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HomeMy WebLinkAbout814 Pecan Ave 12-903 PLUMBINGCITY OF SANFORD P.O. BOX 1788 SANFORD FL 327721788 C E R T I F I C A T E O F O C C U P A N C Y P E R M A N E N T Issue Date . . . . . . 12/06/12 Parcel Number . . . . . Property Address . . . Subdivision Name Legal Description Property Zoning . . . Owner . . . . . . Contractor . . . 25.19.30.5AI-1014-0110 814 PECAN AVE SANFORD FL 32771 SEMINOLE PARK LOT 11 BLK 10 TR 14 SEMINOLE PARK PB 2 PG 75 MULTIPLE FAMILY COLEMAN CEDRIC & CYNTHIA SOVANIC INC DBA MANOR HOME 407 210-6543 Application number 12-00000909 000 000 Description of Work NEW SINGLE FAMILY HOME - DETACHED Construction type . . . VB Occupancy type . . . . SINGLE FAMILY Flood Zone . . . . . . NONE Approved . . . . . . . 'q Buildinq Of f is VOID UNLESS SIGNED BY BUILDING OFFICIAL In accordance with this Certificate of Occupancy, all inspections for compliance with Florida Building Code 2007 for occupancy and use have been performed and approved. If the construction project was permitted and built under the owner/builder contractor exemption of Florida State statute 489.103; refer to state statute regarding limitations on renting, lease or sale of this property. 4P.- 1 Hector Lebrun P.S.M. #6634 1055 Palos Verde Drive Orlando, FI. 32825 Office: 407-781-9329 Fax: 407 517-4393 Certification Letter December 4, 2012 City of Sanford: Re: Address: 814 Pecan Ave Sanford, Florida 32771 To Whom This Might Concern: I, Hector Lebr6n (Professional Surveyor and Mapper, License #6634), certify that the finished floor of the property mentioned above is over 18 inches from the center line of the Pecan Ave. Please refer to the final Survey Number LD2099, dated H /27/2012. If you have any questions or concerns, please contact me at (407) 463-9019 or (407) 781-9329. Sincerely, Hector Lebr6n PSM #6634 i BOUNDARY SURVEY 4 14' PLATTED ALLEY a UNIMPROVED) - 130' o cGRAPHICSCALE t5 30 LOT 110 v BLOCK 10 I TIER 14LOT v N g BLOCK 710 (NOT INCLUDED) r P TIER 14 ~ S S SSO-00.00-E (P) 147.75' (P) .' ZFOUND z P 1I" P. 08 °F S89'59r48"E (M) 147.74 (M) + IaiNa ' b D • NO 1.0. •:. LOT 8 45.1' a •' BLOCK 10 + C, 1 + LOT 11 Cov. TIER 14 BLOCK 10 t 0. SINGLE 8.6 - + B BENCHMARK /I JSTE + + h FINISHED FLOOR v a7. WALKCON J '-•• TIER 14+, -501,70. 1' IP NO I.O. •_- AT THE SW 1 + '4. CONC. PROPERTY i; p CORNER 1. A/C r DRIVE 45.1' 500.27' 1 FOUND a _ap____'F , .bt FOUND1/2' i RVI.P. sg NO1.0.Y,' 56-43"W r n NO 1.0. p N89'S6 43 W (M) 147.76'(M) LOT 9 I v^v^ N90 -00-00-W (P) 147.75' (P) v 4'' BLOCK 10 ITIER14 n N o LOT 12, BLOCK 10 o 0:-8 T- TIER 14 (NOT INCLUDED)Q o; O OO FOUND fOUN0 Z vii rn 1' I.P. :' < NO I D. 88 N90 -00.00-W (P&M) 147.75' (P) 147.77' (M) NO 1.0. STE BENCHMARK / 2s!\ s9 '• ' NAIL IN EDGE OF PAVEMENT ELEVATION- 500.08' 4,°I° n 2 9\ J I KEST 9TH STREET 66' R/W) ELEVATIONS SHOWN HEREON ARE BASED ON AN ASSUMED ELEVATION LEGAL DESCRIPTION: LOT 11, BLOCK 10, TIER 14, SEMINOLE PARK, ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 2, PAGES 75, OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA. HECTOR LEBRON P.S.M. 6634 A' - LEGEND: LEGEND: A/C -AIR CONDITIONER, 88 -BEARING BASIS. SLOG -BUILDING, C -CALCULATED. C8 CONCRETE BLOCK, CN -CHORD, CHBRG CHORD BEARING, CM -CONCRETE MONUMENT, CNA -CORNER NOT ACCESSIBLE, CONC CONCRETE. COV -COVERED. CPP -CONCRETE POWER POLE, 0-OESCRIBED. 0/B/A-00NG BUSINESS AS. OE DRAINAGE EA ENT. OUE DRAINAGE AND L1TIUTY EASEMENT. EDP EDGE OF PAVEMENT, EOW-EDGE OF WATER, F -FIELD, FF ELEV-FINISHED FLOOD ELEVATION. 10-I0ENTIFICATION, IR -IRON REBAR. IP -IRON PIPE, L -ARC LENGTH, LS LAND SURVEYOR, LB -LAND SURVEYING BUSINESS, M -MEASURED, NR -NOT RADIAL, OR -OFFICIAL RECORDS. P -PMT, PC -POINT OF CURVATURE. PCP -PERMANENT CONTROL POINT, PI -POINT OF INTERSECTION, POB POINT OF BEGINNING, POC -POINT OF COMMENCEMENT, PRM -PERMANENT REFERENCE MONUMENT, PT -POINT OF TANGENT. R -RADIUS, RAO -RADIAL RES RESIDENCE, R/W-RIGHT Of WAY, S/W SIDEWALK. TOB -TOP OF BANK, TX -ELECTRIC TRANSFORMER BOX, UR-UTIUTY ROOM, UE UTILITY EASEMENT. WF -W000 FRAME. WPP W000 POWER POLE SYMBOLS: SURVEYOR'S NOTES 1: THIS SURVEY IS BASED ON THE LEGAL DESCRIPTION AS PRONGED BY THE CLIENT. 2: THIS SURVEYOR HAS NOT ABSTRACTED THE LAND SHOWN HEREON FOR EASEMENTS, RIGHTS OF WAY OR RESTRICTIONS OF RECORD WHICH MAY AFFECT THE TITLE OR USE OF THE LAND. 3. 00 NOT RECONSTRUCT PROPERTY LINES FROM INTERIOR IMPROVEMENTS (BUILDINGS. FENCES ECT...) 4: NO FOOTINGS OR OVERHANGS HAVE BEEN LOCATED EXCEPT AS SHOWN. 5: NO UNSOUND IMPROVEMENTS OR UT0.ITIES HAVE BEEN LOCATED EXCEPT AS SHOWN. 6. NO WETLANDS ANO/OR OTHER NATURAL FEATURES HAVE BEEN LOCATED EXCEPT AS SHOWN. 7. THIS SURVEY SHALL NOT BE USED FOR DESIGN OR CONSTRUCTION WITH OUT PRIOR WRITTEN AUTHORIZATION FROM THE SIGNING SURVEYOR. THIS SURVEY IS NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIOA LICENSED SURVEYOR AND MAPPER. PROPERTY ADDRESS: 814 PECAN AVENUE SANFORD, FLORIDA 32771 FOUND 5/8' I.R. NO 1.0. FLOOD ZONE INFORMATION, MAP NUMBER: 12117C 0070 F DATE: 09/2a/07 ZONE: K FOR INFORMATIONAL PURPOSES ONLY AND IS NOT CERTIFIED.) SURVEYORS CERTIFICATE 1 HEREBY CERTIFY THAT THE SURVEY OF THE HEREON DESCRIBED PROPERTY WAS PREPARED UNDER MY DIRECT SUPERVISION AND MEETS THE MINIMUM TECHNICAL STANDARDS SET FORTH BY THE FLORIDA 80ARD OF PROFESSIONAL SURVEYORS AND MAPPERS IN CHAPTER SJ -17-0.050 THROUGH SJ -17-0.052, FLORIDA ADMINISTRATIVE CODE. PURSUANT TO CHAPTER 472.027. FLORIDA STATUTES. BRICK e - WATER METER LINE TABLE LINE LENGTH BEARING Ll <P) 44.00 S00.00'00'E LI <M) 44.11 S00'14'42'E L2 <P) 44.008 N00.00'00'W L2 (M) 43.98 N00'13'29'W n 2 9\ J I KEST 9TH STREET 66' R/W) ELEVATIONS SHOWN HEREON ARE BASED ON AN ASSUMED ELEVATION LEGAL DESCRIPTION: LOT 11, BLOCK 10, TIER 14, SEMINOLE PARK, ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 2, PAGES 75, OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA. HECTOR LEBRON P.S.M. 6634 A' - LEGEND: LEGEND: A/C -AIR CONDITIONER, 88 -BEARING BASIS. SLOG -BUILDING, C -CALCULATED. C8 CONCRETE BLOCK, CN -CHORD, CHBRG CHORD BEARING, CM -CONCRETE MONUMENT, CNA -CORNER NOT ACCESSIBLE, CONC CONCRETE. COV -COVERED. CPP -CONCRETE POWER POLE, 0-OESCRIBED. 0/B/A-00NG BUSINESS AS. OE DRAINAGE EA ENT. OUE DRAINAGE AND L1TIUTY EASEMENT. EDP EDGE OF PAVEMENT, EOW-EDGE OF WATER, F -FIELD, FF ELEV-FINISHED FLOOD ELEVATION. 10-I0ENTIFICATION, IR -IRON REBAR. IP -IRON PIPE, L -ARC LENGTH, LS LAND SURVEYOR, LB -LAND SURVEYING BUSINESS, M -MEASURED, NR -NOT RADIAL, OR -OFFICIAL RECORDS. P -PMT, PC -POINT OF CURVATURE. PCP -PERMANENT CONTROL POINT, PI -POINT OF INTERSECTION, POB POINT OF BEGINNING, POC -POINT OF COMMENCEMENT, PRM -PERMANENT REFERENCE MONUMENT, PT -POINT OF TANGENT. R -RADIUS, RAO -RADIAL RES RESIDENCE, R/W-RIGHT Of WAY, S/W SIDEWALK. TOB -TOP OF BANK, TX -ELECTRIC TRANSFORMER BOX, UR-UTIUTY ROOM, UE UTILITY EASEMENT. WF -W000 FRAME. WPP W000 POWER POLE SYMBOLS: SURVEYOR'S NOTES 1: THIS SURVEY IS BASED ON THE LEGAL DESCRIPTION AS PRONGED BY THE CLIENT. 2: THIS SURVEYOR HAS NOT ABSTRACTED THE LAND SHOWN HEREON FOR EASEMENTS, RIGHTS OF WAY OR RESTRICTIONS OF RECORD WHICH MAY AFFECT THE TITLE OR USE OF THE LAND. 3. 00 NOT RECONSTRUCT PROPERTY LINES FROM INTERIOR IMPROVEMENTS (BUILDINGS. FENCES ECT...) 4: NO FOOTINGS OR OVERHANGS HAVE BEEN LOCATED EXCEPT AS SHOWN. 5: NO UNSOUND IMPROVEMENTS OR UT0.ITIES HAVE BEEN LOCATED EXCEPT AS SHOWN. 6. NO WETLANDS ANO/OR OTHER NATURAL FEATURES HAVE BEEN LOCATED EXCEPT AS SHOWN. 7. THIS SURVEY SHALL NOT BE USED FOR DESIGN OR CONSTRUCTION WITH OUT PRIOR WRITTEN AUTHORIZATION FROM THE SIGNING SURVEYOR. THIS SURVEY IS NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIOA LICENSED SURVEYOR AND MAPPER. PROPERTY ADDRESS: 814 PECAN AVENUE SANFORD, FLORIDA 32771 FOUND 5/8' I.R. NO 1.0. FLOOD ZONE INFORMATION, MAP NUMBER: 12117C 0070 F DATE: 09/2a/07 ZONE: K FOR INFORMATIONAL PURPOSES ONLY AND IS NOT CERTIFIED.) SURVEYORS CERTIFICATE 1 HEREBY CERTIFY THAT THE SURVEY OF THE HEREON DESCRIBED PROPERTY WAS PREPARED UNDER MY DIRECT SUPERVISION AND MEETS THE MINIMUM TECHNICAL STANDARDS SET FORTH BY THE FLORIDA 80ARD OF PROFESSIONAL SURVEYORS AND MAPPERS IN CHAPTER SJ -17-0.050 THROUGH SJ -17-0.052, FLORIDA ADMINISTRATIVE CODE. PURSUANT TO CHAPTER 472.027. FLORIDA STATUTES. BRICK e - WATER METER CCL - UTILITY POLE SCALE CONCRETE m - GAS SERVICE 1 INCH = 30 FT. O CERTIFIED Br62a? 12/03/12 FOUND SURVEY MONUMENT BOUNDARY 11/30/11 JOB NO. CENTERLINE HECTOR LCBRON P.S.M. 06634 PLOT PLAN 2/l/12 LD2099 X—X—x- - VINYL FENCE 1055 PALOS VERDE OR FOUNDATION 5/10/12 0-0-0- - WOOD FENCE ORLANDO FLORIDA 32825 PHONE 321-663-7183 FINAL 11/27/12 CHECKED BY: 0-0-0- - CHAIN LINK FENCE W YAW 9MI K 9 MPK NO K O'081AL NO 7A ff A RM UOM ARYEIIR NO W1PW DRAWN BY: M.P. /A.L.M. H.L.A. oHU - OVERHEAD UTILITY LINES FROM %)-M L WSP MORTON CONST 407-322-0104 <TVE>MOV 27 2012 10:26eST. 13:27/No. 7600000416 P 2 A om +v IOU) N"Z 2BB CITY OF SANFORD 8y. B0ILDI G 8 FIRE PREVENTION PERMIT APPLICATION Q. Application No: M9 Documented Construction Value: $ G 1 Job Address: 81-4(1c. of l I+'1J_ Historic District: Yes Nolg Parcel ID: Zoning: Description of Work: Plan Review Contact Person: Title: Phone: 32Z 8133 Fax:2 Z Gi E-mail:.)21M.Y1DlC '1 Property Owner Information scr pi • edM Name t.l X1 1 i _QC f"1 L 0- d r-me-nln Phone: Street: 1, PO Ca fl,` Resident of property? City, State Zip: c \Q 1 U[ & t-1. 3 zq % i Contractor Information Name ,vin l L _ y Phone: 40-4- Zio (o'54,3Street: cp Nn iPh i 2 NO SV-10S Fax: 8M-340-1645 City, State Zip: d 1P_ 28,E State License No.: Name: Street: City, St, Zip: Bonding Company: Address: Building Permit O Square Footage: Architect/Engineer Information Phone: Fax: E-mail: Mortgage Lender: Address: PERMIT INFORMATION Construction Type: No. of Dwelling Units: Flood Zone: Electrical O New Service - No. of AMPS: Mechanical O (Duct layout required for new systems) No. of Stories: Plumbing O New Construction - No. of Futures: Fire Sprinkler/Alarm D No. of heads: 4)n FROM 'SUM LD'SP . MORTON CONST 407-322-0164 (TUE)NOV 27 2012 10:26IST. 13:27/No. 7600000416 P 0 P IN 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. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. 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. The City of Sanford requires payment of a plan review fee. A copy of the executed contract is required in order to calculate a plan review charge. If the executed contract is not submitted, we reserve the right to calculate the plan review fee based on past permit activity levels. Should calculated charges exceed the documented construction value when the executed contract is submitted, credit will be applied to your permit fees when the permit is released. Signswre of Owner/Agent Date Print owner/Agcnt's Name Signature of Notary -State of Rorida Date Owner/Agent is Personally Known to Me or Produced ID Type of ID APPROVALS: ZONING: COMMENTS: Rev 11.08 Sip&t&e of ConttactodAgeat Due S morftn 7 Contractor/Agent's Name 1(17 UTILITIES: ENGINEERING: FIRE: ornotide Date JEt NiFEIt L cr+ Commission A DD 881659 Exons May 3,2D13 twa.ettionorr tsua tooaesro>o Contractor/Agent is personally Known to Me or Produced ID Type of ID WASTE WATER: BUILDING: FROM'SEM'LDSP . MORTON OONST 407-322-0104 (TVE>NOV 27 2012 13:20"T.13:27/No.7600000410 P 1 ob 1 WMk Se n irotse .L aor q. 7•u. 2825 Richmond Ave SanW, FL 32773 Office (407) 322-8133 Fax (407) 322-8194 FaX To: From Janie x101 Parc 407-688-5152 Data 11127/2012 Phone: Pages: 3 including cover Roe 814 Pecan Ave m O Urgent O For Review O Please Process 0 Please Reply Message: Please call for credit card Into. Add on to bullder's permit, please FROM SEM•LOSP . MORTOM CONST 407-322-0164 CTVE>H0V 27 2012 14:67/ST. 14:67/Ho. 7600000410 P 2 Seminole Landscaping, Inc. 2825 Richmond Avenue Sanford, FL 32773 ZF Phone # 407-3224133 Fax # 407-3224194 Name / Address SOVANIC, INC 4700 MILLENIA BLVD, STE 175 ORLANDO, FL 32839 Estimate B ate Estimate # 2012 E2012248 Temps Due Date Rep Project UPON COMPLETION 9/112012 JM 814 PECAN AVE, SANFORD Description oty cost Total FINAL GRADE - ALLOWS 3 HRS 1 300.00 300.00 SPRINKLER SYSTEM 1 1,500.00 1,500.00 Rainbird ESP timer, Hunter PGP rotor heads, Rainbird 1804 spray 0.00 heads, Rainbird DV 100 valves, approved backflow device, Rainbird mini -click rain sensor, permit if required SQ FT OF SOD INSTALLED - BAHIA (CONTRACTOR 5,600 0.21 1,176.00 PRICING) Sales Tax - SEMINOLE COUNTY 6% 6.00'/0 0.00 OK If accepted, please sign and return a copy to the office. We look forward to doing iness Totalwithyou! 2,976.00 The above prices, specs and conditions are satisfactory and are hereby accepted. wunate \ is valid for thirty (30) days. You are authorized to do the work as specified Payment will be due per terms above. Payment is by check or cash - no debit or credit cards are accepted. Signature AUG RJA%N PERMIT # /,Z -- g/7%1 Z PROJECT ADDRESS g J Z/ FEC0-W W;S/1l F fLD CONTRACTOR SO VA- NTC XMC PHONEY tD7- 2/0 6S93 FAX # 8ygs 549 PERSON )F/z,4ty co is 7P iO N+ :S' DE q CRIPTION OF REVISIONC- AI&I? fm _CA L LS %Zo 3Z1 .2Z - to a 7 c - T EP FI PR Tjo BUILDING L PERMIT # z.=p Aug 06 12 08:36a saO F ORM 1100A-08 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING C NSTRUCTION Florida Department of Community Affairs Residential Performanim Method A Project Name: 814 Pecan Avenue Builder Name: Sovanic Street. 614 Pecan Avenue Permit Office: ,JIB VA,46( City, State. Zip: Sanford , FL . Pemrit Number. P112 Owner. Jurisdiction: Design Location: FL, Sanford 6 F/,-1% 1. New construction or existing New (From Plans) 9. Wall Types (1248.0 sgfL) Insulation Area 2. Single family or multiple Family Single-family a. Concrete Block - Int Instil, Exterior R=4.1 1045.40 it' 3. Number of units, if multiple family 1 b. Frame - Wood. Adjacent R=11.0 202.64 ft c. WA R= ft' 4. Number of Bedrooms 3 d. WA R= fp 5. Is this a worst case? No 10. Ceiling Types (1282.3 sgfL) Insulation Area 6. Conditioned floor area 1160 a Under Attic (Vented) R=30.0 11180.041 7 Windows(116.3 sgft.) Description Area b. Knee Wall (Vented) R=19.0 102.32 fl a. U -Factor. Dbl, U=0.74 104.15 W c. N/A R= fl= SHGC: SHGC=O.6D 11. Ducts b. U -Factor. DDI. default 12.15 it' a. Sup. Attic Ret Attic AH: Garage Sup. R= 8, 236 f1' SHGC: Clear, default 12. Cooling systems c. U -Factor: N/A fl' a. Central Unit Cap: 24.0 Mufhr SHGC: SEER: 15 d. U -Factor. WA fl' SHGC: 13. Heating systems e. U -Factor. N/A re a. Electric Heat Pump Cap: 24.0 katuthr SHGC: HSPF:8.2 8. Floor Types (1180.0 sift.) Insulation Area 14. Hot water systemsa. a. Slab -On -Grade Edge Insulation R=0.0 1180.00 fl' Electric Cap: 40 gallons b. NWA R= EF: 0.92 F WA R= Rr ' b. Conservation features None 15. Credits CF. Pslat Glass/Floor Area: 0.099 Total As -Built Modified Loads: 26.63 PASSTotalBaselineLoads: 31.89 I hereby certify that the plans and specifications covered by Review of the plans andO.V"E S7,t2 this calculation are in oompfiance with the Florida Energy Code. specifications covered by this S' PREPA BY: rZu calculation indicates compliance with the Florida Energy Code. Before construction is completed a;,,,ti .+'r.•+ a° p DAPQ this building will be inspected for V ..I'', compliance with Section 553.908 I_e.. I hereby certify that this building, as des C0 an Florida Florida Statutes. with the Fonda Energy Code.WE OWNER/AGENT-_. _ _ . BUILDING OFFICIAL: DATE: _._.. _ -• ._ DATE: _ . Compliance requires an air distribution system test report, by a Florida Class 1 Rater, cont rming system leakage to outdoors is not greater then 71 cfm at 25 pascals pressure difference in accordancewith N1110.A.2. 8/6/2012 8:25 AM EnergyGauge® USA - FlaRes2008 Paye 1 of 5 8/6/2012 8:25 AM EnergyGauge® USA - FlaRes2008 Page 2 of 5 PROJECT Title: 814 Pecan Avenue Bedrooms: 3 Adress Type: Street Address Building Type: FLAsBuilt Conditioned Area: 1180 Lot # Owner: Total Stories: 1 Block/SubDivision' of Units: 1 Worst Case: No PlatBook: Builder Name: Sovanic Rotate Angle: 0 Street: 814 Pecan Avenue Permit Office: Cross Ventilation: County. Seminole Jurisdiction: Whole House Fan: City, State, Zip* Sanford , Family Type: Single-family FL. New/Existing: New (From Plans) Comment. CLIMATE IECC Design Temp Int Design Temp Heating Design Daily Temp V/ Design Location TMY Site Zone 97.5% 2.5% Winter Summer Degree Days Moisture Range FL, Sanford FL ORLANDO_SANFOR 2 39 93 75 70 677 44 Medium FLOORS Floor Type Perimeter R -Value Area Tile Wood Carpet 1 Slab -On -Grade Edge Insulatio 155.67 ft 0 1180 ft= 0.29 0 0.71 ROOF Roof Gable Roof Solar Deck Type Materials Area Area Color Absor. Tested Insul. Pitch 1 Hip Composition shingles 1278 ft' 0 ft2 Medium 0.96 No 0 22.6 deg ATTIC J# Type Ventilation Vent Ratio (1 in) Area RBS IRCC 1 Full attic Vented 300 1180 ft' N N CEILING Ceiling Type R -Value Area Framing Frac Truss Type 1 Under Attic (Vented) 30 1180 ft' 0.11 Wood 2 Knee Wall (Vented) 19 102.32 ft' 0.11 Wood WALLS Cavity Sheathing Framing Solar Ornt Adjacent To Wall Type R -Value Area R -Value Fraction Absor. 1 S Exterior Concrete Block - Int Insul 4.1 264 ft' 0 0.75 2 W Exterior Concrete Block - Int Insul 4.1 272 ft' 0 0.75 3 N Exterior Concrete Block - Int Insul 4.1 360 ft' 0 0.75 4 E Exterior Concrete Block - Int Insul 4.1 149.3600 0 0.75 5 E Garage Frame - Wood 11 112 ft2 0.23 0.01 6 S Garage Frame - Wood 11 90.63999 0.23 0.01 8/6/2012 8:25 AM EnergyGauge® USA - FlaRes2008 Page 2 of 5 8/6/2012 8:25 AM EnergyGauge® USA - FlaRes2008 Page 3 of 5 DOORS Omt Door Type Storms U -Value Area 1 2 3 W E S Insulated Insulated Insulated None 0.460000 None 0.460000 None 0.460000 7.870599 20.01000 20.01000 WINDOWS Orientation shown is the entered, asBuilt orientation. Omt Frame Panes NFRC Overhang U -Factor SHGC Storms Area Depth Separation Int Shade Screening 1 2 3 4 5 6 S Metal S Metal W Metal W Metal N Metal E Metal Double (Clear) Yes Double (Clear) Yes Double (Clear) Yes Double (Clear) No Double (Clear) Yes Double (Clear) Yes 0.74 0.6 N 16.17000 1.33 ft 0 i 0.67 ft 0 i 0.74 0.6 N 7.132500 1.33 ft 0 i 0.67 ft 0 i 0.74 0.6 N 32.34000 1.33 It 0 i 0.67 ft 0 i 0.87 0.66 N 12.15200 1.33 ft 0 i 1 ft 0 in 0.74 0.6 N 32.34000 1.33 ft 0 i 0.67 It 0 i 0.74 0.6 N 16.17000 1.33 ft 0 i 0.67 R 0 i HERS 2006 HERS 2006 HERS 2006 HERS 2006 HERS 2006 HERS 2006 None None None None None None INFILTRATION & VENTING v Method SLA CFM 50 Forced Ventilation - Run Time ACH 50 ELA EgLA Supply CFM Exhaust CFM Fraction Fan Watts Default 0.00036 1114 7.08 61.2 1150 0 cfm 0 cfrn 0 0 GARAGE Floor Area Ceiling Area Exposed Wall Perimeter Avg. Wall Height Exposed Wall Insulation 1 296 R= 296 R' 45.67 ft 8 ft 1 COOLING SYSTEM System Type Subtype Efficiency Capacity Air Flow SHR Ducts 1 Central Unit None SEER: 15 24 kBtu/hr 720 cfm 0.75 sys#1 HEATING SYSTEM System Type Subtype Efficiency Capacity Duds 1 Electric Heat Pump None HSPF: 8.2 24 kBtu/hr sys#1 HOT WATER SYSTEM System Type EF Cap Use SelPnt Conservation 1 Electric 0.92 40 gal 60 gal 120 deg None SOLAR HOT WATER SYSTEM FSEC Cert # Company Name Collector System Model # Collector Model # Area Storage Volume FEF None None ft' 8/6/2012 8:25 AM EnergyGauge® USA - FlaRes2008 Page 3 of 5 8/6/2012 8:25 AM EnergyGauge® USA - FlaRes2008 Page 4 of 5 DUCTS V# supply — Return -- Air Percent Location R -Value Area Location Area Leakage Type Handler CFM 25 Leakage ON RLF 1 Attic 6 236 it= Attic 59112 Proposed On Garage 70.80 dm 9.83% 0.06 0.60 TEMPERATURES Programable Thermostat: Y Ceiling Fans: Jun Nov Dec Venting IXXI Jan IXXI Feb IXIXMar IXXI Apr IXXI May IXXIJun IXXI Jul JXXI Aur IXIXSep X IX IXIXNov IX DecgOct Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling (WD) AM 78 78 78 78 78 78 78 78 80 80 80 80 PM 80 80 78 78 78 78 78 78 78 78 78 78 Cooling (WEH) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Heating (WD) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 Heating (WEH) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 8/6/2012 8:25 AM EnergyGauge® USA - FlaRes2008 Page 4 of 5 FORM 1100A-08 Code Compliance Checklist Residential Whole Building Performance Method A - Details ADDRESS: 814 Pecan Avenue PERMIT #: Sanford, FL, INFILTRATION REDUCTION COMPLIANCE CHECKLIST COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE CHECK Exterior Windows & Doors N1106.AB.1.1 Maximum: .3 cfm/sq.ft. window area; .5 cfrn/sq.ft. door area. Exterior & Adjacent Walls N1106.AB.1.2 Caulk, gasket, weatherstrip or seal between- windows/doors & frames, surrounding wall; foundation & wall sole or sill plate; Points Swimming Pools & Spas N 1112.AB.2.3 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 Shower headsN1112.AB.2.4 top plate. Floors N1106.AB.1.2 Penetrations/openings > 1/8" sealed unless backed by truss or Air Distribution Systems N1110.AB joint members. EXCEPTION: Frame floors where a continuous infiltration barrier is installed that is sealed to the perimeter, penetrations and seams. Ceilings N1106.AB.1.2 Between walls & ceilings; penetrations of ceiling plane to top floor; HVAC Controls N1107.AB.2 around shafts, chases, soffits, chimneys, cabinets sealed to continuous air barrier; gaps in gyp board & top plate; attic access. InsulationI N1104.AB.1 Ceilings -Min. R-19. Common walls -frame R-11 or CBS R-3 both EXCEPTION. Frame ceilings where a continuous infiltration barrier N1102.6.1.1 sides. Common ceding & floors R-11. is installed that is sealed at the perimeter, at penetrations and seams. Recessed Lighting Fixtures N1106.AB.1.2 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 with < 2.0 cfm from conditioned space, tested. Multi -story Houses N1106.AB.1.2 Air barrier on perimeter of floor cavity between floors. Additional Infiltration reqts N1106.AB.1.3 Exhaust fans vented to outdoors, dampers; combustion space heaters comply with NFPA, have combustion air. OTHER PRESCRIPTIVE MEASURES (must be met or exceeded by all residences.) COMPONENTS SECTION REQUIREMENTS CHECK Water Heaters N1112.AB.3 Comply with efficiency requirements in Table N1112.ABC.3 Switch or clearly marked circuit breaker (electric) or cutoff (gas) must be provided. External or built-in heat traprequired. Swimming Pools & Spas N 1112.AB.2.3 Spas & heated pools must have covers (except solar heated). Non-commercial pools must have a pump timer. Gas spa & pool heaters must have a minimum thermal efficiency of 78%. Heat pump pool heaters shall have a minimum COP of 4 0. Shower headsN1112.AB.2.4 Water flow must be restricted to no more than 2.5 gallons per minute at 80 PSIG. Air Distribution Systems N1110.AB All ducts, fittings, mechanical equipment and plenum chambers shall be mechanically attached, sealed, insulated and installed in accordance with the criteria of Section N1110.AB. Ducts in unconditioned attics: R-6 min. insulation. HVAC Controls N1107.AB.2 Separate readily accessible manual or automatic thermostat for each system. InsulationI N1104.AB.1 Ceilings -Min. R-19. Common walls -frame R-11 or CBS R-3 both N1102.6.1.1 sides. Common ceding & floors R-11. 8/6/2012 8:25 AM EnergyGauge® USA - RaRes2008 Page 5 of 5 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 84 The lower the EnergyPerformance Index, the more efficient the home. 814 Pecan Avenue, Sanford, FL, I. New construction or existing New (From Plans) 9. Wall Types Insulation Area 2. Single family or multiple family Single-family a. Concrete Block - Int Insul, Exterior R=4 1 1045.40 W b. Frame - Wood, Adjacent R=11.0 202.64 ft' 3. Number of units, if multiple family 1 c. N/A R= ft' 4. Number of Bedrooms 3 d. N/A R= ft' 5. Is this a worst case? No 10. Ceiling Types Insulation Area 6. Conditioned floor area (ft') 1180 a. Under Attic (Vented) R=30.0 1180.00 ft° b. Knee Wall (Vented) R=19.0 102.32 W 7. Windows" Description Area c. N/A R= fl' a. U -Factor: Dbl, U=0.74 104.15 ft' SHGC. SHGC=0.60 11. Ducts b. U -Factor: Dbl, default 12.15 ft= a. Sup: Attic Ret: Attic AH: Garage Sup. R= 6, 236 ft= SHGC Clear, default 12. Cooling systems c. U -Factor: N/A ft' a. Central Unit Cap: 24.0 kBtu/hr SHGC: SEER: 15 d. U-Faclor: N/A ft' 13. Heating systems SHGC: a. Electric Heat Pump Cap: 24.0 kBtu/hr e. U-Faclor: N/A ft' HSPF:8.2 SHGC: 14. Hot water systems 8. Floor Types Insulation Area a. Electric Cap: 40 gallons a. Slab -On -Grade Edge Insulation R=0.0 1180.00 ft2 EF: 0.92 b. N/A R= ft' b. Conservation features c. N/A R= ft' None 15. Credits CF, Pstat 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 a new EPL Display Card will be completed based on installed Code comp t f r Builder Signature: Date:/'j Address of New Home: City/FL Zip: 3 7 .s".4v_Fto_F_ 32 77i Note: The home's estimated Energy Performance Index is only available through the EnergyGauge USA - FlaRes2008 computer program. This is not a Building Energy Rating. If your Index is below 100, your home may qualify for incentives if you obtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at 321) 638-1492 or see the Energy Gauge web site at energygauge.com for information and a list of certified Raters. For information about Florida's Energy Efficiency Code for Building Construction, contact the Label required by Section 13-104.4.5 of the Florida Building Code, Building, or Section 82.1.1 of Appendix G of the Florida Building Code, Residential, if not DEFAULT. EnergyGauge® USA - FlaRes2008 814 Pecan Avenue HVAC Load Calculations for Sovanic, Inc 4700 Millenia Blvd., Suite 175 Orlando, Florida 32839 Prepared By- Calcs-Plus 1500 Banana Drive Titusville, Flonda 32780 321-231-0570 Wednesday, August 01, 2012 Rhvac is an ACCA approved Manual J and Manual D computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D. Rhvac - ResltlenUal 8 Llght Commercial HVAC Loads11111101091331tware Development, Inc. Calcs Pius 7 Pecan Avenue North Venice FL 34275 Pa e 2 Project Report General IPro ROUT Project Title: 814 Pecan Avenue Project Date: Wednesday, August 01, 2012 Client Name: Sovanic, Inc Client Address: 4700 Millenia Blvd., Suite 175 Client City: Orlando, Florida 32839 Client Phone: 407-210.6543 Company Name: Calcs-Plus Company Address: 1500 Banana Drive Company City: Titusville, Florida 32780 Company Phone: 321-231-0570 Company Fax: 321-267-9421 Company Website: www.calcs-plus.com Desi • n Data Reference City: Sanford, Florida Building Orientation: Front door faces East Daily Temperature Range: Medium Latitude: 28 Degrees Elevation: 89 ft. Altitude Factor: 0.997 Elevation Sensible Adj. Factor: 1.000 Elevation Total Adj. Factor: 1.000 Elevation Heating Adj. Factor: 1.000 Elevation Heating Adj. Factor: 1.000 Outdoor Outdoor Outdoor Indoor Indoor Grains D[y Bulb Wet Bulb Rel.Hum Rel.Hum Dry Bulb Difference Winter: 38 35.63 80% n/a 70 n/a Summer: 93 76 46% 50% 75 44 Check Fi • urges Total Building Supply CFM: 711 CFM Per Square ft.: 0.611 Square ft. of Room Area: 1,163 Square ft. Per Ton: 650 Volume (ft') of Cond. Space: 9,712 BuilcJin • Leads Total Heating Required Including Ventilation Air: 20,571 Btuh 20.571 MBH Total Sensible Gain: 16,111 Btuh 86 % Total Latent Gain: 2,532 Btuh 14 % Total Cooling Required Including Ventilation Air: 18,643 Btuh 1.55 Tons (Based On Sensible + Latent) 1.79 Tons (Based On 75% Sensible Capacity) Notes Rhvac is an ACCA approved Manual J and Manual D computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. C:\ ...\Sovanic - 814 Pecan - 08012012.rh9 Wednesday, August 01, 2012,10:43 PM C:\ ...\Sovanic - 814 Pecan - 08012012.rh9 Wednesday, August 01, 2012,10:43 PM RhiMc4Ris1dentw1'&entis ght Commercial VAC;LOads; r , y • '- s :; Elitet$okitwa a Deyelopment,.lnc. ami Er !mat` 4 i zt ''814,Pecan Avenue NorUi Venice'FL^tgg275L ' "- '' - Paiie3 Miscellaneous Report System 1 Whole House Outdoor Outdoor Outdoo"r Indoor Indoor Grains In ut 05ta1113-01b211111111111111111111R. el.Hum Rel.Hum D Bulb Difference Winter: 38 35.63 80% n/a 70 n/a Summer: 93 76 46% 50% 75 43.54 Duet Sizin OURME' RunoutsMainTrunk Calculate: Yes Yes Use Schedule: Yes Yes Roughness Factor: 0.01000 0.01000 Pressure Drop: 0.1000 in.wg./100 ft. 0.1000 in.wg./100 ft. Minimum Velocity: 550 ft./min 450 ft./min Maximum Velocity: 600 ft./min 750 ft./min Minimum Height: 0 in. 0 in. Maximum Height: 0 in. 0 in. Outside Air Data Winter Summer Infiltration Specified: 0.000 AC/hr 0.000 AC/hr 0 CFM 0 CFM Infiltration Actual: 0.000 AC/hr 0.000 AC/hr Above Grade Volume: X 9-712 Cu.ft. X 9.712 Cu.ft. 0 Cu.ft./hr 0 Cu.ft./hr X 0.0167 Total Building Infiltration: 0 CFM X_ 0,0167 0 CFM Total Building Ventilation: 27 CFM 27 CFM System 1--- Infiltration & Ventilation Sensible Gain Multiplier: 19.74 = (1.10 X 0.997 X 18.00 Summer Temp. Difference) Infiltration & Ventilation Latent Gain Multiplier: 29.51 = (0.68 X 0.997 X 43.54 Grains Difference) Infiltration & Ventilation Sensible Loss Multiplier: 35.09 = (1.10 X 0.997 X 32.00 Winter Temp. Difference) Winter Infiltration Specified: 0.000 AC/hr (0 CFM) Summer Infiltration Specified: 0.000 AC/hr (0 CFM) Duct LoadFactor Scenarios for S stem 1 Attic Duci Duct Surface From No. T . e Desert tion Location C.eilin Leaka a Insulation Area l i MDD 1 Supply Attic 16B 0.06 6 314 No 1 Return Attic 16B 0.06 6 58 No C:\ ...\Sovanic - 814 Pecan - 08012012.rh9 Wednesday, August 01, 2012,10:43 PM Scope Building System 1 Ventilation Duct Latent Zone 1 1 -Bedroom 3 2 -Foyer 3 -Hall Bath 4 -Bedroom 2 5 -Master Bedroom 6 -Master Bedroom WIC 7 -Master Bath 8 -Hall 9 -Great Room 10 -Kitchen ft -11 - lSenl _Call Nell Senl Htgl Clgl Act 1 -"1_1_ —-1 —""1 „I --"'I --- I CFM) CFMI CFM 1.55 1.79 650 1,163 16,111 2,532 18.643 20,571 256 711 711 1.55 1.79 650 1,163 16,111 2,532 18,643 20.571 256 ,711 711 525 785 1,310 933 527 527 1,163 15.586 1,220 16.806 19,637 256 711 711 170 2.338 0 2.338 4,122 54 4107 107 1 69 1,085 0 1,085 1,760 23 49 49 1 51 157 0 157 209 3 .7 7 1 140 1,206 0 1,206 2,621 34 55 55 1 161 1.644 0 1,644 1,768 23 75 75 1 34 78 0 78 45 1 4 4 1 88 967 0 967 2,309 30 44 44 1 36 83 0 83 47 1 4 4 1 281 5.992 210 6.202 5,434 71 " 273 273 3 133 2,036 1,010 3,046 1,323 17 93 93 1 C:\ ...\Sovanic - 814 Pecan - 08012012.rh9 Wednesday, August 01, 2012,10:43 PM Duct Size Preview Room or Minimum Maximum Rough. Design SP Dud Dud Htg Clg Ad. Duct Duct Name Source Velocity Velocity Factor U100 Loss Velocity Length Flow Flow Flow Size System 1 Supply Runouts Zone 1 1 -Bedroom 3 Built -In 450 750 0 0.1 543 54 Irl0Jj 107 1-6 2 -Foyer Built -In 450 750 0 0.1 567 23491 49 1 4 3 -Hall Bath Built -In 450 750 0 0.1 82 3 =1 7 1-4 4 -Bedroom 2 Built -In 450 750 0 0.1 629.9 345_5;1 55 1--4 5 -Master Bedroom Built -In 450 750 0 0.1 549.8 23 1 %Tl 75 1--5 6 -Master Bedroom WIC Built -In 450 750 0 0.1 41 1 =I 4 1 7 -Master Bath Built -In 450 750 0 01 505.5 30 11 441 44 1--4 8 -Hall Built -In 450 750 0 01 43.1 141 4 1--4 9 -Great Room Built -In 450 750 0 01 463.9 71 273_ 273 3-6 10 -Kitchen Built -In 450 750 0 0.1 472.9 1793,1 93 1--6 Other Ducts in System 1 Supply Main Trunk Built -In 550 600 0 0.1 509 256 711 16 Summary System 1 Heating Flow. 256 Cooling Flow: 711 C:\ ...\Sovanic - 814 Pecan - 08012012.rh9 Wednesday, August 01, 2012,10:43 PM Subtotals for structure: 15,308 0 10,140 10,140 People: 4 420 980 1,400 Equipment: 800 400 1,200 Lighting: 0 0 0 Ductwork: 4,329 527 3,282 3,809 Infiltration: Winter CFM: 0, Summer CFM: 0 0 0 0 0 Ventilation: Winter CFM: 27, Summer CFM: 27 933 785 525 1,310 AED Excursion: 0 0 784 784 System 1 Whole House Load Totals: 20,571 2,532 16,111 18,643 C- heck Figu---- -res--- - ---- --- - ----- - - -- -- - - - - - - - - - - - - - - - - --- i Supply CFM: 711 CFM Per Square ft.: 0.611 Square ft. of Room Area: 1,163 Square ft. Per Ton: 650 Volume (ft') of Cond. Space: 9,712 FSystem Loads Total Heating Required Including Ventilation Air: 20,571 Btuh 20.571 MBH Total Sensible Gain: 16,111 Btuh 86 % Total Latent Gain: 2,532 Btuh 14 % Total Cooling Required Including Ventilation Air: 18,643 Btuh 1.55 Tons (Based On Sensible + Latent) 1.79 Tons (Based On 75% Sensible Capacity) Notes Rhvac is an ACCA approved Manual J and Manual D computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. C:\ ...\Sovanic - 814 Pecan - 08012012.rh9 Wednesday, August 01, 2012,10:43 PM Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc. 1 Calcs-Plus 814 Pecan Avenue PaneNorthVeniceFL34275 6 System I Whole House Summary Loads Component Area Sen Lat Sen Total ' Description Quan Loss Gain Gain Gain Pecan814: Glazing -MI Window - Insulated with metal 48.5 1,149 0 1,774 1,774 frame and grids, outdoor insect screen with 50% coverage, white or reflective color drapes with tight weave with 25% coverage, u -value 0.74, SHGC 0.6 Pecan814: Glazing -MI Window - Insulated with metal 55.6 1,318 0 1,899 1,899 frame and grids, outdoor insect screen with 50% coverage, u -value 0.74, SHGC 0.6 1 D-cb-o: Glazing -Double pane, operable window, clear, 12.2 253 0 913 913 metal frame with break, u -value 0.65, SHGC 0.67 11J: Door -Metal - Fiberglass Core 47.9 703 0 689 689 Blk R-4.1: Wall -Block, Custom, 8" CMU with R-4.1 Fi-Foil 883.9 3,534 0 2,253 2,253 12B-Osw: Part -Frame, R-11 insulation in 2 x 4 stud cavity, 188.7 256 0 312 312 no board insulation, siding finish, wood studs 166-30: Roof/Ceiling-Under Attic with Insulation on Attic 1172.9 1,200 0 1,990 1,990 Floor (also use for Knee Walls and Partition Ceilings), Vented Attic, No Radiant Barrier, Dark Asphalt Shingles or Dark Metal, Tar and Gravel or Membrane, R-30 insulation 166-19: Roof/Ceiling-Under Attic with Insulation on Attic 55.6 87 0 144 144 Floor (also use for Knee Walls and Partition Ceilings), Vented Attic, No Radiant Barrier, Dark Asphalt Shingles or Dark Metal, Tar and Gravel or Membrane, R-19 insulation 16A-19: Roof/Ceiling-Under Attic with Insulation on Attic 46.5 73 0 166 166 Floor (also use for Knee Walls and Partition Ceilings), Unvented Attic, No Radiant Barrier, Any Roofing Material, Any Roof Color, R-19 insulation 22A -ph: Floor -Slab on grade, No edge insulation, no 155 6,735 0 0 0 insulation below floor, any floor cover, passive, heavy moist soil Subtotals for structure: 15,308 0 10,140 10,140 People: 4 420 980 1,400 Equipment: 800 400 1,200 Lighting: 0 0 0 Ductwork: 4,329 527 3,282 3,809 Infiltration: Winter CFM: 0, Summer CFM: 0 0 0 0 0 Ventilation: Winter CFM: 27, Summer CFM: 27 933 785 525 1,310 AED Excursion: 0 0 784 784 System 1 Whole House Load Totals: 20,571 2,532 16,111 18,643 C- heck Figu---- -res--- - ---- --- - ----- - - -- -- - - - - - - - - - - - - - - - - --- i Supply CFM: 711 CFM Per Square ft.: 0.611 Square ft. of Room Area: 1,163 Square ft. Per Ton: 650 Volume (ft') of Cond. Space: 9,712 FSystem Loads Total Heating Required Including Ventilation Air: 20,571 Btuh 20.571 MBH Total Sensible Gain: 16,111 Btuh 86 % Total Latent Gain: 2,532 Btuh 14 % Total Cooling Required Including Ventilation Air: 18,643 Btuh 1.55 Tons (Based On Sensible + Latent) 1.79 Tons (Based On 75% Sensible Capacity) Notes Rhvac is an ACCA approved Manual J and Manual D computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. C:\ ...\Sovanic - 814 Pecan - 08012012.rh9 Wednesday, August 01, 2012,10:43 PM System f, Zone 1 Summary Loads (Average Load Procedure for Rooms) Pecan814: Glazing -MI Window - Insulated with metal 48.5 1,149 0 1,774 1,774 frame and grids, outdoor insect screen with 50% 9,712 VZ 9 Mel Leads coverage, white or reflective color drapes with tight 19,637 Btuh 19.637 MBH Total Sensible Gain: 15,586 Btuh 93 % weave with 25% coverage, u -value 0.74, SHGC 0.6 1,220 Btuh 7 % Total Cooling Required: 16,806 Btuh 1.40 Tons (Based On Sensible + Latent) Pecan814: Glazing -MI Window - Insulated with metal 55.6 1,318 0 1,899 1,899 frame and grids, outdoor insect screen with 50% coverage, u -value 0.74, SHGC 0.6 1 D-cb-o: Glazing -Double pane, operable window, clear, 12.2 253 0 913 913 metal frame with break, u -value 0.65, SHGC 0.67 11J: Door -Metal - Fiberglass Core 47.9 703 0 689 689 Blk R-4.1: Wall -Block, Custom, 8" CMU with R-4.1 Fi-Foil 883.9 3,534 0 2,253 2,253 12B-Osw: Part -Frame, R-11 insulation in 2 x 4 stud cavity, 188.7 256 0 312 312 no board insulation, siding finish, wood studs 1613-30: Roof/Ceiling-Under Attic with Insulation on Attic 1172.9 1,200 0 1,990 1,990 Floor (also use for Knee Walls and Partition Ceilings), Vented Attic, No Radiant Barrier, Dark Asphalt Shingles or Dark Metal, Tar and Gravel or Membrane, R-30 insulation 166-19: Roof/Ceiling-Under Attic with Insulation on Attic 55.6 87 0 144 144 Floor (also use for Knee Walls and Partition Ceilings), Vented Attic, No Radiant Barrier, Dark Asphalt Shingles or Dark Metal, Tar and Gravel or Membrane, R-19 insulation 16A-19: Roof/Ceiling-Under Attic with Insulation on Attic 46.5 73 0 166 166 Floor (also use for Knee Walls and Partition Ceilings), Unvented Attic, No Radiant Barrier, Any Roofing Material, Any Roof Color, R-19 insulation 22A -ph: Floor -Slab on grade, No edge insulation, no 155 6,735 0 0 0 insulation below floor, any floor cover, passive, heavy moist soil- Subtotals for structure: 15,308 0 10,140 10,140 People: 4 420 980 1,400 Equipment: 800 400 1,200 Lighting: 0 0 0 Ductwork: 4,329 0 3,282 3,282 Infiltration: Winter CFM: -0, Summer CFM_ : 0 0 0_ _ 0 _ - 0 System 1, Zone 1 Load Totals: 19,637 1,220 15,586 16,806 Supply CFM: 711 CFM Per Square ft.: 0.611 Square ft. of Room Area: 1,163 Square ft. Per Ton: 768 Volume (ft') of Cond. Space: 9,712 VZ 9 Mel Leads Total Heating Required: 19,637 Btuh 19.637 MBH Total Sensible Gain: 15,586 Btuh 93 % Total Latent Gain: 1,220 Btuh 7 % Total Cooling Required: 16,806 Btuh 1.40 Tons (Based On Sensible + Latent) 1.51 Tons (Based On 75% Sensible Capacity) Notes Rhvac is an ACCA approved Manual J and Manual D computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. C:\ ...