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HomeMy WebLinkAbout1107 W 8 St 15-2631 PERMIT & (A)RECEIVE AUG71 8 2015 CITY OF SANFORD BUILDING & FIRE PREVENTION p7/ 8 Y. PERMIT APPLICATION Application No: -63 Documented Construction Value: $ 363752-01 Job Address: 1107 W. 8th St., Sanford, FL 32771 Historic District: Yes D No 0 Parcel ID: 25-19-30-5AI-1014-0030 Zoning: Description of Work: New Residential Duplex Plan Review Contact Person: Joseph Hillery, Sr Phone: 407-330-7104 Fax: 407-328-8055 Title: General Contractor E-mail: Mygc@rlhmanagement.com Property Owner Information Name Emory & Gladys Green Phone: Street: 2181 Brisson Ave. City, State Zip: Sanford, FL 32771 Name RLH Construction Street: PO Box 625 Resident of property? : Contractor Information City, State Zip: Sanford, FL 32772-0625 Name: Street: City, St, Zip: Bonding Company: Address: Building Permit EZ Square Footage. 2760 No. of Dwelling Units: 2 Electrical 0 Phone: 407-330-7104 Fax: 407-328-8055 State License No.: CBC1251684/CCC1328743 Architect/Engineer Information Phone: Fax: E-mail: Mortgage Lender: Address: PERMIT INFORMATION Construction Type: Q i No. of Stories: Flood Zone: X New Service— No. of AMPS: 150 Mechanical 0 (Duct layout required for new systems) Plumbing 13 New Construction - No. of Fixtures: Fire Sprinkler/Alarm 13 No. of heads: U 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. Signature of Owner/Agentate I A 7 //, f 1. 9 /3 /1 < Stgnatu of Contractor ent Date car vsoc 1 .9; l,, Print 0\%mer/Age s m Print Contractor/ ent s e X 3 15 I" - Signature o -State ate Signature Date CEUA BERNARDI W COMMISSION / FF 16VA EXPIRES: November 16, 2018 ty Bonded 71w Notmy PueUc UttIbn Owner/Agent is Personally Known to Me or Contractor/Agent is Personally Known to Me or Produced ID Type of ID Produced ID Type of ID APPROVALS: ZONING: 0--,Y,&4S -sem CITILITIES: mob— WASTEWATER: ENGINEERING: ` 0"FIRE: BUILDING: - 44 COMMENTS: Ok to construct new duplex. Building meets the area and dimension regulations for the MR -2 zoning district. Building also meets the conditions per the approved Conditional Use dated September 15, 2015 Rev 1 i .urs City of Sanford Building and Fire Prevention Division 300 N. Park Ave Sanford, FL 32772 2015 Residential Permit Fee Calculation Form Effective August 2015 - February 2016 BP# I5-2631 1107&1109 W 8th Street Type of Construction: V III -B SQUARE FOOTAGE OF DUPLEX LESS GARAGE: I 21801square feet SQUARE FOOTAGE OF GARAGE ONLY: 580 s uare feet SQUARE FOOTAGE OF GARAGE AND DUPLEX: F 2760 s uare feet Dollar Valuation of Work: 303,732.09 State Fee: 93.07 Permit Fee 2,166.13 Application Fee: 25.00 Plan Review Fee: 911.20 Total Building Permit Fees: 3,195.40 ironic elevation OF 12" PAINTED STUCCO BAND ON CMU 12 SHINGLE ROOF 31 1_ II h 1 1t1I a II 1' 1I PILII , , I 1 ; ! ' 1 !1,1:1 'I I v iI iI • -,ITII' ._ 1 iI ' 1 i li I , rl I1 Ii n I I I I I 1 I I I 1 y li 1' 1. I ,I I' , —L IQ 11' , ,11 II L 'y-y1-I.r1!"I11 •' 1' " ' Il II l'' I' dL' ! ! I ' 1 1IlI'I!I LL . 11 1L- ' Ii 1 1 I 11; I 1ii V' e La1E cbtrt atzs __ 340 • ARCHITECTURAL SHINGLE ON 30 • FELT ON 5/5" EXT SHEATHING ON PRE- ENGINEERED WOOD TRUSSES 24" O.C. WITH 12" BATT INSULATION AND 1/2" GYP BD CEILING - EACH TRUSS STRAPPED TO CMU WALL WITH H6 HURRICANE ANCHORS —7 16 OCT 15 side elevation 1/2" GYP ON I" INSUL AND I X B ELEVATION MIRROR IMAGE rear elevation 12" x 24" CONC FOOTING W/ (3) • 5 BARS CONT ' 4" CONIC SLAB ON 6 MIL VAPOR BARRIER 6" CMU WALL WITH CELLS REINFORCED — W/ (1) • 5 BAR AND CONIC VERTICALLY AT ALL DOOR AND WINDOW JAMBS, ALL WALL INTERSECTIONS, AND 48" O.0 section aiLrwe2 design group Planning and Architecture LLC AA000?981 901 80le Menus $tulle 1100 W.I. Springs • Valeo • 12708 407 977 10906 eslormer0st0rmWd9 CM M I O O I 16 OCT 15 A5 I?0.mm' 2263 — — — — — — Yuu 0 4 m a W N W I + 24.43 2381 N to I 20' REAR SETBACK I I I I I® LOT 3 LOT 4 I I® I I I a I a I0 I 120.00' 22.4E site plan NORTH 4^ DBH OAK TREE 2349 22.41 16 OCT 15 landscape legend u 0 V1 trO. o1f`fe ii- PiO CANOPY TREE FROM SANFORD RECOMMENDED PLANT LIST ACCENT SHRUB FROM SANFORD RECOMMENDED PLANT LIST GROUND COVER FROM SANFORD RECOMMENDED PLANT LIST 22A1 (SPOT ELEVATION) Ar1'IIVvi-,j ,-LAIvS e.,, FNS. 7eDEPT. Ok to construct new duplex. Building meets the area and dimension regulations for the MR -2 zoning district. Building also meets the conditions per the approved Conditional Use dated September 15, 2015. project data I LEGAL DESCRIPTION: LOTS 3 AND 4, BLOCK 10, TIER 14, SEMINOLE PARK ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 2, PAGE 15. OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA 2 PROPERTY LIES IN FLOOD ZONE X 3. SPOT ELEVATIONS ARE BASED ON NAVD EE DATUM 4. THE CONSTRUCTION OF THIS PROJECT SHALL COMPLY WIT1-I:T 2010 FLORIDA BUILDING CODE - RESIDENTIAL 2010 NFPA I FIRE PREVENTION CODE MOST RECENT EDITION NATIONAL ELECTRICAL CODE WIND LOAD RESISTANCE OF 140 MPH design group Plonning and Architecture LLC 110002981 901 S.D. A-4 Stuite 1100 mmw SprM99 n—do • 32708 407 977 1080• e2101mer05t01matl9 C" W It•l 1 FINISH FLOOR ELEVATION SHALL BE 25.00 ti O AND TOP OF AC PADS SHALL BE 24.10— — 2450 e On 24-43-+- 120.00' 22.4E site plan NORTH 4^ DBH OAK TREE 2349 22.41 16 OCT 15 landscape legend u 0 V1 trO. o1f`fe ii- PiO CANOPY TREE FROM SANFORD RECOMMENDED PLANT LIST ACCENT SHRUB FROM SANFORD RECOMMENDED PLANT LIST GROUND COVER FROM SANFORD RECOMMENDED PLANT LIST 22A1 (SPOT ELEVATION) Ar1'IIVvi-,j ,-LAIvS e.,, FNS. 7eDEPT. Ok to construct new duplex. Building meets the area and dimension regulations for the MR -2 zoning district. Building also meets the conditions per the approved Conditional Use dated September 15, 2015. project data I LEGAL DESCRIPTION: LOTS 3 AND 4, BLOCK 10, TIER 14, SEMINOLE PARK ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 2, PAGE 15. OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA 2 PROPERTY LIES IN FLOOD ZONE X 3. SPOT ELEVATIONS ARE BASED ON NAVD EE DATUM 4. THE CONSTRUCTION OF THIS PROJECT SHALL COMPLY WIT1-I:T 2010 FLORIDA BUILDING CODE - RESIDENTIAL 2010 NFPA I FIRE PREVENTION CODE MOST RECENT EDITION NATIONAL ELECTRICAL CODE WIND LOAD RESISTANCE OF 140 MPH design group Plonning and Architecture LLC 110002981 901 S.D. A-4 Stuite 1100 mmw SprM99 n—do • 32708 407 977 1080• e2101mer05t01matl9 C" W It•l 1 SCAy IMS W O 3 O c Cti i. 0 16 OCT 15 Al 120.00' 1263 — — — — — — aa m I 0 a W 0 I + 24.43 0 + 2381 N r- — — — — — — — — — — — — — — — — I 20' REAR 16'-4• SETBACK I I I I I® LOT 3 LOT 4 I I® I I I I I I Q 0 FINISH FLOOR ELEVATION SHALL BE 25.00 n Y AND TOP OF AC PADS SHALL BE 2410— — 2450 v On 24.43+ I 1— — — — — — — — — — — — — — — Mme) W YIas O aWI N W 2335 120.00' site plan NORTH 22.48 4" DBH OAK TREE 23AS i.d W 6 Iwo rn W 22.41 16 OCT 15 landscape legend 101 E-1 1g •- CANOPY TREE FROM SANFORD RECOMMENDED PLANT LIST ACCENT SHRUB FROM SANFORD RECOMMENDED PLANT LIST GROUND COVER FROM SANFORD RECOMMENDED PLANT LIST 22.41 (SPOT ELEVATION) 1 APPROVED PLANS w y ENG. DEPT. Ok to construct new duplex. Building meets the area and dimension regulations for the MR -2 zoning district. Building also meets the conditions per the approved Conditional Use dated September 15, 2015. project data I. LEGAL DESCRIPTION: LOTS 3 AND 4, BLOCK 10, TIER 14, SEMINOLE PARK ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 2, PAGE 15, OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA 2. PROPERTY LIES IN FLOOD ZONE X 3. SPOT ELEVATIONS ARE BASED ON NAVD 88 DATUM 4. THE CONSTRUCTION OF THIS PROJECT SHALL COMPLY WITH:T 2010 FLORIDA BUILDING CODE - RESIDENTIAL 2010 NFPA I FIRE PREVENTION CODE MOST RECENT EDITION NATIONAL ELECTRICAL CODE WIND LOAD RESISTANCE OF 140 MPH design group Plonning and Architecture LLC AAOOD2984 901 BM. A—.* • St.ite 1100 Winter Spin9. rtahlo • 32708 407 977 10800 DalormerCetormadg.com I-, I" Mme) W O 3 O 1 0 16 OCT 15 Al REQUIRED INSPECTION SEQUENCE BP# 15-2631 Address: 1107 & 1109 W 8" Street BUILDING PERMIT Min Max Inspection Description Electric Underground 10 Footer / Setback 20 Electric Rough Stemwall 10 30 Foundation / Form Board Survey 10 Electric Final Slab / Mono Slab Pre our 20 Lintel / Tie Beam / Fill / Down Cell 30 Sheathing — Walls 30 Sheathing — Roof 40 Roof Dry In 50 Frame 60 Insulation Rough In 40 70 Firewall Screw Pattern 70 Drywall / Sheetrock 40 70 Lath Inspection Final Solar 50 1000 Final Firewall 50 1000 Final Roof 40 1000 Final Stucco / Siding 70 1000 Insulation Final Final Utility Building Final Door Final Window Final Screen Room Final Pool Screen Enclosure Mobile Home Building Final Pre -Demo Final Demo Final Single Family Residence 1000 Final Building (Other) REVISED: June 2014 ELECTRICAL PERMIT Min Max Inspection Description Min Electric Underground 10 Footer / Slab Steel Bond 20 Electric Rough 20 T.U.G. 30 Pre -Power Final 1000 Electric Final Gas Rough Gas Final MECHANICAL PERMIT Min Max Inspection Description Min Max Inspection Description 10 Plumbing Underground 10 1000 Plumbing Sewer 20 Plumbing Tub Set 1000 Plumbing Final Gas Underground Gas Rough Gas Final MECHANICAL PERMIT Min Max Inspection Description 10 Mechanical Rough 1000 Mechanical Final Min Max Inspection Description Gas Underground Gas Rough Gas Final Permit #: 15-2631 Address: 1107 & 1109 W 8th Street Structure Information Construction Type: Occupancy Type: Roof Type: Flood Zone: Number of Stories: III -B R3 Asphalt Shingle None 1 Number of Bathrooms: 1 Square Footage: 2760 Plumbing Fixtures: 12 Fire Sprinkler System: No Fire Alarm: No Occupant Load: 14 Plumbing Fixture Calculation 15-2631 1107 & 1109 W 8th Street Bath Tubs 1 Sinks 1 Drinking Fountain Solar Piping Disposal Soda Fountain Dishwasher Urinals Floor Drain Vacuum Breakers Sewer Connection 1 Washing Machines 1 Ice Maker Water Closets 1 Laundry Tubs Water Heaters 1 Lavatories 1 Water Piping 1 Pool Piping Water Softener Showers Total Plumbing Fixtures - 8 Revision r y City of Sanford Response to Comments CI _ _ Building & Fire Prevention Division Ph: 407.688.5150 Fax: 407.688.5152 JAN 0 5 2016 Email: building@sanfordfl.gov Permit # i rJ " 3 Submittal Date Project Address: i 10 i/ // -9 9 VA s4. Contact: os eph h i Ph: ' Ll9`7 - Z(o2- as Fax: 6/o7- 3a 8 8PSS Email: S/A 14jier(4 9 R L )4A Anrtl-cvnen4 oek% Trades encompassed in revision: Building Plumbing Electrical Mechanical Life Safety Waste Water General description of revision: 7i^tiSs Ccrrer4(ov\ ROUTING INFORMATION Approvals 11 Building SE 1-`-16 Department Utilities Waste Water Planning Engineering Fire Prevention General description of revision: 7i^tiSs Ccrrer4(ov\ ROUTING INFORMATION Approvals 11 Building SE 1-`-16 CITY OF SANFORD BUILDING AND FIRE PREVENTION DIVISION 300 N. PARK AVENUE SANFORD FLORIDA 32772 PHONE: 407.688.5150 FAx: 407.688.5152 PLAN REVIEW COMMENTS Application Number: 15-2631 Date: December 29, 2015 Contact Person: Joseph Hillery, Sr Contact Fax Number: Contact E-mail Address: JMHilleryna,rlhmanagement.com Project Description: New Duplex Job Address: 1107 / 1109 8"' Street 31 Review: COMMENTS: 1. The truss engineering package has been designed for Exposure C while the plans have been designed for Exposure B. Please provide revised truss engineering designed for the correct wind exposure. FBC 107 2. The truss connector specified LUS26 again is for attachment to frame construction, according to the most current Simpson Strong -Tie catalog. Please provide a truss to masonry connector that meets the required uplift for each truss. FBC 107 Any error or omission in this plan review shall not be construed to grant approval of any violation of any of the adopted codes or municipal ordinances of this jurisdiction. Please direct any questions you may have to Steve Fiorey at 407-688-5065 or by E-mail at steve.fiorev@sanfordfl.gov . Respectfully, Steve Fiorey Residential Plans Examiner Revision -.;,Ys.r".T- City of Sanford Response to Comments I Building & Fire Prevention Division DEC 0 8 2015 Ph: 407.688.5150 Fax: 407.688.5152 Email: building@sanfordfl.gov Permit # 15 &6-;1 Submittal Date a A Project Address: 11,93 V g 4k iS t Contact: IIer', 5( - Ph: * L 0 7- 3,30- -7/01-1 Fax: f o 7 - 39 S- F oS.S Email: JA RL 4 M g n tl{ -evn eA • cotyle Trades encompassed in revision: General description of revision: EYBuilding '1esI S2 Plumbing Electrical Mechanical Life Safety Waste Water ROUTING INFORMATION Approvals 0 Building 6014MN-6 )-l'aQ 9 Department Utilities Waste Water Planning Engineering Fire Prevention ROUTING INFORMATION Approvals 0 Building 6014MN-6 )-l'aQ 9 CITY OF SANFORD BUILDING AND FIRE PREVENTION DIVISION 300 N. PARK AVENUE SANFORD FLORIDA 32772 PHONE: 407.688.5150 FAx: 407.688.5152 PLAN REVIEW COMMENTS Application Number: 15-2631 Date: December 1, 2015 Contact Person: Joseph Hillery, Sr Contact Fax Number: Contact E-mail Address: JMHillery(iMhmanagement.com Project Description: New Duplex Job Address: 1107 / 1109 8"' Street 2"d Review : Contractor was requested to follow the Residential Submittal Guidelines and provide all applicable information. This review consists of all of the requirements on the submittal guidelines that were not provided. COMMENTS: General/Floor Plan 1. The type of construction is required to be listed on the plans, in accordance with FBC Section 602. FBC 107, Submittal Guidelines 2. Complete Wind Design Data is required to be listed on the plans, in accordance with FBC Chapter 16: Ultimate wind speed, Nominal Wind Speed, Risk Category, Exposure Category, Component and Cladding FBC 107, Submittal Guidelines 3. Please provide a tested (such as UL) rated wall assembly for the 2 -hour wall FBC 107, Submittal Guidelines, FBCR R302.3 4. Please provide a detail, in accordance with the tested design, of how the 2 -hour wall will be constructed, including framing and termination points. FBC 107, Submittal Guidelines 5. Please provide the size and location of the required attic access in both units, with the required switched light shown on the electrical floor plan. FBC 107, Submittal Guidelines, FBCR R807 6. Please provide a note on the plans stating the access door from the garage into the living space will be equipped with a self-closing device, in accordance with FBCR R302.5.1 FBC 107, Submittal Guidelines 7. Please provide a complete lintel schedule for the block walls. FBC 107, Submittal Guidelines 8. Please provide all exterior opening (doors/windows) minimum design pressures FBC 107, Submittal Guidelines 9. The A/C condensers are shown at different locations on different pages of the plans. Please revise the plans to indicate where the A/C condensers will be located. FBC 107, Submittal Guidelines r + Foundation /Slab - 10. The footer details are for two different sized footers, however the dimensions listed for both show 12" x 24". Please revise the dimensions to match the indicated sizes. FBC 107, Submittal Guidelines 11. The foundation page isn't clear on where Footer "A" begins and ends, and where footer "B" begins and ends. Please clarify on the foundation page. FBC 107, Submittal Guidelines 12. Please provide the type of slab reinforcement on the foundation page — fiber mesh, welded wire fabric? FBC 107, Submittal Guidelines 13. The type of termite treatment is required to be specified on the plans. A general statement to follow a specific code section is not acceptable. FBC 107, Submittal Guidelines 14. Please provide the required compaction density for the mono -slab. FBC 107, Submittal Guidelines 15. Please provide the reinforcing steel overlap for each size of rebar that will be used. FBC 107, Submittal Guidelines 16. Please provide the reinforcing steel grade for the rebar that will be used. FBC 107, Submittal Guidelines 17. Please provide a relieving arch detail for any pipe penetrations of the footing. FBC 107, Submittal Guidelines Elevation Page 18. Please provide the type of attic ventilation that will be used and the calculations on the elevation pages. FBC 107, Submittal Guidelines Trusses/Structural 19. Please provide a conventional framing detail for the 2x4 wood rafter overbuild FBC 107, Submittal Guidelines 20. The plans (sheet A3) are required to have a truss layout, including the truss ID's, that match the truss layout provided by the truss engineer. FBC 107, Submittal Guidelines 21. Sheet A5, Detail 4 shows a standard wall detail with the notation to use H6 connectors for each truss. H6 connectors are for truss to framing connections. Please provide each truss connection, as required by the truss engineer that is applicable to the type of construction (truss to masonry). FBC 107, Submittal Guidelines 22. Please provide a non-bearing frame wall detail for clarification FBC 107, Submittal Guidelines Mechanical 23. The engineered A/C condenser hold down information provided is not legible — the print can barely be read. Please provide legible paperwork. FBC 107, Submittal Guidelines 2- Electric ' 24. The service riser detail calls for 200 amp service while the electric load calculations call for 150 amp service. Please clarify the correct service size that will be used on all documents. FBC 107, Submittal Guidelines 25. Please provide the location of the indoor service panels on the electrical floor plan. FBC 107, Submittal Guidelines 26. All required GFCI receptacles are required to be labeled on the electrical floor plan. Please revise as necessary. FBC 107, Submittal Guidelines 27. Please review the kitchen receptacle spacing — kitchen receptacles are required to be spaced no more than 4 feet apart. FBC 107, Submittal Guidelines, NEC 210.52(3)(C)(1) 28. A receptacle is required within 24 inches of each side of the sink. Please revise the electrical floor plan as necessary. FBC 107, Submittal Guidelines, NEC 210.52(3)(C)(4) 29. The electrical floor plan shows a duplex receptacle providing power for major appliances (water heater, dryer, washing machine, air handler, dishwasher). Please provide the correct means of how these appliances will receive power. FBC 107, Submittal Guidelines 30. At least 1 receptacle shall be installed at the front and back of each dwelling, accessible at grade level. Please revise the electrical floor plan to show this requirement. Please also indicate as GFCI and weather protected. FBC 107, Submittal Guidelines, NEC 210.52(E)(1) 31. The porch outside of the sliding glass door is required to be provided with at least 1 receptacle, GFCI and weather protected. Please revise the electrical floor plan to show this. FBC 107, Submittal Guidelines, NEC 210.52(E)(3) 32. Each A/C Condenser requires a service receptacle within 25 feet of the unit. Please revise the electric floor plan. FBC 107, Submittal Guidelines, NEC 210.63 33. Each A/C Condenser requires a means of disconnect at each unit. Please revise the electric floor plan. FBC 107, Submittal Guidelines, NEC 440.11 34. Please provide a note on the plans that the smoke detectors and carbon monoxide detectors will be hard -wired and interconnected, as required by FBCR R314.5 FBC 107, Submittal Guidelines 35. Hallways 10 feet or longer require at least 1 receptacle. Please revise the electrical floor plan. FBC 107, Submittal Guidelines, NEC 210.52(H) Product Approval 36. Please provide two copies of Florida Product Approval and Manufacturer Installation Instructions for the following products: siding, roof underlayment, roof vents. Please also update the Product Approval Specification Sheet. FBC 107, Submittal Guidelines, FS553.842, FAC61G20-3 Any error or omission in this plan review shall not be construed to grant approval of any violation of any of the adopted codes or municipal ordinances of this jurisdiction. Please direct any questions you may have to Steve Fiorey at 407-688-5065 or by E-mail at steve.fiorey_(a),sanfordfl.gov . Respectfully, Steve Fiorey Residential Plans Examiner 3- Revision O City of Sanford kesponse to Comments O Building & Fire Prevention Division Ph: 407.688.5150 Fax: 407.688.5152 NOV 16 7015 Email: building@sanfordfl.gov BY:___ Permit # M-2, 6 3 1 Submittal Date //S Project Address: J J& 0% 'IA/, Rah s4 Contact: 1-505.eek Department 2 Z Con,Str'Hc:oh Waste Water Ph: t-10:2- :3,30- :2/0.0 Fax: x/0 7 -- 3;? FL — S Email: TAI1 aMet, , (d 12L a A4,4y A1,eMe,,4, Cove Trades encompassed in revision: General description of revision: ! 9 Building 9r.-SI20IN s % Reic-40, Comm e.,? S Plumbing Electrical Mechanical Life Safety Waste Water ROUTING INFORMATION Approvals 42- --L( (,oMAW7S Department Utilities Waste Water Planning Engineering Fire Prevention 0 Building ROUTING INFORMATION Approvals 42- --L( (,oMAW7S CITY OF SANFORD BUILDING AND FIRE PREVENTION DIVISION 300 N. PARK AVENUE SANFORDj, FLORIDA 32772 PHONE: 407.688.5150 FAx: 407.688.5152 PLAN REVIEW COMMENTS Application Number: 15-2631 Date: November 3, 2015 Contact Person: Joseph Hillery, Sr Contact Fax Number: Contact E-mail Address: Mygc(a,rlhmanagement.com Project Description: New Duplex Job Address: 1107 / 1109 80' Street The following is a list of the areas of the submitted plans that contained violations of the codes adopted by the City of Sanford and enforced by the Building Division. The violations noted must be addressed before the plans can be approved. Changes to plans shall be submitted on the same size format as the original submittal. Changes to construction documents that require an Architect or Engineer's seal must be submitted with the appropriate seal. Provide two copies of affected plan sheets and/or supplemental information as requested. COMMENTS: 1. The signed and sealed plans have been designed for the 2010 Florida Building Code. The current edition is the 5`h Edition Florida Building Code (2014). Please submit two (2) copies of signed and sealed plans that are designed in accordance with the current Florida Building Code. The current edition of the NEC shall be noted on the plans as well. In addition, the plans are required to include all of the applicable information stated on the Residential Permit Submittal Guidelines, for instance: Wind Design Data — complete, per FBC Chapter 16 Foundation Details / Termite Treatment Electrical load calculations / GFCI requirements / arc -fault / tamper-resistant receptacles The plans include a duct layout and the energy calculations include a duct layout. Please remove the duct layout from the signed and sealed plans as it doesn't include all of the required information Truss layout with truss id's on the signed and sealed plans to match Truss Engineering layout Engineered method of attaching a/c condenser to the concrete pad An electrical floor plan for both units. The plans will not be accepted if any of the applicable information stated on the Submittal Guidelines is missing. I am including a copy of the Guidelines with these comments for your convenience. No plan review has been conducted. Any error or omission in this plan review shall not be construed to grant approval of any violation of any of the adopted codes or municipal ordinances of this jurisdiction. Please direct any questions you may have to Steve Fiorey at 407-688-5065 or by E-mail at steve.fiorey(a,sanfordfl.gov . Respectfully, Steve Fiorey Residential Plans Examiner 910 Belle Avenue Winter Spnngs, Florido 32765 407 977 1080 AA0002984 bstarmer@starmerdg.com NUV 1 82015 Jei lc+Ki design group Plonnmg and Architecture LLC AA0002984 13 Nov 15 Steve Fiorey Residential Plans Examiner City of Sanford Building and Fire Prevention Division 300 Park Avenue Sanford, Florida 32772 Re: Application No. 15-2632 New Duplex Mr. Fiorey Please accept this letter as written responses to the review comments from your office dated 5 Nov 15 for your review and approval. Comment 1: revise code reference to 51h Edition of the 2014 FBC Response: Have complied see general note 4 on att revised drawing A1. We also removed conflicting note from bottom of page A4 referring to 2010 FBC. Comment 2: Provide wind load data. Response: Have complied see attached revised sheet Al general note 5. Comment 3: Foundation details / soil treatment. Response: Have added soil treatment note in general note 6. on drawing A 1 and section 4 on drawing A5. Comment 4: electrical load calcs / GFCI / arc -fault / tamper resist receptacles. Response: Load calcs are provide attached herewith by Mako Shark Electric LLC and GFCI, arc -fault, tamper resistant note added to general notes 1, 2, and 3 on drawing A6. Comment 5: Remove duct lay out from drawings which conflict with energy calcs submitted. Response: Have complied. Comment 6: Truss layout from supplier does not match drawings. NOV r 2ei j Response: Drawing A3 has been revised to match truss supplier layout. Comment 7: Engineered method of fastening a/c condenser. Response: Have added note 4. to general notes on drawing A6 and have attached detail herewith. Comment 8: An electrical floor plan for both units. Response: Drawing A6 has been revised to show electrical layout for both units. We trust this resubmittal will be well received and we look forward to your prompt review and approval. Regards A Wm E S armer CARB Att: 2 copies signed and sealed revised drawings 2 copies of electrical calculations 2 copies of BMP a/c condenser tie down clip literature Kevision U City of Sanford Response to Comments D Building & Fire Prevention Division E CE IVE Ph: 407.688.5150 Fax: 407.688.5152 Email: building@sanfordfl.gov FEB 8 2016 Permit # 1' S- 6 3 lle-;Zcwk Submival Date Project Address: /10-3 9f 0 c Ro (, opY Contact: d i lle r 2 Ph: 610 7 - L/ D,2 - 02 Fax: L/o-? Email•lecr ti c • T- LOwb1I rV1.4A,,Jeme•1T•C OYti Trades encompassed in revision: Ci"Building Plumbing Electrical Mechanical Life Safety D Waste Water General description of revision: ROUTING INFORMATION Department Approvals Utilities Waste Water Planning Engineering Fire Prevention 11 Building CITY OF SANFORD BUILDING AND FIRE PREVENTION DIVISION 300 N. PARK AVENUE SANFORDj, FLORIDA 32772 PHONE: 407.688.5150 FAx: 407.688.5152 PLAN REVIEW COMMENTS Application Number: 15-2631 Date: February 8, 2016 Contact Person: Joseph Hillery, Sr Contact Fax Number: Contact E-mail Address: Mvgc(a,rlhmanagement.com Project Description: New Duplex Job Address: 1107 / 1109 8"' Street The following is a list of the areas of the submitted plans that contained violations of the codes adopted by the City of Sanford and enforced by the Building Division. The violations noted must be addressed before the plans can be approved. Changes to plans shall be submitted on the same size format as the original submittal. Changes to construction documents that require an Architect or Engineer's seal must be submitted with the appropriate seal. Provide two copies of affected plan sheets and/or supplemental information as requested. COMMENTS: 1. Any revisions made to the plans need to be submitted on the same size pages as the original set of plans. FBC 107.4 Any error or omission in this plan review shall not be construed to grant approval of any violation of any of the adopted codes or municipal ordinances of this jurisdiction. Please direct any questions you may have to Steve Fiorey at 407-688-5065 or by E-mail at steve.fiorey-@sanfordfl.gov . Respectfully, Steve Fiorey Residential Plans Examiner Response to Comments E3Building & Fire Prevention Division Ph: 407.688.5150 Fax: 407.688.5152 Email: building@sanfordfl.gov Permit* 1 S- 2-6 3 2- K - X3, Submittal Date 2-2-14 Project Address: 1103 4 110 wit tc, S Ila Ir Contact: —'So e. 11,11; nY Ph:- 402- 130-7/OV- Fax: q07- 318- 1v 1'J Email: _ Yh v GG A_ AL Nhia Ay., •o, Trades encompassed in revision: 111"Building Plumbing Electrical Mechanical Life Safety Waste Water General description of revision: slucco eh'f,w, ROUTING INFORMATION Approvals Building COIR M 415 24 - Ke FEB 4% 2016 Of Department Utilities Waste Water Planning Engineering Fire Prevention General description of revision: slucco eh'f,w, ROUTING INFORMATION Approvals Building COIR M 415 24 - Ke FEB 4% 2016 Of 32-0 1 COUNTOF SEMINOLE D IMPACT YFEE STATEMENT STATEMENT NUMBER: 15100005 BUILDING APPLICATION #: 15-10000577 BUILDING PERMIT NUMBER: 15-10000577 UNIT ADDRESS: W. 8TH ST., 1107 TRAFFIC ZONE:022 SEC: TWP: SUBDIVISION: PLAT BOOK: JURISDICTION: RNG: SUF: PLAT BOOK PAGE: 15-01P31 DATE: November 30, 2015 25-19-30-5AI-1014-0030 PARCEL: TRACT: BLOCK: LOT: OWNER NAME: — ADDRESS: yY APPLICANT NAME: EMORY & GLADYS GREEN NOV 3 0 2015ADDRESS: 2181 BRISSON AVE. SANFORD FL 32771 LAND USE: DUPLEX REPLACING DEMO'D SFR By ---- TYPE USE: WORK DESCRIPTION: CITY-SANFORD SPECIAL NOTES: 1107 W. 8TH. ST. LOT 3 / DUPLEX TO REPLACE DEMO'D SF FEE BENEFIT RATE UNIT CALC UNIT TOTAL DUE TYPE DIST SCHED RATE UNITS TYPE ROADS-ARTERIALS Condominium* ROADS -COLLECTORS Condominium* FIRE RESCUE LIBRARY Condominium* SCHOOLS Multifamily PARKS LAW ENFORCE DRAINAGE CO -WIDE ORD N/A N/A CO -WIDE ORD CO -WIDE ORD N/A N/A N/A CREDIT FEES: SCI LIBRARY R Condominium* SCI SCHOOLS R Single Family Housing SCI ROAD ARTERIALS R Single Family Housing 379.00 w e, 54.00 2,450.00 54.00 1,384.00 2.000 dwl unit 2.000 dwl unit 2.000 dwl unit 2.000 dwl unit 1.000 dwl unit 1.000 dwl unit 758.00 00 00 108.00 4,900.00 00 00 00 54.00- 1,384.00- 705.00 1.000 dwl unit 705.00 - AMOUNT DDE 3,623.00 STATEMENT RECEIVED BY: IZ% /.IL7 SIGNATURE: '1z PLEASE PRINT NAME) DATE :j /1.7115, NOTE TO RECEIVING SIGNATORY/APPLICANT: FAILURE TO NOTIFY OWNER AND ENSURE TIMELY PAYMENT MAY RESULT IN YOUR LIABILITY FOR THE FEE. *** DISTRIBUTION: 1 -BLDG DEPT 3 -APPLICANT 2 -FINANCE 4 -LAND MANAGEMENT NOTE** PERSONS ARE ADVISED THAT THIS IS A STATEMENT OF FEES DUE UNDER THE SEMINOLE COUNTY ROAD, FIRE RESCUE, LIBRARY AND/OR EDUCATIONAL ISSUANCE OF A BUILDING PERMIT. PERSONS ARE ALSO ADVISED THAT ANY RIGHTS OF THE APPLICANT, OR OWNER, TO APPEAL THE CALCULATION OF ANY OF THE ABOVE MENTIONED IMPACT FEES MUST BE EXERCISED BY FILING A WRITTEN REQUEST WITHIN 45 CALENDAR DAYS OF THE RECEIVING SIGNATURE DATE ABOVE BUT NOT LATER THAN CERTIFICATE OF OCCUPANCY OR OCCUPANCY. TH REQUEST FOR REVIEW MUST MEET THE REQUIREMENTS OF THE COUNTY LAND DEVELOPMENT CODE. COPIES OF RULES GOVERNING APPEALS MAY BE PICKED UP OR REQUESTED, FROM THE PLAN IMPLEMENTATION OFFICE: 1101 EAST FIRST STREET, SANFORD FL, 32771; 407-665-7356. PAYMENT SHOULD BE MADE TO: SEMINOLE COUNTY OR CITY OF SANFORD BUILDING DEPARTMENT 1101 EAST FIRST STREET SANFORD, FL 32771 PAYMENT SHOULD BE BY CHECK OR MONEY ORDER AND SHOULD REFERENCE THE COUNTY BUILDING PERMIT NUMBER AT THE iOP LEFT OF THIS STATEMENT. THIS STATEMENT IS NO LONGER VALID IF A BUILDING PERMIT IS NOT*** ISSUED WITHIN 60 CALENDAR DAYS OF THE RECEIVING SIGNATURE DATE ABOVE DETAIL OF CALCULATION AVAILABLE UPON REQUEST. CALL 407-665-7356. City of Sanford Planning and Development Services Engineering — Floodplain Management Flood Zone Determination Request Form Name:___?—k . 4 t Firm: R(. 4 L'oaSTa2uC'TtoLJ Address: :F>, 0. 'ed x (;v Z. S City: zpw C -D rZi State: F: L Zip Code: *5 -LI 'j 7 _ Phone: _ 4&-7--450-1104 Fax: gp'- 32$- $055 Email: wt Yvcp RLHwtqJAt-C W elk) T. Cowl Property Address: j (01 u,. &+ 5 C QCCT Property Owner: C: VAZ Myy Lw JJkt 5 t-6ZEEU Parcel identification Number: 25-kc1-'SO - S A 1 - I O l4 - o03Q Phone Number: Email: The reason for the flood plain determination is: 51 New structure Existing Structure (pre -2007 FIRM adoption) Expansion/Addition p 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) Flood Zone: X Base Flood Elevation: til Datum: U } FIRM Panel Number: I Z010(4 00-70 l Map Date: c i . ZA , ZC07 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 The parcel is not in the: 0 floodplain 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: 1& #4- I S -ZG3 t 00TIC'. c'PA(ZLtL %5 ADJo.t,CX)i To AE C:.WC> 1--jOJ6 LPISFC Z41 . 1ZEQ fl Nau!kf o iAAvt v4ku, FVC of Z5.D nEcHAN1c0rL Reviewed by: Nil t t : E. C x51-1' Date: i p '2.015 Billing Department REMODEL BUILDING CONTRACT MvGC P.O. Box 625 2772-0625RLHrSanford, FL 3CaRLHManaManaBemement.com Page 1 of 2 CONSTRUCTION COMPANY License #: CBC1251684/CGC1512297 Reliable Luxury HPhone407-330-7104abitationsFax407-328-8055 Work Write UD/JOB SCOPE AND PRICING Date: July 30, 2015 Client: Emory & Gladys Green Address: 2181 Brisson Ave. Cti /State/Zi : Sanford, FL 32771 Job Number: 405-04114-0701-003 Report No: N/A Property Address: 1107 W. 8" Street Fax Phone- Work Phone: City: Sanford Cell Ph. N/A Email: Claim or Policy No. N/A I Insurance amount: N/A After review of the above referenced property, including specifications, supplied by the owner; our firm shall furnish all labor and materials for a lump sum of $100,000.00 for stated work listed in the job scope below: CONSTRUCTION DESCRIPTION OF WORK TO BE COMPLETED ESTIMATED DIVISION CODES COST Division New Residential Construction Duplex Building TOTALS 100,000.00 All work will be in accordance with state and local codes and will be quality workmanship. We look forward to working with you on this project and should you have any questions, concerns, please do not hesitate to contact US. This price is good for fourteen days, after that it will be subject to repricing of current market. No price shall be honored after fourteen days. 150730 003-WWU- 1107 W 8TH ST Billing Department T' w = P.O. Box 625 RLHM'%FMvGCaRLHMana2ernent.com Sanford, FL 32772-0625 CONSTRUCTION COMPANY License N: CBC1251684/CCC1512297 Reliable Luxury HPhone407-330-7104abitationsFax407-328-8055 REMODEL BUILDING CONTRACT Page 2 of 2 RLH Construction Company proposes to furnish the material and labor necessary to complete the above referenced job. Please see the attached Job Scope and Pricing for details: (SEE PAGES 1-2) 1. PAYMENT TERMS: All labor and materials quoted in "Total Cost Of Job" above shall be invoiced to customer. Full amount of invoice shall be due and payable within 15 days of the invoice date. Invoices for which payment is not paid by due date shall be deemed to be Past Due and shall incur a service charge of $100 and interest will begin accruing from the invoice date at the rate of 18% per annum (1.5% per month), on the unpaid balance until paid in full. Furthermore, customer shall be deemed to be in Default Of Contract until full payment of invoice and service charge and interest has been paid on Past Due invoice. 2. DEFAULT OF CONTRACT: Failure to pay invoice in accordance with PAYMENT TERMS shall be deemed to put customer in Default Of Contract with respect to all of the terms of this Contract and with respect to the obligation of Customer under this Contract. RLH Construction Company shall have the right to immediately cease all work, demobilize from this job and all other jobs being performed for customer, with no liability to RLH Construction Company Customer shall be responsible for all costs and expenses and collections costs and expenses, including a reasonable sum for profit and overhead, for such demobilization and any subsequent agreed upon remobilization, all of which must be paid in advance of remobilization. In the event an attorney is retained to enforce the terms of this Contract, Customer shall pay all legal fees, costs and expenses incurred for the employment of counsel, whether based upon suit being filed or not, and all such fees, costs and expenses at the trial level and upon appeal. In the event of suit, Customer stipulates and agrees to waive venue as provided under Chapter 47, Florida Statutes, and agrees venue for all litigation between the parties shall be in the appropriate court having jurisdiction located in Seminole County, Florida. 3. GUARANTY OF CONTRACT: Notwithstanding any term, title, or qualification set forth by the signature of the Customer or Customer's employee or agent signing this Contract, said individual shall be personally bound by and liable for the obligations of Customer to RLH Construction Company, as set forth in this Contract. 4. CHANGES TO CONTRACT: This Contract may not be changed or modified except by a written agreement signed by both parties hereto. Thank you for the opportunity to quote this project. By signing below you are agreeing to pay the Total Cost of Job according to the terms of this contract for the Work desired as identified in the Job Scope. CONTRACTOR: Prepared and Presented by: OWN ER(S): Reviewed and Accepted by: f"e,"'%%L q4 (XJJL4Q-lt 7 Joseph Hillery, Vice President Emory or Gladys Green Date: od# 30, =5 150730003-WWU-1107 W 8TH ST Date: / / - THIS INSTRUMENT PREPARED BY: MARYANhIE MURSE, SEIIINOLE GUUhIT'IName: Celia Bernardi CLERI, OF CIIiC•UIT .0UR1 t; COf1F'TROLLERAddress: P.O.Box 0625 BY, SF21F'9 913 (iF'3siSanorFL32772CLERVS : 21115085478 State of Florida RECORDED 03/05/201!.5 11:31 154 AMRECORDIhIGFEESslil,tlil RECORDED BY hdevore NOTICE OF COMMENCEMENT Permit Number Parcel ID Number (PID) 25-19-30-5AI-1014-0030 The undersigned hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. DESCRIPTION OF PROPERTY (Legal description of the property and street address if available) LOT 3 BLK 10 TR 14 SEMINOLE PARK PB 2 PG 75 GENERAL DESCRIPTION OF IMPROVEMENT New Residential Duplex OWNER INFORMATION Name and address: Emory & Gladys Green 2181 Brisson Ave., Sanford, FL 32771 Name and address of Fee Simple Title Holder (if other than owner) : CONTRACTOR Name and address: RLH Construction P. O. Box 0625, Sanford, FL 32772 Persons within the State of Florida Designated by Owner upon whom notice or other documents may be served as provided by Section 713.13(1)(b), Florida Statutes. Name and address: In addition to himself, Owner Designates of To receive a copy of the Liencles Notice as Provided in Section 713.13(1)(b), Florida Statutes. Expiration Date of Notice of Commencement: The expiration date is 1 year from 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 1, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVMENTS 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 COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. STAT OFt .I1ICj rr_ /J/J Q COUNTY OF A /.i/1 v. r OWNERS SIGNATURE a OWNERS PRINTED NAME Vii= NOTE: Per Florida Statute 713.13(1) (g), owner must sign...... and no one else may be permitted to sign in his or her stea;o The foregoing Instrument was acknowledged before me this day of 1 Vt , 20 e by E2 1 Y 1 Who Is personally known to me W Name of person makings ement / o O • CC OR who has produced identification 13 type of identification produced g a W I. i VERIFICATION PURSUANT TO SECTION 92.525, FLORIDA STATUTES. UNDER PENALTIES OF PERJURY, I DECLARE THAT 1 HAVE READ THE FOREGOING AND THAT THE FACTS STATED IN IT ARE TRUE TJ) THE BEST OF MY KNOWLEDGE AND BELIEF. SIGNATURE OF NATURAL PERSON SIGNING ABOVE IebuI11: z st`'R CEiIA BERNMD! W o W MY COMMISSION 1 FF 166568 f__/ L)) v v, m No ry Si slursEXPIRES: November 18 18 IUnldennten 7r aroi! 4itjc*-- COUMY F1ARiDA SCPA Parcel View: 25-19-30•5AI-1014-0030 Property Record Card Parcel: 25 -19 -30 -SAI -1014-0030 Owner: GREEN EDDIE Property Address: 1107 W 8TH ST SANFORD, FL. 32771 I Parcel: 25 -19 -30 -SAI -1014-0030 I Property Address: 1107 W 8TH ST Owner: GREEN EDDIE Mailing: 1208 GOLDEN GATE OR SANFORD, FL 32771 Subdivision Name: SEMINOLE PARK Tax District: SI-SANFORD Exemptions: DOR Use Code: 00 -VACANT RESIDENTIAL Value Summary Frontage Depth 2015 Working 2014 Cerbfied Land Value Values Values Valuation Method Cost/Market Cost/Market Number of Buildings 0 0 Depreciated Bldg Value Depreciated EXFT Value Land Value (Market) 7,917 ;7,917 Land Value Ag Just/Market Value 7, g17 ;7,917 Portability Adj - Save Our Horses Adj 0 $0 Amendment 1 Adj 0 $0 Assessed Value 7,917 ;7,917 Tax Amount without SOH: ;157.65 2014 Tax Bill Amount #157.65 Tax Estimator Save Our Homes Savings: j0.00 j Does NOT INCLUDE Non Ad Valorem Assessments Legal Description Frontage Depth Units Units Price Land Value FRONT FOOT & DEPTH 50 1 120 0 i ;174.00 ;7,917 LOT 3 BLK 10 TR 14 SEMINOLE PARK PB2PG75 Taxes Taxing Authority A sessnent Value Exempt Values Taxable Value County General Fund 7,917 0 7,917 Schools r 7,917 0 7,917 City Sanford 7,917 0 7,917 SJWM(Saint Johns Water Management) 7,917 0 7,917 County Bonds 7,917 0 917 Sales Description Date Book Page Amount Qualified Vac/Imp WARRANTY DEED 3/1/2010 07696 0943 100 No Vacant WARRANTY DEED 7/1/2007 06771 1346 16,000 Yes Vacant QUIT CLAIM DEED 8/1/2001 04163 1791 23,000 No Improved WARRANTY DEED 2/1/1984 01523 ; 1947 100 ' No Improved Find Comparable Sales within this Subdivision Land Method Frontage Depth Units Units Price Land Value FRONT FOOT & DEPTH 50 1 120 0 i ;174.00 ;7,917 Building Information Permits http-/ANww.scpafl.org/Parcel Detail Irdo.aspx?PID=2519305AJ 10140030 1/2 SCPA Parcel View: 25.19-30-5AI-10140030 http,//www.scpafl.org/ParceiDelaillnfo.aspx?PID=2519305AJ10140030 212 Permit # Type Agency Amount CO Date Permit Date 02853 02617 99895 Addition - Residential Addition - Residential Requested Recheck - Residential Sanford Sanford County 1,000 1,200 s0 7/31/2007 7/15/2004 12/1/2003 Extra Features Description Year Built Units Value New Cavi No data to display http,//www.scpafl.org/ParceiDelaillnfo.aspx?PID=2519305AJ10140030 212 Page 1 of 6 RECORD COPY Jl Design No. 0301 BXUV.U301 Fire -resistance Ratings - ANSI/UL 263 Design/System/Construction/Assembly Usage Disclaimer Authorities Having Jurisdiction should be consulted In all cases as to the particular requirements covering the Installation and use of UL Certified products, equipment, system, devices, and materials. Authorities Having Jurisdiction should be consulted before construction. Fire resistance assemblies and products are developed by the design submitter and have been investigated by UL for compliance with applicable requirements. The published Information cannot always address every construction nuance encountered In the field. When field Issues arise, it Is recommended the first contact for assistance be the technical service staff provided by the product manufacturer noted for the design. Users of fire resistance assemblies are advised to consult the general Guide Information for each product category and each group of assemblies. The Guide Information Includes specifics concerning alternate materials and alternate methods of construction. Only products which bear UL's Mark are considered Certified. BXUV - Fire Resistance Ratings - ANSI/UL 263 BXUV7 - Fire Resistance Ratings - CAN/ULC-5101 Certified for Canada See General Information for Fire -resistance Ratinas - ANSI/UL 263 See General Information for Fire Resistance Ratinas - CAN/ULC-5101 Certified for Canada e53DesignNo. U301September21, 2015BearingWallRating — 2 HR. Finish Rating — 66 Min. # 1 1 This design was evaluated using a load design method other than the Limit States Design Method (e.g., Working Stress Design Method). For jurisdictions employing the Limit States Design Method, such as Canada, a load restriction factor shall be used — See Guide BXUV or BXUV7 Indicates such products shall bear the UL or cUL Certification Mark for jurisdictions employing the UL or cUL Certification (such as Canada), respectively. i...... _... _ —.—. tan's n r i5"-----,.- 1. Nailheads — Exposed or covered with joint compound. 2. Joints — Exposed joints covered with joint compound and paper tape. Joint compound and paper tape may be omitted when square edge boards are used. As an alternate, nom 3/32 In. thick gypsum veneer plaster may be applied to the entire surface of Classified veneer baseboard with the joints reinforced with paper tape. 3. Nails — 6d cement coated nails 1-7/8 in. long, 0.0915 In. shank diam, 1/4 In. diam heads, and 8d cement coated nails 2-3/8 in. long, 0.113 In. shank diam, 9/32 In. diam heads. 