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18000 Stonebrook Dr 01-1470- Bldg 101- ELECTRICALPERMIT ADDRESSCL'j CONTRACTOR _ WINTER PARK CONSTRUCTION 221 CIRCLE DR. ADDRESS - MAITLAND, FL 32751 407)644-8923 Fglffrf u I ME PROPERTY OWNER AIMCO, INC 2180 W. HWY 434 ADDRESS LONGWOOD, FL 32779 407) 682-7227 ELECTRICAL CONTRACTOR Tr'i - C e c- I') MECHANICAL CONTRACTOR PLUMBING CONTRACTOR MISCELLANEOUS CONTRACTOR R rX, FEE MISCELLANEOUS CONTRACTOR PERMIT NUMBER FEE SUBDIVISION PERMJ* DATE f/ 13 /0 PERMIT DESCRIPTION) 6i 6 cA j, qa V PERMIT VALUATION SQUARE FOOTAGE_ J/A! I FEMA REC'D- &IJ SLAB REC'd tJ3 INSPECTOR REQUEST FOR FINAL INSPECTION CERTIFICATE OF OCCUPANCY/COMPLETION MULTI -FAMILY APARTMENT BUILDING**** DATE PERMIT # C/ - \ 1 ADDRESS PROJECT j. Lt)J.S CONTRACTOR The Building Division has received a request for a final inspection and a Certificate of Occupancy for the above referenced address. We would appreciate a final inspection of the site by your department. Approval by your department would result in a granting a C.O. for the address. If you have any issues that the contractor will need to address, please submit a statement for denial of C.O. or a conditional agreement to be attached to the C.O. Thank you for your cooperation. Engineering j Public Works Utilities R A q /0 k Conditions: (to be completed only if approval is conditional) Olt , 1111'_1 .. ....... . 19/2001 14:36 FAX 407 481 8447 HARTMAN & ASSOCIATES 1 002/002 PKINCIPA(S 6 Aid C., 11wiman, P.L. DEE ltarolcl F. Sch-ld1jr. RE, 011'13 Jam" E. rAwrim-pher. P.E. Owl" W. 012ke. P6 Mark A Jkynn1nf,P.F.,MRAMarkItA*C. P. M. Wd1ka,uMM,M*e(.PE. SANIOR XSSOUATFS zachoy Putter, Ps Marco 11, Rocca, C. M.C. J. Rk:t%,Ifd Voo,hrcs, P.R. Mit Rkrkck K PE. Awmocr. E. Jenkins. Ps M. HARTmAN & ASSOCIATES, INC. engineers, hydrogeologists, surveyors & management consultants Mr. David Richards City of Sanford 300 N. Park Avenue Sanford, FL 32772 September 19, 2001 HAI #98-244.03 File 9.1 Subject: Stonebrook Apartment$ Phase 2 Certificate of Occupancy for Building #1 and Guardhouse Dear Mr. Richards: ASSOCIATES Dousin r outtex", P.G. J.') D. Fox, TT' Ja- rs E. GcAdc., P.G. TTOy E. IAYM, P.E. AAdrew T wondcor k. FF, Daryl (;, Waik, PE Gnm C. MAIdlow, WBA, John Moiney, PT W Tld as RcAvm, 111, P F. Michael D.Nmer, Mi. Muk"' Gabriel, PT George S. Kim, W'A Wohco I R-pp, M rnadcr L.Wo.W1, PE, Llbdd Shag, PT, This letter is to certify that the site improvements for the subject project have been completed substantially in accordance with the City approved Drawings. This engineer's assessment is based on my field review of the completed improvements on Saturday, September 15, 2001. Please do not hesitate to call if you should have any questions or comments regarding this matter. Very truly yours, Hartman & Associates, Inc. Roderick K. Cashe, P.E. Senior Associate Florida Registration #45169 RKC/ dgA18-244.03/Wn,esp/Ccrt ofO=p cc: George Cook, AIMCO Keino Fubert-Jacobs, FKA Eric Kuritzky, WPC Roberto Cintron, E1, HAI 201 EAST PINE S"I*REET - SUITY, 1000 - ORLANDO, FL 32801 TELEPHONE ( 407) 839-3955 FAX (407) 839-3790 - wwwconsulthati.coll I ORLANDO FORT MYERS PLANTATION JACKSONVILLE DEST N FEMA REC'D- _j SLAB REC I d- INSPECTOR r REQUEST FOR FINAL INSPECTION ___ CERTIFICATE OF OCCUPANCY/COMPLETION MULTI -FAMILY APARTMENT BUILDING**** DATE Z-c)q-C)1 Az,Y4 PERMIT # 0 \-A ADDRESS S ne_Lroc)L hR, PROJECT A)P+S Pk Se_ Z, CONTRACTOR jkfi(L P6P' CQCE;"/-. The Building Division has received a request for a final inspection and a Certificate of Occupancy for the above referenced address. We would appreciate a final inspection of the site by your department. Approval by your department would result in a granting a C.O. for the address. If you have any issues that the contractor will need to address, please submit a statement for denial of C.O. or a conditional agreement to be attached to the C.O. Thank you for your cooperation. Engineerin Public Works Utilities Zo6 F1, Conditions: (to be completed only if approval is conditional) T A-, I LL CITY OF SANFORD. FL UTILITIES DEPARTMENT REQUEST FOR FINAL REINSPECTION DATE 91 0 ADDRESS 5i,lr -rCONTRACTOR THE BUILDING DEPARTMENT HAS PREPARED A C.OF O. FOR THE ABOVE LOCATION AND THE INITIAL INSPECTION WAS DENIED DUE TO UTILITY RELATED ITEMS. THE CONTRACTOR IS REQUESTING A REINSPECTION OF RELATED ITEMS AND IS NOW AS FOLLOWS. C C' INSPECTOR GERTIRGATE DE OCCUPANCY ADDENDUM OWNER:__ f,6'Jc( ,Yl ADDRESS: I DATE: REASON FOR DISAPPROVAL: CONDITIONAL AGREEMENT: FIRE DEPARTMENT UTILITIES PUBLIC WORKS ENGINEERING FEMA REC'D SLAB REC'd Awl INSPECTOR REQUEST FOR FINAL INSPECTION CERTIFICATE OF OCCUPANCY/COMPLET%N S MULTI -FAMILY APARTMENT BUILDINGF-*"'; DATE PERMIT # ADDRESS l:00 c.. One_ PROJECT r) e I -A CONTRACTOR CA J The Building Division has received a request for a final irmpec6WaM W Certificate of Occupancy for the above referenced address. We would appreciate a final inspection of the site by your department. Approval by your department would result in a granting a C.O. for the address. If you have any issues that the contractor will need to address, please submit a statement for denial of C.O. or a conditional agreement to be attached to the C.O. Thank you for your cooperation. 6z /N Engineering Fire Public Works Utilities Conditions, (lobe completed only if approval is conditional} -k e' DAILY INSPECTION 1.06 DAILY INSPECTION LOG PROJECT: ' p / F' ( 71, DATE: 1 W Lj- 4 V TF • f.i a /e/v t E'er t t n l- r t1 ! - S 600 -- 3 a s n 2Si v s Lj f'S i g f ` a k c i e "" p• kr"' p# c F a R F eN Q eW 0 Inspector's Signature: FEMA REC'D SLAB REC'd INSPECTOR REQUEST FOR FINAL INSPECTION ON CERTIFICATE OF OCCUPANCY/COMPLEW N 1V J.j MULTI -FAMILY APARTMENT BUILDIN4 (7-u*j"; i DATE PERMIT # ADDRESS SA)Dr)e_Lr3oL h()" PROJECT r) e k r 3 (D V, A'047' 21 fill CONTRACTOR IkIalff :x"' The Building Division has received a request for a final irmpecabrram Certificate of Occupancy for the above referenced address. We would appreciate a final inspection of the site by your department. Approval by your department would result in a granting a C.O. for the address. If you have any issues that the contractor will need to address, please submit a statement for denial of C.O. or a conditional agreement to be attached to the C.O. Thank you for your cooperation. bzll\ 1 j Engineering Fire Public Works Zoni Utilities Licensi Conditions: ( to be completed only if approval is conditional) C..) M 41 A—) PI-0-t ql-.d bi. FEMA REC'D. Aj J SLAB REC'd INSPECTOR REQUEST FOR FINAL INSPECTION CERTIFICATE OF OCCUPANCY/COMPLEMN MULTI -FAMILY APARTMENT BUILDING "*'" 7=2 DATE PERMIT # ADDRESS PROJECT 2_kr_3tD CONTRACTOR— J The Building Division has received a request for a final inspectibWa6d h,' Certificate of Occupancy for the above referenced address. We would appreciate a final inspection of the site by your department. Approval by your department would result in a granting a C.O. for the address. If you have any issues that the contractor will need to address, please submit a statement for denial of C.O. or a conditional agreement to be attached to the C.O. Thank you for your cooperation. Engineering Fire Public Works Utilities Conditions: (to be completed only if approval is conditional) FEMA REC'D. /V J SLAB REC'd INSPECTOR REQUEST FOR FINAL INSPECTION CERTIFICATE OF OCCUPANCY/COMPLETION MULTI -FAMILY APARTMENT BUILDING**** DATE PERMIT # ADDRESS C)oo h(?' PROJECT Le-L5 CONTRACTOR_ Lf, The Building Division has received a request for a final inspection and a Certificate of Occupancy for the above referenced address. We would appreciate a final inspection of the site by your department. Approval by your department would result in a granting a C.O. for the address. If you have any issues that the contractor will need to address, please submit a statement for denial of C.O. or a conditional agreement to be attached to the C.O. Thank you for your cooperation. Engineerin Public Works Utilities Conditions: (to be completed only if approval is conditional) n -q rosinq A/T CITY OF SANFORD FIRE DEPARTMENT FEES FOR SERVICES HON ENE # 407-302-1091 FAX #: 407-330-5677 DATE:- , 5, o ( PERMIT #: BUSINESS NAME / PROJECT: ADDRESS: U z 4b PHONE NO.: FAX NO.: CONST INSP f C / 0 INSP.:w REINSPECTION PLANS REVIEW F. A. S. HOOD PAINT BOOTH BURN PERMIT TENT PERMIT [ ] TANK PERMIT OTHER [ I TnTAT. FFF.q-.t PER UNIT SEE BELOW) Address f Bldy- # Unit # Square Footage Fees per Bldg. f 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, Fl. 32771 Phone # -407- 330-5656. Proof of Payment must be made to Fire Prevention division before any further services can take place. I certify that the above is true and correct and that I will comply with all applicable codes and ordinances of the City of Sanford, Florida, Sanford Fire Prevention Divi Applicant's Signature FEMA REC'D. IV J SLAB REC'd 1.'j3 INSPECTOR REQUEST FOR FINAL INSPECTION CERTIFICATE OF OCCUPANCY/COMPLETION MULTI -FAMILY APARTMENT BUILDING**** DATE PERMIT # ADDRESS IZDc)(D 'E)A)DnLCOOL LR, PROJECT A'PAS pkc'se- CONTRACTOR ( Ali al PbP C3jS±/-. The Building Division has received a request for a final inspection and a Certificate of Occupancy for the above referenced address. We would appreciate a final inspection of the site by your department. Approval by your department would result in a granting a C.O. for the address. If you have any issues that the contractor will need to address, please submit a statement for denial of C.O. or a conditional agreement to be attached to the C.O. Thank you for your cooperation. Engineering_ Public Works Utilities Conditions: ( to be completed only if approval is conditional) ni Apartment Investment and Management Company August 2, 2001 CITY OF SANFORD 300 North Park Avenue Sanford, FL 32771 RE: STONEBROOK — PHASE 11 BUILDING #1 — PERMIT #01 -1470 TO WHOM IT MAY CONCERN: Please accept this letter as our request for early release of power on the above referenced permit. We guarantee no occupancy will be allowed until we are in receipt of the Certificates of Occupancy. If you have any questions, please contact me through my Longwood Office. We appreciate your consideration of our request. S jqcerely, George Cook Vice President — Redevelopment GWC/se 2180 Wisr ST,\:rt-- ROAD 434 - SUITE 6116 - LONGWOOD, FLORIDA 32779 - Ti]-ITHONE 407-682-7227 - FACSIMILE 407-682-0073 CITY OF SANFORD ELECTRICAL PERMIT APPLICATION Permit Number Date: The undersigned hereby applies for a permit to install the following plumbing: Owner's Name. Address of Job: zc4 Electrical Contractor. Residential: Addition, Alteration, Repair (Residential —&N—on-Riisidential) Number T Amount New Residential: AMP Service New Commercial: AMP Service Change of Service: From AMP Service to AMP Service Manufactured Building Other: Description of Work: 7 Z) A Application Fee. 10. 00 TOTAL DUE: By Signing this application I am stating that I am in compliance with City of Sanford Electrical Code. Applicant' s Signature State License Number CITY OF SANFORD ELECTRICAL PERMIT APPLICATION Permit Number. Date: --&71K1Y The undersigned hereby applies for a Permit to install the following plumbing: Owner'sName: A, //, . - 7— -.V- - Address of Job: Electrical Contractor. Residential: 0 By Signing this application I am stating that I am in compliance with City of Sanford Electrical Code, Applicant' s Signature zfcee 00 2c,3 State License Number CITY OF SANFORD ELECTRICAL PERMIT APPLICATION Permit Number. C / Date: —z 714W) The undersigned hereby applies for a permit to install the following plumbing: Owner's Name: I,, , A., , A,, - i- - Address of Job: Electrical Contractor. Residential: 0 Addition, Alteration, Re it (Residential & Non -Residential Number Amount New Residential: AMP Service New Commercial: AMP Service Chan of Service: From ALAE Service to AMP Service Manufactured Building Other: Descrietion of work: A2plication Fee: iaoa ITOTAL E: BY Signing this application I am stating that I am in compliance with City of Sanford Electrical Code. Applicant's Signature State License Number CITY OF SANFORD ELECTRICAL PERMIT APPLICATION Permit Number. L- Date: livaL The undersigned hereby applies for a Permit to install the following plumbing: Owner's Name: A, i A,. - 7- Y- - Address of Job: 0 Electrical Contractor. Residential: Addition, Alteration, Re air (Residential & Non-Residentian Number Amount New Residential: AMP Service New Commercial: AMP Service Change of Service: From AMP Service to AMP Service Manufactured Buildin Other: Descrigtion of Work: Aeplication Fee: TOTAL DUE: By Signing this application I am stating that I am in compliance with City of Sanford Electrical Code. Applicant's Signature State License Number CITY OF SANFORD ELECTRICAL PERMIT APPLICATION Permit Number. LL- / L- I Date: 71K)l The undersigned hereby applies for a permit to install the following plumbing: Owner's Name: Address of Job: Electrical Contr, Reside Addition, Alteration, Repair (Residential & Non -Residential) Number Amount New Residential: AMP Service New Commercial: AMP Service Change of Service: From AMP Service to AMP Service Manufactured Building Other: Description of Work: Aeelication Fee: 10,00 TOTAL DUE: By Signing this application I am stating that I am in compliance with City of Sanford Electrical Code, Applicant's Signature fC42!2 ooj. State License Number CITY OF SANFORD FIRE DEPARTMENT FEES FOR SERVICES PHONE # 407-302-1091 * FAX #: 407-330-5677 DATE: - BUSINESS NAME / PROJECT:'-5"i ) J'-,c 1"o, ADDRESS: iov-?> PHONE NO.: FAX NO.: PERMIT #: 11(J CONST. INSP. [ ] C / 0 INSP.:[ I REINSPECTION [ ] PLANS REVIEW [ I F. A. [-,r F.S. [ ] HOOD PAINT BOOTH BURN PERMIT TENT PERMIT [ ] -TANK PERMIT OTHER [ TOTAL FEES: $ COMMENTS r i, L 13J'P o 2. 