\Sovanic - 814 Pecan - 08012012.rh9 Wednesday, August 01, 2012,10:43 PM 4 CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: PP t,- 17 1 Documented Construction Value: S S 0-7 ©. 0 Job Address: 81 1 'D-enar At )e Historic District: Yes No Parcel TD: Description of Work:, p Plan Review Contact Person: Phone: Fax: Zoning: E-mail: Title: Property Owner Information Name Se D te iyN- i * 1 - 9 Oct Phone: Street: Resident of property? City, State Zip: Contractor Information Name Mq,p LiTTi 11-<v i lum19,,v y Phone: 3')z yz 9 -7'755 Street: -1100 7) q,C4,o ru Z N Fax: .354 y Zg 7te SS City, State Zip: Ga cud /.cp,(,1 F(_ State License No.: C-CG S'180 Architect/Engineer Information Name: Street: City, St, Zip: Bonding Company: Address: Building Permit 13 Phone: Fax: E-mail: Mortgage Lender: Address: PERMIT INFORMATION Square Footage: Construction Type: No. of Stories: No. of Dwelling Units: Flood Zone: Electrical D Plumbing New Service — No. of AMPS: New Construction - No. of Fixtures: Mechanical 0 (Duct layout required for new .systems) )Eire Sprinkler/Alarm 13 No. of heads: J1 Application is bereby 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 most 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. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT, NOTICE: In addition to die 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. The City of Sanford requires payment of a plan review fee. A copy of the executed contract isrequired in order to calculate a plan. review charge. If the executed contractis not submitted, we reserve the right to calculate the plan review fee based on past permit activity levels. Should calculated charges exceed the documented construction value wben the executed contract is submitted, credit will be applied to your permit fees when the permit is released. Signature of Owncr/Agent Dau: Print Owner/Agent's Name Signature of Notary -state of Florida Datc Owner/Agent is Personally Known to Me or Produced I1)Type of .1.A tractor/Agent batt aV,r% G, # /cw, Print Conbwor/Agent's Nun QC1---0 a ), d-- `, si ota'* o utc W." N,*.OT'r"" RSTAA Jd Da Commission #DD822724 pires: SEP 14, 2012 WODP.D 78 RO ATLMC SONDINO CO., INC Contractor/Agent is Personally Known to Produced ID Type of JD - --- APPROVALS: ZONING: UTILITIES: WASTE WATER: ENGINEERING: FIRE: COMMENTS: Rev 11.08 BUILDING: 7100 Sampey Road Grovefand, Florida 34736 352-427755 CGC 15'19645 littikcnp1umbbg0=baramail.com Sovanic, Inc. 4700 Millenia Blvd, Suite 175 Orlando, FL 32839 Estimate Date Estimate -I 5/8/2012 7523 P.O. NO. Terms Model Net 30 814 Pecan Ave I Description I Qty I Rate I Total Master bath; 2 19 'china lays w ada fct 1 elongated water closet 1 S' steel tub with tub and shower valve and trim Bath 2- 1 19 "china lav w ada fat 1 elongated water closet 1 5' steel tub with tub and shower valve and trim l0itchen: 33x22 as kitchen sink w ada fct 1 disposal 1 iccmaker box Misc: 14" a/c chase 150 gallon electric water heater with pan and drain 1 laundry box All hot and cold wsterlines are Cpvc All sanitary drain lines arc Seh 40 Pvc 2 extcriar hose ln'bs have vacuum breaker backflow preventers for eWled 20'-3/4" pvc Water Service 20'-4" Pvc Sewer Line All plumbing to be it) compliance with the plumbing code All fixtures white All faucets and trim chrome Please sign, date, and retum this 5,070.001 5,070.00 Total $5,070.00 r or'% Fie 2 0101? CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Q / 3 a21p,30 Application No: 1 - I 0 Documented Construction Value: r')Q`,---- Job Address: A Vif /E'CJ A/ I iV'U Historic District: Yes N09 Parcel ID: Zoning: Hif• Z Description of Work: DA4IT/LU4eew1- D1c Nrr 4 4Ea/L' 1GAtr6 Plan Review Contact Person: Ffi* , A/mi',S iDlVifi' Title: Phone: '%,0 7.2 10 6S93 Fax: SOM-34/0 APOS E-mail: XZ* Q CoOd Gf7,i' • Lo/`) Property Owner Information Name C Yherhii+ aLAWA 1/ Street: rly BE QW— dY. City, State Zip: .SA.VrVR D . F/ J2 77/ Phone: Resident of property? : Contractor Information Name FIFA IVC0 7 e -aiaAZ Si _ Phone: -467 ?, -ehQ 4; SAI _ Street: $ %Da niueVr a L 4y -o it 17C Fax: 4,6" City, State Zip: DA? W -Do _ PL 2 93!3-- State License No.: a ac - l Sa 410 $0 Architect/Engineer Information Name: 4%yr&L &Uri AU -S Phone: 4'40 7- 5 gr a 2 OQ Street: CO3 Papwr s-ra 6T Fax: city, St, Zip: CLQ, dQW 0 r67L 34t7k4 E-mail: PANt,4 dyrtPusfluZ i4ss o 6`A+Te-s . <0 ri Bonding Company: Mortgage Lender: Address: ZfQ z 3P, 6r= — J a Address: 11E d Q 1019, ! _ ,3, 8? 0 PERMIT INFORMATION Building Perutitx Square Footage: I.C10I.10Construction Type: CMU No. of Stories: No. of Dwelling Units: / Flood Zone: Elcctrical w Plumbin New Service - No. of AMPS: ISD New Construction - No. of Fixtures: Mechanical (Duct layout required for new systems) R1e 3g IS a Fire Spriulder/Alariu 13 No. of heads: 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. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. 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. The City of Sanford requires payment of a plan review fee. A copy of the executed contract is required in order to calculate a plan review charge. If the executed contract is not submitted, we reserve the right to calculate the plan review fee based on past permit activity levels. Should calculated charges exceed the documented construction value when the executed contract is submitted, credit will be applied to your permit fees when the nermit is releacerl 1 Signe o Notary•State of Florida Date Irnal iyv;nownDMeftM& Owner/Agent to or Produced ID Type of ID APPROVALS: ZONING: ENGINEERING: COMMENTS: Rev 11.08 UTILITIES: FIRE: 2/zohz_ Sign of actor/Agent Date' Print Comractor/Agent's Name A Z1 , -z Signature qV P AMRESHKUMAR PATEL Notary Public - State of Florida 3 My Comm. Expires Jul 28, 2012 9. A;= Commission # DD 809441 Bonded Through National Notary Assn. Contractor/Agent is Personally Known to Me or Produced ID Type of ID WASTE WATER: BUILDING: LZ L FES202012La CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: 1 - ( Documented Construction Value: $ ci S , 000 Job Address: Vit &W A/ j4AFi&,-,9- Historic District: Yes NOX Parcel ID: .2 C. 11- 34 -TA t _ /O/y — 0//0 Zoning: H4 2. Description of Work: 4DA/.af,ewl DF .¢ A/6h/ AE6/.L' /Qr7114 kaQ6' Plan Review Contact Person: F/1,4Nmd'.f Title: Phone: !& 7- Z 1O 6Sy3 Fax: 9W'-3410 144-C E-mail: X4' 0K!# CG' & wry Property Owner Information Name Cal-ff" JV Street: --Vy PA•L?w At, City, State Zip: .S'AA,'rag0 . 174 1277/ 01 Phone: Resident of property? : Contractor information Namc Smanraa a c_ in iSi phone: /%® 7SA-13 Street: 470go MtLLCAI A JIGVT99 175- Fax: 8'?9 6i!S' City, State Zip: G 3 2 g3!3 - State License No.: C d?C -- ISO 4,fD YO Architect/Engineer Infor.niation Namc: AyrgL &Uri Ajt,s Strcet: 4"03 Payr City, St, Zip: rQ,'r` , ;7,L 31124Cj tiunding Company: Address: Buildiag Pcr ulitX Fax: E-mail: P440V „ dl/nAISA640 i4.SS o 6-i-kre'S . 4P P-1 Address: PERMIT INFORMATION Leader: Square Footage: 1clo Construction Type: CMU No. of %Tics: No. of Dwelling Units: / Flood Zone: McctricaCz Plun:bin New Service- 1o. ofANIPS: /5-D New Construction - No. of Fixtures: NICChanical gouct layc;.:rcquircd fc; Ti:W 5y5tZr,-.S) FI:;; J'pr.-n!dcr1A1arlu I] No. of heads: 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: 1 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. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. 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. The City of Sanford requires payment of a plan review fee. A copy of the executed contract is required in order to calculate a plan review charge. If the executed contract is not submitted, we reserve the right to calculate the plan review fee based on past permit activity levels. Should calculated charges exceed the documented construction value when the executed contract is submitted, credit will be applied to your permit fees when the hermit is released_ Signa o ,Notary -Start of Honda Date 11,1111111,11111,111111111, 111111111,11111111111,11,111111111,111111 WyownDMcMYf4wowlehit Owner/Agent to or Produced ID Type of ID APPROVALS: ZONING: ENGINEERING: COMMENTS: Rev 11.08 2-v sign. re of actor/Agent Date r c 1o_v 1 Print ContraAs cttoor Agent's Name Signature r..s AMRESHKUMAR PATEL Notary Public - State of Florida My Comm. Expires Jul 28. 2012 Commission Ar DD 809441 Bonded Through National Notary Assn. Contractor/Agent is Personally Known to Me or Produced ID Type of ID UTILITIES: FIRE: WASTE WATER: BUILDING: BP006U01 CITY OF SANFORD 2/20/12 Edit Narrative 17:16:32 Application number, type . . . Property address . . . . . . . Type information, press Enter. 12 00000909 NEW SINGLE FAMILY HOME - DET 814 PECAN AVE T/S: 02/20/2012 05:16 PM MOORE ------------------------- Rep acement ol existing single family house. No a itiona water or sewer tees clue. A site survey and plumbing riser diagram should be inclu e with—plans. More... F3=Exit FS=Copy F6=Insert F7=Delete F8=Time stamp F12=Cancel. F21=User. defaults L" iLF, 24?012ev CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: l - I 09 Documented Construction Value: $ ci S , O0 0 Job Address: REAW A% /fHistoric District: Yes N09 Parcel 11):-2r. 19. 3n T14, Iva -O//Q Zoning: Hie. 2. Description of Work: eDA/.rj/ilCewl DJc Nor i i/s /.41J GN RenW-- Plan Review Contact Person: FIKA ILbd.S .2110A/4 6'" Title: Phone: ',0 7- 2/0 6S11 Fax: 9W_ 3410140r E-mail: Go G'& G17,4s',. LoI Property Ovavner Information Name' N/1/'Tif ii4 azff"AA/ Street: _[/ y PC aw dam. City, State Zip: _ .S'.2JVF,,;-t D . F/ _12 77% 64 Phone: Resident of property? : Contractor Information Street: til 70do t11llriA1 A &L". q1 17C Fax: 8`g . .y /W- 1 4S' Citi-, State Zip: JU 4A GL 22'g3'1__ State License No.: C49C - /S'0*0 $t7 Ar ct;itect/Engineer Information Ns:ac: S AI; L City, St, Zip:C".rr 11 fi 4 LTj'Q h , ;rL 3417!f 4 OBding Company: Address: Building Pernzitx f' ax: E-mail: A4W & d tInAISA 0 ASS 0 fkrew . 409 Mort -;age Lender: Address: g C - PERMIT INFORMATION Square Footage: I i CIOConstruction Type: C—M "_ Nio. of Stories: No. of Dwelling Units: % Flood Zone: p -- Elcctricalw Plumbingx New Service - No. of ?IMPS: 15-0 Now Construction - No. of Fixtures: Mcchanical )5(uuc; lays;., rcquirc,d ,r row Sy'S:C.TiS} Fire Spriuldur/Alarn: No. of heads: 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. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. 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. The City of Sanford requires payment of a plan review fee. A copy of the executed contract is required in order to calculate a plan• review charge. If the executed contract is not submitted, we reserve the right to calculate the plan review fee based on past permit activity levels. Should calculated charges exceed the documented construction value when the executed contract is submitted, credit will be applied to your permit fees when the hermit is released. U Signa 64.lary-Statc of Florida 1 Date w NOtrry NO otw at p1ed0• IiR01it "Isid Ay 02BMIfIN1i011 [<tllUlO tko"b Owner/Agent r nal y Known to Me or Produced ID Type of ID APPROVALS: COMMENTS: Rev 11.08 ZONING: ENGINEER] 0 IRE: Sign arc of ector/Agent Date Print Contractor/Agent's Name Signature R' pis,, AMRESHKUMAR PATEL Notary Public • State of Florida My Comm. Expires Jul 28. 2012 Commission # DD 809441 Bonded Through National Notary Assn. Contractor/Agent is Personally Known to Me or Produced ID Type of ID WASTE WATER: BUILDING: PN' City of Sanford Planning and Development Services Engineering — Floodplain Management Flood Zone Determination Request Form Name: f an c S, ,l m Firm: ScWCZ t: C- 1 n c Address: 706 M, 'a- 1? 1 I City: Or v State: FL Zip Code: 3 Z02 . Phone: %l2 7 Z 1 UflFax: Email: Property Address: /4( Pecar 4",te , Property Owner: C JIt /it % 4 I Parcel identification. Number: ZS - 1 Gi- 3 y - 5 ) r - /v/ _ a o Phone Number: Email: The reason for the flood plain determination is: New structure Existing Structure (pre -2007 FIRM adoption) Expansion/Addition Existing Structure (post 2007 FIRM adoption) Pre 2007 FIRM adoption = finished floor elevation 12" above BFE Post 2007 FIRM adoption = finished floor elevation 24" above BFE (Ordinance 4076) OFFICIAL ISF-EN1 Flood Zone: X Base Flood Elevation:W1,4Datum: FIRM Panel Number: 17 //7coo 7o Map Date: 9 ZB D'7 The referenced Flood Insurance Rate Map indicates the following: The parcel is in the: floodplain floodway A portion of the parcel is in the: floodplain floodway Er- The parcel is not in the: Erfloodplain floodway The structure is in the: floodplain floodway The structure is not in the: floodplain floodway If the subject property is determined to be flood zone 'A', the best available information used to determine the base flood elevation is: Reviewed by: id N S'CNu L -7-&T /S Date: TAEngr-Files\Elevation Certificate\Flood Zone Determination Request FormAoc SCPA Parcel View: 25-19-30-5AI-1014-01 10 EMI CFA Parcel: 25-19-30-5AI-1014-0110 i Owner: COLEMAN CYNTHIA L & COLEMAN CEDRIC L PJAMMMIM NOL6CON14rr Ff ORID Property Address: 814 PECAN AVE SANFORD, FL 32771 Back I < Previous Parcel I Next Parcel > I Save Layout I Reset Layout I New Search Parcel. 25.19.30 -SAI -1014.0110 Value Summary Property Address: 814 PECAN AVE Owner. COLEMAN CYNTHIA L & COLEMAN CEDRIC L Mailing: 814 PECAN AVE SANFORD, FL 32771 - 2471 Subdivision Name: SEMINOLE PARK Tax District: SI -SANFORD Exemptions: 00 -HOMESTEAD (2011) DOR Use Code: 01 -SINGLE FAMILY Map I Aerial I Both I Footprint + Extents Center Larger Map I Dual Map View - External Legal Description LEG LOT 1 1 BLK 10 TR 14 SEMINOLE PARK PB 2 PG 7S Tax Details Tax Amount without SOH: $251 2011 Tax Bill Amount 5251 Tax Estimator Save Our Homes Savings. SO Does NOT INCLUDE Non Ad Valorem Assessments axing Authority 21,112 working 21.111 Certitsea Taxable value Values Values Valuation Cost/Market Cost/Market Method 512,247 512,246 Number of 1 1 Buildings SJWM(Saint Johns Water Management) S24,493 Depreciated 15.068 515,807 Bldg Value 512.247 512.246 Depreciated EXFT Value Land Value 9.425 59,425 Market) Land Value Ag lust/Market S24,493 525.232 Value " Portability Adj Save Our Homes SO 0 Adj Amendment 1 SO SO Adj Assessed Value 424,493 525,232 Tax Amount without SOH: $251 2011 Tax Bill Amount 5251 Tax Estimator Save Our Homes Savings. SO Does NOT INCLUDE Non Ad Valorem Assessments axing Authority Assessment value Exempt Values Taxable value County General Fund 524,493 S12 247 12.246 Schools 24.493 512,247 512,246 City Sanford 524,493 512.247 512.246 SJWM(Saint Johns Water Management) S24,493 512,247 S12,246 County Bonds 524,493 512.247 512.246 Sales Ueeo Date I Bookage I Amount I vac/Imp I Qualitied PROBATE RECORDS 01/20081 0691S1 19131 Slool Improvedl No LIMITED WARRANTY DEED 07/19801 012881 0244 S10,0001 Improved Yes QUIT CLAIM DEED 07/19781 QIWI LL411 SS.0001 Vacanil No Land Methou ron age I 0epthUnits unit Price Land value FRONT FOOT & DEPTH 441 148 .0001 210001 $9,425 Building Information 8 Descri tion Fixtures " Total SF `" Ext Wall AP Built Area SF Value Value Ppendages I 19301 31 1,250.00 1,425 001 1,425 001 1 S15,0681 S37,66911 Page 1 of 2 http://www.scpafl.org/ParcelDetails.aspx?PID=25-19-30-5AI- 1014-0110 1/30/2012 Permit No. 25 - RC1- -;c, " Sol >' (% 114 - 110 ax Folio No. NOTICE OF COMMENCEMENT State of Florida County of Seminole The undersigned hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1. Description of pgopertya (legal Auqiption of VARYME MORSE, CLERK OF CIRU.IIT Codi SJMNME C6LBITY B(: 07706 Gg 1643; (log) CL RKIS # aO32 o137e7 REXOM 02/03/2012 03:17:20 PH REt3 MING FEES 10.00 BY T Soitth if availablejm q Pee -an 4 6 2. General description of improvFent: 7 o J 6, f a 3. Owner information: N e:/?') Address: E --I, .1,2771 b. Interest in property: c. Natne and address of fee simple titleholde (if other than Owner): Name: Address: 4. Contractor NaMme: hone umber: 7 C. Address: 7 5. Surety Name Address: b. Amount of bond: S 6. Lender: Name: Address: b. Lender's phone number: 7.a. Persons within the State of Florida designated by Owner upon whom not}'ces or Cher documents, b served as provided bSection 71(1)(a)7., Flo i a Statutes: N lYl j? ' 1 Address:a-rtj 8.a. In addition to himself or herself, Owner deAgnates of to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. b. Phone number of person or entity designated by owner: 9. Expiration date of notice of commencement (the expiration date is 1 year from the date of recording unless a different date is specified) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING. CONSULT WITH YOUR LEN R N ATT BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF ignapt r of Ow r Ow r's uthonzed Officer/Director/Partner/Manager Signatory's Title/Office Zc%' The oregoing instrument was acknowledged before me this day of Pf; , (year by (name of person) as (type of autno aty, ... e.g. officer, trustee, attorney in fact) for (name of party on behalf of whom instrument was executed) . tt Netery PWft Shit of Florid. SEAL) . L Sheryl Hardy lgnature of Notary Public MY Comtbion EE126Q10 err" Explrosf18t26/tte76 Personally Known V OR Produced Identification Typ jeri aion ursuant to S 9fi525FloridaStatutes: Under penalties of perjury, I declare that 1 have read the foregoing and that cts st rue t b t of my knowledge and belief. RVa eof tural Pe on Signing Above Got, 3/2008 S OFFICE PERMIT# z-9a9 FORM 1100A-08 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Performance Method A Project Name: Sovanic Peacan Ave 2 Budder Name: Sovnic Inc. Street: 814 814 Peacan Ave Permit Office: .s'•Sw//e'r.t Z G 9City, State, Zip: Sanford , FI , 3277-1 Permit Number: Owner. Jurisdiction: (eJ./ JOO Design Location: FL, Orlando 1. New construction or existing New (From Plans) 9. Wall Types (1253.3 sqft.) Insulation Area a. Concrete Block - Int Insul, Exterior R=8.0 1042.70 ft' 2. Single family or multiple family Single-family b. Frame - Wood, Exterior R=13.0 210.67 ft' 3. Number of units, if multiple family 1 c. N/A R= ft' 4. Number of Bedrooms 3 d. N/A R= ft' 5. Is this a worst case? No 10. Ceiling Types (1180.0 sqft.) Insulation Area a. Under Attic (Vented) R=30.0 1180.00 ft' 6. Conditioned floor area (ft') 1180 b. N/A R= ft 7. Windows(103.9 sqft.) Description Area c. N/A R= ft' a. U -Factor: Dbl, U=0.32 103.93 ft' S HGC: SHGC=0.32HGCor: 11. Ducts a Sup. Attic Ret: Attic AH Garage Sup. R= 6, 236 ft' b. N/A ft' SHGC: 12. Cooling systems c. U -Factor: N/A ft' a. Central Unit Cap: 24.0 kBtu/hr SHGC: SEER. 14 d. U -Factor: N/A ft' 13. Heating systems SHGC: a. Electric Heat Pump Cap: 24.0 kBtu/hr e. U -Factor: N/A ft' HSPF:7.8 SHGC: 14. Hot water systems 8. Floor Types (1180.0 sqft.) Insulation Area a. Electric Cap: 40 gallons a. Slab -On -Grade Edge Insulation R=0.0 1180.00 ft' EF: 0.92 b. N/A R= ft' b. Conservation features c. N/A R= ft' None 15. Credits Pstat Total As -Built Modified Loads: 25.41 Glass/Floor Area: 0.088 Total Baseline Loads: 31.03 PASS I hereby certify that the plans and specifications covered by Review of the plans and S7',gTO"m", F this calculation are in compliance with the Florida Energy specifications covered by this v O Code. calculation indicates compliance Q with the Florida Energy Code. ufnr.• PREPARED BY: ` j -'"" -.-_-- Before construction is completed DAT this building will be inspected for compliance with Section 553.908 I hereby certify that this building, as desi , is / " rilpliance Florida Statutes. C O ODwiththeFloridaEnergyCode. _ WE C4 OWNER/AGENT: _ _ -..- BUILDING OFFICIAL: -.-. - DATE: - - -- - - - - - DATE: - - - - - - 1/30/2012 9:33 AM EnergyGaugeO USA - FlaRes2008 Page 1 of 5 1/30/2012 9:33 AM EnergyGaugeO USA - FlaRes2008 Page 2 of 5 PROJECT Title: Sovanic Peacan Ave 2 Bedrooms: 3 Adress Type: Street Address Building Type: FLAsBuilt Conditioned Area: 1180 Lot # Owner: Total Stories: 1 Block/SubDivision: of Units: 1 Worst Case: No PlatBook: Street: 814 814 Peacan Ave Builder Name: Sovnic Inc. Rotate Angle: 0 County: Seminole Permit Office: Cross Ventilation: City, State, Zip: Sanford, Jurisdiction: Whole House Fan: Fl, 3277-1 Family Type. Single-family New/Existing: New (From Plans) Comment: CLIMATE IECC Design Temp Int Design Temp Heating Design Daily Temp Design Location TMY Site Zone 97.5% 2.5% Winter Summer Degree Days Moisture Range FL, Orlando FL–ORLANDO INTL_AR 2 41 91 75 70 526 44 Medium FLOORS Floor Type R_Value _ _ Area _ _ _ Tile _Wood Carpet _ 1 Slab -On -Grade Edge Insulatio Perimeter 156 ft 0 1180 ft= 0 0 1 ROOF Roof Gable Roof Solar Deck Absor._ Tested Insul_ Type _ _ — Materials Area — Area _ Color Pitch_ 1 Hip Composition shingles 1278 ft= 0 ft= Medium 0.96 No 0 22.6 deg ATTIC V # Type Ventilation Vent Ratio (1 in) i Area _ RBS _ IRCC! 1 Full attic Vented 300 1180 ft' N N CEILING Type R -Value Area _ _ Framing Frac Truss Type 1 Ceiling Under Attic (Vented) 30 1180 ft2 0.11 Wood WALLS Cavity Sheathing Framing Solar Ornt Adjacent To Wall Type -_ R -Value Area R -Value _ Fraction Absor_ 1 W Exterior Concrete Block - Int Insul 8 272 ft2 0 0.75 2 N Exterior Concrete Block - Int Insul 8 360 ft= 0 0.75 3 E Exterior Concrete Block - Int Insul 8 149.3333 0 0.75 4 S Exterior Concrete Block - Int Insul 8 261.3333 0 0.75 5 S Exterior Frame - Wood 13 93.33333 0.23 0.75 6 E Exterior Frame - Wood 13 117.3333 0.23 0.75 1/30/2012 9:33 AM EnergyGaugeO USA - FlaRes2008 Page 2 of 5 1/30/2012 9:33 AM EnergyGauge® USA - FlaRes2008 Page 3 of 5 DOORS Ornt Door Type Storms _ _ _ U -Value _ _ Area_ 1 S Wood None 0.460000 20 ft' 2 E Wood None 0460000 20 ft' 3 W Wood None 0.460000 20 ft' WINDOWS Orientation shown is the entered, asBuilt orientation. Overhang Ornt Panes NFRC _U -Factor SHGC Storms Area Depth Separation Int Shade Screening 1 Frame_ W Metal Double (Clear) Yes 0.32 0.32 N 32.375 ft' 1 ft 6 in 0.7 ft 0 in HERS 2006 None 2 N Metal Double (Clear) Yes 0.32 0.32 N 32.375 ft' 1 ft 6 in 0.7 ft 0 in HERS 2006 None 3 E Metal Double (Clear) Yes 0.32 032 N 16.1875 ft 1 ft 6 in 0.7 ft 0 in HERS 2006 None 4 S Metal Double (Clear) Yes 032 0.32 N 16.1875 ft 1 ft 6 in 0.7 ft 0 in HERS 2006 None 5 S Metal Double (Clear) Yes 0.32 0.32 N 6.809027 1 It 6 in 0.7 ft 0 in HERS 2006 None INFILTRATION & VENTING Forced Ventilation Run Time Fan Method SLA CFM 50 ACH 50 ELA EgLA Supply CFM Exhaust CFM Fraction Watts Default 0.00036 1114 7.08 61.2 115.0 0 cfm 0 cfm 0 0 GARAGE Floor Area Ceiling Area Exposed Wall Perimeter _ Avg. Wall Height _ Exposed Wall Insulation 1 293.86 ft' 293.86 ft' 64 ft 8 ft 1 COOLING SYSTEM System Type Subtype _ Efficiency _ Capacity_ _Air Flow _ SHR Ducts 1 Central Unit None SEER: 14 24 kBtu/hr 720 cfm 0.75 sys#0 HEATING SYSTEM System Type_ Subtype _ _ _ _ Efficiency _ Capacity _ Ducts__ 1 Electric Heat Pump None HSPF: 7.8 24 kBtu/hr sys#0 HOT WATER SYSTEM System Type EF Cap_ Use— SetPnt _ _ _ Conservation 1 Electric 0.92 40 gal 60 gal 120 deg None SOLAR HOT WATER SYSTEM FSEC Collector Storage Cert Company Name System Model #— Collector Model # Area _ Volume - M FEF None None ft' 1/30/2012 9:33 AM EnergyGauge® USA - FlaRes2008 Page 3 of 5 1/30/2012 9:33 AM EnergyGauge® USA - FlaRes2008 Page 4 of 5 DUCTS Supply — Location R -Value AreaV # Locat Return -- Location Area Leakage Type Air Handler CFM 25 Percent-- Leakage ON RLF 1 Attic 6 236 ft= Attic 59 ft' Default Leakage Garage Default) Default) % TEMPERATURES Programable Thermostat: Y Ceiling Fans: Cooling (X] JanX] Feb jjXX]j Mar Xjj Apr jjXjj Ma X]j Jun Jun X]] Jul Jul Xjj Au X] Au) X]]Sep[[X]]Oct Sep X] Oct Xjj Nov X] Nov DecIXXIDec Heating Jan Venting [ Jan rXjj Feb Feb X] Mar Mar X] Apr Apr X] MayXX]] May —[[XX]] X] Jun — X] Jul— l J XX]] Aug _ X]] Sep X]] Oct— X]] Nov XDec Thermostat Schedule: HERS 2006 Reference Hours 10 11 12 Schedule Type 1 2 3 4 5 6 — —7 8 _ — 9 Cooling (WD) — -- PM 80 80 78 78 78 78 78 78 80 78 78 80 Cooling (WEH) PM 78 78 78 78 78 7878 78 78 8 78 78 7 78878 78 78 78 78 Heating (WD) PM 68 68 68 68 68 68 68 68 68 68 66 66 Healing (WEH) PM 68 68 68 68 68 68 68 68 68 68 66 66 1/30/2012 9:33 AM EnergyGauge® USA - FlaRes2008 Page 4 of 5 FORM 1100A-08 Code Compliance Checklist Residential Whole Building Performance Method A - Details ADDRESS: 814 814 Peacan Ave PERMIT #: Sanford, FI, 3277-1 INFILTRATION REDUCTION COMPLIANCE CHECKLIST COMPONENTS ! SECTION _ Exterior Windows & DoorsN1106.AB.1.1 Exterior & Adjacent Walls N1106.AB.1.2 I i Floors ! N1106.AB.1.2 Ceilings i N1106.AB.1.2 i I i I Recessed Lighting Fixtures i N1106.AB.1.2 Multi -story Houses I N1106.AB.1.2 Additional Infiltration reqts is N1106.AB.1.3 REQUIREMENTS FOR EACH PRACTICE Maximum: .3 cfm/sq.ft. window area; .5 cfm/sq it. door area. 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 Penetrations/openings > 1/8" sealed unless backed by truss or joint members. EXCEPTION: Frame floors where a continuous infiltration barrier Lis installed that is sealed to the perimeter, penetrations and seams. Between walls & ceilings; penetrations of ceiling plane to 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. - 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 with < 2.0 cfm from conditioned space, tested. A barrier on erimeter of floor cavity between floors. Exhaust fans vented to outdoors, dampers; combustion space heaters comply with NFPA, have combustion air. OTHER PRESCRIPTIVE MEASURES (must be met or exceeded by all residences.) CHECK COMPONENTS SECTION I REQUIREMENTS _ _ C_H_E_CK Water Heaters N1112.AB.3 j Comply with efficiency requirements in Table N1112.ABC.3 Switch or clearly marked circuit breaker (electric) or cutoff (gas) must be provided. External or built-in heat trap required. I Swimming Pools & Spas i N1112.AB.2.3 Spas & heated pools must have covers (except solar heated). i Non-commercial pools must have a pump timer. Gas spa &pool heaters must have a minimum thermal efficiency of 78%. ; I i Heat pump pool heaters shall have a minimum COP of 4.0. Shower heads N1112.AB.2.4 I Water flow must be restricted to no more than 2.5 gallons per minute at 80 PSIG. Air Distribution Systems i N1110.AB I All ducts, fittings, mechanical equipment and plenum chambers shall be mechanically attached, sealed, insulated and installed in i I accordance with the criteria of Section N1110.AB. Ducts in unconditioned attics: R-6 min. insulation. HVAC Controls N1107.AB.2 Separate readily accessible manual or automatic thermostat for ! each system. _ _ __ —• __ _ __ Insulation N1104.AB.1 Ceilings -Min. R-19. Common walls -frame R-11 or CBS R-3 both I N1102.6.1.1 i sides. Common ceiling & floors R-11. 1/30/2012 9:33 AM EnergyGaugeO USA - RaRes2008 Page 5 of 5 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 82 The lower the EnergyPerformance Index, the more efficient the home. 814 814 Peacan Ave, Sanford, FI, 3277-1 1. New construction or existing New (From Plans) 9. Wall Types Insulation Area 2. Single family or multiple family Single-family a. Concrete Block - Int Insul, Exterior R=8.0 1042.70 ft' b Frame - Wood, Exterior R=13.0 210.67 ft' 3. Number of units, if multiple family 1 c. N/A R= ft' 4. Number of Bedrooms 3 d. N/A R= ft2 5. Is this a worst case? No 6. Conditioned floor area (ft) 1180 7. Windows" Description a. U -Factor: Dbl, U=0.32 SHGC: SHGC=O 32 b U -Factor N/A SHGC: c. U -Factor: N/A SHGC: d. U -Factor: N/A SHGC. e. U -Factor: N/A SHGC: 8. Floor Types a. Slab -On -Grade Edge Insulation b. N/A c. N/A 10. Ceiling Types Insulation Area a Under Attic (Vented) R=30.0 1180.00 ft' b. N/A R= ft= Area c N/A R= ft2 103.93 ft= 11. Ducts ft2 a. Sup: Attic Ret. Attic AH Garage Sup. R= 6, 236 ft2 12. Cooling systems ft' a. Central Unit Cap: 24.0 kBtu/hr SEER. 14 ft2 13. Heating systems a. Electric Heat Pump Cap 24 0 kBtu/hr ft2 HSPF• 7.8 14. Hot water systems Insulation Area a. Electric R=0 0 1180.00 ft2 R= ft' b. Conservation features R= ft2 None 15. Credits 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. Cit -a,new EPL Display Card will be completed based on installed Code complian at s. Builder Signature: _ _-_ _ - Date: Address of New Home: City/FL Zip:- Cap: 40 gallons EF: 0.92 Pstat py0,*- fl4E S: Note: The home's estimated Energy Performance Index is only available through the EnergyGauge USA - FlaRes2008 computer program. This is not a Building Energy Rating. If your Index is below 100, your home may qualify for incentives if you obtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at 321) 638-1492 or see the Energy Gauge web site at energygauge.com 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 (850) 487-1824. Label required by Section 13-104.4.5 of the Florida Building Code, Building, or Section 82.1.1 of Appendix G of the Florida Building Code, Residential, if not DEFAULT. EnergyGauge® USA - FlaRes2008 Residential System Sizing Calculation Summary Project Title: Code Only 814 Peacan Avenue Sovanic Peacan Avenue Professional Version Sanford, FI 32765- Climate: Central WINTER CALCULATIONS 1 __a /f—, 4Qn conA\ pvV Load component Load Load 1 /3u/1u 11 Window total Location for weather data: Orlando - Defaults: Latitude(28) Altitude(100 ft.) Temp Range(M) sqft 3703 Humidi data: Interior RH 50% Outdoor wet bulb 76F Humidity difference 46r. 3689 Btuh Winter design temperature 42 F 912 Summer design temperature 75 1180 Winter setpoint 70 F Floor total Summer setpoint sqft F F Winter temperature difference 28 F cfm Summer temperature difference 18 18962 Btuh Total heating load calculation 18925 Btuh Btuh Total cooling load calculation Btuh Submitted heating capacity of talc Btuh 0 Submitted cooling capacity of talc 112.5 18000 Total (Electric Heat Pump) 126.8 24000 18925 Sensible (SHR = 0.75) 203.0 6000 Heat Pump + Auxiliary(O.OkW) 126.8 24000 Latent 125.6 24000Total (Electric Heat Pump) WINTER CALCULATIONS 1 __a /f—, 4Qn conA\ pvV Load component Load Load Window total 104 Window total 104 sqft 3703 Btuh Wall total 1253 sqft 3689 Btuh Door total 60 sqft 912 Btuh Ceiling total 1180 sqft 1052 Btuh Floor total 156 sqft 5154 Btuh Infiltration 71 cfm 2174 Btuh Duct loss Sens. Ventilation 0 cfm 2240 Btuh Subtotal 16007 18925 Btuh Ventilation 0 cfm 0 Btuh TOTAL HEAT LOSS Btuh Latent gain(ventilation) 18925 Btuh fw.140A n -A" DwA3 t2%) Inro{1 I %) Doors(s%) , Floas(27%) SUMMER CALCULATIONS Load component Load Window total 104 sqft 3185 Btuh Wall total 1253 sqft 3794 Btuh Door total 60 sqft 944 Btuh Ceiling total 1180 sqft 1992 Btuh Floor total 0 Btuh Infiltration 36 cfm 714 Btuh Internal gain 2120 Btuh Duct gain 3258 Btuh Sens. Ventilation 0 cfm 0 Btuh Total sensible gain 16007 Btuh Latent gain(ducts) 627 Btuh Latent gain(infiltration) 1128 Btuh Latent gain(ventilation) 0 Btuh Latent gain(internal/occupants/other) 1200 Btuh Total latent gain 2956 Btuh TOTAL HEAT G Wnd*-e(20%) Ce&Vx(e%) Latent bderr-60%) IM oan Ducts(2o%) AIN 18962 Btuh EnergyGauge® System Sizing Version 8 PREPARED BY: For Florida residences only DATE: 0 EnergyGauge® FLRCPB v4.5.2 Cc W qsJ I I'J.) 2o%) System Sizing Calculations - Winter Residential Load - Whole House Component Details Project Title: Code Only 814 Peacan Avenue Sovanic Peacan Avenue Professional Version Sanford, F132765- Climate: Central Reference City: Orlando (Defaults) Winter Temperature Difference: 28.0 F 1/30/2012 Subtotal Sensible 18925 Btuh Ventilation Sensible 0 Btuh Total Btuh Loss 18925.13tuh 1. Electric Heat Pump # 24000 Btuh Key: Window types (SHGC - Shading coefficient of glass as SHGC numerical value or as clear or tint) Frame types - metal, wood or insulated metal) U - Window U -Factor or'DEF' for default) HTM - ManualJ Heat Transfer Multiplier) Key: Floor size (perimeter(p) for slab -on -grade or area for all other floor types ) Version 8 For Florida residences only EnergyGauge® FLRCPB v4.5.2 Page 1 Manual J Summer Calculations Residential Load - Component Details (continued) Project Title: Code Only 814 Peacan Avenue Sovanic Peacan Avenue Professional Version Sanford, FI 32765- Climate: Central 1/30/2012 1. Central Unit # 24000 Btuh Key: Window types (Pn - Number of panes of glass) SHGC - Shading coefficient of glass as SHGC numerical value or as clear or tint) U - Window U -Factor or'DEF' for default) Irish - Interior shading device: none(N), Blinds(B), Draperies(D) or Roller Shades(R)) ExSh - Exterior shading device: none(N) or numerical value) BS - Insect screen: none(N), Full(F) or Half(H)) Ornt - compass orientation) Version 8 For Florida residences only EnergyGauge® FLRCPB v4.5.2 Page 2 Sensible Envelope Load All Zones 12749 Btuh Sensible Duct Load 3258 Btuh Total Sensible Zone Loads 16007 Btuh Sensible ventilation 0 Btuh Blower 0 Btuh Whole House Total sensible gain 16007 Btuh Totals for Cooling Latent infiltration gain (for 46 gr. humidity difference) 1128 Btuh Latent ventilation gain 0 Btuh Latent duct gain 627 Btuh Latent occupant gain (4 people @ 200 Btuh per person) 800 Btuh Latent other gain 400 Btuh Latent total gain 2956 Btuh TOTAL GAIN 18962 Btuh 1. Central Unit # 24000 Btuh Key: Window types (Pn - Number of panes of glass) SHGC - Shading coefficient of glass as SHGC numerical value or as clear or tint) U - Window U -Factor or'DEF' for default) Irish - Interior shading device: none(N), Blinds(B), Draperies(D) or Roller Shades(R)) ExSh - Exterior shading device: none(N) or numerical value) BS - Insect screen: none(N), Full(F) or Half(H)) Ornt - compass orientation) Version 8 For Florida residences only EnergyGauge® FLRCPB v4.5.2 Page 2 System Sizing Calculations - Summer Residential Load - Whole House Component Details Project Title: Code Only 814 Peacan Avenue Sovanic Peacan Avenue Professional Version Sanford, FI 32765- Climate: Central Reference City: Orlando (Defaults) Summer Temperature Difference: 18.0 F 1/30/2012 EnergyGauge® FLRCPB v4.5.2 Page 1 OFFICE 1.v. GRAPHIC SCALA 0 is 30 LOT 7 BLOCK 10 TIER 14 FOUND 1' UP. Is OFF No LA LOT 8 BLOCK 10 TIER 14 N 1'am.w" J is FOLIO I 1• IY, No L h I LOT 9 v; BLOCK 10 o TIER 14 No0Iol; re o S Nvuo z z No a a i PERMIT # BOUNDARY SURVEY 14' PLATTED ALLEY UNIMPROVED) LOT 110 BLOCK 10 TIER 14 NOT INCLUDED) S90 -00.00-E (P) 147.75' (P) S89'59'48"E (M) 147.74' (M) LOT 11 BLOCK 10 TIER 14 I cdco Ivv 3 30 I8s UND I' LO. INO N89'56'43"W (M) 147.76' (M) N90 -00.00-W (P) 147.75' (P) . ILOT12, BLOCK 10 0 , N ` TIER 14 (NOT INCLUDED) o v o IFOUND 88 N90'00'00'W (P&M) 147.75' (P) 147.77' (M) to HnNo IA NmwI LINE TABLE LINE LENGTH BEARING Ll (P) 44.00 SOO.00'00'E Ll (M) 44.11 S00'14'42'E L2 (P) 44.008 NOO.00'00'V L2 <M> 43.98 NOO.13'29'W S 2 WEST 9TH STREET R/W) OFFSCJ ELEVATIONS SHOWN HEREON ARE BASED ON AN ASSUMED ELEVATION CONC. DRIVE ENCROACHED ONTO PROPERTY TO THE SOUTH AS DELINEATED. LEGAL DESCRIPTION: LOTS 11, BLOCK 10, TIER 14, SEMINOLE PARK, ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 2, PAGES 75, OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA. ANGEL M. BOSQUE-POLANCO, LS 6581" "' "' LEGEND: A/C -AIR CONDITI M. BB -BEARING BASS. BLDG- OUw0 % C-CALCULA7ED. CB CONCRETE BLOCK. CH -CHORD. CHEIRG CHORD BEAiCNG. ON-CONORERE MONUMENT. CNA -CORNER NOT ACCESSIBLE. CONC CONCRETE. COV COVERED. CPP -CONCRETE POWER POLE. O- D. o/B/MDOOIG WSINESS AS. DE -DRAINAGE T. DUE DRAINAGE AND UTILITY EASEMENT. EDP EDGE OF PAVEMENT. EOW-EDGE OF WATER FIELD. FF ELEVflNISHED FLOOD ELEVATION. uWDENTincAIION. IR -IRON REEIAR. IP -IRON PIPE. L -ARC LENGTH. LS LAND SURVEYOR, LS -LAND SURVEYING BUSINESS, M -MEASURED. NR -NOT RADIAL. OR -OFFICIAL RECORDS. P -PLAT. PC -POINT K Pel .wlOC 0/—GCOV14O4T Nw7m SURVEYOR'S NOTES 1: THIS SURVEY IS BASED ON THE LEGAL DESCRIPTION AS PROVIDED BY THE CLIENT. 