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1601 Atlantic Beach Dr new home driveway 2014 n! CITY OF ATLANTIC BEACH s) 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5814 ..0 A Application Number . . . . . 14-00001245 Date 8/28/14 Property Address . . . . . . 1601 ATLANTIC BEACH DR Tenant nbr, name . . . . . . 4342 HEATED 661 NOT Application type description SINGLE FAMILY RESIDENCE Property Zoning . . . . . . . RES SF DISTRICT Application valuation . . . . 520985 ---------------------------------------------------------------------------- Application desc NEW HOME ---------------------------------------------------------------------------- Owner Contractor ------------------------ ------------------------ TOLL FL VI LIMITED PARTNERSHIP TOLL BROS . , INC 160 CAPOE MAY AVE 250 GIBRALTAR RD PONTE VEDRA FL 32081 HORSHAM PA 19044 (904) 386-6472 --- Structure Information 000 000 NEW HOME Construction Type . . . . . TYPE 5-B Occupancy Type . . . . . . RESIDENTIAL Flood Zone . . . . . . . . ZONE X ---------------------------------------------------------------------------- Permit . . . . . . SINGLE FAMILY DWELLING NEW Additional desc . . Permit Fee . . . . 1722 . 00 Plan Check Fee 861 . 00 Issue Date . . . . Valuation . . . . 520985 Expiration Date . . 2/24/15 ---------------------------------------------------------------------------- Special Notes and Comments Avoid damage to underground water/sewer utilities . Verify vertical and horizontal location of utilities . Hand dig if necessary. Ensure all meter boxes, sewer cleanouts and valve covers are set to grade and visible . A sewer cleanout must be installed at the property line . Cleanout must be covered with an RT1 concrete box with metal lid. Cleanout to be set to grade and visible. The existing infrastructure is owned and maintained by ABCC/Atlantic Beach Partners until accepted for such by the City. Coordinate with Doug Maier for utility locates at 904-759-1395 or email dougmaier@comcast .net . Full right-of-way restoration, including sod, is required. Roll off container company must be on City approved list and container cannot be placed on City Right-of-way. (Approved: Advanced Disposal, Realco, Shappelle ' s and Waste Management . ) Full erosion control measures must be installed and PERMIT IS ���N 1rI A�CC��bA Q Ii C4' YO1e4- tA4TI0-60 WCIRt)%NCES AND THE FLORIDA BUILDING CODES. n CITY OF ATLANTIC BEACH j 800 SEMINOLE ROAD J - ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5814 Page 2 Application Number . . . . . 14-00001245 Date 8/28/14 ---------------------------------------------------------------------------- Special Notes and Comments activities . Contact Public Works (247-5834) for Erosion and Sediment Control Inspection prior to start of construction. 2010 FLORIDA BUILDING CODE, 2008 NATIONAL ELECTRIC CODE A sewer cleanout must be installed at the property line . Cleanout must be covered with an RT1 concrete box with metal lid. Cleanout to be set to grade and visible . *SUBMIT "CERTIFICATE OF COMPLIANCE" BY A LICENSED PEST CONTROL COMPANY PRIOR TO C.O. WINDOW AND DOOR INSPECTION: *INSTALLATION INSTUCTIONS REQUIRED *ALL STICKERS ARE TO REMAIN ON THE WINDOWS *PROVIDE ACCESS TO ALL WINDOWS TO INSPECT FASTENERS ---------------------------------------------------------------------------- Other Fees . . . . . . . . . STATE DCA SURCHARGE 25 . 83 ENG REV RESIDENTIAL BLD 100 . 00 STATE DBPR SURCHARGE 25 . 83 SEWER SDC-SYSTEM DEV CHG 4050 . 00 UTIL REV RESIDENTIAL BLDG 50 . 00 WATER CONNECT/METER ONLY 370 . 00 WATER CROSS CONNECTION 50 . 00 WATER SDC-SYSTEM DEV CHG 1140 . 00 ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 1722 . 00 1722 . 00 . 00 . 00 Plan Check Total 861 . 00 861 . 00 . 00 . 00 Other Fee Total 5811 . 66 5811 . 66 . 00 . 00 Grand Total 8394 . 66 8394 . 66 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. 'Toll Architecture 11 ± F i L E C 0 P Y MEMO TO: Steve Merten Coastal Oaks Ambassador U 160 Cape May Avenue AUG 11 2014 Ponte Vedra, Florida 32081 CC: Fleta Collins, Shannon VanCleave BY FROM: Aron P. Barley, AIA Toll Brothers, Inc. DATE: August 8, 2014 RE: Atlantic Beach Ambassador- Lot 001 Catalina/ Shingle—Revision#93191 On the above referenced lot,this letter shall be used to revise or clarify the following condition(s): 1. Revised the location of the 16'-0" Garage Door; clouded and tagged on Sheets A1.62, A2.62, A5.62, M1.62 and E1.62. 2. Added (2)windows at the Great Room; clouded and tagged on Sheets Al.62, A2.62, A3.N, A5.62, A5.2.62, E1.62 and M1.62. 3. Revised column size and trim details at the Portico, clouded and tagged on Sheets A1.62, A2.62, A5.62, A5.2.62, A7.62, M.1.62 and E 1.62. 4. Revised decorative trim details; clouded and tagged on Sheets A5.62, A5.1.62, A5.2.62, A5.3.62 and A7.62. i If you have any questions regarding this letter feel free to contact me at Toll Architecture (407)-248- 5800. Sincerely, i AronJay, vpl AR94562 FLORIDA DIVISION 2966 Commerce Park Drive Suite 100 ■ Orlando, FL 32819 ■ (407)248-5800 ■ FAX: (407)248-5899 PHILADELPHIA■ORLANDO ■ DALLAS ■ SEATTLE A `Toll`Brothers COMPANY `MIA FILE COPY ' FORM 405-10 I FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: CATALINA 4342 Builder Name: Toll Brothers Street: Lot 1 Atlantic Beach Country Club Permit Office: Duval City,State,Zip: Jacksonville,FL, Permit Number: Owner: Toll Brothers Jurisdiction: 261300 Design Location: FL,Jacksonville i 1. New construction or existing New(From Plans) 9. Wall Types(3935.6 sqft,) Insulation Area 2. Single family or multiple family Single-family a.Frame-Wood,Exterior R=19.0 3438.10 ft2 b.Frame-Wood,Adjacent R=13.0 497.50 ft' 3. Number of units,if multiple family 1 c.N/A R= ft2 4. Number of Bedrooms 5 d.N/A R= ft2 10.Ceiling Types (3648.0 sqft.) Insulation Area 5. Is this a worst case? No a.Under Attic(Vented) R=38.0 3348.00 ft' 6. Conditioned floor area above grade(ft2) 4342 b.Knee Wall(Vented) R=19.0 300.00 ft2 Conditioned floor area below grade(ftz) p c.NIA R= ft' 11.Ducts R ft' I 7. Windows(589.5 sqft.) Description Area a.Sup:Attic,Ret:Attic,AH:Attic 6 516 a. U-Factor. Dbl,U=0.34 589.50 ft2 b.Sup: Attic,Ret:Attic,AH:Attic 6 350 SHGC: SHGC=0.27 b. U-Factor: N/A ft 12.Cooling systems kBtu/hr Efficiency SHGC: a.Central Unit 42.0 SEER:14.00 b.Central Unit 17.8 SEER:14.00 c. U-Factor. NIA ft2 SHGC: 13.Heating systems kBtu/hr Efficiency d. U-Factor: N/A ft2 a.Electric Heat Pump 42.0 HSPF:8.00 SHGC: b.Electric Heat Pump 17.8 HSPF:8.00 j Area Weighted Average Overhang Depth: 4.366 ft. i Area Weighted Average SHGC: 0.270 14.Hot water systems a.Natural Gas Tankless Cap:1 gallons 8. Floor Types (4342.0 sqft.) Insulation Area EF:0.590 a.Slab-On-Grade Edge Insulation R=0.0 2857.00 ft' b. Conservation features b,Floor Over Other Space R=0.0 994.00 ft2 None c.other(see details) R= 491.00 ft2 15.Credits Pstat Total Proposed Modified Loads: 59.93 /� Glass/Floor Area: 0.136 PASS Total Standard Reference Loads: 88.38 I hereby certify that the plans and specifications covered by Review of the plans and O�rtSE �.q?� this calculation are in compliance with the Florida Energy specifications covered by this Nk in` � 0��, Code. calculation indicates compliance (-� wBefore construction is completed the Florida Energy Code. Ytnr PREPARED Y:� P / DATE: ZhY this building will be inspected for hI '...-. compliance with Section 553.908 # t t St Florida Statutes. r I hereby certify that this building, as designed, is in compliance with the Florida Energy Code. _ Ob N'£'�' OWNER/AGENT: Ov BUILDING OFFICIAL: 1 DATE: � / DATE: J � Compliance requires completion of a Florida Air Barrier and Insulation inspection Checklist 1 i I I I I I 1 1 7/17/2014 1:40 PM EnergyGauge®USA-FlaRes2010 Section 405.4.1 Compliant Software Page 1 of 6 I i 1 � i I PROJECT Title: CATALINA 4342 Bedrooms: 5 Address Type: Street Address Building Type: User Conditioned Area: 4342 Lot# Owner: Toll Brothers Total Stories: 2 Block/SubDivision,. #of Units: 1 Worst Case: No PlatBook: Builder Name: Toll Brothers Rotate Angle: 0 Street: Lot 1 Atlantic Beach Co Permit Office: Duval Cross Ventilation: No County: Duval Jurisdiction: 261300 Whole House Fan: No City,State,Zip: Jacksonville Family Type: Single-family FL, j New/Existing: New(From Plans) I+ Comment: CLIMATE i j IECC Design Temp Int Design Temp Heating Design Daily Temp V Design Location TMY Site Zone 97.5% 2.5% Winter Summer Degree Days Moisture Range FL,Jacksonville FL JACKSONVILLE_INT 2 32 93 70 75 1281 49 Medium j • I BLOCKS Number Name Area Volume 1 Blockl 2857 28570 2 Block2 1485 13365 SPACES Number Name Area Volume Kitchen Occupants Bedrooms InfilID Finished Cooled Heated 1 1st Floor 2857 28570 Yes 3 2 1 Yes Yes Yes I 2 2nd Floor 1485 13365 No 3 3 1 Yes Yes Yes FLOORS # Floor Type Space Perimeter Perimeter R-Value Area Joist R-Value Tile Wood Carpet 1 Slab-On-Grade Edge Insulatio 1st Floor 39.5 ft 0 2857 ft2 --_- D 0 1 2 Floor Over Other Space 2nd Floor __ 994 ft2 0 0 0 1 V 3 Floor over Garage 2nd Floor ____ -__- 491 ft2 0 0 0 1 ROOF i 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 3744 ft2 838 ft2 Medium 0.7 N 0.9 No 0 26.6 I ATTIC i V # Type Ventilation Vent Ratio(1 In) Area RBS IRCC 1 Full attic Vented 300 3348 ft2 N N f I i 7/17/2014 1:40 PM EnergyGauge®USA-FlaRes2010 Section 405.4.1 Compliant Software Page 2 of 6 j i CEILING # Ceiling Type Space R-Value Area Framing Frac Truss Type 1 Under Attic(Vented) 1 st Floor 38 1863 ft' 0.11 . Wood 2 Under Attic(Vented) 2nd Floor 38 1485 ft' 0.11 Wood 3 Knee Wall(Vented) 2nd Floor 19 300 ft' 0.11 Wood i WALLS I AdjacentSpace Cavity Width Height Sheathing Framing Solar Below SW Exterior Frame-Wood 1 st Floor 19 8 9 10 0 87.5 ft' 0 0.25 0.8 0 _2 S Exterior Frame-Wood 1 st Floor 19 40 6 12 0 486.0 ft' 0 0.25 0.8 0 _ SE Exterior Frame-Wood 1 st Floor 19 3 6 12 0 42.0 ft' 0 0.25 0.8 0 _ E Exterior Frame-Wood 1 st Floor 19 49 0. 12 0 588.0 ft' 0 0.25 0.8 0 _ NE Exterior Frame-Wood 1 st Floor 19 3 6 12 0 42.0 ft' 0 0.25 0.8 0 6 N Exterior Frame-Wood 1st Floor 19 33 5 12 0 401.0 ft' 0 0.25 0.B 0 7 W Exterior Frame-Wood 1st Floor 19 20 1 10 0 200.8 ft' 0 0.25 0.8 0 B W Garage Frame-Wood 1 st Floor 13 49 9 10 0 497.5 ft' 0 0.25 0.8 0 9 SW Exterior Frame-Wood 2nd Floor 19 8 9 9 0 78.8 ft' 0 0.25 0.8 0 '\\10 S Exterior. Frame-Wood 2nd Floor 19 40 9 9 0 366.8 ft' 0 0.25 0.8 0 11 E Exterior Frame-Wood 2nd Floor 19 39 9 9 0 357.8 ft' 0 0.25 0.8 0 12 N Exterior Frame-Wood 2nd Floor 19 46 9 9 0 420.8 ft' 0 0.25 0.8 0 13 W Exterior Frame-Wood 2nd Floor 19 40 9 9 0 366.8 ft' 0 0.25 0.8 0 DOORS # Ornt Door Type Space Storms U-Value Width Height Area Ft In Ft . In 1 SW Wood 1st Floor None .6 3 8 24 ft' 2 W Wood 1st Floor None .6 3 7 21 ft' WINDOWS Orientation shown is the entered,Proposed orientation. / Wall Overhang v # Ornt ID Frame Panes NFRC U-Factor SHGC Area Depth Separation Int Shade Screening 1 SW 1 Vinyl Low-E Double Yes 0.34 0.27 20.0 ft' 1 ft 4 in 1 ft 0 in None Interior 5 i 1 2 SW 1 Vinyl Low-E Double Yes 0.34 0.27 30.0 ft' 1 ft 4 in 1 ft 0 in None Interior 5 3 SE 3 Vinyl Low-E Double Yes 0.34 0.27 15.0 ft' 7 ft 4 in 1 ft 0 in None Interior 5 4 E 4 Metal Low-E Double Yes 0.34 0.27 128.0 ft' 9 ft 0 in 1 ft 0 in None Interior 5 5 E 4 Vinyl Low-E Double Yes 0.34 0.27 30.0 ft' 4 ft 7 in 1 ft 0 in None Interior 5 6 E 4 Vinyl Low-E Double Yes 0.34 0.27 45.0 ft' 12 ft 1 in 1 ft 0 in None Interior 5 7 NE 5 Vinyl Low-E Double Yes 0.34 0.27 15.0 ft' 7 ft 4 in 1 ft 0 in None Interior 5 8 N 6 Vinyl Low-E Double Yes 0.34 0.27 30.0 ft' 1 ft 4 in 11 ft 0 in None Interior 5 9 N 6 Vinyl Low-E Double Yes 0.34 0.27 12.5 ft' 1 ft 4 in 11 ft 0 in None Interior 5 i ��- 10 W 7 Vinyl Low-E Double Yes 0.34 0.27 15.0 ft' 1 ft 4 in 1 ft 0 in None Interior 5 i i 11 N 6 Vinyl Low-E Double Yes 0.34 0.27 10.0 ft' 1 ft 4 in 11 ft 0 in None Interior 5 i 12 E 4 Vinyl Low-E Double Yes 0.34 0.27 15.0 ft' 4 ft 4 in 1 ft 0 in None Interior 5 13 W 7 Vinyl Low-E Double Yes 0.34 0.27 30.0 ft' 1 ft 4 in 1 ft 0 in None Interior 5 14 SW 9 Vinyl Low-E Double Yes 0.34 0.27 15.0 ft' 1 ft 4 in 1 ft 0 in None Interior 5 i 7/17/2014 1:40 PM EnergyGauge®USA-FlaRes2010 Section 405.4.1 Compliant Software Page 3 of 6 WINDOWS Orientation shown is the entered,Proposed orientation. Wall Overhang V� # Ornt ID Frame Panes NFRC U-Factor SHGC Area Depth Separation Int Shade Screening V 15 N 12 Vinyl Low-E Double Yes 0.34 0.27 60.0 ft2 1 ft 4 in 1 ft 0 in None Interior 5 11i 16 N 12 Vinyl Low-E Double Yes 0.34 0,27 9.0 ft2 1 ft4 in 1 ft 0 in None Interior 5 1 17 W 13 Vinyl Low-E Double Yes 0.34 0.27 30.0 ft2 1 ft 4 in 1 ft 0 in None Interior 5 L 18 W 13 Vinyl Low-E Double Yes 0.34 0.27 8.3 ft2 1 ft 4 in 1 ft 0 in None Interior 5 19 W 13 Metal Low-E Double Yes 0.34 0.27 33.3 ft2 1 ft4 in 1 ft 0 in None Interior 5 20 S 10 Vinyl Low-E Double Yes 0.34 0.27 15.0 ft2 1 ft 4 in 1 ft 0 in None Interior 5 21 E 11 Vinyl Low-E Double Yes 0.34 0.27 23.3 ft2 1 ft 4 in 1 ft 0 in None Interior 5 GARAGE # Floor Area Ceiling Area Exposed Wall Perimeter Avg.Wall Height Exposed Wall Insulation 1 661 ft2 170 ft2 64 ft 8 ft 1 INFILTRATION # Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 1 Wholehouse Best Guess .0003 3416.7 187.57 352.76 .2844 4.8886 HEATING SYSTEM F # System Type Subtype Efficiency Capacity Block Ducts / 1 Electric Heat Pump None HSPF:8 42 kBtu/hr 1 sys#1 V 2 Electric Heat Pump None HSPF:8 17.8 kBtu/hr 2 sys#2 COOLING SYSTEM # System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 Central Unit Split SEER: 14 42 kBtu/hr 1250 cfm 0.700000 1 sys#1 2 Central Unit None SEER: 14 17.8 kBtu/hr 534 cfm 0.7 2 sys#2 HOT WATER SYSTEM # System Type SubType Location EF Cap Use SetPnt Conservation 1 Natural Gas Tankless Garage 0.59 1 gal 60.9 gal 120 deg None SOLAR HOT WATER SYSTEM FSEC Collector Storage Cert # Company Name System Model# Collector Model# Area Volume FEF j I None None ft2 j i I 7/17/2014 1::40 PM EnergyGauge®USA-FlaRes2010 Section 405.4.1 Compliant Software Page 4 of 6 DUCTS --Supply— --Return— Air CFM 25 CFM25 HVAC# # Location R-Value Area Location Area Leakage Type Handler TOT OUT QN RLF Heat Cool —1 1 Attic 6 516 ft' Attic 210 ft' Default Leakage Attic (Default) (Default) 1 1 2 Attic 6 350 ft' Attic 242 ft" Default Leakage Attic (Default) (Default) 2 2 TEMPERATURES Programable Thermostat:Y Ceiling Fans: Cooling [[ ]]Jan Feb Mar [ ]Apr [ ]Ma rj Jun n Jul [X]Aug ri Se [ ]Oct [ ]Nov Dec Heatng [X]Jan Feb EXj Mar L_]Apr [ ]May Jun Jul E ]AuSeP []Oct [X]Nov Dec Ventin (( ]]Jan Feb [[X Mar �X))A r [ l Ma Jun Jul ]Aug Se [X]Oct ki Nov Dec Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling(1ND) AM 78 78 78 78 78 78 78 78 80 80 80 80 PM 80 80 78 78 78 78 78 78 78 78 78 78 Cooling(WEH) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Heating(WD) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 Heating(WEH) AM 66 66 66 66 66 68 68 68 68 66 68 6B PM 68 68 68 68 68 68 68 68 68 68 66 66 i i I I I I I I I 7/17/2014 1:40 PM EnergyGaugeO USA-FlaRes2010 Section 405.4.1 Compliant Software Page 5 of 6 i ' I FORM 405-10 Florida Code Compliance Checklist Florida Department of Business and Professional Regulations Residential Whole Building Performance Method ADDRESS: Lot 1 Atlantic Beach Country Club PERMIT#: Jacksonville, FL, MANDATORY REQUIREMENTS SUMMARY-See individual code sections for full details. COMPONENT SECTION SUMMARY OF REQUIREMENTS) CHECK Air leakage 402.4 To be caulked, gasketed,weatherstripped or otherwise sealed. Recessed lighting IC-rated as meeting ASTM E 283. Windows and doors= 0.30 cfm/sq.ft. Testing or visual inspection required. Fireplaces: gasketed doors &outdoor combustion air. Must complete envelope I leakage report or visually verify Table 402.4.2. Thermostat& 403.1 At least one thermostat shall be provided for each separate heating and controls cooling system. Where forced-air furnace is primary system, programmable thermostat is required. Heat pumps with supplemental electric heat must prevent supplemental heat when compressor can meet the load. Ducts 403.2.2 All ducts, air handlers, filter boxes and building cavities which form the primary air containment passageways for air distribution systems shall be considered ducts or plenum chambers, shall be constructed and sealed in accordance with Section 503.2.7.2 of this code. 403.3.3 Building framing cavities shall not be used as supply ducts. Water heaters 403.4 Heat trap required for vertical pipe risers. Comply with efficiencies in Table 403.4.3.2, Provide switch or clearly marked circuit breaker (electric) or shutoff(gas). Circulating system pipes insulated to= R-2 + accessible manual OFF switch. Mechanical 403.5 Homes designed to operate at positive pressure or with mechanical ventilation ventilation systems shall not exceed the minimum ASHRAE 62 level. No make-up air from attics, crawlspaces, garages or outdoors adjacent to pools or spas. Swimming Pools 403.9 Pool pumps and pool pump motors with a total horsepower(HP)of= 1 &Spas HP shall have the capability of operating at two or more speeds. Spas and heated pools must have vapor-retardant covers or a liquid cover or i other means proven to reduce heat loss except if 70% of heat from site-recovered energy. Off/timer switch required. Gas heaters minimum thermal efficiency=78%(82%after 4/16/13). Heat pump pool heaters minimum COP=4.0. Cooling/heating 403.6 Sizing calculation performed & attached. Minimum efficiencies per Tables 503.2.3. Equipment efficiency verification.required. Special equipment occasion cooling or heating capacity requires separate system or variable capacity system. Electric heat>10kW must be divided into two or more stages. Ceilings/knee walls 405.2.1 R-19 space permitting. 