffic Doors 10021 Commerce Park Dr. 800-543-4455 Cincinnati, OH 45246 800-626-5684 FAX Don Beach & Associates Don Beach Air Curtains 1062 Abell Circle 407-359-6390 Oviedo, FL 32765 407-359-6389 FAX Fairborn Equipment Co. Matthew Terrero Loading Dock Equipment 205 Broadview St. 800-565-2611 P.O. Box 123 888-565-2611 Fax Upper Sandusky, OH 43351 866-362-5749 Fax Girtman & Associates Stephen F. St. Amour HM Doors, Hardware, Frame 7115 Cockrill Bend Blvd. 615-350-6000 Nashville, TN 37209 615-350-6686 FAX Hi Pro International, Inc. David Coker Smoke Vents, Skylights 5049 S. National Dr. 865-637-1711 Knoxville, TN 37914 865-546-9546 FAX Hughes Supply Joe West Toilet Compartments/ 3028 Mercy Dr. 407-299-2116 Accessories Orlando, FL 32808 407-521-0398 RK Steel, Inc. Roger Compton/Colby Misc. Metals 1222 N. 6`h St. 620-378-2514 Fredonia, KS 66736 620-378-2401 FAX 'aw Time HYINPWTHO I I 9-02-1995 8:17PM FROM CITY OF SANFORD MECHANICAL PERMIT APPLICATION u .4dol Permit'Number d Date: 3-- 0 —z, The undersigned hereby applies for a perrhit to install the following equipment: Owners, Name: -Wf I -/n4lf Address of Jot): 3 Mechanical Contractor. Residential Non -Residential .By Signing this application. I am stating that I am in compliance with City of Sanford Mechanical, Code. Applicant Signature State License Number o�eeieci eatbig & ecceimg Service, 9wc. CM C051454 4460 S.E. MARICAMP RD. OCALA, FL 34471-6317 (352) 694-2171 FAX (352) 694-6980 POWER OF ATTORNEY May 3, 2002 RE: SAM'S CLUB # 4785-00 SANFORD, FL I hereby authorize Jason Brackeen to pull the necessary permits on my behalf for the above referenced project. Please call me if I may of further assistance in this matter. Sincerely, 4esW7Dorris President State of Florida County of Marion Sworn to and subscribed before me this 3"' day of May, 2002. Notary Public My Commission expires: v r Dawn McLeod :4c My Commission CC904981 %C �d�� Expires January 25 2004 Illllll'lull!1111'rIII II11111711;111I:III ll11111IrIII! Permit No. State of FLORIDA Tax Folio No. NOTICE OF COMMENCEMENT County of Seminole THE UNDERSIGNED hereby gives notice that improvement 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: Attached hereto as Exhibit "A" and incorporated herein by reference. Street Address: Rhinehart Road 2. General description of improvement: 132,338 Square Feet Retail Store 3. Owner information: a. Name and Address: Wal-Mart Stores, Inc. Department 8702 2001 S.E. 10th Street Bentonville, Arkansas 72712-6489 b. Interest in property: Wal-Mart Stores, Inc. Department 8702 2001 Southeast 10th Street Bentonville, Arkansas 72756-0550 C. Name and Address of Fee Simple Titleholder: Wal-Mart Stores, Inc. Department 8702 2001 Southeast 10th Street Bentonville, Arkansas 72756-0550 4. Contractor: Hensel Phelps Construction Company 6280 Hazeltine National Drive Orlando, Florida 32822 5. Surety: a. Name and Address: Flood and Peterson Insurance, Inc. P.O. Box 578 Greeley, Colorado 80634 970/356-0123 CERTIFIED Copy MARYANNE MORSEL CLERK OF CIRCUIT COURT SEMIN tE COiJ.M OR(Qq DEPi ERK I MAR 2 5 2002 i I �ti I • Z FILE NUM 2001778039 b. Amount of bond $5,747,000.00 OR BOOK 04220 PAGE 0107 6. Lender: Not Applicable 7. In addition to himself, Owner designates Construction Department of Wal-Mart Stores, Inc. to receive a copy of the Lienor's Notice as provided in Section 713.13(1) (b), Florida Statues. 8. Expiration date of notice of commencement is October 30, 2002 WAL-MART STORES, INC. g iou_ Y Authorize Agent Debbie Gilmore, Manager Contract Administration SUBSCRIBED and sworn to fore me this 30th day of October, 2001 %W1440NIII,iU Ivly C' pis asPR pires:_ / 1 FILE NUM 2001778039 OR BOOK 04220 RAGE 0108 Sheet l See Sketch of Description Included as Attachment "A" DESCRIPTION Lot 1 Sanford Sam's Club A portion of the Southwest 1/4, of Section 32, Township 19 South, Range 30 East, Seminole County, Florida, being described as follows: Commence at the Northeast corner of the Southwest 1/4 of said Section 32, Township 19 South, Range 30 East, Seminole County, Florida; thence North 89° 46 27" West along the North line of the Southwest 1/4 of said Section 32 for a distance of 330.00 feet; thence South 00° 03' 12" West for a distance of 634.14 feet to the POINT OF BEGINNING; thence continue South 000 03112" West for a distance of 701.52 feet to the South line of the North One half of said Southwest 1/4; thence'North 89" 58' 56" West for a distance of 1155.00 feet; thence North 00° 012" East for a distance of 600.09 feet; to the South right of way line of Rinehart Road as recorded in Official Records Book 2219, page 1034 of the Public Records of Seminole County, Florida; thence North 69° 1 F 37" East along said South right of way line for a distance of755.92 feet; thence South 20° 48' 23" East for a distance of 178.69 feet; thence South 89" 56' 48" East for a distance of 3 85, 10 feet to the POINT OF BEGINNING. Containing 19.258 Acres More or Less. T01-A92.I,1 Prepared by: This description end the eocampanying sketch or sketches has been prepared m accordance with the Standards set forth in Cheptor 61 G17, FAC., pursuant to Chapters 177 and 472, Florida Statutes. Unless it bees the signature and the original raised scat of a Florida i� surveyor and mapper this drawing, sketch, plat or map is for informational purpows only and is not valid. ARTHUR W. TUCKER 0 4381 Date: Wf—/S/-O/ Tioldepaugh Srnveying Services. Inc. 379 West Michigan Street Suite 209 Orlando, Florida 32M (407) 422-0957 FILE NUM 2001778039 ATTACHMENT 'A• SKEET OF SKETCH OF DESCRIPTION .. NOT A SURVEY -- POINT OF OOMMENCEMENT HE CCRNER OF THE SIN 114 OF SECTION 32, TOWNSHIP 19 SOUTH, RANGE 30 EAST N. LINE OF THE SW 1/4 OF SECTION 32. TOVMSHP 19 SOUTH, RANGE 30 EAT _ N 89'46'27' W 1 330.00' 61 '� I csl N'` I �CIF LOT 2 S 89'56'48' EW I I' cA. c,►, .1 0-7 0. I POINT OF v LL , BEGINNING z o I g LOT 1 R w 0^ a � � 8 z N 89'58'56" W 1155.00' SOUTH LINE N 1 /2, SW 1 /4 OF SECTION 32-19-30 UNPLATTED Tinki®paugh SURVEYING SERVICES, INC. 379 NEST NICHIOAN ST. ■ SM 2w a ORLAN00, M 32806 [D!Am a)- R. NI£R) ORDER NO.. T00 SCALE: 1 200' DATE: 8114101 (407) SISMb7 ucsllseo eusuTe�s No. srre INDEMNITY AGREEMENT This Indemnity Agreement is made this day of September, 2002 between SAM'S EAST, INC., an Arkansas corporation, (herein called "Sam's"), 702 SW 8`h Street, Bentonville, Arkansas 72716-0555, with offices at 2001 SE 10"' Street, Bentonville, Arkansas 72716-0550 and the CITY OF SANFORD (herein called "City"), State of Florida. WHEREAS, Sam's is engaged in the fixturing, merchandising and equipment installation at Sam's Club #4785-00 (herein called "Store"), located at 1101 Rinehart Road, Sanford, Florida and desires to continue to do so prior to the issuance of the permanent Certificate of Occupancy; and WHEREAS, the City has requested an indemnification from Sam's from liability regarding health and safety of the setup personnel in the Store prior to the issuance of the permanent Certificate of Occupancy. NOW THEREFORE, in consideration of the above stated premises and other good and valuable consideration, the parties agree as follows: 1. In consideration of the City permitting Sam's to install fixtures, *M.-imit6iand equipment in the Store prior to issuance of the permanent Certificate of Occupancy, Sam's hereby agrees to indemnify the City and to hold it harmless against any loss, claim, cost, damage, or expense, including reasonable attorney fees and court costs, which it may sustain, suffer, or incur by reason of any rights, actions, and claims entered, filed, or commenced against the City arising out of the installation of fixtures, and/or equipment in the Store prior to the issuance. of the permanent Certificate of Occupancy by the City. 2. This Indemnity Agreement shall terminate and be of no further force or effect immediately upon the issuance of the permanent Certificate of Occupancy by the City. 3. All notices to Sam's hereunder shall be given by certified mail, return receipt requested, at the address first above mentioned. 