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201 Specialty Point
f1 PERMIT ADDRESS CONTRAC' ADDRESS PHONE NUMBER O ��I Zol PROPERTY OWNER i is # ADDRESS PHONE NUMBER ELECTRICAL CONTRACTOR MECHANICAL CONTRACTO ctl YY R'`. w; 'Fl" PLUMBING CONTRACTOR MISCELLANEOUS CONTRACTOR PERMIT NUMBER FEE MISCELLANEOUS CONTRACTOR PERMIT NUMBER FEE l _. -J c SUBDIVISION PERMIT # O ]� 1A 4�_ DATE PERMIT DESCRIPTION.Tivirj';er AlA�¢ , PERMIT VALUATION_ SQUARE FOOTAGE �CITY OF SANFORD PERMIT APPLICATION ' n Application # : D- 7-1 2SS Y ° Submittal Date: . Z31/� Job Address: , n eew Value of Work: $ Parcel ID' D^i'`�" '3� " ��"� R00,2,0 Zoning: Historic District: Description of Work: T4Wp;J quare Footage: Permit Type: Building ❑ Electrical ❑ Mechanical ❑ Plumbing Fire Sprinkler/Alarm ❑ Pool ❑ Sign ❑ Electrical: New Service - # of AMPS Addition/Alteration ❑ Mechanical: Residential ❑ Non -Residential ❑ Replacement ❑ Plumbing/ New Commercial: # of Fixtures 114— # of Water & Sewer Lines Plumbing/New Residential: # of Water Closets Occupancy Type: Residential ❑ Commercial Wo" Industrial ❑ Construction Type: # of Stories: I # of Dwelling Units: Change of Service ❑ Temporary Pole ❑ New ❑ (Duct Layout & Energy Cale. Required) # of Gas Lines Plumbing Repair -Residential ❑ Commercial ❑ Occupancy Use Group(s): Flood Zone: (FEMA form required ) ................................................................................._........................................ Property Owner: Contractor: 1��c�"l Address: Address: -7�7v Lznal oner-A -G- 7S 7;k Qwdb 3a8 I Phone: E-mail: Phone. QS IC>DO State License Number: Bonding Company: Address: Architect/Engineer: Address: Plan Review Contact Person: Mortgage Lender: Address: Phone: Fax: Phone: Fax: E-mail: 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. A NOTICE: In addition to the requirements of this permit, there maybe additional restrictions this county, and there may be additional permits required from other governmental entities Acceptance of permit is verification that I will notify the owner of the property of the requi Signature of Owner/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: Special Conditions: Rev 02/2007 UTIL: FD: this property that may be found in the public records of management districts, state agencies, or federal agencies. Lien Law, FS 713. Signature ofContractor/Agent Date I>�rnc�tc.. tS. t ter' int Contractor/Agent's Name � �L qA L. HARGER Comm# OD0357673 E)VUes 9/26/2008 Bonded Vuu (800)4324254: Flodda Notary Assn., Inc m ......................... C ie or of NotalvStY1e of .nnrnN hm iunn.oww Contractor/Agent is personally Known to I Produced ID ENG: l i11101" Z41 111897 LpMTED POWER OF ATTORNEY Date: Lt 07 I hereby name and appoint of iey in fact to act for me and apply to Lam.. OL C ' for a permit for work to be performed aril t p : 2�• �. • 51 �. . �3c7 at a location described as: Se on Township Mange Lot Block Subdivision (Address of Job) ' A (Owner of Proodty and Address) 1 ar V aed 3 a ?56 and to sign my name and do all things necessary to this appointment. or Print nAde of Certified Contractor and License ;F) (Signature of Certified Contractor) Acknowledged: Sworn to and subscribed before me this Day of Afa A. � Nonu�ieJEN�iA°i°R• a •,• �/ ` canna coossv (Seal DO=eneno Bonded On (eoo)432.4 s *03aw /Z46/OR My ire: CITY OF SANFORD PERMIT APPLICATION Application #: — ' SS Submittal Date: G(' `— d-7 Job Address: 26 C'14 Value of Work: $ Parcel ID: 2,? t Zoning: Historic District: utr Description of Work: C� �C�C { rica� h/t �GC oSquare Footage: ........................................................................................................................ Permit Type: Building ❑ Electrical g Mechanical ❑ Plumbing ❑ Fire Sprinkler/Alarm ❑ Pool ❑ Sign ❑ Electrical: New Service — # of AMPS A OO Addition/Alteration ❑ Change of Service ❑ Temporary Pole ❑ Mechanical: Residential ❑ Non -Residential ❑ Replacement ❑ New ❑ (Duct Layout & Energy Ca1c. Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines Plumbing/New Residential: # of Water Closets Plumbing Repair —Residential ❑ Commercial ❑ Occupancy Type: Residential ❑ Construction Type: Commercial ❑ # of Stories: Industrial ❑ # of Dwelling Units: Occupancy Use Group(s): Flood Zone: (FEMA form required ) ...............................................................................AA......................................... Property Owner: Contractor: �/`tC� l�EiPc%"�C�1' �� ✓iC�' ,1 v(C f Address: Address: 10`3 ('f cei ///—K-Ae— SSf` wi e e FL �;4 -7 ((t( Phone: E-mail: Bonding Company: Address: Architect/Engineer: Address: Plan Review Contact Person: Phone: 4617'f 32'01 q f State License Number: CCC00314(4t Mortgage Lender: Address: Phone: Fax: Phone: _ Fax: E-mail: 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 suc ater management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requir is f Law, FS 3. Signature of Owner/Agent Date SignTe ofCJoJJR/tractor/Agent Date Jlaf7 /'�%aJC Z/ Print Owner/Agent's Name Prir► Contractor/Ag \\\ M T� � f1 1 116 Signature of Notary -State of Florida Date Signature of Nota S a $f W4ft 16 �� m ate � �G m ' i1S_ • T #CC5072ya a Owner/Agent is _Personally Known to Me or Contractor/Agent ii�j' ,pPer6Wl�oKt�tiwpQ� 1+ or Produced ID _ Produced ID �I�t� v'\\ APPROVALS: ZONING: //////I"III I111\,\\\ Special Conditions: Rev 02/2007 UTIL: FD: ENG: BLDG: 'j CITY OF SANFORD PERMIT APPLICATION q Application # ✓ v Submittal Date: � rr:�� Job Address:`0t S iqCGIaAt �yy� Value of Work: $ ` wy� - Parcel ID' Zoning: Historic District: Description of Work: j, S4rj� s0J-S� sho w" A-,r 0csk, Square Footage: '4 oo Permit Type: Building ❑ Electrical ❑ Mechanical Plumbing ❑ Fire Sprinkler/Alarm ❑ Pool ❑ Sign ❑ Electrical: New Service - # of AMPS Addition/Alteration ❑ Change of Service ❑ Temporary Pole ❑ Mechanical: Residential ❑ Non -Residential �� Replacement ❑ New PC (Duct Layout & Energy Calc. Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines_ Plumbing/New Residential: # of Water Closets Occupancy Type: Residential ❑ Commercial Industrial ❑ # of Gas Lines Plumbing Repair - Residential ❑ Commercial ❑ Occupancy Use Group(s): Construction Type: f # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required) ... ...... ..................... Property Owner: __ P� 11W S WC. Contractor: 1 1 I t eat 1"i cka n 1, ,_ � , LCL Address: s 5: (� , Address: 10 (. �i r " tL I P0A Ty i 1.5 L®e-%4 x�x- �1 27Sb fl�•lc r, F� 329 t� Phone: E-mail: Phone: -1430 State License Number: Bonding Company: Address: Architect/Engineer: Address: Plan Review Contact Person: Mortgage Lender: Address: Phone: Fax: Phone: Fax: E-mail: 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. Signature of Owner/Agent Print Owner/Agent's Name Date Signature of Notary -State of Florida Date Owner/Agent is _ Produced ID APPROVALS: ZONING: Special Conditions: Rev 02/2007 Personally Known to Me or UTIL, Lf - Signature of Contractor/Age% Date Wi 0 G I � M t1 Con rteT Print Contractor/Agent's 1\ ame ature of Notary -State of Fl da Date JU ANN NI. JOHNSON * MY COMMISSION # DD 2W22 EXPIRES: March 23, 2008 9lFor Fi o `° Bonded ?hru Budget Notary Services Contra or/Agent is Personally Known to Me or roduced ID T�(, Li FD: ENG: BLDG: CITY OF SANFORD P.O. BOX 1788 SANFORD FL 327721788 C E R T I F I C A T E O F O C C U P A N C Y P E R M A N E N T Issue Date . . . . . . 6/22/07 Parcel Number . . . . . 28.19.30.516-0000-0030 Property Address . . . 201 SPECIALTY PT SANFORD FL 32771 Subdivision Name . . . Legal Description . . . Property Zoning . . . . PUD Owner . . . . . . . . . Robert J. Maksimowicz & Marie Contractor . . . . RB MARKS CONSTRUCTION INC 407 880-1756 Application number 07-00001255 000 000 Description of Work INTERIOR COMMERCIAL REMODELING Construction type . . . TYPE IIB Occupancy type . . . . BUSINESS USE GROUP Flood Zone . . . . . . Approved . . . . . . . l/u'� Y✓ ✓��� l C% Building Officihl VOID UNLESS SIGNED BY BUILDING OFFICIAL In accordance with this Certificate of Occupancy, all inspections for compliance with Florida Building Code 2004 for occupancy and use have been performed and approved. If the construction project was permitted and built under the owner/builder contractor exemption of Florida State statute 489.103; refer to state statute regarding limitations on renting, lease or sale of this property. BP210U01 CITY OF SANFORD 6/22/07 Application Miscellaneous Information Maintenance 9:04:38 Application number . . . . 07 00001255 Parcel Number . . . . . . 28.19.30.516-0000-0030 Address . . . . . . . . . 201 SPECIALTY Type information, press Enter. 2=Change 4=Delete 5=Display Opt Code Date Print Miscellaneous Information _ HISB 4/19/07 Y NOC ON FILE, EXPIRES ON 3/21/08 HISB 4/19/07 Y all sub need to pull their seperates HISB 4/19/07 Y permits. _ HISB 6/14/07 Y co sign off: HISB 6/14/07 Y P&Z: MR 06.15.07 HISB 6/14/07 Y PW: N/A HISB 6/14/07 Y Fire: MM 06.21.07 HISB 6/14/07 Y Util: RB 06.21.07 Bottom F3=Exit F6=Add F12=Cancel C� CITY OF SANFORD PERMIT APPLICATION 2fiG167 Application #:07,`/�/5 Submittal Date: RE�E►vr) Job Address: Q s n P_ a& 4-h 11� W "I— Value of Work: $ Z 0®i 0 00. f FEB 1 )B Lj Parcel ID: t Zoning: Historic District: Description of Work:-:-8�EU� `Q.U1 Gn7 �� �� Square Footage: (O l o oO S ............................ .................................................................... I...................... Permit Type: Building Electrical ❑ Mechanical ❑ Plumbing ❑ Fire Sprinkler/Alarm ❑ Pool ❑ Sign ❑ Electrical: New Service - # of AMPS 400 Addition/Alteration ❑ Ch e of Service ❑ Temporary Pole# Mechanical: Residential ❑ Non -Residential 0 Replacement ❑ New Duct Layout & Energy Calc. Required) Plumbing/ New Commercial: # of Fixtures I I # of Water & Sewer Lines 9 # of Gas Lines SCJ Plumbing/New Residential: # of Water Closets Plumbing Repair- Residential 0 Commercial ❑ Occupancy Type: Residential El Commercial Industrial ❑ Occupancy Use Group(s): Construction Type: (nt�7�' # of Stories: _� # of Dwelling Units: _� Flood Zone: (FEMA form required ) ................................................................................................. �...................... Property Owner. f a&dd4ll PQi J I- h1 k L IU- Contractor: r)A a!'K S CQA)3—))w Ci1�d-Jt Address: ?�z) ��e,Z i /Jd IN i - Address. Z 2J r F L 2- Phone: Ej-mail: Phone: 23 Z D Z St to License Number. L&G OCO CE)17-8 Bonding Company: A-) I A Mortgage Lender: Address: Address- Architect/Engineer: TI l i I Sm 11 YTS s oL -)-2z-S Phone: /' 76 ! 6D q0�� Address: P� (boy 91 �Z�d �G I�tJ00 f L 3 Z 7 1p I S Q F.:N7 �D _ -ELLI Plan Review Contact Person:Phone: 0732521n_ Fax#0732321o3 E-mail: mby-g-.(limfg K6 Al AKK-S, Lot,( Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work of 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 BEFORERECORDING 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 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 VFlorida Lien JA,w,�F$ 713. Signature of Owner/Agent Print Owner/Agent's Name Signature of Notary -State of Florida Date Owner/Agent is _ Personally Known to Me or Produced ID l APPROVALS: ZON'w + bUTIL: FD: ,- Special Conditions: Rev 02/2007 (9 / I1171f�� re of Contractor/Agent \\\\\\ .E S+CO Print Contractor/Agent' erne � • � � a� � 16' �p`4,N •� 0 7 Signature of Not ..s gn ary-State of Florida * . #60 t)�� 9 1.,3 ° . Q ZZ — �.. � 0, p t CT Contractor/Agent is _ Personall Kno to Me�°r "-5- O Produced ID . 5, L 1 ENG: BLDG: CITY OF SANFORD FIRE DEPARTMENT FEES FOR SERVICES HONE # 407-302-2516 - FAX # 407-302-2526 DATE: G' PERMIT #: P: BUSINESS NAME 4ROJEF N\ 4um.0 W1 VU) /Jwz) ADDRESS: PHONE NO.: ���� --a �.d� FAX NO.: CONST. INSP. [ ] C / O INSP.:[ J REINSPECTION [ ] PLANS REVIEW [ ] F. A. (. ] F.S. [ ] HOOD (] PAINT BOOTH (] BURN PERMIT [ ] TENT PERMIT .f ] TANK PERMIT [ ] OTHER [ ] TOTAL FEES; S �� T (PER UNIT SEE BELOW) 6. 7. 8. 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. c __ Sanford Fire Prevention Division �� Applicant's Signature FAii Mar 19 2007 2:24PM HP 11 s Cft of S, Sumag 300 N. P PhWS: 4 Fam 40- Dtete: man h 19, 2W Contact Person: Mark Zara Cantad Phone !dumber. 407 Carat d E-ffM Addmss: mn Rdi!rr luster.071M Project Descr*dwn Tenant F Jab Address: 201 Specialty F The fdlowhV is a Na of the ai adopted by the Clly of SaMnrd be addnosed bekre the puts origfnai subm tfied fomiat. Q EngheWs sed must be subu t ARCIfffZCTURAL ft5 A >. ter The dewgrstates tha delamtrie V* ft proms that is mwided. If the si use group per fBC 311. ©� `! ` a Z The designer is 302. acmdanto and 24umm babveen a is i 1 -the raced irse is catrid then be used at the R 3 The redrawn with the sh M-1 provide fate erem carp bAlfg. FOC 13-101.L6. M-2 - tt: putts Inch to that It use this Wce, will be con M-3 The mecla*at pFarts, as €SIC GOL4 AVG PLAN PIMEW Contod Feat Number. 407-323-2103 of the subm tted� place Vot Gor tarred viaftboas aFf the co d antbroed by the MUM Dk4skwuThe violatkw*,.noted m r to apparo eeL Changes must be *MMW an the size as Ies to ow struction. ciownents that require an Anchft d ash ft-appropriate seal. this is a laced c=pamy use WoW far this bddre. F use group is applied per FOC 306, ptrvkJe the type of v ce Is far varehause thao lderrtiry It V Ah the aorreCt oocupI riot the octUPSncy use6 are to be seed w using Ff Blot 3o2.3.2 the won shall be 3-hours bed a B to r— and F-2JF-3. The nY elect to use secrion 3M.3.L * to used a staib went on- the pis. The one -how fire beret d �eskr�'v Ner "I be as msibie compOnt FSC 11-4.23. > ng camplk= as an awiph ua nklim se space wM be of a € cbxy use. Based on a fac wed as cad: Tfds space shall be mWAW do not demordbali ttsat Owe is a I return M4' Rerun air is not al owed resbowns. R4C Table 403.3 footnote b. eCfIvW4 eJ M-a Ail air suppged t o shalt be eadwusW. FMC 403.2.1. m P C ree o ec c-C s RUMIM P-1 Provide phrsribing plans. -1- �eua: S� >s `JPR-� CeS}gym d _.-pct��LP Y `o; ,old &�CtI Us7. .aa.a tvY t C: CTrn Mr L"bJMJt 1 F HX P. 2 W/" t � E-1 Rename the ad ftft at door bK ft to theme. FOC 1013.Z —)eE,rDUF-40 Any error or o in ft review shal not be cmubuo to grit a of any VMft of any of the a bed codes or ni*W ordWmrA s of this jiff n. Pkese direct arty may have to Wayne Thorne at (40) 330-MM or fax to (40 328.38S9. You may also me by E-maii at -2- ml City of Sanford Building Division 300 N. Park Ave Sanford, Florida 32771 Phone: 407-330-5656 Fax: 407-328-3859 PLAN REVIEW RESPONSE (Second Letter) 2rA ,,,,NWL Date: 4/6/2007 Contact Person: Mark Zareuskas Contact Phone Number: 407-323-2102 Contact Fax Number: 407-323-2103 Contact E-mail Address: mzareuskas@rbnarks.com Reference Number: 07-1255 Project Description: Tenant improvement Job Address: 201 Specialty Point. The following is a list of the areas of the submitted plans that contained violations of the codes adopted by the City of Sanford and enforced by the Building Division. The violations noted must be addressed before the plans can be approved. Changes must be submitted on the size as the original submitted format. Changes to construction documents that require an Architect or Engineer's seal must be submitted with the appropriate seal. ARCHITECTURAL A-1 The designer states that this is a mixed occupancy use group for this building. To determine that the proper F use group is applied per FBC 306, provide the type of work that is intended. If the space is for warehouse than identify it with the correct occupancy use group per FBC 311. 4/6/07 Comment: The plans have been revised to indicate that the warehouse will be for storage. I am assuming that the designer is intending the warehouse portion to be an S-1 occupancy use group as defined by FBC 311.2. If this is not the case please advise. A-2 The designer is indicating that the occupancy uses are to be separated per using FBC 302.3.2. In accordance to table 302.3.2 the separation shall be 3-hours between a B to F-1, and 2-hours between a B and F-2/F-3. The designer may elect to use section 302.3.1. If the non -separated use is to be used a statement on the plans. The one -hour fire barrier could then be used at the designer's discretion. 4/6/07 Comment: The plans are not marked to indicate that FBC 302.3.1 is being utilized as non separated use. Since the designer is showing a separation I am assuming that it is intended for occupancy separation per FBC 302.3.2. Table 302.3.2 indicates that the separation between the B occupancy use group and the S-1 occupancy use group shall be a 3-hour rated fire barrier. Footnote b does not apply. A-3 The restroom with the shower shall be accessible compliant. FBC 11-4.23. 4/6/07 Comment: The restroom as shown does not qualify as private use. See FPC chapter 2 for definitions of private and public or public utilization. If this was shown as from a private individual office then I could find it acceptable. BE PLUMBING P-1 Provide plumbing plans. 4/6/07 Comment: The plans do not match the shell permit plans. Additional fixtures have been installed Any error or omission in this plan review shall not be construed to grant approval of any violation of any of the adopted codes or municipal ordinances of this jurisdiction. Please direct any questions you may have to Wayne Thorne at (407) 330-5686 or fax to (407) 328-3859. You may also contact me by E-mail at thornew@ci.sanford.fl.us. -2- t Florida Energy Efficiency Code For Building Construction Florida Department of Community Affairs EnergyGauge F1aCom v 2.11 FORM 40OA-2004 Whole Building Performance Method for Commercial Buildings Jurisdiction: SANFORD, SEMINOLE COUNTY, FL (691500) Short Desc: Upsula Project: Up a es r , .E Owner: Upsula Business Park Address: Upsula Rd City: Sanford State: FL Zip: 0 Type: Office Class: New Finished building PermitNo: 0 Storeys: 1 *Conditioned Area: 4093 * denotes lighted *Cond + UnCond Area: 5715 area. Does not include wall crosection areas Max Tonnage: 5.0 (if different, write in) Compliance Summary Component Design Criteria Result Gross Energy Use 4,051.64 4,716.60 PASSES LIGHTING CONTROLS EXTERNAL LIGHTING A� EWED S HVAC SYSTEM LIAN VI PLANT CITE UFSANFOMIJ WATER HEATING SYSTEMS PIPING SYSTEMS Met all required compliance from Check List? PASSES None Entered PASSES None Entered PASSES None Entered Yes/No/NA IMPORTANT NOTE: An input report Print -Out from EnergyGauge Com of this design building must be submitted along with this Compliance Report:) 3/21 /2007 EnergyGauge F1aCom v 2.11 FORM 40OA-2004 I hereby certify that the plans and Review of the plans and specifications covered by this specifications covered by this calculation are calculation indicates compliance with the Florida Energy in compliance with the Florida Energy Code. Before construction is completed, this building will be Efficiency Code. inspected for compliance in accordance with Section 553.908, F.S. PREPARED BY: AMRIT GILL BUILDING OFFICIAL: DATE: DATE: I hereby certify that this building is in compliance with the Florida Energy Efficiency Code. OWNER AGENT: DATE: If required by Florida law, I hereby certify (*) that the system design is in compliance with the Florida Energy Code. REGISTRATION No. ARCHITECT: ELECTRICAL SYSTEM DESIGNER ANDREW LEGRO 61736 LIGHTING SYSTEM DESIGNER: ANDREW LEGRO 61736 MECHANICAL SYSTEM DESIGNER: MITESH SMART 52772 PLUMBING SYSTEM DESIGNER: MITESH SMART 52772 (*) Signature is required where Florida Law requires design to be performed by registered design professionals. Typed names and registration numbers may be used where all relevant information is contained on signed/sealed plans. 3/21/2007 EnergyGauge F1aCom v 2.11 FORM 400A-2004 2 Project: Upsula Title: Upsula Business Park Type: Office (WEA File: Orlando.TMY) Whole Building Compliance Design Reference Total 86.42 100.00 $4, 051.64 $4, 716.60 ELECTRICITY(MBtu/kWh/$ 86.42 100.00 80,710.00 93,398.00 $4, 051.64 $4, 716.60 AREA LIGHTS 15.09 18.63 14,088.00 17,393.00 $707.22 $878.35 MISC EQUIPMT 7.12 7.12 6,652.00 6,652.00 $333.93 $335.93 PUMPS & MISC 0.09 0.09 97.00 97.00 $4.87 $4.90 SPACE COOL 25.09 30.27 23,430.00 28,261.00 $1,176.19 $1, 427.18 VENT FANS 39.02 43.88 36,443.00 40,995.00 $1, 829.44 $2, 070.25 Credits & Penalties (if any): Modified Points: = 86.42 PASSES External Lighting Compliance Description Category Allowance Area or Length ELPA CLP (W/Unit) or No. of Units (W) (W) (Sgft or ft) None 3/21/2007 EnergyGauge F1aCom v 2.11 FORM 40OA-2004 Project: Upsula Title: Upsula Business Park Type: Office (WEA File: Orlando.TMY) Lighting Controls Compliance Acronym Ashrae Description Area No. of Design Min Compli- ID (sq.ft) Tasks CP CP ance Pr0Zo1Sp1 17 Office - Enclosed 225 1 2 1 PASSES PrOZolSpl 17 Office - Enclosed 225 1 2 1 PASSES PrOZo1Sp1 17 Office - Enclosed 196 1 2 1 PASSES PrOZo 1 Sp 1 15 Conference/meeting (Multiple 181 1 2 1 PASSES Functions) PrOZo5Spl 12 Lobby (General) - Reception and 556 1 2 1 PASSES Waiting Pr0Zo6Sp1 6 Toilet and Washroom 110 1 2 1 PASSES Pr0Zo7Sp1 ,001 Exhibit Space 456 1 2 1 PASSES PrOZo1Sp1 17 Office - Enclosed 143 1 2 1 PASSES PrOZo1Sp1 17 Office - Enclosed 143 1 2 1 PASSES Pr0Zo1Sp1 17 Office - Enclosed 287 1 2 1 PASSES PrOZo1Spl 17 Office - Enclosed 250 1 2 1 PASSES Pr0Zo1Sp1 17 Office - Enclosed 230 1 2 1 PASSES. Pr0ZolSpl 9 Food Service - Bar/Lounge 217 1 2 1 PASSES PrOZo1Sp1 3 Storage & Warehouse - Bulky 280 1 2 1 PASSES Active Storage PrOZo1Sp1 6 Toilet and Washroom 204 1 2 1 PASSES Pr0Zo1Sp1 5 Corridor 390 1 2 1 PASSES Pr0Zol7Sp1 3 Storage & Warehouse - Bulky 1,622 1 2 1 PASSES Active Storage PASSES 3/21/2007 EnergyGauge F1aCom v 2.11 FORM 400A-2004 Project: Upsula Title: Upsula Business Park Type: Office (WEA File: Orlando.TMY) System Report Compliance AHU-1 System 1 Constant Volume Air Cooled No. of Units Split System < 65000 Btu/hr 1 Component Category Capacity Design Eff Design IPLV Comp- Eff Criteria IPLV Criteria liance Cooling System Air Cooled < 65000 Btu/h 13.00 10.00 8.20 PASSES Cooling Capacity Air Handling Air Handler (Supply) - 0.80 0.90 PASSES System -Supply Constant Volume AHU-2 System 1 Constant Volume Air Cooled No. of Units Split System < 65000 Btu/hr 1 Component Category Capacity Design Eff Design IPLV Comp- Eff Criteria IPLV Criteria liance Cooling System Air Cooled < 65000 Btu/h 13.00 10.00 8.20 PASSES Cooling Capacity Air Handling Air Handler (Supply) - 0.80 0.90 PASSES System -Supply Constant Volume AHU-3 System 1 Constant Volume Air Cooled No. of Units Split System < 65000 Btu/hr 1 Component Category Capacity Design Eff Design IPLV Comp- Eff Criteria IPLV Criteria liance Cooling System Air Cooled < 65000 Btu/h 13.00 10.00 8.20 PASSES Cooling Capacity Air Handling Air Handler (Supply) - 0.80 0.90 PASSES System -Supply Constant Volume PASSES Plant Compliance Description Installed Size Design Min Design Min Category Comp No Eff Eff IPLV IPLV liance None 3/21/2007 EnergyGauge F1aCom v 2.11 FORM 400A-2004 Project: Upsula Title: Upsula Business Park Type: Office (WEA File: Orlando.TMY) Water Heater Compliance Description Type Category Design Min Design Max Comp Eff Eff Loss Loss liance Water Heater 1 Electric water heater <= 12 [kW] 0.92 0.86 PASSES PASSES Piping System Compliance Category Pipe Dia Is Operating Ins Cond Ins Req Ins Compliance [inches] Runout? Temp [Btu-in/hr Thick [in] Thick [in] [F] SF.F] None 3/21/2007 EnergyGauge F1aCom v 2.11 FORM 400A-2004 Project: Upsula Title: Upsula Business Park Type: Office (WEA File: Orlando.TMY) Other Required Compliance Category Section Requirement (write N/A in box if not applicable) Check Infiltration 406.1 Infiltration Criteria have been met ❑ System 407.1 HVAC Load sizing has been performed Ventilation 409.1 Ventilation criteria have been met ❑ ADS 410.1 Duct sizing and Design have been performed T & B 410.1 Testing and Balancing will be performed Motors 414.1 Motor efficiency criteria have been met Lighting 415.1 Lighting criteria have been met O & M 102.1 Operation/maintenance manual will be provided to owner Roof/Ceil 404.1 R-19 for Roof Deck with supply plenums beneath it Report 101 Input Report Print -Out from EnergyGauge FlaCom attached? 3/21/2007 EnergyGauge F1aCom v 2.11 FORM 40OA-2004 7 7 Project Name: Upsula Project Title: Upsula Business Park Address: Upsula Rd State: FL Zip: 0 Owner: Upsula Business Park EnergyGauge FlaCom v 2.11 INPUT DATA REPORT Project Information Orientation: North Building Type: Office Building Classification: New Finished building No.of Storeys: 1 GrossArea: 5715 Zones No Acronym Description Type Area Multiplier Total Area [sq [sfl 1 OFFICE 1 Zone 1 CONDITIONED 225.0 1 225.0 ❑ 2 OFFICE 2 Zone 1 CONDITIONED 225.0 1 225.0 ❑ 3 OFFICE 3 Zone 1 CONDITIONED 196.0 1 196.0 ❑ 4 CONF RM Zone 1 CONDITIONED 181.0 1 181.0 ❑ 5 RECEPTION Zone 5 CONDITIONED 556.0 1 556.0 ❑ 6 RESTROOM Zone 6 CONDITIONED 110.0 1 110.0 ❑ 3/21/2007 EnergyGauge F1aCom v 2.11 1 7 SHOW Zone 7 CONDITIONED 456.0 1 456.0 ❑ ROOM 8 OFFICE 4 Zone 1 CONDITIONED 143.0 1 143.0 ❑ 9 OFFICE 4 Zone 1 CONDITIONED 143.0 1 143.0 ❑ 10 SALES Zone 1 CONDITIONED 287.0 1 287.0 ❑ ROOM 11 SCH ROOM Zone 1 CONDITIONED 250.0 1 250.0 ❑ 12 SERVICE RM Zone 1 CONDITIONED 230.0 1 230.0 ❑ 13 BREAK RM Zone 1 CONDITIONED 217.0 1 217.0 ❑ 14 FILE ROOM Zone 1 CONDITIONED 280.0 1 280.0 ❑ 15 RESTROOM Zone 1 CONDITIONED 204.0 1 204.0 ❑ 16 HALL Zone 1 CONDITIONED 390.0 1 390.0 ❑ 17 WAREHOUS Zone 17 UNCONDITIONED 1622.0 1 1622.0 ❑ E Spaces No Acronym Description Type Depth Width Height Multi Total Area Total Volume [ft] IN [ft] plier [sf] [cf] In Zone: OFFICE 1 1 PrOZo 1 Sp 1 ZoOSp 1 Office - Enclosed 1.00 225.00 10.00 1 225.0 2250.0 ❑ In Zone: OFFICE 2 1 Pr0Zo 1 Sp 1 ZoOSp 1 Office - Enclosed 1.00 225.00 10.00 1 225.0 2250.0 ❑ In Zone: OFFICE 3 1 PrOZo 1 Sp 1 ZoOSp 1 Office - Enclosed 1.00 196.00 10.00 1 196.0 1960.0 ❑ In Zone: CONF RM 1 Pr0Zo 1 Sp 1 ZoOSp 1 Conference/meeting 1.00 181.00 10.00 1 181.0 1810.0 ❑ (Multiple Functions) In Zone: RECEPTION 1 PrOZo5Spl Zo0Sp1 Lobby (General) - Reception 1.00 556.00 10.00 1 556.0 5560.0 ❑ and Waiting In Zone: RESTROOM 1 PrOZo6Sp1 Zo0Sp1 Toilet and Washroom 1.00 110.00 10.00 1 110.0 1100.0 ❑ In Zone: SHOW ROOM 3/21/2007 EnergyGauge F1aCom v 2.11 I PrOZo7Sp1 Zo0Sp1 Exhibit Space 1.00 456.00 10.00 1 456.0 4560.0 In Zone: OFFICE 4 1 PrOZo1Spl ZoOSpI Office - Enclosed 1.00 143.00 10.00 1 143.0 1430.0 In Zone: OFFICE 4 1 PrOZo I Sp 1 ZoOSp 1 Office - Enclosed 1.00 143.00 10.00 1 143.0 1430.0 In Zone: SALES ROOM 1 PrOZo1Sp1 ZoOSpI Office - Enclosed 1.00 287.00 10.00 1 287.0 2870.0 In Zone: SCH ROOM I PrOZo 1 Sp 1 ZoOSp 1 Office - Enclosed 1.00 250.00 10.00 1 250.0 2500.0 In Zone: SERVICE RM 1 PrOZolSpl ZoOSpI Office - Enclosed 1.00 230.00 10.00 1 230.0 2300.0 In Zone: BREAK RM 1 PrOZo 1 Sp 1 ZoOSp 1 Food Service - Bar/Lounge 1.00 217.00 10.00 1 217.0 2170.0 In Zone: FILE ROOM 1 PrOZo 1 Sp 1 ZoOSp 1 Storage & Warehouse - 1.00 280.00 10.00 1 280.0 2800.0 Bulky Active Storage In Zone: RESTROOM 1 PrOZo1Sp1 ZoOSpI Toilet and Washroom 1.00 204.00 10.00 1 204.0 2040.0 In Zone: HALL 1 PrOZo1Sp1 ZoOSp1 Corridor 1.00 390.00 10.00 1 390.0 3900.0 In Zone: WAREHOUSE 1 PrOZo 17Sp 1 ZoOSp 1 Storage & Warehouse - 1.00 1622.00 10.00 1 1622.0 16220.0 ❑ Bulky Active Storage Lighting No Type Category No. of Watts per Power Control Type No.of Luminaires Luminaire [W] Ctrl pts In Zone: OFFICE 1 In Space: Pr0Zo1Sp1 1 Compact Fluorescent General Lighting 1 200 200 Manual On/Off 2 In Zone: OFFICE 2 In Space: Pr0Zo1Sp1 1 Compact Fluorescent General Lighting 1 200 200 Manual On/Off 2 ❑ 3/21/2007 EnergyGauge F1aCom v 2.11 In Zone: OFFICE 3 In Space: PrOZo1Sp1 1 Compact Fluorescent General Lighting 1 200 200 Manual On/Off 2 In Zone: CONF RM In Space: PrOZo1Sp1 1 Compact Fluorescent General Lighting 1 200 200 Manual On/Off 2 In Zone: RECEPTION In Space: Pr0Zo5Sp1 1 Compact Fluorescent General Lighting 1 500 500 Manual On/Off 2 El In Zone: RESTROOM In Space: Pr0Zo6Sp1 1 Compact Fluorescent General Lighting 1 50 50 Manual On/Off 2 In Zone: SHOW ROOM In Space: Pr0Zo7Sp1 1 Compact Fluorescent General Lighting 1 450 450 Manual On/Off 2 In Zone: OFFICE 4 In Space: Pr0Zo1Sp1 1 Compact Fluorescent General Lighting 1 150 150 Manual On/Off 2 ❑ In Zone: OFFICE 4 In Space: PrOZo1Sp1 1 Compact Fluorescent General Lighting 1 150 150 Manual On/Off 2 In Zone: SALES ROOM In Space: PrOZo1Sp1 1 Compact Fluorescent General Lighting 1 250 250 Manual On/Off 2 In Zone: SCH ROOM In Space: Pr0Zo1Sp1 1 Compact Fluorescent General Lighting 1 250 250 Manual On/Off 2 In Zone: SERVICE RM In Space: Pr0Zo1Sp1 1 Compact Fluorescent General Lighting 1 250 250 Manual On/Off 2 In Zone: BREAK RM In Space: PrOZo1Sp1 1 Compact Fluorescent General Lighting 1 250 250 Manual On/Off 2 In Zone: FILE ROOM In Space: PrOZo1Sp1 1 Compact Fluorescent General Lighting 1 200 200 Manual On/Off 2 3/21/2007 EnergyGauge FlaCom v 2.11 4 In Zone: RESTROOM In Space: Pr0Zo1Sp1 1 Compact Fluorescent General Lighting 1 150 150 Manual On/Off 2 In Zone: HALL In Space: Pr0Zo1Sp1 1 Compact Fluorescent General Lighting 1 250 250 Manual On/Off 2 El In Zone: WAREHOUSE In Space: Pr0Zo17Sp1 1 Compact Fluorescent General Lighting 1 900 900 Manual On/Off 2 El Walls No Description Type Width H (Effec) Multi Area DirectionConductance Heat Dens. R-Value [ft] [ft] plier [sf] [Btu/hr. sf. F] Capacity [Ib/cf] [h.sLF/Btu] [Btu/sf.F] In Zone: OFFICE 1 1 PrOZolWal 8"CMU/3/4"ISO 14.50 10.00 1 145.0 North 0.2642 9.6960 62.72 3.79 BTWN24"oc/5/8 Gyp - 2 PrOZo1Wa2 8"CMU/3/4"ISO 15.50 10.00 1 155.0 West 0.2642 9.6960 62.72 3.79 ❑ 13TWN24"oc/5/8 Gyp In Zone: OFFICE 2 1 PrOZOIWa2 8"CMU/3/4°ISO 15.50 10.00 1 155.0 West 0.2642 9.6960 62.72 3.79 ❑ BTWN24"oc/5/8 Gyp In Zone: OFFICE 3 1 PrOZo1Wa2 8"CMU/3/4"ISO 13.50 10.00 1 135.0 West 0.2642 9.6960 62.72 3.79 BTWN24"oc/5/8 Gyp In Zone: CONF RM 1 PrOZo1Wa2 8"CMU/3/4"ISO 12.50 10.00 1 125.0 West 0.2642 9.6960 62.72 3.79 13TWN24"oc/5/8 Gyp In Zone: RECEPTION 1 PrOZo5Wal 8"CMU/3/4"ISO 10.50 10.00 1 105.0 West 0.2642 9.6960 62.72 3.79 13TWN24"oc/5/8 Gyp In Zone: RESTROOM 3/21/2007 EnergyGauge FlaCom v 2.11 I PrOZo6Wal 8"CMU/3/4"ISO 6.50 10.00 1 65.0 North 0.2642 9.6960 62.72 3.79 BTWN24"oc/5/8 Gyp In Zone: SHOW ROOM 1 PrOZo7Wal 8"CMU/3/4"ISO 31.00 10.00 1 310.0 West 0.2642 9.6960 62.72 3.79 BTWN24"oc/5/8 Gyp 2 PrOZo7Wa2 8"CMU/3/4"ISO 14.50 10.00 1 145.0 South 0.2642 9.6960 62.72 3.79 BTWN24"oc/5/8 Gyp In Zone: OFFICE 4 1 PrOZolWa2 8"CMU/3/4"ISO 11.00 10.00 1 110.0 South 0.2642 9.6960 62.72 3.79 BTWN24"oc/5/8 Gyp In Zone: OFFICE 4 1 PrOZolWa2 8"CMU/3/4"ISO 11.00 10.00 1 110.0 South 0.2642 9.6960 62.72 3.79 BTWN24"oc/5/8 Gyp In Zone: SALES ROOM 1 PrOZolWal 8°CMU/3/4"ISO 22.50 10.00 1 225.0 South 0.2642 9.6960 62.72 3.79 BTWN24"oc/5/8 Gyp 2 PrOZolWa2 8"CMU/3/4"ISO 12.75 10.00 1 127.5 East 0.2642 9.6960 62.72 3.79 BTWN24"oc/5/8 Gyp In Zone: SCH ROOM 1 PrOZolWa2 8"CMU/3/4"ISO 14.75 10.00 1 147.5 East 0.2642 9.6960 62.72 3.79 BTWN24"oc/5/8 Gyp In Zone: SERVICE RM 1 PrOZolWa2 8"CMU/3/4"ISO 13.50 10.00 1 135.0 East 0.2642 9.6960 62.72 3.79 BTWN24"oc/5/8 Gyp In Zone: BREAK RM 1 PrOZoIWa2 8"CMU/3/4"ISO 12.75 10.00 1 127.5 East 0.2642 9.6960 62.72 3.79 BTWN24"oc/5/8 Gyp In Zone: WAREHOUSE 1 PrOZol7Wal 8"CMU/3/4"ISO 45.00 10.00 1 450.0 East 0.2642 9.6960 62.72 3.79 BTWN24"oc/5/8 Gyp 3/21/2007 EnergyGauge FlaCom v 2.11 6 2 PrOZOI7Wa2 8"CMU/3/4"ISO 32.00 10.00 1 320.0 North 0.2642 9.6960 62.72 3.79 BTWN24"oc/5/8 Gyp Windows No Description Type Shaded U SHG Vis.Tr W H (Effec) Multi Total Area [Btu/hr sf F] IN [ft] plier [sfl In Zone: CONF RM In Wall: WEST 1 PrOZolWa2Wil SINGLE CLEAR No 1.0018 0.81 0.88 4.00 5.00 1 20.0 El In Zone: OFFICE 1 In Wall: WEST 1 PrOZOIWa2WiI SINGLE CLEAR No 1.0018 0.81 0.88 4.00 5.00 1 20.0 In Zone: OFFICE 2 In Wall: WEST 1 PrOZoIWa2WiI SINGLE CLEAR No 1.0018 0.81 0.88 4.00 5.00 1 20.0 In Zone: OFFICE 3 In Wall: WEST 1 PrOZoIWa2WiI SINGLE CLEAR No 1.0018 0.81 0.88 4.00 5.00 1 20.0 El In Zone: OFFICE 4 In Wall: SOUTH 1 PrOZolWa2Wil SINGLE CLEAR No 1.0018 0.81 0.88 4.00 5.00 1 20.0 ❑ 1 PrOZOIWa2WiI SINGLE CLEAR No 1.0018 0.81 0.88 4.00 5.00 1 20.0 ❑ In Zone: SALES ROOM In Wall: EAST 1 PrOZoIWa2WiI SINGLE CLEAR No 1.0018 0.81 0.88 4.00 5.00 1 20.0 ❑ In Zone: SCH ROOM In Wall: EAST 1 PrOZOIWa2WiI SINGLE CLEAR No 1.0018 0.81 0.88 4.00 5.00 1 20.0 In Zone: SERVICE RM In Wall: EAST 1 PrOZolWa2Wil SINGLE CLEAR No 1.0018 0.81 0.88 4.00 5.00 1 20.0 In Zone: SHOW ROOM In Wall: SOUTH 1 PrOZo7Wa2WiI SINGLE CLEAR No 1.0018 0.81 0.88 5.00 5.00 1 25.0 ❑ In Wall: WEST 1 PrOZo7Wa1Wil SINGLE CLEAR No 1.0018 0.81 0.88 15.00 5.00 1 75.0 ❑ 3/21/2007 EnergyGauge FlaCom v 2.11 Doors No Description Type Shaded? Width H (Effec) Multi Area Cond. Dens. Heat Cap. R-Value IN [ft] plier [sf] [Btu/hr. sf. F] [lb/cf] [Btu/sf. F] [h.sf.F/Btu] In Zone: BREAK RM In Wall: EAST 1 PrOZ013WalDrl Solid core flush No 3.00 8.00 1 24.0 0.5834 0.00 0.00 1.71 ❑ In Zone: WAREHOUSE In Wall: EAST 1 PrOZ017WalDrl Solid core flush No 27.00 8.00 1 216.0 0.5834 0.00 0.00 1.71 ❑ Roofs No Description Type Width H (Effec) Multi Area Tilt Cond. Heat Cap Dens. R-Value IN IN plier [sf] [deg] [Btu/hr. Sf. F] [Btu/sf. F] [lb/cf] [h.sf.F/Btu] In Zone: OFFICE 1 1 PrOZoIRfl Built-up Gravel/2" 225.00 1.00 1 225.0 0.00 0.0499 1.49 9.50 20.05 ❑ ISO/Mtl Deck In Zone: OFFICE 2 1 PrOZolRfl Built-up Gravel/2" 225.00 1.00 1 225.0 0.00 0.0499 1.49 9.50 20.05 ❑ ISO/Mtl Deck In Zone: OFFICE 3 1 PrOZo1Rfl Built-up Gravel/2" 196.00 1.00 1 196.0 0.00 0.0499 1.49 9.50 20.05 ISO/Mtl Deck In Zone: CONF RM 1 PrOZo1Rfl Built-up Gravel/2" 181.00 1.00 1 181.0 0.00 0.0499 1.49 9.50 20.05 ❑ ISO/Mtl Deck In Zone: RECEPTION 1 PrOZo5Rfl Built-up Gravel/2" 556.00 1.00 1 556.0 0.00 0.0499 1.49 9.50 20.05 ❑ ISO/Mtl Deck In Zone: RESTROOM 1 PrOZo6Rfl Built-up Gravel/2" 110.00 1.00 1 110.0 0.00 0.0499 1.49 9.50 20.05 ❑ ISO/Mtl Deck In one: SHOW ROOM 1 PrOZo7Rfl Built-up Gravel/2" 456.00 1.00 1 456.0 0.00 0.0499 1.49 9.50 20.05 ❑ ISO/Mtl Deck In Zone: OFFICE 4 3/21/2007 EnergyGauge F1aCom v 2.11 I PrOZoIRfl Built-up Gravel/2" 143.00 1.00 1 143.0 0.00 0.0499 1.49 9.50 20.05 ❑ ISO/Mtl Deck In Zone: OFFICE 4 1 PrOZoIRfl Built-up Gravel/2" 143.00 1.00 1 143.0 0.00 0.0499 1.49 9.50 20.05 ❑ ISO/Mtl Deck In Zone: SALES ROOM 1 PrOZoIRfl Built-up Gravel/2" 287.00 1.00 1 287.0 0.00 0.0499 1.49 9.50 20.05 ❑ ISO/Mtl Deck In Zone: SCH ROOM 1 PrOZo1Rfl Built-up Gravel/2" 250.00 1.00 1 250.0 0.00 0.0499 1.49 9.50 20.05 ❑ ISO/Mtl Deck In Zone: SERVICE RM 1 PrOZo1Rfl Built-up Gravel/2" 230.00 1.00 1 230.0 0.00 0.0499 1.49 9.50 20.05 ❑ ISO/Mtl Deck In Zone: BREAK RM 1 PrOZoIRfl Built-up Gravel/2" 217.00 1.00 1 217.0 0.00 0.0499 1.49 9.50 20.05 ❑ ISO/Mtl Deck In Zone: FILE ROOM 1 PrOZoIRfl Built-up Gravel/2" 280.00 1.00 1 280.0 0.00 0.0499 1.49 9.50 20.05 ❑ ISO/Mtl Deck In Zone: RESTROOM 1 PrOZoIRfl Built-up Gravel/2" 204.00 1.00 1 204.0 0.00 0.0499 1.49 9.50 20.05 ❑ ISO/Mtl Deck In Zone: HALL 1 PrOZoIRfl Built-up Gravel/2" 390.00 1.00 1 390.0 0.00 0.0499 1.49 9.50 20.05 ❑ ISO/Mtl Deck In Zone: WAREHOUSE 1 PrOZo 17Rfl Built-up Gravel/2" 1622.00 1.00 1 1622.0 0.00 0.0499 1.49 9.50 20.05 ❑ ISO/Mtl Deck Skylights No Description Type U SHGC Vis.Trans W H (Effec) Multiplier Area Total Area [Btu/hr sf F] [ft] IN [Sf] [Sf] In Zone: In Roof: 3/21/2007 EnergyGauge F1aCom v 2.11 Floors No Description Type Width H (Effec) Multi Area Cond. Heat Cap. Dens. R-Value [ft] IN plier [sf] [Btu/hr. sf. F] [Btu/sf. F] [lb/cf] [h.sf.F/Btu] In Zone: OFFICE 1 1 PrOZo1F11 Concrete floor, 225.00 1.00 1 225.0 0.5987 9.33 140.00 1.67 ❑ carpet and rubber pad In Zone: OFFICE 2 1 PrOZo1F11 Concrete floor, 225.00 1.00 1 225.0 0.5987 9.33 140.00 1.67 ❑ carpet and rubber pad In Zone: OFFICE 3 1 Pr0Zo1F11 Concrete floor, 196.00 1.00 1 196.0 0.5987 9.33 140.00 1.67 ❑ carpet and rubber pad In Zone: CONF RM 1 PrOZo1F11 Concrete floor, 181.00 1.00 1 181.0 0.5987 9.33 140.00 1.67 ❑ carpet and rubber pad In Zone: RECEPTION 1 Pr0Zo5F11 Concrete floor, 556.00 1.00 1 556.0 0.5987 9.33 140.00 1.67 ❑ carpet and rubber pad In Zone: RESTROOM 1 PrOZo6F11 Concrete floor, 110.00 1.00 1 110.0 0.5987 9.33 140.00 1.67 ❑ carpet and rubber pad In Zone: SHOW ROOM 1 PrOZo7F11 Concrete floor, 456.00 1.00 1 456.0 0.5987 9.33 140.00 1.67 ❑ carpet and rubber pad In Zone: OFFICE 4 1 PrOZo1F11 Concrete floor, 143.00 1.00 1 143.0 0.5987 9.33 140.00 1.67 ❑ carpet and rubber pad In Zone: OFFICE 4 3/21/2007 EnergyGauge FlaCom v 2.11 10 I PrOZoIF11 Concrete floor, 143.00 1.00 1 143.0 0.5987 9.33 140.00 1.67 ❑ carpet and rubber pad In Zone: SALES ROOM 1 PrOZolFll Concrete floor, 287.00 1.00 1 287.0 0.5987 9.33 140.00 1.67 ❑ carpet and rubber pad In Zone: SCH ROOM 1 PrOZo1F11 Concrete floor, 250.00 1.00 1 250.0 0.5987 9.33 140.00 1.67 ❑ carpet and rubber pad In Zone: SERVICE RM 1 Pr0Zo1F11 Concrete floor, 230.00 1.00 1 230.0 0.5987 9.33 140.00 1.67 ❑ carpet and rubber pad In Zone: BREAK RM 1 PrOZo1F11 Concrete floor, 217.00 1.00 1 217.0 0.5987 9.33 140.00 1.67 ❑ carpet and rubber pad In Zone: FILE ROOM 1 PrOZo1F11 Concrete floor, 280.00 1.00 1 280.0 0.5987 9.33 140.00 1.67 ❑ carpet and rubber pad In Zone: RESTROOM 1 PrOZo1F11 Concrete floor, 204.00 1.00 1 204.0 0.5987 9.33 140.00 1.67 ❑ carpet and rubber pad In Zone: HALL 1 PrOZOlF11 Concrete floor, 390.00 1.00 1 390.0 0.5987 9.33 140.00 1.67 ❑ carpet and rubber pad In Zone: WAREHOUSE 1 Pr0Zol7F11 Concrete floor, 1622.00 1.00 1 1622.0 0.5987 9.33 140.00 1.67 ❑ carpet and rubber pad Systems 3/21/2007 EnergyGauge F1aCom v 2.11 11 AHU-1 System 1 Constant Volume Air Cooled Split System < 65000 Btu/hr No. Of Units 1 Component Category Capacity Efficiency IPLV 1 2 Cooling System (Air Cooled < 65000 Btu/h Cooling Capacity) Air Handling System -Supply (Air Handler (Supply) - Constant Volume) 60000.00 13.00 2000.00 0.80 8.20 AHU-2 System 1 Constant Volume Air Cooled Split System < 65000 Btu/hr No. Of Units 1 Component Category Capacity Efficiency IPLV 1 2 Cooling System (Air Cooled < 65000 Btu/h Cooling Capacity) Air Handling System -Supply (Air Handler (Supply) - Constant Volume) 36000.00 13.00 1200.00 0.80 8.20 ❑ ❑ AHU-3 System 1 Constant Volume Air Cooled Split System < 65000 Btu/hr No. Of Units 1 Component Category Capacity Efficiency IPLV 1 2 Cooling System (Air Cooled < 65000 Btu/h Cooling Capacity) Air Handling System -Supply (Air Handler (Supply) - Constant Volume) 60000.00 13.00 2000.00 0.80 8.20 ❑ ❑ Plant Equipment Category Size Inst.No Eff. IPLV Water Heaters W-Heater Description Capacit Cap.Unit I/P Rt. Efficient Loss 1 Electric water heater 50 [Gal] 9 [kW] 0.9200 [Ef] [Btu/h] 3/21/2007 EnergyGauge FlaCom v 2.11 12 Ext-Lighting Description Category No. of Watts per Area/Len/No. of units Luminaires Luminaire [sf/ft/No] Control Type Wattage [W] Piping No Type Operating Insulation Temperature Conductivity [F] [ Btu-in/h.sLF] Nomonal pipe Diameter [in] Insulation Is Runout? Thickness [in] El Fenestration Used Name Glass Type No. of Glass SHGC VLT Conductance Panes [Btu/h.sf.F] ApLbWndl SINGLE CLEAR 1 1.0018 0.8150 0.8810 ❑ Materials Used Mat No Acronym Description Only R-Value RValue Thickness Conductivity Density SpecificHeat Used [h.sf.F/Btu] IN [Btu/h.ft.F] [lb/cf] [Btu/Ib.F] 187 Mat1187 GYP OR PLAS No 0.4533 0.0417 0.0920 50.00 0.2000 ❑ BOARD,1 /2IN 151 Mat1151 CONC HW, DRD, 140LB, No 0.4403 0.3333 0.7570 140.00 0.2000 ❑ 4IN 178 Mat1178 CARPET W/RUBBER PAD Yes 1.2300 ❑ 3/21/2007 EnergyGauge FlaCom v 2.11 13 105 Matl105 CONC BLK HW, 8IN, No 1.1002 0.6667 0.6060 69.00 0.2000 ❑ HOLLOW 269 Mat1269 .75" ISO BTWN24" oc No 2.2321 0.0625 0.0280 4.19 0.3000 ❑ 23 Mat123 6 in. Insulation No 20.0000 0.5000 0.0250 5.70 0.2000 ❑ 248 Mat1248 ROOF GRAVEL OR No 0.0500 0.0417 0.8340 55.00 0.4000 ❑ SLAG1/21N Constructs Used Simple Massless Conductance Heat Capacity Density RValue No Name Construct Construct [Btu/h.sf.F] [Btu/sf.F] [lb/cf] [h.sLF/Btu] 1004 Concrete floor, carpet and rubber pad No No 0.60 9.33 140.00 1.6703 ❑ Layer Material Material Thickness Framing No. [ft] Factor 1 151 CONC HW, DRD, 140LB, 41N 0.3333 0.00 ❑ 2 178 CARPET W/RUBBER PAD 0.00 ❑ Simple Massless Conductance Heat Capacity Density RValue No Name Construct Construct [Btu/h.sf.F] [Btu/sf.F] [lb/cf] [h.sf.F/Btu] 1014 8"CMU/3/4"ISO BTWN24"oc/5/8 Gyp No No 0.26 9.70 62.72 3.7856 ❑ Layer Material Material Thickness Framing No. [ft] Factor 1 105 CONC BLK HW, 8IN, HOLLOW 0.6667 0.00 ❑ 2 269 .75" ISO BTWN24" oc 0.0625 0.00 ❑ 3 187 GYP OR PLAS BOARD,1/2IN 0.0417 0.00 ❑ 3/21/2007 EnergyGauge F1aCom v 2.11 14 No Name 1023 Solid core flush Simple Massless Conductance Heat Capacity Density RValue Construct Construct [Btu/h.sf.F] [Btu/sf.F] [lb/cf] [h.sLF/Btu] No Yes 0.58 1.7141 ❑ Layer Material Material Thickness No. IN 1 274 Solid core flush (1.375") No Name Simple Massless Conductance Construct Construct [Btu/h.sf.F] 1045 Built-up Gravel/2" ISO/Mtl Deck No No 0.05 Layer Material Material No. 1 248 ROOF GRAVEL OR SLAG1/21N 2 23 6 in. Insulation Framing Factor 0.00 ❑ Heat Capacity Density RValue [Btu/sEF] [lb/cf] [h.sLF/Btu] 1.49 9.50 20.0500 ❑ Thickness Framing IN Factor 0.0417 0.00 ❑ 0.5000 0.00 ❑ 3/21/2007 EnergyGauge FlaCom v 2.11 15 Y .--I'— -•- •- —_• •. — -- ,. wws „ w.w ,w ua ,rwvlra/v.11 alt'1'ILEI 1, s .. Prepared by and return to: Angela D. Shaw, Esq./NW MILLER, SOUTH & MILHAUSEN, P.A. 1000 Legion Place, Suite 1200 -Orlando, FL 32801 File No. 2789-19 NOTICE OF COMMENCEMENT MARYAW& M!'ti E, CLERK OF CIRCUIT COURT SEMINDLE COUNTY BK 06631 Pqs 1743 - 1744; (2p9s) GLERKI S # 2007042740 RECORDED 0112112007 03:14:45 PH RCCORDINS FEES 18.50 RECORDED BY T Smith THE UNDERSIGNED hereby gives notice that improvements 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 and street address if available).: Lot 3, UPSALA BUSINESS PARK, according to the Plat thereof, as recorded in Plat Book 69, Pages 12 and 13, Public .Records of Seminole County, Florida. 2. General description of improvement: Construction of an office warehouse facility to and related improvements, according to plans and specifications 3. Owner information: (a) Name and Address: SPECIALTY POINT HOLDINGS, LLC 585 S. Ronald Reagan Boulevard Longwood, Florida 32750 (b) Interest in property: Fee Simple (c) Name and address of fee simple titleholder (if other than - Owner): 4. Contractor (name and address): (a) Name: RB Marks Construction, Inc (b) Address: 2605 W. Lake Mary Boulevard, Suite 111 Maitland, FL 32751 5. Surety Information: (a) Name and Address: N/A (b) Amount of Bond $ N/A 6. Lender Information: (a) Name and address: UNITED HERITAGE BANK 100 East Packwood Avenue Maitland, FL 32751 OER r�E1t� COPS NNr` sna�SE (b) Designated contact: Tim Dunham, Senior V.P. 7. Name and address of person 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: N/A (b) Address: N/A 8. In addition to himself, Owner designates Tim Dunham, Senior Vice President of UNITED HERITAGE BANK, 100 Packwood Avenue, Maitland, Florida 32751, to receive a copy of the Lienor's Notice as provided in Section 713.13 (1) (b), Florida Statutes. 9. Expiration date of Notice of Commencement (the expiration date is one (1) year from the date of recording unless a different date is specified): SPECIALTY POINT HOLDINGS, LLC, a Florida limited liability company B Y� David L . Mon ag-u+e As its: Managing Member STATE OF FLORIDA ) SS. COUNTY OF ORANGE ) The foregoing instrument was acknowledged before,me this day of March, 2007, by David L. Montague, as Managing Member of SPECIALTY POINT HOLDINGS, LLC, a Florida limited liability company, on behalf of said company, who is either (a) personally known to me or (b) has produced Q L'6) 1tU2A as identification. P�.; NANCY R. WALKER *' MY COMMISSION #DD312089 NOTARY P LIC- State of. Florida �•. r'aEXPIRES: April 20 2008 Nancy R. Walker pF F.':F, Bonded Thru Notary Public Urndervmters Print Name My Commission Expires: r SANFORD FIRE DEPARTMENT FIRE PREVENTION DIVISION 300 N. Park Ave., Sanford, Fl. 32771 / P. O. Box 1788, Sanford, FI.32772 (407) 302-2516/FAX (407) 302-2526 Fire Marshal Robles Plans Review Sheet Date: April 18, 2007 Business Address: 201 Specialty Court. Occur. Ch. 40 (Neh) Storage SHELL ONLY Business Name: Maksimowic interior build out of a Shell Contractor: RB Marks Construction. (407) 323-2102 Fax ( 407)323-2103 Reviewed [] Reviewed with comment [X]' Rejected [] Reviewed by: Timothy Robles, Fire Marshal Comment: Plans reviewed as 40 (New)Storage Occu ancy. FD reserves right to require applicable code requirements if occupancy use changes. If building is added on in the future and exceeds an additional 2,000 ft fire wall or fire sprinkler system or both will be required. 1.1 Application — Construct a new interior Shell 1.2 Mixed —N/A 1.3 Special Definitions — N/N 1.4 Classification of Occupancy - 40 (New)Storage Occupancy. 1.5 Classification of Hazard of Contents - Ordinary; per F.F.P. C.-6.2.2.3 1H SANFORD FIRE DEPARTMENT FIRE PREVENTION DIVISION ' 300 N. Park Ave., Sanford, Fl. 32771 / P. O. Box 1788, Sanford, Fl. 32772 (407) 302-2516/FAX (407) 302-2526 Fire Marshal Robles 1.6 Minimum Construction — Shall meet the Florida Building Code 2004 edition 2.2 Means of Egress Components —.Two exits required 2.3 Capacity of Egress— One person per 1 S sq. ft 2.4 Number of Exits —Two (2) O.K., per section 7.4 2.5 Arrangement of Egress — 2.6 Travel Distance — ok 2.7 Discharge from Exits — O.K., will field verify 2.8 Illumination of Means of Egress —Required with battery_back up 2.9 Emergency Lighting—, Required 2.10 Marking of Means of Egress - Required 2.11 Special Features — O.K. 3.1 Protection of Vertical Openings — Required per the Florida Building Code 3.2 Protection from Hazards — Required per the Florida Building Code 3.3 Interior Finish — Class `B" 3.4 Detection, Alarm and Communications Systems — 3.5 Extinguishing Requirements - as per NFPA 10, three(3) Fire extinguishers required 3A-60-10 BC 4 Special Provisions - 5 Building Services 5.1 Utilities — 5.2 HVAC —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: Not Required; Per City Fire Code #9 Monitoring: Other: NFPA 1 2 W. SANFORD FIRE DEPARTMENT FIRE PREVENTION DIVISION 300 N. Park Ave., Sanford, Fl. 32771 / P. O. Box 1788, Sanford, Fl. 32772 (407) 302-2516/FAX (407) 302-2526 Fire Marshal Robles 3-5.1 Fire Lanes — Not Required 3-6.1 Key Boxes — Not Required 3-7.1 Bldg. Address Number Posted and Legible — Required six numbers contrasting in color to building. CITY OF SANFORD PERMIT APPLICATION RECEIVED Application # :n — r ` 1.0` r rJob Address: of 01 3JXG4 OJ/4/ Pt, Parcel ID: �JID Zoning: Submittal Date: APR 2 7 2007 Value of Work: $ al Historic District: g�� Description of Work: 1,,11aJMr1S- OCAS Square Footage: ................... . `J'-?�1�l. ll :CKr. �IrK���:t::::di. �tJi........................................................... Permit Type: Buildi Electrical ❑ Mechanical ❑ Plumbing ❑ Fire Sprinkler/Alarm Er"' Pool ❑ Sign ❑ Electrical: New Service — # of AMPS Addition/Alteration ❑ Change of Service ❑ Temporary Pole ❑ Mechanical: Residential ❑ Non -Residential ❑ Replacement ❑ New ❑ (Duct Layout & Energy Calc. Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines Plumbing/New Residential: # of Water Closets Occupancy Type: Residential ❑ Commercial ❑ Industrial ❑ Construction Type: # of Stories: # of Dwelling Units: Plumbing Repair— Residential ❑ Commercial ❑ Occupancy Use Group(s): Flood Zone: (FEMA form required ) .................. . .. ................................ 'NtA(Ri � 'fi'�,t�jue.�r.:edo'�`'tt:Ustie..-ror'..... .............................. . Property Owner: R -i-Z ow ir 2 -T( t4s+cc Contractor: \1/T' U - r p _� SLY-] Address: 530 eJ • 90 odd REC QC10 6 W. Address: 'lo N V l Y1L',�(�..I"C� 9d V_,Qna zxrJ TL 3--� 15-D C IOI-& EL 3-2911 Phone: E-mail: Phone: Oi 105 g032State License Number: eFdDao 77a Bonding Company: Address: Architect/Engineer: Address: Plan Review Contact Person: Mortgage Lender: Address: Phone: Fax: Phone: Fax: E-mail: 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 1 will notify the owner of the property of the requirements of Florida Lien Law, FS 3. Signature of Owner/Agent Date Signature Contractor/Agent 11 Date �&49S- 0LrhP A, Print Owner/Agent's Name Print Contr for/Agent's Name I EDWARDS Signature of Notary -State of Florida Date Signature ary-State 0f?7 Z064*08 10/15=0 FbAda NotaryAssn.. kv Owner/Agent is _ Personally Known to Me or Contractor/Agent is k PPrSQ Known to ivle o& _ Produced ID Predtteed'FD 66( IQ) APPROVALS: ZONING: UTIL: FD• ENG: BLDG — &�- I - 1 7 - oAr Special Conditions: Rev 02/2007 xyy� CITY OF SANFORD FIRE DEPARTMENT FEES FOR SERVICES PHONE # 407-302-2516 • FAX # 407-302-2526 DATE: PERMIT #: BUSINESS NAME / PROJECT:��C 1 ADDRESS:_ o�O C, tI1,�--- - F77 PHONE NO.: FAX CONST. INSP. [ ] C / O INSP.:[ J REINSPECTION [ J PLANS REVIEW F. A. ( F.S. [ ] HOOD �) PAINT BOOTH [ ]� BURN P I ( J TENT ERMIT E I TANK PERMIT [ ] OTHER r A /+?�.�'t TOTAL FEES; S 00 (PER UNIT SEE BELOW) Address / Bldg. # / Unit # Scivare Footage 2. 3. 4. 5. 6. 7. 8. 9. 10: Fees per Bldg. / Unit Fees must be paid to Sanford Building Department, 300 N. Park Ave., Sanford, Fl. M71 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 will comply with all applicable codes and ordinances of the City of Sanford, Florida. Sanford Fir ention DivisW'Applicant's Signature IF OFFICE Installation I s r Gtsons DS150i Series Request to Exit PIR Sensors Table of Contents 1-0 mounting -------------_-------------2 2.0 Select Voltage Input ----------- 2 3.0 Wiring --------------------------------2 4-0 Latch Time ............... ........... 3 5.0 (R), (NR) Selection ............ 3 6-0 Relay Mode ....................... 3 7.0 Setup and Testing.............3 8.0 Other Information-.--_--._..-3 9.0 Coverage---------------------------3 10.0 Application Notes ------------ 4 General Information General Description The DS150i is a Passive Infrared Detector U-L Listed as an Access Control Device under U.L 294 standard. It is designed for "request to exit"applications- Technology designed into the DS150i is based on the principle that all objects emit infrared energy- The warmer an object is, the more infrared energy emitted. Its Passive Infrared technology allows the DS150i to detect the change in infrared energy that occurs whena person passes through its field of view. The relay output conststs of two Form `C' contacts that can be adjusted to latch from.approximateiy 0-25 to 60 seco-ndss. The latch time features two modes of _ operation, resettable (r) and non-resettabie (nr). The relay can also be rogrammed to fail safe or fail secure in the event of power loss. The DS150i may be either ceiling or wall mounted, and its pattern may be aimed and/or masked for more effective use based on installation needs- It is not _designed as a primary means of exit for emergency egress applications. The DS150i is available in a black (DS151 i) or light grey (DS150D enclosure. • Input Power: 12.0 or 24.0 VDC or VAC. 35 mA @12 VDC, 38 mA @'24 VDC. 38 mA Avg- @ 12 VAC, 45 mA Avg- C@ 24 VAC. • Standby Pourer: There is no internal standby battery. If standby power is desired, connect to power tsrources er its. capable of supplying it in the event primary Po Provide 38.0 mAH for each hour of standby time required. Relay: @ 30-0 VDC Two Form "C" contact sets rated 1.0 amp maximum for DC resistive loads - Note: When connecting directly to inductive loads that do not provide a rectifier or voltage spike Protection, the use of a General Instrument KBL005 bridge rectifier is recommended - Temperature: The temperature range is -20- to +120'F (-29' to +49-C). For UL Certificated Installations, the temperature _range is 32010 120°F (01 to 49'C). Enclosure Design: DS151i) Available in liaht gray (DS150i) or black enclosu;'L- b 6.25 The enclosure measurements are: 1.50 �n- , 3.8 cm D ) Y in. W_ by 1.50 in- D. (3.8 cm H., 15.8 cm �' . Detection Systems, Inc_ Fairport, New `.'ork 14450 Technical Service: (800) DSI-7114 Sales: (800) 289-009G and (716) 223-4060 ,; K91 Z.0 3.0 i� installation Instructions D3150i Series Request to Exit PiR Sensors Description The DSl-" is a Passive lrfrared Detector UL Listed as an Access Control Device under UL 29,4 standard. h is designed for "request to exit" applications- ff The relay output consists of t{vo Form "C' contacts that can be adjusted to latch from approximately 625 to 60 seconds- The latch time features two modes of operation: res�ttable (R) and non-resettable (NR). The relay can also be programmed to fail safe or fail secure in the event of a power loss. r • The DS150i rimy be mounted on the ceiling or the wall, and its pattern may be aimed andlor masked for more effective use based on installation need& it is not"ned as a primary means of exit for emergency egress applications. The Dsi50i is available in a fight grey (DS150) or a black (DS151i) enclosure. An optional "late is also available in fight grey (fP160) . and black (TP161)_ specifications • input Power. 12 or 24 VDC or AC; 35 mA @12 VDC; 38 m4 @ 24 VDC; 38 n-A avg. @ 12 VAG, 45 mR avg. @ 24 VAC. • Standby Power: There isr intemal standby battery. Provide 38 mAh for each hoar of stat>dby time required. • Relay: Two Form'C" contact sets rated 2.0 amps @ 30 VDC ma)dmum for DC resistive loads. • Temperature: The temperature range is 20' to +120'F (-29• to " +49'C). For UL certified llations, the temperature range is +32' to +120"F (0` to +49"C.) • Enclosure: The enclosure hieasurernents are 1.50 in. H., by 6.25 in. W , by 1.50 in. D. (3.8 cm H 15.8 cm W_, 3.8 cm D.)_ Mounting • Seled a mounting location over the center of the door or doors to be covered. The target must walk directly toward the detector. The detector may be mounted on the ceiling, wall, or door frame. it may be surface mounted orl, mounted to a keysvMch plate with a size 'Whole - The DS150i is not tall enough to completely cover a single gang box. Where aesthetics are important, it is recom- mended that the detector be mounted using the optional T"rrr trimplate (TP160 or Tb161). See the diagram below for additional instructions for mounting with the trimpiate. The mounting height range floor. • Remove the back cover from the detector. Insert the head of a small straight edge screwdriver into the locking tab and pry the back cover off. Once the back cover II remnoved, the front cover and detector module will 0Iso separate. �,rtporzrexr • Route the wiring as necessary through the wiring entrance (see Figure A). For surface wiring, use the break out wiring entrance on the front cover (at the same end as the wire entrance). - Looseiy mount the back cover to the mounting surface. Use the supplied mounting screws. I • Mount the detector nodule tb the back cover. Aim the detector for the desired coverage. Figure A Location of Major items 4.0 Select Voltage Input • Select 12 or 24 V operation. Mien selecting 24 VDC or AC operation, remove the 24 V Jumper (See Figure A). 6.0 Ytfiring - Connect the wiring connector (provided) to the wire plug on the circuit board as shown in Figure B_ . oav+cE,aa 7 CREEwas r Relayct contas soavE® Rated 2A @ MAX Y.LEroc • AX tRec� _ +12or24VDUAC rn�cx + He Figure B - Connector to Plug Orientation AOnly apply power after all connections have been made and GA11ON inspected. Excess wiring may be coiled behind the back cover along �orzrn�r the channels provided. Wiring for non -spike protected inductive loads: If operating an inductive load that is not spi ke-protected, wire as shown in Figure C. uslsa Roby Cowed + J N P_ Swpply I lid N KB�.us BrHyc R-cWb Figure C - Wiring the Bridge Rectifier . 6.0 Latch Time • Adjust the relay latch time by hrning the Latch Time Adjust Potentiometer (see Figure A). The latch time is adjustable from 0.25 to 60 seconds - Latch time indicates the amount of time the relay can remain active after the detedor fast sees motion. 7.0 Resettable I Non-resettable Timer Selection • The jumper selection Df the timer mode detennines if the relay resets at the end of the faith time, a ifi the latch lime is extended by adddiormat fran 7 to 15 it (2.1 to 4.6 m)--above the --- nmotiorm. — — — -_ • Select the resettable m nomrres cable timer mode with the jumper as seen in Figure D. • Resettable: The relay will activate when the detector first sees motion_ Any additional motion restarts the latch timer so that the relay deactivates only when the detector is no Ionger seeing motion and the latch tune has expired. Hint This setting works best when bypassing a 24 hour contact_ • Non-resettable: The relay will activate when the detector first sees motion. It will deactivate at the end of the latch time even if motion is still present Hint: This setting works best when used with an access control systerr>_ A Member of the Boson Group . . overview Securitron manufactures a wide va- riety of exit pushbuttons for security applications. AJi,PB.: series exit buttons are mounted on brushed, stainss lesteel plate s either single gang or Harlow stile; The word EXIT" . is prominently erlgraved..in bold fetters on the green: f?u.tton face. Hookup is from colored flying leads or labeled screw terminals.. Two alter- nate sets of mounting screws are supplied. slotted and # 6 anti -tamper spanner head. These exit buttons are attractive, rugged, reliable and suit- able for installation anywhere_ The most common application is momen- tary or timed release of an electric lock. This may be accomplished by direct hookup or by signalling the Request To Exit (REX) input of an access control system. Note that depending on the door and locality, codes may require the use of an exit I will release the lock with The model. PB features an. industrial "` -_(backbox not furnished). grade. 1 112 mush000m button with 7 Amp DPST (NO/NC) contacts. It is Model PB3, waterproof .(Nerna 4) when inslNled SY11Ullest Size Cf11C� the with a gasketed backbox and in- cludes bi-:oolor illumination. which .. MOSt Opti0as. operates on 12/24 VDC The button itself i.11umrnates green from a multi. The f'Ba rsecuntron s compact 3 In some .chip LED aril tf�ere is asWper bright (1 p ush button series. installations, a srnalfer button is red LED mgtlnt2d above the.button Mornentarry. pr. alternate (lilfodel P&4) considered :more atlractive but the contacts rtiay be chosen :end the: most iinpartant feature of lkae Pf33 swito.h. is that it es short inaength so rt. switch is U.L listed. The model PB is available on single gang plates only can be supplied optionelly on a 1 3/a` narrow stile plate (Model PB3N)and and is delivered complete with an installed directly on aluminum glass indoor backbox. door frames. The P133 switch has a Model PB2, 3 Amp DPST UL listed contacts Large CtI1d Tough and when the installer adds two it can be converted to DPDT. The model PB2 features a large wires, A backbox is supplied on single gang and the same bi-color illumi- (2" diagonal) flush button which is iiluminated by a 25,000 hr internal versions nation as the Model PB is standard. 12/24 VDC incandescent bulb. It An alternate action version (Model as is a lower cost includes a super bright red LED and PB3A) is available version (Model is available with momentary operation non -illuminated on a sin le an late only. It has (PB3E). r The Base Module is the primary control unit for Sonitrol® plus systems. It interfaces with all other optional modules and devices, and provides communication with the SONICS central station monitoring console. It also includes listenback audio verification capability, with four audio inputs. Enclosure 17.25" W x 14.5" H x 3.25" D Construction: 20 gauge cold rolled steel Color: Light gray Optional UL attack -rated enclosure Alarm Loops 16 programmable, supervised, hard -wired loops N/C, N/O, or Both Programmable alarm codes Assignable to any of 8 separate aiming partitions All alarm loops operate normally under ground fault conditions Annunciation Local bell drive: 12V at 1.25 Amp maximum Audible keypad beeper Audio sensors annunciate Watch Mode & Entry/Exit Audio Four balanced audio inputs supporting four verification audio sensors or any combination of up to eight optional SmartAudio Modules or Listenln Modules. Telephone Lines Dedicated Dial Pulse or DTMF dialing Integrated cut line supervision RJ31X jack comiection Secondary dial line capability with optional TelPlus Module Secondary cellular communication with optional Cellular Module Arm/Disarm Up to 16 LCD and/or LED keypads Optional switch arming Optional access card arming via integrated card reader input Quick arming Automatic, Automatic No -Dial, or Secure Arming Operating Environment 32° F to 122° F (0° C to 50° C) •. i Auxiliary Outputs • Four, 100mA, programmable hard -wired Primary Power 100 to 120 Volts AC, 60 Hz, using 16.5 VAC, 50VA, Class 2 plug-in transformer Secondary Power 12 VD C, 7 AH, sealed lead -acid rechargeable battery(s) Internal battery charger Backup capabilities up to 24 hours (depending upon installed equipment) Auxiliary Power • 1.6 Amps continuous at 12 VDC Communications Central Station: 300 Baud asynchronous, full duplex Transmit: 1070/1270 Hz/Receive: 2025/2225 Hz Base Module RS-485 Port: Communication link: 2,000 feet maximum using 22AWG twisted pair cable Supports a maximum of 40 RS-485 devices, to include: 16 total LCD and/or LED keypads eight Expansion Modules any combination of up to eight SmartAudio Modules or ListenIn Modules one Wireless Module seven Access Modules Approvals FCC Part 15, Class B UL 294, `Access Control System Units" UL 365, "Police Connected Burglary" UL 609,"Local Burglary" UL 864, "Control Units for Fine Protective Signaling Service" UL 985, "Household Fire Warning System Units" UL 1023, "Household Burglar -Alarm Systems" UL 1076, "Proprietary Burglar Alarm Units and Systems" UL 1610, "Central Station Burglar Alarm Units" CSFM (California State Fire Marshal) ULC Commercial Fire and Burglary Imid. `�h. Adds audio detection capability to the Sonitrol® plus system, while screening out many common environmental sounds. Continuously scans its audio channels, and analyzes sounds according to a predetermined set of audio standards. If a noise is determined to be a possible intrusion, the central station is contacted. When a sound is deemed environmental, there is no call to the central station. Each Base Module can interface and control up to eight SmartAudio or ListenIn Modules. Enclosure Mounts locally inside Base Module chassis or remotely inside optional large chassis up to 2,000 feet from Base Module Audio Eight audio detection circuits Audio detectors assignable to any of eight separate arming zones Sensitivity adjustable from central station 16 audio sensor inputs (two per audio detection circuit) • Programmable audio sensor self -test at system arming and disarming Balanced audio output to Base Module Stored Audio • One second pre -impact Four seconds post -impact, followed by live audio Operating Environment • 32° F to 122° F (0° C to 50° C) Ancillary Inputs "No AC" and "Low Battery" inputs to monitor the status of an optionalAPS12V1A-S Power Requirements 200 mA at 12 Volts DC (from Base Module or optional APS12V1A-S) Communications • Base Module RS-485 Communication link: 2,000 feet maximum wR fxiwAccess Module,, The Access Module adds central station -based access control to the Sonitrol® plus system. Each Base Module can interface and control up to seven Access Modules. General Features Access for up to 10,000 users, with 256 Access Levels 128 programmable Time Shifts & Time Periods per property Optional Anti-Passback Programmable outputs to control equipment, such as HVAC and lighting 8,000 event local buffer memory Optional Free Exit or Card Controlled exit Enclosure Mounts locally inside Base Module chassis up to 2,000 feet away from Base Module Alarm Loops 16 programmable, supervised, hard -wired loops N/C, N/O, or Both Four programmable door inputs 10 programmable, general purpose, alarm inputs One tamper input (alarm -on -open only) One global free -exit input (for fire evacuation) Programmable alarm codes Assignable to any of eight separate arming zones Operating Environment • 32° F to 122° F (0° C to 50° C) Auxiliary Outputs Six, 100mA, programmable hard -wired One auxiliary output per access controlled door (four total) Two auxiliary outputs for general control Primary Power 100 to 120 Volts AC, 60 Hz 16.5 VAC, 50VA, Class 2 plug-in transformer Secondary Power Two 12 VDC, 7 AH, sealed lead -acid rechargeable batteries Internal battery charger Backup capabilities up to 24 hours (depending upon equipment) Auxiliary Power 12 VDC at 0.9 Amps continuous for external equipment 12 VDC at 1.0 Amp for door locks Communications Access Module RS-485 Port: Communication link: 2,000 feet maximum Supports a maximum of 40 optional RS-485 devices Approvals FCC Part 15, Class B UL 294, "Access Control System Units" t Card Reader r The new HID ProxPoint proximity reader is so small and inconspicuous, you hardly know it's there. In addition to its small, attractive design, all of the reader electronics are potted making it ideal for both indoor and outdoor applications. The ProxPoint reader is priced to fit the tightest of budgets. The new ProxPoint reader accepts 5-16 volts, meeting most voltage requirements. The ProxPoint reader is available with either iegand interface or clock -and - data magnetic stripe interface. The 5-volt capability allows existing swipe -type access control installations to be easily upgraded to proximity technology, simply by changing the existing reader heads and cards. The clock -and --data magnetic stripe version reads all HID proximity cards and outputs the card data in a Track II format. No rewiring or pulling of new cable is necessary. The ProxPoint reader offers high reliability, consistent read range characteristics, and low power consump- tion in a single, easy -to -install package. Standard capabilities include multicolor LED and compatibility with all standard access control systems. The ProxPoint reader is designed for mounting directly on metal with no change in read range performance. HID's commitment to bringing advanced technology to the radio frequency identification market is again demonstrated in the new ProxPoint proximity card reader. � 1:.:'.:. .. ,_ #yam S,o Specifications Typical maximum' read range: ProxCard® II card up to 3" (7.5 cm) iSOProxe II card up to 2.5" (6.25 cm) ProxKeyTm II keyfob up -to 1.5" (3.7 cm) ProxCard® Plus card up to 1" (2.5 cm) Dimensions: 3.135"x1.7"x0.51" (7.96 x 4.3 x 1.3 cm) Material: "carbonate UL 94 Power supply: 4.75-16 VDC Linear power supplies are recommended. Maximum current requirements: Current (DC) Average 35 mA Peak 60 mA Operating temperature: -220 to 150° F 000 to W C) Operating humidity-. 0-95% relative humidity noncondensing Weight 2.7 oz. (75 gm) Transmit frequency: 125 kHz Certifications: UL 294 listed FCC part 15. United States DTI (MPT 1337). United IGngdom CE Mark approved BZT pending Cable distance: . Wiegand interface: 500 feet (150 m) Clock -and -data interface: 50 feet (15 m) Recommended cable is ALPHA 1295 (22 AWG) 5 conductor stranded with overall shield or equivalent. '.Depending on local installation conditions. Features Mounting: ProxPointim readers are designed to be unobtrusive and to mount directly on metal. Visual indication: When a proximity card is pre- sented to the reader, the red LED fiashes green. Diagnostics: On reader power -up, an internal self - test routine checks and verifies the setup configura- tion and initializes the reader operation. An addi- tional external loop -back test allows for the reader outputs and inputs to be verified without the use of additional test equipment. indoor/outdoor design: The ProxPoint reader is sealed in a rugged, weatherized polycarbonate enclosure designed to withstand harsh environments CIS welt as provide a higb degree of vandal resis- tance. This allows reliable perforrndnce anywhere. Easity interfaced`. The ProxPoint reader interfaces with all existing Wiegand protocol access control systems. ProxPoint readers output data in Wiegand format plus optional Clock -and -data magnetic stripe format. The Clock-cmd-data magnetic stripe. output interfaces with systems that originally read Track II magnetic stripe data using TTL level outputs - of data, clock, and card present. Security: The ProxPoint reader recognizes over 137 billion unique codes. Warranty: ProxPoint readers are warranted against defects in materials and workmanship for life from date of shipment. (See complete warranty policy for details.) Part numbers Base Part No.: 6005 Wiegand Interface Base Part No.: 6008 Clock -and -data Interface Description: Tri-State LED, Pigtail Connection Options: • Color (Gray, Beige, Black or White) • Custom Label' (Please s--e -How to Order" guide for a description of the options and associated part r AXr rs.) Specifications subject to diarlge without notice. UT6005DS 5/99 Printed in the U.SA ® "D Corporcrtion.1998 9292 Jeronimo Road, Irvine, CA 92618-1905 U.S.A. Tel: (949) 598-1600 (800) 237-7769 Fax: (949) 598-1690 Internet Address: www.hidcorp.corn PERMIT ADDRESS _ 201 CONTRACTOR ADDRESS PHONE NUMBER PROPERTY OWNER ADDRESS PHONE NUMBER ELECTRICAL CONTRACTOR MECHANICAL CONTRACTO PLUMBING CONTRACTOR MISCELLANEOUS CONTRACTOR PERMIT NUMBER FEE MISCELLANEOUS CONTRACTOR PERMIT NUMBER FEE SUBDIVISION PERMIT # 0 I — 105 1 DATE PERMIT DESCRIPTION AJr=J Zm&jStriAlJ R04 PERMIT VALUATION SQUARE FOOTAGE �®OV CITY OF SANFORD PERMIT APPLICATION Permit # - 0 ,— l�J Job Address: 201 Specialty Point, Sanford, Fl. Date: Description of Work: New Industrial Building Total Square Historic District: Zoning: Value of Work: $. 15:14 11 Q J_ U. l t/ • VU 06 Permit Type: Building x Electrical Mechanical Plumbing Fire Sprinkler/Alarm Pool Electrical: New Service - # of AMPS Addition/Alteration Change of Service Temporary Pole Mechanical: Residential Non -Residential x Replacement New (Duct Layout & Energy Calc. Required) Plumbing/ New Commercial: 9 of Fixtures # of Water & Sewer Lines # of Gas Lines 0 Plumbing/New Residential: # of Water Closets Plumbing Repair - Residential or Commercial Occupancy Type: Residential Commercial Industrial Construction Type:a %14tbf Stories: A_ # of Dwelling Units: Flood Zone: x (FEMA form required) Owners Name & Address: Robert J. Maksimowicz and Marie T. 