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HomeMy WebLinkAbout1151 Central Park Dr; 01-1273; NEW IND BUILDINGPERMIT ADDRESS 1 ' ` i tj SUBDIVISION cn CONTRACTOR rfar)K [Yl G 1G ti , e* Nclr C PERMIT # 0 (J 3 DATE- pIADDRESSzicifsmik`-e- PERMIT DESCRIPTION Oro n Gx- G L (g 3 PERMIT VALUATION (30 ooc PHONE NUMBER c1 J `-(- -1 S- O 1.1 I SQUARE FOOTAGE PROPERTY OWNER ra i 1 r fA s- i () o ADDRESS 3,33-1 PHONE NUMBER' ELECTRICAL CONTRACTOR ' CeS 1 MECHANICAL CONTRACTOR PLUMBING CONTRACTOR y MISCELLANEOUS CONTRACTOR PERMIT NUMBER FEE MISCELLANEOUS CONTRACTOR PERMIT NUMBER FEE 0 CITY OF SANFORD PERMIT APPLICATION Permit No.:. 0I I 13 Date: } - © !W - Job AddressPas lc `On 1 U e J'aw-Pond r lQtParcel No. --' l p 30 O&poe " a ,59 (Attach Proof of Ownership &Legal Description) Description_ of Work: Nau70 X IgtLuni Type of Construction: ?z i° Z SJe C -Apm e Flood Zone: 0 Valuation of Work: $ 919 o©0 0 Occupancy Type: Residential Commercial _X Industrial Number of Stories: Number, of Dwelling Units: _ Zoning: Total Square Footage: 7Z410 Owner: ( n Q ' jL l' 1 J0 I I' t G O S TJ ly Address: 3.3 : 7 L, 64 f' U 1 l' W_0-9a1 & a t/ L0 City: L, Phone No.: State: Fax No.: Zip: 3 2 7 7 7 Contractor: Fe a bt f i fG ! i%1 t %! r l (. r, Address: 2 / ! b _ a r 1A9z aye y City: State: Zip: State License No.: Phone No.: 0 ti -77 ' D 17/ Fax No.: F-0V7 7. 0/ V Contact Person: ,/ vI Ill /% l L/ Phone No.: Title Holder ( If other than Owner): SCPon Address: Bonding Company: Address: Mortgage Lender: , 1 a Address: F ', V d Av Architect: t' f % I'(, (, OV /3 PE 5 3 7 q Z Phone No.: 47 7 3 Zy " 3' Address:Tt z LN; (? ffia `QGc'' Q r t' f a 32,74 Fak No.: ` 67 7 32 J -O 7: 3 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 Ida. Signature of O Vim. - PC . Print Owner/ Aai of TOtarv-State of F that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. 01 MARGARETSALYERS MY COMMISSION # CC 861508 EXPIRES: August 9,2003 Bonded Thru western Surety Company Date Signature of Contractor/ Agent Date F ah IL A, X Pev- Prrs /no ff-o/ Print Contractor/Agent's N e d - 0l Date Sign ure ork, Date k MARGARET ALYERSMY COMMISSION # CC 861508EXPIRES: August9, 2003 BondedThuWestern Surety Company Owner/Age! wner/A ent isPersonallyKnownto Me or Contractor/ is Personally Known to Me or roduced I FL^ a D z.z3 s 4 i 6 3 0 3 0 P oduced 2_G APPLICATION APPROVED BY: ,fA— Date: 3— / 3— 0 ( Special Conditions: /`d- 5 A011d d-14 c.. _ r %..(J FEMA REC'd SLAB REC'd INSPECTOR REQUEST FOR FINAL INSPECTION CERTIFICATE OF OCCUPANCY/COMPLETION NEW COMMERCIAL BUILDING**** DATE 7 ` I Z- () 1 PERMIT # ADDRESS - PROJECTr CONTRACTOR_._" RC[( V— The Building Division has received a request for a final inspection and a CertificateofOccupancyfortheabovereferencedaddress. We would appreciate afinalinspectionofthesitebyyourdepartment. Approval by your department wouldresultinagrantingaC.O. for the address. If you have any issues that the contractor will need to address, please submit a statement for denial of C.O. or a conditionalagreementtobeattachedtotheC.O. Thank you for your cooperation. Engineering F Public Works Zonin Utilities Licensin Conditions: ( to be completed only if approval is conditional e-- FEMA REC'd SLAB REC'd INSPECTOR REQUEST FOR FINAL INSPECTION CERTIFICATE OF OCCUPANCY/COMPLETION NEW COMMERCIAL BUILDING**** DATE ` I l PERMIT # ADDRESS - PROJECT CONTRACTOR__'1 C'1 The Building Division has received a request for a final inspection and a Certificate of Occupancy for the above referenced address. We would appreciate a final inspection of the site by your department. Approval by your department would result in a granting a C.O. for the address. If you have any issues that the contractor will need to address, please submit a statement for denial of C.O. or a conditional agreement to be attached to the C.O. Thank you for your cooperatio Engineerin Public Works Zoning Utilities Licensin Conditions: (to be completed only if approval is conditional L. r Certificate Of Occupancy Addendum - Owner: Prestige Flooring Address: 1151 Central Park Drive Date: , 7/27/01 Reason for Disapproval: -none Conditional Agreement: 0 Install the screening.around the du,mpster pad per approved plans O The sign for the Handicapped parking stall shall read "$250.00 Fine City Ord. #3211" per the approved plans. e The outfall storm structure needs to have thefiberglassskimmer installed. 0 Re -grade the roadside swale' at the MES of the outfall pipe to eliminate the sump condition. 0 The concrete.mitered-end section for the outfall pipe is insufficient. The design engineer needs to design the concrete mitered -end section for the smaller pipe or sign off in the Certificate of Completion letter. 0 A Certificate of Completion letter is required prior to issuance of the Certificate of Occupancy.. o Submit as -built drawings. Above items are required to be complete by August 15, 2001. Please contact this office at 407) 330-5652 for re -inspection. Thanks - Dave Richards F:\ SHA_ENG\Development Review\06-Post ApprovaWertificate of,occupancy\2001Tretsige Flooring.co.wpd FEMA REC'd SLAB REC'd—PJ'— INSPECTOR DATE REQUEST FOR FINAL INSPECTION CERTIFICATE OF OCCUPANCY/COMPLETION NEW COMMERCIAL BUILDING**** PERMIT # .. fie n ADDRESS - PROJECT' ` J C PJIGL` PCJc1f 1 r , n l cS F/oe.'n. CONTRACTOR_' RGcl V' S-(9- $e-SNP. v000 - ozr The Building Division has received a request for a final inspection and aCertificateofOccupancyfortheabovereferencedaddress. We would appreciateafinalinspectionofthesitebyyourdepartment. Approval by your departmentwouldresultinagrantingaC.O. for the address. If you have any issues that the contractor will need to address, please submit a statement for denial of C.O. or a conditional agreement to be attached to the C.O. Thank you for your cooperation. Engineering Public Works Fi C'( Zonin Utilities Licensing Conditions: (to be completed only If approval Is conditional)/ Q J `` CITY OF SANFORD. FL UTILITIES DEPARTMENT REQUEST FOR FINAL REINSPECTION DATE Z-Z ADDRESS 11,52 CONTRACTOR THE BUILDING DEPARTMENT HAS PREPARED A C.OF 0.- FOR THE ABOVE LOCATION AND THE INITIAL INSPECTION WAS ` DENIED DUE TO. UTILITY RELA. ITEMS. THE CONTRACTOR IS REQUESTING REINSPECTION OF RELATED ITEMS AND IS NOW,;, I'S FOLLOWS. 2- yz INSPECTOR per. I d ketA V"LVO 7 L REC' d SLAB REC'd INSPECTOR I I REQUEST FOR FINAL INSPECTION CERTIFICATE OF OCCUPANCY/COMPLETION- I , NEW COMMERCIAL" BUILDING`*** f , I , , DATE PERMIT l _ ADDRESS_ . PSI T( G.PC,1 PROJECT Lj hCONTRACTORFwn}K t 19 The Building Division has received a, request for a final insp tion=lr a v oCertificateofOccupancyfortheabovereferencedaddress: We would appreciateafinalinspectionofthesitebyyourdepartment: Approval by your department" would result in a granting a C.O. for the address: If you have'any issues that the contractor will need to address, please submit a statement for denial of C.O, or. a conditional agreement to be.attached., to the C.O. Thank you for your cooperation. //' 1'`1'1•i 5 Engineering Fire Public Works Zoning- C u: Utilities g Licensing Conditions: (to be completed only If approval Is conditional_ FEMA REC' dki SLAB REC' d—ly INSPECTOR REQUEST FOR FINAL INSPECTION CERTIFICATE OF OCCUPANCY/COMPLETION- NEW COMMERCIAL BUILDING**** DATE PERMIT # .. 0) — (D-- 2) L.. ADDRESS. 1Podg-' E ``- I Ce` 1 M 5 E' 2 PROJECT r A a I a s"p z' hAj CONTRACTOR CL CL The Building Division has received a request for a final insp tionr a- u M oCertificateofOccupancyfortheabovereferencedaddress. We would appreciateafinalinspectionofthesitebyyourdepartment. Approval by your departmentwouldresultinagrantingaC.O. for the address. If you have any issues that the contractor will need to address, please submit a statement for denial of C.O. or aconditionalagreementtobeattachedtotheC.O. Thank you for your cooperation. Engineering Fire Public Works Utilities Conditions: (to be completed only If approval is conditional) onin Licensi FEMA REC' ld SLAB REC' d INSPECTOR REQUEST FOR FINAL INSPECTION CERTIFICATE OF OCCUPANCY/COMPLETION NEW COMMERCIAL BUILDING**** DATE 7 - I () I PERMIT # ADDRESS- )-f I Per - PROJECT 1 and CONTRACTOR" The Building Division has received a request for a final inspection and aCertificateofOccupancyfortheabovereferencedaddress. We would appreciateafinalinspectionofthesitebyyourdepartment. Approval by your departmentwouldresultinagrantingaC.O. for the address. If you have any issues that the contractor will need to address, please submit a statement for denial of C.O. or a conditional agreement to be attached to the C.O. Thank you for your cooperation. Engineering Public Works ire onin Utilities Licensin 1g Conditions: (to be completed only If approval is conditional 01 11:O3A Roberts 5urveyinq & Mappi 407-322-2232 P.O2 185 N Country Club Road 0 Lake Mary, FL 32746 Phone (407)322-2213 0 Fax (407)322-2232 July 31, 2001 Building Department City of Sanford 300 N Park Avenue Sanford. Florida 32771 RE: Lot 26, Sanford Central Parts, Phase 2, (1151 Central Park Drive),Seminole County, Florida To Whom k May Concern: 1, R L. Roberts, PSM 3144, do hereby certify that the Finished Floor located at 1151 Central Park Drive and lying within the boundaries of the above referenced property has an Elevation of 35.43 as shown on the approved engineering plans; and therefore does meet or exceed the requirements set forth in the City of Sanford building code. Sec. 6-7 (A). 