6tr k1 3. 6. 7. 8. 9. 10. 12. 13. 14. 15. 16. 17. 18. 19. 20. C .4 q A CO Address / Blda. # / Unit # PER UNIT SEE BELOW) Square Footage Fees 12er Bldg. / Uni Fees must be paid to Sanford Building Department, 300 N. Park Ave., Sanford, Fl, 32771 Phone # -407- 330-5656. Proof of Payment must be made to Fire Prevention division before any further services can take place. I certify that the above is true and correct and that I will comply with all applicable codes and ordinances of the City of Sanford, Vlorida,, me,µ...--"` ,.. ' g} .^``,/, F RF .-, `, p'k' %' "..• Sanford Fire Prevention Division /Applicant's Signature r FORM 60OA-97 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Whole Building Performance Method A Project Name: STONEBROOK 11 APTS C1T Builder: Address: UNIT C1 TOP Permitting office: SEMINOLE COUNTY City, State: , FL Permit Number: Owner: 99089 Jurisdiction Number: 691000 Climate Zone: Central I . New construction or existing New __.. 12. Cooling systems 2. Single family or multi -family Multi -family _ a. Central Unit Cap: 24.0 kBtu/hr 3. Number of units, if multi -family 1 SEER: 10.00 4. Number of Bedrooms 3 b. N/A 5. Is this a worst case? Yes _ 6. Conditioned floor area (f.2) 1157 ft' c. N/A _ 7. Glass area & type a. Clear - single pane 132.0 ft' _ 13. Heating systems b. Clear - double pane 0.0 W _ a. Electric Strip Cap: 12.3 kBtu/lir _ c. Tint/other SC/SHGC - single pane 0.0 fta COP: 1.00 d. Tint/other SC/SHGC - double pane 0.0 ft2 b. N/A 8, Floor types a. N/A c. N/A b. N/A c. N/A 1 14. Hot water systems 9. Wall types a. Electric Resistance Cap: 40.0 gallons a. Frame, Wood, Exterior R=11.0, 885.0 ft' EF: 0.89 b. N/A b. N/A c. N/A _ d. N/A c. Conservation credits _ e. N/A HR-Heat recovery, Solar 10. Ceiling types i DHP-Dedicated heat pump) a. Under Attic R=30.0, 1157,0 ft' _ 15. HVAC credits T b, N/A CF-Ceiling fan, CV -Cross ventilation, c. N/A HF-Whole house fan, l t . Ducts PT -Programmable Thermostat; a. Sup: Unc. Rct: Con. AH: Interior Sup. R=6.0, K0 ft RB-Attic radiant barrier, b. N/A MZ-C-Multizone cooling, MZ-H-Multizone heating) Glass/Floor Area: 0.11 Total as -built points: 19670.00 PASSt-1 SSTotalbasepoints: 20965.00 hereby certify that the pl and,specifications covered I Review of the plans and TKE sra F4bythiscalculationareinIewiththeFloridaspecificationscoveredbythisyaFs Energy Code. calculation indicates complianceF,' n PREPARED BY: with the Florida Energy Code. Before construction is completed a DATE: 2 ` i this building will be inspected for u I hereby certify that this building, as designed, is in j compliance with Section 553.908G a compliance with the Florida Energy Code. Florida Statutes. wE OWNERIAGENT: BUILDING OFFICIAL: DATE: DATE: Mv EnergyGauge@ (Version: FLRCNA-200) t FORM 60OA-97 SUMMER CALCULATIONS 111j;q- 11111111p 1 1111 1;y i I 11"11i riq; r" I Oil 1 11 Oil 111[i! 1 logo ADDRESS: UNIT C1 TOP,, FL, PERMIT #: BASE AS -BUILT GLASS TYPES 18 X Conditioned X BSPM = Points Overhang Floor Area Type/SC Ornt Len Hgt Area X SPM X SOF Points 18 1157.0 42.08 8763.0 Single, Clear E 0.0 0.0 102.0 59.31 1.00 6049.3 Single, Clear S 0.0 0.0 30.0 44.66 1.00 11339.7 As -Built Total: 132.0 7389.0 WALL TYPES Area X BSPM Points Type R-Value Area X SPM Points Adajcent 0.0 0,0 0.0 Frame, Wood, Exterior 11.0 885,0 1.90 1681,5 Exterior 885.0 1.90 1681.5 Base Total: 885.0 1681.5 As -Built Total: 885.0 1681.5 DOOR TYPES Area X BSPM Points Type Area X SPM Points Adjacent 0.0 0.00 0.0 Exterior 0.0 0.00 0.0 Base Total: 0.0 0.0 As -Built Total: 0.0 0.0 CEILING TYPES Area X BSPM Points Type R-Value Area X SPM Points Under Attic 1157.0 0.60 6942 Under Attic 30.0 1157,0 0.60 694.2 Base Total: 1157.0 694.2 As -Built Total: 1157.0 694.2 FLOOR TYPES Area X BSPM Points Type R-Value Area X SPM Points Slab 0.0(p) 0,0 0.0 Raised 0.0 0.00 0.0 Base Total: 0.0 As -Built Total: 0.0 INFILTRATION Area X BSPM Points Area X SPM Points 1157.0 14.31 16556.7 1157.0 14.31 16556.7 Summer Base Points: 27695.4 Summer As -Built Points: 26321.4 Total Summer X System = Cooling Total X Cap X Duct X System X Credit Cooling Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points 26321.4 1.000 0.971 0.341 1.000 8714.6 27695.4 0.3577 9906.7 26321.4 1.00 0.971 0.341 1.000 8714.6 EnergyGauge Tm DCA Form 60OA-97 FORM 60OA-97 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details I ADDRESS: UNIT C1 TOP,, FL, PERMIT #: I BASE AS -BUILT GLASS TYPES 18 X Conditioned X BWPM = Points Overhang Floor Area Type/SC Ornt Len Hgt Area X WPM X WOF Points 18 1157.0 4.79 997.5 Single, Clear E 0.0 0.0 102.0 9.96 1,00 1016.2 Single, Clear S 0.0 0.0 30.0 7.73 1.00 231,9 As -Built Total: 132.0 1248.2 WALL TYPES Area X BWPM Points Type R-Value Area X WPM Points Adajcent 0.0 0,0 0.0 Frame, Wood, Exterior 11,0 885,0 2.00 1770,0 Exterior 885.0 2.00 1770.0 Base Total: 885.0 1770.0 As -Built Total: 885.0 1770.0 DOOR TYPES Area X BWPM Points Type Area X WPM Points Adjacent 0.0 0.00 0.0 Exterior 0.0 0.00 0.0 Base Total: 0.0 0.0 As -Built Total: 0.0 0.0 CEILING TYPES Area X BWPM Points Type R-Value Area X WPM Points Under Attic 1157.0 0.60 694.2 Under Attic X0 1157.0 0.60 694.2 Base Total: 1157.0 694.2 As -Built Total: 1157.0 694.2 FLOOR TYPES Area X BWPM Points Type R-Value Area X WPM Points Slab 0.0(p) 0.0 0.0 Raised 0.0 OM 0.0 Base Total: 0.0 As -Built Total: 0.0 INFILTRATION Area X BWPM Points Area X WPM Points 1157.0 0.28 324.0 1157.0 0.28 324.0 Winter Base Points: 3137.7 Winter As -Built Points: 3388.4 Total Winter X System Heating Total X Cap X Duct X System X Credit = Heating Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points 3388A 1.000 0.989 1.000 1.000 3349.7 3137.7 1.0730 3366.8 3388.4 1.00 0.989 1.000 1.000 3349.7 EnergyGaugeTm DCA Form 60OA-97 1 601A-97 It HEATING & CODE COMPLIANCE STATUS Whole Building Performance •• A - Details IADDRESS: UNIT C1 TOP,, FL, PERMIT #: BASE AS -BUILT WATER HEATING Number of X Multiplier = Total Tank EF Number of X Tank X Multiplier X Credit = Total Bedrooms Volume Bedrooms Ratio Multiplier 3 2564.00 7692.0 40.0 OM 3 1.00 2535.19 1.00 7605.6 As -Built Total: 7605.6 CODE COMPLIANCE STATUS BASE AS -BUILT Cooling + Heating + Points Points Hot Water Points Total Points Cooling Points 1 Heating + Hot Water = Total Points Points Points 9906.7 3366.8 7692.0 20965.41 8714.6 3349.7 7605.6 19669.9' qftE S EnergyGaugelm DCA Form 60OA-97EnergyGaugelmDCAForm60OA-97 FORM 60OA-97 Code Compliance Checklist Residential Whole Building Performance Method A - Details ADDRESS: UNIT C1 TOP,, FL, PERMIT #: 6A-21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST COMPONENTS SECTION ' REQUIREMENTS - FOR EACH PRACTICE Exterior Windows & Doors 606.1 .ABC. 1 . 1 Maximum:,3 cfm/sq.ft. window area; .5 cfm/sq.ft. door area, Exterior & Adjacent Walls 606.1.ABC.1.2.1 Caulk, gasket, weatherstrip or seal between: windows/doors & frames, surrounding wall: foundation & wall sole or sill plate; joints between exterior wall panels at corners; utility penetrations; between wall panels & top/bottom plates: between walls and floor, EXCEPTION: Frame walls where a continuous infiltration barrier is installed that extends from, and is sealed to, the foundation to the top plate. Floors 606.1,ABCA,2.2 Penetrations/openings >1 /8" sealed unless backed by truss or joint members, EXCEPTION: Frame floors where a continuous infiltration barrier is installed that is sealed to the perimeter, penetrations and seams. Ceilings 606.1.ABCA.2,3 Between walls & ceilings; penetrations of ceiling plane of top floor; around shafts, chases, soffits, chimneys, cabinets sealed to continuous air barrier; gaps in gyp board & top plate; attic access. EXCEPTION: Frame ceilings where a continuous infiltration barrier is installed that is sealed at the perimeter, at penetrations and seams. Recessed Lighting Fixtures i 606A.ABC.1.2.4 Type IC rated with no penetrations, sealed; or Type IC or non -IC rated, installed inside a sealed box with 1/2" clearance & 3" from insulation; or Type IC rated with < 2.0 cfm from conditioned space, tested. Multi -story Houses I 606,1.ABC.1.2.5 Air barrier on perimeter of floor cavity between floors. Additional Infiltration reqts 6061.ABC.1.3 I Exhaust fans vented to outdoors, dampers; combustion space heaters comply with NFPA, have combustion air. CHECK I COMPONENTS SECTION I—— I-------""- --- I --- - I - I I I REQUIREMENTS-- CHECK Water Heaters 1612.1 i Comply with efficiency requirements in Table 6-12. Switch or clearly marked circuit re ker (electric) or cutoff (gas) must be provided. External or builtbreakeru -in heat trap required. Swimming Pools Spas 1612.1 j Spas heated pools must have covers - (exce I ( except I solar heated). Non-commercial pools must have a pump timer. Gas spa & pool heaters must have a minimum thermal efficiency of 78%. Shower heads 612.1 Water flow must be restricted to no more than 2.5 gallons per minute at 80 PSIG. Air Distribution Systems 610.1 All ducts, fittings, mechanical equipment and plenum chambers shall be mechanically attached, sealed, insulated, and installed in accordance with the criteria of Section 610. 4 i Ducts in unconditioned attics: R-6 min. insulation. HVAC Controls 1607.1 Separate readily accessible manual or automatic thermostat for each system. Insulation 6041, 602.1 Ceilings -Min. R-19. Common walls -Frame R-11 or CBS R-3 both sides. Common ceiling & floors R-1 1. EnergyGaugeT" DCA Form 60OA-97 EnergyGaugeO/FlaRES'97 FLRCNA-200 I ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD N! ESTIMATED ENERGY PERFORMANCE SCORE* = 82.4 The higher the score, the more efficient the home. 99089,UNIT C 1 TOP_ FL, I. New construction or existing New 12, Cooling systems 2. Single family or multi -family Multi -family a. Central Unit 3. Number of units, if multi -family I 4. Number of Bedrooms 3 b. N/A 5. Is this a worst case? Yes 6. Conditioned floor area (ft') 1157 ft' c. N/A 7. Glass area & type a. Clear - single pane 132.0 ft' 11 Heating systems b, Clear - double pane 0.0 ft, a. Electric Strip c. TinUother SC/SHGC - single pane 0.0 ft' d. Tint/other SC/SHGC - double pane 0.0 ft, b. N/A 8. Floor types a, N/A c. N/A b. N/A c. N/A 14. [lot water systems 9. Wall types a, Electric Resistance a. Frame, Wood, Exterior R= 11.0, 885.0 ft' b. N/A 1). N/A c. N/A d. N/A s c. Conservation credits e. N/A HR-Heat recovery, Solar 10. Ceiling types DHP-Dedicated heat pump) a. Under Attic R=30,0, 1157,0 111 15, 14VAC credits b. N/A CF-Ceiling fan, CV -Cross ventilation, c. N/A HF-Whole house fan, 11. Ducts PT -Programmable Thermostat, a. Sup: Unc. Ret: Con. AH: Interior Sup. R=6.0, 60.0 ft RB-Attic radiant barrier, b. N/A MZ-C-Multizone cooling, MZ-H-Multizone heating) I certify that this home has complied with the Florida Energy Efficiency Code For Building Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Code compliant features. Builder Signature: Address of New Home: Date: City/FL Zip: Cap: 24.0 kl3tu/hr SEER: 10.00 Cap: 12.3 kBtu/hr COP: 1.00 Cap: 40.0 gallons EF: 0.89 114E S yap narV, NOTE. The homes estimated energy performance score is only available through the FLAIRES computer program. This is not a Building Energy Rating. If your score is 80 or greater (or 86for a US EPAIDOE EnergyStarAdesignation), your home may qualify for energy efficiency mortgage (EEM) incentives if you obtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at 4071638-1492 or see the Energy Gauge web site at www.fsec. ucf, edu for information and a list of certified Raters. For information about Florida's Energy Efficiency Code For Building Construction, contact the Department of Community Affairs at 8501487-1824. EnergyGaugeg (Version: FLRCNA-200) Air System Sizing Summary for UNIT C TOP Project Name: STONEBROOK 11 12/26/00 Prepared by: KTD Consulting Engineers 10:39 AM Air System Information System Name UNIT C TOP Equipment Class SPILT AHU Number of Zones 1 System Type SZCAV Floor Area 1157.0 111 Sizing Calculation Information Zone and Space Sizing Method: Zone CFM Peak zone sensible load Calculation Months Jan to Dec Space CFM Coincident space loads Sizing Data Calculated Central Cooling Coil Sizing Data Total coil load 2.0 Tons Load occurs at Aug 1700 Sensible coil load 1.6 Tons OADB/WB 92.3 / 75.6 *F Coil CFM at Aug 1700 1251 CFM Entering DB WB 74.9165.8 *F Max possible CFM 1251 CFM Leaving DB WB 60.3 / 59.5 'F Design supply temp. 57.0 *F Coil ADP 58.7 'F ft'rTon 566.3 Bypass factor 0.100 BTU/hr/ft2 21.2 Resulting RH 63 % Water flow @ 10.0 'F rise gpm Zone T-stat Check 1 of I OK Central Heating Coil Sizing Data Max coil load 16860 BTU1hr Load occurs at Des Htg Coil CFM at Des Htg 1251 CFM BTU/hr/ft2 14.6 Max possible CFM 1251 CFM Ent. DB / Lvg DB 67.7 / 80.2 'F Water flow @ 20.0 *F drop gpm Supply Fan Sizing Data Actual max CFM at Jul 1700 1251 CFM Fan motor BHP 0.00 BHP Standard CFM 1246 CFM Fan motor kW 0.00 kW Actual max CM0 1.08 CFM/flt2 Fan static 0.00 in. wg, Outdoor Ventilation Air Data Design airflow CFM 60 CFM CFM/person 15.00 CFM/person CFM/fi2 0.05 CFM/ft2 Carrier Hourly Analysis Program v4.04 Page 16 Air System Design Load Summary for UNIT C TOP Project Name: STONEBROOK 11 12/26/00 Prepared by: KTD Consulting Engineers 10:39 AM DESIGN COOLING DESIGN HEATING COOLING DATA AT Aug 1700 HEATING DATA AT DES HTG COOLING OA DB / WB 92.3 °F / 75.6 °F HEATING OA DB / WB 37,0 °F / 31.1 °F Sensible Latent' Sensible Latent ZONE LOADS Details BTU/hr); (BTU/hr) Details BTU/hr) (BTU/hr) Wall Transmission 885 ft2 1943 885 ft2, 1940 Roof Transmission 1157 ft2 2314; 1157 f12` 1153 Glass Transmission 132 ft' 2961' 132 ft2' 5350 - Skylight Transmission O ft 0 __ O ft2._ 0 Door Transmission 0 ft2. O 0_ftz, 0 Floor Transmission 1157 ft2 0' 1157 ft21 0 - Partitions 0 W, 0. 