7/17/2014 1:40 PM EnergyGauge(D USA-FlaRes2010 Section 405.4.1 Compliant Software Page 6 of 6 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 68 The lower the EnergyPerformance Index, the more efficient the home. Lot 1 Atlantic Beach Country Club, Jacksonville, FL, 1. New construction or existing New(From Plans) 9. Wall Types Insulation Area 2. Single family or multiple family Single-family a.Frame-Wood,Exterior R=19.0 3438.10 ft2 b.Frame-Wood,Adjacent R=13.0 497.50 ft 3. Number of units,if multiple family 1 c.N/A R= ft2 4. Number of Bedrooms 5 d.NIA R= ft2 10.Ceiling Types Insulation Area 5. Is this a worst case? No a.Under Attic(Vented) R=38.0 3348.00 ft2 6. Conditioned floor area(ft2) 4342 b.Knee Wall(Vented) R=19.0 300.00 ft2 7. Windows" Description Area c.NIA R= ft2 2 a. U-Factor. Dbl,U=0.34 589.50 ft2 11.Ducts R ft a.Sup:Attic,Ret:Attic,AH:Attic 6 516 SHGC: SHGC=0.27 b,Sup: Attic,Ret:Attic,AH:Attic 6 350 b. U-Factor. NIA ft2 SHGC: 12.Cooling systems kl3tu/hr Efficiency c. U-Factor: NIA ft2 a.Central Unit 42.0 SEER:14.00 SHGC: b.Central Unit 17.8 SEER:14.00 d. U-Factor: NIA ft2 13.Heating systems kBtu/hr Efficiency SHGC: a.Electric Heat Pump 42.0 HSPF:8.00 Area Weighted Average Overhang Depth: 4.366 ft. b.Electric Heat Pump 17.8 HSPF:8.00 Area Weighted Average SHGC: 0.270 8, Floor Types Insulation Area 14.Hot water systems Ca 1 gallons a.Slab-On-Grade Edge Insulation R=0.0 2857.00 ft2 a.Natural Gas p' EF:0.59 b.Floor Over Other Space R=0.0 994.00 ft2 c.other(see details) R= 491.00 ft2 b. Conservation features None 15.Credits Pstat I certify that this home has complied with the Florida Energy Efficiency Code for Building ��- �%ESxtT� Construction through the above energy saving features which will be installed (or exceeded) 4V - = a in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Code compliant features. Builder Signature: Date: r7 �- i Address of New Home: City/FL Zip: COZ) WE i I *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 303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT. j EnergyGauge®USA-FlaRes2010 Section 405.4.1 Compliant Software I I TABLE 402.4.2 AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA Project Name: CATALINA 4342 Builder Name: Toll Brothers Street: Lot 1 Atlantic Beach Country Club Permit Office: Duval City,State,Zip: Jacksonville, FL, Permit Number: Owner: Toll Brothers Jurisdiction: 261300 Design Location: FL,Jacksonville COMPONENT CRITERIA CHECK Air barrier and thermal barrier Exterior thermal envelope insulation for framed walls is installed in I substantial contact and continuous alignment with building envelope air barrier. Breaks or joints in the air barrier are filled or repaired. Air-permeable insulation is not used as a sealing material. Air-permeable insulation is inside of an air barrier. Ceiling/attic Air barrier in any dropped ceiling/soffit is substantially aligned with insulation and any gaps are sealed. Attic access (except unvented attic), knee wall door, or drop down stair is sealed. Walls Corners and headers are insulated. Junction of foundation and sill plate is sealed. Windows and doors Space between window/doorjambs and framing is sealed. Rim joists Rim joists are insulated and include an air barrier. Floors (including Insulation is installed to maintain permanent contact with underside above-garage and cantilevered of subfloor decking. floors) Air barrier is installed at any exposed edge of insulation. Crawl space walls Insulation is permanently attached to walls. Exposed earth in unvented crawl spaces is covered with Class I vapor retarder with overlapping joints taped. Shafts, penetrations Duct shafts, utility penetrations, knee walls and flue shafts opening to exterior or unconditioned space are sealed. Narrow cavities Batts in narrow cavities are cut to fit, or narrow cavities are filled by sprayed/blown insulation. Garage separation Air sealing is provided between the garage and conditioned spaces. Recessed lighting Recessed light fixtures are airtight, IC rated, and sealed to drywall. Exception—fixtures in conditioned space. Plumbing and wiring Insulation is placed between outside and pipes. Batt insulation is cut to fit around wiring and plumbing, or sprayed/blown insulation extends behind piping and wiring. Shower/tub on exterior wall Showers and tubs on exterior walls have insulation and an air barrier separating them from the exterior wall. Electrical/phone box on Air barrier extends behind boxes or air sealed-type boxes are installed. Common wall Air barrier is installed in common wall between dwelling units. HVAC register boots HVAC register boots that penetrate building envelope are sealed to subfloor or drVwall. Fireplace Fireplace walls include an air barrier. EnergyGauge®USA-FlaRes2010 Section 405.4.1 Compliant Software I CGTv t , Project Summary Job:Date: Hefing&1tit Rest of House By: Conditioning " h4 , •., McGowan's Heating & Air Conditioning, Inc. 4850 Collins Road,Orange Park,FI 32073 Phone:904-278-0339 Fax:904-278-0366 Email:j acobs@mcgowansac.com Web:www.mcgowansac.com Project Informatioh For: Toll Brothers FI Notes: Catalina Design Informlabon Weather: Jacksonville NAS, FL, US Winter Design Conditions Summer Design Conditions Outside db 32 °F Outside db 94 °F Inside db 70 °F Inside db 75 °F Design TD 38 °F Design TD 19 °F Daily range M Relative humidity 50 % Moisture difference 47 gr/Ib Heating Summary Sensible Cooling Equipment Load Sizing Structure 31674 Btuh Structure 21493 Btuh Ducts 4207 Btuh Ducts 4892 Btuh Central vent(0 cfm) 0 Btuh Central vent(0 cfm) 0 Btuh Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 35881 Btuh Use manufacturer's data n Rate/swing multiplier 0.99 Infiltration Equipment sensible load 32581 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 0 Structure 2849 Btuh Ducts 742 Btuh Heating Cooling Central vent(0 cfm) 0 Btuh Area(ft Z) 2857 2857 Equipment latent load 3591 Btuh Volume (ft') 32166 32166 Air changes/hour 0.25 0.13 Equipment total load 36172 Btuh Equiv.AVF (cfm) 133 71 Req,total capacity at 0.70 SHR 3.9 ton Heating Equipment Summary Cooling Equipment Summary Make Carrier Make Carrier Trade Trade Model CH14NA042 Cond CH14NA042 AHRI ref 6803260 Coil FB4CNP048 AHRI ref 6803260 Efficiency 8 HSPF Efficiency 11.5 EER, 14 SEER Heating input Sensible cooling 28700 Btuh Heating output 40000 Btuh @ 47°F Latent cooling 12300 Btuh Temperature rise 27 °F Total cooling 41000 Btuh Actual air flow 1367 cfm Actual air flow 1367 cfm Air flow factor 0.038 cfm/Btuh Air flow factor 0.052 cfm/Btuh Static pressure 0.50 in H2O Static pressure 0.50 in H2O Space thermostat Load sensible heat ratio 0.88 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. ,i. wriightSOft' Comfort Builder by Wrightsoft 13.0.15 RSU12270 2014-Jul-17 05:46:14 Page 1 I:\300 RES NC\Toll Brothers\CATALINA 4342.rup Calc=MJ8 House faces: W Project Summary Job: Date: Con, ngang UP STAIRS By: Carwct�tiv»ii�g`� McGowan's Heating &Air Conditioning, Inc. 4850 Collins Road,Orange Park,FI 32073 Phone:904-278-0339 Fax:904-278-0366 Email:Bacobs@mcgowansac.com Web:www.mcgowansac.com Project Information For: Toll Brothers FI Notes: Catalina Design Information Weather: Jacksonville NAS, FL, US Winter Design Conditions Summer Design Conditions Outside db 32 °F Outside db 94 °F Inside db 70 °F Inside db 75 °F Design TD 38 °F Design TD 19 °F Daily range M Relative humidity 50 % Moisture difference 47 gr/Ib Heating Summary Sensible.Cooling Equipment Load Sizing Structure 13608 Btuh Structure 11110 Btuh Ducts 1661 Btuh [ducts 2018 Btuh Central vent(0 cfm) 0 Btuh Central vent(0 cfm) 0 Btuh Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 15270 Btuh Use manufacturer's data n Rate/swing multiplier 0.99 Infiltration Equipment sensible load 13231 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 0 Structure 2018 Btuh Ducts 306 Btuh Heating Cooling Central vent(0 cfm) 0 Btuh Area(ftp 1485 1485 Equipment latent load 2325 Btuh Volume (ft') 14221 14221 Air changes/hour 0.35 0.19 Equipment total load 15556 Btuh Equiv.AVF(cfm) 84 45 Req.total capacity at 0.70 SHR 1.6 ton Heating Equipment Summary Cooling Equipment Summary Make Carrier Make Carrier Trade Trade Model CH14NA018 Cond CH14NA018 AHRI ref 6803521 Coil FB4CNP024 AHRI ref 6803521 Efficiency 8 HSPF Efficiency 11.5 EER, 14 SEER Heating input Sensible cooling 12460 Btuh Heating output 17200 Btuh @ 47°F Latent cooling 5340 Btuh Temperature rise 26 °F Total cooling 17800 Btuh Actual air flow 593 cfm Actual air flow 593 cfm Air flow factor 0.039 cfm/Btuh Air flow factor 0.045 cfm/Btuh Static pressure 0.50 in H2O Static pressure 0.50 in H2O Space thermostat Load sensible heat ratio 0.85 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. WCIghtSO�" Comfort Builder by Wrightsolt 13.0.15 RSU12270 2014-Jul-17 05:46:14Page 2 ACCk I:\300 RES NC\Toll Brothers\CATALINA 4342.rup Calc=MJ8 House faces: W N First Floor 6x14 12x6 8 7' 12" /I iT' GREAT ROOM MASTER BED' 6 x 14 8" 14x6 14x6 8' 8 12x6 14" 7„ 10x6 Ret I'6 x 16 Riser 24x 18 16 s„ 18" 4 x 8 8 T Sup 4" Riser 4x8 4" 3"F DINING gt?�„ HIS WC 10 x 10 Riser 16' 10 x 10 HALL 10xs LAUND 9„ " 4x8 LOSET 6 4" 12x12 12x6 I -L M�R BATH I 10' 9" 7" 4x6 3"Fan 4 10x6 STUDY. HERS s^ FOYER. 3"Fan POW....: R.:'. GARAGE' 8x4 14x14 4" 7. 4 x 8 4' 14x14 WI 2 12„ 3"Fan 6214 BED 2 RT H8.: 6x10 5" Job #: McGowan's Heating & Air Conditioning Scale: 1 : 106 Performed for: Page 1 Toll Brothers 4850 Collins Road Comfort Builder by Wrightsoft Orange Park,FI 32073 13.0.15 RSU12270 FI Phone:904-278-0339 Fax:904-278-0366 2014-Jul-17 05:49:16 www.mcgowansac.com jjacobs@mcgowansac com .\Toll Brothers\CATALINA 4342.rup N 2ND FL bed 5 12 x 6 12 x 12 7 9' Rel Riser 14" 18" bath 3 18" Sup Riser 77 4 x 8 8x4 way 12" 4 4" 12 12 14" 12" 91, " ;mechlunfini ed 16" SSP �' Riser 16" BED 2, 6x12 7' 2-way 12x6 7" 8 x 4 8x4 T 4" 4" 18x18 BATH SINKS 9" 3"Fan ® 6 x 12 12 x 12 7" 10" STAIRSIFOYER UP 12x6 9" 7" LOFT' BED 4 6x12 7' .lob#: McGowan's Heating & Air Conditioning Scale: 1 : 106 Performed for: Page 2 Toll Brothers 4850 Collins Road Comfort Builder by Wrightsoft Orange Park,FI 32073 13.0.15 RSU12270 FI Phone:904-278-0339 Fax:904-278-0366 2014-Jul-17 05:49:19 www.mcgowansac.com jjacobs@mcgowansac.com _\Toll Brothers\CATALINA 4342.rup McGowan.'S Duct System Summary Job: HeatiDate: Heaths "ng (Rest of House) e Conditioning Y 7 McGowan's Heating & Air Conditioning, Inc. 4850 Collins Road,Orange Park,FI 32073 Phone:904-278-0339 Fax:904-278-0366 Email:pacobs@mcgowansac.com Web:www.mcgowansac.com Project • • For; Toll Brothers FI Heating Cooling External static pressure 0.50 in H2O 0.50 in H2O Pressure losses 0 in H2O 0 in H2O Available static pressure 0.50 in H2O 0.50 in H2O Supply/return available pressure 0.355/0.145 in H2O 0.355/0.145 in H2O Lowest friction rate 0.129 in/100ft 0.129 in/100ft Actual air flow 1367 cfm 1367 cfm Total effective length (TEL) 387 ft • •ly BMilph;DetailTable Design Htg Clg Design Diam H x W Duct Actual Ftg.Egv Name (Btuh) (Cfm) (cfm) FR (in) (in) Matl Ln (ft) Ln (ft) Trunk BATH 2 h 1402 53 43 0.145 5.0 Ox 0 VIFx 63.1 182.0 st7 BED 2 h 4713 180 144 0.142 8.0 Ox 0 VIFx 62.3 187.0 st7 DINING h 2315 88 62 0.167 6.0 Ox 0 VIFx 42.9 170.0 st8 FOYER h 2692 103 64 0.192 6.0 Ox 0 VIFx 39.6 145.0 st3 GREAT ROOM c 4224 140 219 0.176 8.0 Ox 0 VIFx 37.2 165.0 st8 GREAT ROOM-A c 4224 140 219 0.171 8.0 Ox 0 VIFx 42.7 165.0 St8 HERS h 498 19 13 0.167 4.0 Ox 0 VIFx 45.5 167.0 st6 HIS h 536 20 7 0.164 4.0 Ox 0 VIFx 49.5 167.0 St6 LAUNDRY c 195 9 10 0.172 4.0 Ox 0 VIFx 39.1 167.0 st6 MASTER BATH h 2452 93 45 0.168 6.0 Ox 0 VIFx 43.7 167.0 st6 MASTER BED h 2932 112 74 0.130 8.0 Ox 0 VIFx 69.0 205.0 St9 MASTER BED-A h 2932 112 74 0.130 8.0 Ox 0 VIFx 68.4 205.0 st9 NOOK/KITCHEN C 2342 72 121 0.227 7.0 Ox 0 VIFx 24.5 132.0 st2 NOOK/KITCHEN-A c 2342 72 121 0.129 7.0 Ox 0 VIFx 69.7 205.0 st9 POWDER h 274 10 8 0.143 4.0 Ox 0 VIFx 65.4 182.0 st7 STUDY c 2626 135 136 0.199 7.0 Ox 0 VIFx 38.5 140.0 st3 we C 22 0 1 0.164 4.0 Ox 0 VIFx 44.0 172.0 st6 WIC 2 h 254 10 7 0.147 4.0 Ox 0 VIFx 59.1 182.0 st7 2014-Jul-17 05:46:14 wrightsoft' Comfort Builder by Wrightsoft 13.0.15 RSU12270 Page 1 1:\300 RES NC\Toll Brothers\CATALINA 4342.rup Calc=MJ8 House faces: W • • Detail Table,:� Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (Cfm) (Cfm) FR (fpm) (in) (in) Material Trunk st6 Peak AVF 142 76 0.164 406 8.0 0 x 0 VinlFlx st2 st7 Peak AVF 253 202 0.142 464 10.0 0 x 0 VinlFlx st2 st9 Peak AVF 295 268 0.129 376 12.0 0 x 0 VinlFlx st8 st8 Peak AVF 663 768 0.129 550 16.0 0 x 0 VinlFlx st3 st3 Peak AVF 900 968 0.129 693 16.0 0 x 0 VinlFlx st2 Peak AVF 467 399 0.142 594 12.0 0 x 0 VinlFlx TableReturn Branch Detail Grill Htg Clg TEL Design Veloc Diam H x W Stud/Joist Duct Name Size (in) (Cfm) (Cfm) (ft) FR (fpm) (in) (in) Opening (in) Matl Trunk rb1 Ox 0 409 321 112.4 0.129 383 14.0 Ox 0 VIFx rt2 rb11 Ox 0 490 402 85.6 0.170 1110 9.0 Ox 0 VIFx rt2 rb10 Ox 0 468 644 91.6 0.158 525 15.0 Ox 0 VIFx rt2 Wadi • Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (Cfm) (Cfm) FR (fpm) (in) (in) Material Trunk rt2 Peak AVF 1367 1367 0.129 774 18.0 0 x 0 VinlFlx 2014-Jul-17 05:46:14wri htsoft Comfort Builder byWrightsof13.0.15 RSU12270 Page 2 ACCO I:\300 RES NC\Toll Brothers\CATALINA 4342.rup Calc=MJ8 House faces: W McGowan. Duct System Summary Job: Heatinrr&Air y � Date: Condit67ing UP STAIRS By: f McGowan's Heating & Air Conditioning, Inc. 4850 Collins Road,Orange Park,FI 32073 Phone:904-278-0339 Fax:904-278-0366 Email:j acobs@mcgowansac.com Web:www.mcgowansac.com Project • • For: Toll Brothers FI Heating Cooling External static pressure 0.50 in H2O 0.50 in H2O Pressure losses 0 in H2O 0 in H2O Available static pressure 0.50 in H2O 0.50 in H2O Supply/return available pressure 0.308/0.192 in H2O 0.308 0.192 in H2O Lowest friction rate 0.119 in/100ft 0.119 in/100ft Actual air flow 593 cfm 593 cfm Total effective length (TEL) 420 ft • • Detail TabJ6 Design Htg Clg Design Diam H x W Duct Actual Ftg.Egv Name (Btuh) (cfm) (cfm) FR (in) (in) Matl Ln (ft) Ln (ft) Trunk BATH h 394 15 10 0.145 4.0 Ox 0 VIFx 37.0 175.0 st4 BED 3 h 1859 72 67 0.151 7.0 Ox 0 VIFx 33.6 170.0 st4 BED 4 c 1914 82 86 0.125 7.0 Ox 0 VIFx 45.1 200.0 st5 LOFT C 2127 88 96 0.126 7.0 Ox 0 VIFx 38.7 205.0 st5 LOFT-A C 2127 88 96 0.119 7.0 Ox 0 VIFx 48.3 210.0 st5 LOFT-B c 2127 88 96 0.145 7.0 Ox 0 VIFx 36.4 175.0 st4 SINKS c 72 2 3 0.149 4,0 Ox 0 VIFx 32.0 175.0 st4 bath 3 h 306 12 8 0.192 4.0 Ox 0 VIFx 24.9 135.0 st1 bed 5 h 3527 137 125 0.197 7.0 Ox 0 VIFx 21.4 135.0 st1 sinks h 191 7 5 0.198 4.0 Oxo VIFx 20.3 135.0 st1 Supply Trunk'Detaj].Table Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (Cfm) (cfm) FR (fpm) (in) (in) Material Trunk SO Peak AVF 593 593 0.119 555 14.0 0 x 0 VinlFlx st5 Peak AVF 259 279 0.119 511 10.0 0 x 0 VinlFlx st4 st4 Peak AVF 437 455 0.119 580 12.0 0 x 0 VinlFlx st1 2014-Jul-17 05:46:14 � wrightsoft` comfort Builder by Wrightsoft 13.0.15 RSU12270 Page 3 ACCk I:\300 RES NC\Toll Broth ers\CATALINA 4342.rup Calc=MJ8 House faces: W Return Branch Detail Table Grill HtgClg TEL Design Veloc Diam H x W Stud/Joist Duct Name Size (in) (cfm) (cfm) (ft) FR (fpm) (in) (in) Opening (in) Mat[ Trunk rb7 Ox 0 156 138 160.6 0,120 354 9.0 Ox 0 VIFx rt1 rb6 Ox 0 171 183 145.0 0.133 413 9.0 Ox 0 VIFx rt1 rb3 Ox 0 89 81 146.0 0.132 202 9.0 Ox 0 VIFx rt1 rb4 Ox 0 177 192 161.6 0.119 435 9.0 Ox 0 VIFx rt1 Return Trunk Detail Table Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FR (fpm) (in) (in) Material Trunk rt1 Peak AVF 593 593 0.119 555 14.0 0 x 0 VinlFlx ;, wri htSOft„ 2014-Jul-17 05:46:14 ��.+r,� 9 Comfort Builder by Wrightsoft 13.0.15 RSU12270 Page 4 ACCV, :\300 RES NC\Toll Brothers\CATALINA 4342.rup Calc=MJ8 House faces: W BUILDING PERMIT APPLICATION CITY OF ATLANTIC BEACH 800 Seminole Road, Atlantic Beach, FL 32233 /(00/ Office (904) 247-5826 Fax (904) 247-5845 Job Address: ,Atlantic Beach Drive; Atlantic Beach, FL 32233 Permit Number: Legal Description LOT 101 T 1 m4MdC, SOMGouwtn Md lam'47, Pj"5P22arcel# Floor Area o q. t. q.F't Valuation of Work S s2o.985 Proposed Work heated/cooled 4342 non-heated/cooled 661 Class of Work(circle one):(�:He:wD Addition Alteration Repair Move Demolition pool/spa window/door Use of existing/proposed structure(( 'rcle one): Commercial Residential If an existing structure,is a fire spr system installed? (Circle one): es No N/A Florida Product Approval# See att For multiple products use produ roval form Describe in detail the type of work to be performed:New Residential Codn tion A Property Owner Information: C= / �" l Name: TOLL FL VI LIMITED PARTNERSHIP Address: 160 Cape Mae City Ponte Vedra State FL Zip 32081 Phone 904 217-0739 l G m m n T S E-Mail or Fax#(Optional)mlieberman@tollbrothersinc.com / Contractor Information: CONTRACTOR EMAIL ADDRESS: mlieberman(&tollbrothersinc.com Company Name:Toll Bros.,Inc. Qualifying Agent: Steven R. Merten Address: 160 Cape May Avenue City Ponte Vedra. FL Zip 32081 Office Phone 904 217-0739 Job Site/,tact Number 904 386-6472 Fax# State Certification/Registration#CGC 1510225 Architect Name&Phone# r•r_ Engineer's Name&Phone# Fee Simple Title Holder Name and Address Bonding Company Name and Address Mortgage Lender Name and Addres IWO * � Application is hereby made to obtain a permit to do the worstallations as indicated. I certify that no work or installation has commencedprior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. This permit becomes null and void if work is not commenced within six(6)months, or if construction or work is suspended or abandoned for a period of six(6)months at any time after work is commenced. I understand that separate permits must be secured for Electrica(Work,Plumbing,Signs, Wells,Pools, urnaces,Boilers,Heaters, Tanks and Air Conditioners,etc. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. 1 hereby certify that I have read and examined thisplication and know the same to be true and correct. All provisions of laws and ordinances governing this type o1 work will be coU heth specs ted herein or not. The granting of a permit does not presume to give authori to violate or cancel the provisions of any other or 1 law regulating construction or the performance of construction. Signature of Owner Signature of Contractor PrintName �• #lei - Print Name l+Fi�/ R............... ........................................................................................ .................................................................. Before e Before rpe this Day of TZA- 20 this;&-Day of 17L 201Y Notary Public Notary Public Revised 01.26.10 tPwY'`e- t3E yMA�I PY"` MELISSA L1 BE SMAN MELISSA LfE k CITY OF ATLANTIC BEACH FILE COPY Building Department ► - 800 Seminole Road - Atlantic Beach,Florida 32233 (904)247-5800 PLAN REVIEW COMMENTS Permit Application # /`/— /)yS Property Address: /(,O/ '41164//?