1*442t R. L. Roberts, PSM 3144 President RLR/siv 1 -01 11 : O2A Roberts 5urveyi nab & Mapp i 407-322-2232 P.01IFU111108Sarno@aMalinone i y': i°^I a -.rTi i' S1 AT4 T n+f 1nt..• 1 ^w' SK syIIbltt }R e4.' ' u.kG.4 e;:, F „`:i"-ur 3 i1i+ik1' yWa'4' y E 185 N Country Club Road Lake Mary, FL 32746 4 Phane ( 407)322-2213 Fax ( 407)322-2232 Fax Cover This is a confidential message, intended solely for the Person to whom it is addressed. If you receive this message in error, please forward it to the correct person. To: l r y f u AA—,R,. Fax No.: Lf 7 _ 3 C) - %v From: t Date: Subject: . E..t., t S Pages: , including Cover Sheet CITY OF SANFORD PLUMBING APPLICATION PERMIT NO. c) l ' I -Z. 3 DATES 119161 THE UNDERSIGNED HEREBY APPLIES FOR A PERMIT TO INSTALL THE FOLLOWING PLUMBING: OWNER'S NAME:-es't/r-P.GDOJ'//1' ADDRESS OF JOB: PLUMBING CONTRACTOR R'kRffV-! RES. _NON-RES. Subject to rules and regulations of Sanford Plumbing Code Plumbing Code. 4pli nt ignature rLO.29'7117 State License# u.. n __ A_. x unrvi"r,w,:.,u Unese spaces, copy tho corresponding information -from Section,A. For'Insurancs Company tJse BUILDING STREET ADDRESS Mcludin t., Unit, Suite, angpr:81dg.No ).OR P O. ROUTE AND BOX`NO . plPolicy Numberrl"tl ;i'li;'i'IIl ', , ! 1 p° tl ( 9 Apt., CITY STATE ZIP CODE Company NAIC Numlijber I!IplAi ll,x,l(wl SECTION D SURVEYOR, ENGINEER, OR'ARCHITECT,,CERTIFICATION,(CONTINUED) Copy both sides of this Elevation Certificate for. (1) communityiofficial (2) insurance agenUcompany,''and (3)'building'owner COMMENTS a 1_I Check here'if attachments SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT. REQUIRED) FOR ZONE AO'AND,ZONE A (WITHOUT BFE) For Zone AO and Zone A (without BFE), complete Items E.I. through ET. If. the Elevation Certificate is intended for use as supportinginformationforLOMAorLOMR-F, Section C must be completed. El. Building Diagram Number (Select the building diagram most. similar to the building for which this certificate is being completed — see pages 6 and 7. If no, diagram accurately represents the; building,provide a sketch or'photograph) E2. The top of the bottom floor (including basement or enclosure).'of the burldIn9) LLl ft,(m) LLIm (cm) . lJ:above or. Ll belowcheckone) the highest adjacent grade. (Use natural grade; if available) E3. For Building Diagrams 6 8,with openings (see page7), the next higher floor or elevated floor (elevation b) of the building is I LLI ft.(m) LLlin.(cm).above the. ighest adjacent grade. Complete Items C3.h ,and C3.i on front of form. E4. For Zone AO only: If no flood depth number is available, is.the top of the bottom floor elevated in accordance with the community'sfloodplainmanagementordinance? I l Yes i ' I No I IlUnknown The local officiaf'must certify this information in`Section G ` SECTION F -..PROPERTY OWNER (PR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owner's authorized representative who'completes'Sections A, Bi G (Items C3.h and C3:i only), and E for Zone A without a FEMA-issued or community-ist;ued BFE) or Zone A0 must sign here `? The statements in SeopQ$ A, B, C, and E are collect tothebestofmyknowledge. 11AI IVt-J.MrAt - ADDRESS STATE. ZIP CODE SIGNATURE .,DATE TELEPHONE LAWMENTS 1_1 Check here if attachments SECTION G -' COMMUNITY INFORMATION •(OPTIONAL) The local official who is authorized by law or ordinance admrnrster:the community's floodplain;management.ordinance„can complete Sections A, B, C (or E), and G of his Elevation Certificate: Complete the applicable items) andsignbelow.- G1. LI The information in Section C was taken fromother,documentation ahat has been'signed and embossed by a licensed surveyor, engineer, or architect who is authorized by state or local law to certify elevation -information, (Indicate; the source and'date'of theelevationdataintheCommentsareabelow.) " p G2. Ll A community official completed Secti o,n E for a building located in.Zone A (without a FEMA-issued or community IssuedBFE) or I Zone AO. 1 G3. 1 I The following information (Items G4-G9) is provided forcommunity floodplain management purposes. f G4. PERMIT NUMBER G5: DATE PERMIT ISSUED.: G6:' DATE CERTIFICATE OF COMPLIANCE/OCCUPANCYISSUED G7. This permit has been issued for: LI New Construction , . L Substantial Improvement . G8. Elevation of as -built lowest floor (including basement),of,the building is ft.(m) DatumGg. BFE or (in Zone AO) depth of flooding at the building site Is.o ft(m)batum. LOCAL OFFICIAL'S NAME TITLE COMMUNITY NAME TELEPHONE SIGNATURE DATE COMMENTS I Check here if attachments EMA Form 81=31, JUL 00 -- `" - • Commercial Flooring Contractors 3337 Lakeview Oaks Drive Longwood, Florida 32779 Telephone: (407) 333-1330 Fax: (407) 333-1358 July 25, 2001 Dear Sir, This letter is for a request for a prepower hook-up at 1151 Central Park Dr. Sanford, FL. Permit # 01-00001273. The business of PRESTIGE FLOORING INSTALLATIONS,INC. and I the owner Mark D'Agostino will not occupy this project until the C.O. is officially released for this project. Sincerely, Mark D'Agostino Prestige Flooring & Installations, Inc. 07/19/01 THU 09:08 FAX 904 7750171 F.M. MILLER BLDR, INC. (j001 j Emig FAIME FROM 2995 Miller Ave. Orange City tla. 32763 USA i Phone 9tW 775 0171 Fax 904 775.0171 July 20 2001 City of Sanford Building department 300 N Park ave. Sanford Fla. 32771 RE: Permit Number 01-00001273 1151 Central park dr. Sanford Fla. 32771 Dear Sirs, An hot water heater was proposed on the electrical drawing: which is sheet # 5 of the building plane in a storage room where the HVAC unit is located. The hot water heater is to be eliminated from this location. Sincerely, F Miller .President ATTN: Bob Bolt' 2 2c-7 — cJ CITY OF SANFORD MECHANICAL PERMIT APPLICATION Permit Number: Cal - ('a-7 Date: E- i -Z j The undersigned hereby applies for a permit to install the following equipment: Owner's Name: I' ` - T-T 1 Y V Address of Job: 1 l 1 (fL61'R l?L1 -- Mechanical Contractor: Sj' `GL0914 Alp Qxu6 jT/&UIIUC Residential Non -Residential Amount Nature of Work: WNEGR A- c- Ak-KC9 Er Job Valuation: o [0 Application Fee. - TOTAL DUE: By signing this application, I am stating that I am in compliance with City of Sanford Mechanical Code. Applicant Signature 4C_0, s ;; q9_ State License Number CITY OF SANFORD ELECTRICAL PERMIT APPLICA ION d(- #T- 73 Permit Number: Date: % d The undersigned hereby applies for a permit to install the following electrical: Owner's Name: A- 605T W O Address of Job: I S C`" P 02 Y AevC ' Electrical Contractor: Or C i 4-Ac Yc' Residential: Non -Residential: - Number Amount Addition, Alteration, Repair (Residential & Non -Residential) New Residential: AMP Service New Commercial: AMP Service Change of Service: From AMP Service to AMP Service Manufactured Building I Other. IDescriotion of Work: -t-( /N(o /fin Gv_x)jrTA-r- I I I I P0/tl0s t; UO; LeTi t-e - c% V*CL;-- • 1 1 I Application Fee: $10.00 TOTAL DUE: lGr'1 By Signing this application I am stating that I am in compj(ance qth C!Wof Applicant's Signature O©O p State License Number CITY OF SANFORD FIRE DEPARTMENT FEES FOR SERVICES PHONE # 407-302-1091 * FAX #: 407-330-5l!6,,77 DATE: / Z `I D / PERMIT BUSINESS NAME / PROJECT: ADDRESS: 1 S I CR vl i IZ 4 1, PA R.IL D iL . PHONE NO.: GI o'f - 1 '?S - a l FAX NO.: f /,,11If/L ohS'i CONST. INSP. [ ] C / O INSP.:[ ] REINSPECTION [ ] PLANS REVIEW [ F. A. [ ] F.S. [ ] HOOD [ ] PAINT BOOTH [ ] BURN PERMIT [ ] TENT PERMIT [ ] TANK PERMIT [ ] OTHER [ ] TOTAL FEES: $ / S L/ 131— ( PER UNIT SEE BELOW) COMMENTS: S Af d 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. 14. 15. 16. 17. 18. 19. 20. s a iv i"i w -s d • '45 i Address / Bldg. # / Unit # Square Footage Fees per Bldg / Unit S! eitn—,ti4L d0ht' e- Dr 77 0-0 Fees must be paid to Sanford Building Department, 300 N. Park Ave., Sanford, FI. 32771 Phone # -407- 330-5656. Proof of Payment must be made to Fire Prevention division before any further services can take place. I certify that the above is true and correct and that I will comply with all applicable codes and ordinances of the City of Sanford, Florida. Sanford Fire Prevention Division Applicant's Sibnature At' ,;, `\` :fit ill;'i_It.t` l,UU, I i ..r I ARK Or CIRCUIT LOUR, RECOI;DED & VERIFIED 63.35 53 ui JAN -Q AM 9: 10 File #: 00DO852 PREPARED BY AND RETURN TO: MISSY CAPMAN DELTON;A'TITLE INSURANCE COMPANY, INC. 1676 Providence Boulevard, Deltona, FL 32725 Prepared incidental to the issuance of a Policy of Title Insurance. Rec. 0 t ,D, 1. 