0 ft2' 0 Ceiling 0ft2. 0 0 ft2. 0 Overhead Lighting ow 0 0' 0 - Task Lighting ow 01 0" 0 Electric Equipment ow 0: 0 0 People 4 1120' 1080' 0 0 0 Infiltration 2848 2420 0` 6778 0 Miscellaneous 1600 300 0 0 Safety Factor 0% / 0% 0' 0' 0%, 0 0 Total Zone Loads 19860. 3800 ` 15220 0 Zane Conditianing _ 18418' 3800` 14782 0 Plenum Wail Load 0%_ 0, Oi 0 Plenum Roof Load._ 0% 0' 0. 0 Plenum Lighting Load _ 0% 0' 0. 0 Pefurn FanLoad 1251 CFM 0' _ 1251 CFM 0 Ventilation Load 60 CFM 1182 1116' 60 CFM 2078 0 Supply Fan Load 1251 CFM 0, 1251 CFM 0 Space Fan Coil Fans, 0 Duct Heat Gain / Loss 0%, 0, OW 0. Total System Loads T_ 19600' 4916` 16860 0 Central Cooling Coif 19600. 49171 0 0 tentral Heating Coil 0. 16860 - Total Conditioning 19600, 4917 j _ 16860 0 Key: _ Positive values are clg loads Positive values are htg loads Negative values are htg loads Negative values are cig loads Carrier -Hourly Analysis Program v4.04 Page 17 Space Design Load Summary for UNIT C TOP Project Name: STONEBROOK II 12/26/00 Prepared by: KTD Consulting Engineers 10:39 AM TABLE 1.1:A COMPONENT LOADS FOR SPACE "UNIT C TOP " IN ZONE "Zone 1 „ DESIGN COOLING DESIGN HEATING COOLING DATA AT Jul 1700 HEATING DATA AT DES HTG OADB/WB 92.3 OF 175.6 OF OADBIWB 37.0OF/31,1 OF OCCUPIED T-STAT 72.0 OF OCCUPIED T-STAT 70.0 OF Sensible Latent ` Sensible Latent SPACE LOADS Details, (BTU/hr) (BTU/hr) Details BTU/hr) BTU/hr) Solar Loads 132 ft', 7324' 132 ft2. Wall Transmission 885 ft'' 1898` 885 ft2' 1940 Roof Transmission 1157 112; 2436 1157 ft2 1153 Glass Transmission 132 ft-2' -2961 ` 132 ft2' 5350 Skylight Transmission 0 ft2' 0 0 ft2 0 Door Transmission 0 ft2` 0 0 ft2' 0 Floor Transmission 1157 ft2' 0' 1157 ft2` 0 Partitions 0 ft2, 0, 0 ft2, 0 Ceiling 0 ft2; 0' 0 ft2 0 Overhead Lighting OW 0, 0 0 Task Lighting 0 W' 0 0' 0 Eleetric Equipment 0 W' 0' 0` 0 People _ 4` 1120 1080. 0, 0 0 Infiltration 2848' 2265 6778 0 Miscellaneous 1600; 300 - 0 0 Safety Factor 0% / 0%' 0, 0' 0% 0 0 Total Zone Loads 20187 3645 - 15220 0 TABLE 1.1.B. _-_ENVELOPE LOADS FOR SPACE "UNIT C TOP" IN ZONE "Zone 1 " COOLING COOLING HEATING Area U-Value I Shade TRANS SOLAR TRANS ft2) (BTU/!! /1WIF) Coeff. (BTU/hr) BTU/hr) BTU/hr) WALL 129: 0.0661 36(+ 283 WINDOW-1 301 1.2281 0:916 673j _ 2254 1216 WINDOW 2 i _ 301 1.228 0.916' 673{ 2254 1216 1S EXPOSURE WALL 216j 0.0661 402! 473 IN EXPOSURE WALL 3121 0,066' 536' _ 684 WINDOW 1 30' 1.228' 0.916 673' 713 1216 W EXPOSURE WALL 1471 _ 0.0661 417' p. 322 WINDOW 1 421 1.228; 0.916 9421 2103 1702 WALL._._ _ I 45i 0,066 91, 99 NW -EXPOSURE t WALL i . 36 0.0661 87' 79' WEXPOSURE _ ROOF 11571 0.030 2436' 1153 Carrier Hourly Analysis Program v4.04 Page 18 CITY OF SANF6RD MECHANICAL APPLICATION PERMIT NO. —DATE: 4 /1 /01 THE UNDERSIGNED HEREBY APPLIES FOR A PERMIT TO INSTALL THE FOLLOWING MECHANICAL EQUIPMENT: ADDRESS OFJOB MECHANICAL CONTRACTOR: 12, RESIDENTIAL_X_COMMERCIAL Subject to rules and regulations of Sanford Mechanical Code NATURE OF WORK I Pis LL_ 7, 4 Z..S 7- 14A-)V,0wF1Z S 2-14 CA.toj<w 14E-&T- Sid ip 7- z Valuation:2, OL? By Signing this application I am stating that I am m Mechanical Code. Appuwu;&pwr6 Ke W16176FITTKN.'' Ia 0 M Date: I hereby name and appoint to be my lawful attorney in fact to act for me and apply to the eF Building Department for a * '— Mechanical Building permit for work to be performed at a location described as: 17-cAU5- j_9A A-PWMC;,,L Section Township Range Lot Block Subdivision IPLS ?2 2- sj" OCA-D, Job Addresl) OvamrofpFoFerty andAddress) and to sign my name and do all things necessary to this appointment. R- Dale Perkins The foregoing instrument was acknowledge before me this by: P b At f- is personally knoIA7,t)D me or who produced as identification and who did not take oath. State of Florida County of Orange Commission # Expires Notary Signature: MY COMMISSION # CC481467 EXPIRES September 17, 2001 PV, rFAT'TY.XLS RONDED THkU TROY FAjN jN%j;ANCk jNc FEDERAL EMERGENCY MANAGEMENT AGENCY NATIONAL FLOOD INSURANCE PROGRAM Expires July 31, 2002 U TK~TK U~ CERTIFICATE Important: Read the instrUctions on 1 7 SECTION A - PROPERTY OWNER INFORMATION For Insurance Company Use: BUILDING OWNER'S NAME Policy Number APAAA BUILDING STREET ADDRESS (Including 6pt,,-Unit, Suite, and/or.Bldg. No,) OR P,O. RbUTE AND BOX NO. Company NAIC Number CITY STATE ZIP CODE PROPERTY DESCRIPTION (Lot and Block NUrnbets, Tax Parcel Number, Legal Description, etc.) BUILDINU USE (c.g,, Residential, Non-residential, Addition, Accessory, etc. Use a Comments area, if necessary,) Afnuos/Lowo/ruo HORIZONTAL DATUM: SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1, NFIP 0 MUNITY NAME & COMMUNITY NUMBER B2. COUNTY NAME B3,STATE NUMBER EFFECT)VE/REVISED DATE ZONE(S) (Zone AD, use depth of flooding) 110. Indicate the source of the Base Flood Elevation (BEE) data or base flood depth entered in B9. L_)F|3Profile L_|FIRM PQ CommunityDawnnined L_JOther (Douohbo):.......... _____................... __ l 11.Indicate tile elevation ummmused for the nFEit) B8.JXNGvD1y2y L_|N^vD1988 L_JOther (Desovbe):___________________ 112. Is the building located ina Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area(0PA)? L_IY^o |\`~'wo v' DooiVnoUonDa{e__________________________ SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) 1. Building elevations are based on: I lConstruction Drawings* J,<IBuilding Under Construction* 1--lFinished Construction A new Elevation Certificate will be required when construction of the building is complete, 2,Building Diagram Number __ 1__(Smeo/the building magmmmost uinoi|o,mmwumNingunwmrxmisc,moramixbeing comp|emu'see pages 6nnd7. Knudiagram accurately represents the building, provide osketch orphoWgopkJ 3. Elevations - Zones A1+\xO. AEAH.A(with OFE).VE.V14/3O. Vhwiih 8FE>.AR, ARm.`xRm.E.AR/A1f\ 0.ARV\M. ARV\O- Cump|e/eUomxC3.a-i below according to the building diagram specified in Item C2. State the datum used. If the datum is different from the datum used for the BEE inSection B. convert the datum mthat used for the BFE. Show field measurements and datum conversion calculation. Use the space provided or the Comments area of Section D or Section G, as appropriate, to document the datum conversion. Datum 06V0L1A Convomiun/Comman/n____________---------------------------------- __-------------------------- __ Elevation reference mark uned_f/_ Oz_+----- Does the elevation reference mark voauappma,onmvFmM, |_|Yov I,,-4mo 0 a>Top p(bottom floor (including basement nrenclosure) _________Q_. V.(m) Ll u}Top ofnext higher floor --- U.(m) J c> Bottom o[lowest horizontal structural member (Vzones only) t.( m) o)Attached garage (top nfslab) ------------------KL(m)@ O o>Lowest elevation n/machinery and/or equipment w ° servicing the building (Describe inaComments araa.) _________47 .Jr/ k<m) LJ oLowest adjacent (finiahod)grade (LAG) _-_-___-_±Ll-M'(m) '91 0)Highest adjacent ( hnioxad)grade (MxG) ---------- -K.('») - h}No. o(permanent openings (flood vents) within 1ft. above adjacent grade i>Total area o/all permanent openings (flood vents) inCo.h---- G" _sq. in, <oq. cm) SECTION n SURVEYOR, ENGINEER, onARCHITECT CERTIFICATION This certification iombesigned and sealed uyoland surveyor, engineer, cvarchitect authorized bylaw mcertify elevation information. codify that the information in Sections A'(3,and Conthis certificate represents mybest efforts /minterpret the data available, I understand that anz false statement maX be pimishable bX fine or imerisoriment under 18 U.S, Code, Section 1001. N IMPORTANT: In these spaces, copy the corresponding information from Section A. For, InsuranceCompainy,Vse:1 BUILDING STREET ADDRESS (including Apt,, Unit, Suite, and/or Bldg, No.) OR P.O. ROUTE AND BOX NO. Policy Number CITY ZIP CODE Company NAIC Number SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) agent/company, Copy hmhsides o[|hinE|e"eUnnCo,ihofficial, insurance agen mpany.and(0bvildingmmor. C4D k here if, SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AD AND ZONE A (WITHOUT BFE) For Zone AO and Zone A (without BFE), complete items E 1, through E4. If the Elevation Certificate is intended for use as supporting information fora LOMA or LOMIR-F, Section C must be completed. E 1. 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 building is ft.(m) 1__I__Iin.(cm) J__J above or J__J below check one) the highest adjacent grade. (Use natural grade, if available.) E3. For Building Diagrams 6-8 with openings (see page 7), the next higher floor or elevated floor (elevation b) of the building is ft.( m) 1__I__Iin.(cni) above the highest adjacent grade. Complete Items C3.h and C3.i on front of form. E4. For Zone AD only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the community's floodpiiinm, ir)aqementor(lin,ince?l__I Yes 1,,,__INo 1____IUnkn2wn. 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, C (Items C3.1) and C3.i only), and E for Zone A without aFEWiA'iyouedorcommunity-issued 8FE)o,Zone 80must sign here, The statements hnSections A.B'C'and Eare correct to the best of mZ knowledge 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 ", ordinance madminister the community's x000v|a|nmanagement ordinance can complete Sections A.o.0(or E).and Gorthis Elevation Certificate. Complete the applicable imm(m) and sign below. G1. The information in Section C was taken from other documentation that has been signed and embossed by a licensed surveyor, engineer, or architect who is authorized by state or local law to certify elevation information. (Indicate the source and date of the elevation data .nthe Comments area u^mw.) G2. L_Acommunity official completed Section Efor abuilding located inZone 8(without oFEMA-isauognrcommunity-issued DFE)or Zone AO, Go.L_|The following information (Items G4-os)i,provided for community Oonop|ainmanagement purposes. G7. This permit has been issued for. J__J New Construction L_|Substantial Improvement G8. Elevation u<as-built lowest floor (including basement) cfthe building is: ---------------- ft.(m)Datum:_____________ G9.BFEu,(inZnnexO)Uepmo/8nndinOuiU`ebui|d|ngsiteio: ----- .__-K.(m) Datum: _____________ CGCAL OFFICIAL'S NAME TITLE COMMUNITY NAME TELEPHONE SIGNATURE DATE COMMENTS Check here Kattachments REpixC nm1PRFv0uoEDITIONS CITY OF SANFORD PERMIT APPLICATION Permit No,: Job Date: Parcel No.: 1 ?_ (Attach Proof of Ownership & Legal Description) Description of Work: Type of Construction: _ _ _ _ Flood Zone: Valuation of Work: C Occupancy Type: Residential "Commercial Industrial Number of Stories: 3 Number of Dwelling Units: ____ Zoning: ____ Total Square Footage: Owner: _A ` EM Phone No.: Contractor Address: A&S Cityjoe State: - 2i State License No.: P _. ._ L- Phone No.: ' Contact Person: Title Holder (If other than Owner): Address: Bonding Company: Address: Mortgage Lender: Address: Architect: Address: Fax No.: ____4 T Phone No.: Phone No.: Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of 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 ELEICTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, F EATI RS, 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 ai 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 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 APPLICATION APPROVED BY: it irements of Florida Lien Law, FS 713. Agent Date ractor/ nt' - ame of Nota to o Florida Date y..... . Dawn E. Gandall n" Commission # DD 010599 Qa4, &pnros A.pzkl 28, 2005 lF, ' A Banded Thru fill `` ,atlantic Ba d4 Co., Inc. Contractor/Agent is Personally Known to Me or Produced ID Date: 0 Special Conditions: 4 CITY OF SANFORD ELECTRICAL PERMIT APPLICATION Peff nit Number. L,_L z-11ZL, Date: The undersigned hereby applies for a permit to install the following plumbing: Owner's Name: Address of Job: Electrical Contractor C/ Residential: Non -Residential: Number Amount Addition, Alteration, Re air (Residential & Non -Residential) New Residential: AMP Service New Commercial: AMP Service Change of Service: From AMP Service to .AMP Service Manufactured Buildin2 Other, Description of Work: j 4p, 71 X Ae 10.00 TOTAL DUE: By Signing this application I am stating that I am in compliance with City of Sanford Electrical Code. Applicant's Signature State License Number CITY OF SANFORD PLUMBING PERMIT APPLICATION Permit Number: V( - ( '4 4 ( ') Date: q - ') L'I - c) I The undersigned hereby applies for a permit to install the following plumbing: Owners Name: Tyv! (,,- ti vevil i ale )A (i Address of Job: Plumbing Contractor: )(T, C Residential: Non -Residential: By Signing this application I am stating that I am in compliance with City of Sa , ford Plumbing Code. Applicant's Signature State License Number C S COMPANY OF FLORIDA License #CF C043043 #CA C036850 Member ABC/AGC/PhCC April 24, 2001 City of Sanford P.O. Box 1788 Sanford, FL 32722 Attention: Building Department Corporate Office 7420 East Colonial Drive Orlando, Florida 32807 407) 380-6525 Fax (407) 380-9545 Estimating Division 2001.Old H1, Suite #2 lMt. Dora, Florida 32757 352) 383-0741 Fax (352) 383-0844 Please let this letter serve as authorization for my employee, Diana Gnann, to obtain plumbing permits on my behalf, for the prqect known as the Stonebrook Apartments. Respectfully, A , Mark F. Latourelle President J. A. Croson Company of Florida, Inc. CFC043043 State of Florida Sworn to and subscribed before me this 24h day of April, 2001, My Commission Expires: Notary Public State R Florida fftJAoFr 0 JANET LASIETE LEE J-00361? MY t TART 6 'MY Comm up 2/.'003PUBLIC -P 61 N, CC 84 263 it Ally I, -- North East Division South East Division West Coast Division 750 Grand Plaza Drive 3700 SW Wood Crook Trail 8616 Riverview Drive Orange City, Ft. 32763 Palm City, FL 34990 Riverview, FL 33569 407) 509-2412 (407) 223.9080 (813) 671-7171 Fax (904) 620-9376 Fax (561) 223-9002 Fax (813) 671-4696 Control West Division 2208 Everest Parkway Cape Coral, FL 33904 941)242.0590 Fax (941) 242-0590 South West Division 27540 Suffridge Drive Bonita Springs, FL 34135 941)949.4964 Fax (941) 949-4985 AN AMPM COMPANY CITY OF SANFORD PERMIT APPLICATION RK Dale: Job Address: A Ell _," Parcel (Attach Proof of Ownership & Legal Description) Description of Work:A 4 Type of Construction: 701 Flood Zone: Valuation of Work: $ Occupancy Type: esidential —Commercial Industrial Number of Stories: Number of Dwelling Units: W4 Zoning: Total Square Footage: 31 ?59 Owner: AIC Address: City: LOA)6 t4jo4n Phone No.: Contractor: Address: City: _A9:L7 Phone No.: Contact Person: Title Holder (If other than Owner): Address: Bonding Company: Ail Address: Mortgage Lender: Address: Architect: State: Fax No.: Zip: Zip: State License No.: Fax No.: 4/16 7 — 3'— / Fax No.: 19 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. STig naturcof Co actSignatureOwner or gent Date M int 04)6r/Aaent's 71C'41YRENEE 3,UkN,K, M1$HP tat, Of Fluida ExpiresApf 12,20(12 Commission # C.C718665 M Owner/Agent is Personally Known to Me or Produced ID Z_ 41-'C ------ Print Contractor/Agent's N Date C" (_'7 Contractor/Agent is Personally Known to Me or Produced ID APPLICATION APPROVED BY: 1? Date: ct Special Conditions: J4:'jC-.