4. Gypsum Board* — 5/8 in. thick, two layers applied either horizontally or vertically. Inner layer attached to studs with the 1-7/8 In. nails spaced 6 in. OC. Outer layer attached to studs over Inner layer with the 2-3/8 In. long nails spaced 8 In. OC. Vertical joints located over studs. All joints in face layers staggered with joints In base layers. Joints of each base layer offset with joints of base layer on opposite side. 12/29/2015 Page 2 of 6 When used In widths other than 48 In., gypsum board to be Installed horizontally. When Steel Framing Members* (Item 6 or 6A) are used, base layer attached to furring channels with 1 in. long Type S bugle -head steel screws spaced max 24 In. OC; face layer attached with 1-5/8 In. long Type S bugle -head steel screws spaced max 12 In. OC. ACADIA DRYWALL SUPPLIES LTD - Type X, 5/8 Type X, Moisture Resistant Type X, Gypsum Sheathing Type X, Mold& Mildew Resistant Type X and Mold & Mildew Resistant AR Type X, , Type Blueglass Exterior Sheathing AMERICAN GYPSUM CO - Types AGX-1, M -Glass, AG -C, AGX-11. BEIJING NEW BUILDING MATERIALS PUBLIC LTD CO - Type DBX-1. CERTAINTEED GYPSUM INC - Types 1, FRPC, EGRG, GlasRoc, Type C, Type X, Type X-1. CGC INC - Types AR, C, IP -AR, IP -X3, IP -X2, IPC -AR, SCX, SHX, ULX, USGX, WRC, WRX. CONTINENTAL BUILDING PRODUCTS OPERATING CO, L L C - Types LGFC2A, LGFC6A, LGFC-C/A, LGFC-WD, LGLLX. GEORGIA -PACIFIC GYPSUM L L C - Types 5, 6, 9, C, DAP, DD, DA, DAPC, OGG, DS, GPFS6. LS, TG -C, Type X, Veneer Plaster Base -Type X, Water Rated -Type X, Sheathing Type -X, Soffit -Type X, GreenGlass Type X, Type LWX, Veneer Plaster Base -Type LWX, Water Rated -Type LWX, Sheathing Type-LWX, Soffit -Type LWX, Type DGLW, Water Rated -Type DGLW, Sheathing Type- DGLW, Soffit -Type DGLW, Type LW2X, Veneer Plaster Base - Type LW2X, Water Rated - Type LW2X, Sheathing - Type LW2X, Soffit - Type LW2X, Type DGL2W, Water Rated - Type DGL2W, Sheathing - Type DGL2W. NATIONAL GYPSUM CO - Types eXP-C, FSK, FSK -C, FSK -G, FSW, FSW-3, FSW-5, FSW-6, FSW-8, FSW-C, FSW-G, FSMR-C, FSL. PASCO BUILDING PRODUCTS L L C, DBA PASCO GYPSUM - Types C, PG -2, PG -3, PG -3W, PG -4, PG -5, PG -SW, PG- SWS, PG -9, PG -11, PG -C or PGS-WRS. PANEL REY S A - Types PRC, PRX, RHX, MDX, ETX, GREX SIAM GYPSUM INDUSTRY (SARABURI) CO LTD - Type EX -1 THAI GYPSUM PRODUCTS PCL - Type C or Type X. UNITED STATES GYPSUM CO - Types AR, C, FRX-G, IP -AR, IP -X1, IP -X2, IPC -AR, SCX, SHX, ULIX, ULX, USGX, WRC, WRX. USG BORAL ZAWAWI DRYWALL L L C SFZ - Types C, SCX USG MEXICO S A DE C V - Types AR, C, IP -AR, IP -X3, IP -X2, IPC -AR, SCX, SHX, ULX, USGX, WRC, WRX. 4A. Gypsum Board' - (As an alternate to Item 4) - Nom 3/4 In. thick, Installed as described In Item 4. CGC INC - Types AR, IP -AR. UNITED STATES GYPSUM CO - Types AR, IP -AR. USG MEXICO S A DE C V - Types AR, IP -AR. 12/29/2015 Page 3 of 6 4B. Gypsum Board* — (As an alternate to Items 4 and 4A)-5/8 In. thick, 2 R wide, tongue and groove edge, applied horizontally as the outer layer to one side of the assembly. Secured as described in Item 4. Joint covering (Item 2) not required. CGC INC — Type SHX UNITED STATES GYPSUM CO — Type SHX USG MEXICO S A DE C V — Type SHX 4C. Gypsum Board* — (As an alternate to Items 4, 4A or 4B — Not shown) For Direct Application to Studs Only- For use on one or both sides of the wall as the base layer or one or both sides of the wall as the face layer. Nom S/8 In. thick lead backed gypsum panels with beveled, square or tapered edges, applied vertically. Vertical joints centered over studs and staggered min 1 stud cavity on opposite sides of studs. Wallboard secured to studs with 1-5/8 In. long Type W coarse thread gypsum panel steel screws spaced 8 in. OC at perimeter and In the field when applied as the base layer. When applied as the face layer screw length to be Increased to 2-1/2 in. Lead batten strips required behind vertical joints of lead backed gypsum wallboard and optional at remaining stud locations. Lead batten strips, min 1-1/2 In. wide, max 10 R long with a max thickness of 0.125 In. placed on the face of studs and attached to the stud with two 1 In. long Type S-12 pan head steel screws, F4j.one at the top of the strip and one at the bottom of the strip. Lead discs or tabs may be used In lieu of or in addition to the lead batten strips or optional at other locations. Max 3/4 In. dlam by max 0.125 In. thick lead discs compression fitted or adhered over steel screw heads or max 1/2 In. by 1-1/4 in. by max 0.125 In. thick lead tabs placed on gypsum boards underneath screw locations prior to the Installation of the screws. Lead batten strips to have a purity of 99.9% meeting the Federal specification QQ-L-201f, Grade 'C'. Fasteners for face layer gypsum panels (Items 4, 4A or 4B) when Installed over lead backed board to be min 2-1/2 In. Type S-12 bugle head steel screws spaced as described In Item 4. RAY -BAR ENGINEERING CORP — Type RB-LBG. 4D. Gypsum Board* — As an Alternate to Item 4 — 5/8 in. thick applied either horizontally or vertically. Inner layers fastened to framing with 1-1/4 In. long Type W coarse thread gypsum panel steel screws spaced a max 8 In. OC, with last screw 1 in. from edge of board. Outer layers fastened to framing with 1-7/8 in. long Type W coarse thread gypsum panel steel screws spaced a max 8 In. OC, with last screw 1 In. from edge of board. When used in widths other than 48 In., gypsum board to be Installed horizontally. All joints In face layers staggered with joints In base layers. Joints of each base layer offset with joints of base layer on opposite side. AMERICAN GYPSUM CO — Types AGX-1, M -Glass, AG -C. 4E. Gypsum Board* — (As an alternate to Items 4 through 4D) — 5/8 in. thick, 4 R. wide, paper surfaced applied vertically and secured as described in Item 4. GEORGIA -PACIFIC GYPSUM L L C — Type X ComfortGuard Sound Deadening Gypsum Board. 4F. Gypsum Board* — (As an alternate to Item 4) — Not to be used with Item 6. S/8 in. thick, 4 R. wide, paper surfaced, applied vertically and secured as described in Item 4. NATIONAL GYPSUM CO — SoundBreak XP Type X Gypsum Board 4G. Gypsum Board ' — (As an alternate to Items 4 through 4F) — Nominal S/8 In. thick, 4 R wide panels, applied vertically and secured as described In Item 4. PASCO BUILDING PRODUCTS L L C, DBA PASCO GYPSUM — Types QuletRock ES. 4H. Gypsum Board* — (As an alternate to Item 4) — Not to be used with item 6. 5/8 In. thick, 4 R. wide, paper surfaced, applied vertically and secured as described In Item 4. CERTAINTEED GYPSUM INC — Type SllentFX 41. Gypsum Board* — (As an alternate to Item 4) — 5/8 In. thick, two layers applied either horizontally or vertically. Inner layer attached to studs with 1-1/4 In. long Type W steel screws spaced 8 In. OC. Outer layer attached to studs over inner layer with 2 in. long Type W steel screws spaced 8 in. OC offset 6 In. from base layer. Vertical joints located over studs. Vertical and horizontal joints between Inner and outer layers staggered. Outer layer joints covered with joint tape and compound, screwheads covered with joint compound. As an alternate to the joint compound nom 3/32 In. thick gypsum veneer plaster may be applied to the entire surface of Classified veneer baseboard. Joints reinforced. Wallboard other than 481n. wide must be applied horizontally. The SoundBreak XP Type X Gypsum Board is not to be used with Item 6. NATIONAL GYPSUM CO — Types eXP-C, FSK, FSK -C, FSK -G, FSW, FSW-3, FSW-5, FSW-6, FSW-C, FSW-G, FSMR-C, SoundBreak XP Type X Gypsum Board. 12/29/2015 Page 4 of 6 43. Gypsum Board* — (As an alternate to Items 4) For Direct Application to Studs Only- For use as the base layer or as the face layer. Nom 5/81n. thick lead backed gypsum panels with beveled, square or tapered edges, applied vertically. Vertical joints centered over studs and staggered min 1 stud cavity on opposite sides of studs. Wallboard secured to studs with 1-5/8 In. long Type W coarse thread gypsum panel steel screws spaced 8 In. OC at perimeter and in the field when applied as the base layer. When applied as the face layer screw length to be Increased to 2-1/2 in. Lead batten strips required behind vertical joints of lead backed gypsum wallboard and optional at remaining stud locations. Lead batten strips, min 2 In. wide, max 10 R long with a max thickness of 0.140 in. placed on the face of studs and attached to the stud with two 1 In. long Type S-8 pan head steel screws, one at the top of the strip and one at the bottom of the strip. Lead discs, max 5/16 in. diam by max 0.140 in. thick. compression fitted or adhered over the screw heads. Lead batten strips and discs to have a purity of 99.5% meeting the Federal specification QQ-L-201f, Grades "B, C or D". Fasteners for face layer gypsum panels (Items 4, 4A or 48) when Installed over lead backed board to be min 2-1/2 in. Type S-12 bugle head steel screws spaced as described In Item 4. MAYCO INDUSTRIES INC —'X -Ray Shielded Gypsum' 4K. Gypsum Board* — For use with Item 7 — 5/8 In. thick, two layers applied vertically. Inner layer attached to resilient channels with 1 In. long steel screws spaced 8 in. OC. Outer layer attached to resilient channels over Inner layer with 1-5/8 In. long steel screws spaced 8 In. OC. All joints in face layers staggered with joints in base layers. Joints of each base layer offset with joints of base layer on opposite side. Insulation, Items 8 or 9 Is required. AMERICAN GYPSUM CO — Types AGX-1, M -Glass, AG -C, AGX-11. 4L. Gypsum Board* — (As an alternate to Items 4) For Direct Application to Studs Only- For use as the base layer or as the face layer. Nom 5/8 in. thick lead backed gypsum panels with beveled, square or tapered edges, applied vertically. Vertical joints centered over studs and staggered min 1 stud cavity on opposite sides of studs. Wallboard secured to studs with 1-5/8 In. long Type W coarse thread gypsum panel steel screws spaced 8 in. OC at perimeter and In the field when applied as the base layer. When applied as the face layer screw length to be Increased to 2-1/2 In. Lead batten strips required behind vertical joints of lead backed gypsum wallboard and optional at remaining stud locations. Lead batten strips, min 2 In. wide, max 8 R long with a max thickness of 0.14 In. placed on the face of studs and attached to the stud with construction adhesive and two 1 In. long Type S-12 pan head steel screws, one at the top of the strip and one at the bottom of the strip. Lead discs, nominal 3/8 In. diam by max 0.085 in. thick. compression fitted or adhered over the screw heads. Lead batten strips and discs to have a purity of 99.9% meeting the Federal specification QQ-L-201f, Grade C'. Fasteners for face layer gypsum panels (Items 4, 4A or 4B) when installed over lead backed board to be min 2-1/2 In. Type S-12 bugle head steel screws spaced as described In Item 4. RADIATION PROTECTION PRODUCTS INC — Type RPP - Lead Uned Drywall 4M. Gypsum Board* — (As an alternate to Item 4) — 5/8 In. thick, 4 R. wide, two layers applied vertically with vertical joints centered over studs and staggered one stud cavity on opposite sides of studs. Secured as described In Item 4. CERTAINTEED GYPSUM INC — 5/8" Easi-Ute Type X 4N. Gypsum Board* — (As an alternate to 5/8 in. Type FSW In Item 4 or 41) - Nom. 5/16 In. thick gypsum panels applied vertically or horizontally. Two layers of 5/16 in. for every single layer of 5/8 In. gypsum board described in Item 4 or 4I. Horizontal joints on the same side need not be staggered. Inner layer of each double 5/16 in. layer attached with fasteners, as described in item 4 or 4I, spaced 24 in. OC. Outer layer of each double 5/16 In. layer attached per Item 4 or 4I. NATIONAL GYPSUM CO — Type FSW 40. Wall and Partition Facings and Accessories * — (As an alternate to Items 4 through 4N) — Nominal 5/8 In. thick, 4 R wide panels, applied vertically and secured as described In Item 4. PABCO BUILDING PRODUCTS L L C, DBA PABCO GYPSUM — Type QuletRock 527 4P. Gypsum Board* — (As an alternate to Item 4) — 5/8 in. thick, two layers applied either horizontally or vertically. Inner layer attached to studs with 1-1/4 In. long Type W steel screws spaced 10 In. OC with the last two screws 4 and 1 In. from the edges of the board. Outer layer attached to studs over Inner layer with 1-7/8 In. long Type W steel screws spaced 10 In. OC offset 5 In. from base layer with the last two screws 4 and 1 in. from the edges of the board. Vertical joints located over studs. Vertical and horizontal joints between Inner and outer layers staggered. Outer layer joints covered with joint tape and compound, screwheads covered with joint compound. When used In widths other than 48 In., gypsum panels are to be installed horizontally. CONTINENTAL BUILDING PRODUCTS OPERATING CO, L L C — Type LGFC6A, Type LGFC2A, Type LGFC-C/A, Type LGFC-WD, Type LGLLX S. Molded Plastic* — Not shown, Optional — Solid vinyl siding mechanically secured over the outer layer to framing members In accordance with manufacturer's recommended installation details. ALSIDE, DIV OF ASSOCIATED MATERIALS INC GENTEK BUILDING PRODUCTS LTD VYTEC CORP 12/29/2015 Page 5 of 6 6. Steel Framing Members — (Optional, Not Shown)* - Furring channels and resilient sound isolation clip as described below: A. Furring Channels — Formed of No. 25 MSG galy steel. 2-9/16 In. or 2-23/32 In. wide by 7/8 in. deep, spaced 24 in. OC perpendicular to studs. Channels secured to studs as described In Item b. Ends of adjoining channels are overlapped 6 In. and tied together with double strand of No. 18 SWG gals steel wire near each end of overlap. As an alternate, ends of adjoining channels may be overlapped 6 In. and secured together with two self -tapping #6 framing screws, min. 7/16 in. long at the midpoint of the overlap, with one screw on each flange of the channel. Wallboard attached to furring channels as described In Item 4. B. Steel Framing Members* — Resilient sound isolation clip used to attach furring channels Item 6a) to studs. Clips spaced 48 In. OC., and secured to studs with No. 8 x 2-1/2 in. coarse drywall screw through the center grommet. Furring channels are friction fitted Into clips. RSIC-1 clip for use with 2-9/16 in. wide furring channels. RSIC-1 (2.75) dip for use with 2-23/32 in, wide furring channels. PAC INTERNATIONAL L L C — Types RSIC-1, RSIC-1 (2.75). 6A. Steel Framing Members — (Optional, Not Shown)* — Furring channels and resilient sound Isolation clip as described below: A. Furring Channels — Formed of No. 25 MSG galv steel. Spaced 24 In. OC perpendicular to studs. Channels secured to studs as described In Item b. Ends of adjoining channels overlapped 6 In. and secured together with four self -tapping No. 8x1/2 Self Drilling screws (2 per side 1 in. and 4 In. from overlap edge). Gypsum board attached to furring channels as described in Item 4. Side joint furring channels shall be attached to studs with RESILMOUNT Sound Isolation Clips - Type A237R located approximately 2 In. from each end of length of channel. Both Gypsum Boards at side joints fastened Into channel with screws spaced 81n. OC, approximately 1/2 In. from joint edge. B. Steel Framing Members* — Resilient sound Isolation clip used to attach furring channels Item 6Aa) to studs. Clips spaced 16 In. OC., and secured to studs with No. 10 x 2-1/2 in. coarse drywall screw through the center hole. Furring channels are friction fitted Into clips. STUDCO BUILDING SYSTEMS — RESILMOUNT Sound Isolation Clips - Type A237R 7. Furring Channel — Optional — Not Shown — For use on one side of the wall with Item 4K — Resilient channels, 25 MSG galy steel, spaced vertically 24 In. OC, flange portion screw attached to one side of studs with 1-1/4 In. long diamond shaped point, double lead Phillips head steel screws. When resilient channels are used, insulation, Item 8 or 9 is required. 8. Batts and Blankets* — Required for use with resilient channels, Item 7, min. 3 In. thick mineral wool batts, placed to fill interior of wall, attached to the nom 4 in. face of the studs with staples placed 24 In. OC. ROXUL INC — Type SAFEnSOUND THERMAFIBER INC — Type SAFE 9. Batts and Blankets* — (As an alternate to Item 8) — min. 3 In. thick glass fiber batts bearing the UL Classification Marking as to Surface Burning and/or Fire Resistance, friction -fitted to fill the stud cavities. See Batts and Blankets (BKNV or BZ)Z) Categories for names of Classified companies. 9A. Fiber, Sprayed* — (optional) As an alternate to Batts and Blankets (Item 8), Required for use with resilient channels, Item 7, Not for use with Item 6, or 6A. — Spray applied mineral wool Insulation. The fiber Is applied with water to completely fill the enclosed cavity In accordance with the application Instructions supplied with the product. See Fiber, Sprayed (CCAZ). TEXAS AMERROCK PARTNERS L P, DBA AMERROCK PRODUCTS — Type Rockwool 10. Wall and Partition Facings and Accessories* — (Optional, Not shown) — Nominal 1/2 In. thick, 4 R wide panels, for optional use as an additional layer on one or both sides of the assembly. Panels attached in accordance with manufacturer's recommendations. When the QR -500 or QR -510 panel is Installed between the wood framing and the UL Classified gypsum board, the required UL Classified gypsum board layer(s) Is/are to be Installed as Indicated as to fastener type and spacing, except that the required fastener length shall be increased by a minimum of 1/2 In. Not evaluated or Intended as a substitute for the required layer(s) of UL Classified Gypsum Board. PABCO BUILDING PRODUCTS L L C, DBA PABCO GYPSUM — Type QuletRodt QR -500 or QR -510 11. Cementitious Backer Units* — (Optional Item Not Shown — For Use On Face Of 2 Hr Systems With All Standard Items Required) — 7/16 in., 1/2 In., 5/8 in., 3/4 in. or 1 In. thick, min. 32 in. wide.- Applied vertically with vertical joints centered over studs. Face layer fastened over gypsum board to studs and runners with cement board screws of adequate length to penetrate stud by a minimum of 3/8 In. for steel framing members, and a minimum of 3/4 In. for wood framing members spaced a max of 8 In. OC. NATIONAL GYPSUM CO — Type DuraBacker, PermaBase, DuraBacker Pius, or PermaBase Plus 12/29/2015 Page 6 of 6 Indicates such products shall bear the UL or WL Certification Mark for jurisdictions employing the UL or WL Certification such as Canada), respectively. Last Updated on 2015-09-21 Ouestlons? Print this page Terms of Use Page Too m 2015 UL LLC The appearance of a company's name or product in this database does not In itself assure that products so Identified have been manufactured under UL's Follow -Up Service. Only those products bearing the UL Mark should be considered to be Certified and covered under UL's Follow -Up Service. Always look for the Mark on the product. UL permits the reproduction of the material contained In the Online Certification Directory subject to the following conditions: 1. The Guide Information, Assemblies, Constructions, Designs, Systems, and/or Certifications (files) must be presented In their entirety and In a non - misleading manner, without any manipulation of the data (or drawings). 2. The statement "Reprinted from the Online Certifications Directory with permission from UL" must appear adjacent to the extracted material. In addition, the reprinted material must Include a copyright notice in the following format: "m 2015 UL LLC". 12/29/2015 Page 1 of 2 RECORD COPY- - Design No. U905 BXUV.U905 Fire -resistance Ratings - ANSI/UL 263 Design/System/Construction/Assembly Usage Disclaimer Authorities Having Jurisdiction should be consulted In all cases as to the particular requirements covering the Installation and use of UL Certified products, equipment, system, devices, and materials. Authorities Having Jurisdiction should be consulted before construction. Fire resistance assemblies and products are developed by the design submitter and have been investigated by UL for compliance with applicable requirements. The published Information cannot always address every construction nuance encountered In the field. When field Issues arise, It Is recommended the first contact for assistance be the technical service staff provided by the product manufacturer noted for the design. Users of fire resistance assemblies are advised to consult the general Guide Information for each product category and each group of assemblies. The Guide Information Includes specifics concerning alternate materials and alternate methods of construction. Only products which bear UL's Mark are considered Certified. BXUV - Fire Resistance Ratings - ANSI/UL 263 BXUV7 - Fire Resistance Ratings - CAN/ULC-S101 Certified for Canada See General Information for Fire -resistance Ratinos - ANSI/UL 263 See General Information for Fire Resistance Ratinas - CAN/ULC-5101 Certified for Canada aDesignNo. U905 September 11, 2015 Bearing Wall Rating — 2 HR. Nonbearing Wall Rating — 2 HR # 15 - 2. 6 3 1 This design was evaluated using a load design method other than the Limit States Design Method (e.g., Working Stress Design Method). For jurisdictions employing the Limit States Design Method, such as Canada, a load restriction factor shall be used — See Guide BXUV or BXUV7 Indicates such products shall bear the UL or cUL Certification Mark for jurisdictions employing the UL or cUL Certification (such as Canada), respectively. I , • Ic ':; I';; •:i: ' •.._._Ja.= !' 7.518• MIN. 4 ({ j HO(iZCntOI Section 1. Concrete Blocks* — Various designs. Classification D-2 (2 hr). See Concrete Blocks category for list of eligible manufacturers. 2. Mortar — Blocks laid In full bed of mortar, nom. 3/8 In. thick, of not less than 2-1/4 and not more than 3-1/2 parts of clean sharp sand to 1 part Portland cement (proportioned by volume) and not more than 50 percent hydrated lime (by cement volume). Vertical joints staggered. 3. Portland Cement Stucco or Gypsum Plaster — Add 1/2 hr to classification If used. Where combustible members are framed In wall, plaster or stucco must be applied on the face opposite framing to achieve a max. Classification of 1-1/2 hr. Attached to concrete blocks (Item 1). 4. Loose Masonry Fill — If all core spaces are filled with loose dry expanded slag, expanded clay or shale (Rotary Kiln Process), water repellant vermiculite masonry rill insulation, or silicone treated perlite loose fill Insulation add 2 hr to classification. S. Foamed Plastic* — (Optlonal-Not Shown) — 1-1/2 In. thick max, 4 R wide sheathing attached to concrete blocks Item 1). 12/29/2015 FORM R405-2014 7SEPRECORDCOPY 8 4 2015 FLORIDA ENERGY EFFICIENCY CODE FOR BULILDIN,G_CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: R0915357-3 Builder Name: P_L- k (Or)S*j 4 L'11QN7 Street: 1107 W. 8th Street Permit Office:o).Sapf3 City, State, Zip: Sanford , FL , 32771 Permit Number: jOwner: Duplex Unit A 8 B Jurisdiction: 691500 r i Design Location: FL, Orlando SEP 2 1. New construction or existing New (From Plans) 9. Wall Types(1669.3 sqft.) Insulation Area 2. Single family or multiple family Multi -family a. Concrete Block -Ext Insul, of_R=5.0 1205.30ft' b. Frame - Wood, Adjacent R=13.0 464-00'ft 3. Number of units, if multiple family 1 c. N/A R= ft2 4. Number of Bedrooms 6 d. N/A R= ft' 5. Is this a worst case? No 10. Ceiling Types (2180.0 sqft.) Insulation Area a. Under Attic (Vented) R=38.0 2180.00 ft' 6. Conditioned floor area above grade (ft') 2180 b. N/A R= ft' Conditioned floor area below grade W) 0 c. N/A R= ft' 11. Ducts R ft' 7. Windows(169.3 sqft.) Description Area a. Sup: Attic, Ret: Attic, AH: Garage 6 225 a. U -Factor: Dbl, U=0.65 169.33 ft' b. Sup: Attic, Ret: Attic, AH: Garage 6 225 SHGC: SHGC=0.35 b. U -Factor: N/A ft' 12. Cooling systems kBtu/hr Efficiency SHGC: a Central Unit 23.6 SEER:15.00 b. Central Unit 23.6 SEER:15.00 c. U -Factor: N/A ft' SHGC: 13. Heating systems kBtu/hr Efficiency d. U -Factor: N/A ft' a. Electric Heat Pump 17.1 HSPF:8.50 SHGC: b. Electric Heat Pump 17.1 HSPF:8.50 Area Weighted Average Overhang Depth: 1.333 ft. Area Weighted Average SHGC: 0.350 14. Hot water systems a. Electric Cap: 40 gallons8. Floor Types (2180 0 sgft.) Insulation Area EF: 0.970 a. Slab -On -Grade Edge Insulation R=0.0 2180.00 ft' b. Conservation features b. N/A R= ft' None c. N/A R= ft' 15. Credits None Total Proposed Modified Loads: 57.28 Glass/Floor Area: 0.078 PASSTotalBaselineLoads: 58.08 1 hereby certify that the plans and specifications covered by Review of the plans and 1HE Sr this calculation are in compliance with the Florida Energy specifications covered by this Code. calculation indicates compliance with the Florida Energy Code.`O PREPARED BY: Before construction is completed DATE: 09-23-15 this building will be inspected for V a compliance with Section 553.908 I hereby certify that this building, as designed, is in compliance Florida Statutes. with the Florida Energy Code. COp WE OWNER/AGENT: BUILDING OFFICIAL: DATE: DATE: - Compliance requires certification by the air handler unit manufacturer that the air handler enclosure qualifies as certified factory -sealed in accordance with R403.2.2.1. Compliance requires an Air Barrier and Insulation Inspection Checklist in accordance with R402.4.1.1 and an envelope leakage test report in accordance with R402.4.1.2. 9/23/2015 1:44 PM EnergyGaugeO USA - FlaRes2014 Section R405.4.1 Compliant Software Page 1 of 6 FORM R405-2014 9/23/2015 1:44 PM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 2 of 6 PROJECT Title: R0915357-3 Bedrooms: 6 Address Type: Street Address Building Type: User Conditioned Area: 2180 Lot # Owner: Duplex Unit A & B Total Stories: 1 Block/SubDivision: of Units: 1 Worst Case: No PlatBook: Builder Name: Rotate Angle: 0 Street: 1107 W. 8th Street Permit Office: City of Sanford Cross Ventilation: No County: Seminole Jurisdiction: 691500 Whole House Fan: No City, State, Zip: Sanford , Family Type: Multi -family FL. 32771 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 70 75 526 44 Medium BLOCKS Number Name Area Volume 1 Unit A 1090 8720 2 Unit B 1090 8720 SPACES Number Name Area Volume Kitchen Occupants Bedrooms InfilID Finished Cooled Heated 1 Bedroom3 146 1168 No 1 1 1 Yes Yes Yes 2 Bedroom2 150 1200 No 1 1 1 Yes Yes Yes 3 Bedrooml 213 1704 No 2 1 1 Yes Yes Yes 4 BathRM1 43 344 No 0 1 No Yes Yes 5 BathRM2 43 344 No 0 1 No Yes Yes 6 Kitchen 81 648 Yes 0 1 No Yes Yes 7 Living 139 1112 No 0 1 Yes Yes Yes 8 Dining 275 2200 No 0 1 Yes Yes Yes 9 B Bedroom3 146 1168 No 1 1 1 Yes Yes Yes 10 B Bedroom2 150 1200 No 1 1 1 Yes Yes Yes 11 B Bedrooml 213 1704 No 2 1 1 Yes Yes Yes 12 B BathRM1 43 344 No 0 1 No Yes Yes 13 B BathRM2 43 344 No 0 1 No Yes Yes 14 B Kitchen 81 648 Yes 0 1 No Yes Yes 15 B Living 139 1112 No 0 1 Yes Yes Yes 16 B Dining 275 2200 No 0 1 Yes Yes Yes 9/23/2015 1:44 PM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 2 of 6 FORM R405-2014 9/23/2015 1:44 PM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 3 of 6 FLOORS Floor Type Space Perimeter Perimeter R -Value Area Joist R -Value Tile Wood Carpet 1 Slab -On -Grade Edge Insulatio Bedroom3 16.9 ft 146 ft' 0 0 1 2 Slab -On -Grade Edge Insulatio Bedroom2 25 ft 150 W 0 0 1 3 Slab -On -Grade Edge Insulatio Bedrooml 12.3 ft 213 W 0 0 1 4 Slab -On -Grade Edge Insulatio BathRM1 1 ft 43 ft2 0 0 1 5 Slab -On -Grade Edge Insulatio BathRM2 1 ft 43 W 0 0 1 6Slab-On-Grade Edge Insulatio Kitchen 1 ft 81 ft' 0 0 1 7 Slab -On -Grade Edge Insulatio Living 8 ft 139 W 0 0 1 8 Slab -On -Grade Edge Insulatio Dining 13 ft 275 ft' 0 0 1 9 Slab -On -Grade Edge Insulatio B Bedroom3 16.9 ft 146 ft2 0 0 1 10SIab-On-Grade Edge Insulatio B Bedroom2 25 ft 150 W 0 0 1 11Slab-On-Grade Edge Insulatio B Bedrooml 12.3 ft 213 ft2 0 0 1 12SIab-On-Grade Edge Insulatio B BathRM1 1 ft 43 W 0 0 1 13SIab-On-Grade Edge Insulatio B BathRM2 1 ft 43 W 0 0 1 14SIab-On-Grade Edge Insulatio B Kitchen 1 ft 81 ft' 0 0 1 15SIab-On-Grade Edge Insulatio B Living 8 ft 139 W 0 0 1 16SIab-On-Grade Edge Insulatio B Dining 13 ft 275 W 0 0 1 ROOF V Roof Gable Roof Solar SA Emitt Emitt Deck Pitch Type Materials Area Area Color Absor. Tested Tested Insul. deg) 1 Gable or Shed Composition shingles 2248 W 272 W Medium 065 No 0.9 No 0 14 ATTIC V # Type Ventilation Vent Ratio (1 in) Area RBS IRCC 1 Full attic Vented 300 2181 W N N 9/23/2015 1:44 PM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 3 of 6 FORM R405-2014 9/23/2015 1:44 PM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 4 of 6 CEILING Ceiling Type Space R -Value Area Framing Frac Truss Type 1 Under Attic (Vented) Bedroom3 38 146 ft' 0.1 Wood 2 Under Attic (Vented) Bedroom2 38 150 ft' 0.1 Wood 3 Under Attic (Vented) Bedrooml 38 213 W 0.1 Wood 4 Under Attic (Vented) BathRM1 38 43 ft' 0.1 Wood 5 Under Attic (Vented) BathRM2 38 43 W 0.1 Wood 6 Under Attic (Vented) Kitchen 38 81 ft' 0.1 Wood 7 Under Attic (Vented) Living 38 139 ft' 0.1 Wood 8 Under Attic (Vented) Dining 38 275 W 0.1 Wood 9 Under Attic (Vented) B Bedroom3 38 146 ft' 0.1 Wood 10 Under Attic (Vented) B Bedroom2 38 150 ft' 0.1 Wood 11 Under Attic (Vented) B Bedroom 38 213 ft' 0.1 Wood 12 Under Attic (Vented) B BathRM1 38 43 ft' 0.1 Wood 13 Under Attic (Vented) B BathRM2 38 43 ft' 0.1 Wood 14 Under Attic (Vented) B Kitchen 38 81 ft' 0.1 Wood 15 Under Attic (Vented) B Living 38 139 ft' 0.1 Wood 16 Under Attic (Vented) B Dining 38 275 ft' 0.1 Wood WALLS Adjacent Space Cavity Width Height Sheathing Framing Solar Below pmt To WaILT.ype R -Value Et In Ft in Area R Value FractionAhRor 1 N Exterior Concrete Block - Ext InstJBedroom3 5 4 0 8 0 32.0 ft' 0 0 0.3 0 2 W Exterior Concrete Block - Ext InsdBedroom3 5 13 0 8 0 104.0 ft' 0 0 0.3 0 3 S Exterior Concrete Block - Ext InsdBedroom2 5 12 0 8 0 96.0 ft' 0 0 0.3 0 4 W Exterior Concrete Block - Ext InsuBedroom2 5 13 0 8 0 104.0 ft' 0 0 0.3 0 5 S Exterior Concrete Block - Ext Insul3edrooml 5 12 4 8 0 98.7 ft' 0 0 0.3 0 6 N Exterior Concrete Block - Ext Insul Living 5 8 0 8 0 64.0 ft' 0 0 0.3 0 7 N Exterior Concrete Block - Ext Insul Dining 5 4 4 8 0 34.7 ft' 0 0 0.3 0 8 W Exterior Concrete Block - Ext Insul Dining 5 8 8 8 0 69.3 ft' 0 0 0.3 0 9 N Exterior Concrete Block - Ext InsBlBedroom3 5 4 0 8 0 32.0 ft' 0 0 0.3 0 10 E Exterior Concrete Block - Ext InsBl Bedroom3 5 13 0 8 0 104.0 ft' 0 0 0.3 0 11 E Exterior Concrete Block - Ext InsBl Bedroom2 5 13 0 8 0 104.0 ft' 0 0 0.3 0 12 S Exterior Concrete Block - Ext InsBlBedroom2 5 12 0 8 0 96.0 ft' 0 0 0.3 0 13 S Exterior Concrete Block - Ext InsBIBedrooml 5 12 4 8 0 98.7 ft' 0 0 0.3 0 14 N Exterior Concrete Block - Ext Insul B Living 5 8 0 8 0 64.0 ft' 0 0 0.3 0 15 N Exterior Concrete Block - Ext Insula Dining 5 4 4 8 0 34.7 ft' 0 0 0.3 0 16 E Exterior Concrete Block - Ext Insula Dining 5 8 8 8 0 69.3 W 0 0 0.3 0 17 E Garage Frame - Wood Dining 13 29 8 232.0 ft' 0.23 0.01 0 18 W Garage Frame - Wood B Dining 13 29 8 232.0 ft' 0.23 0.01 0 9/23/2015 1:44 PM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 4 of 6 FORM R405-2014 9/23/2015 1:44 PM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 5 of 6 DOORS Omt Door Type Space Storms U -Value Width Height Area Ft In Ft In 1 N Insulated Dining None 35 3 6 8 20 ft' 2 N Insulated B Dining None 35 3 6 8 20 ft' 3 E Insulated Dining None 46 3 6 8 20 ft2 4 W Insulated B Dining None 46 3 6 8 20 ft2 WINDOWS Orientation shown is the entered, Proposed orientation. Wall Overhang Omt ID Frame Panes NFRC U -Factor SHGC Area Depth Separation Int Shade Screening 1 W 2 TIM Low -E Double Yes 0.65 0.35 11.7 ft2 1 ft 4 in 0 ft 6 in Drapes/blinds Exterior 5 2 W 4 TIM Low -E Double Yes 0.65 0.35 11.7 ft2 1 ft 4 in 0 ft 6 in Drapes/blinds Exterior 5 3 S 5 TIM Low -E Double Yes 0.65 0.35 11.7 ft' 1 ft 4 in Oft 6 in Drapes/blinds Exterior 5 4 N 6 TIM Low -E Double Yes 0.65 035 163 ft' 1 ft 4 in 0 ft 6 in Drapes/blinds Exterior 5 5 W 8 TIM Low -E Double Yes 0.65 0.35 33.3 ft' 1 ft 4 in 0 ft 6 in Drapes/blinds Exterior 5 6 E 10 TIM Low -E Double Yes 0.65 0.35 11.7 ft' 1 ft 4 in 0 ft 6 in Drapes/blinds Exterior 5 7 E 11 TIM Low -E Double Yes 0.65 0.35 11.7 ft' 1 ft 4 in 0 ft 6 in Drapes/blinds Exterior 5 8 S 13 TIM Low -E Double Yes 0.65 0.35 11.7 ft' 1 ft 4 in 0 ft 6 in Drapes/blinds Exterior 5 9 N 14 TIM Low -E Double Yes 0.65 0.35 16.3 ft' 1 ft 4 in 0 ft 6 in Drapes/blinds Exterior 5 10 N 14 TIM Low -E Double Yes 0.65 0.35 33.3 ft' 1 ft 4 in 0 ft 6 in Drapes/blinds Exterior 5 GARAGE Floor Area Ceiling Area Exposed Wall Perimeter Avg. Wall Height Exposed Wall Insulation 1 288 ft2 384 ft' 64 ft 8 ft 1 INFILTRATION Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 1 Wholehouse Proposed ACH(50) .000254 1453.3 79.79 150.05 .1855 5 HEATING SYSTEM System Type Subtype Efficiency Capacity Block Ducts 1 Electric Heat Pump Split HSPF:8.5 17.06 kBtu/hr 1 sys#1 2 Electric Heat Pump Split HSPF:8.5 17.06 kBtu/hr 2 sys#2 COOLING SYSTEM System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 Central Unit Split SEER: 15.0 23.6 kBtu/hr 787 cfm 0.75 1 sys#1 2 Central Unit Split SEER: 15.0 23.6 kBtu/hr 787 cfm 0.75 2 sys#2 9/23/2015 1:44 PM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 5 of 6 FORM R405-2014 9/23/2015 1:44 PM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 6 of 6 HOT WATER SYSTEM System Type SubType Location EF Cap Use SetPnt Conservation 1 Electric None Garage 0.97 40 gal 90 gal 120 deg None SOLAR HOT WATER SYSTEM FSEC Collector Storage Cert # Company Name System Model # Collector Model # Area Volume FEF None None ft' DUCTS Supply --- Return--- Air CFM 25 CFM25 HVAC # Location R -Value Area Location Area Leakage Type Handler TOT OUT ON RLF Heat Cool 1 Attic 6 225 ft' Attic 150 ft' Default Leakage Garage Default) (Default) 1 1 2 Attic 6 225 ft2 Attic 150 ft2 Default Leakage Garage Default) (Default) 2 2 TEMPERATURES Programable Thermostat: N Ceiling Fans: Coolin Jan Feb Mar A r Ma Jun Jul Au Se Oct Nov Dec Venting Jan b MarHX A Jun Juriri ri Aug OctJA j vNov Dec Feb Mar Apr May Jun Jul Sep Oct lel Dec 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 80 80 78 78 78 78 78 78 78 78 Cooling (WEH) AM 78 78 78 78 78 78 78 78 80 80 80 80 PM 80 80 80 80 78 78 78 78 78 78 78 78 Heating (WD) AM 65 65 65 65 65 65 65 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 68 68 Heating (WEH) AM 65 65 65 65 65 65 65 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 68 68 9/23/2015 1:44 PM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 6 of 6 FORM R405-2014 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 99 The lower the EnergyPerformance Index, the more efficient the home. 1. New construction or existing 2. Single family or multiple family 3. Number of units, if multiple family 4. Number of Bedrooms 5. Is this a worst case? 6. Conditioned floor area (ft2) 7. Windows" Description a. U -Factor: Dbl, U=0.65 SHGC: SHGC=0.35 b. U -Factor: N/A SHGC: c U -Factor: N/A SHGC: d. U -Factor: N/A SHGC: Area Weighted Average Overhang Depth: Area Weighted Average SHGC' 1107 W. 8th Street, Sanford, FL, 32771 New (From Plans) 9. Wall Types Insulation Area Multi -family a. Concrete Block - Ext Insul, Exterior R=5.0 1205.30 ft= b. Frame - Wood, Adjacent R=13.0 464.00 ft2 1 c. N/A R= ft= 6 d. N/A R= ft2 10. Ceiling Types Insulation Area No a. Under Attic (Vented) R=38.0 2180.00 ft2 2180 b. N/A R= ft2 Area c. N/A R= ft2 169.33 ft2 11. Ducts R ft2 a. Sup: Attic, Ret Attic, AH: Garage 6 225 b. Sup: Attic, Ret: Attic, AH: Garage 6 225 ft2 12. Cooling systems kBtu/hr Efficiency ft2 a Central Unit 23.6 SEER:15.00 b. Central Unit 23.6 SEER -15 00 n2 13. Heating systems kBtu/hr Efficiency a. Electric Heat Pump 17.1 HSPF:8.50 1.333 ft. b. Electric Heat Pump 17.1 HSPF:8.50 0.350 8. Floor Types Insulation Area a. Slab -On -Grade Edge Insulation R=0.0 2180.00 ft2 b. N/A R= ft2 c. N/A R= ft2 14 Hot water systems Cap: 40 gallonsa. Electric EF: 0.97 b. Conservation features None 15. Credits None I certify that this home has complied with the Florida Energy Efficiency Code for Building Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Code compliant features. _ Builder Signature: Date: %')L41167L}I15 Address of New Home: 6 , 8 J I Y tT City/FL Zip: SQnfiyd , Note: This is not a Building Energy Rating. If your Index is below 70, your home may qualify for energy efficient mortgage (EEM) incentives if you obtain a Florida EnergyGauge Rating. Contact the EnergyGauge Hotline at (321) 638-1492 or see the EnergyGauge web site at energygauge.com for information and a list of certified Raters. For information about the Florida Building Code, Energy Conservation, contact the Florida Building Commission's support staff. Label required by Section R303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT. 9/23/2015 1:44 PM EnergyGauge® USA - FlaRes2014 - Section R405.4.1 Compliant Software Page 1 of 1 Manual S Compliance Report Job: R0915357 ftwrightso• Date: 09-16-15 Unit A By: JND Florida SPECS 815 French Ave. Sanford. FL 32774 Phone: 407-322-0218 Fax 407-328-8055 For: Duplex Unit A & B 1107 W. 8th Street, Sanford, FL 32771 Design Conditions Split ASHP Manufacturer: Goodman or Eqv Actual airflow: Outdoor design DB: 93.0°F Sensible gain: 17688 Btuh Outdoor design WB: 76.0°F Latent gain: 3029 Btuh Indoor design DB: 75.0°F Total gain: 20717 Btuh Indoor RH: 50% Estimated airflow: 787 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Goodman or Eqv Actual airflow: 787 cfm Sensible capacity: 17700 Btuh Latent capacity: 5900 Btuh Total capacity: 23600 Btuh Model: SSZ140241A+ASPT30C14 100% of load 195% of load 114% of load SHR: 75% Heating Equipment Design Outdoor design DB: 42.0°F Heat loss: 11439 Btuh Indoor design DB: 70.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Goodman or Eqv. Model: SSZ140241A+ASPT30C14 Actual airflow: 787 cfm Output capacity: 22000 Btuh 192% of load Supplemental heat required: 0 Btuh Backup equipment type: Elec strip Manufacturer: Goodman Mfg. Model: SSZ140241A Actual airflow: 787 cfm Output capacity: 5.0 kW 149% of load Temp. rise: 20 OF The above equipment was selected in accordance with ACCA Manual S. Entering coil DB: 77.7°F Entering coil WB: 63.8°F Entering coil DB: 69.1 °F Capacity balance: 26 OF Economic balance: -99 OF wri htsoft• 2015 -Sep -23141414 9 Right -Suite® Universal 2015 15.0.19 RSU07440 Page 1 ACCA ...de%R0915357 - Affordable DupleAR0915357-3.nrp Calc = MJ8 House Front faces: N Manual S Compliance Report Job: R0915357 wrightsoft• Date: 09-16-15 Unit e By: JND Florida SPECS 815 French Ave. Sanford. FL 32774 Phone: 407-322-0218 Fax 407.328-8055 Project• • For: Duplex Unit A & B 1107 W. 8th Street, Sanford, FL 32771 Design Conditions Outdoor design DB: 93.0°F Sensible gain: 17677 Btuh Entering coil DB: 78.7°F Outdoor design WB: 76.0°F Latent gain: 3029 Btuh Entering coil WB: 64.1°F Indoor design DB: 75.0°F Total gain: 20706 Btuh Indoor RH: 50% Estimated airflow: 787 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Goodman or Eqv Actual airflow: 787 cfm Sensible capacity: 17700 Btuh Latent capacity: 5900 Btuh Total capacity: 23600 Btuh Model: SSZ140241A+ASPT30C14A 100% of load 195% of load 114% of load SHR: 75% Heating Equipment Design Conditions Outdoor design DB: 42.0°F Heat loss: 11439 Btuh Indoor design DB: 70.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Goodman or Eqv. Model: SSZ140241A+ASPT30C14A Actual airflow: 787 cfm Output capacity: 22000 Btuh 192% of load Supplemental heat required: 0 Btuh Backup equipment type: Elec strip Manufacturer: Goodman or Eqv. Model: SSZ140241A Actual airflow: 787 cfm Output capacity: 5.0 kW 149% of load Temp. rise: 20 OF The above equipment was selected in accordance with ACCA Manual S. Entering coil DB: 69.1°F Capacity balance: 26 OF Economic balance: -99 OF wri htSoft• 2015 -Sep -2314.1414 9 Right -Suite® Universal 2015 15.0.19 RSU0T440 Page 2 ile%R0915357 - Affordable DupleAR0915357-3.rup Calc = M.18 House Front faces: N wrightsoft• Project Summary Unit A Florida SPECS 815 French Ave, Sanford, FL 32774 Phone 407-322-0216 Fax 407.328.8055 For: Duplex Unit A & B 1107 W. 8th Street, Sanford, FL 32771 Job: R0915357 Date: 09-16-15 By: JND Notes: Load Calculation was obtained from an electronic copy of drawing. Design Inf• • Weather: Orlando, FL, US Winter Design Conditions Summer Design Conditions Outside db 42 OF Outside db 93 OF Inside db 70 OF Inside db 75 OF Design TD 28 OF Design TD 18 OF Daily range M Relative humidity 50 Moisture difference 44 gr/Ib Heating Summary Sensible Cooling Equipment Load Sizing Structure 8735 Btuh Structure 13003 Btuh Ducts 2704 Btuh Ducts 4685 Btuh Central vent (0 cfm) 0 Btuh Central vent (0 cfm) 0 Btuh Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 11439 Btuh Use manufacturer's data y Rate/swing multiplier 1.00 Infiltration Equipment sensible load 17688 Btuh Method Simplified Latent Cooling Equipment Load SizingConstructionqualityAverage Fireplaces 0 Structure 2090 Btuh Ducts 939 Btuh Heating Cooling Central vent (0 cfm) 0 Btuh Area (W 1093 1093 Equipment latent load 3029 Btuh Volume (ft') 8748 8748 Air changes/hour 0.32 0.16 Equipment total load 20717 Btuh Equiv. AVF (cfm) 47 23 Req. total capacity at 0.75 SHR 2.0 ton Heating Equipment Summary Cooling Equipment Summary Make Goodman or Eqv. Make Goodman or Eqv. Trade Split AC Trade Split AC Model SSZ140241A Cond SSZ140241A AHRI ref 5722672 Coil ASPT30C14 AHRI ref 5722672 Efficiency 8.5 HSPF Efficiency 11.5 EER, 15 SEER Heating input Sensible cooling 17700 Btuh Heating output 22200 Btuh @ 47°F Latent cooling 5900 Btuh Temperature rise 26 OF Total cooling 23600 Btuh Actual air flow 787 cfm Actual air flow 787 cfm Air flow factor 0.069 cfm/Btuh Air flow factor 0.044 cfm/Btuh Static pressure 0.50 in H2O Static pressure 0.50 in H2O Space thermostat Load sensible heat ratio 0.85 Bold/italic values have been manually overridden Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrightSoft• 201SSep 23 14 Right -Suite® Universal 2015 15.0.19 RSU07440 Page 1 Page4 le\R0915357 - Affordable DupleAR0915357-3.rup Calc = MJ8 House Front faces: N Project Summary Job: R0915357 wrightsof• Date: 09-16-15 Unit B By: JND Florida SPECS 815 French Ave. Sanford, Fl- 32774 Phone: 407-322-0218 Fax 407-328-8055 Project Information For: Duplex Unit A & B 1107 W. 8th Street, Sanford, FL 32771 Notes: Load Calculation was obtained from an electronic copy of drawing. Design Information Weather: Orlando, FL, US Winter Design Conditions Summer Design Conditions Outside db 42 OF Outside db 93 OF Inside db 70 OF Inside db 75 OF Design TD 28 OF Design TD 18 OF Daily range M Relative humidity 50 % Moisture difference 44 gr/Ib Heating Summary Sensible Cooling Equipment Load Sizing Structure 8735 Btuh Structure 12139 Btuh Ducts 2704 Btuh Ducts 4685 Btuh Central vent (0 cfm) 0 Btuh Central vent (0 cfm) 0 Btuh Humidification 0 Btuh Blower 853 Btuh Piping 0 Btuh Equipment load 11439 Btuh Use manufacturer's data y Rate/swing multiplier 1.00 Infiltration Equipment sensible load 17677 Btuh Method Simplified Latent Cooling Equipment Load SizingConstructionqualityAverage Fireplaces 0 Structure 2090 Btuh Ducts 939 Btuh Hea 09g Co ;Ong Central vent (0 cfm) 0 Btuh Area (ft) 3 3 Equipment latent load 3029 Btuh Volume (ft') 8748 8748 Air changes/hour 0.32 0.16 Equipment total load 20706 Btuh Equiv. AVF (cfm) 47 23 Req. total capacity at 0.75 SHR 2.0 ton Heating Equipment Summary Cooling Equipment Summary Make Goodman or Eqv. Make Goodman or Eqv. Trade Split AC Trade Split AC Model SSZ140241A Cond SSZ140241A AHRI ref 5722672 Coil ASPT30C14A AHRI ref 5722672 Efficiency 8.5 HSPF Efficiency 10.7 EER, 15 SEER Heating input Sensible cooling 17700 Btuh Heating output 22000 Btuh @ 47•F Latent cooling 5900 Btuh Temperature rise 26 OF Total cooling 23600 Btuh Actual air flow 787 cfm Actual air flow 787 cfm Air flow factor 0.069 cfm/Btuh Air flow factor 0.047 cfm/Btuh Static pressure 0.50 in H2O Static pressure 0.50 in H2O Space thermostat Load sensible heat ratio 0.85 Bold/italic values have been manually overridden Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrightsoft• 201SSep 23 14:14 Right -Suite® Universal 2015 15.0.19 RSU07440 Pageage 22 Ie\R0915357 - Affordable DupleAR0915357-3.rup Calc = MJ8 House Front faces: N wrightsoft• Right -.10 Worksheet Unit A Florida SPECS 815 French Ave. Sanford. FL 32774 Phone: 407-322-0216 Fax 407.328-8055 Job: R0915357 Date: 09-16-15 By: JND 1 Room name Unit A Bedroorn3 2 Exposed all 74.9 ft 16.6 ft 3 Room height 8.0 ft d 8.0 ft heal/cod 4 Room dimensions 1.0 x 145 9 It 5 Room area 1M4 ft' 145.9 W Ty Construction U -value Or HTM Area (ftp Load Area (ftp Load number Btutdftk*F) Btuh/ftj or perimeter (ft) Btuh) or perimeter (ft) Btuh) Heat Cod Gross N/P/S Heal Cod Gross N/P/S Heat Cod 6 J 13A-5ocs 0.125 n 3.50 250 128 91 320 229 29 29 103 73 4A5.2ob 0.650 n 18.20 15.53 16 0 299 256 0 0 0 0 11-- D 11 N0 0.350 n 9.80 10.92 20 20 197 219 0 0 0 0 13A-50cs 0.125 a 0.00 0.00 0 0 0 0 0 0 0 0 11 4A5-2ob 0.650 a 0.00 0.00 0 0 0 0 0 0 0 0 4A5-2ob 0.650 a 0.00 0.00 0 0 0 0 0 0 0 0 vLa 13A-5ocs 0.125 s 3.50 250 195 183 640 457 0 0 0 0 4A5-2ob 0.650 s 18.20 15.53 12 12 214 183 0 0 0 0 qJ 13A-5ocs 0.125 w 3.50 250 277 220 771 551 104 92 323 231 4AS20b 0.650 w 18.20 34.28 24 3 428 805 12 1 214 403BCCI4A5-2ob 0.650 w 1820 35.06 34 3 610 1175 0 0 0 0 q 12B-Osw 0.097 272 1.78 98 76 206 135 0 0 0 0 0 11N0 0.350 n 9.80 10.92 20 20 197 219 0 0 0 0 P 12C-Osw 0.091 2.55 148 144 144 367 214 0 0 0 0 C 16B-30ad 0.032 0.90 1.75 1093 1093 980 1914 148 146 131 255 F 22A -cd 0.989 27.69 0.00 1093 75 2075 0 146 17 459 0 6 c) AED excursion 1041 228 Envelope loss/gain 7303 7398 1229 1191 12 a) Infiltration 1431 460 318 102 b) Room ventilation 0 0 0 0 13 Irfemal gains: Occupants ® 230 4 920 1 230 Appliances/other 4225 0 Subtotal pines 6 to 13) 8735 13003 1547 1523 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 8735 13003 1547 1523 15 1 Duct loads 131% 360/9 2704 4685 31% 36%1 479 549 Total room load 11439 17688 2027 2071 Air required (dm) 787 787 139 92 Calculations awroved by ACCA to meet all requirements of Manual J 8th Ed. pp-wrightsoft- Right -Suite® Universal 2015 15.0.19 RSU07440 2015 -Sep -23 14:14 4 ile\R0915357 - Affordable DupleAR0915357-3.rup Calc - 101J8 House Front faces: N 9 wrightsoft' Right -.l® Worksheet Unit A Florida SPECS 815 French Ave. Sanford. FL 32774 Phone: 407-322.0216 Fax 407-328-8055 Job: R0915357 Date: 09-16-15 By: JND 1 Room name Bedroom2 Bedrooml 2 Exposed well 25.0 ft 123 ft 3 Room height 8.0 ft heat/cod 8.0 ft heal/cool 4 Room dimensions 1.0 x 150.4 fl 1.0 x 2126 ft 5 Room area 150.4 ft' 212.6 ft' Ty Construction U -value Or HTM Area (ftp Load Area (ft') Load numberI BtuW t' -'F) BtuNfii) or perimeter (H) Btuh) or perimeter (ft) Stuh) Heat Cod Gross N/P/S Heat Cod Gross N/P/S Heat cod 6 1q 13A-5ocs 0.125 n 3.50 250 0 0 0 0 0 0 0 0 4A5•2ob 0.650 n 18.20 15.53 0 0 0 0 0 0 0 0 11 NO 0.350 n 9.80 10.92 0 0 0 0 0 0 0 0 13A-5ocs 0.125 a 0.00 0.00 0 0 0 0 0 0 0 0 11 4A5.2ob 0.650 a 0.00 0.00 0 0 0 0 0 0 0 0 4A5-2ob 0.650 a 0.00 0.00 0 0 0 0 0 0 0 0 v,V 13A-5ocs 0.125a 3.50 250 96 96 336 240 99 87 304 217 G 4A5.2ob 0.650 s 18.20 15.53 0 0 0 0 12 12 214 183 pJ 13A-5ocs 0.125 w 3.50 250 104 92 323 231 0 0 0 0 4A5.2ob 0.650 w 18.20 34.28 12 1 214 403 0 0 0 0 I GG 4A5.2ob 0.650 w 18.20 35.06 0 0 0 0 0 0 0 0 F 12B-0sw 0.097 272 1.78 0 0 0 0 0 0 0 0 0 11NO 0.350 n 9.80 10.92 0 0 0 0 0 0 0 0 P 12C-Osw 0.091 255 1.48 0 0 0 0 0 0 0 0 C 168-30ad 0.032 0.90 1.75 150 150 135 263 213 213 190 372 F 22A -cd 0.989 27.69 0.00 150 25 692 0 213 12 342 0 6 c) AED excursion 226 11 Envelope loss/gam 1700 1363 1050 761 12 a) Infiltration 477 153 235 76 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 1 230 2 460 Appliances/other 0 0 Subtotal (lines 6 to 13) 2177 1747 1285 1296 Less external bed 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 2177 1747 1285 1296 151 Duct bads 1 31% 36% 674 629 31%1 361/6 398 467 Total room load 2851 2376 1 1683 1763 Air required (cfm) 196 106 118 78 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. A wrights4aft' 23 1 Right -Suite® Universal 2015 15.0.19 RSU07440 2015 Sep Page 2 4e\R0915357 - Affordable DupleAR0915357-3.rup Calc = MJ8 House Front faces. N wrightsoft• Right -J® Worksheet Unit A Florida SPECS 815 French Ave. Sanford. FL 32774 Phone 407-322-0216 Fax 407-328-8055 Job: R0915357 Date: 09-16-15 By: JND 1 Room name BathRM1 BathRM2 2 Exposed wall 0 ft 0 ft 3 Room height 8.0 It heat/cod 8.0 ft heat/cool 4 Room dimensions 5.0 x 87 ft 5.0 x 8.7 ft 5 Room area 43.3 ft' 43.3 ft' Ty Construction U -value Or HTM Area (ftj Load Area (ftp Load number BtuNft'-'F) Btuh/ft or perimeter (ft) Btuh) or perimeter (ft) Btuh) Heat Cod Gross N/P/S Heat Cool Gross N/P/S Heat Cod 6 13A-50cs 0.125 n 3.50 250 0 0 0 0 0 0 0 0 4A5.2ob 0.650 n 18.20 15.53 0 0 0 0 0 0 0 0 11 NO 0.350 n 9.80 10.92 0 0 0 0 0 0 0 0 13A-5ocs 0.125 a 0.00 0.00 0 0 0 0 0 0 0 0 11 4A5-2ob 0.650 a 0.00 0.00 0 0 0 0 0 0 0 0 4A5.2ob 0.650 a 0.00 0.00 0 0 0 0 0 0 0 0 K1l 13A-5ocs 0.125 s 3.50 250 0 0 0 0 0 0 0 0 6 4AS2ob 0.650 s 18.20 15.53 0 0 0 0 0 0 0 0 13A-5oos 0.125 w 3.50 250 0 0 0 0 0 0 0 0 4A5-2ob 0.650 w 18.20 34.28 0 0 0 0 0 0 0 0 q 4A5.2ob 12B-Osw 0.650 0.097 w 18.20 2.72 35.06 1.78 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 D 11 NO 0.350 n 9.80 10.92 0 0 0 0 0 0 0 0 P 12C.Osw 0.091 255 1.48 0 0 0 0 0 0 0 0 C 16B-30ad 0.032 0.90 1.75 43 43 39 76 43 43 39 76 F 22Acpl 0.989 27.69 0.00 43 0 0 0 43 0 0 0 6 c) AED excursion 1 1 Envelope loss/gain 39 75 39 75 12 a) Infiltration 0 0 0 0 b) Room ventilation 0 0 0 0 13 1ritemal gains: Occupants @ 230 0 0 0 0 Appliances/other 01 1 0 Subtotal (limes 6 to 13) 39 75 39 75 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 39 75 39 75 15 Dud loads 31% 3604 12 27 31%1 36o1. 