2 THIS SURVEYOR HAS NOT ABSTRACTED THE LAIRD SHOWN HEREON FOR EASEMENTS RIGHTS OF WAY OR RESTRICIIGHS OF RECORD WHRCH MAY AFFECT THE TIRE OR USE OF THE wo. 3: 00 NOT RECONSTRUCT PROPERTY DIES FROM IN78M IMPROVEMENTS. (DADINOS. FENCES ECT...) k NO FOOTINGS OR OVERHANGS HAVE BEEN LOCATED EXCEPT AS SHOWN. NO UNDERGROUND IMPROVEMENTS OR UTUTES HAVE BEET LOCATED EXCEPT AS SHOWL 0. NO YiETLANDS AND [pt OWER NATURAL FEATURES HAVE PROPERTY ADDRESS: 814 PECAN AVENUE SANFORD, FLORIDA 32771 FLOOD ZONE INFORMATION: MAP NUMBER: 12117C 0070 F DATE: 09/211/07 ZONE: FOLIO Ilem Board of County Commissioners WORK ORDER SEMINOLE COUNTY, FLORIDA Work order Number: 24 Master Agreement No.: CC-2183-07/VFT Dated: December 26, 2007 Master Agreement Title: SHIP Affordable Housing Construction/Reconstruction Project Tide: SHIP Home Reconstruction at 814 Pecan Ave.,SanfOrd FL (Coleman) Contractor: Sovanic, Inc- Address: ncAddress: 5401 S. Kirkman Rd. Suite 310 Orlando FL 32819 ATTACHMENTS TO THIS WORK ORDER: METHOD OF COMPENSATION: X] Scope - Inspection Report "Exhibit A" X] fixed fee basis X] Addendum -"Exhibit B" time basis -not -to -exceed X] quote Form-pExhibit C time basis -limitation of funds X] SHIP -Standards - "Exhibit D" X] retainage shall be withheld TIME FOR COMPLETION: The Work to be provided by the CONTRACTOR shall be substantially completed as described in subsection 14.13 of the General Conditions, within one hundred twenty (135) calendar days after the date when the Contract Time begins to run as provided in subsection 2.2 of the General Conditions. The Work shall be finally completed, ready for Final Payment In accordance with subsection 14.9 of the General Conditions, within thirty (30) calendar days after the actual date of Substantial Completion. Failure to meet the completion time shall be grounds for Termination of both the Work Order and the Master Agreement for Default. WORK ORDER AMOUNT: ONE -HUNDRED THOUSAND SEVEN -HUNDRED THIRTY-SEVEN AND 00/100 DOLLARS ($100,737.00). I ES WHEREQF„ the parties hereto have made and executed this Work Order on this.10 ' - day of 20 L 1 for the purposes staffed herein. CORPORATE SEAL) Date: 1l /17 /11 CERTIFIED COPT XARVAAW;:,WWW x.,1 non 1 FLORIDA OC #807281 BOARD OFCOU COMMISSIONERS SEMINI C , FLORIDA 1 By: Robert Huntef, Procur mentp ministrator Date: (I I I O t As authorized by Section 3.554 Seminole County Administrative Code. ON #29466 Page I of 3 GRAPHIC ALS 0 15 30 LOT 7 IBLOCK10I TIER 14 Faunrv. NIJr ars NO In LOT 8 BLOCK 10 TIER 14 17 Comm S rw ON FOLIO F w. Na I& T11 d LOT 9 I gS BLOCK 10 1'_ t ; 2 01. o. TIER 14 h c 0Ig+g* FOLIO Z Z 1' ID. NO LA a BOUNDARY SURVEY 14' PLATTED ALLEY UNIMPROVED) LOT 110 BLOCK 10 TIER 14 NOT INCLUDED) S90'00'00 -E (P) 147.75' (P) S89 -59'48"E (M) 147.74' (M) LOT 11 BLOCK 10 TIER 14 N89 -56'43"W (M) 147.76' (M) H90 -00'00-W (P) 147.75 (P) LOT 12, BLOCK 10 TIER 14 (NOT INCLUDED) BB N90.00'00 -W (P&M) 147.75' (P) 147.77' (M) I Iv 0 8 cd co Imo$ v a; 8 I8.8 J LINE TABLE I LINE LENGTH BEARING LI (P) 44.00 S00.00'00'E LI (N) 44.11 S00.14'42'E L2 (P) 44.008 N00.00'00'V L2 (N) 43.98 N00.13'29'V I Iv 0 8 cd co Imo$ v a; 8 I8.8 J 0 Q C4 N ~ 111707070111 FgNO 1• V. I No UX saw I FOUND VEST 9TH STREET g 66' RM ELEVATIONS SHOWN HEREON ARE BASED ON AN ASSUMED ELEVATION CONC. DRIVE ENCROACHED ONTO PROPERTY TO THE SOUTH AS DELINEATED. LEGAL DESCRIPTION: LOTS 11, BLOCK 10, TIER 14, SEMINOLE PARK, ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 2, PAGES 75, OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA. ANGEL M. BOSQUE-POLANCO, LS 6581"' LEGEND: SURVEYOR'S NOTES I A CrAIR cONDInaNEt, 68 -BEARING BASIS, 1: THIS SURVEY O BASED ON THE LEM oESdMPTION AS PROMDED BY THE CLIENT. PROFESSIONAL LIBILITY INSURANCE 4DING^ C -CALCULATED. CB CONCRETE BLOCK. CH-CHORDCHBRG CNORD BEARING, CJI -CONCRETE YOMAIMT, 2 THIS SURVEYpN NAS NOT ABSTRACTED THE LAND 91081 HEREON FOR EASEYDIIS, ROM OF WAY OR PROPERTY ADDRESS: CNA -CORNER NOT ACCESSIBLE, CONC gESTgCTIOIg OF RECORD TIM M MAY AFFECT THE n1LE CONCRETE. COV -COVERED. CIPP-ATE POYER POLE. D-CESCRISED, DNB A-000Ic OR USE OF THE LID. 814 PECAN AVENUE AGE AS, U ' DP01E IMPRo ITS, MUIDINGS, PROPERTY Edi FROM INTERIM SANFORD, FLORIDA 32771 EDGE OF PAVEMENT. EOW-EDGE OF WATER. FIELD. FF ELEV-FINISHED FLOOD 44 ELEVATION. ID-d0E mCATION. IR -IRON EXCEPT AS SHOW GO 5: NO UNDERGROUND OOMWWD04TS OR VTkn 5 HAVE FLOOD ZONE INFORMATION: MAP NUMBER: 12117C 0070 F BUSINESS. M -MEASURED. MR -NOT RADIAL BEEN LOCATED EXCEPT AS SHOW DATE: Q$/28/07OR -OFFICIAL RECORDS, P -PLAT, PC -PONT OF CURVATURE. CONTROL 6. NO WETLANDS A ND/GR OTHER NATURAL FEATURES NAVE ZONE: & POMT, PI -POINT OF INIETSECnON. POBOFINTERSECTION. BEEN LOCATED EXCEPT AS SMOrN. FOR INFORMATIONAL PURPOSES ONLY AND IS NOT CERTIFIED.) 0 Q C4 N ~ 111707070111 FgNO 1• V. I No UX saw I FOUND VEST 9TH STREET g 66' RM ELEVATIONS SHOWN HEREON ARE BASED ON AN ASSUMED ELEVATION CONC. DRIVE ENCROACHED ONTO PROPERTY TO THE SOUTH AS DELINEATED. LEGAL DESCRIPTION: LOTS 11, BLOCK 10, TIER 14, SEMINOLE PARK, ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 2, PAGES 75, OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA. ANGEL M. BOSQUE-POLANCO, LS 6581"' LEGEND: SURVEYOR'S NOTES THE SURVEY DEPICTED HEREON IS NOT COVERED BY A CrAIR cONDInaNEt, 68 -BEARING BASIS, 1: THIS SURVEY O BASED ON THE LEM oESdMPTION AS PROMDED BY THE CLIENT. PROFESSIONAL LIBILITY INSURANCE 4DING^ C -CALCULATED. CB CONCRETE BLOCK. CH-CHORDCHBRG CNORD BEARING, CJI -CONCRETE YOMAIMT, 2 THIS SURVEYpN NAS NOT ABSTRACTED THE LAND 91081 HEREON FOR EASEYDIIS, ROM OF WAY OR PROPERTY ADDRESS: CNA -CORNER NOT ACCESSIBLE, CONC gESTgCTIOIg OF RECORD TIM M MAY AFFECT THE n1LE CONCRETE. COV -COVERED. CIPP-ATE POYER POLE. D-CESCRISED, DNB A-000Ic OR USE OF THE LID. 814 PECAN AVENUE AGE AS, U ' DP01E IMPRo ITS, MUIDINGS, PROPERTY Edi FROM INTERIM SANFORD, FLORIDA 32771 EDGE OF PAVEMENT. EOW-EDGE OF WATER. FIELD. FF ELEV-FINISHED FLOOD 4: NO FOOTINGS OR OV01HANGS NAVE BEEN LOCATED ELEVATION. ID-d0E mCATION. IR -IRON EXCEPT AS SHOW REBAR. IP -TROT PIPE L -ARC LENGTH. LS LAND SURVEYOR. LB -LAND SURVEYING 5: NO UNDERGROUND OOMWWD04TS OR VTkn 5 HAVE FLOOD ZONE INFORMATION: MAP NUMBER: 12117C 0070 F BUSINESS. M -MEASURED. MR -NOT RADIAL BEEN LOCATED EXCEPT AS SHOW DATE: Q$/28/07OR -OFFICIAL RECORDS, P -PLAT, PC -PONT OF CURVATURE. CONTROL 6. NO WETLANDS A ND/GR OTHER NATURAL FEATURES NAVE ZONE: & POMT, PI -POINT OF INIETSECnON. POBOFINTERSECTION. BEEN LOCATED EXCEPT AS SMOrN. FOR INFORMATIONAL PURPOSES ONLY AND IS NOT CERTIFIED.) POINT OF BEGINNING POC -POINT OF MEM 7. THIS SURVEY SHALL NOT BE USED FOR DESIGN OR LENT. M-PERMPi aRIFERENTANGENT. CONSTRUCTION UTH OUT Pf" WR ITTEM AUTHORIZATION iROY THE SIGNING SURVEYOR SURVEYORS CERTIFICATE R -RACHIS. RAD -RADIAL RES RESIDENCE. R/W-RIGHT OF WAY, S/W THIS SURVEY IS NOT VAW MTNOIT THE SIGNATURE I HEREBY CERTIFY THAT THE SURVEY OF THE HEREON DESCRIBED SIDEWALK, TOB -TOP OF BANK, TX -ELECTRIC AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED PROPERTY WAS PREPARED UNDER MY DIRECT SUPERVISION AND MEETS TRANSFORMER BOX, UR-uIWTY ROOM, UE SURVEYOR AND MAPPER. THE MINIMUM TECHNICAL STANDARDS SET FORTH BY THE FLORIDA UTILITY EASEMENT. WF -WOOD FRAME, WPP BOARD OF PROFESSIONAL SURVEYORS AND MAPPERS IN CHAPTER VOW POOR POLE SJ -17-0.050 THROUGH SJ -17-0.052, FLORIDA ADMINISTRATIVE COOS, SYMBOLS: PURSUANT TO CHAPTER 472.027, FLORIDA STATUTES. BRKX 0 - WATER METER CO,, - UTILITY POLE SCAIE CONCRETE 0 - GAS SERVICE 1 INCH - 30 FP. 0 - SET 1/Y LR a CAP LS 6581 CERTIFIED BY. 2/4/12 11/30/11 JOB N0. FWND VEy MONUMENTBOUNDARY CENTERLINE ar M. a . 1S 6581 PLOT PLAN 2/1/12 LD2099 290 A VIEW SUITE 128 X—X—X- - VINYL FENCE 0-0-0- - wooD FERM CASSELBERRY FL. 3273 TEL: (407)463-9019 CHECKED BY: O—O—O- - d1AN LOW INCE bD wd vm x =lK A D x =R RIS Sfll16 A m IM vOm ADUH1OI' DRAWN BY: M.P. /A.L.M. 01II - OVEAMEAD UTILITY LINES A.M.B. Florida Building Code On6FFICE Page 1 of 3 PERMIT # a. Fo2_ RegulationBusiness & Professional Florida Deparmwtd BCIS Home I Log In I User Registration Hot Topics Submit Surcharge Stats & Facts Publications Flic Staff SCIS Site Map Unks Search Busines ProfessiI*USER: product Approval Public User Regulation Product ADprOVal Menu > Product or Aoob[auon Search > Application Lis[ > Application Detail FL # FL6184-R1 Application Type Revision Code Version 2007 Application Status Approved Comments Archived Product Manufacturer Plastpro Inc. / Nanya Plastics Corp. Address/Phone/Email 5200 W CENTURY BLVD. LOS ANGELES, CA 90045 440)969-9773 Ext 16 rickw@rwbidgconsultants.com Authorized Signature Ron O'Connell rickw@rwbidgconsultants.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory Swinging Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer D Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who Lyndon F. Schmidt developed the Evaluation Report Florida License PE -43409 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2012 Validated By Ryan J. King, P.E. O Validation Checklist - Hardcopy Received Certificate of Independence FL6184 R1 COI CERT OF INDEPENDENCE.odf Referenced Standard and Year (of Standard) Standard 101/I.S. 2 101/I.S.2/NAFS ASTM E1886/E1996 ASTM E330 TAS 201, 202, 203 Equivalence of Product Standards Certified By http://www.floridabuilding.orglpr/pr app_dtl.aspx?param=wGEVXQwtDgshPeSwyod%2f. Year 1997 2002 2002 2002 1994 OFFICE 1/31/2012 Florida Building Code Online Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Method 1 Option D 10/03/2008 10/06/2008 10/19/2008 12/10/2008 Page 2 of 3 Summary of Products FL # Model, Number or Name Description 6184.1 a. Distinction Series Up to 3'0 x 6'8 Opaque Single (X) Inswing or Outswing Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ: No FL6184 RI II INST 6184.1.Ddf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 6184.1 for Design Pressure Ratings, FL6184 R1 AE EVAL 6184.1.Ddf any additional use limitations, installation instructions Created by Independent Third Party: Yes and product particulars. 6184.2 Distinction Series Up to 3'0 x 6'8 Opaque Fiberglass Single Door with1b. Sidelite (XO or OX) The Sidelite Glazing Installed Utilizing the SnagFrame. Limits of Use Installation Instructions Approved for use in HVHZ: No FL6184 R1 11 INST 6184.2.Ddf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 6184.2 for Design Pressure Ratings, FL6184 R1 AE EVAL 6184.2.Ddf any additional use limitations, Installation instructions Created by Independent Third Party: Yes and product particulars. (**See General Note 3 sheet 1 of Drawing No. FL -6184.2 regarding sidelite protection** 6184.3 c. Distinction Series Up to 3'0 x 6'8 Opaque Fiberglass Single Door with Sidelite (XO or OX) The Sidelite Glazing Installed Utilizing the Up Lite Screw Frame. Limits of Use Installation Instructions Approved for use in HVHZ: No FL6184 R1 If INST 6184.3.Ddf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 6184.3 for Design Pressure Ratings, FL6184 R1 AE EVAL 6184.3.0f any additional use limitations, Installation instructions Created by Independent Third Party: Yes and product particulars. (**See General Note 3 sheet 1 of Drawing No. FL -6184.3 regarding sidelite protection** 6184.4 d. Distinction Series Up to 3'0 x 6'8 Opaque Fiberglass Single Door with Sidelites (OXO) The Sidelite Glazing Installed Utilizing the Snap Frame. Limits of Use Installation Instructions Approved for use in HVHZ: No FL6184 Rl 11 INST 6184.4.Ddf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 6184.4 for Design Pressure Ratings, FL6184 R1 AE EVAL 6184.4.Ddf any additional use limitations, installation Instructions Created by Independent Third Party: Yes and product particulars. (**See General Note 3 sheet 1 of Drawing No. FL -6184.4 regarding sidelite protection** 6184.5 e. Distinction Series Up to 3'0 x 6'8 Opaque Fiberglass Single Door with Sidelites (OXO) The Sidelite Glazing Installed Utilizing the Lip Lite Screw Frame. Limits of Use Installation Instructions Approved for use in HVHZ: No FL6184 R1 11 INST 6184.5.Ddf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes http://www.floridabuilding.org/prlpr_app_dtl.aspx?param=wGEVXQwtDgshPeSwyod%2f... 1/31/2012 Florida Building Code Online Page 3 of 3 Design Pressure: N/A Evaluation Reports Other: See INST 6184.5 for Design Pressure Ratings, FL6184 R1 AE EVAL 6184.5.Ddf any additional use limitations, Installation instructions Created by Independent Third Party: Yes and product particulars. (**See General Note 3 sheet 1 of Drawing No. FL -6184.5 regarding sidelite rotection** 6184.6=[f ction Series Up to 6'0 x 6'8 Opaque Double (XX) Inswing or Outswing Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ: No FL6184 R1 Il INST 6184.6.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 6184.6 for Design Pressure Ratings, FL6184 R1 AE EVAL 6184.6.Ddf any additional use limitations, installation instructions Created by Independent Third Party: Yes and product particulars. 6184.7 Distinction Series Up to 6'0 x 6'8 Opaque Fiberglass Double Door with1g. Sldelites (OXXO) The Sidelite Glazing Installed Utilizing the Snap Frame. Limits of Use Installation Instructions Approved for use in HVHZ: No FL6184 RI II INST 6184.7.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 6184.7 for Design Pressure Ratings, FL6184 R1 AE EVAL 6184.7.Ddf any additional use limitations, installation instructions Created by Independent Third Party: Yes and product particulars. (**See General Note 3 sheet 1 of Drawing No. FL -6184.7 regarding sidelite rotection** 6184.8 h. Distinction Series Up to 6'0 x 6'8 Opaque Fiberglass Double Door with Sldelites (OXXO) The Sidelite Glazing Installed Utilizing the Lie Lite Screw Frame. Limits of Use Installation Instructions Approved for use in HVHZ: No FL6184 R1 I1 INST 6184.8.Ddf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A lEvaluation Reports Other: See INST 6184.8 for Design Pressure Ratings, FL6184 R1 AE EVAL 6184.8.Ddf any additional use limitations, installation Instructions Created by Independent Third Party: Yes and product particulars. (**See General Note 3 sheet 1 of Drawing No. FL -6184.8 regarding sidelite protection** Back Next Contact Us :: 1940 North Monroe Street, Tallahassee FL 32399 The State of Florida is an AA/EEO employer. Coovnaht 2007-2010 State of Flonda.:: Privacy Statement :: Accessibility Statement : Refund Statement Under Flonda law, e-mail addresses are public records. If you do not want your e-mail address released In response to a public -records request, do not send electronic mad to this entity. Instead, contact the office by phone or by traditional mad. If you have any questions regarding DBPR's ADA web accessibility, please contact our Web Master at webmasterillidbor.state.11 us. Product Approval Accepts: sC611ritYAf rTN rl`a v«Isrv' T 1114111 http://www.floridabuilding.org/prlpr_app_dti.aspx?param=wGEVXQwtDgshPeSwyod%2f... 1/31/2012 L NAN YA PLASTICS CORP. PLASTPRO INC. 9 PEACH TREE RILL ROAO LIVINGSTON, NEW JERSEY 07039 DISTINCTION SERIES OPAQUE FIBERGLASS DOOR INSWING / OUTSWING IMPACT" GENERAL NOTES 1. This product hos been evaluated and is in compliance with the 2007 Florida Building Code (FOC) structural requirements excluding the High velocity Hurricane Zone` (HVHZI. 2. Product anchors shall be as listed and spaced as shown on detols. Anchor embedment to base material stall be beyond wolf dressing or stucco. 3. When used in areas requiring wind bome debris protection this product complies with Section 1609.1.2 of the FBC and does not require on impact resistant covering. This product meets missile level 97' and includes Wind Zone 1 as defined in ASTM El 996. 4. For 2x stud froming construction, anchoring of these units shag be the some as that shown for 2x buck nosorvy construction. 5. Site conditions that deviate from the details of this drawing require further engineering onotysis by a licensed engineer or registered orchilect. 3750 MAX.OJI FRAME WIDTH a zZ 3 O 0 M z = o X O fF0- iL:: 150- SWING- S'fMElVSION TABLE OF CONTENTS SHEET i DESCRIMON I Ty 'cal elevolion, design pressures, a generol notes 2 Door ponel detols 3 Horizontal Goss sections 65.0 verncal «oss sections S Buck and frome anchoring - 2X tock masonry construction 6 Frame onctonng - I X buck mosonry constnrction 7 TI of matedols b components 3750 MAX.OJI FRAME WIDTH a zZ 3 O 0 M z = o X O fF0- iL:: 150- SWING- S'fMElVSION s.a v-n-»-v-^- ERALL A _-- FR4ME OV! I) DEStGNtPRESSU PGSRIV.E NEGATIVE-° INSWING 37.50" x 92.00" 65,0 70.0 OUTSWING 37.50" x 80.3T' 65,0 65.0 CIL 0 9508 i t N.T.S. r W. OT d or. LFS i FL -6184.1 n _L oF 7 G ERIOR 20 Q 11 24 ERIOR HORIZONTAL CROSS SECTION 35 7S NW(. DOOR PANEL WIDTH 1.58 25 C. RAIPL\, C Tjm adz a. 0 x 0 0 90 158' Cl 00 1_011AIL DOOR ANEI C.M&, C 10 2.50" T— KIMENFYOOD I [-- 10' T— --T 4 iw 0-11&GUE6" 1401E C P" INTERIOR EXTERIOR VERTICAL CROSS SECTION 121/ el-zl T; TLA oy' Or aoc ;;7 LFS FL -6184.1 7 hof 7 1.1/1' MIN 1 r j EMS. (nP.) 4 4I 12 23 w /Y Ctl o • FO -1 a l Es $_ N •O 1 i J 1Y 6 8 Z50Irl,L s t 16 ggg E R f qp INTERIOR 3 I 3 18 8 W \ 17 H EXTERIOR 1 3 HORIZONTAL CROSS SECTION }a3Show/I%sub•bucksubstituting 3 oconcretescrewsforwoodscrewsper34I-1/I` MINI3 & 1-114 MIN. Section 1714.5.4.2 of the FBC 4 4 EMB. (TYP.) EMB. (R'P.) CSI4 O.IN 015" 3 r (fYP.) CSINK Y W 6 (rrP ) 66 A I 1 • W 12 23 "• • 23 12 t W i ion o N t INTERIOR INTERIOR 16 _ t 1 / W ? W _ ' ZZ \ • ° uj a I O 31 EXTERIOR EXTERIOR I 13 • ' _ z art: 915108 Z o214p274N.T.S. . O O ma W. or 1 2 HORIZONTAL CROSS SECTION HORIZONTAL CROSS SECTION tl0C "" LPS ; 3 O. ots vst tl n - inswing 3 HORIZONTAL g TAA - inswing OPAW c NO • m otso approved FL -6184.1 c SFW -L or 7 o I -MIN. FROM I" MIN. FROM MASONRY EDGE MASONRY EDGE IYP.) (iYP.) EXTERIOR " INTERIOR i VERTICAL CROSS SECTION 4 Oulswng shown • inswing aho approved EXTERIOR INTERIOR 3 VERTICAL CROSS SECTION 4 OulswingcontiguroGon I 2-117' MIN. FROM 2.117 MIN. FROM MASONRY EDGE --}--MASONRYEDGE— 1rP.) e o g u od$ c I (n'P•) W r4' tk i3 d E ib z 4 dnms F 4Fi7,77Aj 2 VERTICAL CROSS SECTIONk,±,/ Shown w/ I X v j 16 23 p V U li rXz EXTERIOR INTERIOR h a 2 VERTICAL CROSS SECTIONk,±,/ Shown w/ I X Subbbuck subshlufi concrete for 3 screws wood screws ow Section 1114.5.4.2 of the FBC o EXTERIOR Tpft INTERIOR 5 WI§ s\ %NNim J EM aSE 9/5/06 = SN VERTICAL CROSS SECTION om erDT m4Insvnngconfiguration oNc ew LF5 3 ort rtoc r».: a FL -6184 1 C 0 or 7 S to I P N TYP. HEAD L JAMBS — P SEE NOTE I 9 2X-1 BUCK b 2X I JAMBS BUCK T FRAME ^ 7 Ii25 o< MASONRY X w MASONRY iOPENING — o OPENING Y Q 77114 71 SUCK ANCHORING HINGE JAMB FRAME ANCHORING STRIKE JAMS Masonry 2X buck corutruction NOTES: I. 114" Elco concrete screws anchoring 2x buck require o minimum I"Clearance to masonry edges. a V 1/4" minimum embedment and a minimum 4" clearance to odjacent concrete screws. Substitution of equal concrete screws from a different supplier may hove different edge distance and center distance requirements. Concrete screw locations of the comers may be adjusted to maintain the minimum edge distance to mortarjoints. If concrete screw locations noted as MAX. ON CENTER" must be adjusted to maintain the minimum edge distance to mortorjoints. additional concrete screws may be required to ensure the maximum on center dimension is not exceeded. HINGE JAMS STRIKE PLATE DETAIL 9508 i E- N.T.S. ° vy: or o sm L FS 3 mn w: F1-6184.1 0 T $ a_7 ; 6' o 30 H TYP. HEAD 3 g JAMBS X SEE NOTE 1 BUCK oP A FRAME rn MASONRY OPENING _ u f Q O W RMEJAMB FRAME ANCHOWNG Masonry I K buck oorohuctbn0 NOTES: I. I/4" ITW concrete screws anchoring frame and/or sill require a minimum 2-1/2" cleoronce to masonry edges. a I-1/4' minimum embedment and a minimum 3" cleoronce to adjacent concrete screws. Substitution of equal concrete screws from a different supplier may hove different edge distance and center distance requirements. Concrete screw locations at the comers may be adjusted to maintain the minimum edge distance to mortar 3 joints. If concrete screw locations noted as MAX. ON CENTER" must be adjusted to maintain the minimum edge distance to mortar joints, additional concrete screws may be required to ensure the maximum on center dimension is not exceeded. 2. 3/16" ffW concrete screws anchoring frame and/or sill require a minimum 1-7/8' cleoronce to masonry edges, a 1-1/4" minimum embedment and a minimum 2-1/4" clearance to adjacent concrete screws unless otherwise noted by concrete screw manufacturer. Sd SIKIKE JAMS HINGE JAMS SIRIKE PLATEDETAIL NOTE 2 w s a o a O o SEE NOTE 2z ouE 9/5/08 i SCAM N.T.S. ° aro or OT m CHL er. LFS ; WWWW No_ FL -6184.1 0 6 or 7SNQr Florida Building Code Online Page 1 of 2 Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Emall Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Certification Agency Validated By Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved MI Windows and Doors 650 West Market Street Gratz, PA 17030 717)365-3300 Ext 2560 bsitlinger@mlwd.com Brent Sitlinger bsitlinger@miwd.com Exterior Doors Sliding Exterior Door Assemblies Certification Mark or Listing American Architectural Manufacturers Association Steven M. Urich, PE 0 Validation Checklist - Hardcopy Received Standard AAMA/WDMA/CSA 101/1.S. 2/A440 Method 1 Option A 04/27/2009 04/27/2009 04/29/2009 06/09/2009 Year 2005 http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsxY]eb4opOD... 1/31/2012 A0 dna DeparMWtd SCIS Home I Log In I User Registration Hot Topics Submit Surcharge I Stats d Facts Publications FBC Stall BGS Site Map Links Search Busines Professi - al PER: Regulation Public UApproval ser Product Approval Menu > Product or ADolication Search Application Ust > Application Detail FL # FL11956-R1 Application Type Revision Code Version 2007 Application Status Approved Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Emall Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Certification Agency Validated By Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved MI Windows and Doors 650 West Market Street Gratz, PA 17030 717)365-3300 Ext 2560 bsitlinger@mlwd.com Brent Sitlinger bsitlinger@miwd.com Exterior Doors Sliding Exterior Door Assemblies Certification Mark or Listing American Architectural Manufacturers Association Steven M. Urich, PE 0 Validation Checklist - Hardcopy Received Standard AAMA/WDMA/CSA 101/1.S. 2/A440 Method 1 Option A 04/27/2009 04/27/2009 04/29/2009 06/09/2009 Year 2005 http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsxY]eb4opOD... 1/31/2012 Florida Building Code Online Page 2 of 2 Summary of Products FL # Model, Number or Name IDescrietion 11956.1 91AIuminum420/42P/430/43P/440/44P 182 x 96 Pocket frame and regular frame. Sliding Glass Door Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL11956 RI C CAC APC 420-430-440 SGD Dec 08.Ddf Quality Assurance Contract Expiration DateApprovedforuseoutsideHVHZ: Yes Impact Resistant: No 09/26/2012 Design Pressure: +25/-25 Installation Instructions Other: SD -R25 FL11956 R1 Ii 420-430-440 SGD Taocon instr - Fastener Schedule.Ddf Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 11956.2 420/42P/430/43P/440/44P 146x96 Pocket frame and regular frame. Aluminum Sliding Glass Door Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL11956 RI C CAC APC 420 -42P -430 -43P -440-44P PD Approved for use outside HVHZ: Yes OXX 146X96 LC40 86109,03-109-47.pdf Impact Resistant: No Quality Assurance Contract Expiration Date Design Pressure: +40/-40 12/10/2012 Other: LC -40 Installation Instructions FL11956 R1 II Installation Instructions - 420 OXX 146 x 96 AS TESTED.Ddf Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 11956.3 420/42P/430/43P/440/44P 182 x 80 Pocket frame and regular frame. Aluminum Sliding Glass Door Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL11956 RI C CAC APC 420 -42P -430 -43P -440-44P PD Approved for use outside HVHZ: Yes OXX 182X80 R35 86109.04-109-47.Ddf Impact Resistant: No Quality Assurance Contract Expiration Date Design Pressure: +35/-35 12/10/2012 Other: SD -R35 Installation Instructions FLI1956 R1 it Installation Instructions - 420 OXX 182 x 80 AS TESTED.Ddf ' Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: Beck Next Contact Us :: 1940 North Monroe Street. Tallahassee FL 32399 The State of Florida Is an AA/EEO employer. Cooyrioht 2007.2010 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, e-mail addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mall. If you have any questions regarding DBPR's ADA web accessibility, please contact our Web Master at webmasterfAdbor.state.fLus. Product Approval Accepts: scCuri verisionrrnuo http://www.floridabuilding.org/prlpr_app_dtl.aspx?param=wGEVXQwtDgsxYIeb4opOD... 1/31/2012 Florida Building Code Online Page 1 of 4 op Regulation Ronda Depa*wtd SCIS Home I Log In I User Registration I Hot Topics Submit Surcharge I Slats a Facts Publications I FBC staff I SCIS Site Map I Unks I Search 6usines Professi I *USER: Product Approval Public user Regulation Product Approval Menu >yroduct Or ApDlitauon Search > Application Ust > Application Detail FL # FL11522-R1 Application Type Editorial Change Code Version 2007 Application Status Approved Comments Archived Product Manufacturer Overhead Door Corporation Address/Phone/Email 2501 S. State Hwy. 121, Suite 200 Lewisville, TX 75067 469)549-7031 mark_sawicki@overheaddoor.com Authorized Signature MARK SAWICKI mark_sawicki@overheaddoor.com Technical Representative Mark Sawicki Address/Phone/Email 2501 S. State Hwy 121, Suite 200 Lewisville, TX 75067 469)549-7031 mark_sawicki@overheaddoor.com Quality Assurance Representative Carol Currence Address/Phone/Email One Door Drive P.O. Box 67 Mt. Hope, OH 44660 330)763-8091 ccurrenc@wayne-dalton.com Category Exterior Doors Subcategory Sectional Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer O+ Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who John Scates developed the Evaluation Report Florida License PE -51737 Quality Assurance Entity Intertek Testing Services NA Inc. - ETL/Warnock Hersey Quality Assurance Contract Expiration Date 07/27/2012 Validated By Kurt Dietrich PE O Validation Checklist - Hardcopy Received Certificate of Independence FL11522 RI COI Scates Letter Indeoendences.odf Referenced Standard and Year (of Standard) Standard Year ANSI/DASMA 108 2005 Equivalence of Product Standards http://www.floridabuilding.org/prlpr_app_dti.aspx?param=wGEVXQwtDqudhLg8eDpZIB... 1/31/2012 Florida Building Code Online Certified By Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Method 1 Option D 10/26/2010 10/27/2010 11/04/2010 12/07/2010 Page 2 of 4 Summary of Products FL * Model, Number or Name IDescription 11522.1 Residential Sectional Garage OHD Series 188/189/281/381, GENIE Series GDS Doors 300/30R/200/550 Limits of Use Installation Instructions Approved for use in HVHZ: No FL11522 R1 11 409783f s.pdf Approved for use outside HVHZ: Yes FL11522 RI 11 410760s.odf Impact Resistant: No Verified By: John Scates 51737 Design Pressure: N/A Created by Independent Third Party: Yes Other: Drawing 410760, 10' Max Wide. Reference Evaluation Reports Construction Drawing for Design Pressures FL11522 RI AE Eval Rept Model 281s.0f Created by Independent Third Party: Yes 11522.2 Residential Sectional Garage OHD Series 188/189/281/381, GENIE Series GDS Doors 300/30R/200/550 Limits of Use Installation Instructions Approved for use in HVHZ: No FL11522 R1 11 409783f s.pdf Approved for use outside HVHZ: Yes FL11522 R1 If 410761s.pdf Impact Resistant: No Verified By: John Scale 51737 Design Pressure: N/A Created by Independent Third Party: Yes Other: Drawing 410761, 12' Max Wide. Reference Evaluation Reports Construction Drawing for Design Pressures FL11522 R1 AE Eval Rept Model 281s.pdf Created by Independent Third Party: Yes 11522.3 Residential Sectional Garage OHD Series 188/189/281/381, GENIE Series GDS Doors 300/30R/200/550 Limits of Use Installation Instructions Approved for use in HVHZ: No FL11522 RI II 409783f s.pdf Approved for use outside HVHZ: Yes FL11522 R1 1I 410762s.adf Impact Resistant: No Verified By: John Scates 51737 Design Pressure: N/A Created by Independent Third Party: Yes Other: Drawing 410762, 12' Max Wide. Reference Evaluation Reports Construction Drawing for Design Pressures FL11522 R1 AE Eval Rept Model 281s.adF Created by Independent Third Party: Yes 11522.4 Residential Sectional Garage OHD Series 188/189/281/381, GENIE Series GDS Doors 300/30R/200/550 Limits of Use Installation Instructions Approved for use in HVHZ: No FL11522 RI II 409783f s.pdf Approved for use outside HVHZ: Yes FL11522 R1 11 4107635.Ddf Impact Resistant: No Verified By: John Scates 51737 Design Pressure: N/A Created by Independent Third Party: Yes Other: Drawing 410763, 12' Max Wide. Reference Evaluation Reports Construction Drawing for Design Pressures FL11522 R1 AE Eval Rept Model 281s.odf Created by Independent Third Party: Yes 11522.5 Residential Sectional Garage OHD Series 188/189/281/381, GENIE Series GDS Doors 300/30R/200/550 Limits of Use Installation Instructions Approved for use in HVHZ: No FL11522 RI 11 409783f s.pdf Approved for use outside HVHZ: Yes FL11522 R1 11 410766s.odf Impact Resistant: No Verified By: John Scates 51737 Design Pressure: N/A Created by Independent Third Party: Yes Other: Drawing 410766, 18' Max Wide. Reference Evaluation Reports Construction Drawing for Design Pressures FL11522 R1 AE Eval Rept Model 281s.pdf Created by Independent Third Party: Yes 11522.6 Residential Sectional Garage OHD Series 188/189/281/381, GENIE Series GDS Doors 300/30R/200/550 11 http://www.floridabuilding.org/prlpr_app_dti.aspx?param=wGEV XQwtDqudhLg8eDpZIB... 1/31/2012 Florida Building Code Online Page 3 of 4 Limits of Use Installation Instructions Approved for use in HVHZ: No FL11522 R1 II 409783f s.pdf Approved for use outside HVHZ: Yes FL11522 R1 II 4107675.odf Impact Resistant: No Verified By: John Scates 51737 Design Pressure: N/A Created by Independent Third Party: Yes Other. Drawing 410767, 18' Max Wide. Reference Evaluation Reports Construction Drawing for Design Pressures FL11522 R1 AE Eval Rept Model 281s.pdf Created by Independent Third Party: Yes 11522.7 Residential Sectional Garage OHD series 188/189/281/381, GENIE Series GDS Doors 300/30R/200/550 Limits of Use Installation Instructions Approved for use in HVHZ: No FL11522 R1 II 409783f S.pdf Approved for use outside HVHZ: Yes FL11522 RI 1I 410769s.pdf Impact Resistant: No Verified By: John Scates 51737 Design Pressure: N/A Created by Independent Third Party: Yes Other: Drawing 410769, 18' Max Wide. Reference Evaluation Reports Construction Drawing for Design Pressures FL11522 R1 AE Eval Rept Model 281s.pdf Created by Independent Third Party: Yes 11522.8 Residential Sectional Garage OHD Series 188/189/281/381, GENIE Series GDS Doors 300/30R/200/550 Limits of Use Installation Instructions Approved for use in HVHZ: No FL11522 RI 11 409783f s.pdt Approved for use outside HVHZ: Yes FL11522 R1 II 410408-0001D Post Ins s.pdf Impact Resistant: No FL11522 R1 11 410764s.pdf Design Pressure: N/A Verified By: John Scates 51737 Other: Drawing 410764, 16' Max Wide. Reference Created by Independent Third Party: Yes Construction Drawing for Design Pressures Evaluation Reports FL11522 R1 AE Eval Rept Model 281s.pdf Created by Independent Third Party: Yes 11522.9 Residential Sectional Garage OHD Series 188/189/281/381, GENIE Series GDS Doors 300/30R/200/550 Limits of Use Installation Instructions Approved for use in HVHZ: No FL11522 R1 11 409783f s.pdf Approved for use outside HVHZ: Yes FL11522 R1 11 410771s.pdf Impact Resistant: No Verified By: John Scates 51737 Design Pressure: N/A Created by Independent Third Party: Yes Other: Drawing 410771, 18' Max Wide. Reference Evaluation Reports Construction Drawing for Design Pressures FL11522 R1 AE Eval Rept Model 281s.pdf Created by Independent Third Party: Yes 11522.10 Residential Sectional Garage OHD Series 188/189/281/381, GENIE Series GDS Doors 300/30R/200/550 Limits of Use Installation Instructions Approved for use in HVHZ: No FL11522 Rl II 409783f s.pdf Approved for use outside HVHZ: Yes FL11522 RI IT 410408-0001D Post Ins s.odf FL11522 R1 II 410772s.pdfImpactResistant: No Design Pressure: N/A Verified By: John Scates 51737 Other: Drawing 410772, 18' Max Wide. Reference Created by Independent Third Party: Yes Construction Drawing for Design Pressures Evaluation Reports FL11522 Rl AE Eval Rept Model 281s.pdf Created by Independent Third Party: Yes 11522.11 Residential Sectional Garage OHD Series 188/189/281/381, GENIE Series GDS Doors 300/30R/200/550 Limits of Use Installation Instructions Approved for use in HVHZ: No FL11522 R1 11 409783f s.pdf Approved for use outside HVHZ: Yes FL11522 R1 11 410408-000ID Post Ins s.ndf Impact Resistant: No FL11522 RI II 410773s.pdf Design Pressure: N/A Verified By: John Scates 51737 Other: Drawing 410773, 18' Max Wide. Reference Created by Independent Third Party: Yes Construction Drawing for Design Pressures Evaluation Reports FL11522 R1 AE Eval Rept Model 281s.pdf Created by Independent Third Party: Yes 11522.12 Residential Sectional Garage OHD Series 188/189/281/381, GENIE Series GDS Doors 300/30R/200/550 Limits of Use Installation Instructions Approved for use in HVHZ: No FL11522 Rl 11 409783f s.pdf Approved for use outside HVHZ: Yes FL11522 R1 II 410408-0001D Post Ins s.odf Impact Resistant: No FL11522 R1 11 4107745.pdf Design Pressure: N/A Verified By: John Scates 51737 Other: Drawing 410774, 18' Max Wide. Reference Created by Independent Third Party: Yes Construction Drawing for Design Pressures Evaluation Reports FL11522 R1 AE Eval Rept Model 281s.pdf Created by Independent Third Pa : Yes http://www. floridabuilding.orglprlpr_app_dti.aspx?param=wGEVXQwtDqudhLg8eDpZ]B... 1/31/2012 D Norm 1 DESIGNED AND TESTED IN ACCORDANCE WITH THE WIND EMD PROVISIONS OF THE FEORIGA BUILDING CAGE. INTERNATIONAL BUILDING CODE. AND INTERNATIONAL RESIDENTIAL CODE. NOT TESTED FOR IL -ACT RESISTANCE. oROFESSIONAL ENCINEER'S SEAL PROVIDED ONLY FOR VERIFICATION OF WINO EOM CONSTRUCTION OETALS. 2 FOUR SECTION. 7' TALL DOOR SHOWN. TALLER ODORS WILL NAVE AOD(TION L SECTIONS. 3. SECTIOV HEIGHTS OF 2081, 19.00. ANO 16.75 ARE AVAILABLE. AND MAY BE USED IN COMBINATION TO ACHIEVE VAIOV5 DOOR HEIGHTS MAXIMUM DOOR HEIGHT IS 16'. FOR ADOMOKAL SECTIONS. THE STRUTTING SMALL BE CONSTSTANT WAIN THE TOP INTERMEDIATE SECTION. 4. EMBOSSMENT PATTERN OF 14.50 X 20.375 SHOWN, 145 X 43375. 12.5 K 20.375. AND 12.5 X 43 375 MAY ALSO BE USED. DOOR WITHOUT EMBOSSMENTS ALSO AVAILABLE. 5. TORSION SPRINGS SHOWN. EXTENSION SPRINGS AND ARMORTITE COUNTERBALANCE ALSO AVAILABLE 6. USE THIS BRACKET. REY. P/N 405964-0002 ON 8' HIGH DOORS ONLY. 7. WINDOWS OR VENTS MAY ONLY BE PUT N 21• SECTIONS. WINDOW SIZE MAY BE STANDARD EMBOSSMENT SIZE WITH THICKNESS OF 1/2' INSULATED. 1/5". 1/4• 5 ATACH STINTS WITH TWO SCREWS AT THE ENO STILES AND CENrR STIES STRUT LOCATION AT THE FOLLOWING LOCATIONS TOP SECTION: OIRECTLY ABOVE TOP MaURES INTERMEDIATE SECTION. 24• ABOVE BOTTOM SECTION STRUT (r/-2 IN) TOP OF ALL OTHER INTERMEDIATES BOTTOM SECTION: CENTER OF SECTION (r/- 2IN) 9. USE 5/16 K 1-3/4• LAC; SCREW TO ATTACH ,IAMB BRACKET TO AAMB AMB ETNL TO E IN ACCORDANCE WITH ORAWING 409783. JAV8 BRACKETS MAY Nor BE INSTALLED DIRECTLY ON TOP OF ORYWALL 10. ROLLE AAS8S2Y p/NO0f 1 LL166 ( STEEL) WAY BE SUBSTITUTED MR ROLLER ASSY 11 OW HEAORODM MACK MAY BE SUBSTITUTED FOR STANDARD TRACK 12. LOO( OR DRAWBAR OPERATOR REQUIRED TO HOLD THE DOOR CLOSED DURING HIGH WIND EVENT. 13 EXTERIOR JAMB WEATHERSTRIP TO BE ATTACKED WITH EITHER 2- /8 SCREWS OR 2-1/2' e0 8RQHT COMVON NAILS AT 12' O.C. STARTING 2 FROM THE GROUND. 14 DOORS OVER 8' TALL WLL BE SUPPLIED WITH COMMERCIAL TTTACK AND HARDWARE COMMERCIAL TRACK JAMB FASTENING WILL BE 12' LIAR CENTERS APPROVED PRESSURE RATING CPARr DOOR W OM 9' 8' POS DESIGN PRESSURE 23NECOESCNPRESSURE -26 3 Al, -206 MA1c.JAMB NLOSLD118 Ile SPRIINGBRACKET ANCIKIR 7'-0' SHOWN ME TYPv2 PLCS I • SB 13 12 I I 4 u W 4 39 3 PLCSF. 11 2A A SIIAFT ( 9'-0' MAIL WIDTH 78 1 I a VApES) INTERIOR ELEVATION 73 SA 13 12 I SCALE 1/16'.1• Sc e06, ONLY) 0 MACK sii 3575 FL # 11522 t:5 1.50 REF Sao 3 PLCS 50 13 I 12 STANDARD TRACK DETAIL 4 2A I1 10 SCALE: 1/1e• . I• o DETAIL "B" SCALE. 1/4 CENf]R STIL-4 OHD ENF ECVNALEHCY CHAR= G... OND DOOR SERIES No GENIE DOOR SERIES No SERIES 188 SERIES GOS300 SERIES 189 SERIES COS30R SERIES 281 SERIES GDS200 HS0HYLON 5TOP SERIES 381 SERIES GDS550 SPRIINGBRACKET ANCIKIR 7'-0' SHOWN ME TYPv2 PLCS I • SB 13 12 I I 4 u W 4 39 3 PLCSF. 11 2A A SIIAFT ( 9'-0' MAIL WIDTH 78 1 I a VApES) INTERIOR ELEVATION 73 SA 13 12 I SCALE 1/16'.1• Sc e06, ONLY) 0 MACK sii 3575 FL # 11522 t:5 1.50 REF Sao 3 PLCS 50 13 I 12 STANDARD TRACK DETAIL 4 2A I1 10 SCALE: 1/1e• . I• o DETAIL "B" SCALE. 1/4 CENf]R STIL-4 ENO STILL SMU15/SECT. ROLLER/ SEC TRACK N 1 I 9tIOf I Yf5 HS0HYLON 5TOP 2- X 7/16• 2' % o4e• MK VIEW A -A TRACK ASSY REMOVED FOR CLARIFY) NOM Des - (23431 p }2 06 H IENOM BOOR WIDTH 1- - 'j O M 2 406 17- 066 TIIK Q .1x 099 THK 1 3 L 10 1O Q Idol ` gO l2.667 1 1-— ° X1409808-0001. TOP FlXTURE i 40 71-XXXX O . FIXT 3 - H TRU T /:1409334-0001 SLID LOCK ASSY ATTACH T -o ODOR WITH 4 SCREWS ATTACH Tp BOOR WITH 3 SCREWS ROU_EO NS STRUT C3WN ATTACH TO DOOR WITFI 4 SCREWS P/N 605911-0001 P/N 605911-0001 Mil PART NUMBER ITa. oa N STRUT P/N 605911-0001 A 4006'.-0001 .Ob i 25 NS -1 A'e PART NUMBER NAND NEM 8 400650-0002 .OSi 225 HS -2 405771-0001 W SIWN C 400650-0003 055 350 HS -3 B ws771 -0002 RH BPI. O wo650-0004 020 1.25 115-0 x.xe1 azo -L• LASB r- Jle, O o I o00 0 5 O o I= 23 ,5 O I II 01 o o o6e MK --R-- 069 ---- 057 . 