- va"z—,-,,- 9 5C06 F I LAKE AS RECORDED IN PLAT 10 OF THE PUBLIC RECORDS FLORIDA. Lo tea" 1 OA" f-%I- 0 A" t-%t- FLOOR BEAM SCHEDULE MARK DESCRIPTION LENGTH F8 1 J. 5 -x9 - 112 - PSL (H4) 9'-8- F82 J. 5 -x 11- 7,18 - PSL (H5) 16'-3" FBJ FB4 F85 FBf F87 FB8 n A" i-Ne- 1 '7)7 " -") ' END UNIT lR LANDING OIED BY OTI I 24"OC 24' OC APR 2 3 twituc,ton TRUSSIM. LTD. OWD Truxxumy Blv& Orlando, FL 32824 4073 857-2m 4.7 857-7855 FAX A! REFER TO SHT.*T-I" FOR IMPORTANT INFORMATION! DATE : 0412312001 DRAWN BY: -580 CHECK BY; RfA JOB NO. 0"6 RMIONS V T 1,,. 00R TRUSS PLACEMENT PLAN SHEET UNIT TYPICALS. W085-FL.dwg i DSW=DROP aE4M BY OTHERS 0 0 N I ' Y5T; B-iwS. - - FLOOR BEAM SCHEDULE UAW DESCRIPTION LENGTH 3.5'x9-112" PSL (t44) 91-8. FB2 J. 5 -x 11- 718 - PSL (H5) 7 T _j F8j FB4 6 F87 FB8 t loom= Nzwor TRUSSWAY. LTD. 141"131857_78M FAX REFER 7V SHL*T FOR-' IMRTANT INFORMATION! DATE . 0412J12M DRAWN BY: S80 CHECK BY; REA JOB No. : 0JO66 APR 2 3 RMIONS:. top' stupVtoll Issue —* v UNIT / BREEZEWAY TYPICALS. OM66-Fi.dwq T-3 D880-DROP BEAM 6Y 07WRS F& w=FLusH BEAM BY OTH ERS A -A ppcifyoic; s y rr Job Truss Truss Type Qty Ply 03086 - STONEBROOK 11 @ SANFORD / SBO 03086 IF1 FLOOR 1 1 1 optional) Trussway Ltd_ Orlando, FI 4.201 SR1 s Oct 19 2000 MiTek Industries, Inc. Mon Apr 30 12:07:59 2001 Page I Scale = 1:31.1 1.5x3 = 4x4 = 3x3 = 3x3 30 = 3x3 = 3x3 = 3x3 = 44 = 11.50 A B C D E F G H T1 W11 2 W11 L1 9 BLI R Q P 0 N M L 4x6 = 44 = 3x3 = 3x3 = 3x3 = 3x3 = 3x3 = 44 = 46 2-9-0 5-3-0 7-9-0 9-4-0 10-7-0 13-1-0 15-7-0 18-4-0 2-9-0 2-6-0 2-6-0 1-7-0 1-3-0 2-" 2-" 2-9-0 LOADING (psf) SPACING 2-0-0 CS1 DEFL in (loc) I/defl PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.53 Vert(LL) -0.24 0 >906 M20 249/190 TCDL 15.0 Lumber Increase 1.00 BC 0.97 Vert(TL) -0.38 0 >575 BCLL 0.0 Rep Stress Incr YES WB 0.46 Horz(TL) 0.09 K n/a BCDL 8.0 Code SBC/ANS195 Matrix) 1st LC LL Min I/clefi = 360 Weight: 102 lb LUMBER 2) Bearing at joint(s) S, K considers parallel to grain TOP CHORD 4 X 2 SYP No.2ND value using ANSlrrPI 1-1995 angle to grain formula. BOT CHORD 4 X 2 SYP No.2ND Building designer should verify capacity of bearing WEBS 4 X 2 SYP No.3 surface. 3) This truss has been designed with ANSI/TPI BRACING 1-1995 criteria. TOP CHORD 4) Recommend 2x6 strongbacks, on edge, spaced at Sheathed or 6-0-0 oc purlins, except end verticals. 10-0-0 oc and fastened to each truss with 3-16d BOT CHORD nails. Strongbacks to be attached to walls at their Rigid ceiling directly applied or 10-0-0 oc; bracing. outer ends or restrained by other means. REACTIONS (lb/size) LOAD CASE(S) S = 1132/0-3-8 Standard K 1132/0-3-8 FORCES (lb) - First Load Case Only TOP CHORD S-T = -41 A-T = -41 K-L1 = -40 J-L1 = -40 A-B = -2 B-C = -1838 C-D = -3016 D-E = -3659 E-F = -3768 F-G = -3622 G-H = -3021 H-1 = -1837 1-i = -2 BOT CHORD R-S = 1074 Q-lR = 2560 P-Q = 3437 O-P = 3659 N-0 = 3768 M-N = 3451 L-M = 2556 K-L = 1076 WEBS I-K = -1519 B-S = -1517 I-L = 1131 B-R = 1135 H-L = -I069 C-R = -1073 H-M = 691 C-0 = 679 G-M = -639 D-Q = -626 G-N = 255 D-P = 322 F-N = -212 E-P = -196 F-0 = -92 E-0 = 150 NOTES 1) This truss has been checked for unbalanced loading APR 3 0 conditions. Job Truss Truss Type Qty Ply 103086 - STONEBROOK 11 @ SANFORD / SBO 03086 F2 FLOOR I (optional) Trussway Ltd., Orlando, FI 4.201 SR1 s Oct 19 2000 MiTek Industries, Inc. Tue Apr 24 17:08:47 2001 Page 1 Scale = 1:41.6 04 = 3x4 = 3x6 FP= 1.50 = 4x6 = 3x6 FP= 3x3 = 3x3 = 3x3 = 3x3 = 3x4 = 44 = 4x6 1.50 A B C D E F G H I T9 i K L M N A 1 2 V 71Z AD 9 F32 1 AB AA z Y X W V IJ T S R Q P 0 5x6 = 3x1 0 M20H FP= 3x4 3x3 = 1.5x3 11 3x3 = 3x4 = 4x4 = 46 = 5x6 46 = 40 = 1.50 11 3x10 M20H FP= 2-9-0 5-3-0 7-" 10-3-0 11-6-0 12-10-0, 14-1 -0, 16-7-0 19-1-0 21-7-0 2-" 2-" 2-" 2-6-0 1-3-0 1-" 1-3-0 2-" 2-" 2-6-0 2-" LOADING (psf) SPACING 2-0-0 CSI DEFIL in (loc) I/defl PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.84 Vert(LL) -0.59 U-V >488 M20 2491190 TCDL 15.0 Lumber Increase 1.00 BC 0.89 Vert(TL) -0.93 U-V >310 M20H 187/143 BCLL 0.0 Rep Stress Incr YES WEI 0.66 Horz(TL) 0.16 0 n/a BCDL 8.0 Code SBC/ANS195 Matrix) 1st LC LL Min I/clefl = 360 Weight: 130 lb LUMBER WEBS TOP CHORD 4 X 2 SYP No.2 *Except* C-AA = -1580 L-R = 1196 T2 4 X 2 SYP No,1 C-Y = 1196 J-R = -1145 BOT CHORD 4 X 2 SYP No.2 *Except* E-Y = -1145 J-S = 783 B2 4 X 2 SYP SS E-X = 783 I-S = -727 WEBS 4 X 2 SYP No.3 F-X = -727 I-T = 333 F-W = 333 H-T = -295 BRACING G-W = -295 G-V = 16 TOP CHORD H-IJ = 16 Sheathed or 4-4-1 oc purlins, except end verticals. BOT CHORD NOTES Rigid ceiling directly applied or 10-0-0 oc bracing. 1) This truss has been checked for unbalanced loading conditions. REACTIONS (lb/size) 2) All plates are M20 plates unless otherwise AB = 1510/0-3-8 indicated, 0 = 1510/0-3-8 3) Bearing at joint(s) AB, 0 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. FORCES (lb) - First Load Case Only Building designer should verify capacity of bearing TOP CHORD surface. AB -AC = -41 A -AC = -41 4) This truss has been designed with ANSI/TPI O-AD = -41 WAD = -41 1-1995 criteria. A-B = -2 B-C = -2557 5) Recommend 2x6 strongbacks, on edge, spaced at C-D = -4423 D-E = -4423 10-0-0 oc and fastened to each truss with 3-16d E-F = -5721 F-G = -6434 nails, Strongbacks to be attached to walls at their G-H = -6637 H-1 = -6434 outer ends or restrained by other means. I-i = -5721 J-K = -4423 K-L = -4423 L-M = -2557 LOAD CASES) M-N = -2 Standard BOT CHORD AA -AB = 1452 Z-AA = 3619 Y-Z = 3619 X-Y = 5194 W-X = 6210 V-W = 6637 U-V = 6637 T-LI = 6637 S-T = 6210 R-S = 5194 Q-R = 3619 P-Q = 3619 O-P = 1452 WEBS M-0 = -2051 B-AB = -2051 M-P = 1642 B-AA = 1642 L-P = -1580 APR 3 zoo' Job Truss Truss Type 0ty Ply 03086 - STONEBROOK 11 @ SANFORD / SBO 03086 F3 FLOOR 1 1 optional) Trussway Ltd., Orlando, FI 4.201 SR1 s Oct 19 2000 MiTek Industries, Inc. Tue Apr 24 17:07:35 2001 Page I Scale = 1;27.7 1.5x3 11 3x5 = 3x3 = 3x3 = 1.50 11 3x3 = 3x3 = 3x5 = 1.5x3 11 A B C D E F G Tj H I R S BW Ll P 0 N M L K 4x6 = 3x5 = 3x3 = 1.5x3 11 3x3 = 3x3 = 3x5 = 4x6 2-9-0 5-3-0 6-6-0 8-" 11-0-0 13-6-0 16-3-0 2-" 2-6-0 1-3-0 2-M 2-6-0 2-" 2-" Plate Offsets (X.Y): [J:0-4-8,,Edge1, 10:0-4-8,Ed_qe LOADING (psf) SPACING 2-0-0 CS1 DEFL in (loc) I/defl PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.50 Vert(LL) -0.17 L-M >999 M20 249/190 TCDL 15.0 Lumber Increase 1.00 BC 0.86 Vert(TL) -0.28 L-M >697 BCLL 0.0 Rep Stress Incr YES WB 0.38 Horz(TL) 0.06 J n/a BCDL 8.0 Code SBC/ANSI95 Matrix) 1st LC LL Min I/defl = 360 Weight: 88 lb LUMBER 2) Bearing at joint(s) Q, J considers parallel to grain TOP CHORD 4 X 2 SYP No.2ND value using ANSI/TPI 1-1995 angle to grain formula, BOT CHORD 4 X 2 SYP No.2ND Building designer should verify capacity of bearing WEBS 4 X 2 SYP No.3 surface, 3) This truss has been designed with ANSI/TPI BRACING 1-1995 criteria, TOP CHORD 4) Recommend 2x6 strongbacks, on edge, spaced at Sheathed or 6-0-0 oc purlins, except end verticals. 10-0-0 oc and fastened to each truss with 3-16d BOT CHORD nails. Strongbacks to be attached to walls at their Rigid ceiling directly applied or 10-0-0 oc bracing, outer ends or restrained by other means. REACTIONS (lb/size) LOAD CASE(S) Q 1001/0-3-8 Standard j = 1001/0-3-8 FORCES (lb) - First Load Case Only TOP CHORD Q-R = -40 A-R = -40 J-S = -41 I-S = -41 A-B = -2 B-C = -1588 C-D = -2529 D-E = -2893 E-F = -2893 F-G = -2534 G-H = -1586 H-1 = -2 BOT CHORD P-Q = 946 O-P = 2183 N-0 = 2893 M-N = 2893 L-M = 2826 K-L = 2192 J-K = 943 WEBS H-J = -1331 B-Q = -1335 H-K = 956 B-P = 954 G-K = -900 C-P = -885 G-L = 509 C-0 = 513 F-L = -434 D-0 = -527 F-M = 96 D-N = 80 E-M = -75 NOTES 1) This truss has been checked for unbalanced loading conditions. Job Truss Truss Type I Qty Ply 103086 - STONEBROOK 11 @ SANFORD / S96- 03086 F4 FLOOR f 1 1 Iiii(optional) Trussway Ltd., Orlando, FI 4.201 SR1 s Oct 19 2000 MiTek Industries, Inc. Tue Apr 24 17:07:41 2001 Page 1 1-3-0 Scale: 1/2"=1' 1.5x3 11 3x4 = 3x3 = 3x3 = 3x3 = 3x3 = 3x4 = 1.50 11 A B C D E F G H T1 D R C O EL1 E I 0 iP N M L K 4x5 = 3x4 = 3x3 = 1.5x3 11 1.5X3 11 3x3 = 3x4 = 4x5 2-" 5-3-0 0 7-9-0 "-0 11-6-0 14-3-0 2-9-0 2-" 1-3-0 1-3-0 1-3-0 2-" 2-9-0 Plate Offsets (X.Y): [1:0-3_-8Edgel, [P:0-3-8,Edoel LOADING (psf) SPACING 2-0-0 CS1 DEFL in (loc) I/defl PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0,40 Vert(LL) -0.09 M >999 M20 249/190 TCDL 15,0 Lumber Increase 1.00 BC 0.59 Vert(TL) -0.14 L-M >999 BCLL 0.0 Rep Stress Incr YES WB 0.32 Horz(TL) 0.04 1 n/a BCDL 8.0 Code SBC/ANSI95 Matrix) 1 st LC LL Min I/defl = 360 Weight: 79 lb LUMBER 2) Bearing at joint(s) P, I considers parallel to grain TOP CHORD 4 X 2 SYP No,2ND value using ANSIfTPI 1-1995 angle to grain formula. BOT CHORD 4 X 2 SYP No.2ND Building designer should verify capacity of bearing WEBS 4 X 2 SYP No.3 surface. 3) This truss has been designed with ANSI/TPI BRACING 1-1995 criteria. TOP CHORD 4) Recommend 2x6 strongbacks, on edge, spaced at Sheathed or 6-0-0 oc pudins, except end verticals. 10-0-0 oc and fastened to each truss with 3-16d BOT CHORD nails. Strongbacks to be attached to walls at their Rigid ceiling directly applied or 10-0-0 oc bracing. outer ends or restrained by other means. REACTIONS (lb/size) LOAD CASE(S) P = 875/0-3-8 Standard 1 875/0-3-8 FORCES (lb) - First Load Case Only TOP CHORD P-Q = -42 A-Q = -42 I-R = -42 H-R = 42 A-B = -2 B-C = -1349 C-D = -2055 D-E = -2252 E-F = -2055 F-G = -1349 G-H = -2 BOT CHORD O-P = 817 N-0 = 1838 M-N = 2252 L-M = 2252 K-L = 2252 J-K = 1838 I-i = 817 WEBS G-1 = -1153 B-P = -1153 G-J = 791 B-0 = 791 F-J = -727 C-0 = -727 F-K = 322 C-N = 322 E-K = -286 D-N = -286 D-M = 16 E-L = 16 NOTES 1) This truss has been checked for unbalanced loading APR 3 Zook conditions. Job I Truss Truss Type Qty Ply 03086 -- STONEBROOK 11 @ SANFORD / SBO 03086_ i F5 FLOOR Trussway Ltd., Orlando, Fl 4.201 SR1 s Oct 19 2000 MiTek Industries, Inc. Tue Apr 24 17:07:46 2001 Page 1 Scale = 1: 19.6 1 .5x3 11 3x3 = 3x3 = 1.50 11 1.5x3 11 3x3 = 3x3 = 150 11 A B C D E F T1 G H P W1 W WI VI 9 EL1 E 19 M L K 3x5 = 3x3 = 3x3 = 3x3 3x3 = 3x5 2-9-0 5-3-0 6-4-0 8-10-0 11-7-0 2-9-0 2-" 1-1-0 2-6-0 2-" Plate Offsets (X,Y): [1:0-2-0,Edqel, [N:0-2-0.Edoel LOADING (psf) SPACING 2-0-0 CS1 DEFL in (loc) I/defl PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.27 Vert(LL) -0.04 L >999 M20 249/190 TCDL 15.0 Lumber Increase 1.00 BC 0.38 Vert(TL) -0.06 L >999 BCLL 0.0 Rep Stress Incr YES WB 0.22 Horz(TL) 0,02 1 n/a BCDL 8.0 Code SBC/ANS195 Matrix) 1 st LC LL Min I/defi = 360 Weight: 66 lb LUMBER 3) Recommend 2x6 strongbacks, on edge, spaced at TOP CHORD 4 X 2 SYP No.2ND 10-0-0 oc and fastened to each truss with 3-16d BOT CHORD 4 X 2 SYP No.2ND nails. Strongbacks to be attached to walls at their WEBS 4 X 2 SYP No.3 outer ends or restrained by other means. BRACING LOAD CASE(S) TOP CHORD Standard Sheathed or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, REACTIONS (lb/size) N 70710-3-8 1 = 707/0-3-8 FORCES (lb) - First Load Case Only TOP CHORD N-0 = -37 A-0 = -37 I-P = -37 H-P = -37 A-B = -2 B-C = -1025 C-D = -1462 D-E = -1462 E-F = -1462 F-G = -1025 G-H = -2 BOT CHORD M-N = 655 L-M = 1351 K-L = 1462 J-K = 1351 I-i = 655 WEBS G-1 = -924 B-N = -924 G-J = 550 B-M = 550 F-J = -485 C-M = -485 F-K = 161 C-L = 161 D-L = -91 E-K = -91 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed with ANSIfTPI 1-1995 criteria. APR 3 i Job Truss i 103086 IF6 4x6 11 A B Truss Type City Ply 103086 - STONEBROOK 11 ( Z FLOOR o tiorlal 4.201 SR1 s Oct 19 2000 MiTek Industries, Inc. Tue 1-0-8 3x3 = 3x3 C D 3x3 = E 0-4-0 1-8-8 2-11-8 4-3-0 5-M 8-3-0 0-4-0 14-8 1-3-0 1-3-8 1-3-0 2-9-0 LOADING (psf) SPACING 2-0-0 TOLL 60.0 Plates Increase 1,00 TCDL 27.0 Lumber Increase 1.00 BCLL 0.0 Rep Stress Incr YES BCDL 8.0 Code SBC/ANSI95 LUMBER TOP CHORD 4 X 2 SYP No.2ND BOT CHORD 4 X 2 SYP No.2ND WEBS 4 X 2 SYP No.3 BRACING TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracfhg. REACTIONS (lb/size) G = 723/0-3-8 A = 734/0-3-8 FORCES (lb) - First Load Case Only TOP CHORD A-L = 13 