11 1 1 1 Space above this line for recording data NOTICE OF COMMENCEMENT STATE OF FLORIDA COUNTY OF VOLUSIA 11) m j= CDr r r: n T, r— r A) I 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 Prer,crty: Lot 26, SAN'FORD CENTRAL PARK PHASE II AMENDED, according to the plat thereof as recorded inPlatBook 54, Pages 8, 9, and 10, of the Public Records of Seminole County; Florida. 2. General Description of the Improvements: COMMERCIAL BUILDING 3. Owner Information: a. Name and=Address:'MARK A. D'AGOSTINO 3337 L'AKEVIEW OAKS DRIVE LONGWOOD, FL 32779 b. Interest in Property: Fee Simple c. Name -and Address of Fee Simple Title Holder (if other than Owner): 4. Contractors Name and Address: FRANK MICHAEL MILLER BUILDER, INC. 2995 MILLER AVENUE ORANGE CITY, FL 32763 5. Surety: N/A 6. Lender: FIRST COMM.UNITYBANK 2240 S. VOLUSIA AVENUE ORANGE CITY, FL 32763 904- 775-31I5 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: Lender 8. In addition to himself, Owner designates the following persons to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes: Lender 9. Expiration date of Notice of Commencement (the expiration da is I y. ar from the date'of recording unless a different date is specified): SEAL) MARK A. D'AGOSTINO STATE OF FLORIDA COUNTY OF VOLUSIA I HEREBY CERTIFY that the foregoing 'nstnjction was acknowledged before me this 4TH day of JANUARY, 2000 by MARK A. D'AGOSTINO, who is personally known to me or„who pro Ce," drivers license or _ iden; e :Ion.. Notary Public Signature q Na`0III1ol`e"A' g.? IG+' nuo cFt.PiT an Printed Name: _ Commission # CC 71583- Expires Feb. 11 2002 Commission No: IiondedThru My Commission Expires: ,F````` Atlantic Honding Co ,Inc CERTIFIED. GQRY SEAL MARYANNE MORSE CL OF CIRCUIT COURT A BE IN O U Ye ELORI AAA wA CfER RETURN TOV<< 7') " A NIL, RiOi F_4.N.ER.. TITLE INSURANC' P_ COMPANY 4R19 E. Setnoran Blvd., fill. Casselberry, Fl.. 32707 C.7 I' lr' n i IMPACT FUE GTATEMEN"t' PL !CATION Ho MGM WANT IRINSV% oi-10000277 Ji,i 1. 1, m oww" PARK 6n mArm zopy'vow N:1.#t;"nl AInAT BCH3Rx OUGK PAGE4 DATE, March 15, FIVARGAIA mmommm 1" 1- JK 3031 AREVIEW OAKS Df.•o-o LPNQ UsEs QIAREHOUGE WORK T*fWf?1PTT0Mv CITY-BAWFORA' TRACT-, Lny, vy- 3277931:J1 FEE i r CAWI; LWITT TOTAK D R-: A yF0 VIST SfARD RAT, 144ITS TYFIK FA wa 1 i•'f F: R t 1, j, o bjvrvh=009i l000Raft 2, rIss. 011.,` G,01. L I OR!"i 113AOB q& T R &TJ 411)11- 01fice < 1004 Square FQsy 1.100 1000nsff 345.20 0 N/A 0 ice'tlio -41- flll.f- 4,910.7o DATE . 0 1 E To l!", ATKYJAPPLICKWIQ FAILAQ1 VO Q I Tr Y QbJER f0f() E!HPAYPItllMAYFIESU17it! YCH01-11MLYTY rOR E ME, ADVISEP THAT MIS is A S1Q1CQ1Q Of 1, 66 ISTAjANCE (IF A, BUX! UX mly (oil RISK w As In ARPTAU 1111 CALSAMA01041 OF 011Y ff" THF7 ABOVE MENTIOMED SNPACT i'yfnh; FUM 112030101SED BY FTKX103 A 1AUTTY14 RECIKKAT W1111IN 45 CALATIDAR DAYS OF THE REMVING 1111ANATURE DIATE ABOVE. I 3T kM.'-0- CERTTFICATE OF 0. K,:,.: 1' 11 1- f - C(aMfY 11PIET3 DiT AIMS PICK90 11 FIAW1 QE P11*1 TNPhkT1WrAT10N OFINCEz 1101 RAGC ARST AYREUTII fj,p OR CITY OF sAhwCqoj, 1103 EAGY FIRET STREEl'' FwAymT IFFE sRs y UR&CFAT"AL 11UT CIANITYA1L0T? Uj '011OHIDWR AT THETLEFG.ISTATREM, I0OW' H},:NY 40401411111TAT , it r MnEf V40P ir A BUlk=0 PERMIT IS MOTJ* ISSUED WITHIN 60 CALENDAR DAYS OF THE R40-`„'t gI'VlAvit"3 4 illl.IVV ym, 407-665-7556". February 23, 2001 City of Sanford Sanford, Florida TO WHOM IT MAY CONCERN: Commercial Flooring Contractors 3337 Lakeview Oaks Drive Longwood, Florida 32779 Telephone: (407) 333-1330 Fax: (407) 333-1358 I do hereby state that there will be no more than 12 employees during the peak shift working on the premises of Prestige Flooring's new facility under construction at LoN6, Sanford Industrial Park. PRESTIGE FL R G INSTALLATIONS, INC. By D ej 0 DtA; Name & Title) vaa 3 e%--4 /3 c 3 Sworn to and Subscribed before me this Kristine GeorgejG;-commisslon # CC 787304U Lee -day o - ' 001 . Expires Nov. 1, 2002 arN-nCNQED THRUBONf.?ING f:0.. INC. Notary Public) My Commission expires /-(16-v /,Z 12&z=,- -- R February 23, 2001 City of Sanford Sanford, Florida TO WHOM IT MAY CONCERN: Commercial Flooring Contractors 3337 Lakeview Oaks Drive Longwood, Florida 32779 Telephone: (407) 333-1330 Fax: (407) 333-1358 I do hereby state that there will be no more than 12 employees during the peak shift working on the premises of Prestige Flooring's new facility under construction at Lot 26, Sanford Industrial Park. PRESTIGE a N(; & INSTALLATIONS, INC. I.r41) Y l Name & Title) fOL Z aa3 5:i & 36 L-,, 3 U Sworn to and Subscribed before me this NI4l i,( b7- 2001 t .o'. KristiC day o = P,, ne Geor e... COm ssion # CC 78Y304rt ed mt Expires NOV. 1, 2002U ` BONDED THRUry1Np'S nr6 1NTIC@t1{ptMACo" INC; Notary Public) My Commission expires X/0y )2-LIL11 CITY OF SANFORD BUILDING DEPARTMENT SUBMITTAL REQUIREMENTS FOR COMMERCIAL BUILDING PERMIT J 1. Two (2) complete sets of plans and drawings to scale and to include; a` a. Site plan approved by Planning & Zoning and City Commission b. Boundary and building location survey C. Foundation plan E7r d. Floor plan 1. Room or space identification 2. Indicate room dimensions 3. Specify door and window dimensions and types e- 4. Indicate tenant separation and fire resistant walls. Complete UL design noted. e. Four (4) or more elevations including finish floor(s) elevations. f. Structure details -signed and sealed by engineer g. Architectural drawings signed and sealed by architect a h. Electrical drawings -signed and sealed by engineer, if over 600 amps i. Mechanical drawings -signed and sealed when 15 tons or more and/or 5,000.00 j. Plumbing drawings -signed and sealed, shall comply to Florida Handicap Code. d 2. Plans shall show: m a. Square Footage or b. Type of construction a c. Occupancy classification (group) o. d. Occupant load 4 e. Sprinklers, standpipes and alarm systems f. Fire protection requirements & NFPA requirements g. Life safety Code 101 9 3. Three (3) sets of Florida Energy Forms 40OD-97 signed and sealed by architect or engineer. 4. Arbor permit when trees are to be removed from property. Contact the City Engineer for details regarding the Arbor Ordinance and permit. 5. Soil analysis may be included on site plan or foundation 6. Soil analysis and/or soil compaction report. If soils appear to be unstable or if structure to be built on fill, a report may be requested by the Building Official or his representative. 7. Utility Letters Required Inspections During and Upon Completion of Construction 1. Footer 2. Underground electrical, mechanical and plumbing 3. Foundation elevation survey 4. Slab 5. Lintels -tie beams -columns -cells 6. Rough electrical 7. Rough mechanical 8. Rough plumbing 9. Tub Set 10. Framing 11. Firewall 12. Tenant separation/firewall 13. Insulation, walls and/or ceilings 14. Electrical final, mechanical final, and plumbing final 15. Building final 16. Other DATE l ^ l Q % l SIGNATURE? A r / & t DEVELOPMENT FEE WORKSHEET CITY OF SANFORD UTILITY - ADMIN. P. 0. BOX 1788 SANFORD, FL 32772-1788 Project Name:y F'/°R s7 G"c Date Owner/Contact Person: Phone: Address: l l Sl Type of Development: 1) RESIDENTIAL Type of Units (single family or multi -family): Total Number of Units: Type of Utility Connection individual connections_ or central.water meter & common -'sewer tap): Water Meter Size (3/411, 1", 2", etc.): REMARKS: 2) NON-RESIDENTIAL Type of Units ' (commercial, industrial, etc.): Total Number of Buildings: Number of Fixture Units each building): Type of Utility Connection individual connections or central water meter.& common sewer tap): Water Meter Size (3/4" 1", 2", etc.) REMARKS: CONNECTION FEE CALCULATION: 7 o c 3 - u Name - Signature - Date. 1) Water System Impact Fees Equivalent Residential Connection (ERc) - 300 Gallons Per Day (GPD) Residential - 650/Unit - Single family structure, or multi -family unitcontaining $487.50/Unit; - Multi-familythreeunit (or Mobile Home unit containinglessthanthree (3) bedrooms. (This category isbasedonjudgement/assumption, estimation thatsuchfamilyunitsonaveragerequire751 - 225 GPDofthewaterandsewerserviceofanaveragesinglefamilyunit.) Commercial - 650/ERU ; rx•; Fixture unit schedule from Southern Plumbing Codewillbeused. One ERU will be charged for connection and,up to twenty (2) fixture uniteForprojectshavingmorethantwentyunitstheImpactFeewillbedetermined0bylixture: increments of 25% based on multiples of five (S) fixture units above the twenty (20) fixture unitbaseforthefirstERU. (Example: twenty-five25) fixture units will .be rated as 1.25 eru; twenty-six (26) fixture units will be rated as 1.5ERU.) 2) Sewer. System Impact Fees Equivalent Residential Connections - 270 Gallons Per Day (GPD) Residential - 1700 Unit - Single family structure, or multi -family unitcontaininee 1275/Unit - Multi -family. Mobile bedrooms or unit containinglessthanthree (3) bedrooms. (This category isbasedonjudgement/assumption/estimation that suchfamilyunitsonaveragerequire751ofwaterand sewer service of an average single family unit.) Commercial - Industrial - Institutional1700/ERU - Fixture unit schedule from Southern Plumbing Codewillbeused. One ERU will be charged for connection and up to