099 1 5 40 605-000X N IN (1405964-000X BRACKET. JAMB JOINT X1407603-0001 CENTER HINCE /01405964 & 06450. BRACKET. JAMB ATTACH TO DOOR WffH 4 SCREWS ATTACH TO TRACK WITH 1/4- TRACK ATTACH TO DOOR WITH SC NS ATTACH TO TRACK WITH 1/1- TRACK P/N 605911-0001 SOLT AND NUT P/N 605911-0001 BOLT AND NUT IVAI PNN NO w I 11' I SUB PART. NUMBER 1 *V li 3 125 40596.-0002 u7 SU9 PMT. NUMBER L' 437405 -Ont u . 1 w596s-0000 2.73 6 4o7na-ooa 1.10 a 405964-0003 $12 a 405964-0001 315 C 107tly.n04 1y G 405964-0004 375 HORIZONTAL TRACK 0 4oN05-0001 1 n h CAUNTERBAINICE C 046450-0003 s 00 OPTIONAL SPUCE W HORIZONTAL. TRACK AT TOP OF RADIUSNR t- SHAFT rt 44--i ( VARIES)FL 115221383 OPENING N°CNT Fe, g}g 1.81 OU (VARIES) REF 1000 O O O 44 OIA REF. (7. 70H1h54.23 1 109 eDs2.s 9 061166-0002, ROLLER ASSY. TR3 ® 8* ONLY) 061166-0001. ROLLER ASSY. TR3 ® 13 405742-0001. BRACKET. ROLLER SHA105.75' ATTACH TO ODOR WITH 2 SCREWS IT 608682-0001, ROLLER ASSY. TR3 P/N 605911-0001 12 608682-0002, ROLLER ASSY. TR3 cross THK 10(3ci(0g AN C VAM 3121 FAK/IL SMT NUMBER I 1' 1717 1061166-00021 5.13 1 ALTERNATE TRACKDETAIL 5 rmaAo MIINOl0A0, Leo/2(60, 061166-0001 756 (NTS) eB ' y,,.'"a. H A dNfOR 10 1 iJ.x 9' 06 YA% 4030¢ 603687 -BOOL 4 70 earr m " _ 60e6ei-0002 7.36 se.,amew.sam 7I• ro N/ r wa ',.... i " 0-410760 Florida Building Code Online Page I of 5 rEMMMrr Hodda Dprmlentd SCIS Home I Lop In I User Registration Hot Topics Submit Surcharge I Stats a Facts Publications Fac stall SCIS Site Map Links I Search Busines Professi -al *USER:EPublict pprOVal Regulation product Approval Menu > Product or Application Search > Application List > Application Detail h FL # FL11827-R7 Application Type Revision Code Version 2007 Application Status Approved Approved by DCA. Approvals by DCA shall be reviewed and ratified by the POC and/or the Commission If necessary. Comments Archived Product Manufacturer MI Windows and Doors Address/Phone/Email 650 West Market Street Gratz, PA 17030 717)365-3300 Ext 2560 bsitlinger@miwd.com Authorized Signature Brent Sitlinger bsitlinger@miwd.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category windows Subcategory Single Hung Compliance Method Certification Mark or Listing Certification Agency American Architectural Manufacturers Association Validated By Steven M. Urich, PE Validation Checklist - Hardcopy Received Referenced Standard and Year (of Standard) Standard Year AAMA/WDMA/CSA 101/I.S.2/A440 2005 ASTM E1300 2004 Equivalence of Product Standards Certified By Product Approval Method Date Submitted Method 1 Option A 12/09/2011 http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqub%2fM2eroZ... 1/31/2012 Florida Building Code Online Date Validated 12/12/2011 Date Pending FBC Approval Date Approved 12/19/2011 Page 2 of 5 Summary of Products FL JFModel, Number or Name Description 11827.1 740/3740 Equal Lite Single Hung 52x62 Flange Frame Insulated Glass Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FLi 1827 R7 C CAC APC 99034.01 740 SH FLANGE 52x62.DdfApprovedforuseoutsideHVHZ: Yes Impact Resistant: No Quality Assurance Contract Expiration Date Design Pressure: +35/-35 04/16/2014 Other: H -R35 Installation Instructions FL11827 R7 11 Install Instruct - 740 SH FLANGE (as tested 99034.01 52x62).Ddf Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 11827.2 740/3740 Equal Lite Single Hung 52x62 Fin Frame Insulated Glass Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL11827 R7 C CAC APC 99032.01 740 SH FIN Approved for use outside HVHZ: Yes 52X62-adf Impact Resistant: No Quality Assurance Contract Expiration Date Design Pressure: +35/-35 03/05/2014 Other: H -R35 Installation Instructions FL11827 R7 II Install Instruct - 740 SH FIN (as tested 99032.01 52x62).Ddf Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports 11 Created by Independent Third Party: 11827.3 740/3740 Fin Frame Single Hung 52x72 Single Glazed E ual Lite Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL11827 R7 C CAC APC 94600.01-109-47-RO 740 SH FIN SG 52X72 R45.DdfApprovedforuseoutsideHVHZ: Yes Impact Resistant: No Quality Assurance Contract Expiration Date Design Pressure: +45/-45 09/18/2013 Other: H -R45 Installation Instructions FL11827 R7 II 740SH FIN As Tested 94600.01.odf Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports 11 Created by Independent Third Party: 11827.4 740/3740 Flange Frame Single 52x72 Single Glazed Hung Equal Lite Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL11827 R7 C CAC APC 94599.01-109-47-110 740 SH SG FLG 52X72 R45.DdfApprovedforuseoutsideHVHZ: Yes Impact Resistant: No Quality Assurance Contract Expiration Date Design Pressure: +45/-45 09/18/2013 Other: H -R45 Installation Instructions FL11827 R7 II 740SH FLANGE As Tested 94599.0I.Ddf Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 11827.5 740/3740 Flange Frame Single 48x96 Single Glazed 3/16" Annealed jHun2 Oriel Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL11827 R7 C CAC APC 91454.01-109-47-110 740 - 370 SH ORIEL FLG 48X96 R40.odfApprovedforuseoutsideHVHZ: Yes Impact Resistant: No Quality Assurance Contract Expiration Date Design Pressure: +40/-40 05/07/2013 Other: H -R40 Installation Instructions FL11827 R7 11 740 Single Hung PE.ldf Verified By: Luis R. Lomas, PE PE -62514 http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqubD/o2fM2eroZ... 1/31/2012 Florida Building Code Online Page 3 of 5 h"p://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDqub%2fM2eroZ... 1/31/2012 Created by Independent Third Party: Yes Evaluation Reports FL11827 R7 AE 740 Single Hung PE 3.Ddf Created by Independent Third Party: Yes 11827.6 740/3740 single Hung 36x76 Fin Frame Insulated Glass Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL11827 R7 C CAC APC 99032.01 740 SH FIN Approved for use outside HVHZ: Yes 36X76.odf Impact Resistant: No Quality Assurance Contract Expiration Date Design Pressure: +45/-45 03/05/2014 Other: H -R45 Installation Instructions FL11827 R7 II install Instruct - 740 SH FIN (as tested 99032.01 36x76).Ddf Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Pa 11827.7 1174013740 Single Hung 36x76 Flange Frame Insulated Glass Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL11827 R7 C CAC APC 99034.01 740 SH FLANGE 36x76.DdfApprovedforuseoutsideHVHZ: Yes Impact Resistant: No Quality Assurance Contract Expiration Date Design Pressure: +45/-50 04/16/2014 Other: H -R45 with -50 psf negative DP Installation Instructions FL11827 R7 11 08-00804A.Ddf Verified By: Roberto Lomas, PE PE 62514 Created by Independent Third Party: Yes Evaluation Reports FL11827 R7 AE 511348A.Ddf Created by Independent Third Party: Yes 11827.8 740/3740 Single Hung 36x72 Fin Frame Insulated Glass Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL11827 R7 C CAC APC A0752.01-109-47-RO 740 SH FIN 36X72 R45-DP50.DdfApprovedforuseoutsideHVHZ: Yes Impact Resistant: No Quality Assurance Contract Expiration Date Design Pressure: +45/-50 05/13/2014 Other: H -R45 with 50 psf negative DP Installation Instructions FL11827 R7 II Install Instruct - 740SH 36x72 (as tested-AO752.01). Ddf Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports 11 Created by Independent Third Party: 11827.9 740/3740 Single Hung 1136x76 Finless Frame Insulated Glass Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL11827 R7 C CAC APC A1787.01-109-47-RO 740 SH FLS 36X76 R45 -DP 50Dsf.DdfApprovedforuseoutsideHVHZ: Yes Impact Resistant: No Quality Assurance Contract Expiration Date Design Pressure: +45/-50 06/11/2014 Other: H -R45 Installation Instructions FLi 1827 R7 11 740SH Flange Fastener Schedule 09- 01-10 08-00804B.Ddf Verifled By: Luis R. Lomas, PE PE -62514 Created by Independent Third Party: Yes Evaluation Reports FL11827 R7 AE 740SH Flange Fastener Schedule 09- 01-10 511348B.Ddf Created by Independent Third Party: Yes 11827.10 740/3740 Single Hung 52x72 Finless Frame Insulated Glass Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL11827 R7 C CAC APC A1787.01-109-47-RO 740 SH FLS 52 1-8X72 R40.DdfApprovedforuseoutsideHVHZ: Yes Impact Resistant: No Quality Assurance Contract Expiration Date Design Pressure: +40/-40 06/11/2014 Other: H -R40 Installation Instructions FL11827 R7 If 740SH Flange Fastener Schedule 09- 01-10 08-00804B.Ddf Verified By: Luis R. Lomas, PE PE -62514 Created by Independent Third Party: Yes Evaluation Reports FL11827 R7 AE 740SH Flange Fastener Schedule 09- 01-10 51134813.0f h"p://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDqub%2fM2eroZ... 1/31/2012 Florida Building Code Online Page 4 of 5 Back Neat http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqubg/o2fM2eroZ... 1/31/2012 Created by Independent Third Party: Yes 11827.11 740/3740 Single Hun 48x90 Flange Frame Insulated Glass Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL11827 R7 C CAC APC A7199.01-109-47-RO 740 SH FLG 4BX90 R35.odfApprovedforuseoutsideHVHZ: Yes Impact Resistant: No Quality Assurance Contract Expiration Date Design Pressure: +35/-35 01/25/2015 Other: H -R35 Installation Instructions FL11827 R7 II 08-01365.Ddf Verified By: Luis R. Lomas, PE PE -62514 Created by Independent Third Party: Yes Evaluation Reports FL11827 R7 AE 511982.Ddf Created by Independent Third Party: Yes 11827.12 740/3740 Single Hung 4800 Fin Frame Insulated Glass Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL11827 R7 C CAC APC A7202.01-109-47-RO 740 SH FIN 48X90 R35.odfApprovedforuseoutsideHVHZ: Yes Impact Resistant: No Quality Assurance Contract Expiration Date Design Pressure: +35/-35 01/25/2015 Other: H -R35 Installation Instructions FL11827 R7 II Install Instructs - 740 FIN Single Hung AS TESTED 12-05-11 A7202.Ddf Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 11827.13 740/3740 Single Hung 48x72 Fin Frame Insulated Glass Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL11827 R7 -C—CAC APC 80315.01-109-47-RO 740 SH FIN 4BX72 R45 -DP -47 osf.odfApprovedforuseoutsideHVHZ: Yes Impact Resistant: No Quality Assurance Contract Expiration Date Design Pressure: +45/-47 05/26/2015 Other: H -R45 Installation Instructions FL11827 R7 11 Install Instructs - 740 FIN Single Hung AS TESTED 12-05-11 B3015 48x72.Ddf Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 11827.14 740/3740 Single Hung 52x72 Fin Frame Insulated Glass Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL11827 R7 C CAC APC B0315.01-109-47-110 740 SH FIN 52X72 R40.odfApprovedforuseoutsideHVHZ: Yes Impact Resistant: No Quality Assurance Contract Expiration Date Design Pressure: +40/-40 05/26/2015 Other: H -R40 Installation Instructions FL11827 R7 11 Install Instructs - 740 FIN Single Hung AS TESTED 12-05-11 B3015 52x72.Ddf Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports 11 Created by Independent Third Party: 11827.15 740/3740 Single Hung 48x72 Flange Frame Insulated Glass Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL11827 R7 C CAC APC 80316.01-109-47-RO 740 SH FLG 48X72 R45 -DP -47 psf.pdfApprovedforuseoutsideHVHZ: Yes Impact Resistant: No Quality Assurance Contract Expiration Date Design Pressure: +45/-47 05/26/2015 Other: H-1145 Installation Instructions FL11827 R7 II 08-01366.0f Verified By: Luis R. Lomas, PE PE -62514 Created by Independent Third Party: Yes Evaluation Reports FL11827 R7 AE 511983.1)df 11 Created by Independent Third Party: Yes Back Neat http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqubg/o2fM2eroZ... 1/31/2012 Florida Building Code Online Page 5 of 5 Contact Us :: 19e0 NORh Monroe Street. Tallahassee FL 32399 The State of Florida Is an AA/EEO employer. Coovnoht 2007-2010 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, e-mail addresses are public records. If you do not want your e-mail address released In response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions regarding DSPR's ADA web accessibility, please contact our Web Master at webmasterodbor.state.fi.us. Product Approval Accepts: 1101111-T- sCCUllt MiTNIC. RND http://www.floridabuilding.org/prlpr_app_dtl.aspx?param=wGEVXQwtDqub%2fM2eroZ... 1/31/2012 A•L•1 Validator / Operations Administrator) MI Windows & Doors, Inc. P.O. Box 370 Gratz, PA 17030 Attn: Rick Sawdey AAMA CERTIFICATION PROGRAM AUTHORIZATION FOR PRODUCT CERTIFICATION The product described below is hereby approved for listing in the next issue of the AAMA Certified Products Directory. The approval is based on successful completion of tests, and the reporting to the Administrator of the results of tests, accompanied by related drawings, by an AAMA Accredited Laboratory. 1. The listing below mll be added to the next published AAMA Certified Products Directory. SPECIFICATION RECORD OF PRODUCT TESTEDAAMAIWDMA/CSA 101/I.S.2/A440-05 H-R35'4324x1575(52x62) COMPANY AND PLANT LOCATION CODE SERIES MODEL & PRODUCT MAXIMUM SIZE TESTED NO. DESCRIPTION MI Windows & Doors, Inc. 740/3740 (FLANGE) FRAME SASH 70412"' Ave. MTL-9 AL)(O/X)(CG)(INS GL) 1324 mm x 1575 mm 1292 mm x 791 mm Smyrna, TN 37167 TILT)(ASTM) 4'4" x 5'2") 47" x 27") 2. This Certification will expire April 16, 2014 and requires validation until then by continued listing in the current AAMA Certified Products Directory. 3. Product Tested and Reported by: Architectural Testing, Inc. Report No.: 99034.01-109-47 Date of Report: April 29, 2010 Date: April 30, 2010 Cc: AAMA JGS ACP -04 (Rev. 8/06) Validated for Certification h, 4-4- A4ocidLaboratories, Inc. Authorized for Certification AmericaArchitectural Manufacturers Association ELEVATION 6' typ. 52' Mid—span 5' typ. N o oar INSTALLATION INSTRUCTIONS FASTENER SCHEDULE —FLANGE— aaw n: aue rant 5/3/10 Q Vdlndows 8 Doors 1' MINIMUM PENETRATION f}'*kCLEARANCE ALL FOUR SIDES) p8x11/4'y Screw _ Caulk around by others) perimeter. Caulk between (by others) flange and buck. HEAD DETAIL by others) Caulk around perimeter. 2X BUCK AS REQUIRED Caulk between flange and buck. by others) Anchor See Section Details> cl.l by others) Caulk betweei flange and bud Caulk around perimeter. by others) JAMB DETAIL 1' MINIMUM PENETRATION y8 X 1 1/4' SCREW MUST ACHIEVE 1' PENETRATION INTO STUD. TYPICAL) SILL DETAIL SHIM AS REOUIRED Notes: 1. Installation depicted based off of structural test report 99034.01, specimen J2. 2. Wood screws shall sotify the Notional Design Specification for Wood Construction for material type and dimensional requirements. 3. Wood buck installations are assumed 2x S—P—F (G=0.42) or denser. Buck width shall be greater than the window frame width. Tapered or partial width bucks are not allowed. Wood buck shall be secured to the structure to resist all design loads. 4. Wood screw lengths shall be sufficient to guarantee 1' penetration into wood buck. 5. Maximum shim thickness of 1/4' permitted at each fastener location. Shims shall be load bearing, non— compressible type. 6. These drawings depict the details necessary to meet structural load requirements. They do not address the air infiltration, water penetration, intrusion or thermal performance requirements of the installation. 7. Installation shown is that of the lest window for the size shown and the design pressure claimed. For window sizes smaller than shown, locate jamb fasteners 5' from head and sill and of midspon of jambs. Locate head fasteners 6' from jombs and one at midspon. Design pressures of smaller window sizes are limited to that of the test window. CZE AND DESIGN PRESSURE CHART FASTENER TYPE AND SPACING SHOWN WILL ALLOW DESIGN PRESSURES UP TO +35.09/-35.09 UNITS UP TO 52' x 62' SEE TEST REPORTS FOR INDIVIDUAL UNIT SIZE AND APPLICABLE DESIGN PRESSURE LIMITATIONS) oar INSTALLATION INSTRUCTIONS FASTENER SCHEDULE —FLANGE— aaw n: aue rant 5/3/10 Q Vdlndows 8 Doors 740/3740 Single Hung M NONE 1 — Gratz, PA wn q IwK 740 Flg — Florida Building Code Online Page 1 of 2 rtUilda Daftlllefltd SCIS Home I Log In I User Registration I Hot Topics submit Surcharge I Stats a Facts Publications I FBC Staff I SCIS site Map I Unks I Search 6usines Professi I *USER: product Approval Public User Regulation Product Approval Menu > Product or Application Search > Application ust > Application Detail FL # FL9792-R3 Application Type Revision Code Version 2007 Application Status Approved Comments Archived Product Manufacturer Atlas Roofing Corporation Address/Phone/Email 2000 RiverEdge Parkway Suite 800 Atlanta, GA 30328 770)933-4477 etodd@atiasroofing.com Authorized Signature Ed Todd etodd@atiasroofing.com Technical Representative Ed Todd Address/Phone/Email 2000 Riveredge Pkwy Suite 800 Atlanta, GA 30328 770)933-4477 etodd@atiasroonng.com Quality Assurance Representative Address/ Phone/EmalI Category Roofing Subcategory Asphalt Shingles Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 91 Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who Robert Nieminen developed the Evaluation Report Florida License PE -59166 Quality Assurance Entity Underwriters Laboratories Inc. Quality Assurance Contract Expiration Date 05/04/2012 Validated By John W. Knezevich, PE Validation Checklist - Hardcopy Received Certificate of Independence FL9792 R3 COI Trinity ERD CI - Nleminen.odf Referenced Standard and Year (of Standard) Standard Year ASTM D3161, Class F 2003 ASTM D3462 2004 ASTM D6381, Class H 2003 ASTM D7158, Class H 2005 TAS 100 1995 http://www. floridabuilding.org/pr/pr_app_dti.aspx?param=wGEVXQwtDgs2cHSPu WTxi... 1/31/2012 Florida Building Code Online Page 2 of 2 TAS 107 1995 UL2390, Class H 2004 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 06/23/2011 Date Validated 06/24/2011 Date Pending FBC Approval 06/30/2011 Date Approved 08/09/2011 Summary of Products FL if Model, Number or Name Description 9792.1 Atlas Asphalt Roof Shingles Fiber lass reinforced asphalt roof shingles Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL9792 R3 11 er062311FINAL ATLAS FL9792- Approved for use outside HVHZ: Yes R3 Asphalt ShlnDles.Ddf Impact Resistant: N/A Verified By: Robert Nieminen PE -59166 Design Pressure: N/A Created by Independent Third Party: Yes Other: Refer to ER Section 5 for Limits of Use and ER Evaluation Reports Section 6 for Installation Requirements. FL9792 R3 AE er062311FINAL ATLAS FL9792- R3 Asphalt Shlnoles.Ddf Created by Independent Third Party: Yes Bach Nett Contact Us :: 1940 North Monroe Street, Tallahassee FL 32399 The State of Florida Is an AA/EEO employer. Coovrioht 2007.2010 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Flonda law, e-mail addresses are public records. if you do not want your e-mail address released In response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mad. If you have any questions regarding DBPR's ADA web accessibility, please contact our web Master at wwebmaster®dbbr.state.0.us Product Approval Accepts: accurit rt Qf mica vrolvnirvrrd rurr t http://www.floridabuilding.org/prlpr_app_dtl.aspx?param=wGEV XQwtDgs2cHSPu WTxi... 1/31/2012 EXTERIOR RESEARCH & DESIGN, LLC. Certificate of Authorization #9503 TRINITY) 353 CHRISTIAN STREET, UNITQOERDOXFORD, CT 06478478 PHONE: (203) 262-9245 FAX: (203) 262-9243 EVALUATION REPORT Atlas Roofing Corporation Evaluation Report A12620.12.08-R2 2000 River Edge Parkway FL9792-113 Atlanta, GA 30328 Date of Issuance: 12/18/2008 Revision 2: 06/23/2011 SCOPE: This Evaluation Report is issued under Rule 9B-72 and the applicable rules and regulations governing the use of construction materials in the State of Florida. The documentation submitted has been reviewed by Robert Nieminen, P.E. for use of the product under the Florida Building Code and Florida Building Code, Residential Volume. The products described herein have been designed to comply with the 2007 FBC and 2007 FBC Residential Volume. DESCRIPTION: Atlas Asphalt Roof Shingles LABELING: Each unit shall bear labeling in accordance with the requirements the Accredited Quality Assurance Agency noted herein. For HVHZ, shingles shall be labeled in accordance with Miami - Dade requirements. CONTINUED COMPLIANCE: This Evaluation Report is valid until such time as the named product(s) changes, the referenced Quality Assurance documentation changes, or provisions of the Code that relate to the product change. Acceptance of this Evaluation Report by the named client constitutes agreement to notify Robert Nieminen, P.E. if the product changes or the referenced Quality Assurance documentation changes. TrinityJERD requires a complete review of this Evaluation Report relative to updated Code requirements with each Code Cycle. ADVERTISEMENT: The Evaluation Report number preceded by the words "TrinitylERD Evaluated" may be displayed in advertising literature. If any portion of the Evaluation Report is displayed, then it shall be done in its entirety. INSPECTION: Upon request, a copy of this entire Evaluation Report shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This Evaluation Report consists of pages 1 through 5. Prepared by: Robert J.M. Nieminen, P.E. Florida Registration No. 59166, Florida DCA ANE1983 The facsimile seal appearing was authorized by Robert Nieminen, P.E. on 06/23/2011 This does not serve as an electronically signed document. Signed, sealed hardcoples have been transmitted to the Product Approval Administrator and to the named client CERTIFICATION OF INDEPENDENCE: 1. TrinitylERD does not have, nor does it intend to acquire or will it acquire, a financial interest in any company manufacturing or distributing products it evaluates. 2. TrinitylERD is not owned, operated or controlled by any company manufacturing or distributing products it evaluates. 3. Robert Nieminen, P.E. does not have nor will acquire, a financial interest in any company manufacturing or distributing products for which the evaluation reports are being issued. 4. Robert Nieminen, P.E. does not have, nor will acquire, a financial interest in any other entity involved In the approval process of the product. VTRINITYIERD ROOFING SYSTEMS EVALUATION: 1. SCOPE: Product Category: Roofing Sub -Category: Asphalt Shingles Compliance Statement: Atlas Asphalt Roof Shingles, as produced Atlas Roofing Corporation, have demonstrated compliance with the following sections of the Florida Building Code and Florida Building Code, Residential Volume through testing in accordance with the following Standards. Compliance is subject to the Installation Requirements and Limitations / Conditions of Use set forth herein. 2. STANDARDS: Section Property Standard Year 1507.2.5, 1523.6.5.1 Physical Properties ASTM D3462 2004 1507.2.5, 1507.2.10 Wind Resistance ASTM D3161, Class F 2003 1504.1.2, 1609.5.2 Mechanical Uplift Resistance ASTM D6381, Class H 2003 1507.2.10 Wind Resistance ASTM D7158, Class H 2005 1504.1.2, 1609.5.2 Wind Resistance UL2390, Class H 2004 1523.6.5.1 Wind Resistance TAS 107 1995 1523.6.5.1 Wind Driven Rain TAS 100 1995 R905.2.4 Physical Properties ASTM D3462 2004 R905.2.4.1, R905.2.6.1 Wind Resistance ASTM D3161, Class F 2003 R905.2.6.1 Wind Resistance ASTM D7158, Class H 2005 3. REFERENCES: Entity Examination Reference Date ATI (TST 1558) Wind Driven Rain TAS 100 01/30/1998 PRI (TST 5878) Physical Properties ASTM D3462 01/12/2005 PRI (TST 5878) Physical Properties ASTM D3462 10/12/2007 PRI (TST 5878) Wind Driven Rain TAS 100 07/09/2003 PRI (TST 5878) Wind Driven Rain TAS 100 02/03/2005 PRI (TST 5878) Wind Driven Rain TAS 100 02/28/2008 PRI (TST 5878) Wind Resistance TAS 107 04/29/2010 PRI (TST 5878) Wind Driven Rain TAS 100 05/03/2010 PRI (TST 5878) Physical Properties ASTM D3462 05/12/2010 PRI (TST 5878) Wind Resistance ASTM D7158 06/21/2010 UL (TST 1740) Physical Properties ASTM D3462/ R4052 09/17/2002 UL (TST 1740) Physical Properties ASTM D3462/ R4052 03/02/2006 UL (TST 1740) Physical Properties ASTM D3462/ R4052 11/14/2007 UL (TST 1740) Wind Resistance TAS 107 06/09/1999 UL (TST 1740) Wind Resistance TAS 107 / 02NK6989 03/04/2002 UL (TST 1740) Wind Resistance TAS 107 05/06/2005 UL (TST 1740) Wind Resistance TAS 107 09/15/2005 UL (TST 1740) Wind Resistance TAS 107 / 07CA26303 08/31/2007 UL (TST 1740) Wind Classification 07NK22063 04/29/2008 Miami -Dade (CER 1592) HVHZ Compliance 05-0201.09 03/17/2005 Miami -Dade (CER 1592) HVHZ Compliance 05-0120.02 08/04/2005 Miami -Dade (CER 1592) HVHZ Compliance 05-0120.03 08/04/2005 Miami -Dade (CER 1592) HVHZ Compliance 07-0329.01 08/16/2007 Miami -Dade (CER 1592) HVHZ Compliance 07-0927.06 04/10/2008 UL (QUA 1743) Quality Control R4052 Current Exterior Research and Design, LLC. Certificate of Authorization #9503 Evaluation Report A12620.12.08 -R2 FL9792-R3 Revision 2: 06/23/2011 Page 2 of 5 t VTRINITYIERD 4. PRODUCT DESCRIPTION: 4.1 GlassMaster and StormMaster Slate are fiberglass reinforced, 3 -tab asphalt roof shingles. 4.2 Pinnacle, Pinnacle HP, StormMaster LM and StormMaster Shake are fiberglass reinforced, laminated asphalt roof shingles. S. LIMITATIONS: 5.1 Fire Classification is not part of this Evaluation Report; refer to current Approved Roofing Materials Directory for fire ratings of this product. 5.2 Wind Classification (non-HVHZ): 5.2.1 All Atlas shingles noted herein are Classified in accordance with FBC Table 1504.1.2 to ASTM D6381, Class H and FBC Tables 1507.2.10 and R905.2.6.1 to ASTM D3161, Class F and ASTM D7158, Class H, indicating the shingles are acceptable for use in all wind zones up to 150 mph. Refer to Section 6 for installation requirements to meet this wind rating. 5.2.2 Classification by this method applies to buildings less than 60 feet high and with Wind Exposure B and C only in an Occupancy Category of I or II. 5.2.3 For buildings falling outside the constraints in 5.2.1 or 5.2.2, calculations by a qualified design professional in accordance with UL2390 / ASTM D7158 / ASCE 7 may be conducted for the specific project with data for the specific shingle. Reference: FBC 1609.5.2. Contact the shingle manufacturer for data specific to each shingle. 5.3 Wind Resistance (HVHZ): 5.3.1 Shall not be installed on roof mean heights in excess of 33 feet. 5.5 All products in the roof assembly shall have quality assurance audit in accordance with the Florida Building Code and F.A.C. Rule 9B-72. 6. INSTALLATION: 6.1 Non-HVHZ: 6.1.1 Underlayment: 6.1.1.1 Underlayment shall be acceptable to Atlas Roofing Corporation and shall hold current FBC Approval, or be Locally Approved per Rule 9B-72, per FBC Sections 1507.2.3 and/or 1507.2.4. 6.1.2 Asphalt Shingles: 6.1.2.1 Installation of asphalt shingles shall comply with the manufacturer's current published instructions, but not less than four (4) fasteners per shingle in accordance with the requirements of FBC Section 1507.2 or FBC Residential Volume Section R905.2. 6.1.2.2 Fasteners and fastener placement shall be in accordance with manufacturer's current published installation instructions. 6.1.2.3 Where the roof slope exceeds 20 units vertical in 12 units horizontal (166 -percent slope), special methods of fastening are required. Exterior Research and Design, LLC. Certificate of Authorization #9503 Evaluation Report A12620.12.08-112 FL9792-R3 Revision 2: 06/23/2011 Page 3 of S QOTRINITYIERD 6.2 HVHZ: 6.2.1 Shingles and flashings shall be installed in accordance with RAS 115. 6.2.2 The manufacturer shall provide clearly written application instructions to be used in conjunction with RAS 115. Should a particular section of the installation instructions conflict with RAS 115, the requirements of RAS 115 prevail. 6.2.3 Nail placement requirements are as detailed below. 36" T- Flails 6.2.3.1 GlassMaste: 120" Stan 6.2.3.2 StormMaster Slate: Pinnacle, StormMaster 6.2.3.3 LM and StormMaster Shake: Exterior Research and Design, LLC. Certificate of Authorization #9503 Evaluation Report A12620.12.08-112 FL9792-R3 Revision 2: 06/23/2011 Page 4 of 5 T VTRINITYIERD Nail through the .:/1.r.: i..w..i •w_._w• x:Sr`•e:.re•,.vw .rr.:.A.:o,r,..e double arealayer F ' F" -- • :--' ; — r ' Y ; r^Gl w(: :)• +;'.f`>,,,f,tl• •.i.•::'. is{,•.: ry',. • r • r ''r iu ir 6.2.3.4 Pinnacle HP s• i.v "• '' j:,t: s °' ;::`.:; :; "" '`I Expoaure d•.'1,y' .': ri-,,. r {•::ri?; . ir.'': A' '- • ( in :• , jf y'r .,+::: , Y, t `, rr pl•: ' : .• '`r;.• 11r,. 'F Ezpo91d6n t{sr '•i •,;:: !•''•i.{:., :.:•:Sl"a7L 1i •.r: •. •. 7. :f:•.v ••7 r' :5'.•,{:v` r•':• ' I I 75V 7. LABELING: Each unit shall bear a permanent label with the manufacturer's name, logo, city, state and logo of the Accredited Quality Assurance Agency noted herein. For HVHZ, shingles shall be labeled in accordance with Miami -Dade requirements. S. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of this product. 9. MANUFACTURING PLANTS: Contact the noted QA agency for information on product locations covered by QA procedures 10. QUALITY ASSURANCE ENTITY: Underwriters Laboratories - QUA1743 Exterior Research and Design, LLC. Certificate of Authorization #9503 END OF EVALUATION REPORT - Evaluation Report A12620.12.08 -R2 FL9792-R3 Revision 2: 06/23/2011 Page 5 of 5 Florida Building Code Online Page 1 of 2 ft'da D"rfitd SCIS Home I Log In I user Registration I Not Topics Submit Surcharge I Stats S Facts Publications I FSC Staff I BCIS Site Map I Unks I Search Busines Professi A-1 0Product Approval USER: public User Regulation product or Aoohcabon Search > Application Us t > Application Detail FL # FL11915-R1 Application Type Revision Code version 2007 Application Status Approved Comments Archived Product Manufacturer Atlas Roofing Corporation Address/Phone/Email 2000 RiverEdge Parkway Suite 800 Atlanta, GA 30328 770)933-4477 etodd@atlasroofing.com Authorized Signature Ed Todd etodd@atiasroofing.com Technical Representative Ed Todd Address/Phone/Email 2000 Riveredge Pkwy Suite 800 Atlanta, GA 30328 770)933-4477 etodd@atlasroofing.com Quality Assurance Representative Address/Phone/Email Category Roofing Subcategory Underlayments Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 071 Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who Robert Nieminen developed the Evaluation Report Florida License PE -59166 Quality Assurance Entity Underwriters Laboratories Inc. Quality Assurance Contract Expiration Date 03/01/2012 Validated By John W. Knezevich, PE O Validation Checklist - Hardcopy Received Certificate of Independence FL11915 R1 COI Trinity ERD Certificaiton of Indeoendence.odf Referenced Standard and Year (of Standard) Standard Year ASTM D1970 2001 ASTM D226 1997 ASTM D2626 2004 ASTM D4798 2001 ASTM D4869 2004 http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEV XQwtDgsxYIeb4opOD... 1/31/2012 I Florida Building Code Online Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved ASTM D6380 2001 ASTM D6757 2002 ASTM G155 2004 TAS 103 1995 TAS 110 2000 Method 1 Option D 04/24/2009 04/27/2009 05/01/2009 06/09/2009 Page 2 of 2 Summary of Products FL it Model, Number or Name Description 11915.1 Atlas Roof Underlayments HVHZ) IlRoofing Underlayments for use In HVHZ 'urisdictlons Limits of Use Installation Instructions Approved for use in HVHZ: Yes FLt1915 R1 II er042409FINAL Atlas Underlayments. HVHZ FL11915-R1.DdfApprovedforuseoutsideHVHZ: No Impact Resistant: N/A Verified By: Robert Nieminen PE -59166 Design Pressure: N/A Created by Independent Third Party: Yes Other: Refer to ER Section 5 for limits of use. Evaluation Reports FL11915 RI AE er042409FINAL Atlas Underlayments, HVHZ FL11915-R1.Ddf Created by Independent Third Party: Yes 11915.2 Atlas Roof Underlayments (non- Roofing Underlayments for use In non-HVHZ Jurisdictions HVHZ Limits of Use Installation Instructions Approved for use in HVHZ: No FL11915 RI 11 er042409FINAL Atlas Underlayments, non-HVHZ FL11915-Ri.DdfApprovedforuseoutsideHVHZ: Yes Impact Resistant: N/A Verified By: Robert Nieminen PE -59166 Design Pressure: N/A Created by Independent Third Party: Yes Other: Refer to ER Section 5 for Limits of Use Evaluation Reports FL11915 R1 AE er042409FINAL Atlas Underlayments. non-HVHZ FL11915-RI.pdf Created by Independent Third Party: Yes Back Next Contact Us :: 1940 North Monroe Street. Tallahassee FL 32399 The State of Florida is an AA/EEO employer. Coovnaht 2007-2010 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, e-mail addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mad to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions regarding DBPR's ADA web accessibility, please contact our Web Master at webmasterillidbor.state.n.us. Product Approval Accepts: SCCUI'1 'M I:TNII'S vngrpnOEMirorN YIIII v http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsxYIeb4opOD... 1/31/2012 OFFIC F1.1 ILDE F SUPPLY INC PERMIT # 1.2.- 90 TRUSS PLANT: 7067 SAMPEY RD. - GROVELAND FL 34736 - 352-429-3760 - FAX: 352-429-8219 January 30, 12 Sovanic, Inc. dba Manor 4700 Millenia Blvd, Suite 175 Orlando, FL 32839 407) 210-6543 This Package Contains— Engineering Drawings Subject: Truss Engineering Specifications JOB #: 12104 JOB NAME: MODEL: 1180 Lot / Block / Section: Address: 814 Pecan Ave. Sanford FL County: Seminole Index of Attached: Occupancy Group: Residential Occupancy Category: II Exposure Category: B Wind Speed: X20 Enclosure Classification: Enclosed Roof Loading: 20.0,10 0,0.0.10.0 Floor Loading: 40.0.10.0.0 0.5.0 1. Truss placement diagram with Truss to Truss Connector Schedule 2. Reaction Summary ( Index of Attached Drawings & loads on structure ) 3. Engineering Summary Sheet for each Truss 4. Standard Details ( if Applicable ) This cover sheet will serve as certification for all the attached items under Rule 61 G15-31.003 of the Florida Department Department of Professional Regulation using Design Criteria from FBC 2007 Edition. 1 certify that all CBS Builders Supply Inc.'s truss specifications are designed for Wind Pressures using Wind Load Calculations from ASCE 7-05 which has been adopted by FBC 2007 Edition. The items are stapled as a unit which inhibits tampering. If this Truss Placement Diagram is mirrored in the field for alternate Garage right or left, these truss specifications will remain unchanged. Mitek Version 7.110 is the computer program used for engineering these trusses. Should you have any questions concerning this engineering, please do not hesitate to contact us at 352-429-3760. 11t11111ftf1!fl//llll' STATE OFe OR10p' . S D iAL Truss Design Engineer Manuel Martinez, PE Florida License #47182 L OFFICE Engineer of Record: Record: Name: N/A License #: N/A Address: N/A Reviewed per rule 61G15-30.006(3) 54-0-0 12-0-0 6-0-0 I 11-0-0 05 D.111.t P5 51,11"PLY, INC Order # : 12104 Budder : 5ovanic, Inc. dba Manor Hanes model: 1180 Pitch: 5 Overhang : 16" Plumb Cut Pearinq: CMU Wind: 120 MPH / Enclosed Loading : 401b P5P this is a truss Placement diagram A. * * the Encliwer's 5eal does rot relieve the Professional Puddirq l9e54wr of their responsibilities to ensure the integrity of the entire structure. Pefer to truss Ergimerirq for all uplift and gravity loads. CBS Builders Supply, Inc. To: REACTIONS 7067 Sampey Road Job Number: 12104Groveland, Florida Sovanic, Inc. dba Manor Homes 352) 429-3760 Fax: (352) 429-8219 , 4700 Mtllenta Blvd, Shite 175 Orlando, FL 32839 Page: 1 Date: 01/30/12 15 47.13 Project: Block No- Model: 1180 Lot No: PE: Manuel Martinez # 47182 Contact: Site Office: Deliver To: Account No: MANO 314 Pecan Ave. Designer- RG Salesperson: RICHARD GUNNELLName Phone: 407) 210-6543 Quote Number: 12104 Fax: Sanford, FL P.O Number: Tentative Delivery Date Profile: Qty: Truss Id: Span: Truss Type: Top Pit. Height Reactions: Bot. Pit 7 A 34-00-00 SPECIAL 5.00 07-11-07 Joint 2 Joint 9 ISO lbs. each 2.50 1433.3 lbs. 1433.3 lbs. 514.8 lbs. -514.9 lbs. 5.00 2 Al 34-00-00 SPECIAL 07-01-07 Joint 2 Joint 8 183 lbs. each 2,50 1432.2 lbs. 1431.6 Ibs 515.5 lbs. •515 9 Ibs. 1 A10 173 lbs. each 34-00-00 HIP 5.00 03-09-07 Joint 2 Joint 9 Joint 12 Joint 15 797.1 lbs. 1070 8 lbs. 705.0 lbs. 3035.3 lbs. 416 4 lbs. -590.2 Ibs. -23.8 lbs. 1479.6 Ibs. 1 A3 34-00-00 SPECIAL 5.00 06-03-07 Joint 2 Joint 8 174 lbs. each 250 1432.2 lbs. 1431 6 lbs. 515.5 lbs. -515.9 lbs. I A4 34-00-00 SPECIAL 5.00 05-05-07 1°nit2 Joint 172 Ibs. each 2.50 1433 3 Ibs. 144333.3 Ibs. 514 9 Ibs -514.9 Ibs. I A5 34-00-00 SPECIAL 5.00 04-07-07 Joint 2 Joint 9 182 lbs. each 2.50 1433.3 lbs. 1433.3 Ibs. 534 0 lbs -534.0 lbs. 1) 3 -Ply 5.00 03-09-07 Joint 2 Joint 9 3 A6 34-00-00 SPECIAL 179 lbs each 2.50 2765.1 lbs. 2768.2 lbs 1256.6 lbs. -1242.0 lbs. 1 A7 34-00-00 HIP 5.00 06-03-07 Joint 2 Joint 7 164 Ibs each 1433.3 lbs 1433.3 lbs 504.4 Ibs. -504.4 lbs 1 A8 170 Ibs. each 34_00_00 HIP 5.00 OS -. 00 Joint 2 Joint 8 1433.3 Ibs. 1433.3 Ibs 504.4 Ibs -504 4 Ibs. 1 A9 165 Ibs. each 34-00-00 HIP 5.00 04-07-07 Joint 2 Joint 9 Joint 12 592 0 lbs. 683.2 lbs. 1636.8 lbs. 299.2 lbs.-332.51bs -600.4 lbs. 6 CJ 1 01-00-00 JACK 5.00 07-03-07 Joint Joint 3 Joint 4 5 lbs. each 184. 7 Ibs. 56.9 lbs. 18.4 Ibs. 190.2 lbs. -36.2 lbs 5.3 lbs. 5.00 Joint 2 Joint 3 Joint 4 6 CJ3 03-00-00 JACK 025. 00 I I Ibs. each 236.2 Ibs. 46.1 lbs 52.1 lbs. 183.4 lbs •37.1 lbs 15.1 lbs. 5.00 Joint 2 Joint 3 Joint 4 6 050$-00_00 JACK 02-. 