4. This Agreement shall not be assigned. Sanford (Dikeou), Florida Store #4785-00 Pagel of 3 STATE OF FLORIDA ) ) SS COUNTY OF SEMINOLE ) j� The foregoing instrument state of Florida. Who is ersonally k identification. Sanford (Dikeou), Florida Store #4785-00 ack_n_owledged before me this L day of September, 2002 by Qr. �� of the CITY OF SANFORD, (own to me o h fs produced as -- tiaY.y 10 Af PJ M. JOHNSON woSION # CC 921808 hr _. ,:,inch 23, 2004 Bonded Thai 2:ulget Nutory Services O-./" v 1 ) I V v otary Public [y Commission Expires: 3 Page 3 of 3 IN WITNESS WHEREOF, the parties hereto have executed this Agreement the day and year first above written. ATTEST: By: Assista Secretary WITNESS: STATE OF ARKANSAS ) SAM'S EAST, INC., an Arkansas corporation Robert M. Bedard, Assistant Vice President CITY OF SANFORD By: Print Name: ym. - Title:�i ACKNOWLEDGEMENTS ) SS COUNTY OF DENTON ) The fore foregoing instrument was acknowledged before me this J day of September, 2002 by Robert M. Bedard, as Assistant Vice President of SAM'S EAST, INC., an Arkansas corporation. Who is personally known to me or has produced as identification. S ATE CAROL VAIGHT CW NOTARY PUBLIC BENTON COUNTY My Comm. Exp. Feb.1, 2011 Sanford (Dikeou), Florida Store #4785-00 Notary Public (-D/ CA& &),erG,4r My Commission Expires: Gbh 0 o// A by Page 2 of 3 art Legal Team ®ate: a �"U ENGINEERING SCIENCES Corfsultants in> Geotectiriical Engineenrig'� Threshold nEnvroimental Sciencesion CoConstrucMaterials Testing Project No.: 70008-054-01 3 -(� Date Typed: January 21, 2003. Field and Laboratory Report Cover Page Client: Wal*Mart Stores, Inc. Attn: Mr. Steve Dyer 2001 Southeast 10th Street Bentonville, AR 72716-0550 Project: Sam's Store No. 4785, 1101 Rinehart Road, Sanford, Florida - Permit No. 02-033 As requested, a representative of Universal Engineering Sciences, Inc. (UES) was at the referenced project to provide construction materials testing services. Scope of Work Re ort No. Typeof'Report 263589 Site Inspection The results of the observations and or tests are summarized on the attached sheets. We hope this information is sufficient for your immediate needs. If you have any questions, please do not hesitate to contact the undersigned. cc: Hensel Phelps (1) City of Sanford, Planning Dept (1) Attachments (1) vh Reviewed By, Universal Engineering Sciences, Inc. C-% W � /Z l 103 Thomas E. Whitney, P.E. Project Engineer - Construction Services STATE OF FLORIDA . Professional Engineer No. 58811 3532 Maggie Blvd. • Orlando, FI 32811 • (407) 423-0504 • Fax (407) 423-3106 i i Consultants;ln: Geoteftkal Eroneenng • Er" nm ial Sciences - e Conshudion. Materials Testing • Threshold,'Inspections 3532 Maggie Blvd ' ® Orlando. FL 32811 • (407) 423-0504 FAX, (40i) 423=3106 REPORT ON SITE INSPECTION Client: Wal*Mart Stores, Inc. Attn: Steve Dyer 2001 Southeast 10th Street Bentonville, AR 72712-6489 Project: Sam's Store No. 4785Fl-l—O'1"Rin-ehart-Road Sanford Florida -Permit No. 02-033 r Scope of Field Work: Various Inspections Date Inspected: 1-18-03 Inspected By: A. McLain Travel Time: 5.0 hours Total Time on Project: 3.0 hours Inspecting: N/S Testing: N/S OBSERVATIONS: On January 18, 2003, a representative of Universal Engineering Sciences (UES) was present at the above project site as requested to perform the referenced work. 1. The UES representative was on site at the Sam's store in Bradenton, Florida to monitor the placement of Hydro -Active pressure grout on heavy duty areas of control and construction joints at nine (9) different locations for a total of one hundred seven (107) linear feet. Placement of material was properly performed by filling all voids with the excess of material rising through the petocks and joints. This continued for a short time with Sam's management putting a stop on production of work and asking for everyone to leave the building for there wouldn't be a manager on site to supervise the job to be performed. vh/W.O.#128325 Project No.: 70008-054-01 UNIVERSAL ff5! C7 Date Typed: January 13, 2003 ENGINEERING SCIENCES Consultants in: Geotechnical Engineering • Threshold Environmental Sciences - Construction Materials Testing Field and Laboratory Report Cover Page Client: Wal*Mart Stores, Inc. Attn: Mr. Steve Dyer 2001 Southeast 10th Street Bentonville, AR 72716-0550 Project: Sam's Store No. 4785, 1101 Rinehart Road, Sanford, Florida - Permit No. 02-033 As requested, a representative of Universal Engineering Sciences, Inc. (UES) was at the referenced project to provide construction materials testing services. Scope of Work Report No. - :Type of Report = 262322 Site Inspection The results of the observations and or tests are summarized on the attached sheets. We hope this information is sufficient for your immediate needs. If you have any questions, please do not hesitate to contact the undersigned. cc: Hensel Phelps (1) City of Sanford, Planning Dept (1) Attachments (1) vh Reviw ed By, , Universal fnginleering Sciences, Inc. Tl mas EE Whitney, PZ P1rolectngmee'r -Construction Services STATE OF FLORIDA' Frofessio'naI Engineer No. 58811 3532 Maggie Blvd. *Orlando,, FI 32811 0(407).423-0504 • Fax (407) 423-3106 9 i UNIVERSAL ENGINEERING SCIENCES Project No. 70008-054-01 Consultants In: Geotechnical Engineering •Environmental Sciences • Report No. 262322.1 Construction Materials Testing -Threshold Inspections Date: January 13, 2003 3532 Maggie Blvd. • Orlando, FL 32811 • (407) 423-0504 • FAX (407) 423-3106 REPORT ON SITE INSPECTION Client: Wal*Mart Stores, Inc. Attn: Steve Dyer 2001 Southeast 10th Street Bentonville, AR 72712-6489 Project: Sam's Store No. 4785, 1101 Rinehart Road, Sanford, Florida - Permit No. 02-033 Scope of Field Work: Various Inspections Date Inspected: 1-7-03 Total Time on Project: 6.0 hours OBSERVATIONS: Inspected By: A. McLain Inspecting: N/S Travel Time: 7.0 hours Testing: N/S On January 7, 2003, a representative of Universal Engineering Sciences (UES) was present at the above project site as requested to perform the referenced work. 1. The UES representative was on site at Sam's store in Bradenton, Florida to monitor and perform a visual inspection on placement of Hydro -Active pressure grout in various areas of building slab. Grout was properly placed at the control and construction joint intersection due to slab movement at sixteen (16) different locations at two hundred twenty-four (224) linear feet. UES found all areas grouted filled all voids and was properly done with excess grout rising through the joints and drilled holes. 2. Proof rolling was then performed on all areas completed on earlier dates and UES found movement of building slab to be stable with no deficiencies to be found. No further activity on this date. vh/W.O.#128375 UNIVERSAL ' ENGINEERING SCIENCES ' Consultants in: Geotechnical Engineering • Threshold Environmental Sciences • Construction Materials Testing Project No.: 70008-054-01 Date Typed: January 7, 2003 Field and Laboratory Report Cover Page Client: Wal*Mart Stores, Inc. Attn: Mr. Steve Dyer 2001 Southeast 10th Street Bentonville, AR 72716-0550 Project: Sam's Store No. 4785, 1101 Rinehart Road, Sanford, Florida - Permit No. 02-033 As requested, a representative .of Universal Engineering Sciences, Inc. (UES) was:at-the referenced project to .provide construction. materials tegfing services.. ` Scope. of Work }, ' Re ort No. :: T . e of Re ort .. 26:1589;�261b��..' Site, Ins ectlon '... The results of the observations and or tests are summarized on the attached. sheets. We hope this information issufficient foryourirrrmedi te:needs: If. yotr have. anygiaestions; please db nothesitafe toc-ontact t:e. undersigned UNIVERSAL i ENGINEERING SCIENCES Project No. 70008-054-01 Consultants In: Geotechnical Engineering • Environmental Sciences • Report No. 261589.1 Construction Materials Testing • Threshold Inspections Date: January 7, 2003 3532 Maggie Blvd. • Ortando, FL 32811 a (407) 423-0504 • FAX (407) 423-3106 REPORT ON SITE INSPECTION Client: Wal*Mart Stores, Inc. Attn: Steve Dyer 2001 Southeast 10th Street Bentonville, AR 72712-6489 Project: Sam's Store No. 4785, 1101 Rinehart Road, Sanford, Florida - Permit No. 02-033 Scope of Field Work:. Various Inspections slate [nsjigcted :f2 30 fl - Iispeced'fy i i�lcLain '"' travel TFrtae`.4'hoi�r Total Time on Pr6ject:..5:0 hours.inspecting_ N/S Testing; N%S 1 OBSERVATION.S: On December 30, 2002, a representative of Universal Engineering Sciences (UES) was present at the above project site as requested to *perform the referenced work. UES representative was on siteat-theSam`s store in Bradenfton, Florida to irronrtor and perform a visual inspectip.n on placement of Hydro Active pressure grout in vanous-areas of building slab. `Grouting was properly placed at the control and construction joint intersections due to slab movement at t:�irty (30) different locations at four hundred seventy-nine (479) linear feet. UES representative found all areas grcuted to fill voids were properly done with the excess grout rising through the joints and drilled holes. No further activity on this date. UNIVERSAL ENGINEERING SCIENCES Consultants in: Geotechnical Engineering • Threshold Environmental Sciences - Construction Materials Testing Project No.: 70008-054-01 Date Typed: January 2, 2003 Field and Laboratory Report Cover Page Client: Wal*Mart Stores, Inc. Attn: Mr. Steve Dyer 2001 Southeast 10th Street Bentonville, AR 72716-0550 Project: Sam's Store No. 4785, 1101 Rinehart Road, Sanford, Florida - Permit No. 02-033 As requested, a representative of Universal Engineering Sciences, Inc. (UES) was at the referenced project to. provide. construction materials testing _services.. Sc:4pe of The results of thebbservations'and or tests are summafized on the attached sheets. We hope this -information*' is sufficien` for your immediate needs. If you have any questions, please do not hesitate to contact the undersigned. 