'Figueiredo a 530 S. Ronald Reagan Blvd. #116, Longwood, Fl. 32750 Phone: 407-920-0750 Contractor Name & Address: Sunspan Structures - 180 S. Ronald Reagan Blvd, Longwood, Fl. 32750 State License Number: CGC-043437 Phone & Fax: FAX-321-773-5599 Contact Person: Stanley W. Stewart Phone: 407-509-4339 Bonding Company: N/A Address: Mortgage Lender: Friends Bank -Pete Kilornimus- Address: 2222 SR 44, New Smyrna Beach, Fl. 32168 Architect/Engineer: Ronald H. Wilson Phone: 407-682-4052 Address: P.O. Box 915260, Longwood, Fl. 32750 Fax: 407-682-3841 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 of vemmental entities such as water man a ement districts, state agencies, or federal agencies. Acceptance of rmit is ri ion at I will noti a owner o the p operty of the requirements of Fiori Lien L ,TS 713. ka ignatur f Owner/Agent date Signature Co actor/Agent Date Robe J. M im icz y W. Stewart . ; /) O r/ e O / Print ntractor/A s o Marie T r 97 f -Q eb i 'on DD140497 4�Si.Kpa onda D e ignature of Notary -State of F orid os n' ExpirAa*tember 21 2006 a W^ Contractor/Agent is X Personally Known to or ProducediID �f� APPROVALS: ZONI 2OU UTIL: t06 413: E�N- L . / BLDG: It Owner/Agent is x Personally Known to Me or Produced ID _ UTILITY PACT Special Conditions: Rev 03/2006 Y Au NOTICE OF COMMENCEMENT Permit No. Taal.o No. 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 Statutes, the following information is provided in this Notice of Commencement. Description of property: (legal description of the property and street address if available) 201 Specialty Point, Sanford, Fl. Lot 3-Legal Description 28-19-30-516-0000-0030 2. General description of improvement: Construct 4WO square ft. Office/Warehouse Building Owner information a. Name and address Robert J. Maksimowicz, as Trustee and Marie T. 'Figueiredo, as Trustee 530 S. Ronald Reagan Blvd, #116, Longwood, Fl. b. Interest in property 100% c, Name and address of fee simple titleholder (if other than Owner) N/A 4. Contractor a. Name and address Sunspan Structures - 180 S. Ronald Reagan Blvd, Longwood, Fl. 32750 b. Phone number 407-509-4339 Fax number 321-773-5599 5. Surety a. Name and address N/A b. Phone number Fax number c. Amount of bond 6. Lender a. Name and address Friends Bank -Pete Kilornimus-2222 SR 44 New Smyrna Beach, Fl. 32168 b. Phone number 386-428-2299 Fax number 3 6- 2 -58 83 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 N/A b. Phone number Fax number 8. In addition to himself or herself, Owner designates N/A of to receive a copy of the Lienor's Notice s pill vided in Section 713.13(l) b), Florida Statutes. a. Phone number Fax number 9. Expiration date of notice of commencement (the expiration date is I year f the date o r co ing unle aJiYrent date is specified) y -- . Soatide of Owner Sworn to (or affirmed) and subscribed before me this day of 2 a° n m Ep: nnt7 3� Robert J. Maksimowicz o 0 o m 5+ ~ Personally Known Produced Identification m CDo z � Type of Identification P odu ed { m o `a =EDW i-4m CD CD G c KA®°-6�•= M Signature of Notary Pu ic, State of Florida 0 3 'E Commission Expires: �- v .. 9n Marie T Figueiredo � � n . ro My Commission DD140497 rru C a THIS INSTRUMENT PREPARED BY: , Expires seplember21 2006 NAME � 1'r�2� � _�!.� ADDR. fu CITY OF SANFORD FIRE DEPARTMENT FEES FOR SERVICES PHONE # 407-302-1091 * FAX #: 407-330-5677 DATE: H WC, PERMIT #: I BUSINESS NAME / PROJECT: ADDRESS: C r G PHONE NO: -16� Ro�i C�pS� FAX NO.: D C I CONST. INSP. (J C / O INSP.:[ ] REINSPECTION [ ] PLANS REVIEW [ ] F. A. [ ] F.S [ ] HOOD [ ] PAINT BOOTH [ ] BURN PERMIT [ ] TENT PERMIT..] TANK PERMIT (] OTHER [ ] TOTAL FEES:4 O ©� (PER UNIT SEE BELOW) Address / Bldg. # / Unit # Square Footaize Fees per Bldg. / Unit 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. _ 13. 14. 15. 16. 17. 18. 19. 20. Fees must be paid to Sanford Building Department, 300 N. Park Ave., Sanford, FI. 32771 Phone # -407- 330-5656. Proof of Payment must be made to Fire Prevention division before any further services can take place. I certify that the above is true and correct and that will comply with all applicable codes and ordinances of the City of Sanford, Florida. Sanford Fire revention ivision Applicant's Signature '_:OUNTY OF SEMINOLE lPACT FEE STATEMENT 'STATEMENT NUMBER:• 06100009 DATE: September 21, 2006 BUILDING APPLICATION #: 06-10000907 BUILDING PERMIT NUMBER: 06-10000907 UNIT ADDRESS: SPECIALTY POINT 201 28-19-30-516-0000-0030 TRAFFIC ZONE:022 JURISDICTION: SEC: TWP: RNG: SUF: PARCEL: SUBDIVISION: TRACT: PLAT BOOK: PLAT BOOK PAGE: BLOCK: LOT: OWNER NAME: ADDRESS: APPLICANT NAME: FIGUEIREDO & MAKSIMOWICZ ADDRESS: 530 S RONALD REAGAN BLVD 116 LONGWOOD FL-32750 LAND USE: WAREHOUSE/OFFICE TYPE USE: WORK DESCRIPTION: CITY SANFORD ,SPECIAL NOTES: UPSALA BUSINESS PARK LOT 3 --------------------------------- ---- -------------- FEE BENEFIT RATE UNIT CALC UNIT TOTAL DUE TYPE DIST SCHED RATE UNITS TYPE ------ -------------'------------------- ROADS-ARTERIALS CO -WIDE ORD Warehousing* ;ROADS -COLLECTORS CO -WIDE 358.00 6.000 1000gsft ORD 2,148.00 Warehousing* FIRE RESCUE N/A •pp 6.000 1000gsft- - .00 LIBRARY N/p, .00 SCHOOLS N/A .00 PARKS N/A .00 LAW ENFORCE _ NSA .00 DRAINAGE N/A .00 AMOUNT DUE 00 2,148.00 STATEMENT RECEIVED BY: 4-ar, le r . - ( t c r v_C- SIGNATU (PLEASE PRINT,/NAME) / DATE: /y , v �J —D^-� 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 IMPACT FEES 'MUST BE EXERCISED BY FILING A WRITTEN REQUEST WITHIN 45 CALENDAR DAYS OF THE RECEIVING SIGNATURE DATE ABOVE, BUT NOT LATER THAN CERTIFICATE OF OCCUPANCY OR OCCUPANCY. THE REQUEST FOR REVIEW MUST MEET THE REQUIREMENTS OF THE COUNTY LAND DEVELOPMENT CODE. COPIES OF RULES GOVERNING APPEALS MAY BE PICKED UP, OR REQUESTED, FROM THE PLAN IMPLEMENTATION OFFICE: 1101 EAST FIRST 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 TOP 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 ON SANFORD PERMIT APPLICATION /, / Date: / C ! � IQ ,b Address: in ascription of Work: /IJC�(/ %•C(J/Ll�J �>�/�9 Total Square Footage istoric District: Zoning: :rmit Type: Building Electrical ectricai: New Service - # of AMPS echanical: Residential Non -Residential Value of Work: S Mechanical Plumbing __ KFirc Sprinkler/Alarm Pool Addition/Alteration Change of Service __ Temporary Pole Replacement New (Duct Layout & Energy Calc. Required) umbing/ New Commercial: # of Fixtures # of Water & Sewer Lines I_—# of Gas Lines umbing/New Residential: # of Water Closets Plumbing Repair - Residential or Commercial mupancy Type: Residential Commercial Industrial instruction Type: # of Stories: # of Dwelling Uuits: Flood Zone: (FE&tA form required) vaujers Name & Address - Phone : 70 ,ntractor Name & Address: Ck 9730one & Fax: i9(0 7 - J.? / L/__a � Contact Person_ ruling Company: (dress: )rtgage Lender dress chitect/F.ngineer dress: Phone: fax plication 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 lance 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 mit mast be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, -RANKS, and t CONDITIONERS, etc. ✓NER'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 tstruction and zoning WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING !ICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN TORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT 'TICE: 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 ; county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. ;eptance of permit is verification that I will notify the owner of the property of the requirements of FI rich Lien Law, F ' 113. tsw 4 Signature of OwnerlAgent Date Signat re ont ctor/Agent Date d'&z t /74A k- .Q 7`sPnn. ik,NA"Ic l//�� Print Owner/Agent's Name Print Contractor/Age 's Name \�\ �,,I„nit„ ////z Signature of Notary -State of Florida Date Signature of Notary -State of Florida CJ Date `�G `r.• �.0 #D! 0%298 c` Owner/Agent is Personally Known to Me or Contractor/Agent is Personally to j(I�;;oar, ,'.t . � y�N Produced ID Produced ID ?ROVALS: ZONING: cial Conditions: 03/2006 UTIL- FD- ENG: BLDG: CITY OF SANFORD PERMIT APPLICATION !rmit i1 : / — &J / -b Address: Date /.,)- -/-45 L, 9b scription of Work:4.CAt0✓/%'6 t� Afp✓17 Total Square Footage istoric District: Zoning: Value of Work: S :rmit Type: Building Electrical _C114cchanical Plumbing Fire Sprinkler/Alarm Pool ectrical: New Service - # of AMPS Addition/Alteration Change of Service ferriporary Pole echanicaL Residential Non -Residential Replacement New (Duct Layout & Energy Calc. Required) umbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines umbing/New Residential: # of Water Closets Plumbing Repair - Residential or Commercial , cupancy Type: Residential Commercial —1,/" Industrial instruction Type: li of Stories: # of Dwelling Units: Flood Zone: (FEMA form required I vacrs Name & Address: Phone: ,retractor Name & Address: I S!I SL M'-'J&tA- & VO CMp'GsLBL�I FL ?Z Jp 7 State License Number jG oaozlgp 7 T p __ �+ one & Fax y0 7- & Q7 l/S I' 7 -4CA Contact 4w 7 4 riding Company: Idress: irtgage lender. :dress: chitect/Engineer: dress: Phone: Fax plication 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 iance of a permit and that all work will be performed to meet standards of alflaws regulating construction in this jurisdiction_ I understand that a separate ntit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOPS, FURNACES, BOILERS, HEATERS, TANKS, and 3 CONDITIONERS, etc. JNER'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 istruction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING !ICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN TORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. TICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property Drat may be found in the public records of ; county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. xptance of permit is verification that 1 will notify the owner of the property of the requirements >011 Signature of Owner/Agent Date Print Owner/Agent's Name Signature of Notary -State of Florida Date Owner/Agent is Personally Known to Me or Produced ID 'ROVALS: ZONING: UTIL: FD: cial Conditions- 03/2006 713- of -2�/ S-10b Date Ld [scncAT(9 [::; • J t r-rrrn�'7 ontract gent's Narnc ignature of t DEBBIE BLANTON My 00kl r 0iSSION # DD 188491 a' EXPIRES: February 25, 2007 Contractor/ e a-34''O-N-%'- ersonW1fy':'V--w& F`rPW Mimic - Produced ID ENG: BLDG: Seminole County Property Appraiser Get Information by Parcel Number Page 1 of I -ifSL.�.L UL YA1 DAvrD JOHwwr4. CFA, ASA 830.0 PROPERTY C o APPRAISER 3s c, U SEMINOLE COUNTY FL. i 1101 E. FIRsT sT SANFORD, FL 32771-146a 407-665-7506 1a.o a 2006 WORKING VALUE SUMMARY GENERAL Value Method: Market Parcel Id: 28-19-30-516-0000-0030 Number of Buildings: 0 Owner: FIGUEIREDO MARIE T TRUSTEE & Depreciated Bldg Value: $0 Own/Addr: MAKSIMOWICZ ROBERT J TRUSTEE Depreciated EXFT Value: $0 Mailing Address: 530 S RONALD REAGAN BLVD #108 Land Value (Market): $121,968Land City,State,ZipCode: LONGWOOD FL 32750 Value Ag: $0 Property Address: SPECIALTY PT Just/Market Value: $121,968 Facility Name: Assessed Value (SOH): $121,968 Tax District: S1-SANFORD Exempt Value: $0 Exemptions: Taxable Value: $121,968 Dor: 40-VAC INDUSTRIAL GENER Tax Estimator 2005 VALUE SUMMARY SALES 2005 Tax Bill Amount: Deed Date Book Page Amount Vac/Imp Qualified 2005 Taxable Value: Find Sales within this DOR Code DOES NOT INCLUDE NON -AD VALOREM ASSESSMENTS LAND LEGAL DESCRIPTION Land Assess Frontage Depth Land Unit Land PLATS: Pick... Method Units Price Value LOT 3 UPSALA BUSINESS PARK PB 69 PGS SQUARE FEET 0 0 30,492 4.00 $121,968 12-13 Assessed values shown are NOT certified values and therefore are subject to change before being finalized for ad rOTE: lorem tax purposes. * If you recently purchased a homesteaded property your next ear's property tax will be based on Just Market value. http://www.scpafl.org/pls/web/re_web.seminote_County_title?PARCEL=2819305160000O... 7/ 13/2006 SANFORD FIRE DEPARTMENT 1 FIRE PREVENTION DIVISION 300 N. Park Ave., Sanford, Fl. 32771 / P. O. Box 1788, Sanford, Fl. 32772 (407302-2516/FAX (407) 302-2526 Fire Marshal Robles Plans Review Sheet Date: November 3, 2006 Business Address: 201 Specialty Court. Occur. Ch. 40(New) Storage SHELL ONLY Business Name: Maksimowic SHELL Building Contractor: Sun Spare Structures Ph. (407) 509- 4339 Fax( 321) 773-5599 Reviewed [] Reviewed 'ith comment „r] Rejected [] Reviewed by: Timothy Robles, Fire Marshal Comment: Plans reviewed as 40 (New)Storage Occupancy. FD reserves right to require applicable code requirements if occupancy use changes. If building is added on in the future and exceeds a additional 2,000 ft fire wall or fire sprinkler system or both will be required. 1.1 Application — Construct a new Shell Building What type Of construction? 1.2 Mixed —N/A 1.3 Special Definitions — N/N 1.4 Classification of Occupancy -Not on blueprints revisions required for classification see Florida Building Code 1.5 Classification of Hazard of Contents — Ordinary; per F.F.P. C.-6.2.2.3 _ 7 SANFORD FIRE DEPARTMENT • ` FIRE PREVENTION DIVISION 300 N. Park Ave., Sanford, Fl. 32771 / P. O. Box 1788, Sanford, Fl. 32772 (407302-2516/FAX (407) 302-2526 Fire Marshal Robles 1.6 Minimum Construction — Shall meet the Florida Building Code 2004 edition 2.2 Means of Egress Components —.Two exits required 2.3 Capacity of Egress— One person per 1 S sq. ft 2.4 Number of Exits — Two (2) O.K., per section 7.4 2.5 Arrangement of Egress — 2.6 Travel Distance — ok 2.7 Discharge from Exits — O.K., will field verify 2.8 Illuitaii atiori of Means'of Egress Req 2.9 Emergency Lighting - required 2.10 Marking of Means of Egress — Required 2.11 Special Features — O.K. 3.1 Protection of Vertical Openings — Required per the Florida Building Code 3.2 Protection from Hazards — Required per the Florida Building Code 3.3 Interior Finish — Class `B" 3.4 Detection, Alarm and Communications Systems — 3.5 Extinguishing Requirements - as per NFPA 10, two fire extinguishers required 4A-60-10 BC 4 Special Provisions - 5 Building Services 5.1 Utilities — 5.2 HVAC —3 Elevators, Escalators, Conveyors (4A-47) — N/A 5.4 Rubbish Chutes, Incinerators, and Laundry Chutes — N/A 7 SANFORD FIRE DEPARTMENT FIRE PREVENTION DIVISION 300 N. Park Ave., Sanford, Fl. 32771 / P. O. Box 1788, Sanford, Fl. 32772 (407302-2516/FAX (407) 302-2526 Fire Marshal Robles Sanford City Code — Chapter 9 Fire Sprinklers: Not Required; Per City Fire Code 49 Monitoring: Other: NFPA 1 3-5.1 Fire Lanes — Not Required 3-6.1 Key Boxes — Not Required 3-7.1 Bldg. Address Number Posted and Legible — Required six numbers contrasting in color to building. City of Sanford Building Division 300 N. Park Ave Sanford, Florida 32771 Phone: 407-330-5656 Fax: 407-328-3859 PLAN REVIEW RESPONSE Date: November 20, 2006 Contact Person: Stanley Stewart Contact Phone Number: 407-509-4339 Contact Fax Number: 321-773-5599 6Zb,— 5G It Contact E-mail Address: Reference Number: Project Description: Upsala Business Park Lot 3 Job Address: 201 Specialty Point The following is a list of the areas of the submitted plans that contained violations of the codes adopted by the City of Sanford and enforced by the Building Division. The violations noted must be addressed before the plans can be approved. Changes must be submitted on the original submitted format. Changes to construction documents that require an Architect or Engineer's seal must be submitted with the appropriate seal. ARCHITECTURAL A-1 Revise the construction type to match the 2004 Florida Building Code. A-2 Revise the planned occupancy use groups to match the 2004 Florida Building Code. A-3 The architectural plans to do not match the metal building plans in terms of the height of the building. A-4 The plans ,do not reflect the insulation R-values and locations as indicated in the energy compliance statement. A-5 The plans indicates that a rated partition is to be provided between the factory or (warehouse) and the future office area. If the intent of this was is for occupancy separation per FBC 302.3.2 the wall will need to be rated as a fire barrier with a minimum of 3-hour fire resistive rating. See FBC Table 302.3.2. (Note that FBC 302.3.1 may be applied to this building). If the intent of the one -hour wall is to afford additional protection either as a fire barrier (per FBC 706) or a fire partition (per FBC 708) the doors within the walls will need to have a minimum fire resistance rating of 45-minutes per FBC Table 715.3. STRUCTURAL S-1 The metal building plans indicate that the foundation designer shall design and provide the depth of embedment of the anchor bolts for the column attachment. S-2 Framing plans were provided for the front covered entry. S-3 Provide the detail type to be used for the lintels. Any error or omission in this plan review shall not be construed to grant approval of any violation of any of the adopted codes or municipal ordinances of this jurisdiction. Please direct any questions you may have to Wayne Thorne at (407) 330-5686 or fax to (407) 328-3859. You may also contact me by E-mail at thornew0ci.sanford.fl.us. - 1 - City of Sanford Building Division 300 N. Park Ave Sanford, Florida 32771 Phone: 407-330-S6S6 Fax: 407-328-3859 PLAN REVIEW RESPONSE (SECOND LETTER) Date: December 1, 2006 Contact Person: Stanley Stewart Contact Phone Number: 407-509-4339 Contact Fax Number: 321-773-5599 Contact E-mail Address: Reference Number: Project Description: Upsala Business Park Lot 3 Job Address: 201 Specialty Point The following is a list of the areas of the submitted plans that contained violations of the codes adopted by the City of Sanford and enforced by the Building Division. The violations noted must be addressed before the plans can be approved. Changes must be submitted on the original submitted format. Changes to construction documents that require an Architect or Engineer's seal must be submitted with the appropriate seal. ARCHITECTURAL A-1 Revise the construction type to match the 2004 Florida Building Code. 12/1/06 Comment: Correction was not made. A type IV per the older code converts to a type IIB construction type per the FBC. An attachment was stapled to the plans that indicated that type III was to be used. Assuming a type III-B construction type will require the north wall to have a minimum 2-hour fire resistive rating per FBC Table 602. This requirement would not be required on a type IIB construction type. A-3 The architectural plans to do not match the metal building plans in terms of the height of the building. 12/1/06 Comment: The Kirby building plans indicate that the front of the building is 22' and the rear of the building is 18'-6". Revise the architectural plans to match. A-4 The plans do not reflect the insulation R-values and locations as indicated in the energy compliance statement. 12/1/06 Comment: Since the plans indicate that there will be a heating/cooling system to be installed the building will need to comply with the energy compliance statement. As a shell building the may be deferred until the tenant build out stage under a separate permit. Any error or omission in this plan review shall not be construed to grant approval of any violation of any of the adopted codes or municipal ordinances of this jurisdiction. Please direct any questions you may have to Wayne Thorne at (407) 330-5686 or fax to (407) 328-3859. You may also contact me by E-mail at thornew@ci.sanford.fl.us. - 1 - vn uu�A��bd�a�N aid `M : November 2006 City of Sanford Building Department RE: Del -Air, Inc. Bob Dello Russo Bauerle Place — Codisco Way Commerce Center SU: Certification This is to certify that, per our site inspection 12 October 2006, the steel supports, as designed by others, over exceeds the requirements for the loading of the floor joists being supported. The Steel El's redheaded into the top conc. Poured lintel coarse, would have been sufficient support for a 401b. Live Load and a 20 Lb. Dead load for floor joists. Certified by, H. Wilson, P.E. Lisc. No. 9710 Cert. of Auth. No. 8272 E mail - r h w e n g r@ earthlink.net johmve -40Y'-4092 P. .407- 82-W41 Lit AA AM%p.'."4 mmida =Y91-8260 P.O. Sew 919260 27 November 2007 City of Sanford Building Department ATTN: Mr. Wayne Thorne RE: Upsala Business Park Lot 3 Shell Building Plans SU: Response to comment Letter A-1 Construction Type has now been revised to match the 2004 Changes A-2 Occupancy Group has been revised to match the 2004 changes. A-3 Height of the building, o? the co t cti inp`leans, now atch the Steel building plans as requested. U.® r, T 1 g A-4 The insulation locations are not being completed this time. This permit is for the exterior shell only, and will be submitted during the office buildout plan permitting stage. The A/C unit will also be permitted along with the energy calcs. during the office buildout permitting stage. A-5 The firewall between the Future Office Space and Warehouse area, is not to be constructed at this time. This will be permitted through the office buildout permitting stage and is for additional protection between the office space and warehouse area, for a single occupancy. S-1 Bolt Depth requirements are now shown on the typical wall section, located on the foundation plan. S-2 Framing plans are now shown on the Shell floor plan as requested. S-3 Lintel Detail requirement is now shown on the Shell floor plan, as requested. If we may be of further assistance, please call at the telephone number shown below. Thank You for yo sistance ! onald H. Wilson, P.E. Lisc. No 10 Greg ry ilson, Designer/Manager E mail - r h w e n g r@ earthlink.net _b,kmve -407- -.4092 fix. -40,=682-3841 Nov 20 06 04:05p * Nov 20 2006 3:43PM Marie HP LRSERJET FAX 407-628-3440 p.1 City of Sanford Building Division 300 N. Park Ave Swfaordr Fludda 32771 Phone: 407-330-5656 Fax: 407-328-3859 PLAN REVIEW RESPONSE Date: November 20, 2006 Contact Person: Stanley Stewart Contact Phone Number. 407-509-4339 Contact Fax Number: 321-773-5599 4o").- 67EH- - C. r r- Contact E-mail Address: Reference Number. Project Description: Upsala Business Park Lot 3 Job Address: 201 Specialty Point The following is a list of the areas of the submitted plans that contained violations of time o adopted by the City of Sanford and enforced W the Building Division. l he Violations noted i fit addressed before the plans can be approved. Changes must be submftd on the ork submimed format. Changes to construction documents that require an Architect or Enginmes must be submimed with the appropriate seal. agc®'9'ECLYIIiAL A-1 Revise the construction type to match the 20D4 Horkfa Building Code. A-2 Revise the planned occupancy use groups to match the 2004 Florida Building Carle. A-3 The archltacturai plans to do not match the metal budding plans in terms of the height the bullolnp. A-4 The plar:s do not reflect the Insulation R-values and lombons as Indicated in the enel compliance statement. A-S The plans indicates that a raoad partition Is to be provided between the factory (warehouse) and the future office area. If the Intent of this was is for occupancy separatN per FBC 3023.2 the wail will need to be rated as a fire barrier with a minimum of 3-ho Ore resistive rating. See. FBC Table 302.3.2. (Note that FBC 302.3.1 may be applied to it building). If the Intent of the one -hour wall is to afford additional protection eit w as a 1i barrier (per FBC 706) or a fire partition (per FBC 706) the doors within the walls will re to have a rrdnimum fire resistance rating of 45-minutes per FBC Table 715.3. S-1 The metal building plans Indicate that the foundation designer shall design and provide tt depth of embedment ofthe anchor bogs for the column attachment. S-2 Framing plans were provided for the front covered entry. S-3 Provide the detail type to be used for the lintels. Any error or ornisslon In this plan review shall not be construed tD grant apprml of any oil of any of the adopted codes or municipal ordinances of this jurisdiction. Please direct any questions you may have to Wayne Thorne at (407) 330-5666 or fax to 328-3859. You may also contact me by E-mail at thgmmW;1,A4* d.0_us. -I- 28 November City of S Building [' s SU: This as designed being suppo would have floor joists. Certified by; M-0 .» MAC .{-.�.- A (9. Am 919260 9?W dia 3.-Y91-9,260 Del -Air, Inc. Bob Dello Russo Bauerle Place — Codisco Way Commerce Center Certification to certify that, per our site inspection 12 October 2006, the steel supports, others, over exceeds the requirements for the loading of the floor joists J. The Steel El's redheaded into the top conc. Poured lintel coarse, -n sufficient support fora 401b. Live Load and a 20 Lb. Dead load for Ronald H. Wilson, P.E. Lisc. No. 971 Cert. of Auth. No. 8272 Email- r h w e n g r@ earthlink.net 3'�/1'21,200� 1i:5�5 4073--�1920� 0A!;SELBEPkYGL.'; S PAGE 01 1484 GE'"MINI BOULEVARD » OR ANDO, "Il A am PHONE (407) 240.1958 • RAX (401)240,0682 0 C REPORT NO.: NMI -210-2029-2 TFA71:1LATIEt 02 26.98 RWORT DATE- 03.1&98 raUMATJON DATE: 03»31.02 jj-1), N j; YY K AP A=vica It, . 5630 Gwalta y Driv ; A,t auta, CiA 3 J336 jjjLS_PLCi t YKK AF rnerica lnc.'s Mode►'ry'SS 45FS" (U4" glass) ftsokcat Alaaaiaum ©lazed WWL Seim. (Deaigat Pressure 30.0 p ; Mxterjor & interior) rEJ S_ 1<TC�VOl�: AA Liu :iWWOAl101/1.5.257"VoluntarySpecifaeatlonfoeA1tamkom,Viay$(PVC) sad wood Windows aed Glass 6 aam" YYic test apecitnrs : ras at fbw life aluasittum Bid vtaU section measuring l2' 1-314" wide by y,0„ high overail. The fbil left trA !V' utter fixed liras wart► gtaaod to the time m mbers pmvtdfng viewing areal of 46-1i'4" wide by 104.1r'2" bi'lb, he upper right and lower rio,,Ist imif Iites were dazed to the iiatne nrmbers providing viewing arm of46-11 ," wide by 31.3,19" high. Fmme mernbers were not thatsu;.olly broken. All b= confers were of double screw bu, ; • comer cottstripton. no owrall i; = was set or. a. -I extruded alusaiuum sill flashing which was screwed to t ; test buck (010 x V 2") sad silicoited lit plsse. The ftr was mooted to the tit buck rasing t3•,hry 1,30) (# 11 x 2-! , 2") fat hood screws. (See attached fkste= s-ixe and loodicm) > }7.Ilti ' All liter wee extol rr glu.-rd U3bg 1 14" clan zrinval4d glass with a Uxiblr vinyl "EPDNV Baal leaf glazing gaslmLe and a anop•fated xttuded alurimm glutag but No weethc ,tttip emplaycd. +CEPS: No app=m weeps. `►' R1t) & EJCPRM&§U ;ZjQ 9N : Aaedi=[ 411=i»+art- � Fame comArs wety sealed wits a butyl sra mks �� : l�� ssreea �plvyed. P'11r MUMS►0 ME SCIENCE of Tuma a Liy °ON ^6G0, ySd 107 CGhIbZ'� dd )h rNdt� 'Zs g}i '�l 'd3S � 13/12;'2066 111 55 4073319267 CASSELBERRYGLASS PAGE all YXIX AP A04694 lac. .2. TEST RESULTS NCi'L»21W82M A STM 9283.90 Ail it ; Sleaton 6.24 ; , tf (50 mph) 0.07 CFM, T, 0.06 CFMiF T' M'd'A4 33 i-8ti * Wca panetratio (5-D OPHN't WTP - 10.0 psf NQ Entry No Entry lusim L330.90 Desif : Lea6 30.0 1, wf extarior 0.60V 0.61711 30.0 if lAterior 0.6131, 0.617" AST1M P33040 un€ft:m load StrucMat 41.0 i if exterlor 0.0951, t A211 0,01 <<f interior 0.0991, 0.432" TEST COMPLUM, 0246-98 Detafled 6rawiags were availabii br labommy record,+ attd compered to the specimeA nt the tilt of Ws Mort, A copy of fts report aieng with !epresenWive sections of the test specimen will be retain CTL fbr a pmiotl of fuor (4) years. Tho restjlta 0 : fined apply Orly to the speedmeo tasted. NATiONA LAEd ltl TIRED TESTING S iNC. Mans8cr 119 'ON 0600 9S3 100 UrNb Ao db AAA �Y01, :ll 900'1 '� '�13S 0' 12/"0 DS 11: 55 40733192 7 CASSELBSRR',1 LASS PAGE O7', 1 W t3F.MINI SC ULFWAPD • OPLANDO, FLOMIAA 32637 PHONE (07) 2o mug • FAX (40) g404W WORT NO; NOTI,310-199&1,2 TMDAM 11-12-97 UPO1RT PATE: 12-20-97 MWATION"IM: 12.31-01 (NM) OFFICE 5630 Owa lmey Drive A t m, GA 3 6 8: 1% AF Attsa Ice Ines Series "20D" Single (h WM4 Storafvot Opvn4le Dom, ASTiV1 i 00-90 Test M. dwd ft Stnxturd Pa'Somwe of Extaiur'GU dowa, Ctrtaits W As wd Dom byUdfa Tm i 1 rAc k Praz= lice. AS',TM E20-91 Tau .Mc&od for 1lowmiiaing to 1 (if Air Leakage Tbtusuo e ! or Wbdm, Cufta9s► Wa!b wd Doers WAar Spmifled hesm DK=uvs Rose Ilse S1+a:itt = Maptar 16 of v I, ltlrat{lda Bttild%g Code, 19S7 Quid a Specfficerloas Stott And 4awmtao Menu 1. I. Descriptiaan *(Unit &C : Single Caw 1 La 2 : 313-3/7'void e y 71.W high overall. �aatC�+ar�t(8na t?ae aporasal panel . A Acsive dose past ono (1) '11-3J4" v4d*t!y W] 1-3/16"iai, L 2, Ma Chocatetet 1R"rat�esaawif tee _oar�alaeal Malts frat w aid active pwvA members were of armulacl alumit3um. PROM i SIONALS N ME $CIJz'lKE Cf yFS Tag ceL� )�u 7 G 9�n lUti 0ONV 0 �V �' ?, 09f 12/ 200PD 11: 55 4d733:19257 CASSELBERRYGLASS PAGE 04. YXK AP AMerisa ,iaao. 2- NIC:'Y" A10-199d1.1,2 : Operzible pawl 11 C Wk ek& tempem& GILL__ Mood.- The parcel was sr ' mich glleAng egg an Waiar and latalor snapin ikub= Wa;dnO d4 employing double iestfEPDMtab] i &AWggeskm. V aaY: Active panel ( "wide by 75-314" high) ll mot C rs- no hceddma tmers were of double sc *w butt tppe wmtmctlm The jantblsM comas were of bum type oonsm=dian. Aaa al:: uinum dw ahold clip doubled as a coma key*wing WaV, hgdQMft3gHwg The active pan(i headletile c nmi were of ttityyle swcw butt -type two (2) (0 g x 1 ") F1iW saesr+s; one (1) 31rI x 16" x 1" Alan 1; ad bok. Also, each oemer was spas welded. A W bar measwing 2" x i - 12" x 3116" was used at the stile hAH eomem. A uV sbaped aluminum gawet was eased at ft hollow rail cm9m �� IItt Loea� Flvd'bbe bulb vinyl Single step EN6 active door petrellamb and the head„ Bottom door sweep 6U (1) Bott mof aetive panel, u ' on NaRth I&C-8-id-GA Cylinical (beak bolt) lock One (1) 31-1/1" ftm tM boom a* of ft rlglxt active psrtd lock sdk. Ofct pivot binge Ono (1) At the top and bon= of the acth+e panel hinge stile. Smild as AW kexpem Ode (1) At lack wile poia f"aah/plau handles One (1) set 40-3j4" fta the botwm edge of both active papal look ndea. NIA ALMftl.' WA HdjMMpLW NIA �kttin: The apec�ww was mows A into a presatu+e'bated vmod buck sews ,Method ofAr&jMW (c , e fmtencr ddaVim). ayg j resimldc 'dim (3) (# I ( x 1'3i4") flat baoA Jam: Pow (a) (Al 12 x 3-M) flat iu ; A; clot (8) total, IN 0600 9�8 zob Omlm da 0 90OZ 7! 'd S El3i 12el2,005 11: 5� 4073 319257 CASSELBERRYGLASS PAGE 015 -3- NOIL-210-19.t,2 G :yt1l i L= Al"pr AS'TN E293 Alr irtfilt , itlou (wit door sweep) 1,V paf t ;;5 nVhj 0.18" CF;%W 6.24 psf t 0 mpki 0.3 a" C$' i" -..-- As`'T141 E330 NAM L ]da D&MId."1'TON 61.0 pet ,'tarior (DY.) 0.261" 0.463" 61.0 psf i i tenor (D,P.) 0,259" a463'' A SM M30 vwfatm S ;16C Lcecls FWJ 1A ad i 91.5 psf e i tarior (D.P. x l,5} 0.091" 0,333" 91.5 ptdk ' Briar (D.P, A. 1.3) 0.0' v 0.333" FORM ENrRT RESUTANCE �S� 73 SPEC�BN NC1 tR �� �il� 'rest No. l - idand 70ol IV,! aipwatioc MCCu 86 ' d est No. 2.300I* 1 SC lbf: 'teat MSM as tt wd No. :3 - 3001+ 1501U.. Meets as stated i em No. d - 30"ISO lbf. 'lest Moft as Staw No. 5 - lhnd A Tool M , ipulatlon Deets w stared TISTCOPOUTZDj tllaf 2-�'7 StruaWralNotes; palnMent set measarOd r*2diatla rope dad u*9 ",abaft encoder -fig W defluidoa measurer, attd wen taken at P� of the lad verti�i a totem I tec. {See t�terter dlsa) StlM- At the co elusion of the teed,:, i no daaaV to ilia specbvAn was observe The producra tavAd m eet the criteria h Chttpthr 2309 of the Smth Florida Ehtil ft Code attd Protwol ?A 202-94. Forced any Test perlbrmcd a �lmuitaneotasly will; ;)peed 300 Ws, load. T to weiavu testad nicer dm mstm iA F Chapter 36 of the South ]Florida Buildiq Code fbr Fwced Batty Rftiamm. Neff; 30C ttf. Me" ware al[achW to t 10 active door prutel wvifl % 3" of the locks to the direr that would DWA w open it The 1501b. for{ 1''S wee applied 1A bath POMIttdlevlar db=400 to the 3001b. tbrve Two (2) mUl viiqum win used for VC: *am static loads and did tact aftot dx epsaitneta's peti'om m oe. S d Gr 9 C,N C600 9S8 (0� OCNvw jv y)A NdO[:Z� 9006'Ll 'diS 09f 1212Fjfjr, 11: 55 4573319257 CASSELBERRYuLASS PA,.E 06 ilx AP Amcdco Im 1 -4- NCI'1 Ala-wwp At the oo nJi ndom of%$ & no dMi , ► w 9w spetdxm or hatdtd+ n was abaorveat. Putt test ibrm of 300 ibs. were Whir 14 by use of geurod pa dMg devices ea@ mod Dillon Fam GUM. Amid mod tool mxApulatlmtmtwis A lesge flat head =w ddvw, DemUcd dwmW was available .•ter 11 bocawry records and compared to dix test m, wimm at tits ame of ft rcport A cr►py of this MW along i t repro. i =gtNo sectiana of die beat spec = VAU be remised by NCT1, for a perm of four (4) yam. T= rrrmb obWood at j 0 QWY to dw ipecinm tested ieW 7989Pi C INC 0600 956 log U0Nvi' o dV Ny 'd 3S -1.`1 2/20CK 11, `5 4 0 7 3'3 19 2,.7 CA SSE L B E- RR Y i 3 L A:S S PAGE 07 is, E 111�1 om 1464 GEMIM BOULEVARD * ORLANDO. FWAIDA 32937 PHONE (407'1240-1366 a FAX (407) 2404er. RNA= ItMZ18-19WA OFFICE I= DATE! 11-12-97 REPORT DAM 12-20-97 EVIRAW N12-31-01 (XCM) QMWQy YKK AP Ameeift lee, 5630 Cywsl=y Dave At GA 30336 =JffkC_n_K_E_N_I. YKK AP AoU - io ma's Sodics "201)" 00410 OdWoAmg Swmfmx Operable Dora' synom _9QZKAPQ ;489 AM J ! 13040 Test Mobod for SU=:wW Pa*mwxe of &mt%r cwtdo Wou and Doc" *, unitimm,'' xW Air Pmmm DiMmam AMU E283-91 ' d f&tDv=oW% AMVS$ tbz Spodmem Choptw 36 of ti '90WA FlwWa DWI&S Code. 1987 GmWe Spedfiadu Swmemt md Eatmoo MAMW. L Docripa" or uldt DooWe Owo, q 614/2"iMidt y 71-3/4"Woom" c"Ammom Two opembf 11 podels = or, A. Active &w, panels rm k2,. r 11-314" wW by 611-34 61' bil#L edv&wztct mab! W WAh fh=t and sedve poet membm wwo of mmow aluwimm AM! SMONALS IM THE SCIW OF TES" NG 'ON 0601, j dv N61 I :Z"! qno, t QL-",DJ f'HQL u0 YXK AP Aa ks AC6 �t -2' N a1996.3,4 riacdnr Ma�eri Qpemhb per, 13/16" t5ldc Char Cyr_ a6i►+__,. ► l�od= Both pmae�ta wo � e a�iul� � y� �,;or and iateric�e W B dostble katl�Ddtd Sac ! ae:g � a°+�P^� a1v mm glasiog ba O ems' : Aa$w p" (30" wide V 7S.3/4" VIM COUMIder 7be beso ; 5b Wmm wm ofdmbls wrow brua W man, nw jmmb/O oomm ofbust W" cmgnwdx Au i bmint>no ftm aW clip d mWcd as a eat= l V4-iqghb)jp& bmet Con msfm. "nm active pr i sal budWs eomAn %we of mfplo screw bua" tm {l) (P 6x 1") PH.4M sc7vW Of 0) M" x 16" X In Ala i bead bolt Also, Cash Coasts was spat Wgdad. A slat ba ma& ring Y T 1 1 n" x 3/l6" was tamed at the sila htCOMM I Iaw Maass. A'q7" aT>aped gluealsium gweet was aged as fee 1ta11aw rah WP im daerpanol and ma bead. camUrfin (0.430" high) $ suip t eafrs pal lam atrle. bold lock Oac l} 31r ttte bot<flen edge at'ibe' act �mal lock atfla ]rivot sv' 8 one At tba tssp ad boa= solos ac d" P"M&sb7a. Tn"011 atom bole ono p) ll'onftm =ch sad of NO 1e8 aW.a Pastal lock ode Steel ; 7' m (3) As ab* Wa XJCL (1) xt 40.3/4" hnm deboom edp ofbft ietivtepaad lookatilei W @VA ww RdWWUMW WA btWba. 71" aPeoftaa WU nmz o i d into a pry treetod wood busk. hIMMSA Mgdnh etA ........ (3+ t 414pla* 9 'd 6169 'ON 0600 9�8 coy OUCH 0 sin Nk :Z[ 90N 'z 'i;I's F mUL. U 7 YM AP ••ftjjuu f •1 /nnr�� �llls�iotllts�c: six (s ; 11 tc head. hMkF Fow (4) (012 x 3.1*w lac ke4, aigbt M t*l All T ire = ! LQL= ALUM ASTM F183 Air b ! Jtrsdan (Whb door swap) 1.57 f ; f(23 mph) O.Sr CFU)Fr 6.24 V ; f (SO mph) 1.10" CFib'lr'1' A$TM B330 DWx Lot& Awksal 61.0p ;,'wtwiar(D.P.) 0A61"" 0.4d3" 614 p I'ktaias (D.P j 0.459" &463" ASTM MM unicbm . Stt* L" IW IA! ds 91.5 pt : astior 0.333" 91.5 ps ! lattsiar my. x 1.5) O.Z4a" 0S33" FORM ffiIO'YWXFS18't"ANCE '�1w && Tool 14ft*dwm Man f� Tact No., 2.3W 1501M Mesa as at m Tts Na. 3 - 30VJ 501ttL Momas gl6d TOtNo.4.30VI50M Men as asaaea Test No, S • Rand & Tbola>adoe 1 as saved COS, xl.0 p7 Srtvotttrui Now, TZST VMGI i Sh4ft Cac°dw`fttal do8ecdw riltaum, ad ate Wzz st adstik& (Sea fast i ow dlst mfa) NOTI. At ilia gOddUliM of tha IN! m8 ao dttmap to Ms Vcdmm was vbsarvai forud awry tootm " Tor pwfwt<aW sWmb ot* p& ! VpUcd 3W ft bai The Vocimms oeamQ maet the ttitad I InfC Oft 36 of d" Sotxb F1dds B dI ft Cads JW i'ctzoed 8ctty Nate 3WTb.ftvwwma%mMWj, d1e hire door panel wlthtn 3" of tdta laoict b ttts dstocg4m t2 wotsid rood m epan 1L rm 1 SO Ox It ! as vamna sAD W in bolt pap,& din $9 the 3001b, Sena 6 ° ZtZ9 ON 0600 9S8 LOti OONVINO db NNA N;cl!'l 906?'ll'd�S ., ..., .V�".' AA. Jr �VrJJ�:7G:J( IJH:J:�t.Lt�ChKYULH.75 t"HUt 1rJ �Y j Tl%v (2) aW vis"m wm need 6 m u ft& looms sad dud as ea'oct &C vfti a's At tie coadvslan d%oda& ao dw i p to the 4poftm or bardwm was obmavo& iRdl nffit the m at3W A& ware mg: v" by an otgmv d Pail stmg dovl m sad meastsbd va DiR& Farce Mum Head xodtool � � t,� � �-A� 9arxu�rd>!t>raw d►irsc, Detsdtetd dt�cov9ode a+ans sysllabba iao , !sbatataay teeetrde amd oau�od �o dae t>aet semen a t6s t�md ot't�a A Dopy vtfts repM alamg mA eve aoadam of ft Cdet � i tpecbaea w01 be mmitued by AiC,"Hr >lor a period of bw (4) YM. Us nob abWaed ; i try Daly to 6s speaimm Ustvd. Jl � ilZ9 �cN 0600 9S8 10 OONblbO rid ��h Wdll l� 9Q01'll ;;S BP210U01 CITY OF SANFORD 3/22/07 Application Miscellaneous Information Maintenance 9:01:29 Application number . . . . 07 OOOG c>511 Parcel Number . . . . . . 28.19.30.516=0000-0030 Address . . . . . . . . . 201 SPECIALTY POINT Type information, press Enter. 2=Change 4=Delete 5=Display Opt Code Date Print Miscellaneous Information HISB 12/14/06 Y **************SHELL ONLY************** _ _ HISB 12/15/06 Y noc on file, expires on 12/15/06 HISB 12/15/06 Y QUALITY PLUS-ELE U/G CONDUIT ONLY PER HISB 12/15/06 Y WAYNE $10 APP FEE/NO PERMIT FEES HISB 12/15/06 Y QUALIFY.. HISB 3/14/07 Y fema and cert of elev on file _ HISB 3/14/07 Y co sign off; HISB 3/14/07 Y P&Z; MR 03.14.07 HISB 3/14/07 Y PW: NA HISB 3/14/07 Y Util:RB 03.19.07 verbal HISB 3/14/07 Y Fire: MJ 03.22.07 Bottom F3=Exit F6=Add F12=Cancel �. r 1OCT 7 'NER S U R V E Y I N G 12 March 2007 City of Sanford Building Department 300 North Park Avenue Sanford, Florida 32771 Re: 201 Specialty Point To Whom It May Concern: This is to certify that the finished floor elevation of the new building constructed at the above site meets or exceeds the requirements of Section 6- 7 of the City of Sanford Building Code. Should you have any questions or need additional information, please do not hesitate to call. Sincerely, R -Blair-Kitner P.S.K. No. 3382 P.O. BOX 823 - SANFORD, FLORIDA 32772-0823 - (407) 322-2000 U.S. DEPARTMENT OF HOMELAND SECURITY ELEVATION CERTIFICATE OMB No. 1660-0008 Federal Emergency Management Agency Expires February 28. 2009 National Flood Insurance Program Important: Read the instructions on pages 1-8. SECTION A - PROPERTY INFORMATION :For Insurance Iompany Use: Al. Building Owner's Name SPECIALTY POINT HOLDINGS, LLC • Poicy Number - • - A2. Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or, P.O. Route and Box No. Company NAIC. Number 201 SPECIALTY POINT City SANFORD State FL ZIP Code 32771 A3. Property Description (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) LOT 3, UPSALA BUSINESS PARK PLAT BOOK 69 PAGES 12 & 13 A4. Building Use (e.g., Residential, Non -Residential, Addition, Accessory, etc.) COMMERCIAL A5. Latitude/Longilude: Lat.28D48.320' Long. 81 D19.298' Horizontal Datum: ❑ NAD 1927 ®NAD 1983 A6. Attach at least 2 photographs of the budding if the' Certificate is being used to obtain flood insurance. A7. Building Diagram Number 1 A8. For a building with a crawl space or enclosure(s), provide A9. For a budding with an attached garage, provide: a) Square footage of crawl space or enclosure(s) NA sq ft a) Square footage of attached garage NA - sq ft b) No. of permanent flood openings in the crawl space or b) No. of permanent flood openings in the attached garage enclosure(s) walls within 1.0 foot above adjacent grade NA walls within 1.0 foot above adjacent grade NA c) Total net area of flood openings in A8.b NA sq in c) Total net area of flood -openings in A9.b, NA sq in SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1. NFIP Community Name & Community Number 62. County Name 83. State CITY OF SANFORD 120294 SEMINOLE FLORIDA B4. Map/Panel Number B5. Suffix B6. FIRM Index B7. FIRM Panel B8. Flood B9. Base Flood Elevation(s) (Zone Date Effective/Revised Date Zone(s) AO, use base flood depth) 12117C 0045E E APR 1995 APR 1995. X, . NA 610. Indicate the source of the Base Flood Elevation (BFE) data or base flood.depth entered in ttem.B9. ❑ FIS Profile ® FIRM ❑ Community Determined ❑Other (Describe) . B11. Indicate elevation datum used for BFE in Item B9: ® NGVD 1929 ❑ NAVD 1988 ❑ Other (Describe) 1312. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? ❑Yes ®No Designation Date ❑ CBRS ❑ OPA SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) Cl. Building elevations are based on: r. . ❑ Construction Drawings' . ❑ Budding Under Construction' ® Finished Construction 'A new Elevation Certificate will be required when construction of the building is complete. C2. 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 C2.a-g below according to the budding diagram specified in Item AT Benchmark Utilized Vertical Datum NGVD 1929 Conversion/Comments Check the measurement used. a) Top of bottom floor (including basement, crawl space, or enclosure floor)_ 36.01 ® feet ❑ meters (Puerto Rico only) b) Top of the next higher floor NA. ® feet ❑ meters (Puerto Rico only) c) Bottom of the lowest horizontal structural member (V Zones only) NA. ® feet ❑ meters (Puerto Rico only) d) Attached garage (top of slab) NA._ ® feet ❑ meters (Puerto Rico only) - e) Lowest elevation of machinery or equipment servicing the building 36.6 ® feet ❑ meters (Puerto Rico only) (Describe type of equipment in Comments) f) Lowest adjacent (finished), grade (LAG) 35.2 ® feet . ❑ meters (Puerto Rico only) g) Highest adjacent (finished) grade (HAG) 35.7 ® feet ❑ meters (Puerto Rico only) 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. I certify that the information on this Certificate represents my best eftorts to interpret the data available. I understand that any false statement may be punishable by fine or imprisonment under 18 U. S. Code, Section 1001. ® Check here if comments are provided on back of form. Certifier's Name R. BLAIR KITNER License Number PSM# 3382 Tifle PRES Company Name KITNER SURVEYING, INC. Address P O BOX 823 City SANFORD State FL ZIP Code 32772 Date 12 MARCH 2007 Telephone IMPORTANT: In these spaces, copy the corresponding information from Section A. For Insurance Company Use: Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. Policy Number 201 SPECIALTY POINT City SANFORD ., State. FL ZIP Code 32771 Company NAIC Number ; SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certificate for (1) community official, (2) insurance agent1company, and (3) budding owner. Comments Signature Date ❑ Check here if attachments SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zones AO and A (without BFE), complete Items El-E5. If the Certificate is intended to support a LOMA or LOMR-F request, complete Sections A, B, and C. For items E1-E4, use natural grade, if avadable. Check the measurement used. In Puerto Rico only, enter meters. E1. Provide elevation information for the following and check the appropriate boxes to show whether the elevation is above or below the highest adjacent grade (HAG) and the lowest adjacent grade (LAG). a) Top of bottom floor (including basement, crawl space, or enclosure) is ❑ feet ❑ meters ❑ above" or ❑ below the HAG. b) Top of bottom floor (including Basement, crawl space, or enclosure) is ❑ feet ❑ meters ❑ above or ❑ below the LAG. E2. For Building Diagrams 6-8 with permanent flood openings provided in Section A Items 8 and/or 9 (see age 8 of Instructions), the next higher floor (elevation C2.b in the diagrams) of the budding is Elfeet ❑ meters Elabove or below the HAG. E3. Attached garage (top of slab) is ❑ feet ❑ meters ❑ above or ❑ below the HAG. E4. Top of platform of machinery and/or equipment servicing the building is ❑ feet ❑ meters ❑ above or ❑ below the HAG. E5. 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? ❑ Yes ❑ No ❑ Unknown. The local official must certify this information In Section G. SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owner's authorized representative who completes Sections A, B, and E for Zone A (without a FEMA-issued or community -issued BFE) or Zone AO must sign here. The statements in Sections A, B, and E are caoirect to the best of my knowledge. Property Owner's or Owner's Authorized Representative's Name Address City State ZIP Code Signature Date Telephone Comments Check here if attachments SECTION G - COMMUNITY INFORMATION (OPTIONAL) The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A, B, C (or E), and G of tttis Elevation Certificate. Complete the applicable item(s) and sign below. Check the measurement used in items G8, and G9. G1. ❑ The information in Section C was taken from other documentation that has been signed and sealed by a licensed surveyor, engineer, or architect who is authorized by law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G2. ❑ A community official completed Section E for a budding located in Zone A (without a FEMA4ssued or community4ssued BFE) or Zone AO. G3. ❑ The following information (Items G4.-G9.) is provided for community floodplain management purposes. G4. Permit Number G5. Date Permit Issued G6. Date Certificate Of Compliance/Occupancy Issued G7. This permit has been issued for: ❑ New Construction ❑ Substantial Improvement G8. Elevation of as -built lowest floor (including basement) of the building:. _E] feet ❑ meters (PR) Datum G9. BFE or (m Zone AO) depth of flooding at the building site: ❑ feet ❑ meters (PR) Datum Local Official's Name - Title Community Name , Telephone Signature Date Comma J T.N. Davis Consulting Engineer Florida Civil Engineer #7857 Florida Threshold Inspector #0927 March 5, 2007 City of Sanford Building Dept. Sanford, Florida Re: Commercial Building 201 Specialty Point Lot # 3 Sanford, Fl Kirby job # 532409 180 County Road 427 S. Suite 104 Longwood, Fl. 32750 (407) 339 4422 This letter is to certify the pre-engineered building for the above referenced project has been erected in accordance with the approved manufacturer's plans and specifications and M 3MA Standards. In addition to the above, the following requirements have been addressed. 1. The pre-engineered steel erection is in substantial compliance with approved structural plans and applicable AISI code. 2. Field welding meet Structural Welding Code. 3. The assembly and inspection of high strength bolts conforms with approved plans and ASTM, A235 and A490. Sincerely, G T.N. Davis, P.E. r T.N. Davos Consulting Engineer Florida Civil Engineer #7857 Florida Threshold Inspector #0927 March 5, 2007 City of Sanford Building Dept. Sanford, Florida Re: Commercial Building 201 Specialty Point Lot # 3 Sanford, Fl Kirby job # 532409 180 County Road 427 S. Suite 104 Longwood, Fl. 32750 (407) 339 4422 This letter is to certify the pre-engineered building for the above referenced project has been erected in accordance with the approved manufacturer's plans and specifications and MBMA Standards. In addition to the above, the following requirements have been addressed. 1. The pre-engineered steel erection is in substantial compliance with approved structural plans and applicable AISI code. 2. Field welding meet Structural Welding Code. 3. The assembly and inspection of high strength bolts conforms with approved plans and ASTM, A235 and A490. Sincerely, zp"�, /u CGlic-� T.N. Davis, P.E. BP200I01 CITY OF SANFORD 3/20/07 Application Inquiry 08:45:09 Application number . . . . . 07 00000651 Application status, date . . APPROVED 12/15/06 Property . . . . . . . . . . 201 SPECIALTY POINT Parcel Number. . . . . . . . 28.19.30.516-0000-0030 Alternate location ID . . . . Zoning . . . . . . . . . . . . PD PUD Application type . . . . . . : NIND NEW INDUSTRIAL Application date . . . . . . . 12/14/06 Tenant number, name . . . . . Master plan number, rev'wd by: 138 Estimated valuation . . . . 240000 Total square footage . . . . 6000 Public building . . . NO Work description, qty . . . . Pin number . . . . . . . 401905 Application desc . . . . . . new industrial building/shell only Press Enter to continue. F3=Exit F5=Land inq F7=Appl names F8=Tracking inq F9=Bond inquiry Fll=Receipts F12=Cancel F13=Val calcs F14=Misc info F24=More keys V F10=Fees DATE: 18-OCT-2006 JOB NO. 532409MB PAGE I +-----------------------------------+-----------------------------------------+-----.-------------------------------+ KIRBY BUILDING SYSTEMS, INC. ! CUSTOMER NAME : UPSALA BUISNESS LOT 3 I BUILDER NAME : SUNSPAN STRUCTURES ! I P.O. BOX 390 PORTLAND, TN 37148 ! CUSTOMER ADDRESS: SANFORD, FL. ! BUILDER ADDRESS : LONGWOOD, FL. ! ! +-----------------------------.------+--------------------------------------------+----------- --------------------- -- BUILDING DESCRIPTION: 517- � qa - (® Type: RSU Span: —6,6-tt"0'0 Length: �- 0 Back Eave Height: 18-06-00. Front Eave Height: Roof Slope: 0.500/12 Bay Spacing: 4@25 GOVERNING LOAD CODE: 2004 FL Building Code DESIGN LOADS INFORMATION: Designed As Enclosed Structure Dead: 2.00 PSF Collateral: 3.00 PSF Occupancy Category: II Live: 20.00 PSF with Tributary Reduction Minimum Live Load: 12.00 ss Wind: Speed: 110 MPH Exposure: B Iw: 1.00 Kzt: 1.00 Kl: NA K2: NA K3: NA �41- V� won J\ ------------------------------------------------- 0 ------------------------------------------------------------------------- (y ! Additional Notes i �; This Building Is Designed As An Enclosed Structure. All Exterior Components (Doors, Windows, etc.) Must Be Designed ! ! To Withstand The Wind Loadings Specified For The Design Of Components And Cladding In The Above Referenced Code. ! This Design Extends Only For The Loads Specified On Kirby's Purchase Order As Applied To The Structural Components Of JJJ The Building Designed And Fabricated By Kirby And Erected In Accordance With Kirby's Instructions +--------- ---------------I ! Bolt Tightening Requirements: Snug -Tight ! ! Kirby Design In According With The Design Provisions Of The 1989 AISC Specification ! ! ^ ! For The Design, Fabrication And -Erection Of Structural Steel Buildings, The 1996 AISI ! ! �v\ ! Specification For The Design Of Cold -Formed Steel Structural Members, The 1996 MBMA ! ! ! Low Rise Building Systems And The AISC Steel Design Guide Number 3 - Serviceability ! ! Design Considerations For Low- Rise Buildings. ! Note That Kirby's Engineer Is Not Acting As The Engineer Of Record For This Construction ! ! ! Protect And Is Not Responsible For Observation Or Inspection Of The Erection Of The ! ! Building System. i +---------------------------- - - - - ------------------------'-,7 -------------------------------+----------`----`----------+ FORREST J. RUSSELL Florida P.E. Lie. 951590 P.O. Box 390 Portland, TN 37148 DATE: 18-OCT-2006 JOB NO. 532409M2 PAGE 2 TABLE OF CONTENTS: Manual Design: Pages To )T Back Sidewall Design Pages ',9 To y Z Frame Design Pages To ZS Front Sidewall Design Pages N To 4 $ Roof Design Pages 'Lto To Left Endwall Design Pages fi`i To Ca -Co Roof Bracing Design Pages To ?�(> Riglit Endwall Design Pages (,I To �jcf +-------+------------------------------------------------------------- -------------------'----+----------+---------+ ! ! Designer Checher ! ! Rev # ! Description ! Initial ! Initial ! & Date ! to ! ----------------------------------------------------- +---------- -- + ! 0 ! Initial Design 3 ! �! +-------+---------------------------------------------------- -------------------- --------(4 I I ! ! ! i 2 +-------+------------- ---- I I --------------------------------------------------------------------+----------+---------+ ! ! ! i 3 +-------+----------------------------------- I I ------ ----- -------------------+----------+---------+ ! ! ! i 4 I I ------ ----------------------------------- --+----------+---------+ I I I 5 i +-------+-------------------------- I I ----------------- ---------------------------------+----------+---------+ ! ! ! i 6 i I I -- ---------------------------- -----------+----------+---------+ ! ! ! 7 ! ! +-------+---------------------------------------- I I ------ ------------------------- +----------+---------i- I I I i 8 +-------+------------------------------------------------- ------------------------------------+----------+---------+ 1 a T. [ Kird ''M u. e CODE:ST DESIGN 000 -• IMPORTANCE CATEGORY: JOB NUMBER: 532409 DESIGNER: AB DATE: 8/22/2006 BASIC WIND LOAD: 18.45 PSF ROOF SLOPE: 0.5/12 BUILDING IS ENCLOSED BUILDING IS A SINGLE SLOPE WALL: 24 ga KR w/ #12-14 SDS w/ Washer Int. Zone Coeff = 1.17 Edge Zone Coeff = 1.44 Interior Edge Fastener Zone Interior Zone Edge Girt # Allowable Trib. Fastener Local Zone Local Zone & Load Width Spacing Trib. Area Pressure Fastener Unity Pressure Fastener Unity Gauge (Ibs) (ft) (ft) (sf) (psf) Load (Ibs) Check (psf) Load (Ibs) Check 1 (16) 248 5.00 1.00 5.00 21.6 107.9 --OK-- 26.6 132.8 --OK-- ROOF: 26 ga KR w/ #12-14 SIDS ZAC Int. Zone Coeff = 1.18 Rake Zone Coeff = 1.98 Corner Zone Coeff = 2.98 Interior Rake Corner Zone Interior Zone Rake Zone Corner Purlin # Fastener Fastener Local Zone . Local Zone Local Zone & Allowable Trib. Spacing Trib. Area Pressure Fastener Unity Pressure Fastener Unity Pressure Fastener Unity Gauge Load (Ibs) Width (ft) (ft) (sf) (psf) Load (Ibs) Check (psf) Load (Ibs) Check (psf) Load (Ibs) Check 1 (15) 272 5.00 1.00 5.00 21.8 108.9 --OK-- 36.5 182.7 --OK-- 2 (13) 272 5.00 1.00 5.00 55.0 274.9 *-NABI" t 2-12 Fastener Check Rev V1.3 _2 Kor . ....... . Job # : 532409 Roof Slope = 0.5/12 Designer : AB Purlin Depth = 8 in. OL14LDlt',)XG .-r.G Date : 8/22/06 Purlin Flange width = 2 1/4 in. Panel Type = 26 ga. KR2 Bay Purlin Purlin Bay Roof Number of Dead Live/Snow Collateral W @ Number Gage- Thickness Spacing Width Purlins Load Load Load (lbs) 1 13 0.086 25 60 12 2 20 3 37500 Ctr(398) 2 15 0.066 25 60 12 2 20 3 37500 Ctr(951) 3 15 0.066 25 60 12 2 20 3 37500 Ctr(951) 4 13 0.086 25 60 12 2 20 3 37500 Ctr(398) Continuous Purlin Anchorage V1.2 Kor{/ Job # : 532409 Roof Slope = 0.5/12 Designer : AB Purlin Depth = 8 in. 0UJLUI(W\G SY, r4 Date : 8/22/06 Purlin Flange width = 2 1/4 in. Panel Type = 26 ga. KR2 Frame Ctr p Clip # of Add] Line Capacity Fasteners 1 0.63 251 3000 OK 4 2 0.87 587 3000 OK 4 3 0.81 771 3000 OK 4 4 0.87 587 3060 OK 3-4 5 0.63 251 3000 OK 2" `E' Continuous Purlin Anchorage V1.2 a DATE: 16-OCT-2006 JOB NO. 532409MBAPC PAGE 1 +-------------------------------------+--------------------------------------------+-------------------------------------------+ ! KIRBY BUILDING SYSTEMS, INC. ! CUSTOMER NAME : UPSALA BUISNESS LOT 3 ! BUILDER NAME SUNSPAN STRUCTURES ! ! P.O. BOX 390 PORTLAND, TN 37148 ! CUSTOMER ADDRESS: SANFORD, FL. ! BUILDER ADDRESS LONGWOOD, FL. ! +-----------------------------------+----------------------------------------------------------------------------------------+ * S U M M A R Y P A N E L C H E C K ELEVATION: Roof PANEL TYPE: KR PANEL GAGE: 26 PANEL CHECK: LOCATION FROM LEFT STEEL LINE: Interior UNITY CHECK: 0.5217 'DEFLECTION: L/ 445 / LOCATION FROM LEFT STEEL LINE: Rake UNITY CHECK: 0.7641 DEFLECTION: L/ 315 ELEVATION: Back Sidewall PANEL TYPE: KW PANEL GAGE: 24 PANEL CHECK: LOCATI.ON FROM RIGHT STEEL LINE: 2-00-00 UNITY CHECK: 0.2401 DEFLECTION: L/ 898 LOCATION FROM RIGHT STEEL LINE: 8-00-00 UNITY CHECK: 0.1986 EFLECTION: L/ 1083 LOCATION FROM RIGHT STEEL LINE: 62-00-00 UNITY CHECK: 0.1057 /DEFLECTION: L/ 1554 LOCATION FROM RIGHT STEEL LINE: 71-00-00 UNITY CHECK: 0.1523 DEFLECTION: L/ 843 LOCATION FROM RIGHT STEEL LINE: 83-00-00 UNITY CHECK: 0.1384 DEFLECTION: L/ 1433 LOCATION FROM RIGHT STEEL LINE: 95-00-00 UNITY CHECK: 0.1692 DEFLECTION: L/ 1165 ELEVATION: Front Sidewall PANEL TYPE: KW PANEL GAGE: 24 / PANEL CHECK: / LOCATION FROM LEFT STEEL LINE: 2-00-00 UNITY CHECK: 0.2472 / DEFLECTION: L/ 851 LOCATION FROM LEFT STEEL LINE: 8-00-00 UNITY CHECK: 0.2043 DEFLECTION: L/ 1029 ELEVATION: Left Endwall PANEL TYPE: KW PANEL GAGE: 24 PANEL CHECK: LOCATION FROM BACK STEEL LINE: 57-06-00 UNITY CHECK: 0.2466 DEFLECTION: L/ 855 LOCATION FROM BACK STEEL LINE: 54-06-00 UNITY CHECK: 0.2463 DEFLECTION: L/ 857 LOCATION FROM BACK STEEL LINE: 51-06-00 UNITY CHECK: 0.2033 DEFLECTION: L/ 1038 LOCATION FROM BACI{ STEEL LINE: 48-06-00 UNITY CHECK: 0.2031 DEFLECTION: L/ 1040 LOCATION FROM BACK STEEL LINE: 45-06-00 UNITY CHECK: 0.2029 / DEFLECTION: L/ 1041 LOCATION FROM BACK STEEL LINE: 42-06-00 UNITY CHECK: 0.2028 DEFLECTION: L/ 1042 / LOCATION FROM BACK STEEL LINE: 39-06-00 UNITY CHECK: 0.2027 DEFLECTION: L/ 1043 LOCATION FROM BACI{ STEEL LINE: 36-06-00 UNITY CHECK: 0.2027 DEFLECTION: L/ 1043 LOCATION FROM BACK STEEL LINE: 33-06-00 UNITY CHECK: 0.2027 DEFLECTION: L/ 1043 LOCATION FROM BACK STEEL LINE: 30-06-00 UNITY CHECK: 0.2027 DEFLECTION: L/ 1043 LOCATION FROM BACK STEEL LINE: 27-06-00 UNITY CHECK: 0.2028 DEFLECTION: L/ 1042 LOCATION FROM BACK STEEL LINE: 24-06-00 UNITY CHECK: 0.2040 DEFLECTION: L/ 947 LOCATION FROM BACK STEEL LINE: 21-06-00 UNITY CHECK: 0.1976 DEFLECTION: L/ 1070 LOCATION FROM BACK STEEL LINE: 18-06-00 UNITY CHECK: 0.1916 DEFLECTION: L/ 1221 LOCATION FROM BACK STEEL LINE: 15-06-00 UNITY CHECK: 0.1886 DEFLECTION: L/ 1194 LOCATION FROM BACK STEEL LINE: 12-06-00 UNITY CHECK: 0.1911 DEFLECTION: L/ 1164 LOCATION FROM BACK STEEL LINE: 9-06-00 UNITY CHECK: 0.1936 DEFLECTION: L/ 1136 LOCATION FROM BACK STEEL LINE: 6-06-00 UNITY CHECK: 0.2368 DEFLECTION: L/ 921 11 DATE: 16-OCT-.2006 JOB NO. 532409MBAPC ELEVATION: Left Endwall (continued) LOCATION FROM BACK STEEL LINE: 3-06-00 UNITY CHECK: 0.2393 DEFLECTION: L/ 903 LOCATION FROM BACI{ STEEL LINE: 2-06-00 UNITY CHECK: 0.2401 DEFLECTION: L/ 898 ELEVATION: Right Endwall PANEL TYPE: KW PANEL GAGE: 24 PANEL CHECK: LOCATION FROM FRONT STEEL LINE: 2-00-00 UNITY CHECK: 0.2466 DEFLECTION: L/ 855 LOCATION FROM FRONT STEEL LINE: 5-00-00 UNITY CHECK:. 0.2463 DEFLECTION: L/ 857 LOCATION FROM FRONT STEEL LINE: 8-00-00 UNITY CHECK: 0.2033 DEFLECTION: L/ 1038 LOCATION FROM FRONT STEEL LINE: 11-00-00 UNITY CHECK: 0.2031 DEFLECTION: L/ 1040 LOCATION FROM FRONT STEEL LINE: 14-00-00 UNITY CHECK: 0.2029 DEFLECTION: L/ 1041 LOCATION FROM FRONT STEEL LINE: 17-00-00 UNITY CHECK: 0.2028 DEFLECTION: L/ 1042 LOCATION FROM FRONT STEEL LINE: 20-00-00 UNITY CHECK: 0.2027 DEFLECTION: L/ 1043 LOCATION FROM FRONT STEEL LINE: 23-00-00 UNITY CHECK: 0.2027 DEFLECTION: L/ 1043 LOCATION FROM FRONT STEEL LINE: 26-00-00 UNITY CHECK: 0.2027 DEFLECTION: L/ 1043 LOCATION FROM FRONT STEEL LINE: 29-00-00 UNITY CHECK: 0.2027 DEFLECTION: L/ 1043 LOCATION FROM FRONT STEEL LINE: 32-00-00 UNITY CHECK: 0.2028 DEFLECTION: L/ 1042 LOCATION FROM FRONT STEEL LINE: 35-00-00 UNITY CHECK: 0.2040 DEFLECTION: L/ 947 LOCATION FROM FRONT STEEL LINE: 38-00-00 UNITY CHECK: 0.1976 DEFLECTION: L/ 1070 LOCATION FROM FRONT STEEL LINE: 41-00-00 UNITY CHECK: 0.1916 DEFLECTION: L/ 1221 LOCATION FROM FRONT STEEL LINE: 44-00-00 UNITY CHECK: 0.1886 DEFLECTION: L/ 1194 LOCATION FROM FRONT STEEL LINE: 47-00-00 UNITY CHECK: 0.1911 DEFLECTION: L/ 1164 LOCATION FROM FRONT STEEL LINE: 50-00-00 UNITY CHECK: 0.1936 DEFLECTION: L/ 1136 LOCATION FROM FRONT STEEL LINE: 53-00-00 UNITY CHECK: 0.2368 DEFLECTION: L/ 921 LOCATION FROM FRONT STEEL LINE: 56-00-00 UNITY CHECK: 0.2393 DEFLECTION: L/ 903 LOCATION FROM FRONT STEEL LINE: 57-00-00 UNITY CHECK: 0.2401 DEFLECTION: L/ 898 PAGE 0 DATE: 22-AUG-2006 JOB NO. 532409WALL PAGE 1 +--------------------------------- ----+ ! KIRBY BUILDING SYSTEMS, INC. ! CUSTOMER NAME ! BUILDER NAME ! ! P.O. BOX 390 PORTLAND, TN 37148 ! CUSTOMER ADDRESS: ! BUILDER ADDRESS ! --------------------+--------------------------------------- - - - - -F PLACEMENT: WALL DEFLECTION OVERRIDE SPANS: 5-00-00, ************************* * P A N E L C H E C K ************************* PANEL GAGE: 24 STRESS INCREASE FOR WIND NOT ALLOWED PANEL TYPE: KR L/240 3-06-00 PnSz%e-c- . yC(t. P Pam( c�-wG� -dC.v � v• l cs DESIGN LOADS: WIND LOAD SUCTION: 19.930 psf WIND LOAD PRESSURE: 26.568 psf LOADING CONDITIONS: NAME DESCRIPTION DEFL. LIMIT ------------------------ WLS Wind Load Suction ----------- WLP Wind Load Pressure LOADING COMBINATIONS: OVERALL DEFLECTION NAME DESCRIPTION FACTOR SEISMIC LIMIT ------------------------ ------------------------------------------------- 0001 Wind Load Suction 1.00 0002 Wind Load Pressure 1.00 NAME CONDITIONS/FACTORS 0001 1.00 WLS 0002 1.00 WLP *************************************** * S P E C I A L A R E A L O A D S *************************************** MEASUREMENT CONVENTIONS: AREA LOAD LOCATIONS ARE MEASURED POSITIVE UPWARD AND POSITIVE TO THE RIGHT. DEAD, LIVE AND COLLATERAL LOAD MAGNITUDES ARE MEASURED POSITIVE DOWNWARD. WIND LOAD IS POSITIVE FOR PRESSURE. LOAD LOAD LOADING MAGNITUDE (LBS./SQ.FT.) <----- LOCATION -----> CONDITION MEMBER TYPE WIDTH START END START ---------- END --------- WLS ------------ SPAN 1 --------- WIND LOAD --------- 3-00-00 ----------------------- -19.930 -19.930 0-00-00 .---------- 5-00-00 WLS SPAN 2 WIND LOAD 3-00-00 -19.930 -19.930 0-00-00 3-06-00 WLP SPAN 1 WIND LOAD 3-00-00 26.568 26.568 0-00-00 5-00-00 WLP SPAN 2 WIND LOAD 3-00-00 26.568 26.568 0-00-00 3-06-00 13 DATE: 22-AUG-2006 JOB NO. 532409WALL ************************* * D E F L E C T I O N S POSITIVE DIRECTIONS: VERTICAL - POSITIVE UPWARDS LOAD COMBINATION LOCATION VERTICAL NAME DESCRIPTION DESCRIPTION (INCHES) ---- 0001 --------------------------------------------- Wind Load Suction --------------------- 2-06-00 0.088 L/ 680 0001 Wind Load Suction 6-09-00 0.001 L/ 9999 0002 Wind Load Pressure 2-06-00 -0.125 L/ -480 0002 Wind Load Pressure 6-09-00 -0.002 L/-9999 ******************************************* * F O R C E S - U N I T Y C H E C I{ ******************************************* <--- MAXIMUM ---> LOAD COMBINATION MOMENT LOAD NAME DESCRIPTION LOCATION (K-FT) (KIPS) ---- 0001 --------------------------------------------- Wind Load Suction -------- 5-00-00 -- -- - 0.1476 0001 Wind Load Suction 5-10-08 0.0420 0002 Wind Load Pressure 5-00-00 -0.1968 0002 Wind Load Pressure 5-10-08 -0.0560 <-- ALLOWABLE --> MOMENT LOAD (K-FT) (KIPS) ---------------- 0.4749 0.4749 0.4275 0.4275 PAGE 2 <-UNITY CHECK -> MOMENT LOAD -------------- 0.3108 0.0885 0.4603 0.1311 5 DATE: 22-AUG-2006 JOB NO. 532409WALL PAGE 1 ---------------------------------+-------------------------------------+ ! KIRBY BUILDING SYSTEMS, INC. ! CUSTOMER NAME ! BUILDER NAME ! ! P.O. BOX 390 PORTLAND, TN 37148 ! CUSTOMER ADDRESS: ! BUILDER ADDRESS ! ---------------------------------+-------------------------------------+ PLACEMENT: WALL PANEL TYPE: KR DEFLECTION OVERRIDE: L/240 ************************* * P A N E L C H E C K PANEL GAGE: 24 STRESS INCREASE FOR WIND NOT ALLOWED ,p t0_��,-0 4 SPANS: 5-00-00, 3-06-00, 3-06-00 DESIGN LOADS: WIND LOAD SUCTION: 19.930 psf WIND LOAD PRESSURE: 26.568 psf LOADING CONDITIONS: NAME DESCRIPTION DEFL. LIMIT WLS Wind Load Suction WLP Wind Load Pressure LOADING COMBINATIONS: OVERALL DEFLECTION NAME DESCRIPTION FACTOR SEISMIC LIMIT ---- --------------- 0001 Wind Load Suction ------------------ 1.00 0002. Wind Load Pressure 1.00 NAME CONDITIONS/FACTORS 0001 1.00 WLS 0002 1.00 WLP * S P E C I A L A R E A L O A D S *************************************** MEASUREMENT CONVENTIONS: AREA LOAD LOCATIONS ARE MEASURED POSITIVE UPWARD AND POSITIVE TO THE RIGHT. DEAD, LIVE AND COLLATERAL LOAD MAGNITUDES ARE MEASURED POSITIVE DOWNWARD. WIND LOAD IS POSITIVE FOR PRESSURE. LOAD LOAD LOADING MAGNITUDE (LBS,/SQ.FT.) <----- LOCATION -----> CONDITION MEMBER TYPE WIDTH START END START -------------------- END --------- WLS ------------ SPAN 1 --------- WIND LOAD --------- 3-00-00 ----------------------- -19.930 -19.930 0-00-00 5-00-00 WLS SPAN 2 WIND LOAD 3-00-00 -19.930 -19.930 0-00-00 3-06-00 WLS SPAN 3 WIND LOAD 3-00-00 -19.930 -19.930 0-00-00 3-06-00 WLP SPAN 1 WIND LOAD 3-00-00 26.568 26.568 0-00-00 5-00-00 WLP SPAN 2 WIND LOAD 3-00-00 26.568 26.568 0-00-00 3-06-00 E DATE: 22-AUG-2006 JOB NO. 532409WALL LOAD LOAD LOADING MAGNITUDE (LBS./SQ.FT.) CONDITION MEMBER TYPE WIDTH START END --------- ------------ --------- ------'--- ----------------------- WLP SPAN 3 WIND LOAD 3-00-00 26.568 26.568 ************************* * D E F L E C T I O N S POSITIVE DIRECTIONS: VERTICAL - POSITIVE UPWARDS <----- LOCATION -----> START END 0-00-00 3-06-00 PAGE 2 LOAD COMBINATION LOCATION VERTICAL NAME DESCRIPTION DESCRIPTION (INCHES) ---- 0001 ---------------------------- Wind Load Suction ---------------------- 2-06-00 0.095 L/ 634 0001 Wind Load Suction 6-09-00 -0.011 L/-3672 0001 Wind Load Suction 10-03-00 0.025 L/ 1677 0002 Wind Load Pressure 2-06-00 -0.134 L/ -447 0002 Wind Load Pressure 6-09-00 0.014 L/ 2930 0002 Wind Load Pressure 10-03-00 -0.036 L/-1182 ******************************************* * F O R C E S - U N I T Y C H E C K ******************************************* <--- MAXIMUM ---> <-- ALLOWABLE --> LOAD COMBINATION MOMENT LOAD MOMENT LOAD <-UNITY CHECK -> NAME DESCRIPTION LOCATION (K-FT) (KIPS) (K-FT) (KIPS) ---------------- MOMENT LOAD ---- 0001 --------------- ----- Wind Load Suction ----------------------- 5-00-00 ---------------- 0.1357 0.4749 0.2858 0001 Wind Load Suction 8-06-00 0.0576 0.4749 0.1213 0001 Wind Load Suction 10-03-00 -0.0627 0.4275 0.1468 0002 Wind Load Pressure 5-00-00 -0.1810 0.4275 0.4233 0002 Wind Load Pressure 8-06-00 -0.0768 0.4275 0.1797 0002 Wind Load Pressure 10-03-00 0.0836 0.4749 0.1761 q 43 (-4- 1-7-1 L ce 15 V � /A ^ C) . Z,( 4. z F - 0, 5 "-' BY 14L3 DATE -Z,7 -0 Cp CHK'D DATE SHT NO. OF REV III . ........ . v we)>qo (4) 2(f�6 A�3ZS y4e)�,io ) j,%14 A--5_ DATE: 16-OCT-2006 JOB NO. 532409MEA PAGE 1 +------------------------------+------- ---- --- ------------+-------------------------------------- ! KIRBY BUILDING SYSTEMS, INC. ! CUSTOMER NAME : UPSALA'BUISNESS LOT 3 ! BUILDER NAME SUNSPAN STRUCTURES ! ! P.O. BOX 390 PORTLAND, TN 37148 ! CUSTOMER ADDRESS: SANFORD, FL. ! BUILDER ADDRESS LONGWOOD, FL. ! +---------------------+------------------------------------+--------------------------------------------i *************************************************** * M A I N F R A M E D E S I G N R E P O R T* FRAME TYPE: RIGID FRAME SINGLE SLOPE UPWARD FRAME IS UNSYMMETRICAL FRAME IS USED AT FRAME LINES: 2, 3, 4 THIS FRAME IS DESIGNED WITH CONSIDERING FLANGE HOLE REDUCTION BUILDING WIDTH: 59-06-00 DESIGN BAY SPACING: 27-04_08 BACK COLUMN: BASE ELEVATION: 0-00-00 LOCATION: 0-00-00 EAVE HEIGHT: 18-06-00 GIRTS ARE BY -FRAMED GIRT DEPTH: 0-08-00 i FRAME DESIGNED BY INTERACTION GIRT LOCATI.ONS (FROM BASE OF COLUMN.) (A * INDICATES AN INPUT FLANGE BRACE LOCATION. SEE FLANGE BRACE DESIGN SECTION FOR ACTUAL LOCATIONS.) 15-00-00* 18-06-00 RAFTER ROOF SLOPE: 0.500/12 PURLINS ARE BY -FRAMED PURLIN DEPTH: 0-10-00 PURLIN LOCATIONS (FROM THE HIGH SAVE) (A * INDICATES AN INPUT FLANGE BRACE LOCATION. SEE FLANGE BRACE DESIGN SECTION FOR ACTUAL LOCATIONS.) 0-00-00 1-0�-07* 6-02-07* 11-02-07* 16-02-07* 21-02-07* 26-02-07* 31-02-07* 36-02-07* 41-02-07* 46-02-07* 51-02-07* 56-02-07* 59-06-10 FRONT COLUMN: BASE ELEVATION: 0-00-00 LOCATION: 59-06-00 SAVE HEIGHT: 20-11-12 GIRTS ARE BY -FRAMED GIRT DEPTH: 0-08-00 GIRT LOCATIONS (FROM BASE OF COLUMN.) (A * INDICATES AN INPUT FLANGE BRACE LOCATION. SEE FLANGE BRACE DESIGN SECTION FOR ACTUAL LOCATIONS.) 