00 17 Ibs. each 302.3 Ibs. 120.0 Ibs 92.1 Ibs 191.2 lbs. -I 10.1 lbs. 26.7 lbs. 3 HJ9 09-10-01 MONO TRUSS 3.54 03-09-01 Joint 2 Joint 4 Joint 5 490.616s. 155.9 Ibs 316.2 lbs. 40 Ibs. each t 358.7 Ibs. l 15 0 Ibs. -96.7 lbs. 5.00 03-09-07 Joint 2 Joint 3 Joint 4 16 J7 07-00-00 JACK 2a Ibs. each 376.8 lbs. I85.5Ibs 132.1 lbs. 211.4 Ibs. -155 6 lbs. 38.3 lbs. CBS Builders Supply, Inc. To: REACTIONS 7067 Sauapey Road Job Number: 12104Groveland, Florida Sovanic, Inc. dba Manor Homes 352) 429-3760 Fax: (352) 429-8219 4700 Millenia Blvd, Suite 175 Orlando, FL 32839 Page: 2 Date: 01/30/12 15:47:15 Protect: Block No: Model 1180 Lot No- PE: Manuel Martinez # 47182 Contact Site Office Deliver To: 814 Pecan Ave. Sanford, FL Account No: MANO Designer: RG Salesperson. RICHARD GUNNELL Quote Number: 12104 P.0 Number: Name- Phone: Far: 407) 210-6543 Tentative Delivery Date- Profile: Qty: Tnlss Id: Span: Truss Type: Top Pit. Height Reactions: Bot. Pit. 5.00 Joint 2 Joint 3 Joint 4 Joint 5 2 PA JACK 035. 0 343.0 lbs. 185.5 lbs. 28.3 lbs. 171.3 lbs. 24 lbs. each24 281.71bs. -155 6lbs. 14.2 lbs. -33.0 lbs tea+ 5.00 Joint 2 Joint 3 Joint 4 2 S31 01-00-00 MONO 01-03-07 184.7 lbs. 48.6 lbs. 18.4 lbs. 5 lbs. each 250 181.8 Itis -36.2 lbs. 5 3 lbs. 5.00 02-01-07 Joint 2 Joint 3 Joint a 2 SJ3 03-00-00 MONO 236.2 lbs. 46.1 lbs 52 I Ibs. 11 lbs each 250 180.6 lbs-39.41bs. IS. Ilbs. 5.00 02-11-07 Joint 2 Joint 3 Joint 4 2 SJ 5 05-00-00 MONO 302 3 lbs. 120.0 lbs. 92.1 lbs. 18 lbs. each 7.50 189.0 lbs. -112.3 lbs. 26.71bs. 5.00 03-09-07 joint 2 Joint 3 Joint 4 4 SJ7 07-00-00 MONO 376 8 lbs. 185.5 lbs. 132 I lbs. 24 lbs. each 2.50 209.6 lbs. -157.5 lbs. 38.3 lbs. 1 S39 09-10-01 MONO 3.54 03-09-01 Joint 2 Joint 4 Joint 5 1.77 509.7 lbs. 153.81bs. 317.2 lbs. 38 lbs each 246 8 lbs. -112.3 lbs. -91.3 lbs. Job Truss Truss Type Oly Ply 1180 Model 112104 , A SPECIAL 7 1 Job Reference (optional) CBS Builders Supply Inc -7067 Sampey Road Groveland, FL 34736, Manuel Martinez PE #47182 7.250 s Jan 28 2011 MiTek Industries, Inc. Mon Jan 30 15.45.24 2012 Page 1 ID. SSLF mDOBTXvmHp_NNOJBWzgALI-MOMbTA9cfh7SwvHtmQxPCmWAo_Qy7amjlwl 1 _yzg80F 1-4-0 6-2-5 10.7-13 17.0-0 20-6.0 24-3-2 28-11-0 34-0-0 35-4-0 1-4-0 6.2.5 4-5.8 6.4-3 3-6-0 3-9-2 4-7-14 5-1-0 1.4-0 Scale = 1:62 2 4x8 = 5 3x4 II 5.00 F12 \6 3x4 3x4 4 7 1.5x4 \ W6 I 4 ti 3 16 a \ \ T 17 1.5x4 7 8 W8,lac2W 12 7x10 = 4 W9 3\ 1 5 / 92 71 \ 11 10,E IT, B] B 3x4 zoto 3x8 = 15 14 13 3x10 3x4 = 5x8 = 1.5x4 II 2.50112 8-0-7 16-0-0 20-6-0 27-3-1 , 34 0-0 I 8-0-7 7-11-9 + 44 6-9-1 r 6-8-15 Plate Offsets KU? LOADING (psi) SPACING 2-0-0 CSI DEFL in (loc) Well Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.47 Vert(LL) -034 11-12 >999 240 MT20 244/190 TCDL 10.0 Lumber Increase 1.25 BC 0.85 Verl(TL) -09011-12 >446 180 BCLL 0.0 Rep Stress Incr YES WB 0.90 Horz(TL) 044 9 n/a n/a BCDL 10.0 Code FBC2007/TP12002 Matrix) Wind(LL) 049 11-12 >823 180 Weight. 180 Ib FT = 20% LUMBER BRACING TOP CHORD 2 X 4 SYP No.21) TOP CHORD Structural wood sheathing directly applied or 2-8-5 oc purlins. BOT CHORD 2 X 4 SYP No.21D *Except* BOT CHORD Rigid ceiling directly applied or 4-6-6 oc bracing. B3: 2 X 4 SYP No.3 MiTek recommends that Stabilizers and required cross WEBS 2 X 4 SYP No.3 bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (Ib/size) 2=1433/0-8-0, 9=1433/0-8-0 Max Horz 2=72(LC 6) Max Uplifl2=-515(LC 6), 9=-515(LC 7) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1 -2=0/30,2 -3=-2774/1376,3-16=-2581/1318,4-16=-2486/1332,4-5=-1865/1051, 5-6=-3713/1854, 6-7=-3842/1812, 7-17=4611/2182, 8-17=4648/2172, 8-9=-4795/2303, 9-10=0/26 BOT CHORD 2-15=-1115/2471, 14-15=-905/2130, 13.14=-29/41,12-13=0/55,6-12=-145/134, 11-12=-1782/4134, 9-11=-2008/4385 WEBS 3-15=-235/249,4-15=-120/454,4-14=-630/446, 5-14=-517/138, 12-14=-648/1981,5-12=-1176/2819, 7-12=-588/450,7-11=-84/416, 8-11=-81/224 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind- ASCE 7-05, 120mph (3 -second gust); TCDL=4.2psf; BCDL=5.8psf; h=15ft; Cat II; Exp B, enclosed; MWFRS (low-rise) gable end zone and C -C Exlenor(2) zone;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.00 3) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 4) Bearing at joint(s) 9 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 515 Ib uplift at joint 2 and 515 Ib uplift at joint 9. LOAD CASE(S) Standard 12104 , IA1 SPECIAL I D: S5LFmDOBTXvmHp_NNOJ8 WzgALt-JpTLtrBsBINAACRGtrztHBbRQn50bW40lEV 1.4-Q 7.6-0 15.0-0 19-0-0 20.6-Q 26-6-15 34-0-0 35-4-0 1-4-0 7.6-0 7-6-0 4-0-0 1 6-0 6-0-15 + 7-5-1 1-4-0 4x10 = 7x8 = 1.5x4 II 5 6 Scale: 3/16"=1' 3x8 = 16 15 1 13 12 3x10 1.5x4 II 3x6 = 1.5x4 II 3x4 = 6x8 = 2-50112 LOADING (psf) TCLL 20.0 TCDL 10.0 BCLL 0.0 BCDL 10.0 SPACING 2-0-0 Plates Increase 125 Lumber Increase 1.25 Rep Stress Incr YES Code FBC2007/TP12002 CSI TC 0.78 BC 0.94 WB 079 Matnx) DEFL in (loc) VdeD Ud Verl(LL) -0.38 11 >999 240 Verl(TL) -1.0010-11 >399 180 Horz(TL) 0.54 8 n/a n/a Wind(LL) 0.5310-11 >752 180 PLATES GRIP MT20 244/190 Weight: 183 Ib FT = 20% LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling dbectly applied or 2-2-0 oc bracing. WEBS 2 X 4 SYP No.3 *Except* WEBS 1 Row at midpl 3-15, 5.13 W6,W5. 2 X 4 SYP No.2D MiTek reconvnends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (Ib/size) 2=1432/0-8-0, 8=1432/0-8-0 Max Horz 2=71 (LC 6) Max Uplift2=-516(LC 6), 8=-516(LC 7) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/30,2-17=-2775/1338, 3-17=-2602/1340, 3-4=-2001/1061, 4-5=-1730/1033, 5-6=-3882/1961, 6.7=-3924/1817, 7-18=-4741/2263, 8-18=-4915/2261, 8-9=0/26 BOT CHORD 2-16=-1075/2468, 15-16=-1075/2468, 14-15=-633/1774, 13-14=-633/1774, 12-13=-16/42, 10-11=-196314509, 8-10=-1962/4514 WEBS 11-12=-15/20,6-11=-315/355,3-16=0/326,3-15=-774/481, 4-15=-101/470.4-13=-230/113, 5-13=-26961944, 11-13=-1164/3341,5-11=-1888/4530,7-11=-904/567,7-10=0/295 NOTES 1) Unbalanced root live loads have been considered for this design. 2) Wind: ASCE 7.05; 120mph (3 -second gust); TCDL=4 2psf; BCDL=5.8psf; h=1511; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C -C Exterior(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=3.60 plate grip DOL=1.00 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Bearing at joint(s) 8 considers parallel to grain value using ANSIITPI 1 angle to grain formula. Building designer shou0d verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 516 Ib uplift at joint 2 and 516 Ib uplift at joint 8. LOAD CASE(S) Standard Job Truss Truss Type Oty Ply 1180 Model 72104 A3 SPECIAL 1 1 BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling ftecily applied or 2-2-0 oc bracing. WEBS 2 X 4 SYP No 3 MiTek reconnnends that Stabilizers and required cross Job Reference oplional CBS w„aderS S„nnw Inc 7067 Samnev Rnarl Grnvpland FI- 34736. Manuel Martinez PE #47182 7 250 s Jan 28 2014 -Mi -Tek Industries, Inc Mon.Jan 30 15.45:27 2012 Page 1 ID-S5LFmDOBTXvmHp NNOJBWzgALI-n?1j5BCUycvInMOSRZU6gP8ckBR9Kz5A_uF t-4-07-6-0 1 13-0-0 20-6-0 2J -0-i) 26-6-13 34-0-0 35-4-0 t-4_01.40 7-6-0 I 5-6-0 7-6-0 0-6-0 5-6-13 7-5-3 4-0 Scale: 3/16"=1' 5x10 = 1.5x4 II 4x6 = 3x8 = 15 14 12 Jx1V 1.5x4 II 3x10 = 3x6 = 1.5x4 II 250 112 LOADING (psi) TCLL 20.0 TCDL 10.0 BCLL 0.0 BCDL 10.0 SPACING 2-0-0 Plates Increase 1.25 Lumber Increase 1.25 Rep Stress Incr YES Code FBC2007/TPI2002 CSI TC 0.81 BC 0.95 WB 0.80 Matrix) DEFL in (loc) I/deft Ud Vert(LL) -0.36 10-11 >999 240 Vert(TL) -0.9510-11 >421 180 Horz(TL) 0.46 8 Na n1a Wind(LL) 0.5010-11 >794 180 PLATES GRIP MT20 244/190 Weight: 175 Ib FT = 20% LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling ftecily applied or 2-2-0 oc bracing. WEBS 2 X 4 SYP No 3 MiTek reconnnends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (Ib/size) 2=1432/0-8-0. 8=1432/0-8-0 Max Horz 2=71(LC 6) Max Uplift2=-516(LC 6), 8=-516(LC 7) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/30,2-16=-2741/1302, 3-16=-2568/1304, 3-4=-2176/1122, 4-5=-3826/1826, 5-6=-3840/1826, 6.7=-3964/1802,7-17=-4719/2210,8-17=-4894/2208,8-9=0/26 BOT CHORD 2.15=-1037/2432, 14-15=-1037/2432, 13-14=-11/34, 12-13=-11/34, 10-11=-1911/4486, 8-10=-1908/4491 WEBS 11-12=0/120,5-11=-416/351, 3-15=0/257,3-14=-561/366,4-14=-309/177, 11-14=-747/2032,4-11=-78414007, 6-11=-595/1372,7-11=-824/520.7-10=0/297 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 120mph (3 -second gust); TCDL=4.2psf; BCDL=5 8psf; h=15ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C -C Exterior(2) zone;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL --1.60 plate grip DOL=1.00 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Bearing at joint(s) 8 considers parallel to grain value using ANSIITPI 1 angle to grain formula. Building designer shoadd verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 516 Ib uplift at joint 2 and 516 Ib uplift at joint 8. LOAD CASE(S) Standard Job Truss Truss Type Oly Ply 1180 Model 12104 A4 SPECIAL 1 1 Rigid ceiling cbaeclly applied or 2-2-0 oc bracing. WEBS 2 X 4 SYP No.3 MiTek recommends that Stabilizers and required cross bracing be Wstalled during truss erection, in accordance with Job Reference o /tonal ras ai ildprc S1jnnty Inc 7067 Samnpv Road Gmveland- FL -34736. Manuel Martinez PE 1147182 7.250 s Jan 28 2011 MiTek Industries, Inc. Mon Jan 30 15:45:29 2012. Page ID S5LFmDOBTXvmHp_NNOJBVVzclA 1-4.0 7.6-1 11.0-0 15-11.4 , 20.6-0 23-0-0 , 26-6-1E 1-4-0 7.6-1 3-5-15 4-11-4 4-6 12 2-6-0 3-6-15 Scale: 3/16"=1' 04 = 3x6 = 3x4 = 05 = snnr—ii- A 5 6 7 3x8 = 16 15 14 3x10 3x4 = 5x10 = 1.5x4 II 250112 15-11-4 lc N 0— N O LOADING (psf) TCLL 20.0 TCDL 10.0 BCLL 0.0 BCDL 10.0 SPACING 2-M Plates Increase 1.25 Lumber Increase 1.25 Rep Stress Incr YES Code FBC20071TP12002 CSI TC 0.81 BC 0.96 WB 085 Matrix) DEFL in Vert(LL) -0.37 Vert(TL) -0.93 Horz(TL) 0.45 Wind(LL) 051 loc) I/dell L/d 14 >999 240 14 >429 180 9 n/a n/a 14 >784 180 PLATES GRIP MT20 244/190 Weight: 173 Ib FT = 20% LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling cbaeclly applied or 2-2-0 oc bracing. WEBS 2 X 4 SYP No.3 MiTek recommends that Stabilizers and required cross bracing be Wstalled during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (Ib/size) 2=1433/0-8-0, 9=1433/0-8-0 Max Horz 2=71(LC 6) Max Uplifl2=-515(LC 6), 9=-515(LC 7) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/30, 2-17=-2760/1265, 3-17=-2587/1267, 3-4=-2708/1416, 4-5=-2424/1258, 5-6=-4378/2021, 6-7=-3949/1818.7-8=-4254/1911, 8-18=4709/2166,9-18=-4883/2164,9-10=0/26 BOT CHORD 2-16=-1002/2448.15-i6=-804/2075,14-15=-17/41, 12-13=-1709/4418,11-12=-1866/447l, 9-11=-186714480 WEBS 13-14=0/44.6-13=-61/341, 3-16=-309/346,4-15=-172/575,5-15=-i391/669,13-15=-1016/2657, 5-13=-87812244. 6 -12= -734/304,7-12=-618/1448,8-12=-535/373,8-11=0/246,4-16=-329/624 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind- ASCE 7-05, 120mph (3 -second gust); TCDL=4.2psf; BCDL=5.8psf: h=15ft; Cat. Il; Exp B; enclosed; MWFRS (low-rise) gable end zone and C•C Exterior(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.00 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Bearing at joint(s) 9 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 515 Ib uplift at joint 2 and 515 Ib uplift at joint 9. LOAD CASE(S) Standard Job Truss Truss Type Oly Ply1180 Model 12104 ` A5 SPECIAL 1 1 Job Reference (optional) CBS Builders Supply, Inc.. 7067 Sampey Road Groveland. FL. 34736, Manuel Martinez PE #47182 7.250 s Jan 28 2017 MiTek Industries, Inc. Mon Jan 30 15.45.30 2012 Page 1 ID-S5LFmDOBTXvmHp NNOJ8VVzgALI-BaIsjDENFXtcegk16h2pR1mCGORaXKZcgsULBczg80h 1-4-0 4.9-14 9-0-0 15.11-11 20-6-0 25-0-0 28-7-0 34-0-0 35-4-0 1-4-0 4-9-14 4-2-2 6-11-11 4.6.5 4-6-0 3.7.0 5-5-0 '14-0 Scale: 3/16"= V 6x8 = 3x8 = 3x4 = 6x8 = 5.00 12 4 5 6 7 150 16 17 1.5x4 = 3 q 6 8 a L7 2 3 W2 \ B ' W T 1 I W 12 4 N oil 2 \ B7 6x12 T20H= 5x121MT20H= 9 10117 C) 3x8 = 15 14 13 300 30 = 500 = 1.5x4 II 250112 9-0-0 15-11-11 20-6-0 24-1%11 } 34-0-0 9-0-0 6-11-11 4-4-8 9-1-8 Plate Offsets (X,Y). [2:0-4-2,0-1-8],[4.0-1-12,0-3-12],15.0-3-4,0-1-81,[7:0-4-0,0-2-2]_19:0-3-1,0-1-8]_[11:0-4-4,0-3-0],112:0-8-8,Edge],[14:0-4-8,0-3-0] LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) Well Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.47 Verl(LL) -040 13 >996 240 MT20 244/190 TCDL 10.0 Lumber Increase 1.25 BC 0.97 Verl(TL) -100 13 >400 180 MT20H 187/143 BCLL 0.0 Rep Stress Incr YES WB 082 Horz(TL) 0.44 9 Ma n/a BCDL 10.0 Code FBC2007ITP12002 (Matrix) Wind(LL) 0.55 13 >728 180 Weight: 183 lb FT = 20% LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D *Except* TOP CHORD Structural wood sheathing directly applied or 2-7-5 oc purlins. T2: 2 X 6 SYP No.2 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. BOT CHORD 2 X 4 SYP No.2D MiTek recommends that Stabilizers and required cross WEBS 2 X 4 SYP No.3'Except* bracing be installed during truss erection, in accordance with W5: 2 X 4 SYP No.2D Stabilizer Installation guide. REACTIONS (Ib/size) 2=1433/0-8-0, 9=1433/0-8-0 Max Horz 2=71(LC 6) Max Upld12=-534(LC 4), 9=-534(LC 5) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/30, 2-3=-2762/1331, 3-16=-2550/1196, 4-16=-2461/1204, 4-5=-3036/1508, 5-6=-5371/2444, 6-7=-4385/1951, 7-17=-4631/2019,8-17=-4662/2012,8-9=-4723/2172,9-10=0/26 BOT CHORD 2-15=-1084/2477,14-15=-895/2331, 13 -14= -30f71,11 -l2=-2200/5439, 9-11=-1885/4329 WEBS 12-13=0/64,6.12=-87/356, 3-15=-177/208,4-15=0/364,4-14=-385/904,5-14=-1490/745, 12-14=-1297/3197, 5-12=-1027/2559,6-11=•1270/569,7-11=-504/1423,8-11=0/318 NOTES 1) Unbalanced root live loads have been considered for this design. 2) Wind: ASCE 7-05; 120mph (3 -second gust); TCDL=4.2psf; BCDL=5.8psf; h=151t; Cal. 11, Exp B; enclosed, MWFRS (bw-rise) gable end zone and C -C Exterior(2) zone;C-C for members and forces & MWFRS for reactions shown: Lumber DOL=1.60 plate grip DOL=1.00 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Bearing at joint(s) 9 considers parallel to grain value using ANSI/TPI 1 angle to grain formula Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 534 Ib uplift at joint 2 and 534 Ib uplift at joint 9. LOAD CASE(S) Standard 12104 , IA6 (SPECIAL CBS Builders Supply. Inc., 7067 Sampey-Road Groveland, FL.•34736. 1-4-0 7-0-0 11-6-14 1-4-0' 7-0.0 4-6-14 5x8 = 3x4 = 5.00 12 1 3 Job Rr 7.250 s Jan 28 2011 5x5 = 30 = 3x4 = 6x8 = 2012 Scale: 3/16"=1' 3x5 = 17 Y7 16 28 29 30 15 31 32 14 5x6 = 3x8 1.5x4 II 3x4 = 7x8 — 1.50 II 6x12 MT20H = 2.50112 11-6-14 LOADING (psf) SPACING 2-M CSI DEFL in loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.44 Verl(LL) -0.40 14 >999 240 MT20 244/190 TCDL 10.0 Lumber Increase 1.25 BC 0.98 Verl(TL) -1.01 14 >397 180 MT20H 187/143 BCLL 00 Rep Stress Incr NO WB 0.92 Horz(TL) 0.38 9 n/a n/a BCDL 10.0 Code FBC2007/TP12002 Matrix) Wind(LL) 0.56 14 >719 180 Weight: 538 Ib FT = 20% LUMBER BRACING TOP CHORD 2 X 4 SYP No.20 'Except' TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. T2: 2 X 6 SYP SS BOT CHORD Rigid ceiling F -Ily applied or 9-11-1 oc bracing. BOT CHORD 2 X 4 SYP No.21) WEBS 2 X 4 SYP No.3 REACTIONS (Ib/size) 2=2765/0-8-0, 9=2768/0-8-0 Max Horz 2=72(LC 5) Max Uplift2=-1257(LC 5), 9=-1242(LC 6) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/30,2-3=-6126/2623, 3-18=-7566/3401, 18-19=-7567/3402, 4-19=-7569/3402, 4-20=-8542/3837, 20-21=-8542/3837, 5-21=-8542/3837, 5-22=-15093/6724, 22-23=-15093/6724, 6-23=-15093/6724, 6-24=-13790/6097, 24-25=-13790/6097, 7-25=-13790/6097, 7-26=-10873/4692, 8-26=-10872/4691, 8-9=-10949/4689,9.10=0/26 BOT CHORD 2-17=-2329/5545, 17-27=-2328/5570, 27-28=-2328/5570, 16-28=-2328/5570,16-29=-328117567, 29-30=-3281/7567,15-30=-328117567,15-31=-172/390, 31-32=-172/390,14-32=-172/390,13-33=-6775115481, 33 -34= -6776/15480,12 -34= -6776/15479,12 -35=-5977/13790,11-35=-5977/13790,11-36=-4295/1021Q 9-36=-4297/10137 WEBS 13-14=0/132,6-13=-235/873, 3-17=-1/676,3-16=-1131/2492,4-16=-1162/715,4-15=-52311186, 5-15=3099/1578 113-15=-3732/8581. 5-13=-304216903,6-12=-1889/890,7-12=-2171733,7-11=-3364/1543, 8-11=-1548f3981 NOTES 1) 3 -ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2 X 4 - 1 row at 0-8-0 oc, 2 X 6 - 2 rows at 0-8-0 oc. Bottom chords connected as follows: 2 X 4 - 1 row at 0-9-0 oc. Webs connected as follows: 2 X 4 - 1 row at 0-9-0 oc, Except member 11-8 2 X 4 - 2 rows at 0-4-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S)section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind- ASCE 7-05, 120mph (3 -second gust); TCDL=4.2psf; BCDL=5.8psh h=15ft; Cat. 11, Exp B; enclosed; MWFRS OWN -rise) gable end zone; Lumber DOL=1.60 plate gnp DOL=1.00 5) Provide adequate drainage to prevent water ponding. 6) All plates are MT20 plates unless otherwise indicated 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrenl with any other live loads. 8) Bearing at joint(s) 9 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer shoaM venfy capacity of bearing surface. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1257 Ib uplift at joint 2 and 1242 Ib uplift at joint 9. 12104 CBS.Builders Supply, Inc.. 7067 Sampey Road Groveland. FL. 34736, Manuel Marlinez.PE #47182. - 7 250 s Jan 28 2011 MiTek Industries, Inc. Mon Jan 30 15 45 33 2012 P7 ID,S5LFmDOBTXvmHp NNOJBVVzgALt-c90_MFGFYSGBVHTcopbW3gOkscT6kfo2Mgi?owz NOTES 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 221 Ib down and 239 Ib up at 7-0-0, 126 lb down and 140 lb up a1 9-0-12, 126 Ib down and 140 Ib up at 11.0-12, 126 Ib down and 140 Ib up at 13.0-12, 126 Ib down and 140 Ib up al 15-0-12, 126 Ib down and 140 Ib up at 17.0.0, 126 Ib down and 140 Ib up at 18-11-4, 126 Ib down and 142 Ib up at 20-11-4, 126 Ib down and 142 Ib up at 22-11.4, and 126 Ib down and 142 Ib up at 24-11-4, and 259 Ib down and 238 Ib up at 27-0-0 on lop chord, and 368 Ib down and 82 Ib up at 7.0.0, 92 lb down at 9-0-12, 921b down at 11-0-12, 92 Ib down at 13-0-12, 92 Ib down at 15-0-12, 92 Ib down at 17-0-0, 92 Ib down at 18-11-4, 92 Ib down at 20-11-4, 92 Ib down at 22-11-4, and 92 Ib down at 24-11-4, and 368 Ib down and 76 Ib up at 26-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Regular: Lumber Increase=1 25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-60, 3-8=-60, 8-10=-60, 2-14=-20, 11-13=-20, 9-11=-20 Concentrated Loads (lb) Vert: 3=-221(B)8=-219(8) 17=-339(8) 18=-126(8) 19= -126(B)20= -126(B)21= -126(B)22= -126(B)23= -126(13)24= -126(B)25= -126(B)26= -126(B)27= -46(B) 28= -46(B)29= -46(B)30= -46(B)31= -46(B)32= -46(B)33= -46(B)34= -46(8)35=-46(B)36=-343(8) Job Truss Truss Type Qty Ply 1180 Model 12104 A7 HIP 1 1 WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpi 4-10 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Job Relerence (optional) CBS Builders Supply, Inc., 7067 Sampey Road Groveland, FL 34736, Manuel Martinez PE #47182 7.250 s Jan 28 2011 MiTek Industries, Inc. Mon Jan 30-15:45.34 2012 Page 1 IU:JJLrmVVbPAVmnp_IVIVVJOVVZQNLI-91vIyrvLUn1511IVZImZVL^vlL, vVvvl ,v,vvv 1-4-07.6-0 13-0-0 21-0-0 26-6-0 34.0-0 35-4-0 1-4.0 7.6-0 5-6-0 8-0-0 5-6-0 7-6-0 14-0 VjO Scale = 1.62 3 7x8 = 4x8 = 4 S 3x8 = 13 12 10 9 3x13 = 1.5x4 It 3x4 = 3x6 = 3x8 = 1.5x4 II LOADING (psf) TCLL 20.0 TCDL 10.0 BCLL 0.0 BCDL 10.0 SPACING 2-" Plates Increase 1.25 Lumber Increase 1 25 Rep Stress Incr YES Code FBC2007/TP12002 CSI TC 0.44 BC 0.60 WB 0.40 Matrix) DEFL in (loc) Vdefl Ud Vert(LL) -0.1310-12 >999 240 Verl(TL) -0.4310-12 >939 180 Horz(TL) 0.13 7 n/a n/a Wind(LL) 0.1910-12 >999 180 PLATES GRIP MT20 244/190 Weight 165 Ib FT = 20% LUMBER BRACING TOP CHORD 2 X 4 SYP No.21) TOP CHORD Structural wood sheathing directly applied or 3-5-8 oc purlins. BOT CHORD 2 X 4 SYP No.21) BOT CHORD Rigid ceiling directly applied or 6-3.1 oc bracing WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpi 4-10 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (Ib/size) 2=1433/0-8-0, 7=1433/0-8-0 Max Horz 2=-72(LC 7) Max Uplif12=-515(LC 6), 7=-515(LC 7) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/30, 2-14=-2744/1289, 14-16=-2607/1298, 3-16=-2570/1301, 3-4=-2178/1125,4-5=-1967/1102, 5-6=-2179/1124, 6-17=-2570/1301, 15-17=-2607/1299,7-15=-2744/1289,7-8=0/30 BOT CHORD 2-13=-1031/2434, 12-13=-1031/2434, 11-12=-721/1966, 10.11=-721/1966, 9-10=-1031/2434, 7-9=-1031/2434 WEBS 3-13=0/264, 3-12=-554/358,4-12=-94/478,4-10=-173/174,5-10=-94/478, 6-10=-553/358,6-9=0/264 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 120mph (3 -second gust); TCDL=4.2psh BCDL=5.Bpsf; h=15fl; Cat. II; Exp B; enclosed; MWFRS pow -rise) gable end zone and C -C Extenor(2) zone;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.00 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 515 Ib uplift at joint 2 and 515 Ib uplift at joint 7. LOAD CASE(S) Standard Job Truss Truss Type Oly Ply 1180 Model 12104 A8 HIP 1 1 6-0-0 15-15 Plate Offsets(X,YL-I2:0-4-2,0-1-8]J4:0-5-4,0-2-0]_[6:0-5-4,0-2-0]118.0-4-2,0-1-8) Job Reference (optional) roc 0-M.— e., i., 1— 7na7 s-- P-1 rrnvalnnrl FI 14716 Marwal Maninez PF #47182 7250 s Jan 28 2011 MiTek Industries. Inc. Mon Jan 30 15 4536 2012 Page.1 ID:S5LFmDOBTXvmHp_NNOJBWzgALt•Ok47 GJ8gNeINICBTy9DhIOEJpahxBvU2nxIF 1.4.0 7-6-1 11-0-0 17-0.0 23-0-0 26-5-15 34.0.0 35-4-0 1-4-0 7-6-1 3-5-15 6-0-0 6-0-0 3-5-15 7.6.1 1.4-0 Scale = 1:62: 4x8 = 1.5x4 II 4x8 = M-7 4 5 a 3x8 = 15 14 - 12 11 10 3x8 = 1.5x4 II 3x4 = 3x6 = 3x4 = 1.5x4 II 3x8 = LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Structural wood sheathing directly applied or 3-5-8 oc purlins BOT CHORD 2 X 4 SYP No.20i BOT CHORD Rigid ceiling directly applied or 6-3-11 oc bracing. WEBS 2 X 4 SYP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (Ib/size) 2=1433/0-8-0, 8=1433/0-8-0 Max Horz 2=-72(LC 7) Max Uplift2=-515(LC 6), 8=-515(LC 7) FORCES (Ib) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/30,2-16=-2745/1267, 16-18=-2608/1276, 3-18=-2572/1278, 3-4=-2317/1183,4-5=-2440/1277, 5.6=-2440/1277, 6-7=-2317/1183,7-19=-2572/1278, 17-19=-2608/1276,8-17=-2745/1267,8-9=0/30 BOT CHORD 2-15=-1009/2435, 14-15=-1009/2435, 13-14=-793/2102, 12-t3=-793/2102, 11-12=-793/2102, 10-11=-1009/2435, 8-10=-1009/2435 WEBS 3-15=0/249, 3-14=-461/293, 4-14=-142/388, 4-12=-195/532, 5-12=-390/313, 6-12=-195/532, 6-11=-142/388, 7-11=-461/293, 7-10=0/249 NOTES 1) Unbalanced roof live loads have been considered for this design 2) Wind: ASCE 7-05; 120mph (3 -second gust); TCDL=4.2ps1; BCDL=5.8psf; h=1511; Cal. 11; Exp B; enclosed; MWFRS (low-nse) gable end zone and C -C Exterior(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.00 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10 0 psf bottom chord live load nonconcurrenl with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 515 Ib uplift at joint 2 and 515 Ib uplift at joint 8. LOAD CASE(S) Standard 7-6- -0111 0 17-0-0 2.3-U-0 lti 1 74 -y -y 3-5-t5 6-0-0 6-0-0 15-15 Plate Offsets(X,YL-I2:0-4-2,0-1-8]J4:0-5-4,0-2-0]_[6:0-5-4,0-2-0]118.0-4-2,0-1-8) LOADING (psf) TCLL 20.0 SPACING 2-0-0 Plates Increase 1.25 CSI TC 0.43 DEFL Vert(LL) in 0.15 loc) 12 Well Ud 999 240 PLATES GRIP MT20 244/190 TCDL 10.0 Lumber Increase 1.25 BC 0.60 Vert(TL) 0.3911-12 999 180 BCLL 0.0 BCDL 10.0 Rep Stress Incr YES Code FBC2007ITP12002 WB 0.19 Matrix) Horz(TL) Wind(LL) 013 0.21 8 12 n/a n/a 999 180 Weight: 171 Ib FT = 20% LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Structural wood sheathing directly applied or 3-5-8 oc purlins BOT CHORD 2 X 4 SYP No.20i BOT CHORD Rigid ceiling directly applied or 6-3-11 oc bracing. WEBS 2 X 4 SYP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (Ib/size) 2=1433/0-8-0, 8=1433/0-8-0 Max Horz 2=-72(LC 7) Max Uplift2=-515(LC 6), 8=-515(LC 7) FORCES (Ib) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/30,2-16=-2745/1267, 16-18=-2608/1276, 3-18=-2572/1278, 3-4=-2317/1183,4-5=-2440/1277, 5.6=-2440/1277, 6-7=-2317/1183,7-19=-2572/1278, 17-19=-2608/1276,8-17=-2745/1267,8-9=0/30 BOT CHORD 2-15=-1009/2435, 14-15=-1009/2435, 13-14=-793/2102, 12-t3=-793/2102, 11-12=-793/2102, 10-11=-1009/2435, 8-10=-1009/2435 WEBS 3-15=0/249, 3-14=-461/293, 4-14=-142/388, 4-12=-195/532, 5-12=-390/313, 6-12=-195/532, 6-11=-142/388, 7-11=-461/293, 7-10=0/249 NOTES 1) Unbalanced roof live loads have been considered for this design 2) Wind: ASCE 7-05; 120mph (3 -second gust); TCDL=4.2ps1; BCDL=5.8psf; h=1511; Cal. 11; Exp B; enclosed; MWFRS (low-nse) gable end zone and C -C Exterior(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.00 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10 0 psf bottom chord live load nonconcurrenl with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 515 Ib uplift at joint 2 and 515 Ib uplift at joint 8. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply 1180 Model 12104 A9 HIP 1 1 Job Reference (optional) CBS.Builders Supply, Inc.. 7067 Sampey Road Groveland, FL. 34736, Manuel Martinez PE #47182 7.250 s Jan 28 2011•MiTek Industries, Inc. Mon Jan 30 15:4537 2012 Page 1 ID:S5LFmDOBTXvmHp_NNOJ8VVzgAL1-UweVBcJmbhmc vnNlfgSEWZOkDzOgYPeHR9Dxizg80C 1-. 44-- 0 9-0.0 16-0-0 20-5-2 25.0-0 9 34.0.0 35.4-04 10 r - 22. 2 4-9-14 1.4-04-9-14 4.2.2 7-0-0 4 45.2 -6-14 Scale = 1:62.2 4x8 = 1.5x4 II 4x4 = 5.00 12 3x4 = 4 5 g 7 1.5x4Z- 14 15 1.5x4 i 8 I T13 W2 W2 W4 W4 T a 1W \ \\I 9 W 2 10 IT o _ 3x6 13 12 11 3x5 3x4 = 5x8 — 3x8 = 9-0-0160-0 25-0-0 34-0-0 , 9-0-0 7-0-0 9-0-0 9-0-0 Plate Offsets (XY)_12:0-3-0,0-1-81_(4:0-5-4,0-2-01117:0.2-4,0-2-0J119:0-3-0,0-1-8],[12:0-4-0,0-3-0] LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/dell Ud PLATES GRIP TCLL 20 0 Plates Increase 1.25 TC 0.45 Vert(LL) -0.11 2-13 >999 240 MT20 244/190 TCDL 10.0 Lumber Increase 1.25 BC 0.45 Vert(TL) -0.30 2-13 >626 180 BCLL 0.0 Rep Stress Incr YES WB 0.56 Horz(TL) 0.03 9 n/a n/a BCDL 100 Code FBC20071TP12002 Matrix) Wind(LL) 0.03 11 >999 180 Weight: 165 Ib FT = 20% LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt 4-12 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation ouide. REACTIONS (Ib/size) 2=566/0-8-0, 12=1637/6-0-0, 9=664/0-8-0 Max Horz 2=-72(LC 7) Max Uplift2=-299(LC 6), 12=-600(LC 4), 9=-333(LC 7) Max Grav2=592(LC 10), 12=1637(LC 1), 9=683(LC 11) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/30,2-3=-747/381, 3-14=-453/209, 4-14=-362/218, 4-5=-167/599, 5-6=-166/599, 6-7=-574/333, 7-15=-583/310, 8-15=-674/303, 8-9=-982/494,9-10=0/30 BOT CHORD 2-13=-219/648,12-13=-119/391, 11-12=0/164,9-11=-324/862 WEBS 3 -13= -296/262,4 -13= -7/385,4 -12=-1057/484,5.12=-389/298,6.12=-917/466,6-11=-192/569, 7-11=-56/124, 8-11=-315/290 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05: 120mph (3 -second gust); TCDL=4 2psf; BCDL=5.8psf; h=15ft: Cal. 11; Exp B; enclosed; MWFRS (low-rise) gable end zone and C -C Exlerior(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.00 3) Provide adequate drainage to prevent water ponding 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 299 Ib uplift at joint 2, 600 Ib uplift at joint 12 and 333 Ib uplift at joint 9 LOAD CASE(S) Standard I 12104 Inc.. 5.00 F12 A10 I HIP 11 I 1 I Job 7067 Sampey Road Groveland, FL. 34736, Manuel Martinez PE #47182 7.250 s Jan 28 20 ID:S5LFmDOBTXvmHp NNOJ8WzgAl 0-011-0-14 + 15 0-0 19-0-0 22.11.2 0.0 4-0 14 3-11.2 4-0-0 3-11.2 6x8 = 3x5 = 3x6 = 20 If 3x4 = 6x8 = 2 Scale = 1:62 31 3x4 = i6 22 23 24 1b 14 25 13 1226 27 28 11 sxo = 3x4 = 3x6 = 3x12 - 3x4 = 5x5 = LOADING (psf) SPACING 2-" CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.49 Vert(LL) 0.11 15-16 999 240 MT20 244/190 TCDL 10.0 Lumber Increase 1.25 BC 0.75 Vert(TL) 0.28 15-16 634 180 BCLL 0.0 Rep Stress Incr NO WB 0.84 Horz(TL) 0.04 9 n/a n/a BCDL 10.0 Code FBC2007f rPI2002 Matrix) Wind(LL) 0.09 9-11 999 180 Weight: 173 Ib FT = 20% LUMBER BRACING lo TOP CHORD 2 X 4 SYP No.2D *Except* TOP CHORD Structural wood sheathing directly applied or 4-4-14 oc purlins. T2. 2 X 6 SYP No.2 BOT CHORD Rigid ceiling directly applied or 4-8-15 oc bracing. BOT CHORD 2 X 4 SYP No.213 MiTek recommends that Stabilizers and required cross WEBS 2 X 4 SYP No.3 bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (Ib/size) 2=788/0-8.0. 15=3035/0-8-0, 9=1062/0-8-0, 12=541/0-8-0 Max Horz 2=73(LC 5) Max Upli112=-416(LC 5), 15=-1480(LC 3), 9=-590(LC 6), 12=-24(LC 4) Max Grav 2=797(LC 9), 15=3035(LC 1), 9=1071(LC 10), 12=705(LC 2) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1.2=0/30,2 -3= -1253/481,3 -17=-1070/494,4-17=-1073/495,4-18=-670/1552,5-18=-670/1552, 5-19=0/298, 6-19=0/298, 6-20=0/298, 7-20=0/298, 7-21=-1691/899, 8-21=-1688/898, 8-9=-1912/911, 9-10=0/30 BOT CHORD 2-16=-385/1080, 16-22=-20/64, 22-23=-20/64, 23.24=-20/64, 15-24=-20/64, 14-15=-1552!793, 14-25=-1552/793, 13-25=-1552/793, 12-13=-643/1113, 12-26=-643/1113, 26-27=-643/1113, 27-28=-643/1113, 11-28=-643/1113, 9-11=-723/1685 WEBS 3-16=-186/339,4-16=-451/1264,4-15=-1962/975, 5.15=-1603/1038, 5-13=-999/1745,6-13=-459/378, 7-13=-1509/769,7-11=-166/793, 8-11=0/281 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind ASCE 7-05; 120mph (3 -second gust); TCDL=4.2psf; BCDL=5.8pst, h=15ft; Cat. II, Exp B; enclosed; MWFRS (low-rise) gable end zone: Lumber DOL=1.60 plate grip DOL=1.00 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 416 Ib uplift at joint 2, 1480 Ib uplift at joint 15, 590 Ib uplift at joint 9 and 24 Ib uplift at joint 12. 6) Load case(s) 3, 4, 5, 6, 7, 8 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 221 Ib down and 239 Ib up at 7-0-0,126 Ib down and 140 Ib up at 9-0-12, 126 Ib down and 140 Ib up at 11-0-12, 126 Ib down and 140 Ib up at 13-0-12, 126 Ib down and 140 Ib up at 15.0"12,126 Ib down and 140 Ib up at 17-0-0, 126 Ib down and 140 Ib up at 18-11-4,126 Ib down and 140 lb up at 20-11-4, 126 Ib down and 140 Ib up at 22-11-4, and 126 Ib down and 140 Ib up at 24-11-4, and 261 Ib down and 239 Ib up at 27-0-0 on top chord, and 368 Ib down and 52 Ib up at 7-0-0, 92 Ib down at 9-0-12, 92 Ib down at 11-0-12, 12 Ib up a1 13-0-12, 12 Ib up at 15-0-12, 92 lb down at 17-0-0, 92 Ib down at 18-11-4, 92 Ib down at 20-11-4, 92 Ib idown at 22-11-4, and 92 Ib down at 24-11-4, and 368 Ib down and 82 Ib up at 26-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard CnnlinnoA nn nano 7 _. I Job Truss Truss Type Oly Ply Model 12104 A10 HIP 1 1 11180 Job Reference (optional) D, CBS Builders Supply, Inc . 7057 Sampey How wovelano, rt 14 rso, manuel manlnez rc "f voz-. -.6 v o .,e.. w - . -- •• -•,- -- -- •- r•, r_nr nTv.._u_ - -1-Al ._.,7r.D-VnhA,.T.•9AA,eMRhmi57nrtrnflwlnW5OmTR7nR LOAD CASE(S) Standard 1) Regular- Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert. 1-3=-60, 3-8=-60, 8-10=-60, 2.9=-20 Concentrated Loads (Ib) Vert: 3= -221(F)8= -221(F) 16= -339(F)4= -126(F) 15=6(F)5= -126(F)6= -126(F) 13= -46(F)7= -126(F) 11=-339(F) 17=-126(F) 18=-126(F) 19= -126(F)20= -126(F) 21=-126(F)22=-46(F)23=-46(F)24=6(F)25=-46(F)26= 46(F)27= -46(F)28= -46(F) 3) MWFRS Wind Left. Lumber Increase=1 60, Plate Increase=1.00 Uniform Loads (pit) Vert: 1-2=53. 2-3=31, 3-8=46, 8-9=28, 9-10=20, 2.15=-12, 13-15=-42(F=-30), 9-13=-12 Horz: 1-2=-61, 2-3=-40, 8-9=36, 9-10=28 Drag: 3-4=0, 7-8=-0 Concentrated Loads (Ib) Vert: 3=178(F) 8=196(F) 16=52(F) 4=109(F) 15=3(F) 5=109(F) 6=109(F) 13=-27(F) 7=109(F) 11=82(F) 17=109(F) 18=109(F) 19=109(F) 20=109(F) 21=109(F) 22=-27(F)23=-27(F)24=3(F)25=-27(F)26=-27(F)27=-27(F)28=-27(F) 4) MWFRS Wind Right: Lumber Increase= 1.60. Plate Increase= 1.00 Uniform Loads (plf) Vert: 1-2=20, 2-3=28, 3-8=46, 8-9=31, 9-10=53, 2-15=-12,13-15=-42(F=-30)' 9-13=-12 Horz: 1-2=-28, 2-3=-36, 8-9=40, 9-10=61 Drag: 3-4=0, 7-8=-0 Concentrated Loads (lb) Vert:3=178(F)8=193(F)16=52(F)4=109(F)15=3(F)5=109(F)6=109(F)13=-27(F)7=109(F)11=82(F)17=109(F)18=109(F)19=109(F)20=109(F)21=109(F) 22=-27(F)23=-27(F)24=3(F)25=-27(F)26=-27(F)27=-27(F) 28=-27(F) 5) MWFRS 1st Wind Parallel: Lumber Increase= 1.60, Plate Increase= 1.00 Uniform Loads (plf) Vert: 1-2=68, 2-3=46, 3-8=30, 8-9=30, 9-10=22, 2-15=-12, 13-15=-42(F=-30), 9-13=-12 Horz: 1-2=-77, 2.3=-55, 8.9=38, 9-10=30 Drag- 3-4=0, 7-8=-0 Concentrated Loads (lb) Vert- 3=211(F)8=211(F)16=52(F)4=126(F)15=3(F)5=126(F)6=126(F)13=-27(F)7=126(F)11=82(F)17=126(F)18=126(F)19=126(F)20=126(F)21=126(F) 22=-27(F)23=-27(F)24=3(F)25=-27(F)26=-27(F)27=-27(F)28=-27(F) 6) MWFRS 2nd Wind Parallel: Lumber Increase=1.60, Plate Increase=1.00 Uniform Loads (plf) Vert: 1-2=22, 2-3=30, 3-8=30,8-9=46,9-10=68,2-15=-12,13-15=-42(F=-30)' 9-13=-12 Horz: 1-2=-30, 2-3=-38, 8-9=55, 9-10=77 Drag: 3-4=0, 7-8=-0 Concentrated Loads (Ib) Vert: 3=211(F)8=194(F)16=52(F)4=126(F)15=3(F)5=126(F)6=126(F)13=-27(F)7=126(F)11=82(F)17=126(F)18=126(F)19=126(F)20=126(F)21=126(F) 22=-27(F)23=-27(F)24=3(F)25=-27(F)26=-27(F)27=-27(F)28=-27(F) 7) MWFRS 3rd Wind Parallel: Lumber Increase=1.60, Plate Increase=1.00 Uniform Loads (plf) Vert: 1-2=45, 2-3=23, 3-8=16, 8-9=16, 9-10=8, 2-15=-12, 13-15=-42(F=-30), 9-13=-12 Horz: 1-2=-53, 2-3=-31, 8-9=24, 9.10=16 Drag- 3-4=0, 7-8=-0 Concentrated Loads (lb) Vert: 3=239(F) 8=239(F) 16=52(F) 4=140(F) 15=3(F) 5=140(F) 6=140(F)13= -27(F) 7=140(F) 11=82(F) 17=140(F) 18=140(F) 19=140(F) 20=140(F) 21=140(F) 22=-27(F)23=-27(F)24=3(F)25=-27(F)26=-27(F)27=-27(F)28=-27(F) 8) MWFRS 4111 Wind Parallel: Lumber Increase= 1.60, Plate Increase= 1.00 Uniform Loads (pit) Vert: 1-2=8, 2-3=16, 3-8=16, 8-9=23, 9-10=45, 2-15=-12, 13-15=-42(F=-30), 9-13=-12 Horz- 1-2=-16, 2-3=-24, 8-9=31, 9-10=53 Drag: 3-4=0, 7-8=-0 Concentrated Loads (lb) Vert, 3=239(F) 8=232(F) 16=52(F) 4=140(F) 15=3(F) 5=140(F) 6=140(F) 13=-27(F) 7=140(F) 11=82(F) 17=140(F) 18=140(F)19=140(F) 20=140(F) 21=140(F) 22=-27(F) 23=-27(F) 24=3(F) 25=-27(F) 26=-27(F) 27=-27(F) 28=-27(F) Job r Truss Truss Type I Oly Ply 1180 Model 112104 Cil JACK 6 1 TOP CHORD 2 X 4 SYP No.2D TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D Job Reference (optional) CBS B ild S I Inc 7067 Sam a Road Groveland FL 34736 -Manuel Martinez PE #47182 7 250 s Jan 28 2011 MiTek Industries. Inc Mon Jan 30-15:45:39 2012 Page 1Uesuppy. p y ID.SSLFmDOBTXvmHp NNOJBWzgAl1.OJmGtIL0710KECwm84iwJxeglt 1.4-0 1-0-0 1-4-0 1-0-0 2x4 = Scale = 1:6 0 LOADING (psf) TCLL 20.0 TCDL 10.0 BCLL 0.0 BCDL 10.0 SPACING 2-0-0 Plates Increase 1.25 Lumber Increase 1.25 Rep Stress Incr YES Code FBC2007lrP12002 CSI TC 0.13 BC 0.01 WB 0.00 Matrix) DEFL in Vert(LL) -0.00 Verl(TL) -0.00 Horz(TL) -0.00 Wind(LL) 0.00 loc) Well Ud 2 >999 240 2 >999 180 3 n/a n/a 2 "•' 180 PLATES GRIP MT20 244/190 Weight: 5 Ib FT = 20% LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (Ib/size) 2=185/0-8-0, 4=9/Mechanical, 3=-36/Mechanical Max Horz 2=65(LC 6) Max Uphft2=-190(LC 6), 3=-36(LC 1) Max Grav 2=185(LC 1), 4=18(LC 2), 3=57(LC 6) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/29,2-3=-40/28 BOT CHORD 2-4=0/0 NOTES 1) Wind: ASCE 7-05; 120mph (3 -second gust); TCDL=4.2psf; BCDL=5.8psf; h=151t; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C -C Extenor(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.00 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 190 Ib uplift at joint 2 and 36 Ib uplift at joint 3. LOAD CASE(S) Standard 12104 1 CJ3 I JACK 067 Sampey Road Groveland. FL. 34736, Manuel Martinez PE -947182•• 7.2-50 s Jan za zurl Mi 1 eK inousrnes, mc. noon .tan su ,o. I D: S5L F mDOBTXvmH p_N N OJ8 VVzgALt-OJ mGcI L0710KE Cwm84 iwJxepd 1-4-0 3-0.0 1-4-0 3-0.0 2x4 = Scale = 1:9.71 LOADING (psi) TCLL 20.0 TCDL 10.0 BCLL 00 BCDL 10.0 SPACING 2-0-0 Plates Increase 1.25 Lumber Increase 1.25 Rep Stress Incr YES Code FBC2007/TPI2002 I I CSI TC 0.17 BC 0.06 WB 0.00 Matrix) DEFL in Vert(LL) -0.00 Vert(TL) -0.01 Horz(TL) -0.00 Wind(LL) 0 00 loc) I/deft Ud 2-4 >999 240 2-4 >999 180 3 n/a n/a 2 "•' 180 PLATES GRIP MT20 244/190 Weight: 12 Ib FT = 20% LUMBER BRACING TOP CHORD 2 X 4 SYP No 2D TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins. BOT CHORD 2 X 4 SYP No 2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (Ib/size) 3=46/Mechanical, 2=236/0-8-0, 4=26/Mechanical Max Horz 2=109(LC 6) Max Uplift3=-37(LC 7), 2=-183(LC 6) Max Grav 3=46(LC 1), 2=236(LC 1), 4=52(LC 2) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/30,2-3=-48/13 BOT CHORD 2-4=0/0 NOTES 1) Wind: ASCE 7-05; 120mph (3 -second gust); TCDL=4.2pst; BCDL=5.8psf; h=1511; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C -C Exlerior(2) zone;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL=1 60 plate grip DOL=1 00 2) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrenl with any other live loads. 