6UNIVERSAL EERING SCIENCES Project No. 70008-054-01 Consultants In: Geotechnical Engineering • Environmental Sciences • Report No. 259898.2 Construction Materials Testing • Threshold Inspections Date: December 26, 2002 Revised: January 2, 2003 3532 Maggie Blvd. • Orlando, FL 32811 • (407) 423-0504 • FAX (407) 423-3106 CONSTRUCTION SERVICES ACTIVITY RECORD (12118102) Client: Wal*Mart Stores, Inc. Attn: Steve Dyer 2001 Southeast 10th-8treet Bentonville, AR 72712-6489 Project: Sam's Store No. 4785, 1101 Rinehart Road, Sanford, Florida - Permit No. 02-033 Agent: A. McClain vh/W.0.4126454 K, urA UNIVERSAL ENGINEERING SCIENCES Project No. 70008-054-01 Consultants In: Geotechnical Engineering • Environmental Silences • Report No. 260865.1 Construction Materials Testing -Threshold Inspections. Date: January 2, 2003 3532 Maggie Blvd. • Orlando, FL 32811 • (407) 423-0504 • FAX (407) 423-3106 REPORT ON SITE INSPECTION Client: Wal*Mart Stores, Inc. Attn: Steve Dyer 2001 Southeast 10th Street Bentonville, AR 72712-6489 Project: Sam's Store No. 4785, 1101 Rinehart Road, Sanford, Florida - Permit No. 02-033 QBS.ERVATIDNS: On December 19, 2002, a representative of Universal Engineering Sciences (UES) was present at the above project site as requested to perform the referenced work. U ES -representative was on;site to monitor placement of pressure grouting in various areas on building slab. Grouting was properly placed in the marked areas at construction and control joints at eighteen (18): different locations at two hundred sixty-six (266) linear feet with the excess grout rising through the joints to clarify that all voids were addressed. No further activity on this date. Project No. Report No. Date: 3532 Maggie, Blvd. � OriandoFL 32811 • (407) 423-0504 •: FAX (407) 423-3106 - REPORT ON SITE INSPECTION Client: Wal*Mart Stores, Inc. Attn: Steve Dyer 2001 Southeast 10th Street Bentonville, AR 72712-6489 Project: Sam's Store No. 4785, 1101 Rinehart Road, Sanford, Florida - Permit No. 02-033 Scope of Field Work: Various Inspections Date. lnspocted. 12-207-02...:: .. Inspected By: ;A. McClain: Travel Time: . 1.0 -hour Total Time on*Projecf: 4-.5 hours . Inspecting: N/S Testing: N/S - OBSERVATIONS: On December 20, 2002, a representative of Universal Engineering Sciences (U ES) was present at the above project site as requested to perform the referenced work. UES representative was on site to monitor placement of pressure grouting in various areas on building slab. Grouting was properly placed in the marked areas at construction and control joints at fourteen (14) different locations at two hundred thirty-seven (237) linear feet with the excess grout rising through the joints to clarify that all voids were addressed. No further activity on this date. vh/W.O. # 126749 �rvaiu �PCoristrudion Materials Testing" hp� 3532;Maggie Bivd •;Oriando�,F -X811 ! (407),423-0504 •.. E Client: Project: Agent: Pro ect No. 70008 054 01 Report No. 259906 2' Date:':: December.26, 2002 Revised: January 2, 2003 }07) 423-3106 CONSTRUCTION SERVICES ACTIVITY RECORD (12122102) Wal*Mart Stores, Inc. Attn: Steve Dyer 2001 Southeast 10th Street Bentonville, AR 72712-6489 Sam's Store No. 4785, 1101 Rinehart Road, Sanford, Florida - Permit No. 02-033 A. McClain Date: December 22, 2002 Reference: Site Observation Technician: A. McClain 1. UES representative was on site to monitor placement of hydro -active pressure grout in various areas of building slab that are needed. Grouting was properly placed in the marked areas at construction and control joints where heavy traffic would flow. There were seven (7) different locations at one hundred twenty-four (124) linear feet with the excess grout rising through the joints to clarify that all voids were addressed. No further activity on this date. vh/W.O. # 126587 Ps. 1 `f�i I 4rL as �fi rgF r, it }*. 1 Si�YF fit, ✓+Y 1 , -:_ �Vy�k�'t. Fk i d. ir',xt� v `�E111GINEER1111G4SCAE1110ES t I, '' Project No. - , 7000s 054 01 � 9F�r`j� xa��,}vd,��e ,a,��,�, yr, ^r z,ia �� a n a9 �x.,�'r� � A��Consurltants In. Ceotedmical� • Ermronmental 3aences . Report No.. ,.. 260869 1 �1;Con Matertals,TesUng'.,r Inspections Date: Januarji 2; 2003 �zstrucbon 3532�,Maggie Blvd . • ;Orlando FL;32811 (407)423-0504 •;FAX:(407) 423-3106 REPORT ON SITE INSPECTION Client: Wal*Mart Stores, Inc. Attn: Steve Dyer 2001 Southeast 10th Street Bentonville, AR 72712-6489 Project: Sam's Store No. 4785, 1101 Rinehart Road, Sanford, Florida - Permit No. 02-033 Scope of Field Work: Various Testing Date Inspected: 12-24-02 Inspected By: A. McClain Travel Time: 5.0 hours Total Time on Project: 8.0 hours Inspecting: N/S Testing: N/S OBSERVATIONS: On December 24, 2002, a representative of Universal Engineering Sciences (UES) was present at the above project site as requested to perform the referenced work. UES representative was on site to monitor the placement of Hydro -Active pressure grout in various areas of building slab that are needed. Grouting was properly placed in the marked areas at construction and control joints where heavy duty. traffic would flow. There were seven (9) different locations at one hundred eighty-eight (188) linear feet with the excess grout rising through the joints to clarify that all voids were addressed. No further activity on this date. vh/W.O.#126587 t i ,sh r vN5 M 3532 °Maggie'' Client: Project: Scope of Field Work: {,'r t t l�j �F1 vatr - 31 E �,; RSA, IV0311NEERING� SCIEiVCES j7'f' Project No. or sn tin ultar>ts'In Ceotedhn�cal Nine enng • Emnronm'ental Sciences •' Report No. onstructan Mater als Testirg'� Thresholdanspecho�s x Date: � Orlando, Fl°32811 �' (407)1423=0504 9,FAX'(407) 423=3166 ,, REPORT ON SITE INSPECTION Wal*Mart Stores, Inc. Attn: Steve Dyer 2001 Southeast 10th Street Bentonville, AR 72712-6489 70008-054-01 261591.1 January 7, 2003 Sam's Store No. 4785, 1101 Rinehart Road, Sanford, Florida - Permit No. 02-033 Various Inspections Date Inspected: 1-2-03 Inspected By: A. McLain Travel Time: 5.0 hours Total Time on Project: 6.0 hours Inspecting: N/S Testing: N/S OBSERVATIONS: On January2, 2003, a representative of Universal Engineering Sciences (UES) was present at the above project site as requested to perform the referenced work. UES representative was on site at the Sam's store in Bradenton, Florida to monitor and perform a visual inspection on placement of Hydro -Active pressure grout in various areas of building slab. Grouting was properly placed at the control and construction joint intersections due to slab movement at forty six (46) different locations at nine hundred fifty-five (955) linear feet. UES representative found all areas grouted to fill voids were properly done with the excess grout rising through the joints and drilled holes. No further activity on this date. "ti A A I rl da 1 77'7 0 7 UNJ Y E SAL ENGINEERING SCIENCES consultants in: Geotechnical Engineering • Threshold Environmental Sciences • Construction Materials Testing Project No.: 70008-054-01 Date Typed: January 3, 2003 Field and Laboratory Report Cover Page Client: Wal*Mart Stores,'lnc. Attn: Mr. Steve Dyer 2001 Southeast 10th Street Bentonville, AR 72716-0550 Project: Sam's Store No. 4785, 1101 Rinehart Road,Sanford, Florida - Permit No. 02-033 As requested, a representative of Universal Engineering Sciences, Inc. (UES) was at the referenced project to provide construction materials testing services. Scope of Work Re ort No. > T & of:Re ort 261029 Site Inspection The results of the observations and or tests are summarized on the attached sheets. We hope this information is sufficient for your immediate needs. If you have any questions, please do not hesitate to contact the undersigned. cc: Hensel Phelps (1) City of Sanford, Planning Dept (1) O Attachments (1) vh Reviewed By, Universal Engineering Sciences, Inc. Thomas E. Whitney, P.E. Project Engineer - Construction Services STATE OF FLORIDA Professional Engineer No. 58811 3532 Maggie Blvd. - Orlando, FI 32811 - (407) 423-0504 9 Fax (407) •423-3106 UNIVERSAL ENGINEERING SCIENCES Project No. 70008-054-01 Consultants In: Ceotedmical Engineering • Environmental Sciences • Report No. 261029.1 Construction Materials Testing • Threshold Inspections Date: January 3, 2003 3532 Maggie Blvd. • Orlando, FL 32811 • (407) 423-0504 • FAX (407) 423-3106 REPORT ON SITE INSPECTION Client: Wal*Mart Stores, Inc. Attn: Steve Dyer 2001 Southeast 10th Street Bentonville, AR 72712-6489 Project: Sam's Store No. 4785, 1101 Rinehart Road, Sanford, Florida - Permit No. 02-033 Scope of Field Work: Various Inspections Date Inspected: 12-30-02 Total Time on Project: 7.0 hours OBSERVATIONS: Inspected By: E. Towns Inspecting: N/S Travel Time: 5.0 hours Testing: N/S On December 30, 2002, a representative of Universal Engineering Sciences (UES) was present at the above project site as requested to perform the referenced work. UES representative was on site at the Sam's store in`B adenton, Flor'ida to monitor the placement of Hydro -Active pressure grout in various places of the building slab that was needed. Grouting was properly placed in the marked areas at construction control joints where heavy duty traffic would flow. There were thirty nine (39) locations at six hundred forty (640) linear feet with excess grout rising through the joints to verify that all voids were addressed. No further activity on this