15-00-00* 18-06-00* 20-11-12 CONNECTION BOLTS: A325 MATERIAL YIELD STRESSES TOP FLANGE: 55.00 KSI BOTTOM FLANGE: 55.00 KSI WEB: 55.00 KSI AISC SHAPES: 36.00 KSI PIPE COLUMN: 36.00 KSI AISI SHAPES: 55.00 KSI STIFFENER PLATE: 55.00 KSI CONNECTION PLATE: 55.00 KSI BASE PLATE: 55.00 KSI ANCHOR BOLT: 36.00 KSI F'C FOR CONCRETE: 3.00 KSI CLEARANCES: (FROM REFERENCE ELEVATION) VERTICAL BACK @ HAUNCH: 15-08-01 VERTICAL FRONT @ HAUNCH: 17-10-10 HORIZONTAL FROM BACK @ HAUNCH: 53-00-11 k A DATE: 16-OCT-2006 JOB NO. 532409MBA PAGE 2 _ ^l GOVERNING LOAD CODE: 2 0 0 � F� p �� Building Code �` ( ZOD� C"Iy c DESIGN LOADS INFORMATION: Designed As Enclosed Structure Dead: 2.00 PSF Collateral: 3.00 PSF Occupancy Category: II Live: 20.00 PSF with Tributary Reduction Minimum Live Load: 12.00 Wind: Basic Load: 16.07 PSF Speed: 110 MPH Exposure: B Iw:`1.00 Endzone Width: 11-10-13 K1: NA K2: NA K3: NA Kzt: 1.00 Site Class: D Seismic Design Category; A Analysis Procedure -.Equivalent Lateral Force Procedure Lateral_ Structural System: Not Specifically Detailed For Seismic Resistance DEFLECTION LIMIT OVERRIDES: ** NONE ** LOADING CONDITIONS: DEFLECTION LIMITS NAME DESCRIPTION HORIZONTAL VERTICAL ---- SWT -------------------- Self Weight ---------- DL Dead Load LL Live Load L/ 180 CL Collateral Load ER Seismic Load ERS Seismic Load (SWT) EL Seismic Load ELS Seismic Load (SWT) SL Snow Load H/ 150 L/ 180 WBL Wind Balloon. Left H/ 150 L/ 126 WBR Wind Balloon. Right H/ 150 L/ 126 WLP Wind Left & Int Pre H/ 150 L/ 126 WRP Wind Right & Int Pre H/ 150 L/ 126 WLS Wind Left & Int Suc H/ 150 L/ 126 WRS Wind Right & Int Suc H/ 150 L/ 126 L11 PARAPET WIND LEFT H/ 150 L12 PARAPET WIND RIGHT. H/ 150 LOADING COMBINATIONS: OVERALL DEFLECTION LIMITS NAME DESCRIPTION FACTOR HORIZONTAL VERTICAL ---- 0001 --------------------------------------------- DL+LL+CL ------------------------- 1.00 0151 DL+.75(LL+CL+WLP) 1.00 0152 DL+.75(LL+CL+WRP) 1.00 0153 DL+.75(LL+CL+WLS) 1.00 0154 DL+.75(LL+CL+WRS) 1.00 0263 DL+.75(LL+CL-FWBL) 1.00 0264 DL+.75(LL+CL+WBR) 1.00 0297 .6DL+WLP 1.00 0298 .6DL+WRP 1.00 0299 .6DL+WLS 1.00 0300 .6DL+WRS 1.00 0301 .6DL+WBL 1.00 0302 .6DL+WBR 1.00 3035 0.90(DL+CL)+1.00ER 1.00 k5 DATE: 16-OCT-2006 JOB NO. 532409MBA PAGE LOADING COMBINATIONS: OVERALL DEFLECTION LIMITS NAME DESCRIPTION FACTOR -- HORIZONTAL VERTICAL ---- 3036 ------------------------- 0.90(DL+CL)+1..00EL ---------- 1.00 3037 1.20(DL+CL)+0.20SL+1.00ER 1.00 3038 1.20(DL+CL)+0.20SL+1.00EL 1:00 4000 .6DL-FWLP+Lll 1.00 4001 .6DL+WRP+L12 1.00 4002 .6DL+WLS+Lll 1.00 4003 .6DL+WRS+Ll2 1.00 4004 WLP+Lll 1.00 H/ 150 4005 WRP+L12 1.00 H/ 150 4006 WLS+Lll 1.00 H/ 150 4007 WRS+L12 1.00 H/ 150 NAME CONDITIONS/FACTORS 0001 1.00 SWT 1.00 DL 1.00 LL 1.00 CL 0151- 1.00 SWT 1.00 DL 0.75 LL 0.75 CL 0.75 WLP 0152 1.00 SWT 1.00 DL 0.75 LL 0.75 CL 0.75 WRP 0153 1.00 SWT 1.00 DL 0.75 LL 0.75 CL 0.75 WLS 0154 1.00 SWT 1.00 DL 0.75 LL 0.75 CL 0.75 WRS 0263 1.00 SWT 1.00 DL 0.75 LL 0.75 CL 0.75 WBL 0264 1.00 SWT 1.00 DL 0.75 LL 0.75 CL 0.75 WBR 0297 0.60 SWT 0.60 DL 1.00 WLP 0298 0.60 SWT 0.60 DL 1.00 WRP 0299 0.60 SWT 0.60 DL 1.00 WLS 0300 0.60 SWT 0.60 DL 1.00 WRS 0301 0.60 SWT 0.60 DL 1.00 WBL 0302 0.60 SWT 0.60 DL 1.00 WBR 3035 0.90 SWT 0.90 DL 0,90 CL 1.00 ER 1.00 ERS 3036 0.90 SWT 0.90 DL 0.90 CL 1.00 EL 1.00 ELS 3037 1.20 SWT 1.20 DL 1.20 CL 1.00 ER 1.00 ERS 0.20 SL 3038 1.20 SWT 1.20 DL 1.20 CL 1.00 EL 1.00 ELS 0.20 SL 4000 0.60 SWT 0.60 DL 1:00 WLP 1.00 L11 4001 0.60 SWT 0.60 DL 1.00 WRP 1.00 L12 4002 0.60 SWT 0.60 DL 1.00 WLS 1.00 Lll 4003 0.60 SWT 0.60 DL 1.00 WRS 1.00 L12 4004 1.00 WLP 1.00 Lll 4005 1.00 WRP 1.00 L12 4006 1.00 WLS 1.00 Lll 4007 1.00 WRS 1.00 L12 \U DATE: 16-OCT-2006 JOB NO. 532409MBA * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * C O N C E N T R A T E D L O A D S * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * MEASUREMENT CONVENTIONS: Peak Loads Are Located At Mid -Depth Of Rafter At Peak. Haunch Loads Are Located At Column Haunch. Space Loads - Locations Are Measured Positive Upward And Positive Toward Peal-, From Base Of Inside Flange Loads - Locations Are Measured Positive Upward From Column Base And Positive The Delta Value (Indicated By A '*') Is The Distance From The Inside Positive Downward Or Positive Toward The Peak. PAGE Column At Sheeting Line. Toward Peal-, From Sheeting Line. Flange To The Load, Measured Interior Column Space Loads - Locations Are Measured Positive Upward And Positive Towards The Front Sidewall From The Base Of The Column At The Column Centerline. Interior Column Flange Loads - Locations Are Measured Positive Upward From The Base Of The Column At The Column Centerline. The Delta Value (Indicated By A '*') Is The Distance From The Flange Closest To The Back (Or Front) Sidewall To The Load, Measured Positive Toward The Back (Or Front) Sidewall. Concentrated Load Magnitudes Are Positive Toward The Right, Positive Downward, And Positive Clockwise For Moments. LOAD FRAME LOAD HORIZONTAL VERTICAL MOMENT <----- LOCATION -----> CONDITION PORTION TYPE (KIPS) (KIPS) (KIP -FT) HORIZONTAL VERTICAL --------- EL --------------------------- Back Column ------------------ Haunch Load 0.081 0.000 -------- 0.000 ---------- ---------- DEFAULT DEFAULT 'ER Front Column Haunch Load -0.081 0.000 0.000 DEFAULT DEFAULT L11 Front Column Haunch Load 0.910 0.000 0.000 DEFAULT DEFAULT L12 Front Column Haunch Load -0.910 0.000 0.000 DEFAULT DEFAULT * S P E C I A L C 0 N C E N T R A 'T E D T� 0 A D S * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * 'k * MEASUREMENT CONVENTIONS: See Concentrated Loads. LOAD FRAME LOAD HORIZONTAL VERTICAL MOMENT <----- LOCATION -----> CONDITION PORTION TYPE (KIPS) (KIPS) (KIP -FT) HORIZONTAL VERTICAL --------- ERS --------------------------- Front Column ------------------ Haunch Load -0.019 0.000 -------- 0.000 -------------------- DEFAULT DEFAULT ELS Back Column Haunch Load 0.019 0.000 0.000 DEFAULT DEFAULT k1 DATE: 16-OCT-2006 JOB NO. 532409MBA *********************** * A R E A L O A D S *********************** MEASUREMENT CONVENTIONS: Area Load Locations Are Measured Positive Upward From Column Base, And Positive Toward Peak. Dead, Live, And Collateral Load Magnitudes Are Measured Positive Downward. Wind Load Is Positive For Pressure. PAGE 5 LOAD CONDITION FRAME PORTION LOAD TYPE TRIBUTARY MAGNITUDE (LBS./SQ.FT.) < ----- LOCATION - ---> ------------ --------- LENGTH - START END START END DL Rafter Area Dead 27.375 ------------------ 2.000 2.000 ---------- START ---------- END LL Rafter Area Live 27.375 12.000 12.000 START END WBL Back Column Area Wind 27.375 -12.452 -12.452 START END WBL Rafter Area Wind 27.375 -9.720 -9.720 START END WBL Front Column Area Wind 27.375 -12.452 -12.452 START END WBR Back Column Area Wind 27.375 -12.452 -12.452 START END WBR Rafter Area Wind 27.375 -9.720 -9.720 START END WBR Front Column Area Wind 27.375 -12.452 -12.452 START END WLP Back Column Area Wind 27.375 7.958 7.958 START END WLP Rafter Area Wind 27.375 -15.098 -15.098 START 18-06-00 WLP Rafter Area Wind 27.375 -6.961 -6.961 37-00-00 59-06-00 WLP Rafter Area Wind 27.375 -9.673 -9.673 18-06-00 37-00-00 WLP Front Column Area Wind 27.375 -9.673 -9.673 START END WLS Back Column Area Wind 27.375 13.742 13.742 START END WLS Rafter Area Wind 27.375 -1.177 -1.177 37-00-00 59-06-00 WLS Rafter Area Wind 27.375 -3.889 -3.889 18-06-00 37-00-00 WLS Rafter Area Wind 27.375 -9.314 -9.314 START 18-06-00 WLS Front Column Area Wind 27.375 -3.889 -3.889 START END WRP Back Column Area Wind 27.375 -9.673 -9.673 START END WRP Rafter Area Wind 27.375 -9.673 -9.673 22-06-00 41-00-00 WRP Rafter Area Wihd 27.375 -6.961 -6.961 START 22-06-00 WRP Rafter Area Wind 27.375 -15.098 -15.098 41-00-00 59-06-00 WRP Front Column Area Wind 27.375 7.958 7.958 START END WRS Back Column Area Wind 27.375 -3.889 -3.889 START END WRS Rafter Area Wind 27.375 -9.314 -9.314 41-00-00 59-06-00 WRS Rafter Area Wind 27.375 -3.889 -3.889 22-06-00 41-00-00 WRS Rafter_ Area Wind 27.375 -1.177 -1.177 START 22-06-00 WRS Front Column Area Wind 27.375 13.742 13.742 START END CL Rafter Collateral 27.375 3.000 3.000 START END ************************* * D E F L E C T I O N S POSITIVE DIRECTIONS: HORIZONTAL - POSITIVE TO RIGHT, VERTICAL - POSITIVE UPWARDS LOAD COMBINATION LOCATION HORIZONTAL (INCHES) VERTICAL (INCHES) NAME DESCRIPTION -------------------------- ------------- DESCRIPTION ACTUAL, ALLOWABLE ACTUAL ALLOWABLE 0001 DL+LL+CL ----------- BACK KNEE ---------- 0.221 ---------- ---------- ---------- -0.024 kb DATE: 16-OCT-2006 LOAD COMBINATION NAME DESCRIPTION 0001 DL+LL+CL 0151 DL+.75(LL+CL+WLP) 0151 DL+. 75 (LLa-CL-FWLP) 0152 DL+.75(LL-FCL+WRP) 0152 DL+. 75 (LL+CL-FWRP) 0153 DL+.75(LL+CL+WLS) 0153 DL+.75(LL+CL+WLS) 0154 DL+.75(LL+CL+WRS) 0154 DL+.75(LL+CL+WRS) 0263 DL+.75(LL+CL+WBL) 0263 DL+.75(LL+CL+WBL) 0264 DL-F.75(LL+CL+WBR) 0264 DL+.75(LL+CL+WBR) 0297 6DL+WL P 0297 :6DL+WLP 0298 .6DL+WRP 0298 .6DL+WRP. 0299 .6DL+WLS 0299 .6DL+WLS 0300 .6DL+WRS 0300 .6DL+WRS 0301 . 6DLA-WBL 0301 .6DL+WBL 0302 . 6DL-FWBR 0302 .6DL+WBR 3035 0.90(DL+CL)+1.00ER 3035 0.90(DL+CL)+1.00ER 3036 0.90(DL+CL)+1.00EL 3036 0.90(DL+CL)+1.00EL 3037 1.20(DL+CL)+0.20SL+1.00ER 3037 1.20(DL+CL)+0.20SL+1.00ER 3038 1.20(DL+CL)a-0.20SL+1.00EL JOB NO. 532409MBA LOCATION HORIZONTAL (INCHES) DESCRIPTION ACTUAL ALLOWABLE FRONT KNEE 0.196 BACK KNEE 0.728 FRONT KNEE 0.719 BACK KNEE -0.779 FRONT KNEE -0.787 BACK KNEE 0.806 FRONT KNEE 0.786 BACK KNEE -0.701 FRONT KNEE -0.720 BACK KNEE 0.061 FRONT KNEE 0.063 BACK KNEE 0.061 FRONT KNEE 0.063 BACK KNEE 0.759 FRONT KNEE 0.771 BACK KNEE -1.250 FRONT KNEE -1.237 BACK KNEE 0.863 FRONT KNEE 0.860 BACK KNEE -1.147 FRONT KNEE -1.148 BACK KNEE -0.130 FRONT KNEE -0.104 BACK INEE -0.130 FRONT KNEE - 0 . 10 4 BACK KNEE 0.129 FRONT INEE 0.107 BACK KNEE 0.257 FRONT KNEE 0.235 BACK KNEE 0.193 FRONT KNEE 0.164 BACK KNEE 0.321 PAGE 6 VERTICAL (INCHES) ACTUAL ALLOWABLE -0.006 -0.039 0.024 0.033 -0.038 -0.046 0.023 0.026 -0.039 -0.008 -0.003 -0.008 -0.003 -0.030 0.038 0.066 -0.044 -0.039 0.037 0.057 -0.045 0.012 0.002 0.012 0.002 -0.018 -0.009 -0.024 -0.003 -0.025 -0.011 -0.031 r� DATE: 16-OCT-2006 LOAD COMBINATION NAME DESCRIPTION ---- ----- --------------------------------- 3038 1.20(DL+CL)+0.20SL+1.00EL 4000 .6DL+WLP+Lll 4000 .6DL+WLP+L11 4001 .6DL+WRP+L12 4001 . 6DL-FWRP+L12 4002 .6DL+WLS+Lll 4002 .6DL+WLS+L11 4003 ' . 6DL--WRS+L12 4003 .6DL+WRS+L12 4004 WLP+L11 4004 WLP+L11 4005 WRP+L12 4005 WRP+L12 4006 WLS+L11 4006 WLS+L11 4007 WRS+L12 4007 WRS+L12 JOB NO. 532409MBA LOCATION HORIZONTAL (INCHES) DESCRIPTION ACTUAL ALLOWABLE FRONT KNEE 0.292 BACK KNEE 0.951 FRONT KNEE 0.965 BACK KNEE -1.443 FRONT KNEE -1.431 BACK KNEE 1.055 FRONT KNEE 1.054 BACK KNEE -1.339 FRONT KNEE -1.342 BACK KNEE 0.931 1.480 FRONT KNEE 0.947 1.678 BACK KNEE -1.463 1.480 FRONT KNEE -1.449 1.678 BACK KNEE 1.035 1.480 FRONT INEE 1.036 1.678 BACK KNEE -1.360 1.480 FRONT KNEE -1.360 1.678 * D E F L E C T I O N S ************************* PAGE VERTICAL (INCHES) ACTUAL ALLOWABLE -0.005 -0.039 0.047 0.076 -0.053 0.049 0.046 0.067 0.054 0.037 0.047 0.078 0.052 0.046 0.046 0.069 -0.053 POSITIVE DIRECTIONS: HORIZONTAL - POSITIVE TO RIGHT, VERTICAL - POSITIVE UPWARDS, ANGLES - POSITIVE COUNTER -CLOCKWISE LOAD CONDITION LOCATION HORIZONTAL (INCHES) VERTICAL (INCHES) NAME DESCRIPTION DESCRIPTION ACTUAL ALLOWABLE ---------- ACTUAL ALLOWABLE -------------------- ---- SWT -------------------- Self Weight ----------- BACK KNEE ---------- 0.009 -0.001 SWT Self Weight FRONT KNEE 0.008 0.000 DL Dead Load BACK KNEE 0.025 -0.003 DL Dead Load FRONT KNEE 0.022 -0.001 LL Live Load BACK KNEE 0.149 -0.016 LL Live Load FRONT KNEE 0.133 -0.004 CL Collateral Load BACI{ KNEE 0.037 -0.004 _ CL Collateral Load FRONT KNEE 0.033 -0.001 ER Seismic Load BACK KNEE -0.017 0.001 7 DATE: 16-OCT-2006 JOB NO. 532409MBA LOAD CONDITION LOCATION HORIZONTAL (INCHES) NAME DESCRIPTION DESCRIPTION ACTUAL ALLOWABLE ---------- ---- ER -------------------- Seismic Load ----------- FRONT KNEE ---------- -0.017 ERS Seismic Load (SWT) BACK KNEE -0.004 ERS Seismic Load. (SWT) FRONT KNEE -0.004 EL Seismic Load BACK KNEE 0.017 EL Seismic Load FRONT KNEE 0.017 ELS Seismic Load (SWT) BACK KNEE 0.004 ELS Seismic Load (SWT) FRONT KNEE 0.004 SL Snow Load BACK KNEE 0.000 1.480 SL Snow Load FRONT KNEE 0.000 1.678 WBL Wind Balloon. Left BACK KNEE -0.150 1.480 WBL Wind Balloon. Left FRONT KNEE -0.122 1.678 WBR Wind. Balloon. Right BACK KNEE -0.150 1.480 WBR Wind Balloon. Right FRONT KNEE -0.122 1.678 WLP Wind Left & Int Pre BACK KNEE 0.738 1.480 WLP Wind Left & Int Pre FRONT KNEE 0.753 1.678 WRP Wind Right & Int Pre BACK KNEE -1.271 1.480 WRP Wind Right & Int Pre FRONT KNEE -1.255 1.678 WLS Wind Left & Int Suc BACK KNEE 0.842 1.480 WLS Wind Left & Int Suc FRONT KNEE 0.842 1.678 WRS Wind Right & Int Suc BACK KNEE -1.167 1.480 WRS Wind Right & Int Suc FRONT KNEE -1.166 1.678 L7.1 PARAPET WIND LEFT BACK KNEE 0.192 1.480 L11 PARAPET WIND LEFT FRONT KNEE 0.194 1.678 L12 PARAPEY WIND RIGHT BACK KNEE -0.192 1.480 L12 , PARAPET WIND RIGHT FRONT KNEE -0.194 1.678 VERTICAL (INCHES) ACTUAL ALLOWABLE -------------------- -0.001 0.000 0.000 -0.001 0.001 ;g 0.000 0.000 0.000 0.000 0.015 0.003 0.015 0.003 -0.028 0.039 0.069 -0.043 -0.037 0.038 0.059 -0.044 -0.010 0.008 0.010 -0.008 PAGE 8 V DATE: 16-OCT-2006 JOB NO. 532409MBA * B A S E R E A C T I O N S ******************************* POSITIVE DIRECTIONS: HORIZONTAL - POSITIVE TO RIGHT, VERTICAL - POSITIVE UPWARDS, MOMENT - POSITIVE CLOCKWISE SEISMIC LOADS(EL/ER/ELS/ERS/X15/Y15/X16/Y16/X17/Y17) ARE AMPLIFIED BY OVERSTRENGTH FACTOR (2.5) LOAD COMBINATION LOCATION HORIZONTAL VERTICAL MOMENT NAME DESCRIPTION DESCRIPTION (KIPS) (KIPS) (KIP -FT) ---- 0001 --------------------------------------- DL+LL+CL ----------- BACK COL. ---------- 6.553 ---------- 14.724 - - 0.000 0001 DL+LL+CL FRONT COL. -6.553 14.857 0.000 01_51 DL+.75(LL-FCL+WLP) BACK COL. 0.371 3.145 0.000 0151 DL-F.75(LL+CL+WLP) FRONT COL. -4.319 7.703 0.000 01_52 DL+.75(LL+CL+WRP) BACI{ COL. 4.993 7.914 0.000 0152 DL+.75(LL+CL+WRP) FRONT COL. -0.080 2.934 0.000 0153 DL+.75(LL+CL+WLS) BACK COL. 1.827 6.679 0.000 0153 DL+.75(LL+CL+WLS) FRONT COL. -5.775 11.234 0.000 0154 DL+.75(LL+CL+WRS) BACK COL. 6.450 11.449 0.000 0154 DL+.75(LL+CL+WRS) FRONT COL. -1.537 6.465 0.000 0263 DL+.75(LL+CL+WBL) BACK COL. 2.715 5.688 0.000 0263 DL+.75(LL+CL+WBL) FRONT COL. -2.854 5.910 0.000 0264 DL+.75(LL+CL+WBR) BACK COL. 2.715 5.688 0.000 0264 DLi-.75(LL+CL+WBR) FRONT COL. -2.854 5.910 0.000 0297 .6DL+WLP BACK COL. -5.787 -9.856 0.000 0297 .6DL+WLP FRONT COL. 0.523 -3.890 0.000 0298 .6DL+WRP BACK COL. 0.377 -3.497 0.000 0298 .6DL+WRP FRONT COL. 6.174 -10.249 0.000 0299 .6DL+WLS BACK COL. -3.845 -5.143 0.000 0299 .6DL+WLS FRONT COL. -1.420 0.818 0.000 0300 .6DL+WRS BACK COL. 2.319 1.216 0.000 0300 .6DL+WRS FRONT COL. 4.232 -5.541 0.000 0301 .6DL+WBL BACK COL. -2.661 -6.465 0.000 0301 .6DL+WBL FRONT COL. 2.476 -6.281 0.000 0302 .6DL+WBR BACK COL. -2.661 -6.465 0.000 0302 .6DL+WBR FRONT COL. 2.476 -6.281 0.000 35 A35 in 90(D CL +1.00EX 10190CB +CL)+1.,06ER� ACK C 2. ON COL. Ol 4.559 4 4.7� ��-�0.000! PAGE 9 DATE: 16-OCT-2006 JOB NO. 532409M$A LOAD NAME COMBINATION DESCRIPTION LOCATION DESCRIPTION HORIZONTAL (KIPS) ---- 3 3 ----------------------------------- 0. � CL)+ L 0 . 9?$i;a L ) �L -- -- - BA F�. 1 777 - 2 3 37 1. 2 ++CL) +0 1.2e'('brlCL)+0..;.0'ff3rt--00ER . 2`QS�T� .. GOER BAS L. FP-)e COL. 69,14 ` - 750 038 1.20 (& +0. 1.20 (]ef;-CL) + 0 3pST,+-..00EL . 2 1 . 00EL B CK OL. F OL. -21 \4�5 4000 4000 .6DL+WLP+L3-1 .6DL-i-WLP+Lll BACK +OL. FRONT COL. l -6.284 0.110 4003- 4001 .6DL-i-WRP+L12 .6DL+WRP+L12 BACK COL. FRONT COL. 0.874 6.587 4002 4002 .6DL-FWLS+Lll .6DL+WLS-FLll BACK COL. FRONT COL. -4.342 -1.832 4003 4003 .6DL-FWRS+L12 .6DL+WRSd-L12 BACK COL. FRONT COL. 2.83-6 4.644 4 W P + L,-I-1 W BA�L . FRO- L. - 2 0 2 �Q cy BACK F OL . 7 . 9 $�0?6 4 6 W �+ 1 B CK COL. F`COL . 9 O / WR + 2 FR K L. OL. VERTICAL (KIPS) ---4------ r e -10.158 -3.588 -3.195 -10.551 =5.445 1.120 1.51.8 -5.843 MOMENT (ICIP-FT) 0.000 0.000 1 III I III 0.000 0.000 WIRS 1 I1 , 0.000 0.000 0.000 0.000 0.000 0.000 /Gq PAGE 10 L J DATE: 16-OCT-2006 x CONTROL OUTSIDE FLANGE MEM DISTANCE WIDTH X THICKNESS BC 0.00 6.00 X 0.2500 BC 15.69 6.00 X 0.2500 RAF 2.44 5.00 X 0.2500 RAF 26.19 5.00 X 0.2500 RAF 55.60 5.00 X 0.2500 FC 0.00 6.00 X 0.3125 FC 17.91 6.00 X 0.3125 JOB NO. 532409MBA ************************************* * D E S I G N E D S E C T I O N S ************************************* PAGE 11 WEB INSIDE 'FLANGE <-------- SECTION PROPERTIES --------- > DEPTH ------------- X THICINESS WIDTH X THICKNESS IX SXO SXI RX RY 10.00 X 0.1350 ----------------- 6.00 X 0.3125 ------------------ 99.692 - 17.585 --- -- 20.373 ---------- 4.593 1.464 30.00 X 0.1350 6.00 X 0.3125 1073.209 66.984 73.807 12.022 1.168 25.00 X 0.1350 5.00 X 0.2500 574.271 45.041 45.041 9.887 0.942 25.00 X 0.1350 5.00 X 0.2500 574.271 45.041 45.041 9.887 0.942 25.00 X 0.1350 5.00 X 0.2500 574.271 45.041 45.041 9.8`87 0.942 10.00 X 0.1350 6.00 X 0.3125 110.981 20.891 20.891 4.665 1.485 30.00 X 0.1350 6.00 X 0.3125 1165.200 76.095 76.095 12.222 1.201 * C S I' S A N D D E F L E C T I O N S ********************************************* POSITIVE DIRECTIONS: HORIZONTAL - POSITIVE TO RIGHT, VERTICAL - POSITIVE UPWARDS BENDING CSI: A NEGATIVE SIGN INDICATES THAT BENDING IS ON INSIDE FLANGE AND A POSITIVE SIGN INDICATES THAT BENDING IS ON OUTSIDE FLANGE. SHEAR CSI: A '(1)' INDICATES THAT THE SHEAR IS FOR F4-2 AND A 1(2)' INDICATES THAT THE SHEAR IS FOR G3=1. <------- MAX. CSI AT POINT --------> <---- MAX. CSI BETWEEN POINTS -----> <-- DEFLECTIONS (IN.) --> MEM DISTANCE COMB BENDING COMB ------- ---- --- SHEAR DISTANCE COMB BENDING COMB SHEAR HORIZONTAL VERTICAL BC - 0.00 0001 0.318 0154 --------- -------- 0.427(1) -----_----- ------------- 15.00 0001 0.982 0001 0.421(1) -------------------- 0.0000 0.0000 BC 15.69 4004 0.641 0301 0.614(1) 0.9223 -0.0380 RAF 2.44 4004 0.806 0297 1.028(1) 2.44 4004 0.806 4004 0.439(2) 0.937.3 -0.0373 RAF 26.19 4005 -0.758 4004 0.226(1) 27.72 0001 0.765 0001 0.186(1) -1.5083 1.2298 RAF 29.07 0001 0.756 0151 0.71.3(1) 52.72 0001 -0.924 0001 0.525(2) 0.2901 -1.9728 RAF 55.60 4005 0.940 0001 0.829(1) -1.4488 -0.0602 FC 0.00 0001 0.288 4001 0.411(1) 15.00 0001 -0.941 0001 0.397(1) 0.0000 0.0000 FC 17.91 0001 -0.614 0301 0.576(1) 'k 0.2424 -0.0057 * C O N N E C T I O N S SEISMIC LOADS(EL/ER/ELS/ERS/X15/Y15/X16/Y16/XI7/Y17) ARE AMPLIFIED BY OVERSTRENGTH FACTOR (2.5) FOR CONNECTION DESIGN BASE CONNECTIONS: <------ PLATE -------> <-- BOLTS --> <- STIFFENER -> <----- ACTUAL FORCE (KIPS,FEET) -----> MEM WIDTH LENGTH THICK. NO. DIA. THICK. LENGTH SHEAR UPLIFT COMP. MOMENT BC - ------ - 7.0000 11.0625 0.3750 ---- ------ 4 0.7500 ------ ------- -------- -------- 0.0000 0.0000 6.897 11.678 -------- -------- 14.724 0.000 FC 7.0000 11.1250 0.3750 4 0.7500 0.0000 0.0000 7.199 12.118 14.857 0.000 d C-� J" - " 5,--V UNITY CHECK 0 981.6 0.64]_0 1.0278 0.7652 0.9241 0.9402 0.9411 / 0.6137 `2A DATE: 16-OCT-2006 JOB NO. 532409MEA MOMENT CONNECTIONS: NOTE: A "V" NEXT TO THE END NO. INDICATES A VERTICAL HAUNCH CONNECTION. PAGE 12 <------------ OUTSIDE ----- > <------ INSIDE -------------> SHIP. PIECE END <------ PLATE ------> BOLT CON. NO. STIFF. <--- MOMENTS ---> CON. NO. STIFF. <--- MOMENTS ---> MEM NUMBER NO. LENGTH WIDTH THICK. DIA. TYPE BOLTS THICK. DESIGN ACTUAL TYPE BOLTS THICK. DESIGN ACTUAL -------------- --- ------------- ------ ------ ---- ----- -------------- ---- ----- ------ -------- -------- BC 1 2V 27.063 6.0000 0.4375 0.7500 B 4 0.0000 100.634 80.433 ,B 4 0.0000 "100.634 96.040 / RAF 1 2 27.000 6.0000 0.3750 0.7500 B 4 0.0000 73.864 49.758 B 6 0.0000 94.699 79.398 9 FC 1 2V 27.063 6,0000 0.4375 0.7500 B 4 0.0000 100.635 90.416 B 6 0.0000 129.031 109.937 * W E B S T I F F E N E R S ******************************* <- SHIPPED PIECE -> <--------------- WEB STIFFENER ---------------> WIDTH THICK MEM NUMBER LENGTH LOCATION LENGTH (IN) (IN) SIDES BC 1 17-09-05 15-07-7.5 2-05-14 2.8750 0.2500 2 RAF 1 23-08-03 6-01-01 2-00-14 2.1875 0.2500 1 12-04-01 2-00-14 2.1875 0.2500 1 2 29-05-02 21-01-15 2-00-14 2.1875 0.2500 1 27-04-15 2-00-14 2,1875 0.2500 .1 FC 1 20-01-02 17-10-08 2-05-14 2.8750 0.2500 2 DIAGONAL 3-00-01 2.3750 0.1900 1 * F L A N G E B R A C E D E S I G N * D E S I G N E D S E C T I O N S NOTE: A307 BOLTS ARE USED FOR ALL FLANGE BRACES. MATERIAL THICINESS REQ'D IS BASED ON FU OF 70 KSI. OVER-ALL NUMBER MATERIAL THK. REQ'D <- HOLE -TO -HOLE DIST. -> MEM LOCATION BRACE NAME LENGTH BRACES FOR BOLT BEARING VERTICAL HORIZONTAL ----------------------------------- ------ ------------- ---------- BC 15-00-00 Ll-3/4X1-3/4X14 3-04-01 1 0.0138 28.6171 25.0575 RAF 6-02-07 L1-3/4X1-3/4X14 3-01-01 2 0.0044 24.5000 25,0575 RAF 21-02-07 L1-3/4X1-3/4X14 3-01-01 1 0.0052 24.5000 25.0575 / RAF 31-02-07 Ll-3/4X1-3/4X14 3-01-01 1 0.0065 24.5000 25.0575 ! RAF 41-02-07 L1-3/4X1-3/4X14 3-01-01 1 0.0064 24.5000 25.0575 RAF 51-02-07 Ll-3/4X1-3/4X14 3-01-01 1 0.0059 24.5000 25.0575 RAF 56-02-07 L1-3/4X1-3/4X14 3-01-01 2 0.0060 24.5000 25.0575 FC 15-00-00 L1-3/4X1-3/4X14 3-02-05 1 0.0140 26.3166 25.O875 DATE: 16-OCT-2006 JOB NO. 532409MBA * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * F L A N G E B R A C E D E S I G N * F O R C E S ***************************************** < ALLOWABLE FORCES - --> ! <--------- ACTUAL FORCES ----------> HORIZ BRACE COMPRESSIVE TENSILE i HORIZ BRACE COMPRESSIVE TENSILE MEM LOCATION (KIPS) (KIPS) (KIPS) ! (KIPS) (KIPS) (KIPS) --- BC -------- 15-00-00 ------- ---- 1.293 ----------- 1.963 ----------- 1.963 ---------------------- ! 0.319 0.484 ----------- 0.484 RAF 6-02-07 2.807 1.963 1.963 ! 0.220 0.154 0.154 RAF 21-02-07 1.404 1.963 1.963 1 0.130 0.182 0.182 RAF 31-02-07 1.404 1.963 1.963 ! 0.162 0.226 0.226 RAF 41-02-07 1.404 1.963 1.963 ! ". 0.161 0.225 0.225 RAF 51-02-07 1.404 1.963 1.963 ! 0.148 0.207 0.207 RAF 56-02-07 2.807 1.963 1.963 ! 0.300 0.210 0.210 FC 15-00-00 1.354 1.963 1.963 ! 0.338 0.491 0.491 UNITY CHECK 0.2464 0.0783/ 0.0928 0.11511151 0.1145 0.1057 0.1067 0.2499 2ls� PAGE 13 i DATE: 16-OCT-2006 JOB NO. S32409MBA PAGE 1 +-----------------------------------+----------------------------------------I---- ------------------------------ ! KIRBY BUILDING SYSTEMS, INC. ! CUSTOMER NAME : UPSALA BUISNESS LOT 3 ! BUILDER NAME SUNSPAN STRUCTURES ! ! P.O. BOX 390 PORTLAND, TN 37148 ! CUSTOMER ADDRESS: SANFORD, FL. ! BUILDER ADDRESS LONGWOOD, FL. +-----------------------------------+--------------------------------------- -I-------------------------------- GOVERNING LOAD CODE: 200.� - fj,,(,h * R O O F D E S I G N R E P O R T Building Code %-1 140(, e'wt-. DESIGN LOADS INFORMATION: Designed As Enclosed Structure Dead: 2.00 PSF Collateral: 3.00 PSF Occupancy Category: II Live: 20.00 PSF with Tributary Reduction Minimum Live Load: 12.00 Wind: Basic Load: 18.45 PSF Speed: 110 MPH Exposure: B Iw: 1.00 Edge Strip Width: 5-11-06 Kl; NA. K2: NA K3: NA Kzt: 1.00 AISI Edition: 2001 PURLIN LOADS: . LOADING CONDITIONS NAME DESCRIPTION DEFL. LIMIT ---- DL -------------------- Dead Load ----------- LL Live Load L/ 150 CL Collateral Load WTI Wind Load 1 L/ 126 LWL Long Wind Left LWR Long Wind Right WL Wind Load L/ 1`26 LA1 Live Load Alt. 1 LA2 Live Load Alt. 2 P01 Live Pattern P01 P02 Live Pattern P02 P03 Live Pattern P03 PO4 Live Pattern PO4 LEL Long Seismic Left LER Long Seismic Right LOADING COMBINATIONS: OVERALL DEFL. NAME DESCRIPTION FACTOR LIMIT ---- 0001 --------------------------------- DL+LL+CL 1.00 0041 DL+.75(LL+CL+W1,I+LWL) 1.00 0042 DL+.75(LL-i-CL+WLI+LWR) 1.00 0228 .6DL+WL+LWL 1.00 0229 .6DL+WL+LWR 1.00 0230 .6DL+WLI+LWL 1.00 0231 .6DL+WLI+LWR 1.00 0801 DL+CL+LA1 1.00 Z/1 DATE: 16-OCT-2006 JOB NO. 532409MBA PAGE 2 LOADING COMBINATIONS: OVERALL DEFL. NAME DESCRIPTION FACTOR LIMIT ---- --- ------------------------------------ 0802 DL+CL+LA2 1.00 0804 DL+CL+P01+P02 1.00 0805 DL+CLd-P02+PO3 1.00 0806 DL+CL+P03+PO4 1.00 3045 0.90(DL+CL)+1.00LEL 1.00 3046 0.90(DL+CL)+1.00LER 1.00 NAME CONDITIONS/FACTORS 0001 1.00 DL 1.00 LL 10 CL 0041 1.00 DL 0.75 LL 0.,5 CL 0.75 WL1 0.75 LWL 0042 1.00 DL 0.75 LL 0.75 CL 0.75 WLl 0.75 LWR 0228 0.60 DL 1.00 LWL 1.00 WL 0229 0.60 DL .1.00 LWR 1.00 WL 0230 0.60 DL 1.00 WLl 1.00 LWL 0231 0.60 DL 1.00 WL1 1.00 LWR 0801 1.00 DL 1.00 CL 1.00 LA1 0802 1.00 DL 1.00 CL 1.00 LA2 0804 1.00 DL 1.00 CL 1.00 P01 1.00 P02 0805 1.00 DL 1.00 CL 1.00 P02 1.00 P03 0806 1.00 DL 1.00 CL 1.00 P03 1.00 PO4 3045 0.90 DL 0.90 CL 1.00 LEL 3046 0.90 DL 0.90 CL 1.00 LER EAVE STRUT LOADS: LOADING CONDITIONS: NAME DESCRIPTION DEFL. LIMIT ---------------- --- DL Dead Load LL Live Load L/ 150 CL Collateral Load WLl Wind Load 1 L/ 126 LWL Long Wind Left LWR Long Wind Right WL Wind Load L/ 126 LEL Long Seismic Left LER Long Seismic Right LOADING COMBINATIONS: OVERALL DEFL. NAME DESCRIPTION FACTOR LIMIT ---- ----- ---------------------------------- 0001 DL+LL+CL 1.00 0041 DL+.75(LL+CL+WLI+LWL) 1.00 0042 DL+.75(LL+CL+WL1+LWR) 1.00 0228 .6DL+WL+LWL 1.00 2b DATE: 16-OCT-2006 JOB NO, 532409MBA PAGE 3 LOADING COMBINATIONS: OVERALL DEFL. NAME DESCRIPTION FACTOR LIMIT ---- ----------------------------- 0229 .6DL+WL+LWR 1.00 0230 .6DL+WLId-LWL 1.00 0231 .6DL+WLl+LWR 1.00 3045 0.90(DL+CL)+I.00LEL 1.00 3:046 0.90(DL+CL)+1.00LER 1.00 NAME CONDITIONS/FACTORS 0001 1.00 DL 1.7,00 LL 1.00 CL 0041 1.00 DL 0.75 LL 0.75 CL 0.75 WL1 0.75 LWL 0042 1.00 DL 0.75 LL 0.75 CL 0.75 WL1 0..75 LWR 0228 0.60 DL 1.00 LWL 1.00 WL 0229 0.60 DL 1.00 LWR 1.00 WL 0230 0.60 DL 1.00 WLl 1.00 LWL 0231 0.60 DL 1.00 WL1 1.00 LWR 3045 0.90 DL 0.90 CL 1.00 LEL 3046 0.90 DL 0.90 CL 1.00 LER ROOF SLOPE(S): Rafter: 0.500/12 PANEL TYPE: KIRBY RIB DEFAULT DEFLECTION: DEFLECTION LIMIT OVERRIDES: DEFLECTION OVERRIDES: *** NONE *** * S U M M A R Y P U R L I N D E S I G N PURLINS ARE BY -FRAMED PURLIN DEPTH: 10.00 IN Roof Purlins: Design Spacing: 5-00-00 Purlin Locations (From The High Eave) 1-02-07 6-02-07 51-02-07 56-02-07 <---------------- Wind Load. -----------------> Bay Ga Left Lap Span Right Lap Defl Max Unity Check Cnr Zone Coeff End Zone Coeff Pressure Coeff ---- ------------- ----------- ----------- ------- ------- -------- ---- ---- -------------- 1 15 0-0 22-9 3-6-1/4 L/-478 0.921 1.280 1.280 0.380 2 15 3-6-1/4 22-0 1-2 L/-3016 0.851 1.280 0.380 3 12 2-4-1/8 25-0 3-6-1/4 L/2558 0.861 1.280 0.380 4 12 3-6-1/4 29-9 0-0 L/-297 0.867 1.280 1.280 0.380 ?1r) DATE: 16-OCT-2006 JOB NO. 532409MBA PAGE 4 Design Spacing: 5-00-00 Purlin Locations (From The High Eave) 11-02-07 16-02-07 21-02-07 26-02-07 31-02-07 36-02-07 41-02-07 46-02-07 <---------------- Wind Load ---------- > Bay Ga Left Lap Span Right Lap Defl Max Unity Check Int Zone Coeff End Zone Coeff Pressure Coeff ---- ------------- ----------- ------------------ --------------- -------------- -------------- 1 15 0-0 22-9 3-6-1/4 L/-480 0.917 1.080 1.280 0.380 2 15 3-6-1/4 22-0 1-2 L/-2838 0.849 1.080 0.380 3 12 2-4-1/8 25-0 3-6-1/4 L/2275 0.922 1.080 0.380 4 13 3-6-1/4 29-9 0-0 L/-259 0.979 1.080 1.280 0.380 * S U M M A R Y S A V E S T R U T D E S I G N SAVE STRUT DEPTH: 10.00 IN Low Eave Eave Struts <----------------- Wind Load ------------- > Bay Ga Span Extension Deflection Max ------- Unity Check Cur -------- Zone Coeff End ------------- Zone Coeff Pressure Coeff ---- 1 -- 15 ----------- 22-9 ----------- 0-0 ---------- L/-843 0.176 1.280 1.280 0.380 2 15 22-0 0-0 L/-932 0.170 1.280 0.380 3 1�7-!5 25-0 0-0 L/-635 0.194 1.280 0.380 4 15 29-9 0-0 L/-377 0.230 1.280 1.280 0.380 < ---- ----- Wind Load ------------------> Bay Ga Span Extension Deflection Max Unity Check Cnr Zone Coeff End Zone Coeff Pressure Coeff ---- - ---------- ------ --- - -- ------------- - -------------------- 2 9 L 23r�1 0.0 11.280 1.280 0.380 2 0 0 L- 599 0. 1 1.280 0.380 2 0 L/ 771 0. 1.280 0.380 4 1 29- - L - 1 0 08 1.280 1.280 0.380 * S U M M A R Y W E B C R I P P L I N G C H E C K S Roof: Jk e Purlin Locations (From The High Eave) NU 1'�-- A w 1-02-07 6-02-07 51-02-07 56-02-07 BAY MEMBER LOCATION CLIP ----------------------- 1 Purlin LEFT GC06 1 Purlin RIGHT GC06 Purlin Locations (From The High Eave) 11-02-07 16-02-07 21-02-07 26-02-07 31-02-07 36-02-07 41-02-07 46-02-07 77(7 DATE: 16-OCT-2006 BAY MEMBER 1 Purlin 1 Purlin 3 Purlin LOCATION CLIP ---------- ---------- LEFT GC06 RIGHT GC06 RIGHT GC06 * USE A3 BOLTS FOR ALL CONNECTIONS TO RAFTER ************************************************ /�3zs JOB NO. 532409MBA PAGE 17,1 DATE: 16-OCT-2006 JOB NO. 532409STRUT PAGE 1 +-----------------------------------+--------------------------------------------+-------------------------------------------+ ! KIRBY BUILDING SYSTEMS, INC. ! CUSTOMER NAME ! BUILDER NAME ! P.O. BOX 390 PORTLAND, TN 37148 ! CUSTOMER ADDRESS: ! BUILDER ADDRESS +-------------- ------------------------------------------------------(�----------- -/-/------------------F r * Z- B E A M D E S I G N R ZIP O R T * 2 0 0 1 A I S I * ``co SECTION DEPTH: 0-10-00 Z-BEAM IS ANALYZED BEAM TYPE IS CONTINUOUS ALL LAPS MAY EXIST Z - TYPE IS PURLIN PANEL TYPE IS RIB SLOPE: 0.500/12 EXTENSION LEFT: 0-00-00 EXTENSION RIGHT: 0-00-00 LOADING WIDTH: 3-00-00 OVERALL DEFLECTION LIMIT: L/75 BAY SPACINGS: 21-0.9-00, 22-00-00, 25-00-00, 28-09-00 WEB CRIPPLING CHECKS: BAY: 1 LOCATION: 0-00-00 COND: ALL EQN: WCI BEARING WIDTH: 0-04-00 BAY: 1 LOCATION: 21-09-00 COND: ALL EQN: WC2 BEARING WIDTH: 0-04-00 BAY: 2 LOCATION: 22-00-00 COND: ALL EQN: WC2 BEARING WIDTH: 0-04-00 BAY: 3 LOCATION: 25-00-00 COND: ALL EQN: WC2 BEARING WIDTH: 0-04-00 BAY: 4 LOCATION: 28-09-00 COND: ALL EQN: WCI BEARING WIDTH: 0-04-00 BAY: 1 LOCATION: 0-00-00 COND: Lll EQN: WC2 BEARING WIDTH: 0-04-00 BAY: 1 LOCATION: 21-09-00 COND: Lll EQN: WC2 BEARING WIDTH: 0-04-00 BAY: 2 LOCATION: 0-00-00 COND: Lll EQN: WC2 BEARING WIDTH: 0-04-00 BAY: 2 LOCATION: 22-00-00 COND: Lll EQN: WC2 BEARING WIDTH: 0-04-00 BAY: 3 LOCATION: 0-00-00 COND: Lll EQN: WC2 BEARING WIDTH: 0-04-00 BAY: 3 LOCATION: 25-00-00 COND: Lll EQN: WC2 BEARING WIDTH: 0-04-00 BAY: 4 LOCATION: 0-00-00 COND: L11 EQN: WC2 BEARING WIDTH: 0-04-00 BAY: 4 LOCATION: 28-09-00 COND: Lll EQN: WC2 BEARING WIDTH: 0-04-00 DEFLECTION LIMIT OVERRIDES: ** NONE ** PURLIN BRACE OVERRIDES: ** NONE ** ********************************* * D E F A U L T L O A D I N G ********************************* LOADS: DEAD LOAD: 2.000 PSF DIVE LOAD: 0.000 PSF WIND LOAD: 23.620 PSF COLLATERAL LOAD: 0.000 PSF DATE: 16-OCT-2006 LOADING CONDITIONS NAME DESCRIPTION DEFL. LIMIT ----------------------------------- DL DEAD LOAD LL LIVE LOAD WL WIND LOAD CL COLLATERAL LOAD L11 STRUT LOADING COMBINATIONS: JOB NO. 532409STRUT NAME DESCRIPTION ---- --------------------------------------------- 0001 DEAD+LIVE+COLLATERAL 0002 WIND - DEAD NAME CONDITIONS/FACTORS 0001 1.00 DL 1.00 LL 1.00 CL 0002 0.60 DL 1.00 WL 1.00 L11 OVERALL DEFLECTION FACTOR SEISMIC LIMIT ------------------------ 1.00 1.00 * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * S P E C I A L C O N C E N T R A T E D L O A D S * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * PAGE 2 MEASUREMENT CONVENTIONS: SPACE LOADS - LOCATIONS ARE MEASURED POSITIVE UPWARD AND POSITIVE TO THE RIGHT. POSITIVE TOWARD THE RIGHT, POSITIVE DOWNWARD, AND POSITIVE CLOCKWISE FOR MOMENTS. CONCENTRATED LOAD MAGNITUDES ARE LOAD HORIZONTAL VERTICAL MOMENT <----- LOCATION -----> CONDITION MEMBER TYPE (KIPS) (KIPS) (KIP -FT) HORIZONTAL VERTICAL - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - L11 - - T BAD - - - - - - - - - - - - 1 SPACE - - - - - LOAD - - - - - - - - - - - - 1.730 - - - - - - - - 0.000 0.000 0-00-00 0-00-00 Lll BAY 1 SPACE LOAD -1.730 0.000 0.000 21-09-00 0-00-00 Lll BAY 2 SPACE LOAD 1.730 0.000 0.000 0-00-00 0-00-00 Lll BAY 2 SPACE LOAD -1.730 0.000 0.000 22-00-00 0-00-00 Lll BAY 3 SPACE LOAD 6.940 0.000 0.000 0-00-00 0-00-00 Lll BAY 3 SPACE LOAD -6.940 0.000 0.000 25-00-00 0-00-00 L11 BAY 4 SPACE LOAD 1.730 0.000 0.000 0-00-00 0-00-00 Lll BAY 4 SPACE LOAD -1.730 0.000 0.000 23-09-00 0-00-00 * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * S P E C I A L A R E A L O A D S *************************************** MEASUREMENT CONVENTIONS: AREA LOAD LOCATIONS ARE MEASURED POSITIVE UPWARD AND POSITIVE TO THE RIGHT. DEAD, LIVE AND COLLATERAL LOAD MAGNITUDES ARE MEASURED POSITIVE DOWNWARD. WIND LOAD IS POSITIVE FOR PRESSURE. DATE: 16-OCT-2006 JOB NO. 532409STRUT LOAD LOAD LOADING MAGNITUDE (LBS./SQ.FT.) <----- LOCATION -----> CONDITION MEMBER TYPE WIDTH START END START END ---- --------- DL --------------------- BAY 1 DEAD --------- LOAD 3-00-00 ----------------------- 2.00.0 2.000 0-00-00 -.---- 21-09-00 DL BAY 2 DEAD LOAD 3-00-00 2.000 2..000 0-00-00 22-00-00 DL BAY 3 DEAD LOAD 3-00-00 2.000 2.000 0-00-00 2-5-00-00 DL BAY 4 DEAD LOAD 3-00-00 2.000 2.000 0-00-00 28-09-00 WL BAY 1 WIND LOAD 3-00-00 -23.620 -23.620 0-00-00 21-09-00 WL BAY 2 WIND LOAD 3-00-00 -23.620 -23.620 0-00-00 22-00-00 WL BAY 3 WIND LOAD 3-00-00 -23.620 -23.620 0-00-00 25-00-00 WL BAY 4 WIND LOAD 3-00-00 -23.620 -23.620 0-00-00 28-09-00 * D E F L E C T I O N S POSITIVE DIRECTIONS: VERTICAL - POSITIVE UPWARDS LOAD COMBINATION LOCATION VERTICAL DEFLECTIONS (INCHES) NAME BAY DESCRIPTION DESCRIPTION ACTUAL ALLOWABLE - ---- --- 0001 1 ---------- R DEAD+LIVE+COLLATEAL ----------------- ------------ MID -SPAN -_---`---- 0.028 3.480 0001 2 DEAD-FLIVE+COLLATERAL MID -SPAN -0.006 3.520 0001 3 DEAD+LIVE+COLLATERAL RIGHT LAP 0.006 4.000 0001 4 DEAD+LIVE+COLLATERAL MID -SPAN -0.062 4.600 0002 1 WIND - DEAD MID -SPAN 0.312 3.480 0002 2 WIND - DEAD MID -SPAN 0.071 3.520 0002 3 WIND - DEAD RIGHT LAP -0.065 4.000 0002 4 WIND - DEAD MID -SPAN 0.695 4.600 LOAD CONDITION LOCATION VERTICAL DEFLECTIONS (INCHES) NAME BAY DESCRIPTION DESCRIPTION ACTUAL - --- ALLOWABLE ---- --- DL 1 --- - DEAD LOAD --- --- ------------ MID -SPAN -0.028 3.480 DL 2 DEAD LOAD MID -SPAN -0.006 3.520 DL 3 DEAD LOAD RIGHT LAP 0.006 4.000 DL 4 DEAD LOAD MID -SPAN- -0.062 4.600 LL 1 LIVE LOAD MID -SPAN 0.000 3.480 LL 2 LIVE LOAD MID -SPAN 0.000 3.520 LL 3 LIVE LOAD RIGHT LAP 0.000 4.000 LL 4 LIVE LOAD MID -SPAN 0.000 4.600 WL 1 WIND LOAD MID -SPAN 0.329 3.480 WL 2 WIND LOAD MID -SPAN 0.074 3.520 WL 3'- WIND LOAD RIGHT LAP -0.069 4.000 WL 4 WIND LOAD MID -SPAN 0.733 4.600 CL 1 COLLATERAL LOAD MID -SPAN 0.000 3.480 CL 2 COLLATERAL LOAD MID -SPAN 0.000 3.520 CL 3 COLLATERAL LOAD RIGHT LAP 0.000 4.000 PAGE 3 �'`1 DATE: 16-OCT-2006 JOB NO. 532409STRUT LOAD CONDITION LOCATION VERTICAL DEFLECTIONS (INCHES) NAME BAY DESCRIPTION DESCRIPTION ACTUAL ALLOWABLE -- ---- CL --- 4 --------------------------------------------- COLLATERAL LOAD ------------- MID -SPAN 0.000 4.600 L11 1 STRUT MID -SPAN 0.000 3.480 L11 2 STRUT MID -SPAN 0.000 3.520 Lll 3 STRUT RIGHT LAP 0.000 4.000 L11 4 STRUT MID -SPAN 0.000 4.600 * S U P P O R T R E A C T I O N S POSITIVE DIRECTIONS: HORIZONTAL - POSITIVE TO RIGHT, VERTICAL - POSITIVE UPWARDS, MOMENT - POSITIVE CLOCKWISE LOAD LOCATION HORIZONTAL VERTICAL MOMENT NAME BAY DESCRIPTION (KIPS) (KIPS) (KIP -FT) ---- 0001 ------ ------------------------- 1 LEFT END -- -- 0.000 0.049 0.000 0002 1 LEFT END 0.000 -0.545 0.000 0001 2 LEFT END 0.000 0.155 0.000 0002 2 LEFT END 0.000 -1.738 0.000 0001 3 LEFT END 0.000 0.119 0.000 0002 3 LEFT END 0.000 -1.332 0.000 0001 4 LEFT END 0.000 0.196 0.000 0001 4 RIGHT END 0.000 0.066 0.000 0002 4 LEFT END 0.000 -2.202 0.000 0002 4 RIGHT END 0.000 -0.741 0.000 * A N A L Y Z E D S E C T I O N S ************************************* SPAN LEFT LAP RIGHT LAP DEFLECTION BAY (FT) (FT) SECTION NAME (FT) (L/XX) ---- 1 ---------- 21.750 0.000 ---------------- --- ZlOX15 3.521 794 2 22.000 3.521 Z10X15 1.167 3546 3 25.000 2.344 ZIOX12 3.521 -4377 4 28.750 3.521 ZlOX12 0.000 470 * U N I T Y C H E C K S * S U M M A R Y R E P O R T PAGE 4 DATE: 16-OCT-2006 JOB NO. 532409STRUT <------- MAX. UCK,AT POINT ------> <---- MAX. UCK BETWEEN POINTS ---> UNITY BAY DIST.(FT) COMB EQN UCK DIST.(FT) COMB EQN ------ UCK ---------------- CHECK ---- --------- 0.000 ---- 0002 ------ C4-1 -------- 0.2523 --------- 8.700 ---- 0002 C5.2-1 0.6967 0.6967 1 10.875 0002 C5.2-1 0.6469 10.875 0002 C5.2-7_ 0.6469 0.6469 1 18.229 0002 C5.2-1 0.2118 21.750 0002 C5.2-1 0.4061 0.4061 1 21,750 0002 C5.2-1 0.4061 0.4061 2 0.000 0002 C5.2-1 0.4063 0.000 0002 C5.2-1 0.4063 0.4063 2 3.521_ 0002 C5.2-1 0.4770 3.521 0002 C5.2-1 0.4770 0.4770 2 11.000 0002 C5.2-1 0.4340 13.164 0002 C5.2-1 0.4373 0.4373 2 19.656 0002 C5.2-1 0.1411 22.000 0002 C5.2-1 0.2056 0.2056 2 22.000 0002 C5.2-1 0.2056 0.2056 3 0.000 0002 C5.2-1 0.5081 0.000 0002 C5.2-1 0.5081 0.5081 3 1.167 0002 C5.2-1 0.7660 1.167 0002 C5.2-1 0.7660 0,7660 3 12.500 0002 C5.2-1 0.7384 21.479 0002 C5.2-1 0.9208 0.9208 3 21.479. 0002 C5.2-1 0.4470 25.000 0002 C5.2-1 0.5685 0.5685 3 25.000 0002 C5.2-1 0.5685 0.5685 4 0.000 0002 C5.2-1_ 0.3159 0.000 0002 C5.2-]_ 0.3159 0.3159 4 3.527_ 0002 C5.2-1 0.3618 14.375 0002 C5.2-1 0.5546 0.5546 4 14.375 0002 C5.2-1 0.5546 16.771 0002 C5.2-1 0.5920 0.5920 4 28.750 0002 C4-1 0.1579 0.1579 ******************************* * F 0 R C E S * S U M M A R Y R E P O R T ******************************* NOTE: POSITIVE AXIAL LOAD CAUSES COMPRESSION IN MEMBER. POSITIVE DIRECTION FOR MOMENT IS CLOCKWISE. < ---- ------- ALLOWABLE ----------- > ! <---------- ACTUAL ----------> SHEAR AXIAL MOMENT(TOP) MOMENT(DOT) ! SHEAR AXIAL MOMENT BAY DIST (FT) COMB (KIPS) (KIPS) (KIP -FT) (KIP -FT) ! (KIPS) ! --- - (KIPS) --- - (KIP -FT) ---- --- 1 ---- 0.000 ------------- 0002 2.695 --------- 6.857 --- 8.049 ---------- 6.310 ! -0.545 1.730 0.000 1 10.875 0002 2.695 6,857 8.049 4.417 1 0.186 1.730 -1.950 1 18.229 0002 5.390 13.713 12.620 16.099 ! 