twenty (20) fixture units. For projects having more than twenty (20) fixture units the Impact Fee will be increments of 251basedonmultiplesoffive (5) fixture units abovethetwenty (20) fixture unit base for the firstERU. (Ebcample: twenty-five (25) fixture units will be rated as 1.25 ERU; twenty-six (26) fixtureunitswillberatedas1.5 ERU.) DRAINAGE FnrnIn;: uut a c^o nvT...,..., I For traps I 11plarger3inchesuseTable709.2. d A showerhead over a bathtub or whirlpool bathtub attachments does not increase the drainage fixture unit value. See d Trap Sections l be through 709.4 with for methods of computing unit value of fixtures not listed in Table 709.1 or for rating of devices with intermittent flows. d Trap size shall be consistent with the fixture outlet size. e For the purpose of computing loads on building drains and sewers, water closets or urinals shall not be rated at a lower drainage fixture unit unless the lower valuesareconfirmedbytesting. DRAINAGE FIXTURE UNITABLE 709.i TS FOR FIXTURE DRAINS OR TRAPS FIXTURE DRAIN OR TRAP SIZE inches) DRAINAGE FIXTURE UNIT VALUE 11/4 1 11/2 2 2 3 21/2 4 3 5 SANFORD FIRE DEPARTMENT FIRE PREVENTION DIVISION 300 N. Park Ave., Sanford, Fl. 32771 / P. O. Box 1788, Sanford, Fl. 32772 407 302-1022 / FAX (407) 330-5677 Pager (407) 918-0388 Plans Review Sheet Date: 1/24/01 Business Address: 1151 Central Park Dr. Occ. Ch. 29 Business Name: Prestige Flooring Ph. Contractor: Frank Miller Const. Ph. (904) 775-0171 Reviewed [ ] Reviewed with comment [ X ] Rejected [ Reviewed by: H. A. "Pete" Tucker, Fire Protection Inspector Comment: Plans reviewed as Storage Occupancy. FD reserves right to require applicable code requirements if occupancy use changes Application — New Building, Type IV Const., 7700 sq. ft. 1.1 Mixed — N/A 1.2 Special Definitions — N/N 1.3 Classification of Occupancy — Storage 1.4 Classification of Hazard of Contents — Ordinary 1.5 Minimum Construction — N/R 2.2 Means of Egress Components — O.K. 2.3 Capacity of Egress — O.K. 2.4 Number of Exits — O.K. 2.5 Arrangement of Egress — O.K. 2.6 Travel Distance — O.K. 2.7 Discharge from Exits — O.K. 2.8 Illumination of Means of Egress — O.K.; will field verify 2.9 Emergency Lighting — O.K.; will field verify 2.10 Marking of Means of Egress — O.K.; will field verify 2.11 Special Features — N/A 3.1 Protection of Vertical Openings — N/N 1 SANFORD FIRE DEPARTMENT FIRE PREVENTION DIVISION 300 N. Park Ave., Sanford, Fl. 32771 / P. O. Box 1788, Sanford, Fl. 32772 407 302-1022 / FAX (407) 330-5677 Pager (407) 918-0388 3.2 Protection from Hazards — N/N 3.3 Interior Finish — Class "C" 3.4 Detection, Alarm and Communications Systems — N/A 3.5 Extinguishing Requirements — as per NFPA 10 3.6 Corridors — N/A 4 Special Provisions 5 Building Services 5.1 Utilities — as per LSC 7-1 5.2 HVAC — as per LSC 7-2 5.3 Elevators, Escalators, Conveyors (4A-47) — N/A 5.4 Rubbish Chutes, Incinerators, and Laundry Chutes — N/A Sanford City Code — Chapter 9 Fire Sprinklers: N/A Monitoring: N/A Other: NFPA 1 3-5.1 Fire Lanes — Required if building is more than 150' from street; exception: building has fire sprinkler system. 3-6.1 Key Box — N/A 3-7.1 Bldg. Address Number Posted and Legible — Required; will field verify 2 Job.. Truss Truss Type Qty Ply FRANK MILLER BLDRS. 2878 H01 ROOFTRUSS 1 2 WEST VOLUSIA TRUSS CONNECTION, DELAND,FL. 32724 10-5-0 10-5-0 2.50112 4x5 11 1 5x7 = 7x6 = 10-5-0 10-5-0 LOADING (psi] SPACING 2-0-0 TCLL 20.0 Plates Increase 1.25 TCDL 7.0 Lumber Increase 1.25 BCLL 0.0 Rep Stress Incr NO BCDL 10.0 Code SBC/SBCCI LUMBER TOP CHORD 2 X 6 SYP No.2 BOT CHORD 2 X 6 SYP N0.2 WEBS 2 X 4 SYP No.2ND *Except W4:2 X 4 SYP No.3, W2 2 X 6 SYP No.2 WEDGE Right: 2 X 4 SYP No.2ND REACTIONS (lb/size) 6=1805/0-3-8, 3=1495/0-8-0 Max Horz6=-243(load case 3) Max Uplift6=-830(load case 3), 3=-764(load case 3) 4.0-32 s Aug 29 1997 MiTek Industries, Inc. Fr. Feb 23 15:31:37 2001 Page 1 17-5-0 7-0-0 15-5-0 5-0-0 17-5-0 2-0-0 2-0-0 CSI DEFL (in) (loc) Udefl PLATES GRIP TC 0.89 Vert(LL) 0.20 5-6 >999 M20 249/190 BC 0.70 Vert(TL) -0.32 5-6 >648 WB 0.95 Horz(TL) 0.04 3 n/a Matrix) Min Length / LL deft = 240 Weight: 265 lb BRACING TOP CHORD Sheathed or 6-0-0 on center purlin spacing, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 on center bracing. WEBS 1 Row at midpt 2-6 2 Rows at 1/3 pis 6-7, 1-7 FORCES (lb) TOP CHORD 6-7=-719, 1-7=-721, 1-8=-217, 8-9=-272, 9-10=-320, 10-11=-361, 2-11=-440, 2-3=-5475, 3-4=21 BOT CHORD 6-12=5339, 12-13=5339, 13-14=5339, 14-15=5339, 5-15=5339, 3-5=5339 WEBS . 2-6=-4880, 2-5=764, 2-7=-194 NOTES 1) 2-ply truss to be connected together with 10d Common(.148"x3") Nails as follows: Top chords connected with 2 row(s) at 0-9-0 on center. Bottom chords connected with 2 row(s) at 0-9-0 on center. Webs connected with 2 row(s) at 0-9-0 on center. 2) This truss has been designed for the wind loads generated by 100 mph winds at 12 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, 20 mi from hurricane oceanline, on`an occupancy category I, condition 1 enclosed building, of dimensions 110 ft by 70 ft with exposure C ASCE 7-93 per SBC/SBCCI If end verticals exist, they are not exposed to wind. If cantilevers exist, the right is exposed and the left is not exposed. If porches exist, they are not exposed to wind. The lumber DOL increase is 1,33, and the plate grip increase is 1.33 3) Except as shown below, special connection(s) required to support concentrated load(s). Design of connection(s) is delegated to the building designer. 4) All plates are M20 plates unless otherwise indicated. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 830 lb uplift at joint 6 and 764 lb uplift at joint 3. 6) This truss has been designed for both TPI-85 and ANSI/TPI 1-1995 plating criteria. 7) Load case(s) 1, 2, 3, 4 has been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. LOAD CASE(S) 1) Regular: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-8=-54.0, 8-9=-54.0, 9-10=-54.0, 10-11=-54.0, 2-11=-54.0, 2-3=-54.0, 3-4=-54.0, 6-12=-20.0, 12-13=-20.0, 13-14=-20.0 14-15=-20.0, 5-15=-20.0, 3-5=-20.0 Concentrated Loads (lb) Vert: 6=-68 1=-163 2=-163 5=-600 8=-163 9=-163 10=-163 11=-163 12=-68 13=-68 14=-68 15=-68 2).Wind Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plo r Vert: 1-8=42.7, 8-9=42.7, 9-10=42.7, 10-11=42.7. 2-11=42.7, 2-3=42.7, 3-4=79.2, 6-12=-10.0, 12-13=-10.0, 13-14=-10.0, 14-15=-10.0, 5-15=-10.0, 3-5=-10.0 Horz: 1-8=52.7, 8-9=52.7, 9-10=52.7. 10-11=52.7, 2-11=52.7, 2-3=52.7, 3-4=89.2 Concentrated Loads (lb) JVert: 6=-34 1=141 2=141 5=107 8=141 9=141 10=141 11=141 12=-34 13=-34 14=-34 15=-34 / 3) Wind Right: Lumber Increase=1.33, Plate Increase=1.33 l/ Continued on page 2 Job. Truss Truss Type Qty Ply FRANK MILLER BLDRS. 2878 H01 ROOF TRUSS 1 2 nn-•.:r_,. ,_-I.. __IC C.. L. rye] 1 G.'l1.'l7 7!1l11 Onnn 7 WEST VOLUSIA TRUSS CONNECTION, DELAND,FL. 32724 4.0-32 s Aug 27 i99, rvuian LOAD CASE(S) Unform Loads (plf) Vert: 1-8=46.9, 8-9=46.9, 9-10=46.9, 10-11=46.9, 2-11=46.9, 2-3=46.9, 3-4=83.4, 6-12=-10.0, 12-13=-10.0, 13-14=-10.0, 14-15=-10.0, 5-15=-10.0, 3-5=-10.0 Horz: 1-8=56.9, 8-9=56.9, 9-10=56.9, 10-11=56.9, 2-11=56.9, 2-3=56.9, 3-4=93.4 Concentrated Loads (lb) Vert: 6=-34 1=141 2=141 5=107 8=141 9=141 10=141 11=141 12=-34 13=-34 14=-34 15=-34 4) 1st Wind Parallel: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-8=42.7, 8-9=42.7, 9-10=42.7. 10-11=42.7, 2-11=42.7, 2-3=42.7, 3-4=79.2, 6-12=-10.0, 12-13=-10.0. 13-14=-10.0, 14-15=-10.0, 5-15=-10.0, 3-5=-10.0 Horz: 1-8=52.7, 8-9=52.7, 9-10=52.7. 10-11=52.7, 2-11=52.7, 2-3=52.7, 3-4=89.2 Concentrated Loads (lb) Vert: 6=34 1=141 2=141 5=107 8=141 9=141 10=141 11=141 12=-34 13=-34 14=-34 15=-34 01 ooe Job Truss Truss Type Qty Ply FRANK MILLER BLDRS. 2878 I\ICCT\/!ll I ICI CJ09 T ROOF TRUSS 2 1 L vla.c 4.U-32 5 Aug 29 1997 MITek Industries, Inc. Fri Feb 23 15:31:24 2001 Page 1 2-9-15 5-1-15 9-10-13 2-9-15 5-1-15 4-8-13 1.77 12 3x5 = 4 5 2x5 -- 3x4 = 1.5x4 11 l 2-9-15 3 3-1 C 6-5-7 9-10-13 2-9-15 0-5-11 3-1-14 3-5-6 LOADING.(psf) SPACING 2-0-0 CSI DEFL (in) (loc) 1/deft PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.77 Vert(LL) 0.21 2 >154 M20 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.69 Vert(TL) 0.48 1-2 >75 BCLL 0.0 Rep Stress Incr NO WB 0.54 Horz(TL) 0.00 6 n/a BCDL 10.0 Code SBC/SBCCI (Matrix) Min Length / LL deft = 240 Weight: 46 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2ND TOP CHORD Sheathed or 3-4-0 on center pudin spacing, except end verticals. BOT CHORD 2 X 4 SYP No.2ND BOT CHORD Rigid ceiling directly applied or 4-1-14 on center bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size)-6=532/0-3-8. 8=891/0-11-5 Max Horz8=1 1 0(load case 2) Max Uplift6=-141(load case 2), 8=-778(load case 2) FORCES (lb) TOP CHORD 1-2=12, 2-3=1663, 3-9=-253, 4-9=-208, 4-5=-2, 4-6=-386 BOT CHORD 2-10=-1610, 8-10=-1610, 7-8=169, 7-11=140, 6-11=140 WEBS 3-8=-1927, 3-7=57; 4-7=84 NOTES 1) This truss has been designed for the wind loads generated by 100 mph winds at 12 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, 20 mi from hurricane oceanline, on an occupancy category 1, condition l enclosed building, of dimensions 110 ft by 70 ft with exposure C ASCE 7-93 per SBC/SBCCI If end verticals exist, they are not exposed to wind. If cantilevers exist, the left is exposed and the right is not exposed. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 2) Except as shown below, special connection(s) required to support concentrated load(s). Design of connection(s) is delegated to the building designer. 3) This truss is not designed for any type ceiling. Brace the bottom chord laterally at 10-0-0 on center. 4) All plates are M20 plates unless otherwise indicated. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 141 lb uplift at joint 6 and 778 lb uplift at joint 8. 6) This truss has been designed for both TPI-85 and ANSI/fPI 1-1995 plating criteria. 7) Load case(s) 1, 2, 3, 4 has been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. LOAD CASE(S) 1) Regular: Lumberincrease=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-54.0, 2-3=-54.0, 3-9=-54.0, 4-9=-54.0, 4-5=-54.0, 2-10=-20.0, 8-10=-20.0, 7-8=-20.0, 7-11=-20.0, 6-11=-20.0 Concentrated Loads (lb) Vert: 4=-163 6=-68 9=-201 10=-19 11=-94 2) Wind Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=79.2, 2-3=42.7, 3-9=42.7, 4-9=42.7, 4-5=120.9. 2-10=37.6. 8-10=37.6, 7-8=-10.0, 7-11=-10.0, 6-11=-10.0 Horz: 1-2=-89.2; 2-3=-52.7, 3-9=-52.7, 4-9=-52.7, 4-5=-130.9 Concentrated Loads (Ib) Vert: 4=141 6=-34 9=160 10=-9 11=47 3) Wind Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert; 1-2=79.2, 2-3=42.7, 3-9=42.7, 4-9=42.7, 4-5=120.9, 2-10=37.6, 8-10=37.6, 7-8=-10.0, 7-11=-10.0, 6-11=-10.0 Horz: 1-2=-89.2, 2-3=-52.7, 3-9=-52.7, 4-9=-52.7, 4-5=-130.9 Concentrated Loads (lb) Vert: 4=141 6=-34 9=160 10=-9 11=-47 4) 1st Wind Parallel: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=79.2, 2-3=42.7, 3-9=42.7, 4-9=42.7, 4-5=120.9, 2-10=37.6, 8-10=37.6, 7-8=-10.0, 7-11=-10.0, 6-11=-10.0 Horz: 1-2=-89.2, 2-3=-52.7, 3-9=-52.7, 4-9=-52.7, 4-5=-130.9 / Concentrated Loads (lb) Vert: 4=141 6=-34 9=160 10=-9 11=-47 Job Truss Truss Type Qty Ply FRANK MILLER BLDRS. 2878 H02 ROOF TRUSS 10 1 Wto I VULUWA I KUJJ UUNNLt ,.I IUN, UCLANUXL. JG/L4 5-10-1 2.50 12 11-4-11 5-6-9 4x4 = 7x6 = 7-8-4 LOADING (psf) SPACING 2-0-0 TCLL 20.0 Plates Increase 1.25 TCDL 7.0 Lumber Increase 1.25 BCLL 0.0 Rep Stress Incr YES BCOL 10.0 Code SBC/SBCCI LUMBER TOP CHORD 2 X 6 SYP No.2 BOT CHORD 2 X 6 SYP No.2 WEBS 2 X 4 SYP No.3 WEDGE Right: 2 X 4 SYP No.2NO REACTIONS (lb/size) 7=626/0-3-8, 4=757/0-8-0 Max Horz7=-243(load case 3) Max Uplift7=-326(load case 3), 4=-485(load case 3) FORCES (lb) TOP CHORD 1-7=-133, 1-2=-70, 2-3=-1337, 3-4=-1850, 4-5=21 BOT CHORD 6-7=1020, 4-6=1774 WEBS 2-7=-1072, 2-6=435, 3-6=-519 6-0-5 7-4-12 1$-Sr0 17-5-0 0-4-0 2-0-0 19-5-0 2-0-0 CSI DEFL (in) (loc) Ildefl PLATES GRIP TC 0.69 Vert(LL) 0.07 4-6 >999 M20 249/190 BC 0.65 Vert(TL) -0.12 4-6 >999 WB 0.80 Horz(TL) 0.02 4 n/a Matrix) Min Length / LL deft = 240 Weight: 113 lb BRACING TOP CHORD Sheathed or 5-5-6 on center purlin spacing, except end verticals. BOT CHORD Rigid'ceiling directly applied or 8-11-7 on center bracing. NOTES 1) This truss has been designed for the wind loads generated by 100 mph winds at 12 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, 20 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 110 ft by 70 ft with exposure C ASCE 7-93 per SBC/SBCCI If end verticals exist, they are not exposed to wind. If cantilevers exist, the right is exposed and the left is not exposed. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 2) All plates are M20 plates unless otherwise indicated. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 326 lb uplift at joint 7 and 485 lb uplift at joint 4. 4) This truss has been designed for both TPI-85 and ANSI/TPI 1-1995 plating criteria. LOAD CASE(S) Standard Job. Truss Truss Type Qty Ply FRANK MILLER BLDRS. 2876 H04 ROOF TRUSS 2 1 VVtJ I VULUJIA I KUJJ UUNNt:.I IUN, UCLANU,r-L. JC/L4 7-8-4 7-8-4 2.50112 2x4 11 1 2x4 11 4.U-JL S AUg ZU I VVI MI I eK Inousines, Inc. Mon veD Lb U`J:LU:I t LUUI rage 1 17-5-0 9-8-12 2-0-0 2x4 11 2x4 11 7x6 = 2x4 11 2x4 11 2x4 I I 2x4 11 7-8-4 17-5-0 7-8-4 9-8-12 LOADING (psf) SPACING 2-0-0 CSI DEFL (in) (loc) Vdefl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.17 Vert(LL) n/a - n/a M20 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.04 Vert(TL) 0.02 10 >999 BCLL 0.0 Rep Stress Incr YES WB 0.06 Horz(TL) 0.00 n/a BCDL. 10.0 Code SBC/SBCCI Matrix) Min Length / LL deft = 999 Weight: 108 lb LUMBER . BRACING TOP CHORD 2 X 6 SYP No.2 TOP CHORD Sheathed or 6-0-0 on center purlin spacing, except end verticals. BOT CHORD 2 X 6 SYP No.2 BOT CHORD Rigid ceiling directly applied or 2-0-0 on center bracing, Except: . WEBS 12 X 4 SYP No.3 OTHERS 2 X 4"SYP No.3 REACTIONS (lb/size) 17=58/17-5-0, 15=150/17-5-0, 9=306/17-5-0, 16=152/17-5-0, 14=144/17-5-0, 13=168/17-5-0, 12=54/17-5-0, 11=351/17-5-0 Max Horz 17=-2(load case 3), 9=-240(load case 3) Max Upliftl7=-35(load case 3),15=-81(load case 3), 9=-271(load case 3), 16=-75(load case 3), 14=-79(load case 3), 13=-79(load case 3), 12=-69(load case 3), 11=-123(load case 3) FORCES (lb) TOP CHORD 1-17=-43, 1-2=-13, 2-3=-13, 3-4=-10, 4-5=-12, 5-6=-13, 6-7=-8, 7-8=-23, 8-9=-32, 9-10=21 BOT CHORD 16-17=0, 15-16=0, 14-15=0; 13-14=0, 12-13=0, 11-12=0, 9-11=0 WEBS 2-16=-110, 3-15=-109, 5-14=-106, 6-13=-120,7-12=-47, 8-11=-246 NOTES 1) All plates are M20 plates unless otherwise indicated. 2) Gable requires continuous bottom chord bearing. 3) Gable studs spaced at 2-0-0 on center. 4) For studs exposed to wind, see MiTek "Standard Gable End Detail" 5)-Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 35 lb uplift at joint 17, 81 lb uplift at joint 15, 271 lb uplift at joint 9, 75 lb uplift at joint 16, 79 lb uplift at joint 14, 79 lb uplift at joint 13, 69 lb uplift at joint 12 and 123 lb uplift at joint 11. 6) This truss has been designed for both TPI-85 and ANSI/TPI 1-1995 plating criteria. LOAD CASE(S) Standard T2-0-9 7-6-9 13-0-0 21-6-0 28-6-0 37-0-0 r 45-6-0 52-0-0 56-7-0 2-0-0 7-6-9 5-5-7 8-6-0 7-0-0 8-6-0 8-6-0 6-6-0 4-7-0 5x7 11 2.50 12 9x10 M16 7 4x4 5x6= 4x4= 6 3 4 8 WO M16= 410 II 9x10 M16= T 9 - T5y 10 4711 44= 4 8 \W4 3 WW2 W2 3 W 6 4x12 M20H - Wg W7. 10 T 2 62 3;%' B41 18 17 16 15 14 13 12 11 1 0x1 0 M20H = 10x10 M20H= 44= 10x10= 9x10 M16= 45= 3x4 4x4 = 2-0-0, 7-6-9 13-0-0 1 28-6-0 1 37-0-0 45-6-0 52-0-0 1 56-7-0 2-0-0 5-6-9 5-5-7 8-6-0 7-0-0 8-6-0 8-6-0 6-6-0 4-7-0 LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING 2-0-0 Plates Increase 1.25 Lumber Increase 1.25 Rep Stress Incr YES Code SBC/SBCCI CSI TC 0.87 BC 0.89 WB 0.89 Matrix) LUMBER TOP CHORD 2 X 6 SYP No.2 BOT CHORD 2 X 6 SYP No.2 `Except' B1 2 X 6 SYP SS, B2 2 X 6 SYP SS WEBS 2 X 4 SYP No.3 'Except` W10 2 X 4 SYP No.2ND WEDGE Left: 2 X 8 SYP No.2 REACTIONS (lb/size) 2=220110-8-0, 11=2081/0-3-8 Max Horz2=263(load case 2) Max Uplift2=-1199(load case 2), 11=-990(load case 3) DEFL (in) (loc) Ildefl PLATES GRIP Vert(LL) 0.97 16-17 >693 M20 249/190 Vert(TL)-1.3016-17 >521 M20H 187/143 Horz(TL) 0.25 11 n/a M16 174/126 Min Length / LL deft = 360 Weight: 412 lb BRACING TOP CHORD Sheathed or 1-11-8 on center pudin spacing, except end verticals. BOT CHORD Rigid ceiling directly applied or 3-11-8 on center bracing. WEBS 1 Row at midpt 4-16, 5-15 2 Rows at 1/3 pts 6-14 FORCES (lb) TOP CHORD 1-2=21, 2-3=-8221, 3-4=-7748, 4-5=-6354, 5-6=-5090, 6-7=-3604, 7-8=-3605, 8-9=-3219, 9-10=-1932, 10-11=-2025 BOT CHORD 2-18=7985, 17-18=7985, 16-17=7562, 15-16=6177, 14-15=4928, 13-14=3121, 12-13=1899, 11-12=37 WEBS 3-18=24,3-17=-429,4-17=316,4-16=-1458,5-16=617,5-15=-1466,6-15=937,6-14=-1769,7-14=958,8-14=448,8-13=-735,9-13=1508,9-12=-1431,10-12=2381 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 100 mph winds at 12 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, 20 mi from hurricane oceanline,-on an occupancy category I, condition I enclosed building, of dimensions 110 ft by 70 It with exposure C ASCE 7-93 per SBC/SBCCI If end verticals exist, they are not exposed to wind. If cantilevers exist, the left is exposed and the right is not exposed. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) All plates are M20 plates unless otherwise indicated. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1199 lb uplift at joint 2 and 990 lb uplift at joint 11. 5) This truss has been designed for both TPI-85 and ANSI/TPI 1-1995 plating criteria. LOAD CASE(S) Standard M 2-0-0 1-0-0 2-0-0 1-0-0 2.50 12 , LOADING (psf) SPACING 2-0-0 CSI TCLL 20.0 Plates Increase 1.25 TC 0.34 TCDL 7.0 Lumber Increase 1.25 BC 0.00 BCLL 0.0 Rep Stress Incr YES WB 0.00 BCDL 10.0 Code SBC/SBCCI Matrix) LUMBER TOP CHORD 2 X 4 SYP No.2ND BOT CHORD 2 X 4 SYP No.2ND REACTIONS (lb/size) 3=-93/0-3-8, 2=262/0-3-8. 