12 27 Total room bad 51 102 1 51 102 Air required (cfm) 13 5 1 3 5 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrightsaf[- 2015 -Sep -23 14.14:14 r Right -Suite® Universal 2015 15.0.19 RSU07440 Page 3 de\R0915357 - Affordable DupleAR0915357-3.rup Cale = MJ8 House Front faces. N wrightsoft• Right -M Worksheet Unit A Florida SPECS 815 French Pte, Sanford, FL 32774 Phone: 407-322-0216 Fax 407-328-8055 Job: R0915357 Date: 09-16-15 By: JND 1 Room name I Kitchen Living 2 Exposed wall 0 ft 12.3 ft 3 Room height 8.0 ft hewVcod 8.0 ft heat/cool 4 Room dimensions 9.3 x 87 ft 17.3 x 13.0 ft 5 Room area 80.9 ft' 225.3 ft' Ty Construction U -value Or HTM Area (ftp Load Area (ft) Load number Btuh/ft'--F) Btuh/ft or perimeter (ft) Btuh) or perimeter (ft) Btuh) Heat Cod Gross N/P/S Heat Cod Gross N/P/S Heat Cool i 613A-5ocs 0.125 n 3.50 2.50 0 0 0 0 99 62 217 155 I --(a 4AS-2ob 0.650 n 18.20 15.53 0 0 0 0 16 0 299 256 D 11 NO 0.350 n 9.80 10.92 0 0 0 0 20 20 197 219 13A-5ocs 0.125 a 0.00 000 0 0 0 0 0 0 0 0 11 4A5-2ob 0.650 a 0.00 0.00 0 0 0 0 0 0 0 0 4A5.2ob 0.650 a 0.00 0.00 0 0 0 0 0 0 0 0 Val 13A-5ocs 0.125 s 3.50 2.50 0 0 0 0 0 0 0 0 G 4A5•2ob 0.650 s 18.20 15.53 0 0 0 0 0 0 0 0 w 13A-5ocs 0.125 w 3.50 2.50 0 0 0 0 0 0 0 0 C 4AS2ob 0.650 w 1820 34.28 0 0 0 0 0 0 0 0 4A5-2ob 0.650 w 18.20 3506 0 0 0 0 0 0 0 0 q 1213-Osw 0.097 2.72 1.78 0 0 0 0 0 0 0 0 0 11 NO 0.350 n 9.80 10.92 0 0 0 0 0 0 0 0 P 12C-Osw 0.091 2.55 1.48 0 0 0 0 144 144 367 214 C 1613-30ad 0.032 0.90 1.75 81 81 72 142 225 225 202 394 F 2ZAAA 0.989 2769 0.00 81 0 0 0 225 12 342 0 6 c) AED excursion 14 24 Envelope losstgain 72 127 1624 1214 12 a) Infiltration 0 0 235 76 b) Room ventilation 0 0 0 0 13 Internal gains* Occupants @ 230 0 0 0 0 Appliances/other 1500 1500 Subtotal (lines 6 to 13) 72 1627 1860 2790 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 72 1627 1860 2790 15 Duct bads 31% 36% 22 556 31% 36°h 576 1005 Total room load 95 2214 2435 3795 Air required (cfm) 7 98 168 169 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 14 A wrightsoft' 2015 -Sep -23 1 Right -Suite® Universal 2015 15 0.19 RSU07440 g Pae ile%R0915357 - Affordable DuplextR0915357-3.rup Calc = MJ8 House Front faces. N 9 wrightsoft• Right -M Worksheet Unit A Florida SPECS 815 French Ave, Sanford, FL 32774 Phone: 407-322-0216 Fax 407-328.8055 Job: R0915357 Date: 09-16-15 By: JND 1 Room name Dining 2 Exposed wall 8.7 ft 3 Room height 80 ft heat/cool 4 Room dimensions 1.0 x 191.6 ft 5 Room area 191.6 W Ty Construction U -value Or HTM Area (ftp Load Area Load numberI Btuh/ft'-'F) BtutVftj or perimeter (ft) Btuh) or perimeter Heat Cod Gross N/P/S Heat Cod Gross N/P/S Heat Cod 6 V 13A-5ots 0.125 n 3.50 2.50 0 0 0 0 4A5.2ob 0.650 n 18.20 1553 0 0 0 0 I--GD 11NO 0.350 n 9.80 10.92 0 0 0 0 13A-5ots 0.125 a 0.00 000 0 0 0 0 11 4A5-2ob 0.650 a 0.00 0.00 0 0 0 0 4A5-2ob 0650 a 0.00 0.00 0 0 0 0 t 13A-5ocs 0.125 s 3.50 250 0 0 0 0 G 4A5-2ob 0.650 s 18.20 15.53 0 0 0 0 qJ 13A-5ots 0125 w 3.50 2.50 69 36 125 90 4A5 lob 0.650 w 18.20 34.28 0 0 0 0 q 4A5.2ob 12B-Osw 0.650 0.097 w 18.20 272 35.06 1.78 34 96 3 76 610 206 1175 135 D 11NO 0.350 n 9.80 10.92 20 20 197 219 P 12C-Osw 0.091 2.55 1.48 0 0 0 0 C 168-30ad 0.032 0.90 1.75 192 192 172 335 F 22Acpl 0.989 7769 000 192 9 240 0 6 c) AED excursion 638 Envelope loss/gain 1550 2592 12 a) Infiltration 165 53 b) Room ventilation 0 0 13 Intemal gains. Occupants @ 230 0 0 Appliances/other 1225 Subtotal pines 6 to 13) 1715 3870 Less external load 0 0 Less transfer 0 0 Redistnbution 0 0 14 Subtotal 1715 3870 151 Duct loads 1 31% 36% 531 1394 Total room load 2246 5264 Air required (dm) 155 234 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. A-Ijkwrightsoft' 2015•Sep-2314.1414 c Right -Suite® Universal 2015 15 0 19 RSU07440 Page 5 de\R0915357 - Affordable DupleAR0915357-3.rup Calc = MJ8 House Front faces N wrightsoft• Right -J® Worksheet Unit B Florida SPECS 815 French Ave. Sanford. FL 32774 Phone: 407-322-0216 Fax 407-328.8055 Job: R0915357 Date: 09-16-15 By: JND 1 Roan name Unit B B Bedroom3 2 Exposed well 74.9 R 16.6 ft 3 Roan height 8.0 It d 8.0 ft heat/cod 4 Roan dimensions 1.0 x 145.9 ft 5 Roan area 1M4 ft' 145.9 ft' Ty Construction U -value Or HTM Area (ftl Load Area (ft) Load number Btuh/ft°-'F) Btuh/ftj or perimeter (ft) Btuh) or perimeter (ft) Btuh) Heat Cod Gross N/P/S Heat Cod Gross N/P/S Heat Cod 6 HJ 13A-5ocs 0.125 n 3.50 2.50 128 91 320 229 29 29 103 73 4A5-2ob 0.650 n 18.20 15.53 16 0 299 256 0 0 0 0GD11N00.350 n 9.60 10.92 20 20 197 219 0 0 0 0 13A-5cos 0.125 a 3.50 2.50 277 220 771 551 104 92 323 231 11 4A5.2ob 0.650 a 18.20 34.28 24 3 428 805 12 1 214 403 4A5.2ob 0 650 a 16.20 35.06 34 3 610 1175 0 0 0 0 t_a4A5.2ob 13A-5ocs 0.125 s 3.50 2.50 195 183 640 457 0 0 0 0 0.650 s 18.20 15.53 12 12 214 183 0 0 0 0 1qJ 13A-5ocs 0.125 w 0.00 0.00 0 0 0 0 0 0 0 0 4A5 -tab O. w 0.00 0.00 0 0 0 0 0 0 0 0 IG 4A5.2ob 0.650 w 0.00 0.00 0 0 0 0 0 0 0 0 q 12B-0sw 0.097 2.72 1.78 96 76 206 135 0 0 0 0 0 11 N0 0.350 n 9.80 10.92 20 20 197 219 0 0 0 0 P 12C-0sw 0.091 2.55 1.48 144 144 367 214 0 0 0 0 C 16B-30ad 0.032 0.90 1.75 1093 1093 980 1914 146 146 131 255 F 22Acd 0.989 27.69 0.00 1093 75 2075 0 146 17 459 0 6 c) AED excursion 177 55 Envelope loss/gain 7303 6534 1229 1017 12 a) Infiltration 1431 460 318 102 b) Roan ventilation 0 0 0 0 13 Intemal gains: Occupants ® 230 4 920 1 230 Appliances/other 4225 0 Subtotal (lines 6 to 13) 8735 12139 1547 1350 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 8735 12139 1547 1350 151 Duct loads 1 31% 391/6 2704 4685 311/6 391/6 479 521 Total roan load 11439 16824 1 2027 1870 Air required (dm) 787 787 1139 87 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. A wrightsoft' 201SSep 23 14:14.14 Right -Suite® Universal 2015 15.0.19 RSU07440 age 6 ileNR0915357 - Affordable Duple>nR0915357-3.rup Calc = MJ8 House Front faces N wrightsoft• Right -J® Worksheet Unit B Florida SPECS 815 French Ave, Sanford, FL 32774 Phone: 407-322-0216 Fox 407-3288055 Job: R0916367 Date: 09-16-15 By: JND 1 Roan name B Bedroom2 B Bedroanl 2 Exposed wall 25.0 ft 12.3 k 3 Roan height 8.0 ft heat/cod 8.0 ft heal/cool 4 Room dimensions 1.0 x 150.4 ft 1.0 x 2126 ft 5 Roan area 150.4 ft' 212.6 ft' Ty Construction U -value Or HTM Area (ft') Load Area (ft) Load number Btuh/ft;'F) Btuh/ftl or perimeter (ft) Btuh) or penmeter (ft) Btuh) Heat Cod Gross N/P/S Heat Cod Gross N/P/S Heat Cool 6 WJ 13A-50cs 0.125 n 3.50 250 0 0 0 0 0 0 0 0 4A5-2ob 0.650 n 18.20 15.53 0 0 0 0 0 0 0 0 L_Gp 11 NO 0.350 n 9.80 10.92 0 0 0 0 0 0 0 0 13A-5ocs 0.125 a 3.50 2.50 104 92 323 231 0 0 0 0 11 4A5.2ob 0.650 a 18.20 34.28 12 1 214 403 0 0 0 0 4A5.2ob 0.650 a 18.20 35.06 0 0 0 0 0 0 0 0 VN 13A-50cs 0.125 s 3.50 250 96 96 336 240 99 87 304 217 fi 4AS-2ob 0.650 s 18.20 15.53 0 0 0 0 12 12 214 183 qJ 13A-5ocs 0.125 w 0.00 0.00 0 0 0 0 0 0 0 0 4A5.2ob 0.650 w 0.00 0.00 0 0 0 0 0 0 0 0 4A5.2ob 0.650 w 0.00 0.00 0 0 0 0 0 0 0 0 L 12B-Osw 0.097 272 1.78 0 0 0 0 0 0 0 0 D 11NO 0.350 n 9.80 10.92 0 0 0 0 0 0 0 0 P 12C-Osw 0.091 2.55 1.48 0 0 0 0 0 0 0 0 C 16B-30ad 0.032 0.90 1.75 150 150 135 263 213 213 190 372 F 22A -cd 0.989 2769 0.00 150 25 692 0 213 12 342 0 6 c) AED excursion 50 28 Envelope loss/gain 1700 1187 1050 743 12 a) Infiltration 477 153 235 76 b) Roan ventilation 0 0 0 0 13 Internal gains. Occupants @ 230 1 230 2 460 Apphances/other 0 0 Subtotal (lines 6 to 13) 2177 1570 1285 1279 Less extemal bad 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 2177 1570 1285 1279 15 Duct bads 131% 390/9 674 606 31% 39% 398 494 Total room bad 2851 2176 1683 1773 Air required (cfm) 196 102 1 116 83 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. C -Ora- wrightsaft' 2015 -Sep -2314.14.14 A Right -Suite® Universal 2015 15.0.19 RSU07440 Page 7 ile1RO915357 - Affordable DupleAR0915357-3.rup Calc = MJ8 House Front faces. N wrightsoft• Right -J® Worksheet Unit B Florida SPECS 815 French Pue, Sanford, FL 32774 Phone: 407-322-0216 Fax 407-328-8055 Job: R0915357 Date: 09-16-15 By: JND 1 Room name B BathRM1 B BathRM2 2 Exposed well 0 ft 0 ft 3 Room height 8.0 ft heat/Cool 8.0 ft heat/cool 4 Room dimensions 5.0 x 8.7 fl 5.0 x 8.7 It 5 Room area 43.3 W 43.3 ft° Ty Construction U -value Or HTM Area Oil Load Area (ftp Load number BtuWft'-'F) Btuh/ftj or perimeter (ft) Btuh) or perimeter (ft) Btuh) Heat cod Gross N/P/S Heat cool Gross N/P/S Heat Cod 6 tqJ 13A-5ocs 0.125 n 3.50 250 0 0 0 0 0 0 0 0 4AS2ob 0.650 n 18.20 15.53 0 0 0 0 0 0 0 0 11NO 0.350 n 9.80 10.92 0 0 0 0 0 0 0 0 13A-5ocs 0.125 a 350 2.50 0 0 0 0 0 0 0 0 11 4A5-2ob 0.650 a 18.20 34.28 0 0 0 0 0 0 0 0 4A5-2ob 0.650 a 18.20 35.06 0 0 0 0 0 0 0 0 13A-5ocs 0.125 s 350 2.50 0 0 0 0 0 0 0 0 4A5-2ob 0.650 s 18.20 15.53 0 0 0 0 0 0 0 0 W 13A-5ocs 0.125 w 0.00 0.00 0 0 0 0 0 0 0 0 GG 4AS2ob 0.650 w 0.00 0.00 0 0 0 0 0 0 0 0 I 4A5.2ob 0.650 w 0.00 0.00 0 0 0 0 0 0 0 0 Fj 12B-Osw 0.097 2.72 1.78 0 0 0 0 0 0 0 0 D 11NO 0.350 n 9.80 10.92 0 0 0 0 0 0 0 0 P 12C-Osw 0.091 2.55 1.48 0 0 0 0 0 0 0 0 C 16B-30ad 0.032 0.90 1.75 43 43 39 76 43 43 39 76 F 22A -AA 0.989 27.69 0.00 43 0 0 0 43 0 0 0 6 c) AED excursion 2 2 Envelope loss/gain 39 74 39 74 12 a) Infiltration 0 0 0 0 b) Room ventilation 0 0 0 0 13 Intemal gains: Occupants ® 230 0 0 0 0 Appliances/other 0 0 Subtotal pines 6 to 13) 39 74 39 74 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 39 74 39 74 15 Dud bads 31% 39% 12 29 31% 39% 12 29 Total room load 51 103 51 103 Air required (cfm) 3 5 3 5 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. c -Orit-wrightsoft' 2015 -Sep -2314:14:14 c Right -Suite® Universal 2015 15.0.19 RSU07440 Page 8 ile%RO915357 - Affordable Duplex%RO915357-3.rup Calc = We House Front faces. N wrightsoft• Right -J® Worksheet Unit B Florida SPECS 815 French Ave. Sanford. FL 32774 Phone: 407-322-0216 Fax 407.328.8055 Job: R0915357 Date: 09-16-15 By: JND 1 Room name B Kitchen B Living 2 Exposed wall 0 ft 12.3 ft 3 Room height 8.0 ft heat/Cool 8.0 ft heal/cool 4 Room dimensions 9.3 x 8.7 ft 17.3 x 13.0 R 5 Roan area 80.9 H' 225.3 Its Ty Construction U -value Or HTM Area (ftp Load Area (ft) Load number StuWft'-'F) Btuh/ftl or penmeter (ft) Btuh) or perimeter (ft) Bluh) Heat Cod Gross N/P/S Heal Cod Gross N/P/S Heat Cool 6 1qJ 13A-5ocs 0.125 n 3.50 2.50 0 0 0 0 99 62 217 155 EGD 4AS2ob 0.650 n 18.20 15.53 0 0 0 0 16 0 299 256 11NO 0.350 n 9.80 10.92 0 0 0 0 20 20 197 219 a 3.50 2.50 0 0 0 0 0 0 0 0 1. 13A-5=0.125 11 4AS2ob 0 650 a 18.20 34.28 0 0 0 0 0 0 0 0 4AS2ob 0 650 a 18.20 35.08 0 0 0 0 0 0 0 0 vN 13A-5ocs 0.125 s 3.50 2.50 0 0 0 0 0 0 0 0 C 4AS2ob 0.650 s 18.20 15.53 0 0 0 0 0 0 0 0 tqJ 13A-5ocs 0.125 w 0.00 0.00 0 0 0 0 0 0 0 0 4AS2ob 0.650 w 0.00 0.00 0 0 0 0 0 0 0 0 I_ GG 4AS2ob 0.650 w 000 0.00 0 0 0 0 0 0 0 0 q 12B-Osw 0.097 272 1.78 0 0 0 0 0 0 0 0 0 11 NO 0.350 n 9.80 10.92 0 0 0 0 0 0 0 0 P 12C-Osw 0 091 2.55 1.48 0 0 0 0 144 144 367 214 C 16B-30ad 0.032 0.90 1.75 81 81 72 142 225 225 202 394 F 22Acpl 0.989 27.69 0.00 81 0 0 0 225 12 342 0 6 c) AED excursion 36 61 Envelope loss/gain 72 106 1624 1177 12 a) Infiltration 0 0 235 76 b) Roan ventilation 0 0 0 0 13 Internal gains. Occupants @ 230 0 0 0 0 Appliances/other 1500 1500 Subtotal (lines 6 to 13) 72 1606 1860 2753 Less edemal bed 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 72 1606 1860 2753 15 Dud loads 31% 39% 22 620 31% 39% 578 1062 Total room bad 95 2226 2435 3815 Air required (dm)7 104 168 178 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 4C= wrllghtsOft- Right -Suite® Universal 2015 15.0.19 RSU07440 201SSep 23 1 Page 9 Ie\RO915357 - Affordable Duple:dRO915357-3 rup Calc = MJ8 House Front faces N wrightsoft• Right -J® Worksheet Unit B Florida SPECS 815 French Ave. Sanford, FL 32774 Phone: 407-322-0216 Fox 407-328.8055 Job: R0915357 Date: 09-16-15 By: AD 1 Roan name B Dining 2 Exposed wall 8.7 ft 3 Room height 8.0 ft heaUcool 4 Roan dimensions 1.0 x 191.6 ft 5 Room area 191.6 H' Ty Construction U -value Or HTM Area (ft') Load Area Load number Btuh/ft;'F) Btuh/ft') or perimeter (ft) Btuh) or perimeter Heat Cod Gross N/P/S Heat Cod Gross N/P/S Heat Cod 6 wJ 13A-5ocs 0.125 n 3.50 250 0 0 0 0 4A5-2ob 0.650 n 18.20 15.53 0 0 0 0 tl---- GD 11N0 0.350 n 9.80 10.92 0 0 0 0 13A-Socs 0.125 a 3.50 250 69 36 125 90 11 4A5 2ob 0.650 a 18.20 34.28 0 0 0 0 4A5.20b 0.650 a 18.20 35.06 34 3 610 1175 vN 13A-5ocs 0.125 s 3.50 250 0 0 0 0 ILG 4AS-2ob 0.650 s 18.20 15.53 0 0 0 0 q 13A -Sots 0.125 w 0.00 0.00 0 0 0 0 4A5.2ob 0.650 w 0.00 0.00 0 0 0 0 I G 4AS-2ob 0.650 w 0.00 0.00 0 0 0 0 q 12B-0sw 0.097 272 178 96 76 206 135 0 11 N0 0.350 n 9.80 10.92 20 20 197 219 P 12C )sw 0.091 255 1.48 0 0 0 0 C 168-30ad 0.032 0.90 1.75 192 192 172 335 F 22A -cd 0.989 27.69 0.00 192 9 240 0 6 c) AED excursion 201 Envelope loss/gain 1550 2155 12 a) Infiltration 165 53 b) Roan ventilation 0 0 13 Intemal gains, Occupants @ 230 0 0 Appliarlces/other 1225 Subtotal (lines 6 to 13) 1715 3433 Less external load 0 0 Less transfer 0 0 Redistribution 0 0 14 Subtotal 1715 3433 15 Duct bads 131% 399/4 531 1325 Total room bad 2248 4758 Air required (cfm) 155 223 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. AC A -F F wrighttsoft- Right -Suite® Universal 2015 15.0.19 RSU07440 2015 -Sep -23 14:14.14 ile%R0915357 - Affordable DupleAR0915357-3.rup Calc = MJ8 House Front faces: N Page HVAC Layout Job M R0915357 Performed by JND for: Duplex Unit A 8 B 1107 W. 8111 Street Sanford, FL 32771 Florida SPECS 815 French Ave Sanford, FL 32774 Phone. 407-322-0216 Fax: 407-328-8055 Scale: 1 :98 Page 1 RightSuite® Universal 2015 15.0.19 RSU07440 2015 -Sep -23 14:14:21 Affordable Duplex\R0915357-3.rup Duct System Summary Job: R0915357 W right5oft• Date: 09.18-15 UnitA By: JND Florida SPECS 815 French Ave, Sanford. FL 32774 Phone: 407-322-0218 Fax 407-328-8055 For: Duplex Unit A& B 1107 W. 8th Street, Sanford, FL 32771 External static pressure Pressure losses Available static pressure Supply / return available pressure Lowest friction rate Actual air flow Total effective length (TEL) Heating 0.50 in H2O 0 in H2O 0.50 in H2O 0.411 / 0.089 in H2O 0.265 in/100ft 787 cfm 189 ft Cooling 0.50 in H2O 0 in H2O 0.50 in H2O 0.411 / 0.089 in H2O 0.265 in/100ft 787 cfm Name Design Btuh) Htg cfm) Clg cfm) Design FR Diam in) H x W in) Duct Matl Actual Ln (ft) Ftg.Egv Ln (ft) Trunk BathRM1 c 102 3 5 0.265 4.0 Ox 0 VIFx 35.0 120.0 st3 BalhRM2 c 102 3 5 0.265 4.0 Oxo VIFx 35.0 120.0 stl Bedrooml h 1683 116 78 0.265 6.0 Ox 0 VIFx 35.0 120.0 st3 Bedroom2 h 2851 196 106 0.265 8.0 Ox 0 VIFx 35.0 120.0 st3 Bedroom3 h 2027 139 92 0.265 7.0 Ox 0 VIFx 35.0 120.0 st3 Dining -P, c 5264 155 234 0.265 8.0 Ox 0 VIFx 35.0 120.0 stl Kitchen c 2214 7 98 0.265 6.0 Ox 0 VIFx 35.0 120.0 stl Living c 3795 168 169 0.265 7.0 Ox 0 VIFx 35.0 120.0 stl Supply Trunk Detail Table Return Branch Detail Table Name Trunk Htg Clg Design Veloc Diam H x W Duct Stud/Joist Opening (in) Name Type cfm) cfm) FR fpm) in) in) Material Trunk st3 Peak AVF 455 281 0.265 834 10.0 0 x 0 VinlFlx stl stl Peak AVF 787 787 0.265 736 14.0 0 x 0 VinlFlx Return Branch Detail Table Name Grill Size (in) Htg cfm) Clg cfm) TEL ft) Design FR Veloc fpm) Diam in) H x W in) Stud/Joist Opening (in) Duct Mat[ Trunk rb5 Ox 0 787 787 33.7 0.265 736 14.0 Ox 0 VIFx Bold/!talc values have been manually overridden Kiri htsoft• 2015•Sep-23141418 9 Right -Suite® Universal 2015 15.0.19 RSU07440 Page 1 ACCA ..ile%R0915357 - Affordable DupleAR0915357-3.rup Calc = MJ8 House Front faces: N Duct System Summary Job: R0915357 wrightsoft• Date: 09-16-15 Unit B By: JND Florida SPECS 815 French Ave, Sanford, FL 32774 Phone: 407-322-0216 Fax 407-328.8055 Project Information For: Duplex Unit A & B 1107 W. 8th Street, Sanford, FL 32771 External static pressure Pressurelosses Available static pressure Supply / return available pressure Lowest friction rate Actual air flow Total effective length (TEL) Heating 0.50 in H2O 0.12 in H2O 0.38 in H2O 0.252 / 0.128 in H2O 0.193 in/100ft 787 cfm Cooling 0.50 in H2O 0.12 in H2O 0.38 in H2O 0.252 / 0.128 in H2O 0.193 in/100ft 787 cfm 196 ft Supply Branch Detail Table Name Design Btuh) Htg cfm) Clg cfm) Design FR Diam in) H x W in) Duct Matl Actual Ln (ft) Ftg.Egv Ln (ft) Trunk B BathRM1 c 103 3 5 0.198 4.0 Ox 0 VIFx 32.2 95.0 st4 B BathRM2 c 103 3 5 0.283 4.0 Ox 0 VIFx 14.0 75.0 st2 B Bedrooml h 1683 116 83 0.199 7.0 Ox 0 VIFx 32.1 95.0 st4 B Bedroom2 h 2851 196 102 0.193 8.0 Ox 0 VIFx 35.5 95.0 st4 B Bedroorn3 h 2027 139 87 0.202 7.0 Ox 0 VIFx 29.9 95.0 st4 B Dining -A C 4758 155 223 0.290 8.0 Ox 0 VIFx 11.9 75.0 st2 B kitchen C 2226 7 104 0.283 6.0 Ox 0 VIFx 14.3 75.0 st2 B Living c 3815 168 178 0.270 7.0 Ox 0 VIFx 18.4 75.0 st2 Name Trunk Htg Clg Design Veloc Diam H x W Duct Stud/Joist Opening (in) Name Type cfm) cfm) FR fpm) in) in) Material Trunk st4 Peak AVF 455 277 0.193 579 12.0 0 x 0 VinlFlx st2 st2 Peak AVF 787 787 0.193 736 14.0 0 x 0 VinlFlx Name Grill Size (in) Htg cfm) Clg cfm) TEL ft) Design FR Veloc fpm) Diam in) H x W in) Stud/Joist Opening (in) Duct Matl Trunk rb4 Ox 0 787 787 66.0 0.193 736 14.0 Ox 0 VIFx Bold/italic values have been manually overridden wri htsoft• 2015 -Sep -2314:14:16 9 Righl-Smte® Universal 2015 15.0.19 RSU07440 Page 2 ACCK .ile%R0915357 - Affordable DupleAR0915357-3 rup Calc = MJ8 House Front faces: N RECORD COPY NO V EL ECTR/ LLC= Service Calculation for Single family Home 1090 SQ FT LIVING AREA 240 VOLT SERVICE General Lighting SQ.FT.X 3 VA 3,270 VA Small appliance load (3000 VA per kitchen) 3,000 VA Laundry 1500 VA for each Washer # of washers 1,500 VA Total general light and small appliance 7,770 VA 1:- %_-..• r ._-:.`-.: :- _:c•. l --rteDE_MAIVDFACTORS-= 3000 va @ 100% 3,000 VA 4,770 va @ 35% 1,670 VA 4 or more fixed appliances at 75% (see 220-53) Water Heater 1 4,500 VA SANFORD Dishwasher 1 1,200 VA Disposal 1 960 VA OFAARTM Micro Wave 1 1,800 VA # j - 2 6 3 1PoolPump - VA Jetted Tub Pump - VA 8,460 va @ 75% 6,345.00 VA 5Kw Heatstrips :.. -1 5,000 VA 10Kw Heatstrips - VA A/C Compressor 1.5 Ton - VA A/C Compressor 2 Ton 1 3,552 VA A/C Compressor 2.5 Ton - VA A/C Compressor 3 Ton - VA A/C Compressor 3.5 Ton - VA A/C Compressor 4 Ton - VA A/C Compressor 5 Ton - VA Dryers 1 5,000 VA Range (see 220-55) 8,000 VA Boatdock motor 1/4 horsepower VA Well motor 1/3 horsepower VA 25% of largest fixed appliance VA TOTAL LOAD 32,567 JVA Divide total VA by line voltage to size the service 136 Amps 150A 240V 1 -Phase 2785 Wrights Road ServicingA'llof Florida Office: 407.960.3828 Suite 1105K# 130. R. Fax: 888.291.6535 Oviedo, FL 32765 www.electricoriando.com V- M LIO 1 f w Ids 1!: r A1.. rrw+1..w r rr.ir rr.rr..w. iti w.wfl.w wr..rs.Ur.a r.wr 9.rn..wrrr.r....r A lw al+rfr a.. ru mmA,.,o. uuuu.rfln O Aefu , mw.iM 1, Mrf01m n n. ,r rlsr Truss Technkbn 11 C' r.r. n.rw a.r rr ttlf rw : r br+ : r owrcnw.a.ti u rsr.. rwrm xoa r,a r.ewl anmr rs, tsrrxrr f..wwl roMw O.ew C=Z o..w r o..w a.. ru mmA,.,o. uuuu.rfln O Aefu , mw.iM 1, Mrf01m n n. ,r rlsr Truss Technkbn 11 C' r.r. n.rw a.r rr RECORD COPY Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. MiTek® RE: 83553616 - M'T k USA Site Information: Customer Info: RLH CONSULTING & MANAGEMENT, I Lot/Block: 1107 Subdivision: Address: rl1 f17 W Rth RT City: SANFORD State: FL W , nc. 6904 Parke East Blvd. Project Name: 1107 W 8th ST o3de1:111' 30-3 DUPLEX W 8TH ST Name Address and License # of Structural Engineer of Record, If there is one, for the building. Name: License #: Address: City: State: General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2014/TP12007 Design Program: MiTek 20/20 7.6 Wind Code: ASCE 7-10 Wind Speed: 140 mph Roof Load: 40.0 psf Floor Load: N/A psf This package includes 20 individual, dated Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. No. I Seal# ITruss Name I Date INo. I Seal# iTruss Name Date 1 IT7840820 JA 1/5/016 118 IT7840837 1E6S 1/5/016 2 I T7840821 1 Al 111/5/016 119 I T7840838 I NX 1 1 /5/016 13 I T7840822 I A2 11 /5/016 120 I T7840839 I R6 11/5/016 1 14 I T7840823 I AX 11/5/016 1 5 I T7840824 166 11/5/0116 1 16 I T7840825 1138 11/5/0116 1 17 I T7840826 I B10 1115/0116 1 18 I T7840827 I B12 111/5/016 1 19 I T7840828 I B14 111/5/016 1 110 I T7840829 I B 16 111/5/016 1 Ill I T7840830 I B 18 11/5/016 1 12 I T7840831 I B20 11/5/016 1 113 I T7840832 I B22 11/5/016 1 114 I T7840833 I B24 111/5/016 I 115 I T7840834 I C2 11/5/0116 I 116 I T7840835 I C4 11/51016 I 117 I T7840836 I E6 11/5/016 1 The truss drawing(s) referenced above have been prepared by MiTek Industries, Inc. under my direct supervision based on the parameters provided by ProBuild East (Lady Lake, FL). Truss Design Engineer's Name: Velez, Joaquin My license renewal date for the state of Florida is February 28, 2017. IMPORTANT NOTE: Truss Engineer's responsibility is solely for design of individual trusses based upon design parameters shown on referenced truss drawings. Parameters have not been verified as appropriate for any use. Any location identification specified is for file reference only and has not been used in preparing design. Suitability of truss designs for any particular building is the responsibility of the building designer, not the Truss Engineer, per ANSI/TPI-1, Chapter 2. 15-2631 0v\1DING SANFORD oFpAR`v` t 11111111111 0 PQU I N VF i, i J ' C E N 8F '• 68182 k - 3'.. STATE OF Z O N AL E 1111 Joapuln vela PE No.68182 Mlrek Usk Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 5,2016 Velez, Joaquin I of I Job Truss Truss Type Ory Py LUMBER. BRACING - a truss system Before use. the building designer must vent' the oppicdbiily of design parameters and property incorporate this design into the overall TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-2-5 oc purlins, except T784p$20lJob3553618AMONOPRCNe1 Reference (oationall mound Iasi, Lacy Laxe, rxnwa 7 540 s Sep 29 2015 Mi -Tek Industries, Inc Tue Jen 05 09'06'35 2016 Page 1 ID: LO WYMarvC KPeLJ9glFVdOZyxtPo-Bbcly?byOD4e?W wrPVLTYH BdwhyNwbUb3U4OHzyTC I 5.4-0 I 12.3-0 I 17.9.14 I 25.0.0 I 5.4-0 &11-0 58.14 7.2.2 3 00 12 30 $Fate =143 2 5 x9 — 1 5x8 STP = 1 5x8 STP = 3x4 = 2x4 II 5x8 = 8x8 = d LOADING (psf) TCLL 200 TCDL 10.0 BCLL 00 ' BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2014/TP12007 CSI. TC 0.64 BC 0.49 WB 0 70 Matrix -M) DEFL. in (loc) Udell Ud Vert(LL) -008 6.7 >999 360 Vert(TL) -0.21 6.7 >999 240 Horz(TL) 001 6 n/a Na Wind(LL) 0.04 7-8 >999 240 PLATES GRIP MT20 244/190 Weight: 128 Ib FT = 20% LUMBER. BRACING - a truss system Before use. the building designer must vent' the oppicdbiily of design parameters and property incorporate this design into the overall TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-2-5 oc purlins, except BOT CHORD 2x4 SP No.2 end verticals. WEBS 20 SP No 3 BOT CHORD Rigid ceiling directly applied or 6.0.0 oc bracing. lobricotlan, storage. delivery. erection and bracing of trusses and Inns systems. see ANSI/TNI Quality Crllerlo, DSO -89 and OCSI Building Component WEBS 1 Row at midpt 4-6 Salley Information available from truss Plate Institute. 218 N. Lee Street. Suite 312. Alexandria. VA 72314 MTek recommends that Stabilizers and required cross bracing be Installed during truss erection, in accordance with Stabilizer Installation ouide. REACTIONS. (Ib/size) 6=722/0-3-8, 10=1266/0-8-0 Max Horz 1Owl 73(LC 10) Max Upllft6=-83(LC 10), 10=-218(LC 10) FORCES. (lb) - Max. Comp./Max Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 1-14=-764/596, 2-14=-756/602,2-3=1025/113,3-4=-820/197 BOT CHORD 1 -16 -537f783.10 -16-537f783,9-10=-537/406. 8-9=537/406, 7.8=338/948, 6-7=347/760 WEBS 2-10--1094/711, 2-8-750/1507.4-7=0/357.4-6-881/396 NOTES - 1) Wind: ASCE 7-10; VUR=140mph (3 -second gust) Vasd=108mph, TCDL=5.Opsf; BCDL=5 Opsf, h=15ft; 8=59ft; L=4911; eave=4ft; Cat. 11; Exp B; Encl. GCpi=0.18, MWFRS (directional) and C -C Comer(3) 0-0-0 to 4-10.6, Exterior(2) 4-10-6 to 19-11-14, Comer(3) 19.11-14 to 24-10-4 zone; cantilever left exposed ;C -C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10 0 psf bottom chord live load nonconcurrent with any other live loads 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3.6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 6 except 01=1b) 10=218. 5) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 1 1111111/IIPQUIN O . • C E N No 68182 O: E OF •:/ 4I`0, c%%%%%• n11111111` Joaquin Vel- PE No.68182 MITek USA, Ila;. FL Ced 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 5,2016 0 WARNING - Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 111114473 rev. 70703/2016 BEFORE USE. wwww Design void for use only with mlel connectors This design 4 based only upon parameters shown and is for on individual building component. not w• a truss system Before use. the building designer must vent' the oppicdbiily of design parameters and property incorporate this design into the overall building design. Biocuig indicated is to prevent bucking of Individual truss web and/or chord members only. Additional tempaory and permonenl bracing WOWischwaysrequiredforstabilityandtopreventcollapsewithpossiblepersonalerjuryandpropertydamage. For general guidance regarding the lobricotlan, storage. delivery. erection and bracing of trusses and Inns systems. see ANSI/TNI Quality Crllerlo, DSO -89 and OCSI Building Component 6804 Parke Fast BNd Salley Information available from truss Plate Institute. 218 N. Lee Street. Suite 312. Alexandria. VA 72314 Tempa. FL 33610 Job Truss Truss Type Oty Ply LUMBER- BRACING - o tons system Before use. the bsxldrng designer must verily the oppicobity, of design parameters and property incorporate this design into the overall TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-2-5 oc purlins, except T7840821lJob83553616AlMonoprtch21 Reference (optional) ProBwW East, Lady Lake, Florida 7 640 s Sep 29 2015 IATek Industries, Inc Tue Jan 05 09 06.35 2016 Page 1 ID LOWYMouvCKPeLJ9glFVdOZyxlPo-Bbcly?byOD4e?cJwrPVLTYHDgwg NzDUb3U4OHzyTCI 5.4-0 11.0-1 17.9.13 25.0-0 5.4.0 5.61 6.9.12 7.2.3 3 DD 3x4 4Fale = 1:43.7 5 3x8 II 10, 3x4 = 1 5x8 STP = 4x6 = 3x8 _ 3x4 = 1 5x8 STP = 2x4 11 6x8 ja LOADING (psf) SPACING- 2-0-0 TCLL 200 Plate Grip DOL 1 25 TCDL 100 Lumber DOL 1.25 BCLL 0.0 ' Rep Stress Incr YES BCDL 100 Code FBC2014lrP12007 CSI. TC 057 BC 0.56 WB 047 Matrix -M) DEFL. in (loc) Vden Lid Vert(LL) -007 6-7 >999 360 Vert(TL) -0.18 6.7 >999 240 Horz(TL) 003 6 n/a n/a Wind(LL) 004 7-9 >999 240 PLATES GRIP MT20 244/190 Weight. 129 Ib FT = 20% LUMBER- BRACING - o tons system Before use. the bsxldrng designer must verily the oppicobity, of design parameters and property incorporate this design into the overall TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-2-5 oc purlins, except BOT CHORD 2x4 SP No.2 end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-0.0 oc bracing WEDGE WEBS 1 Row at midpt 4-6 Left. 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) 6=761/0-3-8, 1=174/0.8-0, 10=1053/0-8-0 Max Horz 1=173(LC 10) Max Uplift6=95(LC 10), 10=-112(LC 10) FORCES. (lb) - Max Comp /Max Ten - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=1169/302. 3.4=905/269 BOT CHORD 8-9=532/1101, 7-8=532/1101, 6-7=422/835 WEBS 2-10=-919/471, 2-9=394/1235, 3-7-2891119,4-7=0/392,4-6=-971/485 NOTES - 1) Wind ASCE 7-10, VuR=140mph (3 -second gust) Vasd=108mph; TCDL=5 Opsf, BCDL=5 Opsf, h=1512, 13=5911, L=4911, eave=oft; Cat. II; Exp B; Encl., GCpi=0.18, MWFRS (directional) and C -C Comer(3) 0.0.0 to 4-10.6, Exterior(2) 4-1D-6 to 19.11-14, Comer(3) 19.11-14 to 24-10.4 zone;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.60 plate gnp DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live bad nonconcurrent with any other live loads. 3) ' This truss has been designed for a live toad of 20 Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 6 except Ot=lb) 10=112. 5) "Semi-rigid pitchbreaks including heels' Member end fixity model was used in the analysis and design of this truss 1111111/// QUIN ION . • GE N s No 68182 cc E OF ... 4u: ON A E.. 1111111it, Joaquin Velez PE No.68182 MITek USA, Inc. FL Celt 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 5,2016 A WARNING - VerMy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 111II.7473 rev. 10/0312015 BEFORE USE. Design valid for use only, with MFek® connectors This design is based only upon parameters shown, and is for on individuol building component. not o tons system Before use. the bsxldrng designer must verily the oppicobity, of design parameters and property incorporate this design into the overall 7buildingdesign. Bracing indicated 4 to prevent bucking of individual truss web and/or chord members only Additional temporary and permanent bracing WOW rs olwoys required for stability and to prevent collapse with possible personal iryvry and property damage For general guidance regarding the fabrication, storage. delivery, erection and bracing of trusses and Inns syslems. see ANSI/711411 Ovollly Criteria. DSB-89 and BCSI BuOding Component 6904 Parke East BNd Solely Information avo loble from Truss Plate Institute. 218 N Lee Street. Suite 312. Alexandria. VA 22314 Tampa, FL 33610 Job Truss Truss Type Qty Py Mo 7.4•t4 ora• Plate Offsets (X.Y)- 11 0-0.4.1-7-131.110-3-0.0-0-01. 13:0-3-0.0-3-01. 16 0-38.0-3-01 o Inns system. Before use. the building designer must verily the applicability of design parameters and properly bncorpole the design into the overall LOADING (psf) SPACING- 2-0-0 CSI. 77840822lJob83553816A2MONOPRCH24t Reference (optional) MUM East. Lady Lake. Florida 7540 a 50P 29 zot 5 Mtek Inousines, Inc rue ,ten us 09.00 36 zu to Pege 1 ID LOVWMrCKPeLJ9glFVdOZyxtPo-frtA7ALcartXDVdmu6P7la01gPdKz__6N2dgjEewkzyTCH 7 tza.te ta._ s zsoa 7 - ea oe i 5.3z I 7.2.5 20 $pale - 143 7 3.00 F12 3xB 3x8 II 3x4 = 3x8 = 3x4 1.5x8 STP = 8x8 = NOTES - 1) Wind: ASCE 7-10; VuH=140mph (3 -second gust) Vasd=108mph; TCDL=5.Op31; BCDL=S.Ops1; h=15ft; 8=5911; L=49ft; eave=4ft; Cat. II, Exp B; Encl. GCpi=O 18; MWFRS (directional) and C -C Comer(3) 0.0.0 to 4-10.6, Exterior(2) 4-10.6 to 19-11-14, Comer(3) 19-11-14 to 24-1D-4 zone, cantilever left exposed ,C -C for members and forces d MWFRS for reactions shown, Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Ops1 on the bottom chord in all areas where a rectangle 3.6.0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joints) 1 except Ot=1b) 6=116. 5) "Semi-rigid phchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 0011111111114 PQUIN i No 68182 cc E OF :4j' 1111111 n 111` Joaquin Velez PE No.68182 Welt USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 5,2016 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEN REFERANCE PAGE M0.7473 rev. 10103,2015 BEFORE USE. t•o•oo•4• e•t•to Iat-e Mo 7.4•t4 ora• Plate Offsets (X.Y)- 11 0-0.4.1-7-131.110-3-0.0-0-01. 13:0-3-0.0-3-01. 16 0-38.0-3-01 o Inns system. Before use. the building designer must verily the applicability of design parameters and properly bncorpole the design into the overall LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.50 is always required for stability and to prevent collapse with possible personal injury and property damage Fix general guidance iegording the Vert(LL) -0.14 7-9 >999 360 MT20 244/190 TCDL 100 Lumber DOL 125 BC 0.76 6904 Parke East BW Vert(TL) -0.39 7-9 >762 240 Tampa, FL 33610 BCLL 0.0 " Rep Stress Ina YES WB 0.69 Horz(TL) 0.08 6 We We BCDL 100 Code FBC2014lTPI2007 (Matrix -M) Wind(LL) 0.11 7-9 >999 240 Weight: 124 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3.3-14 oc purlins, except BOT CHORD 20 SP No.2 end verticals WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 5-4.5 oc bracing. WEDGE WEBS 1 Row at midpt 4-6 Leff: 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) 6=952/0-3.8, 1=1036/0.8.0 Max Horz 1=173(LC 10) Max Upkft6=-116(LC 10), 1=-78(LC 10) FORCES. (lb) - Max. Comp./Max Ten - All forces 250 (lb) or less except when shown. TOP CHORD 1-15=-2485/941, 2-15=-2440/947.2-3=-22171772.3-4=-1179/372 BOT CHORD 1-9-1203/2367,8-9=-899/1865.7-8=-899/1865, 6-7=444/851 WEBS 2-9=287/282, 3-9=-106/469, 3-7=-894/460, 4-7=158/675, 4-6=-1144/596 NOTES - 1) Wind: ASCE 7-10; VuH=140mph (3 -second gust) Vasd=108mph; TCDL=5.Op31; BCDL=S.Ops1; h=15ft; 8=5911; L=49ft; eave=4ft; Cat. II, Exp B; Encl. GCpi=O 18; MWFRS (directional) and C -C Comer(3) 0.0.0 to 4-10.6, Exterior(2) 4-10.6 to 19-11-14, Comer(3) 19-11-14 to 24-1D-4 zone, cantilever left exposed ,C -C for members and forces d MWFRS for reactions shown, Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Ops1 on the bottom chord in all areas where a rectangle 3.6.0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joints) 1 except Ot=1b) 6=116. 5) "Semi-rigid phchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 0011111111114 PQUIN i No 68182 cc E OF :4j' 1111111 n 111` Joaquin Velez PE No.68182 Welt USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 5,2016 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEN REFERANCE PAGE M0.7473 rev. 10103,2015 BEFORE USE. void for use only with µ7elt® conneclors The design b based only upon parameters shown, and is to on individual building component, not MFoInnssystem. Before use. the building designer must verily the applicability of design parameters and properly bncorpole the design into the overall bsx ng design Bracing indicated is to prevent bucking of individuol truss web and/or chord members only Addtionol tempodryand permanent brocing MiTek• is always required for stability and to prevent collapse with possible personal injury and property damage Fix general guidance iegording the fabrication. stooge. delivery. erection and bracing of tenses and Inns systems. see ANSI/TPI I Quality Criteria, DSB-89 and BCSI BuBding Component 6904 Parke East BW Sohty InImmallon available from Truss Plate Instilute. 218 N. Lee Street. Suite 312. Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type Oty Ply I Plate Offsets (X.Y)– 11:0.4-0.0.0-01.11:0.0.4.1-7-131. 16:0.3-0.0.3-01. 127:0-2-8.0.0.41 77040823 83553818 AX GABLE 2 1 SPACING- 2-0-0 PmBudd East, Lady Lake, Fonda 11 7 040 s Sep 29 201514Tek Industries, Inc. Tue Jan 05 09 06 37 2016 Page 1 ID LOWYMovvCKPeLJ9glFVdOZyxtPo-7zkVNhcCXrLLEwTlzgYpYzNaYkOorym2NzBSAzyTCG K -:,i,7 1 5x8 STP = 3x4 = 3x8 II 33 32 31 30 29 28 27 26 25 24 23 22 21 20 19 18 17 5x8 = d 160 I 1 60 ree— 25-0-0 2460 I Plate Offsets (X.Y)– 11:0.4-0.0.0-01.11:0.0.4.1-7-131. 16:0.3-0.0.3-01. 127:0-2-8.0.0.41 building design. Bracing indicated is to prevent bucking of individual In ra web and/or chord members only. Additional temporary and permanent bracing M iTek' is oWays required for stability and to prevenl colopse with possible personal iryury and property damage For general guidance regarding the LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 200 Plate Grip DOL 1 25 TC 0.49 Vert(LL) 0.04 1-33 999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.34 Vert(TL) 0.12 1-33 652 240 BCLL 0.0 ' Rep Stress Ina YES WB 0 14 Horz(TL) 000 18 n/a n/a BCDL 10.0 Code FBC2014lTP12007 Matnx) Wind(LL) 0.02 1-33 999 240 Weight: 161 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 20 SP No.2 WEBS 2x4 SP No 3 BOT CHORD OTHERS 20 SP No.3 WEDGE Left. 2x4 SP No.3 REACTIONS. All bearings 244-0 lb) - Max Horz 1=174(LC 10) Max Uplift All uplift 1001b or less atloint(s) 19, 20, 21, 22, 23, 24, 25, 26, 28. 29, 30. 31, 33, 17 except 32=-265(LC 1) Max Grav All reactions 250 lb or less at joint(s) 18, 1, 1, 19, 20, 21, 22, 23, 24, 25, 26, 28, 29, 30, 31, 32, 17 except 33=666(LC 1) FORCES. (lb) - Max Comp /Max. Ten. - All forces 250 (lb) or less except when shown TOP CHORD 1-34=-342/97, 2-34=328/116, 3-4=258/81 WEBS 2-33=-471/477 Structural wood sheathing directly applied or 6-0.0 oc purlins, except end verticals. Rigid ceiling directly applied or 10.0.0 oc bracing. MTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES - 1) Wind: ASCE 7-10, Vult=140mph (3 -second gust) Vasd=108mph, TCDL=S.Opsf, BCDL=5 Opsf, h=15ft, B=59ft; L=491111; eave=2111, Cat. II; Exp B; Encl., GCpi=0.18, MWFRS (directional) and C -C Comer(3) 0.0.0 to 4-10.6, Exterior(2) 4-10-6 to 19.8-8. Corner(3) 19-8-8 to 24-10-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1 3) All plates are 2x4 MT20 unless otherwise indicated 4) Gable studs spaced at 1-4-0 oc. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20 Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 19, 20, 21, 22, 23, 24, 25, 26, 28, 29, 30, 31, 33,17 except 011=1b) 32=265. 8) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. tlllllllitl4, PQUIN VF< S G E N i ,j, i No 68182 CC E OF :4J i 0R`OP•('N,. O N A1- C.0 111/1111111111, Joaquin Velez PE N0.68182 MITek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 5,2016 WARNING • VerNy dsslgn peramHsra and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 040.7477 rev. 1010712016 BEFORE USE. ree— Design void for use only with M706 connectors. This design is based only upon parameters shown. and is for on individual building component. not a tons system. Before use. the building designer must verity the applicability of design parameters and property incorporole this design into the overall building design. Bracing indicated is to prevent bucking of individual In ra web and/or chord members only. Additional temporary and permanent bracing M iTek' is oWays required for stability and to prevenl colopse with possible personal iryury and property damage For general guidance regarding the fabrication, storage. delivery. erection and bracing of trusses and truss systems. see ANSI/TPI) qually Creed% DS6.89 and BCSI BuBding Componsinf 6904 Parke East BNd Salsify Inlimmallon available from Truss Plate Institute. 218 N. Lee Street. Suite 312. Alexandria, VA 22314. Tempa. FL 33610 Job Truss Truss Type Oty Ply 39A 330 330 330 4.40 Plate Offsets (X.Y)- 11:0-0.4.1-7-131. 11:0.2-O.Edael. 12,0.6.0.0-2-01.15,0.4.0.0.3-01. 19:0-6-0.0-301.111:0.4-0.0-3-01 VII40824 83553ete Be HALF HIP GIRDER 2 1 TCLL 20.0 r Wnu cas4 uuy uxe, rrorga es, me z...... ue ren uo - w+a '.1. roR " ege r ID:LOV WM.,,CKPeLJ9glFVdOZyxtPo-y75mekhz7h5VrxSJ5fDoEdX89ljFL*fIOVgg zyTCA l 640 1 9.30 I 138-0 I 17.3.0 I 21.0-0 I 250.0 6.40 330 330 39.0 330 4.40 Scale = 1:44.4 NAILED Special NAILED NAILED NAILED NAILED NAILED 3 Do 12 5x12 = NAILED 3x4 = NAILED 2x4 I) NAILED 5x6 = NAILED 20 II 5x8 = 2 19 3 20 21 4 22 23 24 5 25 26 6 27 28 7 10 29 '4 30 31 11 32 33 1V 34 3x8 = 34 11 20 II NAILED 3x6 = NAILED 54 = NAILED 20 II Special NAILED NAILED NAILED 35 sr 36 37 e NAILED502= 1.5x8 STP= NAILED 3x8 II NAILED NAILED 640 A WARNING - verify design parionreten and READ NOTES ON THIS AND INCLUDED NITEK REFERANCE PAGE WI -7473 rev. 10/0.1/2016 BEFORE USE. 0 1.40 5.40 39A 330 330 330 4.40 Plate Offsets (X.Y)- 11:0-0.4.1-7-131. 11:0.2-O.Edael. 12,0.6.0.0-2-01.15,0.4.0.0.3-01. 19:0-6-0.0-301.111:0.4-0.0-3-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (toe) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1 25 TC 0.80 Vert(LL) 0.33 11-12 >899 360 MT20 244/190 TCDL 100 Lumber DOL 1.25 Tampa, FL 33610 BC 095 Ven(TL) 0.83 11-12 >360 240 SCLL 0.0 ' Rep Stress Incr NO WB 0.86 Horz(TL) 0.12 8 n/a n/a BCDL 100 Code FBC2014rrP12007 Matrix -M) Wind(LL) 0.22 11 >999 240 Weight: 115 Ib FT = 20% LUMBER. BRACING - TOP CHORD 2x4 SP No 2 TOP CHORD Structural wood sheathing directly applied or 2-1-12 oc purlins, except BOT CHORD 2x4 SP No.2 'Except' end verticals. 1-11. 20 SP M 31 BOT CHORD Rigid ceiling directly applied or 10.0.0 oc bracing. WEBS 2x4 SP No.3 MTek recommends that Stabilizers and required cross bracing WEDGE be installed during truss erection, in accordance with StabilizerLeft. 2x4 SP No.3 Installation guide. REACTIONS. (Ib/size) 8=944/0.3-8, 1=1347/0-8-0 Max Horz 1.42(LC 25) Max Upliif8=-82(LC 8), 1=100(LC 8) FORCES. (Ib) - Max. Comp./Max Ten - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=3469/250, 2-19=-4634/348, 3-19=-4634/348, 3-20=-4494/354. 2D-21=-4494/354, 4 -21= -4494/354,4 -22=.4494/354,22-23=4494/354,2324=-4494/354,5-24=-4494/354, 5.25=-2139/183, 25-26=-2139/183, 6-26=2139/183, 6-27=-2139/183, 27-28=-2139/183, 7-28=-2139/183, 7-8=912/90 BOT CHORD 11-13=;-250/3320,13-29=244/3323, 12-29=-244/3323,12-30=-348/46-34, 30.31=348/4634, 1 1-31=-34814 634, 11-32=298/3600, 32-33=-298/3600,10-33=-298/3600, 10-34=-298/3600,34-35=-298/3600,9.35=-29813600 WEBS 2-12=-112/1481, 3-12--342/108,5-11=74/967,5-9=-1581/125,7-9=-19212250 NOTES - 1) Unbalanced roof live loads have been considered for this design 2) Wind ASCE 7-10; VuB=140mph (3 -second gust) Vasd=108mph; TCDL=S.Opsf; BCDL=5.Opsf; h=15th B -59h; L=49ff, eave=oft, Cat If. Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left exposed: Lumber DOL=1 60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding 4) The solid section of the plate is required to be placed over the splice line at joint(s) 11. 5) Plate(s) at joint(s) 11 checked for a plus or minus 3 degree rotation about its center 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3.6-0 tall by 2-0.0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) o1 truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 8 except U=1b) 1=100. 9) "Semi-rigid pitchbreaks Including heels" Member end fixity model was used in the analysis and design of this truss. 10) "NAILED" indicates 3-10d (0 148"x3") or 312d (0 148"x3 25") toe -nails. For more details refer to MTek's ST -TOENAIL Detail 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 166 Ib down and 122 Ib up at 6-0-0 on top chord, and 86 Ib down at 6.0-0 on bottom chord. The design/selection of such connection device(s) Is the responsibility of others. 12) In the LOAD CASE(S) section, loads applied to the face o1 the truss are noted as front (F) or back (B) 1111181111114'%, P001N VFCo No 68182 O• •IZZ E OF : Z` O F1 I NAL E.• 111111111` Joaquin Velez PE No.68182 MITek USA, Inc. FL Cert 6634 6904 Palace East Blvd. Tampa FL 33610 Daae: January 5 2016 A WARNING - verify design parionreten and READ NOTES ON THIS AND INCLUDED NITEK REFERANCE PAGE WI -7473 rev. 10/0.1/2016 BEFORE USE. ressee Design void for use only with M109 connectors. This design is based only upon parameters shown, and is for an Individual building component, not o Inns system Before use. the bulking designer nwsl verify the applicability of design parameters and properly incorporate this design into the overall building design Bracing indicated is to prevent buckkg of individual truss web and/or chord members only Adchtionol lempororyand permonenl biocing MiTek' Is always required for stability and to prevent colopse wilh possible personal iryury and properly damoge. For general guidonce regarding the fabrication. storage. delivery. erection and bracing of trusses and Inns systems, see ANSUTPII Quality Criteria, DSII -89 and 8CS1 Wilding Component 6904 Parke East Blvd Solely Inlormallon available hornTruss Plote Institute. 