date. vh/W.O. # 127263 L_. -�'-__� ' - ''-' � --� � � ' - ' � ' I V E R A L Project No.: 70008-054-01 UNWIM21 M-� ENGINEERING SCIENCES - -)"03 Date Typed: January 2, 2003 Consultants in: Geotechnical Engineering - Threshold Environmental Sciences - Construction Wterials Testing Field and Laboratory Report Cover Page Client: Wal*Mart Stores, Inc. Attn: Mr. Steve Dyer 2001 Southeast 10th Street Bentonville, AR 72716-0550 Project: Sam's Store No. 4785, 1101 Rinehart Road, Sanford, Florida - Permit No. 02-033 As requested, a representative of Universal Engineering Sciences, Inc. (UES) was at the referenced project to provide construction materials testing services. Scope of Work Report No...T e of Report 260764 Site Inspection The results of the observations and or tests are summarized on the attached sheets. We hope this information is sufficient for your immediate needs. If you have any questions, please do not hesitate to contact the undersigned. --(Z:�> 3vt cc: Hensel Phelps (1) City of Sanford, Planning Dept (1) Attachments (1) vh Reviewed By, Universal'Engineering Sciences,,lnc. tJ2f� Thomas E. Whitney,'P.E. Project Engineer,- Constructi ervices STATE OF FLORIDA Professional Engineer No. 58811 3532 Maggie Blvd. - Orlando, FI 32811 - (407) 423-0504 - Fax (407) 423-3106 UNIVERSAL ENGINEERING SCIENCES Project No. 70008-054-01 Consultants In: Geotechnical Engineering - Environmental Sciences - Report No. 260764.1 Construction Materials Testing- Threshold Inspections Date: January 2, 2003 3532 Maggie Blvd. - Orlando, FL 32811 • (407) 423-0504 - FAX (407) 423-3106 REPORT ON SITE INSPECTION Client: Wal*Mart Stores, Inc. Attn: Steve Dyer 2001 Southeast 10th Street Bentonville, AR 72712-6489 Project: Sam's Store No. 4785, 1101 Rinehart Road, Sanford, Florida - Permit No. 02-033 Scope of Field Work: Various Inspections Date Inspected: 12-12-02 Total Time on Project: 4.5 hours Inspected By: K. Houser Travel Time: N/S Inspecting: N/S Testing: N/S OBSERVATIONS: On December 12, 2002, a representative of Universal Engineering Sciences (UES) was present at the above project site as requested to perform the referenced work. The UES representative was on site to monitor the placement of pressure grouting in various areas on building slab. Three hundred seventeen (317) linear feet of grout was placed in twenty six (26) locations. Grout procedure was properly performed. vh/W.O.#125886 UNIVERSAL ENGINEERING SCIENCES consultants in: Geotechnical Engineering • Threshold Environmental sciences • Construction Materials Testing Project No.: 70008-054=01- Date Typed: December 30, 2002 Field and Laboratory Report Cover Page Client: Wal*Mart Stores, Inc. Attn: Mr. Steve Dyer 2001 Southeast 10th Street Bentonville, AR 72716-0550 Project: Sam's Store No. 4785, 1101 Rinehart Road, Sanford, Florida - Permit No. 02-033 All. . i As requested, a representative of Universal Engineering Sciences, Inc. (LIES) was at the referenced project to provide construction materials testing services. Scope of Work Re ` ort No. T e of Re art: . 260514 Site Inspection The results of the observations and or tests are summarized on the attached sheets. We hope this information is sufficient for your immediate needs. If you have any questions, please do not hesitate to contact the undersigned. (:L", 116 /03 Reviewed By, UniversalEngineering,Sciences, Inc. cc: Hensel Phelps (1) City of Sanford, Planning Dept (1) Tho ash E Whitne�,I P c,Prof;Engl�e�g�; jons�trGctto ervlces , Attachments (1) STATE+;OI?�,FLORIDA� vh " Pr'ofessiona�ngineer No. 58811 3532 Maggie Blvd. • Orlando, FI 32811 • (407) 423-0504 • Fax (407) 423-3106 3 UNIVERSAL ENGINEERING SCIENCES Project No. 70008-054-01 Consumes In: Geotechrkal l Environmental Sciences Report No. 260514.1 str Conuction Materials Testing - ThreshM Irepectims Date: December 30, 2002 3532 Maggie Blvd.. Orlando, FL 32811 • (407) 423-0504 • FAX (407) 423-3106 REPORT ON SITE INSPECTION Client: Wal*Mart Stores, Inc. Attn: Steve Dyer 2001 Southeast 10th Street Bentonville, AR 72712-6489 Project: Sam's Store No. 4785, 1101 Rinehart Road, Sanford, Florida - Permit No. 02-033 Scope of Field Work: Site Observation Date Inspected: 12-27-02 Inspected By: E. Towns Travel Time: 5.0 hours Total Time on Project: 6.0 hours Inspecting: N/S Testing: N/S OBSERVATIONS: On December 27, 2002, a representative of Universal Engineering Sciences (UES) was present at the above project site as requested to perform the referenced work. ' LIES representative was on site to monitor the placement of hydro -active pressure grout in various places of building slab that was needed. Grouting was properly placed in the marked areas at construction and control joints where heavy duty traffic would flow. There were thirteen (13) different locations at two hundred ninety-eight (298) linear - feet with excess grout rising through the joints to clarify that all voids were addressed. No further activity on this date. vh/W.O.# 127079 Field and Laboratory Report Cover Page Clie'ht: Wal*Mart Stores, Inc. Attn: Mr. Steve Dyer 2001 Southeast 10th Street Bentonville, AR 72716-0550 Project: Sam's. Store No. 4785, 1101 Rinehart Road, Sanford, Florida - Permit No. 02-033 As requested, a representative of Universal Engineering Sciences, Inc. (UES) was at the referenced project to provide construction materials testing services. Scope of Work Report No. T e of:Re ort 259898, 259906 Weekly Activity Report The results of the observations and or tests are summarized on the attached sheets. We hope this information is sufficient for your immediate needs. If you have any questions, please do not hesitate to contact the undersigned. cc: Hensel Phelps (1) City of Sanford, Planning Dept (1) Attachments (2) vh i, Reviewed By, Universal Engineering Sciences, Inc. Thomas E. Whitney, P.E. Project Engineer - Construction Services STATE OF FLORIDA Professional Engineer No. 58811 3-932 Maaaie Blvd. 9 Orlandn. FI 29811 • fdn71 d9R-nand . FaY fd071 d7q-q1 or, CONSTRUCTION SERVICES ACTIVITY RECORD (12/18/02 to 12/20/02) Client: Wal*Mart Stores, Inc. Attn: Steve Dyer 2001 Southeast 10th Street Bentonville, AR 72712-6489 Project: Sam's Store No. 4785, 1101 Rinehart Road, Sanford, Florida - Permit No. 02-033 Agent: A. McClain Date: December 18, 2002 Reference: Site Observation Technician: A. McClain 1. UES representative was on site to monitor the placement of pressure grouting in various areas on building slab. Grouting was properly placed in the marked areas and construction and control joints at eighteen (18) different locations at two hundred thirty-nine (239) linear feet with the excess grout rising through the joints to clarify that all voids were addressed. No further activity on this date. Date: December 19, 2002 Technician: A. McClain Reference: Site Observation 1. UES representative was on site to monitor the placement of pressure grouting in various areas on building slab. Grouting was properly placed in the marked areas at construction and control joints at eighteen (18) different locations at two hundred sixty-six (266) linear feet with the excess grout rising through the joints to clarify that all voids were addressed. No further activity on this date. Date: December 20, 2002 Technician: A. McClain Reference: Site Observation 1. UES representative was on site to monitor the placement of pressure grouting in various areas on building slab. Grouting was properly placed in the marked areas and construction and control joints at fourteen (14) different locations at two hundred thirty-seven (237) linear feet with excess grout rising through the joints to clarify that all voids were addressed. No further activity on this date. vh/W.0 019R4.rd CONSTRUCTION SERVICES ACTIVITY RECORD (12/22/02 & 12/24/02) Client: Wal*Mart,Stores, Inc. Attn: Steve Dyer 2001 Southeast 10th Street Bentonville, AR 72712-6489 Project: Sam's Store No. 4785, 1101 Rinehart Road, Sanford, Florida - Permit No. 02-033 Agent: A. McClain Date: December 22, 2002 Reference: Site Observation Technician: A. McClain 1. UES representative was on site to monitor placement of hydro -active pressure grout in various areas of building slab that are needed. Grouting was properly placed in the marked areas at construction and control joints where heavy traffic would flow. There were seven (7) different locations at one hundred twenty-four (124) linear feet with the excess grout rising through the joints to clarify that all voids were addressed. No further activity on this date. Date: December 24, 2002 Reference: Site Observation Technician: A. McClain 1. UES representative was on site to monitor the placement of hydro -active pressuregroutin various areas of " building slab that were needed. Grouting was properly placed in the marked areas at construction and control joints where heavy duty trafficwouldflow. There were nine (9) different locations at one hundred eighty-eight _. (188) linear feet with the excess grout rising through the joints to clarify that all voids were addressed. No further activity on,this date. k vhM/ 0 019ARR7 UNIVERSAL — ENGINEERING SCIENCES " consultants