G-M 45 F-M = -45 A-B 653 B-C = -640 C-D 1257 D-E = -1073 E-F 3 BOT CHORD K-L = 0 J-K 1257 I-i = 1257 H-1 1257 G-H = 811 WEBS E-G = -1045 A-K 824 E-H = 351 C-K 812 D-H = -243 C-J 113 D-1 = -85 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed with ANSI/TPI 1-1995 criteria. CS1 DEFL in loc) I/clefi TC 0.60 Vert(-L) 0.03 H-1 >999 BC 0.53 Vert(TL) 0.05 H-1 >999 WB 0.33 Horz(TL) 0.01 G n/a Matrix) 1st LC LL Min I/defi = 360 3) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-16d nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 5) CAUTION, Do not erect truss backwards. LOAD CASE(S) Standard PLATES M20 Weight: 44 lb Scale= 1:1 3.5 1.5x3 F GRIP 249/190 3X5 = Job I Truss Truss Type Oty Ply 103086 - STONEBROOK 11 @ SANFORD / SBO 03086 F7 FLOOR 1 1 optional) Trussway Ltd., Orlando, FI 4,201 SRI s Oct 19 2000 MiTek Industries, Inc. Tue Apr 24 17:07:57 2001 Page I 1-3-0 1-9-0 Scale = 1:127 1.5x3 11 3x3 = 1.5x3 11 3x3 = 1.50 11 A B C D E BL' B H G 3x3 1.5x3 11 2 3x5 = 3x5 1-6-0 3-6-0 6-3-0 1-" 2-" 2-9-0 Plate Offsets (X,Y): [17:0-3-8,Edgel, (1:0-3-8,Edgel LOADING (pso SPACING 2-0-0 CS1 DEFL in (loc) I/defl PLATES GRIP TCLL 40,0 Plates Increase 1.00 TC 0.35 Vert(LL) -0.03 F-G >999 M20 249/190 TCDL 15.0 Lumber Increase 1.00 BC 0.27 Vert(TL) -0.05 F-G >999 BCLL 0.0 Rep Stress Incr YES WB 011 Horz(TL) 0.00 F n/a BCDL 8.0 Code SBC/ANSI95 Matrix) 1st LC LL Min I/defl = 360 Weight: 37 lb LUMBER 4) Recommend 2x6 strongbacks, on edge, spaced at TOP CHORD 4 X 2 SYP No.2 10-0-0 oc and fastened to each truss with 3-16d BOT CHORD 4 X 2 SYP No.2 nails. Strongbacks to be attached to walls at their WEBS 4 X 2 SYP No.3 outer ends or restrained by other means. BRACING LOAD CASE(S) TOP CHORD Standard Sheathed or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 1 371/0-3-8 F 371/0-3-8 FORCES (lb) - First Load Case Only TOP CHORD I-i = -24 A-J = -24 F-K = -52 E-K = -52 A-B = -1 B-C = -380 C-D = -380 D-E = -2 BOT CHORD H-1 = 380 G-H = 380 F-G = 293 WEBS D-F = -412 B-1 = -524 D-G = 125 B-H = 82 C-G = -90 NOTES 1) This truss has been checked for unbalanced loading conditions, 2) Bearing at joint(s) 1, F considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing Asurface. 3) This truss has been designed with ANSI/TPI 1-1995 criteria. APR 3 Job Truss Truss Type Qty Ply 103086 - STONEBROOK 11 @ SANFORUD7S-B-0- 03086 F8 FLOOR 1 1 optional) Trussway Ltd., Orla-n—doFl 4.201 SR1 s Oct 19 2000 MiTek Industries, Inc. Tue Apr 24 17:09:12 2001 Page 1 0*0 Scale = 1:27.3 1 .50 11 3x3 48 3x5 3X3 11.50 11 3x3 3x5 z-- 4x8 3x3X311 A B C F GDET1Z H I i W5 9ci R Q EX P 0 N M L V 4x6 = 1.5x3 11 4x6 = 3x5 = 30 = 3x5 = 4x6 = 1 :5X3 11 4x6 3x3 tTPStP vowf-3 1-6-0 2-10-8 5-4-8 7-10-8 0-3-4 10-9-8 13-3-8 14-8-0 16-2-0 1-6-0 1-4-8 2-6-0 2-" 2-" 2-" 1-4-8 1-" LOADING (psf) SPACING 2-0-0 CS1 DEFL in (loc) Well PLATES GRIP TCLL 100.0 Plates Increase 1.00 TC 0.78 Vert(LL) -0.41 P >460 M20 249/190 TCDL 27.0 Lumber Increase 1.00 BC 0.94 Vert(TL) -0.56 P >341 BCLL 0A Rep Stress Incr YES WB 0A5 Horz(TL) 0.12 K n/a BCDL &0 Code SEIC/ANSI95 Matrix) 1st LC LL Min Well = 360 Weight: 98 lb LUMBER 2) Bearing at joint(s) T, K considers parallel to grain TOP CHORD 4 X 2 SYP SS value using ANSI/TPI 1-1995 angle to grain formula. BOT CHORD 4 X 2 SYP SS Building designer should verify capacity of bearing WEBS 4 X 2 SYP No.3 surface. 3) This truss has been designed with ANSIrrPI BRACING 1- 1995 criteria. TOP CHORD 4) Recommend 2x6 strongbacks, on edge, spaced at Sheathed or 4-6-1 oc purlins, except end verticals. 10-0-0 oc and,fastened to each truss with 3-160 BOT CHORD nails, Strongbacks to be attached to wells at their Rigid ceiling directly applied or 1 D-0-0 oc bracing. outer ends or restrained by other means. REACTIONS (lb/size) LOAD CASE(S) T 2165/0-3-8 Standard K 216510-3-8 FORCES (lb) - First Load Case Only TOP CHORD A-T = -121 J-K = -121 A-B = 7 B-C = -4202 C-D = -6632 D-E = -7574 E-F = -7574 F-G = -7574 G-H = -6632 H-1 = -4202 I-i = 7 BOT CHORD S-T = 2583 R-S = 2583 Q-R = 5825 P-Q = 7395 O-P = 7574 N-0 = 7395 M-N = 5825 L-M = 2583 K-L = 2583 WEBS B-T = -3289 B-S = 12 B-R = 2169 C-R = -2146 C-Q = 1085 D-Q = -1026 I-K = -3289 I-L = 12 I-M = 2169 H-M = -2146 H-N = 1085 G-N = -1026 G-0 = 236 F-0 = -132 D-P = 236 E-P = -132 NOTES 1}This truss has been checked for unbalanced loading conditions. Job Truss Truss Type I Oty Ply 103086 - STONEBROOK 11 @ SANFORD / SBO 03086 F9 FLOOR 1 1 o tional Trussway Ltd,, Orlando, FI 4.201 SR1 s Oct 19 2000 MiTek Industries, Inc. Mon Apr 30 12:17:14 001 Page 1 Scale = 1:24.9 3x3 = 4x7 = 3x4 = 3x3 = 3x3 = 3x4 = 47 = 3x3 A B C D Tj AZ 9 7V Ri rs Q P 0 N M L K 46 = 1.5x3 11 4x5 = 3x4 = 1.5x3 11 1.5x3 11 3x4 = 4x5 = 1,50 11 4x6 V41 Owr tt)fTAL-k- -TkAO-PJ e- 9 U V%5 t Vf, Vo,,J fQ 2-10-8 5-4-8 7-10-8 §1 9-4-8 11-10-8 14-9-0 2-10-8 2-6-0 2-" 0-3-0 1-3-0 2-6-0 2-10-8 Plate Offsets [I:Edqe,0-1-81 LOADING (psf) SPACING 2.0-0 CS1 DEFL in (loc) I/def! PLATES GRIP TCLIL 100.0 Plates Increase 1.00 TC; 0.97 Vert(LL) -0.30 M-N >584 M20 249/190 TCDL 27.0 Lumber Increase 1.00 BC 0.80 Vert(TL) -0.40 M-N >432 BCLIL 0.0 Rep Stress Incr YES WB 0.39 Horz(TQ 0.09 1 n/a BCDL 8.0 Code SBC/ANSI95 Matrix) 1st LC LL Min I/def! - 360 Weight: 89 lb LUMBER 2) This truss has been designed with ANSt/TPI TOP CHORD 4 X 2 SYP No.1 1-1995 criteria, BOT CHORD 4 X 2 SYP SS 3) Recommend 2x6 strongbacks, on edge, spaced at WEBS 4 X 2 SYP No.3 10-0-0 oc and fastened to each truss with 3-16d nails. Strongbacks to be attached to walls at their BRACING outer ends or restrained by other means. TOP CHORD Sheathed or 3-7-9 oc purlins, except end verticals. LOAD CASE(S) BOT CHORD Standard Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) R 1973/0-3-8 1 1973/0-3-8 FORCES (lb) - First Load Case Only TOP CHORD A-R = -122 H-1 = -122 A-B = 7 B-C = -3748 C-D = -5732 D-E = -6302 E-F = -5732 F-G = -3748 G-H = 7 BOT CHORD Q-R = 2338 P-Q = 2338 O-P = 5154 N-0 = 6302 M-N = 6302 L-M = 6302 K-L = 5154 J-K = 2338 I-i = 2338 WEBS B-R = -2977 B-P = 1888 C-P = -1860 C-0 = 778 D-0 = -750 G-I - -2977 G-K = 1888 F-K = -1860 F-L = 778 E-L = -750 E-M = 17 B-Q = 12 G-J = 12 D-N = 17 NOTES 1) This truss has been checked for unbalanced loading conditions, 03086 IF10 ay Ltd., Orlando, F i 1-3-0 FLOOR 1 1 4.201 SR1 s Oct 1-3-0 jrktS sm - U0 4x8 = 3x5 = 1.5x3 11 C!Vo r4o-C e5: vo anf 2-9-0 4-0-0 5-6-0 8-0-0 2-9-0 1-3-0 1-6-0 2-" LOADING (psf) SPACING 2-0-0 TCLL 100.0 Plates Increase 1.00 TCDL 27.0 Lumber Increase 1.00 BCLL 0.0 Rep Stress Incr YES BCDL 8.0 Code SBC/ANS195 LUMBER TOP CHORD 4 X 2 SYP No.2ND BOT CHORD 4 X 2 SYP No.2ND WEBS 4 X 2 SYP No.3 BRACING TOP CHORD Sheathed or 5-8-7 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) M = 1418/0-3-8 H - 1418/0-3-8 FORCES (lb) - First Load Case Only TOP CHORD A-M = -99 G-H 98 A-B = 0 B-C 2400 C-D = -3243 D-E 3243 E-F = -2409 F-G 0 BOT CHORD L-M = 1585 K-L 3243 J-K = 3243 I-J 3159 H-1 = 1592 WEBS F-H = -2057 B-M 2048 F-1 = 1100 B-L 1097 E-1 = -1009 C-L 1110 E-J = 111 C-K 79 D-J = -94 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed with ANSI/TPI 1-1995 criteria. CSI DEFL in loc) 1/defl TC 0.88 Vert(LL) 0.13 I-J >965 BC 0.95 Vert(TL) 0.18 I-J >696 WB 0.44 Horz(TL) 0.05 H n/a Matrix) 1 st LC ILL Min I/deft = 360 3) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-16d nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard 3x5 = Scale = 1:18.0. 48 = 2-9-0 PLATES GRIP M20 249/190 Weight: 58 lb APR 3 0 2001 Job Truss Truss Type Qty Ply 03086 - STONEBROOK 11 Co) SANFORD / SBO 03086 F11 FLOOR 1 1 optional) Trussway Ltd., Orlando, A 4.201 SR1 s Oct 19 2000 MiTek Industries, Inc. Tue Apr 24 17:06:23 2001 Page 1 1-3-0 1-0-0 1 T , 'Me- Scale = 1:11.6 1.50 II 1.5x3 II A2x3 II B3x3 = C D E3x3 = Fjx3 II O M I H 3x3 = 3x3 = 3x6 = APT 13.trk —%l T.b' !J 3x6 = 2-9-0 4-0-0 6-9-0 2-9-0 1-3-0 2-9-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) 1/defl PLATES GRIP TOLL 100.0 Plates Increase 1.00 TC 0.27 Vert(LL) -0.02 1 >999 M20 249/190 TCDL 27.0 Lumber Increase 1.00 BC 0.33 Vert(TL) -0.03 I-J >999 BCLL 0.0 Rep Stress Incr YES WB 0.24 Horz(TL) 0.01 G n/a BCDL 8.0 Code SBC/ANS195 Matrix) 1st LC LL Min I/deft= 360 Weight: 39 lb LUMBER TOP CHORD 4 X 2 SYP No.2ND BOT CHORD 4 X 2 SYP No.2ND WEBS 4 X 2 SYP No.3 BRACING TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) J = 878/0-3-8 G = 878/0-3-8 FORCES (lb) - First Load Case Only TOP CHORD A-J = -140 F-G = -140 A-B = 0 B-C = -1255 C-D = -1255 D-E = -1255 E-F = 0 BOT CHORD I-J = 877 H-1 = 1255 G-H = 877 WEBS E-G = -1133 B-J = -1133 E-H = 497 B-1 = 497 C-1 = -292 D-H = -292 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed with ANSI/TPI 1-1995 criteria. 3) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-16d nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard i Y F Job Truss Truss Type Qly Ply 03086-STONEBR O-Kni-(6--94WO R D S BO 03086 F12 FLOOR t 1 1 1 ootional) Trussway Ltd., Orlando, Fl 4.201 SR1 s Oct 19 2000 MiTek Industries, Inc. Tue Apr 24 17:06:27 2001 Page 1 1-3-0 1-0-0 Scale= 1:11.0 3x3 = 1.5x3 11 2x6 A 2x6 = B c D 3x3 = E N 1 K N 1Nl fz Z:!! A I H G 3x3 1 3x5 tip-ir (1j—CrT*LA— —TL I, low4 Ir'-V Lto t V'e' v4piloo 3x5 1-6-0 2-9-0 5-6-0 1-" 1-3-0 2-M Plate Offsets KY): [12:0-3-0,Edael, [F:0-2-0,Edge, [1:0-2-0,Edgel LOADING (psf) SPACING 2-0-0 CS1 DEFIL in floc) I/defi PLATES GRIP TCLL 100.0 Plates Increase 1.00 TC 0,46 Vert(LL) -0,03 F-G >999 M20 249/190 TCDL 27.0 Lumber Increase 1.00 BC 0.37 Vert(TL) -0.05 F-G >999 BCLL 0.0 Rep Stress Incr YES WB 0.21 Horz(TL) 0.01 F n/a BCDL 8.0 Code SBC/ANS195 Matrix) list LC LL Min I/clefi = 360 Weight: 32 Ib LUMBER 4) Recommend 2x6 strongbacks, on edge, spaced at TOP CHORD 4 X 2 SYP No.2 10-0-0 oc and fastened to each truss with 3-1 6d BOT CHORD 4 X 2 SYP No.2 nails, Strongbacks to be attached to walls at their WEBS 4 X 2 SYP No,3 outer ends or restrained by other means. BRACING LOAD CASE(S) TOP CHORD Standard Sheathed or 5-6-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 1 709/0-3-8 F = 709/0-3-8 FORCES (lb) - First Load Case Only TOP CHORD A-1 = -118 E-F = -130 A-B = 0 B-C = -776 C-D = -776 D-E = 0 BOT CHORD H-1 = 776 G-H = 776 F-G = 670 WEBS D-F = -866 B-1 = -985 D-G = 140 B-H = 104 C-G = -126 NOTES 1) This truss has been checked for unbalanced loading conditions, 1 2) Bearing at joint(s) 1, F considers parallel to grain value using ANSI(TPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 3) This truss has been designed with ANSI[TPI 1-1995 criteria. APR 3 Job Truss Truss Type City Ply 03086 - STONEBROOK 11 @ SANFORD / SBO 03086 F13 FLOOR 1 1 1 I (optional) Trussway Ltd., Orlando, FI 4.201 SR1 s Oct 19 2000 MiTek Industries, Inc. Tue Apr 24 17:06:31 2001 Page 1 1-3-0 1-3-0 Scale = 1:22.5 1.5x3 11 3x3 = 3x3 = 1 .5x3 11 3x3 = 3x3 = 3x3 = 1.50 11 A B C D E F G H D Q C V1 9 EL1 EW 19 1 T N M L K 3x5 = 3x3 = 3x3 = 11.50 11 3x3 = 3x3 = 3x5 2-9-0 5-3-0 6-9-0 8-0-0 10-" 13-3-0 2-9-0 2-6-0 1-" 13-0 2-" 2-9-0 Plate Offsets (X,Y): [1:0-2-0,Ede l, [0:0-2-0,Edoel LOADING (psf) SPACING 2-0-0 CS1 DEFIL in (loc) I/defi PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.43 Vert(LL) -0.09 K-L 999 M20 249/190 TCDL 15.0 Lumber Increase 1.00 BC 0.71 Vert(TL) -0.14 K-L 999 BCLL 0.0 Rep Stress Incr YES WS 028 Horz(TL) 0.03 1 n/a BCDL 8.0 Code SBC/ANSI95 Matrix) 1st LC LL Min I/defl = 360 Weight: 73 lb LUMBER 2) This truss has been designed with ANSIITPI TOP CHORD 4 X 2 SYP No.2ND 1-1995 criteria. BOT CHORD 4 X 2 SYP No.2ND 3) Recommend 2x6 strongbacks, on edge, spaced at WEBS 4 X 2 SYP No.3 10-0-0 oc and fastened to each truss with 3-16d nails, Strongbacks to be attached to walls at their BRACING outer ends or restrained by other means. TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals. LOAD CASE(S) BOT CHORD Standard Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 0 812/0-3-8 1 812/0-3-8 FORCES (lb) - First Load Case Only TOP CHORD O-P = -35 A-P = -35 1-0 = -43 H-Q = -43 A-13 = -2 B-C = -1217 C-D = -1910 D-E = -1910 E-F = -1820 F-G = -1230 G-H = -2 BOT CHORD N-0 = 758 M-N = 1650 L-M = 1910 K-L = 1910 J-K = 1668 I-J = 752 WEBS G-1 = -1061 B-0 = -1070 G-J = 710 B-N = 682 F-J = -652 C-N = -643 F-K = 226 C-M = 376 E-K = -130 D-M = -170 E-L = -78 NOTES 1) This truss has been checked for unbalanced loading conditions. Job Truss Truss Type City Ply 03086 - STONEBROOK 110) SANFORD / SBO 03086 F14 FLOOR 1 1 optional) Trussway Ltd,, Orlando, FI 4.201 SR1 s Oct 19 2000 MiTek Industries, Inc. Tue Apr 24 17:06:36 2001 Page 1 Scale = 1:25.9 1.50 11 3x4 = 3x3 = 3x3 = 3x3 = 3x3 = 3x4 = 1.50 11 A B C D E F T I G H R L W1 R I W1 8 0 N M L K 3x5 = 3x4 = 3x3 = 1.50 11 1.50 11 3x3 = 3x4 = 3x5 2-9-0 5-3-0 6-" 8-" 1 0-M 12-" 15-3-0 t 2-9-0 2-" 1-3-0 2-3-0 1-3-0 2-" 2-9-0 Plate Offsets Kyj. LL1:0 2.0-2-00 Edgel, [P:0-2-0,Edoel LOADING (psf) SPACING 2-0-0 CS1 DEFIL in (loc) I/defi PLATES GRIP TCLL 40. 0 Plates Increase 1.00 TC 0A0 Vert(LL) -0A2 L-M >999 M20 249/190 TCDL 15. 0 Lumber Increase 1.00 BC 0Z8 Vert(TL) -0.19 L-M >959 BCLL 0. 0 Rep Stress Incr YES WB 0.35 Horz(TL) 0.05 1 n/a BCDL 8. 