- Applicant: /o// /1 r p-fiPlS Project: _MP w &23e— This permit application has been: Approved Reviewed and the following items need attention: r -D SSI Gr e, " Please re-submit your application when these items have been completed. Reviewed By:12k Date: S?//-/j� DO NOT WRITE BELOW- OFFICE USE ONLY Applicable Codes: 2010 FL RIDA BUILDIN ODE Review Result (circle one) Approved Disapproved Approved w/ Conditions Review Initials/Date: Development Size Habitable Space � 3 Non-Habitable Impervious area _�Lro Miscellaneous Information Occupancy Group Type of Construction ( Number of Stories Zoning District Max. Occupancy Load Fire Sprinklers Required Flood Zone Conditions/Comments: zsOr- _ M.SZ6LZL9- .LfZY-{o .6'Or 9YZY-7 .50,6af1. £ 133 HS .Sobaff-YJ f .Y('6Lf - bZ75y-ft7 M.Z4LLfDS � 3t1,LLf9N=Da Z67B i - .0a9SZ-a .9r,M Yf• .Bf;H./f-YJ DY'lZt�lfJ f 39i.1Y.ODS'�&7 oonsc'-a zinz-Lu .24rL9r-va $9Y k s-W Ll ap or .9zr£9r-vo Lo} J i ,EC.LtZ 3 LSL oJS QtitiL MLr 99 EN; 1 33HS _ s} tion H zL 3SLLyyLe . K r,- ....r .oa ,L9YRL Sy ct�e ro=XA 1p Ct r Y t-1 M •Q�os „rt Co It Xf' LYfS N 6■ + P°.{ sx ry T c� ilrs lw ° ; s SLL °k W ELL- `9 r y c or H r3`. � ■lrp n� � _ _ r„e aLLNYLL r n t 9 -- 30CI Fla s sGLJ S ESL . BL \fL1l .zuWm ■tn `,VMF V z mL�' pCl9 Lst� Lit v L I, z u r 'at ¢ aJ fil % g„5L YIN tst H i1. VOL 8Lt J a a YG 3. �LY� 1:21 BSL S �a w o c9 _ ILS erl aM r La ort L'1 ELL N Y 4 �o M. 7r-(o eat Lr c� v ¢ jt.• .aa YL N'7 u LYL a ,f w ss-s eL - a r�q g ■c m Lst M S f s .E'S'LY- ��i' art 4abi o` a'6 C M.aIYF. -9a .A46.9r tm-9a 09 4 6a r9LTyt- %3p1-7 •M.DS,SSYp/.'-gj Q7bS[d7' UO M.7 'Y �^ srt r �n all .6*.ZLff-vo °eN �1 ZY[y-7 6 SOL - I�rT tt o nt ° 6■t a ,Z00wrr-,& z9- 9 ' NL, py v B9t ■st J 3 60Zr-fo ■x f F` E5N S J Sr H M'n•M� F6va-tA l+ EYt O rl7f-7 Ev n oowr-a X9Z�°6�zL�- 3 a y .CLZL6-y,7 oD= 7 4` .640asa-vo S� �° 3r0•r'4 q � = 3Nz;��,O 3KiiitlonG70D ■ `,�pEi rpt itt,ZZ,Z0005 " 6llo- oil set Ott !. Po r Stl=O J 9 lC rRt v L ay rxo aCG� L[t ZCL� CCIT KC o SEL, BEl ct ` ti LtIO - 3,eyA 6LS rolr � �'1•' sLLr S .t9Ctr=/o M.DF.La�. y,SBZL( 3LL.zL00N ,6f ZD- _ r1� _ M. .Koas-67 -10S a.LAS t N a rtt'r` AlfoZ,oDy,LON 01W-7 _ YOZ fr tl` vL e0t f it r .Gown-a M.6YLa6B5 �nL' <.iz.vo .iq lr,�yj r .mow — to L 133//S 6Drcl-Ho rLoaN 3 VOL OtL yr4i M 6ital9s-Da ! Vic _ 0 LC lLl�7 ^p V91-91•JdOtt ' E- Ln .[ZtLb's-vJ LRJ rIdTd 9,69. J D6 Via°de 11 9 CL a W �' `� z G!/a•orl�r -!n m-Ci r Y�t�rtLtit o .1 c�.Uc�C w (z'rt Jti LP a 661- Od'MS371 ?L'0 N/ q p 7 t Z £ �j m �iY,FLzaN ,� 1738/6M30SONYT - 3H y^ 6 S 9 CS tl� . jb W 2 3.cS CC 1 0 91 d h z 2 2 J1aYd 31M 0 Pa S a 0000 66E6% oPNol3 Xf unoo IDA rlp 7so3 667 a6uo Y 'y}noS Z dlysuMol 91n01Nnoo -/j NOTICE OF COMMENCEMENT State of: FLORIDA Tax Folio No. 1149 399 —000Q - P"rR ae It UrmQ pub County of: DUVAL Oe- NOV 4451W04 -1 � nuol To Whom It May Concern: The undersigned hereby informs you that improvements will be made to certain real-property, and in accordance with Section 713 of the Florida Statutes,the following information is stated in this NOTICE OF COMMENCEMENT. Legal Description of property being improved: Lot 1 Atlantic Beach Country Club Plat Book 67 page 52 Address of property being improved: 1601 ATLANTIC BEACH DRIVE ATLANTIC BEACH FL 32233 General description of improvements: NEW HOME CONSTRUCTION Owner: TOLL FL VI LIMITED PARTNERSHIP Address: 250 GIBRALTAR RD HORSHAM PA 19044 Owner's interest in site of the improvement: FEE SIMPLE Fee Simple Titleholder(if other than owner): Name: Contractor: TOLL BROS., INC. Address: 160 CAPE MAY AVE. PONTE VEDRA FL 32081 Telephone No.: 904-217-0739 Fax No: 904-460-2683 Surety(if any) Address: Amount of Bond$ Telephone No: Fax No: Name and address of any person making a loan for the construction of the improvements Name: Address: Phone No: Fax No: Name of person within the State of Florida, other than himself,designated by owner upon whom notices or other documents may be served: Name: STEVE MERTEN Address: 160 CAPE MAY AVE. PONTE VEDRA FL 32081 Telephone No: 904-217-3852 Fax No: 904-460-2683 In addition to himself, owner designates the following person to receive a copy of tl . Lienor's Notice as provided in Section 713.06(2)(b), Florida Statues. (Fill in at Owner's option) Name: Address: Telephone No: Fax No: Expiration date of Notice of Commencement(the expiration date is one(1)year from the date of recording unless a different date is specified): 2 YEARS THIS SPACE FOR RECORDER'S USE ONLY OWNER Signe . Date: /ZI Doc#20141898?9,OR BK 16887 Page 990, Before this day of in the County of Duval,State Number Pages:; Of Florida,has personally appeared t/ 2 Recorded 08i21%2014 at 0432 PM, Notary Public at Large, State of Floida,County of Duval. 5 Ronnie Fussell CLERK CIRCUIT COURT DUVAL MY commission expires: 91 1$ 1`y `t COUNTY Personally Known: or RECORDING$?0.00 Produced Identification: `:'i R{tY PVP•,, MELISSA LIESEW-0AN MY COMMISSION 7FF055605 EXPIRES September 18.2017 407)3AS.0153 Floridallotary Service.com SITE PLAN LOT 1 AS SHOWN ON PLAT OF ATLANTIC BEACH COUNTRY CLUB UNIT 1 CAS RECORDED IN PLAT BOOK 67, PAGES 52-54 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FL. GRAPHIC SCALE 30 0 15 JornEE +Du ALL PAVERS LOT 50.FTG.erg, EASEYp3 110{ ALL YEA91RdORTS ESIIWIEp AaEs= 10. 6 AME,. _REG TRQ+lues 6.6 2,210 Sq. Ft. Aso' ( IN FEET ) a 1 inch = 30 ft, � Rr Wa o i1\ T 2 V � w \f\ 6.91' P 'G J/ 7.7 c 119• `IwK+ ..-� b ,al 6.91' 2 p3"W A/0 10.1 57J� X � TIMBER 4'ar w °�os�„.SD $ . 5.02'm IF BRIDGE 4 ,RDP°SE°U 4A 1. LANE 9"'°x 42 5100*" � TO IMPERVIOUS COVERAGE ,e h' ppltY T' MPT7tNd15 sd FL LOT 44111 N n : 't 26.23u1 .5 r •�1A: .. 8.5 ].Std SR Ft 1+401 S0.FL 5JRj, .....`� ...). .. .. YtrC61 .(''v�t�l'R 15.94 cAlsY oY' �'. 15.73' LINE TABLE xfe 4E'�s,°P' 111E 01 mm LENGTH \l OQ �IY / 9.4 u(p) sleoo'zo'w ears ,?i (R `S\� `05 LJ(P) 11-7-46'Ts se.an L](P) N47lr02'W MySfit-W '2' 40.00'X40 L4(P) N421 Y02'M 8250 � (, LS(p) M4742'WE 01.41 LA(P) SIO}Y572 6100 L7(C) N12}702'r 81.62 DENOTES PROPOSED CONCRETE 1.BEAIe M ARE BASED ON THE OEMTERLNE OF ATLANTIC DEA+DRIVE AS BEING Sls OO'10"r IL1). 2-TONS SIDW HEREON ARE DARED ON RAM)- 3 THE lAMOS sees,NFIEW UE MMM ROD ZOIE'Y t%(SHADED)'AS-c-ON THE ROOD MSUNMQ RATE YAP 6'.I.R.M.)-T, \ MNIBDt 12W75,PAME,NIIYBFIt DN1aX.DATEI..AME 1..13,IME-ZOMES SHORN W THIS SITE PUN AIE BEF ISCAIED Dpi OF"' FFYA. FJAL YAPS AND ARE-REFFADIQ ON.I M F.IA.Y,-f ATILM AAO O1I 1.-S QI TMS GTE R ARE VALID ONLY FOI OATS w TO \ AID IIOIDMG TIE OATS Q THIS SITE RAM. METE MAY NATE IT SUBSEQUENT REN9OI5 AFTER TNS OATS THAT w1 SUPO®E SAD IiOWA1MM IIIpJIO6 91OIlD BE MAGE TO THE COMMUNITY FLOOD RAZE M-AOEM.T Rp09TE RY,OEPARI I O"PLIBIIC GERMUL.TY as 4.ATUNTIC BEACH. 0 IMpER4A01MO FOl1DATONs CR UIIUlE3 A NO IYPROVLIpTS(ITIIER lllAll INOSE 5110w1 HEIS LOCATED IlNOU THE SCOPE Q 11,5 SITE RAN. 1 ADpiDMS DELEDONS AND/OR ANY YRBTid MfORYADON ADDED TO RXS MM MD/Olt REPENT IS PROepIED DID 5 NOT AURIOMff.D BY 111E 6.'eS SLFKYOR. B.INTI ES N MT S M n BE NEMER AT A SCALE E 1'ILD OR SMALLER. 7.pTReS L PATIOS CEPDTED As EXT-I RE THE BALDING AESI MEQEE L6M3 MUST Onme ANCONERm t NOT p0.05ED. e'SE1T-N B.11PLAID BARER ADJA .ro 1E1NI105 ARE ro REMAIN MATOI.LL.NEGETATLE,ANO UNOSNRBED. 15 FE-ZO BUILDING FROMDING FAQ R GARAGE i0 AO( Q IOHT Q MAY ANO e.Oe of SITE ARE M FEET AMO THE EXE-PMIS TNEf1EO. DI RET CONN /IcUiR FACE TA PORCH TO DACN Q NOIN N WAY; 10.1M 91E RAN 5 ONLY FOR IEE WOS AS QSCfafED.IT IS NOT A CERTFTfiIE Q Dll�ZONING EASEMENTS ON FREEDOM Q EYCEPT COMERrbWNE-i1RGNTAGE LOTS.FOR YA4OR TI[MOI-NXlIE55 N.-S E FkAN WAS NOT MTpOED TO OELKAM OR DEFINE MY 1EETLAMS ENMONYENTA Y SEN9111E MFRS yI1DUR HAINTATS OR F11ONT/M OF R YMD SHIM BE t0 fEET FRCP Wl1AQ dt BULpNG AMISOCTIO AL LINES Q MY MDERI STATE,REOOVAL OR LOCAL AGENCY,BOARO.ANO COMMISSION OR OTHER ARTY AND MY UAOLITY AQ ro RACN O RIGHT Q NAY. AERATING TNERETAOM IS NOT f,RESPON98IUTY Q THE UNDERSIGNED. 12 UNLESS A-1 SUN IS MAUI MEASURED BEMINGS MU UISTMQS ME DETIlICJIL MITH PUT VKIrtS 1TIIR SITE-S BASED ON INFpgIAROR AS-.Ea BY-CApT. 11.flssO G AND IMPROVFLENM R MY,AS OU'lCMD HEREON ARE PERPENOOIUP TO THE PARCEL PROPERTY l S, ALL WIUMG DR ARE 910101 TO ME FOUNDATION. 15.TMS IS N07 A-ARY SUIMEY tS.E391C 9QrAu5 OMEN HEREON ARE RASED ON THE OONSTRUC110N PUNS. THEY ARE 9H01aN FOR MFOIYATION&PARPoSES ONLY AND CURVE TABLE ANN NOT TO BE MELTED-Fa LNYISTRUCRON, FOR COMECT IDCATION AND/OR DMpSDNs.EFW ro 1HE MOST WRRENT SET Q OMSTR TM PLANS. THERE K A YAINL4I 21 SLOPE 0.N All 5s]EWAII¢AIE SDEYAIX MD MTMOPIf SNAIL,AT A wMMw.MEET"U"N"T WINK RADRK ARC 1Gfouth OVOID OSECDO! 010110 1£NO1N Of1TA DU-COUNT MU AOA STAIIOAROS CROSS SLOPES 91ALL DE NO YORE MAIM 21 THE PO-Of'TNI 90EA.W(IlteLll 1RANSVfT@S 11DOIOI THE OIKRAY MRON 91ALL ALSO MET TNS REQUIREMENT.&SO.REAP NOTE THAT UTIUlES(METER BOXES VALVES,I TO)Sh-NOT BE 0(P) 100.001 20.24 1 N4MV'w 10.21 1195'46' MsrAum-THE sDETruX. 17.A/C PADS WST MAINTAIN Y ANAP EROS MY PROPERTY LME AND CM NOT ENEAOAOI INTO A MMRAO:EASEMENT OLE TD OR UIIU f C2(P) 2100 1 22.12 1 31BY-171 1 11.40 ]0'41-10' Is.OMAINAQ S TUREG OEE-TED MAY VARY M RE, IERR TO EMONEERIIG PUNS FOR OWSCT OMEN90N5 CXP) MOO 1 2262 1 MM4-1B'w I MW IT6'46' REMGOI B:REVISE SITE PLM-CHANGE LOT ro MATEH RELYMDED PUT(8/a/14)(MOO/RPS) ."SON A RENO SITE RAM-EH- 1/7 PREPARED FOR:TOLL BROTHERS, INC. CERTIFIED To:TOLL BROTHERS, INC. HARTRAM TRAIL SURVEYING. INC. s=max �< LAND SURVEYORS - PLANNERS - LAND DEVBLOPIIINNT CONSULTANTS 1501 COUNTY ROAD 315 SUITE NO. 106 (904 284-2224 .w.. GREEN COVE SPRINGS, FL 32043 FAX (904 284-2268 CERTIFICATE OF AUTHORIZATION LB /89999991 r=��'A""` COPYRIGHT 0 2014 NOTATION: R,R.M. survey ELEVAnO1:N/A 'I HEREBY CERTIFY,that Ws sy graphically repreeenta The-y hwean was mode rithaMt benefit of obetrecl 0.r .000 ZONE X(shzm) e�1eew the results of field survey made under y responsible search of MR.and therefore the urdw,''q ed and Borman direction and omplies elth the latest Standards of Trot Sure make no Certlflcations Ordin Wormotion PANEL NO.: ykMg reg ,gin 120075 0408M 6/7/17 Practice far Surveys as promulgated by the Florida Slate showrl� t sborn hereon pw(aining to ws ants,claims _ Board of Professional Survsyare and Mappers.0,Mter of easements.hots-of-ray setback lines,ovaarps, FB/PG - SJ-17 F.A.C.;Purwmt to esctlon 472027,Fbrida -hoary L"Ins disputes.agreements,re vat 'do Omer N/A ,latae.,wbpat to all notes and notations MPoMn hereon, sim2m matters Nhkh may oW_in=abstract,w­c, N/A N/A This survey 1,prepored and certified far the 116-Ift use of DATE 7/15/14 SCS'1'=30' FIELD MTJRK ONPLETEO MAP ORIGINALLY SIGNED the ciianl named hereon and the survey map and report of _�"'rP W'wOrarm the copies thereof are not vOltl rith..t the signature and PROJECT NO.: .ENSIGN' -`0r',`vr ulaw.v rrr N/A the original raised Beal of a Florida Iicersed survepr and 276_14-026 B -� RAYMOND PAUL SUTHERLAND, P.S.M. m.ppw' - '�N.. STATE OF FLORIDA LICENSE NUMBER LS 6477 rORA.B1 us -n)BY:NO SHEET 1 OF 1 }' y W r N 00 N 12 00 h , w M et %C N U 00 N V1 N '� O It N - 0�0 O �O O_ 0000 VI) v7 p vi N o „ L1 'v� www w ww w w ww v N (21 go a; c o aO N N v� v� v r a U cd t0 Rf Q Q N � M CD W) h O� ¢ O z z + + � + + z + � b � w Qr G O 'O tu w � •� � � �' 3 � ° 33 3 � 3 � b W cid ++ W Q �� W C C X C O E" .�. C a C y 0. 'flyp O 29 O 0 p O Col. L Pro � 1. 0 no 3 CX 1 » 1 1> ¢ � W o w W a.•�. o N OM U w F" N 7 bA 0 N � C � w p •O � Qr ti cd eq U ; 'd o o •� 'c ° � N x a � c vb o cpi; H � 3 as a a � a o N = 0 o i aoi oJO 0 � a L a � •v z b 4. bA o �yy v� v' G a� o � 3 x C aoi '� � •b � � Gq do W c o 2 o x 'o w ¢ o 3 'v) = u0 ¢ ww 3cn � nO N M 4 V•1 %6 N M 4 V1 %O 00 O� ,-r CA06 # Q - gym m /06 2 \ \ \ eq tri 2 \ 3 } / 2 \ / § / % 2 c � / § \ f fff ~ � kf f / z z z z \ 2 z z z + f § � . § '§ q \ 7 2 i ƒ © ± � 8 \ j j77 \ Qom ] / & a k k � 2 ) \ \ � A § im 2 ` © yaE � A z \ k d cd \ \ \ ƒ 5 \ \/ \ / _ z p2l � J \ $ Q § 0 § 3 c _ © ; e \© §_® - f 7 2 c { � \ a § § # 7 _ a _o g = k 2 \ 7 $ § x\ § 2 8 8 ƒ § § k § 0 4 w O _ c o 0 5 c © 0 0 a7 2 w2 / a3mc « o m < = mz = � = um � � o Q � w 4 � weRka � � / � w R ¥ w6w06 - - - - - -- § # � � � •/•§ § . 2 § Q § \ z } 3 ./ c � § $ � a / e } k \_ _ / ) � - k ) � / ) \ » / 4 X40 � A f � § § k � £ \ \ \ q E} �k § / . Q o § E o a •- k a o 2 •a 5 $ � 2 ƒ \ \ / \ .4uUo Q & $ o deo z > Q � wC—; W; QwCq k c � $ � � /\ \ k k \ 0 2 $ \ , g en / ®' § a � / 2 S � _ a & § a k \ / % � � $ k 0ƒ 00 { 2 2 � 2 � 7 © w % e o ° k \ $ k $ R I ƒ 0 0 © = 4 a w $ ƒ § \ � k § \ / Q / 2 0 f .. \ / k vo / "o / k \ $ \ c m 4 / '. ® 2k / City of Atlantic Beach I APPLICATION NUMBER S~ !s Building Department I o be assigned by the Building Department.) r 800 Seminole Road 12 ' 5' Atlantic Beach, Florida 32233-5445 7 Phone(904)247-5826 - Fax(904)247-5845 E-mail: building-dept@coab.us L Date routed: City web-site: http://www.coab.us I H111 APPLICATION REVIEW AND TRACKING FORM Property Address: 16,01 ,41-1,-n-j C ��(J/� ArV ant review required Yes No Applicant: nfling&Zonin Tree inistrator Project: if&2 6&.99 S ublic l' ies u'�blic Ty__ Fire Ser..�;es Review fee $ Dept Signature _ Other Agency Review or Permit Required Review or Receipt Date of Permit Verified B Florida Dept. of Environmental Protection Florida Dept. of Transportation St.Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS 'a P Reviewing Department First Review: ❑Approved. Deni, 1'' (Circle one.) Comments: fee A Z4 \` BUILDING PLANNING &ZONING Reviewed by: � Date: 00 TREE ADMIN. Second Review:)k8pproved as revised. ❑Denied. PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: []Approved as revised. ❑Denies Comments: Reviewed by: Date: Revised 05/14/09 City of Atlantic Beach APPLICATION NUMBER J Building Department (To be assigned by the Buildin De artment.) 800 Seminole Road /Z r� Atlantic Beach, Florida 32233-5445 ✓✓✓ „r Phone(904)247-5826 • Fax(904)247-5845 E-mail: building-dept@coab.us Date routed: City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: /(SDI ��7a� /L� /�(� � ent review required Yes No p Y B . Applicant: rtning &Zonin Tree inistrator Project: s ublic Utilities Public Safety Fire Services Review fee $ Dept Signature _ Other Agency Review or Permit Required 7 Review or Receipt Date of Permit Verified By Florida Dept. of Environmental Protection Florida Dept.of Transportation St.Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: DA-proved. ❑Denied. (Circle one.) Comments: BUI PLANNING &ZONING Reviewed by: Date: TREE ADMIN. Second Review: ❑Approved as revised. ❑Denie . PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: ❑Approved as revised. ❑Denied. Comments: Reviewed by: Date-.— Revised ate:Revised 05/14/09 ri.;L1 City of Atlantic Beach APPLICATION NUMBER Js Building Department 'C-_. __ To be assigned by the Building Department.) r 800 Seminole Road //�TD ,, /Z j Atlantic Beach, Florida 32233-5445 ; 7 Phone (904)247-5826 • Fax(904) 47-58*,j 0 2014 Olt E-mail: building-dept@coab.us 1 Date routed: City web-site: http://www.coab.us BY; -- APPLICATION REVIEW AND TRACKING FORM ke.Property Address: /(del ,417a� ent review required Yes No B " Applicant: �/'Q SC:baftning &Zonin Tree inistrator Project: Alf- 112 �� ublic Utiiicies ublic Sa,7ty Fire Ser.,ces Review fee $ Dept Signature Other Agency Review or Permit Required Review or Receipt Date of Permit Verified By Florida Dept. of Environmental Protection Florida Dept. of Transportation St.Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: [�<Approved. ❑Deniel (Circle one.) Comments: BUILDING PLANNING &ZONING Reviewed by: L� Date: 1� TREE ADMIN. Second Review: ❑Approved as revised. enic PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: ❑Approved as revised. []Denied. Comments: Reviewed by: _ Date: Revised 05/14/09 "s, CITY OF ATLANTIC BEACH PUBLIC UTILITIES J ' v 1200 Sandpiper Lane ATLANTIC BEACH,FL 32233 (904) 270-2535 or(904) 247-5874 NEW WATER/SEWER TAP REQUEST Date: c'?-741/ Project Address: l O No. of Units: Commercial Residential ✓ Multi-Family at New Water Tap(s)& Meter(s) Meter Size(s) New�Meter _ Upgrade Existing Meter from to (size) New Connection to City Sewer V Name: -w 11t,.Q1 Applicant Address: _ City: Atlantic Beach State: Zip: Phone Number: Cell Number: Email Address Fax: Signature: (Applicant) CITY STAFF USE ONLY Application# L !(— /Z Water System Development Charge $ �►f� Sewer System Development Charge $ �,FO, Water Meter Only (,2 $_ 70-00 Water Meter Tap $ (notes) Sewer Tap $ Cross Connection $ SO. CrD Other $ TOTAL $sLr 4 /'y'-60 APPROVED: -Zx (Utility Di ector or thorized Signature) ALL TAP REQUEST MUST BE APPROVED BY UTLITIES DEPARTMENT BEFORE FEES CAN BE ASSESSED SyLir� City of Atlantic Beach APPLICATION NUMBER Building Department o be assigned by the Buildin Department.) 800 Seminole Road j Atlantic Beach, Florida 32233-5445 777 Phone(904)247-5826 • Fax(904)247-5845AUG 0 s 2014 c)'r E-mail: building-dept@coab.us Date routed: City web-site: http://www.coab.us APPLICATION REVIEW AND TRACX3NG FORM Property Address: 1W 141-1a-4 ke, &6 N nt review required Yes No B Applicant: 6"6 CPJafming &Zonin Tree inistrator Project: /,[� DLL.�� 2fyblmS e"Public-Utilities ublic Sa ety Fire Services Review fee $ , Dept Signature Other Agency Review or Permit Required Review or Rece=nt Date of Permit Verified Foy Florida Dept. of Environmental Protection Florida Dept. of Transportation St.Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: I XlApproved. ❑Denied. (Circle one.) Comments: 7� BUILDING PLANNING &ZONING Reviewed by: Date: TREE ADMIN. Second Review: [-]Approved as revised. ❑Denie,-: LLC WOR Comments: PU LIC UTILITI PUBLIC SAF TY Reviewed by: Date: FIRE SERVICES Third Review: ❑Approved as revised. ❑Deniz Comments: Reviewed by: Date: Revised 05/14/09 41 American Builders Supply Engineering Cover Sheet 1801 7th St. S.W. Quote# B1402819A Winter Haven, FL 33880 Order# 728315A 31 A:tiuticA,,, Phone: (863) 294-0611 Fax: (863)293-1561 Printed: 07/17/14 Bt,n.nmS St J1,14 Customer Information: Job Information: Model: Catalina Toll Brothers -Jacksonville Job Name: Catalina Address: LOUBlk/Sub: 1 -Atlantic Beach Country Club 160 Cape May Ave Phone: (904)217-0739 Address: III Digitally signed by Fax: (904)460-2683 TBD �coys=" William Ranieri City,State,Zip: Date:2014.07.17 Pante Vedra,FL 32081 ckuglar@tollbrothersinc.com Jacksonville, FL `ALT-xo"°P,)CS �11 16:56:09-04'00' General Truss Engineering Criteria &Design Loads(Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC20101TP12007 Design Program: 7.52 May 8 2014 Roof Load: 40.0 psf Floor Load: 60.0 psf Wind Code: MWFRS(Directional)/C-C hybrid Wind ASCE 7-10 Wind Speed: 130 mph Engineer or Professional of Record: Luis A. Pontigo-420 Osceola Ave,Jacksonville Beach, FL 32250-#53311 This package includes 31 individual,dated Truss Design Drawings. No. Date Truss ID# Seal# e" wa ; 062 07/17/2014 F A0018215 1 054 07/17/2014 F1 A0018207 s , 055 07/17/2014 F2 A0018208 Lou Pontigo & Associates Inc. It—" 056 07/17/2014 F3 A0018209 � i 057 07/17/2014 F4 A0018210 Consulting Structural Engineers i"*7 058 07/17/2014 F5 A0018211 059 07117/2014 F6 Aoolazlz NO EXCEPTION TAKEN ❑ MAKE CORRECTIONS NOTED C' { 060 07/17/2014 F7 A0018213 13VEJECTED - SEE REMARKS ❑ REVISE & RESUBMIT V 061 07117/2014 F7X Aoo18214 Review is for the limited purpose of checking for conformance w 066 07/17/2014 FA Aoolazls with thc.design concept and the information expressed in the os3 07/1712014FA1 A0018216 ccrltracr documents. No approval is implied for the accuracy or ..� 064 07/17/2014 FA2 A0018217 COInpleteness of details, quantities, dimensions, weights or 065 07/17/2014 FA3 A0018218 govt Aa, fobricalion processes, construction means or methods, 067 07117/2014 FAxAoo1az20 cootdination of the work with other trades or construction safety ass 07/17/2014 FB A0018222 precautions, all of which are the sole responsibility of the osa o7/17/zola FB1 A0018 221 Contractor. The Contractor is responsible for dimensions to be confined and correlated at the site. Review of a specific item 070 07/17/2014 FC A0018223 shvli not include a review of the entire assembly of which the 071 07/17/2014 FCX A0018224 Item is a co!!inonent. Review of re-submission will rover only o7207117/2014 FG1 A0018225 designates changes on the submittal and other changes clearly 073 07117/2014 FG2 A001az26 Identified by the Contractor. 074 07/17/2014 FG3 A0018227 075 07/17/2014 FG4 A0018228 By. pate: �3- 076 07/17/2014 FGC A0018229 077 07/17/2014 FTI A0018230 078 07/17/2014 FT1X A0018231 079 07/17/2014 FT2 A0018232 080 07/17/2014 FT3 A0018233 081 07/17/2014 FT4 A0018234 083 07/17/2014 FTA A0018236 082 07/17/2014 FTA4 A0018235 084 07/17/2014 FX A0018237 William M. Ranieri, P.E. (Truss Design Engineer - Florida PE License # 42704) M Morita Consulting&Design of WMR&Associates,Inc.(CA#9177) 222 S.Westmonte Drive,Suite#100;Altamonte Springs, FL 32714;(407)681-1917 .`'`LICENSE'-. The truss drawing(s)referenced above have been prepared under my direct supervision based on the parameters N0.42704 provided by:American Builders Supply. 1 With my seal affixed to this sheet,I hereby certify that I am the Truss Design Engineer and this index sheet 7� A conforms to 61G15-31.003,section 5 of the Florida Board of Professional Engineers Rules. STATE OF UNLESS NOTED ABOVE,THERE IS NO STRUCTURAL ENGINEER OF RECORD AT THE TIME THESE DRAWINGS WERE SEALEr5�J x Q► t._ NOTE:The seal on these drawings indicate acceptance of professional engineering responsibilty solely for the truss components shown. /►�So 8 n RM-0 The suitability and use of the component for any particular building is the responsibility of the building designer,per ANSI/TP 00 SQA p .r`_{/ 'goo"**, For hanger details and specifications not included in truss engineering package visit:www.strongtie.com. 1 p 10�`t Page 1 of 1 �V A William M. Ranieri, P c # 42704 American Builders Supply Engineering Cover Sheet 1801 7th St. S.W. Quote# B1402819 Winter Haven, FL 33880 Order# 7283158 1134 AmtRK.AN. Phone: (863)294-0611 Fax: (863)293-1561 Printed: 07/17/14 Btm-mRt Stmrty Customer Information: Job Information: Model: Catalina Toll Brothers -Jacksonville Job Name: Catalina Address: Lot/Bik/Sub: 1 -Atlantic Beach Country Club 160 Cape May Ave Phone: (904)217-0739 Address: City,State,Zip: Fax: (904)460-2683 TBD Ponte Vedra,FL 32081 ckuglar@tollbrothersinc.com Jacksonville, FL General Truss Engineering Criteria &Design Loads(Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2010/TP12007 Design Program: 7.52 May 8 2014 Roof Load: 40.0 psf Wind Code: MWFRS(Directional)/C-C hybrid Wind ASCE 7-10 Wind Speed: 130 mph Engineer or Professional of Record: Luis A. Pontigo-420 Osceola Ave,Jacksonville Beach,FL 32250-#53311 This package includes 93 individual,dated Truss Design Drawings. No. Date Truss ID# Seal# No. Date Truss ID# Seal# No. Date Truss ID# Seal# 009 07/17/2014 A-FG A0018162 030 07/17/2014 D7 A0018183 098 07/17/2014 HA4 A0018251 003 07/17/2014 A10 A0018156 031 07/17/2014 D9 A0018184 099 07/17/2014 HA6 A0018252 004 07/17/2014 Al2 A0018157 035 07/17/2014 DA1 A6018188 101 07/17/2014 HB A0018254 005 07/17/2014 A14 A0018158 036 07/17/2014 DA2 A0018189 100 07/17/2014 1-161 A0018253 006 1 07/17/2014 A16 A0018159 037 07/17/2014 DA3 A0018190 102 07/17/2014 HBG A0018255 007 07/17/2014 A18 A0018160 038 07/17/2014 DA4 NA- 103 07/17/2014 HCX A0018256 008 07/17/2014 A20 A0018161 039 07/17/2014 DA5 105 07/17/2014 HD A0018258 001 07/17/2014 A7 A0018154 041 07/17/2014 DG 104 07/17/2014 HD3 A0018257 002 07/17/2014 A9 A0018155 050 07/17/2014 EJ28 106 07/17/2014 HX H A0018259 07/17/2014 AG A0018163 042 07/17/2014 E_13 113 07/17/2014 HJ28 A0018266 015 07/17/2014 B A0018168 043 07/17/2014 EJ3H 96 107 07/17/2014 HJ 3 A0018260 011 07/17/2014 B1 A0018164 044 07/17/2014 EJ4F A0018197 108 07/17/2014 HJ3H A0018261 012 07/17/2014 132 A0018165 1 1045 1 07/17/2014 EJ5 A0018198 109 07/17/2014 HJ4F A0018262 013 07/17/2014 B3 A0018166 046 07/17/2014 EJ7 A0018199 110 07/17/2014 HJ5 A0018263 014 07/17/2014 B4 A0018167 051 07/17/2014 EJ71 A0018204 111 07/17/2014 HJ7 A0018264 016 07/17/2014 BA A0018169 047 07/17/2014 EJ7A A0018200 112 07/17/2014 HJ7A A0018265 017 07/17/2014 BAG A0018170 049 07/17/2014 EJ7T A0018202 114 07/17/2014 J A0018267 018 07/17/2014 BX A0018171 048 07/17/2014 EJ7T1 A0018201 115 07/17/2014 JX A0018268 019 07/17/2014 CA A0018172 052 07/17/2014 EJK1 A0018205 116 07/17/2014 K A0018269 020 07/17/2014 CAA A0018173 053 07/17/2014 EJK1S A0018206 117 07/17/2014 K-FG A0018270 021 07/17/2014 CJ1H A0018174 087 07/17/2014 G A0018240 120 07/17/2014 KG A0018273 022 07/17/2014 CJ2F A0018175 1 085 07/17/2014 G1 A0018238 118 07/17/2014 KG1 A0018271 023 07/17/2014 CA A0018176 086 07/17/2014 G2 A0018239 1 1119 1 07/17/2014 KG1S A0018272 024 07/17/2014 CJ3A A0018177 I 091 07/17/2014 GA A0018244 121 07/17/2014 P81 A0018274 025 07/17/2014 CJ5 A0018178 088 07/17/2014 GA1 A0018241 122 07/17/2014 PB2 A0018275 026 07/17/2014 CJ5A A0018179 089 07/17/2014 GA5 A0018242 1123 1 07/17/2014 1 PB3 A0018276 034 07/17/2014D A0018187 090 07/17/2014 GA7 A0018243 1 1124 1 07/17/2014 1 P84 A0018277 040 07/17/2014 D-FG A0018193 092 07/17/2014 GG A0018245 027 07/17/2014 D1 A0018180 093 07/17/2014 GX A0018246 IOU— 07/17/2014 D11 A0018185 094 07/17/2014 H1 A0018247 033 07/17/2014 D13 A0018186 095 07/17/2014 H3 A0018248 028 07/17/2014 D3 A0018181 096 07/17/2014 H5 A0018249 029 07/17/2014 D5 A0018182 097 07/17/2014 HA2 A0018250 William M. Ranieri, P.E. (Truss Design Engineer - Florida PE License # 42704) 0M Monta Consulting& Design of WMR&Associates, Inc.(CA#9177) �..,.,�� 222 S.Westmonte Drive,Suite#100;Altamonte Springs, FL 32714;(407)681-1917 `LICENSE ,a �f n woo truss drawing(s)referenced above have been prepared under my direct supervision based on the parameters . No 42704 provided by:American Builders Supply. ■ With my seal affixed to this sheet,I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61G15-31.003,section 5 of the Florida Board of Professional Engineers Rules. STATE OF Qti UNLESS NOTED ABOVE,THERE IS NO STRUCTURAL ENGINEER OF RECORD AT THE TIME THESE DRAWINGS WERE SEALED NOTE:The seal on these drawings indicate acceptance of professional engineering responsibilty solely for the truss components shown. k. The suitability and use of the component for any particular building is the responsibility of the building designer,per ANSI/TPI 1-2007 Sec.2. '+. ." ♦�F111 For hanger details and specifications not included in truss engineering package visit:www.strongtie.com. ��� Q �t11i Page 1 of 1 v U 1`P A A William M. Ranieri, P c # 42704 14 rY REQ.QUOTE DATE / / ORDER# DATE 0 728315APAGE 1 ReactiomSumma of Order ORDER DATE 06/16/14 QUOTE# B1402819A DELIVERY DATE / / CUSTOMER ACCT# 000100389 DATE OF INVOICE / / CUSTOMER PO# ORDERED BY James INVOICE# TERMS CREDIT AmuuCA\ &ameR,St Priv SUPERINTENDANT James SALES REP Burt Harris JOBSITE PHONE# (904)487-4063 SALES AREA S Toll Brothers-Jacksonville JOB NAME:Catalina LOT# 1 SUBDIV:Atlantic Beach Country ° 160 Cape May Ave MODEL:Catalina TAG: JOB CATEGORY: n T Ponte Vedra, FL 32081 DELIVERY INSTRUCTIONS: ° (904)217-0739 e P TBD SPECIAL INSTRUCTIONS: o Jacksonville, FL BY DATE BUILDING DEPARTMENT1 OVERHANG INFO HEEL HEIGHT 00-04-03 REQ.LAYOUTS REQ.ENGINEERING QUOTE FLOOR END CUT RETURN I NONE NONE LAYOUT IRF PLUMB No I GABLE STUDS 24 IN.OC CUTTING ROOF TRUSSES LOADING Tcu-Tc°L$cLLecoL STRESS iNCR INFORMATION 20.0-10.0-0.0-10.01 1.25 ROOF TRUSS SPACING:24.0 IN.O.C.(TYP.) PROFILE I QTY I PITCH TYPE BASE LUMBER OVERHANG Joint Number IPLYI I IDO/A TOP BOT LEFT RIGHT REACTIONS Max UrMax aiftry 1 FLOOR 14-11-08 Joint 9 Joint 16 2 Ply 0.00 0.00 FG1 14-11-08 2 X 4 2 X 6 4056.25 3418.87 1702672522.00 - 1 FLOOR 12-01-08 Joint 8 Joint 13 3 Ply 0.00 0.00 FG2 12-01-08 2 X 4 2 X 6 3521.82 - B468842862.00 1 FLOOR 03-05-04 Joint 3 Joint 4 2 Ply 0.00 0.00 FG3 03-05-04 2 X 4 2 X 6 262.30 267.34 3226807347.00 1 FLOOR 18-10-00 Joint 9 Joint 15 2 Ply 0.00 0.00 FG4 18-10-00 2 X 4 2 X 6 2469.09 2488.77 414678636.00 1 FLOOR 03-11-04 Joint 3 Joint 4 2 Ply 0.00 0.00 FGC 03-11-04 2 X 4 2 X 6 675.43 621.42 6934651576.00 ROOF 06-01-00 Joint 3 Joint 6 10 -0.12 0.00 FT1 06-01-00 2 X 4 2 X 4 01-04-00 997.45 520.17 3954486176.00 -28.19 ® FLOOR 05-00-04 Joint 6 Joint 7 Joint 8 Joint 9 Joint 10 1 -0.12 0.00 FT 1 X 05-00-04 2 X 4 2 X 4 58.35 182.88 220.56 212.56 82.31 6838373036.00 OMMFLOOR 08-10-12 Joint 4 Joint 7 1 0.00 0.00 FT2 08-10-12 2 X 4 2 X 4 516.25 516.25 293548260.00 FLOOR 09-01-14 Joint 4 Joint 5 1 0.00 0.00 FT3 09-01-14 2 X 4 2 X 4 531.88 531.88 8435695844.00 FLOOR 08-08-14 Joint 4 Joint 7 1 0.00 0.00 FT4 08-08-14 2 X 4 2 X 4 00-05-00 491.93 529.74 256412001.00 HALF HIP 23-00-00 Joint 2 Joint 12 4 3.00 0.00 FTA 23-00-00 2 X 4 2 X 6 01-04-00 1451.36 1144.19 558258395.00 1 ROOF 23-00-00 Joint 2 Joint 8 -2-Ply 3.00 0.00 FTA4 23-00-00 2 X 4 2 X 6 01-04-00 1929.06 1564.58 6856471574.00 -161.67 -150.50 FLOOR TRUSS SPACING:24.0 IN.O.C.(TYP.) 1.00 FLOOR QTY DEPTH BASE O/A END TYPE IN BEARING Joint Number M It PROFILE PLY ID SPAN SPAN LEFT RIGHT SIZE LOCATION REACTIONS Max xUrliRry M. 01-04 00 Joint 12 Joint 18 �'.�� s F 20-08-00 20-08-00 � 3 1225.00 1218.7s �, LICENSE NO.42 IU4 STATE OF < Gvv d RIti NAL William M. Ranieri, P c # 42704 DATE07/17/14 PAGE 2 Reaction Summary of Order REQ.QUOTE DATE / / ORDER# 728315A ORDER DATE 06/16/14 QUOTE# B1402819A DELIVERY DATE / / CUSTOMER ACCT# 000100389 DATE OF INVOICE / / CUSTOMER PO# ORDERED BY James INVOICE# TERMS CREDIT SUPERINTENDANT James SALES REP Burt Harris Ltl 111 tlttit E'PI 1' JOBSITE PHONE# (904)487-4063 SALES AREA Toll Brothers-Jacksonville JOB NAME:Catalina LOT# 1 SUBDIV:Atlantic Beach Country S ° 160 Cape May Ave MODEL:Catalina TAG: JOB CATEGORY: D Ponte Vedra, FL 32081 DELIVERY INSTRUCTIONS: ° (904)217-0739 S H SPECIAL INSTRUCTIONS: P TBD T Jacksonville,FL BY DATE BUILDING DEPARTMENT1 OVERHANG INFOI HEEL HEIGHT 00-0403 REQ.LAYOUTS I REQ.ENGINEERING QUOTE ! / FLOOR END CUT RETURN NONE NONE LAYOUT RF ! ! PLUMB NO GABLE STUDS 24 IN.OC CUTTING ! / FLOOR TRUSS SPACING:24.0 IN.O.C.(TYP.) 1.00 FLOOR QTY DEPTH BASE O/A END TYPE INT BEARINGJoint Number REACTIONS Max Gravity PROFILE PLY ID SPAN SPAN LEFT RIGHT SIZE LOCATION Max uplift 01-0400 Joint 13 Joint 20 ® 1 F1 22-0400 22-0400 1328.75 1328.75 ® 01-04-00 Joint 14 Joint 20 Joint 22 1 F2 24-04-00 2404-00 935.08 1786.56 316.72 -91.60 01-0400 Joint 15 Joint 21 Joint 23 ® 1 F3 26-02-14 26-02-14 938.84 1856.21 437.56 01-04-00 Joint 15 Joint 21 Joint 23 2 F4 26-02-14 26-02-14 938.83 1859.63 441.16 ®� 01-04 00 Joint 14 Joint 19 Joint 22 3 F5 22-09-14 22-09-14 724.45 1648.58 445.17 01-04-00 K: 3Joint 6 Joint 9 Len re= 1 F6 09-01-14 09-01-14 534.42 534.42 ® 01-0400 Joint 9 Joint 14 14 1 F7 14-00-00 00-00 K: 3 825.00 825.00 II 01-04-00 1: 3Joint 10 Joint 11 Joint 12 Joint 13 Joint 14 1 F7X 10-0304 10-03-04 44.55 136.14 165.14 158.70 160.23 01-04-00 Joint 10Joint 16 7 FA 17-09-08 17-09-08 1046.25 1046.25 01-0400 Joint 9 Joint 14 ® 1 FA1 15-10-07 15-10-07 C 3 933.27 927.05 01-0400 Joint 8 Joint 12 1 FA2 13-10-07 1310-07 3 813.27 807.05 ® 01-0400 Joint 7 Joint 10 1 FA3 12-M14 12-06-14 739.44 733.23 ® 01-04-00 Joint 17 Joint 18 Joint 19 Joint 20 1M. 1 FAX 17-09-08 17-09-08 97.27 177.87 154.83 161. A9.,1,■ 01-0400 Joint 11 Joint 17 LICENSE •; m ® 8 FB 18-10.00 18-10-00 1115.06 1108.83 010 KII �. i STATE OF �a •��8R1D�•'• � William M. Ranieri, P c # 42704 DATE 07/17/14 PAGE 3 Reaction,Summary of Order REQ.QUOTE DATE / / ORDER# 728315A ORDER DATE 06/16/14 QUOTE# B1402819A DELIVERY DATE / / CUSTOMER ACCT# 000100389 DATE OF INVOICE / / CUSTOMER PO# c� ORDERED BY James INVOICE# TERMS CREDIT LDFR% -nn Surru nvras & SUPERINTENDANT I James SALES REP Burt Harris JOBSITE PHONE# (904)487-4063 SALES AREA Toll Brothers-Jacksonville JOB NAME:Catalina LOT# 1 SUBDIV:Atlantic Beach Country S ° 160 Cape May Ave MODEL:Catalina TAG: JOB CATEGORY: D Ponte Vedra, FL 32081 DELIVERY INSTRUCTIONS: ° (904)217-0739 S H SPECIAL INSTRUCTIONS: P TBD T Jacksonville, FL BY DATE BUILDING DEPARTMENT OVERHANG INFOI HEEL HEIGHT 00-0403 REQ.LAYOUTS I REQ.ENGINEERING QUOTE I FLOOR [ENDCUTI RETURN I NONE NONE LAYOUT IRF PLUMB 1 No I GABLE STUDS J24IN.OC CUTTING FLOOR TRUSS SPACING:24.0 IN.O.C.(TYP.) 1.00 FLOOR QTY DEPTH BASE O/A END TYP INT BEARING Joint Number REACTIONS Max Gravity PROFILE PLYI ID SPAN SPAN rGHTlSIZE LOCATION Max Uplift 01-04-00 Joint 5 Joint 8 1 FB1 07-04-12 07-04-12 422.53 428.72 12 01-04-00 I — �Join88 .358Joint 9 FC 14-10-14 1410-14 79,35 01.0400173 Joint 13 Joint 14 Joint 15 Joint 16 Joint 17 1 FCX 14-04-02 1404-02 49.27 140.96 164.36 158.87 160.29 ® 01-04-00 Joint 19 Joint 20 Joint 21 Joint 22 Joint 23 1 37 122.09 165.83 160.98 163.07 FX 20-08-00 20-08-00 25. ITEMS QTY ITEM TYPE SIZE LENGTH PART NUMBER NOTES FT-IN-16 2 Hanger HHUS26-2 15 Hanger I HHUS46 3 Hanger HUS26 No.42704 s STATE OF r �DNAI.� William M. Ranieri, P c # 42704 DATE07/17/14 PAGE 1 Reaction Summary of Order REQ.QUOTE DATE / / ORDER# 728315B t ORDER DATE 06/16/14 QUOTE# B1402819 DELIVERY DATE / / CUSTOMER ACCT# 000100389 DATE OF INVOICE / / CUSTOMER PO# ORDERED BY James INVOICE# n.Hcax n. TERMS CREDIT Bout,es sr,mu SUPERINTENDANT James SALES REP Burt Hams JOBSITE PHONE# (904)487-4063 SALES AREA s . Toll Brothers-Jacksonville JOB NAME:Catalina LOT# 1 SUBDIV:Atlantic Beach Country OL D 160 Cape May Ave MODEL:Catalina TAG: JOB CATEGORY: T Ponte Vedra,FL 32081 DELIVERY INSTRUCTIONS: D (904)217-0739 S " P TBD SPECIAL INSTRUCTIONS: T Jacksonville,FL BY DATE BUILDING DEPARTMENT1 OVERHANG INF HEEL HEIGHT 00-04-03 REQ.LAYOUTS REQ.ENGINEERING QUOTE // ROOF END CUT RETURN LAYOUT RF 07/15/14 SQUARE NO GABLE STUDS 24 IN.OC NONE NONE CUTTING I ROOF TRUSSES LOADING TCLL-TCDL-BCLL-BCDL I STRESS INCR. ROOF TRUSS SPACING:24.0 IN.O.C.(TYP.) INFORMATION 20.0,10.0,0.0,10.01 1.25 PROFILE QTY PITCH TYPE BASE LUMBER OVERHANGJoint Number PLY ID O/A TOP BOT LEFT RIGHT REACTIONS Max Gravviity 1 FLAT GIRDER 06-07-00 Joint 4 Joint 6 2 Ply 0.00 0.00 A-FG 06-07-00 2 X 4 2 X 6 984.67 1261.89 2969174552.00 -305.31 -336.03 HIP 54-09-04 Joint 2 Joint 17 Joint 18 Joint 20 Joint 21 1 6.00 0.00 A10 54-09-04 2 X 4 2 X 4 01-0400 01-04-12 187.64 693.77 695.53 1751.12 6214243122.00 -103.36 -269.93 -270.38 -294.52 -290.12 HIP 47-11-07 Joint 2 Joint 15 Joint 17 Joint 25 1 6.00 0.00 Al2 47-11-07 2 X 4 2 X 4 01-04-00 342.33 242.63 1586.13 1965.28 9200078642.00 1 -116.34 -48.81 -360.97 -424.76 HIP 45-11-07 Joint 2 Joint 15 Joint 17 Joint 29 1 6.00 0.00 A14 45-11-07 2 X 4 2 X 4 01-04-00 386.14 87.37 1580.64 1796.86 5950474655.00 -84.49 -30.04 -336.63 -462.51 HIP 44-10-13 Joint 2 Joint 14 Joint 17 Joint 26 1 6.00 0.00 A16 44-10-13 2 X 4 2 X 4 01-0400 504.57 568.87 1948.05 952.45 5234046548.00 -112.62 -183.93 -278.31 -321.62 HIP 44-10-13 Joint 2 Joint 16 Joint 19 Joint 28 1 6.00 0.00 A18 44-10-13 2 X 4 2 X 4 01-0400 429.56 647.82 1780.91 1296.21 7648014198.00 -111.94 -173.40 -298.69 -312.43 ® HIP GIRDER 44-10-13 Joint 2 Joint 13 Joint 16 Joint 19 1 6.00 0.00 A20 44-10-13 2 X 4 2 X 4 01-0400 443.32 727.18 1750.93 1226.62 3039303899.00 -78.58 -121.78 -393.20 -302.90 HIP GIRDER 54-09-04 Joint 2 Joint 16 Joint 19 Joint 28 1 6.00 0.00 A754-09-04 2 X 4 2 X 4 01-04-00 01-04-12 367.53 904.48 3726.79 3681.82 3467444591.00 -200.26 -492.59 -986.71 HIP54-09-04 Joint 2 Joint 16 Joint 17 Joint 19 Joint 20 1 6.00 0.00 A9 54-09-04 2 X 6 2 X 4 01-0400 01-04-12 98.52 620.68 653.03 1702.41 _ 9188878366.00 -311.74 -256.62 -252.71 -304.24 -310.77 1 PIGGYBACK 19-00-00 Joint 8 Joint 16 2 Ply 6.00 0.00 AG 19-00-00 2 X 4 2 XT401 3147.47 2767618042.00 -990.84 -718.89 MONOPITCH 17-02-08 Joint 2 Joint 8 Joint 12 1 6.00 0.00 B 17-02-08 2 X 4 2 X -04-00 410.93 474.84 666.59 5609856108.00 -33.31 -157.38 -190.64 MONOPITCH 17-02-08 Joint 2 Joint 8 Joint 12 1 6.00 0.00 B1 17-02-08 2 X 4 2 X 4 01-0400 324.65 537.55 694.85 3499155479.00 -165.36 -230.32 MONOPITCH 17-02-08 Joint 2-Joint 8 Joint 12 4 6.00 0.00 B2 17-02-08 2 X 4 2 X 4 01-0400 276.00 548.04 735.60 4249973162.00 -164.66 -258.58 MONOPITCH 17-02-081 Joint 2 Joint 8 Joint 12 1 6.00 0.00 B3 711839694 2 X 4 2 X 4,01-04-00 326.97 536.20 693.73 0 711839694.00 -165.14 -229.24 .�'� �•. Of N0.42704 1 STATE OF R bee* �D�IAI� William M. Ranieri, P # 42704 DATE 07/17/14 PAGE 2 Reaction,Summary of Order REQ.QUOTE DATE / / ORDER# I 728315B ORDER DATE 06/16/14 QUOTE# B1402819 DELIVERY DATE / / CUSTOMER ACCT# 000100389 DATE OF INVOICE / / CUSTOMER PO# t. ORDERED BY James INVOICE# .