218 N Lee Street, Suile 312. Alexandria. VA 22314 Tampa, FL 33610 Job Truss Truss Type Oty Ply a Inns system. Before use. the building designer musl verify the applicability of design parameters and property incorporate this design into the overall T7840024lJobReference(optionall 83553616 86 HALF HIP GIRDER 2 1 labricotion, storage, delivery, erection and brocing of trusses and truss systems. see ANSI/TMI Owilly Cdledo. DSO -89 and BCSI Building Component ProBUUo test, Lady Lake, FlOnds 7'5403 5ep 29 2015 Miss 111 USUles, Inc TUe Jen OS 09 08 43 2018 Page 2 ID. LOV,/YMOuvCKPeLJ9glFVdOZyxtPo-y75mekhz7h5VzIxSJSfDoEdX891fFU9fRIOVggzyTCA LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pill) Vert: 1-2=60.2-7=60, 8-14=20 Concentrated Loads (lb) Vert 2=109(8) 7=22(8) 8=9(B) 13=86(B) 19=-63(B) 20=-63(B) 21=63(B) 22=22(8) 24=22(B) 25=22(B) 26=22(B) 27=22(B) 28=22(B) 29=46(B) 30=46(B) 311=46(B) 32=9(B) 33=9(B) 34=9(B) 35=9(B) 36=9(B) 37=9(B) 4A WARNING - Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PACE MO.7473 rev. 1010317015 BEFORE USE. Design void for use only with MTel* connectors. This design is based only upon porometers shown, and is lot on indviduol bonding component, not a Inns system. Before use. the building designer musl verify the applicability of design parameters and property incorporate this design into the overall Wilding design. Bracing indicated is to prevent bucking of rndmduol truss web and/or chord members only Additional temporary and permanent bracing MiTek' is okays regured to, stability and to prevent colopse valh possible personal rryury and property damage For general guidance regarding the labricotion, storage, delivery, erection and brocing of trusses and truss systems. see ANSI/TMI Owilly Cdledo. DSO -89 and BCSI Building Component 6904 Parke East Blvd Safety Information available from Inns Plate Institute. 218 N. Lee Street. Suite 312. Alexandria. VA 22314. Tema. FL 33610 Job Truss Truss Type Oly Ply BRACING. TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-10.0 oc purlins, except BOT CHORD 2x4 SP No.2 77840825 83553818 88 HALF HIP 2 1 WEBS ProBudd East, Lady Lake. Florida 7.840 s Sep 29 2015 MTek Industries, Inc Tue Jan 05 09.00 44 2016 Page 1 ID LOWYMouvCKPGLJ9glFVdOZyxtPo-OKt9r4ibtl_DMa VetoASLR9kEZeq_7gpyA3CGzyTC9 i e.rie I 1].t1.e I 1B.fi.1d i ss.il.o ie-oe s•1 to 4.1 a1 ate 3 GO 12 axe = 30 = 5xe = 30 II Stele = 1:44.4 a 7 - 3x8 3x8 I I 3x8 MT20HS = 3x4 = 1.54 STP = 3x4 = axe = LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 100 Lumber DOL 1.25 BCLL 0.0 ' Rep Stress Ina YES BCDL 10.0 Code FBC2014/TPI2007 CSI. TC 0.65 BC 0.96 WB 0.58 Matrix -M) DEFL. in (loc) Well Lid Vert(LL) -020 7-9 >999 360 Vert(TL) -0.59 7-9 >508 240 HOrz(TL) Oil 6 n/a n/a Wind(LL) 0.15 7-9 >999 240 PLATES GRIP MT20 244/190 MT20HS 187/143 Weight: 109 Ib FT = 20% LUMBER- BRACING. TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-10.0 oc purlins, except BOT CHORD 2x4 SP No.2 building design Bracing indicated is to prevent bucking of individual truss web and/or chord members only. Additional temporary and permanent bracing end verticals WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEDGE WEBS 1 Row at midpt 4-6 Left: 2x4 SP No.3 SoNly Inlamollon available from Truss Plate Institute. 218 N. Lee Street. Sate 312. Alexandria, VA 22314. MITek recommends that Stabilizers and required cross bracing Tempo, FL 33610 be installed during truss erection, in accordance with Stabilizer Installation auide. REACTIONS. (Ib/size) 6=952/0-3.8, 1=1036/0.8.0 Max Harz 1=56(LC 10) Max Up1i116=-95(LC 10). 1=-98(LC 10) FORCES. (lb) - Max Comp /Max. Ten. - All forces 250 (lb) or less except when shown TOP CHORD 1.15=-2461/897, 2-15=-2411/905, 2.16=-2358/908, 3-16=2358/908,3-117=-2573/840, 4-17=-2573/840 BOT CHORD 1-9=909/2338.8-9=1020/2791, 7-8=1020/2791, 6.7=-778/2139 WEBS 2-9=0/354,3-9=621/1126, 3-7=-2861236,4-7=-821614,4-6-2172/803 NOTES - 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; VuR=140mph (3 -second gust) Vasd=108mph; TCDL=S.Opsf; BCDL=S.Opsf; h=15ft, B=59h, L=49111; eave=4h; Cat. ll; Exp B; Encl., GCpi=O 18; MWFRS (directional) and C -C Comer(3) 0.0-0 to 4-10.6. Exterior(2) 4-10.6 to 19-11-14, Comer(3) 19-11-14 to 24-10-4 zone; cantilever left exposed ;C -C for members and forces 6 MWFRS for reactions shown; Lumber DOL=1.60 plate gnp DOL=1.60 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 psi bottom chord live load nonconcurrent with any other live loads 6) ' This truss has been designed for a live load of 20 Opsf on the bottom chord in all areas where a rectangle 3.6.0 tall by 2-0.0 wide will fit between the bottom chord and any other members 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 6, 1. 8) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 1111111111j1PpiUIN i i i No 68182 0: E OF :44 SOC00 11j/111111111, Joaquin Velez PE No.68182 MITek USA, ITIC. FL CBA 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 5,2016 0 WARNING .Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE WI -7473 rev. 10/03,7018 BEFORE USE. Design void for use only with 1,4709 conneclon. This design abased only upon parameters shown. and is for an individual building component, not WN, 0 truss system Before use, the building designer must verity the applicability of design parameters and property incorporate this design into the overall building design Bracing indicated is to prevent bucking of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is ok-mys required for stability and to prevent collapse vnth possible personal injury and property damage For general guidance regarding the fabrication, storage. delivery. erection and bracing of trusses and truss systems, see ANSI/TNI (hialily, Crlterlo. DSB.89 and BCSI Building Component 6904 Parke East BIW. SoNly Inlamollon available from Truss Plate Institute. 218 N. Lee Street. Sate 312. Alexandria, VA 22314. Tempo, FL 33610 Job Truss Truss Type City Ply BRACING - o truss system. Belore use. the building designer must verily the appicabeih of design parameter and property incorporate this design into the overall TOP CHORD 2x4 SP No.2 TOP CHORD T7640826lJob I63553616B10HALFHIP21 Reference (optional) mauso test. Laity Lax&, rsinas 7.610 s Sep 29 2015 Mr7ek Industries, Inc Tus Jan 05 09 05 36 2016 Page 1 ID LOWYMouvCKPeLJ9qIFVdOZyxtPo-cAltbldd8TCs32UWX325Avty8dMaBOwH01k?czyTCF 174).1 I )c_nn I7.7.11 2 a•2 7.0.12 7.1 t 300 12 402 = 20 II Style = 144 4 5x8 = Nd N b 1 5x8 STP = 3x6 II 1 16 5 3x6 = axe II 3x4 = 3x8 = 4x12 = LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 10.0 Lumber DOL 1.25 BCLL 00 ' Rep Stress Incr YES BCDL 10.0 Code FBC2014/TP12007 CSI. TC 089 BC 0.77 WB 0.98 Matnx-M) DEFL. to (loc) I/den Lid Vert(LL) -0.17 7-9 >999 360 Vert(TL) -041 7-9 >725 240 Horz(TL) 007 6 n/a n/a Wind(LL) 0.13 7-9 >999 240 PLATES GRIP MT20 244/190 Weight: 114 Ib FT = 20% LUMBER- BRACING - o truss system. Belore use. the building designer must verily the appicabeih of design parameter and property incorporate this design into the overall TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No 2 MiTek• BOT CHORD Rigid ceiling directly applied or 5-10-6 oc bracing WEBS 2x4 SP No.3 labricatfon. storage. delivery. erection and bracing of trusses and Inns systems. see ANSIfFPI1 Quality Criteria. DS6.69 and 6CS16unding Componenl MiTek recommends that Stabilizers and required cross bracingWEDGE Tamps, FL 33610 be installed during truss erection, to accordance with StabilizerLen: 20 SP No.3 Installation guide - REACTIONS. (Ib/size) 6=952/0.3.8.1=1036/0.8-0 Max Horz 1=70(LC 10) Max Uphtt6=-97(LC 10), 1=-97(LC 10) FORCES. (lb) - Max. Comp./Max. Ten - All forces 250 (Ib) or less except when shown TOP CHORD 1-15=-2433/954, 2-15=-2385/960.2-3-2210/814, 3.16=-2117!757, 4-16=2117/757, 4-5-2117/757, 5.6-876/362 BOT CHORD 1.9-992/2314, 8-9=803/2147, 7-8=803/2147 WEBS 3.9-721343, 4-7=-506/307, 5-7-770/2144 NOTES - 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=140mph (3 -second gust) Vasd=108mph; TCDL=5.Opsf; BCDL=5.Ops1, h=15n; B=59n; L=49111; eave=4R, Cat II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C -C Comer(3) 0.0.0 to 4-10.6, Exterior(2) 4-10-6 to 19-11-14. Comer(3) 19.11-14 to 24-10.4 zone: cantilever len exposed ;C -C for members and forces 9 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1 60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed fora 10.0 psi bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.0psf on the bottom chord to all areas where a rectangle 3.6-0 tall by 2-D-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 6, 1 7) "Semi-rigid pitchbreaks including heels" Member end fixity model was used In the analysis and design of this truss. 1111111//j 01t4° N F4F iGENS.,1 . i No 68182 = cc E OF . 4 i ONAI. % X1#111111111110% Joaquin Velez PE No.68182 MiTek USA, Inc. R Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date, January 5,2016 Q WARNING - VerW design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M/1.7173 rev. 10/03/2016 BEFORE USE. Design void for use only with IW700 connector This design is based only upon parameters shown, and is for on rndrriduol building component, not o truss system. Belore use. the building designer must verily the appicabeih of design parameter and property incorporate this design into the overall building design. bracing indicated is to prevent bucking of rncimduol truss web and/or chord member only. Additional temporary and permanent bracing MiTek• is always required for stobddty, and to prevent collapse wish possible personal injury and properly damage For general guidance regarding the labricatfon. storage. delivery. erection and bracing of trusses and Inns systems. see ANSIfFPI1 Quality Criteria. DS6.69 and 6CS16unding Componenl 6901 Parke East Blvd Safety Informallon available from Inns Plate Institute, 218 H Lee Street. Suite 312. Alexandria, VA 22311. Tamps, FL 33610 Job Truss Truss Type pry Py PLATES GRIP MT20 244/190 Weight. 118 Ib FT - 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD 77840027lJob03553818812HALFHIP21 Reference (optional) ProBudd East, Qtly Lake, Florida 7 640 s Sep 29 2015 KbTek Industries, Inc Tue Jen 05 09.06.38 2016 Page 1 ID: LOVWMouvCKPeLJ9glFVdOZyxtPotJUlbl drl8TCS32UWX325AvkT8fraHSwH01k?czyTCF ea.l: I 12:0 I 10.10.7 I is6o I6.3.12 3.8.4 6.10.7 4x12 = Salle - 144 4 3x8 = 31X) r 3 17 4 5 34 = 3x9 II ry a 2.4 II 4x9 = 3x6 402 = ill a 1.54 STP = 3x6 11 I LOADING (psf) SPACING. 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 10.0 Lumber DOL 1.25 BCLL 00 ' Rep Stress Ina YES SCOL 10.0 Code FBC2014/TPI2007 CSI. TC 0.54 SC 0.67 WS 0.63 Matnx-M) DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) In (loc) Well Ud 0.13 9-10 >999 360 0.33 7.9 >902 240 0.08 6 n/a n/a 0.10 9 >999 240 PLATES GRIP MT20 244/190 Weight. 118 Ib FT - 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-5.1 oc purlins, except BOT CHORD 2x4 SP No.2 WOW end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 5-9.13 oc bracing. WEDGE 8904 Parke East BIW. MITek recommends that Stabilizers and required cross bracingLeft, 2x4 SP No.3 Tempa, FL 33610 be installed during truss erection, in accordance with Stabilizer Installallon REACTIONS. (Ib/size) 6=952/0.3-8, 1=1036/0-8-0 Max Horz 1=84(LC 10) Max Uplift6=-98(LC 10), 1=-96(LC 10) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 1-16=-2421/923, 2-16=-2370/931, 2-3=-19641723.3-17=-1505/545, 4.17=1505/545, 4-5=1505/545, 5-6=898/359 BOT CHORD 1-10=-984/2300,9-10=-984/2300.8-9--720/1896,7-8=-720/1896 WEBS 2-9=481/307, 3.9=92/389, 3-7=427/191, 4-7=-445/269,5-7=-601/1655 NOTES - 1) Unbalanced roof live loads have been considered for this design 2) Wind: ASCE 7-10; Vuh=140mph (3 -second gust) Vasd=108mph: TCDL=S.Opsf; BCDL=5 Opsf; h=1511; B=59ft; L=49111; eave=oft; Cat. Il; Exp B; Encl , GCpi=0.18; MWFRS (directional) and C -C Comer(3) 0.0-0 to 4-10.6, Exterior(2) 4-10-6 to 19-11-14. Comer(3) 19-11-14 to 24-10.4 zone, cantilever left exposed ;C -C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate gnp DOL=1.60 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) ' This truss has been designed for a live load of 20.0psf on the bottom chord In all areas where a rectangle 3-6.0 tall by 2-0.0 wide will fit between the bottom chord and any other members 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 6, 1. 7) "Semi-rigid prichbreaks including heels" Member end fixity model was used In the analysis and design of this truss. 11111/1//jPQUIN SO . • C E N S F No 68182 tz: E OF •:1/` j11111111T` Joaquin Velez PE No.68182 MITek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 5,2016 A WARNING - Verify dedgn parameters and READ NOTES ON THIS AND INCLUDED NREK REFERANCE PAGE 11110-7473 rev. 10/0711015 BEFORE USE. Design void for use only with Waist!) connectors. This design's based only upon parameters shown and is la an individual building component, not a trim system Before use, the bung designer must verity the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicoted is to prevent bucking of individuol truss web and/or chord members only. Additional temporary and permanent brocing WOW is okvoys required fix stability and to prevent collapse vnth possible personal irWry and property damage. For general guidance regording the fabrication storage. delivery. erection and bracing of Trusses and tens systems. see ANSI/TPII OuaetyCMeda. DSB-89 and BC51 Building Component 8904 Parke East BIW. Safety Information ovmloble from Truss Plate Institute. 218 N. Lee Street. Suite 312. Alexandria. VA 22314 Tempa, FL 33610 Job Truss Truss Type Oty Ply MF LOADING (psf) SPACING. 2-0.0 CSI. DEFL. in (loc) Vdeft Ud PLATES GRIP 77840528 I83553815914HALFHIP21lJobReference (ophonal) Pmuudd East. Lady Lake, Flonda 7 540 is Sep 29 2015 N%Tek Industries, Inc. Tue Jan 05 09 06 39 2018 Pape 1 ID LOWYMouvCKPeLJ9glFVdOZyxtPo-4MsGoNeT3Sb3UDdh4FaHeOSwmY 5JkG4WgSIX3zyTCE e -Ltd 1 uoa I Ie.S.rt 1 25.6.0 Iet -to 5 -toe 5.5.11 5.8.5 Scale = 1:44.4 4x12 :- 33 00 5-2 2x4 11 3x5 = 3x6 = 3x8 11 20 II 3x8 MT20HS = 3x4 = 5x8 = 34 II 15x8 STP = t.o-oo4- 89 -to stos ss 11 sas o4. Plate Offsets (X.Y)– 11:0-3.0.0-0-01. H 0-0.4.1-7-131 MF LOADING (psf) SPACING. 2-0.0 CSI. DEFL. in (loc) Vdeft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 050 MiTek• Verl(LL) -0.14 8-10 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.74 6904 Parke Fast Blvd Vert(TL) -0.36 8.10 >822 240 MT20HS 187/143 BCLL 00 ' Rep Stress Ina YES WB 059 Horz(TL) 0.08 6 n1a n/a BCDL 10.0 Code FBC2014lrP12007 Matnx-M) Wind(LL) 0.11 8-10 >999 240 Weight: 121 Ib FT = 20% LUMBER- BRACING - TOP CHORD 20 SP No 2 TOP CHORD Structural wood sheathing directly applied or 3-4-10 oc purlins, except BOT CHORD 20 SP No 2 end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 5-9-3 oc bracing WEDGE MiTek recommends that Stabilizers and required cross bracing Left: 2x4 SP No.3 be installed during truss erection, in accordance with StabilizerIInstallation REACTIONS. (Ib/size) 6=952/0.3.8, 1=1036/0.8-0 guide, Max Horz 1=97(LC 10) Max UPIift6=-100(LC 10). 1=-94(LC 10) FORCES. (lb) - Max Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-16=-2462/935,2-16=-2415/944. 2-3=4709/615,21-117=4 177/436, 4-17=1177/436, 4-5=1177/436, 5.6=900/364 BOT CHORD 1-10=-1024/2343, 9-10=-1024/2343, 8-9=1024/2343. 7-8=-626/1630 WEBS 2-8=770/425, 3-8=-84/422, 3-7=541/226, 4-7=-374/220, 5-7=-514/1382 NOTES - 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10, VuB=140mph (3 -second gust) Vasd=108mph; TCDL=S.Opsf; BCDL=S.Opsf; h=15ft; 13=5911; L=49ft; eave=oft; Cat. 11; Exp B; Encl., GCpi=0.18, MWFRS (directional) and C -C Comer(3) 0-0-0 to 4-10-6, Exterior(2) 4-10.6 to 19.11-14, Comer(3) 19-11-14 to 24-10.4 zone; cantilever left exposed ;C -C for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.60 plate gnp DOL=1 60 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) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3.6-0 tall by 2-0.0 wide will r4 between the bottom chord and any other members. 7) Provide mechanical connection (by others) o1 truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1 except (O=1b) 6=100. 8) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. Joaquin Velez PE No.68182 MITek USA, Inc. FL Cell 6634 6904 Parke East Blvd. Tampa FL 33610 Date, January 5,2016 AWARNING - V.W design paninnotan and READ NOTES ON THIS AND INCLUDED WTEN REFERANCE PAGE 111I167473 rev. 10/03,701S BEFORE USE. void for use only with Mier Connectors, lttis design b based only upon parameters shown, and is for on irtidvidual bui ng Component, not MFotrusssystemBeforeuse. the buikfing designer must verity the appicobfiN of design parameters and property incorporate this design into the overall building design Bracing indicated is to prevent bucking of individual truss web and/or chord members only Addlionol temporary and permanent brocrng MiTek• is ahvoys required for stability and to Prevent collapse with possible personal iniury and property damage. For general guidance regarding the fobricatton, storage. delivery. erection and bracing of trusses and Inns systema. see ANSI/TIII Quality Crilerb, DSI -89 and KSI guiding Component 6904 Parke Fast Blvd Safely Information available from truss Plate Institute. 218 N. Lee Street, Suite 312, Alexandria, VA 22314 Tampa, FL 33510 Job Truss Truss Type Oty Ply BRACING - TOP CHORD 2x4 SP No 2 'Except' TOP CHORD Structural wood sheathing directly applied or 3-1-9 oc purlins, except 2-3, 20 SP No.1 77840829lJob I83553816816HALFHIP2t Reference (optionall ProBudd East, Lady Lake, Florida 7 640 s Sep 29 2015 MiTek Industries, Inc Tue Jan 05 09 06 39 2016 Page 1 ID LOWYMouvCKPeLJ9glFVdOZyxtPo-4MsGoNeT3Sb3UDdh4FaHeOSsHYwbJnN4WgSIX3zyTCE I "-II I te.ad I ta•7•t + 2cM I8.0.11 7.11.5 Y7.1 5.4.15 3. Go F2 44 = 3x4 = 4 20 II Scale = 1:44.4 3x6 = 3x8 II 3x8 MT20HS = 3x8 = 1 5x6 STP = 2x4 II exe = LOADING (psf) SPACING- 2-0-0 TCLL 200 Plate Grip DOL 1.25 TCDL 10.0 Lumber DOL 1 25 BCLL 00 ' Rep Stress Ina YES BCDL 10.0 Code FBC2014/TP12007 CSI. TC 073 BC 0.96 WB 040 Matrix -M) DEFL. in (loc) Vdefl Lid Vert(LL) -0.16 6.7 >999 360 Vert(TL) -044 7-9 >674 240 Horz(TL) 0.09 6 n/a n/a Wind(LL) 0.12 7.9 >999 240 PLATES GRIP MT20 244/190 MT20HS 187/143 Weight* 120 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No 2 'Except' TOP CHORD Structural wood sheathing directly applied or 3-1-9 oc purlins, except 2-3, 20 SP No.1 bunkdusg design Bracing indicated is to prevent bucking of individuol truss web and/or chord members only Additional temporary and permanent bracing end verticals. BOT CHORD 20 SP No 2 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing WEBS 2x4 SP No.3 WEBS 1 Row at midpt 2-7,4-6 WEDGE Sa" Information available from Truss Plate Institute, 218 N. Lee Street. Suite 312. Alexandria. VA 22314 MITek recommends that Stabilizers and required cross bracingLeft2x4SPNo3 be installed during truss erection, in accordance with Stabilizer Installation uide REACTIONS. (Ib/size) 6=952/0.3-8, 1=1036/0-8-0 Max Horz 1=111(LC 10) Max Upldt6=-102(LC 10), 1=-91(LC 10) FORCES. (lb) - Max. Comp /Max. Ten - All forces 250 (lb) or less except when shown TOP CHORD 1-15=-2497/942,2-15=-2417/951. 2-3=-1468/496, 3-4=-1366/513 BOT CHORD 1-9=1057/2380.8-9=-1064/2370,7-8=-1064/2370, 6-7=-395/976 WEBS 2-7-1040/568.4-7=182/604,4-6=-1198/496 NOTES. 1) Unbalanced roof live loads have been considered for this design. 2) Wind ASCE 7-10; Vult=140mph (3 -second gust) Vasd=108mph; TCDL=S.Opsf; BCDL=5.Opsf, h=15R; B=59ft. L=49ft; eave=oft; Cat. 11; Exp B; Encl., GCpl=O 18, MWFRS (directional) and C -C Comer(3) 0-0-0 to 4-10-6. Exterior(2) 4-1D-6 to 19.11-14, Comer(3) 19-11-14 to 24-10-4 zone, cantilever left exposed ;C -C for members and forces d MWFRS for reactions shown; Lumber DOL=1 60 plate grip DOL=1.60 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 nonconcurrenl with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3.6-0 tall by 2-0.0 wide will fit between the bottom chord and any other members 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 1 except Qt=1b) 6=102. 8) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 11111/1//I0POUIN O . • G E N No 68182 E OF OR% OP,G D N A%- E %%%. 1111111111` Joaquin Velez PE No.68182 MITek USA, Inc. FL CeA 6634 6904 Parke East Blvd. Tampa FL 33610 Date. January 5,2016 A WARNING - VwW design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 111167473 rev. 10/03/2015 BEFORE USE. Design void for use only with MsTek® connectors This design is based only upon parameters shown. and is for on individual building component, not o truss system Before use. the bviking designer must verity the applicability of design parameters and property incorporate this design into the overall bunkdusg design Bracing indicated is to prevent bucking of individuol truss web and/or chord members only Additional temporary and permanent bracing WOWisalwaysrequiredforstabilityandtopreventcollapsewithpossiblepersonalinjuryandpropertydamage. For general guidance regarding the lobncolion, storage. defrvery, erection and bracing of trusses and Inns systems. see ANSI/T It OuaMy Cdledo. DSB-89 and SCSI Building Component 6904 Parke East Blvd Sa" Information available from Truss Plate Institute, 218 N. Lee Street. Suite 312. Alexandria. VA 22314 Tampa, FL 33610 Job Truss Truss Type Ory Ply TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3.4.11 oc purlins, except BOT CHORD 2x4 SP No.2 77840530lJob I83553615BteHALFHIP21 Reference footional) rUuno test, Lady Lake, 1`101103 7 640 It Sep 29 2015 Mr7ek Industries, Inc. Tue Jan 05 09'06 40 2016 Page 1 ID:LOWYMouvCKPeLJ9glFVdOZyxtPo.YYOe•)f5gmIw6NCteySWAb71 sxK?2AgDkKCr3VzyTCD 7.5.15 I u•9.4 I 10.0-0 I icon Ir 7.8.10 5.0.9 5.2.11 7.0-0 300 F2 4x6 = 3x6 = 3x9 = 3x8 II 3x4 = 3x8 = 5x8 = Scale = 1:44.4 1 5x8 STP = 3x9 II LOADING (psf) SPACING. 2-0.0 CSI. TCLL 200 Plate Grip DOL 1.25 TC 0.74 TCDL 10.0 Lumber DOL 1.25 BC 0.76 BCLL 00 ' Rep Stress Ino YES WB 0 65 BCDL 10.0 Code FBC2014rrP12007 (Matrix -M) DEFL. In (lac) Vdefl L/d Vert(LL) -0.13 7-9 >999 360 Vert(TL) -038 7-9 >784 240 Horz(TL) 0.07 6 n/a Na Wind(LL) 0.11 9 >999 240 PLATES GRIP MT20 244/190 Weight. 121 Ib FT = 200/6 LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3.4.11 oc purlins, except BOT CHORD 2x4 SP No.2 end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 5.7-6 oc bracing. WEDGE MTek recommends that Stabilizers and required cross bracingLeft: 20 SP No.3 5904 Parke East Blvd be installed during truss erection, in accordance with Stabilizer REACTIONS. (Ib/size) 6=952/0-3-8, 1=1036/0.8-0 Tampa, FL 33610 Max Horz 1=125(LC 10) Max Upllft6=-105(LC 10), 1=-89(LC 10) FORCES. (lb) - Max. Comp./Max Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-15=-2460/952, 2-15=-24141959.2-3=-2171f788, 3-4=-1128/395,4-5=-10531405, 5-6=895/386 BOT CHORD 1-9=1090/2342, 8-9=-769/1778, 7-8=-769/1778 WEBS 2-9=340/297, 3.9=-134/507, 3-7=-841/419,5-7=-475/1235 NOTES - 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10, Vult=140mph (3 -second gust) Vasd=108mph; TCDL=5.Opsf; BCDL=S.Opsf; h=15ft, B=59ft, L=49 1, eave=oft; Cat. 11, Exp B; Encl., GCpi=0.18, MWFRS (directional) and C -C Comer(3) 0-0-0 to 4-10-6, Exterior(2) 4-10.6 to 19.11-14, Comer(3) 19-11-14 to 24-10-4 zone; cantilever left exposed ;C -C for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide vnll fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001b uplift at joint(s) 1 except Ot=1b) 6=105. 7) "Semi-rigid pitchbreaks Including heels' Member end fixity model was used in the analysis and design of this truss. 111111111111111 P& IN O • G E Ni*-. V\ No 68182 ccZ 0. E OF :' Y'6 Aij %0% 0 111111111 Jllaq -In Velez PE X0.68182 MITek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 5,2016 AWARNING - Verily design Parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 11111.7477 rev. 1010.112016 BEFORE USE. Design void for use only W lh Milel* connectors. This design is based only upon porometers shown, and Is for on individual building component. not o truss system before use. the building designer must verily the applicability of design parameters and property incorporate this design into the overall builkling design Bracing indicated is to prevent bucking of individual tnra web and/or chord members only Additional lempaary end permonenl bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and properly domoge. For general gurdonce regarding the fabrication, storage, delivery, eieclion and bracing of In sses and trim systems. see ANSI/111`111 Quality Criteria, DSI -89 and SCSI Building Component 5904 Parke East Blvd Solely Inlormallon available from Truss Plate Institute. 218 N. Lee Street. Suite 312. Alexandria. VA 22314. Tampa, FL 33610 Job Truss Truss Type Oty Ply BRACING - TOP CHORD 20 SP No 2 TOP CHORD Structural wood sheathing directly applied or 3-5.10 oc purlins, except BOT CHORD 2x4 SP No 2 77540631lJob63553616820HALFHIP21 Reference (optional) ProBudd East, Lady Lake, Florida 7 640 s Sep 29 2015 MiTek Industries. Inc. Tue Jan 05 09.06 412016 Page 1 ID:LOWYMouvCKPeLJ9glFVdQZyxtPo-01 OD2gIb3rnjXn3CgcltpXG6LdPnhdNz xPbxzyTCC 7.t t.e t 7.0.4 m -o-0 is -o -o r 7.11$ I 5.8.14 I 6.2.12 I 50-0 I 3 GG Fi2 4x6 = 3x4 = Scale = 1144 5 34 II r a 3x6 = SxB = 5x8 = 1 5x8 STP = 34 II e LOADING (psf) SPACING- 2-0-0 CSI. TCLL 200 Plate Grip DOL 1 25 TC 045 TCDL 10.0 Lumber DOL 1.25 BC 0.94 BCLL 0.0 ' Rep Stress Incr YES WB 0 41 BCDL 10.0 Code FBC2014/TPI2007 (Matrix -M) DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in (loc) Well Ud 0.15 8-13 >999 360 0.43 8-13 >691 240 008 6 n/a n/a 0.10 8 >999 240 PLATES GRIP MT20 244/190 Weight. 124 Ib FT = 20% LUMBER- BRACING - TOP CHORD 20 SP No 2 TOP CHORD Structural wood sheathing directly applied or 3-5.10 oc purlins, except BOT CHORD 2x4 SP No 2 building design. Bracing indicated is to prevent bucking at individual truss web and/or chord members only. Additional temporory and permanent bracing end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing WEDGE WEBS 1 Row at midpt 3-7 Left: 2x4 SP No 3 6904 Parke East Blvd. MITek recommends that Stabilizers and required cross bracing Tampa, FL 33610 be installed during truss erection, in accordance with Stabilizer Installation fluide. REACTIONS. (Ib/size) 6=952/0.3-8, 1=1036/0-8-0 Max Horz 1=139(LC 10) Max Uphft6=-108(LC 10), 1=-86(LC 10) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown TOP CHORD 1.14=-2446/944, 2-14=-2401/952, 2-3=-2038/700, 3-4=-824/274, 4.5=747/290, 5-6=924/383 BOT CHORD 1-8=1106/2329, 7-8=-733/1672 WEBS 2-8=445/362, 3-8=-99/557, 3-7=1049/500, 5.7=417/1080 NOTES - 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10, Vua=140mph (3 -second gust) Vasd=108mph; TCDL=5.0psf, BCDL=5.Opsf; h=15h; 8=591ft; L=49f1, eave=4ft, Cat 11 Exp B; Encl., GCpi=O 18, MWFRS (directional) and C -C Comer(3) 0-0-0 to 4-10.6, Extenor(2) 4-10-6 to 20-0-0, Corner(3) 20-0.0 to 24-10-4 zone, cantilever left exposed ,C -C for members and forces 8 MWFRS for reactions shown; Lumber DOL=1 60 plate grip DOL=1.60 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) ' This truss has been designed for a live load of 20 Opsf on the bottom chord in all areas where a rectangle 3.6.0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 1 except (/1=1b) 6=108. 7) "Semi-rigid puchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 1111111111/// I UIN iF,iJ# i No 68182 irZ E OF :O' J N AL E•%%• ljnnll 1`1 Joaquin Velez PE No.68182 MITek,USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 5,2016 Q WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEN REFERANCE PAGE 111II.7473 rev. 10/07,2015 BEFORE USE. Design void for use only with M7ekt9 connectors. This design is based only upon parameters shown. and rs for on individual building component. not a tens system Before use, the building designer must verity the appicobity, of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent bucking at individual truss web and/or chord members only. Additional temporory and permanent bracing MiTekisalwaysrequiredfixstabilityandtopreventcoiopsewithpossiblepersonalinturyandproperlydamageForgeneralguidanceregardingthe fabrication, storage. delivery. erection and bracing of trusses and truss systems. see ANSU/T%1 Quality Cdledo. DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N Lee Street, Suite 312• Alexandria, VA 22314 Tampa, FL 33610 Job Truss Truss Type Oby Py LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdeft L/d PLATES GRIP 771140832lJob I83553616822HALFHIP2t Reference fophonall ProBudd East, Lady Lake, Florida 7 610 a Sep 29 20151ATek Industries, Inc Tue Jan 05 09 06 412016 Page 1 ID LOVWMouvCKPeLJ9glFVdOZyxtPo-01 OD2gjb3rnjXn3CgGjpXDuLhPnciNz_xPbxzyTCC a.e.l+4.7.18 Z?A-0 2 e•e-1 I 5.11,& I 7dd I I5A- 0 I 4x6 = 30 = 3.00 12 Scale = 144 5 axe 11 v a r a 34 = 20 I I 5x8 = 4x12 = 1 5x8 STP = 3.6 II l000a 74.1 511.9 74.8 3.00 04 Plate Offsets (X.Y)- 11.0 0 4.1-7-131.11:0-3-0.0-0-01.12.0-3-0.0-3.01.18.0.3-0.0-3-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdeft L/d PLATES GRIP TCLL 200 Plate Grip DOL 1.25 TC 0.66 Vert(LL) -013 8.9 >999 360 MT20 244/190 TCDL 100 Lumber DOL 125 BC 0.68 Vert(TL) -0.32 8.9 >939 240 BCLL 0.0 ' Rep Stress Ina YES WB 0.73 Horz(TL) 0.08 6 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix -M) Wind(LL) 025 7-8 >999 240 Weight: 131 Ib FT = 200A LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-42 oc purlins, except BOT CHORD 2x4 SP No.2 end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 3.6.14 oc bracing WEDGE WEBS 1 Row at midpt 3-7 Left. 2x4 SP No.3 MTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide, REACTIONS. (Ib/size) 6=952/0-3.8, 1=1036/0.8-0 Max Horz 1=153(LC 10) Max Uplift6=349(1-C 10), 1=-342(LC 10) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 1-15=2412/2255, 2-15=2360/2265, 2-3=1693/1568, 3-4=522/431, 45=444/449, 5.6=952/942 BOT CHORD 1-16=-2395/2289, 9.16=-2395/2289, 8-9=2384/2284, 7-8=1622/1590 WEBS 2-8=728/795,3-8=-570/483, 3-7=1127211305,5-7=4024/11009 NOTES - 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vuk=140mph (3 -second gust) Vasd=108mph; TCDL=S.Ops1; BCDL=S.Ops1; h=15ft; 8=59ft; L=49h; eave=oft; Cat. 11; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C -C Comer(3) 0.0.0 to 4-10-6, Exterior(2) 4-10-6 to 22-0-0. Corner(3) 22-0.0 to 24-10-4 zone; porch left exposed,C-C for members and forces 8 MWFRS for reactions shown: Lumber DOL=1.60 plate grip DOL=1 60 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) ' This truss has been designed for a live load of 20 Opsf on the bottom chord in all areas where a rectangle 3.6.0 tall by 2.40 wide will fn between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except Qt=lb) 6=349, 1=342. 7) "Semi-rigid pnchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 1111111/1jPQUINVF I0 GSFFEN i No 68182 cc O: E OF :W OR 1 O P` J•` p N ALE •`. 1111111111111, Joaquin Velez PE No.68/82 MITek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 5,2016 WARNING - Verly deelgn parernetara and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE MU -7475 rev. 1010SI2015 BEFORE USE. Design vaid for use only wilh MTekS connectors This design is based only upon parameters shown, and is for on individual building component. not a tons system. Before use. the building designer must verity the oppicobiiM of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent bucking of Individual truss web and/or chord members only Additional temporary and permanent bracing WOW is always required for slobiily and to prevent collapse with possible personal injury and property damage. For general guidance regarding the 690/ Parke East Blvd. fabdcalron, storage, delivery. erection and bracing of trusses and truss systems. see ANSI/TMI Gooli y Cdfedo. OSB -89 and 11CSI Bunding Component SafetyInformation avoibble hom inns Plate Imtrtule. 218 N Lee Street, Suite 312. Alexandria, VA 22314. Tampa. FL 33010 Job Truss Truss Type Oy Ply BRACING. TOP CHORD 20 SP No.2 TOP CHORD Structural wood sheathing directly applied or 34-14 oc purlins, except BOT CHORD 2x4 SP No.2 T7840533lJob I83553616B24HALFHIP21 Reference topfionah ProBuild East, Lady Lake, Florida 7 940 s Sep 29 2015 MiTek Industnes, Inc Tue Jen 05 09 05 42 2018 Page 1 ID LOWYMouvCKPeW9glFVdOZyxtPo-UxY000gLMNzeLhMGIN7 FO4NplzDW6mWCehyBNzyTCB I a.,oa4 I ,e.n 4 I 24 Oe Izs•oo e•10.14 8.0.7 7•att ,A-0 Mr 4x9 = Scale = 146 4 4.5 II 4 5 3411 ' V - e / O 3x8 = 2x4 11 3x8 MT20HS = 3x4 = 1 5x8 STP = 5x9 11 3x4 = 2".0 LOADING (psf) SPACING- 2-0-0 TCLL 200 Plate Grip DOL 1 25 TCDL 10.0 Lumber DOL 1.25 BCLL 0.0 ' Rep Suess Ina YES BCDL 10.0 Code FBC2014/TPI2007 CSI. TC 071 BC 0.90 WB 0 55 Matra -M) DEFL. to (loc) Vdefl Lid Vert(LL) -0.17 7-8 >999 360 Vert(TL) -049 7-8 >603 240 Horz(TL) 009 6 n/a n/a Wind(LL) 0.16 7-8 >999 240 PLATES GRIP MT20 244/190 MT20HS 187/143 Weight: 128 Ib FT = 20% LUMBER- BRACING. TOP CHORD 20 SP No.2 TOP CHORD Structural wood sheathing directly applied or 34-14 oc purlins, except BOT CHORD 2x4 SP No.2 end verticals. WEBS 20 SP No 3 'Except' BOT CHORD Rigid ceiling directly applied or 5-6.11 oc bracing 5.6. 2x4 SP No.2 WEBS 1 Row at midpt 2-8,3-7 WEDGE MiTek recommends that Stabilizers and required cross bracingLeft2x4SPNo.3 be installed during truss erection, in accordance with Stabilizer Installation guide, REACTIONS. (Ib/size) 6=952/0.3-8, 1=1036/0.8.0 Max Horz 1=167(LC 10) Max Uplift 6=-114(LC 10), 1=-80(LC 10) FORCES. (lb) - Max Comp /Max Ten - All forces 250 (lb) or less except when shown. TOP CHORD 1-16=-2430/847, 2-16=2380/857, 2-3=1397/435, 5-6=283/69 BOT CHORD 1-10=-1058/2309, 9-10=1061/2303, 8-9=1106112303,7-8=-550/11304 WEBS 2-10=0/275,2-8=-1041/532,3-8=-90/591, 3-7=-1436/606 NOTES - 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7.10; Vuk=140mph (3 -second gust) Vasd=108mph: TCDL=5 Opsf; BCDL=5 Opsf, h=15ft, B=59R; L=49n; eave=411; Cat. 11; Exp B; Encl. GCp1=0 18, MWFRS (directional) and C -C Comer(3) 0-0-0 to 4-10-6, Exterior(2) 4-10.6 to 24.0-0, Comer(3) 24-0.0 to 24-10.4 zone; cantilever left exposed ,C -C for members and forces 8 MWFRS for reactions shown; Lumber DOL -1.60 plate gnp DOL=1.60 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) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3.6.0 tall by 2-0-0 wide will fn between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1 except (jt=1b) 6=114. 8) "Semi-rigid pitchbreaks Including heels" Member end fixity model was used In the analysis and design of this truss. 0IIIIIIII/II41,I 0 No 68182 cc i E OFdo 441111111111111, Joaquin Velez PE No.68182 MRek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 5,2016 A WARNING - Verify design psrarnerera and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE NO -7473 My. 10/03/2016 BEFORE USE. Design void for use only with MiTek® connectors. The design is based only upon parameters shown, and is fa on rndividuol !willing component, not o tens system. Before use. the building designer must verily the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent bucking of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek is otwoys required fa stability and to prevent colopse with possible personal rryury and property damage. For general guidance regarding the fabrication. storage. delivery. erection and bracing of trusses and tons systems. see ANSI/111`111 Quality Criteria, DSB-89 and BCSI Building Componerd 6901 Parke Fast Blvd Soley mnInloralioavailable Irom Truss Plate lnshtule. 218 N. Lee Street, Suite 312. Alexandria, VA 22314 Tempa, FL 33610 Job Truss Truss Type Oty Py a Inns system, before use. the building designer must verity the applicability of design parameters and property incorporate this design into the overall LOADING (pst) SPACING- 2.0.0 CSI. DEFL. In (loc) Udell Ud 810831ljob I83553818C2JACK -OPEN 1 1 Reference footionall Protludd East, Laity Lake, Fbnda 7 610 s Sep 29 2015 akTok Inauetlles, Inc Tue Jan 05 08.06.44 2016 Page 1 ID LOVWMouvCKPeLJ9gIFVdOZyxtPo-OKf9r4ibtl_DMa_VetoASLR911ZrM_8npyA3CGzyTC9 t•1t•11 t-tt-lt 9 d Scale = 1:7.0 I t -e -o 180 I t-tt-tt 1 astt Plate Offsets (X.Y)— ll:D-7-0.0-0-81.11.0.04.Edael a Inns system, before use. the building designer must verity the applicability of design parameters and property incorporate this design into the overall LOADING (pst) SPACING- 2.0.0 CSI. DEFL. In (loc) Udell Ud PLATES GRIP TCLL 20 0 Plate Grip DOL 1.25 TC 0.07 Vert(LL) -0.00 4 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.09 Ven(TL) -0.00 4 >999 240 BCLL 0.0 ' Rep Stress Ina YES WS 0.00 Horz(TL) 0.00 2 n/a n1a BCDL 10.0 Code FBC2014lfPI2007 Matrix -M) Wind(LL) 0.00 4 >999 240 Weight: 6 l FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 1-11-11 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 REACTIONS. (Ib/size) 1=176/0-8-0, 2=3/Mechanical, 3=19/Mechanical guide - Max Horz 1=14(LC 10) Max Uplift1--57(LC 10), 2=-7(LC 3), 3z19(LC 1) Max Grav 1=176(LC 1), 2=5(LC 15), 3=4(LC 10) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES - 1) Wind: ASCE 7-10; Vult=140mph (3 -second gust) Vesd=108mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15"; B=59ft; L=49ft; eave=oft; Cat. 11; Exp B; Encl. GCpi=0.18; MWFRS (directional) and C -C Comer(3) zone; cantilever left and right exposed ;C -C for members and forces 8 MWFRS for reactions shown, Lumber DOL=1.60 plate grip DOL=1 60 2) This truss has been designed for a 10.0 psf bottom chord live load noncencurrent with any other live loads 3) ' This truss has been designed for a live load of 20 Opsf on the bottom chord in all areas where a rectangle 3.6-0 tall by 2-0.0 wide will fn between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Solid blocking is required on both sides of the truss at joint(s), 1. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 1, 2, 3 7) "Semi-rigid pltchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 11111111/4j, POUIN GENS No 68182 ir= E OF 4/1111111111` Joaquin Velez PE No.68182 MITA USA, Im FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 5,2016 WARNING - V.W design pararrrerara and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIP7473 rev 1010312015 BEFORE USE. Design void lot use only with Miler connectors. This design is based only upon parameters shown, and is lot on individual building component, not a Inns system, before use. the building designer must verity the applicability of design parameters and property incorporate this design into the overall building design Bracing indicated Is to prevent bucking of individual truss web and/or chord members only Additional temporary and permonent bracing MiTek• is crWoys required for stability and to prevent colopse with possible personal injury and property damage. For general guidance regordmg the fabrication. storage. delivery, erection and bracing of trusses and Inns systems. see ANSI/TPII Ouoety CrBedo, DSB-89 and BCSI WBding Component 6904 Parke East Blvd Solely Infamollon available from Truss Plate Institute. 218 N. Lee Street. Suite 312, Alexandria. VA 22311 Tampa, FL 33610 Job Truss Truss Type Qty Py in (toe) Well Ud TCLL 20 0 Plate Grip DOL T7840035 83553816 C4 JACK -OPEN 4 1 360 vmtsuna test, L80y uxe, Fiona 311.11 3.11-11 754935" Z8 2015 MiTek Industries, Iric 7ue Jan 95 99.99 44 zwe Page 1 ID LOVWMouvCKPeLJ9glFVdOZyxtPo-OKf9r41bu DMa VetoASLR91CZrl 8npfyA3CGzyTC9 LOADING (psf) SPACING- 2 0 0 CSI. DEFL. in (toe) Well Ud TCLL 20 0 Plate Grip DOL 1.25 TC 0.08 Vert(LL) 0.00 8 999 360 TCDL 10.0 Lumber DOL 125 BC 0.09 Vert(TL) 001 8 999 240 BCLL 0.0 ' Rep Stress Ina YES WB 0 00 Horz(TL) 0.00 2 n/a n/a BCDL 10.0 Code FBC2014lTP12007 Matrix -M) Wind(LL) 0.01 8 999 240 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEDGE Left: 20 SP No.3 REACTIONS. (Ib/size) 2=65/Mechanical, 3=38/Mechanical, 1=210/0-8-0 Max Horz 1=27(LC 10) Max Uplift2=17(1_C 10), 1=-15(LC 10) Max Grav 2=65(LC 1), 3=46(LC 3), 1=210(LC 1) FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. PLATES GRIP MT20 244/190 Scale = 1:9.5 Weight: 14 Ib FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 3.11-11 oc purlins. BOT CHORD Rigid ceiling directly applied or 1D-0-0 oc bracing. MTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide I NOTES. 1) Wind: ASCE 7-10, VuN=140mph (3 -second gust) Vasd=108mph; TCDL=5 Opsf; BCDL=S.Opsf; h=15ft: B=59ft, L=49ft: eave=oft, Cat II, Exp B; End , GCpi=0.18; MWFRS (directional) and C -C Comer(3) zone, cantilever left and right exposed ,C -C for members and forces MWFRS for reactions shown: Lumber DOL -1 60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live bad of 20.0psf on the bottom chord in all areas where a rectangle 3.6-0 tall by 2-0-0 wide will f4 between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to beanng plate capable of withstanding 100 Ib uplift at joint(s) 2, 1. 6) "Semi-rigid phchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 1111111/, PQUIN O .•GENS F. No 68182 0' 'cc= Q:• E OF . Z Og1p?:,. 11111111` Joaquin Velez PE No.68182 Mriek USA, lite. R Cert 6634 6904 Parke East Blvd. Tampa R 33610 Dais: January 5,2016 Asesses WARNING - Vally design parameters and READ NOTES ON TI9S AND INCLUDED MITEx REFERANCE PAGE MB -7177 rev. 1070712015 BEFORE USE. Design valid for use only wilh Mlele connectors. This design is based Only upon parameters shown, and is for on individuol building component, not o truss system. Before use. the bufldrig designer must verity the oppicabify, of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent bucking of individual Iron web and/or chord members only Additional temporary and permanent bocing MOW B always required for stability and to prevent collapse mth possible personal iryury and property damage. Fa general guidonce regarding the fob codon, storage. delivery. erection and bracing of trusses and tons systems. see ANSI/TPII OwIly Criteria, D58.89 and BCSI Building Component 6904 Parke East Blvd Safety Information ovoibble hom lens Plate Irofitvie. 218 N. Lee Street, Suite 312. Alexandria, VA 22314. Tamps, FL 336tO Job Truss Truss Type Oty Ply in (loc) Well Ud TCLL 20.0 Plate Grip DOL 77840836lJob83553616E6JACK -OPEN p 1 Reference (optional) rn)euuo call. U0y Uxe, ponos r ria0 a Sep ZV ZO75 NYTex InaYbNee, Int sue Jan OS 09.06.e5 2016 Page 1 ID: LOWYMouvCKPeLJ9glFVdOZyxtPo-uWDX3O1EfILDC84rRWhhtrr'7cy7zlbl yucvckizyTCB r 6.0.0 60.0 i 3x5 II LOADING (psf) SPACING- 2C S1. CSI. DEFL. in (loc) Well Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.29 Veri(LL) 0.03 3-8 999 360 TCDL 100 Lumber DOL 125 BC 0.32 Vert(TL) 007 3-8 965 240 BCLL 0.0 ' Rep Stress Incr YES WB 0 00 Horz(TL) 0.01 2 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix -M) Wind(LL) 005 3.8 999 240 LUMBER - TOP CHORD 2x4 SP No 2 BOT CHORD 20 SP No 2 WEDGE Left. 2x4 SP No 3 REACTIONS. (Ib/size) 2=123/Mechanical, 3=66/Mechanical, 1=286/0-8-0 Max Horz 1=41(LC 10) Max Uplitt2=-34(LC 10), 1=-21(LC 10) Max Grav 2=123(LC 1), 3-86(LC 3), 1=286(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. PLATES GRIP MT20 244/190 Scale: 1'=r Nd N Weight: 20 Ib FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins BOT CHORD Rigid ceiling directly applied or 10-0.0 oc bracing. MTek recommends that Stabilizers and required cross bracing i 3nstalled during truss erection, in accordance with Stabilizer NOTES - 1) Wind: ASCE 7-10; Vuk=140mph (3 -second gust) Vasd=108mph; TCDL=S.Opsf; BCDL=S.Opsf; h -15R; 8=59ft; L=49ft; eave=oft; Cat. II; Exp B; Encl.. GCpi=0.18; MWFRS (directional) and C -C Comer(3) 0.0.0 to 4-10.6, Exterior(2) 4-10.6 to 5-11-4 zone; cantilever left and right exposed ,C -C for members and forces d MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads 3) ' This truss has been designed for a live bad of 20.0psf on the bottom chord in all areas where a rectangle 3.6.0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 to uplift at joint(s) 2, 1. 6) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysts and design of this truss IIIII//// 1, CjUIN VFX 'r i GEN SF i No 68182 cc E OF DNAI 11 ttito% 11111111 Joaquin Velez PE No.68182 MITek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 5,2016 A WARNING - Verify daalgn peremetera and READ NOTES ON THIS AND INCLUDED WTEK REFERANCE PAGE UX7473 rev. 10/03/7015 BEFORE USE. Design void for use only with Iv1T7e0 connectors. Tttis design is based only upon poromelers shown, and is lot on inclividvol building component, not a Inns system. before use, the building designer must verity the applicability of design parameters and property incorporate this design into the overall twilling design. Bracing indicated is to prevent bucking of individual truss web and/or chord members orvy Additional temporary and permanent bracing WOWisotwoysrequiredforstabilityandtopreventcollapsewithpossiblepersonalinjuryandpropertydomoge. For general guidonce regarding the fabrication. storage. deivery. erection and bracing of trusses and truss systems. see ANSUT 11 puabty, Criteria, DSO -89 and SCSI building Component 6904 Parke East BIW Solety Inlormallon ovarlobte from Truss Plate Institute. 