0.681 1.730 1.240 1 21.750 0002 5.390 13.713 12,620 16.099 1 0.918 ! 1.730 4.055 2 0.000 0002 5.390 13.713 12.620 16.099 !-0.82.0 1.730 4.055 2 3.521 0002 2.695 6.857 6.310 8.049 ! -0.583 1.730 1.584 2 11.000 0002 2.695 6.857 8.049 4.417 ! -0.080 1.730 -0.897 2 19.656 0002 12.719 7.7.811 18.309 20.507 ! 0.502 1.730 0.929 2 22.000 0002 12.719 17.811 18.309 20.507 1 0.660 ! 1.730 2.290 3 0.000 0002 12.719 17.811 18.309 20.507 1 -0.672 6.940 2..290 3 1.167 0002 10.024 10,955 11.999 12.458 1 -0.594 6.940 1.551 3 12.500 0002 10.024 10.955 12.458 8.399 1 0.168 6.940 -0.860 PAGE 5 DATE: 16-OCT-2006 JOB NO. 532409STRUT <---------------- ALLOWABLE ----------- - - - - -> 1 <---- - - - - -- ACTUAL ----------> SHEAR AXIAL MOMENT(TOP) MOMENT(BOT) ! SHEAR AXIAL MOMENT BAY DIST (FT) COMB (KIPS) (KIPS) (KIP -FT) (KIP -FT) ! (KIPS) (KIPS) (KIP -FT) --------- ------------ 3 21.479 ---- 0002 --------- 20.048 ---------- --- 21.910 23.998 24.915 --------- ---- ! 0.772 6.940 3.364 3 25.000 0002 20.048 21.910 23.998 24.915 1 1.009 6.940 6.500 4 0.000 0002 20.048 21.910 23.998 24.915 ! -1.193 1.730 6.500 4 3.521 0002 10.024 10.955 1_1,999 12.458 ! -0.956 1.730 2.717 4 14.375 0002 10.024 10955 12.458 8.399 ! -0.226 1.730 -3.700 4 28.750 0002 10.024 10.955 12.458 11.999 ! 0.741 1.730 0.000 * W E B C R I P P L I N G C H E C K S NOTE: EQN. WC1 IS FOR OPPOSING LOADS SPACED >1.5H, END REACTIONS. EQN. WC2 IS FOR OPPOSING LOADS SPACED >l.5H, INTERIOR REACTIONS. EQN. WC3 IS FOR OPPOSING LOADS SPACED <=1.5H, END REACTIONS. EQN. WC4 IS FOR OPPOSING LOADS SPACED <=1.5H, INTERIOR REACTIONS. BEARING ALLOWABLE ACTUAL WIDTH LOAD LOAD COMBINED UCK BAY EQUATION COMB LOCATION (INCHES) (KIPS) (KIPS) W/O REINFORCEMENT --- 1 -------- WC7_ ---- 0001 --------- 0-00-00 ----------------- ------------ 4.000 1.12.5 0.049 0.0432 1 WC2 0001 21-09-00 4.000 3.744 0.155 0.0700 2 WC2 0001 22-00-00 4.000 6.545 0.119 0.0293 3 WC2 0001 25-00-00 4.000 9.347 0.196 0.0451 4 WCl 0001 28-09-00 4.000 3.177 0.066 0.0208 ******************************* * W E I G H T S U M M A R Y ******************************* PROGRAM ID: 2.2.7ZAC.7ZAC.7ZAC AISI SHAPES 538.784 --------------------------- THEORETICAL 538.784 5o THEO./ACTUAL 26.939 3% DUNNAGE 16.164 --------------------------- TOTAL WEIGHT 581.887 LBS. -7 PAGE 6 171 DATE: 16-OCT-2006 JOB NO. 532409MBA PAGE 1 - ! KIRBY BUILDING SYSTEMS, INC. ! CUSTOMER'NAME UPSALA BUISNESS'LOT 3 ! BUTLDER NAME SUNSPAN STRUCTURES ! P.O. BOX 390 PORTLAND, TN 37148 ! CUSTOMER ADDRESS: SANFORD, FL. ! BUILDER ADDRESS LONGWOOD, FL. + -----------------------------------+--- --------------------------- R O O F B R A C I N G D E S I G N R E P O R T ******************************************************* -5�CC-P CC> GOVERNING LOAD CODE: 2004 - RarkO <n Building Code vim( 2.00(0 ! � DESIGN LOADS INFORMATION: Designed As Enclosed Structure Occupancy Category: II Wind: Basic Load: 16.07 PSF Speed: 110 MPH Exposure: B Iw: 1.00 Endzone Width: 11-10-13 K1: NA K2: NA K3: NA Kzt: 1.00 Site Class: D Seismic Design Category: A Analysis Procedure - Equivalent Lateral Force Procedure Longitudinal Structural System: Not Specifically Detailed For Seismic Resistance BRACED BAYS: 3 PANEL TYPE: KIRBY RIB TOTAL ROOF DIAPHRAGM ACTION: 7.875 KIPS For Seismic 7.875 KIPS For Wind (12-00-00 Length Of Panel Has Been Deducted) NOTE: WIND AND SEISMIC FORCES ARE NOT REDUCED. (Intzone Coeff: 0.935 Endzone Coeff: 0.935) --- <------------- - -------- Wind -------------> --- --- --- - <----- Seismic (Unfactored) ----- > ---- -- Maximum Per Braced Bay -- Brace Point Endwall Total Endwall Total Strut Force From Back Column Strut Force Diaphragm Column Strut Force Diaphragm W/Diaphragm Steel Line Reaction W/O Diaphragm Action Reaction W/O Diaphragm Action Unfactored Factored Controlling (FT) (KIPS) (KIPS) (KIPS) (KIPS) (KIPS) (KIPS) (KIPS) (KIPS) Force ---------------- 0.000 121515 - Oi3 4•- 13" 7.875 0.075 0.199 7.875 9--0-0-0 'N3& @60 Wind 22.250 t",107 2.,-7-4.8 7.875 0.147 0.125 7.875 0.000 0.000 Wind 43.750 �.9'a z�63�" .til 3,:�77 7.875 0.125 0.147 7.875 0.000 0.000 Wind 59.500 ! 7 ` 3-3�Y� 4 599- 7.875 0.053 0.199 7.875 0.000 0 . 000 Wind �'v DATE: 16-OCT-2006 JOB NO. 532409MBA ******************************************* * R O O F B R A C I N G S U M M A R Y SPANS ARE FROM BACK SIDEWALL -- -- ---------------- DESIGN FORCE DIAMETER -- -- ALLOW FORCE BRACED BAY SPAN (KIPS) (IN) (KIPS) LENGTH TYPE --------------------------------------------------------------------------------- 1 0.000 0.2500 3.325 33-00-12 Cable 2 0.000 0.2500 3.325 33-00-02 Cable 3 0.000 0.2500 3.325 29-04-06 Cable PAGE 2 0A DATE: 16-OCT-2006 JOB NO. 532409MBA PAGE 1 A-- -----------------------+---------------------------------------+-------------------------- -----------h ! KIRBY BUILDING SYSTEMS, INC. ! CUSTOMER NAME : UPSALA BUISNESS LOT 3 ! BUILDER NAME SUNSPAN STRUCTURES ! ! P.O. BOX 390 PORTLAND, TN 37148 ! CUSTOMER ADDRESS: SANFORD, FL. ! BUILDER ADDRESS LONGWOOD, FL. ! +-----------------------------------+--------------------------------------I--------------------------------------h * B A C K S I D E W A L L D E S I G N R E P O R T *********************************************************** Ic, o C o GOVERNING LOAD CODE: 204 F(O Zj-& Building Code 'ZAO& DESIGN LOADS INFORMATION: Designed As Enclosed Structure Occupancy Category: II Wind: Basic Load: 1_8.45 PSF Speed: 7.10 MPH Exposure: B Iw: 1.00 Edge Strip Width: 5-11-06 K1: NA K2: NA K3: NA Kzt: 1.00 AISI Edition: 2001 SAVE HEIGHT: 18-06-00 LOADING CONDITIONS: NAME DESCRIPTION DEFL. LIMIT ----------------------------------- GWS Girt Wind Suction GWP Girt Wind Pressure MCS Mem Con Wind Suct MCP Mem Con Wind Pres LOADING COMBINATIONS: OVERALL DEFL. NAME DESCRIPTION FACTOR LIMIT --------------------------- -- -- 0003 WL --> Suction 1.00 0004 WL --> Pressure 1.00 NAME CONDITIONS/FACTORS 0003 1J00 GWS 1.00 MCS 0004 1.00 GWP 1.00 MCP DEFAULT DEFLECTION: L/168 DEFLECTION OVERRIDES: ***** NONE ***** FRAMED OPENINGS: 29-09-00 WIDE X 10-00-00 HIGH IN BAY 4 AT 0-00-00 25-00-00 WIDE X 10-00-00 HIGH IN BAY 3 AT 0-00-00 6-00-00 WIDE X 10-00-00 HIGH IN BAY 2 AT 0-00-00 12-00-00 WIDE X 14-00-00 HIGH IN BAY 2 AT 6-00-00 G S L�� S.�r� ✓� , 4-00-00 WIDE X 10-00-00 HIGH IN BAY 2 AT 18-00-00 6-09-00 WIDE X 10-00-00 HIGH IN BAY 1 AT 0-00-00 12-00-00 WIDE X 1_4-00-00 HIGH IN BAY 1 AT 6-09-00 4-00-00 WIDE X 10-00-00 HIGH IN BAY 1 AT 18-09-00 DATE: 16-OCT-2006 GIRTS ARE BY -FRAMED GIRT DEPTH BAY 4 SPACING: 29-9 JOB NO. 532409MBA * S U M M A R Y G I R T D E S I G N 8.00 IN. ELEVATION GA LEFT LAP, SPAN RIGHT LAP ----------- -- 15-0 13 ----------- 0-0 ----------- 29-9 ----- 3-6-1/4 OPENING 1 MEMBER LENGTH SECTION ---------- Header ----------- 29-9 ---------------- BAY 3 SPACING: 25-0 ELEVATION GA LEFT LAP SPAN RIGHT LAP -- 15-0 16 ----------- 1-2 ----------- 25-0 ----------- 1-2 OPENING 1 - MEMBER LENGTH SECTION ---------- Header ----------- 25-0 ---------------- (3G BAY 2 SPACING: 22-0 ELEVATION GA LEFT LAP SPAN RIGHT LAP ----------- - 15-0 1-5 ----------- 1-2 ----------- 22-0 ------ 2-4-1/8 OPENING 1 MEMBER LENGTH ---------- Header ----------- 6-0 OPENING 2 MEMBER LENGTH --- Left Jamb ----------- 15-0 Right Jamb 15 - 0 Header 12-0 OPENING 3 MEMBER LENGTH ---------- Header ----------- 4-0 SECTION ---r-�aF SECTION ---------------- 4-0 C 12 GA 4-0 C 12 GA 4-0 C 12 GA SECTION ---------------- PAGE 2 <-.-- GWS WIND COEFF -•---> <-- GWP WIND COEFF -> DEFLECTION MAX UNITY IN`Z'ERIOR ZONE EDGE STRIP ALL ZONES ---------- L/172 --------- 1.011 ------------ 0.936 ---------- 0.973 ---------- 0.846, - <---- GWS WIND COEFF ----> <- GWP WIND COEFF -> DEFLECTION MAX UNITY INTERI.OR ZONE EDGE STRIP ALL ZONES ---------- L/283 --------- 1.472 ------------- 0.936 ---------- 0.973 ---------- ---- 0,846 <---- GWS WIND COEFF ----> <- GWP WIND COEFF -> DEFLECTION MAX UNITY INTERIOR ZONE EDGE STRIP ALL ZONES ---------- L/-1009 --------- 0.771 ------------- 0.960 ---------- -------------------- 0.870 <---- GWS WIND COEFF ----> <- GWP WIND COEFF -> DEFLECTION MAX UNITY INTERIOR ZONE EDGE STRIP ALL ZONES ---------- L/466 -- 0.893 ------------- 0.960 ---------- -------------------- 0.870 <---- GWS WIND COEFF ----> <- GWP WIND COEFF -> DEFLECTION MAX UNITY INTERIOR ZONE EDGE STRIP ALL ZONES ---------- L/729 -- 0.836 - -------------- 0.978 ---------- -------------------- 0.888. <---- GWS WIND COEFF ----> <- GWP WIND COEFF -> DEFLECTION MAX UNITY INTERIOR ZONE EDGE STRIP ALL ZONES ---------- L/3658 --------- 0.374 ------------- 1.066 ---------- -------------------- 0.976 <---- GWS WIND COEFF ----> <- GWP WIND COEFF -> DEFLECTION MAX UNITY INTERIOR ZONE EDGE STRIP ALL, ZONES ---------- L/568 --------- 0.389 -------=----- 1.021 ---------- -------------------- 0.931 L/620 0.353 1.021 0.931 L/9999 0,039 1.062 0.972 <---- GWS WIND COEFF ----> <- GWP WIND COEFF -> DEFLECTION MAX UNITY INTERIOR ZONE EDGE STRIP ALL ZONES ---------- L/9999 --------- 0.170 ------------- 1.094 ---------- -------------------- 1.004 6p ts S dk�&— "'k,lt. �vlu-.,�,c,. Ak DATE: 16-OCT-2006 BAY 1 SPACING: 22-9 ELEVATION GA LEFT LAP SPAN RIGHT LAP ----------- ----------------------------------- 15-0 13 3-6-1/4 22-9 0-0 JOB NO. 532.409MBA PAGE 1 3 <---- GWS WIND COEFF ----> <- GWP WIND COEFF -> OPENING I MEMBER LENGTH SECTION ---------- ----------- ---------------- Header 6-9 OPENING 2 MEMBER LENGTH SECTION ---------- -- ------------------- Lef t Jamb 15-0 4-0 C 12 GA Right Jamb 15-0 4-0 C 12 GA Header 12-0 4-0 C 12 GA OPENING 3 MEMBER LENGTH SECTION ---------- ----------- ---------------- Header 4-0 DEFLECTION MAX UNITY INTERIOR ZONE EDGE STRIP ALL ZONES ----=----- L/236 ---------' 0.996 ------------- 0.973 ----- 1.047 -------------------- 0.883 <---- GWS WIND COEFF ----> <- GWP WIND COEFF -> DEFLECTION MAX UNITY INTERIOR ZONE EDGE STRIP - ALL ZONES ----- ---------- L/2589 --------- 0.469 ------------- 1.058 --- 0.968 <---- GWS WIND COEFF ----> <- GWP WIND COEFF -> DEFLECTION MAX UNITY INTERIOR ZONE EDGE STRIP ALL ZONES ------ ---------- L/552 --------- 0.402 ------------- 1.021 ---------- 0.931 L/582 0.377 1.021 1.141 0.931 L/9999 0.039 1.062 1.223 0.972 <---- GWS WIND COEFF ----> <- GWP WIND COEFF -> DEFLECTION MAX UNITY INTERIOR ZONE EDGE STRIP ALL ZONES L/9999 0.201 1.094 1.288 1.004 uti DATE;: 16-OCT-2006 JOB NO. 532409MBA PAGE 1 +----P.O. BOX 390 PORTLAND TN--3------+--------------------------+-------------------------------------------+ ---------------- ! KIRBY BUILDING SYSTEMS, INC. ! CUSTOMER NAME : UPSALA BUISNESS LOT 3 ! BUILDER NAME : SUNSPAN STRUCTURES ! ! 7148 ! CUSTOMER ADDRESS: SANFORD, FL. ! BUILDER ADDRESS : LONGWOOD, FL. ! -----------------------------+------ --------------------------------I- * B A C K S I D E W A L L B R A C I N G D E S I G N R E P O R T *****************************************************************k********* A+n GOVERNING LOAD CODE: 2004= �(or��.� Building Code �� (r �� DESIGN LOADS INFORMATION: Designed As Enclosed Structure Occupancy Category: II Wind: Basic Load: 16.07 PSF Speed: 110 MPH Exposure: B Iw: 1.00 Edge Strip Width: 5-11-06 Kl: NA K2: NA K3: NA Kzt: 1.00 Site Class: D Seismic Design Category: A Analysis Procedure - Equivalent Lateral Force Procedure Longitudinal Structural System: Not Specifically Detailed For Seismic Resistance BRACING TYPE: Cable BRACED BAYS : 3 APPLIED ENDWALL LOAD 0.293 KIPS From Seismic KIPS From Wind (Intzone Coeff: 0,935 Endzone Coeff: 0.935) DIAPHRAGM CAPACITY 0.000 KIPS For Seismic 0.000 KIPS For Wind DIAPHRAGM SHEAR STRESS: 0.000 PLF For Seismic 0.000 PLF For Wind ***** NOTE: Applied Seismic Load is Amplified by Overstrength Factor (2.50) j PROVIDE BRACING In. Diameter Cable In Bay 3 (Horiz. Load: `tKIPS Vert. Load:-92 KIPS) (Brace Force: Brace Allow:-- 'ICI PS) 0 (V . 2,,4 14 CO"h'K' E^'( v Ztc C7'�v1 -O�oZ LA5 DATE: 16-OCT-2006 JOB NO. 532409MBA PAGE 1 +-----------------------------------+------------------------------------+-------------------------------------------+ ! KIRBY BUILDING SYSTEMS, INC. ! CUSTOMER NAME : UPSALA BUISNESS LOT 3 ! BUILDER NAME SUNSPAN STRUCTURES ! ! P.O. BOX 390 PORTLAND, TN 37148 ! CUSTOMER ADDRESS: SANFORD, FL. ! BUILDER ADDRESS LONGWOOD, FL. ! * F R O N T S I D E W A L L D E S I G N R E P�Q R T GOVERNING LOAD CODE: 2 0 0 4 - Building Code v. l �'�Q `7� (� Q ' DESIGN LOADS INFORMATION: Designed As Enclosed Structure Occupancy Category: II Wind: Basic Load: 18.45 PSF Speed: 110 MPH Exposure: B Iw: 1.00 Edge Strip Width: 5-11-06 K1: NA K2: NA K3: NA AISI Edition: 2001 EAVE HEIGHT: 20-11-12 LOADING CONDITIONS: NAME DESCRIPTION DEFL. LIMIT ----------------------------------- GWS Girt Wind Suction GWP Girt Wind Pressure MCS Mem Con Wind Suct MCP Mem Con Wind Pres LOADING COMBINATIONS: OVERALL DEFL. NAME DESCRIPTION FACTOR LIMIT 0003 WL --> Suction 1.00 0004 WL --> Pressure 1.00 NAME CONDITIONS/FACTORS 0003 1.00 GWS 1.00 MCS 0004 1.00 GWP 1.00 MCP DEFAULT DEFLECTION: L/168 DEFLECTION OVERRIDES: ***** NONE ***** All (U-(U-0(-- Kzt: 1.00 FRAMED OPENINGS: 22-09-00 WIDE X 10-00-00 HIGH IN BAY 1 AT 0-00-00 22-00-00 WIDE X 10-00-00 HIGH IN BAY 2 AT 0-00-00 _� Q 25-00-00 WIDE X 10-00-00 HIGH IN BAY 3 AT 0-00-00 29-09-00 WIDE X 10-00-00 HIGH IN BAY 4 AT 0-00-00 ik� DATE: 16-OCT-2006 JOB NO. 532409MEA * S U M M A R Y G I R T D E S I G N GIRTS APE BY -FRAMED GIRT DEPTH: 8.00 IN. BAY 1 S•PACING: 22-9 ELEVATION GA LEFT LAP SPAN RIGHT LAP ----------- ----------------------------------- 15-0 16 0-0 22-9 1-2 18-6 16 0-0 22-9 1-2 OPENING 1 MEMBER LENGTH SECTION ---------- ----------- --------- -- Header 2 2 - 9 Mc�&r2 �-4- Q� BAY 2 SPACING: 22-0 ELEVATION GA LEFT LAP SPAN RIGHT LAP ----------- ------------- - 7.5-0 16 1-2 22-0 1-2 18-6 7.6 1-2 22-0 1-2 OPENING 1 MEMBER LENGTH SECTION ---- ------ Header 22-0 LaG+3 BAY 3 SPACING: 25-0 ELEVATION GA LEFT LAP SPAN RIGHT LAP ----------- ---_--------- -- 3.5-0 16 1 2 25-0 1-2 18-6 16 1-2 25-0 1-2 OPENING 1 MEMBER LENGTH SECTION ---------- ----------- ---------------- Header, 25-0 Jl�- {Pp� BAY 4 SPACING: 29-9 ELEVATION GA LEFT LAP SPAN RIGHT LAP ----------- ----------------------------------- 15-0 13 3-6-1/4 29-9 0-0 18-6 (�1-!�7- 1-2 29-9 0-0 OPENING 1 MEMBER LENGTH SECTION ---------- ----------- ----------- Header 29-9 ++- 6C, PAGE 2 <---- GWS WIND COEFF ----> <- GWP WIND COEFF -> DEFLECTION MAX UNITY INTERIOR ZONE EDGE STRIP ALL ZONES ---------- L/276 --------- 0.975 ------------- 0.973 ---------- 1.047 -------------------- 0.883 L/392 0,686 0.973 1.047 0.883 <---- GWS WIND COEFF ----> <- GWP WIND COEFF -> DEFLECTION MAX UNITY INTERIOR ZONE EDGE STRIP ALL ZONES ---------- L/604 --------- 0,689 ------------- 0.973 ---------- 1.047 -------------------- 0.883 <---- GWS WIND COEFF ----> <- GWP WIND COEFF -> DEFLECTION MAX UNITY INTERIOR ZONE EDGE STRIP ALL ZONES ---------- L/1608 --------- 0.781 ------------- 0.978 ---------- -------------- 0.888 L/2326 0.549 0.978 0.888 <---- GWS WIND COEFF ----> <- GWP WIND COEFF -> DEFLECTION MAX UNITY INTERIOR ZONE EDGE STRIP ALL ZONES ---------- L/673 --------- 0.619 ------- 0.976 --- -- ---- 0.886 <---- GWS WIND COEFF ----> <- GWP WIND COEFF -> DEFLECTION MAX UNITY INTERIOR ZONE EDGE STRIP ALL ZONES ---------- L/-1878 --------- 0.799 --- 0.960 - ---- ------,----- - 0.870 - L/3197 0.885 0.960 0.870 <---- GWS WIND COEFF ----> <- GWP WIND COEFF -> DEFLECTION MAX UNITY INTERIOR ZONE EDGE STRIP ALL ZONES ---------- L/466 --------- 0.893 ------------- 0.960 ---------- -------------------- 0.870 <---- GWS WIND COEFF ----> <- GWP WIND COEFF -> DEFLECTION MAX UNITY INTERIOR ZONE EDGE STRIP ALL ZONES L/180 0.986 0.936 0.973 0.846 L/193 0.980 0.936 0.973 0.846 <---- GWS WIND COEFF ----> <- GWP WIND COEFF -> DEFLECTION MAX UNITY INTERIOR ZONE EDGE STRIP ALL ZONES - -- L/283 -- 1.472 ------- 0.936 ---------- 0.973 - 0.846 LkS DATE: 16-OCT-2006 JOB NO. 532409PARAPETCHANNEL PAGE 1 +------------------ -----------+--------------------------------------------+-------------------------------------------+ ! KIRBY BUILDING SYSTEMS, INC. ! CUSTOMER NAME ! BUILDER NAME ! ! P.O. BOX 390 PORTLAND, TN 37148 ! CUSTOMER ADDRESS: ! BUILDER ADDRESS ! +-----------------------------------+--------------------------------------------+--------[-----------------------------------+ * J A M B/ H E A D E R D E S I G N R E P O R T* 1 * 2 0 0 1 A I S I SECTION DEPTH: 0-08-00 SECTION IS DESIGNED SECTION TYPE IS HEADER BETWEEN BAYS SECTION LENGTH: 29-09-00 DEFLECTION LIMIT: L/240 SECTION NAME- SX4X15 ACTUAL DEFLECTION: L/-247 MAXIMUM UNITY CHECK: 0.5032 BRACE POINTS: 2-00-00 4-00-00 6-00-00 8-00-00 10-00-00 12-00-00 14-00-00 7.6-00-00 18-00-00 20-00-00 22-00-00 24-00-00 26-00-00 * D E F A U L T L O A D I N G ********************************* LOADING CONDITIONS: NAME DESCRIPTION DEFL. LIMIT ----------------------------------- Lll WIND CASE 1 L/ 240 L12 WIND CASE 2 L/ 240 LOADING COMBINATIONS: OVERALL DEFLECTION NAME DESCRIPTION FACTOR SEISMIC LIMIT ------------------------------------------------------------------------- 0001 WIND CASE 1 1.00 0002 WIND CASE 2 1.00 NAME CONDITIONS/FACTORS --------------------------------------------- ------------------------------ ------------------ 0001 1.00 Lll 0002 1.00 L12 * S P E C I A L A R E A L O A D S MEASUREMENT CONVENTIONS: AREA LOAD LOCATIONS ARE MEASURED POSITIVE UPWARD AND POSITIVE TO THE RIGHT. DEAD, LIVE AND COLLATERAL LOAD MAGNITUDES ARE MEASURED POSITIVE DOWNWARD., WIND LOAD IS POSITIVE.,FOR PRESSURE. LOAD LOAD LOADING MAGNITUDE (LBS./SQ.FT.) <----- LOCATION "-----> CONDITION MEMBER TYPE WIDTH START END " START END -------------------------------------------------------------- -------------------- Lll HEAD WIND LOAD 1-09-00 17.950-17.950 0-00-00 6-00-00 L'�(e DATE: 16-OCT-2006 JOB NO. 532409PARAPETCHANNEL LOAD LOAD LOADING MAGNITUDE (LBS./SQ.FT.) <----- LOCATION -----> CONDITION MEMBER TYPE WIDTH START END ---------- START END ---------- ------------------------------ Lll HEAD WIND -------------------------------- LOAD 1-09-00-17.280-17.280 6-00-00 20-00-00 L12 HEAD WIND LOAD 1-09-00 15.620 15.620 0-00-00 20-00-00 L12 HEAD WIND LOAD 0-06-00 23.620 23.620 0-00-00 20-00-00 L11 HEAD WIND LOAD 0-06-00-15.620-15.620 0-00-00 20-00-00 * D E F L E C T I O N S ************************* POSITIVE DIRECTIONS: VERTICAL - POSITIVE UPWARDS LOAD COMBINATION LOCATION VERTICAL NAME MEMB DESCRIPTION DESCRIPTION (INCHES) --------- ---- -------------------------------------- 0001 HEAD WIND CASE 1 ------ MID -SPAN 1.405 0002 HEAD WIND CASE 2 MID -SPAN -1.440 ************************************* * S U P P O R T R E A C T I O N S POSITIVE DIRECTIONS: HORIZONTAL - POSITIVE TO RIGHT, VERTICAL - POSITIVE UPWARDS, MOMENT - POSITIVE CLOCKWISE LOAD LOCATION HORIZONTAL VERTICAL MOMENT NAME BAY DESCRIPTION (KIPS) (KIPS) (KIP -FT) ---- -------------- -- 0001 HEAD LEFT END --------------_----- 0.000 0.512 0.000 0001 HEAD RIGHT END 0.000 -0.257 0.000 0002 HEAD LEFT END 0.000 0.520 0.000 0002 HEAD RIGHT END 0.000 0.263 0.000 * U N I T Y C H E C K S * S U M M A R Y R E P O R T ******************************* <------- MAX. UCK AT POINT ------> <---- MAX. UCK BETWEEN POINTS ---> UNITY MEMB DIST.(FT) COMB EQN UCK DIST.(FT) COMB EQN UCK -- -- CHECK ------------- ---- HEAD 0.000 0002 ----------------------- ---- ------ C3.2 0.1522 12.396 0002 C3.1 0.5032 0.5032 HEAD 14.875 0002 C3.1 0.4981 14.875 0002 C3.1 0.4981 0.4981 / HEAD 29.750 0002 C3.2 0.0771 0.0771 PAGE 2 ql DATE: 16-OCT-200.6 JOB NO. 532409PARAPETCHANNEL PAGE 3 ******************************* * F 0 R C E S * S U M M A R Y R E P O R T ******************************* NOTE: POSITIVE AXIAL LOAD CAUSES COMPRESSION IN MEMBER. POSITIVE DIRECTION FOR MOMENT IS CLOCKWISE. <--------- ALLOWABLE ----------------> ! <---------- ACTUAL ----------> SHEAR AXIAL MOMENT(TOP) MOMENT(BOT) ! SHEAR AXIAL MOMENT MEMBER DIST (FT) --------------- COMB ---- --------- (KIPS) (KIPS) (KIP -FT) (KIP -FT) ! (KIPS) (KIPS) (KIP -FT) HEAD 0.000 0002 3.414 --------- ---------- --------- 38.816 8.109 6.827 ! 0.520 --------- 0.000 0.000 HEAD 14.875 0002 3.414 38.816 6.827 8.109 ! -0.063 0.000 3.400 HEAD 29.750 0002 3.414 38.816 8.109 6.827 ! -0.263 0.000 0.000 * W E I G H T S U M M A R Y PROGRAM ID: 2.2.7ZAC.7ZAC.7ZAC AISI SHAPES 120.506 --------------------------- THEORETICAL 120.506 5% THEO./ACTUAL 6.025 3o DUNNAGE 3.615 --------------------------- TOTAL WEIGHT 130.146 LBS. DATE: 16-OCT-2006 JOB NO. 532409MBA PAGE 1 a--------------- --------+---------------------------------------+-------------------------------------------+ ! KIRBY BUILDING SYSTEMS, INC. ! CUSTOMER NAME : UPSALA BUISNESS LOT 3 ! BUILDER NAME SUNSPAN STRUCTURES ! ! P.O. BOX 390 PORTLAND, TN 37148 ! CUSTOMER ADDRESS: SANFORD, FL. ! BUILDER ADDRESS LONGWOOD, FL. ! +-----------------------------------+-------------------------I-------------------------------------------+ * F R O N T S I D E W A L L B R A C I N G D E S I G N R E P O R T *: GOVERNING LOAD CODE: 20Building Code DESIGN LOADS INFORMATION: Designed As Enclosed Structure Occupancy Category: II Wind: Basic Load: 16.07 PSF Speed: 110 MPH Exposure: B Iw: 1.00 Edge Strip Width: 5-11-06 ' Kl: NA K2: NA K3: NA Kzt: 1.00 Site Class: D Seismic Design Category: A Analysis Procedure - Equivalent Lateral Force Procedure Longitudinal Structural System: Not Specifically Detailed For Seismic Resistance BRACING TYPE: Cable BRACED BAYS : 3 `i=--KIPS APPLIED ENDWALL LOAD 0.293 KIPS From Seismic �= From Wind DIAPHRAGM CAPACITY 0.000 KIPS For Seismic 0.000 KIPS For Wind DIAPHRAGM SHEAR STRESS: 0.000 PLF For Seismic 0,000 PLF For Wind ***** NOTE: Applied Seismic Load is Amplified by Ove.rstrength. Factor (2.50) PROVIDE BRACING In. Diameter Cable In Bay 3 (Horiz. Load O A375 (Brace Force (Intzone Coeff: 0.935 Endzone Coef_f_: 0.935) 4 9 KIPS Vert. Load: 8 KIPS) .�e-8-6-KI_PS Brace Allow: �88--KIPS) C6v'6,,' '.'j 0'� 0 1 -o--5 u'L 1k) DATE: 16-OCT-2006 JOB NO. 532409MEA PAGE 1 ------------------------------------------------------------------------------------------------------------------------------ ! KIRBY BUILDING SYSTEMS, INC. ! CUSTOMER NAME : UPSALA BUISNESS LOT 3 ! BUILDER NAME SUNSPAN STRUCTURES ! ! P.O. BOX 390 PORTLAND, IN 37148 ! CUSTOMER ADDRESS: SANFORD, FL. ! BUILDER ADDRESS LONGWOOD, FL. ------------------------------------+--------------------------------------------+---------------------- ----+ ******************************************************* * L E F T E N D W A L L D E S I G N R E P.O R T �p-(,CO O GOVERNING LOAD CODE: 2004 _ rk,),Zd, Building Code 200� Sin e DESIGN LOADS INFORMATION: Designed As Enclosed Structure Dead: 2.00 PSF Collateral: 3.00 PSF Occupancy Category: II Live: 20.00 PSF with Tributary Reduction Minimum LivO Load: 12.00 Wind: Basic Load: 18.45 PSF Speed: 110 MPH Exposure: B Iw: 1.00 Edge Strip Width: 5-I1-06 K1: NA K2: NA K3: NA Kzt: 1.00 AISI Edition: 2001 DESIGN END BAY SIZE: 11-04-08 COLUMN SPACINGS FROM BACK SIDEWALL: 22-03-00 21-06-00 15-09-00 BACK SAVE HEIGHT: 18-06-00 ROOF SLOPE: 0.500/12 DEFLECTION DEFAULTS: GIRTS L/168 RAFTERS COLUMNS . L/168 DEFLECTION LIMIT OVERRIDES: ** NONE ** FRONT SAVE HEIGHT: 20-11-12 FRAMED OPENINGS: 22-03-00 WIDE X 10-00-00 HIGH IN BAY 1 AT 0-00-00 21-06-00 WIDE X 10-00-00 HIGH IN BAY 2 AT 0-00-00 fj�v,/AA`"s-7 . 15-09-00 WIDE X 10-00-00 HIGH IN BAY 3 AT 0-00-00 LOADING CONDITIONS: NAME DESCRIPTION ---- ------ ------ SWT Self Weight DL Dead Load LL Live Load CL Collateral Load WLl Wind Uplift 1 GWS Girt Wind Suction GWP Girt Wind Pressure WL Long. Wind L-->R WR Long. Wind R-->L COLUMN DEFL. LIMIT RAFTER DEFL. LIMIT L/ 168 L/ 168 L/ 150 �o DATE: 1-6-OCT-2006 JOB NO. 532409MEA PAGE 2. LOADING CONDITIONS: NAME DESCRIPTION COLUMN DEFL. LIMIT RAFTER DEFL. LIMIT ---- WL2 -------------------------------------- Wind Left 2 ------------------ WR2 Wind Right 2 LA1 Live Load Alt. 1 LA2 Live Load Alt. 2 P01 Live Pattern PO1 P02 Live Pattern P02 P03 Live Pattern P03 LOADING COMBINATIONS: OVERALL DEFLECTION LIMIT NAME DESCRIPTION FACTOR HORIZ. VERT. ---- 0001 --------------------------------------------- DL+LL+CL ------- 1.00 ---------------- 0100 DL+.75(LL+CL+WLI+GWS) 1.00 0104 DL+.75(LL+CL+WLI+GWP) 1.00 0108 DL+.75(LL-i-CL+WL2+GWS) 1.00 0109 DL+.75(LL+CL+WR2+GWS) 1.00 0114 DL+.75(LL+CL+WL2+GWP) 1.00 011-5 DL+.75 (LL-i-CL+WR2+GWP) 1.00 0129 DL4-.75(LL+CL+WL+GWS) 1.00 0130 DL+.75(LL+CL+WR+GWS) 1.00 0135 DL+.75 (LL+CL-i-WL+GWP) 1.00 0136 DL+. 75 (LLd-CLi-WR+GWP) 1.00 0159 .6DL+WLl+GWS 1.00 0160 .6DL+WL1+GWP 1.00 0161 .6DL-FWL+GWS 1.00 0162 .6DL+WR+GWS 1.00 01�3 .6DL+WL+GWP 1.00 0-1- 4 .6DL+WR+GWP 1.00 0185 .6DL+WL2+GWS 1.00 0166 6DL-kWR2+GWS 1.00 0167 .6DL+WL2+GWP 1.00 0168 .6DL+WR2+GWP 1.00 0801 DL+LAl+CL 1.00 0802 DL+LA2+CL 1.00 0803 DL+CL+PO1+P02 1.00 0804 DL+CL+P02+PO3 1.00 NAME CONDITIONS/FACTORS ---- 0001 ------------------------------------------------------------------------------------------------------------------ 1.00 SWT 1.00 DL 1.00 LL 1.00 CL 0100 1.00 SWT 1.00 DL 0.75 LL 0.75 CL 0.75 WL1 0.75 GWS 0104 1.00 SWT 1.00 DL 0.75 LL 0.75 CL 0.75 WL1 0.75 GWP 0108 1.00 SWT 1.00 DL 0.75 LL 0.75 CL 0.75 GWS 0.75 WL2 0109 1.00 SWT 1.00 DL 0.75 LL 0.75 CL 0.75 GWS 0.75 WR2 0114 1.00 SWT 1.00 DL 0.75 LL 0.75 CL 0.75 GWP 0.75 WL2 0115 1.00 SWT 1.00 DL 0.75 LL 0.75 CL 0,75 GWP 0.75 WR2 01-29 1.00 SWT 1.00 DL 0.75 LL 0.75 CL 0,75 GWS 0.75 WL 6k DATE: 16-OCT-2006 NAME CONDITIONS/FACTORS JOB NO. 532409MBA PAGE 0130 1.00 SWT 1.00 DL 0.75 LL 0.75 CL 0.75 GWS 0.75 WR 0135 1.00 SWT 1.00 DL 0.75 LL 0.75 CL 0.75 GWP 0.75 WL 0136 1.00 SWT 1.00 DL 0.75 LL 0.75 CL 0.75 GWP 0.75 WR 0159 0.60 SWT 0.60 DL 1.00 WL1 1.00 GWS 0160 0.60 SWT 0.60 DL 1.00 WL1 1.00 GWP 0161 0.60 SWT 0.60 DL 1.00 GWS 1.00 WL 0162 0.60 SWT 0.60 DL 1.00 GWS 1.00 WR 0163 0.60 SWT 0.60 DL 1.00 GWP 1.00 WL 0164 0.60 SWT 0.60 DL 1.00 GWP 1.00 WR 0165 0.60 SWT 0.60 DL 1.00 GWS 1.00 WL2 0166 0.60 SWT 0.60 DL 1.00 GWS 1.00 WR2 0167 0.60 SWT 0.60 DL 1.00 GWP 1.00 WL2 0168 0.60 SWT 0.60 DL 1.00 GWP 1.00 WR2 0801 1.00 SWT 1.00 DL 1.00 CL 1.00 LAI 0802 1.00 SWT 1.00 DL 1.00 CL 1.00 LA2 0803 1.00 SWT 1.00 DL 1.00 CL 1.00 POI 1.00 P02 0804 1.00 SWT 1.00 DL 1.00 CL 1.00 P02 1.00 P03 AREA LOADS: MEASUREMENT CONVENTIONS: AREA LOAD LOCATIONS ARE MEASURED POSITIVE UPWARD AND POSITIVE TO THE RIGHT. DEAD,LIVE AND COLLATERAL LOAD MAGNITUDES ARE MEASURED POSITIVE DOWNWARD. WIND LOAD IS POSITIVE FOR PRESSURE.. LOAD LOAD LOADING MAGNITUDE (LBS./SQ.FT.) <----- LOCATION -----> CONDITION MEMBER TYPE WIDTH START END START END --------- DL - RAFTER --------- DEAD LOAD --------- 11-04-08 ----------------------- 2.000 2.000 ---------- 0-00-00 ---------- 59-06-10 LAI RAFTER LIVE LOAD 11-04-08 20.000 20.000 43-09-00 59-06-00 LAI RAFTER LIVE LOAD 11-04-08 20.000 20.000 0-00-00 22-03-00 LA2 RAFTER LIVE LOAD 11-04-08 20.000 20.000 22-03-00 43-09-00 LL RAFTER LIVE LOAD 11-04-08 20.000 20.000 0-00-00 59-06-10 POl RAFTER LIVE LOAD 11-04-08 20.000 20.000 0-00-00 22-03-00 P02 RAFTER LIVE LOAD 11-04-08 20.000 20.000 22-03-00 43-09-00 P03 RAFTER LIVE LOAD 11-04-08 20.000 20.000 43-09-00 59-06-00 WL RAFTER WIND LOAD 11-04-08 -15.183 -15.183 0-00-00 59-06-10 WL1 RAFTER WIND LOAD 5-05-02 -23.611 -23.611 53-06-10 59-06-00 WL1 RAFTER WIND LOAD 5-05-02 -2.3.611 -23.611 0-00-00 5-11-06 WL1 RAFTER WIND LOAD 5-05-02 -19.922 -19.922 5-11-06 53-06-10 WL1 RAFTER WIND LOAD 5-11-06 -23.611 -23.611 53-06-10 59-06-00 WL1 RAFTER WIND LOAD 5-11-06 -23.611 -23.611 0-00-00 5-11-06 WL1 RAFTER WIND LOAD 5-11-06 -23.611 -23.611 5-I1-06 53-06-10 WL2 RAFTER WIND LOAD 5-11-06 -23.611 -23.611 5-11-06 53-06-10 WL2 RAFTER WIND LOAD 5-11-06 -23.611 -23.611 53-06-10 59-06-00 WL2 RAFTER WIND LOAD 5-11-06 -23.611 -23.611 0-00-00 5-1.1-06 WL2 RAFTER WIND LOAD 5-05-02 -23.611 -23.611 0-00-00 5-11-06 WL2 RAFTER WIND LOAD 5-05-02 -23.611 -23.611 53-06-10 59-06-00 WL2 RAFTER WIND LOAD 5-05-02 -19.922 -19.922 5-11-06 53-06-10 WR RAFTER WIND LOAD 11-04-08 -1.5.183 -15.183 0-00-00 59-06-10 WR2 RAFTER WIND LOAD I1-04-08 7.010 7.010 0-00-00 59;06-00 61, DATE: 16-OCT-2006 JOB NO. S32409MBA PAGE 4 LOAD LOAD LOADING MAGNITUDE (LBS./SQ.FT.) <----- LOCATION > CONDITION MEMBER TYPE WIDTH START END START ---------- END ----- --------- ------------ CL RAFTER --------- COLLATERAL --------- 11-04-08 ------------- 3.000 - 3.000 0-00-00 59-06-10 SPECIAL CONCENTRATED LOADS: MEASUREMENT CONVENTIONS: SPACE LOADS - LOCATIONS ARE MEASURED POSITIVE UPWARD AND POSITIVE TO THE RIGHT. CONCENTRATED LOAD MAGNITUDES ARE POSITIVE TOWARD THE RIGHT, POSITIVE DOWNWARD, AND POSITIVE CLOCI:WISE FOR MOMENTS. AS VIEWED FROM FRONT SIDEWALL. LOAD HORIZONTAL VERTICAL MOMENT <----- LOCATION -----> CONDITION MEMBER TYPE (KIPS) (KIPS) (KIP -FT) HORIZONTAL VERTICAL ---------- ------- --- GWS BACK CORNIER ------------- SPACE LOAD ---------- -1.482 -------- 0.000 0.000 ---------- 0-00-00 10-00-00 GWS BACK CORNER SPACE LOAD -0.583 0.000 0.000 0-00-00 15-00-00 GWS WIND COLUMN 1 SPACE LOAD -2.896 0.000 0.000 0-00-00 10-00-00 GWS WIND COLUMN 1 SPACE LOAD -1.831 0.000 0.000 0-00-00 15-00-00 GWS WIND COLUMN 2 SPACE LOAD -1.553 0.000 0.000 0-00-00 15-00-00 GWS WIND COLUMN 2 SPACE LOAD -0.773 0.000 0.000 0-00-00 18-06-00 GWS WIND COLUMN 2 SPACE LOAD -1.036 0.000 0.000 0-00-00 10-00-00 GWS FRONT CORNER SPACE LOAD -1.084 0.000 0.000 0-00-00 10-00-00 GWS FRONT CORNER SPACE LOAD -0.463 0.000 0.000 0-00-00 15-00-00 GWS FRONT CORNER SPACE LOAD -0.258 0.000 0.000 0-00-00 18-06-00 GWP BACK CORNER SPACE LOAD 1.303 0.000 0.000 0-00-00 10-00-00 GWP BACK CORNER SPACE LOAD 0.507 0.000 0.000 0-00-00 15-00-00 GWP WIND COLUMN 1 SPACE LOAD 2.624 0.000 0.000 0-00-00 10-00-00 GWP WIND COLUMN 1 SPACE LOAD 1.660 0.000 0.000 0-00-00 15-00-00 GWP WIND COLUMN 2 SPACE LOAD 1.404 0.000 0.000 0-00-00 15-00-00 GWP WIND COLUMN 2 SPACE LOAD 0.699 0.000 0.000 0-00-00 18-06-00 GWP WIND COLUMN 2 SPACE LOAD 0.933 0.000 0.000 0-00-00 10-00-00 GWP FRONT CORNER SPACE LOAD 0.933 0.000 0.000 0-00-00 10-00-00 GWP FRONT CORNER SPACE LOAD 0.385 0.000 0.000 0-00-00 I-S-00-00 GWP FRONT CORNER SPACE LOAD 0.215 0.000 0.000 0-00-00 18-06-00 *************************** * G I R T L O A D I N G *************************** LOADING CONDITIONS: NAME DESCRIPTION DEF'L. LIMIT ---- -------------- GWS Girt Wind Suction ----------- GWP Girt Wind Pressure MCS Mem Con Wind Suct MCP Mem Con Wind Pres q r ,'3 DATE: 16-OCT-2006 JOB NO. 532409MBA PAGE 5 LOADING COMBINATIONS: OVERALL DEFL. NAME DESCRIPTION FACTOR LIMIT -------------------------------------------------------- ------ 0003 WL --> Suction 1.00 0004 WL --> Pressure 1.00 NAME CONDITIONS/FACTORS - ----------------------------------------------- ----------------------------------------- 0003 1.00 GWS 1.00 MCS 0004 1.00 GWP 1.00 MCP * S U M M A R Y R A F T E R D E S I G N * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * RAFTERS ARE NUMBERED FROM BACK SIDEWALL DESIGNED SECTIONS UNITY DEFLECTION MEMBER LENGTH LIBRARY SHAPE CHECK (L/XX) --------------------------------------------- BR 1 18-06-08 W8X10 0.8499 -272 BR 2 39-00-01 W8X10 0.9727 -411 MOMENT/SHEAR CONNECTIONS <------------ OUTSIDE ------------> <------------ INSIDE -------.------> SHIP. PIECE END <------ PLATE ------> BOLT CON. NO. STIFF. <--- MOMENTS ---> CON. NO. STIFF. <--- MOMENTS ---> MEMBER NUMBER NO. LENGTH WIDTH THICK. DIA. TYPE BOLTS THICK. DESIGN ACTUAL TYPE BOLTS THICK. DESIGN ACTUAL ----------------- --- ------------- ------ ------ ---- ----- ---------------------- ---- ----- --- -- -------- -------- BR 1 2 7.890 5.0000 0.3750 0.5000 C 2 0.0000 7.612 5.792 C 2 0.0000 7.612 4.098 ******************************* * W E B S T I F F E N E R S ******************************* LEFT ENDWALL <- SHIPPED PIECE -> < - WEB STIFFENER --------------> LENGTH WIDTH THICK. MEMBER NUMBER LENGTH LOCATION (IN) (IN) (IN) SIDES BR 1 18-06-08 - -0-00-03 - - -- 7.5000 ------- 1.8125 ------- 0.1900 ----- 2 BR 2 39-00-01 2-08-09 7.5000 1.8125 0.1900 2 24-02-12 7.5000 1.8125 0.1900 2 38-11-15 7.5000 1.8125 0.1900 2 C-)4 DATE: 16-OCT-2006 COLUMNS ARE LISTED FROM BACK SIDEWALL DESIGNED SECTIONS: JOB NO. 532409MBA * S U M M A R Y C 0 L U M N D E S I G N OUTSIDE FLANGE WEB INSIDE FLANGE UNITY DEFLECTION MEMBER LENGTH WIDTH X THICIQI•ESS DEPTH X THICKNESS WIDTH X THICIQTESS CHECK (L XX) ----------------------------- - -- COL 1 17-04-09 W8X18 0.3608 1209 COL 2 18-03-03 W8X18 0.8354 Z 480 COL 3 19-01-15 W8X18 0.7896 472 COL 4 .19-09-05 W8X18 0.3364 1079 CAP CONNECTIONS <------ PLATE -------> <-- BOLTS --> <- STIFFENER -> <----- ACTUAL FORCE (KIPS,FEET) -----> MEMBER WIDTH LENGTH THICK. NO. DIA. THICK. LENGTH SHEAR UPLIFT COMP. MOMENT ------ COL 1 ------- 6.0000 ------- 9.1250 ------ 0.2500 ----- 4 ------ 0.5000 ------ 0.0000 ------- 0.0000 -------- 1.356 -- 2.243 - 2.999 0.000 COL 2 6.0000 9.1250 0.2500 4 0.5000 0.0000 0.0000 3.090 5.609 7.358 0.000 COL 3 6.0000 9.1250 0.2500 4 0.5000 0.0000 0.0000 3.262 4.404 6.165 0.000 COL 4 6.0000 9.1250 0.2500 4 0.5000 0.0000 0.0000 1.141 1.610 2.311 0.000 BASE CONNECTIONS: <------ PLATE -------> <-- BOLTS --> <- STIFFENER -> < ACTUAL FORCE (KIPS,FEET) -----> MEMBER WIDTH LENGTH THICK. NO. DIA. THICK. LENGTH SHEAR UPLIFT COMP. ------- MOMENT ------ COL 1 ------- 10.0000 ------- 8.6250 ------ 0.3750 ----- 4 ------ 0.7500 ------ 0.0000 ------- 0.0000 -------- 0.709 -------- 2.056 3.310 0.000 COL 2 10.0000 8.6250 0.3750 4 0.7500 0.0000 0.0000 1.835 5.413 7.685 0.000 COL 3 10.0000 8.6250 0.3750 4 0.7500 0.0000 0.0000 1.555 4.198 6.508 0.000 COL 4 10.0000 8.6250 0.3750 4 0.7500 0.0000 0.0000 0,664 1.398 2.665 0.000 PAGE 6 4 qs DATE: 16-OCT-2006 JOB NO. 532409MBA BASE REACTIONS: (COLUMNS LISTED FROM BACK SIDEWALL) POSITIVE DIRECTIONS: HORIZONTAL - POSITIVE TO RIGHT, VERTICAL, - POSITIVE UPWARDS, MOMENT - POSITIVE CLOCKWISE AS VIEWED FROM FRONT SIDEWALL LOAD COMBINATION HORIZONTAL, VERTICAL MOMENT MEMBER NAME DESCRIPTION ------------------------------------------- (KIPS) (KIPS) (KIP-FT) COL 1 0001 DL+LL+CL ---------- 0.000 ----------- 3.082 ---------- 0.000 COL 2 0001 DL+LL+CL 0.000 7.519 0.000 COL 3 0001 DL+L,L+CL 0.000 5.981 0.000 COL 4 0001 DL+LL+CL 0.000 2.270 0.000 COL 1 0100 DL+.75(L,L+CLi-WLI+GWS) 0.532 0.647 0.000 COL 2 0100 DL+. 75 (LL+C,T+WL14-GWS) 1.376 1.354 0.000 COL 3 0100 DL+.75(LL+CL+WLI+GWS) 1.166 1.143 0.000 COL 4 0100 DL+.75(LL+CL+WLI+GWS) 0.498 0.543 0.000 COL 1 0104 DL+.75(LL+CL+WLI+GWP) -0.467 0.647 0.000 COL 2 0104 DL+.75(LL+CL+WLI+GWP) -1.249 1.354 0.000 COL 3 0104. DL+.75(LL+CLi-WLI+GWP) -1.055 1.143 0.000 COL 4 0104 DL+.75(LL1-CL+WLl+GWP) -0.426 0.543 0.0`00 COL 1 0108 DL+.75(LL-FCT+WL2+GWS) 0.532 0.647 0.000 COL 2 0108 DL+.75(LL+CL+WL2+GWS) 1.376 1.354 0.000 COL 3 0108 DL+.75(LL+CL+WL2+GWS) 1.166 1.143 0.000 COL 4 0108 DL+.75(LL+CL+WL2+GWS) 0.498 0.543 0.000 COL 1 0109 DL+.75(LL+CL+WR2+GWS) 0.532 3.020 0.000 COL 2 0109 DL+.75(LL+CL+WR2i-GWS) 1.376 7.385 0.000 COL 3 0109 DL+.75(LL+CL+WR2+GWS) 1.166 5.876 0.000 COL 4 0109 DL-F.75(LL+CL+WR2+GWS) 0.498 2.234 0.000 COL 1 0114 DL+.75(LL+CL+WL2+GWP) -0.467 0.647 0.000 COL 2 0114 DL+.75(LL+CL+WL2+GWP) -1.249 1.354 0.000 COL 3 0114 DL+.75(LL+CL+WL2+GWP) -1.055 1.143 0.000 COL 4 0114 DL+.75(LL+CL+W1,2+GWP) -0.426 0.543 0.000 COL 1 0115 DL+.75(LLi-CL+WR2+GWP) -0.467 3.020 0.000 COL 2 0115 DL+.75(LL4-CL+WR2+GWP) -1.249 7.385 0.000 COL 3 0115 DL+.75(LL+CL+WR2+GWP) -1.055 5.876 0.000 COL 4 0115 DL+.75(LL+CL+WR2+GWP) -0.426 2.234 0.000 COL 1 0129 DL+.75(LL+CL-AWL+GWS) 0.532 1.258 0.000 COL 2 0129 DL+.75(LL+CL+WL+GWS) 1.376 2.753 0.000 COL 3 0129 DLi-.75(LL-FCL+WL+GWS) 1.166 2.247 0.000 COL 4 0129 DL+.75(LL+CL+WL+GWS) 0.498 0.985 0.000 COL 1 0130 DL+.75(LL+CL+WR+GWS) 0.532 1.258 0.000 COL 2 0130 DLi-. 