3) Refer to girder(s) for truss to truss connections 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 37 Ib uplift at joint 3 and 183 Ib uplift at joint 2. LOAD CASE(S) Standard 12104 1 CJ5 I JACK v 0 c.r 7067 Sampey Road Groveland, FL. 34736, Manuel Martinez PE #47182 7.250 s Jan 28 2011 MiTek Industries, Inc, Mon Jan 30 15 45.40 Z01 Z r2 ID, S5L FmDOBTXvmHp_NNOJBVVzgALt-uVKegeMeucBBrMVymD9r8BzX03Hs 1 s4zPvIYOz 1-4.05-0-0 1-4-0 5-0-0 2x4 = Scale= 1:1 LOADING (psf) TCLL 20.0 TCDL 100 BCLL 0.0 BCDL 10.0 SPACING 2.0-0 Plates Increase 1.25 Lumber Increase 1 25 Rep Stress Incr YES Code FBC2007ITP12002 CSI TC 0.22 BC 0.18 WB 0.00 Matrix) DEFL in Vert(LL) -0.02 Vert(TL) -0.06 Horz(TL) -0.00 Wind(LL) 0 00 loc) Well Ud 2-4 >999 240 2-4 >996 180 3 n/a n/a 2 "•' 180 PLATES GRIP MT20 244/190 Weight: 18 Ib FT = 20% LUMBER BRACING TOP CHORD 2 X 4 SYP No.213 TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceding directly applied or 10-0-0 oc bracing MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (Ib/size) 3=120/Mechanical, 2=302/0-8-0, 4=46/Mechanical Max Horz 2=155(LC 6) Max Uplift3=-110(LC 6), 2=-191(LC 6) Max Grav 3=120(LC 1), 2=302(LC 1), 4=92(LC 2) FORCES (Ib) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/30,2-3=-91/38 BOT CHORD 2-4=0/0 NOTES 1) Wind: ASCE 7-05; 120mph (3 -second gust), TCDL=4.2pst; BCDL=5.8psf; h=150; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C -C Exterior(2) zone;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.00 2) This truss has been designed for a 10 0 psi bottom chord live load nonconcurrent with any other live loads 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 110 Ib uplift at joint 3 and 191 Ib uplift at joint 2 LOAD CASE(S) Standard Job Truss Truss Type Oly Ply1180 Model i HJ9 MONO TRUSS 3 1 TC 0.37 112104 6-7 >999 240 MT20 244/190 TCDL 10.0 Lumber Increase 1.25 Job Reference optional) CABS Builders Supply, Inc., 7067 Sampey Road Groveland, FL. 34736, Manuel•Maninez PE #47182 7.250 s Jan 28 2011 MiTek Industries, Inc Mon Jan 30 15 45.40 2012 F' I D.S5LFmDOBTXvmHp_NNOJ8VVzgALI-uVKegeMeuc8BrMVyinD9r8BxCOzhs_B4ZPvtY( 1-10-10 5.3-0 9-10-1 1-10-10 5-3-0 4-7-1 Scale = 1.22.2 3x4 = 1.5x4 II 1 5-3-0 3.10-0 0-9-1 ' LOADING (psf) SPACING 2-0-0 CSI DEFL in loc) Well Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.37 Vert(LL) -0.05 6-7 >999 240 MT20 244/190 TCDL 10.0 Lumber Increase 1.25 BC 0.54 Ven(TL) -0.15 6-7 >776 180 BCLL 0.0 Rep Stress Incr NO WB 0.24 Horz(TL) 0.01 5 n/a n/a BCDL 10.0 Code FBC2007ITP12002 Matrix) Wind(LL) 0.06 6-7 >999 180 Weight: 41 Ib FT = 20% LUMBER BRACING TOP CHORD 2 X 4 SYP No.21) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 SYP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (Ib/size) 4=156/Mechanical, 2=491/0-11-5, 5=313/Mechanical Max Horz 2=194(LC 3) Max Uplift4=-115(LC 3), 2=-359(LC 3), 5=-97(LC 3) Max Grav4=156(LC 1), 2=491(LC 1), 5=316(LC 2) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/30, 2-8=-814/277, 8-9=-761/277, 3-9=-761/275, 3-10=-67/22, 10-11=-39/1, 4.11=-36/36 BOT CHORD 2-1 2=-35917 50, 12-13=-359/750, 7-13=-359/750, 7-14=-359/750, 6-14=-359/750, 5-6=0/0 WEBS 3-7=0/356, 3-6=-812/388 NOTES 1) Wind: ASCE 7-05; 120mph (3 -second gust); TCDL=4.2psf; BCDL=5.8psf; h=151t; Cat. It: Exp B; enclosed, MWFRS (low-rise) gable end zone; Lumber DOL=1.60 plate grip DOL=1.00 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 115 Ib uplift at joint 4, 359 Ib uplift at joint 2 and 97 Ib uplift at joint 5. 5) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 32 Ib up at 1-4-15, 32 lb up at 1-4-15, 9 Ib down and 21 Ib up at 4-2-15, 9 Ib down and 21 Ib up at 4-2-15, and 60 Ib down and 94 Ib up at 7-0-14, and 60 Ib down and 94 Ib up at 7-0-14 on top chord, and 22 Ib up at 1-4-15, 22 Ib up at 1-4-15, 12 Ib down at 4-2-15, 12 Ib down at 4-2-15, and 52 Ib down at 7-0-14, and 52 Ib down at 7-0-14 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 6) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Regular: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-60, 2-5=-20 Concentrated Loads (lb) Vert: 8=64(F=32, B=32) 9=28(F=14, B=14) 10=-120(F=-60, B=-60) 12=22(F=11, B=11) 13=-12(F=-6, B=-6) 14=-52(F=-26, B=-26) Job Truss Truss Type Qty Ply 1180 Model 12104 J7 JACK 16 1 Job Reference o bona/ CBS Builders,Supply, Inc ; 7067 Sampey Road Groveland, FL 34736, Manuel Martinez PE #47182 7 250 s Jan 28,2011 MiTek•Industries, Inc. Mon Jan 30.1545:41 2012 Page 1 ID:S5LFmDOBTXvmHp NNOJBVVzgALI-Nit0l_MGfvG2TW48GVkOOMj4vgLabU5DC3eO4Tzg808 1-40 7-0-0 1-4 0 7-0-0 Scale = 1:16.9 3 5 5.00 12 T1 2 67 B1 o. 1 2x4 = 4 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) Well Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.50 Vert(LL) -0.09 2-4 >843 240 MT20 244/190 TCDL 10.0 Lumber Increase 1.25 BC 0.37 Verl(TL) -0.23 2-4 >337 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 100 Code FBC2007ITP12002 (Matrix) Wind(LL) 0.00 2 "•' 180 Weight: 24 Ib FT = 20% LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (Ib/size) 3=186/Mechanical, 2=377/0-8-0, 4=66/Mechanical Max Horz 2=194(LC 6) Max Uplift3=-156(LC 6), 2=-211(LC 6) Max Grav 3=186(LC 1), 2=377(LC 1), 4=132(LC 2) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/30,2-5=-127/0,3-5=-108/59 BOT CHORD 2-4=0/0 NOTES 1) Wind: ASCE 7-05; 120mph (3 -second gust); TCDL=4.2psf; BCDL=5.8psf: h=151t; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C -C Exterior(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.00 2) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 156 Ib uplift at joint 3 and 211 lb uplift at joint 2 LOAD CASE(S) Standard Job Truss Truss Type Oty Ply 11180 Model 12104 VA JACK 2 1 Job Reference optional OBS Builders Supply, Inc.. 7067 Sampey Road Groveland, FL. 34736, Manuel Martinez PE #47182 7.250 s Jan 28 2011 MiTek Industries, Inc Mon Jan 30 15.45.41 2012 Page I D-S5L F mOOBTXvmHp_NNOJ8V VzgAL1-Ni101_MGfvG2TW48GVkOOMj4vgPObU5DC3e04Tzg808 1-4-07-0-0 1-4-0 7.0-0 Scale = 1:16.9 3 6 5.00 F12 o_ ri o_ T1 N 2 B1 I o t 2x4 = 5 4 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) Well L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.50 Vert(LL) -001 2-5 >999 240 MT20 244/190 TCDL 100 Lumber Increase 1 25 BC 0.12 Vert(TL) -0.02 2-5 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 10.0 Code FBC2007/TP12002 (Matrix) Wind(LL) 0.03 2-5 >999 180 Weight- 24 Ib FT = 20% LUMBER BRACING TOP CHORD 2 X 4 SYP No.213 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceding directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (Ib/size) 3=186/Mechanical, 2=343/0-8-0, 4=14/Mechanical, 5=86/0-8-0 Max Horz 2=194(LC 6) Max Uplift3=-156(LC 6), 2=-282(LC 6), 5=-33(LC 4) Max Grav 3=186(LC 1), 2=343(LC 1), 4=28(LC 2), 5=171(LC 2) FORCES (Ib) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/30,2-6=-127/0,3-6=-108/59 BOT CHORD 2-5=0/0, 4-5=0/0 NOTES 1) Wind- ASCE 7-05; 120mph (3 -second gust); TCDL=4.2psi; BCDL=5 8psf; h=15f1; Cat. II; Exp B; enclosed, MWFRS (lav -rise) gable end zone and C -C Exterior(2) zone; porch left exposed;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.00 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 156 Ib uplift at joint 3, 282 lb uplift at joint 2 and 33 Ib uplift at joint 5 LOAD CASE(S) Standard 12104 I SJ1 I MONO SCISSOR Inc., 1-4.0 1-4-0 1 0-0 3x4 Scale = 1 o LOADING (psf) TCLL 20.0 TCDL 10.0 BCLL 0.0 BCDL 10.0 SPACING 2-0-0 Plates Increase 1.25 Lumber Increase 1.25 Rep Stress Incr YES Code FBC2007/TP12002 I I CSI TC 0.12 BC 0.01 WB 0.00 Matrix) DEFL in Vert(LL) -0.00 Vert(TL) -0.00 Horz(TL) -0.00 Wind(LL) 0.00 loc) I/deft Ud 2 >999 240 2 >999 180 3 n/a n/a 2 — 180 PLATES GRIP MT20 244/190 Weight: 6 Ib FT = 20% LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.21) BOT CHORD Rigid ceiling dbWly applied or 10-0-0 oc bracing. MiTek recormnends that Stabilizers and required cross bracing be brstalled during truss erection, in accordance with Stabilizer Ins»lation guide. REACTIONS (Ib/size) 2=185/0-8-0, 4=9/Mechanical, 3=-36/Mechanical Max Horz 2=62(LC 6) Max Uplift2=-182(LC 6), 3=-36(LC 1) Max Grav2=185(LC 1), 4=18(LC 2), 3=49(LC 6) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/23,2-3=-48/28 BOT CHORD 2-4=-3/3 NOTES 1) Wind: ASCE 7-05: 120mph (3 -second gust); TCDL=4.2psf: BCDL=5.8pst: h=15ft: Cal. If: Exp B; enclosed; MWFRS ()w -rise) gable end zone and C -C Exlerior(2) zone,C-C for members and forces & MWFRS for reactions shown, Lumber DOL=1-60 plate grip DOL=1.00 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Refer to girder(s) for truss to truss connections. 4) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer shoWd verify capacity of bearing surface. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 182 Ib uplift at joint 2 and 35 Ib uplift at joint 3. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply 1180 Model 12104 S.13 MONO SCISSOR 2 1 Job Reference optional CBS Builders Supply, Inc:, 7.067 Sampey Road Groveland, FL. 34736, Manuel Martinez PE #47182 7 250 s Jan 28 2011 Mirek Industries. Inc. Mon Jan 30 15 45:42 2012 Page.1 ID:S5LFmDOBTXvmHp_NNOJ8VVzgAL1-ruROEKNuQDOv5gfLpCGdxZGKxEmeKxLNRjO cvzg807 1-4.0 3-0-0 1-4-0 3-0-0 Scale = 1:9.7 3 5.00 12 m h 2 T1 4 B1 Co U) N N QO O O Oj 1 2.50 12 3x4 LOADING (psf) SPACING 2.0-0 CSI DEFL in (loc) Well Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.17 Vert(LL) -0.00 2-4 >999 240 MT20 244/190 TCDL 10.0 Lumber Increase 1.25 BC 0.06 Vert(TL) -0.01 2-4 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 10.0 Code FBC2007/TP12002 (Matrix) Wind(LL) 0.00 2 — 180 Weight: 12 Ib FT = 20% LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling dbuectly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (Ib/size) 3=46/Mechanical, 2=236/0-8-0, 4=26/Mechanical Max Horz 2=108(LC 6) Max Uphf113=-39(LC 6), 2=-181(LC 6) Max Grav 3=46(LC 1), 2=236(LC 1), 4=52(LC 2) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/26,2-3=-50/14 BOT CHORD 2-4=-8/8 NOTES 1) Wind: ASCE 7-05; 120mph (3-second gust); TCDL=4.2psf; BCDL=5.8psf: h=15ft; Cat. It: Exp B; enclosed; MWFRS (bow-rise) gable end zone and C-C Exterior(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.00 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Refer to girder(s) for truss to truss Connections. 4) Bearing at joint(s) 2 considers parallel to gram value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 39 lb uplift at joint 3 and 181 Ib uplift at joint 2. LOAD CASE(S) Standard 1 12104 I SJ5 I MONO SCISSOR YI 0 Inc . 7067 Sampey Road Groveland, FL 34736, Manuel Martinez PE #47182 . 7 250 s Jan 28 2011 MZek Industries, Inc. noon jan au ixna.nz zui ID.S5LFmDOBTXvmHp NNOJBWzgal-ruROEKNuODOv5gfLpCGdxZGJxEklKxLNRjO 1.4-0 5-0.0 1.4-0 5-0-0 3x4 Scale = 1:13 3 C? o 6 LOADING (psi) TCLL 20.0 TCDL 10.0 BCLL 0.0 BCDL 10.0 SPACING 2-0-0 Plates Increase 1.25 Lumber Increase 1.25 Rep Stress Incr YES Code FBC2007ITP12002 CSI TC 0.23 BC 0.18 WB 0.00 Matrix) DEFL in Vert(LL) -0.02 Vert(TL) -0.06 Horz(TL) -0.00 Wind(LL) 0 00 loc) Well L/d 2-4 >999 240 2-4 >975 180 3 n/a n/a 2 "" 180 PLATES GRIP MT20 244/190 Weight: 18 Ib FT = 20% LUMBER BRACING TOP CHORD 2 X 4 SYP No.21) TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins. BOT CHORD 2 X 4 SYP No 2D BOT CHORD Rigid ceiling daectly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Instagation guide. REACTIONS (Ib/size) 3=120/Mechanical, 2=302/0-8-0, 4=46/Mechanical Max Horz 2=153(LC 6) Max Uplift3=-112(LC 6), 2=-189(LC 6) Max Grav 3=120(LC 1), 2=302(LC 1), 4=92(LC 2) FORCES (Ib) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0126.2-3=-94/39 BOT CHORD 2-4=-15/15 NOTES 1) Wind: ASCE 7-05; 120mph (3 -second gust); TCDL=4.2psf, BCDL=5.8psf, h=15ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C -C Exterior(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=4-60 plate grip DOL=1.00 2) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 3) Refer to girder(s) for truss to truss connections. 4) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 112 Ib uplift at joint 3 and 789 Ib uplift at joint 2. LOAD CASE(S) Standard 12104 ` ISJ7 (MONO SCISSOR 1 v0 ply, Inc. 7067 Sampey Road Groveland, FL. 34736, Manuel Martinez PE #47182 7.250 s Jan 28 2011 MTek.Industries, Inc. Mon Jan 30 1: ID.S5LFmDOBTXvmHp_NNOJ8V VzgALtl-J4?mSfOXBX WmigEXNwnsTnpOlel 1-4-0 7-0.0 1-4-0 7-0-0 3x4 Scale = 1.16.9 LOADING (psf) TCLL 20.0 TCDL 10.0 BCLL 0.0 BCDL 100 SPACING 2-0-0 Plates Increase 1.25 Lumber Increase 1.25 Rep Stress Incr YES Code FBC2007ITP12002 CSI TC 0.51 B,0" WB 0.00 Matrix) DEF L in Verl(LL) -0.10 Vert(TL) -0.24 Horz(TL) -0.00 Wind(LL) 0.00 loc) I/deN Ud 2-4 >826 240 2-4 >330 180 3 n/a n/a 2 "" 180 PLATES GRIP MT20 244/190 Weight: 24 Ib FT = 20% LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be iistalled during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (Ib/size) 3=186/Mechanical, 2=377/0-8-0, 4=66/Mechanical Max Horz 2=192(LC 6) Max Uplifl3=-158(LC 6), 2=-210(LC 6) Max Grav 3=186(LC 1), 2=377(LC 1), 4=132(LC 2) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/26,2-5=-131/0,3-5=-111/60 BOT CHORD 2-4=-22/22 NOTES 1) Wind: ASCE 7-05; 120mph (3 -second gust); TCDL=4.2psh BCDL=5.8psf; h=15111; Cat. II; Exp B; enclosed; MWFRS flow -rise) gable end zone and C -C Exlerior(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1-60 plate grip DOL=1.00 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrenl with any other live loads. 3) Refer to girder(s) for truss to truss connections. 4) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer shimAd verify capacity of bearing surface. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 158 lb uplift at joint 3 and 210 lb uplift al loml 2 LOAD CASE(S) Standard Job Truss Truss Type Qty Ply 11180 Model 12104 SJ9 MONO SCISSOR 1 1 TC 0.36 6-7 >999 240 MT20 244/190 TCDL 10.0 Lumber Increase 1.25 Job Reference o tional caa Q—Ida— c,, ,. I inr 7nr;7 - a-- Read rZrnvoland Fl. 34738 .Manuel Martinez PF #47182 7.250 s Jan 28 2011 MiTek Industries. Inc. Mon Jan 30 15 45:43 2012 Page -1 ID.S5LFmDOBTXvmHp NNOJ8VVzgALt-.14?mSIOXBXWmigEXNwnsTnpScevI 1-10-105-6-12 9-10-1 1.10-10 5-6-12 4-3-5 Scale = 1:23.1 3x4 = 5-6-12 3.0-9 1-2-12 ' LOADING (psi) SPACING 2-0-0 CSI DEFL in loc) Well Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.36 Veri(LL) -0.07 6-7 >999 240 MT20 244/190 TCDL 10.0 Lumber Increase 1.25 BC 0.85 Vert(TL) -0.22 6-7 >525 180 BCLL 0.0 Rep Stress Incr NO WB 0.27 Horz(TL) 0.02 5 n!a n/a BCDL 10.0 Code FBC2007/TP12002 Matrix) Wind(LL) 0.10 6-7 >999 180 Weight- 39 Ib FT = 20% LUMBER BRACING TOP CHORD 2 X 4 SYP No.21) TOP CHORD Structural wood sheathing directly applied or 5-8-15 oc purlins. BOT CHORD 2 X 4 SYP No 2D BOT CHORD Rigid ceiling directly applied or 9-0-0 oc bracing. WEBS 2 X 4 SYP No 3 MiTek reconumnds that Stabilizers and required cross bracing be bx alled during truss erection, in accordance with Stabilizer IttsIWIation guide. REACTIONS (Ib/size) 4=154/Mechanical, 2=510/0-10-9, 5=317/Mechanical Max Horz 2=192(LC 3) Max Uplift4=-112(LC 3), 2=-247(LC 3), 5=-91(LC 3) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/26, 2-8=-1259/406, 8-9=-1225/426, 3-9=-1213/430, 3-10=-62/25, 10-11=-38/3, 4-11=-35/36 BOT CHORD 2-12=-494/1174, 7-12=-486/1183,7-13=-493/1150,6-13=-484/1162,5-6=-15/46 WEBS 3-7=0/407, 3.6=-1179/493 NOTES 1) Wind: ASCE 7-05; 120mph (3 -second gust); TCDL=4.2psf; BCDL=5 8pst; h=15f1; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone, Lumber DOL=1.60 plate grip DOL=1.00 2) This truss has been designed for a 10 0 psi bottom chord live load nonconcurrent with any other live loads. 3) Refer to girder(s) for truss to truss connections. 4) Bearing a1 loinl(s) 2 considers parallel to grain value using ANSVTPI 1 angle to grain formula. Building designer shoots verify capacity of bearing surface. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 112 lb uplift at joint 4, 247 a) uplift a1 joint 2 and 91 Ib uplift at joint 5. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 45 Ib down and 32 m up at 1-4-15, 45 Ib down and 32 Ib up at 1-4-15, 7 Ib down and 24 Ib up at 4-2-15, 7 lb down and 24 lb up at 4-2-15, and £D lb down and 97 Ib up at 7-0-14, and 60 lb down and 97 Ib up at 7-0-14 on top chord, and 12 Ib down at 4-2-15, 12 Ib down at 4-2-15, and 52 Ib down at 7-0-14, and 52 Ib down at 7-0-14 on bottom chord The design/selection of such connection device(s) is the responsibility of others. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Regular: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-60, 2-5=-20 Concentrated Loads (Ib) Vert: 8=64(F=32, B=32) 9=28(F=14, B=14) 10=-120(F=-60, B=-60) 12=-12(F=-6, B=-6) 13=-52(F=-26, B=-26) Cumulative -Dlmlinsions r :-Panel;L'engi.(.feet-Triches'-sixteenths)• f•. • Slope PIafe Slie-aiid; Olilentations Overall ^Tiff s;HeighiC::,';;- S, n' Mocatlon. f' ^ : ; ' l Trosis-Span'(feeC-inchs"'slxteentFis s. R,late Offsets'` umber 0s gnd'for.Pl'ate.and• •• ' y , Code Q Top,,Chord "Bottom'Cl or& add' Web• - maximum cbmbined'stress indicies D'e.'flections (ihches). and Span to-' - Deflection• ratio*`-,= . Input Span=tq-.Deflectlon•,Ratio s ' 'MiTek•.Plate A•Ilo'wa6les,(PSI)•- j ` Lum'b'er<'Requirements' Reaction (pounds) Maximum Beailrig:Required'(inches)' Maximum• Qpllf}••and%br liorizontal` Reactidn.If App.litable : T; Required'Member Bracing• ember••Azia1-Forces ,for'boad`Case.i•. N, Notes':' _ : • Additional• loads/load Cases :It f :©; Truss Weight M ti3klndustries;,Inc., 14515; North Outer, forty,Drlve, tSLiite.30U Chesterfield, M0/6301-7-046: 314)434=1200+hone ' VffYl WtilT111:GO1Y1: '' „. -. ' • t;' Job Tnrsa TruesT)99 MT& Web Sde WE8 SITE ROOF 1 ROOF TRUSS jQtTj4y 13 1 IATek Engineering Drawing Enpsined Job Reference 'anal MIT vsbks. 6x., Che4pagd. MO 83017,CWn Oeen 6.000 a Feb 162004 MITek tnduslriea, Int. Feb 1815:0536 2004Pape 1 a I e60 rl.i.rl I is" ( N. I&A 1 3444 ]O•M F 132,00 0d 6114 !rr•13 3.10 3.161 5.1.12 660 2404i.r r4 e S iQ Ir lage 4ee. 3 ( Itr 3 •7 eNld3)u ' 541(030•= dIex1eS1 , Iru Sr• ad wo 14.0.0 s4o 240 tb4 240 344 e40 Plate Offsets x Y 2:48 8 0 410 8'0&8.0 410 11:02 14:0.2 8 E . LOADING (Dsp SPACING 2.0-0 CSI OEFL In (loc) Well Ud PLA GRIPTCLL30.0 Plates Inaleuise 1.15, TC G.38 Vert(LL -0.21 12-13 >999 240 MT20 • 2141190 TCOL 10.0 Uanberincnetue 1.15 BC 0.57 VeVL) -0.5212-13 >688 180 MT/81/143SCLL0.0 Rep Stress Inv YES: " - WB 0.56 Horz(TL) 0.21 8 n/e Na SCOL 100 Code 1810200(UTP12002 (Matrix) SM Waght 182 lb LUMBER BRACING TOP CHORD 2 X 4 SYP N0.2 TOP CHORDrd sfiShKtnlWOW directly applied a 35.14 OC80TCHORD2X4SYPNo.2 puidna. WEBS 2 X 4 SYP N0.3 BOT CHORD Rg10 OWN dirWUY eppied or 10.0.0 cc bredng. REACTIONS (b/*e) 2-1657 1657X)-3-8 Max Horz2=183(Iosd,Case 4) Max Upfift2=101(6o;ad case 5), 8=101(bad case 6) FORCES .(b)- Me36iltan CarnpresslorNa*nuln Tension ' TOP CHORD 1-2=0170.2-3--2712Q6, 3.4=-27Z9t53. 42715/184.5.6=-2715/104.6.7=-2759fZ9. 72712 27.6-9=WM BOTCHORD 2.15=787314, 14-15=-8T/2311. 13-14=SfJ1703, 12-13=0(1401. 11-12=0/1703. 1411=0/1311, 8.10=042314 WEBS 3.15=0(197, 3.14=-1521/45.3.13=41884, 4.13=ZI.r41172. 513=-156!1578.512=103(1578. 6.12-X541172 7-12=0884,7-11=-152110,7-10=0!197 NOTES 8T'aT1) UlAbdenced rod rive loads have been oonsldered for Cis design. Wind: ASCE 7-98: 90mph: h=2542 TC0L=6.0psf: 8C0L=6.0pst Category II: Exp S: endosed: MWFRS gable and zoncendever left and (19MM exposed : end verbcel left and right a vosed: Limber DOL- plate gM DOL=1.33. 3) e: TNS truss has been designed lora 10.0 boeorn dgrd We badpsl nornco ncvmenl with any oew live bads,j 4) All plates are MT20 plates Iriess oeterwlse, indicated 5) TNs buss requires inspedbn C(, lplatepertheTooMCantMWWwhenCussisbisdrownforqualityassurance Inspection,`c4 6) One RT -7 USP oav>ertors report mended to rnlrnetl truss to bearing wells due to uplift at jt(s) 2 and 8 , • ` LOAD CASES) Standard4lly^g io a SAMPLE: NOT FOR PRODUCTION Cumulative•Dimensions: sem,-- .°%•• , -.:.;.-• l:L .. :'-:`:.'`, :'.": J..• -• . ... :.d • . -. : : ,Pan e.,Length;.(.feet=inches-sixteenth`s)' P,re=splice ;fade' plate Platel.Siie. andvOrietitatij^ ons, TrussrDepth' = ' - - ' - 014 ! -•,' •-''-'e• --•. '_i•. . .',.' •• r'r r. Zearing,kocaff6h,;' «;tr -..:..-••'' Truss;Span,(feet=-•inches=siicteenths, : PIate Q:ffs' r Design, Loadin PSF)l'"' .. S•pacing*gO:C. 4(.feet; lhfJ s= s' `li 50 TYPICAL GABLE END DETAIL TYPICAL 17IA60N& (FACE AffACl-ft7 f0 VE01CAI. - 5EE fADLE FOD MAXIMUM If IGNf5 All Draclnq to be a Minimum 5PF Stud Grade or Defter TYPICAL GABLE END MINIMUM GRADE OF LUMBER TOP CHORD (2x4): NO 2 5YP BOT CHORD (Zx4): NO 2 5YP WEDS (2x4)- NO 3 S'A'P 2) CONLIEGTOR PLATES MINIMUM 1) 20 GAUGE AT EVERY JOINT J i TYPICAL LOADING (P S.F.) TYPICAL IX4 O 2X4 "L" MWE, (IF APPLICABLE), NAILE19 T VEt?f1CAL- 5EE LADLE FOR MAX. K16W5 7C12 MAfCK5 MON Exterlcr Grade Svathlrq Al Ix4 R 2x4 J -WED A5 MOU IT19 L" BRACE DETAIL NOTE 1) USE 8d GUN NAILS AT 4" O G FOR 1x4 AND 106 AT 4" O.C. FOR 2x4 2) IF STRUCTURAL SHEATHING 15 USED ON THE FACE OF GABLE THE E1.I6INEER OF RECORD MAY DEEM L -BRACING UNNECESSARY TILE: SHINGLES - TOP LIVE LOAD: 20 20 TOP DEAD LOAD: 15 7 BOTTOM DEAD LOAD, 10 10 TOTAL: 45 37 STRE55 INC. 125 1.25 TYPICAL IX4 O 2X4 "L" MWE, (IF APPLICABLE), NAILE19 T VEt?f1CAL- 5EE LADLE FOR MAX. K16W5 7C12 MAfCK5 MON Exterlcr Grade Svathlrq Al Ix4 R 2x4 J -WED A5 MOU IT19 L" BRACE DETAIL NOTE 1) USE 8d GUN NAILS AT 4" O G FOR 1x4 AND 106 AT 4" O.C. FOR 2x4 2) IF STRUCTURAL SHEATHING 15 USED ON THE FACE OF GABLE THE E1.I6INEER OF RECORD MAY DEEM L -BRACING UNNECESSARY Builders SupplyCBSInc. vv -,- ....J L,,,w... VL- Liu IVIiAAIIVIUIVI I -ILIUM 1 1 HDLt WIND VELOCITY - 120 M PH SPACING OF VERTICALS MAX. LENGTH NO BRACE MAX. LENGTH 1x4 DRACE MAX. LENGTH Zx4 BRACE' MAX. LENGTH 2x6 DRACE 12.. 4.2.. 6.11.. 81Q" 13101, 16" 3.10.. 5.11.. 7.10.. 12.3.. 24" 3'4" 4.10.. 6'5" 10.0.. Builders SupplyCBSInc. vv -,- ....J L,,,w... VL- Liu REPAIR FOR BROKEN WEB/CHORD PEPAII?- (REF. NG)5-cil) 1) SHORE TRU55 TO PROPER LEVEL 2) REALIGN BROKEN WED 3) APPLY APPROPRIATE 5GAD AND NAILING A5 INDICATED IN TADLE BELOW: 56AD SHALL DE OF THE 5AME 51ZE. GRADE. AND SFECIE5 A5 THE WED ME.MDER (U.N.O ) OR DET TER ALL NAIL VALUES ARE DASED UPON PNEUMATIC DRIVEN lOd GUN NAILS AND 5 Y.P. LUMDF_R NOTE' NAILS SHALL DE D15TRIDUTE0 50 THAT THE END DISTANCE. EDGE 015TANGE. AND SPACING WILL AVOID UNUSUAL SPLITTING OF THE WOOD, UIHL N H I L 110d GUN) I.HUKU/Wtb FORCE ILBF) MIN SL.Htf" LENGTH !FT.) 7 7140 20" 9 918- 2'-6' I I 1122& 3*0" 13 1326- 3"6" 15 1530' 4'0" 17 1734- 4'6 19 1938& 5'0' 23 2345 5'6" 25 2550- 6'0" 27 2754 & 6'6" 29 2958- 7'0" 31 3162& 7'6 33 3366 8'0' 35 3570, 8'6" 37 3377P. 9.0.. 39 3973, 9'6" 4 I L4182& 10'0" 43 4386& 10'6" 45 4590& 47 47914 1 1 6 49 4998& Builders SupplyCBSInc. NOTE 5GAD DOTH 51DE5. 5AME 51ZE c SFEGIE5 OF WED/CHORD. TOTAL NAILS INCLUDE DOTH 5CAD5. 5TRE55 INCREASE = 1.14 OR 102#/NAIL. 1/ 2 MIN.LENGIN NAJLE12 T UNPAMAGEP 5ECflON 9E, T *E°* NOtE VCLOW 13KAK INCREA5E MIN.LENGTH AS REO'D TO HAVE 1/2 LENGTH NAILED INTO UNDAMAGED SECTION EPRESENT5 THE TOTAL NUMBER OF NAILS REQUIRED FOR 5CAD5 ON DOTH 51DE5, NAIL5 SHALL DE EVENLY DIVIDED BETWEEN DOTH 5CAB5 AND ON EACH 51DE OF DREAK Truss Plant: 7067 Sampey Rd. - Grovcland. Fl. 34736 Phone: 352-429.3760 Fax: 352-429.8219 Manuel Martinez, P.E. FLORIDA REGISTERED ENGINEER LICENSE # PE 47182 WEB (L & T) BRACING RECOMMENDATIONS 11 IOd GUN NAIL5 C. L -we W>;6 \/ L -BRACE SECTION TYPICAL T -BRACING NOTE T_wKe WEa T -BRACE SECTION 1) T-OPAGING TO DE USED WHEN GOINITINUOU5 LATEPAL DPAGII\IG 15 IMPRACTICAL. T-DP,ACE MIDST GOVEP, q0% OF WED LENGTH 2) L-DPP.CE CONF16UPATION MA't DE USED IN LIEU OF T-DP.Ai,E 5) MATEPIAL SHALL DE 5PF OF 5YP C,PADED LUMDEP, IVIVIIYV VIG-L- IPYL7LL PER SPECIFIED CONTINUOUS ROWS OF LATERAL BRACING IN TRUSS ENGINEERING) ONE -PLY TRUSS TWO-PLY TRUSS WEB SIZE 1 ROW 2 ROWS 1 ROW 2 ROWS 2-.(3 Ix4 I 2x4 2:.4 2•, 4w 2x4 Ix 2:.4 7,•,4 2x4 2'..6 IM6 2--6 dry 2::5 2::8 2x8 2x.5 2:<8 2x3 Builders SupplyCBSInc. Truss Plam:• 7067 Sampey Rd - Groveland, Fl, 34736 Phone. 352-439-3760 Fax. 352429-8219 FLORIDA .REGISTERED-ENGJNEER LC`. # u PE14718 3s — JIM z a s_ pJ PJN d^ CAa 0 J s CD A u5P 8T CONDITION 91: STRAP 15 0" TO 3/8" AWAY FROM EDGE OF TP.USci. I REPAIR: rJ0 REPAIR NFGE55AP,Y II CONDITION STRAP 15 i/8"" f0 1-114"' AWAY FROM 1 ave I u EDGE OF TRU55. b REPAIR: PLACE MAXIMUM Zx4 DLOGK 6ETWEEN TRU55 AND 5TP.AP. BEND PER DETAIL 51RAP AND NAIL 7-I0cd CONDITION#3: STRAP IS MOPE THAN 1-I/2" AWAY FROM EDGE OF TRU55. REPAIR: PER DETAIL SHOWN U51N6 USP RT18T r ANCHORED TO WALL WITH (3) 114"xZ•I/4" MIN.) TAP-GON5 AND NAILED TO TR.U55 0 WITH 7-IOd MAXIMUM 1200 LD5. UPLIFT I_ D 9 C 5) 1/ 4" X 2.1/ 4" IPJ' -CONS mn w 3 STANDARD REPAIRS FOR STRAP MISALIGNMENT It -4 cu V M aAPPLIE5 TO MULTIPLES ANO GON5EGUTIV'E TRU55E5. AND MAY DE U5E0 ON EITHER SIDE OF WALL. mmm A0'4 mv NZfn 7 Z m m WEB LATERAL BRACING RECOMMENDATIONS TYPE 6LAGIf lGC pIP,L C \ t•AATEI. I A I N4 #2 5TD CON'^T (SPF. OF. HF. 0" tF) 2x3 3 cT!?. GOI Jc T (SPF. OF HF. 0' 5'(F) 2>-4 #3 5TD. ;ONST (SPF. OF. HF. 01' 5'(P) L) 2x #3 5TD. C01,15T (SP -r-. OF, HF. Of: 5'(P) LUNG (X -PULING) IOd GUN NAIL5 5EE NClt5 4 ANI7 5) M55 we 13 MEMIX'6 EB BRACING GENERAL NOTES II THE DIAGONAL BRACING Ix— BRACING) TRANSFER THE CUMLATIVE LATERAL BRACE FORCES INTO THE ROOF AND/OR CEILING OIAFHRAGN No ADDITIONAL LATERAL FORCE HAS BEEN ADDED FOR WIND 2) THESE DIAPHRAGM CALCULATIONS ARE BASED ON THE LATERAL BP l1:E CFIRRYIMG 2Z OF THE WEB FORCE 31 DIAGONAL BRACING MAIEP.iAL MUST BE THE SANC SIZE RM GRADE 10P 2ETIEF, A•. THE LATERAL BRACING MATERIAL FIND SHALL EE NP:LED AT EPCH E11D AND EACH INTERMEDIATE TRUSS WITH lil IOd 0.94 NAIL. t-:1 10c GDW IOR.7 F.v 2r6 DIAGONALS) ul CONNECT LATERAL BRACE TO EACH TRUSS WITH Q, IOd GUN NAIL_ 10 KIJ GUN NAILS FOR 216 LATERAL BRACES) 5) THE IOd NAILS SPECIFIED 'HODLD BE 30" LONG AND 131' IN DIAMETER 6) LATERAL BP.ACR!G .HOIJLD BE CONTINUOUS P.I•!D SHOULD OVERLAP AT LEAST ONE TRUSS SPACE FOP CONTIwUlT'I T FOR ADDITIONAL GUIDANCE REGARDING DESIGN AND IN.TALL TP3N elf TRUSS BRACING. REFER TO BCS) -BI SUMMAP,, SHEET 8) SEE SEPARATE TRUSS ENGINEERING FOR WEB FOR):E. x!/141 rULLCV D 1 (, VIy1•JCC.I IVI`I MA.X. FOI?CES FP,OM MITEK DETA!L % LC•1-001-0301-'13 Builders SupplyCBSInc. Truss Plant, 7067 Sampey Rd. - Groveland, FI 34736 Phone- 352-429-3760 Fac: 352.429-3219 Manuel MaF4inez;I1P„.; FLORIDA RE11ER 6 61)IEEF LICFN NO.47i82 STA T C U is HH X, 111111.1 14Lb FIJKUL (Lb' -\ J" I 24" Ohl CENTEP 43" 01\1 CENTER 72" 01\1 CEra'r[ BR,=,E BRACING MATERIAL F,i PE BR.ACIRIG MATERIAL TYPE DI?AGII`IC, MA i T) PE BP.'I :17E e, r. 1 D A D c P c D 10-01. 4600 ' 4600 4t -,C,0 I V100 ' 1344 4500 ' 46,00 ' SgOr? ' 4034 x5332 12--o" 3142 ' 3142 ' 3q42 ' 5C114 1344 30142 ' A42 ' 51.114 ' 51'142 ' 51114 ' 14'-r7" 3450 ' 3450 3450 5175 1344 3450 ' 3450 5175 3450 5175 16'-0" 3066 ' 3066 ' 3066 ' 4600 ' 1344 3066 ' 3066 ' 4600 ' 3066 ' 460r.7 ' 2760 2760 2760 4140 1344 27r,c1 2760 4140 2760 4140 20'-0" 250c ' 2501.1 ' 2701.1 17,763 1344 1 2501.1 ' 2-30q ' 3765 ' 250C ' 5763 ' x!/141 rULLCV D 1 (, VIy1•JCC.I IVI`I MA.X. FOI?CES FP,OM MITEK DETA!L % LC•1-001-0301-'13 Builders SupplyCBSInc. Truss Plant, 7067 Sampey Rd. - Groveland, FI 34736 Phone- 352-429-3760 Fac: 352.429-3219 Manuel MaF4inez;I1P„.; FLORIDA RE11ER 6 61)IEEF LICFN NO.47i82 STA T C U is TYPICAL CORNER SET INSTALLATION 12 (2) IOd NAIL5 0 1 1 VARIES0IOpnONAL 5055R5130f10M Cow 2) IOdNAILS L TYPICAL OPEN JACK (CJ'5) OP (EJ'5) 01A VARIES 1EACH 90E 5 OPiIONN.1NEf3 CONFIGUI MON L(2) IOd NA1L5 EACH 5117E TYPICAL COPNEP JACK (HJ) OP110NAL M[3 CONFIGURAnON IZ 0 (3) IOd NAILS VARIES EACH od 2) 10d NAIL5 EACH WE NOTE- 0 PLATES SHOWN ARE MINIMUM 51ZE. Zo GAUGE T Ru55 CONNECTOR MC& 50550P5 COPNEP JACK (HJ) 61,155ET5 ATTACHED TO EACH JOINT. 00TH FACES. MINIMUM GRADE OF LUMBERE J () EJ ( #)' TOP CHORD (2x-). N0. 2ND SYP' i DOTTOM CHORD (2x-)- NO 3ND 5YP CJ( #) WEDS (2x-): NO. 3 SYP EXCEPT #3 5YP CHORD 5' SPAN C_K #) CONNEC110H 17EfA1L TYPICAL LOADING (P.S.F.) u u (2) I0dGUNNAJL5 TILE:SHINGLES: . '-j_ " v = FOP EACH LOCA1>ON TOP LIVE LOAD- 20 20 OF SHOWN TOP DEAD LOAD: 15 7 DOTTOM DEAD LOAD: 10 10 1 TOTAL. 45 37 STIZE55 INC. 1.25 1.25 WIND DE516N• MAX. 120 MPH PER TWICAL COUP 5Ef LAYOUT ASCE 7-02 Manuel Martinez, P.E. Builders FLORIDA REGISTERED ENGINEER Supply LICENSE # PE 47182CBSInc. Truss Plant: 7067 Sampey Rd. -Grove land, Fl. 34736 Phone: 332-429.3760 Fax: 352-429.8219 TYPICAL PIGGYBACK ATTACHMENT DETAIL 20 PUkLIN5 - At 48" O.C. SHIM FOP FLU COWAU 5EE N09 # 3C 5eE NCNE #1 5EE NOTE # 36 PIGGYf3 T>?IJ55 5EE NOTE 442P 5EE NOTE # 2A INTEWACE \ INTEt ACE 5EE NONE # 2A \_5EE NOTE #5A / 6 55- TYPICAL LOADING (P.c)f ) TILE SHINGLES TOP LIVE LOAD. 20 20 TOP DEAD LOAD: 15 7 BOTTOM DEAD LOAD- 10 10 TOTAL. 45 37 5 T RE 55 INC. 1.25 125 WIND OE5161\1: MAX 140 MPH PER A5CE 7-CI8 NnTF II 2x4 PURLINS ON FLAT TOP CHORD SECTION OF DA5E TRU55 AT ALL JOINT5. NOT TO EXCEED 4'-0" O.G. OP, THE MAXIMUM ALLOWABLE PURLIN SPAGING OF BA5E TRU55- (SEE aASE TRU55 ENGINEERING FOP MAX. SPACING) ATTACH PURLINS TO TOP CHORD OF BASE TRU55 WITH MIN. 2 EA IOCI NAIL5 21 IF 5HEATHIN6 DOES NOT OVERLAP PIGGYDACK / 6ASE TRU55 INTERFACE DY AT LEAST 12" ATTACH PIGGY I5ACK U51N6 ONE OF THE FOLLOWING: p- 1-1/4" X 12" 20 GAUGE STRAP (USP # LSTA-12 OR EOUIVALENT) TO ONE SIDE OF TRU55 CENTERED ON INTERFACE WITH MIN 5 EA. 80 NAIL5 EACH SIDE OF INTERFACE. b- 2 X 4 X 4'-0" GRADED SGAD TO ONE 51DE OF TRU55 GENTERED ON INTERFACE WITH MIN. 10d NAIL5 STA66EP,ED 3" O.G. FULL LENGTH OF SCAD: C, 6" X 8" NOM 1/2" STRUCTURAL 5HEATHIN6 6U55ET PLATE TO DOTH SIDES OF TRU55 CENTERED ON INTERFACE WITH MIN. 5 EA 8d NAIL5 EACH SIDE OF INTERFACE. 31 FOR PI66YDAGK5 OVER 16'-0" IN LENGTH USE ONE OF THE FOLLOWING IN ADDITION TO THE ABOVE REQUIREMENTS o- ATTACH MITEK 18 go 7H HAMMER ON PLATE5 ON EACH SIDE OF TRU55 AT EACH BASE TRU55 JOINT: b USP FRAMING ANCHOR HCDP OR 51MPS0N H 25. ONE CONNECTED TO PIGGYBACK AND PURLIN. AND ONE CONNECTED TO PURLIN AND BASE TRU55 STARTING AT MIDDLE OF PI66Y6ACK AND EVERY OTHER PURLIN. c 6" X8" 1/2" STRUCTURAL 5HEATHIN6 6U55ET PLATE AT EACH BASE TRU55 JOINT. DOTH 51DE5 OF T?,U55. U51NG MIN 3 EACH 6d NAIL5 EACH CHORD- (TOTAL 12 NAIL5) Builders SupplyCBSInc. Truss Plant: 7067 Sampey Rd. - Groveland, FI. 34736 Phone: 352-429-3760 Fax: 352.429.8219 Manuel Martinez, P.E. FLORIDA REGISTERED ENGINEER LICENSE # PE 47182 fi 41 c' N N 7 VO V cn 3 o m 00A CL U) v a CC W N JLNlO W V07O TdX WUtN A Np mN m r- 0O D Zmm mcn9 m m M m v OP mm N Z IllO z Z m m GENERAL VALLEY NOTES: 1) RAFTERS TO BE 2x4 SPACED 24" O.C. UP TO 8', USE 2x6 UP TO 12' LENGTH. 2) RAFTER LENGTHS (FROM RIDGE TO CLEAT) OVER 12'-0" TO HAVE (2x4) COLLAR TIE, OR KICKER; AT 1/2 RAFTER SPAN (UP TO 24'-0" MAX RAFTER LENGTH). 3) RIDGE BOARD SHALL BE 2x6 MIN. FOR 2X4 RAFTERS, & 2X8 MIN. FOR 2X6 RAFTERS. 4) ATTACH RAFTERS 4' OR LONGER TO RIDGE BOARD AND CLEAT USING (1) USP H2.5A CONNECTOR, NAILED 8-8d, ALL OTHERS TOENAIL WITH 10d. 5) ALL CONVENTIONAL FRAMING LUMBER SHALL BE SPF STUD GRADE OR BETTER. COLLAR TIE (AS REQUIRED SEE GENERAL VALLEY NO:eES). HUGHES HUS -26 FASTENED TO 1) USP H2.5A AT END OF PEAK OF PREVIOUS TRUSS. EACH FRAMING MEMBER. TRUSSES BELOW SEE VALLEY NOTE #4.) F7%l0dGUN CH END. 2-2x4) CLEAT UNDER VALLEY FRAMIN ANCHOR O EACH TRUSS BELOW WITH (4 10d NAILS FOR VALLEY RAFTERS UNDER 6' AND LESS. OVER 6' USE USP H2.5A CLIPS. IF CLEAT IS OVER SHEATHING AND VALLEY RAFTER IS OVER 6', USE (1) 3/8" x 4" LAG SCREW WITH 1" WASHER PER CLEAT, OR CUT SLOT AND BEND USP RT12F OR EQUAL AROUND TRUSS BELOW, SPACED (3) TRUSSES MAXIMUM U 4 SEPT. 25.20061 STAPLE CONNECTION DETAIL CBS Builders Supply, Inc. Truss Plant Division 7067 Sampey Road Groveland, FL 34736 NOTES: 1.STAPLES SHALL BE DRIVEN PERPENDICULAR TO MEMBERS TO ONE FACE ALONG SCARF AS SHOWN. STARTED 1" FROM EACH ENDS OF SCARF. 2.THE END DISTANCE. EDGE DISTANCE, AND SPACING OF STAPLES SHALL BE SUCH AS TO AVOID UNUSUAL SPLITTING OF THE WOOD. INIMUM STAPLES VEN SPACING SIDE VIEW VIEWS SHOWN ARE FOR ILLUSTRATION PURPOSES ONLY IINIMUM STAPLES VEN SPACING ALTERNATE CONNECTION DETAIL* IN LIEU OF A PAIR OF METAL CONNECTOR PLATES. STANDARD 1 JACK & #3JACK Office: 352-429-3760 Fax: 352-429-8219 Manuel Martinez P.E. FL 47182 STAPLE LATERAL LOAD VALUES FOR S1/2 LUMBER OR BETTER CAGE DIAMETER. IN INCHES WHIMUM PENETRATION INCHES LOAD (Ibf) 14 0.080 1 37 15 0.072 1 32 16 0.0625 1 26 ALTERNATE CONNECTION DETAIL* IN LIEU OF A PAIR OF METAL CONNECTOR PLATES. STANDARD 1 JACK & #3JACK Office: 352-429-3760 Fax: 352-429-8219 Manuel Martinez P.E. FL 47182 a EIVED JUN 18 2012 CITY OF SANFORD BY BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: Documented Construction Value: S o 00 Job Address: JZJ! if AFW A/ AMR&Adr Historic District: Yes Nog Q, Parcel ID: Zoning: t%%r• 2. P 6' Description of Work:LDA/('D.dln'ewr QIc .¢ /1/A//Quy w AW'da ' Plan Review Contact Person: AR.4/Vmi.1' l !2664C Title: Phone: !& 7- 2 !O 6 S 93 Fax: g27_ 340 AO 7 E-mail: FLoR,r G'C ia G/1,4,'L .moo/ J Property Owner Information Name CY/VTAZA CeLuMAI street: ,gilt Aria ' dv. City, State Zip: .fdwrwab 77/ _ Phone: Resident of property? : Contractor Information Name FR_ai QAt ACi Phone: qa7- Z/D 6 S4i3 street: 4700 .&,-AU y;A tiLy. _ 49 17C Fax: 3Va l4_SirL- City, State Zip: 01C.4"lQa P4 2'2- State License No.: COC SSD //O 8p Architect/Engineer Information Name: ,,Amr6iL AurtOL.S Street: 6 o3 P&Wr Srrterb'T City, St, Zip: . 67L 31174 4 Bonding Company: Address: Phone: yO 7.. S66 D 2 Op Fax: E-mail: PAW& jdWIEul.A,wre 4" o 4`Ar6'.f . Corl Mortgage Lender: Address: PERMIT INFORMATION Building Permit O Square Footage: Construction Type: No. of Stories: No. of Dwelling Units: Flood Zone: Electrical D New Service - No. of AMPS: Mechanical O (Duct layout required for new systems) Plumbing D New Construction - No. of Fixtures: Fire Sprinkler/Alarm D No. of beads: 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. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. 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. The City of Sanfort requires payment of a plan review fee. A copy of the executed contract is required in order to calculate a plan review charge. If the executed contract is not submitted, we reserve the right to calculate the plan review fee based on past permit activity levels. Should calculated charges exceed the documented construction value when the executed contract is submitted, credit will be applied toyour permit fees when the permit is released. ' / ,J Signature of Owner/Agent Date ure ontractor/Ag Date Print Owner/Agent's Name Signature of Notary -State of Florida Date Owner/Agent is Personally Known to Me or Produced I D Type of I D APPROVALS: ZONING: UTILITIES: ENGINEERING: COMMENTS: Rev 11.08 FIRE: Print Contractor/Agent's Name Signature f ota -State of Florida Date e•; DEBBIE BLANTON Notary Public •Slate of FloridaMyComm. Expir o••, Fo<<o?. es Feb 25. 2015Commission # EE 60182Bondediuho Contractor g lkir04vrn. Mg pr Produced ID Type of ID r L S/•l3 WASTE WATER: BUILDING: LIMITED POWER OF ATTORNEY Altamonte Springs, Casselberry, Lake Mary, Longwood, Sanford, Seminole County, Winter Springs Date: & -14 — i Z I hereby name and appoint: < e --t k -\ YOfLIL an agent of: NC . to be my lawful attomey-in- fact to act for me to apply for, receipt for, sign for and do all things necessary to this appointment for (check only one option): All permits and applications submitted by this contractor. J The specific permit and application for work located at: Street Address) Expiration Date for This Limited Power of Attorney: License Holder Name: M i SR E L Go m E 2 State License Number: Signature of License H 57AlItUF FLUKIUA COUNTY OF Flo r% d 4 - The foregoing instrument was acknowledged before me this /q day of Tun e 200 2 , by M S4c/ 6 or" a L, /. 4*d Vecama who is ? personally known to me or ? who has produced identification and who did (did not) take an oath. Notary Seal) IRMA L. URQl1ioLA Commission # EE 0948pg3ExpresMay16,201s 00*dRouTMYFab ftM"8WV5.701p Rev. 3/27/07) Signatur Print or type name Notary Public - State of Commission No. -5-1&-/S My Commission Expires: LEE G 9V d'Op as ELECTRIC of Central Florida. Inc. Residential — Commercial Wiring and Lighting 6923 Narcoossee Road, Suite 609, Orlando, FL 32822 Phone: 321-228-2832 — Fax: 407-277-7222 E-mail: mmelectricna,mmelectriccfl.com To: Sovanic, Inc. Attn: Francois L. Dionisi 4700 Millenia Blvd, Ste 175 Orlando, Florida 32839 Ph: 407.926.4157 Fax: 1888-340-1645 E mail: floridagc@)gmail.com PROPOSAL License #EC13004854 Date: March 20, 2012 Proposal ii: 4654 Job Name: 1180 Model 814 Pecan Avenue Sanford, Florida We hereby propose to furnish labor, materials, tools, equipment, and transportation for the following electrical installation: Description of work: Provide a complete electrical installation per electrical drawings noted below. Documents used in preparation of this proposal: Electrical drawings design by Bumpus & Associates. Drawings include Sheet 6.1 dated 01/22/2012. No provisions have been included in this proposal for design errors or omissions unless otherwise noted herewith. Qualifications and Clarifications: Inclusions: Permit fees, inspections, approvals, and tests; Commissioning, start-up, and owner/operator instructions; Equipments identification and labeling for work described above; Temporary power pole; Receptacles and switches by print and code; Pre wire and installation for all light fixtures and ceiling fans by print. Supplied by others; Pre wire for all equipments and motor disconnects by print. (Supplied by others); 150 Amps, 120/240V electrical service and panels; Provide receptacle for septic tank; All switch device are Decora. White in color; All receptacle device are duplex, White in color; Prewire for TV, Pone Jacks, Door Bell, and Garage Door. AIII work shall be completed in workmanlike manner, according with standard practice and compliance with local and national electrical codes. All work is guaranteed for a period of one year from our final completion. Repairs to defective workmanship and/or materials within this period will be made at no cost to the owner. This warranty excludes reused products, lamps, items furnished by others, unautorized service or negligent care. All agreements contingent upon, strikes, accidents or delays beyond our control. Owner must carry (fire, tornado, and other) any necessary insurance. Our workers are fully covered by Workman's Compensation Insurance. M&M Electric of Central Florida Inc. Residential — Commercial Wiring and Lighting ELECTRIC PROPOSALofCentralFlorida, Inc. Residential — Commercial Wiring and Lighting License #EC13004854 6923 Narcoossee Road, Suite 609, Orlando, FL 32822 Date: March 20, 2012 Phone: 321-228-2832 — Fax: 407-277-7222 Proposal #: 4654 E-mail: mmelectricAmmelectricctl.com The price for which we offer to perform described work, which includes sales tax and the breakdown in attached schedule is for the sum of: Electrical Base Bid: $4,950.00 **(Payable on the following terns: T -Pole 20%, Rough -in 45%, Finish 35%). M&M Electric excludes: Normal maintenance including but not limited to: cleaning, torque, and tightening; Patching and painting of finished surfaces; Furnishing of bid, performance and payment bonds; Secondary feeder; Site utilities; Venting; Access Panel; Bathroom fans, Garbage disposals, and any other motors furnished and installed by others; All bathroom facilities as required by OSHA, provided by others; Light fixtures and ceiling fans cost. Payments are due at completion of each stage. An APR of 10% will be charged to past due accounts. M & CTRIC OF CENTRAL FLORIDA By: I Gomez President This price is valid for 30 days. I have read and agree with the above terns. My signature below will constitute a contract for this work. Authorized Signature) Name & Title) Date) M&M Electric of Central Florida Inc. Residential — Commercial Wiring and Lighting Jul 0512 03:11 p ABCOOL V!