218 N. Lee Street. Suile 312, Alexandria. VA 22314 Tanga. FL 33610 Job Truss Truss Type Oty Ply a truss system Before use, the building designer must verily the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent bucking of individual truss web and/or chord members only Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the ne4oe3TlJob83553616ESSJACK -OPEN 13 t Reference (optionall r1oBu4o east, Larry Lake, 1`101148 1 0 4u a sep zv zut0 m 1 eK mauslnes, me 1 ue.ran u0 va•ae 4z zutu rage t ID: LOVWM(XuvCKPeLJ9glFVdOZyxtPo.uWDX3OtEfILDC84rRWhhdl2MyB51afyucvckizyTC8 2.10.0 i 4.10-0 2.10.0 2.0.0 Sale: 1'=l• LUMBER- BRACING - TOP CHORD 2x4 SP No 2 TOP CHORD BOT CHORD 20 SP No.2 WEBS 20 SP No 3 BOT CHORD REACTIONS. All bearings Mechanical except U1=length) 5=0-8.0, 6=Mechanical. lb) - Max Horz 6=32(LC 10) Max Uplift All uplift 100 Ib or less at joint(s) 3, 5, 6 Max Grav All reactions 250 Ib or less at joint(s) 3, 4, 5, 6 FORCES. (lb) - Max Comp /Max. Ten - All forces 250 (Ib) or less except when shown. WEBS 2-5=170/296 Structural wood sheathing directly applied or 4-10-0 oc puffins, except end verticals. Rigid ceiling directly applied or 10-0.0 oc bracing. MITek recommends that Stabilizers and required cross bracing be installed during thus erection, in accordance with Stabilizer Installation guide. NOTES - 1) Wind: ASCE 7-10, Vuk=140mph (3 -second gust) Vasd=108mph; TCDL=S.Opsf,, BCDL=S.Opsf; h=15ft; B=59ft; L=49ft; eave=oft, Cat II, Exp B; Encl., GCpi=0.18; MWFRS (directional) and C -C Comer(3) zone; porch left exposed;C-C for members and forces & MWFRS for reactions shown, Lumber DOL=1 60 plate grip DOL=1 60 2) This truss has been designed for a 10 0 psi bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 3, 5, 6. 7) "Semi-rigid pdchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. PQUIN VES GENS No 68182 So crz E OF :44 Al.E%%%%• 11111111111% Joaquin Vft PE No.68162 MITek USA, Inc. FL Celt 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 5,2016 A WARNING - Verity des/pn parameters and READ NOTES ON THIS AND INCLUDED tWTEN REFERANCE PAGE WI.7473 rev. 1WO312015 BEFORE USE. 8 Design void for use only with MffeLO connectors this design h based only upon parameters shown. and is for on individual building component, not 5 a truss system Before use, the building designer must verily the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent bucking of individual truss web and/or chord members only Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the 1 5x8 STP = fabrication, storage. delivery. erection and bracing of trusses and truss systems. see ANSI/tlll Oualey Criteria. DSB•89 and SCSI Building Component Safety Informalion available from Truss Plate Institute, 218 N Lee Street, Suite 312. Alexandria, VA 22314 Tampa, FL 33610 20 II 2-180 i eno-o I a10 0 2-ao LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in floc) Vdeft Ud PLATES GRIP TCLL 200 Plate Grip DOL 125 TC Oil Vert(LL) 0.01 5-6 999 240 MT20 244/190 TCDL 100 Lumber DOL 125 BC 012 Vert(TL) 0.00 5-6 999 240 BCLL 0.0 ' Rep Stress Ina YES WB 0.09 Horz(TL) 0.00 3 n/a n/a BCDL 1100 Code FBC2014/TP12007 Matrix -M) Weight: 16 Ib FT - 20% LUMBER- BRACING - TOP CHORD 2x4 SP No 2 TOP CHORD BOT CHORD 20 SP No.2 WEBS 20 SP No 3 BOT CHORD REACTIONS. All bearings Mechanical except U1=length) 5=0-8.0, 6=Mechanical. lb) - Max Horz 6=32(LC 10) Max Uplift All uplift 100 Ib or less at joint(s) 3, 5, 6 Max Grav All reactions 250 Ib or less at joint(s) 3, 4, 5, 6 FORCES. (lb) - Max Comp /Max. Ten - All forces 250 (Ib) or less except when shown. WEBS 2-5=170/296 Structural wood sheathing directly applied or 4-10-0 oc puffins, except end verticals. Rigid ceiling directly applied or 10-0.0 oc bracing. MITek recommends that Stabilizers and required cross bracing be installed during thus erection, in accordance with Stabilizer Installation guide. NOTES - 1) Wind: ASCE 7-10, Vuk=140mph (3 -second gust) Vasd=108mph; TCDL=S.Opsf,, BCDL=S.Opsf; h=15ft; B=59ft; L=49ft; eave=oft, Cat II, Exp B; Encl., GCpi=0.18; MWFRS (directional) and C -C Comer(3) zone; porch left exposed;C-C for members and forces & MWFRS for reactions shown, Lumber DOL=1 60 plate grip DOL=1 60 2) This truss has been designed for a 10 0 psi bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 3, 5, 6. 7) "Semi-rigid pdchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. PQUINVES GENS No 68182 So crz E OF :44 Al.E%%%%• 11111111111% Joaquin Vft PE No.68162 MITek USA, Inc. FL Celt 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 5,2016 A WARNING - Verity des/pn parameters and READ NOTES ON THIS AND INCLUDED tWTEN REFERANCE PAGE WI.7473 rev. 1WO312015 BEFORE USE. Design void for use only with MffeLO connectors this design h based only upon parameters shown. and is for on individual building component, not a truss system Before use, the building designer must verily the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent bucking of individual truss web and/or chord members only Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the 6904 Parke East Bialfabrication, storage. delivery. erection and bracing of trusses and truss systems. see ANSI/tlll Oualey Criteria. DSB•89 and SCSI Building Component Safety Informalion available from Truss Plate Institute, 218 N Lee Street, Suite 312. Alexandria, VA 22314 Tampa, FL 33610 Job Truss Truss Type Oy Py l 1 5-40 7-8.0 Plate Offsets (X.Y)— 11 Edo .0.0.81 a Inns system. Before use, the bur ng designer must verify the applicability of design parameters and property incorporate this design into the overall LOADING (psf) SPACING- 2-0-0 CSI. T784" 1JOb83553618NXGABLEt1 Reference (optional) I rrotwrio cast, Lacy use, rrenaa 7.610 s Sep 29 2015 k4Tek Industries, Inc. Tue Jan 05 09.06.48 2016 Page 1 ID.LOWYMouvCKPeLJ9glFVdOZyxlPo-NinvGmisOcT4glf1 DCwOsFSJMTWSuf67Gf9H9zyTC7 1 7.8.0 1 13.40 I 1&4-0 I 26.40 1 7-&0 5.40 5-40 7$0 Scale - 146 0 4xB = 3x9 = 5x9 =3x8 = 3x8 = Special 7.1.0 13.0.0 1&4-0 26-40II 7-0-0 5.40 Design void lot use only wdh Mlel connectors. This design a based any upon parameters shown, and is for on individual building component. not l 1 5-40 7-8.0 Plate Offsets (X.Y)— 11 Edo .0.0.81 a Inns system. Before use, the bur ng designer must verify the applicability of design parameters and property incorporate this design into the overall LOADING (psf) SPACING- 2-0-0 CSI. DEFL. In (loc) Vdeft Ud PLATES GRIP TCLL 200 Plate Grip DOL 1 25 TC 0.61 Vert(LL) 0.23 12-13 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.37 Safety Information available from Truss Plate Institute. 218 N. Lee Street. Suite 312. Alexandria. VA 22314 Vert(TL) 0.51 12-13 >616 240 BCLL 00 ' Rep Stress Ina NO WS 0.68 Horz(TL) 0.07 9 n/a n/a BCDL 10.0 Code FBC2014lrP12007 Matrix -M) Wind(LL) 0.18 12-13 >999 240 Weight: 149 Ib FT = 20% LUMBER- BRACING - TOP CHORD 20 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-8-1 oc purlins. BOT CHORD 2x6 SP M 26 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 OTHERS 20 SP No.3 be installed during truss erection, in accordance with StabilizerI REACTIONS. (Ib/size) 1=1468/0.8.0, 9=1473/0-8-0 Installation guide - Max Horz 1=33(LC 6) Max Uplift 1=292(LC 8), 9=-294(LC 8) FORCES. (lb) -Max. Comp /Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=4005/815, 2.3=3983/836, 3-4=3939/830, 4-5=-3043/656. 5.6=-3043/656, 6-7=3963/840,7-8-4006/846,8-9"0281827 BOT CHORD 1-36=-765/3846, 36-37=-765/3846, 17-37=-765/3846, 17-38=765/3846, 16.38=-765/3846, 15-16=-765/3846,15.39=-765/3846,14-39=765/3846,13-14=765/3846, 1340=-775/3868,40-41=-775/3868,4142=-77513868,12-42=775/3868, 11-12=-77513868, 11-43=-775/3868, 10-43=-775/3868, 10-44=-775/3868, 4445=-775/3868, 9-45775/3868 WEBS 5.13=-226/1150,6-13=-1091/234, 6-12=-30/290,4-13=-1066/223,4-15=-22/272 NOTES - 1) Unbalanced roof live loads have been considered for this design 2) Wind: ASCE 7.10, Vult=140mph (3 -second gust) Vasd=108mph; TCDL=5 Opsf: BCDL=5.Opsf; h=15ft; B=59ft, L=49ft, eave=4ft; Cat. II; Exp B, Encl., GCpi--0.18; MWFRS (directional); Lumber DOL=1.60 plate gnp DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1 4) All plates are 20 MT20 unless otherwise indicated 5) Gable studs spaced at 14-0 oc 6) This truss has been designed for a 10 0 psi bottom chord live load nonconcurrent with any other live loads. 7) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0.0 wide will f4 between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except (jt=lb) 1=292, 9=294. 9) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 66 Ib down and 40 Ib up at 1-8-12, 66 Ib down and 40 Ib up at 3.8-12, 66 Ib down and 40 Ib up at 5.8.12, 661b down and 40 Ib up at 7-8-12, 66 Ib down and 40 Ib up at 9-8-12, 66 Ib down and 40 Ib up at 11-8-12, 66 Ib down and 40 Ib up at 13-8-12, 66 Ib down and 40 lb up at 14-34.66 Ib down and 40 Ib up at 16.3-4, 66 Ib down and 40 Ib up at 18-3-4, 66 Ib down and 40 Ib up at 20.3.4, and 66 Ib down and 40 Ib up at 22-3.4, and 66 Ib down and 40 Ib up at 24-3-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 11) Special hanger(s) or other connection device(s) shall be provided at 13.0.0 from the left end sufficient to connect truss(es) to back face of bottom chord The design/selection of such special connection device(s) is the responsibility of others. ontinued on Daae 2 11111111// I,' P001N I/F O •GENS; • No 68182 0: E OF ONA1. 0111• If.-I 1111111111 Joapuln Velez PE No.68182 MITek USA, Inc. FL Cori 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 5,2016 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERANCE PAGE MII.7477 rev. 10107ROIS BEFORE USE. Design void lot use only wdh Mlel connectors. This design a based any upon parameters shown, and is for on individual building component. not a Inns system. Before use, the bur ng designer must verify the applicability of design parameters and property incorporate this design into the overall budding design Bracing indicated a to prevent bucking of individual it= web and/or chord members only. Additional temporary and permanent bracing MiTek' is always recluved for stability and to prevent collapse with possible personal injury and property damage. For general g0clonce regarding the fabrication. storage. delivery, erection and bracing of trusses and tons systems. see AN51/TIII Ouallty CrIledo. DSO -89 and SCSI Building Component 6904 Parke East BIW Safety Information available from Truss Plate Institute. 218 N. Lee Street. Suite 312. Alexandria. VA 22314 Tampa, FL 33610 Job Truss Truss Type Ory Ply a truss system Before use, the building designer must verify the appicobifty of design parameters and property incorporate ttie design into the overoll building design Bracing indicated 6 to prevent bucking of individual trim web and/or chord members only. Addtionol temporary, and permanent bracing MiTek' is okvoys required tot stobity and to prevent collapse v oth possible personal injury and property damage. For general guidance regarding the T7640938lJob I3553618NXGALE11 Reference Ifootional) ProBudd East, Lady Lake, Fbnds 7.640 s Sep 29 2015 MrTek Industries, Inc. Tue Jen 05 09.08.47 2016 Page 2 ID: LO WYMouvCKPeLJ9glF VdOZyxtPo-ruLHT6kUBvbx R SE DYm9y4nG3m plBLvF LwOlpbzyTC6 NOTES - 12) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (8). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced) Lumber Increase= 1.25, Plate Increase=l 25 Uniform Loads (pIq Vert: 1-5=60, 5-9=-60, 30.33=-20 Concentrated Loads (lb) Vert. 14=66(121) 12=-66(B) 15=-66(B) 36=66(B) 37=-66(B) 38=-66(8) 39=-66(8) 40=66(B) 41=66(B) 42=-66(B) 43=66(8) 44=66(B) 45=-66(B) A WARNING - Verify design parameters end READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Ie/1.7475 rev. 10/0.112015 BEFORE USE. Design void for use only with AA700 connectors. This design '¢ based only upon Parameters shown and is tar an individual building component. not a truss system Before use, the building designer must verify the appicobifty of design parameters and property incorporate ttie design into the overoll building design Bracing indicated 6 to prevent bucking of individual trim web and/or chord members only. Addtionol temporary, and permanent bracing MiTek' is okvoys required tot stobity and to prevent collapse v oth possible personal injury and property damage. For general guidance regarding the fobricolfon storage. delivery, erection and bracing of trusses and tons systems. see ANSUTPII OuaMy Criteria, DSB-89 and BCSI Building Component 8940 Parke East BIW Safety Information available from Truss Plate Institute. 218 N Lee Street. Suite 312. Alexandria. VA 22314. Tempe, FL 33610 Job Truss Truss Type Oly Ply in (loc) Vden Lid TCLL 20.0 Plate Grip DOL 1 25 77840839 83553616 RB Jack -Open 2 1 lJobReferrencefootionall wom,u c.ar, a...y I—. rrvna. / Wu s Sep zv zvU Mr l ex inausines, me r it Jen ua vituti4/ mie Page 1 ID. LOVWMouvCKPeLJ9glFVdQZyxlPo-ruLHT6kUBvbxRSEDYw19y4nJRmpTBVXFLwOlpbzyTC6 1 4.9.14 I 8-5-13 I 4-9.14 3.7.15 Scale = 1:16 6 LOADING (psi) SPACING- 20 0 CSI. DEFL. in (loc) Vden Lid TCLL 20.0 Plate Grip DOL 1 25 TC 0.40 Vert(LL) 0.09 3-8 999 240 TCDL 100 Lumber DOL 1.25 BC 0.32 Vert(TL) 014 3-8 710 240 BCLL 0.0 ' Rep Stress Ina NO WB 0.00 Horz(TL) 0.01 2 n/a n/a BCDL 100 Code FBC2014rrP12007 Matrix -M) LUMBER - TOP CHORD 2x4 SP No 2 BOT CHORD 2x4 SP No.2 WEDGE Len: 2x4 SP No 3 REACTIONS. (Ib/size) 2=131/Mechanical, 3=68/Mechanical, 1.221/0.8-0 Max Horz 1=41(LC 8) Max Uplift 2=-34(LC 8), 1=10(LC 8) Max Grav 2=131(LC 1), 3=96(LC 3), 1=221(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. PLATES GRIP MT20 244/190 Weight: 28 Ib FT - 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. 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 gu*de- NOTES- 1) Wind: ASCE 7-10; Vun=140mph (3 -second gust) Vasd=108mph; TCDL=5 Opsf; BCDL=5.0psf, h=15ft, 0=5911; L=49ft; eave=oft; Cat. II; Exp B. Encl. GCpi-0.18; MWFRS (directional); Lumber DOL=1.60 plate gnp DOL=1 60 2) This truss has been designed for a 10.0 psi bottom chord live load nonconcurreni with any other live loads 3) 'This truss has been designed for a live load of 20 Opsf on the bottom chord in all areas where a rectangle 3.6-0 tall by 2-0.0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 2, 1. 6) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 7) "NAILED" indicates 3-10d (0.148"x3") or 2-12d (0 148"x3 25") toe -nails. For more details refer to MITek's ST -TOENAIL Detail 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 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Vert: 1-2=60, 3.4=-20 Concentrated Loads (lb) Vert: 7=165(F=82, B=82) 8=68(F=34, 8=34) 9=41(F=20, 8=20) 10=-20(F=-10, B=10) tI1111111,,tI'' PCIU IN VFX i No 68182 cc do : E OF .:` do, 0 . 0g10P`. p N ALrc%%• 4111111IIIL, Joaquin Velez PE No.68182 MRek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 5,2016 A WARNING - Verily deel0n peramefen end READ NOTES ON THIS AND INCLUDED NITEK REFERANCE PAGE NII -7473 rev. 10/0.7/7015 BEFORE USE. void for use only with M761:1111, connectors This design is based only upon parameters shown, and is la on individual building component. not MFotrusssystem. Before use. the bui ng designer must verity the applicability of design parameters and property vrcorporote this design into the overall building design Bracing indicated is to prevent bucking of individual Ouss web and/or chord members only. Addtionaf temporary and permanent bracing WOWIsorwoysrequiredforslobrrityandtopreventcollapsewithpossiblepersonalinjuryandproperlydamage. For general guidance regarding the lobricolion, storage. delivery, erection and bracing of trusses and Inns systems. see ANSI/1PI1 Quality Criteria. DSB-89 and BCSI Building Component 6904 Parke East Blvd Safety Information avoi able horn Truss Plate Institute. 218 N Lee Street. Suile 312. Alexandria, VA 22314 Tampa. FL 33610 Symbols Numbering System General Safety Notes PLATE LOCATION AND ORIENTATION 14- 3/4 Center plate on joint unless x, y offsets are indicated. 6-4-8 1 dimensions shown in It -in -sixteenths Drawings not to scale) Failure to Follow Could Cause Property Damage or Personal Injury Dimensions are in fi-in-sixteenths. Apply plates to both sides Of truss and fully embed teeth. 1 2 3 I. Additional stability bracing for truss system, e.g TOP CHORDS diagonal or x -bracing, is always required. See BCSI. 0-1 /16 cr-2 c2-3 2. Truss bracing must be designed by on engineer For WEBS Oa • ; v o_ NC O Oa wide truss spacing, individual lateral braces themselves may require bracing, or alternative Tor I bracing should be considered. 3. Never exceed the design loading shown and never U stack materials on inadequately braced trusses. O a0 4. Provide copies of this truss design to the building C.8 Cb' For 4 x 2 Orientation, locate designer, erection supervisor, property owner and BOTTOM CHORDSplates0 -'AV from outside oil other interested parties. edge Of truss. 8 7 6 5 S. Cut members to bear tightly against each other. 6 Place plates on each face of truss at each This symbol indicates the JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE joint and embed fully. Knots and wane at joint required direction Of slots in AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO locations are regulated by ANSI/TPI 1. connector plates. THE LEFT. 7. Design assumes trusses will be suitably protected from Plate location details available In MITek 20/20 CHORDS AND WEBS ARE IDENTIFIED BY END JOINT the environment in accord with ANSI/TPI 1. software or upon request. NUMBERS/LETTERS. 8. Unless otherwise noted, moisture content of lumber shall not exceed 19% at lime of fabrication. PLATE SIZE PRODUCT CODE APPROVALS 9. Unless expressly noted, this design is not applicable for ICC -ES Reports: use with vire retardant, preservative treated, or green lumber. The first dimension is the plate width measured perpendicular4x4 ESR -1311, ESR -1352, ESR 1988 10. Comber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to to slots. Second dimension is ER -3907, ESR -2362, ESR -1397, ESR -3282 camber for dead load deflection. the length parallel to slots. 11. Plate type, size, orientation and location dimensions indicated are minimum plating requirements LATERAL BRACING LOCATION 12. Lumber used shall be of the species and size, and Indicated by symbol shown and/or by text in the bracing section of the Trusses are designed for wind loads in the plane of the truss unless Otherwise shown. in all respects, equal to or better than that specified. 13. Top chords must be sheathed or purlins provided at output. Use T or I bracing spacing indicated on design if indicated. Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rel on lumber valuesgy 14. Bolcom chords require lateral bracing 10 spacing. BEARING established by others. th isorless, if no ceiling ls installed, unless otherwise noted. 15 Connections not shown are the responsibility of others. Indicates location where bearings 16. Do not cut or oiler tans member or plate without prior supports) occur. Icons vory but 20) 2 MiTek® All Rights Reserved approval of an engineer reaction section indicates joint number where bearings occur. 17 Install and toad vertically unless indicated otherwise. Min size shown is for crushing Only. 18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with Industry Standards: project engineer before use ANSI/TPI1: National Design Specification for Metal 19. Review all portions of this design (front, back, words Plate Connected Wood Truss Construction. and pictures) before use. Reviewing pictures alone DSB-89: Design Standard for Bracing. is not sufficient. SCSI: Building Component Safety Information, M!Tek ° 20. Design assumes manufacture in accordance with Guide to Good Practice for Handling, ANSON 1 Quality Criteria. Installing & Bracing of Metal Plate Connected Wood Trusses. MiTek Engineering Reference Sheet: Mll-7473 rev. 10/03/2015 RECORD COPY RFCri'6 oo City of Sanford DEC 0 8 2015 Building and Fire Preventio BY: Product Approval S ' ication Form Permit # 5 - 2.6 3 SANFORD FO4rt1;; Project Location Address 1107/1109 treet Sanford, FL 32771 As required by Florida Statute 553.842 and Florida Administrative Code 9N-3, please provide the information and product approval number(s) on the building components listed below if they are to be utilized on the construction project for which you are applying for a building permit. We recommend that you contact your local product supplier should you not know the product approval number for any of the applicable listed products. Be aware that windows, skylights, and exterior doors must be tested in accordance with the Florida Building Code, Section 1714.5. More information about Statewide Product Approval can be obtained at www.floridabuilding.orct. The following information must be available on the jobsite for inspections: 1. This entire product approval form 2. A copy of the manufacturer's installation details and requirements for each product. Category / Subcategory Manufacturer Product Florida Approval # Description include decimal 1. Exterior Doors Swinging Masonite International 4904.1 Sliding MI Windows & Doors 17880.1 Sectional Roll U Automatic Other 2. Windows Single Hung MI Windows & Doors 17676.1 Horizontal Slider Casement Double Hun Fixed Awning Pass Through Projected Mullions Wind Breaker Dual Action Other June 2014 Category / Subcategory Manufacturer Product Description(including Florida Approval # decimal 3. Panel Walls Siding Soffits Ahirnimirn COHS Inr 12194.1 Storefronts Curtain Walls Wall Louver Glass block Membrane Greenhouse E.P.S Composite Panels Other 4. Roofing Products Asphalt Shingles Tamko Building 1956.4 Underla ments Warrior Roofing 2346.1 Roofing Fasteners Nonstructural Metal Roofing Wood Shakes and Shingles Roofing tiles Roofing Insulation Waterproofing Built up roofing System Modified Bitumen Single Ply Roof Systems Roofing slate Cements/ Adhesives / Coatin Liquid Applied Roofing Systems Roof Tile adhesive Spray Applied Polyurethane Roofing E.P.S. Roof Panels Roof Vents Millennium Metals, Inc. 16568.1 Other June 2014 Category / Subcategory Manufacturer Product Florida Approval # Description include decimal S. Shutters Accordion Bahama Colonial Roll u Equipment Other 6. Skylights Skylights Other 7. Structural Components Wood Connectors / Anchors Truss Plates Engineered Lumber Railing Coolers/Freezers Concrete Admixtures Precast Lintels Insulation Forms Plastics Deck / Roof Wall Prefab Sheds Other 8. New Exterior Envelope Products Applicant's Signature Applicant's Name Please Print) June 2014 7/28/2015 Florida Building Code Online Business & Professional Regulation r rg- Fbfida DepMMtd BCIs Nome I Log In I User Registration I Hot Topics Submit Surcharge I Stats & Facts Publications FBC Staff ( SCIS Site Map Links Search Busines PfessI I product Approval ro USER: Public User Regulation Product AoorovaI Menu > Product or Application Search > Application List > Application Detail FL # FL4904-R7 RETkRY Application Type Affirmation Code Version 2014 Application Status Approved Comments Archived Product Manufacturer Masonite International Address/Phone/Email 1955 Powis Road West Chicago, IL 60185 615) 441-4258 sschreiber@masonite.com Authorized Signature Steve Schreiber sschreiber@masonite.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory Swinging Exterior Door Assemblies Compliance Method Certification Mark or Listing Certification Agency National Accreditation & Management Institute Validated By National Accreditation & Management Institute, Referenced Standard and Year (of Standard) Standard Year TAS 201 1994 TAS 202 1994 TAS 203 1994 Equivalence of Product Standards Certified By I affirm that there are no changes in the new Florida Building Code which affect my product(s) and my product(s) are in compliance with the new Florida Building Code. Documentation from approved Evaluation or Validation Entity Yes No N/A Product Approval Method Method 1 Option A haps://floridabLddirlg.org/pr/pr app o.aspx?param=wGEVXQwtDgtelulwHNbblSci0%2baWgLuXXbtTsEXpIAQ%3d 1/4 7/2812015 Florida Building Code Online Date Submitted 04/29/2015 Date Validated 04/29/2015 Date Pending FBC Approval Date Approved 05/04/2015 Summary of Products FL * Model, Number or Name Description 4904.1 Wood -edge Steel Side -Hinged Door 6'-8" Opaque I/S and O/S Single Door Units Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL4904 R7 C CAC NI006110.01,odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 12/31/2020 Design Pressure: +76.0/-76.0 Installation Instructions Other: Evaluated for use in locations adhering to the Florida FL4904 R7 If FLO128.odf Building Code including the High Velocity Hurricane Zone, and Verified By: National Accreditation & Management Institute where pressure requirements as determined by ASCE 7, Created by Independent Third Party: Minimum Design Loads for Buildings and Other Structures, Evaluation Reports does not exceed the design pressures listed. X-0" x 6'-8" FL4904 R7 AE 504A.odf max nominal size. When large missile impact resistance is Created by Independent Third Party: Yes required, hurricane protective system is NOT required. See DWG-MA-FLO128-05 for details. 4904.2 Wood -edge Steel Side -Hinged Door 8'-0" Opaque I/S and O/S Single Door Units Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL4904 R7 C CAC N1006110.02.Ddf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 12/31/2020 Design Pressure: +70.0/-70.0 Installation Instructions Other: Evaluated for use in locations adhering to the Florida FL4904 R7 II FL0129.1)df Building Code including the High Velocity Hurricane Zone, and Verified By: National Accreditation & Management Institute where pressure requirements as determined by ASCE 7, Created by Independent Third Party: Minimum Design Loads for Buildings and Other Structures, Evaluation Reports does not exceed the design pressures listed. 3'-0" x 8'-0" FL4904 R7 AE 503A.Ddf max nominal size. When large missile impact resistance is Created by Independent Third Party: Yes required, hurricane protective system is NOT required. See DWG-MA-FLO129-05 for details. 4904.3 Wood -edge Steel Side -Hinged Door 6'-8" Opaque I/S and O/S Door w/ or w/o Sidelites Units Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL4904 R7 C CAC NI006110.01.0f Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 12/31/2020 Design Pressure: +55.0/-55.0 Installation Instructions Other: Evaluated for use in locations adhering to the Florida FL4904 R7 11 FL0128.Ddf Building Code including the High Velocity Hurricane Zone, and Verified By: National Accreditation & Management Institute where pressure requirements as determined by ASCE 7, Created by Independent Third Party: Minimum Design Loads for Buildings and Other Structures, Evaluation Reports does not exceed the design pressures listed. 12'-0" x 6'-8" FL4904 R7 AE 502A.Ddf max nominal size. When large missile impact resistance is Created by Independent Third Party: Yes required, hurricane protective system is NOT required on opaque panels, but is required on glazed panels. See DWG- MA-FLO128-05. 4904.4 Wood -edge Steel Side -Hinged Door 8'-0" Opaque I/S Door w/ or w/o Sidelites Units Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL4904 R7 C CAC NI006110.02.Ddf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 12/31/2020 Design Pressure: +45.0/-50.0 Installation Instructions Other: Evaluated for use in locations adhering to the Florida FL4904 R7 II FL0129.Ddf Budding Code including the High Velocity Hurricane Zone, and Verified By: National Accreditation & Management Institute where pressure requirements as determined by ASCE 7, Created by Independent Third Party: Minimum Design Loads for Buildings and Other Structures, Evaluation Reports does not exceed the design pressures listed. 12'-0" x 8'-0" FL4904 R7 AE 501A.Ddf max nominal size. When large missile impact resistance is Created by Independent Third Party: Yes required, hurricane protective system is NOT required on opaque panels, but is required on glazed panels. See DWG- MA-FLO129-05. 4904.5 Wood -edge Steel Side -Hinged Door 8'-0" Opaque O/S w/ or w/o Sidelites Units haps:lMoridabuilding.org/pr/pr app dU.aspx?pwam=wGEVXCwMDgtelutwHNbblSciO°k2baWgLuXXbtTsE)(pIAQ%3d 2/4 149' MAX. OWftL FRMIE WIDTH R0 -Arl.J an't 4e. o LQ 0 SIDE -HINGED WOOD -EDGE STEEL DOOR UNIT 2 D. MAX 36 I MAX. LO PANEELLWIDTH _ 375" MAX Q p (O 6'-B" DOUBLE DOOR WITH / WITHOUT SIDELITES W/ASTRAGAL I FRAME WIDTH o GENERAL NOTES ® ® ® ® Lu EL O O I. EVALUATED FOR USE IN LOCATIONS ADHERING TO 2 CJTHEFLORIDABUILDINGCODEANDWHEREPRESSURE REOUIREMENTS AS DETERMINED BY ASCE 7. MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES. ^ U -) U DOES NOT EXCEED THE DESIGN PRESSURES LISTED , o Z O F- 2. HURRICANE PROTECTIVE SYSTEM (SHUTTERS) IS NOT REQUIRED ON zo- cr' ( f) OPAQUE PANELS. BUT IS REOUIRED ON GLAZED SIDELITES Q O LJ 3. IN THE HVHZ. FACTORY PRIMED DOORS MUST BE PAINTED IN ACCORDANCE WITH SECTION 2220 OF THE FBC. h O l0 W 4 POLYURETHANE CORE FLAME SPREAD INDEX OF 50 AND SMOKE DEVELOPED INDEX OF 60 PER ASTM E84 a S. PLASTICS TESTING OF LITE FRAME MATERIAL a a TEST DESCRIPTION DESIGNATION RESULT g$k a T y4y O u yOL W Wy V V COMPARATIVE TENSILE STRENGTH AFTER WEATHERING A, 500 HOURS XENON ARC METHOD I gl c DOUBLE DOOR UNIT W/SIDELITES a a V)0A0eadunpNA19N3yL m CeAiigom No. nt r co V I r o - Re+ie6w By. - / OOseP.- 1 H 4 a w w ryry C UQ 313 00 ®® ®® ®® ®® spa,,, Lnz UONN O 00 00:0D 00: P: 0 100110D 0 0 DO: 0D 0 0 - 0,C) 100 pN^N SINGLE DOOR UNIT DOUBLE DOOR UNIT SINGLE DOOR UNIT SINGLE DOOR UNIT SINGLE DOOR UNIT W/SIDELITES DOUBLE DOOR UNIT W/SIDELITES WITH SIDELITE WITH SIDEL RE w O U ID Z WHERE WATER INFILTRATION PERFORMANCE IS DESIGN PRESSURE RATING REQUIRED TO BE 15% OF DESIGN PRESSURE u rz. 7/11/05 TABLE OF CONTENTS CONFIG MAX WIDTH INSWING OUTSWING INSWING OUTSWINC / [ SCALC: N.T.S. SHEET 8 DESCRIPTION X 37.5 +760 -76.0 +76.0 -76.0 +19.0 -19.0 +550 -55.0 I TYPICAL ELEVATIONS do GENERAL NOTES XX 74 +55.0 -55.0 +55.0 -55.0 +t9.0 -t90 +550 -55.0 owc er: SWS OX or XO 75 +55.0 -55 0 +55 0 - .0 + t 9.0 -19.0 +55 0 -55 0 Ir -2 ANCHORING LOCATIONS di DETAILS K• OXO It2.S +550 -55.0 +550 -55.0 +19.0 -19.0 +55.0 KURT BALTHAZOR DUIRNG No. 0%XO 149 + SF -55.0 +55.0 -55.0 +19.0 -19.0 +55.0 -55.0 FLORIDA P.E. 56533 DwG-MA-rtol28-OS SHEET 1 a 3 SELF ICNITK)N TEMP ASTM D1929 7 0 'F > 650 'F RATE OF BURNING ASTM D635 0.77 IN MIN SMOKE DENSITY ASTM D28 3 13.1< TENSILE STRENGTH• ASTM D638 7.SOR DIFF 6' SEE DETAIL _ 3_ } 6' I _" E' 3 I C 3— 3 C 3 c C 1 I 31 SEE DETAIL C' I I I I 6" 6' 6' 6.. I I I I 1 W n SEE DETAIL tn .D. W i J t 0 W B P A 9 0i c 10 6.. 6 3 v O I I 6' l l r G' I I L3 c s IL t 1.1 3' 1 3' 3' 6 SEE DETAIL 6" F' EE DETAIL C 6' CL Tn O 00 U 0 Q Q QJ CIE 00 L a cQi Lu z u -) U O 0 Lu ASTRAGAL RETAINER BOLT HOLE 8 x 2-1/2"• # 10 x 2•' #8 x 2-1/2" MUSTU-rTHTT BE DRILLED 10LD &THOTHROUGH 10 x 5/8'• STRUCTURE DEEP ENOUGH 8 x 2-1/2•• #10 x 1•' FOR A 1.375" THROW 0 10 x 5/8'• # 10 x 314" DETAIL ••F•• ASTRAGAL 10 x 2DETAIL "E" ASTRAGAL 1c (1/e TEMP. T.ss) FRAME / DOOR ATTACH ASTRAGAL RETAINER BOLT DOW 995 W/ OPTIONAL OECORATIVE INSERT ALUMDETAIL "D" DETAIL STRIKE PLATE TO FRAME \ /2' STEEL OR BUM SPACER C' 1 AS SHOWN. 1/Z. DRE TYPICAL I!! e x 1-1/x' PHS Adktdm b NAW I/f'ma1 y 0 962CaWCyMBp_ "140(.u., 75 _ L' y . • r-,. T .375'- J a a Dae Rn• TLi,' DOW 995 J E INSWING THRESHOLD OUTSWINC ThIRESNOLD EATERIOR TYPICAL GLAZING DETAIL Scut: NJ S owc 9r: Sv/S CNK. or. i W n SEE DETAIL tn .D. 0 W P T Wir0 ui c 10 6' EE DETAIL C 6' CL Tn O 00 U 0 Q Q QJ CIE 00 L a cQi Lu z u -) U O 0 Lu ASTRAGAL RETAINER BOLT HOLE 8 x 2-1/2"• # 10 x 2•' #8 x 2-1/2" MUSTU-rTHTT BE DRILLED 10LD &THOTHROUGH 10 x 5/8'• STRUCTURE DEEP ENOUGH 8 x 2-1/2•• #10 x 1•' FOR A 1.375" THROW 0 10 x 5/8'• # 10 x 314" DETAIL ••F•• ASTRAGAL 10 x 2DETAIL "E" ASTRAGAL 1c (1/e TEMP. T.ss) FRAME / DOOR ATTACH ASTRAGAL RETAINER BOLT DOW 995 W/ OPTIONAL OECORATIVE INSERT ALUMDETAIL "D" DETAIL STRIKE PLATE TO FRAME \ /2' STEEL OR BUM SPACER C' 1 AS SHOWN. 1/Z. DRE TYPICAL I!! e x 1-1/x' PHS Adktdm b NAW I/f'ma1y 0 962CaWCyMBp_ "140(.u., 75 _ L' y . • r-,. T .375'- J a a Dae Rn• TLi,' DOW 995 J E INSWING THRESHOLD OUTSWINC ThIRESNOLD EATERIOR TYPICAL GLAZING DETAIL Scut: NJ S owc 9r: Sv/S CNK. or. i SEE DETAIL C' SHT. 2 ATTACHMENT DETAIL 1. ANCHOR ANALYSIS FOR LOADING CONDITIONS PREPARED, SIGNED AND SEALED BY LUIS R. LOMAS. PE FLORIDA #62514) WITH THE LOWEST (LEAST) FASTENER RATING FROM THE DIFFERENT FASTENERS BEING CONSIDERED FOR USE. JAMB, HEAD, AND THRESHOLD FASTENERS ANALYZED FOR THIS UNIT INCLUDE x/10 WOOD SCREWS OR 3/16" TAPCONS. A PHYSICAL SHIM MUST BE PLACED IN SHIM SPACE AT EACH ANCHOR LOCATION TAPCON EDGE DISTANCE MIN 2-1/2". 2. MULLIONS TO BE 2-1/2" X 4-3/8" STRUCTURAL GRADE FJ PINE ON CONTINUOUS HEAD AND SILL UNITS. BACK TO BACK JAMB UNITS JOINED WITH 1" X 1/2" LONG CORRUGATED FASTENERS LOCATED 3" FROM EACH END AND MAXIMUM 7" OC OR X10 X 2" FLAT HEAD WOOD SCREWS LOCATED 6" FROM EACH END AND MAXIMUM 12" O.C. 3. THE WOOD SCREW SINGLE SHEAR DESIGN VALUES COME FROM ANSI/AF&PA NDA FOR SOUTHERN PINE LUMBER AND ACHEIVEMENT OF 1-1/2" MINIMUM EMBEDMENT. THE TAPCON MUST ACHIEVE MINIMUM EMBEDMENT OF 1-1/4". 4. WOOD BUCKS BY OTHERS MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO STRUCTURE 5. MINIMUM DESIGN VALUE STRENGTH OF ANCHORS 171 LBS. 3- c 6 3 r r. I r 6' U a SEE DETAIL D' SHI. 2 J 0 W 10 I II I II 6" II I 0 J OW W B II G H l 11 j I 6 II K 2 i0 3- —I 6" — 3- _ 3. 63. 6 I_ — - 6" HARDWARE SCHEDULE 1. JKWIKSET SERIES 400 GRADE 3 CYLINDRICAL LATCH AND SERIES 980 GRADE 1 DEADLOCK HARDWARE TO BE INSTALLED AT 5-1/2" CENTERLINE. 2 4" X 4" FULL MORTISE BUTT HINGES r r.so' MIN Z _ - SHIM CL TYPICAL WOOD BUCK ANCHOR INSTALLATION rM12N SHIM CL —R] tvl TYPICAL MASONRY ANCHOR INSTALLATION N04erftom Il tamcm .: AlLe2&'j s -'Rq Firmew By Die 'Ll a LO ccO 00 U Q toO Q cc30 OV ap srxt: N T S. owc, et: SWS 61K BY 80128-CS L a 3 NOTICE OF PRODUCT CERTIFICATION Company: Masonite International Corporation Certification No.: N1006110.01 1955 Powis Road Certification Date: 07/23/2005 West Chicago, IL 60185 Expiration Date: 12/31/2020 or Revision Date: 11/21/2014 Product: Wood -Edge Steel Opaque Inswing or Outswing Door w/ and w/o Non -Impact Rated Sidelites w/Wood Frame unless noted) Drawing Number & Specification: TAS 201/202/203 Opaque Size The "Notice of Product Certification" is only valid if the NAM Certification Label has been applied to the product as described within this document. The certification label represents product conformity to the applicable specification and that all certification criteria has been satisfied. This product has been approved for listing within NAMI's Certified Product Listing at %%rww.Namicertification.com. NAMI's Certification Program is accredited by The American National Standards Institute (ANSI). National Accreditation & Management Institute, Inc./4794 George Washington Memorial 1-1ighway/1-layes, VA 23072 Tel: (804) 684-5124/Fax: (804) 684-5122 NAMI AUTHORIZED SIGNATURE: srD Inswing Glazed Structural Water Missile fest Report Number Configuration or or Maximum Design Test Impact Drawing Number & Outswing Opaque Size Pressure Pressure Rated Comments X I/S Opaque 3'0" x 6'8" 76/-76 2 86 psf Yes N01-210-2929-1 Single Maximum Panel Size: 3'0" x 6'8" Anchor Detail-MA-FL0128-05 X O/S Opaque 3'0" x 6'8" 76/-76 8.25 psf Yes NCTL-210-2929-1 Single Maximum Panel Size: 3'0" x 6'8" Anchor Detail-MA-FL0128-05 XX I/S Opaque 6'0" x 6'8" 55/-55 2.86 psf Yes NCTL-210-2930-1 Double Maximum Panel Size 3'0" x 6'8"/Sidelite 3'0" x 6'8" Anchor Detail-MA-FL0128-05 XX O/S Opaque 6'0" x 6'8" 55/-55 8.25 psf Yes NCTL-210-2930-1 Double Maximum Panel Size- 3'0" x 6'8"/Sidelite: 3'0" x 6'8" Anchor Detail-MA-FL0128-05 XO/OX I/S Opaque Door 6'0" x 6'8" 55/-55 2.86 psf Door -Yes NCTL-210-2930-1 Single w/Sidelite Glazed Sidelite Sidelite-No Maximum Panel Size: 3'0" x 6'8"/Sidelne: 3'0" x 6'8" Anchor Detad-MA-FL0128-05 XO/OX O/S Opaque Door 6'0" x 6'8" 55/-55 8 25 psf Door -Yes NCTL-210-2930-1 Single w/Sidelites Glazed Sidelite Sidelite-No Maximum Panel Size. 3'0" x 6'8"/Sidelite: 3'0" x 6'8" Anchor Detail- MA-FL0128-OS OXO I/S Opaque Door 9'0" x 6'8" 55/-55 2.86 psf Door -Yes NCTL-210-2930-1 Single w/Sidelites Glazed Sidelites Sidelites-No Maximum Panel Size: 3'0" x 6'8"/Sidelite: 30" x 6'8" Anchor Detail-MA-FL0128-05 OXO O/S Opaque Door 9'0" x 6'8" 55/-55 8.25 psf Door -Yes NCI'L-210-2930-1 Single w/Sideltics Glazed Sidelites Sidelites-No Maximum Panel Size- 3'0" x 6'8"/Sidelite- 3'0" x 6'8" Anchor Detail-MA-FL0128-05 OXXO I/S Opaque Doors 12'4" x 6'8" 55/-55 2.86 psf Doors -Yes N0T1-210.2930-I Double %v/Sidelites Glazed Sidelites Sidelites-No Maximum Panel Size: 3'0" x 6'8"/Sidelite: 3'0" x 6'8" Anchor Detail-MA-FL0128-05 OXXO O/S Opaque Doors 12'4" x 6'8" 55/-55 8 25 psf Doors -Yes NCTL-210-2930-1 Double w/Sidelites Glazed Sidelites Sidelites-No Maximum Panel Size: 3'0" x 6T/Sidelite: 3'0" x 6'8" Anchor Detail-MA-FL0128-05 National Accreditation & Management Institute, Inc./4794 George Washington Memorial 1-1ighway/1-layes, VA 23072 Tel: (804) 684-5124/Fax: (804) 684-5122 NAMI AUTHORIZED SIGNATURE: srD Luis R. Lomas P. E. 1432 Woodford Rd. Manufacturer: Masonite Lewisville, NC 27023 Report #: 504A 336.945.9695 Date: 12/29/09 Product: Single Door 3'x6'8" Scope: This analysis provides calculations, quantities, and spacing requirements for installing product to substrate, and it applies only to the product described herein. These calculations comply with requirements of the Florida Building Code. Drawings verification: NDS 2005,11.3) Tabulated shear design value: Z c 112 lbs Actual C To C spacing: 3.00 in This analysis verifies anchoring for the following drawings: Main member: Spruce -Pine Fir DWG•MA-FLO120-05 DWG-MA-FLO130-05 DWG-MA-FLO153-06 DWG-MA-FLO168-07 DWG-MA-FLO122-05 DWG-MA-FLO132-05 DWG-MA-FLO155-06 DWG-MA-FLO170-07 DWG-MA-FLO124-05 DWG-MA-FLO134-05 DWG-MA-FLO156-06 DWG-MA-FLO172-07 DWG-MA-FL0126-05 DWG-MA-FLO140-05 DWG-MA-FLO160-07 DWG-MA-FL0174-07 DWG-MA-FL0128-05 DWG-MA-FLO151-06 DWG-MA-FLO162-07 DWG-MA-FLO175-07 Anchors to be qualified: 1. #10 Wood screw, for installation in wood frame substrates. 2. 3/16" ITW Tapcon, for masonry installation Anchor capacity in shear condition: Fastener type: #10 wood screw NDS 2005,11.3) Tabulated shear design value: Z c 112 lbs Actual C To C spacing: 3.00 in Side member: Douglas Fir -Larch Main member: Spruce -Pine Fir Side member thickness: t,= 1.000 in Main member thickness: tm= 1.500 in Side member dowel bearing strength: F. = 4,650 psi Main member dowel bearing strength: Fa„ = 3,350 psi Minimum required penetration: 1.330 in Screw bending yield strength: F,.b = 80,000 psi Duration Factor: Co = 1.6 Tabulated lateral design value: Z= 107.0 lbs Allowable Design Value: Z'= 171 lbs/anchor lbs)Qty Mode IV Fastener type: 3/16" ITW Topcon N.O.A. 07-1126.10 10.0 851 Substrate: Hollow block 18.00 171 5 Minimum embedment: 1.25 in Minimum edge distance: 1.13 in Minimum C to C spacing: 2 25 in Tabulated shear design value: Z c 112 lbs Actual C To C spacing: 3.00 in Minimum edge distance: 2.63 in C to C spacing factor: 1.00 Tabulated shear design value: Z = 197 lbs Actual edge distance: 2.50 in Design value per interpolation: Z o 189 lbs Allowable Design Value: Z'= 189 lbs/anchor Minimum anchor capacity: 171 lbs/anchor Note: Anchors with the least capacity Is used for calculations to qualify anchors with higher capacity. Anchor calculations, minimum required anchors Pressure against stops with bump threshold: 36.38 Al Y 79.25 Mi , Single. Pressure away from stops: 36.38 1 Al i At 79.25 1 of 2 Design pressure: 85.0 psf Zone Area ztt) Load lbs) Ind. in) Max' O.C. in) Anchor ResultCap. Load lbs) (lbs) A, 2.3 195 N/A N/A 171 2 98 OK Az 7.7 656 6.00 18.00 171 5 131 OK Design pressure: 85.0 psf Zone Area Lond Ind. Mgx. O.C. Anchor ResultCap. Load z lbs)Qty lbs) 1A, 10.0 851 6.00 18.00 171 5 170 OK 5 R • L 0N .•••.ti! i 0,,6251 • `k TAT 0 F • k/ Luis R. Lomas P.E. 0'•:c OR10P '117/2010 FL No.: 62514 QE`s • • • • . G i0/0NA 1 Luis R. Lomas P. E. 1432 Woodford Rd. Lewisville, NC 27023 336-945-9695 Single. Pressure against stops with saddle threshold: 36.38 Al / A2 79.25 Anchor Locations: Manufacturer: Masonite Report #: 504A Date: 12/29/09 Design pressure: 85.0 psf Zone Arca Zft) Load lbs) Ind. in) Max. O.C. In) Anchor ResultCap. Load lbs)QtyI (lbs) A, 2.3 195 N/A N/A 171 2 98 OK Az 8.9 753 6.00 18.00 171 5 151 OK 36.38 --- — 6.00 TYP. — 6.00 TYP. 1 1 6.00 1 I 13.45 MAX. O.C. 1 78.25 1-- 6.00 Note: Anchor locations indicated in this document are the minimum required for the described product exposed at the design pressure indicated herein. 2of2 I111111/ R L 0 q /0 1 v,•eCENs NeZZ 51 yt 4-,TVAT OF ; 4NAC1:\ 11111 Luis R. Lomas P.E. FL No.: 62514 117/2010 7T&M15 ` Florida Building Code Online Business & Professional Regulation e—.,,1' n,, 0 i Honda vepaftmead SCIS Home I Log In I User Registration I Hot Topics I Submit Surcharge I Stats 8 Facts I Publications I FOC Staff I SCIS Site Map I Links I Search I Busines ProductApprovalProfessi & OUSER: User Regulation Product Approval Menu > Product or Application Search > Application List > Application Detail FL # FL17880 Application Type New Code Version 2014 Application Status Approved Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email 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@miwd.com Brent Sitlinger bsitlinger@miwd.com Exterior Doors Sliding Exterior Door Assemblies Certification Mark or Listing American Architectural Manufacturers Association Steven M. Urich, PE Validation Checklist - Hardcopy Received Standard AAMA/WDMA/CSA 101/I.S.2/A440 Method 1 Option A 07/09/2015 07/09/2015 07/16/2015 Year 2008 htips://floridabuilding.org/pr/pr_app dol.aspx?param=wGEVXQwtDg12ZOX6B2Y1UIXUEGeFd2vF00y8wzGd7cAcYZJpZFO5Yw%3d%3d 1/3 728(2015 ' L Florida Building Code Online Summary of Products r FL it IModel, Number or Name Description 17880.1 910/3910 SGD 72x80 Fin Frame Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17880 RO C CAC APC 910 Fin 72x80.Ddf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 02/25/2016 Design Pressure: +40/-50 Installation Instructions Other: R-PG40. Units must be glazed per ASTM E1300-04 FL17880 RO II Install Instructs - 910 OX 72x80 (As Tested with safety glass. 98644).odf Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 17880.2 910/3910 SGD 72x96 Fin Frame Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17880 RO C CAC APC 910 Fin 72x96.Ddf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 08/29/2016 Design Pressure: +30/-30 Installation Instructions Other: R-PG30. FL17880 RO 11 08-01901 512593.Ddf Verified By: Luis R Lomas, PE PE -62514 Created by Independent Third Party: Yes Evaluation Reports FL17880 RO AE 512593 72x96.Ddf Created by Independent Third Party: Yes 17880.3 910/3910 SGD 107x96 Fin Frame O.OX Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17880 RO C CAC APC 910 Fin 107x96.Ddf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 08/29/2016 Design Pressure: +30/-30 Installation Instructions Other: R-PG30 FL17880 RO 11 08-02491 513254.Ddf Verified By: Luis R Lomas, PE PE -62514 Created by Independent Third Party: Yes Evaluation Reports FL17880 RO AE 513254 107x96.Ddf Created by Independent Third Party: Yes 17880.4 910/3910 SGD 72x80 Finless Frame Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17880 RO C CAC APC 910 Finless 72x80.Ddf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 08/12/2016 Design Pressure: +40/-50 Installation Instructions Other: R-PG40. Units must be glazed with safety glass. FL17880 RO 11 08-01157A 511726A.Ddf Verified By: Luis R Lomas, PE PE -62514 Created by Independent Third Party: Yes Evaluation Reports FL17880 RO AE 511726A 72x80.Ddf Created by Independent Third Party: Yes 17880.5 910/3910 SGD 72x96 Finless Frame Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17880 RO C CAC APC 910 Finless 72x96.Ddf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 08/29/2016 Design Pressure: +30/-30 Installation Instructions Other: R-PG30 FL17880 RO 11 08-01901 512593.Ddf Verified By: Luis R Lomas, PE PE -62514 Created by Independent Third Party: Yes Evaluation Reports FL17880 RO AE 512593 72x96.Ddf Created by Independent Third Party: Yes 17880.6 910/3910 SGD 107x96 Finless Frame O.OX Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17880 RO C CAC APC 910 Finless 107x96.Ddf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 08/29/2016 Design Pressure: +30/-30 Installation Instructions Other: R-PG30 FL17880 RO II 08-02491 513254.Ddf Verified By: Luis R Lomas, PE PE -62514 htips://floridabi ilding.org/pr/pr app dd.aspx?param=wGEVXQwtDgt2ZOX6B2Y1U1XUEGeFd2vFOOyOwzGd7r.4cYZJpZFO5Yw%3d%3d 2/3 Validator / Operations Administrator) MI Windows & Doors, LLC P.O. Box 370 Gratz, PA 17030-0370 Ann: 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 will be added to the next published AAMA Certified Products Directory. SPECIFICATION RECORD OF PRODUCT TESTEDAAMA/WDMA/CSA 101/I.S.2/A440-08 R-PG40-1816x2019 (72x80) -SD Negative Design Pressure = -50 psf COMPANY AND CODE CPD NO. SERIES MODEL & PRODUCT MAXIMUM SIZE TESTEDDESCRIPTION MI Windows & Doors, LLC 910/3910 SGD (FIN) FRAME PANEL Code: MTL 4106 PVC)(OX)(OG)(INS GL) 1816 mm x 2019 mm 927 mm x 1962 mm REINF)(ASTM) 6'0" x 6'8") 3'1" x 6'5") 2. This Certification will expire February 25, 2016 (extended from February 25, 2014 per AAMA 106-13) 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.: 98644.01-109.47 Date of Report: April 9, 2010 Date: December 5, 2013 Cc: AAMA JGS ACP -04 (Rev. 1/11) Validated for Certification h, 4;A, oci +tedLaboratodes,lnc. Authorized for Certification American Architectural Manufacturers Association ELEVATION 72' 3' M 8' on center TT cdv c0 o ao ao Anchors M H 1 1/4' Min. HEAD DETAIL penetration. += I Min Edge Distance A" j)6 x 1 5/8' Screw Edge Distance A" JAMB DETAIL 0 Caulk under noiling fin entire perimeter before fastening. 