>,.atatr,ti� TERMS CREDIT BUILIARt StPPu SUPERINTENDANT I James SALES REP Burt Harris JOBSITE PHONE# (904)487-4063 SALES AREA S Toll Brothers-Jacksonville JOB NAME:Catalina LOT# 1 SUBDIV:Atlantic Beach Country OL i D 160 Cape May Ave MODEL:Catalina TAG: JOB CATEGORY: T Ponte Vedra, FL 32081 DELIVERY INSTRUCTIONS: D (904)217-0739 H P TBD SPECIAL INSTRUCTIONS: T Jacksonville, FL BY DATE BUILDING DEPARTMENT OVERHANG INFOI HEEL HEIGHT 00-04-03 1 REQ.LAYOUTSREQ.ENGINEERING QUOTE / / ROOF END CUT RETURN NONE NONE LAYOUT RF 07/15/1a:::j SQUARE NO GABLE STUDS 24 IN,OC CUTTING / / ROOF TRUSSES LOADING TCLL-TCDtECLL43CDL STRESS INCR. ROOF TRUSS SPACING:24.0 IN.O.C.(TYP.) INFORMATION 20.0,10.0,0.0,10.0 1.25 PROFILE QTYj PITCH TYPE BASE I LUMBERI OVERHAN Joint Number Max G PLY ID O/A TOP BOT LEFT RIGHT REACTIONS Max Uplift MONOPITCH 17-02-08 Joint 2 Joint 8 Joint 12 1 6.000.00 B4 17-02-08 2 X 4 2 X 4 01-0400 418.97 466.99 665.93 5236531551.00 -37.65 -156.60 -187.07 ® ATTIC 14-05-08 Joint 7 Joint 10 4 0.00 0.00 BA 14-05-011 2 X 4 2 X 6 00-06-00 814.87 780.88 4469277856.00 -115.51 -122.56 _ ® FLAT GIRDER 14-05-08 Joint 6 Joint 9 1 0.00 0.00 BAG 14-05-08 2 X 4 2 X 6 00-06-00 2403.57 2345.87 6188814775.00 -829.01 -829.50 ® COMMON 11-11-08 Joint 2 Joint 6 1 6.00 0.00 BX 11-11-08 2 X 4 2 X 4 01-04-00 561.41 477.15 8596973849.00 -118.98 -164.71 JACK-OPEN 01-00-00 Joint 2 Joint 3 Joint 4 8 6.00 0.00 Cil 01-00-00 2 X 4 2 X 6 01-04-00 182.83 7.58 29.79 9736208124.00 -112.08 -5.75 -25.14 JACK-OPEN 00-11-04 Joint 3 Joint 4 Joint 5 2 6.00 0.00 CJ1A 00-11-04 2 X 4 2 X 4 01-0412 32.44 98.42 230.20 6301327652.00 -67.03 -151.81 -63.57 JACK-OPEN 01-00-00 Joint 3 Joint 4 Joint 5 8 6.00 0.00 CJ 1 H 0140-00 2 X 4 2 X 4 01-0400 28.49 8.89 211.34 587004381.00 -38.29 -13.05 -118.45 JACK-OPEN 02-00-00 Joint 2 Joint 3 Joint 4 G � 2 3.00 0.00 CJ2F 024)0-00 2 X 4 2 X 4 01-0400 189.90 38.17 31.46 7945457019.00 98.32 -12.52 JACK-OPEN 03-00-00 Joint 3 Joint 4 Joint 5 6 6.00 0.00 CJ3 034)0-00 2 X 4 2 X 4 01-04-00 66.80 49.82 229.97 3384105265.00 -35.81 -95.48 JACK-OPEN 02-11-04 Joint 3 Joint 4 Joint 5 2 6.00 0.00 CJ3A 02-11-04 2 X 4 2 X 4 01-0412 77.52 57.05 233.96 5246070192.00 -76.92 -47.55 -29.07 JACK-OPEN 05-00.00 Joint 3 Joint 4 Joint 5 2 6.00 0.00 CJ5 05-00-00 2 X 4 2 X 4 01-04-00 128.46 89.14 299.27 7022667457.00 -71.34 -97.36 JACK-OPEN 04-11-04 Joint 3 Joint 4 Joint 5 2 6.00 0.00 CJ5A 0411-04 2 X 4 2 X 4 01-0412 139.23 90.08 301.96 823274406.00 -105.46 -28.09 -27.90 COMMON 29-11-00 Joint 2 Joint 10 4 6.00 0.00 D 29-11-00 2 X 4 2 X 4 01-0400 1282.59 1194.75 5404345567.00 -343.68 -276.76 _ 1 FLAT GIRDER 09-10-00 Joint 4 Joint 6 2 Ply 0.00 0.00 D-FG 09-10-00 2 X 4 2 X 6 2429.30 2448.25 ......... 8575445162.00 -008.83 -013.51 �'•�• '. •,• ib N0.42704 ra STATE OF Ja : <d RtG�P•r� jot JA William M. Ranieri, P # 42704 DATE07/17/14 PAGE 3 Reaction Summary of Order REQ.QUOTE DATE / / ORDER# 728315B t ORDER DATE 06/16/14 QUOTE# B1402819 DELIVERY DATE / / CUSTOMER ACCT# 000100389 DATE OF INVOICE / / CUSTOMER PO# tt ORDERED BY James INVOICE# TERMS CREDIT A.tittRlC_M1N Bt it I'm rri� SUPERINTENDANT James SALES REP Burt Harris a Si. JOBSITE PHONE# (904)487-4063 SALES AREA Toll Brothers-Jacksonville JOB NAME:Catalina LOT# 1 SUBDIV:Atlantic Beach Country S ° 160 Cape May Ave MODEL:Catalina TAG: JOB CATEGORY: T Ponte Vedra, FL 32081 DELIVERY INSTRUCTIONS: ° (904)217-0739 5 SPECIAL INSTRUCTIONS: p TBD o Jacksonville,FL BY DATE BUILDING DEPARTMENTI OVERHANG INFO HEEL HEIGHT 00-04-03 1 REQ.LAYOUTS REQ.ENGINEERING QUOTE ROOF END CUT I RETURN NONE NONE LAYOUT RF 07/15/14 SQUARE NO GABLE STUDS 24 IN.OC CUTTING ROOF TRUSSES LOADING TCU-TCDLACLL-.CDL STRESS iNCR ROOF TRUSS SPACING:24.0 IN.O.C.(TYP.) INFORMATION 20.0,10.0,0.0,10.0 1.25 PROFILE QTY PITCH TYPE BASEL LUMBER OVERHANG Joint Number PLY ID O/A REACTIONS Max Gravity TOP BOT LEFT RIGHT Max U lift COMMON 26-05-00 Joint 2 Joint 9 4 6.00 0.00 D1 26-05-00 2 X 4 2 X 4 01-0400 1136.98 1048.60 5020409277.00 -306.85 -245.75 HIP 29-11-00 Joint 2 Joint 9 1 6.00 0.00 D11 29-11-00 2 X 4 2 X 4 01-0400 1282.59 1194.75 6867250141.00 -343.68 -276.76 HIP 29-11-00 Joint 2 Joint 10 1 6.00 0.00 D13 29-11-00 2 X 4 2 X 4 01-0400 1282.59 1194.75 6717176381.00 -343.68 -276.76 ROOF 29-11-00 Joint 2 Joint 10 -�� 1 6.00 0.00 03 29-11-00 2 X 4 2 X 6 01-0400 01-04-00 1536.38 1428.52 6335100864.00 -445.70 -393.90 ROOF 29-11-00 Joint 2 Joint 10 1 6.000.00 D5 29-11-00 2 X 4 2 X 4 01-0400 01-04-00 1280.62 1280.63 1158858858.00 -342.20 -342.20 ROOF 29-11-00 Joint 2 Joint 10 1 6.00 0.00 D7 29-11-00 2 X 4 2 X 4 01-0400 01-0400 1280.62 1280.63 2323743572.00 -342.20 -342.20 HIP 29-11-00 Joint 2 Joint 10 1 6.00 0.00 D9 29-11-00 2 X 4 2 X 4 01-0400 01-04-00 1280.62 1280.63 2059150626.00 -342.20 -342.20 ® HIP 33-09-00 Joint 2 Joint 11 1 6.00 0.00 DA1 33-09-00 2 X 4 2 X 4 01-04-00 1429.92 1342.51 5126313015.00 -374.43 -314.62 ROOF 33-09-00 Joint 2 Joint 11 1 6.00 0.00 DA2 33-09-00 2 X 4 2 X 4 01-0400 1429.92 1342.51 5445791031.00 -374.43 -314.62 ROOF 33-09-00 Joint 2 Joint 12 1 6.00 0.00 DA3 33-09-00 2 X 4 2 X 4 01-0400 1429.92 1342.51 5815861180.00 -374.43 -314.62 ROOF 33-09-00 Joint 2 Joint 12 1 6.00 0.00 DA4 33-09-00 2 X 4 2 X 4 01-0400 1429.92 1342.51 4246002621.00 -374.43 -314.62 ROOF 33-09-00 Joint 2 Joint 10 1 6.00 0.00 DA5 33-09-00 2 X 4 2 X 4 01-0400 1429.92 1342.51 8085052275.00 -376.37 -312.67 COMMON 29-11-00 Joint 2 Joint 10 1 6.00 0.00 DG 29-11-00 2 X 4 2 X 4 01-0400 1535.17 3351.46 3992076632.00 -408.39 -829.27 JACK-OPEN 02-08-08 Joint 3 Joint 4 Joint 5 Me le 4 6.00 0.00 EJ28 02-08-08 2 X 4 2 X 4 01-0400 56.96 44.38 221.28 L� ��...,�►���. 2245434115.00 32.12 90.52 ; a ► '� No.427Q4 wq STATE OF I e� William M. Ranieri, P c # 42704 DATE07/17/14 PAGE 4 Reaction,Summary of Order REQ.QUOTE DATE / / ORDER# 728315B ORDER DATE 06/16/14 QUOTE# B1402819 DELIVERY DATE / / CUSTOMER ACCT# 000100389 DATE OF INVOICE / / CUSTOMER PO# � .. ORDERED BY James INVOICE# TERMS CREDIT n�unu: tir�r�, SUPERINTENDANT James SALES REP Burt Harris JOBSITE PHONE# (904)487-4063 SALES AREA Toll Brothers-Jacksonville JOB NAME:Catalina LOT# 1 SUBDIV:Atlantic Beach Country S ° 160 Cape May Ave MODEL:Catalina TAG: JOB CATEGORY: D T Ponte Vedra, FL 32081 DELIVERY INSTRUCTIONS: D (904)217-0739 s i SPECIAL INSTRUCTIONS: P TBD T Jacksonville, FL BY DATE BUILDING DEPARTMENT1 OVERHANG INFOI HEEL HEIGHT 00-0403 REQ.LAYOUTS REQ.ENGINEERING QUOTE / ROOF END CUT RETURN I NONE NONE LAYOUT RF 07/15/14 SQUARE I NO I GABLE STUDS 24 IN.OC CUTTING ROOF TRUSSES LOADING I TOLL-TCDL-BCLL-BCDL I STRESS INCR. ROOF TRUSS SPACING:24.0 IN.O.C.(TYP.) INFORMATION 120.0,10.0, .0,10.0 1.25 PROFILE QTYJ PITCH TYPE BASE L MBER OVERHANG Joint Number REACTIONSGravity PLY ID O/A TOP BOT LEFT RIGHT Max Uplift ift JACK-OPEN 03-00-00 Joint 3 Joint 4 Joint 5 4 6.00 .00E.13 03-00-00 2 X 4 2 X 4 01-0400 66.79 49.82 229.96 7870983118.00 -35.80 -95.48 JACK-OPEN 03-00-00 Joint 3 Joint 4 Joint 5 3 6.00 0.00 EJ3H 03-00-00 2 X 4 2 X 4 01-0400 67.01 50.23 229.96 9702936324.00 -38.14 -90.03 JACK-OPEN 04-00-00 Joint 2 Joint 3Joint 4 2 3.00 0.00 EJ41F 04-00-00 2 X 4 2 X 4 01-0400 253.90 98.48 70.49 7515710829.00 -103.78 -41.52 JACK-OPEN 05-00-00 Joint 3 Joint 4 Joint 5 5 6.00 0.00 EJ5 05-00-00 2 X 4 2 X 4 01-04-00 128.46 89.13 299.26 8736011360.00 -71.34 -97.35 JACK-OPEN 07-00-00 Joint 3 Joint 4 Joint 5 4 6.00 0.00 EJ7 07-00-00 2 X 4 2 X 4 01-0400 182.62 125.33 377.85 9812995027.00 -101.27 -107.38 JACK-OPEN 07-00-00 Joint 4 Joint 5 Joint 8 4 6.00 0.00 EJ71 07-00-00 2 X 4 2 X 4 01-0400 68.96 202.04 374.87 9053224993.00 -9.66 -83.43 -103.87 JACK-OPEN 06-11-04 Joint 4 Joint 5 Joint 6 4 6.00 0.00 EJ7A 06-11-04 2 X 4 2 X 4 01-0412 207.85 134.58 377.09 7707169563.00 -168.74 -58.17 JACK-OPEN 07-00-00 Joint 4 Joint 5 Joint 8 4 6.00 0.00 EJ7T 07-00-00 2 X 4 2 X 4 01-0400 145.52 97.10 466.50 9023118524.00 -81.40 A 13.56 JACK-OPEN 07-00-00 Joint 4 Joint 5 Joint 8 6 6.00 0.00 EJ7T1 07-00-00 2 X 4 2 X 4 01-0400 145.56 101.05 472.85 7638082681.00 -81.03 -108.69 JACK-OPEN 04-06-04 Joint 3 Joint 4 Joint 5 12 6.00 0.00 EJK1 04-06-04 2 X 4 2 X 4 01-04-00 114.27 79.84 281.79 6275805614.00 -63.35 -96.23 JACK-OPEN 04-06-04 Joint 2 Joint 3 Joint 4 4 6.00 0.00 EJK1 S O4-0C-04 2 X 4 2 X 4 122.35 82.37 172.54 5987344118.00 -70.24 -13.39 SCISSOR 19-04-00 Joint 11 Joint 15 2 6.00 3.00 G 19-04-00 2 X 4 2 X 4 01-0400 01-04-00 854.37 854.37 5198032252.00 -247.47 -263.38 COMMON 19404-00 Joint 2 Joint 8 1 6.00 0.00 G1 19-04-00 2 X 4 2 X 4 01-0400 01-04-00 857.29 857.29 4846624210.00 -243.77 -243.77 _ COMMON 19-0400 Joint 1 Joint 7 1 6.00 0.00 G2 19-04-00 2 X 4 2 X 4 01-0400 770.34 860.33 ••.. 4306318999.00 177.52 -246.07 .'i �� w� ••��'. �.� r. No.42704 s STATE OF � .,4 0 R% tD,,�•' •r.u.+ William M. Ranieri, P c # 42704 DATE07/17/14 PAGE 5 Reaction Summary of Order REQ.QUOTE DATE / / ORDER# 728315B ORDER DATE 06/16/14 QUOTE# B1402819 DELIVERY DATE / / CUSTOMER ACCT# 000100389 DATE OF INVOICE / / CUSTOMER PO# ORDERED BY James INVOICE# a I TERMS CREDIT AmtPul mms S�uvvu 8uut>tes SSUPERINTENDANT James SALES REP Burt Hams JOBSITE PHONE# (904)487-4063 SALES AREA Toll Brothers-Jacksonville JOB NAME:Catalina LOT# 1 SUBDIV:Atlantic Beach Country S ° 160 Cape May Ave MODEL:Catalina TAG: JOB CATEGORY: D T Ponte Vedra, FL 32081 DELIVERY INSTRUCTIONS: D (904)217-0739 S i SPECIAL INSTRUCTIONS: P TBD T Jacksonville,FL BY DATE BUILDING DEPARTMENT OVERHANG INF HEEL HEIGHT 00-0403 REQ.LAYOUTS REQ.ENGINEERING QUOTE ROOF END CUT RETURN I NONE NONE LAYOUT IRF 07/15/14 SQUARE NO I GABLE STUDS 24 IN.OC I CUTTING 1 1 / / ROOF TRUSSES LOADING TCLL-TCDLACLLACDL sTRess iNcx ROOF TRUSS SPACING:24.0 IN.O.C.(TYP.) INFORMATION 20.0,1&0, .0,10.0 1.25 PROFILE QTY PITCH TYPE BASE LU MBER VERHAN Joint Number PLY ID O/ATOP BOT LEFT RIGHT REACTIONS Gravity Max Uplift ry COMMON 17-11-00 Joint 2 Joint 8 2 6.00 0.00 GA 17-11-00 2 X 4 2 X 4 01-04-00 803.86 713.39 1689303820.00 -233.06 -164.15 o- HALF HIP 17-11-00 Joint 2 Joint 8 1 6.00 0.00 GA1 17-11-00 2 X 4 2 X 4 01-04-00 798.05 707.53 8211320268.00 -212.33 -182.17 HIP GIRDER 17-11-00 Joint 2 Joint 8 1 6.00 0.00 GA5 17-11-00 2 X 4 2 X 4 01-0400 1142.32 1051.85 1247477056.00 -347.03 -278.12 HIP 17-11-00 Joint 2 Joint 7 1 6.00 0.00 GA7 17-11-00 2 X 4 2 X 4 01-0400 803.86 713.39 3505676041.00 -233.06 -164.15 MONOPITCH 03-00-00 Joint 1 Joint 3 1 6.00 0.00 GG 03-00-00 2 X 4 2 X 6 541.35 437.32 9195136851.00 -114.90 -124.10 SCISSOR 19-04-00 Joint 11 Joint 15 1 6.00 3.00 GX 19404-00 2 X 4 2 X 4 01-04-00 01-0400 854.37 854.37 1042397033.00 -247.47 -263.38 ROOF 19-05-00 Joint 10 Joint 15 1 6.00 0.00 H 1 19-05-00 2 X 4 2 X 4 01-0400 01-04-00 844.34 723.67 9240326602.00 -248.25 -240.88 ROOF 19-05-00 Joint 1 Joint 9 1 6.00 0.00 H3 19-05-00 2 X 4 2 X 4 776.57 776.57 9346214940.00 -180.56 -180.56 HIP 18-09-08 Joint 1 Joint 7 1 6.00 0.00 H5 18-09-08 2 X 4 2 X 4 745.74 745.74 6059119203.00 -172.86 -173.91 ROOF 18-09-08 Joint 1 Joint 8 1 6.00 0.00 HA2 18-09-08 2 X 4 2 X 4 755.27 810.44 941345042.00 -222.74 -217.33 HIP 18-09-08 Joint 1 Joint 7 1 6.00 0.00 HA4 18-09-08 2 X 4 2 X 4 745.74 745.74 9287487929.00 -172.86 -173.91 HIP 18-M08 Joint 1 Joint 6 1 6.00 0.00 HA6 18-09-08 2 X 4 2 X 4 745.74 745.74 5810749053.00 -172.86 -173.91 COMMON 09-03-08 Joint 5 Joint 7 3 6.00 0.00 HB 09-03-08 2 X 4 2 X 4 01-0400 352.02 460.59 6648461739.00 -79.54 -158.47 COMMON 09-03-08 Joint 4 Joint 6 1 6.00 0.00 HB1 09-0308 2X4 2X4 359.97 359.97 ���•�•,.;�•+ 9649251729.00 -84.62 -82.77 �' •. No.42704 STATE OF e� ss�NAt�o William M. Ranieri, P c # 42704 DATE07/17/14 PAGE 6 Reaction,Summary of Order REQ.QUOTE DATE / / ORDER# 728315B ORDER DATE 06/16/14 QUOTE# B1402819 DELIVERY DATE / / CUSTOMER ACCT# 000100389 DATE OF INVOICE / / CUSTOMER PO# ORDERED BY James INVOICE# TERMS CREDIT AK 4N BI'IkDERbntS SUPERINTENDANT James SALES REP Burt Harris SITI'tl' JOBSITE PHONE# (904)487-4063 SALES AREA Toll Brothers -Jacksonville JOB NAME:Catalina LOT# 1 SUBDIV:Atlantic Beach Country S ° 160 Cape May Ave MODEL:Catalina TAG: JOB CATEGORY: D Ponte Vedra, FL 32081 DELIVERY INSTRUCTIONS: D (904)217-0739 S H SPECIAL INSTRUCTIONS: P TBD T Jacksonville, FL BY DATE BUILDING DEPARTMENT1 OVERHANG INFO HEEL HEIGHT 00-0403 REQ.LAYOUTSREQ.ENGINEERING QUOTE ROOF END CUT RETURN NONE NONE LAYOUT IRF 07/15/14 SQUARE No GABLE STUDS 24 IN.OC CUTTING ROOF TRUSSES LOADING TCU--TCDL43CLI-8CDL sTREss INCR. ROOF TRUSS SPACING:24.0 IN.O.C.(TYP.) INFORMATION 20.0,10.0,0.0,10.0 1.25 PROFILE QTY PITCH TYPE BASE LUMBERI OVERHANGLUMBERJoint Number REACTIONS Max Gravity PLY ID O/A TOP BOT j LEFT RIGHT Max Uplift MONOPITCH 02-08-08 Joint 3 Joint 4 1 6.00 0.00 HBG 02-08-08 2 X 4 2 X 6 184.59 348.72 356410704.00 1 -65.85 -70.27 COMMON 13-00-00 Joint 14 Joint 15 Joint 16 Joint 17 Joint 18 1 6.00 0.00 HCX 13400-00 2 X 4 2 X 4 01-04-00 01-04-00 183.01 63.48 120.23 105.87 114.57 9660755374.00 -106.66 -27.13 -42.54 -37.63 -33.12 COMMON 08-04-01 Joint 6 Joint 8 1 6.00 0.00 HD 08-04-01 2 X 4 2 X 4 01-0400 01-04-00 414.47 414.47 8332885396.00 1 -145.45 -145.45 HIP GIRDER 08-04-01 Joint 7 Joint 9 1 6.00 0.00 HD3 08-04-01 2 X 4 2 X 4 01-0400 01-0400 399.63 390.67 3003312016.00 -164.18 -164.27 DIAGONAL HIP 01-04-04 Joint 3 Joint 4 Joint 5 1 4.24 0.00 HJ 1 H 01-04-04 2 X 4 2 X 4 01-10-10 36.86 17.76 281.31 3614137182.00 -42.53 -18.50 -171.94 DIAGONAL HIP 03-09-03 Joint 3 Joint 4 Joint 5 1 4.24 0.00 HJ28 03-09-03 2 X 4 2 X 4 01-10-10 61.30 27.29 219.41 3229953635.00 1 -28.82 -16.53 -130.37 DIAGONAL HIP 04-01-07 Joint 3 Joint 4 Joint 5 1 4.24 0.00 HJ3 04-01-07 2 X 4 2 X 4 01-10-10 67.74 38.59 210.52 9754274501.00 -26.53 -119.86 DIAGONAL HIP 04-02-03 Joint 3 Joint 4 Joint 5 2 4.24 0.00 HJ3H 04-02-03 2 X 4 2 X 4 01-10-10 74.66 39.28 226.73 3832946468.00 -35.74 -0.79 -130.14 DIAGONAL HIP 05-07-02 Joint 2 Joint 3 Joint 4 1 2.12 0.00 HJ4F 05-07-02 2 X 4 2 X 4 01-10-10 355.74 138.72 98.92 154963340.00 -164.87 -62.37 6� DIAGONAL HIP-6-7-00-02 Joint 3 Joint 4 Joint 5 2 4.24 0.00 HJ5 07-00-02 2 X 4 2 X 4 01-10-10 157.24 101.27 281.44 5899526027.00 -77.05 -124.08 DIAGONAL HIP 09-10-01 Joint 4 Joint 5 Joint 8 1 4.24 0.00 HJ7 09-10-01 2 X 4 2 X 4 01-10-10 166.71 266.26 394.92 3207658217.00 -91.30 -51.57 -151.55 DIAGONAL HIP 09-0100 Joint 4 Joint 5 Joint 8 1 4.24 0.00 HJ7A 09-0100 2 X 4 2 X 4 01-11-11 150.07 361.51 610.12 4553185089.00 -104.76 -334.99 -648.03 MONOPITCH 11-11-08 Joint 2 Joint 5 8 3.00 0.00 J 11-11-08 2 X 4 2 X 4 01-0400 578.53 448.65 6042553139.00 -166.04 -116.29 MONOPITCH 11-11-08 Joint 2 Joint 10 Joint 11 Joint 1 t 1 • 1 3.00 0.00 JX 11-11-08 2X4 2X4 01-0400 229.34 39.63 107.80 �•�.JaIA:•••• 6911227561.00 -84.66 -12.13 -25.57 No.42704 STATE OF William M. Ranieri, P c # 42704 DATE 07/17/14 PAGE 7 Reaction Summary of Order REQ.QUOTE DATE / / ORDER# 728315B ORDER DATE 06/16/14 QUOTE# B1402819 DELIVERY DATE ! / CUSTOMER ACCT# 000100389 DATE OF INVOICE / / CUSTOMER PO# ORDERED BY James INVOICE# TERMS CREDIT A.MIRK_A\ 151,111eRs SLmru SUPERINTENDANT James SALES REP I Burt Harris JOBSITE PHONE# (904)487-4063 SALES AREA S Toll Brothers-Jacksonville JOB NAME:Catalina LOT# 1 SUBDIV:Atlantic Beach Country ° 160 Cape May Ave MODEL:Catalina TAG: JOB CATEGORY: D T Ponte Vedra, FL 32081 DELIVERY INSTRUCTIONS: ° (904)217-0739 P TBD SPECIAL INSTRUCTIONS: o Jacksonville,FL BY DATE BUILDING DEPARTMENT OVERHANG INFOI HEEL HEIGHT 00-04-03 REQ.LAYOUTS I REQ.ENGINEERING I QUOTE I ROOF I END CUT I RETURN I NONE NONE LAYOUT RF 07/15/14 ISQUAREJ NO I GABLE STUDS 24 IN.OC I CUTTING 1 / / ROOF TRUSSES LOADING Tal-TCDLACLL-acDL STRESS INCR. ROOF TRUSS SPACING:24.0 IN.O.C.(TYP.) INFORMATION 20.0,10.0,1 .0,10.0 1.25 PROFILE QTY PITCH TYPE BASELUMBEROVERHANG Joint NumbeMax Gravityr PLY ID O/A TOP I BOT I LEFT RIGHT REACTIONS Max Uplift COMMON 15-07-11Joint 2 Joint 6 1 5.54 0.00 K 15-07-11 2 X 4 2 X 6 01-05-05 1491.34 1404.02 8361566730.00 -585.33 -513.65 I FLAT GIRDER 02-09-14 Joint 3 Joint �-� 4 0.00 0.00 K-FG 02-09-14 2 X 4 2 X 4 217.75 217.78 5664770114.00 -59.29 -59.30 MONOPITCH 07-09-02 Joint 2 Joint 5 2 5.54 0.00 KG 07-09-02 2 X 4 2 X 6 01-05.05 464.42 507.52 5471435864.00 -147.98 -199.70 DIAGONAL HIP 06-03-13 Joint 2 Joint 12 3 5.54 0.00 KG1 06-03-13 2 X 4 2 X 4 01-05-05 01-03-00 322.50 233.42 444804134.00 -78.35 -171.99 DIAGONAL HIP 06-03-14 Joint 5 Joint 7 �tl 1 5.54 0.00 KG1S 06-03-14 2 X 4 2 X 4 01-03-00 221.58 265.72 5163376824.00 -3.82 -189.30 PIGGYBACK 14-05-08 Joint 6 Joint 7 Joint 8 Joint 9 Joint 10 1 0.00 0.00 PB1 14-05-08 2 X 4 2 X 4 00-06-00 98.67 303.83 328.32 303.83 98.67 224798645.00 -26.18 -84.50 -81.53 -84.50 -26.18 PIGGYBACK 14-05-08 Joint 6 Joint 7 Joint 8 Joint 9 Joint 10 1 0.00 0.00 PB2 14-05.08 2 X 4 2 X 4 00-06-00 97.86 304.78 328.05 304.78 97.86 4250039062.00 -25.98 -84.71 -81.48 -84.71 -25.98 PIGGYBACK 1 14-05-08 Joint 6 Joint 7 Joint 8 Joint 9 Joint 10 1 0.00 0.00 PB3 14-05-08 2 X 4 2 X 4 00406-00 122.77 384.48 412.91 384.48 122.77 3101464596.00 -25.85 -84.85 -81.46 -84.85 -25.85 PIGGYBACK 14-05-08 Joint 6 Joint 7 Joint 8 Joint 9 Joint 10 1 6.00 0.00 P134 14-05-08 2 X 4 2 X 4 00-06-00 153.57 417.72 428.29 357.93 115.11 6277150604.00 -48.68 -72.15 -92.13 -121.59 ITEMS QTY ITEM TYPE SIZE LENGTH-j- PART NUMBER NOTES FT-IN-16 1 Hanger HHUS26-2 1 Hanger HHUS28-2 52 I Hanger HUS26 5 I Hanger HUS28 4 Hanger SUL26 4 Hanger SUR26 V; ■ Jw •b LICENSE'• No.42704 STATE OF t D Fi1Dt-•' William M. Ranieri, P c # 42704 ®Boise Cascade Triple 1-3/4" x 16" VERSA-LAM® 2.0 3100 SP Floor Beam1ML-1 Dry 11 span No cantilevers 10/12 slope Wednesday, July 16, 2014 BC CALCO Design Report-US Build 2627 File Name: 728315-beam Job Name: Grandville(Heritage) Description: Designs\ML-1 Address: Lot 88 Coastal Oaks Specifier: City, State,Zip: , Designer: RF Customer: Toll Brothers, Inc. (Jax) Company: American Builders Supply Code reports: ESR-1040 Misc: 1 23-00-00 BO B1 Total Horizontal Product Length=23-00-00 Reaction Summary(Down/Uplift) (lbs) Bearing Live Dead Snow Wind Roof Live BO, 5-1/2" 4,822/0 2,329/0 B1, 5-1/2" 4,393/0 2,924/0 Live Dead Snow Wind Roof Live Trib. Load Summary Tag Description Load Type Ref. Start End 100% 90% 115% 160% 125% 1 Standard Load Unf.Area(Ib/ft^2) L 00-00-00 23-00-00 40 10 00-09-00 2 FL TRUSSES Unf. Lin. (Ib/ft) L 00-00-00 15-11-00 371 139 n/a 3 BALCONY FL GIR... Unf.Area(Ib/ft^2) L 16-09-08 17-01-08 2,553 1,315 00-09-00 4 UPPER ROOF LOAD Conc. Pt. (Ibs) L 15-02-00 15-02-00 270 270 n/a 5 UPPER G1 TRUSS Conc. Pt. (Ibs) L 16-00-00 16-00-00 429 429 n/a 6 Balcony beam pt load Conc. Pt. (Ibs) L 16-11-00 16-11-00 640 640 n/a 7 Balcony beam pt lo... Conc. Pt. (Ibs) L 21-03-00 21-03-00 640 640 n/a Disclosure Controls Summary Value %Allowable Duration Case Location Completeness and accuracy of input must Pos. Moment 41,931 ft-Ibs 74.8% 100% 1 12-06-00 be verified by anyone who would rely on End Shear 7,289 lbs 96.1% 100% 1 22-06-08 output as evidence of suitability for Total Load Defl. 0257(1.038") 93.5% n/a 1 11-08-02 particular application.Output here based on building code-accepted design Live Load Defl. U397(0.67") 90.6% n/a 2 11-07-01 properties and analysis methods. Span/Depth 16.7 n/a n/a 0 00-00-00 Installation of BOISE engineered wood products must be in accordance with %Allow %Allow current Installation Guide and applicable Bearing Supports Dim.