0 Code SBCIANS195 Matrix) 1st LC LL Min I/defi = 360 Weight: 82 lb LUMBER 2) This truss has been designed with ANSVTPI TOP CHORD 4 X 2 SYP No.2ND 1-1995 criteria. BOT CHORD 4 X 2 SYP No.2ND 3) Recommend 24 strongbacks, on edge, spaced at WEBS 4 X 2 SYP No.3 10-0-0 oc and fastened to each truss with 3-16d nails. Strongbacks to be attached to walls at their BRACING outer ends or restrained by other means. TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals. LOAD CASE(S) BOT CHORD Standard Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/ size) P 938/ 0-3-8 1 938/ 0-3-8 FORCES (lb) - First Load Case Only TOP CHORD P-Q = - 41 A-Q = -41 I-R = - 41 H-R = -41 A-B = - 2 B-C = -1469 C-D = - 2291 D-E = -2556 E-F = - 2291 F-G = -1469 G-H = - 2 BOT CHORD O-P = 881 N-0 = 2013 M-N = 2556 L-M = 2556 K-L = 2556 J-K = 2013 I-J = 881 WEBS G- 1 = - 1243 B-P = -1243 G-J = 874 B-0 = 874 F-J = - 810 C-0 = -810 F-K = 413 C-N = 413 E-K = - 384 D-N = -384 D-M = 27 E-L = 27 NOTES 1) This truss has been checked for unbalanced loading conditions. APR 3 Job Truss Truss Type Qty Ply 03086 - STONEBROOK 11 @ SANFORD I SBO IF1503086 FLOOR 1 1 jopticinofloral Trussway Ltd., Orlando, FI 4.201 SRI s Oct 19 2000 MiTek Industries, Inc. Mon Apr 30 12:09:17 2001 Page 1 1-3-0 1-6-0 Scale = 1:29.4 1.50 11 4x4 3x3 3x3 1,50 11 1.50 11 3x3 3x3 4x41.50 11 TI---- T 9 Q P 0 N M L 46 = 4x4 = 3x3 = 3x3 = 3x3 = 3x3 = 4x4 = 46 2-9-0 5-3-0 7-9-0 1 9-" 12-" 14-" 17-3-0 2-" 2-" 2-" 1-9-0 2-6-0 2-" 2-9-0 I Plate Offsets MY): [K:0-4-8,Edqel, [R:0-4-8.Edoel I LOADING (psf) SPACING 2-0-0 CS1 DEFL in (too) I/defl PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.43 Vert(LL) -0.19 N-0 999 M20 249/190 TCDL 15.0 Lumber Increase 1.00 BC 0.84 Vert(TL) -0.30 N-0 688 BCLL 0.0 Rep Stress [nor YES WB 0.42 Horz(TL) 0.07 K n/a BCDL 8.0 Code SBC/ANSI95 Matrix) 1st LC LL Min I/defl = 360 Weight: 93 lb LUMBER TOP CHORD 4 X 2 SYP No.2ND BOT CHORD 4 X 2 SYP No.2ND WEBS 4 X 2 SYP No.3 BRACING TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals. BOTCHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) R 1064/0-3-8 K = 1064/0-3-8 FORCES (lb) - First Load Case Only TOP CHORD R-S 42 A-S 41 K-T 42 J-T 41 A-6 2 B-C 1708 C-D 2762 D-E 3287 E-F 3287 F-G 3287 G-H 2762 H-1 1708 I-i 2 BOT CHORD Q-R 1006 P-0 2368 O-P 3119 N-0 3287 M-N 3119 L-M 2368 K-L 1006 WEBS I-K 1420 B-R 1420 I-L 1043 B-Q 1043 H-L 982 C-Q 982 H-M 585 C-P 585 G-M 531 D-P 531 G-N 243 D-0 243 E-0 143 F-N 143 2) Bearing at joint(s) R, K considers parallel to grain value using ANSIrTPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 3) This truss has been designed with ANSIfTPI 1-1995 criteria. 4) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-16d nails, Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard NOTES 1) This truss has been checked for unbalanced loading APR 3conditions. I Job Truss Truss Type Qty Ply 03086 - STONEBROOK II @ SANFORD / SBO 03086 F20 FLOOR 1 1 optional) Trussway Ltd., Orlando, FI 4.201 SR1 s Oct 19 2000 MiTek industries, Inc. Tue Apr 24 17:06:45 2001 Page 1 1-3-0 — 1f---90 — 1 Scale = 1:27.7 1.5x3 11 3x5 = 3x3 = 3x3 = 1.5x3 II 3x3 = 3x3 = 3x5 = 1.50 11 A B C D E F G Tj H I R S o 1 1 P O N M L K 4x6 = 3x5 = 3x3 = 1.50 II 3x3 = 3x3 = 3x5 = 46 = 2-9-0 5-3-0 6-6-0 8-6-0 11-0-0 13-6-0 16-3-0 2-9-0 2-6-0 1-3-0 2-0-0 2-6-0 2-6-0 2-9-0 Plate Offsets X Y : J:0-4-8 Ede Q:0-4-8 Ed e LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) Well PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.50 Vert(LL) -0.17 L-M >999 M20 249/190 TCDL 15.0 Lumber Increase 1.00 BC 0.86 Vert(TL) -0.28 L-M >697 BCLL 0.0 Rep Stress Incr YES WB 0.38 Horz(TL) 0.06 J n/a BCDL 8.0 Code SBC/ANSI95 Matrix) 1st LC LL Min I/deft = 360 Weight: 88 lb LUMBER 2) Bearing at joint(s) Q, J considers parallel to grain TOP CHORD 4 X 2 SYP No.2ND value using ANSVTPI 1-1995 angle to grain formula. BOT CHORD 4 X 2 SYP No.2ND Building designer should verify capacity of bearing WEBS 4 X 2 SYP No.3 surface. 3) This truss has been designed with ANSI/TPI BRACING 1-1995 criteria. TOP CHORD 4) Recommend 2x6 strongbacks, on edge, spaced at Sheathed or 6-0-0 oc purlins, except end verticals. 10-0-0 oc and fastened to each truss with 3-16d BOT CHORD nails. Strongbacks to be attached to walls at their Rigid ceiling directly applied or 10-0-0 oc bracing. outer ends or restrained by other means. REACTIONS (lb/size) LOAD CASE(S) Q = 1001/0-3-8 Standard J = 100110-3-8 FORCES (lb) - First Load Case Only TOP CHORD Q-R = -40 A-R = -40 J-S = -41 I-S = 41 A-B = -2 B-C = -1588 C-D = -2529 D-E = -2893 E-F = -2893 F-G = -2534 G-H = -1586 H-1 = -2 BOT CHORD P-Q = 946 O-P = 2183 N-O = 2893 M-N = 2893 L-M = 2826 K-L = 2192 J-K = 943 WEBS H-J = -1331 B-Q = -1335 H-K = 956 B-P = 954 G-K = -900 C-P = -885 G-L = 509 C-O = 513 F-L = -434 D-O = -527 F-M = 96 D-N = 80 E-M = -75 NOTES 1) This truss has been checked for unbalanced loading conditions. R 1J Job Truss Truss Type Qty Rly 03086-STONEBROOKII @SANFORD/SBO 03086 F21 FLOOR 1 1 optional) Trussway Ltd,, Orlando, FI 4.201 SR1 s Oct 19 2000 MiTek Industries, Inc. Tue Apr 24 17:06:54 2001 Page 1 1-3-0 1-5-0 Scale = 1:18A 1.50 11 3x3 = 3x3 = 1.50 11 3x3 = 3x3 = 1.50 11 A B C D E F G 0 C EL1 WI WI WI WI EL1 I L K J 3x3 3X5 = 3x3 = 1.50 11 3X3 = 3x5 2-9-0 4-0-0 5-8-0 8-2-0 10-11-0 2-9-0 1-3-0 1-8-0 2-6-0 2-9-0 Plate Offsets (X,Y): [H:0-2-0,Edqel, W:0-2-0.Edael LOADING (psf) SPACING 2-0-0 CS1 DEFIL in (loc) I/def! PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC; 0.38 Vert(LL) -0.04 I-J 999 M20 249/190 TCDL 15.0 Lumber Increase 1.00 BC 0.41 Vert(TL) -0.08 I-J 999 BCLL 0.0 Rep Stress Incr YES WB 0,20 Horz(TL) 0.02 H n/a BCDL 8.0 Code SBC/ANS195 Matrix) 1st LC LL Min Ildefl = 360 Weight: 61 lb LUMBER 3) Recommend 2x6 strongbacks, on edge, spaced at TOP CHORD 4 X 2 SYP No.2ND 10-0-0 oc and fastened to each truss with 3-16d BOT CHORD 4 X 2 SYP No,2ND nails, Strongbacks to be attached to walls at their WEBS 4 X 2 SYP No.3 outer ends or restrained by other means. BRACING LOAD CASE(S) TOP CHORD Standard Sheathed or 6-0-0 oc purlins, except end verticals, BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) M = 665/0-3-8 H = 665/0-3-8 FORCES (lb) - First Load Case Only TOP CHORD M-N = -40 A-N = -40 H-0 = -38 G-0 = -38 A-B = -2 B-C = -944 C-D = -1276 D-E = -1276 E-F = -949 F-G = -2 BOT CHORD L-M = 608 K-L = 1276 J-K = 1276 I-J = 1232 H-1 = 613 WEBS F-H = -865 B-M = -857 F-I = 499 B-L = 500 E-1 = 421 C-L = -481 E-J = 64 C-K = 55 D-J = -45 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed with ANSI/TPI 1-1995 criteria, APR 3 Job Truss Truss Type Qty Ply 7 03086 - STONEBROOK 11 @ SANFORD / SBO 03086 F22 FLOOR optional) Trussway Ltd., Orlando, Fl 4.201 SR1 s Oct 19 2000 MiTek Industries, Inc, Tue Apr 24 17:06:57 2001 Page 1 1-3-0 P:2: Scale = 1:36.8 3x3 = 1.5x3 11 1,5x3 I 1.5x3 11 4x5 = 3x5 = 3x6 FP= 3x3 = 3x3 = 3x3 = 3x3 = 3x5 = 4x5 G H IT9 i K L z 2 AAj_ B I RX EBII Y X W v U T S R Q P 0 N 3x5 = 3x6 FP= 3x5 = 3x3 = 3x3 = 3x3 = 3x5 = 4x5 = 3x7 4x5 = 3x6 = 3x6 FP= 2-9-0 5-3-0 7-9-0 1 0-M 113-0, 13-9-0 16-3-0 18-" 21-7-8 2-9-0 2." 2-" 2-" 1-" 2-6-0 2-" 2-" 2-10-8 Plate Offsets (X,Y): [N:0-2-8,Edgel, [Y:0-2-0.Edoel LOADING (psf) SPACING 2-0-0 CS1 DEFL in (loc) I/defl PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.64 Vert(LL) -0.39 S >659 M20 249/190 TCDL 15.0 Lumber Increase 1.00 BC 0.98 Vert(TL) -0.61 S >419 BCLL 0.0 Rep Stress Incr YES WB 0.56 Horz(TL) 0.12 N n/a BCDL 8.0 Code SBC/ANS195 Matrix) 1st LC LL Min I/defl = 360 Weight: 120 lb LUMBER WEBS TOP CHORD 4 X 2 SYP No.2 L-N = -1836 L-0 = 1396 BOT CHORD 4 X 2 SYP No.2 *Except* K-0 = -1333 K-Q = 953 B2 4 X 2 SYP No.1 J-Q = -903 J-R = 524 WEBS 4 X 2 SYP No.3 I-R = 466 I-S = 153 H-S = -88 G-S = 2 BRACING TOP CHORD NOTES Sheathed or 5-5-14 oc purlins, except end verticals. 1) This truss has been checked for unbalanced BOT CHORD loading conditions. Rigid ceiling directly applied or 10-0-0 oc bracing. 2) This truss has been designed with ANSVTPI 1-1995 criteria. REACTIONS (lb/size) 3) Recommend 2x6 strongbacks, on edge, spaced at Y 1336/0.3-8 10-0-0 oc and fastened to each truss with 3-16d N = 1329/0-3-8 nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. FORCES (lb) - First Load Case Only TOP CHORD LOAD CASE(S) Y-Z = -41 A-Z = -41 Standard N-AA = -41 M-AA = -36 A-B = -2 B-C = -2224 C-D = -3776 D-E = -3776 E-F = -4750 F-G = -5185 G-H = -5186 H-1 = -5186 I-J = -4767 J-K = -3807 K-L = -2269 L-M = -4 BOT CHORD X-Y = 1278 W-X = 3127 V-W = 3127 LI-V = 4391 T-U = 5071 S-T = 5185 R-S = 5081 Q-R = 4415 P-Q = 3166 O-P = 3166 N-0 = 1330 WEBS B-Y = -1805 B-X = 1406 C-X = -1343 C-V = 964 E-V = -914 E-Ll = 534 F-U = -477 F-T = 165 G-T = -93 APR 3 Job Truss Truss Type Qty I Ply 03086 - STONEBROOK 11 @ SANFORD / SBO 03086 F23 FLOOR optional) Trussway Ltd., Orlando, FI 4.201 SR1 s Oct 19 2000 MiTek Industries, Inc. Tue Apr 24 17:07:05 2001 Page 1 Scale = 1:20,8 3x6 11 3x3 = 3x3 = 1.5x3 I i 3x3 = 3x3 = 1.50 A B G D E F T') G H I Tb i I W5 P WI WI 9 EL1 19 0 N M L K 1.50 11 3x4 = 3x3 = 1.5x3 11 3x3 = 3x3 = 3x5 Q-3-8 1-8-0 4-2-0 5-5-0 7-0-0 9-8_0 12-3-0 0-38 1-4-8 2-" 1-3-0 1-7-0 2-" 2-9-0 Plate Offsets (KY): [1:0-2-0,Edoel LOADING ( psf) SPACING 2-0-0 CS1 DEFL in (loc) I/defi PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.36 Vert(LL) -0.05 L >999 M20 249/190 TCDL 15.0 Lumber Increase 1,00 BC 0.42 Vert(TL) -0.07 L >999 BCLL 0,0 Rep Stress Incr YES WB 0.34 Horz(TL) 0,00 1 n1a BCDL 8.0 Code SBC/ANSI95 Matrix) 1st LC LL Min I/defl = 360 Weight: 67 lb LUMBER 3) Recommend 2x6 strDngbacks, on edge, spaced at TOP CHORD 4 X 2 SYP No,2 10-0-0 oc and fastened to each truss with 3-16d BOT CHORD 4 X 2 SYP No.2 nails, Strongbacks to be attached to walls at their WEBS 4 X 2 SYP No.3 outer ends or restrained by other means, 4) Gap between inside of top chord bearing and first BRACING diagonal or vertical web shall not exceed 0.500in. TOP CHORD 5) CAUTION, Do not erect truss backwards. Sheathed or 6-0-0 oc purlins, except end verticals. BOT CHORD LOAD CASE(S) Rigid ceiling directly applied or 10-0-0 oc bracing. Standard REACTIONS ( lb/size) 1 = 735/0-3-8 A 742/0-3-0 FORCES ( lb) - First Load Case Only TOP CHORD A- 0 = 6 I-P - -36 H- P = -36 A-B = -613 B- C = -606 C-D = -1366 D- E = -1577 E-F = -1577 F- G = -1076 G-H = -2 BOT CHORD N- 0 = 0 M-N = 1126 L- M = 1577 K-L = 1577 J- K = 1430 I-J = 682 WEBS G- 1 = -962 A-N = 858 G- J = 585 C-N = -772 F- J = -526 C-M = 357 F- K = 214 D-M = -306 D- L = -5 E-K = -107 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed with ANSI/TPI 1-1995 criteria, Job Truss Truss Type Qty Ply 103086 - STONEBROOK 11 @ SANFORD / SBO 03086 F24 FLOOR 1 1 optional) Trussway Ltd., Orlando, FI 4.201 SR1 s Oct 19 2000 MiTek Industries, Inc. Tue Apr 24 17:07:10 2001 Page I 1-3-0 1-8-4 1512 Scale = 1:46.3 3x3 = 3x3 = 1.50 11 1.50 11 3x3 1.5x3 11 3x3 = 3x3 = 3x3 = 3x6 FP= 44 = 3x3 11 3x4 = 3x3 = 3x3 = 1.50 1! A B C T1 E F G H I i K T9 L M N 0 P AFB2 2 1 AF AD AC AB AA z Y X W v U T S R Q 3x5 = 3x3 = 3x3 = 30 = 4x4 = 3x6 FP= 3x4 = 3x3 = 3x3 = 30 = 3x5 1.50 11 1.50 11 3x6 = 2-9-0 5-3-0 6-" 8-5-4 9-8-4, 12-2-4 14-9-12 17-5-4 19-11-4 21-" 24-2-0 26-11-0 2-9-0 2-" i-m 1-11-4 1-3-0 2-" 2-7-8 2-7-8 2-" 1 -8-12 2-" 2-9-0 Plate Offsets (X,Y): [Q:0-2-0,Edgel, [AD:0-2-0.Edoel LOADING (psf) SPACING 2-0-0 CS1 DEFIL in (loc) I/defl PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.59 Vert(LL) -01 1AA-AB >999 M20 249/190 TCDL 15.0 Lumber Increase 1.00 BC 0.80 Vert(TL) -0. 1 8kA-AB >983 BCLL 0.0 Rep Stress Incr YES WB 0.40 Horz(TL) 0.04 0 n/a BCDL 8.0 Code SBC/ANSI95 (Matrix) 1st LC LL Min I/defl = 360 Weight: 145 lb LUMBER BOT CHORD TOP CHORD 4 X 2 SYP No.2ND V-W = -450 U-V = 450 BOT CHORD 4 X 2 SYP No.2ND T-U = 589 S-T = 976 WEBS 4 X 2 SYP No.3 R-S = 1042 Q-R = 548 WEBS BRACING I-W = -98 B-AD = -1037 TOP CHORD H-W = -1372 B-AC = 691 Sheathed or 6-0-0 oc purlins, except end verticals, H-X = 996 C-AC = -637 BOT CHORD F-X = -936 C-AB = 197 Rigid ceiling directly applied or 10-0-0 oc bracing, F-Y = 572 D-AB = -71 Except: E-Y = -629 D-AA = -108 6-0-0 oc bracing: W-X,U-W,T-U. E-Z = 153 O-Q = -773 J-W = -1170 O-R = 418 REACTIONS (lb/size) J-U = 780 N-R = -316 AD = 797/0-3-8 K-U = -765 N-S = -95 Q = 599/0-3-8 K-T = 560 L-T = -290 W 1951/0-3-8 M-S = 16 Max Grav AD = 824(load case 2) NOTES 0 = 660(load case 3) 1) This truss has been checked for unbalanced W = 1951 (load case 1) loading conditions. 2) This truss has been designed with ANSIITPI FORCES (lb) - First Load Case Only 1-1995 criteria. 1 TOP CHORD 3) Recommend 2x6 strongbacks, on edge, spaced at AD-AE = -44 A-AE = -44 10-0-0 oc and fastened to each truss with 3-16d Q-AF = -39 P-AF = -39 nails. Strongbacks to be attached to walls at their A-B = -2 B-C = -1201 outer ends or restrained by other means. C-D = -1762 D-E = -1811 4) CAUTION, Do not erect truss backwards, E-F = -1377 F-G = -362 G-H = -362 H-1 = 1278 LOAD CASE(S) I-i = 1278 J-K = -74 Standard K-L = -976 L-M = -976 M-N = -976 N-0 = -829 O-P = -2 BOT CHORD AC -AD = 736 AB -AC = 1629 AA -AB = 1811 Z-AA = 1811 Y-Z = 1811 X-Y = 992 Job Truss Truss Type Qty Ply 03086 - STONEBROOK 11 @ SANFORD / SBO 03086 F25 FLOOR 1 1 Trussway Ltd,, Orlando, FI 4.201 SR1 s Oct 19 2000 MiTek industries, Inc, Mon Apr 30 12:12:12 2001 Page 1 4:2:2i I160 ot8 4 3x3 1.5x3 11 A B el I. IIII I II " II I " I I+1-s 1 Ill\ JJ AH 3x5 3x3 = 3x3 = 6x6 3x3 = 3x3 = 1.5x3 11 3x6 FP= 6x6 = C D E F G H I J—K L AG AF AE AD 3X3 = 3X3 = 3x3 1.5X3 11 AC AB AA Z Y X 3x6 FP= 1.5x3 11 4x4 3x3 = 4x4 = 1.5x3 11 1.5x3 11 3x3 = 3x3 = 3x3 M To N 0 P W V U 3x3 = 3x3 1.5x3 II T 3x3 Scale = 1:46.3 3x3 1.5x3 11 Q R 1 AJ 1c;1 S 3x5 15-0-0 2-9-0 5-3-0 6-" 8-3-0 10-9-0 14-7-8 14-4-326-4-8 18-10-8 20-1-8, 21 24-2-0 26-11-0 2-" 2-" 1-3-0 1-9-0 2-" 3-10-8 0-'2-4 1-4-8 2-" 1-3-0, 1-" 2-" 2-9-0 0-2-4 LOADING (psf) SPACING 2-0-0 TCLL 40.0 Plates Increase 1.00 TCDL 15.0 Lumber Increase 1.00 BCLL 0.0 Rep Stress Incr YES BCDL 8.0 Code SBC/ANS195 LUMBER TOP CHORD 4 X 2 SYP No.2ND BOT CHORD 4 X 2 SYP No.2ND WEBS 4 X 2 SYP No.3 BRACING TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS (lb/size) AH = 78410-3-8 S = 587/0-3-8 1 = 1089/0-3-8 K 886/0-3-8 Max Grav AH = 81 0(load case 2) S = 641 (load case 3) J = 1205(load case 2) K = 990(load case 3) FORCES (lb) - First Load Case Only TOPCHORD AH- Al = "45 A -Al = -45 S- AJ = -39 R-AJ = -39 A- B = -2 B-C = -1177 C- D = -1714 D-E = -1749 E- F = -1749 F-G = -905 G- H = -905 H-1 = 357 I- i = 347 J-K = 1233 K- L = 478 L-M = 489 M- N = -530 N-0 = -W O- P = -948 P-Q = -805 Q- R = -2 BOT CHORD 1 AG-AH = 723 AF-AG = 1594 AE- AF = 1749 AD-AE = 1749 AC - AD = 1393 CS1 DEFL in (loc) I/defi TC 0.45 Vert(LL) -0.11AE-AF >999 BC 0.80 Vert(TL) -0.17AE-AF >999 WB 0.50 Horz(TL) 0.04 S n/a Matrix) 1 st LC LL Min I/defl = 360 BOT CHORD AB - AC = 408 AA -AB = 408 Z- AA = -1233 Y-Z = -1233 X- Y = -1233 W-X = 145 V- W = 948 U-V = W T- U = 1012 S-T = 536 WEBS J- Z = 46 K-Y = -23 B- AH = -1019 J-AA = 1238 B- AG = 675 H-AA = -1137 C- AG = -620 H-AC = 739 C- AF = 179 F-AC = -725 D- AF = -50 F-AD = 516 D- AE = -114 E-AD = -240 O- S = -756 K-X = 1051 Q- T = 400 M-X = -943 P- T = -307 M-W = 573 P- U = -92 N-W = -605 N- V = 117 O-U = 21 NOTES 1) This truss has been checked for unbalanced loading conditions, 2) This truss has been designed with ANSI/TPI 1- 1995 criteria. 