16 x 1 5/8' So S. Maximum shim thickness of 1/4' permitted at each fastener location. Shims shall be lead bearing. non—compresible type. 6. The drawings depict the details necessary to meat the 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 test window for the design pressure shown and the design pressure claimed. For door saes smaller than shown. locate head. sill and jamb fasteners 3' from each comer and 8' on center. Design pressures of smaller door sizes are limited to that of the test unit. DESIGN PRETSIIRE CHARTNER Notes: x 1. Installation depicted based off of E E structural test report /98644.01-109-47. 0, 2. Fasteners are /6 x 1-5/8' screws. NONE 1 v 1 Gratz, PA 3. Wood tuck insta0otions are assumed 2X S—P—F (G=0.42) or denser. Buck width shall be greater than the window frome width. Tapered or partial with tucks ore not allowed. Wood tuck shall be secured to the structure to resist all design loads. 4. Screw lengths shall be sufficient to guarantee 1 1/4' penetration into wood buck. S. Maximum shim thickness of 1/4' permitted at each fastener location. Shims shall be lead bearing. non—compresible type. 6. The drawings depict the details necessary to meat the 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 test window for the design pressure shown and the design pressure claimed. For door saes smaller than shown. locate head. sill and jamb fasteners 3' from each comer and 8' on center. Design pressures of smaller door sizes are limited to that of the test unit. DESIGN PRETSIIRE CHARTNERTYPEANDSPACMSHOWNWILLALLOWDESIGNPRESSURE$ UP TD +40/-50 LINOS UP TO 72' x 80' ESTr REPORTS FOR INDIVIDUAL UNIT SIZE AND APPLICABLE DESIGN PRESSURE LIMITATIONS) ou INSTALLATION INSTRUCTIONS d FASTENER SCHEDULE — FIN suns" ISO= V.M.R. 4-9-09 Windows 8 DOt)rs 910/3910 Sliding Glass Door "OX" NONE 1 v 1 Gratz, PA an .e. 910 x0 InsUllatlon — 7/?,A/2015 Florida Building Code Online FLCP:04 0: PARTY"NT OF Business Professional r® Florida DeplV Efltd SCIS Home I Log In I User Registration I Hot Topics I Submit Surcharge I Stats & Facts I Publications I F8c Staff I scis Site Map I Links I Search I Busines// Professi Aral Product Approval USER: Public User Regulation Product Approval Menu > Product or Application Search > Application Lis[ > Application Detail FL # FL17676-R1 Application Type Revision Code Version 2014 Application Status Approved Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email 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@miwd.com Brent Sitlinger bsitlinger@miwd.com Windows Single Hung Certification Mark or Listing American Architectural Manufacturers Association Steven M. Urich, PE Validation Checklist - Hardcopy Received Standard AAMA/WDMA/CSA 101/I.S.2/A440 Method 1 Option A 07/14/2015 07/14/2015 07/23/2015 Year 2008 hOps:l loridabuilding.org/pr/pr eppdU.aspx?param=wGEVXCrivIDgvFGYZsjrZFR6fG1o0f5hOzkrKelOkRkLlv7ftvdmKBeg%3d%3d 1/4 7/28/2015 ` Florida Building Code Online FL * I Model, Number or Name I Description 117676.1 13540 SH 36x74 Fin Frame Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +35/-50 Other: LC-PG35. Units must be glazed in accordance with ASTM E1300-04. Certification Agency Certificate FL17676 R1 C CAC APC 3540 Fn 36x74.Ddf Quality Assurance Contract Expiration Date 04/12/2017 Installation Instructions FL17676 111 II Install - 3540 SH 36 x74 Hn.odf Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 117676.2 13540 SH 136x84 Fin Frame I Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +40/-50 Other: LC-PG40. Units must be glazed in accordance with ASTM E1300-04. Certification Agency Certificate FL17676 RI C CAC APC 3540 Fin 36x84.Ddf Quality Assurance Contract Expiration Date 07/27/2020 Installation Instructions FL17676 Rl II Install - 3540 SH Fin 36x84.udf Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 117676.3 13540 SH 140x66 Fin Frame Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +35/-45 Other: R-PG35. Units must be glazed in accordance with ASTM E1300-04. Certification Agency Certificate FL17676 Rl C CAC APC 3540 Fin 40x66.Ddf Quality Assurance Contract Expiration Date 08/26/2016 Installation Instructions FL17676 Rl II Install - 3540 SH Fin 40x66.pdf Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 117676.4 13540 SH 144x63 Fin Frame I Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +40/-47 Other: R-PG40. Units must be glazed in accordance with ASTM E1300-04. Certification Agency Certificate FL17676 R1 C CAC APC 3540 Fin 44x63.Ddf Quality Assurance Contract Expiration Date 05/26/2020 Installation Instructions FL17676 R1 II Install - 3540 SH Fin 44x63.Ddf Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 117676.5 13540 SH 144x72 Fin Frame I Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +35/-47 Other: R-PG35. Units must be glazed in accordance with ASTM E1300-04. Certification Agency Certificate X676 R1 C CAC APC 3540 Fin 44x72.Ddf Quality Assurance Contract Expiration Date 08/01/2017 Installation Instructions FL17676 R1 II Install - 3540 SH Fin 44x72.udf Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 117676.6 13540 SH 144x84 Rn Frame I Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +30/-30 Other: LC-PG30. Units must be glazed in accordance with ASTM E1300-04. Certification Agency Certificate FL17676 RI C CAC APC 3540 Fin 44x84.Ddf Quality Assurance Contract Expiration Date 04/12/2017 Installation Instructions FL17676 RI 11 Install - 3540 SH Fin 44x84.Ddf Verified By: American Architectural Manufacturers Association https://Boridabuilding.orgtpr/pr app dM.aspx?param=wGEVXQwtDgvFGYZsjrZFR6fG1o0f5hOzkrKelOkRkLlv7ftvdmK8eg%3d%3d 214 Validator / Operations Administrator) MI Windows & Doors, LLC P.O. Box 370 Gratz, PA 17030-0370 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 will be added to the next published AAMA Certified Products Directory. SPECIFICATION RECORD OF PRODUCT TESTEDAAMA/WDMA/CSA 101/I.S. 2/A440-08 LC-PG35'-911 x1867 (36x74) -H Negative Design Pressure = -50 psf COMPANY AND CODE CPD NO. SERIES MODEL & PRODUCT MAXIMUM SIZE TESTED DESCRIPTION MI Windows & Doors, LLC 3540 SH (FIN) FRAME SASH 11355 PVC)(O/X)(IG)(INS GL) 911 mm x 1867 mm 860 mm x 919 mm Code: MTL REINF)(TILT)(ASTM) 3'0" x 6'2") 210" x 3'0") 2. This Certification will expire April 12, 2017 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.: C7327.01-109-47 Date of Report: May 7, 2013 Date: September 3, 2013 Cc: AAMA JGS ACP -04 (Rev. 1/11) Validated for Certification h, 4aL oci ted Laboratories, Inc. Authorized for Certification American Architectural Manufacturers Association 1* ELEVATION Y typ. 36' 12' o.c' Max 2' typ. u INSTALLATION INSTRUCTIONS FASTENER SCHEDULE — FIN— TT 12' o.a Max. w n o,,, WK 3546-3240 SH FIN — t*'CLEARANCE ALL FOUR SIDES) TERM WHICH FLASH BY OTH Anchor See Section Dei HEAD DETAIL IZE HEADER AS NEEDED CAULK UNDER NAILING FIN ENTIRE PERIMETER BEFORE FASTENING. r Min Edge 7/16' \1 SHIM AS 1 REWIRED Min Edge 7/16' SHEATHING JAMB DETAIL MUST ACHIEVE 11-1/4( PENETRATIOSHOWN WITHN • SHEATHING) INTO STUD.* SILL DETAIL Notes: 1. Installation depicted based off of structural test report JC7327.01-109-47. 2. Wood screws shall satisfy the National 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 bads. 4. Wood screw lengths shall be sufficient to guarantee 1-1/4' 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 test window for the size shown and the design pressure claimed. For window sizes smaller than shown, locate fasteners approx. 2' from comers and no more than 12' on center. Design pressures of smaller window sizes are limited to that of the test window. SIZE AND OEM PRESSURE CHART FASTENER TYPE AND SPACING SHOWN WILL ALLOW DESIGN PRESSURES UP TO +35/ -50 UNITS UP TO 36' x 74' SEE TEST REPORTS FOR INDIVIDUAL UNIT SIZE AND APPLICABLE DESIGN PRESSURE LIMITATIONS) u INSTALLATION INSTRUCTIONS FASTENER SCHEDULE — FIN— ON" me V.M.R. 12-14-09 m we 3540 Single Hung Sam NONE I W I Windows & Doors Gratz, PA o,,, WK 3546-3240 SH FIN — 7/2812015 Florida Building Code Online Business & 1 Professional Regulation 0 z Florida Npartinentd SCIS Home I Log In I User Registration I Hot Topics Submit Surcharge I Stats a Facts I Publications I FBC Staff I BCIS Site Map I Links I Search Busines () Professi r-ral qWProducticUserApproval USER: Public User Regulation Product Approval Menu > Product or Application Search > Application List > Application Detail FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code FL12194-R1 Revision 2010 Approved Aluminum Coils, Inc. 5001 West Knox Street Tampa, FL 33634 813) 249-9743 grahman@aluminumcoilsinc.com Gareth Rahman grahman@aluminumcoilsinc.com Panel Walls Soffits Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Robert J. Nieminen PE -59166 PFS Corporation 12/31/2015 John W. Knezevich, PE Validation Checklist - Hardcopy Received FL12194 R1 COI Trinity ERD CI - Nieminen.odf Standard Year AAMA 1402 1986 ASTM E330 2002 htips:pfloridabuilding.org/pr/pr app dtl.aspx?param=wGEVXQMDquk24AUC%2fEHMrNrkL4bysAUaTZZ%2fJiuPbVxGF%2fD57kxg%3d%3d 1/2 7/28/2015 Florida Building Code Online Product Approval Method Method 1 Option D Date Submitted Date Validated Date Pending FBC Approval Date Approved Date Revised 12/15/2011 12/16/2011 12/22/2011 01/31/2012 06/26/2015 FL ft Model, Number or Name Description 12194.1 Alumunum Coils Aluminum Soffit Aluminum soffit panels Umits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +48/-64.2 Other: The design pressure noted herein relates to a specific installation of the 16" x 12" panel. Refer to the ER Appendix for design pressures of other panels / attachments. Installation Instructions FL12194 R3 11 Al er12131IFINAL ALUMINUM COILS FL12194-R1.Ddf FL12194 RI 11 A2 er121311FINAL ALUMINUM COILS FL12194-R1.Ddf Verified By: Robert Nieminen PE -59166 Created by Independent Third Party: Yes Evaluation Reports FL12194 RI AE er121311FINAL ALUMINUM COILS FL12194- R1.Ddf Created by Independent Third Party: Yes Back Nett Contac lis 1940 North Monroe Street, Tallahassee FL 32399 Phone, 850-487-1824 The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.: Privacy Statement : • Accessibility Statement •: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released In response to a public -records request, do riot send electronic marl to this entity. Instead, contact the office by phone or by traditional marl. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emalls provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: Credit AVE Mps://floridabtilding.orgtpr/pr_app all.aspx?param=wGEVXQMDquk24AUC%2fEHMrNrkL4bysAUaTZZ%2fJiuPbVxGF%2fD57kxg%3d%3d 212 VTRINITYIERD 740" 238" F' CHANNEL (3/8'1 ALUMINUM 0.0165" nominal thickness Exterior Research and Design, LLC. d/b/a TrinitylERD Certificate of Authorization #9503 Robert Nieminen, PE -59166 18' BLANK 3 / 8 PROFILE 25 TYP. 0.125 TYP. 2.625 REF 50 TYR DDDDDD DDDDD DDDDD D DODOD DDDDD D DODDD me 1 NCC DITTFCN (ni SCM FI LOWERS FORMED W SAME DIRECTION AS FOBS) Evaluation Report A13360.02.09-Ri for FL12194-RI Aluminum Coils, Inc. Revision 1: 12/13/2011 Appendix 1, Page 1 of 2 VTRINITY'IERD Exterior Research and Design, LLC. d/b/a TrimtylERD Evaluation Report A13360.02.09-111 for FL12194-R3 Certificate of Authorization #9503 Aluminum Coils, Inc. Robert Nieminen, PE -59166 Revision 1: 12/13/2011 Appendix 1, Page 2 of 2 7/28/2015 , Florida Building Code Online Business & Professional a,,,' rg- HOr^ida DepagMentd SCIS Home Log In I user Registration I Hot ropics Submit Surcharge stats a Facts Publications I FBC Staff I BGS site Map I Links I Search Busines Profess) - aI WUSER Publ1ic User l Regulation P_rpduct Aooroval Menu > Product or ADodcation Search > Application List > Application Detail FL # FL1956-R11 Application Type Revision Code Version 2014 Application Status Approved Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email 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 TAMKO Building Products, Inc. PO Box 1404 Joplin, MO 64802 417) 624-6644 Ext 2305 kerri—eden@tamko.com Kerri Eden kerri_eden@tamko.com Kerri Eden PO Box 1404 Joplin, MO 64802 417) 624-6644 Ext 2305 kerrl_eden@tamko.com Roofing Asphalt Shingles Certification Mark or Listing UL LLC Robert J. M. Nieminen, PE Validation Checklist - Hardcopy Received Standard ASTM D3161 ASTM D3462 ASTM D7158 Method 1 Option A Year 2009 2009 2008 haps:/Hloridabuilding.org/pr/pr appdtl.aspx?param=wGEVXQwtDgs%2fmGFoyT6raO°k2b%2bCX5ulUhEA3ULv8xAB4z°h2bKOdb010tBw%3d°3d 1/4 7/18/2015 Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products Florida Building Code Online 03/20/2015 04/02/2015 04/06/2015 https://Ooridabuilding.orgipr/pr_app o.aspx?Wam=wGEVXCNADgs%2fmGFoyT6raQ%2b%2bCX5ulUhEA3ULv8xAB4z%2bKOdbOlOtBw%3d%3d 2/4 FL ii Model, Number Description or Name 1956.1 Elite Glass -Seal A three tab asphalt shingle. Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL1956 R11 C CAC Tamko Sery Conf FL 1956 2012.Ddf Approved for use outside FL1956 R11 C CAC UL certification 10-11-12.Ddf HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: N/A 10/10/2015 Design Pressure: N/A Installation Instructions Other: Asphalt shingles shall be FL1956 R11 11 Glass Seal Elite Glass Seal app inst.Ddf used only on roof slopes of 2:12 Verified By: Robert Nieminen 59166 or greater. Nails must be used Created by Independent Third Party: No as the method of attachment. Evaluation Reports Created by Independent Third Party: 1956.2 Glass -Seal A three tab asphalt shingle. Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL1956 R11 C CAC Tamko Sery Conf FL 1956 2012.Ddf Approved for use outside FL1956 R11 C CAC UL certification 10-11-12.Ddf HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: N/A 10/10/2015 Design Pressure: N/A Installation Instructions Other: Asphalt shingles shall be FL1956 Rll II Glass Seal Elite Glass Seal aou inst.Ddf used only on roof slopes of 2:12 Verified By: Robert Nieminen PE 59166 or greater. Nails must be used Created by Independent Third Party: No as the method of attachment. Evaluation Reports Created by Independent Third Party: 1956.3 Heritage A dimensional asphalt shingle. Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL1956 RI C CAC Tamko Sery Conf FL 1956 2012.Ddf Approved for use outside EL1956 Rll C CAC UL certification 10-11-12.Ddf HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: N/A 10/10/2015 Design Pressure: N/A Installation Instructions Other: Asphalt shingles shall be FL1956 R11 II Heritage D F ) P app inst.Ddf used only on roof slopes of 2:12 FL1956 Rll II Heritage F app inst.Ddf or greater. Nails must be used FL1956 R11 II Heritage T app inst.Ddf as the method of attachment. Verified By: Robert 1. M. Nieminen FL 59166 Created by Independent Third Party: No Evaluation Reports Created by Independent Third Party: 1956.4 Heritage 30 A dimensional asphalt shingle. Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL1956 R11 C CAC Tamko Sery Conf FL 1956 2012.Ddf Approved for use outside FL1956 R11 C CAC UL certification 10-11-12.Ddf HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: N/A 10/10/2015 Design Pressure: N/A Installation Instructions Other: Asphalt shingles shall be FL1956 Rll 11 heritage 30 app inst aoril 10.Ddf used only on roof slopes of 2:12 FL1956 R11 11 heritage 30 app inst f aoril 10.Ddf or greater. Nails must be used Verified By: Robert Nieminen PE 59166 as the method of attachment. Created by Independent Third Party: No Evaluation Reports Created by Independent Third Party: 1956.5 Heritage 50 A dimensional asphalt shingle. Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL1956 Rll C CAC Tamko Sery Conf FL 1956 2012.Ddf Approved for use outside FL1956 Rll C CAC UL certification 10-11-12.Ddf HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: N/A 10/10/2015 Design Pressure: N/A Installation Instructions Other: Asphalt shingles shall be FL1956 RIX II heritage 50 app Inst aoril 10.21 f used only on roof slopes of 2:12 FL1956 R11 II heritage 50 app inst f aoril 10.Ddf or greater. Nails must be used Verified By: Robert Nieminen PE 59166 as the method of attachment. Created by Independent Third Party: No Evaluation Reports Created by Independent Third Party: https://Ooridabuilding.orgipr/pr_app o.aspx?Wam=wGEVXCNADgs%2fmGFoyT6raQ%2b%2bCX5ulUhEA3ULv8xAB4z%2bKOdbOlOtBw%3d%3d 2/4 Application Instructions for TA KO 1 HERITAGE® 30 BUILDING PRODUCTS LAMINATED ASPHALT SHINGLES Dallas, TX • Tuscaloosa, AL • Phillipsburg, KS • Joplin, MO THESE ARE THE MANUFACTURER'S APPLICATION INSTRUCTIONS FOR THE ROOFING CONDITIONS DESCRIBED. TAMKO BUILDING PRODUCTS, INC. ASSUMES NO RESPONSIBILITY FOR LEAKS OR OTHER ROOFING DEFECTS RESULTING FROM FAILURE TO FOLLOW THE MANUFACTURER'S INSTRUCTIONS. THIS PRODUCT IS COVERED BY A LIMITED WARRANTY, THE TERMS OF WHICH ARE PRINTED ON THE WRAPPER. IN COLD WEATHER (BELOW 40°F), CARE MUST BE TAKEN TO AVOID DAMAGE TO THE EDGES AND CORNERS OF THE SHINGLES. IMPORTANT: It is not necessary to remove the plastic strip from the back of the shingles. 1. ROOF DECK These shingles are for application to roof decks capable of receiving and retaining fasteners, and to inclines of not less than 2 in. per foot. For roofs having pitches 2 in. per foot to less than 4 in. per foot, refer to special instructions titled "Low Slope Application". Shingles must be applied properly. TAMKO assumes no responsibility for leaks or defects resulting from improper application, or failure to properly prepare the surface to be roofed over. NEW ROOF DECK CONSTRUCTION: Roof deck must be smooth, dry and free from warped surfaces. It is recommended that metal drip edges be installed at eaves and rakes. PLYWOOD: All plywood shall be exterior grade as defined by the Engineered Wood Association. Plywood shall be a minimum of 3/8 in. thickness and applied in accordance with the recommendations of the Engineered Wood Association. SHEATHING BOARDS: Boards shall be well -seasoned tongue - and -groove boards and not over 6 in. nominal width. Boards shall be a 1 in. nominal minimum thickness. Boards shall be properly spaced and nailed. Z. VENTILATION Inadequate ventilation of attic spaces can cause accumulation of moisture in winter months and a build up of heat in the summer. These conditions can lead to: 1. Vapor Condensation 2. Buckling of shingles due to deck movement. 3. Rotting of wood members. 4. Premature failure of roof. To insure adequate ventilation and circulation of air, place louvers of sufficient size high in the gable ends and/or install continuous ridge and soffit vents. FHA minimum property standards require one square foot of net free ventilation area to each 150 square feet of space to be vented, or one square foot per 300 square feet if a vapor barrier is installed on the warm side of the ceiling or if at least one half of the ventilation is provided near the ridge. If the ventilation openings are screened, the total area should be doubled. ITIS PARTICULARLY IMPORTANT TO PROVIDE ADEQUATE VENTILATION. 3. FASTENERS WIND CAUTION: Extreme wind velocities can damage these shingles after application when proper sealing of the shingles does not occur. This can especially be a problem if the shingles are applied in cooler months or in areas on the roof that do not receive direct sunlight. These conditions may impede the sealing of the adhesive strips on the shingles. The inability to seal down may be compounded by prolonged cold weather conditions and/ or blowing dust. In these situations, hand sealing of the shingles is recommended. To insure immediate sealing, apply 4 quarter -sized dabs of TAM -PRO° Premium SBS Adhesive or TAMKO Tam -Seal Adhesive on the back of the shingle 1 in. (25mm) and 13 in. (330mm) in from each side and 1 in. (25mm) up from the bottom of the shingle. Press shingle firmly into the adhesive. For maximum wind resistance along rakes, cement shingles to the underlayment and each other in a 4 in. (102mm) width of TAM -PRO SBS Adhesive or TAMKO Tam -Seal Adhesive. Caution: Apply ONLY a thin uniform layer of adhesive less than 1/8 in. (3mm) thick. Excessive amounts can cause blistering of the shingles and may soften the asphalt in certain underlayments resulting in the asphalt flowing, dripping and staining. Shingles must also be fastened according to the fastening instructions described below. Correct placement of the fasteners is critical to the performance of the shingle. If the fasteners are not placed as shown in the diagram and described below, this will result in the termination of TAMKO's liabilities under the limited warranty. TAMKO will not be responsible for damage to shingles caused by winds in excess of the applicable mph as stated in the limited warranty. See limited warranty for details. FASTENING PATTERNS: Fasteners must be placed 6-1/8 in. from the bottom edge of the shingle, penetrating through the common bond, and located horizontally as follows: 1) Standard Fastening Pattern. (For use on decks with slopes 2 in. per foot to 21 in. per foot.) One fastener 1 in. back from each end and one 13-1/2 in. back from each end of the shingle for a total of 4 fasteners. (See standard fastening pattern illustrated below). STANDARD FASTENING PATTERN FASTENERS NAIL ZONE COMMON BOND 6-1/8" EXPOSURE 5-5/8" 1 12-1/2"-+- 12-3/8" -+- 12-1/2"-- h--1" Central District 220 West 4th St., Joplin, MO 64801 800-641-4691 11/09 Visit Our Web Site at Northeast District 4500 Tamko Dr., Frederick, MD 21701 800-368-2055 Southeast District 2300 35th St., Tuscaloosa, AL 35401 800-228-2656 tamko.Com Southwest District 7910 S. Central Exp., Dallas, TX 75216 800-443-1834 Western District 5300 East 43rd Ave., Denver, CO 80216 800-530-8868 BUILDING PRODUCTS CONTINUED from page 1) HERITAGE® 30 LAMINATED ASPHALT SHINGLES Dallas, TX • Tuscaloosa, AL • Phillipsburg, KS • Joplin, MO 2) Mansard Fastening Pattern. (For use on decks with slopes greater than 21 in. per foot.) One fastener 1 in, back from each end and one fastener 8-1/2 in, back from each end and one fastener 16 in. back from each end for a total of 6 fasteners per shingle. (See Mansard and High Wind Fastening Pattern illustrated below.) MANSARD AND HIGH WIND FASTENING PATTERN FASTENERS NAIL ZONE COMMON BOND 6'11;8 EXPOSURE SSR* 3) High Wind Fastening Pattern. (For High Wind Application requirements) One fastener 1 in. back from each end. One fastener 8-1/2 in. back from each end and one fastener 16 in. back from each end for a total of six (6) fasteners per shingle. In addition to this shingle fastening pattern requirement for High Wind Application, TAMKO also requires the use of the following TAMKO products: TAMKO felts or underlayments; TAMKO Moisture Guard Plus underlayment at all eaves, rakes, and valleys; TAMKO or TAM -PRO cements and coatings products where required; TAMKO ventilation where required, TAMKO starter shingles if available in area, and TAMKO Hip and Ridge shingles installed on all hips and ridges. Along rakes, cement shingles to the underlayment and each other in a 4 in. (102 mm) width of TAM - PRO SBS Adhesive or TAMKO Tam -Seal Adhesive. Also, see local building codes for proper nailing application. High Wind Application is offered on new construction or complete tear -off applications only. It is not offered for recover applications. If High Wind Application requirements are not followed, the High Wind Application Warranty MPH, as stated on Table I in the Limited Warranty, reverts to the Standard Application Wind Warranty MPH limit. (See Mansard and High Wind Fastening Pattern illustrated above.) NAILS: TAMKO recommends the use of nails as the preferred method of application. Standard type roofing nails should be used. Nail shanks should be made of minimum 12 gauge wire, and a minimum head diameter of 3/8 in. Nails should be long enough to penetrate 3/4 in. into the roof deck. Where the deck is less than 3/4 in. thick, the nails should be long enough to penetrate completely through plywood decking and extend at least 1/8 in. through the roof deck. Drive nail head flush with the shingle surface. Properly Driven Improperly Driven QZ IT min diemoter under driven overdriven crooked Asphalt Shl glos 10E — Docking straight. good penetration. Inadequate loo deep. cuts Inadequate and flush with shingle surface penetration Into shingle anchorage STAPLES: If staples are used in the attaching process, follow the above instructions for placement. All staples must be driven with pneumatic staplers. The staple must meet the following minimum dimensional requirements. Staples must be made from a minimum 16 gauge galvanized wire. Crown width must be at least 15/16 in. staple crown width is measured outside the legs). Leg length should be a minimum of 1-1/4 in. for new construction and 1-1/2 in. for reroofing thus allowing a minimum deck penetration of 3/4 in. The crown of the staple must be parallel to the length of the shingle. The staple crown should be driven flush with the shingle surface. Staples that are crooked, underdriven or overdriven are considered improperly applied. Properly Driven Improperly Driven undertmven Overdriven crooked Stu ngles44"—Decidng CAUTION: ALL FASTENERS MUST BE DRIVEN INTO THE NAIL ZONE/COMMON BOND AS SHOWN IN THE DIAGRAM ABOVE. 4. UNDBR6AYMBNT UNDERL&MENT: An underlayment consisting of asphalt saturated felt must be applied over the entire deck before the installation of TAMKO shingles. Failure to add underlayment can cause premature failure of the shingles which is not covered by TAMKO's limited warranty. Apply the felt when the deck is dry. On roof decks 4 in. per foot and greater apply the felt parallel to the eaves lapping each course of the felt over the lower course at least 2 in. Where ends join, lap the felt 4 in. If left exposed, the underlayment felt may be adversely affected by moisture and weathering. Dying of the underlayment and the shingle application must be done together. Products which are acceptable for use as underlayment are: TAMKO No. 15 Asphalt Saturated Organic Felt A non-oerforated asphalt saturated organic felt which meets ASTM: D226, Type I or ASTM D4869, Type I Any TAMKO non-Derforated asphalt saturated organic felt TAMKO TW Metal and Tile Underlayment, TW Underlayment and Moisture Guard Plus® (additional ventilation may be required. Contact TAMKO's Technical Services Department for more information.) In areas where ice builds up along the eaves or a back-up of water from frozen or clogged gutters is a potential problem, TAMKO's Moisture Guard Plusa waterproofing underlayment (or any specialty eaves flashing product) may be applied to eaves, rakes, ridges, valleys, around chimneys, skylights or dormers to help prevent water damage. Contact TAMKO's Technical Services Department for more information. TAMKO does not recommend the use of any substitute products as shingle underlayment. S. APP61CATION STARTER COURSE: A starter course may consist of TAMKO Shingle Starter, self-sealing 3 -tab shingles or a 9 inch wide strip of mineral surface roll roofing. If self-sealing 3 -tab shingles are used, remove the exposed tab portion and install with the factory applied adhesive adjacent to the eaves. Attach the starter course with approved fasteners along a line parallel to and 3 in. to 4 in. above the eaves edge. The starter course should overhang both the eaves and rake edges 1/4 in. to 3/8 in. Central District 220 West 4th St., Joplin, MO 64801 800-641-4691 I1/09 Visit Our Web Site at Northeast District 4500 Tamko Dr., Frederick, MD 21701 800-368-2055 Southeast District 2300 35th St., Tuscaloosa, AL 35401 800-228-2656 tamko.Com Southwest District 7910 S. Central Exp., Dallas, TX 75216 800-443-1834 Western District 5300 East 43rd Ave., Denver, CO 80216 800-530-8868 2 CONTINUED from page 2) 1 s R&EG V 1 HERITAGE® 30 BUILDING PRODUCTS LAMINATED ASPHALT SHINGLES Dallas, TX • Tuscaloosa, AL • Phillipsburg, KS • Joplin, MO SHINGLE APPLICATION: Start the first course with a full size shingle and overhang the rake edge 1/4 in. Cut 10-3/8 in. from a full shingle to form a shingle 29 in. long. Use this to start the second course (see diagram below). Cut a 23 in. long shingle to start the third course. Use the remaining 16-3/8 in, piece of shingle to start the fourth course and use the remaining 10-3/8 in. piece to begin the fifth course. Continue up the rake in as many rows as necessary using the same formula as outlined above. The butt of the shingle should be aligned with the top edge of the sawtooth of the underlying shingle for a 5-5/8 in. exposure (see shingle application drawing illustrated on this panel). When you make your final cut at the roof's edge, flip any pieces that are 8 in. or longer back onto the roof. These pieces can be worked in anywhere without creating zippers or color variations. NOTE: Do not align joints of shingle courses when working in cut pieces. Joints should be no closer than 4 in. from one another. repeatcourses stn course 4th course 3rd courts 2nd course 1 st course cove - Cut yow led OWIn Nwl e1. b Mekp 2e end a to 3V CuloSOMMeh"wmk*9o23'eM a Ie 3V Wp1h. 2V I I j 17 2aspin wbn o tw,plh Thenbyeppyourzgl,23wuh'.Ie3TIW' shr03ple.e'bgNa Ay you ran we. Ihree ehngln w+Ih Iwo aae maks Me rou'm. 3I;gntlnu0 wodung your way Dawe ftroof When you moko yow a,IdNerWreedge.eaanypMSthdWe a, "W bxk onto aN rod TheW inCee fan be worked in W MWO wWMI ant6v rippore a ooW vadow"S. NOTE: Do not eegn rolMe of ehingh eeureee when working In Cw pines Aoime atoWd W M= then e' h0M OM ene4W 6. LOW SLOPE APPLICATION On pitches 2 in. per foot to 4 in, per foot cover the deck with two layers of asphalt saturated felt. Begin by applying the felt in a 19 in. wide strip along the eaves and overhanging the drip edge by 1/4 to 3/4 in. Place a full 36 in, wide sheet over the 19 in. wide starter piece, completely overlapping it. All succeeding courses will be positioned to overlap the preceding course by 19 in. If winter temperatures average 25eF or less, thoroughly cement the felts to each other with TAM -PRO or TAMKO Plastic Roof Cement from eaves and rakes to a point of a least 24 in, inside the interior wall line of the building. As an alternative, TAMKO's Moisture Guard Plus® self -adhering waterproofing underlayment may be used in lieu of the cemented felts. 7. MANSARD ROOP OR STEEP SLOPE ROOP If the slope exceeds 21 in, per foot (60), each shingle must be sealed with TAM -PRO SBS Adhesive or TAMKO Tam -Seal Adhesive immediately upon installation. Spots of cement must be equivalent in size to a $.25 piece and applied to shingles with a 5-5/8 in. exposure, use 6 fasteners per shingle. See Section 3 for the Mansard Fastening Pattern. 8. R&ROOPING Before re -roofing, be certain to inspect the roof decks. All plywood shall meet the requirements listed in Section 1. Nail down or remove curled or broken shingles from the existing roof. Replace all missing shingles with new ones to provide a smooth base. Shingles that are buckled usually indicate warped decking or protruding nails. Hammer down all protruding nails or remove them and refasten in a new location. Remove all drip edge metal and replace with new. If re -roofing over an existing roof where new flashing is required to protect against ice dams (freeze/thaw cycle of water and/or the backup of water in frozen or clogged gutters), remove the old roofing to a point at least 24 in. beyond the interior wall line and apply TAMKO's Moisture Guard Plus® waterproofing underlayment. Contact TAMKO's Technical Services Department for more information. Measurements will vary when nesting over an existing 5 in, exposure single roof: Call TAMKO Technical Services for further information. The nesting procedure described below is the preferred method for reroofing over existing metric size shingles with a 5-5/8 in. exposure. See description below: Starter Course: Remove the tabs and an additional portion from the head of a full size shingle so that its height is equal to the exposure of the existing shingles. Position the resulting strip over the existing roof edge (with the factory -applied adhesive strip along the eaves). Cut approximately 6 in. from the rake end and apply the remaining portion at the eaves. Continue the starter strip by applying full length shingle strips cut to height as above, evenly along the existing roof at the eaves. The existing roof should overhang the eaves far enough to carry water off into the gutter. If this is not the case, cut and apply the starter strip so that it will provide sufficient overhang for proper drainage. First Course: Remove an amount from the butt edge of a full-size shingle so that the remaining portion of the shingle fits between the butts of the existing third course. This course must also be applied evenly along the eaves edge of the new starter strip. Continued) Central District 220 West 4th St., Joplin, MO 64801 800-641-4691 11/09 Visit Our Web Site at Northeast District 4500 Tamko Dr., Frederick, MD 21701 800-368-2055 Southeast District 2300 35th St., Tuscaloosa, AL 35401 800-228-2656 tamko.Com Southwest District 7910 S. Central Exp., Dallas, TX 75216 800-443-1834 Western District 5300 East 43rd Ave., Denver, CO 80216 800-530-8868 3 0 TAMKO BO160IN6 PRODUCTS CONTINUED from page 3) HERITAGE® 30 6AMINATCO ASPHA6T SHING6BS Dallas, TX • Tuscaloosa, AL • Phillipsburg, KS • Joplin, MO Second and Succeeding Courses: Remove 10-3/8 in. from the rake end of the first shingle in the second course, and continue with full width shingles for the remainder of the course, placing the top edge of each new shingle against the butt edge of the old shingle In the course above. This method should create an exposure of 5-5/8 in. after the first course. When beginning the succeeding courses continue to follow the Heritage application Instructions. See section 5). Drip Ne 8. VA616CY APP61CATION Over the shingle underlayment, center a minimum 36 in. wide sheet of TAMKO Nail -Fast®, Moisture Guard Plus® or a minimum 50 Ib. roll roofing in the valley. Nail the felt only where necessary to hold it in place and then only nail the outside edges. IMPORTANT: PRIOR TO INSTALLATION WARM SHINGLES TO PREVENT DAMAGE WHICH CAN OCCUR WHILE BENDING SHINGLES TO FORM VALLEY. After valley flashing is in place: Apply the first course of shingles along the eaves of one of the intersecting roof planes and across the valley. Note: For proper flow of water over the trimmed shingle, always start applying the shingles on the roof plane that has the lower slope or less height. Extend the end shingle at least 12 in. onto the adjoining roof. Apply succeeding courses in the same manner, extending them across the valley and onto the adjoining roof. Press the shingles tightly into the valley. Use normal shingle fastening methods. Note: No fastener should be within 6 in. of the valley centerline, and two fasteners should be placed at the end of each shingle crossing the valley. To the adjoining roof plane, apply one row of shingles vertically facing the valley and 2 in. back from the valley centerline. Note: For a neater installation, snap a chalkline over the shingles for guidance. To complete the valley, apply shingles on the adjoining roof plane by positioning the tip of the first shingle of each row at the 2 in. point from the centerline where the edge of the vertical shingle has been applied, covering the vertical shingle. FOR ALTERNATE VALLEY APPLICATION METHODS, PLEASE CONTACT TAMKO'S TECHNICAL SERVICES DEPARTMENT. Valley centedmeMnunum36' wale sheet M Ned Fast, Moisture Guard Plue or 50 lb. or heaver roll roofing may` Extra nal in end of shingle underlayment place tip of shingle on the edge of the ventral shingle, 2 inches bock from valley oenleAne and covering the vertical shingle 10. RIP AND RIDGE FASTENING DE'PA16 Extend and shingle 12' -la' beyond valley centerline No fasteners vethrn 6' of centedne Apply the shingles with a 5 in. exposure beginning at the bottom of the hip or from the end of the ridge opposite the direction of the prevailing winds. Secure each shingle with one fastener on each side, 5-1/2 in. back from the exposed end and 1 in. up from the edge. TAMKO recommends the use of TAMKO Hip & Ridge shingle products. Where matching colors are available, it is acceptable to use TAMKO's Elite Glass -Seal shingles cut down to 12 in. pieces. Fasteners should be 1/4 in. longer than the one used for shingles IMPORTANT: PRIOR TO INSTALLATION, CARE NEEDS TO BE TAKEN TO PREVENT DAMAGE WHICH CAN OCCUR WHILE BENDING SHINGLE IN COLD WEATHER. Direction of prevailing wind Ptart 5" exposure here— A • FFastener Start here 5" exposure THESE ARE THE MANUFACTURER'S APPLICATION INSTRUCTIONS FOR THE ROOFING CONDITIONS DESCRIBED. TAMKO BUILDING PRODUCTS, INC. ASSUMES NO RESPONSIBILITY FOR LEAKS OR OTHER ROOFING DEFECTS RESULTING FROM FAILURE TO FOLLOW THE MANUFACTURER'S INSTRUCTIONS. TAMKO®, Moisture Guard PlusfA, Nail Fast®, TAM -PROS and Heritage® are registered trademarks of TAMKO Building Products, Inc. Information Included In these application instructions was current at time of printing. To obtain a copy of the most current version of these application Instructions, visit us online at tamko.com or call us at 800-641-4691. Central District 220 West 4th St., Joplin, MO 64801 800-641-4691 11/09 Visit Our Web Site at Northeast District 4500 Tamko Dr., Frederick, MD 21701 800-368-2055 Southeast District 2300 35th St., Tuscaloosa, AL 35401 800-228-2656 tamko.Com Southwest District 7910 S. Central Exp., Dallas, TX 75216 800-443-1834 Western District 5300 East 43rd Ave., Denver, CO 80216 800-530-8868 4 S October 10, 2012 Tamko Building Products 220 W 4th Street PO Box 1404 Joplin, MO 64801 Contact Name: Kerri Eden Email Address: Kerri Eden(cD-tamko.com Subject: UL Third Party Inspection Service for Florida Quality Assurance Expiration Date: October 10, 2015 Reference: File R2919 Dear Ms. Eden: This letter is to confirm that Tamko Building Products has an agreement with UL LLC to conduct audits at your plant to verify Florida Quality Control requirements at the following locations: Tamko Building Products 601 N. High St Joplin MO 64801 Tamko Building Products 7910 S Central Expy Dallas TX 75216 Tamko Building Products 1598 Hwy 183 Phillipsburg KS 67661 Tamko Building Products 4500 Tamko Dr Frederick MD 21704 Tamko Building Products 2300 35`h St Tuscaloosa AL 35401 Quality Control System and Products will be inspected according to Florida Product Approval Report FL1956 to ensure the manufacturer's quality documentation is well defined, fully documented and effectively implemented. A minimum of two (2) inspections per year will be conducted. This service has been established under file R2919. UL uc 333 Pfmgsten Road, Northbrook, IL 60062.2096 USA T: 847.272.8800 / F 847.272.8129 / W: UL.com If you have any questions, please call me at 314-578-3406. Kind regards, J. Kay Chancellor Project Coordinator Product Safety UL LLC 333 Pfingsten Road Northbrook, IL 60062-2096 USA M:314-578-3406 F: 847-664-6157 W: ul.com 9 October 11, 2012 Tamko Building Products Inc Ms. Kern Eden 220 W 4th St PO Box 1404 Joplin, MO 64801 RE: TAMKO Shingles Dear Ms. Eden: This is to confirm that the attached shingle matrix pertains to Tamko produced shingles. All the products have been tested and meet the criteria for the standards mentioned. They are covered by UL's Follow -Up Service Program under Tamko's File R2919. The Listing Mark of Underwriters Laboratories Inc. on the product is the only method provided by UL to identify products manufactured under its Listing and Follow -Up Service. Combination Listing/Classification Mark — A Listing Mark combined with a Classification Mark is provided on products that have additionally been investigated in accordance with various supplemental standards. Please refer to the labels on the product. Should you have any questions, please feel free to contact the writer. Very truly yours, Reviewed By: William G Marshall (Ext. 42735) Alpesh Patel (Ext. 42522) Sr. Engineering Associate Staff Engineer Fire Protection Division 3019A Fire Protection Division 3019A 9 TA190 Shingle Eatrix Phillipsburg, K9 Frederick, MD Product Naac AST!. A.STM ASTM UL AM CSA product Naos ASTM ASTM ASTM UL ASTM. CSA D3462 D3161 D6281 2390 D7158 123.5 D2462 D2161 D6381 2390 D7158 123.5 Class Class Claw Class Class Class Claw Class F H H H F H H H Glass -Seal (AR) Glass -Seal (AR) X x x X x Elite Glass -Seal AR) Elite G:ass-Seal (AR) x X x X X Heritage x x X X x x Heritage x X x x x x Heritage 30 (AR) x x X x x x Heritage 30 (AR) x x x X x X Heritage xL (AR) Heritage XL (AR) x x Heritage Woodgate X X Heritage 50 (AR) x x x x x X Heritage 50 (AR) X X x x X X Heritage Premium X X x x x X Heritage Psemium x x x x x x Heritage Vintage AR) X x X X x x Heritage Vintage (AR) Heritage Vintage X A 12-1/4 Y 12 Hip and Ridge X x 12 X 12 Hip and Ridge Dallas, TX Tuscaloosa, AL Product Nair ASTM ASTM ASTM UL ASTM CSA UL Product Naos ASTH ASTM- ASTM UL ASTM CSA D34E2 D2161 DE281 2390 07158 123.5 2218 03462 D3161 D6382 2390 D7158 123.5 Class Class Class Class Class Class Class Class F H H H F H H H Glass -Seal (AR) Glass -Seal (AR) X x x x X Elite Glass -Seal AR) Elite G:ass-Seal (AR) x X x x x Heritage x X x x x x Heritage x x x X X x Heritage 30 (AR) X x x x x x Heritage 30 (AR) x x x x x x Heritage XL (AR) X x X X x Heritage XL (AR) Heritage Woodgate X X x x X x Heritage 50 (AR) x X X x x X Heritage 50 (AR) x x x x x x Heritage Pu mium x X x x x x Heritage ?senium X x x x x X Heritage Vintage AR) Heritage Vintage (AR) Heritage IR f K X x x f x 12 X _2 Hip and Ridge x X Product Name Glass -Seal (AR) Elite Glass -Seal (AR) Heritage Heritage 30 (AR) Heritage XL (AR) Heritage 50 (AR) Heritage Premium Heritage Vintage (AR) 12 X 12 Hip and Ridge 12-1/4 x 12 Hip & Ridge Joplin, MO ASTM D3462 ASTM D3161 ASTM D6331 UL 2390 ASTM D71530 CSA Class F Class H Class H Class H 123.5 X X X X X X x x X x x x X x x x x x x x x raw . 12 Business & Professional Regulation Ira f1OrQ ltd SCIS Horne ; Log In • User Registration Hot Topics i Submit Surcharge Stats G Facts Publications FEC Stall ( SCIS Site Map Units { Search BusinesI Professional ®USERPublb,c User Approval Regulation Protluct Approval Menu > Protluct or Aoplltatan Search > Application Ust > Application Detail FL # FL2346-R5 Application Type Affirmation Code Version 2014 Application Status Approved Comments Archived = Product Manufacturer Warrior Roofing Manufacturing Address/Phone/Email 3050 Warrior Road Tuscaloosa, AL 35404 205) 553-1734 Ext 115 Steven@WarriorRoofing.net Authorized Signature Steven Crew Steven@WarriorRoofing.net Technical Representative Steven Crew Address/Phone/Email 3050 Warrior Road Tuscaloosa, AL 35404 205) 553-1734 Ext 1024 Steveno Wa rriorRooring. net Quality Assurance Representative Steven Crew Address/Phone/Email 3050 Warrior Road Tuscaloosa, AL 35404 205) S53-1734 Ext 1024 Steven ®W a rriorRoofing. net Category Roofing Subcategory Underlayments Compliance Method Test Report Testing Lab PRI Construction Materials Technologies, LLC Quality Assurance Entity Keystone Certifications, Inc. Quality Assurance Contract Expiration Date 10/05/2019 Validated By Jesus Gonzalez, P.E. Validation Checklist - Hardcopy Received Certificate of Independence FL2346 R5 COI PRI CMT Cert of Indeoendence.Odf Referenced Standard and Year (of Standard) Standard Year ASTM D226 2006 ASTM D4869 2005 Equivalence of Product Standards Certified By J I affirm that there are no changes in the new Florida Building Code which affect my product(s) and my product(s) are in compliance with the new Florida Building Code. Documentation from approved Evaluation or Validation Entity :Yes JNo .,N/A Product Approval Method Method 1 Option B Date Submitted 02/13/2015 Date Validated 02/13/2015 Date Pending FBC Approval Date Approved 02/19/2015 Summary of Products I FL # Model, Number or Name Description 2346.1 #15 and #30 roofing felt ASTM D 226 Tested Limits of Use Installation Instructions Approved for use In HVHZ: Yes FL2346 R5 11 InI Approved for use outside HVHZ: Yes Impact Resistant: N/A Verified By: PRI Construction Materials Technologies, LLC Test Reports Design Pressure: N/A FL2346 RS TR 15A Test Re ort.odf Other: Primary roof covering should be installed FL2346 RS TR 30A Test Rebort.odf immediately after felt. Roofing felt is not intended to be an unprotected weathering surface. 2346.2 15w and 30w roofing felt ASTM D 4869 Tested Limits of Use Installation Instructions Approved for use in HVHZ: No FL2346 RS II Installa[fonln [rt ctions.odf Approved for use outside HVHZ: Yes Verified By: PRI Construction Materials Technologies, LLC Impact Resistant: N/A Test Reports Design Pressure: N/A EL2346 RS TR 15w Test Re ort.Ddf Other: Primary roof covering should be installed FL2346 RS TR 30w Test Reogrit.ricif immediately after felt. Roofing felt is not intended to be an unprotected weathering surface. Back Nert The State of Florida Is an AA/EEO employer. Copyright 2007.2013 State of Florida.:: Privacy Statement .: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. It you do not want your e-mail address released In response to a DVOIrc•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, please Contact 850.407.1395. 