(L x W) Value Support Member Material building codes.To obtain Installation Guide BO Post 5-1/2"x 3-1/2" 7,151 lbs n/a 49.5% Unspecified (8ecified (8 ask questions,please call 00)232-0788 before installation.\n\nBC B1 Post 5-1/2"x 3-1/2" 7,317 lbs n/a 50.7% Unspecified CALC®,BC FRAMERO,AJS-, ALLJOIST®,BC RIM BOARD-,BCI®, Cautions BOISE GLULAM'*" SIMPLE FRAMING SYSTEM®,VERSA-LAME),VERSA-RIM Member is not fully supported at post BO. A connector is required at this bearing. PLUS®,VERSA-RIM®, Member is not fully supported at post B1. A connector is required at this bearing. VERSA-STRAND®,VERSA-STUD®are trademarks of Boil,iseod Notes Products L.L.C. M N.. Design meets Code minimum (U240)Total load deflection criteria. � ,Design meets Code minimum (U360) Live load deflection criteria. `�� •`LICENSEz Calculations assume Member is Fully Braced. Design based on Dry Service Condition. N0.42704 Deflections less than 1/8"were ignored in the results. 1 Fastener Manufacturer: Simpson Strong-Tie, Inc. * 7[ STATE OF % •� , f eel Page 1 of 2 ~ William M. Ranieri, Pte`ti'c # 42704 ®Boise Cascade Triple 1-3/4" x 16" VERSA-LAM® 2.0 3100 SP Floor Beam1ML-1 Dry 1 span No cantilevers 0/12 slope Wednesday, July 16, 2014 BC CALCO Design Report-US Build 2627 File Name: 728315-beam Job Name: Grandville (Heritage) Description: Designs\ML-1 Address: Lot 88 Coastal Oaks Specifier: City, State, Zip: , Designer: RF Customer: Toll Brothers, Inc. (Jax) Company: American Builders Supply Code reports: ESR-1040 Misc: Notch/Bevel Cut Details Location Type Dimensions Design Depth 20-01-11 Bevel -Top Heel Depth: 6", Bevel Slope: 3.5/12 7-5/8" BS 12 HD ii HD=Heel Depth BS=Bevel Slope Connection Diagram �a b d a c e a minimum= 1-1/2%=6-1/2" b minimum=4" d = 12" e minimum = 1" Calculated Side Load = 1,450.5 Ib/ft Connection design assumes point load is top-loaded. For connection design of side-loaded point loads, please consult a technical representative or professional of Record. Install screws from both sides,staggering screws by half of the spacing to avoid splitting. Connectors are: SDS 1/4 x 3-1/2 LICENSE".. r N0.42704 s STATE OF 4 4•4 8 R1pP'' .tle4 Page 2 of 2 NA William M. Ranieri, P c # 42704 Job 4 ruse Tnm Type Dwg No 062 Qty ply 728315 F Floor 6 1 Job Reference(optional) American Builders Supply,Sardad,FL 32771 Run:7.520 s May 8 2014 Print:7.520 sMay 8 2014 MTek Industries,Inc. Thu Jul 1710:09:29 2014 Page 1 ID:c8A3zpKbMfNUP7GwJa8Yk9zZjN-0Fhge6dMTFk7fWDvW4WfOylyKmjydBFCMOV ba 0-1-8 H 1—� 1-" —,1 2-" � 14-0 Scale=1:335 Dead Load Defl.=5/16 in 2x4 11 2x4 11 2x4= 4x8= 2x4 11 3x4= 24 II 2x4 II 3x4= 16 FP= 4x8= 3x4 11 1 2 3 4 5 6 7 8 9 10 11 1 17 16 15 14 13 3x6= 3x10 MT20H FP= 3x4= 314= 4x10= 3x8= 4x10— 2x4 SP= 10-" 1158 9-2-8 9,4,0114-0 20-8-0 9-218 0-4181-" 1-0 00 18 9.2-8 Plate Offsets(),Y)— [5.0-1-8 Edge] [6:0-1-8 0-0-0] [14.0-1-8 Edge] [15.0-1-8 Edge] [19:0-1-8,0-1-0] LOADING(psf) SPACING- 2-M CSI. DEFL in (loc) I/defl L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.65 Vert(LL) -0.39 14-15 >632 360 MT20 244/190 TCDL 10.0 Lumber Increase 1.00 BC 0.93 Vert(TL) -0.68 14-15 >362 240 MT20H 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.88 Horz(TL) 0.12 12 n/a n/a BCDL 10.0 Code FBC2010/TPI2007 (Matrix) Weight:103 Ib FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP M 30(flat)*Except* TOP CHORD Structural wood sheathing directly applied or 5-6-11 oc purlins, except T2:2x4 SP No.2(flat) end verticals. BOT CHORD 2x4 SP M 30(flat) BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 2x4 SP No.3(flat) REACTIONS. (lb/size) 18=1219/0-4-0 (min.0-1-8),12=1225/0-6-0 (min.0-1-8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-3994/0,3-4=-3994/0,4-5=-5130/0,5-0=5130/0,6-7=-5130/0,7-8=-3993/0,8-9=-3993/0,9-10=-3993/0 BOT CHORD 17-18=0/2331,16-17=0/4878,15-16=0/4878,14-15=0/5130,13-14=0/4878,12-13=0/2335 WEBS 515=-343/38,6-14=-343/38,2-18=-2561/0,2-17=0/1838,3-17=-257/0,4-17=-977/0,4-15=-94!712,10-12=-2570/0, 10-13=0/1834,8-13=-255/0,7-13=-979/0,7-14=-94/712 NOTES- (7) 1)Unbalanced floor live loads have been considered for this design. 2)All plates are MT20 plates unless otherwise indicated. 3)The Fabrication Tolerance at joint 16=11% 4)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 5)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 6)CAUTION,Do not erect truss backwards. 7)Segn:A0018215,Date:07/17/2014 LOAD CASE(S) Standard �� Ilf'■ ,� ;••LICENSE':���m = N0.42704 STATE OF a'• s•<0 R1p,,�'`s ....... ��� �NAI� William M. Ranieri, P c # 42704 Job Truss I fuss I ype ly 4 a 728315 F1 Floor 17 1 Job Reference(optional) I No 054 American Builders Supply,Sanford,FL 32771 Run:7.520 s tfr�aayy B 2014 Print:7.520 s May 8 2014 MiTek Industries,Inc.Thu Jul 17 10:09:30 2014 Pa 1 ID:c8A3zpKbMBVUPTGwJa8Yk9zZBN-uSF2rayW7mNbkp5PTDbIBbUsyk6Nh2ZPQZVx1 NyxCbZ 2-6-0 2-0-0 14-0 Scale=1:36.4 Dead Load DO =3/8 in 2x4 II 2x4 44= 2x4 II 410= 2x4 11 3x4= 4x4= 3x6 FP- 2x4 11 410= 3x4 II 1 2 3 4 5 6 7 8 9 10 11 12 E.1 VII T11 1 19 18 17 16 15 14 3x6= 3x10 MT20H FP= 2x4 I I 3x4= 4x10= 3x8= 410=3x6 WB= 46= 11-0-0 10-10-8 13-1-8 I _ 104E 10-7 12-0-0 13-0-0 224-0 104.8 0010 1-0-0 1-0-0 9-2-8 0-3-0 0-1-8 0-1-8 Plate Offsets(X,Y)- [6:0-1-8,Edge],p:0-1-8,0-M],[15:0-",Edge],[16:0-1-8,Edge] LOADING(psf) SPACING- 2-M CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.95 Vert(LL) -0.54 16 >494 360 MT20 244/190 TCDL 10.0 Lumber Increase 1.00 BC 0.90 Vert(TL) -0.94 16 >283 240 MT20H 187/143 BCLL 0.0 Rep Stress Incr YES WB 1.00 Horz(TL) 0.13 13 n/a n/a BCDL 10.0 Code FBC2010/TP12007 (Matrix) Weight:113 Ib FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP M 30(flat)*Except* TOP CHORD Structural wood sheathing directly applied, except end verticals. T2:2x4 SP No-2(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. BOT CHORD 2x4 SP M 31(flat) WEBS 2x4 SP No.3(flat) OTHERS 2x4 SP No.3(flat) REACTIONS. (Ib/size) 20=1329/0-5-8 (min.0-1-8),13=1329/0-6-0 (min.0-1-8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-4399/0,3-4=4399/0,4-5=-6094/0,5-6=-6094/0,6-7=-5987/0,7-8=-5987/0, 8-9=-5987/0,9-10=-4429/0,10-11=4429/0 BOT CHORD 19-20=0/2509,18-19=0/5531,17-18=0/5531,16-17=0/5987,15-16=0/5987,14-15=0/5555, 13-14=0/2555 WEBS 6-16=-395/131,7-15=-383/0,2-20=-2774/0,2-19=0/2090,4-19=-1252/0,4-17=0/760, 5-17=-441/150,6-17=-544/764,11-13=-2813/0,11-14=0/2071,10-14=-256/0,9-14=-1245/0, 9-15=0/884 NOTES- (6) 1)Unbalanced floor live loads have been considered for this design. 2)All plates are MT20 plates unless otherwise indicated. 3)The Fabrication Tolerance at joint 18=11% 4)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 5)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 6)Segn:A0018207,Date:07/17/2014 LOAD CASE(S) Standard .n MICENSE. �►. i No.42704 z STATE OF Iq� William M. Ranieri, P c # 42704 toss cuss ype -- - o 0551 Job 728315 F2 Floor un:7.520s May 82 P?GwJa.520s Reference �(optmonal�Nbk 5PTDbIBbUtfk58h21PQZV01 Pa I American Builder's Supply,Sanford,FL 32771 Run:7.520 s May 8 2014 Print 7.520 s May B 2014 MTek Industries,Inc.Thu Jul 17 10:09:30 2014 Pa 1 ll YW7 P Yx 2-6-0 1-5-8 0-6-8 2-0-0 1-4-0 Scale=1:39.4 Dead Load Defl =1/4 in 4x10= 2x4 II 3x4= 3x6= 3x4= 2x4 11 34= 2x4 11 3x4= 3x6 FP= 2x4 II 3x6= 3x4 II 1 2 3 4 5 6 7 8 9 10 11 12 13 1 0 V 22 21 20 19 18 17 16 15 14 3x10= 3x8= 4x6=3x6 FP= 4x10= 2x4 11 3x4= 3x8= 3x6= 6-11-6-2-8 15-1.8 5_6-0 2-12 71110 130-0 14-0-0 15-" 24-4-0 5-" 0�1 0- 5-9-8 1-0-0 1-0 H 9-2-8 0-8-19-1.8 0-1-8 Plate Offsets Q0-7 [7:0-1-8,E 3e],[8:0-1-8,0-0-0],[16:0-1-8,Edge],[17:0-1-8 Edge1 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.84 Vert(LL) -0.36 15-16 >568 360 MT20 244/190 TCDL 10.0 Lumber Increase 1.00 BC 0.98 Vert(TL) -0.63 15-16 >326 240 BCLL 0.0 Rep Stress Incr YES WB 0.97 Horz(TL) 0.05 14 n/a n/a BCDL 10.0 Code FBC2010/TP12007 (Matrix) Weight:127 Ib FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat)*Except* TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except T1:2x4 SP M 30(flat) end verticals. BOT CHORD 2x4 SP No.2(flat)*Except* BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. 132:2x4 SP M 30(flat) WEBS 2x4 SP No.3(flat) REACTIONS. (Ib/size) 22=168/0-3-15 (min.0-1-8),20=1787/0-4-0 (min.0-1-8),14=928/0-6-0 (min.0-1-8) Max Uplift22=-92(LC 4) Max Grav22=317(LC 3),20=1787(LC 1),14=935(LC 4) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-79/803,3-4=-79/803,4-5=0/1370,5-6=-1161/0,6-7=-1161/0,7-8=-2690/0, 8-9=-2690/0,9-10=-2690/0,10-11=-2764/0,11-12=-2764/0 BOT CHORD 21-22=-344/372,20-21=-1370/0,19-20=-831/0,18-19=-831/0,17-18=0/2690,16-17=0/2690, 15-16=0/3004,14-15=0/1719 WEBS 7-17=0/254,4-20=-638/0,2-22=-408/378,2-21=-672/0,4-21=0/996,7-18=-1707/0, 5-18=0/2028,5-20=-1292/0,12-14=-1892/0,12-15=0/1156,10-15=-265/0,10-16=-529/32 NOTES- (6) 1)Unbalanced floor live loads have been considered for this design. 2)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)22. 3)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 4)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5)CAUTION,Do not erect truss backwards. 6)Segn:A0018208,Date:07/17/2014 LOAD CASE(S) Standard LICENSE.... N0.42704 STATE OF William M. Ranieri, P c # 42704 Job rues Truss TypelyI Dwg No 056 728315 F3 Floor t 1 Job Reference(optional) American Builders Supply,Sanford,FL 32771 Run:7.520 s Mayy 8 2014 Print:7.520 s May 8 2014 MiTek Industries,Inc.Thu Jul 17 10:09:312014 Page 1 ��0� ID:c8A3zpKbMfNUPTGwJa8Yk9zZbN-MepR2wz8u4VSMzgclx7_kpl2G7REQVEYfDEVZpyxCbY 1 2-60 2 Scale=1:42.6 Dead Load DO =1/4 in 4x10= 3x4= 3x6= 3x4= 2x4 11 3x6=3x4 11 2x4 11 3x8 FP= 2x4 11 3x4= 2x4 11 3x6= 3x4 I I i 1 2 3 4 5 6 7 6 9 10 11 12 13 14 23 22 21 20 19 18 17 16 15 3x10= 3x8= 4x6=3x6 FP= 4x10= 2x4 II 3x4= 3x8= 34= 9-1-6 16-10-14 610.6 8.11,-,14 14-10-14 15-10-14 17x0-8 262-14 610-6 0- 5-9-8 1-0-0 1-0.0 9.2.8 o-1-8 0-1-8 Plate Offsets(X,Y)- [9:0-1-8,Edge],[10:0-1-8,0-0-0],[17:0-1-8,Edge],[18:0-1-8,Edgel __ LOADING(psf) SPACING- 2-M CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.85 Vert(LL) -0.36 16-17 >571 360 MT20 244/190 TCDL 10.0 Lumber Increase 1.00 BC 0.99 Vert(TL) -0.62 16-17 >329 240 BCLL 0.0 Rep Stress Incr YES WB 0.97 Horz(TL) 0.05 15 n/a n/a BCDL 10.0 Code FBC2010/TPI2007 (Matrix) Weight:1361b FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat)*Except* TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except T2:2x4 SP M 30(flat) end verticals. BOT CHORD 2x4 SP No-2(flat)*Except* BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. B2:2x4 SP M 30(flat) WEBS 2x4 SP No.3(flat) REACTIONS. (Ib/size) 21=1856/0-4-0 (min.0-1-8),23=329/0-5-9 (min.0-1-8),15=926/0-6-0 (min.0-1-8) Max Grav21=1856(LC 1),23=438(LC 3),15=939(LC 4) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-612/395,34=-612/395,4-5=0/1423,5-6=0/1424,6-7=-1206/0,7-8=-1206/0, 8-9=-1206/0,9-10=-2721/0,10-11=-2721/0,11-12=-2780/0,12-13=-2780/0 BOT CHORD 22-23=-137/636,21-22=-976/0,20-21=-878/0,19-20=-878/0,18-19=0/2721,17-18=0/2721, 16-17=0/3030,15-16=0/1726 WEBS 9-18=0/260,2-23=-697/150,2-22=-285/0,4-22=0/1101,4-21=-900/0,9-19=-1714/0, 6-19=0/2033,6-21=-1315/0,13-15=-1900/0,13-16=0/1166,11-16=-276/0,11-17=-547/23 NOTES- (5) 1)Unbalanced floor live loads have been considered for this design. 2)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 3)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4)CAUTION,Do not erect truss backwards. 5)Segn:A0018209,Date:07/17/2014 LOAD CASE(S) Standard M. ��. . LICENSE�•••w.-- No.42704 STATE OF 4� NAI. William M. Ranieri, P c # 42704 Job I ruse I niss I ypeQy 728315 F4 Floor 2 1 Dwg No 057 Job Reference I American Builders Supply,Sanford,FL 32771 Run:7.520 s May 8 2014 Print 7.520 s May 8 2014 MTek Industries,Inc. Thu Jul 17 10:09,312014 Page 1 ID:c8A3zplmMfNUP?GwJa8Yk9zZjN-MepR2wz8u4VSMzgc1x7_kp12F7RDQVFYfDEVZpyxCbY 2-6-0 11-1 i 2-0-0 1-4-0 Scale=1:42.8 Dead Load Defl.=1/4 in 4x10= 3x4= 3x4 11 3x4= 2x4 11 3x6= 3x4 11 2x4 11 34 FP= 2x4 11 3x4= 2x4 16= 3x4 11 1 2 3 4 5 6 7 8 9 10 11 12 13 14 TI� 1 I� 23 22 21 20 19 18 17 16 15 34— 3xB= 4x6=3x5 FP= 4x10= 2x4 11 3x4= 3x8= 3x6_ 9-+$ 1610-14 8-108 a 14-10-14 262-14 610-6 5-9-8 100 9-2-8 0-1-8 0-1-8 Plate Offsets(X,Y)— [1:Edge,04-8],[9:0-",Edge],[10:0-1-8,0-0-0],[17:0-1-8Edge] [18:0-1-8 Edge] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.85 Vert(LL) -0.36 16-17 >571 360 MT20 244/190 TCDL 10.0 Lumber Increase 1.00 BC 0.99 Vert(TL) -0.62 16-17 >329 240 BCLL 0.0 Rep Stress Incr YES WB 0.97 Horz(TL) 0.05 15 n/a n/a BCDL 10.0 Code FBC2010fTP12007 (Matrix) Weight:135lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No-2(flat)*Except* TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except T2:2x4 SP M 30(flat) end verticals. BOT CHORD 2x4 SP No.2(flat)`Except* BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. B2:2x4 SP M 30(flat) WEBS 2x4 SP No.3(flat) REACTIONS. (Ib/size) 23=334/Mechanical,21=1860/0-4-0 (min.0-1-8),15=926/0-6-0 (min.0-1-8) Max Grav 23=441(LC 3),21=1860(LC 1),15=939(LC 4) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-637/376,3-4=-637/376,4-5=0/1426,5-6=0/1426,6-7=-1206/0,7-8=-1206/0, 8-9=-1206/0,9-10=-2721/0,10-11=-2721/0,11-12=-2780/0,12-13=-2780/0 BOT CHORD 22-23=-127/637,21-22=-949/0,20-21=-880/0,19-20=-880/0,18-19=0/2721,17-18=0/2721, 16-17=0/3030,15-16=0/1726 WEBS 9-18=0/260,2-23=-701/140,2-22=-276/0,3-22=-250/0,4-22=0/1076,4-21=-928/0, 9-19=-1715/0,6-19=0/2033,6-21=-1312/0,13-15=-1900/0,13-16=0/1166,11-16=-276/0, 11-17=-548/23 NOTES- (6) 1)Unbalanced floor live loads have been considered for this design. 2)Refer to girder(s)for truss to truss connections. 3)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 4)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5)CAUTION,Do not erect truss backwards. 6)Segn:A0018210,Date:07/17/2014 LOAD CASE(S) Standard "•'LICENSE' No.42704 s s STATE OF r William M. Ranieri, P c # 42704 TrussJob Truss Type t �r I D"No 058 728315 F5 Floor 3 1 Job Reference(optional) American Builders Supply,Sanford,FL 32771 Run:7.520 s May 8 2014 Print:7.520 s May 8 2014 MTek Industnes,Inc.Thu Jul 17 10:0932 z014 1 �q ID:c8A3zpKbMfNUP?GwJa8Yk9zZjN-ggNpGG_mfOdJ_7FoaeeDGOZHyXt)9?Ohut_25Gyx bX 2-6-0 1 14 ?- 0- Scale=1:371 i Dead Load Defl.=3/16 n 3x10= 3x4= 2x4 II 3x4 11 3x4= 2x4 11 3x6= 30 11 20 11 3x6 FP= 4x4= 3x4= 3x4 II 1 2 3 4 5 6 7 8 9 10 11 12 13 T1 TO r= __�7�"i 1 Y 22 21 20 18 17 16 15 3x6= 3x8= 3x6 FP= 3x6= 4x10= 2x4 II 2x4 11 3x6= 4x6= 17-5-6 9-1-6 16-10-11Y-2-14 B-10-6 8-1111,114 14-10-14 15-,a,4, i7,Q$ 22-9-14 , 8-10 -- 0-� 5-9-8 1.0-0 1:d 0 2-8 5-" 0-1-8 0.1182-8 Plate Offsets(X Y)- [1:Edge,0-1-8],[9:0-1-6,Edgel,[10:0-1-8,Edge],[16:0-1-8,0-0-o),[17:0-1-8,Edge] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.60 Vert(LL) -0.11 16 >999 360 MT20 244/190 TCDL 10.0 Lumber Increase 1.00 BC 0.61 Vert(TL) -0.23 14-15 >716 240 BCLL 0.0 Rep Stress Incr YES WB 0.78 Horz(TL) 0.02 14 n/a n/a BCDL 10.0 Code FBC2010/TPI2007 (Matrix) Weight:1201b FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No-2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 SP No.2(flat)*Except* end verticals. B2:2x4 SP M 30(flat) BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 SP No.3(flat) REACTIONS. (Ib/size) 22=353/Mechanical,19=1649/0-4-0 (min.0-1-8),14=708/0-6-0 (min.0-1-8) Max Grav22=445(LC 3),19=1649(LC 1),14=724(LC 4) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-654/290,3-4=-654/290,4-5=0/1339,5-6=0/1339,6-7=-872/0,7-8=-872/0, 8-9=-872/0,9-10=-1741/0,10-11=-1844/0,11-12=-1844/0 BOT CHORD 21-22=-84/645,20-21=-824/0,19-20=-824/0,18-19=-867/0,17-18=0/1741,16-17=0/1741, 15-16=0/1741,14-15=0/1258 WEBS 10-16=-369/0,2-22=-710/92,3-21=-250/0,4-21=0/1053,4-19=-912/0,9-18=-1013/0, 7-18=-267/0,6-18=0/1644,6-19=-1076/0,12-14=-1385/0,12-15=0/648,11-15=-312/15, 10-15=-58/520 NOTES- (6) 1)Unbalanced floor live loads have been considered for this design. 2)Refer to girder(s)for truss to truss connections. 3)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 4)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5)CAUTION,Do not erect truss backwards. 6)Segn:AO018211,Date:07/17/2014 LOAD CASE(S) Standard ' LICENSE••; 4%� f No.42704 STATE 4F%X 0 RIP 000 e� .� `�S�NAIti�° William M. Ranieri, P c # 42704 ype 7n, rlrssOwg No 059Qty I 15 Fkw 1 1 Job Reference(optional) American Builder's Supply,SanlorQ FL 32771 Run:7.520 s May 8 2014 Print:7.520 s May 8 2014 MiTek Industries,Inc.Thu Jul 1710:09:32 2014 Page 1 I D:c8A3zpKbMNUP7GwJa8Yk9zZjN-qgNpGG_mfOdJ_7FoaeeDGOZHgXsR975hut_25GyxCbX 2-0-0 1-0-0 _- 2-4-14 Scale=1:16.4 Dead Load Defl.=1/4 in 3x4 11 3x4= 3x4= 3x4 11 1 2 32x4 11 4 5 --T1 ILI1IR 9 3x6 8 7 3x4 2x4 11 3x8= 2-10-8 9-1-14 2-10-8 0-0 0 0 8-0 536 Plate Offsets O.Y}- [L•Edge,0-1-8],12:0-1-8,Edge1.13:0-1-8.0-0.01.17:0-1-8.Edge1.[8:0-1-8,Edge] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.62 Vert(LL) -0.10 6-7 >999 360 MT20 244/190 TCDL 10.0 Lumber Increase 1.00 BC 0.67 Vert(TL) -0.34 6-7 >318 240 BCLL 0.0 Rep Stress Incr YES WB 0.29 Horz(TL) 0.02 6 n/a n/a BCDL 10.0 Code FBC2010ITP12007 (Matrix) Weight:49 Ib FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 SP No.2(flat) end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 9=534/Mechanical,6=534/0-4-0 (min.0-1-8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-954/0,3-4=-954/0 BOT CHORD 8-9=0/954,7-8=0/954,6-7=0/845 WEBS 4-6=-930/0,2-9=-1046/0,4-7=0/263 NOTES- (5) 1)Unbalanced floor live loads have been considered for this design. 