3) Recommend 2x6 strongbacks, on edge, spaced at 10- 0-0 oc and fastened to each truss with 3-16d nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 5) CAUTION, Do not erect truss backwards. LOAD CASE(S) Standard PLATES GRIP M20 249/190 Weight: 147 lb APR 3 0 ZOO' Job Truss Truss Type Oty Ply 103086 - STONEBROOK 11 @ SANFORD / SBO 03086 F26 FLOOR 1 1 1 I (optional) russway Ltd., Orlando, FI 4.201 SRI s Oct 19 2000 MiTek Industries, Inc. Tue Apr 24 17:07:27 2001 Page 1-3-0 1-2-8 Scale = 1:13.0 1.5x3 11 3x3 = 1.50 11 1.5x3 11 3x3 = 1.50 11 A B C D E F I T! K IN, IV, O q BLI IlL H 3x3 3x3 3x5 = 3x5 2-9-0 4-2-8 6-11-8 2-9-0 1-5-8 2-9-0 Plate Offsets KY): [13:0-2-0,Edgel, [J:0-2-0,Edge] LOADING (psf) SPACING 2-0-0 CS1 DEFL in (loc) I/defl PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0,10 Vert(LL) -0.01 1 999 M20 249/190 TCDL 15.0 Lumber Increase 1.00 BC 0.17 Vert(TL) -0.02 I-J 999 BCLL 0.0 Rep Stress Incr YES WB 0.10 Horz(TL) 0.00 G n/a BCOL 8.0 Code SBCIANS195 Matrix) 1st LC LL Min I/defi = 360 Weight 41 lb LUMBER TOP CHORD 4 X 2 SYP No.2ND LOAD CASE(S) BOT CHORD 4 X 2 SYP No.2ND Standard WEBS 4 X 2 SYP II BRACING TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 1 416/0-3-8 G 416/0-3-8 FORCES (lb) - First Load Case Only TOP CHORD J-K = -58 A-K = -58 G-L = -58 F-L = -58 A-B = -3 B-C = -510 C-D = -510 D-E = -510 E-F = -3 BOTCHORD 1-i = 342 H-1 = 510 G-H = 342 WEBS E-G = -480 B-J = -480 E-H = 244 B-1 = 244 C-1 = -142 D-H = -142 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed with ANSI/TPI 1-1995 criteria. 3) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-16d nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. APR 3 Job Truss Truss Type Qty I Ply 103086 - STONEBROOK 11 @ SANFORD / SBO 03086 F27 FLOOR optional) Trussway Ltd., Orlando, FI 4.201 SRI s Oct 19 2000 MiTek Industries, Inc. Tue Apr 24 17:07:31 2001 Page 1 Scale = 1:16.3 4x6 11 3X3 = 1.50 11 3x3 = 1,50 11 A B C D E3x3 = TO F G I N BI E M L K i I 1.50 11 3x5 = 3x3 = 11.50 11 30 = 3x5 Q-3-a 1-8-0 4-2-0 5-7-8 6-10-8 9-7& 0-3-8 1-4-8 2-" 1-5-8 1-3-0 2-9-0 Plate Offsets MY): [A:0-I-8,Ede 1.l`H:0-2-0.Edg2j LOADING (psf) SPACING 2-0-0 CS1 DEFL in (loc) I/defl PLATES GRIP TCLL 60.0 Plates Increase 1.00 TC 0.49 Vert(LL) -0.05 J >999 M20 249/190 TCDL 27.0 Lumber Increase 1.00 BC 0.60 Vert(TL) -0.07 J >999 BCLL 0.0 Rep Stress Incr YES WB 0A1 Horz(TL) 0.01 H n/a BCDL 8.0 Code SBC/ANS195 Matrix) list LC LL Min I/defl = 360 Weight: 51 lb LUMBER 3) Recommend 2x6 strongbacks, on edge, spaced at TOP CHORD 4 X 2 SYP No.2ND 10-0-0 oc and fastened to each truss with 3-16d BOT CHORD 4 X 2 SYP No.2ND nails. Strongbacks to be attached to walls at their WEBS 4 X 2 SYP No.3 outer ends or restrained by other means. 4) Gap between inside of top chord bearing and first BRACING diagonal or vertical web shall not exceed 0.500in. TOP CHORD 5) CAUTION, Do not erect truss backwards. Sheathed or 6-0-0 oc purlins, except end verticals. BOT CHORD LOAD CASE(S) Rigid ceiling directly applied or 10-0-0 oc bracing. Standard REACTIONS (lb/size) H 85810-3-8 A 869/0-3-0 FORCES (lb) - First Load Case Only TOP CHORD A-M = 10 H-N = -51 G-N = -51 A-B = -814 B-C = -802 C-D = -1756 D-E = -1756 E-F = -1390 F-G = -3 BOT CHORD L-M = 0 K-L = 1497 J-K = 1756 I-J = 1756 H-1 = 968 WEBS F-H = -1247 A-L = 1032 F-I = 568 C-L = -935 E-1 = -482 C-K = 341 D-K = -145 E-J = -49 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed with ANSI/TPI 1-1995 criteria. APR 3 0 2001 03086 C4 FLOOR I1 I1 Truss Orlando. FI 4.201 SR1 s Oct 1 1.5x3 11 1.5x3 11 1.50 11 A B C 1.5x3 11 D 3x3 11 1.5x3 11 1.5x3 11 3x3 11 1-- 1-4-0 1-5-1P 2-6-0 ?-8-9_ 4-0-0 1 LOADING (psf) SPACING 2-0-0 TCLL 40.0 Plates Increase 1.00 TCDL 15.0 Lumber Increase 1.00 BCLL 0.0 Rep Stress Incr YES BCDL 8.0 Code SBC/ANSI95 LUMBER TOP CHORD 4 X 2 SYP No.3 BOT CHORD 4 X 2 SYP No.3 WEBS 4 X 2 SYP No.3 OTHERS 4 X 2 SYP No.3 BRACING TOP CHORD Sheathed or 4-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) H = 65/4-0-0 E - 65/4-0-0 G - 165/4-0-0 F = 165/4-0-0 FORCES (lb) - First Load Case Only TOP CHORD H-1 = -55 A-1 = -55 E-J = -55 D-J = -55 A-B = -9 B-C = -9 C-D = -9 BOT CHORD G-H = 9 F-G = 9 E-F = 9 WEBS B-G = -144 C-F = -144 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) Gable requires continuous bottom chord bearing. 3) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 4) Gable studs spaced at 1-4-0 oc. 5) This truss has been designed with ANSI/TPI 1-1995 1 criteria. CSI DEFL in (loc) I/defi PLATES TC 0.13 Vert(LL) n/a n/a M20 BC 0.02 Vert(TL) n/a - n/a WB 0.03 Horz(TL) 0.00 E n/a Matrix) 1st LC LL Min I/defl = 360 Weight: 22 lb 6) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-16d nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard a 19 Scale = 1:10.1 GRIP 249/190 APR 3 0 2001' 03086 C5 FLOOR (1 1 Trusswav Ltd.. Orlando. FI 4.201 SR1 s Oct 1 K LOADING (psf) TCLL 40.0 TCDL 15.0 Lumber Increase 1.00 BCLL 0.0 Rep Stress Incr YES BCDL 8.0 Code SBC/ANSI95 LUMBER TOP CHORD 4 X 2 SYP No.3 BOT CHORD 4 X 2 SYP No.3 WEBS 4 X 2 SYP No.3 OTHERS 4 X 2 SYP No.3 BRACING TOP CHORD Sheathed or 5-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) J - 62/5-0-0 F = 43/5-0-0 1 - 166/5-0-0 H - 175/5-0-0 G - 139/5-0-0 FORCES (lb) - First Load Case Only TOP CHORD J-K = -54 A-K = -54 F-L = -35 E-L = -35 A-B = -6 B-C = -6 C-D = -6 D-E = -6 BOT CHORD 1-J = 6 H-1 = 6 G-H = 6 F-G = 6 WEBS B-1 = -144 C-H = -152 D-G = -124 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) Gable requires continuous bottom chord bearing. 3) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 4) Gable studs spaced at 1-4-0 oc. 1.5x3 I I 1.50 11 1.5x3 11 1.50 11 1.5x3 11 A B C D E 3x3 11 1.5x3 11 1.5x3 11 1.50 11 3x3 11 1-4-0 1-6-q 2-8-0 3-6-0 4-M 5-0-0 1.4-0 0-2-0 1-2-0 0-10-0 0-6-0 1-0-0 SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES G Plates Increase 1.00 TC 0.15 Vert(LL) n/a - n/a M20 2 BC 0.03 Vert(TL) n/a - n/a WB 0.03 Horz(TL) 0.00 F n/a Matrix) 1st LC LL Min I/defl = 360 5) This truss has been designed with ANSI/TPI 1-1995 criteria. 6) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-16d nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard Weight: 27 lb APR 3 0 2001 Scale = 1:10.1 RIP 49/190 103086 I C6 I FLOOR 11 11 r z s 1.5x3 11 1.5x3 11 1.5x3 11 1.50 11 1.5x3 11 1.5x3 11 A B C D E F 1— 1-4-0 1-6-p 2-8-0 3-3-0 4-0-0 5-4-0 6-0-0 i 14-0 0-2-0 1-2-0 0-7-0 0-M 1-4-0 0-8-0 LOADING (psf) SPACING 2-0-0 TCLL 40.0 Plates Increase 1.00 TCDL 15.0 Lumber Increase 1.00 BCLL 0.0 Rep Stress Incr YES BCDL 8.0 Cade SBC/ANSI95 LUMBER TOP CHORD 4 X 2 SYP No.3 BOT CHORD 4 X 2 SYP No.3 WEBS 4 X 2 SYP No.3 I OTHERS 4 X 2 SYP No.3 BRACING TOP CHORD 1 Sheathed or 6-0-0 oc pudins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (Ib/size) L = 60/6-0-0 G = 19/6-0-0 K - 170/6-0-0 J - 166/6-0-0 I = 175/6-0-0 H - 121/6-0-0 FORCES (lb) - First Load Case Only TOP CHORD I L-M = -53 A-M = -53 G-N = -11 F-N = -10 A-B = 5 B-C = -5 C-D = -5 D-E = -5 E-F = -5 BOT CHORD K-L = 5 J-K = 5 I-J = 5 H-I = 5 G-H = 5 WEBS B-K = -147 C-J = -146 D-1 = -153 E-H = -111 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) Gable requires continuous bottom chord bearing. CSI DEFL in (loc) Well TC 0.15 Vert(LL) n/a - n/a BC 0.03 Vert(TL) n/a - n/a WB 0.03 Horz(TL) 0.00 G n/a Matrix) 1 st LC LL Min I/deft = 360 3) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 4) Gable studs spaced at 1-4-0 oc. 5) This truss has been designed with ANSI/TPI 1-1995 criteria. 6) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-16d nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard Scale = 1:1 PLATES GRIP M20 249/190 Weight: 32 lb APR 3 0 2001 Iv- Job Truss Truss Type Qty Ply 03086 - STONEBROOK it @ SANFORD / sBo 103086 C7 FLOOR 1 1 1 (optional) I Trussway Ltd., Orlando, FI 4.201 SR1 s Oct 19 2000 MiTek Industries, Inc, Tue Apr 24 17:06:03 2001 Page 1 1.50 11 B 1.5x3 11 1.5X3 11 1.5x3 11 1,5x3 11 1.50 11 C D E F G 3x3 11 1,5x3 11 1,5x3 11 1.5x3 11 1.5x3 11 I 0"-- '; It 1-" 2-" 2 14-0-0 4-3-0 5-4-00 8-8-00 I i 4 I 1- 4-0 14-0 01-0 1-3-0 0-3-0 1-1-0 14-0 04-0 LOADING ( psf) SPACING 2-0-0 TCLL 40.0 Plates Increase 1.00 TCDL 15.0 Lumber Increase 1.00 BCLL 0.0 Rep Stress Incr YES BCDL 8.0 Code SBC/ANS195 LUMBER TOP CHORD 4 X 2 SYP No.3 BOT CHORD 4 X 2 SYP No.3 WEBS 4 X 2 SYP No.3 OTHERS 4 X 2 SYP No.3 BRACING TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, REACTIONS ( lb/size) M 71/7-0-0 H = 9317-0-0 L = 15617-0-0 K 17217-0-0 1 163/7-0-0 1 = 18217-0-0 FORCES ( lb) - First Load Case Only TOP CHORD M- N = -59 A-N = -58 H- 0 = 24 G-0 = 24 A- B = -13 B-C = -13 C- D = -13 D-E = -13 E- F = -13 F-G = -2 BOT CHORD L- M = 13 K-L = 13 J- K = 13 1-1 = 13 H- I = 13 WEBS B- L = -140 C-K = -149 D- J = -143 E-1 = -157 1 F-H = -108 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) Gable requires continuous bottom chord bearing. CS1 DEFL in (loc) I/def] TC 0.16 Vert(LL) n/a - n/a BC 0.05 Vert(TL) n/a - n/a WB 0.03 Horz(TL) 0.00 H n/a Matrix) 1 st LC LL Min Itclefi = 360 3) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 4) Gable studs spaced at 1-4-0 oc. 5) This truss has been designed with ANSI/TPI 1- 1995 criteria. 6) Recommend 2x6 strongbacks, on edge, spaced at 10- 0-0 oc and fastened to each truss with 3-1 6d nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASES) Standard Scale = 1:1 PLATES GRIP M20 249/190 Weight: 37 lb r- Job Truss Truss Type Qty Ply 03086 - STONEBROOK II Q SANFORD / SBO 03086 C9 FLOOR i 1 1 optional) Trussway Ltd., Orlando, Fi I i I 4.201 SR1 s Oct 19 2000 MiTek Industries, Inc. Tue Apr 24 17:06:08 2001 Page 1 I Scale = 1:15.1 1.5x3 11 1,5x3 11 1.5x3 11 1.5x3 11 1.5x3 11 1.5x3 11 1.50 11 1.5x3 11 A B C D E F G H R r7 IV. ST1 T T I STIT Ij L L 3x3 11 1.54 11 1.5x3 11 1.50 I ( 1.5x3 11 1.5x3 11 1.5x3 11 3x3 11 1-4-0 1 2-8-0 2 9 4-0-0 5-0-0 5-4-0 6-3-0 6-8-0 8-0-0 9-0-0 1-4-0 1-4-0 0-1-0 1-3-0 1-0-0 04-0 0-11-0 0-5-0 1-4-0 1-0-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.15 Vert(LL) n/a - n/a M20 249/190 TCDL 15.0 Lumber Increase 1.00 BC 0.03 Vert(TL) n/a n/a BCLL 0.0 Rep Stress Incr YES WB 0.03 Horz(TL) 0.00 1 n/a BCDL 8.0 Code SBC/ANSI95 Matrix) 1st LC LL Min I/deft = 360 Weight: 44 lb LUMBER 2) Gable requires continuous bottom chord bearing. TOP CHORD 4 X 2 SYP No.3 3) Truss to be fully sheathed from one face or BOT CHORD 4 X 2 SYP No.3 securely braced against lateral movement (Le, WEBS 4 X 2 SYP No.3 diagonal web). OTHERS 4 X 2 SYP No.3 4) Gable studs spaced at 1-4-0 oc. 5) This truss has been designed with ANSI/TPI BRACING 1-1995 criteria. TOP CHORD 6) Recommend 2x6 strongbacks, on edge, spaced at Sheathed or 6-0-0 oc purlins, except end verticals. 10-0-0 oc and fastened to each truss with 3-16d BOT CHORD nails. Strongbacks to be attached to walls at their Rigid ceiling directly applied or 10-0-0 oc bracing. outer ends or restrained by other means. REACTIONS (lb/size) LOAD CASE(S) P = 61/9-0-0 Standard 1 - 43/9-0-0 0 - 168/9-0-0 N = 168/9-0-0 M - 168/9-0-0 L = 16619-0-0 K = 174/9.0-0 J 140/9-0-0 FORCES (lb) - First Load Case Only TOP CHORD P-Q = -54 A-Q = -53 I-R = -35 H-R = -34 A-B = -6 B-C = -6 C-D = -6 D-E = -6 E-F = -6 F-G = -6 G-H = -6 BQT CHORD Q-P = 6 N-0 = 6 M-N = 6 L-M = 6 K-L = 6 J-K = 6 I-J = 6 WEBS B-0 = -146 C-N = -147 D-M = -147 E-L = -145 F-K = -152 G-J = -124 APR 0L NOTES 1) This truss has been checked for unbalanced v 103086 Truss Truss Type Qty Ply 03086 - STONEBROOK 110 SANFORD / SBO C15 FLOOR 1 1 ( optional) Orlando, FI 4.201 SR1 s Oct 19 2000 MiTek Industries, Inc. Tue Apr 24 17:05:07 2001 Page I Scale = 1:30.7 3x6 3x3 R C nF F G H I i K L M N 0 P 3x5 = 3x3 11 3x6 3x5 = 10-M 13-4-0 I6-0-0 2-8-0 2-9-0 4-0-0 5-3-0 §# 6-8-0 7-9-0 8 p 9-4-0 i 10-7-0 12-M 13-1-0 14-8-0 15-7-0, , 17-4-0 18-4-0 I I I i - - T - - T I I 1-4-0 1-" 0-1-0 1-3-0 1-3-0 0-1-0 1-4-0 1-1-0 0-3-0 1-4-0 1-3-0 0-1-0 1-4-0 1-1-0 0-3-0 1-4-0 0-11-00-5-0 1-4-0 1-0-0 ie Offsets (X,Y): [Q:0-2-0.0-0-01, [AF:0-2-0,Edgel I LOADING (psf) SPACING 2-0-0 TCLL 40.0 Plates Increase 1.00 TCDL 15,0 Lumber Increase 1.00 BCLL 0.0 Rep Stress Incr YES BCDL 8.0 Code SBC/ANS195 LUMBER TOP CHORD 4 X 2 SYP No.3 BOT CHORD 4 X 2 SYP No.3 WEBS 4 X 2 SYP No.3 OTHERS 4 X 2 SYP No.3 BRACING TOP CHORD Sheathed or 6-0-0 oc pudins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) AF = 56/18-4-0 U 5118-4-0 Q 33/18-4-0 AE 174/18-4-0 AD = 167/18-4-0 AC 168/18-4-0 AB 168/18-4-0 AA = 168/18-4-0 z 167/18-4-0 Y 169/18-4-0 X = 168118-4-0 W 168/18-4-0 V 166/18-4-0 T 163/18-4-0 S 173/18-4-0 R 150/18-4-0 FORCES (lb) - First Load Case Only TOP CHORD AF-AG = 48 A -AG = -48 Q-AH = -29 P-AH = -29 A-B = -2 B-C = -2 C-D = -2 D-E = -2 E-F = -2 F-G = -2 G-H = -2 H-1 = .1 I-i = -1 A CS1 DEFL in (loc) Well PLATES GRIP TC 0.15 Vert(LL) n/a - n/a M20 249/190 BC 0.02 Vert(TL) n/a - n/a WB 0.03 Horz(TL) 0.00 Q n/a Matrix) I st LC LL Min Well = 360 Weight: 88 lb TOP CHORD 8) Recommend 2x6 strongbacks, on edge, spaced at J-K = -1 K-L 1 10-0-0 oc and fastened to each truss with 3-16d L-M = -1 M-N 1 nails. Strongbacks to be attached to walls at their N-0 = -1 O-P 1 outer ends or restrained by other means. BOT CHORD AE-AF = 2 AD-AE 2 LOAD CASE(S) AC -AD = 2 AS -AC = 2 Standard AA -AB = 2 Z-AA 2 Y-Z = 2 X-Y 1 W-X = I V-W I U-V = I T-U I S-T = I R-S I Q-R = 1 WEBS B-AE = -152 C-AD 146 D-AC = -147 F-AB 147 G-AA = -147 H-Z 146 I-Y = -147 J-X 147 K-W = -147 L-V 147 M-T = -146 N-S 151 O-R = -131 H-Y 1 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) All plates are 1.5x3 M20 unless otherwise indicated. 