4=9/0-3-8 Max Horz2=42(load case 3) Max Uplift3=-93(load case 1), 2=-365(load case 2) Max Grav3=160(load case 2), 2=262(load case 1), 4=9(load case 1) FORCES (lb) TOP CHORD 1-2=12, 2-3=-56 BOT CHORD2-4=0 1- 0-0 DEFL ( in) (loc) Well PLATES GRIP Vert( LL) n/a n/a M20 249/190 Vert( TL) 0.07 1 >358 Horz( TL) 0.00 3 n/a Min Length / LL dell = 999 Weight: 6 lb BRACING TOP CHORD Sheathed. BOT CHORD Rigid ceiling directly applied or 0-11-5 on center bracing. NOTES 1) This truss has been designed for the wind loads generated by 100 mph winds at 12 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, 20 mi from hurricane oceanline, on an occupancy category 1, condition I enclosed building, of dimensions 110 ft by 70 ft with exposure C ASCE 7-93 per SBC/SBCCI If end verticals exist, they are not exposed to wind. If cantilevers exist, the left is exposed and the right is not exposed. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 2) All plates are M20 plates unless otherwise indicated. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 93 lb uplift at joint 3 and 365 lb uplift at joint 2. 4) This truss has been designed for both TPI-85 and ANSI/TPI 1-1995 plating criteria. LOAD CASE(S) Standard M Job , Truss Truss Type Qty Ply FRANK MILLER BLORS. 2878 J02 ROOF TRUSS 4 1 WtJi VULUWA I KUJJ UUI NWV I IUIV, UCLAIVU,r'L. JLI L9 2-0-0 2.50 12 2.5x4 = 3-0-0 4 2-9-8 , 3-0-0 2-9-8 0-2-8 LOADING (psf) SPACING 2-0-0 CSI DEFL (in) (loc) Vdefl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.37 Vert(LL) n/a - n/a M20 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.02 Vert(TL) 0.12 1 >212 BCLL 0.0 . Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a BCDL 10.0 Code SBC/SBCCI (Matrix) Min Length / LL defl = 999 Weight: 12 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2ND TOP CHORD Sheathed. BOT CHORD 2 X 4 SYP No.2ND BOT CHORD Rigid ceiling directly applied or 0-6-8 on center bracing. REACTIONS (lb/size) 3=27/0-3-8, 2=257/0-3-8, 5=35/0-8-0 Max Horz2=65(load case 3) Max Uplift3=-2(load case 3), 2=-292(load case 2) FORCES (lb) TOP CHORD 1-2=12, 2-3=-33 BOT CHORD 2-5=0, 4-5=0 NOTES 1) This truss has been designed for the wind loads generated by 100 mph winds at 12 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, 20 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 110 ft by 70 ft with exposure C ASCE 7-93 per SBC/SBCCI If end verticals exist, they are not exposed to wind. If cantilevers exist, the left is exposed and the right is not exposed. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 2) All plates are M20 plates unless otherwise indicated. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 2 lb uplift at joint 3 and 292 lb uplift at joint 2. 4) This truss has been designed for both TPI-85 and ANSI/TPI 1-1995 plating criteria. LOAD CASE(S) Standard 7 Job, Truss Truss Type Oty Ply FRANK MILLER BLDRS. 2876 J04 ROOF TRUSS 4 1 VVtb I VULUNA I KUbb UL)NNtG I IUN, UtLANUJ-L. 3Z/Z4 4.U-3Z s Aug Z11 1 `J`J/ MI I eK maus[nes, Inc. rn reD Z3 IJ:3 t:DL NV 1 rage 1 2-0-0 _ 5-0-0 2-0-0 5-0-0 2.50 r-12 2.5x4= Tl HW 2 H B1 2x6 I I U9 I I 2-0-0 0-4-0 2-8-0 LOADING (psf) SPACING 2-0-0 CS] DEFL (in) (loc) Vdefl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.57 Vert(LL) n/a - n/a M20 249/190 TCDL 7.0 Lumber Increase 1.25 8C 0.11 Vert(TL) 0.10 1 >247 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a BCDL 10.0 Code SBC/SBCCI Matrix) Min Length / ILL deft = 999 Weight: 27 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2ND TOP CHORD Sheathed. BOT CHORD 2 X 4 SYP No.2ND SOT CHORD Rigid.ceiling directly applied or 4-8-8 on center bracing. WEDGE Left: 2 X 8 SYP No.2 REACTIONS (lb/size) 3=101/0-3-8, 2=316/0-8-0, 4=47/0-3-8 Max Horz2=88(load case 3) Max Uplift3=-80(load case 3), 2=-289(load case 2) FORCES (lb) TOP CHORD 1-2=12, 2-3=19 BOT CHORD 2-4=0 NOTES 1) This truss has been designed for the wind loads generated by 100 mph winds at 12 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, 20 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 110 ft by 70 ft with exposure C ASCE 7-93 per SBC/SBCCI If end verticals exist, they are not exposed to wind. If cantilevers exist, the left is exposed and the right is not exposed. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 2) All plates are M20 plates unless otherwise indicated. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 80 lb uplift at joint 3 and 289 lb uplift at joint 2. 4) This truss has been designed for both TPI-85 and ANSI/TPI 1-1995 plating criteria. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply FRANK MILLER BLDRS, 2878 J07 ROOF TRUSS 31 1 WEST VOLUSIA TRUSS CONNECTION, DELAND,FL. 32724 4.0-32 s Aug 29 1997 MiTek Industries, Inc. Fri Feb 23 15:31:54 2001 Page 1 2-0-0 7-0-0 2-0-0 7-0-0 2-0-0 2-4-0 7-0-0 7r177 2-0-0 0-4-0 4-8-0 0-1-7 LOADING (psf) SPACING 2-0-0 CSI DEFL (in) floc) Vdefl PLATES GRIP TCLL 20.0 Plates Increase 1,25 TC 0.49 Vert(LL) n/a - n/a M20 2491190 TCDL 7.0 Lumber Increase 1.25 BC 0.24 Vert(TL) -0.13 2-5 >617 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.01 4 n/a BCDL 10.0 Code SBC/SBCCI Matrix) Min Length / LL defl = 999 Weight: 32 lb LUMBER TOP CHORD 2 X 4 SYP No.2ND BOT CHORD 2 X 4 SYP No.2ND SLIDER Left 2 X 6 SYP No.2 3-3-15 REACTIONS (lb/size) 4=163/0-3-8, 2=384/0-8-0. 5=68/0-3-8 Max Horz2=112(load case 3) Max Uplift4=-141(load case 3), 2=-310(load case 3) FORCES (lb) TOP CHORD 1-2=12, 2-3=-52, 3-4=26 BOT CHORD 2-5=0 BRACING TOP CHORD Sheathed or 6-0-0 on center pudin spacing. BOT CHORD Rigid ceiling directly applied or 6-9-15 on center bracing. NOTES 1) This truss has been designed for the wind loads generated by 100 mph winds at 12 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, 20 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 110 ft by 70 It with exposure C ASCE 7-93 per SBC/SBCCI If end verticals exist, they are not exposed to wind. If cantilevers exist, the left is exposed and the right is not exposed. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 2) All plates are M20 plates unless otherwise indicated. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 141 lb uplift at joint 4 and 310 lb uplift at joint 2. 4) This truss has been designed for both TPI-85 and ANSI/TPI 1-1995 plating criteria. LOAD CASE(S) Standard Job Truss Truss Type City Ply FRANK MILLER BLDRS. 2878 T01 ROOF TRUSS 2 1 WtJ I VULUNA I KUJJ UUNNr-%_ I IUIV, urLH1`1V,r L. JGJ [9 --, s nug to Iaar - on uwu-..., I-. , n , - - ,... -- -1 , ayv , r2-0-0 7-6-9 13-0-0 21-6-0 28-6-0 37-0-0 45-6-0 52-0-0 56-7-0 2-0-0 7-6-9 5-5-7 8-6-0 7-0-0 8-6-0 8-6-0 6-6-0 4-7-0 5x6 11 2.50 F 2 4x6 = 1 1 19 20 21 2 3x4 11 tA 9x10 M16 = 911 1 f 1 S 4 S 6 S 14 423 24 25 2 7 4 2930 45 = 3 4 5 6 7 6 S B S 0 S 2 S 2 S 0 S 2 2 1 u6 59857 56 55 54 53 52 8310 49 48 47 46 45 44 43 42 41 40 39 38736 35 34 33 3231 46 = 46 = 9x10 M 16 = 46 = 44 = 7-6-9 13-0-0 21-6-0 28-6-0 1 37-0-0 45-6-0 52-0-0 56-7-0 7-6-9 5-5-7 8-6-0 7-0-0 8-6-0 8-6-0 6-6-0 4-7-0 LOADING (psf) SPACING 2-0-0 CSI DEFL (in) (loc) I/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.19 Vert(LL) n/a - n/a M20 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.10 Vert(TL) 0.01 1 >999 M16 174/126 BCLL 0.0 Rep Stress Incr YES WB 0.12 Horz(TL) 0.00 n/a BCDL 10.0 Code SBC/SBCCI (Matrix) Min Length / LL defl = 999 Weight: 452 lb LUMBER BRACING TOP CHORD 2 X 6 SYP No.2 TOP CHORD Sheathed or 6-0-0 on center pudin spacing, except end verticals. BOT CHORD 2 X 6 SYP No.2 BOT CHORD Rigid ceiling directly applied or 2-0-0 on center bracing, Except: . WEBS 2 X 4 SYP No.2ND *Except* W12X4SYP No.3 OTHERS 2 X 4 SYP No.3 REACTIONS ( lb/size) 2=344/56-7-0, 58=-243/56-7-0, 31=79/56-7-0, 50=10/56-7-0, 42=142/56-7-0, 37=10/56-7-0. 43=147/56-7-0. 44=148/56-7-0. 45=148/56-7-0, 46=148/56-7-0, 47= 148/56-7-0, 48=148/56-7-0. 49=146/56-7-0, 51=138/56-7-0, 52=149/56-7-0, 53=148156-7-0, 54=144/56-7-0, 55=147/56-7-0 Max Horz2=268(load case 2), 31=-15(load case 1), 55=4(load case 1) Max Uplift2=-279(load case 2), 58=-243(load case 5), 31=-13(load case 2), 42=-11(load case 2), 43=-65(load case 2), 44=-82(load case 2), 45=-79(load case 2), 46=- 79(load case 2), 47=-79(load case 2), 48=-79(load case 2), 49=-80(load case 2), 51=-84(load case 2), 52=-78(load case 2), 53=-79(load case 2), 54=- 77(load case 2), 55=-76(load case 2) Max Grav50=10(load case 6), 42=142(load case 1), 37=10(load case 5), 43=149(load case 5), 44=149(load case 5), 45=148(load case 1), 46=148(load case 1), 47= 148(load case 5), 48=148(load case 5), 49=146(load case 1), 51=138(load case 5), 52=149(load case 5), 53=148(load case 1), 54=145(load case 5), 55= 147(load case 1) FORCES ( lb) TOP CHORD 1-2=21, 2-3=29, 3-4=-44, 4-5=-16, 5-6=-24, 6-7=-26, 7-8=-26, 8-9=-26, 9-10=-26, 10-11=-26, 11-12=-26, 12-13=-26, 13-14=-26, 14-15=-6, 15-16=-26, 16-17=-26, 17- 18=-26, 18-19=-26, 19-20=-26, 20-21=-26, 21-22=-26, 22-23=-26, 23-24=-26, 24-25=-26, 25-26=-26, 26-27=-14, 27-28=-26, 28-29=-26, 29-30=10, 30-31=-28 BOT CHORD 2-59=0, 58-59=0, 57-58=0, 56-57=0, 55-56=0, 54-55=0, 53-54=0, 52-53=0, 51-52=0, 50-51=0, 49-50=0, 48-49=0, 47-48=0, 46-47=0, 45-46=0, 44-45=0, 43-44=0, 42- 43=0, 41-42=0, 40-41=0, 39-40=0, 38-39=0, 37-38=0, 36-37=0, 35-36=0, 34-35=0, 33-34=0, 32-33=0, 31-32=0 WEBS 29-31=43, 19-42=-102, 18-43=-107, 17-44=-108, 16-45=-108, 15-46=-108, 13-47=-108, 12-48=-108, 11-49=-108, 10-51=-108, 9-52=-108, 8-53=-109, 7-54=-105, 6- 55=-106, 5-56=-134,4-57=18, 3-59=-352, 20-41=-107, 21-40=-108,22-39=-108, 23-38=-108, 24-36=-108, 25-35=-108, 26-34=-109, 28-33=-107,29-32=-66 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) All plates are M20 plates unless otherwise indicated. 