75 (LL+CL-FWR-FGWS) 1.376 2.753 0 .000 COL 3 0130 DL+.75(LLd-CL+WR+GWS) 1.166 2.247 0.000 COL 4 0130 DL+.75(LL-FCL+WR+GWS) 0.498 0.985 0.000 COL 1 0135 DL+.75(LL+CL+WL+GWP) -0.467 1.258 0.000 COL 2 0135 DL+.75(LL+CL+WL+GWP) -1.249 2.753 0.000 COL 3 0135 DL+.75(LL+CL+WL+GWP) -1.055 2.247 0.000 COL 4 0135 DL+.75(LL+CL+WL+GWP) -0.426 0.985 0.000 COL 1 0136 DL-F.75(LL;+CL+WR+GWP) -0.467 1.258 0.000 COL 2 07.36 DL+.75(LL+CL+WR+GWP) -1.249 2.753 0.000 COL 3 0136 DL+.75(LL+CL+WR+GWP) -1.055 2.247 0.000 PAGE y4 DATE: 16-OCT-2006 JOB NO. 532409MEA LOAD COMBINATION HORIZONTAL VERTICAL MEMBER NAME DESCRIPTION (KIPS) (KIPS) ------ COL 4 ---- 0136 ----------------- - DL+.75(LL+CL+WR+GWP) ---- -- --------- -0.426 0.985 COL 1 0159 .6DL+WLI+GWS 0.709 -2.056 COL 2 0159 .6DLa-WLI+GWS 1.835 -5.413 COL 3 0159 .6DL+WLl+GWS 1.555 -4.198, COL 4 0159 .6DL+WLI+GWS 0.664 -1.398 COL 1 0160 .6DL+WLI+GWP -0.623 -2.056 COL 2 0160 .6DL1-WLI+GWP -1.665 -5.413 COL 3 0160 .6DL+WLI+GWP -1.406 -4.198 COL 4 0160 .6DL+WLI-+.-GWP. -0.568 -1.398 COL 1 0161 .6DL+WL+GWS 0.709 -1.242 COL 2 0161 .6DL-FWL+GWS 1.835 -3.546 COL 3 0161 .6DL+WL+GWS 1.555 -2.726 COL 4 0161 .6DL+WL+GWS 0.664 -0.808 COL 1 0162 .6DL+WR+GWS 0.709 -1.242 COL 2 0162 .6DL+WR-i-GWS 1.835 -3.546 COL 3 0162 .6DL+WR+GWS 1.555 -2.726 COL 4 0162 .6DL+WR+GWS 0.664 -0.808 COL 1 0163 .61DL+WL+GWP -0.623 -1.242 COL 2 0163 .6DL+WL+GWP -1.665 -3.546 COL 3 0163 .6DL+WL+GWP -1.406 -2.726 COL 4 0163 .6DL+WL+GWP -0.568 -0.808 COL` 1 0164 .6DL+WR+GWP -0.623 -1.242 COL 2 0164 .6DL+WR+GWP -1.665 -3.546 COL 3 0164 .6DL+WR-FGWP -1.406 -2.726 COL 4 0164 .6DL+WR+GWP -0.568 -0.808 COL 1 0165 .6DL+WL2+GWS 0.709 -2.056 COL 2 0165 .6DL+WL2+GWS 1.835 -5.413 COL 3 0163 .6DL+WL2+GWS 1.555 -4.198 COL 4 0165 .6DL+WL2+GWS 0.664 -1.398 COL 1 0166 .6DL+WR2+GWS 0.709 1.108 COL 2 0166 .6DL-FWR2+GWS 1.835 2.629 COL 3 0166 .6DL+WR2-f-GWS 1.555 2.113 COL 4 0166 .6DL+WR2+GWS 0.664 0.857 COL 1 0167 .6DL+WL2+GWP -0.623 -2.056 COL 2 0167 .6DL+WL2+GWP -1.665 -5.413 COL 3 0167 .6DL+WL2+GWP -1.406 -4.198 COL 4 0167 .6DL-FWL2+GWP -0.568 -1.398 COL 1 0168 .6DL+WR2+GWP -0.623 1.108 COL 2 0168 .6DL+WR2-FGWP -1.66.5 2.629 COL 3 0168 .6DL+WR2+GWP -1.406 2.113 COL 4 0168 .6DL+WR2+GWP -0.568 0.857 COL 1 0801 DL+LAl+CL 0.000 3.310 COL 2 0801 DL+LAI-f-CL 0.000 4.905 COL 3 0801 DL+LAI+CL 0.000 3.070 COL 4 0801 DL+L 1+CL 0.000 2.665 COL 1 0802 DL+LA2+CL 0.000 0.705 COL 2 0802 DL+LA2+CL 0.000 4.579 COL 3 0802. DL+LA2+CL 0.000 4.540 COL 4 0802 DL+LA2+CL 0.000 0.373 MOMENT (KIP -FT) 000 000 000 000 000 000 000 000 000 000 000 000 000 000 000 000 000 000 000 000 000 000 000 000 000 000 000 000 000 000 000 000 000 000 000 000 000 000 000 000 000 000 000 000 000 000 000 000 .000 PAGE DATE: 16-OCT-2006 JOB NO. 532409MBA LOAD COMBINATION HORIZONTAL VERTICAL MEMBER NAME DESCRIPTION (KIPS) (KIPS) - COL ---- 1 0803 --- - ---------------------- DL+CL+P01+P02 0.000 3.054 COL 2 0803 DL+CL+PO1+P02 0.000 7.685 COL 3 0803 DL+CL+P01+P02 0.000 4.015 COL 4 0803 DL+CL+PO1-FP02 0.000 0.504 COL 1 0804 DL+CL+P02+P03 0.000 0.733 COL 2 0804 DL+CL+P02+P03 0.000 4.412 COL 3 0804 DL+CL+ P02+P03 0.000 6.508 COL 4 0804 DL+CL+P02+P03 0.000 2.126 MOMENT (KIP -FT) 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 PAGE C2?) DATE: 16-OCT-2006 JOB NO. 532409MBA * S U M M A R Y G I R T D E S I G N GIRTS ARE BY -FRAMED GIRT DEPTH: 8.00 IN (BAYS NUMBERED FROM BACK SIDEWALL) BAY 1 SPACING: 22-3 ELEVATION GA LEFT LAP SPAN RIGHT LAP DEFLECTION -------- ---------------------------------------------- 15-0 16 0-0 21-3 1-2 L/394 OPENING 1 MEMBER LENGTH SECTION DEFLECTION ---------- ----------- ---------------- --------- Header 21-3 N1�"i�'X� —q— A . L/ 740 BAY 2 SPACING: 21-6 ELEVATION GA LEFT LAP SPAN RIGHT LAP DEFLECTION --------- -- ---------------------------------- 15-0 16 1-2 21-6 1-2 L/1186 1-8-6 0-0 is-1^6— k�2C7. L/2476 OPENING 1 MEMBER LENGTH SECTION DEFLECTION ---------- ----------- -------------- -- ---------- Header 21-6 MQ4X-21 4 L/720 BAY 3 SPACING: 15-9 ELEVATION GA LEFT LAP SPAN RIGHT LAP DEFLECTION ----------- --------------------------------------------- 15-0 16 1-2 14-9 0-0 L/1379 18-6 16 .r-zi,t> 14-9 0-0 L/2268 OPENING 1 MEMBER LENGTH SECTION DEFLECTION --------------- ---------r --------------- Header 14-9 4� r� b L/547 PAGE 10 <---- GWS WIND COEFF ----> <- GWP WIND COEFF -> MAX UNITY IN-ERIOR ZONE EDGE STRIP ALL ZONES --------- -- ---- 0.754 0.983 ---------- 1.066 -------------------- 0.893 <---- CWS WIND COEFF ----> <- GWP WIND COEFF -> MAX UNITY I TERIOR ZONE EDGE STRIP ALL ZONES --------------------- 0.562 0.976 ---------- 1.053 -------------------- 0.886 <---- GWS WIND COEFF ----> <- GWP WIND COEFF -> MAX UNITY INTERIOR ZONE EDGE STRIP ALL ZONES -------- --- - --------- 0.653 0.981 f 0.891 0,197 1.023 0.933 <---- GWS WIND COEFF ----> <- GWP WIND COEFF -> MAX UNITY INTERIOR ZONE EDGE STRIP ALL ZONES -------- ----------- ---------- -------------------- 0.579 /__- 0.978 0.888 <---- GWS WIND COEFF ----> <- GWP WIND COEFF -> MAX UNITY INTERIOR ZONE EDGE STRIP ALL ZONES --------------- 0.399 / 1.033 ---------- 1.1-66 ------- ----------- 0.943 0.213 1.033 1.166 0.943 <---- GWS WIND COEFF ----> <- GWP WIND COEFF -> MAX UNITY INTERIOR ZONE EDGE STRIP ALL ZONES --------- 1.025 ----1--.004 ------ 1-.108 ----- -------0-.-914----------- c�9 DATE: 16-OCT-2006 JOB NO. 532409PARAPETCHAN-NEL PAGE I. ---------------------------------------------------------------------------------+----------------------------- ---..i ! KIRBY BUILDING SYSTEMS, INC. ! CUSTOMER NAME ! BUILDER NAME ! P.O. BOX 390 PORTLA2qD, TN 37148 !- CUSTOMER ADDRESS: ! BUILDER ADDRESS -------------------------------------------------------------------------=-------+-------------------/-------------------------i * E R D E S I G N R E P O R T* J A * 2 0 0 1 A I S I * p� SECTION DEPTH: 0-7 -00 SECTION IS DESIGNED SECTIOII TYPE IS HEADER BETWEEN BAYS SECTION LENGTH: 22-03-00 DEFLECTION LIMIT: L/240 SECTION NAB. 8X4X15 ACTUAL DEFLECTION: L/-258 MAXIMUM UNITY CHECK: 0.6212 BRACE POINTS: 2-00-00 4-00-00 6-00-00 8-00-00 10-00-00 12-00-00 14-00-00 16-00-00 18-00-00 20-00-00 * D E F A U L T L O A D I N G LOADING CONDITIONS: NAME DESCRIPTION DEFL. LIMIT -------------- ---------------- L11 WIND CASE 1 L/ 240 L12 WIND CASE 2 L/ 240 LOADING COMBINATIONS: OVERALL DEFLECTION NAME DESCRIPTION FACTOR SEISMIC LIMIT ------------------------------------------------------------------------- 0001 WIND CASE 1 1.00 0002 WIND CASE 2 1.00 NAME CONDITIONS/FACTORS 0001 1.00 Lll 0002 1.00 L12 *************************************** * S P E C I A L A R E A L O A D S MEASUREMENT CONVENTIONS: AREA LOAD LOCATIONS ARE MEASURED POSITIVE UPWARD AND POSITIVE TO THE RIGHT. DEAD, LIVE AND COLLATERAL LOAD MAGNITUDES ARE MEASURED POSITIVE DOWNWARD. WIND LOAD IS POSITIVE FOR PRESSURE. LOAD CONDITION MEMBER L11 HEAD Lll HEAD LOAD LOADING TYPE WIDTH WIND LOAD 1-09-00 WIND LOAD 1-09-00 MAGNITUDE (LBS./SQ.FT.) START END ----------------------- -19.430-19.430 -18.020-18.020 <----- LOCATION -----> START END 0-00-00 6-00-00 6-00-00 20-00-00 DATE: 16-OCT-2006 JOB NO. 532409PARAPETCHANNEL LOAD LOAD LOADING MAGNITUDE (LBS./SQ.FT.) <----- LOCATION -----> CONDITION MEMBER TYPE WIDTH START END START END L12 ------- HEAD - WIND LOAD 1-09-00 - ----- 16.360 16.360 - - 0-00-00 ---------- 20-00-00 L12 HEAD WIND LOAD 1-09-00 23.620 23.620 0-00-00 20-00-00 Lll HEAD WIND LOAD 1-09-00 -16.360-16.360 0-00-00 20-00-00 * D E F L E C T I O N S POSITIVE DIRECTIONS: VERTICAL - POSITIVE UPWARDS LOAD COMBINATION LOCATION VERTICAL NAME MEMB DESCRIPTION DESCRIPTION (INCHES) 0001 HEAD WIND CASE 1 MID -SPAN 0.895 0002 HEAD WIND CASE 2 MID -SPAN -1.033 * S U P P O R T R E A C T I O N S POSITIVE DIRECTIONS: HORIZONTAL - POSITIVE TO RIGHT, VERTICAL - POSITIVE UPWARDS, MOMENT - POSITIVE CLOCKWISE LOAD LOCATION HORIZONTAL VERTICAL MOMENT NAME BAY DESCRIPTION (KIPS) (KIPS) (KIP -FT) ---- 0001 --------------------- HEAD LEFT END ------------------------------ 0.000 -0.675 0.000 0001 HEAD RIGHT END 0.000 -0.543 0.000 0002 HEAD LEFT END 0.000 0.770 0.000 0002 HEAD RIGHT END 0.000 0.629 0.000 * U N I T Y C H E C K S * S U M M A R Y R E P O R T <------- MAX. UCK AT POINT ------> <---- MAX. UCK BETWEEN POINTS ---> UNITY MEMB DIST.(FT) COMB _--- EQN UCK DIST.(FT) COMB EQN UCK CHECK --------- ---- HEAD 0.000 0002 ----------------------- ---- ------ --------- C3.2 0.2257 11.125 0002 C3.1 0.6212 ------- 0.6212 HEAD 11.125 0002 C3.1 0.6212 11.125 0002 C3.1 0.6212 0.6212 HEAD 22.250 0002 C3.2 0.1842 0.1842 - * F 0 R C E S * S U M M A R Y R E P O R T ******************************* PAGE: 2 C9 DATE: 16-OCT-2006 JOB NO. 532409PARAPETCHANNEL PAGE 3 NOTE: POSITIVE AXIAL LOAD CAUSES COMPRESSION IN MEMBER. POSITIVE DIRECTION FOR MOMENT IS CLOCKWISE. <---------------- ALLOWABLE ----------------> ! <---------- ACTUAL ----------> SHEAR AXIAL MOMENT(TOV) MOMENT(BOT) ! SHEAR AXIAL MOMENT MEMBER DIST (FT) ------ --- - COMB ------------- (KIPS)_ (KIPS) (KIP -FT) (KIP -FT) ! (KIPS) (KIPS) (KIP -FT) HEAD 0.000 00.02 3.414 ------------------ -------------- 38.816 8.109 6.827 ! 0.770 --------- 0.000 --------- 0.000 HEAD 11.125 0002 3.414 38.816 6.827 8.109 ! -0.008 0.000 4.241 HEAD 22.250 0002 3.414 38.816 8.109 6.827 ! -0.629 0.000 0.000 * W E I G H T S U M M A R Y PROGRAM ID: 2.2.7ZAC.7ZAC.7ZAC AISI SHAPES--------------------------- 90.126 THEORETICAL 90.126 5% THEO./ACTUAL 4.506 3% DUNNAGE 2.704 --------------------------- TOTAL WEIGHT 97.336 LBS. 41- DATE: 16-OCT-2006 JOB NO. 532409EW PAGE I. ----- ----------------------------------+-------------------------------------- t KIRBY BUILDING SYSTEMS, INC. ! CUSTOMER NAME ! ! BUILDER BUILDER NAME ADDRESS P.O. BOX 390 PORTLAND, IN 37148 ! CUSTOMER ADDRESS: ---------------i. Cz- tb' * Z- B E A M D E S I G N R E P O R T* l7"� * 2 0 0 1 A I S I * ********k******k-k**************************k ✓ G'(/� 9— v-9�` SECTION DEPTH: 0-08-00 Z-BEAM IS DESIGNED BEAM TYPE IS SIMPLE G— lD - Z - TYPE IS GIRT PANEL TYPE IS RIB SLOPE: 0.000/12 EXTENSION LEFT: 0-00-00 EXTENSION RIGHT:0-00-00 LOADING WIDTH: 3-06-00 OVERALL DEFLECTION LIMIT: L/240 BAY SPACINGS: 22-03-00, 21-06-00, 15-09-00 WEB CRIPPLING CHECKS: ** NONE *k DEFLECTION LIMIT OVERRIDES: ** NONE ** PURLIN BRACE OVERRIDES: ** NONE ** * D E F A U L T L 0 AD I N G LOADS: , DEAD LOAD: 0.000 PSF LIVE LOAD: 0.000 PSF WIND LOAD: 18.020 PSF COLLATERAL LOAD: 0.000 PSF LOADING CONDITIONS: NAME DESCRIPTION DEFL. LIMIT ----------------------------------- WL WIND LOAD LOADING COMBINATIONS: NAME DESCRIPTION ---- --------------------------------------------- 0001 WIND OVERALL DEFLECTION FACTOR SEISMIC LIMIT ------------------------ 1.00 s 6 us DATE: 16-OCT-2006 JOB NO. 532409EW PAGE NAME CONDITIONS/FACTORS ---- ---------------------------------------------------------- 0001 1.00 WL * S P E C I A L A R E A L O A D S MEASUREMENT CONVENTIONS: AREA LOAD LOCATIONS ARE MEASURED POSITIVE UPWARD AND POSITIVE TO THE RIGHT. DEAD, LIVE AND COLLATERAL LOAD MAGNITUDES ARE MEASURED POSITIVE DOWNWARD. WIND LOAD IS POSITIVE FOR PRESSURE. LOAD LOAD LOADING MAGNITUDE (LBS./SQ.FT.) <----- LOCATION -----> CONDITION MEMBER TYPE WIDTH START END START END ---------- WL BAY 1 WIND LOAD 3-06-00 ----------------------- -18.020 -18.020 0-00-00 22-03-00 WL BAY 2 WIND LOAD 3-06-00 -18.100 -18.100 0-00-00 0-00-00 21-06-00 15-09-00 WL BAY 3 WIND LOAD 3-06-00 -18.900 -18.900 0-00-00 6-00-00 WL BAY 1 WIND LOAD 3-06-00 -1.410 -1.410 -2.230 9-09-00 1.5-09-00 WL BAY 3 WIND LOAD 3-06-00 -2.230 * D E F L E C T I O N S POSITIVE DIRECTIONS: VERTICAL - POSITIVE UPWARDS LOAD COMBINATION LOCATION VERTICAL DEFLECTIONS (INCHES) NAME BAY DESCRIPTION DESCRIPTION ----------- ACTUAL ALLOWABLE 0001 1 --------------------------------------------- WIND MID -SPAN 0.930 1.112 1.075 0001 2 WIND MID -SPAN 0.949 0.435 0.788 0001 3 WIND MID -SPAN LOAD CONDITION LOCATION VERTICAL DEFLECTIONS (INCHES) NAME BAY DESCRIPTION DESCRIPTION - - _ _ - - _ _ - _ ACTUAL _ _ _ _ _ _ ALLOWABLE _ _ _ _ WL 1 WIND LOAD _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ MID -SPAN C 0.930 1.112 1.075 WL 2 WIND LOAD MID -SPAN MID -SPAN 0.949 0.435 0.788 WL 3 WIND LOAD * S U P P O R T R E A C T I O N S POSITIVE DIRECTIONS: HORIZONTAL - POSITIVE TO RIGHT, VERTICAL - POSITIVE UPWARDS, MOMENT - POSITIVE CLOCKWISE LOAD LOCATION HORIZONTAL VERTICAL MOMENT NAME BAY DESCRIPTION (KIPS) (KIPS) (KIP -FT) -------------------- ---- 0001 ------ --------------- 1 LEFT END ---------- 0.000 -0.727 0.000 c. 1 DATE: 16-OCT-2006 JOB NO. 532409EW LOAD LOCATION HORIZONTAL VERTICAL MOMENT NAME BAY DESCRIPTION (KIPS) (KIPS) (KIP -FT) -------------------- ---- 0001 ------ 1 --------------- RIGHT END ---------- 0.000 -0.706 0.000 0001 2 LEFT END 0.000 -0.681 0.000 0001 2 RIGHT END 0.000 -0.681 0.000 0001 3 LEFT END 0.000 -0.530 0.000 0001 3 RIGHT END 0.000 -0.559 0.000. * D E S I G N E D S E C T I O N S SPAN DEFLECTION BAY (FT) SECTION NAME (L/XX) ----- ---- 1 --------- 22.250 ---------------- ZBX12 287 2 21.500 Z8X13 271 3 15.750 Z8X16 434 * U N I T Y C H E C K S * S U M M A R Y R E P 0 R T <------- MAX. UCK AT POINT ------> <---- MAX. UCK BETWEEN POINTS ---> BAY DIST.(FT) COMB EQN UCK DIST.(FT) COMB EQN ---- ------ --- UCK 1 0.000 0001 ------ C3.2 ----------------- 0.0625 11.125 0001 C3.1 0.8961 1 11.125 0001 C3.1 0.8961 11.125 0001 C3.1 0.8961 1 22.250 0001 C3.2 0.0606 2 0.000 0001 C3.2 0.0924 10.750 0001 C3.1 0.981-0 2 10.750 0001 C3.1 0.9910 10.750 0001 C3.1 0.9810 2 21.500 0001 C3.2 0.0924 3 0.000 0001 C3.2 0.2361 7.875 0001 C3.1 0.9268 3 7.875 0001 C3.1 0.9268 7.875 0001 C3.1 0.9268 3 15.750 0001 C3.2 0.2490 * F O R C E S * S U M M A R Y R E P O R T NOTE UNITY CHECK 0.8961 0.8961 0.0606 0.9810 0.9810 0.0924 0.9268 .0.9268 0.2490 POSITIVE AXIAL LOAD CAUSES COMPRESSION IN MEMBER. POSITIVE .DIRECTION FOR MOMENT IS CLOCKWISE PAGE -11 V DATE: 16-OCT-2006 BAY DIST (FT) 1 0.000 1 11.125 1 22.250 2 0.000 2 10.750 2 21.500 3 0.000 3 7,875 3 15.750 JOB NO. 532409EW <- --------- ALLOWABLE ----------------> ! <---------- ACTUAL ----------> MOMENT SHEAR SHEAR AXIAL MOMENT(TOP) MOMEAiT(BOT) ! ! SHEAR (KIPS) AXIAL (KIPS) (KIP -FT) COMB (KIPS) (KIPS) (KIP -FT) (KIP -FT) ------------------ --- - ----- ---- 0001 ---- ------ 11.637 ---------------------------- 45.778 8.810 8.810 ! -0.727 0.000 0.000 0.000 -3.947 0001 11.637 45.778 8.810 4.405 1 8.810 0.004 ! 0.706 0.000 0.000 0001 11.637 45.778 8.810 ! 0001 7.373 38.599 7.462 7.462 1 -0.681 0.000 0.000 0.000 0.000 -3.660 0001 7.373 38.599 7.462 3.731 7.462 7.462 ! ! 0.681 0.000 0.000 0001 7.373 38.599 ! 0001 2.244 26.051 4.954 4.578 !-0.530-, 0.000 0.000 0.000 -2.121 0001 2.244 26.051 4.954 2.289 4.954 4.578 ! -0.009 ! 0.559 0.000 0.000 0001 2.244 26.051 * W E I G H T S U M M A R Y PROGRAM ID: 2.2.7ZAC.7ZAC.7ZAC AISI SHAPES 235.709 THEORETICAL 235,709 M- THZO./ACTUAL 11.785 36 DUNNAGE 7.07� --------------------------- TOTAL WEIGHT 254.566 LBS. PACK; 4 (tG DATE: 16-OCT-2006 JOB NO. 532409MBA, PAGE 1 +------------------------------------+-------------------,---------------------+----------------------------------------------+ ! KIRBY BUILDING SYSTEMS, INC. ! CUSTOMER NAME : UPSALA BUISNESS LOT 3 ! BUILDER NAME SUNSPAN STRUCTURES ! ! P.O. BOX 390 PORTLAND, TN 37148 ! CUSTOMER ADDRESS: SANFORD, FL. ! BUILDER ADDRESS LONGWOOD, FL. ! +------------------------------+----------- -------------------------------------------------------- L E F T E N D W A L L B R A C I N G D E S I G N R E P O R T ************************************************************************** A'25 (o-/vu& GOVERNING LOAD CODE: 20C _ r[ij l �. Building Code w( Ze00 Ci DESIGN LOADS INFORMATION: Designed As Enclosed Structure Occupancy Category: II Wind: Basic Load: 16.07 PSF Speed: 1-10 MPH Exposure: B I-w: 1.00 Edge Strip Width: 5-11-06 Kl: NA K2: NA K3: NA Kzt: 1.00 Site Class: D Seismic Design Category: A Analysis Procedure - Equivalent Lateral Force Procedure Lateral Structural System: Not Specifically Detailed For Seismic Resistance BRACING TYPE: Cable BRACED BAYS : 2 T� r , APPLIED SIDEWATL LOAD 0.079 KIPS From Seismic_ KIPS From Wind DIAPHRAGM CAPACITY 0.000 KIPS For Seismic 0.000 KIPS For Wind DIAPHRAGM SHEAR STRESS: 0.000 PLF For Seismic 0.000 PLF For Wind ***** NOTE: Applied. Seismic Load is Amplified by Overstrength Factor (2.50) PROVIDE BRACING 0.250 In. Diameter Cable In Bay 2 (Horiz. Load: KIPS Vert. Load: ��r8'fi2"KIPS) (Brace Force: .ZC3-8- KIPS Brace Allow: 3.325 KIPS) I ✓. 21 L-- 1 C. ` 2•z Le blUu- O1Ug It a ('91 DATE: 16-OCT-2006 JOB NO. 532409MBA PAGE 1 +------------------------------+------------------------------------+------------------------------------� ! KIRBY BUILDING SYSTEMS, INC. ! CUSTOMER NAME : UPSALA BUISNESS LOT 3 ! BUILDER NAME SUNSPAN STRUCTURES ! ! P.O. BOX 390 PORTLAND, TN 371_48 ! CUSTOMER ADDRESS: SANFORD, FL. ! BUILDER ADDRESS LONGWOOD, FL. ! ------------------------------------- F-------------------------------------------- i-------------------------------------f * R I G H T E N D W A L L D E S I G N R E P O R T GOVERNING LOAD CODE: 2 0.04 u r a-' Building Code DESIGN LOADS INFORMATION: Designed As Enclosed Structure Dead: 2.00 PSF Collateral: 3.00 PSF Occupancy Category: II Live: 20.00 PSF with Tributary Reduction. Minimum Live Load: 12.00 Wind: Basic Load: 18.45 PSF Speed: 110 MPH Exposure: B Iw: 1.00 Edge Strip Width: 5-11-06 Kl: NA K2: NA K3: NA Kzt.: 1.00 AISI Edition: 2001 DESIGN END BAY SIZE: 14-10-08 COLUMN SPACINGS FROM FRONT SIDEWALL: 15-09-00 21-06-00 22-03-00 FRONT EAVE HEIGHT: 20-7.1-12 ROOF SLOPE: 0.500/1_2 DEFLECTION DEFAULTS: GIRTS L/168 RAFTERS COLUMNS L/168 DEFLECTION LIMIT OVERRIDES: ** NONE ** BACK EAVE HEIGHT: 18-06-00 FRAMED OPENINGS: t� -00-00 21-06-00 WIDE X 10-00-00 HIGH IN BAY 2 AT 0-00-00 22-03-00 WIDE X 10-00-00 HIGH IN BAY 3 AT 0-00-00 LOADING CONDITIONS: NAME DESCRIPTION ---- -------------------- SWT Self Weight DL Dead Load LL Live Load CL Collateral Load WLl Wind Uplift l GWS Girt Wind Suction GWP Girt Wind Pressure WL Long. Wind L-->R WR Long. Wind R-->L COLUMN DEFL. LIMIT RAFTER DEFL. LIMIT ------------------------------------ L/ 168 L/ 168 L/ 150 (_Cu DATE: 16-OCT-2006 JOB NO. 532409MBA PAGE LOADING CONDITIONS: NAME DESCRIPTION COLUMN DEFL. LIMIT RAFTER DEFL. LIMIT WL2 Wind Left 2 WR2 Wind Right 2 LA1 Live Load Alt. 1 LA2 Live Load Alt. 2 P01 Live Pattern P01 P02 Live Pattern P02 P03 Live Pattern P03 LOADING COMBINATIONS: OVERALL DEFLECTION LIMIT NAME DESCRIPTION FACTOR HORIZ. V11IT. ---- 0001 ----------------------- DLd-LL-FCL ---- - 1.00 0100 DL1-.75(LL+CL+WLI+GWS) 1.00 01-04 DL+.75(LL+CL+WL1+GWP) 1.00 0108 DL+.75(LL+CL+WL2+GWS) 1.00 0109 DL+.75(LL+CL+WR2+GWS) 1.00 0114 DL+.75(LL+CL+WL2+GWP) 1.00 0115 DL+.75(LL+CL+WR2+GWP) 1.00 0129 DL+.75(LI,+CL+WL+GWS) 1.00 0130 DLd-.75(LL+CL+WR+GWS) 1.00 0135 DL+.75(LL+CL,+WL+GWP) 1.00 0136 DL+.75(LL+CL+WR+GWP) 1.00 0159 .6DL+WLI+GWS 1.00 0160 .6DL+WLI+GWP 1.00 0161 .6DL+WL+GWS 1.00 0162 .6DL+WR+GWS 1.00 0163 . 6DL+WLA-GWP 1.00 0164 .6DL+WR+GWP 1.00 0165 .6DL+WL2+GWS 1.00 0166 .6DL+WR2+GWS 1.00 0167 . 6DL-FWL2d-GWP 1.00 0168 .6DL+WR2+GWP 1.00 0801 DL+LAl-FCL 1.00 0802 DL+LA2+CL 1.00 0803 DLd-CL+P01+P02 1.00 0804 DL+CL+P02+P03 1.00 NAME CONDITIONS/FACTORS ---- 0001 ------------------ 1.00 SWT 1.00 DL 1.00 ---- LL 1.00 CL 0100 1.00 SWT 1.00 DL 0.75 LL 0.75 CL 0.75 WL1 0.75 GWS 0104 1.00 SWT 1.00 DL 0.75 LL 0.75 CL 0.75 WL1 0.75 GWP 0108 1.00 SWT 1.00 DL 0.75 LL 0.75 CL 0.75 GWS 0.75 WL2 0109 1.00 SWT 1.00 DL 0.75 LL 0.75 CL 0.75 GWS 0.75 WR2 0114 1.00 SWT 1.00 DL 0.75 LL 0.75 CL 0.75 GWP 0.75 WL2 0115 1.00 SWT 1.00 DL 0.75 LL 0.75 CL 0.75 GWP 0.75 WR2 0129 1.00 SWT 1.00 DL 0.75 LL 0.75 CL 0.75 GWS 0.75 WL &q DATE: 16-OCT-2006 NAME CONDITIONS/FACTORS JOB NO. 532409MBA PAGE 0130 1.00 SWT 1.00 DL 0.75 LL 0.75 CL 0.75 GWS 0.75 WR 0135 1.00 SWT 1.00 DL 0.75 LL 0.75 CL 0.75 GWP 0.75 WL 0136 1.00 SWT 1.00 DL 0.75 LL 0.75 CL 0.75 GWP 0.75 WR 0159 0.60 SWT 0.60 DL 1.00 WL1 1.00 GWS 0160 0.60 SWT 0.60 DL 1.00 WL1 1.00 GWP 0161 0.60 SWT 0.60 DL 1.00 GWS 1.00 WL 0162 0.60 SWT 0.60 DL 1.00 GWS 1.00 WR 0163 0.60 SWT 0.60 DL 1.00 GWP 1.00 WL 0164 0.60 SWT 0.60 DL 1.00 GWP 1.00 WR 0165 0.60 SWT 0.60 DL 1.00 GWS 1.00 WL2 0166 0.60 SWT 0.60 DL 1.00 GWS 1.00 WR2 0167 0.60 SWT 0.60 DL 1.00 GWP 1.00 WL2 0168 0.60 SWT 0.60 DL 1.00 GWP 1.00 WR2 0801 1.00 SWT 1.00 DL 1.00 CL 1.00 LA1 0802 1.00 SWT 1.00 DL 1.00 CL 1.00 LA2 0803 1.00 SWT 1.00 DL 1.00 CL 1.00 P01 1.00 P02 0804 1.00 SWT 1.00 DL 1.00 CL 1.00 P02 1.00 P03 AREA LOADS: MEASUREMENT CONVENTIONS: AREA LOAD LOCATIONS ARE MEASURED POSITIVE UPWARD AND POSITIVE TO THE RIGHT. DEAD,LIVE AND COLLATERAL LOAD MAGNITUDES ARE MEASURED POSITIVE DOWNWARD. WIND LOAD IS POSITIVE FOR PRESSURE. LOAD LOAD LOADING MAGNITUDE (LBS./SQ.FT.) <----- LOCATION > CONDITION MEMBER TYPE WIDTH START END START ---- END --------- DL ------ RAFTER --------- DEAD LOAD --------- 14-10-08 ------------------ 2.000 2.000 ---------- 0-00-00 59-06-10 LA1 RAFTER LIVE LOAD 14-10-08 19.31-4 19.314 43-09-00 59-06-00 LA1 RAFTER LIVE LOAD 14-10-08 19.314 19.314 0-00-00 22-03-00 LA2 RAFTER LIVE LOAD 14-10-08 19.314 19.314 22-03-00 43-09-00 LL RAFTER LIVE LOAD 14-10-08 19.314 19.314 0-00-00 59-06-10 POl RAFTER LIVE LOAD 14-10-08 19.314 19.314 0-00-00 22-03-00 P02 RAFTER LIVE LOAD 14-10-08 19.314 19.314 22-03-00 43-09-00 P03 RAFTER. LIVE LOAD 14-10-08 19.314 19.314 43-09-00 59-06-00 WL RAFTER WIND LOAD 14-10-08 -15.183 -15.1_83 0-00-00 59-06-10 WL1 RAFTER WIND LOAD 8-11-02 -23.611 -23.611 53-06-10 59-06-00 WL1 RAFTER WIND LOAD 8-I1-02 -23.611 -23.611 0-00-00 5-11-06 WL1 RAFTER WIND LOAD 8-11-02 -19.922 -19.922 5-11-06 53-06-10 WL1 RAFTER WIND LOAD 5-11-06 -23.611 -23.611 53-06-10 59-06-00 WL]_ RAFTER WIND LOAD 5-11-06 -23.611 -23.611 0-00-00 5-11-06 WL1 RAFTER WIND LOAD 5-11-06 -23.611 -23.611 5-11-06 53-06-10 WL2 RAFTER WIND LOAD 5-11-06 -23.611 -23.611 5-11-06 53-06-10 WL2 RAFTER WIND LOAD 5-I1-06 -23.611 -2.3.611 53-06-10 59-06-00 WL2 RAFTER WIND LOAD 5-11-06 -23.611 -23.611 0-00-00 5-11-06 WL2 RAFTER WIND LOAD 8-11-02 -23.611 -23.611 0-00-00 5-11-06 WL2 RAFTER WIND LOAD 8-11-02 -23.611 -23.611 53-06-10 59-06-00 WL2 RAFTER WIND LOAD 8-11-02 -19.922 -19.922 5-11-06 53-06-10 WR RAFTER WIND LOAD 14-10-08 -15.183 -15.183 0-00-00 59-06-10 WR2 RAFTER WIND LOAD 14-10-08 7.010 7.010 0-00-00 59-06-00 DATE: 16-OCT-2006 JOB NO. 532409MBA PAGE 4 LOAD LOAD LOADING MAGNITUDE (LBS./SQ.FT.) <----- LOCATION > CONDITION MEMBER TYPE WIDTH START END START END ------------- CL RAFTER --------- COLLATERAL --------- 14-10-08 --------------- 3.000 --- 3.000 -- 0-00-00 - ---------- 59-06-10 SPECIAL CONCENTRATED LOADS: MEASUREMENT CONVENTIONS: SPACE LOADS - LOCAT_I.ONS ARE MEASURED POSITIVE UPWARD AND POSITIVE TO THE RIGHT. CONCENTRATED LOAD MAGNITUDES ARE POSITIVE TOWARD THE RIGHT, POSITIVE DOWNWARD, AND POSITIVE CLOCKWISE FOR MOMENTS, AS VIEWED FROM BACK SIDEWALL. LOAD HORIZONTAL VERTICAL MOMENT <----- LOCATION -----> CONDITION MEMBER --------------- TYPE (KIPS) (KIPS) (KIP -FT) HORIZONTAL VERTICAL GWS BACK CORNER ------------- SPACE LOAD ---------- -1.084 -------- 0.000 -------- 0.000 ---------- 0-00-00 ---------- i0-00-00 GWS BACK CORNER SPACE LOAD -0.463 0.000 0.000 0-00-00 15-00-00 GWS BACK CORNER SPACE LOAD -0.262 0.000 0.000 0-00-00 18-06-00 GWS WIND COLUMN 1 SPACE LOAD -2.491 0.000 0.000 0-00-00 10-00-00 GWS WIND COLUMN 1 SPACE LOAD -1.554 0.000 0.000 0-00-00 15-00-00 GWS WIND COLUMN 1 SPACE LOAD -0.723 0.000 0.000 0-00-00 18-06-00 GWS WIND COLUMN 2 SPACE LOAD -1.455 0.000 0.000 0-00-00 10-00-00 GWS WIND COLUMN 2 SPACE LOAD -1.816 0.000 0.000 0-00-00 15-00-00 GWS FRONT CORNER SPACE LOAD -1-482 0.000 0.000 0-00-00 10-00-00 GWS FRONT CORNER SPACE LOAD -0.576 0.000 0.000 0-00-00 15-00-00 GWP BACK CORNER SPACE LOAD 0.933 0.000 0.000 0-00-00 10-00-00 GWP BACK CORNER SPACE LOAD 0.385 0.000 0.000 0-00-00 15-00-00 GWP BACK CORNER SPACE LOAD 0.219 0.000 0.000 0-00-00 18-06-00 GWP WIND COLUMN 1 SPACE LOAD 2.253 0.000 0.000 0-00-00 10-00-00 GWP WIND COLUMN 1 SPACE LOAD 1.405 0.000 0.000 0-00-00 15-00-00 GWP WIND COLUMN 1 SPACE LOAD 0.654 0.000 0.000 0-00-00 18-06-00 GWP WIND COLUMN 2 SPACE LOAD 1.321 0.000 0.000 0-00-00 1L-00-00 GWP WIND COLUMN 2 SPACE LOAD 1.646 0.000 0.000 0-00-00 15-00-00 GWP FRONT CORNER SPACE LOAD 1.303 0.000 0.000 0-00-00 10-00-00 GWP FRONT CORNER SPACE LOAD 0.501 0.000 0.000 0-00-00 15-00-00 * G I R T L O A D I N G LOADING CONDITIONS: NAME DESCRIPTION DEFL. LIMIT ----------------- GWS Girt Wind Suction ----------- GWP Girt Wind Pressure MCS Mem Con Wind Suct MCP Mem Con Wind Pres R � J a, DATE: 16-OCT-2006 JOB NO. 532409MBA PAGE 5 LOADING COMBINATIONS: OVERALL DEFL. NAME DESCRIPTION FACTOR LIMIT ---------------- ----- ------- ------ 0003 WL --> Suction 1.00 0004 WL --> Pressure 1.00 NAME CONDITIONS/FACTORS -------- -- - ------------ --------------------------- ---- 0003 1.00 GWS I.00 MCS 0004 1.00 GWP 1.00 MCP * S U M M A R Y R A F T E R D E S I G N RAFTERS ARE NUMBERED FROM FRONT SIDEWALL DESIGNED SECTIONS UNITY DEFLECTION MEMBER LENGTH LIBRARY SHAPE CHECK /XX) ------------------------- FR 1 39-00-01 WIOX12 0.9726 567 FR 2 18-06-09 WlOX12 0.7841 -375 ***** NOTE: RAFTER GREATER THAN 8-1/4 IN. DEEP. FLANGE BRACES ARE REQUIRED AT ALL PURLIN LOCATIONS WITHIN 6 FT. OF COLUMN. **** MOMENT/SHEAR CONNECTIONS: < ----- OUTSIDE ------------> <---- INSIDE ---- > SHIP. PIECE END <------ PLATE ------> BOLT CON. NO. STIFF. <--- MOMENTS ---> CON. NO. STIFF. <--- MOMENTS ---> MEMBER NUMBER NO. LENGTH WIDTH THICK. DIA. TYPE BOLTS THICK. DESIGN ACTUAL TYPE BOLTS THICK. DESIGN ACTUAL - - ----- - - -- -- ------ ---- ----- ------ - - 1- ----- -------------- FR 1 2 9.870 5.0000 0.3750 0.5000 C 2 0.0000 10.458 7.362 C 2 0.0000 10.458 5.264 ******************************* * W E B S T I F F E N E R S RIGHT ENDWALL <- SHIPPED PIECE -> <--------------- WEB STIFFENER --------------> LENGTH WIDTH THICK. MEMBER NUMBER LENGTH LOCATION (IN) (IN) (IN) SIDES ------ ------------------------------------ ------ ----- FR 1 39-00-01 0-00-03 9.4375 1.8125 0.1900 2 14-09-06 9.4375 1.8125 0.1900 2 DATE: 16-OCT-2006 <- SHIPPED PIECE -> MEMBER NUMBER LENGTH FR 2 18-06-09 JOB NO. 532409MEA < ---------- WEB STIFFENER -------> LENGTH WIDTH THICK. LOCATION (IDT) (IN) (IN) SIDES 36-03-09 9.4375 1.8125 0.1900 2 18-06-12 9.4375 1.8125 0.1900 2 * S U M M A R Y C 0 L U M N D E S I G N COLUMNS ARE LISTED FROM FRONT SIDEWALL DESIGNED SECTIONS: OUTSIDE FLANGE WEB INSIDE FLANGE UNITY DEFLECTION MEMBER LENGTH ------ WIDTH .X THICKNESS DEPTH X THICKNESS WIDTH X THICKNESS CHECK (L/XX) COL 1 19-08-05 --- ----- ------ -------- W8X18 ------- 0.3357 ---------- 1092 COL 2 19-00-15 W8X18 0.7870 / 480 COL 3 18-02-03 W8X18 0.8335 488 COL 4 17-03-09 W8X18 0.3597 1230 CAP CONNECTIONS: <------ PLATE -------> <-- BOLTS --> <- STIFFENER -> < ---`-- ACTUAL FORCE (KIPS,FEET) > MEMBER ------ WIDTH LENGTH THICK. NO. DIA. THICK. LENGTH SHEAR UPLIFT COMP. MOMENT COL 1 ------- 6.0000 ------- 9.1250 ------ 0.2500 ----- 4 ------ 0.5000 ------ 0.0000 ------- 0.0000 -------- 1.149 -------- 2.067 -------- -------- 2.932 0.000 COL 2 6.0000 9.1250 0.2500 4 0.5000 0.0000 0.0000 3.229 5.648 7.821 0.000 COL 3 6.0000 9.1250 0.2500 4 0.5000 0.0000 0.0000 3.091 7.190 9.338 0.000 COL 4 6.0000 9.1250 0.2500 4 0.5000 0.0000 0.0000 1.356 2.945 3.805 0.000 BASE CONNECTIONS: <------ PLATE -------> <-- BOLTS --> <- STIFFENER -> <- --- ACTUAL FORCE (KIPS,FEET) > MEMBER WIDTH LENGTH THICK. NO. DIA. THICK. LENGTH SHEAR UPLIFT COMP. MOMENT COL 1 10.0000 - 8.6250 0.3750 ----- 4 0.7500 ------ 0.0000 ------- 0.0000 -------- 0.659 -------- 1.856 -------- --- 3.284 0.000 COL 2 10.0000 8.6250 0.3750 4 0.7500 0.0000 0.0000 1.539 5.444 8.162 0.000 COL 3 10.0000 8.6250 0.3750 4 0.7500 0.0000 0.0000 1.785 6.995 9.664 0.000 COL 4 10.0000 8.6250 0.3750 4 0.7500 0.0000 0.0000 0.701 2.759 4.115 0.000 PAGE 6 q� DATE: 16-OCT-2006 JOB NO. 532409MBA BASE REACTIONS: (COLUMNS LISTED FROM BACK SIDEWALL) POSITIVE DIRECTIONS: HORIZONTAL - POSITIVE TO RIGHT, VERTICAL - POSITIVE UPWARDS, MOMENT - POSITIVE CLOCKWISE AS VIEWED FROM BACK SIDEWALL LOAD COMBINATION HORIZONTAL VERTICAL MOMENT MEMBER NAME DESCRIPTION ----------- (KIPS) (KIPS) (KIP -FT) COL 1 0001 ------------ DL+LL1-CL ---------- 0.000 -- --- 3.827 ---------- 0,000 COL 2 0001 DLFLL+CL 0.000 9.454 0.000 COL 3 0001 DL+LL+C.L 0.000 7.498 0.000 COL 4 0001 DL+LL+M 0.000 2.786 0.000 COL 1 0100 DL+.75(TL+CL+WLI+GWS) 0.526 0,663 0.000 COL 2 0100 DL+.75(LL+CL+WLI+GWS) 1.339 1.575 0.000 COL 3 0100 DL+.75(LL+CL+WLI+GWS) 1.154 1.312 0.000 COL 4 0100 DL+.75(LL+CL+WLI+GWS) 0.495 0.575 0.000 COL 1 0104 DL+.75(LL+CL+WLI+GWP) -0.462 0.663 0.000 COL 2 07-04 DL+.75(LL+CL+WLI+GWP) -1.215 1.575 0.000 COL 3 0104 DL+.75(LL+CL+WLI+GWP) -1.044 1.312 0.000 COL 4 0104 DL+.75(LL+CL+WLI+GWP) -0,423 0.575 0.000 COL _l 0108 DL+.75(LL+CL+WL2--GWS) 0.526 0.663 0.000 COL 2 0108 DL-F.75(LL+CL+WL2+GWS) 1.339 1.575 0.000 COL 3 0108 DL-F.75(LL+CL+WL2+GWS) 1.154 1.312 0.000 COL 4 0108 DL+.75(LL+CL+WL2+GWS) 0.495 0.575 0.000 COL 1 0109 DL+.75(LL+CL+WR2+GWS) 0.526 3.779 0.000 COL 2 0109 DL+.75(LL+CL+WR2+GWS) 1.339 9.340 0.000 COL 3 0109 DL+.75(LL+CL+WR2+GWS) 1.154 7.409 0.000 COL 4 0109 DL+.75(LL+CL+WR2+GWS) 0,495 2,747 0.000 COL 1 0114 DL-F.75(LL-FCL+WL2+GWP) -0.462 0.663 0.000 COL 2 0114 DL+.75(LL+CL+WL2+GWP) -1.215 1.575 0.000 COL 3 0114 DL+.75(LL+CL+WL2+GWP) -1.044 1,312 0,000 COL 4 0114 DL+.75(LL+CL+WL2+GWP) -0.423 0.575 0.000 COL 1 0115 DL+.75(LL+CL+WR2+GWP) -0.462 3.779 0.000 COL 2 0115 DL+.75(LL+CL+WR2+GWP) -1.215 9.340 0.000 COL 3 0115 DL+.75(LL+CL+WR2+GWP) -1.044 7.409 0,000 COL 4 0115 DL+.75(LL+CL+WR2+GWP) -0.423 2.747 0.000 COL 1 0129 DL+.75(LL+CL+WL+GWS) 0.526 1.449 0.000 COL 2 0129 DL+.75(LL+CL+WL+GWS) 1.339 3.284 0.000 COL 3 0129 DL+.75(LL+CL+WL+GWS) 1.154 2.663 0.000 COL 4 0129 DL+.75(LL+CL+WL+GWS) 0.495 1.139 0.000 COL 1 0130 DL+.75(LL+CL+WR+GWS) 0.526 1.449 0.000 COL 2 0130 DL+.75(LL-FCL+WR+GWS) 1.339 3.284 0.000 COL 3 0130 DL+.75(LL+CL+WR+GWS) 1.154 2.663 0.000 COL 4 0130 DL+.75(LL+CL+WRd-GWS) 0.495 1.139 0.000 COL 1 0135 DL-F.75(LL+CL+WL+GWP) -0.462 1,449 0.000 COL 2 0135 DL+.75(LL+CL+WL+GWP) -1.215 3.284 0.000 COL 3 0135 DL+.75(LL+CL+WL+GWP) -1.044 2.663 0.000 COL 4 0135 DL+.75(LL-FCL+WL+GWP) -0.423 1.139 0.000 COL 1 0136 DL+.75(LL+CL+WR+GWP) -0.462 1.449 0.000, COL 2 0136 DL+.75(LL+CL+WR+GWP) -1.215 3,284 0.000 COL 3 0136 DL+.75(LL+CL+WR+GWP) -1.044 2.663 0.000 PAGE DATE: 16-OCT-2006 JOB NO. 532409MBA LOAD COMBINATION HORIZONTAL VERTICAL MEMBER NAME DESCRIPTION (KIPS) (KIPS) ------ COL 4 ---- 0136 -------------------------------------- DL+.75(LL+CL+WR+GWP) ------ --- -0.423 -- 1.139 COL 1 0159 .6DL+WLI+GWS 0.701 -2.759 COL 2 0159 .6DL+WLI+.GWS 1.785 -6.995 COL 3 0159 .6DL+WLI+GWS 1.539 -5,444 COL 4 0159 .61)L+WL1-FGWS 0.659 -1.856 COL 1 0160 .6DL+WLI+GWP -0.616 -2.759 COL 2 0160 .6DL+WLI+GWP -1.620 -6.995 COL 3 0160 .6DL+WLI+GWP -1.392 -5.444 COL 4 0160 .6DL+WLI+GWP -0.564 -1.856 COL 1 0161 .6DL+WL+GWS 0.701 -1.710 COL 2 0161 .6DL+WL+GWS 1.785, -4.716 COL 3 0161 .6DL+WL+GWS 1.539 -3.642 COL 4 0161 .6DL+WL+GWS 0.659 -1.105 COL 1 0162 .6DL+WR+GWS 0.701 -1.710 COL 2 0162 .6DL+WR+GWS 1.785 -4.71-6 COL 3 0162 .6DL+WRd-GWS 1.539 -3.642 COL 4 0162 .6DL+WR+GWS 0.659 -1.105 COL 1 0163 .6DL+WL+GWP -0.616 -1.710 COL 2 0163 .6DL+WL+GWP -1.620 -4.716 COL 3 0163 .6DL,+WL4-GWP -1.392 -3.642. COL 4 0163 .6DL+WL+GWP -0.564 -1.105 COL 1 0164 .6DL+WR+GWP -0.616 -1.710 COL 2 0164 .6DL+WR+GWP -1.620 -4.716 COL 3 0164 .6DL+WR+GWP -1.392 -3.642 COL 4 0164 .6DL+WR+GWP -0.564 -1.105 COL 1 0165 .6DL+WL2+GWS 0.701 -2.759 COL 2 0165 .6DL+WL2-FGWS 1.785 -6.995 COL 3 0165 .6DL+WL2+GWS 1.539 -5.444 COL 4 0165 .6DL+WL2-FGWS 0.659 -1.856 COL 1 0166 .6DL+WR2+GWS 0.701 1.396 COL 2 0166 .6DL+WR2+GWS 1.785 3.360 COL 3 0166 .6DL+WR2+GWS 1.539 2.686 COL 4 0166 .61DL+WR2+GWS 0.659 1.040 COL 1 0167 .6DL+WL2-i-GWP -0.616 -2.759 COL 2 0167 .6DL+WL2f-GWP -1.620 -6.995 COL 3 0167 .6DL+WL2+GWP -1.392 -5.444 COL 4 0167 .6DL+WL2+GWP -0.564 -1.856 COL 1 0168 .6DL+WR2+GWP -0.616 1.396 COL 2 0168 .6DL+WR2+GWP -1.620 3.360 COL 3 0168 .6DL+WR2+GWP -1.392 2.686 COL 4 0168 .6DL--WR2+GWP -0.564 1.040 COL 1 0801 DL+LAI+CL 0.000 4.115 COL 2 0801 DL+LAI+CL 0.000 6.152 COL 3 0801 DL+LAl+CL 0.000 3.821 COL 4 0801 DL-FLAI+CL 0.000 3.284 COL 1 0802 DL+LP.2+CL 0.000 0.825 COL 2 0802 DL+LA2+CL 0.000 5.741 COL 3 0802 DL+LA2+CL 0.000 5.677 COL 4 0802 DL+LA2+CL 0.000 0.389 MOMENT (KIP-F'T) 000 000 000 000 000 000 000 000 000 000 000 000 000 000 000 000 000 000 000 000 000 000 000 000 000 000 000 000 000 000 000 000 000 000 000 000 000 000 000 000 000 000 000 000 000 000 000 000 000 PACE er i -75 DATE: 16-OCT-2006 JOB NO LOAD COMBINATION MEMBER NAME DESCRIPTION ------ ---- --------------------------------------------- COL 1 0803 DL-FCL+P01 i-P02 COL 2 0803 DL-FCL+P01+P02 COL 3 0803 DL+CL-FP01+P02 COL 4 0803 DL+CL+POI-FP02 COL 1 0804 DL+CL+P02+P03 COL 2 0804 DL+CL+P02+P03 COL 3 0804 DL+CL+P02+P03 COL 4 0804 DLA-CL+P02+P03 532409MBA HORIZONTAL VERTICAL MOMENT (KIPS) (KIPS) (KIP-FT) ---------- 0.000 ---------- 3.792 ----------- 0.000 0.000 9.664 0.000 0.000 5.014 0.000 0.000 0.555 0.000 0.000 0.860 0.000 0.000 5.531 0.000 0.000 8.162 0.000 0.000 2.604 0.000 PAGE to DATE: 16-OCT-2006 GIRTS ARE BY -FRAMED GIRT DEPTH: (BAYS NUMBERED FROM FRONT SIDEWALL) BAY 1 SPACING: 1_5-9 ELEVATION GA LEFT LAP SPAN -------- -- -------------- 15-0 16 0-0 14-9 18-6 16 0-0 1.4-9 OPENING 1 JOB NO. 5324:09MBA * S U M M A R Y G I R T D E S I G N 8.00 IN RIGHT LAP DEFLECTION --------------------- 1-2 L/1385 1---2- 0 L / 19 81 MEMBER LENGTH SECTION DEFLECTION ---------- Header ------ 14-9 ---------------- ---------- L/547 BAY 2 SPACING: 21-6 ELEVATION GA ----------- LEFT LAP. SPAN RIGHT LAP DEFLECTION -- 15-0 16 -- --- 1-2 ----------- 21-6 1-2 L/1174 18-6 0-0 L/5270 OPENING 1 MEMBER LENGTH SECTION ---------- ----------- ---------------- Header 21- 6 BAY 3 SPACING: 22-3 ELEVATION GA LEFT LAP SPAN RIGHT LAP ------------- -------------- 15-0 16 1-2 21-3 0-0 I b-(x I Z 7) Z7 OPENING 1 MEMBER LENGTH SECTION --- ----------------- ---------------- Header 21-3 Ldc2 9, L PAGE 10 <---- GWS WIND COEFF ----> <- GWP WIND COEFF -> MAX UNITY INTERIOR ZONE EDGE STRIP ALL ZONES --------- 0.400 ------------- / 1.033 ---------- 1.166 -------------------- 0.943 0.222 1.033 1.166 0.943 <---- GWS WIND COEFF ----> <- GWP WIND COEFF -> MAX UNITY INTERIOR ZONE EDGE STRIP ALL ZONES - - 1.025 -- 1.004 ---- ---------- 1.108 -------------------- 0.914 '-- - GWS WIND COEFF ----> <- CWP WIND COEFF -> MAX UNITY I'NTERIOR ZONE EDGE STRIP ALL ZONES 0.648 .1/ 0.981 0.891 0.173 1.042 0.952 <---- GWS WIND COEFF ----> <- GWP WIND COEFF -> DEFLECTION MAX UNITY INTERIOR ZONE EDGE STRIP ALL ZONES ---------- L/720 --------- 0.579 ------------- 0.978 ---------- -------------------- 0.888 <---- GWS WIND COEFF ----> <- GWP WIND COEFF -> DEFLECTION MAX UNITY INTERIOR ZONE EDGE STRIP ALL ZONES ---------- --------- --- ----- -------------------- L/400 0.745 0.983 1.066 0.893 <---- GWS WIND COEFF ----> <- GWP WIND COEFF -> DEFLECTION MAX UNITY INTERIOR ZONE EDGE STRIP ALL ZONES ---------- L/740 --------- 0.562 ------ 0.976 -- ------- 1.053 0.886 t ", 0 ,. ,41� 11 DATE: 16-OCT-2006 JOB NO. 532409PARAPETCHANNEL PAGE 1 ---------------+-------------------------------------------+ ! KIRBY BUILDING SYSTEMS, INC. ! CUSTOMER NAME BUILDER NAME ! ! P.O. BOX 390 PORTLA+ND, TN 37148 ! CUSTOMER ADDRESS: ! BUILDER ADDRESS +------------------------------+-- -----------------------------------+--------------------- -----------------+ * J A M B/ H E A D E R D E S I G N R E P O R T* a * 2 0 0 1 A I S I i �� SECTION DEPTH: 0-0�8-00 SECTION IS DESIGNED SECTION TYPE IS HEADER BETWEEN BAYS (�`�J SECTION LENGTH: 22-0.3-00 DEFLECTION LIMIT: L/240 SECTION NAME: SC8X4X15 ACTUAL DEFLECTION: L/-258 MAXIMUM UNIT`i CHECK: 0.6212 BRACE POINTS: 2-00-00 4-00-00 6-00-00 8-00-00 10-00-00 12-00-00 14-00-00 16-00-00 18-00-00 20-00-00 ********************************* * D E F A U L T L O A D I N G LOADING CONDITIONS: NAME DESCRIPTION DEFL. LIMIT ------------------------ Lll WIND CASE 1 ----------- L/ 240 L12 WIND CASE 2 L/ 240 LOADING COMBINATIONS:. OVERALL DEFLECTION NAME DESCRIPTION FACTOR SEISMIC LIMIT - ------------------------ 0001 WIND CASE 1 ---------- 1.00 0002 WIND CASE 2 1.00 NAME CONDITIONS/FACTORS 0001 1.00 Lll 0002 1.00 L12 *************************************** * S P E C I A L A R E A L O A D S MEASUREMENT CONVENTIONS: AREA LOAD LOCATIONS ARE MEASURED POSITIVE UPWARD AND POSITIVE TO THE RIGHT. DEAD, LIVE AND COLLATERAL LOAD MAGNITUDES ARE MEASURED POSITIVE DOWNWARD. WIND LOAD IS POSITIVE FOR PRESSURE. LOAD LOAD LOADING MAGNITUDE (LBS./SQ.FT.) <----- LOCATION -----> CONDITION MEMBER TYPE WIDTH START END START END --------- ---------- --------- Lll -- ----- HEAD --------- WIND LOAD --------- 1-09-00 ------------------ -19.430 -19.430 0-00-00 6-00-00 Lll HEAD WIND LOAD 1-09-00 -18.020 -18.020 6-00-00 20-00-00 -1� DATE: 7.6-OCT-2006 JOB NO. 532409PARAPETCHANNEL LOAD LOAD LOADING MAGNITUDE (LBS./SQ.FT.) <----- LOCATION -----> CONDITION MEMBER TYPE WIDTH START END START END ------------------------------ L12 HEAD WIND LOAD ------------------------------------------ 1-09-00 16.360 16.360 ---------- 0-00-00 20-00-00, L12 HEAD WIND LOAD 1-09-00 23.620 23.620 0-00-00 20-00-00 Lll HEAD WIND LOAD 1-09-00-16.360-16.360 0-00-00 20-00-00 ************************* * D E F L E C T I O N S *' ************************* POSITIVE DIRECTIONS: VERTICAL - POSITIVE UPWARDS LOAD COMBINATION LOCATION VERTICAL NAME MEMB DESCRIPTION DESCRIPTION (INCHES) 0001 HEAD WIND CASE 1 MID -SPAN 0.895 0002 HEAD WIND CASE 2 MID -SPAN -1.033 ************************************* * S U P P O R T R E A C T I O N S ************************************* POSITIVE DIRECTIONS: HORIZONTAL - POSITIVE TO RIGHT, VERTICAL - POSITIVE UPWARDS, MOMENT - POSITIVE CLOCKWISE LOAD LOCATION HORIZONTAL VERTICAL MOMENT NAME BAY DESCRIPTION (KIPS) (KIPS) (KIP -FT) ---- --------------------- 0001 HEAD LEFT END ---------- 0.000 ------------ -0.675 0.000 0001 HEAD RIGHT END 0.000 -0.543 0.000 0002 HEAD LEFT END 0.000 0.770 0.000 0002 HEAD RIGHT END 0.000 0.629 0.000 ******************************* * U N I T Y C H E C K S * S U M M A R Y R E P O R T ******************************* <------- MAX. UCK AT POINT ------> <---- MAX. UCK BETWEEN POINTS ---> UNITY MEMB DIST.