3) Gable requires continuous bottom chord bearing. 4) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 5) Gable studs spaced at 1-4-0 oc. 6) Bearing at joint(s) AF, Q considers parallel to grain value using ANSI[TPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 7) This truss has been designed with ANSI/TPI 1-1995 criteria. APR 3 0 Zoo' Job Truss Truss Type Qty I Ply 03086 - STONEBRQOK II Q SANFORD / SBO I 03086 C16 FLOOR 1 1 optional) Trussway Ltd., Orlando, FI 4.201 SR1 s Oct 19 2000 MiTek Industries, Inc. Tue Apr 24 17:05:15 2001 Page 1 Scale = 1:19.6 1.5x3 11 1.50 11 1.50 11 1.50 11 1.5x3 11 1.5x3 11 1.50 11 1.5x3 11 1.5x3 11 1.50 11 A B C F GDE; TI H I J V WI 1 ET1 cT1 r, T 1 1 E T 1 T1 L 3x3 11 1.50 11 1.5x3 11 1.5x3 11 1.5x3 11 1.50 11 1.50 11 1.50 11 1.5x3 11 3x3 11 1-4-0 2-8-0 2#0 4-0-s0 5-3-0 0 6-4-0 13-8-Q 8-0-0 8-10-0 9-4-0 , 10-8-0 11-7-0 _ 1-4-0 1-4-0 0-1-0 1-3-0 1-3-0 0-1-0 1-0-0 0-4-0 1-4-0 0-10-0 1 0-6-0 1-4-0 0-11-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0,15 Vert(LL) n/a n/a M20 249/190 TCDL 15.0 Lumber Increase 1.00 BC 0.03 Vert(TL) n/a - n/a BCLL 0.0 Rep Stress Incr YES WB 0.03 Horz(TL) 0.00 K n/a BCDL 8.0 Code SBC/ANSI95 Matrix) 1st LC LL Min I/defl = 360 Weight: 56 lb LUMBER WEBS TOP CHORD 4 X 2 SYP No.3 C-R = -147 D-Q = -147 BOT CHORD 4 X 2 SYP No.3 E-P = -147 F-0 = -147 WEBS 4 X 2 SYP No.3 G-N = -145 H-M = -152 OTHERS 4 X 2 SYP No.3 I-L = -120 BRACING NOTES TOR CHORD 1) This truss has been checked for unbalanced Sheathed or 6-0-0 oc pur9ins, except end verticals. loading conditions. BOT CHORD 2) Gable requires continuous bottom chord bearing. Rigid ceiling directly applied or 10-0-0 oc bracing. 3) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. REACTIONS (lb/size) diagonal web). T - 61/11-7-0 4) Gable studs spaced at 1-4-0 oc. K - 37111-7-0 5) This truss has been designed with ANSI/TPI S - 168/11-7-0 1-1995 criteria, R = 168/11-7-0 6) Recommend 2x6 strongbacks, on edge, spaced at Q - 168111-7-0 10-0-0 oc and fastened to each truss with 3-16d P = 168/11-7-0 nails. Strongbacks to be attached to walls at their 0 - 168/11-7-0 outer ends or restrained by other means. N = 166/11-7.0 M = 175/11-7-0 LOAD CASE(S) L - 135/11-7-0 Standard FORCES (lb) - First Load Case Only TOP CHORD T-U = -53 A-U = -53 K-V = -29 J-V = -29 A-B = -6 B-C = -6 C-D = -6 D-E = -6 E-F = -6 F-G = -6 G-H = -6 H-1 = -6 I-J = -6 BOT CHORD S-T = 6 R-S = 6 Q-R = 6 P-Q = 6 O-P = 6 N-0 = 6 M-N = 6 L-M = 6 K-L = 6 WEBS B-S = -146 pR 4 3 0 LU 103086 IC17 FLOOR G 1 11 R1 s Oct A 1.5x3 11 B 1.50 11 C 1.5x3 11 i 0-3-0 i 1-4-0 2-" 1 LOADING (psf) SPACING 2-0-0 CS1 TCLL 60.0 Plates Increase 1.00 TC 0.14 TCOL 27,0 Lumber Increase 1.00 BC 0,06 BCLL 0.0 Rep Stress Incr YES WS 0.03 BCDL 8.0 Code SBC/ANS195 Matrix) LUMBER TOP CHORD 4 X 2 SYP No.3 LOAD CASE(S) BOT CHORD 4 X 2 SYP No.3 Standard WEBS 4 X 2 SYP No.3 OTHERS 4 X 2 SYP No.3 BRACING TOP CHORD Sheathed or 2-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) F = 102/2-0-0 0 3712-0-0 E = 171/2-0-0 FORCES (lb) - First Load Case Only TOP CHORD F-G = -95 A-G = -94 D-H = -23 C-H = -22 A-B = -13 B-C = -13 BOT CHORD E-F = 13 D-E = 13 WEBS B-E = -166 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) Gable requires continuous bottom chord bearing. 3) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 4) Gable studs spaced at 1-4-0 oc. 5) This truss has been designed with ANSI/TPI 1-1995 criteria. 6) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-16d nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. DEFL in (Ioc) I/defl Vert(LL) n1a n/a Vert(TL) n/a n/a Horz(TL) 0.00 D n/a 1 st LC LL Min I/def! = 360 Industries, Inc, Tue PLATES M20 Weight: 12 lb P- GRIP 249/190 Scale = 1: Job Tru,, 03086 Cifi FLOOR 1 11 Rl s Oct ue Scale = 1 1. 5*)( -& 0 1 3x3 = 3x6 3x3 = A B C D E F r, G H I i K L M N 0 P Q R S TU AO AN AM AL AK AJ At AH AGAF AE AD AC AB AA z 3X5 = 3x6 3x3 11 3x3 I i Y X W V 34= 2-9-0 5-4-0 8-0-0 10-M 12-M 13-4-0 14-M 17-4-0 19-1-0 21-7-0 24-" 1-4-0 2-8-0 4-0-0 5-3-0 6-8_0 7-9-0 9-4-0 10-3-Q 11-6-Q 2-10-0 14-l-Q 16-0-0V-7-0 18-" , 20-0-0 21-4-0 22-8-0 24-M 1-4-0 1-4-0 1-3-0 1-3-0 1-" I I - 1-1-0 1-4-0 0-11-0 0-10-0 0-10-0 0-9-0 1-4-0 0-7-0 1-4-0 0-5-0 1-4-00-3-0 1-4-0 0-4-0 0-1-0 0-1-0 0-3-0 0-5-0 0-6-0 0-" 0-7-0 0-9-0 0-11-0 1-1-0 LOADING (pso SPACING 2-0-0 CS1 DEFL in (loc) I/defl TCLL 40.0 Plates Increase 1.00 TC 0.15 Vert(LL) n/a - n/a TCDL 15.0 Lumber Increase 1,00 BC 0,03 Vert(TL) n/a - n/a BCLL 0,0 Rep Stress Incr YES WB 0.03 Horz(TL) -0.00 AB n/a BCDL 8.0 Code SBCIANS195 Matrix) 1st LC LL Min I/defi = 360 LUMBER TOP CHORD TOP CHORD 4 X 2 SYP No,3 B-C = -2 C-D = -2 BOT CHORD 4 X 2 SYP No.3 D-E = -2 E-F = -2 WEBS 4 X 2 SYP No.3 F-G = -2 G-H = 12 OTHERS 4 X 2 SYP No.3 H-1 = 12 1-1 = 12 J-K = 12 K-L = 12 BRACING L-M = 12 M-N = 12 TOP CHORD N-0 = 12 O-P = -14 Sheathed or 6-0-0 oc purlins, except end verticals. P-Q = -14 Q-R = -14 BOT CHORD R-S = -14 S-T = -14 Rigid ceiling directly applied or 6-0-0 oc bracing. T-Ll = -0 BOT CHORD REACTIONS (lb/size) AN -AO = 2 AM -AN = 2 AO = 56/24-4-0 AL -AM = 2 AK -AL = 2 AG 5124-4-0 AJ-AK = 2 AI-AJ = 2 V 95/24-4-0 AH-Al = 2 AG-AH = -12 AN = 174/244-0 AF-AG = -12 AE-AF = -12 AM 167/24-4-0 AD-AE = -12 AC -AD = -12 AL 168/24-4-0 AB -AC = -12 AA -AB = 14 AK = 168/24-4-0 Z-AA = 14 Y-Z = 14 AJ = 168/24-4-0 X-Y = 14 W-X = 14 At 154/24-4-0 V-W = 14 AH 181/24-4-0 WEBS AF 164/24-4-0 B-AN = -152 C-AM = -146 AE = 169/24-4-0 D-AL = -147 E-AK = -147 AD 168/24-4-0 F-AJ = -147 G-Al = -132 AC = 168/24-4-0 H-AH = -147 I-AF = -147 AB 195/24-4-0 J-AE = -147 K-AD = -147 AA 141/24-4-0 M-AC = -147 N-AB = -146 z = 168/24-4-0 O-AA = -120 P-Z = -146 Y 169/24-4-0 Q-Y = -147 R-X = -145 X 165124-4-0 S-W = -154 T-V = -137 W 180/24-4-0 G-AH = -21 O-AB = -38 FORCES (lb) - First Load Case Only NOTES TOP CHORD 1) This truss has been checked for unbalanced AO -AP = -48 A -AP = -48 loading conditions. V-AQ = 51 U-AQ = 51 2) All plates are 1 Z0 M20 unless otherwise A-6 = -2 indicated. A t PLATES GRIP M20 2491190 Weight: 118 lb 3) Gable requires continuous bottom chord bearing. 4) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 5) Gable studs spaced at 1-4-0 oc. 6) Bearing at joint(s) AO, V considers parallel to grain value using ANSIITPI 1.1995 angle to grain formula. Building designer should verify capacity of bearing surface, 7) This truss has been designed with ANSI/TPI 1-1995 criteria. 8) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-16d nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASES) Standard APR 3 0 Job Truss Truss Type Qty Ply 03086 - STONEBROOK II Q SANFORD / SBO 03086 C20 FLOOR 1 1 optional) Trussway Ltd., Orlando, FI 4.201 SR1 s Oct 19 2000 MiTek Industries, Inc. Tue Apr 24 17:05:32 2001 Page 1 Scale = 1:27.2 3x6 FP= 3x3 = A B C D E F G H I J K L M N 1 S71 S11 S11 1 1 1 1 1 1 A o 1 N 1 p 3x5 = VV 3x3 II 3x6 FP= 3x5 = 1 4 0 2-8-0 2:r 4-0-0 5-3-0 5 p 6-6-0 6, r 8-0-0 P-6-0, 9-4-0 , 10-M 11-0i 12-0-0 13-4-0 1246 1"-0 16-3-0 14-0 1-4-0 0-1-0 1-3-0 1-3-0 0-1-0 1-2-0 0-2-0 1.4-0 r 0-6-0 0-10-0 14-0 04-0 1-" 1-4-0 0-2-0 1-2-0 1-7-0 Plate Offsets X Y : 0:0-2-0 0-0-0 AB:0-2-0 Ed e LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.19 Vert(LL) n/a - n/a M20 249/190 TCDL 15.0 Lumber Increase 1.00 BC 0.03 Vert(TL) n/a - n/a BCLL 0.0 Rep Stress Incr YES WB 0.03 Horz(TL) 0.00 0 n/a BCDL 8.0 Code SBC/ANSI95 Matrix) 1st LC LL Min I/defl = 360 Weight: 78 lb LUMBER TOP CHORD 6) Bearing at joint(s) AB, 0 considers parallel to grain TOP CHORD 4 X 2 SYP No.3 AB -AC = -48 A -AC = -48 value using ANSI/TPI 1-1995 angle to grain formula. BOT CHORD 4 X 2 SYP No.3 O-AD = -61 WAD = -61 Building designer should verify capacity of bearing WEBS 4 X 2 SYP No.3 A-B = -2 B-C = -2 surface. OTHERS 4 X 2 SYP No.3 C-D = -2 D-E = -2 7) This truss has been designed with ANSI/TPI E-F = -2 F-G = -2 1-1995 criteria. BRACING G-H = -2 H-1 = -3 8) Recommend 2x6 strongbacks, on edge, spaced at TOP CHORD I-J = -3 J-K 3 10-0-0 oc and fastened to each truss with 3-16d Sheathed or 6-0-0 oc purlins, except end verticals. K-L = -3 L-M = -3 nails. Strongbacks to be attached to walls at their BOT CHORD M-N = -3 outer ends or restrained by other means. Rigid ceiling directly applied or 10-0-0 oc bracing. BOT CHORD AA -AB = 2 Z-AA = 2 LOAD CASE(S) REACTIONS (lb/size) Y-Z = 2 X-Y = 2 Standard AB = 56/16-3-0 W-X = 2 V-W = 2 Q - 1/16-3-0 U-V = 2 T-U = 3 0 = 71/16-3-0 S-T = 3 R-S = 3 AA = 174/16-3-0 Q-R = 3 P-Q = 3 Z = 167/16-3-0 O-P = 3 Y = 168/16-3-0 WEBS X = 168/16-3-0 B-AA = -152 D-Z = -146 W - 168/16-3-0 E-Y = -147 F-X = -147 V = 169/16-3-0 G-W = -147 H-V = -147 U = 168/16-3-0 I-U = -147 J-T 146 T - 167/16-3-0 K-S = -148 L-R 140 S = 170/16-3-0 M-P = -171 H-U = 1 R = 160/16-3-0 P - 196/16-3-0 NOTES 1) This truss has been checked for unbalanced FORCES (lb) - First Load Case Only loading conditions. TOP CHORD 2) All plates are 1.5x3 M20 unless otherwise AB -AC = -48 A -AC = -48 indicated. O-AD = -61 WAD = -61 3) Gable requires continuous bottom chord bearing. A-B = -2 B-C = -2 4) Truss to be fully sheathed from one face or C-D = -2 D-E = -2 securely braced against lateral movement (i.e. E-F = -2 F-G = -2 diagonal web). G-H = -2 H-1 = -3 1-J = -3 J-K = -3 5) Gable studs spaced at 1-4-0 oc. K-L = -3 L-M = -3 M-N 3 1Zoo' APR 3 Q ti Job Truss Truss Type Qty Ply 03086 - STONEBROOK II @ SANFORD / SBO 03086 C21 FLOOR 1 1 optional) Trussway Ltd., Orlando, FI 4.201 SR1 s Oct 19 2000 MiTek Industries, Inc. Tue Apr 24 17:05:37 2001 Page 1 Scale = 1:18.4 1.5x3 11 1.5x3 11 1.5x3 11 1.50 11 1.50 11 1.5x3 11 1.5x3 11 1.5x3 11 1.50 11 A B C D E F G H I T ETI T 1 T 1 T I T 1 T I T 1 W1 ELI ELI¢ 3x3 11 1.50 11 1.5x3 11 1.5x3 11 1.5x3 11 1.50 11 1.5x3 11 1.50 11 3x3 11 1-" 2-8-0 2 4-M 5-4-0 -8 6-8-0 8-M 8 2 0 9-4-0 10-11-0 14-0 1-4-0 0-1-0 1-3-0 14-0 0-4-0 1-0-0 1-4-0 0-2-0 1-2-0 1-7-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.16 Vert(LL) n/a n/a M20 249/190 TCDL 15.0 Lumber Increase 1.00 BC 0.04 Vert(TL) n/a n/a BCLL 0.0 Rep Stress Incr YES WB 0.03 Horz(TL) 0.00 J n/a BCDL 8.0 Code SBC/ANS195 Matrix) 1st LC LL Min I/deft = 360 Weight: 52 lb LUMBER WEBS TOP CHORD 4 X 2 SYP No.3 G-L = -143 H-K = -160 BOT CHORD 4 X 2 SYP No.3 WEBS 4 X 2 SYP No.3 NOTES OTHERS 4 X 2 SYP No.3 1) This truss has been checked for unbalanced loading conditions. BRACING 2) Gable requires continuous bottom chord bearing. TOP CHORD 3) Truss to be fully sheathed from one face or Sheathed or 6-0-0 oc purlins, except end verticals. securely braced against lateral movement (i.e. BOT CHORD diagonal web). Rigid ceiling directly applied or 10-0-0 oc bracing. 4) Gable studs spaced at 1-4-0 oc. 5) This truss has been designed with ANSI/TPI REACTIONS (lb/size) 1-1995 criteria. R = 69/10-11-0 6) Recommend 2x6 strongbacks, on edge, spaced at J = 81/10-11-0 10-0-0 oc and fastened to each truss with 3-16d Q - 159110-11-0 nails. Strongbacks to be attached to walls at their P = 171/10-11- 0 outer ends or restrained by other means. O - 167/10-11- 0 N = 168/10-11- 0 LOAD CASE(S) M - 169/10-11- 0 Standard L - 164/10-11- 0 K = 183110-11-0 FORCES (lb) - First Load Case Only TOP CHORD R-S = -58 A-S = - 57 J- T = -70 I-T = -70 A- B = -11 B-C = -11 C- D = -11 D-E = -11 E- F = -11 F-G = -11 G- H = -11 H-1 = -11 BOT CHORD Q-R = 11 P-Q = 11 O- P = 11 N-O = 11 M- N = 11 L-M = 11 K- L = 11 J-K = 11 WEBS B-Q = -141 C-P = -148 D- O = -146 E-N = -147 F- M = -148 Ir APR 3 a ZOO' Job Truss Truss Type Qty Ply 03086 - STONEBROOK 11 @ SANFORD / SBO 103086 C22 FLOOR optional) Trussway Ltd,, Orlando, FI 4.201 SRI s Oct 19 2000 MiTek Industries, Inc. Tue Apr 24 17:05:47 2001 Page 1 G A 11.50 11 B 11.50 11 C 1.50 11 0-3-0 1-4-0 2-7-8 0-3-0 1-1-0 1-3-8 LOADING (psf) SPACING 2-0-0 CS1 TCLL 60.0 Plates Increase 1.00 TC 0.18 TCDL 27.0 Lumber Increase 1.00 BC 0.04 BCLL 0.0 Rep Stress Incr YES WS 0.04 BCDL 8.0 Code SBC/ANS195 Matrix) LUMBER TOP CHORD 4 X 2 SYP No.3 LOAD CASE(S) BOT CHORD 4 X 2 SYP No.3 Standard WEBS 4 X 2 SYP No.3 OTHERS 4 X 2 SYP No.3 BRACING TOP CHORD Sheathed or 2-7-8 oc purlins, except end verticals BOT CHORD Rigid ceiling directly applied or 10-0-0 oc; bracing. REACTIONS (lb/size) F 10112-7-8 D 97/2-7-8 E = 231/2-7-8 FORCES (lb) - First Load Case Only TOP CHORD F-G = -91 A-G = -90 D-H = -87 C-H = -86 A-B = -17 B-C = -17 BOT CHORD E-F = 17 D-E = 17 WEBS B-E = -215 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) Gable requires continuous bottom chord bearing. 3) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web), 4) Gable studs spaced at 1-4-0 oc. 5) This truss has been designed with ANSVTPI 1-1995 criteria. 6) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-16d nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. DEFIL in (lacy I/defl Vert(LL) n/a n/a Vert(TL) n/a n/a Horz(TL) 0.00 D n/a I st LC LL Min I/defi = 360 PLATES M20 Weight: 14 lb APR 3 0 2001 GRIP 249/190 Scale = 1:8.f