3) All plates are 2x4 M20 unless otherwise indicated. 4) Gable requires continuous bottom chord bearing. 5) Gable studs spaced at 2-0-0 on center. 6) For studs exposed to wind, see MiTek "Standard Gable End Detail" 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 279 lb uplift at joint 2, 243 lb uplift at joint 58, 13 lb uplift at joint 31, 11 lb uplift at joint 42, 65 lb uplift at joint 43, 82 lb uplift at joint 44, 79 lb uplift at joint 45, 79 lb uplift at joint 46 79 lb uplift at joint 47, 79 lb uplift at joint 48, 80 lb uplift at joint 49, 84 lb uplift at joint 51, 78 lb uplift at joint 52, 79 lb uplift at joint 53, 77 lb uplift at joint 54, 76 lb uplift at joint 55, 100 lb uplift at joint 56, 160 lb uplift at joint 59, 65 lb uplift at joint 41, 82 lb uplift at joint 40, 78 lb uplift at joint 39, 83 lb uplift at joint 38, 81 lb uplift at joint 36, 78 lb uplift at joint 35, 78 lb uplift at joint 34, 84 lb uplift at joint 33 and 94 lb uplift at joint 32. 8) This truss has been designed for both TPI-85 and ANSIlTPI 1-1995 plating criteria. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply BLDRS. 2878 T02 ROOF TRUSS 1 2 FFAANKMILLER Wt51 VULUJIA I KUSS UUNNtU I IUN, UtLANU,YL. 62124 0 2-0-0 7-0-0 13-0- 2-0-0 7-0-0 6-0-0 9x10 M16= 4x12 M20H = 8x18 M20H = 4 19-0-0 25-0-0 6-0-0 6-0-0 9x10 M16= 4x4 = 4.U-3Z S Aug 29 1991 MI I eK Ina uStnes, Inc. 1-n I-eD Z3 1 D3Z:14 ZUU1 rage 1 3 1-0-0 37-0-0 43-0-0 49-0-0 56-7-0 6-0-0 6-0-0 6-0-0 6-0-0 7-7-0 2.50 12 5x6 11 9x10 M16 = 9 9x10 M16= 4x4 8 -_ 10 4x4 d 5x6 = W2 1 W2 3'—__ 12 W4 5 W7j 0 l B4 21 20 19 18 17 16 15 14 13 2x4 I 1 10x10 M20H = 44 = 10x10 M20H = 44 = 7x8 = 44 - 9x10 M16 = 3x4 11 2-0-0, 7-0-0 13-0-0 19-0-0 25-0-0 2-0-0 5-0-0 6-0-0 6-0-0 6-0-0 LOADING (psf) SPACING 2-0-0 CSI TCLL 20.0 Plates Increase 1.25 TC 0.90 TCDL 7.0 Lumber Increase 1.25 BC 0.99 BCLL 0.0 Rep Stress Incr NO WB 0.87 BCDL 10.0 Code SBC/SBCCI (Matrix) LUMBER TOP CHORD 2 X 6 SYP No.2 BOT CHORD 2 X 6 SYP No.2 *Except* B1 2 X 6 SYP SS, B2 2 X 6 SYP NoA D, B2 2 X 6 SYP No.1 D WEBS 2 X 4 SYP N0.3 *Except` W10 2 X 4 SYP No.2ND, W7 2 X 4 SYP No.2ND SLIDER Left 2 X 6 SYP No.2 2-5-2 REACTIONS (lb/size) 2=4746/0-8-0, 13=4806/0-3-8 Max Horz2=263(load case 2) Max Uplift2=-1199(load case 2), 13=-990(load case 3) 31-0-0 37-0-0 43-0-0 49-0-0 56-7-0 6-0-0 6-0-0 6-0-0 6-0-0 7-7-0 DEFL in) loc) Well PLATES GRIP Vert(LL) 0.46 19 >999 M20 2491190 Vert(TL) 1.42 19 >475 M20H 187/143 Horz(TL) 0.27 13 nla M16 174/126 Min Length LL dell = 360 Weight: 845 lb BRACING TOP CHORD Sheathed or 3-1-11 on center purlin spacing, except end verticals BOT CHORD Rigid ceiling directly applied or 10-0-0 on center bracing. WEBS 1 Row at midpt 8-16 FORCES (lb) TOP CHORD 1-2=21, 2-3=-19490, 3-4=-19425, 4-5=-18235, 5-6=-15700, 6-7=-13230, 7-8=-10719, 8-9=-8337, 9-10=-8340, 10-11=-7880, 11-12=-6253, 12-13=-4612 BOT CHORD 2-21=18996, 20-21=18969, 19-20=17828, 18-19=15254, 17-18=12882, 16-17=10385, 15-16=7652, 14-15=6031, 13-14=177 WEBS 4-21=412,4-20=-1177,5-20=727,5-19=-2791,6-19=1396,6-18=-2867,7-18=1887,7-17=-3272,8-17=2242,8-16=-3374,9-16=2558,10-16=667,10-15=-1261, 11-15=2121, 11-14=-2639, 12-14=6534 NOTES 1) 2-ply truss to be connected together with 10d Common(.148"x3") Nails as follows: Top chords connected with 1 row(s) at 0-9-0 on center. Bottom chords connected with 2 row(s) at 0-9-0 on center. Webs connected with 1 row(s) at 0-9-0 on center. 2) This truss has been checked for unbalanced loading conditions. 3) This truss has been designed for the wind loads generated by 100 mph winds at 12 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, 20 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 110 ft by 70 ft with exposure C ASCE 7-93 per SBC/SBCCI If end verticals exist, they are not exposed to wind. If cantilevers exist, the left is exposed and the right is not exposed. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 4) Except as shown below, special connection(s) required to support concentrated load(s). Design of connection(s) is delegated to the building designer. 5) All plates are M20 plates unless otherwise indicated. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1199 lb uplift at joint 2 and 990 lb uplift at joint 13. 7) This truss has been designed for both TPI-85 and ANSI/TPI 1-1995 plating criteria. 8) Load case(s) 1 has been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. LOAD CASE(S) Standard Except: 1) Regular: Lumber Increase=1.25, Plate Increase=1.25 / Uniform Loads (plf) r! Vert: 1-2=-54.0, 2-3=-54.0, 3-4=-54.0, 4-5=-126.0, 5-6=-126.0, 6-7=-126.0, 7-8=-126.0, 8-9=-126.0, 9-10=-126.0, 10-11=-126.0, 11-12=-126.0, 2-21=-20.0, 20-21=-44.0, 19-20=-44.0, 18-19=-44.0, 17-18=-44.0, 16-17=-44.0, 15-16=-44.0, 14-15=44.0, 13-14=-44.0 Concentrated Loads (lb) Vert: 21=-532 C'11fS rASiFiv 7o aie; avR[_ rn i Hll3 inO pU NG TO C H Oo' C JoaJGa JG2 A114 0 0 J02 0 54-70 7n--0—u lL T2vs5 /vc > i vu'NS ?c Tq /,6, E,r Lef/1 it/oirrD 3 H C/O Hc.Jt7-Z WEST VOLU`J IA TRUSS C ONNECTi ,I INC. 748 E. HWY. 92 Nume: FRANK; MILLER Description: PRESITAGE FLOORING DELAND,FL.32724 BLDRS Job: - 7c U/L) Address: Telephone: L'O` 4-738-7010 _ kale: 1 : 128 Pole: Drawn By_. Whole Building Performance Method for Commercial Buildings ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs FLA/COM-97 Version 2.2 Form 40OA-97 PROJECT NAME Prestige Flooring PERMITTING OFFICE: ADDRESS: _Lot 26 Sanford Cntr Pk Ph-2 Sanford Sanford CLIMATE ZONE: 5 OWNER: K PERMIT NO: AGENT: JURISDICTION NO 691500 BUILDING TYPE: _Business (Office) CONSTRUCTION CONDITION: New construction DESIGN COMPLETION: _Finished Building CONDITIONED FLOOR AREA: _1866.9 EQUIPMENTMAX. TONNAGE OF EQUIPPER SYSTEM: 5 COMPLIANCE CALCULATION: METHOD A A. WHOLE BUILDING PRESCRIPTIVE REQUIREMENTS: NUMBER OF ZONES: 2 DESIGN CRITERIA 42. 09 100.00 LIGHTING LIGHTING CONTROL REQUIRES HVAC EQUIPMENT COOLING EQUIPMENT 1. SEER 10.00 HEATING EQUIPMENT Et 1.00 AIR DISTRIBUTION SYSTEM INSULATION REQUIREMENTS 1. Unconditioned Space 6.00 2. No Ducts 0.00 REHEAT SYSTEM TYPES USED NO REHEAT SYSTEM is USED WATER HEATING EQUIPMENT PIPING INSULATION REQUIREMENTS 10. 00 4. 20 0. 00 RESULT PASSES PASSES PASSES N/ A PASSES N/ A COMPLIANCE CERTIFICATION: I hereby certify that the plans and specifications covered by this calcu- lation are liance with t Florida En rgy ffiqje PREPARED BY: DATE: 114 IO! f I hereby certify that this building is in compliance with the Florida Energy Efficiency Cod t' Pm 1 OWNER/AGENT: DATE: Review of the plans and specifica- tions covered by this calculation indicates compliance with the Florida Energy Efficiency Code. Before construction is completed, this building will be inspected r for compliance in accordance with Section 553.908, Florida Statutes. BUILDING OFFICIAL: DATE: 0 4 I hereby certify(*) that the system design is in ccMliance'vQith.the Florida Energy Efficiency Code. SYSTEM -DESIGNER REGISTRATIaN/,STATE,,`, ARCHITECT MECHANICAL: PLUMBING ELECTRICAL: LIGHTING -- SignatureSignature is required where -Florida law requires design to be=performed by registered design professionals. Typed names and registation'numbers may be used where all relevant information is contained on signed/sealed plans. BUILDING ENVELOPE SYSTEMS COMPLIANCE CHECK 401.------GLAZING--ZONE 1------------------------------------------------ v- Elevation Type U SC VLT Shading Area(Sgft)I South Residential 1 .69 .69 Continuous Ove 601 j West Residential, 1 .69 .69 Continuous Ove 1501 i Total Glass Area in Zone i = 2101 401. GLAZING-- ZONE 2------------------------------------------------v- Elevation Type U SC VLT Shading Area (Sgft) I I North Residential 1.23 1 1 None 01 Total Glass Area in Zone 2 = 01 Total Glass Area = 2101 402. -----WALLS--ZONE 1------------------------------------------------ {--- Elevation Type U Insul R Gross (Sgft) I 1 North 81100/3/411ISO Btwn 24"oc/5/8"Gyp 0.151 4.2 2761 South 8"CMU/3/4"ISO Btwu 24"oc/5/8"Gyp 0.151 4.2 2761 West 81,00/3/4"ISO Btwn 24"oc/5/8"Gyp 0.151 4.2 7231 Adjacent 8"CMU/3/4"ISO Btwn 24"oc/5/8"Gyp 0.151 4.2 7231 Total Wall Area in Zone i = 19971 402.--- -WALLS--ZONE 2------------------------------------------------ I--- ElevatioU Type U Insul R Gross(Sgft){ J j North . 81'CMU/3/4"IS0 Btwn'24"oc/5/8"Gyp 0.41 0 8331 South ::8.11CMU/3/4"ISO Btwn 24"oc/5/8"Gyp 0.41 0 8331 East 811CMU/3/411ISO Btwn 24"oc/5/8"Gyp 0.41 0 7001 East Mtl'Bldg wall/R-11 Batt .1 10 5601 West Mtl Bldg wall/R-11 Batt .1 10 5601 North Mtl Bldg wall/R-11 Batt .1 10 6671 South Mtl Bldg wall/R-11 Batt .1 10 6671 Total Wall Area in Zone 2 = 48201 Total Gross Wall Area = 68171 403.