'Pursuant to Section 455.275 I), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department w th an email address if they have one. The emalls provided may be used for official communication with the licensee. However email addresses are public record. If yod do not wish to supply a Personal address, Please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please cock here . Product Approval Accepts: M-77, UiMiNU Credi WARRIOR® ROOFING MANUFACTURING P.O. BOX 10185 • TUSCALOOSA, AL 35101 • PHONE (W)553 -17N • FAX (2D5)55X1755 193 LEROY ANDERSON ROAD • MONROE, GA 30555 • PHONE (770) 207-0695 • FAX(r 207-0775T 323 DEVELOPMENT AVENUE • CHAMBERSBURG, PA 17201 PHONE (717) 7094323 (717) 7094W Roofing Felt Installation Recommendations Be aware that roofing felt should not be walked upon prior to fastening into position. Proper safety equipment is recommended for all installations. Also, the roof decking should be clear of debris and moisture prior to installation of the roofing felt. Roofing felt should be installed from the bottom of the roof in horizontal IIyers to increase the water shedding ability of the felt. The initial layer of felt should be installed to cover the bottom edge of the decking, from edge to edge. Overhang is not required. Anchor the top corner of the felt after it has been properly positioned and loll the felt out across the roof. Pay careful attention to roll the felt out smoothly, avoidinwrinkles as you move across the roof. The top edge of the felt should be fastened no less than every eight inches. The middle and bottom edge should also be fastened no less than every eight inches. Fasteners should be applied no less than every eight inches along the eaves. The next course of felt should also be aligned with the roof edge and should overlap the previous course two inches (sometimes referred to as head lap). In the event you get to the end of a roll prior to getting to the opposite edge of the roof, begin a new roll with a four inch overlap over the end of the prior roll (sometimes referred to as end lap). The same fastening pattern used on the middle and bottom of the initial course should be used for each subsequent course. For the top of each subsequent course, fasten intermittently to hold the top edge in place until the next course is applied. The fasteners in the bottom of the next course will hold the top of the previous course securely. Continue up the roof in this manner. Be sure to firmly fasten the top of thel final course if it terminates at the top edge of the roof. Otherwise, overlap the felt over the ridge and secure then begin at the bottom of the other side of the ridge and repeat the 1process. In valleys, lay a vertical section of roofing felt the length of the valley prior, to the installation of the horizontal runs of roofing felt. If you use more than one section of roofing felt in a valley, be certain to start at the bottom and overlap each subsequent length a minimum of two inches as you move up the valley to,insure-prop : ater shedding. =T t- ,' : yr In the event some wrinkles are created while fastening down a course of felt, slice the wrinkles and fasten them flat to the deck. Then seal the cuts with wateraroofinsz cement. Installation of the primary roof covering (ex. Shingles) is recommended after felt installation. NOTE: LOCAL BUILDING CODES MAY REQUIRE A DIFFERENT PATTERN AND/OR SPECIFIC FASTENER TYPES THAN RECOMIV THESE INSTRUCTIONS. PLEASE CONTACT YOUR LOCAL BUIL ADMINISTRATOR FOR THE EXISTENCE OF REGIONALLY SPEC FASTENING REQUIREMENTS. ASTENING NDED BY ING CODE Affift— W/ Acgtetltl'ec CONSTRUCTION MATERIA It, T E C H N 0 L 0 6 1 E 8 Ckc: LABORATORY TEST RESULTS Report for: Warrior Roofing Manufacturing Attention: 3050 Warrior Road Tuscaloosa, AL 35405 Crew Product ID(s): #30 Manufacturer: Warrior Roofing Tuscaloosa, AL!l Manufacturing PRI -CMT Project No.: WRMI-008-02-02 Source: Warrior Roofing Manufacturing Date Received: Jul. 24, 2008 1 Date(s) Tested: Jul. 29, 2008 Aug. 8, 2008 Purpose: Evaluate Warrior Roofing Manufacturing's (Tuscaloosa, with ASTM D 226: Standard Specification for Asph Felt Used in Roofing and Waterproofing. Test Methods: Testing was completed as described in ASTM D 226 Standard Specification for Asphalt -Saturated Organic Felt Waterproofing. Test methods assigned or referenced ii Standard Test Method for Density of Semi -Solid B Pycnometer Method); ASTM D 146: Standard Test Meth( Testing Bitumen -Saturated Felts and Woven Fabric Waterproofing; and ASTM D 6136: Standard Test Method of Unsaturated (Dry) Felt by Vacuum Method. Sampling: 30 for compliance aturated Organic i, -05, and -97a: ed in Roofing and ude ASTM D 70: vinous Materials for Sampling and for Roofing and Kerosine Number The sample received from Warrior Manufacturing on July 24, 2008 was a full factory labeled roll of felt. The test results, opinions, or interpretations are based on the material supplied by the client. This report is for the exclusive use or stated client. No reproduction or facsimile in any form can be made without the client's permission. This report shall not be reproduced except in full without the written approval of this laboratory. PRI Construction Materials Technologies LLC assumes no responsibility nor makes a performance or warranty statement for this material or products and processes containing this material in connection with this report. PRI Constructlon Matarials Technologies LLC 6408 Banger Drive Tampa, FL M610 TO 813621.5777 Fax 813621-5840 e -mad materialstestingtapr"I.com WebSite: htlpAwrw pncnt com Warrior Roofing Manufacturing ASTM D 226 for 30 Page 2 of 3 Results of Testing: Property.. Result Requirement Type I Type 11 r. Physical Requirements Breaking Strength (Ibf/in-width) 20 specimens; 1" x 6" x thickness; Cond. 2h @ 73.413.6°F & 5015%RH; Test a 73.4±3.6°F• Rate=2in/min ASTM D 146 Longitudinal (with fiber grain) 66 2:30 i40 Transverse (across fiber grain) 30 a 15 2:20 Pliability (Pass/Faill 10 specimens; 1" x 8" x thickness; Cond. 10-15min in water @ 77±1.8°F; Test 900 around radius in 2s ASTM D 146 radius radius Longitudinal (with fiber grain) Pass No Failures No Failures Transverse (across fiber grain) Pass No Failures No Failures Loss on Heating (weight %) 2 specimens; 12" x 6" x thickness; Test Cond. 221±5°F for 5h±3min ASTM D 146 2 S4 S4 Dimensions and Masses Width of Roll (in) ASTM D 146 36 36 36 Variation, % 0.3 t 0.7 10.7 Area, min (ft 2) ASTM D 146 216 432 216 Moisture at Point of Manufacture (%) ASTM D 146 NT 5 4.3 S4.1 As Received' 3.0 5 4.3 5 4.1 Net Mass of Saturated Felt (Ib/100ft2) ASTM D 146 27.3 2:11.5 z 26 Mass of Saturant (Ib/100ft) ASTM D 146 15.9 6.2 z 15.0 Percent Saturation (%) ASTM D 226 150 120 150 Saturation Efficiency (%) ASTM D 226 NA 2:70 Mass of Desaturated Felt (Ib/1001t) ASTM D 146 10.6 z 5.2 10.0 Ash (%) ASTM D 146 4.0 10.0 510.0 Continued on Following Page WRMI-008-02-02 PRI -CMT Accreditations: IAS TL -189: Miami -Dade 11-0429.05: Florida TST5878: Los Angeles TA24819: CRRC The test results, opinions, or interpretations are based on the material supplied by the client. This report is for the exclusive use of stated client. No reproduction or facsimile in any form can be made without the client's permission. This report shall not be reproduced except in full without the written approval of this laboratory. PRI Construction Materials Technologies LLC assumes no responsibility nor makes a performance or warranty statement for this material or products and processes containing this material in connection with this report. PRI Construction Materials Technologies LLC 6408 Badger Dnve Tampa. FL 33610 Tel: 813621-5777 Fax 813621.5840 e•ma l materialstesbng®prirmtcorn WebSde: htlpJA vww.priunLcom Warrior Roofing Manufacturing ASTM D 226 for 30 Page 3 of 3 Perforated Felt (in) ASTM D 226 NA --50.05 Average Venting Area (%) ASTM D 226 NA >_ 0.1 ••• Other Unrolling @ 50°F and 140°F [Pass/Fail] ASTM D 226 Pass No Damage No Damage Note(s): 1- Moisture (As Received) was utilized in lieu of Moisture at Point of Manufacture NT- Not Tested; NA- Not Applicable Statement of Compliance: The product tested is compliant with ASTM D 226: Standard Specification for Asphalt -Saturated Organic Felt Used in Roofing and Waterproofing as Type II (No. 30). Signed: Signed: Brad rzybow i Managing Director Date: ! /G / Date: Report Issue History: Issue # Date I Pages I Revision Description (if applicable) Original 07/24/2008 3 NA Revision 11/09/2011 3 Revised to exclude reference to Florida Building Code 2007. Reissued. END OF REPORT WRMI-008-02-02 PRI -CMT Accreditations: IAS TL -189: Miami -Dade 11-0429.05: Florida TST5878; Los Angeles TA24819: CRRC The test results, opinions. or interpretations are based on the material supplied by the client. This report is for the exclusive use of stated client. No reproduction or facsimile in any form can be made without the client's permission This report shall not be reproduced except in full without the written approval of this laboratory. PRI Construction Materials Technologies LLC assumes no responsibility nor makes a performance or warranty statement for this material or products and processes containing this material in connection with this report. PRI Consiruction Materials Technologies LLC 6408 Badger Drive Tampa. FL 33610 Tel 813621.5777 Fax: 813621.5840 e-mail: me•,erialstesting@pricmt.com WebSite' hltp'/AvNW.oncmt Com CBUCK Engineering Specialty Structural Engineaerinq CBUCK, Inc. Certificate of Authorization 118064 Evaluation Report MMI -2" Off Ridge Vent Ridge Vent Assembly Manufacturer: Millennium Metals, Inc. 10200 Eastport Road Jacksonville, FL 32218 877) 358-7663 for Florida Product Approval FL 16568.1 R1 Florida Building Code 5th Edition (2014) Per Rule 61G20-3 Method: 2 - B Category: Roofing Sub - Category: Roofing Accessories that are an Integral Part of the Roof System Product: "MMI -2" Off Ridge Vent Material: Steel Support: Wood Deck Prepared by: James L. Buckner, P.E., SECB Florida Professional Engineer # 31242 Florida Evaluation ANE ID: 1916 Project Manager: Youry Demosthenes Report No. 14-104-MM12-StORV-ER-14 Date: 2 / 26 / 15 Contents: Evaluation Report Pages 1— 7 S.cv. lbabwt Sal M ORb..ic fuMnlldl s L. B(J 11GENSF' F,p No 31242 CC= T1. STATE OF FIORIOP •' ( 7 11111111 OWlaW S'Kned by: James l &xkm,. O.E. CBUCK, Inc. 2015.03.0210:57:51 -05'00' 1399 N. Killian Drive, Suite 4, West Palm Beach, Florida 33403 Phone: (561)491-9927 Fax: (561)491-9928 Website: www.cbuckinc.net FL #: FL 16568.1 R1 Date: 2/26/15 CBUCK Engineering Page rt No.: 25- 0104- MM2-St0RV-ER 14 Specialty Structural Engineering CBUCK, Inc. Certificate of Authorization +x8064 Manufacturer: Product Name: Product Category: Millennium Metals, Inc. MMI -2" Off Ridge Vent Roofing Product Sub -Category Roofing Accessories that are an Integral part of the Roofing System Compliance Method: State Product Approval Rule 61G20-3.005 (2) (b) Product/System "MMI -2" Off Ridge Vent Description: Steel off ridge vent for shingle roofs mechanically attached to Plywood Deck. Product Assembly as Refer to Page 4 of this report for product assembly structural components: Evaluated: 1. Off Ridge Vent 2. Fasteners 3. Roof Cement Support: Type: Wood Deck Design of support and its attachment to support framing is outside the scope of this evaluation.) Description: 15/32 (min.) or greater plywood, or Wood plank (min. specific gravity of 0.42) Slope: 2 : 12 or Greater Performance: Wind Uplift Resistance Design Uplift Pressure: - 75 PSF Allowable design pressure for allowable stress design (ASD) with a margin of safety of2to1. FL #: FL 16568.1 R1 Date: 2/26/15 CSUCK Engineering Page rt No.: 3 -- 104- MM2-StORV-ER_14of7 Speclalty Structural Englne?PfInQ DUCK, Inc. Certificote of Authorization #8064 Performance Standards: The following test protocols were performed to demonstrate compliance with the intent of the code as this product is not addressed specifically in the code. ASTM E330-02 — Standard Test Method for Structural Performance of Exterior Windows, Doors, Skylights and Curtain Wolls by Uniform Static Air Pressure Difference Code Compliance: The product described herein has demonstrated compliance with Florida Building Code 5th Edition (2014), Section 1709.2. Evaluation Report This product evaluation is limited to compliance with the structural requirements of Scope: the Florida Building Code, as related to the scope section to Florida Product Approval Rule 61G20-3.001. Limitations and • She of "Limitations and Conditions of Use" for this evaluation: Conditions of Use: This evaluation report for "Optional Statewide Approval" contains technical documentation, specifications and installation method(s) which include Limitations and Conditions of Use" throughout the report in accordance with Rule 61G20-3.005. Per Rule 61G20-3.004, the Florida Building Commission is the authority to approve products under "Optional Statewide Approval'. ODtion for aaDlication outside "Limitations and Conditions of Use" Rule 61G20 -3.005(1)(e) allows engineering analysis for "project specific approval by the local authorities having jurisdiction in accordance with the alternate methods and materials authorized in the Code". Any modification of the product as evaluated in this report and approved by the Florida Building Commission is outside the scope of this evaluation and will be the responsibility of others. Refer to applicable building code section for ventilation requirements. Design of support system is outside the scope of this report. Fire Classification is outside the scope of Rule 61G20-3, and is therefore not included in this evaluation. This evaluation report does not evaluate the use of this product for use in the High Velocity Hurricane Zone code section. (Dade & Broward Counties) Quality Assurance: The manufacturer has demonstrated compliance of roof panel products in accordance with the Florida Building Code and Rule 61G20-3.005 (3) for manufacturing under a quality assurance program audited by an approved quality assurance entity through Keystone Certifications, Inc. (FBC Organization #: QUA 1824). FL #: FL 16568.1 R1 Date: 2/26/15 CBUCKEngineerinq Page rt No.: 15- 0104- MM2-St0RV-ER_14 Speclalty Structural Engineertnq CBUCK, Inc. Certificate of Authorization 78064 Components/Materials Ridge Vent: "MMI -2" Off Ridge Vent by Manufacturer): Material Type 1: Steel Thickness: 26 gauge (min.) Yield Strength: 40 ksi min. Corrosion Resistance: In compliance with FBC Section 1507.4.3: ASTM A792 coated, or ASTM A653 G90 galvanized steel Nominal Dimensions: Width: 24" Height: 4 -1/2 - Lengths: 2', 4', 6', 8' and 10' Fastener(s): Base Fastener: Purpose: Attaches Ridge Vent Base Flange to Deck Type: Annular Ring Shank Roofing Nails Size : 11 gauge x 1-1/2" Corrosion Resistance: Per FBC Section 1506.5 Standard: Per ASTM F 1667 Alternate Fastener: Purpose: Attaches Ridge Vent Base Flange to Deck Type: Hex -Head Wood Screw Size : #10 x 1-1/2" (min.) Corrosion Resistance: Per FBC Section 1506.6 and 1507.4.4 Standard: Per ANSI/ASME 818.6.4 Roof Cement: Type: Asbestos -free asphalt based roof cement w/ SBS rubber Application Size : 1/4" thick minimum Standard: Per ASTM D 3019 Type III and ASTM D 3409 FL #: FL 16568.1 R1 Date: 2/26/15 CBUCKEngineering RepoPage rt No.: 55- 0104- MM2-StORV-ER_14 ISpecialtt j Structural Engineering CBUCK, Inc. Certificate of Authorization #8064 Installation: Installation Method: Refer to drawings on Pages 6-7 of this report.) Prepare deck opening by trimming any shingles & nails that may interfere with ridge vent installation. Apply roof cement to the underside, back and side flanges of the ridge vent. Cement should be a 1/4" thick and extend 2" onto roof underlayment. (Install cement in compliance with manufacturer's installation guidelines.) Position vent flange beneath loosened shingles and align with deck opening. Attach vent top, bottom and side flanges to deck with nails or screws spaced 4" o.c. and 1-1/2" from each end. Minimum fastener penetration thru bottom of support, 3/16". Install the "MMI -2 Off Ridge Vent" assembly in compliance with the installation method listed in this report and applicable code sections of FBC 5th Edition (2014). The installation method described herein is in accordance with the scope of this evaluation report. Refer to manufacturer's installation instructions as a supplemental guide for attachment. Referenced Data: 1. ASTM E330-02 Uniform Static Air Pressure Difference Test Architectural Testing, Inc.(FBC Organization #TST ID: 1527) Report #: D0249.02-450-18, Report Date: 8 / 29 / 13 2. Quality Assurance By Keystone Certifications, Inc. (QUA ID: 1824) Millennium Metals Licensee # 423 3. Certification of Independence By James L. Buckner, P.E. @ CBUCK Engineering FBC Organization # ANE 1916) FL #: FL 16568.1 Rl Date: 2/26/15 CBUCK Engineerinq Page Report No.: 165--104-MM2-5tORV-ER 14 of 7 SpPclalty Structural Englnepring CBUCK, Inc. Certificate of Authorization #8064 Installation Method Millennium Metals, Inc. MMI -2" Steel Off Ridge Vent Attached to Wood Deck 4 1/2i n. I Profile Drawings 5-1/2, 1z, 18-1/4, 3' r• —rte Side View (Not To Scale) Typical Fastener(s) 11 Gauge Ring Shank Roofing Nail OR 10 min. Wood Screws MMI -2" Steel Off Ridge Vent Typical Fastener(s) 11 Gauge Ring Shank Roofing Nail OR 10 min. Wood Screws Plywood Deck Lower Slope Front) Typical Side View (Not To Scale) Higher Slope Back) FL #: FL 16568.1 R1 Date: 2/26/15 CBUCK Engineering Page rt No.: 15--104-MM2-StORV-ER 14 Speclalty Structural Englneertng CBUCK, Inc. Certificate of Authorization #8064 Installation Method Millennium Metals, Inc. MMI -2" Steel Off Ridge Vent Attached to Wood Deck 1 1/2" o.c. 1 1/2" 4" o.c. 4" o.c. Typical, Maximum Typical Fastener(s) 11 Gauge Ring Shank Roofing Nail Base FlangeOR 10 min. Wood Screws Top Plan View (Not To Scale) Typical Fastening Pattern) 0I Nominal Lengths 4 Ft. 6 Ft. 8 Ft. 10 Ft. Jai , - • • Typical Fastener(s) 11 Gauge Ring Shank Roofing Nail OR 10 min. Wood Screws 24" Typical Ridge Vent Assembly Isometric View (Not To Scale) DEC 0 8 2015 BMP INTERNATIONAL, INC. "5": -- MECHANICAL UNIT STEEL TIE -DOWN CLIP: AT GRADE & ROOF -TOP MOUNTED APPLICATIONS tCENTER OF GRAVITY RESULT ASSUMED 70 ACT AT THE uJGEOMETRICCENTEROFTHE MECHANICAL UNIT. THIS INSTALLATION IS INTENDED FOR A VNR-170 MRL EXPOSURE'S'. THIS DESIGN MECHANICAL UNIT MUST BE CRITERIA CORRESPONDS TO TABLE S SQUARE OR RECTANGULAR, x vl NO IRREGULAR SHAPES. v 4 CHECK MAXIMUM UNIT HEIGHT RESTRICTION 1SHn1yW O W CHECK TO SEE THAT THE STAND DOES NOT EXCEED SO' IN HEIGHT S CHECK MINIMUM UNIT WIDTH RESIRICnON jUftIT WIDTH IS 48' WHICH IS GREATER THAN THE MINIMUM ALLOWABLE WIDTH O 24- i- MAX. p. HOST STRUCTURE DESIGN AOOITIOMALLY, THIS UNIT MAT BE INSTALLED ON ROOF -TOP HEIGHTS GREATER BY OTHERS. SEE DESIGN 7HAH SOFT AND LESS 711411 100 FT. SEE (-) ON TABLE S FOR THE NUMERICAL SCHEDULES FOR VALUES Oi ANIS D[SifJN Exv4PLE ALLOWABLE SUBSTRATES MECHANICAL UNIT 1 TIE -DOWN ISOMETRIC 1 1' - 1'4' ISOMETRIC 3' MAX TYP. SLB MIN. WEIGHT, MECHANICAL UNIT PER SEPARATE CERTIFICATION, TYP. iCENTER OF r AREA SEE DESIGN GRAVIN / SCHEDULE FOR AREA SURFACE AAND DESIGN PRESSURE, TYP. STEEL TIE -DOWN CLIPS. 1,2 SEE DETAIL 1/3 B 2/3FORCLIPINFORMATION, 3 IYP. r 3' MAX TYP. MAX ur TYP. J•TALSGN L50, PER CORNER WILL VARY PER CONNECTION TYPES CI -C4 ON SHEET TIE -DOWN CLIP DIRECTIVE EXAMPLE THE FOLLOWING EXAMPLE ILLUSTRATES THE PROCEDURE USED TO DETERMINE THE MAXIMUM ALLOWABLE ROOF -TOP INSTALLATION HEIGHT, N, FOR ANY GIVEN MECHANICAL UNIT THAT CONFORMS TO THE DIMEUSION RESTRICTIONS AND DESIGN CRITERIA LISTED HEREIN. SEE SHEETS 4•S FOR DESIGN SCHEDULES.) MECHANICAL UNIT CRITERIA: CONSIDER THE INSTALLATION OF (1) MECHANICAL UNIT WTTH THE FOLLOWING CRITERIA- VUR -170 MPH, EXPOSURE TI• 48- TALL • 48- DEEP . 48- WIDE, 100 LB (WEIGHT AS VERIFIED 8Y OTHERS) INSTALLED TO 3000 PSI MIM CONCRETE WITH (1)•Y CLIP AT EACH CORNER OF UNIT (TOTAL O (4) CLIPS) PROCEDURE: PROCEDURE STEP RESULT 1 DETERMINE THE CONNECTION TYPE BASED ON THE DIAGRAMS ON SHEET 2 CONNECTION TYPE 3 2 DETERMINE WHICH DESIGN SCHEDULE TABLE TO USE THIS INSTALLATION IS INTENDED FOR A VNR-170 MRL EXPOSURE'S'. THIS DESIGN CRITERIA CORRESPONDS TO TABLE S 3 DETERMINE LARGEST FACE AREA OF MECHANICAL UNIT TO BE INSTALLED 48-.48--16R- THIS UNIT HEIGHT OF 4M IS EQUAL TO THE MAXIMUM ALLOWABLE HEIGHT OF 48-. 4 CHECK MAXIMUM UNIT HEIGHT RESTRICTION MOTE. THIS PRODUCT APPROVAL ALLOWS TME UMIT TO BE INSTALLED ON TOP OP AN A/C STAND THAT IS A MAXIMUM SO' TALL IPAM A/CSTAND A UTILIZED, CHECK TO SEE THAT THE STAND DOES NOT EXCEED SO' IN HEIGHT S CHECK MINIMUM UNIT WIDTH RESIRICnON jUftIT WIDTH IS 48' WHICH IS GREATER THAN THE MINIMUM ALLOWABLE WIDTH O 24- TMLS UNIT MAV BE INSTALLED AT ROOF HEIGHTS LESS THAN OR EQUAL TO IS FT. 6 DETERMINE THE ALLOWABLE ROOF -TOP HEIGHT OF THE INSTAIlATON AOOITIOMALLY, THIS UNIT MAT BE INSTALLED ON ROOF -TOP HEIGHTS GREATER 7HAH SOFT AND LESS 711411 100 FT. SEE (-) ON TABLE S FOR THE NUMERICAL VALUES Oi ANIS D[SifJN Exv4PLE DESIGN NOTES: = Tk THIS PRODUCT HAS BEEN DESIGNED IN ACCORDANCE WITH ASCE 7-30 AND THE FL06 Fn BUILDING CODE FOR USE WITHIN AND OUTSIDE THE NIGH VELOCITY HURRICANE SONI*9 INDICATED IN THE ACCOMPANYING DESIGN SCHEDULES. THE DESIGN CRITERIA USED T& CALCULATE THE ALLOWABLE ROOF -TOP HEIGHTS CONSIDERS ASCE 7.10 SECTION 29.5.1 FOR ROOF TOP HEIGHTS (H) 560 FT AND SECTION 29.5 FOR ROOF TOP HEIGHTS (H),60 Fl 6 SECTION 29.4.1 FOR INSTALLATIONS AT GRADE (GC.L_.-3.10 WITHIN THE MVH2, OC.X-,-I.9D OUTSIDE THE MUHL (GC. I.S FOR ALL LOCATIONS (CONCURRENT). ALL OTHER DESIGN VARIABLES ARE IN ACCORDANCE WITH ASCE 7.10 CHAPTERS 26 6 29. THEHEIGHTS LISTED IN THE DESIGN SCHEDULES REPRESENTTHE ALLOWABLE HEIGHT OF THE BUILDING. THIS PRODUCT APPROVAL ALLOWS FOR EACH UNIT TO BE INSTALLED ON A MAXIMUM 30' TALL A/C STAND (CERTIFICATION BY OTHERS) ON TOP OF THE HEIGHTS LISTED IN THE DESIGN SCHEDULES. GENERAL NOTES: 1. THIS PRODUCT HAS BEEN DESIGNED AND SHALL BE FABRICATED IN ACCORDANCE WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 6 ASCE 7-10. THIS PRODUCT MAY BE USED WITHIN AND OUTSIDE THE HIGH VELOCITY HURRICANE ZONE 2. NO 33.1/31 INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE DESIGN OF THIS SYSTEM. 3. DESIGN IS BASED ON CLIENT PROVIDED PRODUCT AND DIE SHEETS FROM TEST REPORTS 1111.019703874• .TEL 019703878 BY TESTING EVALUATION LABORATORIES, INC.. NO SUBSTITUTIONS WITHOUT WRITTEN APPROVAL BY THIS ENGINEER SHALL BE PERMITTED. 4. MAXIMUM 6 MINIMUM DIMENSIONS AND MINIMUM WEIGHT OF MECHANICAL UNIT SHALL C0NFORM TO SPECIFICATIONS STATED HEREIN. ALL MECHANICAL SPECIFICATIONS CLEAR SPACE, TONNAGE. ETC) SMALL BE AS PER MANUFACTURER RECOMMENDATIONS AND ARE THE EXPRESS RESPONSIBILITY OF THE CONTRACTOR. S. FASTENERS TO 6e I12 X)." OR GREATER SAE GRADES UNLESS NOTED OTHERWISE. TAPCONS REFERRED 70 HEREIN SHALL BE ITW BUILDER BRAND, CARB014 STEEL ONLY. INSTALLED TO 3000 PSI MIN CONCRETE SEE ANCHOR SCHEDULE FOR ANCHOR REQUIREMENTS. ALL FASTENERS SHALL HAVE APPROPRIATE CORROSION PROTECTION TO PREVENT ELECTROLYSIS. 6. ALL STEEL CLIPS SHALL BE ASTM A283 STEEL (GRADE D) WITH FY -33 KSI OR BETTER. ALL STEEL MEMBERS SHALL BE PROTECTED AGAINST CORROSION WITH AN APPROVED COAT OF PAINT. ENAMEL OR OTHER APPROVED PROTECTION. G90 -RATED COATING REQUIRED FOR ALL COASTAL IMSTALLATIOHS. 7. ALL CONCRETE SPECIFIED MERLIN IS NUT PART OF THIS CERTIFICATION. AS A MINIMUM, ALL CONCRETE SHALL BE STRUCTURAL CONCRETE 4- MIN. THICK AND SHALL HAVE MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI. UNLESS NOTED OTHERWISE. 8, THE CONTRACTOR IS RESPONSIBLE TO INSULATE ALL MEMBERS FROM DISSIMILAR MATERIALS TO PREVENT ELECTROLYSIS. 9. ELECTRICAL GROUND. WHEN REQUIRED, TO BE DESIGNED B INSTALLED BY OTHERS. 10. THE ADEQUACY OF ANY EXISTING STRUCTURE 70 WITHSTAND SUPERIMPOSED LOADS SHALL BE VERIFIED BY THE ONSITE DESIGN PROFESSIONAL AND IS HOT INCLUDED IN THIS CERTIFICATION.EXCEPT AS EXPRESSLY PROVIDED HEREIN, NO ADDITIONAL CERTIFICATIONS OR AFFIRMATIONS ARE INTENDED. 11. THE SYSTEM DETAILED HEREIN IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SPECIFIC SITE. FOR SITE CONDITIONS DIFFERENT FROM THE CONDITIONS DETAILED HEREIN, A LICENSED ENGINEER OR REGISTERED ARCHITECT SHALL PREPARE S1TE SPECIFIC DOCUMENTS FOR USE IN CONJUNCTION WITH THIS DOCUMENT. 12. WATER -TIGHTNESS OF EXISTING MOST SUBSTRATE SHALL BE THE FULL RESPONSIBILITY OF THE INSTALLING CONTRACTOR CONTRACTOR SMALL ENSURE THAT ANY REMOVED OR ALTERED WATERPROOFING MEMBRANE IS RESTORED AFTER FABRICATION AND INSTALLATION OF STRUCTURE PROPOSED HEREIN. THIS ENGINEER SHALL NOT BE RESPONSIBLE FOR ANY WATERPROOFING OR LEAKAGE ISSUES WHICH MAY OCCUR AS WATER -TIGHTNESS SMALL BE THE FULL RESPONSIBILITY OF THE INSTALLING CONTRACTOR 13. FOR AN EXPLANATION OF EXPOSURE CATEGORIES THAT ACCOMPANY THE Vult WIND SPEEDS USED IN THIS APPROVAL. SEE SECTION 26.7.3OF ASCE 7.10. c m=e Inc Y W 15-2378 R i i I 1• CUPS 3• MAX 0\ 3• MAX JAJ( c1 CONNECTION TYPE Cl 1CUP - UTIUZE (1) AT EACH CORNER FOR A 70TAL OF (4) PER UNIT 2• CLIPS 3. MA% TYP. 3 5O 3- TYP. rn. 11 CLIPS 3• MAX TYP. O1 Y MAX \ M / TYP. N\N\0'JTKTYP. ANCHOR SCHEDULE: 1" CLIPS SUBSTRATE DESCRIPTION 1)-S/16.0 CARBON STEEL 36 WN..W ITW BUIIDEX TAPCON, CONCRETE: 2Y.' RILL EMBED TO M THICK MIN, CONCRETE, 31L' MIN. 3000 PSI MIN.) EDGE DISTANCE. 3Y.' MIN. SPACINGTO AMY ADJACENT ANCHOR. ALUMINUM:(I Y014 SAE GRADES 0.125• Mtn. SHEET METAL SCREW TO THICK, 60046 ALUMINUM, PROVIDE (S) MIN. ALUMINUM) MTC"ES MIN. PAST THREAD PLANE STEEL: 1)-014 W GRADE S 0.125' MIN. SHEET METAL SCREW TO THICK. 33 KSI STEEL, PROVIDE (s) MIN. STEEL) PITCHES MIN. PAST THREAD MANE a CONNECTION TYPE C2 1• CLIP - UTILIZE (2) AT EACH CORNER FOR A TOTAL OF (8) PER UNIT Z\ 36 WN..W x 3• Lx--' TYP. '\, CUPS TYPAr 2" CLIPS SUBSTRATE I) -S/ 16.0 CARBON Sfbr RTW BUIIDEX TA" CONCRETE: 2Y. • FULL EMBED TO 0' THICK MIN, CONCRETE, 3)E.' MIN. 3000 PSI MIN.) EDGE DISTANCE, 33:' MIN. SPACING TO Atlr ADJACENT ANCHOR. ALUMINUM: (2)•011 SAE GRADE S 0.125 MIN. SHEET METAL SCREWS TO THICK, 6061-T6 ALUMINUM, PROVIDE (S) MIN. ALUMINUM) PITCHES MIM. PAST THREAD PLANE STEEL: (2)-1 SAE GRADE 5 0.12S-0 IN SHEET META, SCREWS TO THIOL. 33 Ksl STEEL. Mmol (S) MIN. STEEL) PITCHES MIN. PAST THREAD PLANE EMBEDMENT AND EDGE DISTANCE EXCLUDES FINISHES, D AM UCABLE. ENSURE MINIMUM EDGE DISTANCE AS NOTED IN ANCHOR SCHEDULE. SEE DETAILS ON SHEET 3 FOR ANCHORS ATTACHING TO MECHANICAL UNIT. UNIT WIDTH 6' MAX ) 6• MAX CLIP OFFSET 1 CLIP PAIR SPACING CUP OFFSET A 3' TYP MECHANICAL 1 -CUP -CUP UNIT PER SPACING SEPARATE CERTIFICATION U7ILIZE (4) CUPS EA SIDE OF UNIT FOR A TOTAL OF B) PER UNIT CONNECTION TYPE C3 5 ALTERNATE 8 CLIP DETAILc3CONNECTIONTYPEC4 2• CLIPS - UITU2E (1) AT EACH CORNER FOR A TOTAL OF (6) PER UNIT C4 2• CUPS - UTIUZE (2) AT EACH CORNER FOR A TOTAL OF L) PER UNIT 3 N.T.S. PLAN VIEW THIS DETAIL MAY BE USED AS AN ALTERNATE GEOMETRIC PATTERN FOR ALL CONNECTION TYPES THAT UTILIZE (2) CLIPS AT EACH CORNER FOR A TOTAL OF (8) CUPS PER UNIT. Ll 15-2378 0 FACTORY -MILLED Y00 HOLES; UTILIZE (1) OR (2) ANCHORS % V00 FROM 2' CUP ANCHOR SCHEDULE, TYP. 0.50' 2 2" CLIP ISOMETRIC DETAIL 3 N.T.S. ISOMETRIC MECHANICAL UNIT BY OTHERS. ALUMINUM HOUSING UNITS SMALL BE 6063-T6 MIN ALUMINUM SHEET WITH Fty.30 KSI, 0.125' MIN. THICKNESS, STEEL HOUSING UNITS SHALL BE ASTM A6S3 Fy.33KSI MIN. STEEL, GRADE 33, 22GA MIN. (t.0.0299•). 0.066' THICK ASTM A283 STEEL CLIP, TYP. BASE OF UNIT SMALL BE FLUSH WITH BASEOFCLIP, NO SPACE PERMITTED, TYP. FOR ANY CUP LONGER THAN 10' 0.19' UTILIZE (S)-112 SAE METAL SCREWS FOR CLIPS LONGER THAN V. PROVIDE TYP. GRADE S SHEET FOR EACH SMS, TVP. FOR EACH SMS, TYP. ANCHOR PER METAL SCREWS, TYP. ANCHOR i SCHEDULE o.o6e• THICK 3/8' SCHEDULE ASTM A283 yt STEEL. TYP. 80 o 3 g u 3)-112 SAE GRADES y 6z SHEET METAL SCREWS t, 8 0 NGFOR CUPS UP TO S' LO. UTIUZE (S)-• 12 .- 0 SHEET METAL SCREWS i 0 FOR CUPS LONGER THAN S% TYP. Y'0 HOLE, W. ANCHOR YOFROMI' 0.7 CLIP ANCHOR SCHEDULE, TYP 0 OTHER DIMENSIONS 2 00.375' SIMILAR) 1" CLIP ISOMETRIC DETAIL 3 N.T.S. ISOMETRIC 0.125• 0.072' OR0. 113' THICK OASTMA283 STEEL, TYP. 3)-* 12 SAE GRADE S I jUn( SHEET METAL SCREWS FOR CUPS 4' LOW. UTILIZE (4)•12 SHEET t METAL SCREWS FOR CUPS LONGER THAN M, TYP. IN WO HOLES, NOT TO BE USED FOR ANCHORS, TYP. 375' 00' i o.SO' FACTORY -MILLED Y00 HOLES; UTILIZE (1) OR (2) ANCHORS % V00 FROM 2' CUP ANCHOR SCHEDULE, TYP. 0.50' 2 2" CLIP ISOMETRIC DETAIL 3 N.T.S. ISOMETRIC MECHANICAL UNIT BY OTHERS. ALUMINUM HOUSING UNITS SMALL BE 6063-T6 MIN ALUMINUM SHEET WITH Fty.30 KSI, 0.125' MIN. THICKNESS, STEEL HOUSING UNITS SHALL BE ASTM A6S3 Fy.33KSI MIN. STEEL, GRADE 33, 22GA MIN. (t.0.0299•). 0.066' THICK ASTM A283 STEEL CLIP, TYP. BASE OF UNIT SMALL BE FLUSH WITH BASEOFCLIP, NO SPACE PERMITTED, TYP. SUBSTRATE PER ANCHOR SCHEDULE VARIES) 1" TIE -DOWN CLIP 31 ANCHOR DETAIL 3 3' . 1'-0' DETAIL CUP IS DESIGNED FOR FULL CONTACT WITH THE BASE OF EACH MECHANICAL UNIT, TYP. MECHANICAL UNIT BY OTHERS. ALUMINUM HOUSING UNITS SHALL BE 6063.76 MIN. ALUMINUM SHEET WITH Fty.30 KSI, 0.125' MIN. THICKNESS, STEEL HOUSING UN17S SHALL BE ASTM A6S3 FY-33XSI MIN. STEEL, GRADE 33, 22GA MIN. (t.0.0299'). 0.072. OR 0.113' THICK ASTM A283 STEEL CUP, TYP. BASE OF UNIT SHALL BE FLUSH wITH BASE OF CLIP, NO SPACE PERMITTED, TYP. 3)-112 SAE GRADE S SHEET METAL SCREWS FOR CUPS UP TO S' LONG. UTILIZE (S)-012 SHEET METAL SCREWS FOR CLIPS LONGER THAN V. PROVIDE S) PITCHES MIN. PAST THREAD PLANE FOR EACH SMS, TVP. FOR EACH SMS, TYP. ANCHOR PERjANCHOR i SCHEDULE SUBSTRATE PER ANCHOR SCHEDULE VARIES) 1" TIE -DOWN CLIP 31 ANCHOR DETAIL 3 3' . 1'-0' DETAIL CUP IS DESIGNED FOR FULL CONTACT WITH THE BASE OF EACH MECHANICAL UNIT, TYP. MECHANICAL UNIT BY OTHERS. ALUMINUM HOUSING UNITS SHALL BE 6063.76 MIN. ALUMINUM SHEET WITH Fty.30 KSI, 0.125' MIN. THICKNESS, STEEL HOUSING UN17S SHALL BE ASTM A6S3 FY-33XSI MIN. STEEL, GRADE 33, 22GA MIN. (t.0.0299'). 0.072. OR 0.113' THICK ASTM A283 STEEL CUP, TYP. BASE OF UNIT SHALL BE FLUSH wITH BASE OF CLIP, NO SPACE PERMITTED, TYP. SUBSTRATE PER ANCHOR SCHEDULE VARIES) 2" TIE -DOWN CLIP a NCHOR DETAIL DETAIL CUP IS DESIGNED FOR FULL CONTACT WITH THE BASE OF EACH MECHANICAL UNIT, TYP. U Z a Z O tjI- w Z tZ Wt Z. ` a to 15-2378 E3] 3)-812 SAE GRADE 5 SHEET METAL SCREWS FOR CLIPS 1• LONG. UTILIZE (1)•112 SHEET METAL SCREWS FOR CLIPS LONGER THAN A'. PROVIDE (5) PITCHES MIN, PAST THREAD PLANE FOR EACH SMS, TYP. 1) OR (2)ANCMORS PER ANCHOR 3/8' SCHEDULE SUBSTRATE PER ANCHOR SCHEDULE VARIES) 2" TIE -DOWN CLIP a NCHOR DETAIL DETAIL CUP IS DESIGNED FOR FULL CONTACT WITH THE BASE OF EACH MECHANICAL UNIT, TYP. U Z a Z O tjI- w Z tZ Wt Z. ` a to 15-2378 E3] FMN\,I BArAADO, V.E. I Xftab 7 F4+ TABLE 1: Vult=175 MPH, EXPOSURE C TABLE 2 : Vult=175 MPH, EXPOSURE D FOR USE WITH A RISK CATEGORY 11 STRUCTURE IN THE HIGH VELOCITY HURRICANE ZONE-) FOR USE WITH A RISK CATEGORY II STRUCTURE IN THE HIGH VELOCITY HURRICANE ZONE-) ALLOWABLE ROOFTOP HEIGHT IH) ALLOWABLE ROOF -TOP HEIGHT (H) pp1:J * t TIE -DOWN CONFIGURATION TYPE f TIE -DOWN CONFIGURATION TYPE 9AC4 MAXIMUM RFACE AREA OF UNIT UNITSURFACE MAIQMUM Z'. SuULARGEST HEIGHT WIDTH Ct C2 C3 G MEA OF UNIT UNITNITYCICTC3CIUNIT'S LARGEST HEIGHT WIDTH FACE i J i 6 Fl; 24• MAX ; 12' RUN N/A GRADE GRADE 200 fAq _ _ _ + b F AT AT H S fl + 6 FT' 24' MAX 12' M_ IN N/A _ AT GRADE _ _AT GRADE H S 200 FT Ij+V W 1 9 FT 32' MAX IS' MIN _ _N/A AT GRADE AT GRADE H S 60 FT 9 TV 32' MAX IS' MIN N/A AT GRADE N/A H S 30 FT F\ .15 V' 1 TFT+ ATGRADE H1200 FY H53OFT HS200 fi II 4FT+ - A7 GRADE H s 200 R AT GRADE H S 200 FT Z V m uZi 6FT' AT GRADE HS10FT AT GRADE HS200FT 6FT' N/A HSISFT AT GRADE I HS200FF pB WW ••9 3 p9FT46' MAX 21' MIN NIA AT GRADE AT GRADE H15 160 fT 12 FT' N/A AT GRADE AT GRADE H S 40 FT 9 FT 48' MAX 24• MIN N/A AT GRADE AT GRADE H S BO FT 12 FT' N/A AT GRADE NIA AT GRADE YN3i 3 J i 16 FP N/A AT GRADE N/A A7 GRADE 16 FT' N/A AT GRADE N/A AT GRADE b W 20 FT' ( NIA AT GRADE N/A AT GRACIE I ZO FT' N/A AT GRADE N/A AT GRADE CI 25 FT' NIA AT GRADE N/A AT GRADE 60' MAX 48' MIN 25 FT' N/A _NIA N/A _ AT GRADE60' MAX 4B' MIN30FPN/A N/A N/A AT GRADE 30 FT' NJA N/A N/A AT GRADE 36 FT' N/A N/A N/A AT GRADE 1 36 FT' _ N/A N/A N/ApT GRADE THIS TABLE IS PERMISSIBLE 70 Of USED WITHIN THE HVNZ WHICH CONTAINS BROWARD AND THIS TABLE IS PERMISSIBLE TO BE USED WITHIN THE HVHZ WHICH CONTAINS LLROWARD AND u wi MIAMI•DADE COUNTIES. CHECK WITH LOCAL AUTHORITY HAVING IURISDIRION FOR THE APPLICA8Il111' MIAMI•DADE COUNTIES CHECK WITH LOCAL AUTHORITY HAVING lUR1501C110N FOR THE APPLICABILITY OF THIS TABLE WITHIN CERTAIN FLORIDA COUNTIES. OF THIS TABLE WITHIN CERTAIN FLORIDA COUNTIES. fZ. f J z2Am S < gg TABLE 3 : vult=170 MPH, EXPOSURE C TABLE 4 : Vult=170 MPH, EXPOSURE D O-• R. F r3FOILUSEWITHARISKCATEGORYIISTRUCTURE') FOR USE WITH A RISK CATEGORY It STRUCTURE•) 1d. r W C in w C ALLOWABLE ROOF -TOP HEIGHT (H) ALLOWABLE ROOF -TOP HEIGHT (H) Z k g w TIE -DOWN CONFIGURA71ON'TYPE UMF1UR=FAMR1A1FUNIT UNIT CI C2 C3 C4SLARGESTHEIGHTWIDIN FACE TIE -DOWN CONFIGURATION TYPE MAXIMUM SURFACEAREA OF UNIT UNIT UNITY LARGEST HEIGHT WIDTH C1 C2 C3 FACE C4 Lu r Z h-1 n e1•. E Ai -} GRADE t _ 1 a l6F7' 24* MAX 12" MIN N/A H5200 F7 HS200 FT6DFT<HS160FT 6FT' 24' MAX 12* MIN N/A AT GRADE H1200 FT H52OOF7 Ci60FT<NSBOFT m 9 FT' 32' MAX 1S MIN N/A H S IS FT A7 GRADE H S 200 FT60FT<N S 200 FT 9 FT' 3Y MAX 15' Mira N/A AT GRADE NIA60FT4H1200FT / H S 200 FT AT GRADE 4 FT' HS200 FT HS200 FT HS200 fT60FT<H5200FT TFT+ AT GRADE HGDFi<HSIOOff S 200 FT H S 200 FT N 5 200 Fl k t dA1g I . H510 FT 6FT' A7 GRADE HS 200 FT H520D FT60fi<Hs200 FT 6FT' N/A HS20D FT H315 FT 60 FT<N S 200IT' HS200 FT 9 FT' IB' MAX 24' MIN N/A H!5 AT GRADE200FT H S 200 FT 9 FT' 18' MAX 1 21' MIN N/A 5 15 FT00 AT GRADE H S 200 FT60R<H SBO FT 60 f7<HS260 FT• 12 FV I N/A AT GRADE N/A Hl 20D FT60FT<NS200 FT_ 12 FT'- I N/A AT GRADE N/A 6OFT<HS120FT H 1200 FT I FT' FT 1 16 N/A AT GRADE N/A H S 200 FT 16n, NIA— N/A N/A 60 FT < H 200 FT 20 F7' N/A AT GRADE N/A H S 200 FT 20 F7' N/A AT GRADE N/A s 40 FT K` i460FT< H S 200 FT la 25 FT' N/A N/A N/A HS30FT 25 FT' N/A N/A N/A AT GRADE t4llNp0fRWIl VJNLVWPS 15-23786DFT<HSzoDFT 6of7-Hs200FTSir48'MIN .. — _-____ _—_ _ - - _ _ 60'MAX OC MIN •— .. - - - 30 FT' N/A N/A N/A AT GRADE 30 FT' N/A N/A N/A AT GRADE SCALE, N F S PAW DmoupnoN! 60 FT<H 1180 FT 60 FT<HS IDD FT T— 36 FI' H/A N/A N/A AT GRADE 36 FT' N/A N/A NIA AT GRADE AS AN EXAMPLE, THIS TABLE IS PERMISSIBLE TO BE USED WITHIN PALM BEACH COUNTY. CHECK WITH LOCAL AS AN EXAMPLE, THIS TABLE IS PERMISSIBLE TO BE USED WITHIN PALM BEACH COUNTY CHECK WITH LOCAL AUTHORITY HAVING JURISDICTION FOR THE APPLICABILITY OF THIS TABLE WITHIN CERTAIN FLORIDA COUNTIES. AUTHORITY HAVING IURISDK:IION FOR THE APPLICABILITY OF THIS TABLE WITHIN CERTAIN FLORIDA COUNTIES. d TABLE 5 : Vult=140 MPH, EXPOSURE B FOR USE WITH A RW( CATEGORY IIS7RUCIURE') ALLCIWABLE ROOFTOP HEIGHT (H) llE-DOWN CONFIGURATION TYPE MAXIMUM SURFACE AREA OF UNIT UNIT Cl C2 C3 C4UNIPSLARGESTHEIGHTWIDTH FACE H s 15 FT6FT' 24'MAX 12'MIN 60Fl4HJL120F1' "5200Ff NS200Fl NS200Fl 9 FT' 32' MAK 15' MIN AT GRADE H S 200 FT H S 200 FT N S 200 FT 4 FT' I 6 FT' 9 F1' 48' MAX 12 FT' 16 FT' 20 F1' 25 FT 60'MAX 30 FT' 36 FT' HS200Fl HS20DFT FOR USE WITH A RISK CATEGORY a STRUCTURE')- R Hs200FT HS200FF I HS 40 FT 60 FT<H I200 FT HS200 FT H5200Fl H5200 FT AT GRADE24* MIN H5200 Ff HS200Fl NS200Fl60FT<H A30Fl Cl C2WIDTH — C3 C4= AT GRADE HS 200 FF S40Fl IFl<H1200FT H5200 FF N/A H S 200 Fl H S IS FT H S 200 Fi N/A 60Fl<HSIODFl UNIT'S LARGEST HEIGHI N/A Hs20DFT HSISFT H120DFT FACE N/A160Fl<HS180Fl N/A H S 40 Fl AT GRADE H S 200 Fl 48, MIN I. - 60Fl<H5200FT` 69Fl<H680F7 H/A IIS FF AT GRADE HSIODFl IS'MIN N/A 60 FT<HS 160 FT HS1WFl N/A A7 GRADE AT GRADEI H S 200 FT cc 60 FT<H S80Fl H6200FT HI200 FT TABLE 6 : Vult=140 MPH, EXPOSURE C 24' MAX FOR USE WITH A RISK CATEGORY a STRUCTURE')- R 32'MAX ALLOWABLE ROOFTOP HEIGHT (H) N/A TIF -DOWN CONFIGURATION TYPE MAXIMUM SURFACE AREA OF UNIT UNIT I 4, ymqW t111U lHEIGHT Cl C2WIDTH — C3 C4= UN11T CEFACE 60Ff <NS 180 9 F7' 48' MAX 6 FT' 24' MAX 12' MIN AT GRADE r- 9FT' 32'MAX IS'MIN N/A 4 FF' H6200 FT 6 FT' 4, ymqW t111UATGRADE TIE -DOWN CONFIGURATION TYPE NS200FT HS200FT tt J 60Ff <NS 180 9 F7' 48' MAX 24' MIN AT GRADE 32 F1' -- UNIT Cl C2 C3 N/A 16 FT' UNIT'S LARGEST HEIGHI WIDTH fl/A 20 FT' FACE N/A 2S FT' AT GRADE OFT <H%140FT AT GRADE H6200FlN/A r - 60'MAX 4Y MW b 30 FT' O Ce !t Alit 60 FT <HSIOOFl N/A 36 FV 9 F7' 32' MAX IS'MIN N/A N/A H1200 FT TABLE 7 : Vult=140 MPH, EXPOSURE D IDPI N5200Fl F' FOR USE WITH A RISK CATEGORY 11 STRUCTURE') 6D FT<H 120H120DFT I0FT ff ppi > j 1' w ALLCIWABLE ROOFTOP HEIGHT (H) Hs200 FT HS 200 FT 4, ymqW t111U TIE -DOWN CONFIGURATION TYPE NS200FT HS200FT tt J I MAXIMUM NS4OFT HS200Fl HS100Fl 60FT<HSIOOFT pWA pwQF 4 SURFACE AREA OF UNIT UNIT Cl C2 C3 C4UNIT'S LARGEST HEIGHI WIDTH 52 FACE r AT GRADE Hs20D FT HS30FT OFl cHS200Fl z AT GRADE OFT <H%140FT AT GRADE H6200Fl 6 F7' 24' MAX 12' MILL N/A Hl 200 FT H S 30 Fl II S 200 Fl b A7 GRADE N/A N 130 FT 1 69FT<NS200Fl O Ce !t Alit 60 FT <HSIOOFl 9 F7' 32' MAX IS'MIN N/A HS200FT ATG60Fl<HRADE140 HS1WFl FT Lu cc 4Fl, HS4DFl 60 FT<H 1200 FT H6200FT HI200 FT HS200FT 6FT' AT GRADE 60Fl<H 5I0OFl H5200Fl H520DFl Hs20DFl 9FY 48'MAX 24'M01 N/A H12ODFT HsISFI HSIOIIFl txi 60Fl<HINOF1 12 FT' N/A H540FT AT GRADE HS100Fl60FT<Ht200FT 60FT<HS80FT 16 F7' N/A AT GRADE N/A H S 200 Fl60FT4H5200FT 20 F1' I 1 N/A 60 AT GRADE Fl < H S 200 FYI AT GRADE H S 200 F7 25 FT' N/A AT 60 Fl H 8GRADE Fl I N/A Hl 200 FT 60'MAX 48'MIN 41- 30 FT' N/A N/A N/A H S 40 FT AS AN EXAMPLE, THESE TABLES ARE PERMISSIBLE TO BE USED WITHIN 60 FT c H S 200 FT BREVARD COUNTY. CHECK WITH LOW AUTHORITY HAVING IURISDICIION AT GRADE FOR THE APPUCABIIIIY Of THIS TABLE WITHIN CERTAIN FLORIDA COUNllES. F1' N/A N/A WA 60 FT < H S 200 Fl H1200 FT H1200FT I H1100 FG • IDPI N5200Fl F' 6D FT<H 120H120DFT I0FT ff ppi > j 1' w Hs200FT Hs200 FT HS 200 FT 4, ymqW t111UHS200FTNS200FTHS200FT tt J NS4OFT HS200Fl HS100Fl 60FT<HSIOOFT pWA pwQF 4Hs20FTAT HS20D FT60FT <HRADEE0 FT HSISF7AT GRADE HS200FT O Fl<Hs20DFl52 r AT GRADE Hs20D FT HS30FT OFl cHS200Fl z AT GRADE OFT <H%140FT AT GRADE H6200Fl 1--/ AT GRADE N/A H S 200 Fl Q b A7 GRADE N/A N 130 FT 1 69FT<NS200Fl O Ce !t Alit Z€r Lu cc z' o a 8 txi 15-2378 r FEB 10 2016 CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: p Documented Construction Value: $ , Job Address:1/ Q : p 5 (Lc2 L?QQ'/C Historic District: Yes No 3a -77i Parcel ID: r_1 Type of Work: New N Addition Alteration Description of Work: ' U [Jaid n 4 Residential 4 Commercial it Demo Change of Use Move 7 Plan Review Contact Person5 Title: Phone: Y0'% - q2 - gk,30 Fax: Emai t Ji (l'a,v, S ` 3zcc radon e /9 UM&" - Property Owner Information / Nam " e012 Phone: L U% -L 3a'3 -i 7 3 Street: 2J'3/ &SS c.`l- A Resident of property? City, State Zip: F/ 3a -771 Contractor Information Name__rC _e 1.4 )r' i 1 r A,-,-, S Phone: Street: J Sou CYfiAT O 2 Fax: City, State Zip: &f=Lan b d W C) C; State License No.: (/1.R7_ '01051y1 17 Architect/Engineer Information Name: Phone: Street: Fax: City, St, Zip: E-mail: Bonding Company: Mortgage Lender: Address: Address: 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. Application is hereby made to obtain a permit to do the work and installations as indicated. 1 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. 1 understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 51^ Edition (2014) Florida Building Code Revised June 30, 2015 Permit Application 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 at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. 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. Signature of Owner/Agent Print Owner/Agent's Name Date Signature of Notary -State of Florida Date Owner/Agent is Personally Known to Me or Produced ID Type of ID gnature of Contractor/Agent Date Print Contractor/Agent's Name Signature of Notary -State of Florida Date ANNETTE SCOTT Notary Public . Stale of Florida My Comm. Expires Jan 16. 2018 o Commission 8 FF 071760 Cont C1710 ,lit 11'undedThrtlilgrWtoad 1 1tit3 to Me or Prod BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing[] Gas[-] Roof Construction Type: Total Sq Ft of Bldg: Occupancy Use: Min. Occupancy Load: New Construction: Electric - # of Amps. Fire Sprinkler Permit: Yes No # of Heads APPROVALS: ZONING: ENGINEERING: COMMENTS: UTILITIES: FIRE: Flood Zone: of Stories: Plumbing - # of Fixtures Fire Alarm Permit: Yes No WASTE WATER: BUILDING: Revised: June 30, 2015 Permit Application CITY OF SANFORD V BUILDING & FIRE PREVENTION D PERMITITS60-5/ Application No: S - &3 0 — Documented Construction Value: St qO U (f 4(-A Job Address:/$ //D W . /J p Historic District: Yes No Parcel ID: Residential Commercial Type of Work: New 11 Addition Alteration Repair Demo Change of Use Move Description of Work: A I C f / eim nJ5 Plan Review Contact Person: LA.) 0. i422 L(LI S Title: Phone: I D`I (51 `9 SIS Fax: Email: &,O' -s 1 f til 6, ly i , t_'oypi Property Owner Information Name -Mor C 9t- &3 --- Phone: y0-7 - 3a3 - 7G3 Street: I r,S50jD &l a Resident of property? : u D City, State Zip: Contractor Information Name —RONOIF6 o u-) '51_-4gJ411,c1 Phone: VOL - 57,<7 -9S Z,5 Street: 2 S T a lF / Lt^GG /rf %• Fax: City, State Zip: .3 %D State License No.: r ln! L10 Name: Street: City, St, Zip: Bonding Company: Address: Architect/Engineer Information Phone: Fax: E-mail: _ Mortgage Lender: Address: 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. 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. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 51° Edition (2014) Florida Building Code Revised: lune 30, 2015 Permit Application NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that rrlay 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 at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. 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. Signature of Owner/Agent Date Print Owner/Agent's Name Signature of Notary -State of Florida Date Owner/Agent is Personally Known to Me or Produced ID Type of ID Signature of Contractor/Agent Date f4 Ag t zlQ Print Contractor/Agent's Name Signature o +qte o811SSIOe 178 et8 r EXPIRES: February 25, 2019 40: ti0nded TAN WhINY PuW Undernftm Contractor/Agent is Personally nown to Me or Produced ID Type of ID L 9130)_t BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing Gas[] Roof Construction Type: Total Sq Ft of Bldg: Occupancy Use: Flood Zone: Min. Occupancy Load: # of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes No # of Heads APPROVALS: ZONING: UTILITIES: ENGINEERING: COMMENTS: FIRE: Fire Alarm Permit: Yes No WASTE WATER: BUILDING: Revised: lune 30, 2015 Permit Application LIMITED POWER OF ATTORNEY Altamonte Springs, Casselberry, Lake Mary, Longwood, Sanford, Seminole County, Winter Springs Date: 0.3,/404 1/lo I hereby name and appoint: ' an agent of; to be my lawful attorney-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): N Expiration Date for This Limited Power of Attorney: License Holder Name: State License Number: Signature of License H e -,B STATE OF FLORIDA, COUNTY OF The foregoing instrument was acknowledged before me thisaday ofU)a V& 2041E__, by _ h str (''l i avt5 who is 0(personally known to me or o who has produced as identification and who did (did not) take an oath Notary Seal) yv'Y CL Print or type name Notary Public - State of SANDRA JONES Commission # FF 106103CommissionNo. -Expires Juy 5, 2018 My Commission Expires: e°e°TM°T'F'"'^w."b'°°o°'° Rev. 08.12) ECERVE) CITY OF SANFORD APR2 7 2016 3 BUILDING & FIRE PREVENTION I PERMIT APPLICATION f ,t a " BY. Application No: Documented Construction Value: S , , SOIa Job Address: 116-7 GU. 9 rh _ S t Historic District: Yes No Parcel ID: Residential Commercial Type of Work: New mAdditionEl Alteration Repair Demo Change of Use Move Description of Work:a jf ZI r:I&/ f;LL4, Plan Review Contact Person: Title: Phone: Fax: Email: Property Owner Information Name ' Z%gni y / , a P Phone: 3,,t 3 -176.3 Street: Resident of property? : 41,0 City, State Zip: '5QYt ar jr J t Contractor Information Name t11A j . 1A tom(' Phone: 3.2 ! Z - a3/p2 Street: „?0,,KD IhS dy-6 Fax: 321 aX 9 - 1 `YI Ll City, State Zip: ff'ki.SY1 f k FL, 13 7 ao State License No.: ,^'G l30e Architect/Engineer Information Name: Phone: Street: City, St, Zip: Bonding Company: Address: Fax: E-mail: Mortgage Lender: Address: 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. 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. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 51° Edition (2014) Florida Building Code Revised: June 30, 2015 Pennit Application 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 at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. 