/US/2022 THU 12:53 PAX 4072900456 p.1 1&001/002 CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION o° yq Application NO: c 6 0 Documented Construction Value: Sdo AQ* Job Address: I i C [ f-} Historic District: Yes No Parcel ID: 25 -19 -3D-5AI -/DI 4 -OI 10 Zoning: Description of Work: Plan Review Contact Person: Phone: Fax: E-mail: Title: Property Owner Information. Name D (1f1 G I.L Phone: Street: 0 hA e %a V--) P1.7 Resident of property? City, State Zip: le C_-_Cl CYPM1 L-2,; 177 Contractor Information r' _ Mame4(_Dfit AL -t- tk' . A! Phone: Street: ` r S Fax:L.AC-1 290 04-5 City, State Zip: _E)Cl- O r -L 2xQ4K:26 State License No.: rA • DS(r, M!4 Name: Street: City, St, Zip: Bonding Company: Address: Architect/Engineer Information Phone: Fax: E-mail: _ Mortgage Lender: Address PERMIT INFORMATION Building Permit © Square Footage: Construction Type: No. of Dwelling Units: Flood Zone: Electrical O New Service - No. of AMPS: Mechanical y (Duct layout required for new systems) V09- / / 4 C) -,.O No. of Stories: Plumbing O New Construction - No. of Futures: Fire Sprinkler/Alarm D No. of heads: Od Jul 0512 03:11 p ABCOOL 4072900456 p.2 07/05/2012 THU 12:53 PAZ -""I I "' ' tQJ002/00Z I 4% 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. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. 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 -o 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. The City of Sanford requires payment of a plan review fee. A copy of the executed contract is required in order to calculate a plan review charge. If the executed contract is not submitted, we reserve the right to calculate the plan review fee based on past permit activity levels. Should calculated charges exceed the documented construction value when the executed contract is submitted, credit will be applied to your permit fees when the permit is released. n signature of Ownaftc-ar Date Print owncr/Agent's Name Signawrt of Netary-State of Florida Date Owner/Agent :s Personally Known :o Me or Produced ID Type of ID APPROVALS: ZONING: ENGINEERING: COMMENTS: Rev )1..08 Sigumure otContractor/A Data UC16tr C -10'.-V v 6 Print Conthaor/Aeent's Name Signaturc of Notify -State of Florida Date ell$ of ' + 11127'8 1a Contractor/Agent is rrcnn i no)! to Me or Produced ID Type of ID UTILITIES: WASTE WATER: FIRE: BUILDING: ABCOOL A.0 & Heat AP Inc. 32 S Hudson Street Orlando Florida Tel: 4072970550 Fax: 407-290-0456 GemStarcontractors@hotmaii.com Contract To: Francois Sovanic Inc. Re: Rvac bid on property located 814 Peacan , Sanford We Gemstar Contractors Inc. hereby propose to furnish and install under warranty the following in accordance to Florida's Mechanical Codes Install -2 ton 14seer heat pump condensing unit. Install -2 ton 14 seer air handler with 5 IOW heat strip in attic Install programmable digital thermostat Install float switch in air handler New % copper line New 3/8 copper line New drain line Install 7 supply drops Install one direct and three transitional returns Two bathroom fans vented through roof Install dryer vent Obtain mechanical permit Warranty Manufacturer's warranty on all equipment parts 1 year warrant on labor Cost..................................................................._ .......................... $ 4800 Meghon Jones Abcool) date LY Y Francois bate Sovanic inc REVISION PERMIT # - /- PROJECT ADDRESS CONTRACTOR PHONE # C' ->2S ) Z. Z —77 CONTACT PERSON _ y i DESCRIPTION OF REVISION UTILITY DEPT FIRE PREVENTION PLANNING BUILDING 2 DATE 7/1 C c :,a-) r FAX # r) 314 - American Builders Supply Engineering Cover ""- so c'. C% Page 1 of 1 PERMI l --'AL V Jr," I ob No: 719726LvLL41310111Z Bi Offict, d No. AMERICAN ENGINEERING COVER SHEET BUILDERS SUPPLY 1000 Carroll Street, Clermont, FL 34711— V3523942116—F352.394.1968 Project: Model Sold To: Sovanic, Inc DBA Manor Homes Ship To: 814 Pecan Ave Lot/B/ocWSub: , , City/County: Sanford, Seminole Co Design Code JDesip Software JWind Speed FBC2007/TP12002 IMitek 20/20 7.340 1120 mph Design Method: Roof Load IFloor Load MWFRS(low-rise)/C-C Hybrid Wind ASCE 7-05 140 psf 155 psf This package includes 21 individual, dated Truss Design Drawing(s). Page I of 1. Dwg No ID Seq No Date Dwg No ID Seq No Date Dwg No ID JSeq No Date Dwg No ID Seq No Date 001 a 32670 5/1/2012 007 a6 32676 5/1/2012 013 cj5 132682 5/1/2012 019 sj5 132688 5/1/2012 002 al 32671 5/1/2012 008 a7 32677 5/1/2012 014 hj9 32683 5/1/2012 020A]sj7689 5/1/2012 003 a10 32672 5/1/2012 009 a8 32678 5/1/2012 015 j7 32684 5/1/2012 021690 5/1/2012 004 a3 32673 5/1/2012 010 a9 32679 5/1/2012 016 j7a 32685 5/1/2012 005 la4 132674 5/1/2012 011 lcji 132680 5/1/2012 017 sil 32686 5/1/20121511/2012006JaS1326755/1/2012 012 lcj3l32681 5/1!2012 018 sj3 32687 01MCE N,l11II11ttt,,,,,,,,, o° g`` SAL Mq r/'''.'. GENSR a No. 47182 , STATE OF ip, 1.0 ReoP ` 101 11AI Ka fiieiMartinez, P.E. (Truss Design Engineer - Florida PE License * 47182) 10019 Chorlton Cir., Orlando, FL 32832; (407) 760-3284 The truss drawing(s) referenced above have been prepared under my direct supervision based on the parameters provided by American Builders Supply. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this Index sheet conforms to 61G1S-31.003, section 5 of the Florida Board of Professional Engineers Rules. UNLESS NOTED ABOVE, THERE IS NO STRUCTURAL ENGINEER OF RECORD AT THE TIME THESE DRAWINGS WERE SEALED NOTE: The seal on these drawings Indicate acceptance of professional engineering responsibility solely for the truss components shown. The suitability and use of the component for any particular building is the responsibility of the building designer, per ANSIMI-2002 Sec.2. file:///C:/MiTek/xmit/engcover.htm 5/l/2012 0 0 IT 0 O 0 34-0-0 ALL CEILINGS FLAT UNLES NOTED OTHERWISE 12-0-0 1 8-0-0 14-0-0 tiV9 AMERICAN BUILDERS SUPPLY Pitch : 5 ** This is a Truss Placement Diagram only. ** Overhang : 16" Plumb Cut The Engineer's Seal does not relieve the ProfessionalOrder # : 719726 Bearing: CMU Building Designer of their responsibilities to ensure theBuilder: Sovanic, Inc. dba Manor Homes Wind: 120 MPH/ Enclosed integrity of the entire structure. Refer to Truss EngineeringModel: 1180 Loading: 401b PSF for all uplift and gravity loads. LE 2.5/12 VA A Us fil A Is 12-0-0 1 8-0-0 14-0-0 tiV9 AMERICAN BUILDERS SUPPLY Pitch : 5 ** This is a Truss Placement Diagram only. ** Overhang : 16" Plumb Cut The Engineer's Seal does not relieve the ProfessionalOrder # : 719726 Bearing: CMU Building Designer of their responsibilities to ensure theBuilder: Sovanic, Inc. dba Manor Homes Wind: 120 MPH/ Enclosed integrity of the entire structure. Refer to Truss EngineeringModel: 1180 Loading: 401b PSF for all uplift and gravity loads. Job Truss Truss Type Qty I Ply Sovanic / 1180 Model 719726 A SPECIAL 7 1 Job Reference (optional) American Builders Supply, Clermont FI. 34711 7.340 s Feb 24 2012 MTek Industries, Inc. Tue May 01 10:38:54 2012 Page ID:SSLFmDOBTXvmHp NNOJBWzgALt-uruBwlhNnZBv7CnCFwESGoHOBLvJ3hKmPYSi2OzKvU r1 4-Q 5.6-0 11-6-10 17-0-0 20-6-0 26-2-10 28-11-0 34-0-0 35-4-Q 1 4-0 5 6 0 6-0.9 5 5 8 3605-8-10 2-8-0 1 4 0 Scale = 1:62.2 5.00 12 5x6 = 5 3x4 11 5x6 6 4 5x6 2x4 O 15 7 16 3 W7 5 11 7x10 = 2 10 8 1 2x4 11 9 to 3x8 = 14 13 12 3x10 3x4 = 5x8 = 2x4 11 2.50112 7-7-9 16-G-0 i6026 2-10 7-3-1 34-0-0 7-7-9 8-4-7 4-6-0 5-8-10 0- 6-8-15 Plate Offsets KYY [2:04 -2.0 -1 -81.(4,0 -3 -0,0 -3 -01.[5:0 -2 -12,0 -2 -01,17:0 -3 -0,0 -3 -01,[8:D -3-0,0-1-8l,[11:04-0,0-3-81,[13:0-3-8,0-3-01 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) Well Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.73 Vert(LL) -0.3610-11 >999 240 MT20 244/190 TCDL 10.0 Lumber Increase 1.25 BC 0.83 Vert(TL) -0.9310-11 >431 180 BCLL 0.0 Rep Stress Incr YES WB 0.80 Horz(TL) 0.47 8 n/a n/a BCDL 10.0 Code FBC2007/TP12002 Matrix) Wind(LL) 0.51 10-11 >777 180 Weight: 177 Ib FT = 20% LUMBER BRACING TOP CHORD 2x4 SP No.2 'Except' TOP CHORD Structural wood sheathing directly applied or 2-6-5 oc purlins. T3,T4: 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 5-1-6 oc bracing. BOT CHORD 2x4 SP No.2 *Except* MiTek recommends that Stabilizers and required cross B3: 2x4 SP No.3, B4: 2x4 SP M 30 bracing be installed during truss erection, in accordance with WEBS 2x4 SP No.3 'Except' Stabilizer Installation guide. W6: 2x4 SP No.2 REACTIONS (Ib/size) 2=1433/0-8-0 (min. 0.1-11), 8=1433/0-8-0 (min. 0-1-10) Max Horz 2=72(LC 6) Max Uplift2=-515(LC 6), 8=-515(LC 7) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2820/1413, 3-15=-2601/1309, 4-15=-2532/1325, 4-5=-1859/1064, 5-6=-3747/1891,6-7=-3880/1823,7-16=-4730/2284,8-16=-4896/2271 BOT CHORD 2-14=-1163/2521,13-14=-863/2051, 10-11=-197514479.8-10=-1975/4498 WEBS 3-14=-275/300,4-14=-142/496,4-13=-597/450,5-13=460/88, 11-13=-637/1963, 5-11=-1230/2864,7-11=-915/586,7-10=0/308 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 120mph (3 -second gust); TCDL=4.2psf; BCDL=5.8psf, h=15ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C -C Exterior(2) zone;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.00 3) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrenl with any other live loads. 4) Bearing at joint(s) 8 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except (jt=1b) 2=515,8=515. LOAD CASE(S) Standard Job Truss Truss Type Qty PlySovanic 1180 Model 719726 Al SPECIAL 2 1 Job Reference (optional) American Builders Supply, Clermont FI. 34711 7.340 s Feb 24 2012 MTek Industries, Inc. Tue May 01 10:38:55 2012 Page ID:SSLFmDOBTXvmHp NNOJBWzgALt-M1SZ7Ni7YUIkMMOpeINpOpBlIEVoAnwdCCFagzKvU r14 7-8-8 , 15 0-0 19-0 0 20 6 Q 26-2-9 , 34-0-0 35-4-Q 1 N 7-8-8 7-3-8 4-0-0 6 0 5-8-9 7-9-7 1 4-0 Scale = 1:64.9 5.00 F12 4x6 — 5x8 = 2x4 II 4 5 6 5x6 5x6 yy 7 16 3 17 W8 5 1 82 N 1 6x1 10 g 71toqol2x411 13 12 3x103x8 = 15 14 2x4 II 3x6 = 2x4 II 2.50112 5x12 = 7-8-8 15-0-0, 19-0 0 20-6-q 26-2-9 34-0-0 7-8-8 7-3-8 4 0-0 1 6-0 5-8-9 7-9-7 Plate Offsets X Y : 2:0-4-2 0-1-8 3:0-3-0 0-3-0 4:0-3-0 0-2-4 5:0-2-0 0-1-12 7:0-3-0 0-3-08:0-3-0 0-1-8 11:0-3-12 Ed a 13:0-2-8 0-1-8 LOADING (psQ SPACING 2-0-0 CSI DEFL in (loc) Vdeft Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.73 Vert(LL) -0.37 11 >999 24o MT20 244/190 TCDL 10.0 Lumber Increase 1.25 BC 0.83 Vert(TL) -0,9510-11 >420 180 BCLL 0.0 Rep Stress Incr YES WB 0.66 Horz(TL) 0.49 8 n/a n/a BCDL 10.0 Code FBC20071TPI2002 Matrix) Wind(LL) 0.5210-11 >776 180 Weight: 178 Ib FT = 20% LUMBER BRACING TOP CHORD 2x4 SP No.2 'Except' TOP CHORD Structural wood sheathing directly applied or 2-3-15 oc purlins. TV 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 5-1-15 oc bracing. BOT CHORD 2x4 SP No.2 'Except' WEBS 1 Row at midpt 3-14,5-14 63: 2x4 SP M 30 MiTek recommends that Stabilizers and required cross WEBS 2x4 SP No.3 'Except' bracing be installed during truss erection, in accordance withIWS,W6: 2x4 SP No.2 Stabilizer Installation guide. REACTIONS (Ib/size) 2=1432/0-8-0 (min. 0-1-11), 8=1432/0-8-0 (min. 0-1-10) Max Horz 2=71(LC 6) Max Uplift2=-516(LC 6), 8=-516(LC 7) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-16=-2758/1320, 3-16=-2597/1333,3-4=-1996/1060,4-5=-1772/1057, 5-6=-3874/1939,6-7=-3914/1814,7-17=-4727/2247,8-17=4893/2234 BOT CHORD 2-15=-1066/2451, 14-15=-1066/2451, 10-11=-1944/4482, 8-10=-1941/4496 WEBS 6-11=-264/297.3-15=0/320,3-14=-764/479.4-14=-71/424, 11-14=-961/2728, 5-11=-1240/2799,7-11=-884/562, 7-10=0/299, 5-14=-1335/462 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 120mph (3-second gust); TCDL=4.2psf BCDL=5.8psf, h=15ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone,C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.00 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Bearing at joint(s) 8 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except (jt--lb) 2=516,8=516. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply Sovanic / 1180 Model 719726 A3 SPECIAL 1 1 Job Reference (optional) American Builders Supply, Clermont FI. 34711 7.340 s Feb 24 2012 MiTek Industries, Inc. Tue May 01 10:38:55 2012 Page ID:SSLFmDOBTXvmHp NNOJBWzgALt-M1SZ7Ni7YtJlkMMOpeINpOpBllEmo6CwdCCFagzKvU r1 -4-Q 7-8-8 13-0-0 20 6-0 21 Q 0 26-2-12 34-0-0 X5 -4-Q 1 4-0 7-8-8 5-3-8 7-6 0 0-6-0 5-2-12 7-9-4 1-4-0 Scale: 3/16"=1' 5x10 = 2x4 II 4x6 = 4 5 6 5.00 12 3x4 3x4 16 3 7 17 7 3 C? 2 6x1 _ 10 8 9 17 r 1 2x4 11 1R c 13 3x8 = 15 14 12 3x10 2x4 II 4x10 = 3x6 2x4 II 2.50112 7-8-8 13 0 0 20-6-0 26-2-12 34-0-0 7-8-8 5-3-8 7-6-0 5-8-12 7-94 Plate Offsets X [2:04-2,0-1-81, 4:0-7-0 0-2-4 8:0-3-0 0-1-8 11:0-2-12 Edge] LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL 200 Plates Increase 1.25 TC 0.73 Vert(LL) -0.37 11 >999 240 MT20 244/190 TCDL 10.0 Lumber Increase 1.25 BC 0.88 Vert(TL) -0.9812-14 >408 180 BCLL 0.0 Rep Stress Incr YES WB 0.95 Horz(TL) 0.49 8 n/a n/a BCDL 10.0 Code FBC2007/fP12002 Matrix) Wind(LL) 0.52 11 >775 180 Weight: 174 Ib FT = 20% LUMBER BRACING TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 2-6-5 oc purlins. BOT CHORD 2x4 SP No.2 'Except' BOT CHORD Rigid ceiling directly applied or 5-2-10 oc bracing. B3: 2x4 SP M 30 MiTek recommends that Stabilizers and required cross WEBS 2x4 SP No.3 bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 2=1432/0-8-0 (min. 0-1-11), 8=1432/0-8-0 (min. 0-1-10) Max Horz 2=71 (LC 6) Max Uplift2=-516(LC 6), 8=-516(LC 7) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-16=-2729/1286, 3-16=-2569/1299, 34=-2173/1124, 4-5=-3826/1827, 5-6=-3837/1823,6-7=-3951/1796,7-17=-4718/2201,8-17=-4877/2188 BOT CHORD 2-15=-1029/2420,14-15=-102912420, 10-11=-1898/4469, 8-10=-1897/4479 WEBS 5-11=-418/369, 3-15=0/256, 3-14=-558/365,4-14=-308/172, 11-14=-746/2032, 4-11=-786/2009,6-11=-651/1416,7-11=-819/521,7-10=0/298 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 120mph (3 -second gust); TCDL=4.2psf; BCDL=5.8psf; h=15ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C -C Exterior(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.00 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Bearing at joint(s) 8 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except (jt=1b) 2=516,8=516. LOAD CASE(S) Standard Job Truss Truss Type Oty Ply Sovanic / 1180 Model 719726 A4 SPECIAL 1 1 Job Reference (optional) Amencan Builders Supply, Clermont FI. 34711 7.340 s Feb 24 2012 MiTek Industries, Inc. Tue May 01 10:38:56 2012 Page ID:SSLFmDOBTXvmHp NNOJ8WzgALt-rEOxLjjdlARcMWxbMLHcMDMLfeaJXZ73ssxo5HzKv r1 4-Q 7-8-6 17-0.0 15-11 4 20 6-0 , 23-0 0 26-2-9 34-0-0 35 4-Q 1 4-0 7-8-G 3-3 10 4-11 4 4-6-12 2-0 3-2-9 7-9-7 1-4 0 Scale: 3/16"=1' 4x4 = 06 = 3x4 = 4x6 = 5.00 12 4 5 6 7 2x4 11 T9 3x4 17 3 8 18 B 0 13 4 N 12 2 6 0= 1 9 N 110 7 N5x8 = 01 2x4 11 10 3x8 = 16 15 14 3x10 3x4 = 6x8 = 2x4 11 2.50112 07-8-6 11-0.0 15-11 4 20 6 0 , 22-10-8 , 26-2-9 , 34-M 7-8-6 3 3-10 4-11 4 4 6 12 24-8 3 4-1 7-9-7 Plate Offsets X 2:0-4-2 0-1-8 4:0-2-0 0-1-12 5:0-2-12 0-2-0 9:0-3-0 0-1-8 12:0.2-8 0-2-12 13:0.7-8 Ed a 15:0-3-120.3-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.74 Vert(LL) -0.40 14 >999 240 MT20 244/190 TCDL 10.0 Lumber Increase 1.25 BC 0.86 Vert(TL) -1.00 14 >400 180 BCLL 0.0 Rep Stress Incr YES WB 0.91 Horz(TL) 0.48 9 n/a n/a BCDL 10.0 Code FBC2007fTP12002 Matrix) Wind(LL) 0.55 14 >730 180 Weight: 173 lb FT = 20% LUMBER BRACING TOP CHORD 2x4 SP M 30 *Except- TOP CHORD Structural wood sheathing directly applied or 2-2-10 oc purlins. T2: 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 5-3-2 oc bracing. BOT CHORD 2x4 SP M 30 *Except- MiTek recommends that Stabilizers and required cross 131,132: 2x4 SP No.2 bracing be installed during truss erection, in accordance with WEBS 2x4 SP No.3 *Except* Stabilizer Installation guide. W6: 2x4 SP No.2 REACTIONS (Ib/size) 2=1433/0-8-0 (min. 0-1-11), 9=1433/0-8-0 (min. 0.1-10) Max Horz 2=71(LC 6) Max Uplift2=-515(LC 6), 9=-515(LC 7) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-17=-2749/1252, 3-17=-2589/1264, 3-4=-2697/1415, 4-5=-2423/1259, 5-6=4381/2023, 6-7=-3939/1813, 7-8=4244/1913, 8-18=4718/2160, 9-18=4877/2148 BOT CHORD 2-16=-997/2438, 15-16=-803/2077, 12-13=-1711/4420, 11-12=-1856/4463, 9-11=-1859/4476 WEBS 6-13=-60/344,3-16=-322/355,4-15=-173/569, 5-15=-13921668,13-15=-1017/2657, 5-13=-879/2249,6-12=-742/315,7-12=-652/1480,8-12=-549/379,8-11=0/262, 4-16=-334/626 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 120mph (3-second gust); TCDL=4.2psf; BCDL=5.8psf, h=15ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.00 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Bearing at joint(s) 9 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except 01=115) 2=515.9=515. LOAD CASE(S) Standard Job Truss Truss Type oty Ply Sovanic / 1180 Model 719726 AS SPECIAL 1 1 Job Reference (optional) American Builders Supply, Clermont FI. 34711 7.340 s Feb 24 2012 MiTek Industries, Inc. Tue May 01 10:38:56 2012 Page ID:SSLFmDOBTXvmHp_NNOJ8WzgALt-rEOxLjjdlARcM WxbMLHcMDMPABaSXcV3ssxo5HzKv S-4- r1 -4-Q 5-8-11 9-0-0 15-11-11 20-6-0 25 0-0 27-8-8 34-D-0 ,35-4-Q 1 4 0 5-8 11 3 3-5 6-11-11 4-6-5 4 6 0 2-8 8 6-3-8 140 Scale: 3/16"=1' 6x8 = 3x8 = 30 = 6x6 = 5.00 12 4 5 6 x472 20 16 77 8 3 B 12 4 9 1 2 6x12 T20H = 11 10 " 1 4I 6x10 MT20H = 1Y i 3 3x8 = 15 14 13 3x10 4,1 30 = 5x10 = 2x4 II 2.50112 9-0-0 15-11-11 20 6-0 24-10 8 34-0-0 , 9-0-0 6-11-11 4-6-5 4-4-8 9-1-8 Plate Offsets X [2:0-4-2,0-1-81, [4:0-1-12,0-3-81, 5:0-3-40-1-8 7:0-3-0 0-2-9 9:0-3-0 0-1-8 [11:0-34,0-341, 12:0-8-8 Edge], 14:0-4-8 0-3-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.51 Vert(LL) -0.42 13 >955 240 MT20 244/190 TCDL 10.0 Lumber Increase 1.25 BC 0.85 Vert(TL) -1.04 13 >383 180 MT20H 187/143 BCLL 00 Rep Stress Incr YES WB 0.75 Horz(TL) 0.47 9 We n/a BCDL 10.0 Code FBC2007/TP12002 Matrix) Wind(LL) 0.57 13 >699 180 Weight: 180 Ib FT = 20% LUMBER BRACING TOP CHORD 20 SP M 30 'Except' TOP CHORD Structural wood sheathing directly applied or 2-104 oc pudins. T2: 2x6 SYP No 2 BOT CHORD Rigid ceiling directly applied or 4-10-14 oc bracing. BOT CHORD 20 SP M 30 'Except- MiTek recommends that Stabilizers and required cross B1,B2: 20 SP No.2 bracing be installed during truss erection, in accordance with WEBS 2x4 SP No.3 "Except' Stabilizer Installation guide. W504:20 SP No.2 REACTIONS (Ib/size) 2=1433/0-8-0 (min. 0-1-11), 9=1433/0-8-0 (min. 0-1-10) Max Horz 2=71(LC 6) Max Uplift2=-534(LC 4), 9=-534(LC 5) FORCES (Ib) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-2745/1310, 3-16=-2532/1198, 4-16=-2463/1208, 4-5=-3035/1509, 5-6=-5377/2449, 6-7=4371/1932, 7-17=4583/2013, 8-17=4644/2004, 8-9=4791/2174 BOT CHORD 2-15=-1057/2461, 14-15=-886/2323, 11-12=-2203/5440, 9-11=-1883/4398 WEBS 6-12=-86/358,4-15=-17/378,4-14=-396/901, 5-14=-1498f753,12-14=-1301/3202, 5-12=-1032/2566,6-11=-1264/593,7-11=-552/1457,8-11=-291255 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 120mph (3 -second gust); TCDL=4.2psf; BCDL=5.8psf, h=15ft; Cat. ll; Exp B; enclosed; MWFRS (low-rise) gable end zone and C -C Exterior(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.00 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Bearing at joint(s) 9 considers parallel to grain value using ANSIrrPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except (jt=1b) 2=534,9=534. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply Sovanic / 1180 Model 719726 A6 SPECIAL 1 3 Job Reference (optional) American Builders Supply, Clermont FI. 34711 7.340 s Feb 24 2012 MiTek Industries, Inc. Tue May 01 10:38:57 2012 Page ID:SSLFmDOBTXvmHp NNOJBWzgALt-JQaKY3jF3UZT_gWnw3oruRvulYtLGOwDSVhMejzKvT r1 4-q 7-0-0 11 6-14 16-0-0 20 6 0 23-8 4 27-0-0 34-0-0 35 4-0 1-4-0 7-0 0 4-6-14 4-5-2 4-6-0 3 2-4 3-3 12 7-" 11 - Scale: 3/16"=1' 5x6 = 5x8 = 5.00 F12 3x4 = 5x6 = 3x4 = 3x4 = 6x6 = 3 19 4 21 22 5 6 23 7 24 258 26 9 WI VVI %VI 2 14 Z 10 I yI1 33 34 13 11 35 12 36 14 v d d 04 = 18 27 17 28 29 30 16 31 32 15 3x4 = 5x6 - 5x6 ; 2x4 II 3x4 = 6x8 = 2x4 II 6x12 MT20H = 2.50112 7-0-0 11 6-14 16-0-0 20 6 0 23-114 26-7-8 34-0-0 , 7-0-0 4 6-14 4-5-2 4-6-0 3-2 4 2-11 4 74-8 Plate Offsets XY): 13:0-2-0.0-341,15:0-3-0.0.1-81, [9:0-3-0 0-2-9 10:0-5-7 Edge], [16:0-3-12.0- 0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) Well L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.87 Vert(LL) -0.43 15 >925 240 MT20 244/190 TCDL 10.0 Lumber Increase 1.25 BC 1.00 Verl(TL) -1.10 15 >363 180 MT20H 187/143 BCLL 0.0 Rep Stress Incr NO WB 0.93 Horz(TL) 0.42 10 n/a n/a BCDL 10.0 Code FBC2007/TPI2002 Matrix) Wind(LL) 0.61 15 >658 180 Weight: 538 Ib FT = 20% LUMBER BRACING TOP CHORD 2x4 SP No.2 'Except' TOP CHORD Structural wood sheathing directly applied or 54-1 oc purlins. T2: 2x6 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. BOT CHORD 2x4 SP No.2 'Except' B3: 2x4SPM31 WEBS 2x4 SP No.3 'Except' W1,W4: 2x4 SP No.2 REACTIONS (lb/size) 2=2765/0-8-0 (min. 0-1-8), 10=2768/0-8-0 (min. 0-1-8) Max Horz 2=72(LC 5) Max Uplift 2=-1257(LC 5), 10=-1242(LC 6) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-6126/2622, 3-19=-7560/3399,19-20=-7562/3399, 4-20=-7563/3400, 4-21=-8551/3841, 21-22=-8551/3841, 5-22=-8551/3841, 5-6=-15096/6728, 6-23=-15096/6728, 7-23=-15096/6728, 7-24=-13622/6015, 24-25=-13622/6015, 8-25=-13622/6015, 8-26=-10872/4690, 9-26=-10870/4690, 9-10=-10932/4677 BOT CHORD 2-18=-2328/5545, 18-27=-2328/5570, 27-28=-2328/5570, 17-28=-2328/5570, 17-29=-3279/7561, 29-30=-3279/7561, 16-30=-3279/7561, 16-31=-187/422, 31-32=-187/422, 15-32=-187/422, 14-33=-6794/15515,33-34=-6794/15514, 13-34=-6794/15514, 13-35=-5896/13622, 12-35=-5896/13622, 12-36=-4285/10194, 10-36=4285/10121 WEBS 7 -14= -216/853,3 -18=-1/676,3-17=-1129/2487,4-17=-1161!715,4-16=-530/1204, 5-16=-3097/1577, 14-16=-3721/8557, 5-14=-3043/6896, 7-13=-2080/982, 8-13=-233/761,8-12=-3242/1485,9-12=-1581/4040 NOTES 1) 3 -ply truss to be connected together with 10d (0.131'x3') nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-8-0 oc, 2x6 - 2 rows staggered at 0-8-0 oc. Bottom chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc, Except member 12-9 2x4 - 2 rows staggered at 04-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Py to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced root live loads have been considered for this design. 4) Wind: ASCE 7-05; 120mph (3 -second gust); TCDL=4.2psf, BCDL=5.8psf; h=15ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone; Lumber DOL=1.60 plate grip DOL=1.00 5) Provide adequate drainage to prevent water ponding. 6) All plates are MT20 plates unless otherwise indicated. 7) This truss has been designed for a 10.0 psi bottom chord live load nonconcun'ent with any other live loads. 8) Bearing at joint(s) 10 considers parallel to grain value using ANSI(TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except (jt --lb) 2=1257,10=1242. Continued on page 2 Job Truss Truss TypeOty Ply Sovanic / 1180 Model 719726 A6 SPECIAL 1 3 Job Reference (option.,) American Builders Supply, Clermont FI. 34711 7.340 s Feb 24 2012 MTek Industries, Inc. Tue May 01 10:38:57 2012 Page ID:SSLFmDOBTXvmHp NNOJBWzgALI-JOaKY3jF3UZT_gWnw3oruRvUIYtLG0wD5VhMejzKvT NOTES 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 221 Ib down and 239 Ib up at 7-0-0, 126 Ib down and 140 Ib up at 9-0-12, 126 Ib down and 140 Ib up at 11-0-12, 126 Ib down and 140 Ib up at 13-0-12, 126 Ib down and 140 Ib up at 15-0-12, 126 Ib down and 140 Ib up at 17-0-0, 126 Ib down and 140 Ib up at 18-114, 126 Ib down and 142 Ib up at 20-114, 126 Ib down and 142 Ib up at 22-114, and 126 Ib down and 142 Ib up at 24-114, and 259 Ib down and 238 Ib up at 27-0-0 on top chord, and 368 Ib down and 82 Ib up at 7-0-0, 92 Ib down at 9-0-12, 92 Ib down at 11-0-12, 92 Ib down at 13-0-12, 92 Ib down at 15-0-12, 92 Ib down at 17-0-0, 92 Ib down at 18-114, 92 Ib down at 20-114, 92 Ib down at 22-114, and 92 Ib down at 24-114, and 368 Ib down and 76 Ib up at 26-114 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Regular. Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pIQ Vert: 1-3=-60, 3-9=-60, 9-11=-60, 2-15=-20,12-14=-20, 10-12=-20 Concentrated Loads (lb) Vert: 3=-221(8) 6=-126(B) 9=-219(8) 18=-339(8) 19=-126(B) 20=-126(B) 21=-126(8)22=-126(8) 23=-126(8) 24=-126(8)25=-126(B) 26=-126(8) 27=46(B) 28=-46(B)29=-46(B)30=-46(8)31=-46(8)32=-46(B) 33=-46(8)34=-46(8) 35=-46(B)36=-343(0) Job Truss Truss Type Qty Ply Sovanic / 1180 Model 719726 A7 HIP 1 1 Job Reference (optional) American Builders Supply, Clermont FI. 34711 7.340 s Feb 24 2012 MiTek Industries, Inc. Tue May 01 10:38:58 2012 Page ID:S5LFmDOBTXvmHp NNOJBWzgALt-nc8imPkugohKbpSzUmJ4ReRgkyFG?ceMK9QvA9zKvT 4 Q 7-8-8 13-0-0 21-0-0 26 3 8 34-0-0 35.4-Q 1-4-0 7-8.8 5-3 8 8-0-0 5-3-8 7-8-8 1'-'4-0W-10 Scale = 1:62.3 5x6 = 5x6 = 5.00 F12 4 T12 5 3x4 3x4 14 3 6 15 2 7 1 8 to0 3x8 = 13 12 11 10 9 3x8 = 2x4 II 5x6 = 3x4 = 5x6 = 20 II 7-8-8 120-0 13-0 17 0 0 21-0-0 2-0 26-3-8 34-0-0 7-8-8 4-3 8 0- 4-0 0 4-0-0 4-3 8 7-8-8 Plate Offsets X 12:0-4-2,0-1-81, 4:0-3-0 0-2-4[5:0-3-0.0-2-41, 0-3-0,0-3-01, [12:0-3-0,0-3-01 LOADING (psi) SPACING 2-0-0 CSI DEFL in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.83 Vert(LL) -0.16 11 >999 240 MT20 244/190 TCDL 10.0 Lumber Increase 1.25 BC 0.89 Vert(TL) -0.41 11-12 >965 180 BCLL 0.0 Rep Stress Incr YES WB 0.33 Horz(TL) 0.16 7 n/a n/a BCDL 10.0 Code FBC2007/TPI2002 Matrix) Wind(LL) 0.23 11 >999 180 Weight: 168 Ib FT = 20% LUMBER BRACING TOP CHORD 20 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD 20 SP No.2 BOT CHORD Rigid ceiling directly applied or 5-5-13 oc bracing. WEBS 20 SP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 2=1433/0-8-0 (min. 0-1-11), 7=1433/0-8-0 (min. 0-1-11) Max Horz 2=-72(LC 7) Max Uplift2=-515(LC 6), 7=-515(LC 7) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-14=-2736/1284, 3-14=-2575/1296, 34=-2240/1170, 4-5=-1986/1088, 5-6=-2240/1170,6-15=-2575/1296,7-15=-2736/1284 BOT CHORD 2-13=-1023/2425,12-13=-1023/2425,11-12=-729/1943, 10-11=-729/1943, 9-10=4023/2425.7-9=4023/2425 WEBS 3-13=0/273, 3-12=-521/334, 6-10=-521/334, 6-9=0/273, 4-12=453/396, 5-10=-153/396 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 120mph (3 -second gust); TCDL=4.2psf; BCDL=5.8psf, h=15ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C -C Exterior(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.00 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except (jt=lb) 2=515,7=515. LOAD CASE(S) Standard Job Truss Truss Type Qty 1180 Model 719726 AS HIP 1 IPlyISovanic/ 1 Job Reference (optional) American Builders Supply, Clermont Fl. 34711 7.340 s Feb 24 2012 MiTek Industries, Inc. Tue May 01 10:38:58 2012 Page ID:SSLFmDOBTXvmHp NNOJBWzgALt-ncBimPkugohKbpSzUmJ4ReRgyyE29erMK9OvA9zKvT r1 -4-Q 7-8-6 11-0-0 17-0-0 23 0-0 26-3-10 34-0-0 $S -0-Q 0 7-8-0 3-3-10 6-0-0 6-0-0 3 3-10 7-8-6 1 4 0 Scale =1:62.3 4x4 = 2x4 II 04 = 5.00 12 4 5 6 2x4 11 2x4 11 15 3 7 16 2 8 yl19 Iv o 3x8 = 14 13 12 71 10 3x8 = 3x4 = 3x6 = 3x8 = 3x6 = 3x4 = 7-8-6 11-0-0 17 0-0 23-0-0 26-3-10 34-0-0 7-8-6 — 6-0-0 6-0-0 3 3-10 7-8-6 Plate Offsets X [2:0-4-2.0-1-81, 4:0-2-40-1-12 6:0-2-4 0-1-12 [8:04-2.0-1-81 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.81 Vert(LL) -0.1910-12 >999 240 MT20 244/190 TCDL 10.0 Lumber Increase 1.25 BC 0.91 Vert(TL) -0.6010-12 >672 180 BCLL 0.0 Rep Stress Incr YES WB 0.25 Horz(TL) 0.15 8 n/a n/a BCDL 10.0 Code FBC2007f rP12002 Matrix) Wind(LL) 0.26 12 >999 180 Weight: 161 Ib FT = 20% LUMBER BRACING TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 5-7-1 oc bracing. WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (Ib/size) 2=1433/0-8-0 (min. 0-1-11), 8=1433/0-8-0 (min. 0-1-11) Max Horz 2=-72(LC 7) Max Uplift 2=-5 1 5(LC 6), 8=-515(LC 7) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-15=-2752/1250, 3-15=-2591/1262, 34=-2694/1410, 4-5=-2456/1266, 5-6=-2456/1266, 6-7=-2694/1410,7-16=-2591/1262,8-16=-2752/1250 BOT CHORD 2 -14=-993/2439,13-14=-806/2082,12-13=-806/2082,11-12=-806/2082, 10-11=-806/2082,8-10=-993/2439 WEBS 3-14=-307/345,4-12=-164/582, 5-12=-390/315,6-12=-164/582, 7-10=-307/345, 4-14=-321/618,6-10=-321/618 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 120mph (3 -second gust); TCDL=4.2psf; BCDL=5.Bpsf; h=15ft: Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C -C Exterior(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.00 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10 0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except (jt=1b) 2=515.8=515. LOAD CASE(S) Standard Job Tnrss Truss Type Qty Ply Sovanic / 1180 Model 719726 A9 HIP 1 1 Job Reference (optional) American Builders Supply, Clermont FI. 34711 7.340 s Feb 24 2012 MiTek Industries, Inc. Tue May 01 10:38:58 2012 Page ID:SSLFmDOBTXvmHp NNOJBWzgALt-Fph4zlPA#b5pBDzgA2UgJzs 2MIOk1SVYpATibzKvT r1 4-Q 4-5 2 8-0-0 17-0-0 20-11-2 25 0 0 29 6-14 34-0-0 35-4-Q 1-4-0 4-5 2 4 6 14 8-0-0 3-11-2 40-14 4 6-14 4-5 2 1-4-0 Scale = 1:62.2 4x8 = 20 11 08 = 5.00 F,2 q 5 6 20 15 16 20 3 7 W2 %02 2 8 9 o'W 'g 3x6 14 13 72 11 10 3x6 4x8 __ 3x4 = 3x4 = 3x6 = 3x6 = 9-0-0 17-0-0 ,_ _ 25-0-0 _ ,_ 34-0-0 , 9-0-0 8-0-0 8-0-0 9-0-0 Plate Offsets X12:0 -3-0,0-1-81,[4:0-5-4,0-2-41,[6:0-5-4,0-2-41.[8:0-3-0.0-1-81 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.79 Vert(LL) -0.13 2-14 >999 240 MT20 244/190 TCDL 10.0 Lumber Increase 1.25 BC 0.60 Vert(TL) -0.34 2-14 >597 180 BCLL 0.0 Rep Stress Incr YES WB 0.48 Horc(TL) 0 05 8 n/a n/a BCDL 10.0 Code FBC2007ITP12002 (Matrix) Wind(LL) 0.04 14 >999 180 Weight: 163 Ib FT = 20% LUMBER BRACING TOP CHORD 20 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-8-1 oc purlins. BOT CHORD 20 SP No.2 BOT CHORD Rigid ceding directly applied or 10-0-0 oc bracing. WEBS 20 SP No.3 WEBS 1 Row at midpt 4-12,6-12 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 2=646/0-8-0 (min. 0-1-8),12=1574/6-0-0 (min. 0-1-14), 8=646/0-8-0 (min. 0-1-8) Max Horz 2=-72(LC 7) Max Uplift2=-316(LC 6), 12=-589(LC 4), 8=-324(LC 7) Max Grav2=665(LC 10), 12=1574(LC 1), 8=665(LC 11) FORCES (Ib) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-944/468, 3-15=-649/284, 4-15=-550/294, 4-5=-98/423, 5-6=-98/423, 6-16=-550/294, 7-16=-649/284, 7-8=-944/468 BOT CHORD 2-14=-303/829, 13-14=-76/570, 12-13=-76/570, 11-12=-65/570, 10-11=-65/570, 8-10=-303/829 WEBS 3-14=-289/263,4-14=01402,4-12=-1051/479, 5-12=-525/402,6-10=0/402. 7-10=-289/263,6-12=-1051/479 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 120mph (3 -second gust); TCDL=4.2psf, BCDL=5.8pst,, h=15ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C -C Exterior(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.00 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except (jt=lb) 2=316,12=589.8--324. LOAD CASE(S) Standard Job Truss Truss Type Qty I Ply [vanic/ 1180Model 719726 A10 HIP 1 1b Reference (optional) American Builders Supply, Clermont FI. 34711 7.340 s Feb 24 2012 MTek Industries, Inc. Tue May 01 10:39:00 2012 Page 1 D:SSLFmDOBTXvmHp_NNOJBWzgALt-j9FSB5m8M Px2r7FMbBLYW3X4Nm9oTPvrnTv0E2zKvT r1-q 7-0-0 11-0-14 15 0 0 , 19-0 0 22-11-2 27-0 0 34-0-0 35-4-Q 1-4-0 7-0-0 4-0-14 3 11-2 4-0-0 3-11-2 4-0 14 7-0-0 14-0 Scale = 1.62.3 6x6 — 4x4 = 5x6 = 2x4 II5.00 12 3x6 = 3x4 = 6x6 = 3 19 4 20 5 6 7 21 8 22 9 VVI 2 10 q 1rt 1114 3x4 = 18 23 24 17 25 16 26 15 1427 13 28 29 12 4x4 = 3x4 = 3x6 = Sx6 4x8 = 3x6 = 3x4 = 7-0-0 15-0-019-0-0 27-0-0 34-0-0 7-0-0 8-0-0 4-0-0 8-0-0 7-0-0 Plate Offsets X 3:0-3-00-2-9 9:0-3-00-2-9 15:0-2-8 0-2-0 16.0-3-0 D-3-0 18:0-1-12 0-1-8 LOADING (psf) SPACING 240-0 CSI DEFL in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.56 Vert(LL) -0.11 16-18 >999 240 MT20 244/190 TCDL 10.0 Lumber Increase 1.25 BC 0.63 Vert(TL) -0.2816-18 >630 180 BCLL 0.0 Rep Stress Incr NO WB 0.79 Horz(TL) 0.04 10 n/a n/a BCDL 10.0 Code FBC2007/TPI2002 (Matrix) Wind(LL) 0.1010-12 >999 180 Weight: 173 Ib FT = 20% LUMBER BRACING TOP CHORD 2x4 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied or 3-84 oc purlins. T2: 2x6 SYP No.2 BOT CHORD Rigid ceiling directly applied or 5-5-11 oc bracing. BOT CHORD 2x4 SP M 30 WEBS 1 Row at midpt 4-16 WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS All bearings 0-8-0. lb) - Max Horz 2=-73(LC 6) Max Uplift All uplift 100 Ib or less at joint(s) 14 except 2=419(LC 5), 16=-1465(LC 3), 10=-588(LC 6) Max Grav All reactions 250 Ib or less at joint(s) except 2=801 (LC 9), 16=3012(LC 1), 10=1067(LC 10), 14=717(LC 2) FORCES (Ib) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1262/488.3-19=-1078/500,4-19=-1081/501, 4-20=-652/1526,5-20=-652/1526, 5-6=0/309, 6-7=0/309, 7-21=0/309, 8-21=0/309, 8-22=-1681/894, 9-22=-1678/893, 9-10=-1902/906 BOT CHORD 2-18=-391/1088, 16-26=-1526/776, 15-26=-1526/776, 14-15=-638/1101, 14-27=-638/1101, 13-27=-638/1101, 13-28=-638/1101,28-29=-638/1101, 12-29=-638/1101, 10.12=-719/1676 WEBS 3-18=-182/336,4-18=-447/1258,4-16=-1946/965,5-16=-1583/1026, 5-15=-970/1696, 7-15=454/376,8-15=-1512f770.8-12=-168f796, 9.12=0/279 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 120mph (3-second gust); TCDL=4.2pst, BCDL=5.Bpsf, h=15ft: Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone; Lumber DOL=1.60 plate grip DOL=1.00 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 14 except jt=lb) 2=419,16=1465, 10=588. 6) Load case(s) 3, 4, 5, 6, 7, 8 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 221 Ib down and 239 Ib up at 7-0-0,126 Ib down and 140 Ib up at 9-0-12,126 Ib down and 140 Ib up at 11-0-12,126 Ib down and 140 Ib up at 13-0-12, 126 Ib down and 140 Ib up at 15-0-12,126 Ib down and 140 Ib up at 17-0-0, 126 Ib down and 140 Ib up at 18-114, 126 Ib down and 140 Ib up at 20-114, 126 Ib down and 140 Ib up at 22-114, and 126 Ib down and 140 Ib up at 24-114, and 261 Ib down and 239 Ib up at 27-0-0 on top chord, and 368 Ib down and 52 Ib up at 7-0-0, 92 Ib down at 9-0-12, 92 Ib down at 11-0-12, 12 Ib up at 13-0-12, 12 Ib up at 15-0-12, 92 Ib down at 17-0-0, 92 Ib down at 18-11.4, 92 Ib down at 20-114, 92 Ib down at 22-114, and 92 Ib down at 24-114, and 368 Ib down and 82 Ib up at 26-114 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). Job Truss Truss Type Oty Ply Sovanic / 1180 Model 719726 A70 HIP 1 1 Job Reference (optional) American Builders Supply, Clermont FI. 34711 7.340 s Feb 24 2012 MiTek Industries, Inc. Tue May 01 10:39:00 2012 Page ID:SSLFmDOBTXvmHp NNOJSWzgALt-j7FSB5m8MPx2r7FMbBLYV13X4Nm9oTPvfnTv0E2zKvT LOAD CASE(S) Standard 1) Regular. Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plQ Vert: 1-3=-80, 3-9=-60, 9-11=-60, 2-10=-20 Concentrated Loads (lb) Ver 3=-221(F) 6=-126(F) 9=-221(F) 18=-339(F) 4=-126(F) 16=6(F) 5=-126(F) 7=-126(F) 15=46(F) 8=-126(F) 12=-339(F) 19=-126(F) 20=-126(F) 21=-126(F) 22=-126(F) 23=46(F) 24=46(F) 25=6(F) 26=46(F) 27=46(F) 28=46(F) 29=-46(F) 3) MWFRS Wind Left: Lumber Increase=1.60, Plate Increase=1.00 Uniform Loads (plf) Vert: 1-2=53, 2-3=31, 3-9=46, 9-10=28, 10-11=20, 2-16=-12, 15-16=-42(F=-30), 10-15=-12 Horz: 1-2=-61, 2-3=40, 9-10=36, 10-11=28 Drag: 3-4=0, 8-9=-0 Concentrated Loads (lb) Vert: 3=178(F) 6=109(F) 9=196(F) 18=52(F) 4=109(F) 16=3(F) 5=109(F) 7=109(F) 15=-27(F) 8=109(F) 12=82(F) 19=109(F) 20=109(F) 21=109(F) 22=109(F) 23=-27(F) 24=-27(F) 25=3(F) 26=-27(F) 27=-27(F) 28=-27(F) 29=-27(F) 4) MWFRS Wind Right: Lumber Increase=1.60, Plate Increase=1.00 Uniform Loads (plQ Vert: 1-2=20, 2-3=28, 3-9=46, 9-10=31, 10-11=53, 2-16=-12, 15-16=-42(F=-30), 10-15=-12 Horz: 1-2=-28, 2-3=-36, 9-10=40, 10-11=61 Drag: 34=0, 8-9=-0 Concentrated Loads (lb) Vert: 3=178(F) 6=109(F) 9=193(F) 18=52(F) 4=109(F) 16=3(F) 5=109(F) 7=109(F) 15=-27(F) 8=109(F) 12=82(F) 19=109(F) 20=109(F) 21=109(F) 22=109(F) 23=-27(F) 24=-27(F) 25=3(F) 26=-27(F) 27=-27(F) 28=-27(F) 29=-27(F) 5) MWFRS 1st Wind Parallel: Lumber Increase=1.60, Plate Increase=1.00 Uniform Loads (plQ Vert: 1-2=68, 2-3=46, 3-9=30,9-10=30, 10-11=22,2-16=-12, 15-16=-42(F=-30),10-15=-12 Horz: 1-2=-77, 2-3=-55, 9-10=38, 10-11=30 Drag: 34=0, 8-9=-0 Concentrated Loads (lb) Vert: 3=211(F) 6=126(F) 9=211(F) 18=52(F) 4=126(F) 16=3(F) 5=126(F) 7=126(F) 15=-27(F) 8=126(F) 12=82(F) 19=126(F) 20=126(F) 21=126(F) 22=126(F) 23=-27(F) 24=-27(F) 25=3(F) 26=-27(F) 27=-27(F) 28=-27(F) 29=-27(F) 6) MWFRS 2nd Wind Parallel: Lumber Increase=1.60, Plate Increase=1.00 Uniform Loads (plQ Vert: 1-2=22, 2-3=30, 3-9=30, 9-10=46, 10-11=68, 2-16=-12, 15-16=-42(F=-30), 10-15=-12 Horz: 1-2=-30, 2-3=-38, 9-10=55, 10-11=77 Drag: 34=0, 8-9=-0 Concentrated Loads (lb) Vert: 3=211(F) 6=126(F) 9=194(F)18=52(F) 4=126(F)16=3(F) 5=126(F) 7=126(F)15= -27(F) 8=126(F) 12=82(F) 19=126(F) 20=126(F) 21=126(F) 22=126(F) 23=-27(F) 24=-27(F) 25=3(F) 26=-27(F) 27=-27(F) 28=-27(F) 29=-27(F) 7) MWFRS 3rd Wind Parallel: Lumber Increase=1.60, Plate Increase=1.00 Uniform Loads (plf) Vert: 1-2=45, 2-3=23, 3-9=16,9-10=16, 10-11=8, 2-16=-12,15-16=42(F=-30). 10-15=-12 Horz: 1-2=-53, 2-3=-31, 9-10=24, 10-11=16 Drag: 3-4=0, 8-9=-0 Concentrated Loads (lb) Vert: 3=239(F) 6=140(F)9=239(F) 18=52(F)4=140(F) 16=3(F) 5=140(F) 7=140(F) 15=-27(F) 8=140(F) 12=82(F) 19=140(F)20=140(F)21=140(F) 22=140(F) 23=-27(F) 24=-27(F) 25=3(F) 26=-27(F) 27=-27(F) 28=-27(F) 29=-27(F) 8) MWFRS 4th Wind Parallel: Lumber Increase=1.60, Plate Increase=1.00 Uniform Loads (plf) Vert: 1-2=8, 2-3=16, 3-9=16, 9-10=23, 10-11=45, 2-16=-12, 15-16=-42(F=-30), 10-15=-12 Horz: 1-2=-16, 2-3=-24, 9-10=31, 10-11=53 Drag: 34=0, 8-9=-0 Concentrated Loads (lb) Vert: 3=239(F) 6=140(F) 9=232(F)18=52(F) 4=140(F) 16=3(F) 5=140(F) 7=140(F) 15=-27(F) 8=140(F) 12=82(F) 19=140(F) 20=140(F) 21=140(F) 22=140(F) 23=-27(F) 24=-27(F) 25=3(F) 26=-27(F) 27=-27(F) 28=-27(F) 29=-27(F) Job Truss Truss TypeOty Ply Sovanic / 1180 Model 719726 Cil JACK 6 1 Job Reference (optional) American Builders Supply, Clermont FI. 34711 7.340 s Feb 24 2012 MTek Industries, Inc. Tue May 01 10:39:00 2012 Page ID:SSLFmDOBTXvmHp NNOJSWzgALt-j9FSB5mSMPx2r7FMbBLYW3X9vm8VTbGfnTv0E2zKvT 14-0 , 1-0-0 1-4-0 1-0-0 Scale = 1:6.0 3 5.00 FIT 2 1 Ti 1 4 2x4 = LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.21 Vert(LL) -0.00 2 >999 240 MT20 244/190 TCDL 10.0 Lumber Increase 1.25 BC 0.01 Vert(TL) -0.00 2 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 100 Code FBC2007/TP12002 (Matrix) Wnd(LL) 0.00 2 — 180 Weight: 5 Ib FT = 20% LUMBER BRACING TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (Ib/size) 2=185/0-8-0 (min. 0-1-8),4=9/Mechanical, 3=-36/Mechanical Max Hoe 2=65(LC 6) Max Uplift 2=-1 90(LC 6), 3=-36(LC 1) Max Grav 2=185(LC 1), 4=18(LC 2), 3=57(LC 6) FORCES (Ib) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES 1) Wind: ASCE 7-05; 120mph (3-second gust); TCDL=4.2psf; BCDL=5.8psf, h=15ft: Cat. 11; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.00 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 3 except jt=1b) 2=190. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply Sovanic / 1180 Model 719726 CJ3 JACK 6 1 Job Reference o tional American Builders Supply, Clermont FI. 34711 7.340 s Feb 24 2012 MiTek Industries, Ina Tue May 01 10:39:00 2012 Page ID:SSLFmDOBTXvmHp NNOJBWzgALt-j9FSB5m8MPx2r7FMbBLYW3X8gm7ETbGfnTv0E2zKvT I - 1-4-0 3-0-0 1-4-0 3-0-0 Scale = 1:9.7 3 5.00 F12 2 T1 B1 1 4 2x4 = LOADING (psl) SPACING 2-0-0 CSI DEFL in (loc) Well Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.28 Vert(LL) -0.00 2-4 >999 240 MT20 244/190 TCDL 10.0 Lumber Increase 1.25 BC 0.09 Verl(TL) -0.01 2-4 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 10.0 Code FBC20D7fTP12002 (Matrix) Wind(LL) 0.00 2 — 180 Weight: 12 Ib FT = 20% LUMBER BRACING TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins. BOT CHORD 20 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (Ib/size) 3=46/Mechanical, 2=236/0-8-0 (min. 0-1-8), 4=26/Mechanical Max Horz 2=109(LC 6) Max UpliR3=-37(LC 7), 2=-183(LC 6) Max Grav3=46(LC 1), 2=236(LC 1), 4=52(LC 2) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES 1) Wind: ASCE 7-05; 120mph (3 -second gust); TCDL=4.2psf: BCDL=5.8psf; h=15ft; Cat. It: Exp B; enclosed; MWFRS (low-rise) gable end zone and C -C Exterior(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.00 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 3 except jt=1b) 2=183. LOAD CASE(S) Standard Joh Truss Truss Type Qty Ply Sovanic / 1180 Model 719726 CJS JACK 6 1 Job Reference (optional) American Builders Supply, Clermont FI. 34711 7.340 s Feb 24 2012 MiTek Industries, Inc. Tue May 01 10:39.00 2012 Page ID:SSLFmDOBTXvmHp NNOJBWzgALt-j9FSB5m8MPx2r7FMbSLYW3X7Rm4BTbGfnTv0E2zKvT 4-05-0-0 , 1-4-0 5-0-0 Scale= 1:13.3 3 5.00 rl2 T1 2 B1 1 q 20 = LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.36 Vert(LL) -0.03 24 >999 240 MT20 244119D TCDL 10.0 Lumber Increase 1 25 BC 0.29 Vert(TL) -007 24 >820 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -000 3 n/a n/a BCDL 10.0 Code FBC2007/TPI2002 (Matrix) Wind(LL) 0.00 2 — 180 Weight: 18 Ib FT = 20% LUMBER BRACING TOP CHORD 20 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins. BOT CHORD 20 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation auide. REACTIONS (Ib/size) 3=120/Mechanical, 2=302/0-8-0 (min. 0-1-8), 4=46/Mechanical Max Horz 2=155(LC 6) Max Uplift3=-110(LC 6), 2=-191(LC 6) Max Grav3=120(LC 1), 2=302(LC 1), 4=92(LC 2) FORCES (Ib) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES 1) Wind: ASCE 7-05; 120mph (3 -second gust); TCDL=4.2psf, BCDL=5.8psf; h=15ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C -C Exterior(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.00 2) This truss has been designed for a 10.0 psf bottom chord live load nonooncurrent with any other live loads. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except (jt=1b) 3=110, 2=191. LOAD CASE(S) Standard Job Truss Truss TypeQty Ply Sovanic / 1180 Model 719726 HJ9 MONO TRUSS 3 1 Job Reference (option.!) American Builders Supply, Clermont FI, 34711 7.340 s Feb 24 2012 MTek Industries, Inc. Tue May 01 10:39:012012 Page ID:SSLFmDOBTXvmHp NNOJBWzgALI-BBpgOQnm7j3vSHgY9usn3H3ER9HvC_1007fznUzKvT 1-10-105-3-0 9-10-1 1-10-10 5-3-0 4-7-1 Scale = 1:22.2 4 11 3.54 12 10 3x4 3 9 T1 8 1 2 B1 1 12 13 7 14 6 3x4 = 2x4 II 2x4 5 5-3-0 _ 9-1-0 19-10-1 , r 5-3-0 3-10-0 0.9-1 LOADING (psQ SPACING 2-0-0 CSI DEFL in (loc) Well Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.60 Vert(LL) -0.06 6-7 >999 240 MT20 244/190 TCDL 10.0 Lumber Increase 1.25 BC 0.83 Vert(TL) -0.18 6-7 >640 180 BCLL 0.0 Rep Stress Incr NO WB 0.31 Horz(TL) 0.01 5 n/a n/a BCDL 10.0 Code FBC2007fTP12002 (Matrix) Wind(LL) 0.07 6-7 >999 180 Weight: 41 Ib FT= 20% LUMBER BRACING TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 9-6-6 oc bracing. WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation nuide. REACTIONS (Ib/size) 4=156/Mechanical, 2=491/0-11-5 (min. 0-1-8).5=313/Mechanical Max Horz 2=194(LC 3) Max Uplift4=415(LC 3), 2=-359(LC 3), 5=-97(LC 3) Max Grav4=156(LC 1), 2=491 (LC 1), 5=316(LC 2) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-8=-8141277,8-9=-7621277,3-9=-761/275 BOT CHORD 2-12=-359/750, 12-13=-359/750, 7-13=-359!150, 7-14=-359/750, 6-14=-359!750 WEBS 3-7=0/356, 3-6=-813/389 NOTES 1) Wind: ASCE 7-05; 120mph (3 -second gust); TCDL=4.2psf; BCDL=5.8psf: h=15ft; Cat. 11; Exp B; enclosed; MWFRS (low-rise) gable end zone; Lumber DOL=1.60 plate grip DOL=1.00 2) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 5 except jt=1b) 4=115, 2=359. 5) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 32 Ib up at 14-15, 32 Ib up at 14-15, 9 Ib down and 21 Ib up at 4-2-15, 9 Ib down and 21 Ib up at 4-2-15, and 60 Ib down and 94 Ib up at 7-0-14, and 60 Ib down and 94 Ib up at 7-0-14 on top chord, and 22 Ib up at 14-15, 22 Ib up at 14-15, 12 Ib down at 4-2-15, 12 Ib down at 4-2-15, and 52 Ib down at 7-0-14, and 52 Ib down at 7-0-14 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 6) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Regular. Lumber Increase= 1.25, Plate Increase= 1.25 Uniform Loads (pIQ Vert: 14=-60, 2-5=-20 Concentrated Loads (lb) Vert: 8=64(F=32, B=32) 9=28(F=14, B=14) 10=420(F=-60, B=-60) 12=22(F=11, B=11) 13=-12(F=-6, B=-6) 14=-52(F=-26, B=-26) Job Truss Truss Type Qty Ply Sovanic / 1180 Model 719726 J7 JACK 116 1 Job Reference (optic American Builders Supply, Clermont FI. 34711 7.340 s Feb 24 2012 MTek Industries, Inc. Tue May 01 10:39:012012 Page ID:SSLFmDOBTXvmHp NNOJBWzgALt-BBpgOQnm7j3vSHgY9usn3H3DY9P C2Wo07fznUzKvT 14-07-0-0 , 14-0 7-0-0 Scale = 1:17.6 3 9 5.00 F12 T1 8 2 j yj B1 1 10 4 4x4 Plate Offsets X (2:0-3-8,0-2-51 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.66 Vert(LL) -0.06 4-7 >999 240 MT20 244/190 TCDL 10.0 Lumber Increase 1.25 BC 0.38 Vert(TL) -0.16 4-7 >517 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.01 2 n/a n/a BCDL 10.0 Code FBC20071TP12002 Matrix -M) Wrnd(LL) 0.07 4-7 >999 180 Weight: 24 Ib FT = 20% LUMBER BRACING TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-6-2 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (Ib/size) 3=156/Mechanical, 2=418/0-8-0 (min. 0-1-8), 4=61/Mechanical Max Horz 2=195(LC 6) Max Uplift3=-124(LC 6), 2=-214(LC 6) Max Grav3=156(LC 1), 2=418(LC 1), 4=106(LC 2) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-8=-960/682 BOT CHORD 2-10=-1072/1218 NOTES 1) Wind: ASCE 7-05; 120mph (3 -second gust); TCDL=4.2psf; BCDL=5.8psf; h=15ft; Cat. 11; Exp B; enclosed; MWFRS (low-rise) gable end zone and C -C Exterior(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.00 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=1b) 3=124,2=214. LOAD CASE(S) Standard Job Truss Truss Type Oty Ply Sovanic / 1180 Model " 719726 J7A JACK 2 1 Job Reference (optional) American Builders Supply, Clermont Fl. 34711 7.340 s Feb 24 2012 MiTek Industries, Inc. Tue May 01 10:39:012012 Page ID:SSLFmDOBTXvmHp NNOJBWzgALt-BBpgOQnm7j3vSHgY9usn3H3E49QEC2Wo07fZnUzKvT 1-4-07-0-0 1-4-0 7-0-0 Scale= 1:17.6 3 10 5.00 F12 0 T1 N 9 2 j 4 1 11 5 4 4x4 = Plate Offsets X 2:0-1-10 Ed e LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.63 Vert(LL) -0.02 5-8 >999 240 MT20 244/190 TCDL 10.0 Lumber Increase 1.25 BC 0.30 Vert(TL) -0.04 5-8 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.01 2 n/a n/a BCDL 10.0 Code FBC2007/TPI2002 Matrix-M) Wmd(LL) 0.06 5-8 >861 180 Weight: 24 Ib FT = 20% LUMBER BRACING TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS All bearings Mechanical except (jt=length) 2=0-8-0, 5=0-8-0. Ib) - Max Horz 2=195(LC 6) Max Uplift All uplift 100 Ib or less at joints) 5 except 3=-125(LC 6), 2=-281(LC 6) Max Grav All reactions 250 Ib or less at joint(s) 3, 4, 5 except 2=349(LC 1) FORCES (Ib) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-9=-602/949 BOT CHORD 2-11=-13821797 NOTES 1) Wind: ASCE 7-05; 120mph (3-second gust); TCDL=4.2psf, BCDL=5.8psf, h=15ft; Cat. ll; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.00 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 5 except jt=lb) 3=125, 2=281. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply Sovanic / 1180 Model 719726 Sit MONO SCISSOR 2 1 Job Reference (optional) American Builders Supply, Clermont FI. 34711 7.340 s Feb 24 2012 MiTek Industries, Inc. Tue May 01 10:39:01 2012 Page ID:SSLFmDOBTXvmHp NNOJBWzgALt-BSpgOQnm7j3vSHgY9usn3H3Kq9UkC2Wo07fZnUzKvT 1.4-0 1-0-0 1.4-0 1-0-0 Scale = 1:6.0 3 5.00 12 2 c? 1 T1 r., 4 co d 1010' 1 0 0 2.50 12 3x4 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) Udell Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.20 Vert(LL) -0.00 2 >999 240 MT20 244/190 TCDL 10.0 Lumber Increase 1.25 BC 0.01 Vert(TL) -0.00 2 >999 180 BCLL 0.0 Rep Stress Ina YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 10.0 Code FBC2007lrP12002 (Matrix) Wind(LL) 0.00 2 — 180 Weight: 6 Ib FT = 20% LUMBER BRACING TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc purlins. BOT CHORD 2x4 SP No 2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (Ib/size) 2=185/0-8-0 (min. 0-1-8), 4=9/Mechanical, 3=-36/Mechanical Max Horz 2=62(LC 6) Max Uplift2=-182(LC 6), 3=-36(LC 1) Max Grav2=185(LC 1), 4=18(LC 2), 3=49(LC 6) FORCES (Ib) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES 1) Wind: ASCE 7-05; 120mph (3 -second gust); TCDL=4.2psf; BCDL=5.8psf; h=15ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C -C Exterior(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.00 2) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 3) Refer to girder(s) for truss to truss connections. 4) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 3 except jt=1b) 2=182. LOAD CASE(S) Standard Job Truss Truss TypeQty Ply Sovanic / 1180 Model 719726 SJ3 MONO SCISSOR 2 1 Job Reference (optional) American Builders Supply, Clermont FI. 34711 7.340 s Feb 24 2012 MiTek Industries, Inc. Tue May 01 10:39.01 2012 Page ID:SSLFmDOBTXvmHp NNOJBWzgALt-BBpgOQnm7j3vSHgY9usn3H3Jg9TTC2Wo07fznUzKvT 14-0 3-0-0 14-0 3-0-0 Scale = 1:9.7 3 5.00 12 r> 2 Ti 4 B1 Co o dd 1 2 50 FIT 3x4 = LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.27 Vert(LL) -0.00 2-4 >999 240 MT20 244/190 TCDL 10.0 Lumber Increase 1.25 BC 0.09 Vert(TL) -0.01 24 >999 180 BCLL 0.0 Rep Stress Ina YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 10.0 Code FBC2007/TP12002 (Matnx) Wind(LL) 0.00 2 — 180 Weight: 12 Ib FT = 20% LUMBER BRACING TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 3=46/Mechanical, 2=236/0-8-0 (min. 0-1-8),4=26/Mechanical Max Hoa 2=108(LC 6) Max Uplift3=-39(LC 6), 2=-181(LC 6) Max Grav3=46(LC 1), 2=236(LC 1), 4=52(LC 2) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES 1) Wind: ASCE 7-05; 120mph (3 -second gust); TCDL=4.2psf; BCDL=5.8psf; h=15ft; Cat. ll; Exp B; enclosed; MWFRS (low-rise) gable end zone and C -C Exterior(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.00 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Refer to girder(s) for truss to truss connections. 4) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3 except jt=1b) 2=181. LOAD CASE(S) Standard Job Truss Truss Type Qty I Ply Sovanic / 1180 Model 719726 SJS MONO SCISSOR 2 1 Job Reference (optional) American Builders Supply, Clermont Ft. 34711 7.340 s Feb 24 2012 MTek Industries, Inc. Tue May 01 10:39:012012 Page ID:SSLFmDOBTXvmHp NNOJ8WzgALt-BBpgOQnm7j3vSHgY9usn3H3129QQC2Wo07fZnUzKvT 1-4-0 5-0-0 _ 1-4-0 5-0-0 Scale = 1:13.3 3 5.00 F12 T1 2 B 1 Co d o c 0 1 2.50 12 3x4 = LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.37 Vert(LL) -0.03 2-4 >999 240 MT20 244/190 TCDL 10.0 Lumber Increase 1.25 BC 0.29 Vert(TL) -0.07 2-4 >803 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 10.0 Code FBC20071TPI2002 (Matrix) Wind(LL) 0.00 2 — 180 Weight: 18 Ib FT = 20% LUMBER BRACING TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (ib/size) 3=120/Mechanical, 2=302/0-8-0 (min. 0-1-8), 4=46/Mechanical Max Horz 2=153(LC 6) Max Uphft3=-112(LC 6), 2=-189(LC 6) Max Grav3=120(LC 1), 2=302(LC 1), 4=92(LC 2) FORCES (lb) - Max Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES 1) Wind: ASCE 7-05; 120mph (3-second gust); TCDL=4.2psf; BCDL=5.Bpst h=15ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.00 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Refer to girder(s) for truss to truss connections. 4) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verity capacity of bearing surface. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except (jt=1b) 3=112,2=189. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply Sovanic / 1180 Model 719726 SJ7 MONO SCISSOR 4 1 Job Reference (optional) American Builders Supply, Clermont FI. 34711 7.340 s Feb 24 2012 MiTek Industries, Inc. Tue May 01 10:39:02 2012 Page ID.SSLFmDOBTXvmHp NNOJSWzgALt-fONDbmnOuOBm4RPIjcNObUcNXZhgxvmyEnO7JwzKv 1-4-0 7-0-0 110 7-0-0 Scale = 1:17.8 3 8 5.00 12 T1 1 A r? A 2 1 2.50 12 3x4 4x4 Plate Offsets X.Y): [2.0-",0-0- 12 2:0-1-13 Edge] LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.71 Vert(LL) -0.10 4-7 >859 240 MT20 244/190 TCDL 10.0 Lumber Increase 1.25 BC 0.61 Vert(TL) -0.30 4-7 >275 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.02 2 n/a n/a BCDL 10.0 Code FBC20071TPI2002 Matrix -M) Wind(LL} 0.23 4-7 >360 180 Weight: 24 Ib FT = 20% LUMBER BRACING TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation nuide. REACTIONS (Ib/size) 3=181/Mechanical, 2=365/0-8-0 (min. 0-1-8),4=89/Mechanical Max Horz 2=195(LC 6) Max Uplift3=-137(LC 6), 2=-186(LC 6) Max Grav3=181(LC 1), 2=365(LC 1), 4=127(LC 2) FORCES (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES 1) Wind. ASCE 7-05; 120mph (3 -second gust); TCDL=4.2psf, BCDL=5.8psf,, 11=15ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C -C Exterior(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.00 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Refer to girder(s) for truss to truss connections. 4) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except (jt --lb) 3=137,2=186. LOAD CASE(S) Standard Job Truss Truss Type pry Ply Sovanic / 1180 Model 719726 SJ9 MONO SCISSOR 1 1 Job Reference (optional) American Builders Supply, Clermont Fl. 34711 7.340 s Feb 24 2012 MTek Industries, Inc. Tue May 01 10:39:02 2012 Page ID.S5LFmDOBTXvmHp NNOJBWzgALt-fONDbmnOu0Bm4RPljcNObUcQzZgr 0syEnO7JwzKv O-'o5-6-12 9-10-1 1-10-10 5.6-12 4-3-5 Scale = 1:23.1 4 11 3.54 F12 10 4x4 9 3 9 5 Ti 1 8 t 13 2 7 q'1 12 2x4 II cJ 1 1'77 12 3x4 = 5-6-12 8-8-7 9-10-1 5-6-12 3-1-12 1-1-10 Plate Offsets X 6:0-2-0 0-1-4 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.55 Vert(LL) -0.07 6-7 >999 240 MT20 244/190 TCDL 10.0 Lumber Increase 1.25 BC 0.66 Vert(TL) -0.21 6-7 >546 180 BCLL 0.0 Rep Stress Incr NO WB 0.38 Horz(TL) 0.02 5 n/a n/a BCDL 10.0 Code FBC2007/iP12002 Matrix) Wind(LL) 0.10 6-7 >999 180 Weight: 39 Ib FT = 2076 LUMBER BRACING TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-1-5 oc purlins. BOT CHORD 20 SP M 30 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (Ib/size) 4=149/Mechanical, 2=510/0-10-9 (min. 0-1-8), 5=322/Mechanical Max Horz 2=192(LC 3) Max Uplift4=-110(LC 3), 2=-247(LC 3), 5=-93(LC 3) FORCES (Ib) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-8=-1265/406,8-9=-1233/426.3-9=-1204/431 BOT CHORD 2-12=494/1174,7-12=486/1190,7-13=49511160,6-13=486/1172 WEBS 3-7=0/393, 3-6=-1184/493 NOTES 1) Wind: ASCE 7-05; 120mph (3-second gust); TCDL=4.2psf, BCDL=5.8psf; h=15ft; Cat. ll; Exp B; enclosed; MWFRS (low-rise) gable end zone; Lumber DOL=1.60 plate grip DOL=1.00 2) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 3) Refer to girder(s) for truss to truss connections. 4) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 5 except jt=lb) 4=110, 2=247. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 45 Ib down and 32 Ib up at 14-15, 45 Ib down and 32 Ib up at 14-15, 7 lb down and 24 Ib up at 4-2-15, 7 Ib down and 24 Ib up at 4-2-15, and 60 Ib down and 97 lb up at 7-0-14, and 60 Ib down and 97 Ib up at 7-0-14 on top chord, and 12 Ib down at 4-2-15, 12 Ib down at 4-2-15, and 52 Ib down at 7-0-14, and 52 lb down at 7-0-14 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Regular. Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 14=-60, 2-5=-20 Concentrated Loads (lb) Vert: 8=64(F=32, B=32)9=28(F=14, B=14) 10=-120(F=-60, B=-60) 12=-12(F=-6, B=-6) 13=-52(F=-26, B=-26) Cumulative, Dimensions Panel Length (feet -inches -sixteenths) Slope Plate Size-and;Orientations ' QOverall Truss Height Bearing Location Truss Span (feet -inches -sixteenths) - Q Plate Offsets Q -Design Loading (PSF) Spacing O.C. (feet -inches -sixteenths) QDuration of Load for Plate and Lumber Design Q Code Top Chord, Bottom Chord and Web maximum combined stress indicies MDeflections (inches) and Span to Deflection ratio Input Span to Deflection Ratio MiTek Plate Allowables (PSI) I j Lumber Requirements Reaction (pounds) Maximum Bearing Required (inches) Maximum Uplift and/or Horizontal Reaction if Applicable Required Member Bracing Member Axial Forces for Load Case 1 Notes Additional Loads/Load Cases Truss Weight MiTek Industries, Inc. 14515 North Outer forty Drive Suite 300 Chesterfield, MO 63017-5746 314)434-1200 Phone www.mli.com SITE IROOFI (ROOF TRUSS 1I3 I 11 KTek Eagilmaing Orrving Explained I c° re° la .a.w'sa ZUV4 Vag A0 I 6'+1 i• n.•ni I It ld_ x16.1 +s.na 60 W-0 r11. f I ! aMl ! i 3.10-1 !•:C : ,1.1• 6p0 240 aIMI" I.. vm1r1 r.vinn.= `• lr a S40 11 ° W9 f bf O 6°° 940 1140. 1940 r14o :46a !aero 60,0 340 }a0 M4 :4a }aa I 040 1 Plate Offsets (& VI, 2tP;N'_ 0. 8:0•&8.0.0.10. 11:0.2 14.0.2$ E . li LOADING (psr) 2-0-0 CSI OEFL In (lac) Ude# Ud PLATE GRIPTCLL300ateslnaease1.15 TC 0.38 Ven(Ll) -0.2112-13 ),999 240 MT20 1/ 244190TC10.0 lumberinoease 1.15 BC 0.57 Vert(TL) -0.52 12.13 X688 180 IV 187/143BCLL0.0 Rep Sbess lncr YES WB 0.55 Haz(TO 0.21 8 n/a NaSCOL100CodeISC2000RPI2002 (Malrlx) Wetghl• 1821b LUMBER BRACINGTOPCHORD2X4SYPNo.2 TOP CHORD Sin ck naf wood sheathing directly applied or 3.5.14 oa807CHORD2X4SYPNo.2 pudinsWEBS2X4SYPNo.3 BOT CHORD Rigid calling dlrec#y applied or 100.0 cc bradng. REACTIONS (b/*e) No 1657p•3 8 Max Holz 2-- I&Voed case 4) Max Up#t2=-101(I08d case 4 8=-101(loaO case 6) FORCES(Ib)-Max6ntmConVressfaryMaxfmtmTension TOPCHORD 1-2=0!10.2.3=271286.3.4=275953.4-5=2715/184.54 -2715104.6.7=-2755/29. 7-8=-2712/27, 8-9=O(70 BOTCHORO 2.15=788314, 14-15=.82x2311. 1 31 4=-561703.12-13=81401, 11-12=011703. 10.11=0r2311. 8-10=08314 WEBS 3.15=0/157.314=1521/45.313--GW4.4.13=,iWI72.5.13=1561578.5.12=10311578. 6.12--354!172 7-12=0!884.7-11=-1521q.7-10=0197 NOTES $$ qJ1) Uni> Nrkaed roof live loads have been omsldered for Ws design. ` V1Md: ASCE 798; 90mph: h=2511 TCDL=6.Opsf: BCOL=6.Opsf: Category 11; Exp B: endased: MWPRS gable end W - zone' oentlever let and.11ght exposed : and vertCN let and right exposed: lumber DOL -1.33 plate grip DOL=1.33. Or3) This buss has been designed fora 10.0 psi bottom dxx live bad norncorna rrard with any o0nerlive loads, y, l4)All plates are MM plates unless otherwise indicated. NN5) This Itrussrequ res plate Inspection per the Tooth Count Method when this buss Is d town for quality essuranoe dl, 6) One RT7 USP connectors recommended to connect truss to bee" wals due to uplift at 9(s) 2 and 8 ` LOADCASE(S) Standard 'Qfyp D SAMPLE: NOT FOR PRODUCTION Cumulative, Dimensions. Panel' Length-(feet-inches=si)kteenths) Pre -splice faceplate P,Iate;Size and"Orientations .• Truss Depth, ; Bearing .Location'. Truss Span (feet-inches=sixteenths). Plate, Offsets Design Loading; (PSF,), Spacing O.C. (feet -inches -sixteenths), Duration- of Load for Plate andLumberDesign- I Code ITopChord, Bottom Chord and Web. Maximum Combined Stress Indicies Deflections (inches) and Span to Deflection Ratio Input Span to Deflection Ratio MiTek Plate Allowables (PSI) Lumber Requirements Reaction (pounds) Maximum Bearing Required (inches) Maximum Uplift and/or Horizontal Reaction if Applicable Required Member Bracing Member Axial Forces for Load Case 1 Notes Additional Loads/, Load Cases Truss Weight MiTek Industries, Inc. 14515 North Outer forty Drive Suite 30-0, Chesterfield, MO 63017-5746 3,14)434-1200 Phone www.mii.com WEBSITE 1FT-01 IFLOOR I 1 113 Spring Floor Truss O.UW s Feb 16 2004 M1TeliIndustdes. 1n, Wed 19.:" WOWA-= to it M- 1 - 1 1 0 w n _• -_ 7brY_ Sve ' 16! E E a >• a 7: v La= aaurwr.> 7su 161 YRO]M= Si= V,0 M M.X vU fest- Et n li u IE G1l la 16:30 30 2tx14 Page M0 7.10 Jn 7J= lJ- 76 0 m_ OTHERS 4 X 4 SYP 120OF 1,2E M N M1a" o' 1iNJ KOO nlo+ 1: :SNI LOOqac Plate sets X.Y 0-1-0, a. dge.10'0- 7aoa ran 10o r1w 1 U 1x1 400 e. 30.0 . 31:03-0,Ed e • ILOADING (Psi) SPACING 2-0.0 TCI. 40.0 Plates Inaease 1.00 CSI TC DEFL In 0.97 loc) Well L/d PLATES GRIP TCOL 10.0 Lumber Increase 1.00 BC Vert(LL) -0.35 0.98 Vert(TL) -0.54 31.32 x678 360 31-32 x439 240 MT20 SCLL 0.0 BCDL 5.0 NOTES 1) Unbalanced floor gve loads hem been considered for this design. 2) All pates are MT20 Rep Stress Inc YES Code BOCA/TPI2002 WB 0.82 Horz(TL) 0.06 27 Na n/0( MT20H 187/143 MT18H 244!190 t1 Mabix) on5) One RT7 USP anedors mcommerided to connect hiss to bearing wags due to uplill at 11(s) 21. 6) Design asstanes 4x2 (flat adinlelon) plains at oc spadng Indicated. fastened to Weight: 178 b buss TC w/ 2-10d nags. 7) Recommend 24 strongbacim on edge, spaced at 10.0-0 oc and fastened to each buss with.316d nails. Sn%badcs to be alladled to walls at ylelr outer ends or rest ned by ogler means. LUMBER TOP CHORD 4 X 2 SYP No,2® 8) CAUTION, Do rot ered truss backwards. BRACING BOT CHORD 4 X 2 SYP NoA 'Except- TOP CHORD Structural wood 5t1 2-2-0 octtlingtli appliedWEBS34374X2SYPNo2purges, except end vappliedor d X 2 SYP No.3 BOT CHORD Rigid calling directly applied or 6.oc bracing. 0.0 OTHERS 4 X 4 SYP 120OF 1,2E M N REACTIONS (b/size) 39=937/038.27=2066/0-38, 21=259/0.38 Max Uplift21=10(hload case 2) Max Grav39=956(Iced case 2), 27=20660oad case 1). 21=431(load case 3) FORCES(b)-MalimumComPMSsI0Wa)1mumTenslon TOP CHORD 21,38=_360, 20.38=364,1.2=1879M. 2-3=-1875M. 3d=187510, 4-5--344810, 54-34490. 6.7=34484. 7-2710/0, 8.9=-26844. 9.10=-1844fo. 10.11=352!250, 11-12=012271, 12-13=x2276. 1314=x1742.14-15=370/1284, 15-16=373/1285, 16.17=-7501864, 17-18=-7591864. 18-19--7701374.19-20=2(0.1-39,-95" BOT CHORO 3637=010.3536=02936.37/-35=0I4355.33-34=0/d355.3233=x3340.3132=0(1844, 30-31=011844, 294D::0/1644.28-29=117&00. 27-28--11W. 26-27z-2276fO. 2-1-26---172410, 24.25=10651582, 2324=1065/582.22-23=1'720950, 21-22=16M53WEBS9-31=741)0.10-30--0/749.13-27=1023/0, 1624=00, 136=x2036, 3-36=-237/0, 436=-11734, M. 1 Sw1129=x1604, 10.294=40 8q 13.21z.671 1s22- 2261Q4 , 18.22--227/310.1 23= 4 . t623=x410. 1525=-1/6134.14-26=X3510.1326=0/907,14-25=0/1023. 1625=5914 NOTES 1) Unbalanced floor gve loads hem been considered for this design. 2) All pates are MT20 plates unless oV*wlse indicated. 3) This truss requires plate Inspection per the Tooth Count Method when yds trussInspection, Is down for quality assurance 4) Sealing at joint(s) 39 considers parallel to grain value using ANSViPI 1-19% angle to grain formula. Buidingdesigner t1 sholad verily capacity, of bearing safaoe. on5) One RT7 USP anedors mcommerided to connect hiss to bearing wags due to uplill at 11(s) 21. 6) Design asstanes 4x2 (flat adinlelon) plains at oc spadng Indicated. fastened to buss TC w/ 2-10d nags. 7) Recommend 24 strongbacim on edge, spaced at 10.0-0 oc and fastened to each buss with.316d nails. Sn%badcs to be alladled to walls at ylelr outer ends or rest ned by ogler means. I- I<08) CAUTION, Do rot ered truss backwards. LOADcAsSAMPLE: NOT FOR PRODUCTION WEB LATERAL BRACING RECOMMENDATIONS PAWN& MALING (X -f3 KING) 5ff MAX, VVV6 FOI?Cl: CWV?f) IOd GUN NAII.5 5ff NM5 4 ANI7 5) M55 VVef3 KMIXT5 TYPICAL WEB BRACING GENERAL NOTES: I) THE DIAGONAL BRACING IX- BRACING) TRANSFER THE CUMULATIVE LATERAL BRACE FORCES INTO THE ROOF FWD/OR CEILING DIAPHRAGM. NO ADDITIONAL TYPE BRACING MATERIALS LATERAL FORCE HAS BEEN ADDED FOR WIND 2) THESE DIAPHRAGM CALCULATIONS ARE BASED ON THE LATERAL BRACE CARRYING 2Z OF THE WEB FORCE. A 1x4 #2 STD CONST (r7PF. DF, HF. OR SYP) 3) DIAGONFL BRACING MATERIAL MUST BE THE SAME SIZE AND GRADE IOR BETTER) AS THE LATERAL BRACING MATERIAL AND SHALL BE NAILED AT EACH END AND EACH INTERMEDIATE TRUSS WITH (2) 10d GUN NAILS 1131 10d GUN NR1LS FOR B 20 #3 5TD GON5T (SPF, DF, HF, OR 5YP) 2x6 DIRGONALS) y) CONNECT LATERAL BRACE TO EACH TRUSS WITH 121 10d GUN NAILS (131 10d GUN NAILS FOR 2x6 LATERAL BRACES). 5) THE 10d NAILS SPECIFIED SHOULD BE 3.0' LONG AND 131- IN DIAMETER. G 2x4 #3 5T0. GONST. (5PF. DF, HF. OR 5YP) 6) LATERAL BRACING SHOULD BE CONTINUOUS AND SHOULD OVERLAP AT LEAST ONE TRUSS SPACE FOR CONTINUITY 7) FOR ADDITIONAL. GUIDANCE REGARDING DESIGN AND INSTALLATION OF TRUSS 2x6 #3 5TD CONST 5PF, DF, HF, OR 5YP BRACING REFER TO SCSI -BI SUMMFIRY SHEET. B) SEE SEPARATE TRUSS ENGINEERING FOR WEB FORCES MAXIMUM WEB FORCE (LBS.)" 24" ON GENTER 48" ON GENTER 72" ON GENTER X-6RAGE BRACING MATERIAL TYPE BRACING MATERIAL TYPE DRAGING MAT TYPE BAY 51ZE A D G D A D G D G D 10'-0" 4600 ' 4600 ' 4600 ` 6800 ` 1344 4600 ` 4600 ' 6800 ' 4034 6382 12'-0" 3842 ' 3842 ' 3g42 " 5814 ` 1344 3842 ' 3g42 ` 5814 3g42 ' 5814 ` 14'-0" 3450 ' 3450 ' 3450 ' 5175 1344 3450 ` 3450 ` 5175 ' 3450 ' 5175 ` 16'-0" 3066 1 3066 1 3066 ` 4600 ' 1344 3066 ` 3066 ' 4600 ` 3066 ` 4600 ' 18'-0" 2760 ` 2760 ` 2760 ' 4140 ' 1344 2760 ` 2760 ` 4140- 2760 ' 4140 ' 20'-0" 2508 ' 2508 ' 2508 ` 3763 ` 1344 2508 ' 2508 ` 3763 ` 2508 ' 3763 ` CONTROLLED DY CONNECTION MAX. FORGE5 FROM MITEK DETAIL # 1-15-001-080183 Manuel Martinez, P.E. 1. American FLORIDA PROFESSIONAL ENGINEER LICENSE # PE 47182ABSD, Builders SupplySupph 1000 Carroll Street -Clermont, FI. 34711 Phone: 352-394-2116 Fax: 352-394-1968 TYPICAL CORNER SET INSTALLATION 12 ( 2) IOd ML5 O VARIES OrflONM& 505585 WrtOM cow 2) IOd NAIL5 l M'IC& O W JACK (CJ5) OP (Q'5) 12 3) IOd NA1L5 R VAt?I S EACH 51171: MOW& M13 CONFICAWMON 2) IOd NAIL5 EACH 9t7E OI'fIONAI. WED CONFIGURArION TYPICAL COUP JACK (HJ) 12 ( 3) IOd M5 W15 EACH 51VC IAB 2) IOd NAIL5 EACH 511E NOTE: PLATES SHOWN ARE MINIMUM SIZE. 20 GAUGE TRU55 CONNECTOR M'ICAL 505501?5COR WJACK(HJ) 6U55ET5 ATTACHED TO EACH JOINT. DOTH FA(E5. MINIMUM GRADE OF LUMDERJ EJ ( #) I JETOPCHORD (2x-): NO 2ND 5YP' 1 60TTOM CHORD (2x-). NO. 3ND 5YP CJ( #) L z WEDS,(Zx-): NO. 3 5YP ZJ EXCEPT #3 5YP CHORD 5' SPAN J(#) CONgoloN 19wil, C # TYPICAL LOADING (P.S.F.) 2) IOd GUN M5 TILE- SHINGLES v v s FOP EACH LOCAnoN TOP LIVE LOAD 20 20 51IOWN TOP DEAD LOAD 15 7 BOTTOM DEAD LOAD. 10 10 TOTAL: 45 37 1 5TRE55INC. 1.25 1.25 WIND DE516N. MAX. 140 MPH PER M'IC&COIMP5EtLAYOUr ASCE 7-10 Manuel Martinez, P.E. American FLORIDA PROFESSIONAL ENGINEER rs AB Builders LICENSE # PE 47182Sluwk3aHaiwMSuPPlySwAv 1000 Cartoll Street -Clermont, Fl. 34711 Phone: 352-394-2116 Fax: 352-394-1968 TYPICAL GABLE END DETAIL TYPICAL n1AGON& ATTAOf12 t0 VEPfIC&- TYPIC& IX4 OR 2X4 'V' 5E TAf31-E POP MAXIMUM WAa, (IF APPLICMLE) , 11665 NAII.E17 TO VEPfICAI.- 5EE TAME PR MAX. IrICNT5 12 r5 All Piraclrlq to 6e a Minimum 5PE Stud Grade or 13etter TYPICAL GABLE END ExterlOr Grade 56eathlrq MINIMUM GRADE OF LUMBER TOP CHORD (20): NO. 2 5YP BOT CHORD (2x4) NO. 2 5YP WED5 (2x4): NO 3 5YP 10 OP 20 l3 A5 MQUIMI7 2) CONNECTOR PLATES MINIMUM 1) 20 GAUGE AT EVERY JOINT L" BRACE DETAIL TYPICAL LOADING (P 5.F.) NOTE: TILE: SHINGLES. 1) USE 8,1 GUN NAILS AT 4" 0 G FOR 10 AND TOP LIVE LOAD 20 20 IOd AT 4" OC. FOR 2x4. TOP DEAD LOAD 15 7 BOTTOM DEAD LOAD. 10 10 2) IF STRUCTURAL SHEATHING 15 U5ED ON THE TOTAL. 45 37 FACE OF GABLE THE ENGINEER OF RECORD 5TRE 75 INC. 125 1.25 MAY DEEM L -BRACING UNNECESSARY. MAXIMUM HEIGHT TABLE WIND VELOCITY - 120 M.P.H. 5PAGING OF MAX. LENGTH MAX LENGTH MAX. LENGTH MAX. LENGTH VERTICAL5 NO BRACE 1x4 DRAGE 2x4 BRACE' 2x6 BRACE 12" 4'2" 61111. 81CI•' 13'10" 16" 31101. 5.111, 7'10" 12'3" 24" 1 3'4" 4'10" 65" 1010" DEYOND TH15 LENGTH 1,15E 2x6. Manuel Martinez, P.E. American FLORIDA PROFESSIONAL ENGINEER 4A Builders LICENSE # PE 47182 Am konBWhim SupplySapplr 1000 Carroll Street- Clermont, Fl. 34711 Phone: 352-394-2116 Fax: 352-394-1968 TYPICAL PIGGYBACK ATTACHMENT DETAIL 2YA PUI-IN5 - At 48" O.C. SHIM POP FULL CONTACT 5ff NM #3C 5ee N011 1 SE:E: NOTA #3C3 W NOtE # ZA 1G Y6 18155 W NOTE # 20 INT ACI; INTEITAU Zri E; NC>Tl; #2A SSE: NOTA #3A PA555 5 NM 2C TYPICAL LOADING (P.5f.) IMP AaTILESHINGLES: TOP LIVE LOAD 20 20 TOP DEAD LOAD: 15 7 BOTTOM DEAD LOAD. 10 10 TOTAL- 45 37 5TRE55 INC 1.25 125 WIND DESIGN: MAX. 140 MPH PER A5CE 7-10 NnTF. I1 2x4 PURLINS ON FLAT TOP CHORD 5ECTION OF BA5E TRU55 AT ALL JOINTS, NOT TO EXCEED 4'-0" O.G. OR THE MAXIMUM ALLOWABLE PURLIN SPACING OF 6A5E TRU55- (5EE BA5E TRU55 ENGINEERING FOR MAX. 5PACIN6) ATTACH PURLINS TO TOP GHORD OF BASE TRU55 WITH MIN. 2 EA. 10d NAILS 21 IF 5HEATHIN6 DOE5 NOT OVERLAP PIGGYBACK / 6A5E TRU55 INTERFACE BY AT LEAST 12" ATTACH PIGGY BACK U51NG ONE OF THE FOLLOWING. a 1-1/4" X 12" 20 GAUGE STRAP (U5P # LSTA-12 OR EQUIVALENT) TO ONE SIDE OF TRUSS CENTERED ON INTERFACE WITH MIN 5 EA 8D NAILS EACH SIDE OF INTERFACE: b 2 X 4 X 4'-0" GRADED SCAB TO ONE SIDE OF TRU55 CENTERED ON INTERFACE WITH MIN. 10d NAILS STAGGERED 3" O.G FULL LENGTH OF SCAB: c 6" X 8" NOM. 1/2" STRUCTURAL SHEATHING GUSSET PLATE TO BOTH SIDES OF TRU55 CENTERED ON INTERFACE WITH MIN 5 EA. 8d NAILS EACH SIDE OF INTERFACE. 31 FOR PIGGY15AGK5 OVER 16'-0" IN LENGTH U5E ONE OF THE FOLLOWING IN ADDITION TO THE ABOVE REOUIREMENT5 a- ATTACH MITEK 18 go 7H HAMMER ON PLATES ON EACH 51PE OF TRU55 AT EACH 6A5E TRUSS JOINT: b USP FRAMING ANCHOR RCDP OR SIMPSON H 2.5, ONE CONNECTED TO PIGGYBACK AND PURLIN, AND ONE CONNECTED TO PURLIN AND 6A5E TRU55 STARTING AT MIDDLE OF PIGGYBACK AND EVERY OTHER PURLIN. c 6" X8" 1/2" STRUCTURAL SHEATHING GUSSET PLATE AT EACH DA5E TRUSS JOINT, BOTH SIDE5 OF TRU55. USING MIN. 3 EACH 6d NAILS EACH CHORD- (TOTAL 12 NAILS) Manuel Martinez, P.E. American FLORIDA PROFESSIONAL ENGINEER Builders LICENSE # PE 47182ASmokaa8a0dvrsuPPIYSapp,:, 1000 Carroll Street - Clermont, FI.34711 Phone: 352-394-2116 Fax: 352-394-1968 WEB (L & T) BRACING RECOMMENDATIONS rA IOd GUN M5 C. L-13 pa M13 L -BRACE SECTION TYPICAL T -BRACING NOTE Oro I kv, lwli T -BRACE SECTION 1) T -GRACING TO DE U5E0 WHEN CONTINUOUS LATERAL DRACING 15 IMPRACTICAL. T-DRACE MUST COVER q0% OF WEB LENGTH. 2) L-DRACE CONFIGURATION MAY DE USED IN LIEU OF T-DRACE. 3) MATERIAL SHALL DE 5PF OR 5YP GRADED LUMDER. xo I cxv I cxv I LAv I LAv AmericanAdtBuilders Amerian BuiUm SupplySW0ABS 1000 Carroll Street -Clermont, FI. 34711 Phone: 352-394-2116 Fax: 352-394-1968 Manuel Martinez, P.E. FLORIDA PROFESSIONAL ENGINEER LICENSE # PE 47182 I-0rv-wrvv v11 -V_ ir%oL_V_ PER SPECIFIED CONTINUOUS ROWS OF LATERAL BRACING IN TRUSS ENGINEERING) ONE -PLY TRUSS TWO-PLY TRUSS WEB SIZE 1 ROW 2 ROWS 1 ROW 2 ROWS 2x3 1x4 2x4 2x4 2x4 2x4 1x4 2x4 2x4 2x4 2x6 1x6 2x6 2x6 2x6 xo I cxv I cxv I LAv I LAv AmericanAdtBuilders Amerian BuiUm SupplySW0ABS 1000 Carroll Street -Clermont, FI. 34711 Phone: 352-394-2116 Fax: 352-394-1968 Manuel Martinez, P.E. FLORIDA PROFESSIONAL ENGINEER LICENSE # PE 47182 m r 0 D o) z mO— mm o m L OD r- mNZ. G) Z m m GENERAL VALLEY NOTES: 1) RAFTERS TO BE 2x4 SPACED 24" O.C. UP TO 8', USE 2x6 UP TO 12' LENGTH. 2) RAFTER LENGTHS (FROM RIDGE TO CLEAT) OVER 12'-0" TO HAVE (2x4) COLLAR TIE, OR KICKER, AT 1/2 RAFTER SPAN (UP TO 24'-0" MAX RAFTER LENGTH). 3) RIDGE BOARD SHALL BE 2x6 MIN. FOR 2X4 RAFTERS, & 2X8 MIN. FOR 2X6 RAFTERS. 4) ATTACH RAFTERS 4' OR LONGER TO RIDGE BOARD AND CLEAT USING (1) USP H2.5A CONNECTOR, NAILED 8-8d, ALL OTHERS TOENAIL WITH 10d. 5) ALL CONVENTIONAL FRAMING LUMBER SHALL BE SPF STUD GRADE OR BETTER. COLLAR TIE (AS REQUIRED SEE GENERAL VALLEY NO1 ES). HUGHES HUS -26 FASTENED TO 1) USP H2.5A AT END OF PEAK OF PREVIOUS TRUSS. EACH FRAMING MEMBER. TRUSSES BELOW SEE VALLEY NOTE #4.) 5 MILSGUN ILS EACH END. ANCHOCLEAT UNDER VALLEYIFRAMIN R O EACH TRUSS BELOW WITH (4 10d NAILS FOR VALLEY RAFTERS UNDER 6' AND LESS. OVER 6' USE USP H2.5A CLIPS. IF CLEAT IS OVER SHEATHING AND VALLEY RAFTER IS OVER 6' USE (1 3/8" x 4" LAG SCREW WITH 1" WASHER NDPERCLEAT, OR CUT SLOT AEND U P RT12F OR EQUAL AROUND TRUSS BELOW, SPACED (3) TRUSSES MAXIMUM. REPAIR FOR BROKEN WEB/CHORD REPAIR: (REF. ND5-C11) 1) SHORE TRU55 TO PROPER LEVEL 2) REALIGN BROKEN WED 3) APPLY APPROPRIATE 5GAD AND NAILING A5 INDICATED IN TADLE DELOW 5GAD SHALL DE OF THE SAME 51ZE, GRADE, AND 5PEGIE5 A5 THE WED MEMDER (U N.O.) OR BETTER. ALL NAIL VALUES ARE DASED UPON PNEUMATIC DRIVEN lOd GUN NAILS AND 5 Y P. LUMDER. NOTE - NAILS 5HALL DE D15TRIDUTED 50 THAT THE END 015TANGE. EDGE 015TANGE. AND 5PACIN6 WILL AVOID UNUSUAL SPLITTING OF THE WOOD. TOTRL NRIL 10d GUN) CHORD/WEB FORCE (LBF.) MIN. SCRB" LENGTH (FT ) 7 7140 2'0" 9 9180 11 1122- 3'0" 13 13260 3'6" 15 15300 4'0" 17 17340 14-6- 19 9380 5'0" 23 23460 5'6" 25 25500 6'0" 27 27540 6'6" 29 29580 7'0" 31 31620 7"6" 33 33660 8'0" 35 35700 8'6" 37 3774 0 9'0- 39 39780 9'6" 41 41820 10.0.. 43 43860 10'6" 45 45900 47 47940 49 49980 12'0" NOTE. 5GAD DOTH 51DE5. 5AME SIZE 6 5PEGIE5 OF WEB/GHORD TOTAL NAILS INCLUDE DOTH 5GAD5. 5TRE55 INCREASE = 1.14 OR 102#/NAIL 1/ 2 MINLENGTH NAILED T UNDAMAGED 5EC110N Mf - t0 * * NOSE DELOW KM INCREA5E MIN LENGTH A5 REO'D TO HAVE 1/2 LENGTH NAILED INTO UNDAMAGED 5ECTION. N&EPRE5ENT5 THE TOTAL NUMDER OF NAIL5 REQUIRED FOR 5GAD5 ON DOTH 511)E5. NAIL5 5HALL DE EVENLY DIVIDED DETWEEN DOTH 5GAD5 kAmerican iAB S Builders AmerkaD Builder swill supply 1000 Carroll Street - Clermont, FI 34711 Phone: 352-394-2116 Fax: 352-394-1968 ON EACH 51DE OF BREAK. Manuel Martinez, P.E. DA PROFESSIONAL ENGIN LICENSE # PE 47182