2)Refer to girder(s)for truss to truss connections. 3)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 4)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5)Segn:AO018212,Date:07/17/2014 LOAD CASE(S) Standard LICENSE'=r i No.42704 S STATE 8F William M. Ranieri, P c # 42704 Truss rues ypeply DN9 No A 728315 F7 FlOor 1 1 Job Reference(optional) American Builders Supply,Sanford,FL 32771 Run:7.520 s MaY�8 2014 Print:7.520 s May 8 2014 M74e Industries,Inc.Thu Jul 17 10:09:32 2014 Page 1 I D:c8A3zpKbMfN UP?GwJa8W.;M N�q NpGG_mfOdJ_7Foaee DGOZJwXpD94bhut_25GyxCbX I 2-6-0 0�7 0{ 2-0-0 0-5-0, Scale=1:22.6 Dead Load Defl.=3/16 in 2x4 11 3x4 I I 3x6= 2x4 11 3x4= 4x4= 3x6= 3x4 11 1 2 3 4 5 6 7 8 Ell 1 V 13 12 11 10 34= 3x6= 2x4 11 2x4 11 4x6= 34= 5-11-8 8-5-0 54-8 5-8-0 6,1,0 7-1-0 8-1-0 2 7 14-0-0 54-8 0-1$ 1-0-0 1-0-0 o-1$ 2 54-8 0-3.8 0-2-8 Plate Offsets(X,Y)-- [1:Edge 0-1-8] [4:0-1-8 Edge],[5:0-1-8,Edge],[11:0-1-8,040-0],[12:0-1-8,Edge] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.47 Vert(LL) -0.11 12 >999 360 MT20 244/190 TCDL 10.0 Lumber Increase 1.00 BC 0.87 Vert(TL) -0.28 13-14 >593 240 BCLL 0.0 Rep Stress incr YES WB 0.45 Horz(TL) 0.04 9 n/a n/a BCDL 10.0 Code FBC2010/TP12007 (Matrix) Weight:74 Ib FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No-2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 SP No.2(flat) end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 14=825/0-4-0 (min.0-1-8),9=825/0-6-0 (min-0-1-8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-2269/0,3-4=-2269/0,4-5=-2309/0,5-6=-2270/0,6-7=-2270/0 BOT CHORD 13-14=0/1475,12-13=0/2309,11-12=0/2309,10-11=0/2309,9-10=0/1476 WEBS 2-14=-1624/0,2-13=0/877,4-13=-393/207,7-9=-1624/0,7-10=0/879,5-10=-450/249 NOTES- (4) 1)Unbalanced floor live loads have been considered for this design. 2)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 3)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4)Segn:A0018213,Date:07/17/2014 LOAD CASE(S) Standard LICENSE •;��m No.42704 i STATE OF oc .� William M. Ranieri, Pc�# 42704 NssNSS ype 728315 F7X Fbor Supported Gable 1 1 081 Job Reference(ootionall American Bwklefs Soppy,Serdord,FL 32771 Run:7.520s May 8 2014 F M:7.520 s Mayy 8 2014 MTek Industries,Inc.Thu Jul 17 10!09:332014 Page 1 ID:c8A3z KbMfNUP?GwJa8Yk9zZjN-11xBTc_OQhIAbHp_8M9SpE6apxMqueMr7XjbeiyxCbW Scale:3/4--l' 1 2 3 4 5 6 7 8 9 T T .1 IT i STF ER Y 18 17 16 15 14 13 12 11 10 10-3-4 Plate Offsets()Q)— [9:0-1 10-3-4 LOADING [10:0-1-8Edge] - LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.08 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 10.0 Lumber Increase 1.00 BC 0.02 Vert(TL) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.03 Horz(TL) 0.00 10 n/a n/a BCDL 10.0 Code FBC2010/TP12007 (Matrix) Weight:45lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purtins, except BOT CHORD 2x4 SP No.2(flat) end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3(flat) REACTIONS. All bearings 10-3-4. (lb)- Max Grav All reactions 250 Ib or less at joint(s)18,10,17,16,15,14,13,12,11 FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- (7) 1)All plates are 2x4 MT20 unless otherwise indicated. 2)Gable requires continuous bottom chord bearing. 3)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). 4)Gable studs spaced at 1-4-0 oc. 5)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 6)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 7)Segn:A0018214,Date:07/17/2014 LOAD CASE(S) Standard ,,,-' LICENSE�'�� r N0.42704 ra STATE OF =� a 04 0 8110.60 NAIL William M. Ranieri, P c # 42704 Nss ]Truss TypeQty Cwg NO 066 728315 FA Floor 7 ply 1 Job Reference(optional) American Builders Supply,Sanford,FL 32771 Run:7.520 s May 8 2014 Print:7.520 s May�8 2014 MTek Industries,Inc.Thu Jul 1710:09:33 2014 1 ID:cBA3zpKbMfNUP7GwJa8Yk9zZ1jN-11xBTC_OQhIAbHp_8M9SpE6QKx9cuUBr7Xjbei W 0-1-8 H2.8-0 1 9 8 1 Scale-1:28.5 Dead Load Dell.=3/16 in 3x8= 3x8= 3x4= 3x4= 3x6 FP= 1 2 3 4 5 6 7 8 9 t4 v ski 15 14 13 12 11 3x6= 3x6 FP= 3x10= 3x10= 3x6= 8-0-08 10 12 9 9 8 17-9-8 8-0-0 0-10-12 0 10-12 8-0-0 Plate Offsets(X Y} [4:0-1-8 Edge] [5:0-1-8 Edge] [9:0-1-8 Edge] III— 8,0-0 OL[13:0-1-8,Edge],[17:0-1-8,0-1-01,[18:0-1-8,0-1-01 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.75 Vert(LL) -0.25 13-14 >857 360 MT20 244/190 TCDL 10.0 Lumber Increase 1.00 BC 0.86 Vert(TL) -0.43 12-13 >492 240 BCLL 0.0 Rep Stress Incr YES WB 0.68 Horz(TL) 0.08 10 n/a n/a BCDL 10.0 Code FBC2010/TP12007 (Matrix) Weight:89 Ib FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 5-3-13 oc purlins, except BOT CHORD 2x4 SP No.2(flat)*Except* end verticals. B2:2x4 SP M 30(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No-3(flat) REACTIONS. (Ib/size) 16=1046/0-5-4 (min.0-1-8),10=1046/0-5-4 (min.0-1-8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-3257/0,3-4=-3257/0,4-5=-3795/0,5.6=-3254/0,6-7=3254/0,7-8=-3254/0 BOT CHORD 15-16=0/1959,14-15=0/1959,13-14=0/3795,12-13=0/3795,11-12=0/3795,10-11=0/1958 WEBS 8-10=-2149/0,2-16=-2150/0,8-11=0/1433,2-14=0/1435,6-11=296/0,3-14=296/0,5-11=-857/0,4-14=-853/0 1 NOTES- (5) 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 2x4 MT20 unless otherwise indicated. 1 3)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 4)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5)Segn:A0018219,Date:07/17/2014 LOAD CASE(S) Standard LICENSE:* No. 2704 STATE OF s e� ...FI 1 William M. Ranieri, P c42704 ' I russ I cuss I ype Ply 728315 FA1 Floor 1 1 D"No 063 Job Reference ' nal American Builders Supply,Sanford,FL 32771 Run:7.520 s May 8 2014 Print:7.520 s May 8 2014 MTek Industries,Inc.Thu Jul 1710:09:34 2014 1 ID:c8A3zpKbMtNUP?GwJa8Yk9zZjN-mDVZhy?08?t1 DQOBi3ghLRfdELYydzc_LBT9A8y bV 0-1-8 H , 2-6-01� 2_15 ' 11-" Sale=1:25.4 Dead Load Dell.=3/16 in 2x4 11 2x4= 34= 2x4 11 3x4= 2x4 11 3x6= 3x6= 1 2 3 4 5bA— 6 7EIT 8 1 Y 13 12 11 10 3x6= 3x8= 2x4 11 2x4 11 3x8= 3x10= 615 7-2-15,715, 15-10-7 _ 6-8-15 0." 0-" &1-8 Plate Offsets MY)— [4:0-1-8,Edge],[5:0-1-8,Edge],[11:0-1-0,0-0-0],[12:0-1-0,Edge],[15:0-1-8,0-1-0] LOADING(psf) SPACING- 2-M CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.61 Vert(LL) -0.17 10-11 >999 360 MT20 244/190 TCDL 10.0 Lumber Increase 1.00 BC 0.67 Vert(TL) -0.31 9-10 >595 240 BCLL 0.0 Rep Stress Incr YES WB 0.54 Horz(TL) 0.05 9 n/a n/a BCDL 10.0 Code FBC2010/TPI2007 (Matrix) Weight:84 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins, except BOT CHORD 2x4 SP M 30(flat) end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 14=927/0-5-4 (min.0-1-8),9=933/0-3-15 (min.0-1-8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-2722/0,3-4=-2722/0,4-5=-2978/0,5-6=-2770/0,6-7=-2770/0 BOT CHORD 13-14=0/1705,12-13=0/2978,11-12=0/2978,10-11=0/2978,9-10=0/1736 WEBS 7-9=-1903/0,2-14=-1871/0,7-10=0/1143,2-13=0/1124,6-10=-284/0,5-10=-467/92,4-13=-545/50 NOTES- (5) 1)Unbalanced floor live loads have been considered for this design. 2)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 3)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4)CAUTION,Do not erect truss backwards. 5)Segn:A0018216,Date:07/17/2014 LOAD CASE(S) Standard ICENSE'•;� s No. 2704 s STATE OF ss�NAi.���� William M. Ranieri, P c # 42704 Job I ruse Truss Type Dwg No 064 728315 FA2 Floor 177 1 Job Reference(optional) American Builders Supply,Sanford,FL 32771 Run:7.520 s May 8 2014 Print:7.520 s May 8 2014 MTek Industries,Inc. Thu Jul 17 10:09:34 2014 Page 1 ID:cBA3zpKbMtNUP?GwJa8Yk9zZN-mDVZhy?OB?t1 DQOBi3ghLRfg4LUxd?7_LBT9A8yxCbV 0-1-8 H 1 2-6-0 1_" , 1-8-15 Scale=1:22.2 Dead Load Defl.=3/16 in 2x4 11 2x4= 3x6= 2x4 11 2x4 11 3x6= 3x6= 1 2 3 43x4— 5 6 7 74 11: g Elf Y 11 10 9 3x6= 3x4= 2x4 11 3x6= 3x10= 5-48 511-4 6-s-0 10- 8-4-7 13-10-7 548 0 6 12 0 6 12 1-515 5-6-0 Plate Offsets(X,Y)- [3:0-1-8 Edge] [4:0-1-8 Edge] [10:0-1-8,0-0-01,[11:0-1-8 Ed e] [13:0-1-8,0-1-01 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.43 Vert(LL) -0.13 9-10 >999 360 MT20 244/190 TCDL 10.0 Lumber Increase 1.00 BC 0.92 Vert(TL) -0.31 11-12 >521 240 BCLL 0.0 Rep Stress Incr YES WB 0.45 Horz(TL) 0.04 8 n/a n/a BCDL 10.0 Code FBC2010/TPI2007 (Matrix) Weight:73 Ib FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 SP No.2(flat) end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. REACTIONS. (Ib/size) 12=807/0-5-4 (min.0-1-8),8=813/0-3-15 (min.0-1-8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-2237/0,3-4=-2237/0,4-5=-2237/0,5-6=-2237/0 BOT CHORD 11-12=0/1447,10-11=0/2237,9-10=0/2237.8-9=0/1473 WEBS 6-8=-1615/0,2-12=-1587/0,6-9=0/845,2-11=0/898,5-9=-258/0,4-9=-292/227 NOTES- (5) 1)Unbalanced floor live loads have been considered for this design. 2)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 3)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4)CAUTION,Do not erect truss backwards. 5)Segn:A0018217,Date:07/17/2014 LOAD CASE(S) Standard LICENSE�•;��a = No.427p4 z STATE OF o� William M. Ranieri, P c # 42704 Truss Truss Type FA3 Floor 1 Dwp No 065 728315 1 Job Reference I American Builders Supply,Sanford,FL 32771 Run:7.520 s May 8 2014 Print 7.520 s May 8 2014 MTek Industries,Inc.Thu Jul 17 10:09:34 2014 Page 1 ID:c8A3zpKbMfNUP?GwJa8Yk9zZjN-mDVZhy?OB?t1 DQOBi3ghLRfebLVxd??_LBT9A8yxCbV 0-1-8 H 2-" 1-9-14 - Scale=1:20.2 Dead Load Dell.=3/16 in 20 11 2x4= 3x4= 2x4 11 2x4 3x4= 3x4 11 1 2 3 4 5 6 1 ERI 9 8 3x4 3x6= 3x4= 34= 5 4 8 6-3 7 7-21 12$-14 5-4-8 0 011011 0 101 101 5�— 5.4-8 - Plate Offsets(X,Y)` [3:a1-8,Edge],[4:0-1-8,0-0-0] [8:0-1-8 Edge] [9:0-1-8 Edge] [11:0 1-8,0-1-0] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.53 Vert(LL) -0.16 9-10 >944 360 MT20 244/190 TCDL 10.0 Lumber Increase 1.00 BC 0.86 Vert(TL) -0.39 9-10 >384 240 BCLL 0.0 Rep Stress Incr YES WB 0.39 Horz(TL) 0.03 7 n/a n/a BCDL 10.0 Code FBC2010ITP12007 (Matrix) Weight:63 Ib FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 SP No.2(flat) end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 10=733/0-5-4 (min.0-1-8),7=739/0-5-8 (min.0-1-8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-1898/0,3-4=-1898/0,4-5=-1898/0 BOT CHORD 9-10=0/1281,8-9=0/1898,7-8=0/1283 WEBS 5-7=-1413/0,2-10=-1405/0,5-8=0/769,2-9=0/769 NOTES- (5) 1)Unbalanced floor live loads have been considered for this design. 2)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 3)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4)CAUTION,Do not erect truss backwards. 5)Segn:AO018218,Date:07/17/2014 LOAD CASE(S) Standard M. ��. . LICENSE••;,�� a No.42704 s STATE OF s 0 F1 ss�NAt�� William M. Ranieri, P c # 42704 Jobcuss Truss TypeA Dwg No 067 Qly ply 728315 FAX Floor Supported Gable 1 1 Job Reference(optional) American Builder's Supply,Sanford,FL 32771 Run:7.520 s tAey8 2014 MUM a Ma 8 2014 MTek Industries,Inc.Thu Jul 17 10:09:35 2014 Page 1 ID:cBA3zpKbMfN U P?GwJa8Yk9zjjN-EP3xu IOexJ?urazN GnBwuf BwCk10MYr6arCiibyxCbU Scale=1:28.6 3x6 FP= 1 2 3 4 5 6 7 8 9 10 11 12 13 14 1516 1E12 E73 114 E15 SIB E17 E18 S 0 sr 1 S 2 31 30 29 28 27 26 25 24 23 22 21 20 19 18 17 3x4= 3x6 FP= 3x6= 17-9am 17-9-8 Plate Offsets(X,Y)- [16:0-1-8,Edge],[32:0-1-8,0-"],[33:0-1-8,0-1-0]__ LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.09 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 10.0 Lumber Increase 1.00 BC 0.04 Vert(TL) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.03 Horz(TL) 0.00 17 n/a n/a BCDL 10.0 Code FBC2010/fP12007 (Matrix) Weight:79 Ib FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 SP No.2(flat) end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3(flat) REACTIONS. All bearings 17-9-8. (lb)- Max Grav All reactions 250 Ib or less atjoint(s)31,17,30,29,27,26,25,24,23,22,21,20,19,18 FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- (7) 1)All plates are 2x4 MT20 unless otherwise indicated. 2)Gable requires continuous bottom chord bearing. 3)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). 4)Gable studs spaced at 1-4-0 oc. 5)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 6)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 7)Segn:A0018220,Date:07/17/2014 LOAD CASE(S) Standard LICENSE%-*. No.42704 STATE QF o 40F1 yY�NAI� William M. Ranieri, P c # 42704 Truss Truss Type Ply a^9 No 069 728315 FB Floor 8 1 Job Reference(optional) American Builders Supply,Sankxd,FL 32771 Run:7.520 s May B 2014 Print:7.520 s Mayy 8 2014 MTek Industries,Inc. Thu Jul 1710:09:35 2014 Page 1 ID:m�A3z' bMftVUP7GwJa8Yk9zZjjN-EP3xuIOexJ?urazNGnBwufBmgkgLMNfBarCiibyxCbU 0-1-8 H i 2-" �1-0-00 1-10.0 Scale=1:30.5 Dead Load Defl.=1/4 in 2x4 11 2x4 11 2x4= 3x10= 2M II 3x4= 2x4 11 3x4= 3x6 FP= 3x10= 394 11 1 2 3 4 5 6 7 8 9 10 Tj 1 v RI 16 15 14 13 12 11 3x6= 3x10= 3x10 Mi20H FP= 3x4= 3x10= 3x6= 2x4 I I 8-0-0 18-10-0 8-0.0 9-10-0 Plate Offsets[),Y)- [4:0-1-8,Edge],[5:0-1-8,0-0-0],[13:0-1-8,Ed9e],114:0-1-8,Edgel,[18:0-1-8,0-1.0] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) /deft L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.75 Vert(LL) -0.31 12-13 >713 360 MT20 244/190 TCDL 10.0 Lumber Increase 1.00 BC 0.85 Vert(TL) -0.58 12-13 >384 240 MT20H 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.75 Horz(TL) 0.09 11 n/a n/a BCDL 10.0 Code FBC2010ITP12007 (Matrix) Weight:96 Ib FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 4-9-13 oc purlins, except BOT CHORD 2x4 SP M 30(flat) end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 17=1109/0-5-4 (min.0-1-8),11=1115/Mechanical FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-3512/0,3-4=-3512/0,4-5=-4242/0,5-6=-4242/0,6-7=-3524/0,7-8=-3524/0,8-9=-3524/0 BOT CHORD 16-17=0/2093,15-16=0/4242,14-15=0/4242,13-14=0/4242,12-13=0/4181,11-12=0/2100 WEBS 9-11=-2312/0,2-17=-2298/0,9-12=0/1573,2-16=0/1569,3-16=-274/0,6-12=-726/0,4-16=-980/0,6-13=-248/438 NOTES- (7) 1)Unbalanced floor live loads have been considered for this design. 2)All plates are MT20 plates unless otherwise indicated. 3)Refer to girder(s)for truss to truss connections. 4)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 5)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 6)CAUTION,Do not erect truss backwards. 7)Segn:A0018222,Date:07/17/2014 LOAD CASE(S) Standard LICENSE �►:� N0.42704 STATE OF ..µ.ii William M. Ranieri, P c # 42704 Job Truss Truss,TypeW Dwg No 068 728315 FBI Floor 1 Qty ply 1 Job Reference(optional) American Builder's Supply,Sanford,FL 32771 Run:7.520 s May 8 2014 Print:7.520 s May 8 2014 MiTek Industries,Inc. Thu Jul 17 10:09:36 2014 Page 1 ID:c8A3zpIQ�MfNUP?GwJa8Yk9zZjN-icdK6d1Gic71SkYZpUi9Rsk?h8Hi5yXHpVyFElyxCbT 2-6-0 1-7-12 -F" Scale=1:13.4 3x4= 1 3x4 11 2 3 3x4= 42x4 11 9 2x4= o 1 q 2x4 I I 2x4 I I 7 6 3x6= 3x6_ 2-10-8 3-8-6 4-6-4 7-4-12 2-10-8 0 6 14 6:9-14 2-10-8 Plate Offsets(X,Y}- [1:Edge,0-1-8],[2:0-1-8,Edge],[3:0-1-8,Edge],[4:0-1-8,Edge],[6:0-1-8 Edge] p:0-1-8 Edge] 19:0-1-8,0-1-01 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.49 Vert(LL) -0.05 7-8 >999 360 MT20 244/190 TCDL 10.0 Lumber Increase 1.00 BC 0.39 Vert(TL) -0.07 7-8 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.20 Horz(TL) 0.01 5 n/a n/a BCDL 10.0 Code FBC2010/TPI2007 (Matrix) Weight:39 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 SP No-2(flat) end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 8=429/0-6-0 (min.0-1-8),5=423/0-5-4 (min.0-1-8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-646/0 BOT CHORD 7-8=0/646,6-7=0/646,5-6=0/646 WEBS 3-5=-703/0,2-8=-709/0 NOTES- (5) 1)Unbalanced floor live loads have been considered for this design. 2)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 3)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4)CAUTION,Do not erect truss backwards. 5)Segn:A0018221,Date:07/17/2014 LOAD CASE(S) Standard M'a �1. LICENSE ,s c Wo.42704 :� STATE OF NAI. William M. Ranieri, P c # 42704 ruse cuss Type ply 728315 FC Floor Job Reference(optional) American Builders Supply,Sanford,FL 32771 Run:7.520 s May 8 2014 Print:7.520 s May 8 2014 MiTek Industries,Inc.Thu Jul 17 10:09:36 2014 Page 1 ID:c8A3zpKbMfN UP?GwJa8Yk9zZjN-iodK6d 1 Gic71SkYZpUi9Rskw18Bk5tMHpVyF E1 yxCbT 2-6-0 1�fr6 Scale:112-=1' Dead Load Defl.=1/8 in 3x4 I 3x6= 2x4 11 2x4 11 3x6 = 3x4 11 1 2 3 43x4— 5 6 7 1 Y 11 10 9 8 34= 4x4= 24 11 3x8= 34= 5-4-8 :11 -4-8 (11-11 6-10-14 14-10-14 5-4-8 0-9-3 0_" 8-0-0 Plate Offsets(X Y)- [1:Edge 0-1-8] [3:0-1-8 Edge] [4:0-1-8Edge],[10:0-1-8,0-0-0],[11:0-1-8,Edge] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.79 Vert(LL) -022 9-10 >799 360 MT20 244/190 TCDL 10.0 Lumber Increase 1.00 BC 0.77 Vert(TL) -0.33 9-10 >537 240 BCLL 0.0 Rep Stress Incr YES WB 0.53 Horz(TL) 0.04 8 n/a n/a BCDL 10.0 Code FBC2010/TP12007 (Matrix) Weight:76 Ib FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 5-3-4 oc purlins, except BOT CHORD 2x4 SP M 30(flat) end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 12=879/0-6-0 (min.0-1-8),8=879/Mechanical FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-2575/0,34=-2575/0,4-5=-2535/0,5-6=-2535/0 BOT CHORD 11-12=0/1596,10-11=012575,9-10=0/2575,8-9=0/1587 WEBS 6-8=-1747/0,2-12=-1757/0,6-9=0/1048,2-11=0/1107,5-9=-311/0,3-11=-279/0,4-9=-391/214 NOTES- (5) 1)Unbalanced floor live loads have been considered for this design. 2)Refer to girder(s)for truss to truss connections. 3)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 4)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5)Segn:A0018223,Date:07/17/2014 LOAD CASE(S) Standard Ibli M• CEIVSE••;� No.427Q4 STATE OF .00 0 F1 William M. Ranieri, P c # 42704 Job I cuss HissT y p e , Qty 728315 FCX Floor Supported Gable 1 1 Dwg No 077 Job Reference(optional) American Builder's Supply,Sanford,FL 32771 Run:7.520 s May 8 2014 Print:7.520 s May 8 2014 M7ek Industries,Inc.Thu Jul 1710:09:36 2014 age 1 Gic7lSkYZpUi9Rsk528NXS?5HpVYFElyxCbT C Scale=1:22.4 1 2 3 4 5 6 7 8 9 10 11 12 lj4 S S 0 1 24 23 22 21 20 19 18 17 16 15 14 13 14-4-2 --- 14-4.2 - ----� Plate Offsets QX Y)- [12:0-1-8,Edge),[13:0-1$,Edge[ LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.08 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 10.0 Lumber Increase 1.00 BC 0.02 Vert(TL) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.03 Horz(TL) 0.00 13 n/a n/a BCDL 10.0 Code FBC2010/TP12007 (Matrix) Weight:62 Ib FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins, except BOT CHORD 2x4 SP No.2(flat) end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3(flat) REACTIONS. All bearings 14-4-2. (Ib)- Max Grav All reactions 250 Ib or less at joint(s)24,13,23,22,21,20,19,18,17,16,15,14 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- (7) 1)All plates are 2x4 MT20 unless otherwise indicated. 