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. Si azure oro ge Difte a& V/" , , t D - Print Owner/Agent's Name Signature of Notary -State of Florida Date y /pw /V Si azure of on or/ gent Date s ytovi, 1,401,'21`02 Print Contractor/Agent's Name MY COMMISSION t FF 178648 EXPIRES: February 25, 2019 Bonded TDni Notary pubic ttndeWL.13 Owner/Agent is Personally Known to Me or Contractor/Agent is Personally Known to Me or Produced ID Type of ID Produced ID Type of ID e BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing Gas Roof Construction Type: Occupancy Use: Flood Zone: Total Sq Ft of Bldg: Min. Occupancy Load: # of Stories: New Construction: Electric - # of Amps n Ci Plumbing - # of Fixtures Fire Sprinkler Permit: Yes No # of Heads Fire Alarm Permit: Yes No APPROVALS: ZONING: UTILITIES: WASTE WATER: ENGINEERING: FIRE: BUILDING: COMMENTS: Revised: June 30, 2015 Permit Application t LIMITED POWER OF ATTORNEY Altamonte Springs, Casselberry, Lake Mary, Longwood, Sanford, Seminole County, Winter Springs Date: I hereby name and appoint: HorKP to n an agent of: Name of Company) to be my lawful attorney-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): 19 The specific permit and application for work located at: 107- -(: ' fr h S -t . San, &( Street Address) Expiration Date for This Limited Power of Attorney: License Holder Name: Frnarttufl /fir%ry State License Number: Signature of License Holder: STATE OF FLORIDA oCOUNTYOFV" CY The foregoing instrument was ac owledged before me this Zk day of AedL- 200 , by if /trl .11 U-( who is Wersonally known to me or o who has produced as identification and who did (did not))takean oath. 41'46 44--4—v Signature 1ww ' I_-^ Notary Seal) A 6S1V lk:t 5 Print or type name Alisha Marie Hansford NOTARY PUBLIC STATE OF FLORIDA corow FF122072 i Expires 5/12/2018 Rev. 08.12) Notary Public - State of -Bvn Commission No. -T-r- IUQ-jIL My Commission Expires: 5,112,1 8 Revisionin 5City of Sanford Response to Comments E3RECEIVIEDI Building & Fire Prevention Division MAY 0 4 2016 Ph: 407.688.5150 Fax: 407.688.5152 Email: building@sanfordfl.gov 5 - BY: Permit # S 2 to 3 Submittal Date Project Address: Contact: o a w. X41 34, SA Ph: 90-7— N 0 2- a vt Fax: y,9 % Email: } L MAV A n'i corv Trades encompassed in revision: General description of revision: CX'Building SITAIn poor /wwr%A0VV Plumbing Electrical Mechanical Life Safety Waste Water Department Utilities Waste Water Planning Engineering Fire Prevention ROUTING INFORMATION Approvals Building 71 4 " t 4 6WA—der- - -1 6001-15 0. U U 71 1/2- MAX. FRAME WIDTH 36 1/2" MAX. 32" MAX. PANEL WIDTH D.L.O. WIDTH 4" MAX. TYP. I-- 1_ 4" MAX T(P. 77 1/4 - MAX. PANEL HEIGHT 39" NCNSIONS OCSCMP110H MIL APPNOVCD FOR REOLI P.ED HUMBER OF ANCHORS i I REVISED PER NLYW TESTING P L D x of i SERIES 910 PVC SLIDING GLASS DOOR i THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WI1H NCNSIONS OCSCMP110H MIL APPNOVCD FOR REOLI P.ED HUMBER OF ANCHORS A I REVISED PER NLYW TESTING 05/24/20111 P L SEE CHARTS BELOW NOTES. SERIES 910 PVC SLIDING GLASS DOOR 1) THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WI1H 12) ALL FASTENERS TO BE CORROSION RESISTANT. WEEP SLOT O OF THE FLORIDA BUILDING CODE. EXTERIOR VIEW SLOT 2) WWOODD FRAMING. MININ G. STEEL FRAMING AND MASONRY OPENING i0 BE DESICI4E0 AND ANCHORED TO PROPERLf TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE USED IN MASONRY OPENING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGIH SPECIFIED BELOW: RECORD. 3) IX BUCK OVER MASONRY/CONCRETE IS OPTIONAL. WHERE IX BUCK. IS HOT USED ca DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED COATING OP. MEMBRANE. SELECTION OF COATING OR MEMBRANE IS THE RESPOHSIDILITf OF THE ARCHITECT OR Single Panel and Total lblit Width (in) ENGINEER OF RECORD. 72 3/8" 4) ALLOWABLE STRESS INCREASE OF 1/3 WAS NOT USED IN THE DESIGN OF THE MAX. PRODUCT SHOWY! HEREIN WIND LOAD DURATION FACTOR. Cd=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. D.L.O. HEIGHT 5) FRAME MATERIAL- EXTRUDED RIGID PVC .075" THICK. 38.0 480 1 60.0 6) UNITS MUST BE GLAZED PER ASTM E1300. 79 1/2" 7) APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED FOR THIS PRODUCT IN WIND in) MAX, Head Jamb BORNE DEBRIS REGIONS. 401-50PSF FRAME 8) SHIM AS P.EOUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. SHIM SIGNED: 05OW01 1 HEIGHT WHERE SPACE OF 1/16- OR GREATER OCCURS. MAY,IMUM ALLOWABLE SHIM STACK 5 5 TO BE 1/4". 9) FOR ANCHORING INTO MASONRY USE 3/16" ITW TAPCONS WITH SUFFICIENT LENGTH 5 5 r TO ACHIEVE A 1 1/4- MINIMUM EMBEDMENT INTO SUBSTRATE WITH 2 5/8" MINIMUM MI WINDOWS AND DOORS EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DWEST STREET FOR ANCHORING INTO WOOD FRAMING OR 2Y. BUCK USE #10 WOOD SCREW WITH GRANTZ, PA 17030-0370 SUFFICIENT LENGTH TO ACHIEVE A 1 3/8- MINIMUM EMBEDMENT INTO SUBSTRATE. nomatDETAILS. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. FOR ANCHORING INTO 16GA. ( 060" MIN.) STEEL FRAIAINC USE #10 SELF TAPPING SCREW WITH SUFFICIENT LENGTH TO ACHIEVE 3 -THREADS M1141MULI BEYOND SUBSTRATE MINIMUM EMBEDMENI LOCATE ANCHORS AS SHOWN IN ELEVATIONS AID pny U 9102 6 0 AVW TABLE OF C014TENTS ISHEETNO.1 DESCPIPFI014 ELEVATION, ANCHOR114G LAYOUT AND NOTES 2 - 4 I INSTALLATION DETAILS SERIES 910 PVC SLIDING GLASS DOOR NON -IMPACT ELEVATION, ANCHORING LAYOUT AND NOTES DRAW TJH 08-01157 1 OF 4 M -TAT OF ; t A, ORIOP G i`• S ONA j1E%1``N C0 v INSTALLATION DETAILS. SERIES 910 PVC SLIDING GLASS DOOR I" TO WEEP 12) ALL FASTENERS TO BE CORROSION RESISTANT. WEEP SLOT EXTERIOR VIEW SLOT N 13) INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGIH SPECIFIED BELOW: A. WOOD - MINIMUM SPECIFIC GRAVITY OF G=0.42 Q B. CONCRETE - MINIMUM COMPRESSIVE STRENGTH OF 2,000 PSI. Number ofanchor locations required C. MASONRY - STRENGIH CONFORMANCE TO ASTM C-90. GRADE N, TYPE 1 (OR Single Panel and Total lblit Width (in) N GREATER). 18.0 240 1 30.0 3S8 DESIGN PRESSURE RA TING IMPACTR477NG 1 D. STEEL FP.AM114G - 16GA. .060" MINIMUM. Height 38.0 480 1 60.0 71.5 14) APPROVED CONFIGURATIONS: X.O. OX in) Head Ijamb I Head IJamb I Head IJambj Head Jamb 401-50PSF NONE Ul) SIGNED: 05OW01 1 78.0 3 5 4 5 5 5 5 5 79.5 4 1 5 1 4 5 5 5 5 5 r MI WINDOWS AND DOORS DWEST STREET GRANTZ, PA 17030-0370 r •'GEN,q 4s i pny U 9102 6 0 AVW TABLE OF C014TENTS ISHEETNO.1 DESCPIPFI014 ELEVATION, ANCHOR114G LAYOUT AND NOTES 2 - 4 I INSTALLATION DETAILS SERIES 910 PVC SLIDING GLASS DOOR NON -IMPACT ELEVATION, ANCHORING LAYOUT AND NOTES DRAW TJH 08-01157 1 OF 4 M -TAT OF ; t A, ORIOP G i`• S ONA j1E%1``N 2.1 BUCK/WOOD FRAMING BY OTHERS, 2X BUCK TO INTERIOR FINISH BE PROPERLY SECUP,EO ` 13/16" MIN. _J BY OTHERS EDGE DIST. EY.TERIOP. FINISH - BY OTHERS E1.TERIOP. SHEATHING —' APPROVED SEALA14T BY OTHERS SILL TO BE SET BED OF APPROI CONSIRUCTION SEAL) 2X BUCK/WOOD FRAL41NG BY OTHERS, 2X SUCK TO BE PROPERLY SECURED 11 EXTERIOR 1 3/8• MIN. EMBEDMENT 1/4" MAX. SHIM J10 WOOD SCREW INTERIOR VERTICAL CROSS SECTION 2X SUCKANOOD FRAMING INSTALLATION 1 3/8' MIN EMBEDMENT INTERIOR. FINISH - BY OTHERS 13/16 MIN. EDGE DIST. 2i BUCK/WOOD FRAMING - BY OTHERS, 2X BUCK TO \, BE PROPERLY SECURED EXTRIOR SHEATHING ^ EXTERIOR F1141SH B'( OTHERS REVRSOC RCV DESCPIPDDN MIC -P*MD A I REVISED PER "EW TESTING 05/24/2011 I R E 1/4" MAX SHIM 10 WOOD SCREW INTERIOR Far ELo OLIOrJ EXTERIOR APPROVED SEALANT BY OTHERS HORIZONTAL CROSS SECTION 2X BUCKAVOOD FRAMING INSTALLATION ACTIVE JAMB SHOWN, FIXED JAMB SIMALAR MI WINDOWS AND DOORS 650 WEST MARKET STREET GRANTZ, PA 17030-0370 SERIES 910 PVC SLIDING GLASS DOOR NON -IMPACT INSTALLATION DETAILS DRgYII: pwr. XO TJH 08-01157 LE NTS D"IE 10/22/10 1 5"EE12 OF 4 J` 5 R 11L0% v:• 111*0PO O"E t•';OR10;• i' ONAi1E G` 2 5/8" MIN. MASONRY/CONCRETE EDGE DIST. I 1 BY OTHERS \ s, ° 1 1/4" MIH. OPTIONAL IX BUCK BY ' EMBEDMENT OTHERS, IX BUCK TO • ' ° .• BE PROPERLY SECURED. --rSEENOTE3SHEETIII 1/4" MAx APPROVED SEALANT SHIM BY OTHERS IT'ii G [fPJOjI II II SILL TO BE SET BED OF APPP,O% CONSTRUCTION SEAQ MASONRY/CONCRETE BY OTHERS It 3/15' ITW TAPCON EXTERIOR INTERIOR VERTICAL CROSS SECTION MASONRYA:ONCRETE INSTALLATION REVISION': DESGPNIgN DAZE I APPROVED REVISED PER NEW TESTIHG 05/24/2011 R L 1/4" MAX. _ SHIM INTERIOR O MCA— D o t 0 EXTERIOR o r- APPROVED SEANANT J HORIZONTAL CROSS SECTION MASONRYCCNCRETE INSTALLATION FIXED JAMB SNOWN. ACTIVE JAMB SIM41AR 1 1/4" MIN. EMBEDMENT a 2 5/8" MIN. EDGE DIST. 3/16" ITW TAPCON MASONR!/CONCRETE BY OTHERS OPTIONAL I X BUCK BY OTHERS, IX BUCK TO BE PROPERLY SECURED. SEE 140TE 3 SHEET 1 MI WINDOWS AND DOORS 650 WEST MARKET STREET GRANTZ. PA 17030-0370 SERIES 910 PVC SLIDING GLASS DOOR NON—IMPACT INSTALLATION DETAILS DRAMs• DM, NO TJH 1 08-01157 s`"LE NTS tare 10/22/10 l"EE13 OF 4 J` 5 R I IL OENsp . A 6EOF • = i0, tOR10 f 16GA., 060" MIN.. STEEL FRAMING Br OTHERS EXTERIOR FINISH BY OTHERS APPROVED SEALAN' BY OTHER! SILL TO BE SET BED OF APPROV CONSTRUCTION SEALA 16GA., 060' MIN., STEEL FRAMING BY OTHERS CAI CMIUM UK h INISn HERS 3 -THREADS BEYOND SUBSRATE MIN. EMBEDIAEHI 3 -THREADS BE(OND SUBSRATE MIN EMBEDMENT IG X INTERIOR FINISH BY 07HERS 16GA., .060" MIN., STEEL FRAMING BY OTHERS INTEH1QH EXTERIOR F1141SH BY OTHERS VERTICAL CROSS SECTION 16GA. MIK STEEL FRAMING INSTALLATION REVISI(W REV DES00110N DATE I APPRDVED A REVISED PER 14EW TESIIHG 05/24/2011 1 R.L. 1/4" MAX. SHIM X10 SELF TAPPING SCREW INTERIOR ca[123ur= EXTERIOR APPROVED SEALANI BY 07HERS HORIZONTAL CROSS SECTION IWA. MIN. STEEL FRAMING INSTALLATION ACTIVE JAMS SHOWN, FIXED JAMS SIMALAR MI WINDOWS AND DOORS 650 WEST MARKET STREET GRANTZ. PA 17030-0370 SERIES 910 PVC SLIDING GLASS DOOR NON -IMPACT INSTALLATION DETAILS DRAWS: ow. NO TJH 1 08-01157 S'AL' NTS "' 10/22/10 1 SHED 4 OF 4 5 R . L v •GEN8 9s 05 ••*_ A OF ; t. ate._ .tot,.. 52' MAX. FRAME WIDTH I 4- MAX ANCHORS TO BE f/ EOUALLY SPACED. SEE ANCHOR CHART -. SHEET 1 FOR UNIT SIZE 411) ANCHOR. ` QUANTITY O 84' MAX. j FRAME HEI!:HT 1 X J__ 4' MAX. SERIES 3540 FINLESS PVC SINGLE HUNG WINDOW EXTERIOR VIEW DESIGN PRESSURE RATING IMPACT RATING f25PSF NONE Number o/anchors reoulred at each lamb Height on) 24.0 30.0 Panel vAdlh (In) 36.0 410 4SA 52.13 24.0 2 2 2 2 2 2 30.0 2 2 2 2 2 2 3" 3 3 3 3 3 3 42.0 3 3 3 3 3 3 4&0 3 3 3 3 3 3 4.0 3 3 3 3 3 3 60.0 4 4 4 4 4 4 66.0 4 4 4 4 4 4 72.0 4 4 4 4 4 4 76.0 4 4 4 4 4 4 84.0 5 5 S 5 5 5 f-ro". Y A lFr r i1 ir- v REV*ONS IxscvirnoN wrE aoRovco TABLE OF CONTENTS ISHEETNO. I DESCPIPTION ELEVATIONS, ANCHORING LAYOUTS AND NOTES 2 - 3 1 INSTALLATION DETAILS MI WINDOWS AND DOORS 650 WEST MARKET STREET GRANTZ. PA 17030-0370 SERIES 3540 FINLESS PVC SINGLE HUNG WINDOW STEEL REINFORCED - NON -IMPACT 52" X 84" ELEVATION. ANCHORING LAYOUT AND NOTES DlGsrl. DM: NG PE V.L. 08-01514 SGtE NTS °i' 04/09/12 1 'NEE' I OF 3 NOTES: 1) THE PRODUCT SHOWN HEREIN IS DESIGNED AHD MANUFACTURED TO COMPLY WITH Z REOUIREME14TS OF THE FLORIDA BUILDING CODE. 2) WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO FRAMING AND MASONRYTRANSFERALLLOADSTO THE ARCHITECTOPENINGOPENINGISTHEP,ESPONSIBILITY OF THE ARCHITECT OR ENGINEER Of RECORD. O S) IX BUCK OVER MASONRY/CONCRETE IS OPTIONAL. WHERE I;( BUCK IS NOT USED DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED COATING OR MEMBRANE. SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY Of CIO THE ARCHITECT OR INCREASE OF RECORD. 4) ALLOWABLE STF.ESS INCREASE OF 1/3 WAS NOl USED IN THE DESIGN OF 711E PRODUCT SHOWN HEREIN. WIND LOAD DURATION FACT()R Cd=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 5) FRAME MATERIAL: EXTRUDED RIGID PVC. o) SASH UNITS MUST BE REINFORCED WITH GVL-451-020 STEEL REINFORCEMENT. W MEETING RAILS MUST BE REINFORCED WITH RF -1045-020 STEEL REINFORCEMENT. 7) UNITS MUST BE GLAZED PER ASTM E1300-04, 8) APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED FOR THIS PRODUCT IN WIRD BORNE DEBRIS REGIONS. 9) SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. SHIM WHERE SPACE OF I/16' OR GREATER OCCURS. MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4- 10) FOR ANCHORING INTO MASONRY/CONCRETE USE 3/16- ITW TAPCONS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4' MINIMUM EMBEDMENT INTO SUBSTRATE WITH 2 5/8" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 1 1) FOR A14CHORING INTO WOOD FRAMING OR 2X BUCK USE N8 WOOD SCREW WITH SUFFICIENT LENGTH TO ACHIEVE A 1 3/16" MINIMUM EMBEDMENT INTO N SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSIALLATION DETAILS. K: 12) ALL FASTENERS TO BE CORROSION RESISTANT. 13) INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S IPISTALLA11014 INSTRUC11014S, AND ANCHORS SHALL NOT BE r O USED IN SUBSTRATES WITH STRENGTHS LESS THAI) THE MINIMUM STRENGTH SPECIFIED BELOW: z 0— A. WOOD - MINIMUM SPECIFIC GRAVITf OF G=0.42 B. CONCRETE - MINIMUM COMPRESSIVE STRENGTH OF 3,192 PSI. O U- QLr, ZQ C. MASONRY - STPENGTH CONFORMANCE TO ASTM C-90, GRADE H. TYPE I (OR Q GREATER). SIGNED. 04124/2012 TABLE OF CONTENTS ISHEETNO. I DESCPIPTION ELEVATIONS, ANCHORING LAYOUTS AND NOTES 2 - 3 1 INSTALLATION DETAILS MI WINDOWS AND DOORS 650 WEST MARKET STREET GRANTZ. PA 17030-0370 SERIES 3540 FINLESS PVC SINGLE HUNG WINDOW STEEL REINFORCED - NON -IMPACT 52" X 84" ELEVATION. ANCHORING LAYOUT AND NOTES DlGsrl. DM: NG PE V.L. 08-01514 SGtE NTS °i' 04/09/12 1 'NEE' I OF 3 2X BUCK/WOOD FRAMING BY OTHERS, 2X BUCK TO BE PROPERLY SECURED FLANGE TO BE ol SET IN BED OF I/4" MAX. APPROVED SEALANT SHIM HEAD TO BE SET IN A BED OF APPROVED CONSTRUCTION SELANT REVISIONS IREVDCStl11RTIpNIDATEIA" W/ED 1 3/16" MIN. 1/4" MAX. EMBEDMENT SHIM p3 WOOD SCREW 1 INTERIOR 2X BUCK/WOOD FRAMING EXTERIORBY OTmEn. 2Y. BUCK TOI ] INTERIOR BE PROPERLY SECURED SILL 0OF BE SET IN p J /8E0 APPROVED CONSTRUCTION ADHESIVE FLANGE TO BE — O 1/4" MAX. SET IN BED OF [1 G C : r SHIM APPROVED SEALANT 2X BUCK/WOOD FRAMING J BY OTHERS. 2X BUCK 10 VERT/CAL CROSS SECTION BE PROPERLY SECURED 2X SUCXAVOOD FRAMING INSTALLATION EXTERIOR FLANGE TO BE SET IN BED OF APPROVED SEALANT HORIZONTAL CROSS SECTION 2X SUCIGWOOD FRAMING INSTALLATION NOTE: INTERIOR AND EXTERIOR FINISHES. BY OTHERS. NOT SHOWN FOR CLARITY. M6501WEST AR ET DOORS 5 R :jll 'Loi//zSTREET GRANTZ. PA 17030-0370 Nl` GENSFefter SERIES 3540REIN FINLESS PVC SINGLE HUNG WINDOW STEEL REINFORCED -NON-IMPACT 52" X 84" 0RATiINSTALLATIONDETAILS OF I IO•A'1 OR10• DRACM.DA. NO REV OS08-01512t4 ss/ONA11 G rias NTS °An 04/09/12 OF 3 MASONRY/CONCRETE BY OTHERS 1/4" MAX. OPTIONAL 1X BUCK BY 4• ' •' OTHERS, IX BUCK. TO BE \ PROPERLY SECURED. SEE 0 6 NOTE 3 SHEET 1 3/16' TAPCON MASONRY/CONCRETE —., 00 oC FLANGE 10 BE P•;cl0RM' \ SET IN BED OFSHIM APPROVED SEALANT HEAD TO BE SET IN A BED OF APPROVED CONSTRUCTION SEALANT EXTERIOR IL77,49-24 0 JI INTERIOR FLANGE TO BE SET IN BED OF APPROVED SEALANT OPTIONAL 1X BUCK BY v• • / OTHERS, IX BUCK TO BE PROPERLY SECURED. SEF. NOTE 3 SHEET 1 VERTICAL CROSS SECTION MASONFIMONCRETE INSTALLATION SILL TO BE SET IN BED OF APPROVED CONSTRUCTION ADHESIVE 1/4' MAX SHIM REVIS06 IREVDESCPIPIIDNDAZEAPPROVED 1 1/4' MIN. BY OTHERS NOT SHOWN FOR CLARITY. 1/4" MAX. EMBEDMENT 0111111//// Z RENGRA TZ650 STPAAR7030SKET 0370 SHIM SERIES 3540 FINLESS PVC SINGLE HUNG WINDOW 0 6 STEEL REINFORCED — NON—IMPACT 52" X 84" 3/16' TAPCON MASONRY/CONCRETE —., O E OF ;(i OPANN. Db: ND FEV P•;cl0RM' \ By GiHf.RS SSi0NA' i'VsCucNTS °An 04/09/12 3 INTERIOR q 0 E" MIN, EDGE D15r UJL_JJ OPTIONAL IX BUCK BY EXTERIOR OTHERS, IX BUCK TO BE PROPERLY SECURED. SEE FLANGE TO BE NOTE 3 SHEET 1 SET IN BED OF APPROVED SEALANT HORIZONTAL CROSS SECTION MASONRY/COWCRETE INSTALLATION MASONRY/CONCRETE NOTE: INTERIOR AND EXTERIOR FINISHES, BY OTHERS. BY OTHERS NOT SHOWN FOR CLARITY. MI WINDOWS AND DOORS 0111111//// Z RENGRA TZ650 STPAAR7030SKET 0370 N,Q, O'', SERIES 3540 FINLESS PVC SINGLE HUNG WINDOW 0 6 STEEL REINFORCED — NON—IMPACT 52" X 84" INSTALLATION DETAILS O E OF ;(i OPANN. Db: ND FEV P•;cl0RM' \ OS—015340F SSi0NA' i'VsCucNTS °An 04/09/12 3 Revision © 5 Response to Comments a 15- Q615A Permit # I S ;2 4P3 Project Address: 1 1 0 - City of SanfordRIC]EIV]E]D Building & Fire Prevention Division MAY 0 4 2016 Ph: 407.688.5150 Fax: 407.688.5152 Email: building@sanfordfl.gov BY: - Submittal Date ak JA Contact: r . Ph: HO -7- 0 2- a a 6 Fax: L/0'7 - 'Z10 2- d29 G Email: ./ z1 . MAW V4+1Cory\ Trades encompassed in revision: 01"Building Plumbing Electrical Mechanical Life Safety Waste Water Department Utilities Waste Water Planning Engineering Fire Prevention General description of revisionStainQooc /Wavaow L64AL A:en.UVJe J ROUTING INFORMATION Approvals Building `;, 6-14 Ct - -7 coAey 71 1/2- IAA -X. FRAME WIDTH 35 1/2" MA+. 32" MAY. _ PANEL WIDTH D.L.O WID1H 4" MAX. 11fP. - 4" Y. Tfo.Foo %j Ff/1510N: alti USCRIPTION APPAOM HUMBER OFF ANCHOR FOR P,EOIJ f_ I A I RE SME PCR NEW TESrING 055,124/ OMTC 20111 P L. A SEE CHART BELOW S NOTES - A17030- 0370650 WEST MRKET STREET 1) THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH GRANTZ, PA REOUIREMENTS OF THE FLORIDA BUILDING CODE 2) WOOD FRAMING, STEEL FRAMING AND MASONRY OPENING TO BE DESIC14ED 2 D: AND ANCHORED TO FROPERL( TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND 2 O ` v MAS014PY OPEHINU IS 1HE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF p )1, u- RECORD. 3) 1 X BUCK OVER. e«+. Nu MASONRY/CONCRETE IS OPTIONAL. WHERE a BUC. IS NOT USED2 N O DISSIMILAR MAIEP.IALS MUST BE SEPARATED WITH APPP.OVED COATING OR MEMBRAI•IE SELECTION OF rrATIN" OP MrMmR—c IS THE PE BI T A i s' LE NTS mJ¢ 10/22/10 sNFE157OF 4 0 V 7: 1/4" C NAY. 0044 O PANEL HEIGHT i 39" i t I- TO SERIES 910 PVC SLIDING GLASS DOOR WEEP SLOT EXTERIOR VIEW Ff/1510N: alti USCRIPTION APPAOM HUMBER OFF ANCHOR FOR P,EOIJ f_ I A I RE SME PCR NEW TESrING 055,124/ OMTC 20111 P L. A SEE CHART BELOW S 72 3/8" A1AXi. D.L.O. HEIGHi 79 1/2 IMAX. FRAME HEIGHT O CIO!) II I" TO WEEP Uj SLOT Number of anchor locations required Single Panel and Total link Width (in) 18.0 24.0 30.0 35.8 DESIGN PRESSURE RATING IMPACT RATING Height 36.0 48.0 60.0 71.5 -_ Jd k1) Head Jamb Head Jamb Head Jamb Head Jamb +40%50PSF NONE 80 3 5 4 5 5 5 5 5 9.5 4 5 4 5 5 5 5 5 TABLE OF CONTENTS SHEET NO I DESCRIPTION I I ELEVATION, ANCHORING LAYOUT AND NOTES 2 - 4 j INSTALLATION DETAILS P100 Vv MRt0AV" 1111 .—r-_ L N.I LI f OF THC PF.LHITECT OR ENGINEER OF RECORD. 4) ALLOWABLE STRESS INCREASE OF 11/3 WAS NOT USED IN THE DESIGN OF THE PRODUCT SHOWN HEREIN. WIND LOAD DURATION FACTOP. Cd=1 6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 5) FRAME MATERIAL: EXTRUDED RIGID P/C .075" THICK 6) UNITS MUST BE GLAZED PER ASTM E1306. 7) APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED FOR THIS PRODUCT IN WIND BOR14E DEBRIS PEGIONS. S) SHIM AS RE(jUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. SHIM WHERE SPACE OF 1/16" OR GREATER OCCURS. MAY.IMUM ALLOWABLE SHIM STACK TO BE I/*". 9) FOR ANCHORING INTO MASONRY USE 3116" ITW TAPCOHS WITH SUFFICIENI LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMSEDME14T INTO SUBSTRATE WITH 2 5/6'* MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSIALLADON DETAILS. IN FOR ANCHORING 114TO WOOD FRAMING OR 2r. BUCK USE 010 WOOD SCREW WITH SUFFICIENT LENGTH TO ACHIEVE A 1 3/6" MINIMUM EMBEDMENT 11410 SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 11) FOR ANCHORING INTO IGGA. (.060" MIN.) STEEL FRAMING USE #10 SELF LAPPING SCREW WITH SUFFICIENT LENGTH TO ACHIEVE 3-THRG4DS MINIMUM BEYOND SUBSTPATE MINIMUM EMBEDMENT. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLA7ION DETAILS. 12) ALL FASTENERS 70 BE CORROSION RESISTANT. 13)INSTALLA110N ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS. IND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM 37RENGTH SPECIFIED BELOW: A. WOOD - MINIMUM SPECIFIC CRAVI7Y OF G=0.42 B. CONCRETE - MINIMUM COMPRESSIVE STRENGTH OF 2.000 PSI. C. MASONRY - nTP,ENGTH CONFORMA14CE TO ASTM C-90. GRADE N. Tr PE I (OP GREATER). D. STEEL FP,AM114G - 16GA .060" MINIMUM 14) APPROVED CONFIGURATIONS. :r0. O% SIGNED., 05124M J MI WINDOWS AND DOORS NOTES - A17030- 0370650 WEST MRKET STREET 1) THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH GRANTZ, PA REOUIREMENTS OF THE FLORIDA BUILDING CODE 2) WOOD FRAMING, STEEL FRAMING AND MASONRY OPENING TO BE DESIC14ED 2 D: AND ANCHORED TO FROPERL( TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND 2 O ` v MAS014PY OPEHINU IS 1HE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF p )1, u- RECORD. 3) 1 X BUCK OVER. e«+. Nu MASONRY/CONCRETE IS OPTIONAL. WHERE a BUC. IS NOT USED2 N O DISSIMILAR MAIEP.IALS MUST BE SEPARATED WITH APPP.OVED COATING OR MEMBRAI•IE SELECTION OF rrATIN" OP MrMmR—c IS THE PE BI T 72 3/8" A1AXi. D.L.O. HEIGHi 79 1/2 IMAX. FRAME HEIGHT O CIO!) II I" TO WEEP Uj SLOT Number of anchor locations required Single Panel and Total link Width (in) 18.0 24.0 30.0 35.8 DESIGN PRESSURE RATING IMPACT RATING Height 36.0 48.0 60.0 71.5 -_ Jd k1) Head Jamb Head Jamb Head Jamb Head Jamb +40%50PSF NONE 80 3 5 4 5 5 5 5 5 9.5 4 5 4 5 5 5 5 5 TABLE OF CONTENTS SHEET NO I DESCRIPTION I I ELEVATION, ANCHORING LAYOUT AND NOTES 2 - 4 j INSTALLATION DETAILS P100 Vv MRt0AV" 1111 .—r-_ L N.I LI f OF THC PF.LHITECT OR ENGINEER OF RECORD. 4) ALLOWABLE STRESS INCREASE OF 11/3 WAS NOT USED IN THE DESIGN OF THE PRODUCT SHOWN HEREIN. WIND LOAD DURATION FACTOP. Cd=1 6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 5) FRAME MATERIAL: EXTRUDED RIGID P/C .075" THICK 6) UNITS MUST BE GLAZED PER ASTM E1306. 7) APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED FOR THIS PRODUCT IN WIND BOR14E DEBRIS PEGIONS. S) SHIM AS RE(jUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. SHIM WHERE SPACE OF 1/16" OR GREATER OCCURS. MAY.IMUM ALLOWABLE SHIM STACK TO BE I/*". 9) FOR ANCHORING INTO MASONRY USE 3116" ITW TAPCOHS WITH SUFFICIENI LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMSEDME14T INTO SUBSTRATE WITH 2 5/6'* MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSIALLADON DETAILS. IN FOR ANCHORING 114TO WOOD FRAMING OR 2r. BUCK USE 010 WOOD SCREW WITH SUFFICIENT LENGTH TO ACHIEVE A 1 3/6" MINIMUM EMBEDMENT 11410 SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 11) FOR ANCHORING INTO IGGA. (.060" MIN.) STEEL FRAMING USE #10 SELF LAPPING SCREW WITH SUFFICIENT LENGTH TO ACHIEVE 3-THRG4DS MINIMUM BEYOND SUBSTPATE MINIMUM EMBEDMENT. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLA7ION DETAILS. 12) ALL FASTENERS 70 BE CORROSION RESISTANT. 13)INSTALLA110N ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS. IND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM 37RENGTH SPECIFIED BELOW: A. WOOD - MINIMUM SPECIFIC CRAVI7Y OF G=0.42 B. CONCRETE - MINIMUM COMPRESSIVE STRENGTH OF 2.000 PSI. C. MASONRY - nTP,ENGTH CONFORMA14CE TO ASTM C-90. GRADE N. Tr PE I (OP GREATER). D. STEEL FP,AM114G - 16GA .060" MINIMUM 14) APPROVED CONFIGURATIONS. :r0. O% SIGNED., 05124M J MI WINDOWS AND DOORS A17030- 0370650 WEST MRKET STREET Y II II 1n, RE IY O 9GRANTZ, PA J S IK03'5 +t=_ SERIES 910 PVC SUDING GLASS DOOR*• NON -IMPACT ELEVATION, ANCHORING LAYOUT AND NOTES p _ TAT Of ty` IpRTO; 0' S...... oa:.xN e«+. Nu rcv TJH 013 A i s' LE NTS mJ¢ 10/22/10 sNFE157OF 4 2Y. 2MCK/WOOD c"RAM(NG \ BY OTHERS, 27 BUCK TO BE PROPERL ;ECUP.ED EXTERIOR FINISH ` BY OTHERS EXTERIOR. SHEATHING — APPROVED SEALANT BY OTHERS SILL TO BE SET BED OF APPRO) CONSIRUCTION SEAL) 2Y BUCK/WOOD FRAMING BY OTHERS. 2X BUCK TO BE PROPERLr SECURED a EXTERIOR 13/16" MIN EDGE DIST. INTERIOR FINISH BY OTHERS 1 3/8" MIN EMBEDMENT 1/4' MAX. J SHIM 10 WOOD SCREW INTERIOR VERTICAL CROSS SECTION 2X SUCKAYDOD FRAMING INSTALLATION I 3/8- MIN EMBEDMENT INTERIOR. FINISH -• BY OTHERS i 13/16" MIN EDGE DIST. 2Y. BUCK/WOOD FRAMING BY OTHERS. 2x BUCK TO BE PROPERLY SECURED EXTRIOR SHEATH114G ^ EXTERIOR FINISH - \ BY OTHERS ncvlsolr: IPCvDCdPJP11DNMTuwnovt0 A RLtgSLD PER IEYI IMINr. 0!.,'2412.01 )1 P.I. 114' M.X. SHIM 10 WOOD SCF,EIN INTERIOR 0 ffo EXTERIOR APPROVED SEALANT BY OTHERS HORIZONTAL CROSS SECTION 2X BUCKmOOD FRAMING INSTALLATION ACTIVE JAMB SHOWN. FIXED JAMB S/MAL.AR MI WINDOWS AND DOORS 650 WEST MARKET STREET GRANTZ. PA 17030-0370 SERIES 910 PVC SLIDING GLASS DOOR NON -IMPACT INSTALLATION DETAILS DPAriH. DM. ND• TJH 1 08-01157 uv.t NTS — 10/22/10 —i12 OF 4 ii TAT OF 4 Fd+:;OR10P l: ll#11 ONA 4ASONRY/CON^_RETE — BY OTHERS OPTIONAL 1X BUCK. BY — OTHERS, 1t BUCK TO BE PROPERLY SECURED SEE NOTE 3 SHEET 1 APPROVED SEALA147 BY OTHERS SILL TC BE SET BED OF APPRON C014STRUCTION SEALI mASOmRY/CONCP.ETE 3r OTHERS 4 2 5/8" Mur. EDGE DIST. 1 1/4" MIN. EMBEDMENT f1 1/4" MAX. J TPJp G7 SHIM 3/16" ITW TAPCON EXTERIOR INTERIOR VERTICAL CROSS SECTION MASONRYAXMJCRET INSTALLATION r VASIO.0 DES04PIM DATE PPPOKI) RDOSED PER NEW TE.MING 05,124/20 -. 11 R.I. 1/4" MAJ,. SHIM INTERIOR I 0 EXTERIOR o / i APPROVED SEANANT J HORIZONTAL CROSS SECTION MASONRYICCNCRETE INSTALLATION FIXED JAMB SHOWN, ACTIVE JAMB SIMALAR EMBEDMENT 2 5/8" MIN. EDGE DIST. 3/16" ITW TAPCON MASONRf/CONCRETE BY OTHERS OPTIONAL 1 is BUCK BY OTHERS, IX BUCK TO BE PROPERLt SECURED. SEE NOTE 3 SHEET 1 MI WINDOWS AND DOORS 650 WEST MARKET STREET GRANTZ, PA 17030-0370 SERIES 910 PVC SLIDING GLASS DOOR NON—IMPACT INSTALLATION DETAILS OR NYI! OrvG NG TJH 08-01157 a NTS I DATE 10/22/10 ISHEE13 OF 4 16GA., .060" MIN . STEEL FRAMING Be OTHERS EXTERIOR FINISH BY OTHERS APPROVED SEALAN BY OTHER! SILL TO BE SET BED OF APPROV CONSTRICTION SEALA 16(,A., 060" MIN.. STEEL FRAMING BY OTHERS INTERIOR FINISH RY nTHEPS 3—THREADS BEYOIJD SUBSPATE MIN. EMBEDMENT 3-1HREADS BEeOr1D SUBSP.ATE MIN EMBEDMENT f INTERIOR FINISH J BY OTHERS 1 EGA., 060" STEEL FRAMING BY OTHERS INTERIOR EVTERIOR F1141SH Be OTHERS f CA 1 Cr IIV1Y VERTICAL CROSS SECTION 16GA MIN. STEEL FRAMING INSTALLATION FErIS10N PN ULCAP110N WR APPPOVED A RE%ISED PER NEW IES;ING 05,,124/20111 P.L. 1/4" MAX SHIM 10 SELF TAPPING SCREW INTERIOR 0 EXTERIOR APPROVED SEALANT BY OTHERS HORIZONTAL CROSS SECTION 16GA. MIN. STEEL FRAMING INSTALLATION ACTIVE JAMB SNOMV. FIXED JAMB SIMALAR MI WINDOWS AND DOORS 650 WEST MARKET STREET GRANTZ, PA 17030-0370 SERIES 910 PVC SLIDING GLASS DOOR NON—IMPACT INSTALLATION DETAILS DRAwrr W. 140 TJH 1 08-01157 E NTS PATE 10/22/10 1SHED OF 4 SERIES 3540 FINLESS PVC SINGLE HUNG WINDOW EXTERIOR VIEW DESIGN PRESSURE RATING I IMPACT RATING t25PSF NONE Number o/ anchors re0ulred at each Iamb Height On) 52' MA4 FRAME W1DIH 36.0T30.0 J- 4' 46.0 52.12 24.0 1MAAX ANCHORS 10 BE i j 1 2 2 EOUALLY SPACED. SEE 2 30.0 ANCHOR CHART 2 1 2 2 SHEET 1 FOR UNIT i- 30.0 SIZE ASID ANCHOR. `. 3 1 3 3 QUANTITY O 04" MAX. FRAME 3 3 HEIGHT 3 i- 0/ 3 x 1 3 3 4" MAX 1— 3 54.0 3 SERIES 3540 FINLESS PVC SINGLE HUNG WINDOW EXTERIOR VIEW DESIGN PRESSURE RATING I IMPACT RATING t25PSF NONE Number o/ anchors re0ulred at each Iamb Height On) 21.0 36.0T30.0 Panel width (in) 42.0 46.0 52.12 24.0 2 2 1 2 2 2 2 30.0 2 2 1 2 2 2 i- 30.0 3 3 1 3 3 3 3 42.0 3 3 1 3 3 3 i- 48.0 3 3 1 3 3 3 3 54.0 3 3 1 3 3 3 3 60.0 4 4 1 1 4 4 1 4 66.0 4 4 4 4 A 4 72.0 4 44 1 4 4 76.0 4 4 4 4 11 64.05 5 5 S 5 5 lova ` V 9101 t 0 AM r DOORSMIWINDOWSIWDOWEST M MMARKET Ik U N z U 1i c ti S STEEL REINFORCED - NON -IMPACT 52" x 84" jp EELEVATION, ANCHORING LAYOUT AND NOTES OF ;t 0'° F•:°(OR10?• TABLE OF CONTENTS SHEET NO. DESCRIPTION ELEVATIONS, ANCHORING LAYOUT.; AND MUTES 2 - 3 I INSTALLATION DETAILS ticsojvnoN oti¢ .PORas° NOTES - 1) THE PRODUCT SHOWN HERE114 IS DESIGNED AND MANUFACTURED TO COMPLY WITH REOUIREME14TS OF THE FLORIDA BUILDING CODE. 2) WOOD FRAMING AND MASONRY OMI NG TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. IX BUCK OVER MASONRY/CONCRETE IS OPTIONAL. WHERE I Y BUCK IS 1.107 USED DISSIwLAR MATERIALS MUST BE SEPAPATEU WITH APPP,OVED COATING OR MEMBRANE SELECTION OF COAnNG OR MEMBRANE G THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 4) ALLOWABLE STRESS INCREASE OF 1/3 WAS NOT USED IN THE DESIGN of THE PRODUCT SHOWN HEREIN. WIND LOAD DURATION FACTOR Cd=1.5 WAS USED FOR WOOD ANCHOR CALCULATIONS 5) FRAME MATERIAL- EXTRUDED RIGID f -YC. 6) SASH UNITS MUST BE REINFORCED WITH GVL-;51-020 STEEL REINFOP.CEMEta. MEETING PAILS MUST BE REII4FORCED WITH RF -104S-020 STEEL P.EINFOPCEMENT. 7) UNITS MUST BE GLAZED PER ASTM E1300-04 8) APPROVED IMPACT PROTECTIVE SYSTEM IS REOUIRED FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS 9) SHIM AS REOVIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM SHIM WHERE SPACE OF 1/16" OR GREATER. OCCURS. MAAMUTA ALLOWABLE SHIM STACK To BE 1/4". 10) FOR AwHORING INTO MASONRY/CONCRETE USE 3/16" ITW TAPCONS WITH SUFFICIENT LENGIH TO ACHIEVE A 1 I/4" MINIMUM EMBEDMENT INTO SUBSTRATE WITH 2 5/8" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 1 1) FI)P, ANCHORING INTO WOOD FPAM114G OR 2Y BUCK USE #8 WOOD SCREW WITH SUFFb:IENT LENGTH TO ACHIEVE A 1 3/16" MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 1 2) ALL FASTENERS TO BE CORROSION. RESISTANT. 13) INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORD410E WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THA14 THE MINIMUM STRENGTH SPECIFIED BELOW A WOOD - MINIMUM SPECIFIC GRAVITY Of (',=0.42 B CON"P.ETE - MINIMUM COMPRESSIVE STRENGTH OF 3,192 PSI C. MASONRY - STRENGTH COtIFOPIA410E TO ASTM C-90. GRADE N. 1`IPE I (OR GREATER). SIGNED. 04/24/2012 DOORSMIWINDOWSIWDOWEST 11L04,4MMARKETIk GRANTZ, PA 17030-0370 r •GEAI p.9f ii 0 6 *= SERIES 3540 FINLESS PVC SINGLE HUNG WINDOW*• STEEL REINFORCED - NON -IMPACT 52" x 84" jp EELEVATION, ANCHORING LAYOUT AND NOTES OF ;t 0'° F•:°(OR10?• Dlwm. oe er,. rEv 08-01514: 9/OMA j1 G wE NTS °'n 04/09/12 Err 1 0F 3 y: BUCK/WOOD FRAMING BY OTHERS. 2X BUCK TO BE PPOPERL'r SECuRTD I FLANGE TO BE J ' SET IN BED OF I/4" p1A';• APPROVED SEALANT \ SHIM o HEAD '0 BE SET IH A BED OF APPROVED CONSTRUCTION SELANT PErILON: IPEVDEMAPnDwIMIEI Ppm cc 1 3/15" MIN. _ 1/4" MAX_ EMBEDMENT SHIM r 03 WOOD SCREW INTERIOR 2Y INTERIOR 61OUO FRAMTOING EXTERIOR $i eY OTHERS,HERS, 2r. BUCKBEPROPERLYSEC;IREDED 1 r SILL TO BE SET IN BED OF APPROVED 0 0 COI.ISTRUCTION ADHESIVE FLANGE TO BE - r 1/4" MAX. SET IN BED OF 9c7SHIM APPROVED SEALANT Y BUCK/WOOD MING VERTICAL CROSS SECTIONBYOTHCF.S. 29 SUCK TO BE PROPERLY SECURER 2X BUCKANOOD FRAMING INSTALLATION EXTERIOR FLANGE TO BE SET IN BED OF APPPOVED SEALANT HORIZONTAL CROSS SECTION 2X BUCKANOOD FRAMING INSTALLATION NOTE. INTERIOR AND EXTERIOR FINISHES, BY OTHERS. NOT SHOWN FOR CLARITY D DOORSM650IWDOWESTMna R L o4,i'/ eTS TREET GRANTZ, PA 17030-0370 CEk•pF:9j,•i 0 *= SERIES 3540 FINLESS PVC SINGLE HUNG WINDOW STEEL REINFORCED - NON -IMPACT 52" X 84" INSTALLATION DETAILS T OF •. a=te O• o R mv-•!' DRAM: Da. NO PEv V 08-01 F/s/0NAL G`` NTS 1in 04/09/12 3 RM"w0N5 AN orX"11Dn DUT[ •PROJED MASONRY/CONCRETE BY OTHERS OPDOHAL :x BUCK BY sK ' OTHERS, IX BUCK TC BE \ ° PROPERLY SECURED. SEE NOTE 3 SHEET 1 1 FLANGE TO LE 1/4" MAX. J SET IN BED OF \ SHIM APPROVE) SEALANT \ 1 1/4- MIN. _ 1/4" MAX. HEAD TO BE SET EMBEDMENT SHIM IN A BED OF APPROVED CONSTRUCTION SEALANT MASOrJRY/1ONCRETE t Br U7HEk5 ' TERIOR INTERIOR€ J 5/8" MIN EDGE DIST OPTIONAL IX BUCK BY _ EXTERIOR 2 OTHERS, 1x BUCK TO BE S PROPERLY SECURED. SEE FLANGE 10 BE N07E S SHEET I SET IN BED OF SILL TO BE SET IN APPROVED SEALANT J BED CTIONOFAPPROVED I Q / CONSTRTR UCTION ADHESIVE HORIZONTAL CROSS SECTION MASOWRY=NCRETE INSTAWI7TON FLANGE TO BE ? 1/4'.MAX SET IN BED OF \ pppp SHIM APPROVED SEALANT I 1 MASONRY/CONCRETE NOTE: INTERIOR AND ExTERIOk FINISHES, BY OTHERS. OPTIONAL 1Y BUCN BY BY OTHEPS 140T SHOWN FOR CLARITY THEIRS. IX BUCK TO BE PROPEPLY SECURED. SEE NOTE 3 SHEET I MI WINDOWS AND DOORS] WINDOW 1 11J1/rrii 650 WEST MARKET STREET 0 5 R LC,;r i VERTICAL CROSS SECTION GRANT2. PA 17030-0370`.*\GENB',,r i MASONRYiCONCRETEINSTALLATION SERIES 3540 FINLESS PVC SINGLE HUNG*•/1 0 5 * STEEL REINFORCED - NON-IMPACT 52"_• oINSTALLATIONDETAILSAM. UK.1aF•'CQRIOru[ NTS D 04/09/12 08 005340F /';0/ONAj1 \\\\ REOUEST FOR PRE -POWER Altamonte Springs, Casselberry, Lake Mary, Longwood, Oviedo, Sanford, Seminole County, Winter Springs Date: Project Name: Project Address: t j a — f l Q C1 (Z Si Building Permit Electrical Permit # l-`-C In consideration for authorizing the appropriate utility company to energize the facility, we agree with and understand the following: 1. The facility will not be occupied until a certificate of occupancy has been issued. 2. If the jurisdiction hereafter finds that the facility has been occupied before a certificate of occupancy has been issued, the jurisdiction will have the unilateral right to direct the utility to terminate electrical service without notice. Furthermore, we understand and agree that should the jurisdiction exercise such right, the jurisdiction will not be responsible for any damages or costs which may result from the exercise of such right. Also, in the event any third party claims damages from the exercise of such right, we agree to jointly and individually indemnify and hold harmless the jurisdiction from all such damages and costs, including attorney's fees. 3. The building or structure shall be weather tight and secure. The electrical wiring in the area designated for pre -power shall be complete and in safe order. All electrical services associated with the area will be 100% complete unless specifically approved by the electrical inspector. 4. Interior electrical rooms shall be lockable, if electrical panels are in an area that cannot be locked by doors, the panels shall be equipped with a locking mechanism (approved by the AHJ). The licensed electrical contractor or his licensed representative shall hold the keys(s) for such access to electrical panels to prevent energizing circuits other than those that are safe. 5. If provided, the fire sprinkler system must be operational, per the local AHJ requirements, with water on the system prior to pre -power. 6. This pre -power approval is valid for a maximum of 180 days from date of approval. 7. Check with the local jurisdiction for fees associated with pre -power. Print Name of Own enant 2yri;g 4ature of EAvnirf renant JURISDICTION EMPLOYEE NAME: JURISDICTION: CALLED INTO: Rev. 3/27/07) 1", Pint Name of Gen. ontractor S' ature `16G' . Contractor C las 16 gy Gen. Contractor Licenses Print Name of El. Cofitractor gignatu.Wbf El. ontractor c /3Ac.'as ;, Contractor License # o Progress Energy o Florida Power and Light on / I REQUEST FOR PRE -POWER Altamonte Springs, Casselberry, Lake Mary, Longwood, Oviedo, Sanford, Seminole County, Winter Springs Date: G 5 .6 Project Name: Project Address: UQ 3 — 1.112 5 fI Building Permit #:15& 6 3. Electrical Permit # In consideration for authorizing the appropriate utility company to energize the facility, we agree with and understand the following: 1. The facility will not be occupied until a certificate of occupancy has been issued. 2. If the jurisdiction hereafter finds that the facility has been occupied before a certificate of occupancy has been issued, the jurisdiction will have the unilateral right to direct the utility to terminate electrical service without notice. Furthermore, we understand and agree that should the jurisdiction exercise such right, the jurisdiction will not be responsible for any damages or costs which may result from the exercise of such right. Also, in the event any third party claims damages from the exercise of such right, we agree to jointly and individually indemnify and hold harmless the jurisdiction from all such damages and costs, including attorney's fees. 3. The building or structure shall be weather tight and secure. The electrical wiring in the area designated for pre -power shall be complete and in safe order. All electrical services associated with the area will be 100% complete unless specifically approved by the electrical inspector. 4. Interior electrical rooms shall be lockable, if electrical panels are in an area that cannot be locked by doors, the panels shall be equipped with a locking mechanism (approved by the AHJ). The licensed electrical contractor or his licensed representative shall hold the keys(s) for such access to electrical panels to prevent energizing circuits other than those that are safe. 5. If provided, the fire sprinkler system must be operational, per the local AHJ requirements, with water on the system prior to pre -power. 6. This pre -power approval is valid for a maximum of 180 days from date of approval. 7. Check with the local jurisdiction for fees associated with pre -power. Print Name of Owner/Tenant Signature of Owner/Tenant JURISDICTION EMPLOYEE NAME: JURISDICTION: CALLED INTO: Rev. 3/27/07) J0 'J., 9.[rf N Print Name of Gen. Qo tor w 9 4 Si ature of e . Contractor cRC ia, m6 Gen. Contractor License # D a v/ os L lift/eico"t Print Name of El. Cont actor fignatu of El. Contractor F_e 15004<iya El. Contractor License # o Progress Energy o Florida Power and Light on _/_/. CITY OF SANFORD BUILDING AND FIRE PREVENTION DIVISION 300 N. PARK AVENUE SANFORD,, FLORIDA 32772 PHONE: 407.688.5150 FAx: 407.688.5152 PLAN REVIEW COMMENTS Application Number: 15-2631 Date: May 10, 2016 Contact Person: Joseph Hillery, Sr Contact Fax Number: Contact E-mail Address: Mygc(a-,rlhmanagement.com Project Description: New Duplex Job Address: 1107 / 1109 8a' Street The following is a list of the areas of the submitted plans that contained violations of the codes adopted by the City of Sanford and enforced by the Building Division. The violations noted must be addressed before the plans can be approved. Changes to plans shall be submitted on the same size format as the original submittal. Changes to construction documents that require an Architect or Engineer's seal must be submitted with the appropriate seal. Provide two copies of affected plan sheets and/or supplemental information as requested. COMMENTS: 1. Any revisions made to the plans need to be submitted on the same size pages as the original set of plans. Revisions in letter form for the firewalls and ledger board/truss attachment is not acceptable. All applicable plan pages that address the changes are required to be revised and submitted for review. If the UL design is changed based on reducing the fire rating, a new UL design is required to be submitted for both the CMU and framing. FBC 107.4 Any error or omission in this plan review shall not be construed to grant approval of any violation of any of the adopted codes or municipal ordinances of this jurisdiction. Please direct any questions you may have to Steve Fiorey at 407-688-5065 or by E-mail at steve.fiorey(c-)sanfordfl.gov . Respectfully, Steve Fiorey Residential Plans Examiner CITY OF SANFORD BUILDING AND FIRE PREVENTION DIVISION 300 N. PARK AVENUE SANFORD,, FLORIDA 32772 PHONE: 407.688.5150 FAx: 407.688.5152 PLAN REVIEW COMMENTS Application Number: 15-2632 Date: May 10, 2016 Contact Person: Joseph Hillery, Sr Contact Fax Number: Contact E-mail Address: MyitcArlhmanaeement.com Project Description: New Duplex Job Address: 1103 / 1105 8"' Street The following is a list of the areas of the submitted plans that contained violations of the codes adopted by the City of Sanford and enforced by the Building Division. The violations noted must be addressed before the plans can be approved. Changes to plans shall be submitted on the same size format as the original submittal. Changes to construction documents that require an Architect or Engineer's seal must be submitted with the appropriate seal. Provide two copies of affected plan sheets and/or supplemental information as requested. COMMENTS: 1. Any revisions made to the plans need to be submitted on the same size pages as the original set of plans. Revisions in letter form for the firewalls and ledger board/truss attachment is not acceptable. All applicable plan pages that address the changes are required to be revised and submitted for review. if the UL design is changed based on reducing the fire rating, a new UL design is required to be submitted for both the CMU and framing. FBC 107.4 Any error or omission in this plan review shall not be construed to grant approval of any violation of any of the adopted codes or municipal ordinances of this jurisdiction. Please direct any questions you may have to Steve Fiorey at 407-688-5065 or by E-mail at steve.fiorey@sanfordfl.gov . Respectfully, Steve Fiorey Residential Plans Examiner Revision O MAY 0 3 2016 Response to Comments O BY: Permit # I (-h m i I S.2 G32. Submittal Date Project Address: It 0 3 4 110 &Vcjl V tk S fn «1' Contact: k411 Ph: 40- Ild 7164 Email: M„ C(k2 KL14 Trades encompassed in revision: Ek -Building Plumbing Electrical Mechanical Life Safety Waste Water Department Utilities Waste Water Planning Engineering Fire Prevention 0 Building City of Sanford Building & Fire Prevention Division Ph: 407.688.5150 Fax: 407.688.5152 Email: building@sanfordfl.gov Fax: (I(,? 32-s-- f- tr— General description of revision: ROUTING INFORMATION Approvals I MAY 0 '2016 PAT. design group Planning and Architecture LLC AA0002984 2 Mayl6 Building Official City of Sanford Building and Fire Prevention Division 300 Park Avenue Sanford, Florida 32772 Re: Application No. 15-2632 and 15 2631 New Duplex To Whom it Concerns Please accept this letter as written acceptance of the following revisions made during construction to the above referenced projects and confirmation that these revisions comply with the code to the best of my knowledge. Revision 1. The separation wall between the duplexes can be a 1 hour fire rated wall per the 2014 FBC 708.1.1 and 708.3 in lieu of the 2 hour fire rated wall as called out on the plans. Revision 2. The truss can sit on a 2 x 6 ledger bolted to the bond beam with 3/8" anchor bolts staggered 32" o.c and each truss shall be anchored to the ledger with a USP THD26 bucket or equal. We trust this letter will be well received and we appreciate your allowing construction to continue. Regard .. iar M . •'ate Wm E Starmer AIA CARB 910 Belle Avenue Winter Springs, Florida 32765 407 977 1080 AA0002984 bstormer®stormercimcom j Aug 22, 2016 7:09:51 AM EDT File Edit Commands Help Application 15-000026: Bonds Contractor escrow Fees Global balance due Inspection history miscellaneous infor Names Permits Plan tracldng Receipts Revisions square footage cal( structures Valuation calculatio r Print s Cancel Exit A Refresh Land Inquiry Documents A Property Information i A Address: 1107 W 8TH ST i Y 11 8/18/2015 SANFORD, FL 32771 10/26/2015 IB Location ID: 20375 i10/26/2015 Owner name: GREEN, GLADYS 1 i Z Parcel Number: 25.19.30.5AI-1014-0030 971672015 1071372015 Old CID: r Jss 13 2015 Zoning: NR2 MULTIPLE FAMILY A Y Contractor Information 8/1c72015 Q Contractor Name: RLH CONSTRUCTION 10/28/2015 PRC Contractor Number: 16-00039916 30/2872015 1 Type: BUILDING CONTR/CERTI 1 Status: ACTIVE 3./28/2016 f 3/06/2016 Contractor Requirements Doc Number i - SJP 11/0672016 aw: Application Information - Application desc: NOC ON FILE - NEW RESIDENTI Application status: CERTIFICATE ISSUED _ Status Date: 7/26/2016 Application type: NEW TWO FAMILY BUILDINGS Application date: 8/18/2015 Valuation: 303732 141 13 Outstanding Inspections P Insp Schedule Confirmation I Type ID Date Number I No outstanding inspections exist l III I r c i A I i Y 11 8/18/2015 9/29/2015 10/26/2015 IB LA i10/26/2015 A 1 i Z i Y 871572015- i 971672015 1071372015 PRC r Jss 13 2015 A Y N 8/1c72015 9%2972035 10/28/2015 PRC RS 30/2872015 1 A 1 Y 4210ST2015 3./28/2016 f 3/06/2016 PRC i - SJP 11/0672016 2 i A 1 I N 1 1705/2016 2/17/2016 1 1/06T20i6 PRC I SJl? 11/06/2016 3 1 A - (-1 N 2%0272016 3%1572036 270972016 PRC SJP i 2_709720? 6 4 A i 1 1-N,-, j 5703%261 6715/20 -6 i 5%10%2016 CR SJF 5- A 11 f Y i 5/04/2006 J 611512006---Il-5106/201-6- PRC 11 SJF 5/06/2015 r c F0 Aug 22, 2016 7:10:27 AM EDT c . o — File Edit Commands Help t SECTOR i E Application 15-00002631 0 Bonds Property Information Application Information I contractor escrow Address: 1107 W STH ST Application desc: NOC ON FILE - NEW RESIDENTI Fees SANFORD. 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Owie r -risme "GREENi, dL-ADYSr. Appli6tion-type-i' FAMILY'BUILDINGS' Miscellaneous inform Parcel, Number.: :25.19.30.'5AI. -,-1014- 0030 Apolicition%dite': 8%116/2015 - Names Old CID: Valuation: 363732 Permits ni g- MQ MULTIPLE FAMILY 14ke I !J Jig Plan tracking Receipts Contractor Information Outstanding Inspections,• Revisions Square footage calcul 4 0rit racio r.. Name.; FLH CONSTRUCTION 7: Insp. •Schedule Confirmation I Structures I- d6ni ra' 6t 6 ri", Number: 16r00039916valuationUUNI,tv Type% ID`' Wti- Number. calculations 7Yi5e: Status ACEIVENoL ouist4ndi6§ 'inipdetioris.,..ezfst Contractor—qu*,eifenfs- Doc Number 12j, 1A1: 1 Y 2015- F-11730/2015 1 1/06/2016 '1 PRCY07029 2 F 1-1 _06-/ 2016 Y 8 fe K8Y r71- . 2 0 1117 (-1 Y I— 1ST2_§71D15— 11 M6_ZY6_7!_U5_ iff 78 8 Y 18Ar=—1 Y 7YU-1 6- r—i TffF _Y F671-8777 10%1'3/2015 _ PRC F1 11V f ISTf8T2 0 1-5FA_ F 1' FN_ 18 E 19%29 •2015 F10/487,20137. 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Square footage calcul 1 0. -0n't racto r.. Name: RLH. CONSTRUCTION Insp. Schedule donfir-mation I Number. Structures dbntracfor Nuib0r: .'1"6--00039916' Typ'e. I Date- I Valuation calculations Type: BUILbiNd taffft/curri Status:: Adut I N6,outstinding` irfsifktion's_dxist Contrac tdr- Re'qtkir.e'Wdnt's. Dot Number 4i Canc Re!0 j Aug'- 2016' 7:10:49 AM File Edif 'Commarids Help Inspection Inquiry - Results Comments Parcel Number: I 25.19.30.5AI-1014-0030 Property address: 1107 W 8TH ST Application, structure number: i 15 00002631 000 00b Permit -type, sequence number: BLCA 00 BLDG PERMIT - NEW.CONST/ALTER Inspection type, sequence number: FWFL 0001 FIREWALL FINAL INSPECTION 4/20/16 i