in: Geotechnical EngineeringThreshold Environmental Sciences • Construction Materials Testing Project No.: 70008-054-01 Date Typed: December 17, 2002 Field and Laboratory Report Cover Page Client: Wal'*Mart Stores, Inc. Attn: Mr. Steve Dyer 2001 Southeast 10th Street Bentonville, AR 72716-0550 Project: Sam's Store No. 4785, 1101 Rinehart Road, Sanford, Florida - Permit No. 02-033 As requested, a representative of Universal Engineering Sciences, Inc. (UES) was at the referenced project to provide construction materials testing services. Scope of Work Report No. xTyp6of Report....., 258614, 258616 Site Inspection The results of the observations and or tests are summarized on the attached sheets. We hope this information is sufficient for your immediate needs. If you have any questions, please do not hesitate to contact the undersigned. cc: Hensel Phelps (1) City of Sanford, Planning Dept (1) Attachments (2) vh Reviewed By, Universal Engineering -Sciences, Inc. l: Thomas E. Whitney,'R.E. Project Engineer,` ;Construction Services STATE OF FLORIDA 1 . Professional Engineer No. 58811 3532 Maggie Blvd. • Orlando, FI 32811 e (407) 423-0504 • Fax (407) 423-3106 UNIVERSAL ENGINEERING,�ZC@ENCES Project No. 70008-054-01 _ :Consultants In: ,Geotedm�cal Engineering:• Environmental Silences • Report No. 258614.1 Construction Materials Testing;"- Threshold lnsped ws Date: December 17, 2002 ' 3532 Maggie Blvd. • Orlando, .Fl- 32811 ® (407) 423-0504 ® FAX (407) 423-3106 REPORT ON SITE INSPECTION Client: Wal*Mart Stores, Inc. Attn: Steve Dyer 2001 Southeast 10th Street Bentonville, AR 72712-6489 Project: Sam's Store No. 4785, 1101 Rinehart Road, Sanford, Florida - Permit No. 02-033 Scope of Field Work: Various Inspection Date Inspected: 12-11-02 Total Time on Project: 3.5 hours OBSERVATIONS: Inspected By: A. McClain Inspecting: N/S Travel Time: 5.0 hours Testing: N/S On December 11, 2002, a representative of Universal Engineering Sciences (UES) was present at the above project site as requested to perform a visual on the movement of the building slab at various control and construction joints throughout. The general contractor along with the UES representative approached the manager of Sam's and borrowed a heavy duty fork lift with a loaded pallet to be driven over the control and construction joints that needed to be addressed. UES found that over 85 percent of the joints "throughout the building" were visually inspected with the movement of the forklift and found severe movement. UES marked all areas on the plans that needed to be addressed. No further deficiencies noted. _. - " " vh/W.O.#125885 UNIVERSAL ENGINE, IN9 SCIENCES Project No. 70008-054-01 Consultants IriE:,Geot®chnical Engineering • Environmental Sciences • Report No. 258616.1 •.. Construction Materials Testing • Threshold Inspections Date: December 17, 2002 3532 Maggie Blvd. v Orlando, FL 32811 • (407) 423-0504 • FAX (407) 423-3106 REPORT ON SITE INSPECTION Client: Wal*Mart Stores, Inc. Attn: Steve Dyer 2001 Southeast 10th Street Bentonville, AR 72712-6489 Project: Sam's Store No. 4785, 1101 Rinehart Road, Sanford, Florida - Permit No. 02-033 Scope of Field Work: Various Testing Date Inspected: 12-11-02 Inspected By: A. McClain Travel Time: N/S Total Time on Project: 4.0 hours Inspecting: N/S Testing: N/S OBSERVATIONS: 'On December 11, 2002, a representative of Universal Engineering Sciences (UES) was present at the above project site as requested to monitor placement of pressure grouting in various areas on building slab. On a previous date Antonio with Hensel and Phelps and the UES representative marked areas where the slab had curled up at construction and control joints. These areas were addressed on east end of building at 284 feet in total feet grouted. Grout was performed properly for the excess was rising through the joints. This procedure was cut short for the lack of grouting supplies. No further activity done on this date. vh/W.O.#126403 s iiioa /!—r ENGINEERING, Consultants in: Geotechnical Environmental Sciences 6 Client: Lowes Companies ting - Field and Laboratory Report Cover Page Attn: Richard Goodman 901 Southwest Martin Downs Boulevard, Suite 311 Palm City, Florida 34990 Project: Lowes Home Improvement Warehouse, Southeast Sanford, West of Highway 17-92, Sanford, Florida - P.O. No. EC-07-SFL-27273 As requested, a representative of Universal Engineering Sciences, Inc. (UES) was at the referenced project to provide construction materials testing services. Scope of Work Report No. Type of Report G505-G516 6"x12" Concrete Test Specimen Final Issue The results of the observations and or tests are summarized on the attached sheets. We hope this information is sufficient for your immediate needs. If you have any questions, please do not hesitate to contact the undersigned. cc: Client (1) Marcobay Construction (1) City of Sanford (1) Upham Engineers, Inc. (1) Attachments (12) ah Reviewed By,,,. Universal Engineering Sciences, Inc. l�►o fo3 Thomas E. Whitney, P.E. :, Project Engineer -Construction Services STATE OF,FLORIDA Professional Engineer No. 58811 3532 Maggie Blvd. • Orlando, FI 32811 • (407) 423-0504 • Fax (407) 423-3106 r <+ Project No.: 70063-027-01 NIVERI qL Report No.: G505 (259791.2) Date 1st Issue: December 24, 2002 ENGINEEFi1NG `SCIENCES Date 2nd Issue: Consultants In: Geotechnical Nineed. �'ErnlirOnmental Silences • Final Issue: January 10, 2003 Co Wnidion Materials Testing ° Thn30rold lnsp6olkns 3532 Maggie Blvd. • Orlando, FL 32811 • (407) 423-0504 0 FAX (407) 423-3106 COMPRESSIVE STRENGTH OF, 6" X 12" CONCRETE TEST SPECIMENS (ASTM C-39) Client: Lowes Companies .Attn: Richard Goodman 901 Southwest Martin Downs Boulevard, Suite 311 Palm City, Florida 34990 Project: Lowes Home Improvement Warehouse, Southeast Sanford, West of Highway 17-92, Sanford, Florida - P.O. No. EC-07-SFL-27273 Structural Element: Slab -On -Grade Sample Location: Column Lines L.5 (6.75) Set # 1 of 12 total sets. Sampled From: Concrete Truck Sampled By: E. Towns General Information General Contractor: Marcobay Supplier: Ewell Truck Number: 6579 Ticket Number: 36002938 Mix Design Number: 91785 Admixture: N/S apecmea )irenginioampung i imes Specified Strength: 4,000 psi at 28 days. Mix Design Strength: 4,000 psi at 28 days. Water Added at Site: 0 gals. Date/Time Batched: 12/11/02; 12:32 a.m. Date/Time Sampled: 12/11102; 12:50 a.m. Weather Condition: Clear Field Test Results Placement Information Truck Load: 10 cu yds. Cumulative Quantity: 10 cu yds. Total Placement for 600 cu yds. the Day: Air Content: N/S % Slump: 4.0 in. Ambient Temp: 68 °F Concrete Temp: 75 °F Other Results / Comments: N/S Max. Test RESULTS of Date Tested Age (days) Type of Fracture Test Specimen X-Sect. Area (in) Compressive Load (lbs.) Compressive Strength (psi) Average (psi) 12/18/02 7 3 28.08 125,840 4,480 LAB 12/18/02 7 3 28.08 126,140 4,490 4,490 1/8/03 28 4 28.08 158,750 5,650 1/8/03 28 2 28.13 162,350 5;770 5,710 Z Sampled to ASTM C-172 - Yes Molded to C-31 - Yes Initially Cured to ASTM C-31 - Unknown Cured & Tested in Lab to ASTM C-31 & C-39 - Yes This Form Conforms With ASTM C-39 1 = Cone. 2 = Cone & SPlit, 3 = Cone & Shear, 4 = Shear, 5 = Columnar H = Hold. CB = Corner Break dkn/ah WO# 125704 UNIVERSAL G (259 Project No.: 06 9 Report No.: 506 (25972.2) Date 1st Issue: December 24, 2002 ENGINEERING SCIENCES Date 2nd Issue: Consultants In: Geotechnical Engineering . E Mronmental Sciences - Final Issue: January 9 0, 2003 Construction Materials Testing - Threshold Inspedions 3532 Maggie Blvd. • Orlando, FL 32811 • (407) 423-0504 • FAX (407) 423-3106 COMPRESSIVE STRENGTH OF 6" X 12" CONCRETE TEST SPECIMENS (ASTM C-39) Client: Lowes Companies Attn: Richard Goodman 901 Southwest Martin Downs Boulevard, Suite 311 Palm City, Florida 34990 Project: Lowes Home Improvement Warehouse, Southeast Sanford, West of Highway 17-92, Sanford, Florida - P.O. No. EC-07-SFL-27273 Structural Element: Slab -On -Grade Sample Location: Column Lines L.75 (5.25) Set # 2 of 12 total sets. Sampled From: Concrete Truck Sampled By: E. Towns General Information General Contractor: Marcobay Supplier: Ewell Truck Number: 6536 Ticket Number: 36002943 Mix Design Number: 91785 Admixture: N/S specinea strengtnisampung I Imes Specified Strength: 4,000 psi at 28 days. Mix Design Strength: 4,000 psi at 28 days. Water Added at Site: 0 gals. Date/Time Batched: 12/11/02; 1:20 a.m Date/Time Sampled: 12/11/02; 1:45 a.m Field Test Results Placement Information Truck Load: 10 cu yds. Cumulative Quantity: 80 cu yds. Total Placement for 600 cu yds. the Day: Air Content: N/S % Slump: 4.0 in. Ambient Temp: 68 `F Concrete Temp: 72 °F Other Results / Comments: N/S Max. Test RESULTS Date Tested Age (days) Type of Fracture Test Specimen X-Sect. Area (in') Compressive Load (lbs.) Compressive Strength (psi) Average (psi) of 12/18/02 7 2 28.15 145,010 5,150 LAB 12/18/02 7 2 28.27 140,690 4,980 5,065 1/8/03 28 2 28.19 172,970 6,140 1/8/03 28 3 28.18 169,760 6,020 6,080 LRTSTIENG EMARKS 0 0 1 = Cone, 2 = Cone &Split, 3 = Cone & Shear, 4 = Shear, 5 = Columnar H = Hold, CB = Corner Break Jamplea 