------DOORS--ZONE 1------------------------------------------------{--- Elevation Type U Area (Sgft) I I West 1-3/4 Steel Door-Fiberglass/Mineral woo 0.6.0 421 Adjacent 1-3/4 Steel Door-Fiberglass/Mineral woo 0.60 211 Total Door Area in Zone 1 = 631 403.------DOORS--ZONE 2 ------------------------------------------------ I --- Elevation Type U Area (Sgft) I I North 1-3/4 Steel Door-Fiberglass/Mineral woo 0.60 211 Total Door Area in Zone 2 = 211 Total Door Area = 841 404.- -----ROOFS.--ZONE 1------------------------------------------------ I--- TypeColor U Insul R Area(Sgft) J 1 Mtl Bldg Roof/R-19 Batt Light .03 30 18671. Total Roof Area in Zone 1 = 18671 404.------ ROOFS--ZONE 2-------------------------------- -- .---- --- {--- Type Color U Insul R Area (Sgft) Mtl Bldg Roof/R-11 Batt Light .084 11 58331 Total Roof Area in Zone 2 = 58331 Total Roof Area.= 7700J: N 405.-'=----FLOORS-ZONE 1------------------------------------------------( -- Type. Insul R Area (Sgft) 1 Slab on Grade/Uninsulated 0 18671 Total Floor Area in Zone 1 = 18671 405.------FLOORS-ZONE 2------------------------------------------------ I --- Type Insul R Area (Sgft) 1 I Slab on Grade/Uninsulated 0 58331 Total Floor Area in Zone 2 = 58331 Total Floor Area = 77001 406.------INFILTRATION -------------------------------------------------- I--- ICHECKI Infiltration Criteria in 406.1.ABCD have been met: i 1 MECHANICAL SYSTEMS - CHECK HVAC load sizing has been performed. (407.1.ABCD) I 407.------COOLING SYSTEMS -----------------------------------------------(--- Type No Efficiency IPLV i Tons( 1. Split System 1 10 0 5.001 2. No Cooling System 0 0 0 0.001 408.------HEATING SYSTEMS ----------------------------------------------- I--- Type No Efficiency BTU/hrl 1. Electric Resistance 1 1 341301 2. No Heating System 0 0 01 409.------VENTILATION --------------------------------------------------- I--- ICHECKI Ventilation Criteria in 409.1.ABCD have been met. I 410.-----AIR DISTRIBUTION SYSTEM----------------------------------------1--- CHECKI I--- Duct sizing and design have been performed. (410.1.ABCD) I I AEU Type Duct Location R-valuel I 1. Air Conditioners Unconditioned Space 61 2. None (Unconditioned Zone) No Ducts 01 CHECKI Testing and balancing will be performed_ (410.1.ABCD) I-----I--- I 1 411.-----PUMPS AND PIPING-ZONE-----------------------------------------i Basic prescriptive requirements in 411.1.ABCD have been met. I 1 PLUMBING SYSTEMS 411.-----PUMPS AND PIPING -ZONE Type 1. Circulating 411.-----PUMPS AND PIPING -ZONE Type 1. Circulating 1---------------------------------------I--- R-value/in Diameter Thickness! I 0 0 0) 2--------------------------------------- I--- R-value/in Diameter Thicknessf. I 0 0 01 412.-----WATER HEATING SYSTEMS -ZONE 1------------ ----------------------I--- Type Efficiency StandbyLoss InputRate Gallons{ r __ i E 412.-----WATER HEATING SYSTEMS -ZONE 2------------------------------ --I--- Type Efficiency StandbyLoss InputRate Gallonsl I ELECTRICAL SYSTEMS CHECKI 413.-----ELECTRICAL POWER DISTRIBUTION ---------------------------- Metering criteria in 413.1.ABCD have been met. I I 414. ----MOTORS- ------r---------------------------------------{----{--- Motor efficiencies in 414.1.ABCD have been met. 1 I 415.-- LIGHTING SYSTEMS -ZONE I --------------------------------------- Space Type No Control Type 1 No Control Type 2 No Watts Area(Sgft){ Reading, T 1 On/Off 6 None 0 1280 18671 Total Watts for Zone 1 = 12801 Total Area for Zone 1 = 18671 415.-----LIGHTING SYSTEMS -ZONE 2------------------------------- --I-__ Space Type No Control Type 1 No Control Type 2 No Watts Area(Sgft)l Fine Activ 1 On/Off- 6 None 0 960 58331 Total Watts for Zone 2 = 9601 Total Area for Zone 2 = 58331 Total Watts = 22401 Total Area = 77001 ICHECKI Lighting criteria in 415.1.ABCD have been met, i I I-----i- 16. Operation/maintenance manual 4ill-be provided to owner.(102.1)1 I PROJECT TITLE BUILDING TYPE BUILDING LOCATION BUILDING AREA (ft2) Prestige Flooring Business (Office) Sanford 7700 BUILDING ANNUAL ENERGY USE 11 DESIGN BUILDING BASELINE BUILDING I M BEATING ENERGY I I Electric Resistance 4.67 i Electric Furnace I 21.10 S 4 COOLING ENERGY i I Direct Expansion 17.44 Air Conditioner (PTAC) 11.94 I DOMESTIC HOT WATER ENERGY I i BUILDING MISCELLANEOUS Lights j 8.75 I 35.90 Equipment 14.20 I 14.20 SYSTEM MISCELLANEOUS I I Fans i 2.54 i 11.36 t PLANT MISCELLANEOUS i I TOTAL ENERGY CONSUMPTION 1 42.09 i 100.00 PASSES ****** PROJECT TITLE Prestige Flooring BUILDING TYPE Business (Office) BUILDING LOCATION : Sanford BUILDING AREA(ft2): 7700 BUILDING DESIGN : Exterior Lighting Power EXTERIOR.LIGHTING CRITERIA: 0 W AREA AREA AREA OR ALLOMANCE CODE DESCRIPTION LENGTH WATTS' Exterior Lighting Power Allowance 0.00 W Not Applicable **** LIGHTING SYSTEM CONTROL REQUIREMENTS: TOTAL EQUIVALENT SPACE -------- NO. --------- CONTROLS -------- CONTROL POINTS NO. DESCRIPTION AREA. TASKS TYPE 1 NO. TYPE 2 NO. DESIGN CRITERIA 26 Reading, T 1866.9 1 ;On/Off 6=None 01 6> 2 46 Fine Activ 5833.1 1 ;On/Off 61None 0; 6 2 t* PASSES PROJECT TITLE Prestige Flooring BUILDING TYPE Business (Office) BUILDING LOCATION : Sanford BUILDING AREA(ft2): 7700 HVAC SYSTEM REQUIREMENTS: Cooling System; Measure ;Minim.lMi.ni.m.; System ; System ; Result ; Result Type 1#1 #2; #1 t- #2 f Eff.#1 ; Eff.#2 ; for #1 ; for #2 Split Sys. ;SEER ; 10.001 0.001 10.00 ; 0.00 ; PASSES ; Heating System; Measure ; Minimum Req.; Efficiency' ; Result Ele. Resis. ; Et ; ; 1-:00 ; N/A PASSES ******** AIR DISTRIBUTION SYSTEM INSULATION REQUIREMENTS: Zone # Duct Location Minimum R-Value Design R-Value Result 1. Unconditioned Space 4.20 6.00 PASSES 2. No Ducts 0.00 0.00 N/A PASSES ******** PROJECT TITLE Prestige Flooring BUILDING TYPE Business (Office) BUILDING LOCATION : Sanford BUILDING AREA(ft2) : 7700 WATER HEATING SYSTEM REQUIREMENTS System ;Measure; Minimum ; Maaimum_11 Design = Design ;Result. Type ; ; EF / Et ; SL ; EF / Et ; SL ; Not Applicable **** PIPING INSULATION REQUIREMENTS: Pipe Insulation Thickness(in) System Type 11 O.D.(in); Minimum Req. ; Design : Result t--------------- Not Applicable **** N-Master(c) COMMERCIAL HEAT LOSS / GAIN Based on ACCA MANUAL N b9MIAL N Copyrighted (c) 1988 by ACCA Project name : Prestige Flooring Address : Lot 26 Sanford Cntr Park Ph 2 I City/State : Sanford I Owner : I Builder : Frank Micheal Miller t HVAC contr.: Brunson Elect i COOLING PARAMETERS Geographical Location ----> State FLORIDA City Sanford North Latitude / Elevation 1 28 ° / 14 Ft. Above Sea Level Relaltive Himidity 1 50 $ Grains / Lb. (inside) 1 64 Outdoor Dry Buld (Deg F°) I 93 ° Outdoor Wet Bulb (Deg F°) I 76 ° Indoor Dry Bulb (Deg F°) I 75 ° Indoor Wet Bulb (Deg F°) I 62.3 ° Outdoor Huunidity Ratio I 110 Daily Range I 16 ° Peak Load Time 1 1.600 Hours Temperature Differance (Td) (Deg F°) 18 ° Cooling Load Td Correction (Deg F°) 1 3°(+) HEATING StU*1ARY COOLING SUM,ARY TOTAL LOSS : 35462.59 TOTAL SENSIBLE 48771.43 LATENT GAINS 5753.6 TOTAL GAIN 54525.03 SENSIBLE OVERSIZE @ 20% 9754.285 HVAC Equipment Manufacturer Htg System 10km @ 34.1 MBTU COP/HSPF 1 Heating Cooling Clg System 5 Ton @ 60.0 MBTU S) EER 10 Air handler Vert @ 2000 cfm HTG AIR FLAW FACTOR = .056397 CLG AIR FLOW FACTOR = .041008 ZONE CFM = 971.3166 ZONE CFM = 2000..019 SENSIBLE HEAT RATIO = .89 SOLAR-- GLASS- - - ------------------------ ---------w__ TYPE GLASS FACES AREA. SG U-VALUE LOSS/BTUH GAIN/BTUH SINGLE TINT 'South 60 .69 2220 1035 SINGLE TINT West 150 .69 5550 18630 j GLASS CONDUCTION--------------------------------------------------------- SINGLE TINT 60 1 843 820.0 SINGLE TINT 150 1 2103 2045.65 WALLS- - - - ----- ---------------------------------------------.---- WALL FACES AREA R-VALUE U-VALUE LOSS/BTUR GAIN/BTUH North .` 275:5011 4.2 151 153.9:22 665.61 TYPE :6 n.CONC:.N/W-BLK, South 215.5011 4.2 151 1204 878.6 TYPE :8in.d0NC.N/W;'BLK West. 532.1 4.2 151 2972.84 1687.29: TYPE :8in.CONC.N/W BLK ADJACENT 532.1 4.2 151 1040'.494 614.655.. TYPE :8inXQNC-N/W..BLK ADJACENT WALL 'SUB TOTAL 6756.554 3.846.155 DOORS-- -- -------•-------- --- ---------------------------- - -- ----- -- DOOR FACES AREA R-VALUE U-VALUE LOSS/BTUH GAIN/BTUH North 21 n/a 36 945 120.96 TYPE :STEEL West, 42 n/a 36 1890 241.92 TYPE" " : STEEL DOOR SUB TOTAL 2835 362.88 CEILINGS'--_---_ ------- ---------------------- ----------- AREA R-VALUE U-VALUE LOSS/BTUH GAIN/BTUH`. TYPE" WITH SUSPENDED:CEILING ROOF.. COLOR: LITE 18661.9 30 03 2072.26 3640:46 ' FLOORS------ ------------- -- -------------------------------- SLAB PERIMETER 123.34 0 81 3996.21:6 000.00 STRUCTURAL SUB TOTALS 26397.03 30400.59 OTHER,SENSIBLE GAINS PEOPLE 8 N/A 2000 FLOUR/LIGHTING, 1280 Watts N/A 4425.34 j ICAND/LIGHTING. 0 '' N/A 0: INTERNAL GAINS N/A 6000 VENTILATION 120 CFM 4440 2332.8', ROOM SENSIBLE 30837.03 45158.7'3 DUCT LOSS & GAIN 4625.555 - 3612.698 TOTAL SENSIBLE 35462.59 48771,:43 .-------------------------------------------------------------------- LATENT GAINS PEOPLE N/A 2000 VENTILATION N/A 3753,6, TOTAL LOAD. 35462.59 54525.03