(FT) COMB EQN UCK DIST.(FT) COMB EQN UCK CHECK ------------- ---- HEAD 0.000 0002 -------------- C3.2 --------- ---- ------ --------- 0.2257 11.125 0002 C3.1 0.6212 ------- 0.6212 HEAD 11.125 0002 C3.1 0.6212 11.125 0002 C3.1 0.6212 0.6212 HEAD 22.250 0002 C3.2 0.1842 0.1842 ******************************* * F 0 R C E S * S U M M A R Y R E P O R T ******************************* PAGE 2 E I AL -19 DATE: 16-OCT-2006 JOB NO. 532409PARAPETCHANNEL PAGE 3 NOTE: POSITIVE AXIAL LOAD CAUSES COMPRESSION IN MEMBER. POSITIVE DIRECTION FOR MOMENT IS CLOCKWISE. < -------- ALLOWABLE ----------------> ! <---------- ACTUAL ----------> SHEAR AXIAL MOMENT(TOP) MOMENT(BOT) ! SHEAR AXIAL MOMENT MEMBER DIST (FT) COMB (KIPS) (KIPS) (KIP -FT) (KIP -FT) ! (KIPS) (KIPS) (KIP -FT) ------ HEAD --------- 0.000 ---- 0002 --------- 3.414 ----------------- ---- - --------- 38.816 8.109 6.827 ! 0.770 --------- 0.000 --------- 0.000 HEAD 11.125 0002 3.414 38.816 6.82.7 8.109 ! -0.008 0.000 4.241 HEAD 22.250 0002 3.414 38.816 8.109 6.827 1 -0.629 0.000 0.000 ******************************* * W E I G H T S U M M A R Y ******************************* PROGRAM ID: 2.2.7ZAC.7ZAC.7ZAC AISI SHAPES 90.126 --------------------------- THEORETICAL 90.126 5o THEO./ACTUAL 4.506 3% DUNNAGE 2.704 --------------------------- TOTAL WEIGHT 97.336 LBS. &u DATE: 16-OCT-2006 JOB NO. 532409EW PAGE 1 +------------------------------------+------------------------------+-------------------------------------------+ ! KIRBY BUILDING SYSTEMS, INC. ! CUSTOMER NAME BUILDER NAME ! ! P.O. BOX 390 PORTLAND, TN 37148 ! CUSTOMER ADDRESS: ! BUILDER ADDRESS ! ------------------------------------+-------------------- -------------------+------ - --+ * Z- B E A M D E S I G N R E P O R T* * 2 0 0 1 A I S I SECTION DEPTH: 0-08-00 Z - TYPE IS GIRT EXTENSION LEFT: 0-00-00 LOADING WIDTH: 3-06-00 BAY SPACINGS: 22-03-00, WEB CRIPPLING CHECKS: ** NONE ** DEFLECTION LIMIT OVERRIDES: ** NONE ** PURLIN BRACE OVERRIDES: ** NONE ** Z-BEAM IS DESIGNED BEAM TYPE IS SIMPLE PANEL TYPE IS RIB SLOPE: 0.000/12 EXTENSION RIGHT: 0- 0 0- 0 0 OVERALL DEFLECTION LIMIT: L/240 27_-06-00, 15-09-00 * D E F A U L T L O A D I N G LOADS: DEAD LOAD: 0.000 PSF LIVE LOAD: 0.000 PSF WIND LOAD: 18.020 PSF COLLATERAL, LOAD: 0.000 PSF LOADING CONDITI-ONS : NAME DESCRIPTION DEFL. LIMIT --------------------- ------------- WL WIND LOAD LOADING COMBINATIONS: NAME DESCRIPTION ---- --------------------------------------------- 0001 WIND OVERALL DEFLECTION FACTOR SEISMIC LIMIT ------------------------ 1.00 tl " R qw t. "' 4 bl DATE: 16-OCT-2006 JOB NO. 532409EW PAGE 2 NAME CONDITIONS/FACTORS '- 0001 1.00 WL * S P E C I A L A P E A L 0 A D S MEASUREMENT CONVENTIONS: AREA LOAD LOCATIONS ARE MEASURED POSITIVE UPWARD AND POSITIVE TO THE RIGHT. DEAD, LIVE AND COLLATERAL LOAD MAGNITUDES ARE MEASURED POSITIVE DOWNWARD. WIND LOAD IS POSITIVE FOR PRESSURE. LOAD LOAD LOADING MAGNITUDE (LBS./SQ.FT.) <----- LOCATION -----> CONDITION MEMBER TYPE WIDTH START END START END - --------- WL - BAY 1 --------- WIND LOAD --- 3-06-00 ----------------------- -18.020-18.020 ---------- 0-00-00 ----- 22-03-00 WL BAY 2 WIND LOAD 3-06-00 -18.100-18.100 0-00-00 21-06-00 WL BAY 3 WIND LOAD 3-06-00 -18.900-18.900 0-00-00 15-09-00 WL BAY 1 WIND LOAD 3-06-00 -1.410 -1.410 0-00-00 6-00-00 WL BAY 3 WIND LOAD 3-06-00 -2.230 -2.230 9-09-00 15-09-00 D E F L E C T I O N S ************************* POSITIVE DIRECTIONS: VERTICAL - POSITIVE UPWARDS LOAD COPBINATION LOCATION VERTICAL DEFLECTIONS (INCHES) NAME BAY DESCRIPTION DESCR_I_PTION ACTUAL ALLOWABLE - ---- 0001 --- 1 ------------------------------------ WIND ----------- MID -SPAN ---------- 0.930 1.112 0001 2 WIND MID -SPAN 0.949 1.075 0001 3 WIND MID -SPAN 0.435 0.788 LOAD CONDITION LOCATION VERTICAL DEFLECTIONS (INCHES) NAME BAY DESCRIPTION DESCRIPTION ACTUAL ALLOWABLE ---- WL ---- 1 -------------------------- WIND LOAD ------------------ MID -SPAN ----- 0.930 1.112 WL 2 WIND LOAD MID -SPAN 0.949 1.075 WL 3 WIND LOAD MID -SPAN 0.435 0.788 * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * S U P P O R T P. E A C T I O N S POSITIVE DIRECTIONS: HORIZONTAL - POSITIVE TO RIGHT, VERTICAL - POSITIVE UPWARDS, MOMENT - POSITIVE CLOCKWISE LOAD LOCATION HORIZONTAL VERTICAL MOMENT NAME BAY DESCRIPTION (KIPS) (KIPS) (KIP - FT) ---------- ---- 0001 ----- --------------- 1 LEFT END ---------- ----- 0.000 -0.727 0.000 qti DATE: 16-OCT-2006 JOB NO. 532409EW LOAD LOCATION HORIZONTAL VERTICAL MOMENT NAME BAY DESCRIPTION (KIPS) (KIPS) (KIP -FT) ---- 0001 ------ 1 --------------- RIGHT END ---------- 0.000 -------------------- -0.706 0.000 0001 2 LEFT END 0.000 -0.681 0.000 0001 2 RIGHT END 0.000 -0.687_ 0.000 0001 3 LEFT END 0.000 -0.530 0.000 0001 3 RIGHT END 0.000 -0.559 0.000 * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * D E S I G N E D S E C T I O N S SPAN DEFLECTION BAY (FT) SECTION NAME (L/XX) ---- 1 --------- 22,250 ---------------- ZBX12 ---------- 287 2 21.500 Z8X13 277_ 3 15.750 Z8X16 434 * U N I T Y C H E C K S * S U M M A R Y R E P O R T <------- MAX..UCK AT POINT ------> <---- MAX. UCK BETWEEN POINTS ---> UNITY BAY DIST.(FT) COMB EQN UCK DIST.(FT) COMB EQN UCK CHECK ---- 1 --------- 0.000 ---- 0001 ------------- C3.2 --------- 0.0625 11.125 ---- --------------- 0001 C3.1 0.8961 ------- 0.8961 1 11.125 0001 C3.1 0.8961 11.125 0001 C3.1 0.8961 0.8961 1 22.250 0001 C3.2 0.0606 0.0606 2 0.000 0001 C3.2 0.0924 10.750 0001 C3.1 0.9810 0.9810 2 10.750 0001 C3.1 0.9810 10.750 0001 C3.1 0.9810 0.9810 2 21.500 0001 C3.2 0.0924 0.0924 3 0.000 0001 C3.2 0.2361 7.875 0001 C3.1 0.9266 0.9268 3 7.875 0001 C3.1 0.9268 7.875 0007_ C3.1 0.9268 0.92.68 3 15.750 0001 C3.2 0.2490 0.2490 * F 0 R C E S * S U M M A R Y R E P O R T NOTE: POSITIVE AXIAL LOAD CAUSES COMPRESSION IN MEMBER. POSITIVE DIRECTION FOR MOMENT IS CLOCKWISE. PAGE 3 o" lb 1\ DATE: 16-OCT-2006 JOB NO. 532409EW <---------------- ALLOWABLE ----------------> SHEAR AXIAL MOMENT(TOP) MOMENT(BOT) BAY DIST (FT) COMB (KIPS) (KIPS) (KIP -FT) (KIP -FT) ------------ 1 0.000 ---- 0001 --------- 11.637 --------- 45.778 --------- 8.810 - --- 8.87.0 1 11.125 0001 11.637 45.778 8.810 4.405 1 2.2.250 0001 11.637 45.778 8.810 8.810 2 0.000 0001 7.373 38.599 7.462 7.462 2 10.750 0001 7.373 38.599 7.462 3.731 2 21.500 0001 7.373 38.599 7.462 7.462 3 0.000 0001 2.244 26.0.57_ 4.954 4.578 3 7.875 0001 2.244 26.051 4.954 2.289 3 15.750 0001 2.244 26.051 4.954 4.578 * W E I G H T S U M M A R Y PROGRAM ID: 2.2.7ZAC.7ZAC.7ZAC AISI SHAPES 235,709 --------------------------- THEORETICAL 235.709 5% THEO./ACTUAL 11.785 3% DUNNAGE 7.071 --------------------------- TOTAL WEIGHT 254.566 LBS. <---------- ACTUAL ----------> SHEAR AXIAL MOMENT ! (KIPS) --------- (KIPS) (KIP -FT) - --------- ! -0.727 0.000 --- 0.000 0.004 0.000 -3.947 ! 0.706 0.000 0.000 ! -0.681 0.000 0.000 ! 0.000 0.000 -3.660 ! 0.681 0.000 0.000 -0.530_ 0.000 0.000 ! -0.009 0.000 -2.121 ! 0.559 0.000 0.000 U 7 PAGE 4 0 DATE: 16-OCT-2006 JOB NO. 532409MEA PAGE 1 ------------------------------------- ----------------------------------------------------------------------------- -----+ ! KIRBY BUILDING SYSTEMS, INC. ! CUSTOMER NAME UPSALA BUISNESS LOT 3 ! BUILDER NAME SUNSPAN STRUCTURES ! ! P.O. BOX 390 PORTLAND, TN 371-48 ! CUSTOMER ADDRESS: SANFORD, FL. ! BUILDER ADDRESS LONGWOOD, FL. ! +------------------------------i---------------------------------------------+----------------------------------------i• * R I G H T E N D W A L L B R A C I N G D E S I G 1`7 R E P O R T CO -t GOVERNING LOAD CODE: 2004 Building Code w� �� �+ S`r►� �- l J DESIGN LOADS INFORMATION: Designed As Enclosed Structure Occupancy Category: II ✓ .00, Wind: Basic Load: 16.07 PSF Speed: 110 MPH Exposure: B Iw: 1.00 Edge Strip Width: 5-11-06 Kl: NA K2: NA K3: NA Kzt: 1.00 Site Class: D Seismic Design Cate cry: A Analysis Procedure - Equivalent Lateral Force Procedure Lateral Structural System: Not Specifically Detailed For Seismic Resistance BRACING TYPE: Cable BRACED BAYS : 2 7, APPLIED SIDEWALL LOAD 0.096 KIPS From Seismic KIPS From Wind DIAPHRAGM CAPACITY" 0.000 KIPS For Seismic 0.000 KIPS For Wind DIAPHRAGM SHEAR STRESS: 0.000 PLF For Seismic 0.000 PLF For Wind ***** NOTE: Applied Seismic Load is Amplified by Overstrength Factor (2.50) PROVIDE BRACING 0.313 In. Diameter Cable In Bay 2 (Horiz. Load (Brace Force 3 ez,t?7 2.4 KIPS Vert. Load: KIPS) KIPS Brace Allow: 5.600 KIPS) ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs EnergyGaugeFlaCom v1.22 FORM 40OB-2001 Component Performance Method for Commercial Buildings Jurisdiction: SANFORD, SEMINOLE COUNTY, FL (691500) Short Desc: Lot 3 Upsala Project: Lot 3 Upsala Business Park Owner: Marie T. Figueiredo & Robert Maksimowicz Address: 201 Specialty Point 1cr City: Sanford State: FL PermitNo: Zip: 32771 Storeys: 1 Type: Office (Business) Class: New Finished building GrossArea: 6000 Net Area: 4160 Max Tonnage: 5 (if different, write in) Compliance Summary Component Design Criteria Result ENVELOPE 119.07 172.20 PASSES Other Envelope Requirements - B PASSES LIGHTING POWER 9,200.00 9,327.64 PASSES LIGHTING CONTROLS PASSES EXTERNAL LIGHTING PASSES HVAC SYSTEM PASSES PLANT PASSES WATER HEATING SYSTEMS PASSES PIPING SYSTEMS PASSES Met all required compliance from Check List? Yes/No/NA IMPORTANT NOTE: An input report Print -Out from EnergyGauge FlaCom of this design building must be submitted along with this Compliance Report. PUNS REVIEWED CM OF SANFORD 9/11/2006 EnergyGauge FiaCom FLCCSB v1.22 COMPLIANCE CERTIFICATION: I hereby certify, that the plans and specifications covered by this calculation are in compliance with the Florida Energy Efficiency Code. PREPARED BY: Donald R. Collins DATE: I hereby certify that this building is in compliance with the Florida Energy Efficiency Code. OWNER AGENT: Marie T. Figueiredr► & Rob DATE: Review of the plans and specifications covered by this calculation indicates compliance with the Florida Energy Code. Before construction is completed, this building will be inspected for compliance in accordance with Section 553.908, F.S. BUILDING OFFICIAL: DATE: If required by Florida law, I hereby certify (') that the system design is in compliance with the Florida Energy Code. ARCHITECT: ELECTRICAL SYSTEM DESIGNER: LIGHTING SYSTEM DESIGNER: MECHANICAL SYSTEM DESIGNER: PLUMBING SYSTEM DESIGNER: R. H. Wilson & Associates REGISTRATION No. 9710 (') Signature is required where Florida Law requires design to be performed by registered design professionals. Typed names and registration numbers may be used where all relevant information is contained on sioned/sealed cans. Project: Lot 3 Upsala Title: Lot 3 Upsala Business Park Type: Otiice (Business) Location: SANFORD, SEMINOLE COUNTY, FL (691500) (WEA File: Orland Envelope Compliance Zone Design Load Criteria Heating Cooling Heating Cooling Offices (CONDITIONED) Warehouse (UNCONDITIONED) 0.00 -7.17 119.07 -20.24 151.96 28.47 -23.17 68.68 Total Loads: Design=119.071 Criteria=172.196 PASSES —� 9/11/2006 EnergyGauge FlaCom FLCCSB v1.22 2 Project: Lot 3 Upsala Title: Lot 3 Upsala Business Park Type: Office (Business) Location: SANFORD, SEMINOLE COUNTY, FL (691500) (WEA File: Orland Other Envelope Requirements Item Zone Description Design Limit Meet Req. Offices % Skylight - Max % Limit 0.00 6.70 Yes Ceiling Offices Exterior Roof - Max Uo Limit 0.04 0.07 Yes Metal Bldg. Warehouse Exterior Roof - Max Uo Limit 0.05 0.19 Yes Meets Other Envelope Requirements External Lighting Compliance Description Category Allowance Area or Length ELPA CLP (W/Unit) or No. of Units (W) (W) (Sgft or ft) None Project: Lot 3 Upsala Title: Lot 3 Upsala Business Park Type: Office (Business) Location: SANFORD, SEMINOLE COUNTY, FL (691500) (WEA File: Orland Lighting Power Compliance Space Ashrae Description Area Height No. of AF Design ID (sq.ft) (ft) Spaces (W) Offices 26 Offices (Partitions>4.5 ft 4,160 9.0 1 1.00 8560 below ceiling) Enclosed offices, all open plan offices without partitions Warehouse 47 Storage & Warehouse - Material Handling 9200 (W) 9200 (W) ee: 9327.641 (W) Effective Allowance (W) (W) 8560 7,488 1,840 16.0 1 1.00 640 640 1,840 PASSES II 9/11/2006 EnergyGauge FlaCom FLCCSB v1.22 3 Project: Lot 3 Upsala Title: Lot 3 Upsala Business Park Type: Office (Business) Location: SANFORD, SEMINOLE COUNTY, FL (691500) (WEA File: Orland Lighting Controls Compliance Acronym Ashrae Description . Area No. of Design Min Compli- ID (sq.ft) Tasks CP CP ance Offices 26 Offices (Partitions>4.5 ft below 4,160 13 14 14 PASSES ceiling) Enclosed offices, all open plan offices without partitions Warehouse 47 Storage & Warehouse - Material 1,840 1 2 2 PASSES Handling PASSES Project: Lot 3 Upsala Title: Lot 3 Upsala Business Park Type: Office (Business) Location: SANFORD, SEMINOLE COUNTY, FL (691500) (WEA File: Orland System Report Compliance 5 Ton System 1-3 Constant Volume Air Cooled No. of Units Split System < 65000 Btu/hr 1 Component Category Capacity Design Eff Design IPLV Comp- Eff Criteria IPLV Criteria liance Cooling System Air Cooled < 65000 Btu/h 13.00 10.00 8.00 PASSES Cooling Capacity Heating System Electric Furnace 1.00 1.00 PASSES Air Handling Air Handler (Supply) - 0.80 0.80 PASSES System -Supply Constant Volume PASSES-, Plant Compliance Description Installed Size Design Min Design Min Category Comp No Eff Eff IPLV IPLV liance None 9/11/2006 EnergyGauge FlaCom FLCCSB v1.22 Project: Lot 3 Upsala Title: Lot 3 Upsala Business Park Type: Office (Business) Location: SANFORD, SEMINOLE COUNTY, FL (691500) (WEA File: Orland Water Neater Compliance Description Type Category Design Min Design Max Comp Eff Eff Loss Loss liance Water Heater 1 Storage Water Heater - <=120 [gal] & <= 0.87 0.87 PASSES Electric 12 [kW] PASSES Piping System Compliance Category Pipe Dia Is Operating Ins Cond Ins Req Ins Compliance [inches] Runout? Temp [Btu-in/hr Thick [in] Thick [in] [F] .SF.F] �— None 9/11/2006 EnergyGauge F1aCom FLCCSB v1.22 Project: Lot 3 Upsala Title: Lot 3 Upsala Business Park Type: Office (Business) Location: SANFOR Other Required Compliance Category Section Requirement (write N/A in box if not applicable) Check Infiltration 406.1 Infiltration Criteria have been met System 407.1 HVAC Load sizing has been performed Ventilation 409.1 Ventilation criteria have been met ADS 410.1 Duct sizing and Design have been performed El T & B 410.1 Testing and Balancing will be performed Electrical 413.1 Metering criteria have been met Motors 414.1 Motor efficiency criteria have been met Lighting 415.1 Lighting criteria have been met O & M 102.1 Operation/maintenance manual will be provided to owner Roof/Ceil 404.1 R-19 for Roof Deck with supply plenums beneath it Report 101 Input Report Print -Out from EnergyGauge F1aCom attached? 9/11/2006 EnergyGauge F1aCom FLCCSB v1.22 6 ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs EnergyGauge FlaCom vl.22 INPUT DATA REPORT Proiect Information Project Name: Lot 3 Upsala Orientation: East Project Title: Lot 3 Upsala Business Park Building Type: Office (Business) Address: 201 Specialty Point Building Classification: New Finished building State: FL No.of Storeys: l Zip: 32771 GrossArea: 6000 Owner: Marie T. Figueiredo &Robert Males ZOI1eS No Acronym Description Type Load Profile Area Multiplier Total Area [sn [sfl 1 Offices Zone 1 CONDITIONED Uses Building Load 4159.8 1 4159.8 Profile 2 Warehouse Warehouse UNCONDITIONED Uses Building Load 1840.0 1 1840.0 ❑ Profile 9/11/2006 EnergyGauge FlaCom FLCCSB v1.22 Spaces No Acronym Description Type Depth Width Height Multi Total Area Total Volume IN [ft] [ft] plier [sf] [cf] In Zone: Offices 1 Offices Zo0Sp1 Offices (Partitions>4.5 ft 60.00 69.33 9.00 1 4159.8 37438.2 EJ below ceiling) Enclosed offices, all open plan offices without partitions In Zone: Warehouse 1 Warehouse Warehouse. Storage & Warehouse - 46.00 40.00 16.00 1 1840.0 29440.0 El Material Handling Lighting No Type Power Control Type No.of [W] Ctrl pts In Zone: Offices In Space: Offices 1 Recessed Fluorescent - No vent 8560.00 Manual On/Off 14 In Zone: Warehouse In Space: Warehouse 1 Compact Fluorescent 640.00 Manual On/Off 2 Walls No Description Type Width H (Effec) Multi Area DirectionConductance Heat Dens. R-Value [ft] [ft] piier [sf) [Btu/hr. sL F] Capacity [ib/cf] [hsEFBtu] [Btu/sEF] In Zone: Offices 1 PrOZol Wal 5/8" stucco 100.00 9.00 /8"CMU/3/4"ISO 1 900.0 West 0.2067 5.7314 34.65 4.84 ❑ BTWN24"oc/.5" Gyp 9/11/2006 EnergyGauge FlaCom FLCCSB v1.22 2 Exterior 5/8" stucco 60.00 9.00 1 540.0 South 0.2067 5.7314 34.65 4.84 /8"CMU/3/4"ISO BTWN24"oc/.5" Gyp 3 PrOZoIWa3 5/8" stucco 53.00 9.00 1 477.0 SouthEast 0.2067 5.7314 34.65 4.84 /8"CMU/3/4"ISO BTWN24"oc/.5" Gyp 4 PrOZoIWa4 8"CMU/3/4"ISO 50.00 10.00 1 500.0 NorthEast 0.2642 9.6960 62.72 3.79 BTWN24"oc/5/8 Gyp 5 Interior N 3 5/8" Metal Studs 40.00 9.00 1 360.0 North 0.0800 12.50 1/2" Gyp. Bd. RI I Insulation 6 Interior E 3 5/8" Metal Studs 46.00 9.00 1 414.0 North 0.0800 12.50 1/2 " Gyp. Bd. R 11 Insulation In Zone: Warehouse 1 Exterior E 0.75 in. stucco, 46.50 16.00 1 744.0 East 0.0838 11.2245 50.24 11.94 2"styro,8"CMU,1 x2 x24"oc,airspace, 2 Exterior N 5/8" stucco 40.00 16.00 1 640.0 North 0.2067 5.7314 34.65 4.84 /8"CMU/3/4"ISO BTWN24"oc/.5" Gyp 3 Interior S 3 5/8" Metal Studs 40.00 16.00 1 640.0 North 0.0800 12.50 1/2" Gyp. Bd. RI I Insulation 4 PrOZo3Wa4 3 518" Metal Studs 46.00 16.00 1 736.0 North 0.0800 12.50 1/2" Gyp. Bd. RI Insulation Windows No Description Type Shaded UCen SC Vis.Tr [Btu/hr sf F] 9/11/2006 EnergyGauge FlaCom FLCCSB v1.22 W H (Effec) Multi Total Area IN [ft] plier [s f] 3 In Zone: Offices In Wall: Exterior E 1 PrOZo1 Wa3WiI SINGLE REF A No 0.8415 0.23 0.08 4.00 4.00 3 48.0 EJ CLEAR-L In Wall: Exterior S I PrOZol Wa2Wi1 SINGLE REF A No 0.8415 0.23 0.08 4.00 4.00 1 16.0 CLEAR-L In Wall: Exterior W I 4'x4' Fixed Glass SINGLE REF A Yes 0.8415 0.23 0.08 4.00 5.00 7 140.0 CLEA -L 2 Storefront SINGLE REF B Yes 0.8785 0.26 0.05 10.33 7.33 1 75.7 El TINT -I, Doors No Description Type Shaded? Width H (Effec) Multi Area Cond. Dens. Heat Cap. R-Value [ft] [ft] plier [sf] [Btu/hr. sL F] [lb/cf] [Btu/sL F] [h.sf.F/Btu] In Zone: Offices In Wall: Exterior E 1 H. Metal Door Paper Honeycomb No 3.00 6.67 1 20.0 1.0687 0.00 0.00 0.94 (� core In Wall: Exterior N I H. Metal Door - Paper Honeycomb No 3.00 6.67 1 20.0 1.0687 0.00 0.00 0.94 core In Wall: Interior N 1 Flush Solid Core Solid core flush No 3.00 6.67 1 20.0 0.5834 0.00 0.00 1.71 In Wall: Interior E 1 Pr0Zo1Wa6Dr1 Solid core flush No 3.00 . 6.67 1 20.0 0.5834 0.00 0.00 1.71 In Zone: Warehouse In Wall: Extrerior E I PrOZo3 Wa 1 Dr2 Paper Honeycomb No 3.00 6.67 1 20.0 1.0687 0.00 0.00 0.94 [-1 core 2 Overhead Doors Metal No 12.00 12.00 1 144.0 0.0957 16.80 0.76 10.45 siding/RI IBatt/0.5 "Gyp In Wall: Interior W 1 PrOZo3Wa4Drl Paper Honeycomb No 3.00 6.67 1 20.0 1.0687 0.00 0.00 0.94 core 9/11/2006 EnergyGauge Fla!pom FLCCSB v1.22 Roofs No Description Type Width H (Effec) Multi Area Tilt Cond. Heat Cap Dens. R-Value [ft] [ft] plier [sf] [deg] [Btu/hr. SE F] [Btu/sf. F] [lb/cf] [h.sf.F/Btu] In Zone: Offices 1 Ceiling Acoustical Ceiling w/ R19 60.00 84.50 1 5070.0 0.00 0.0459 0.94 8.40 21.79 ❑ In Zone: Warehouse I PrOZo3Rfl Mtl Bldg Roof/R-19 Batt 40.00 46.50 1 1860.0 0.00 0.0492 1.34 9.49 20.34 ❑ S9cyloghts No Description Type UCen Shading Vis.Trans W H (Effec) Multiplier Area Total Area [Btu/hr sf F] Coeff IN IN [sf] ]sf] In Zone: In Roof: Floors No Description Type Width H (Effec) Multi Area Cond. Heat Cap. Dens. R-Value IN [ft] plier [sf] [Btu/hr. sf. F] [Btu/sf. F] [ib/cf] [h.sf.FBtu] In Zone: Offices 1 PrOZolFl1 Concrete floor, carpet and rubber 60.00 84.50 1 5070.0 0.5987 9.33 140.00 1.67 ❑ pad In Zone: Warehouse 1 Pr0Zo3F11 Concrete Floor 40.00 46.50 1 1860.0 0.0800 12.50 ❑ Systems 9/11/2006 EnergyGauge FlaCom FLCCSB v1.22 5 Ton System 1-3 Constant Volume Air Cooled Split No. Of Units 1 System < 65000 Btu/hr Component Category Capacity Efficiency IPLV 1 Cooling System (Air Cooled < 65000 Btu/h Cooling Capacity) 2 Heating System (Electric Furnace) 3 Air Handling System -Supply (Air Handler (Supply) - Constant Volume) 60000.00 60000.00 1500.00 13.00 8.00 1.00 0.80 ❑ Plant Equipment Category Size Inst.No Eff. IPLV Water Heaters W-Heater Description Capacit Cap.Unit UP Rt. Efficienc Loss 1 Storage Water Heater - Electric 50 Gal 5 [kW] 0.8700 [EF] [%/hr Ext-Lighting Description Categories. Area/Len/No. of units (sUft/No] Wattage [W] Piping No Type Operating Insulation Temperature Conductivity [F] ( Btu-in/h.sf.F] Nomonal pipe Diameter [in] Insulation Is Runout? Thickness [in] 9/11/2006 EnergyGauge Flwpom FLCCSB v1.22 Fenestration Used Name Glass Type No. of Glass SC VLT Frame Frame Panes Conductance Conductance Absorptance [Btu/b.sLFI [Btu/h.sLF] ApLbWnd3 SINGLE REF A 1 0.8415 0.2300 0.0800 0.4340 0.7000 ❑ CLEAR-L ApLbWnd4 SINGLE REF B 1 0.8785 0.2600 0.0500 0.4340 0.7000 ❑ TINT-L Materials Used Mat No Acronym Description Only R-Value Used RValue [h.sLFBtu] Thickness [it] Conductivity [Btu/h.fLF] Density [lb/cf] SpecificHeat []Rtu/lb.F] 18 Mat118 2 in. Wood No 2.3857 0.1670 0.0700 37.00 0.3900 0 264 Mat1264 ALUMINUM, I/16IN No 0.0002 0.0050 26.0000 480.00 0.1000 ❑ 214 Mat1214 POLYSTYRENE, EXP., No 5.2100 0.1042 0.0200 1.80 0.2900 ❑ 1-1/41N, 187 Mat1187 GYP OR PLAS No 0.4533 0.0417 0.0920 50.00 0.2000 0 BOARD,1/21N 206 Mat1206 CELLULOSE,FILL,5.51N,R- No 20.8318 0.4583 0.0220 3.00 0.3300 ❑ 20 151 Matll51 CONC HW, DRD, 140LB, No 0.4403 0.3333 0.7570 140.00 02000 ❑ 41N 178 Mat1178 CARPET W/RUBBER PAD Yes 1.2300 ❑ 265 Mat1265 Soil, 1 ft No 2.0000 1.0000 0.5000 100.00 0.2000 ❑_ 48 Matl48 6 in. Heavyweight concrete No 0.5000 0.5000 1.0000 140.00 0.2000 ❑ 123 Matll23 CONC BLOCK No 1.7227 0.6667 0.3870 53.00 0.2000 ❑ MW,8IN,HOLLOW 159. Mat1159 CONC No 0.3202 0.3333 1.0410 140.00 0.2000 0 HW-UNDRD-140LB-41N 57 Matl57 3/4 in. Plaster or gypsum No 0.1488 0.0625 0.4200 100.00 0.2000 ❑ 9/11/2006 EnergyGauge FlaCom FLCCSB v1.22 7 72 Mat172 AIR LAYER, 3/41N OR Yes 0.9000 ❑ LESS, VERT. WALLS 267 Mat1267 0.75" stucco No 0.1563 0.0625 0.4000 16.00 0.2000 ❑ 266 Mat1266 2x4@16" oc + RI I Batt No 8.3343 0.2917 0.0350 9.70 0.2000 ❑ 215 Mat1215 POLYSTYRENE, EXP., No 8.3350 0.1667 0.0200 1.80 0.2900 ❑ 21N, 105 Mat1105 CONC BLK HW, 81N, No 1.1002 0.6667 0.6060 69.00 0.2000 ❑ HOLLOW 256 Mat1256 WOOD, SOFT, 1-1/21N No 1.8939 0.1250 0.0660 32.00 0.3300 El 268 Mat1268 0.625" stucco No 0.1302 0.0521 0.4000 16.00 0.2000 ❑ 42 Matl42 8 in. Lightweight concrete No 2.0212 0.6670 0.3300 38.00 0.2000 El block 269 Mat1269 .75" ISO BTWN24" oc No 22321 0.0625 0.0280 4.19 0.3000 ❑ 86 Mat186 BRICK, COMMON, 41N No 0.8012 0.3333 0.4160 120.00 0.2000 Cl' 211 Matl2ll POLYSTYRENE,EXP.,1/2I No 2.0850 0.0417 0.0200 1.80 0.2900 ❑ N, 12 Matl12 3 in. Insulation No 10.0000 0.2500 0.0250 2.00 02000 ❑ 218 Mat1218 POLYURETHANE,EXP.,1/2 No 3.2077 0.0417 0.0130 1.50 0.3800 ❑ IN, 23 Mat123 6 in. Insulation No 20.0000 0.5000 0.0250 5.70 0.2000 4 Mat14 Steel siding No 0.0002 0.0050 26.0000 480.00 0.1000 ❑ 271 Mat1271 2x4@24" oc + RI 1 Batt No 10.4179 0.2917 0.0280 7.11 0.2000 ❑ 272 Mad272 Panel with 7/16" panels Yes 0.9044 ❑ 273 Mat1273 Hollow core flush (1.375") Yes 12777 ❑ 274 Mat1274 Solid core flush (1.375") Yes 1.7141 ❑ 275 Mat1275 Panel with 7/16" panels Yes 1.0019 (1.375") 276 Mat1276 Hollow core flush (1.75") Yes 1.3239 ❑ 277 Mat1277 Panel with 1-1/8" panels Yes 1.7141 (1.75") 278 Mat1278 Solid core flush (1.75") Yes 1.6500 ❑ 279 Mat1279 Solid core flush (2.25") Yes 2.8537 280 Mat1280 Fiberglass/Mineral wool core Yes 0.8167 ❑ 281 Mat1281 Paper Honeycomb core Yes 0.9357 ❑ 282 Mat1282 Solid Urethane foam core Yes 1.6500 ❑ 283 Mat1283 Solid mineral fiberboard core Yes 1.7816 ❑ 294 Mat1284 Polystyrene core (18 ga steel) Yes 2.0071 ❑ 1 9/11/2006 EnergyGauge FlaCom FLCCSB v1.22 8 285 Mat1285 Polyurethane core (18 ga Yes 2.5983 steel) 2 286 Mat1286 Polyurethane core (24 ga Yes 2.5983 ❑ steel) 1 287 Mat1287 Polyurethane core (24 ga Yes 4.1500 [� steel) 2 288 Mat1288 Solid Urethane foam core Yes 4.1500 ❑ 81 Matl81 ASPHALT -ROOFING, Yes 0.1500 [] ROLL 244 Mat1244 PLYWOOD, 1/21N No 0.6318 0.0417 0.0660 34.00 0.2900 ❑ 185 Matl185 CLAY TILE, PAVER, 3/81N No 0.0301 0.0313 1.0410 120.00 0.2000 ❑ 82 Mat182 ASPHALT -SHINGLE AND Yes 0.4400 ❑ SIDING 11 Matl11 2 in. Insulation No 6.6800 0.1670 0.0250 2.00 0.2000 ❑ 47 Mat147 2 in. Heavyweight concrete No 0.1670 0.1670 1.0000 140.00 0.2000 ❑ 95 Mat195 CONC BLOCK No 0.7107 0.3333 0.4690 101.00 0.2000 ❑ HW4IN-HOLLOW 248 Mat1248 ROOF GRAVEL OR No 0.0500 0.0417 0.8340 55.00 0.4000 ❑ SLAG 1/2IN 94 Matl94 BUILT-UP ROOFING, No 0.3366 0.0313 0.0930 70.00 0.3500 ❑ 3/81N 1003 ApLbMat1003 Acoustic tile No 1.7857 0.0625 0.0350 30.00 0.2000 ❑ 1004 ApLbMat1004 Gyp or Plaster Finish No 0.1738 0.0417 0.2400 78.00 0.2600 ❑ 1905 ApLbMat1005 4 in. insulation No 13.3200 0.3330 0.0250 5.70 0.2000 ❑ Constructs Used No Name Simple Construct Massless Conductance Heat Capacity Construct [Btu/h.st:F] [Btu/sEF] Density [lb/cf] RValue [h.sLF/Btu] 1004 Concrete floor, carpet and rubber pad No No 0.60 9.33 140.00 1.6703 ❑ Layer Material Material Thickness Framing No. IN Factor 1 151 CONC HW, DRD, 140LB, 41N 0.3333 0.00 2 178 CARPET W/RUBBER PAD 0.00 ❑ 9/11/2006 EnergyGauge FlaCom FLCCSB v1.22 9 No Name Simple Massless Conductance Heat Capacity Density RValue Construct Construct [Btu/b.sf.F] [Btu/sf.F] [lb/cf][h.sf.FBtu] 1010 0.75 in. stucco, No No 0.08 11.22 50.24 11.9386 2"styro,8"CMU, l x2x24"oc,airspace,0.5 "gyp Layer Material Material Thickness Framing No. [fi) Factor 1 267 0.75" stucco 0.0625 0.00 ❑ 2 187 GYP OR PLAS BOARD,1/2IN 0.0417 0.00 ❑ 3 215 POLYSTYRENE, EXP., 21N, 0.1667 0.00 ❑ 4 105 CONC BLK HW, SIN, HOLLOW 0.6667 0.00 ❑ 5 256 WOOD, SOFT, 1-1/21N 0.1250 0.00 ❑ No Name Simple Massless Conductance Heat Capacity Density RValue Construct Construct [Btu/hsf.F] [Btu/sEF] [Ib/cf] [h.sf.FBtu] 1011 5/8" stucco /8"CMU/3/4"ISO No No 0.21 5.73 34.65 4.8368 ❑ BTWN24"oc/.5" Gyp Layer Material Material Thickness Framing No. IN Factor 1 268 0.625" stucco 0.0521 0.00 2 42 8 in. Lightweight concrete block 0.6670 0.00 3 269 .75" ISO BTWN24" oc 0.0625 0.00 4 187 GYP OR PLAS BOARD,1/21N 0.0417 0.00 10 9/11/2006 EnergyGauge FlaCom FLCCSB 0.22 10 No Name Simple Massless Conductance Heat Capacity Density RValue Construct Construct [Btu/h.sLF] [Btu/sf.F] [lb/cf] [h.sLF/Btu] 1014 8"CMU/3/4"ISO BTWN24"oc/5/8 Gyp No No 0.26 9.70 62.72 3.7856 Layer Material Material Thickness Framing No. [ft] Factor 1 105 CONC BLK HW, 81N, HOLLOW 0.6667 0.00 ❑ 2 269 .75" ISO BTWN24" oc 0.0625 0.00 ❑ 3 187 GYP OR PLAS BOARD,1/21N 0.0417 0.00 C1 No Name Simple Massless Conductance Heat Capacity Density RValue Construct Construct [Btu/h.sLF] [Btu/sf.F] [lb/cf] [h.sLFBtu] 1020 Metal siding/RI 1Batt/0.5"Gyp No No 0.10 0.76 16.80 10.4535 ❑ Layer Material Material Thickness Framing No. [ftJ Factor 1 4 Steel siding 0.0050 0.00 ❑ 2 12 3 in. Insulation 0.2500 0.00 ❑ 3 187 GYP OR PLAS BOARD,1/21N 0.0417 0.00 ❑ No Name Simple Massless Conductance Heat Capacity Density RValue Construct Construct [Btu/h.sLF] [Btu/sEF] [lb/cf] [h.sEFBtu] 1023 Solid core flush No Yes 0.58 1.7141 ❑ Layer Material Material Thickness Framing No. [ftJ Factor 1 274 Solid core flush (1.375") 0,00 ❑ 9/11/2006 EnergyGauge FlaCom FLCCSB v1.22 11 No Name Simple Massless Conductance Heat Capacity Density RValue Construct Construct [Btu/h.sLF] [Btu/sf.FI [lb/cf] [h.sf.FBtul 1030 Paper Honeycomb core No Yes 1.07 0.9357 ❑ Layer Material Material Thickness Framing No. IN Factor 1 281 Paper Honeycomb core 0.00 ❑. No Name Simple Massless Conductance Heat Capacity Density RValue Construct Construct [Btu/hsf.F) [Btu/sf.F) [lb/cf] [h.sLFBtu] 1047 Mtl Bldg Roof/R-19 Batt No No 0.05 1.34 9.49 20.3366 ❑ Layer Material Material Thickness Framing No. IN Factor 1 94 BUILT-UP ROOFING, 3/8IN 0.0313 0.00 ❑ 2 23 6 in. Insulation 0.5000 0.00 ❑ No Name Simple Massless Conductance Heat Capacity Density RValue Construct Construct [Btu/h.sLF] [Btu/sLF] [lb/cf] [h.sLF/Btu] 1050 Acoustical Ceiling w/ R19 No No 0.05 0.94 8.40 21.7857 ❑ Layer Material Material Thickness Framing No. [ft] Factor 1 23 6 in. Insulation 0.5000 0.00 ❑ 2 1003 Acoustic the 0.0625 0.00 ❑ No Name Simple Massless Conductance Heat Capacity Density RValue Construct Construct [Btu/h.sLF] [Btu/sLF] [lb/cf] [h.sf.FBtu] 1051 3 5/8" Metal Studs 1/2" Gyp. Bd. RI 1 Yes Yes 0.08 12.5000 ❑ Insulation 9/11/2006 EnergyGauge F1aCom FLCCSB v1.22 12 No Name Simple Massless Conductance Heat Capacity Density RValue Construct Construct [Btu/h.sLF] [Btu/sLF] [lb/cf] [h.sLFBtu] 1052 Concrete Floor Yes Yes 0.08 12.5000 ❑ 9/11/2006 EnergyGauge Flavom FLCCSB v1.22 13 ,.w SANFORD FIRE DEPARTMENT FIRE PREVENTION DIVISION 300 N. Park Ave., Sanford, Fl. 32771 / P. O. Box 1788, Sanford, FI. 32772 (407302-2516/FAX (407) 302-2526 Fire Marshal Robles Plans Review Sheet Date: November 3, 2006 Business Address: 201Specialty Court. Occur. Ch. 40(New) Storage SHELL ONLY Business Name: Maksimowic SHELL Building Contractor: Sun Spam Structures Ph. (407) 509- �� 4339 Fax( 321) 773-5599 Reviewed [] RevYewe4dwlthCOmment �XJ Rejected p Reviewed by: Timothy Robles, Fire Marshal Comment: Plans reviewed as 40 (New)Storage ccupancy. FD reserves right to require applicable code requirements if occupancy use changes. If building is added on in the future and exceeds a additional 2,000 ft fire wall or fire sprinkler system or both will be required. 1.1 Application — Construct anew Shell Building What type Of construction? 1.2 Mixed N/A 1.3 Special Definitions — N/N 1.4 Classification of Occupancy -Not on blue prints revisions required for classification see Florida Building Code 1.5 Classification of Hazard of Contents— Ordinary; per F.F.P.C.-6.2.2.3 1 SANFORD FIRE DEPARTMENT FIRE PREVENTION DIVISION 300 N. Park Ave., Sanford, Fl. 32771 / P. O. Box 1788, Sanford, Fl. 32772 (407 302-25161 FAX (407) 302-2526 Fire Marshal Robles 1.6 Minimum Construction — Shall meet the Florida Building Code 2004 edition 2.2 Means of Egress Components —.Two exits required 2.3 Capacity of Egress — One person per 15 sq. ft 2.4 Number of Exits — Two (2) O.K., per section 7.4 } 2.5 Arrangement of Egress — 2.6 Travel Distance — ok 2.7 Discharge from Exits — O.K., will field verify 2.8 Illummationtof Means of EgresstRe 2.9 Emergency Lighting Require ! 2.10 Marking of Means of Egress - Required 2.11 Special Features — O.K. 3.1 Protection of Vertical Openings — Required per the Florida Building Code 3.2 Protection from Hazards — Required per the Florida Building Code 3.3 Interior Finish — Class "B" 3.4 Detection, Alarm and Communications Systems — 3.5 Extinguishing Requirements - as per NFPA 10, two fire extinguishers required 4A-60-10 BC 4 Special Provisions - 5 Building Services 5.1 Utilities — 5.2 HVAC —3 Elevators, Escalators, Conveyors (4A-47) — N/A 5.4 Rubbish Chutes, Incinerators, and Laundry Chutes — N/A 2 f SANFORD FIRE DEPARTMENT FIRE PREVENTION DIVISION 300 N. Park Ave., Sanford, Fl. 32771 / P. O. Box 1788, Sanford, Fl. 32772 (407302-2516/FAX (407) 302-2526 Fire Marshal Robles Sanford City Code — Chapter 9 Fire Sprinklers: Not Required; Per City Fire Code #9 Monitoring: Other: NFPA 1 3-5.1 Fire Lanes — Not Required 3-6.1 Key Boxes — Not Required 3-7.1 Bldg. Address Number Posted and Legible — Required six numbers contrasting in color to building. 3 I