10 AS I M G-11Z - Tes Molded to C-31 - Yes Initially Cured to ASTM C-31 - Unknown Cured & Tested in Lab to ASTM C-31 & C-39 - Yes This Form Conforms With ASTM C-39 dkn/ah WO# 125704 Project; No.: 70063-027-01 UNIVER,'SAL', Report No.: G507 (259793.2)' Date 1st"Issue: December 24, 2002 ENGINEERI111t3 SCIENCES, Date 2nd Issue: Consultants In: Geotechnlcal Engineering- Environmental Sdenm • Final' Issue: January 10, 2003 Construction Materials Testing • Threshold Inspections 3532 Maggie Blvd. o Orlando, FL 32811 • (407) 423-0504 ® FAX (407) 423-3106 COMPRESSIVE STRENGTH OF, 6" X 12" CONCRETE TEST SPECIMENS (ASTM C-39) Client: Lowes Companies Attn: Richard Goodman 901 Southwest Martin Downs Boulevard, Suite 311 Palm City, Florida 34990 Project: Lowes Home improvement Warehouse, Southeast Sanford, West of Highway 17-92, Sanford, Florida - P.O. No. EC-07-SFL-27273 Structural Element: Slab -On -Grade Sample Location: Column Lines 4.25 (L.25) Set # 3 of 12 total sets. Sampled From: Concrete Truck Sampled By: E. Towns General Information General Contractor: Marcobay Supplier: Ewell Truck Number: 6465 Ticket Number: 33501994 Mix Design Number: 91785 Admixture: N/S Specified Strength/Sampling Times Specified Strength: 4,000 psi at 28 days. Mix Design Strength: 4,000 psi at 28 days. Water Added at Site: 0 gals. Date/Time Batched: 12/11/02; NIS Date/Time Sampled: 12/11/02; N/S Weather Condition: Clear Placement Information Truck Load: 10 cu yds. Cumulative Quantity: 130 cu yds. Total Placement for 600 cu yds. the Day: Field Test Results Air Content: N/S % Slump: 4.0 in. Ambient Temp: 68 °F Concrete Temp: 73 °F Other Results / Comments: N/S Max. Test RESULTS Age Type of Test Specimen Compressive Compressive Date Tested (days) Fracture X-Sect. Area (in') Load (lbs.) Strength (psi) Average (psi) of 12/18/02 7 4 28.20 139,380 4,940 LAB 12/18/02 7 4 28.20 137,110 4,860 4,900 TESTING 1/8/03 28 2 28.08 172,350 6,140 1/8/03 28 2 28.03 166,950 5,960 6,050 REMARKS Ell /\` 0 Its 1 = Cone. 2 = Cone 8 Split, 3 = Cone 8 Shear, 4 = Shear, 5 = Columnar H = Hold, CB = Corner Break Sampled to ASTM U-172 - Yes Molded to C-31 - Yes Initially Cured to ASTM C-31 - Unknown Cured 8 Tested in Lab to ASTM C-31 & C-39 - Yes This Form Conforms With ASTM C-39 dkn/ah WO# 125704 r , Project No.: 70063-027-01 t V80, �, Report No.: G508 (259794.2) ...Date 1st Issue: December 24, 2002 ENGINEERING' ;SCIENCES Consultants In'Geotedinical neeri Environmental Saehm Dane2nd Issue. � n9' Final Issue: January 10, 2003 Construction"Materials Testing .Threshold Inspections 3532 Maggie Blvd.,* Orlando, FL 32811 • (407) 423-0504 • FAX (407) 423-3106 COMPRESSIVE STRENGTH OF 6" X 12" CONCRETE TEST SPECIMENS (ASTM C-39) Client: Lowes Companies Attn: Richard Goodman 901 Southwest Martin Downs Boulevard, Suite 311 Palm City, Florida 34990 Project: Lowes Home Improvement Warehouse, Southeast Sanford, West of Highway 17-92, Sanford, Florida - P.O. No. EC-07-SFL-27273 Structural Element: Slab -On -Grade Sample Location: Column Lines K.75 (2.75) j Set # 4 of 12 total sets. I I Sampled From: Concrete Truck I I Sampled By: E. Towns I General Information General Contractor: Marcobay Supplier: Ewell Truck Number: 6534 Ticket Number: 36002948 Mix Design Number: 91785 Admixture: N/S specmea btrengtnisampiing I Imes Specified Strength: 4,000 psi at 28 days. Mix Design Strength: 4,000 psi at 28 days. Water Added at Site: 0 gals. Date/Time Batched: 12/11/02; N/S Date/Time Sampled: 12/11/02; N/S Weather Condition: Clear Placement Information Truck Load: 10 cu yds. Cumulative Quantity: 170 cu yds. Total Placement for 600 cu yds. the Day: Field Test Results Air Content: N/S % Slump: 4.0 in. Ambient Temp: 68 °F Concrete Temp: 74 °F Max. Test RESULTS Age Type of Test Specimen Compressive Compressive Date Tested (days) Fracture X-Sect. Area (in2)Load (lbs.) Strength (psi) Average (psi) of 12/18/02 7 3 28.13 115,730 4,110 LAB 12/18/02 7 3 28.13 119,340 4,240 4,180 1/8/03 1 28 1 2 1 28.08 1 151,980 5,410 TESTING 1/8/03 28 2 28.03 153,230 5,470 5,440 REMARKS Sampled to ASTM C-172 - Yes Molded to C-31 - Yes Initially Cured to ASTM C-31 - Unknown Cured & Tested in Lab to ASTM C-31 & C-39 - Yes This Form Conforms With ASTM C-39 1 = Cone, 2 = Cone & Split, 3 = Cone & Shear, 4 = Shear, 5 = Columnar H = Hold, CB = Corner Break dkn/ah WO# 125704 Project No.: 7006-027-01 UNIVERSAL Report No.: G509(259 96.2) ENGINEERING SCIENCES Date 1st Issue: December 24, 2002 Date 2nd Issue: Consultants In: Geotechnical Engineering • Environmental Sciences • Final Issue: January 10, 2003 Collistruction Materials Testing • Thresttold Inspections 3532 Maggie Blvd. • Orlando, FL 32811 • (407) 423-0504 • FAX (407) 423-3106 COMPRESSIVE STRENGTH OF 6" X 12" CONCRETE TEST SPECIMENS (ASTM C-39) Client: Lowes Companies Attn: Richard Goodman 901 Southwest Martin Downs Boulevard, Suite 311 Palm City, Florida 34990 Project: Lowes Home Improvement Warehouse, Southeast Sanford, West of Highway 17-92, Sanford, Florida*- P.O. No. EC-07-SFL-27273 Structural Element: Slab -On -Grade Sample Location: Column Lines K.75 (4.75) Set # 5 of 12 total sets. Sampled From: Concrete Truck Sampled By: E. Towns General Information General Contractor: Marcobay Supplier: Ewell Truck Number: 6349 Ticket Number: 33501998 Mix Design Number: 91785 Admixture: N/S specmea sireng[nisampung i imes Specified Strength: 4,000 psi at 28 days. Mix Design Strength: 4,000 psi at 28 days. Water Added at Site: 0 gals. Date/Time Batched: 12/11/02; 2:15 a.m. Date/Time Sampled: 12/11/02; 2:45 a.m. Weather Condition: Clear Field Test Results Placement Information Truck Load: 10 cu yds. Cumulative Quantity: 220 cu yds. Total Placement for 600 cu yds. the Day: Air Content: N/S % Slump: 4.0 in. Ambient Temp: 68 T Concrete Temp: 74 T Other Results / Comments: N/S Max. Test RESULTS Date Tested Age (days) Type of Fracture Test Specimen X-Sect. Area (inz) Compressive Load (lbs.) Compressive Strength (psi) Average (psi) of 12/18/02 7 2 28.13 150,430 5,350 LAB 12/18/02 7 2 28.08 150,150 5,350 5,350 118/03 28 2 28.13 188,250 1 6,690 TESTING 1/8/03 1 28 2 28.08 191,320 1 6,810 6,750 REMARKS sample° to AS I M G-1 /Z - Yes Molded to C-31 - Yes Initially Cured to ASTM C-31 - Unknown Cured & Tested in Lab to ASTM C-31 & C-39 - Yes This Form Conforms With ASTM C-39 1 = Cone, 2 = Cone & lit, 3 = Cone & Shear, 4 = Shear, 5 = Columnar H = Hold, CB = Corner Break dkn/ah WO# 125704 ect No. -027-01 U IVERSAL Report No.:: G5 03(259798.2) EIVG1111EEiR1111G SCIENCES Date 1st Issue: December 24, 2002 Date 2nd Issue: Consultants In: Geotechnical F_ngineedng - Environmental Sciences - Final Issue: January 10, 2003 Construction Materials Testing - Threshdld Inspections 3532 Maggie Blvd. • Orlando, FL 32811 • (407) 423-0504 • FAX (407) 423-3106 COMPRESSIVE STRENGTH OF, 6" X 12" CONCRETE TEST SPECIMENS (ASTM C-39) Client: Lowes Companies Attn: Richard Goodman 901 Southwest Martin Downs Boulevard, Suite 311 Palm City, Florida 34990 Project: Lowes Home Improvement Warehouse, Southeast Sanford, West of Highway 17-92, Sanford, Florida - P.O. No. EC-07-SFL-27273 Structural Element: Slab -On -Grade Sample Location: Column Lines K.25 (6.75) Set # 6 of 12 total sets. Sampled From: Concrete Truck Sampled By: E. Towns General Information General Contractor: Marcobay Supplier: Ewell Truck Number: 6269 Ticket Number: 33502002 Mix Design Number: 91785 Admixture: N/S apecmeo iireng Specified Strength: Mix Design Strength: Water Added at Site: �Pampimg i imes 4,000 psi at 28 days. 4,000 psi at 28 days. 0 gals. Date/Time Batched: 12/11/02; 2:30 a.m. Date/Time Sampled: 12/11/02; 3:00 a.m. Weather Condition: Clear Field Test Results Placement Information Truck Load: 10 cu yds. Cumulative Quantity: 270 cu yds. Total Placement for 600 cu yds. the Day: Air Content: N/S % Slump: 4.0 in. Ambient Temp: 68 °F Concrete Temp: 73 °F Other Results / Comments: N/S Max. Test RESULTS Date Tested Age (days) Type of Fracture Test Specimen X-Sect. Area (in2)Load Compressive (lbs.) Compressive Strength (psi) Average (psi) of 12/18/02 7 2 28.13 129,970 4,620 LAB 12/18/02 7 3 28.11 131,300 4,670 4,650 1/8/03 28 1 2 28.08 165,750 5,900 TESTING 1/8/03 28 2 28.08 171,480 =61 110 6,010 REMARKS s 1 = Cone, 2 = Cone & Split, 3 = Cone & Shear, 4 = Shear. 5 = Columnar H = Hold, CB = Corner Break Sampled to ASTM C-172 - Yes Molded to C-31 - Yes Initially Cured to ASTM C-31 - Unknown Cured & Tested in Lab to ASTM C-31 & C-39 - Yes This Form Conforms With ASTM C-39 dkn/ah WO# 125704 Project; No-: 70063-027-01 UNIVERSAL'Report No.: G51 1 �(259799.2) Date 1,st Issue: December 24, 2002 ENGINEERONG SCIENCES _ Date 2nd Issue: Consultants In Geotechnical Englneeririg - ErrifI=mental Saenaes • Final Issue: January 10, 2003 Construction Materials>Testing •'Thresiidd Inspections 3532 Maggie Blvd. • Orlando. FL 32811 ,! (407) 423-0504 . FAX (407) 423-3106 COMPRESSIVE STRENGTH OF 6" X 12" CONCRETE TEST SPECIMENS (ASTM C-39) Client: Lowes Companies Attn: Richard Goodman 901 Southwest Martin Downs Boulevard, Suite 311 Palm City, Florida 34990 Project: Lowes Home Improvement Warehouse, Southeast Sanford, West of Highway 17-92, Sanford, Florida - P.O. No. EC-07-SFL-27273 Structural Element: Slab -On -Grade Sample Location: Column Lines J.5 (6.75) Set # 7 of 12 total sets. Sampled From: Concrete Truck Sampled By: E. Towns uenerai inrormation General Contractor: Marcobay Supplier: Ewell Truck Number: 6250 Ticket Number: 33502005 Mix Design Number: 91785 Admixture: N/S Specified Strength: Mix Design Strength: Water Added at Site: sampnng limes 4,000 psi at 28 days. 4,000 psi at 28 days. 0 gals. Date/Time Batched: 12/11/02; 3:08 a.m. DatelTime Sampled: 12/11/02; 3:40 a.m. Field Test Results Placement Information Truck Load: 10 cu yds. Cumulative Quantity: 320 cu yds. Total Placement for 600 cu yds. the Day: Air Content: N/S % Slump: 4.0 in. Ambient Temp: 68 •F Concrete Temp: 75 °F Other Results / Comments: N/S Max. Test RESULTS of Date Tested Age (days) Type of Fracture Test Specimen XSect. Area (in2) Compressive Load (lbs.) Compressive Strength (psi) Average (psi) 12/18/02 7 2 28.13 137,430 4,890 LAB 12/18/02 7 2 28.13 144,070 5,120 5,010 1/8/03 28 3 28.22 178,020 6,310 TESTING 1/8/03 28 1 28.22 175,690 6,230 6,270 REMARKS r Sampled to ASTM C-172 - Yes Molded to C-31 - Yes Initially Cured to ASTM C-31 - Unknown Cured & Tested in Lab to ASTM C-31 & C-39 - Yes This Form Conforms With ASTM C-39 1 = Cone, 2 = Cone & Spfit, 3 = Cone & Shear, 4 = Shear, 5 = Columnar H = Hold, CB = Corner Break dkn/ah WO# 125704 Project No.: 70063-027-01 UNI RVE SAL Report No.: G512 (259832.2) Date 1st Issue: December 26, 2002 ENGINEERpNG :SCIENCES Date 2nd Issue: Consultants In Geotechnical Engineering Emri=Mental Scenes - Final Issue: January 10, 2003 Construction Materials Testing.;,",Threshold Inspections 3532 Maggie Blvd. • Orlando, FL 32811, er(407) 423-0504 • FAX (407) 423-3106 COMPRESSIVE STRENGTH OF 6" X 12" CONCRETE TEST SPECIMENS (ASTM C-39) Client: Lowes Companies Attn: Richard Goodman 901 Southwest Martin Downs Boulevard, Suite 311 Palm City, Florida 34990 Project: Lowes Home Improvement Warehouse, Southeast Sanford, West of Highway 17-92, Sanford, Florida - P.O. No. EC-07-SFL-27273 Structural Element: Slab -On -Grade Sample Location: Column Lines J.5 (5.75) Set # 8 of 12 total sets. Sampled From: Concrete Truck Sampled By: E. Towns General Information General Contractor: Marcobay Supplier: Ewell Truck Number: 6534 Ticket Number: 36002956 Mix Design Number: 91785 Admixture: N/S Specified Strength: Mix Design Strength: Water Added at Site: samplmg limes 4,000 psi at 28 days. 4,000 psi at 28 days. 0 gals. DatelTime Batched: 12/11/02; 3:25 a.m. DatelTime Sampled: 12/11/02; 3:45 a.m. Weather Condition: Clear Field Test Results Placement Information Truck Load: 10 cu yds. Cumulative Quantity: 380 cu yds. Total Placement for 600 cu yds. the Day: Air Content: N/S % Slump: 4.0 in. r Ambient Temp: 68 'F Concrete Temp: 73 °F Other Results / Comments: N/S Max. Test RESULTS Age Type of Test Specimen Compressive Compressive Date Tested (days) Fracture X-Sect. Area (in2)Load (lbs.) Strength (psi) Average (psi) of 12/18/02 7 2 28.19 123,030 4,360 LAB 12/18/02 7 2 28.18 125,460 4,450 4,410 TESTING 1/8/03 28 2 28.08 159,290 5,670 1/8/03 28 2 28.08 151,390 5,390 5,530 REMARKS /1 z F1 [fl 1 = Cone, 2 = Cone & Split, 3 = Cone & Shear, 4 = Shear, 5 = Columnar H = Hold, CB = Comer it, Sampled to AS I M G-1 12 - Yes Molded to C-31 - Yes Initially Cured to ASTM C-31 - Unknown Cured & Tested in Lab to ASTM C-31 & C-39 - Yes This Form Conforms With ASTM C-39 dkn/ah WO# 125704 IVERSAL Project No.: 70063-027-01 UNReport No.: G513 (259833.2) Date 1st Issue: December 26, 2002 3 ENGINEERING SCIENCES Date 2nd Issue: I g, Consultants In: Geotechnical Engineering- Environmental Sciences - Final Issue: January 10, 2003 Construction Materials Testing - Threshold Inspections 3532 Maggie Blvd. • Orlando, FL 32811 • (407) 423-0504 • FAX (407) 423-3106 COMPRESSIVE STRENGTH OF 6" X 12" CONCRETE TEST SPECIMENS (ASTM C-39) Client: Lowes Companies Attn: Richard Goodman 901 Southwest Martin Downs Boulevard, Suite 311 Palm City, Florida 34990 Project: Lowes Home Improvement Warehouse, Southeast Sanford, West of Highway 17-92, Sanford, Florida P.O. No. EC-07-SFL-27273 Structural Element: Slab -On -Grade i Sample Location: Column Lines J.75 (3.25) Set # 9 of 12 total sets. I I Sampled From: Concrete Truck Sampled By: E. Towns j General Information General Contractor: Marcobay Supplier: Ewell Truck Number: 6585 Ticket Number: 36002958 Mix Design Number: 91785 Admixture: N/S specmea sureni, Specified Strength Mix Design Strength Water Added at Site sampung i imes 4,000 psi at 28 days. 4,000 psi at 28 days. 0 gals. Date/Time Batched: 12/11/02; 3:40 a.m. Date/Time Sampled: 12/11/02; 4:00 a.m. Weather Condition: Clear Placement Information Truck Load: 10 cu yds. Cumulative Quantity: 420 cu yds. Total Placement for 600 cu yds. the Day: Field Test Results Air Content: N/S % Slum 4.0 in. Ambient Tem : 68 °F Concrete Temp: 73 °F Other Results / Comments: N/S RESULTS of LAB TESTING Age Date Tested (riavcl Max. I Test Type of Test Specimen Compressive Compressive Frarture XSPrt_ Area (in21 Lnad (Ihs_l Strenath (nsil I Average (nsil 12/18/02 7 1 28.29 129,390 4,570 12/18/02 7 3 28.22 130,570 4,630 4,600 1 /8/03 28 1 /8/03 28 2 1 28.03 1 161,500 2 1 28.08 1 160,600 5,760 5,720 5,740 11 REMARKS 1 1; Sampled to ASTM C-172 - Yes Molded to C-31 - Yes Initially Cured to ASTM C-31 - Unknown Cured & Tested in Lab to ASTM C-31 & C-39 - Yes This Form Conforms With ASTM C-39 1 = Cone, 2 = Cone & S r,it, 3 = Cone & Shear, 4 = Shear, 5 = Columnar H = Hold, CB = Corner Break dkn/ah WO# 125704 Project No.: 70063-027-01 UNIVERSAL Report No.: G514 (259834.2) Date 1st Issue: December 26, 2002 ENGINEERING SCIENCES Date 2nd Issue: Consultants In: Geotechnical Engineering • Environmental Sciences - Final Issue: January 10, 2003 Construction Materials Testing • Threshold Inspections 3532 Maggie Blvd. • Orlando, FL 32811 • (407) 423-0504 o FAX (407) 423-3106 COMPRESSIVE STRENGTH OF. 6" X 12" CONCRETE TEST SPECIMENS (ASTM C-39) Client: Lowes Companies Attn: Richard Goodman 901 Southwest Martin Downs Boulevard, Suite 311 Palm City, Florida 34990 Project: Lowes Home Improvement Warehouse, Southeast Sanford, West of Highway 17-92, Sanford, Florida - P.O. No. EC-07-SFL-27273 Structural Element: Slab -On -Grade Sample Location: Column Lines H.5 (4.25) Set # 10 of 12 total sets. Sampled From: Concrete Truck Sampled By: E. Towns General Information General Contractor: Marcobay Supplier: Eweli Truck Number: 6386 Ticket Number: 36002960 Mix Design Number: 91785 Admixture: N/S Specified Strength: Mix Design Strength: Water Added at Site: bampung limes 4,000 psi at 28 days. 4,000 psi at 28 days. 0 gals. Date/Time Batched: 12/11/02; 4:35 a.m. Date/Time Sampled: 12/11/02; 5:00 a.m. Field Test Results Placement Information Truck Load: 10 cu yds. Cumulative Quantity: 480 cu yds. Total Placement for 600 cu yds. the Day: Air Content: N/S % Slum 4.0 in. Ambient Tem 68 °F Concrete Temp: 75 °F Other Results / Comments: N/S RESULTS of Date Tested Age (days) Type of Fracture Test Specimen XSect Area (in') Max. Compressive Load (lbs.) Test Compressive Strength (psi) Average (psi) 12/18/02 7 3 28.18 140,170 4,970 LAB 12/18/02 7 2 28.18 140,160 4,970 4,970 1/8/03 28 1 3 1 28.27 173,320 6,130 TESTING 1/8/03 28 1 28.26 175,130 6;200 6,170 REMARKS Sampled to ASTM C-172 - Yes Molded to C-31 - Yes Initially Cured to ASTM C-31 - Unknown Cured & Tested in Lab to ASTM C-31 & C-39 - Yes This Form Conforms With ASTM C-39 1 = Cone, 2 = Cone & Split, 3 = Cone & Shear, 4 = Shear, 5 = Columnar H = Hold, CB = Corner Break dkn/ah WO# 125704 •IVERSAL Project No.: 70063-027-01 Report No.: G515 (259835.2) Date 1st Issue: December 26, 2002 ENGINEERING SCIENCES Date 2nd Issue: Consultants In: Geotechnical Engineering • Envirwmental Sdences • Final Issue: January 10, 2003 LHConstnrction Materials Testing •Threshold Inspei�iors 3532 Maggie Blvd. • Orlando. FL 32811 • (407) 423-0504 • FAX (407) 423-3106 COMPRESSIVE STRENGTH OF 6" X 12" CONCRETE TEST SPECIMENS (ASTM C-39) Client: Lowes Companies Attn: Richard Goodman 901 Southwest Martin Downs Boulevard, Suite 311 Palm City, Florida 34990 Project: Lowes Home Improvement Warehouse, Southeast Sanford, West of Highway 17-92, Sanford, Florida - P.O. No. EC-07-SFL-27273 Structural Element: Slab -On -Grade i Sample Location: Column Lines H.5 (2.5) i Set # 11 of 12 total sets. Sampled From: Concrete Truck Sampled By: E. Towns General Information General Contractor: Marcobay Supplier: Ewell Truck Number: 6457 Ticket Number: 33502016 Mix Design Number: 91785 Admixture: N/S Specified Strength: Mix Design Strength: Water Added at Site: sampung limes 4,000 psi at 28 days. 4,000 psi at 28 days. 0 gals. Date/Time Batched: 12/11/02; 5:10 a.m. Date/Time Sampled: 12/11/02; 5:35 a.m. Placement Information Truck Load: 10 cu yds. Cumulative Quantity: 520 cu yds. Total Placement for 600 cu yds. the Day: Field Test Results Air Content: N/S % Slum : 4.0 in. I Ambient Temp: 68 •F Concrete Temp: 75 •F Other Results / Comments: N/S Max. Test RESULTS of Date Tested Age (days) Type of Fracture Test Specimen XSect. Area (in2)Load Compressive (lbs.) Compressive Strength (psi) Average (psi) 12/18/02 7 2 28.25 137,050 4,850 LAB 12/18/02 7 2 28.27 139,510 4,930 4,890 1/8/03 1 28 2 1 28.22 170,130 1 6,030 TESTING 1 /8/03 28 3 28.27 174,560 6; 70 6,100 REMARKS Sampled to ASTM C-172 - Yes Molded to C-31 - Yes Initially Cured to ASTM C-31 - Unknown Cured & Tested in Lab to ASTM C-31 & C-39 - Yes This Form Conforms With ASTM C-39 1 = Cone, 2 = Cone & Split, 3 = Cone & Shear, 4 = Shear, 5 = Columnar H = Hold, CB = Corner Break dkn/ah WO# 125704 UNIVERSAL Project No.: 70063-027-01 Report No.: G516 (259836.2) ENGINEERING SCIENCES Date 1st Issue: December 26, 2002 -�` Consultants In: Geotechnical Engineering • EnvironmentalDate 2nd Issue: Sciences • Final Issue: January 10, 2003 Construction Materials Testing • Threshold Inspections 3532 Maggie Blvd. • Orlando, FL 32811 • (407) 423-0504 • FAX (407) 423-3106 COMPRESSIVE STRENGTH OF 6" X 12" CONCRETE TEST SPECIMENS (ASTM C-39) Client: Lowes Companies Attn: Richard Goodman 901 Southwest Martin Downs Boulevard, Suite 311 Palm City, Florida 34990 Project: Lowes Home Improvement Warehouse, Southeast Sanford, West of Highway 17-92, Sanford, Florida - P.O. No. ,EC-07-SFL-27273 Structural Element: Slab -On -Grade Sample, Location: Column Lines H.5 (6,25) Set # 12 of 12 total sets. I ( Sampled from: Concrete Truck Sampled By: E. Towns General Information General Contractor: Marcobay Supplier: Ewell Truck Number: 6539 Ticket Number: 33502021 Mix Design Number: 91785 Admixture: N/S a Specified Strength: Mix Design Strength: Water Added at Site: bampung times 4,000 psi at 28 days. 4,000 psi at 28 days. 0 gals. Date/Time Batched: 12/11/02; 5:35 a.m. Date/Time Sampled: 12/11/02; 6:00 a.m. Weather Condition: Clear Placement Information Truck Load: 10 cu yds. Cumulative Quantity: 570 cu yds. Total Placement for 600 cu yds. the Day: Field Test Results Air Content: N/S % Slum : 4.0 in. Ambient Tem 67 •F Concrete Temp 74 •F Other Results I Comments: N/S RESULTS of LAB Date Tested Age (days) Type of Fracture Test Specimen X-Sect. Area (in2) Max. Compressive Load (Ibs.) Test Compressive Strength (psi) Average (psi) 12/18/02 7 2 28.13 148,450 5,280 12/18/02 7 2 28.08 146,800 5,230 5,260 1/8/03 28 2 28.13 197,020 7,000 TING 1/8/03 28 2 28.08 190,520 6,780 6,890 LMRE RKS 1 Cone, 2 = Cone &Split, 3 = Cone & Shear, 4 = Shear, 5 = Columnar H = Hold, CB = Comer Break f Sampled to ASTM C-172 - Yes Molded to C-31 - Yes Initially Cured to ASTM C-31 - Unknown Cured & Tested in Lab to ASTM C-31 & C-39 - Yes This Form Conforms With ASTM C-39 dkn/ah WO# 125704 03 - 7 , CITY OF SANFORD PERMIT APPLICATION Permit No.: Job Address: /00 ! �,'r! 2 ��r� 7� t�a <..0 - Date: 37- ? y� Parcel No.: (Attach Proof of Ownership & Legal Description) Description of Work: 1Y/2cd /=�' ° Type of Construction: Flood Zone: , Valuation of Work: $ 9 S S- 1J Occupancy Type: Residential Commercial Industrial Number of Stories: Number of Dwelling Units: Zoning: Total Square Footage: 2 ,,5;30 0 Owner: !�! 2 7✓1 0_1 , ..,FW c Address: // U 6 /67rr e e� ,Q-tci /7 o v , City: r ` �e State: r _ Zip: *3 3 30 / Phone No.: Fax No.: Contractor: A, 4 Address: Z ca— . City: aC ('0L Ill—) State: / Zip: 3 `8 c9 I State License No.: @e- e— O 3 S (v 3- k Phone No.: If ° 1 -4'oS`l — 01 3c\ Fax No.: 40 -7 -- `dS ' _ 27) 4 0 Contact Person: DD IeN n C�.,,� e� ��. Phone No.: La 7 5 I — S 3 g 2 Title Holder (If other than Owner): Address: Bonding Company: Address: Mortgage Lender: Address: Architect: 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 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, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the e e Lien Law, FS 713. �Z—/(r_UZ Signature of Owner/Agent Date nature of Contractor/Agent Date Print Owner/Agent's Name Print ontractor/Ag nt's e Signature of Notary -State of Florida Date 1--gnake of N -Stat of Florida Date 0 4, Lisa M Lamontagne *�x My Commission CC988333 Expires December 17, 20U Owner/Agent is Personally Known to Me or Contractor/Agent is �onallyKnoto Me or _ Produced ID p eed-H)- APPLICATION APPROVED BY: Date: _ Z rl ? a Z Special Conditions: I hereby name and appoint: Rebecca DeLisle Printed Name of Appointee _ Hartford South, LLC. Company Name of Appointee To be my lawful attorney -in -fact to act for me in applying to the City of Sanford Building Department for a Commercial Roofing permit enabling work to be Performed at the location below -described and to sign my name and do all things Necessary to this appointment: Section Township Range Subdivision Block Lot 1001 Rinehart Road. Sanford, FI. 32746 Project Address 110 S.E. Owner of Signed: Date: 1 dress Certified Contractor: Jay A. Rintelmann Contractor License #: CCC035621 State of Florida ) County of Seminole ) Sw n to nd ub cri d before me this day of �� by (name of person acknowledged) who is erso ally known o me or wl,e-yr�ased- ky Public Commission expires: I Z i -7' dy $W ,� Lisa M Lamontagrre �' My Commission CC988= (seal) Sof 110'. Expires December 17, 2004 ,,.... .,a .,, G. .a vi Jon, .•, u.w iJ-OGJ iJ. �dAn�.�/-JJrL/iv ua��. llr11r1uu[ ima. �.i:,.;;c r;�l ragelJrl FROM TCNYMMS FAX NO. 850+230+3995 Nov. 21 2002 02:10PM P1 ff M G T f S-05s1 29745 P.Q3 I t7% � III i .. Vmit No. %J4 r�tN071C:i% OF• CO�NCEMF,NT . of Tax Folio No. '�Rxto �jorida •-- - -- .Countyofe? IpQle jeep:7] he..undersigne!l hereby gives notice that improvement will be made to certain real propety, and in accordance with Hapter 713, Fl?rula Statutes, U1e following inforination is provided in this Notice of Commencement. I. Description ofproporty: {legal description of the property and strcct address if available) West 17A chains of the East-22 _chain�.�Ch�., 1 2 of, the SW 1/4 of Section 32, Township 19 South, Range ast, .I ' t* f Rinehart Rd I in and bein in Seminole County, FL nerat de:•crip�tion of improvomont• ,ry�o va info.��arition .,q.,'; a: Narne :mod address X � PJ. address of fee sitnpletitleholder (it other than Owner) j• 1 t•C: xi'.L �\: :gin bt prse ermber Fax number { Persons witf�n die State of Florida desiguated by Owner upon whom notices or other documents may be sorved as provided byedion 713.13(I)(a)7, Florida Statutes: a. Namc, daddress Hodgen Construction & vev._Group, Inc. ' 17160 Arvida Parkway, Suite 4, Weston, FL 33325:._ b. one : ri.�;be, _ 954-727-0333 fax nurnbcr 954-727-033Z , >aadditiaeQ. ;bimsglcvrlemel� Ownerdesigpattes of to receive a copy of the Lienor's Notice as provided in Section (1)(b: Florida Statutes,, it. Bono i umber Fax number _ lEx 4i boneto of notice of commencement (the expiration, date is I year from the date of recording unless a different date is sped) Signature of Owner vom (or at. led) and subscribed before mo this �� -. day of _ 0 d�,er-- 20 0 by kU lrsWKn0�;n OR produced identification yp�'ofiderctifi•?a'on Produced--- y}e.►u4433 f A 03G 001 sm SNII gt)hturt+ of Ncl �friU]15Si0� F7t3 ': -7. A •c3 j 1 j fCS: �as1ra CYIA A HALLfjRFN MY c'o,—�f%c1Ss10N f rC sra147 �expiFB$ Dec2A a fe e Mtl Tl:ttZitt a0G3/zt/tT � B I LSL52002 # S 4"H 9"1J LUt 9d 96Sb0 NS AIM 31MIIt33 INN lItMl3 4 )I!31 `AW 30MUR ,r BP208I01 CITY OF SANFORD 1 17 06 ° Global Location Inquiry.- Building Permit Applications 10:35:55 Property address . . . . . 1101 RINEHART RD Parcel Number . . . . . . . 32.19.30.300-0090-0000 Type options, press Enter. 2=Application inq 3=Structure inq 4=Permit inq 5=Inspection inq Opt Appl Nbr Type Stat Date Tenant Nbr/Name 06 00000805 ELEC AP 12/20/05 06,:00000382 TENT AP 11/08/05 _ 04 00002416 MECH AP 6/28/04 _ 04 00002193 INCM AP 6/09/04 _ 04 00001950 TENT CL 5/13/04 _ 04 00000954 TEMP CL 2/03/04 _ 04 00000951 TENT CL 2/03/04 _ 03 00002245 TENT CL 6/25/03 _ 02 00002253 PDRZ AP 9/23/02 _ 02 00002104 SIGN CL 8/28/02 _ 02 00001819 FSUP CL 7/16/02 + F3=Exit F12=Cancel �1 l BP208I01 CITY OF SANFORD Global Location Inquiry -Building Permit Applications Property address . . . . . 1101 RINEHART RD Parcel Number . . . . . . . 32.19.30.300-0090-0000 Type options, press Enter. 1/17/06' 10:35:,59 2=Application inq 3=Structure inq 4=Permit inq 5=Inspection inq Opt Appl Nbr Type.Stat Date Tenant Nbr/Name 02 00001808 ELEC CL 7/15/02 02 00001711 ELEC CL 7/10/02 _ 02 00001704,SIGN CL 7/09/02 02 00001617 SIGN CL 6/26/02 02 00001306 MECH CL 5/20/02 02 00001240 ROOF CL 5/08/02 _ 02 00001080 FRSP CL 4/16/02 02 00001058 FRSP..CL 4/12/02 02 00000807 ENGR AP 3/11/02 _ 02 00000806 SITE AP 3/11/02 _ 02 00000698 NSTR CO 2/21/02 F3=Exit F12=Cancel BP208I01 CITY OF SANFORD 1/17/06 Global Location Inquiry - Building Permit Applications 10:36:01 Property address . . . 1101 RINEHART RD Parcel Number . . . . 32.19.30.300-0090-0000 Type options, press Enter. 2=Application inq 3=Structure inq 4=Permit inq 5=Inspection inq Opt Appl Nbr Type Stat Date Tenant Nbr/Name 02 00000673 SDVP AP 2/14/02 n 02 00000390 TCAU CL 12/06/01 02 00000296 DSFH. CL 11/19/01 02 00000224 FPLT `AP 11/06/01 02 00000033 SDVP AP-10/04/01 _ 01 00002463 PPLT AP 9/07/01 _ 01 00002462 ENGR AP 9/07/01 Ol 00001954 SITE AP 6/19/01 Ol 00001773 PDRZ CL 5/24/01 F3=Exit F12=Cancel