2)Gable requires continuous bottom chord bearing. 3)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). 4)Gable studs spaced at 1-4-0 oc. 5)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 6)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 7)Segn:A0018224,Date:07/17/2014 LOAD CASE(S) Standard LICE % No.42704 s STATE OF William M. Ranieri, P c # 42704 nlss NSS ype 728315 FG FLOOR Dw9 M 072 1 2 Job Reference tional American Builder's Supply,Sanford,FL 32771 Run:7.520 s Mayy 8 2014 Print:7.520 s May 8 2014 MTek Industries,Inc. Thu Jul 17 10:09:37 2014 Page 1 ID:c8A3zpKbMfN UP?GwJa8Yk9zZj N-BoAIJZ1 vTwFo4u7mNCEOz4H86YYdgG4R19hpnTyxCbS 2-2-14 4-4-1 6-5-3 8-6-5 10-7-7 12-8-10 14-11-8 2-2-14 2-1-2 2-1-2 2-2-14 Scale=1:24.4 Dead Load Defl.=114 in 2x4 II 4x10= 2x4 II 3x8= 2x4 II 5x12= 3x4 1 4x10= 2 3 4 5 6 7 8 W 11 W1 1 17 15 18 14 19 13 20 12 21 22 11 23 10 24 9 3x8 5x12= HHUS46 2x4 HHUS46 3x10 HHUS46 2x4 I, 5x12= HUS26ZA 11 48 HHUS46 HHUS46 Special HUS26 HUS26 0-(r12 2-2-14 4 4 1 6 5 3 B 6 5 10-7-7 12-0 10 14-11-8 0-6=12 2-2-2 2-1-2 2-1-2 2-1-2 2-1-2 2-1-2 1 2-2-14 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.64 Vert(LL) -0-2312-13 >764 360 MT20 244/190 TCDL 10.0 Lumber Increase 1.00 BC 0.73 Vert(TL) -0.4812-13 >361 240 BCLL 0.0 Rep Stress Incr NO WB 0.82 Horz(TL) 0.06 9 n/a n/a BCDL 10.0 Code FBC2010/TPI2007 (Matrix-M) Weight:168 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 3-6-14 oc purlins, except BOT CHORD 2x6 SP 240OF 2.0E end verticals. WEBS 2x4 SP No.3*Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. EV1:2x6 SP No-2,W103050709011,W13:2x4 SP No.2 REACTIONS. (Ib/size) 9=4056/Mechanical,16=3419/0-3-9 (min.0-1-8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-16=-2821/0,1-2=-5878/0,2-3=-5878/0,3-4=-12816/0,4-5=-12816/0,5-6=-11707/0,6-7=-11707/0,7-8=-418/0, 8-9=-295/0 BOT CHORD 16-17=0/650,15-17=0/650,15-18=0/10860,14-18=0/10860,14-19=0/10860,13-19=0/10860,13-20=0/14218, 12-20=0/14218,12-21=0/14218,21-22=0/14218,11-22=0/14218,11-23=0/7241,10-23=0/7241,10-24=0/7241, 9-24=0/7241 WEBS 1-15=0/5791,2-15=-279/0,3-15=-5478/0,3-14=0/845,3-13=0/2150,4-13=-298/0,5-13=-1543/0,5-12=0/1231, 5-11=-276210,6-11=-296/0,7-11=0/4911,7-10=0/642,7-9=-7502/0 NOTES- (12) 1)2-ply truss to be connected together with 10d(0.131"x3")nails as follows: Top chords connected as follows:2x6-2 rows staggered at 0-9-0 oc,2x4-1 row at 0-7-0 oc. Bottom chords connected as follows:2x6-2 rows staggered at 0-9-0 oc. Webs connected as follows:2x4-1 row at 0-9-0 oc. 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. 3)Refer to girder(s)for truss to truss connections. 4)Provide metal plate or equivalent at bearing(s)9 to support reaction shown. 5)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 6)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 7)Use Simpson Strong-Tie HHUS46(14-10d Girder,6-10d Truss,Single Ply Girder)or equivalent spaced at 2-0-0 oc max.starting at 1-8-12 from the left end to 8-11-12 to connect truss(es)F4(1 ply 2x4 SP),F5(1 ply 2x4 SP)to front face of bottom chord. 8)Use Simpson Strong-Tie HUS26(14-10d Girder,4-10d Truss,Single Ply Girder)or equivalent spaced at 2-0-0 oc max.starting at 10-7-12 from the left end to 14-3-4 to connect truss(es)FT4(1 ply 2x4 SP),FT3(1 ply 2x4 SP),FT2(1 ply 2x4 SP)to front face of bottom chord. 9)Fill all nail holes where hanger is in contact with lumber. 10)WARNING:The following hangers are manually applied but fail due to geometric considerations:HUS26 on front face at 10-7-12 from the left end. 11)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)514 Ib down at 10-211 on bottom ``��•,,.....•� ' chord. The design/selection of such connection device(s)is the responsibility of others. 12)Segn:A0018225,Date:07/17/2014 LICENSE••, •` / >~ LOAD CASE(S) Standard .' No.42704 Continued on page 2 S STATE OF :o� William M. Ranieri, P c # 42704 o cuss cuss Ype Dwg Na 072 728315 ---Tl FLfX)R 1 7 2 Job Reference o tional American Buildees Supply,Sanford,FL 32771 Run:7.520 s May 8 2014 Print:7.520 s Mayy B 2014 MTek Industries,Inc. Thu Jul 17 10:09:37 2014 Page 2 ID:c8A3zpKOWbP?GwJa8YkKiB -"o z1vT, Fc4u7mNCEOz4H86YYdgG4R19hpnTyxCbS LOAD CASE(S) Standard 1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:1-8=-208,9-16=-20 Concentrated Loads(lb) Vert:11=-510(F)17=-421(F)18=-421(F)19=-425(F)20=425(F)21=-425(F)22=-514(F)23=-512(F)24=-496(F) � ICENSE�•;�� No.42704 i STATE OF 4 �; k' d R1pP.•�ti William M. Ranieri, P c # 42704 Job toss russ ype QtY !Ply Dw9 No 073 728315 FG2 FLOOR 1 -..__ _ 3 Job Reference(optional) American Builders Supply,Sanford,FL 32771 Run:7.520 s May 8 2014 Print:7.520 s May 8 2014 MTek Industries,Inc. Thu Jul 17 10:09:38 2014 Ppaayqee 1 ID:c8A3zpKbMf 4UP?GwJa8Yk9z2lN-f _k4XJ2XEEOTi2iyxvldWHpH7ys8Zi2aGpRMJvyxCbR 1-5-0 3-7-12 5-8-12 7-9-12 9-10-1212-1-8 1-5-0 2-2-12 2-1-0 --- - 2-1-0 2-1-0 - 2-2-12 Scale=1:19.7 Dead Load Defl.=1/8 in 2x4 11 3x8= 2x4 I 2x4 i I 3x4= 3x8= 1 34 2 3 4 5 6 15 7 1 EV1 W1 W2 W3 W4 yy6 W9 1 11 Li HHUS26-2 _ 14 12 11 10 16 9 5x6 2x4 11 2x4 11 2x4 11 8x8- 4x12= 3x4 II 1-2-0 '5-1 3-7-12 5-8 12 7 9 12 9-10-12 12-1-7 121-8 1-2-0 0 3-0 2-2-12 2-1-0 2-1-0 2-1-0 2-2-11 ial Plate Offsets(X,Y)-13.0-3-8,0-1$),[10:0-3-8,Edge) LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.75 Vert(LL) -0.1710-11 >731 360 MT20 244/190 TCDL 10.0 Lumber Increase 1.00 BC 0.84 Vert(TL) -0.31 10-11 >407 240 BCLL 0.0 Rep Stress Incr NO WB 0.84 Horz(TL) 0.03 8 n/a n/a BCDL 10.0 Code FBC20101TP12007 (Matrix-M) Weight:174 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x6 SP No.2*Except* end verticals. B2:2x4 SP M 31 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3`Except' EV1:2x6 SP No.2,W901 1:2x4 SP No.2 REACTIONS. (Ib/size) 8=3522/0-6-1 (min.0-1-8),13=5776/0-6-0 (min.0-1-10) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=0/474,2-3=0/474,3-4=-9576/0,4-5=-9576/0,5-6=-9325/0,6-15=-6761/0,7-15=-6761/0,7-8=-3164/0 BOT CHORD 12-13=0/9576,11-12=0/9576,10-11=0/9576,10-16=0/6773,9-16=0/6780,8-9=0/369 WEBS 1-13=-656/0,2-13=-1187/0,3-13=-11013/0,3-12=0/1440,4-11=-846/0,5-10=-1810/0,6-10=0/3068,6-9=-2673/0, 7-9=017038 NOTES- (9) 1)3-ply truss to be connected together with 10d(0-131"x3")nails as follows: Top chords connected as follows:2x6-2 rows staggered at 0-9-0 oc,2x4-1 row at 0-9-0 oc. Bottom chords connected as follows:2x4-1 row at 0-9-0 oc,2x6-2 rows staggered at 0-9-0 oc. Webs connected as follows:2x4-1 row at 0-9-0 oc. 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. 3)Unbalanced floor live loads have been considered for this design. 4)The Fabrication Tolerance at joint 10=12% 5)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 6)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 7)Use Simpson Strong-Tie HHUS26-2(14-10d Girder,4-10d Truss)or equivalent at 9-3-7 from the left end to connect truss(es)FG3(2 ply 2x6 SP)to front face of bottom chord. 8)Fill all nail holes where hanger is in contact with lumber. 9)Segn:A0018226,Date:07/17/2014 LOAD CASE(S) Standard 1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) " Vert:1-6=-880,6-7=-208,8-14=-20 4 ■ Concentrated Loads(lb) � � •+••.. Vert:16=-121(F) `►.�:`LICENSES s No.42704 z STATE OF VMMMi` NAIL YYYYYY William M. Ranieri, P c # 42704 Job ruse Truss Type Dwg No 074 728315 FG3 FLOOR 1 2 Job Reference(optional) American Builders Supply,Sanford,FL 32771 Run:7.520 s May 8 2014 Print:7.520 s May 8 2014 Mi7ek Industries,Inc.Thu Jul 1710:09:38 2014 1 ID:c8A3zpKbMfNUP?GwJa8Yk9zZjjN-f k4XJ2XEEOTi2"dWHpPl2pZv5aGpRMJvyx bR 3-5-4 3-5-4 1 4x4= 2 2x4 11 Scale=1:9.2 T1 EV1 VV1 EV2 B HUS26 4 5 2x4 11 4x4= 3-5-4 3-5-4 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.20 Vert(LL) 0.00 4 "" 360 MT20 244/190 TCDL 10.0 Lumber Increase 1.00 BC 0.09 Vert(TL) -0.01 3-4 >999 240 BCLL 0.0 Rep Stress Incr NO WB 0.00 Horz(TL) 0.00 3 n/a n/a BCDL 10.0 Code FBC2010/TP12007 (Matrix-M) Weight:38 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No-2 TOP CHORD Structural wood sheathing directly applied or 3-5-4 oc purlins, except BOT CHORD 2x6 SP No-2 end verticals. WEBS 2x4 SP No-3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 4=267/Mechanical,3=262/0-4-0 (min.0-1-8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- (8) 1)2-ply truss to be connected together with 10d(0.131'x3")nails as follows: Top chords connected as follows:2x4-1 row at 0-9-0 oc. Bottom chords connected as follows:2x6-2 rows staggered at 0-9-0 oc. Webs connected as follows:2x4-1 row at 0-9-0 oc. 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. 3)Refer to girder(s)for truss to truss connections. 4)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 5)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 6)Use Simpson Strong-Tie HUS26(14-10d Girder,4-10d Truss,Single Ply Girder)or equivalent at 1-8-0 from the left end to connect truss(es)FT2(1 ply 2x4 SP)to front face of bottom chord. 7)Fill all nail holes where hanger is in contact with lumber. 8)Segn:A0018227,Date:07/17/2014 LOAD CASE(S) Standard 1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:1-2=-100,3-4=-20 Concentrated Loads(lb) Vert:5=-152(F) LICENSE • m r No.42704. z STATE aF oa�oA•'' ti William M. Ranieri, P c # 42704 Job Truss QtY Ply Dw9 No 075 728315 FG4 1 2 11Job Reference(optional) American Builders Supply,Sanford,FL 32771 Run:7.520s May 8 2014 Print.7.520 s May 8 2014 Mi-Tek Industries,Inc. Thu Jul 17 10:09:39 2014 Page 1 ID:c8A3zp;bMfNUP?GwJa8Yk9zZjN-7AISkf39?XWKJCH8UcGs2VMP1 MAzl9KjVTAwrMyxCbQ 3-2-136-3-15 9-5-0 125-1 15-7-3 18-10-0 ' —-- -- — — 3-2-13 3-1-1 3-1-1 3-1-1 � 3-1-1 3-2-13 Scale=1.30.9 Dead Load Defl.=11/16 in 5x6= 4x4= 2x4 II 4x4= 3x6= 5x6= 6x6= 16x6 2 3 4 5 6 7 8 1 16 17 14 16 13 19 12 20 11 21 10 22 23 9 4x4 11 HUS26 7x8 - HUS26 8x6= HUS26 4x8— 5x6= HUS26 6x6= 44 HUS26 HUS26 HUS26 HUS26 HUS26 HUS26 3-2-13 6 3 15 95-0 1281 15-7-3 18-10-0 3-2-13 3 1-1 3-1-1 3 1-1 3-1-1 3-2-13 Plate Offsets(),Y)— [9:Edge,0-3-8],[13:04-0,0-5-0],[14:0-3-8,0-3-8] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.93 Vert(LL) -0.20 12 >999 360 MT20 244/190 TCDL 10.0 Lumber Increase 1.00 BC 1.00 Vert(TL) -0.89 12 >250 240 BCLL 0.0 Rep Stress Incr NO WB 0.83 Horz(TL) 0.05 9 n/a n/a BCDL 10.0 Code FBC20101TPI2007 (Matrix-M) Weight:207 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-2-5 oc purfins, except BOT CHORD 2x6 SP No.2*Except* end verticals. B2:2x6 SP 240OF 2.0E BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.2*Except* EV1:2x6 SP No.2,EV2,W2,W4,W6,W8,W10:2x4 SP No.3 REACTIONS. (Ib/size) 15=2489/0-5-4 (min.0-1-8),9=2469/Mechanical FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-15=-2064/0,1-2=-6085/0,2-3=-9889/0,3-4=-10569/0,4-5=-10569/0,5-6=-9818/0, 6-7=-9818/0,7-8=-6077/0,B-9=-2054/0 BOT CHORD 15-16=0/585,16-17=0/585,14-17=0/585,14-18=0/6085,13-18=0/6085,13-19=0/9890, 12-19=0/9890,12-20=0/9818,11-20=0/9818,11-21=0/6077,10-21=0/6077,10-22=0/438, 22-23=0/438,9-23=0/438 WEBS 1-14=0/5772,2-14=-1654/0,3-13=-763/0,3-12=0/710,4-12=-486/0,5-12=0!786, 5-11=-778/0,7-10=-1661/0,8-10=0/5904,2-13=0/3983,7-11=0/3917 NOTES- (9) 1)2-ply truss to be connected together with 10d(0.131"x3")nails as follows: Top chords connected as follows:2x6-2 rows staggered at 0-9-0 oc,2x4-1 row at 0-7-0 oc. Bottom chords connected as follows:2x6-2 rows staggered at 0-9-0 oc. Webs connected as follows:2x4-1 row at 0-9-0 oc. 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. 3)The Fabrication Tolerance at joint 6=20% 4)Refer to girder(s)for truss to truss connections. 5)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 6)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"XT')nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 7)Use Simpson Strong-Tie HUS26(14-10d Girder,4-10d Truss,Single Ply Girder)or equivalent spaced at 2-0-0 oc max.starting at 1-0-0 from the left end to 18-2-8 to connect truss(es)FT1 (1 ply 2x4 SP)to back face of bottom chord. 8)Fill all nail holes where hanger is in contact with lumber. 9)Segn:A0018228,Date:07/17/2014 `A LOAD CASE(S) Standard M■ 1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 � ..+•+•.•� Uniform Loads(plf) .+�• A Vert:1-8=-172,9-15=-20 'LICENSE Concentrated Loads(Ib) Vert:13=-141(B)11=-141(B)16=-141(B)17=-141(B)18=-141(8)19=-141(8)20=-141(B)21=-141(B)22=-141(B)23=-141(B) N0.42704 7l z STATE OF 0 F1 NAIL William M. Ranieri, P c # 42704 Truss Truss Typeplyi a Dwg No 076 728315 FGC FLOOR 1 2 Job Reference(optional) American Builders Supply,Sanford,FL 32771 Run:7.520 s May 8 2014 Print:7.520 s May 8 2014 MiTek Industries,Inc. Thu Jul 17 10:09:39 2014 Page 1 ID:c8A3zpKbMfNUP?GwJa8Yk9zZtN-7AISkf39?XWKJCH8UcGs2VMZMM H?IMLjVTAwrMyxCbO 3-11-4 3-11-4 1 4x4 2 2x4 11 Scale=1:9.2 T1 EV1 W1 EV2 1 HHUS46 4x4= 5 3 2x4 11 3-11-4 -_-- 3-11-4 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.27 Vert(LL) -0.02 3-4 >999 360 MT20 244/190 TCDL 10.0 Lumber Increase 1.00 BC 0.55 Vert(TL) -0.03 3-4 >999 240 BCLL 0.0 Rep Stress Incr NO WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 10.0 Code FBC2010/TPI2007 (Matrix-M) Weight:44 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-11-4 oc purlins, except BOT CHORD 2x6 SP No.2 end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 4=621/0-5-4 (min.0-1-8),3=675/Mechanical FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- (8) 1)2-ply truss to be connected together with 10d(0.131"x3")nails as follows: Top chords connected as follows:2x4-1 row at 0-9-0 oc. Bottom chords connected as follows:2x6-2 rows staggered at 0-9-0 oc. Webs connected as follows:2x4-1 row at 0-9-0 oc. 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. 3)Refer to girder(s)for truss to truss connections. 4)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 5)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 6)Use Simpson Strong-Tie HHUS46(14-10d Girder,6-10d Truss,Single Ply Girder)or equivalent at 2-1-0 from the left end to connect truss(es)FC(1 ply 2x4 SP)to back face of bottom chord. 7)Fill all nail holes where hanger is in contact with lumber. 8)Segn:A0018229,Date:07/17/2014 LOAD CASE(S) Standard 1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:1-2=-100,3-4=-20 Concentrated Loads(Ib) Vert:5=-859(8) M M. ��► . LICENSE••• N0.42704 z STATE OF oc 0 F1190 �NAI� William M. Ranieri, P c # 42704 russ I nus I ype QtY pry 728315 FT1 ROOF SPECIAL 10 1 Job Reference(optional) owy No American Builders Supply,Sanford,FL 32771 Run:7.520 s May 8 2014 Print:7.520 s May 8 2014 M7ek Industries,Inc. Thu Jul 17 10:09:40 2014 Page 1 ID:c8A3zpKbMfNUP?GwJa8Yk9zZjN-bNsgx?4nmreAxLsK2Kn5bivdQlcQ1 iftk7wTNoyxCbP 5-0-4 6-1-0 7-5-0 5-0-4 -- 1-0-12 - 1-4-0 Scale=1:13.7 Dead Load Defl.=1/16 in 0.13 LL2 6x8 12x4 II 10 2 3.00112 T1 3 W1 W2 T2 4 0 B1 O to 4x4= 5 6 3x4= 50-4 6-1-0 50-4 1-0-12 Plate Offsets(X,Y)— [2:0-3-12,0-1-01 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/clef! Ud PLATES GRIP TCLL 60.0 Plates Increase 1.00 TC 0.76 Vert(LL) -0.03 5-6 >999 240 MT20 244/190 TCDL 10.0 Lumber Increase 1.00 BC 0.60 Vert(TL) -0.09 5-6 >783 180 BCLL 0.0 Rep Stress Incr NO WB 0.51 Horz(TL) 0.01 3 n/a n/a BCDL 10.0 Code FBC2010/TP12007 (Matrix-M) Weight:28 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP M 30*Except` TOP CHORD Structural wood sheathing directly applied or 5-0-6 oc purlins, except T2:2x4 SP No.2 end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 6=520/Mechanical,3=997/0-6-0 (min.0-1-8) Max Horz 6=-35(LC 12) Max Uplift6=-28(LC 8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-6=-341/145,2-3=-1236/0 BOT CHORD 5-6=0/1076,3-5=0/1109 WEBS 2-6=-1082/0 NOTES- (9) 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=4.2psf;h=15ft;B=45ft;L=24ft;eave=4ft;Cat.11; Exp C;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 7-5-7 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)Provide adequate drainage to prevent water ponding. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)`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. 5)Refer to girder(s)for truss to truss connections. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 28 Ib uplift at joint 6. 7)Load case(s)1,2,3,4,5,6,7,8,9,10,11,12,13,14,15,16,17,18,19,20 has/have been modified.Building designer must review loads to verify that they are correct for the intended use of this truss. 8)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 9)Segn:A0018230,Date:07/17/2014 LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:1-2=-140,24=-140,6-7=-20 Concentrated Loads(lb) A� �■ •A/��J� Vert:2=-376 �•••••.•••••• ' 'l 2)Dead+0.75 Roof Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 ' •. [- Uniform Loads(plf) LICENSE Vert:1-2=-110,2-4=-110,6-7=-20 e' �► N0.42704 Continued on page 2 • z STATE OF ;•o� William M. Ranieri, P c # 42704 Job Truss Truss Type DN'B No 077 10 728315 FT1 ROOF SPECIAL Qty ply 1 Job Reference(optional) American Builders Supply,Sanford,FL 32771 Run:7.520 s Mayy 8 2014 Print:7.520 s May 8 2014 MTek Industries,Inc.Thu Jul 1710:09:40 2014 Page 2 ID:c8A3zpKbMfNUP?GwJa8Yk9zZbN-bNsgx?4nmreAxLsK2Kn5bivdQlcQ1 iftk7wTNoyxCbP LOAD CASE(S) Standard Concentrated Loads(lb) Vert:2=-346 3)Dead+Uninhabitable Attic Without Storage:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-2=-20,2-4=-20,6-7=-40 Concentrated Loads(lb) Vert:2=-276 4)Dead+0.6 C-C Wind(Pos.Internal)Case 1:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-10=63,2-10=35,2-3=32,3-4=25,6-7=-8 Horz:1-10=72,2-10=44,2-3=40,3-4=33 Concentrated Loads(Ib) Vert:2=-161 5)Dead+0.6 C-C Wind(Pos.Internal)Case 2:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=35,2-3=60,3-4=74,6-7=-8 Horz:1-2=44,2-3=69,3-4=82 Concentrated Loads(lb) Vert:2=-164 6)Dead+0.6 C-C Wind(Neg.Internal)Case 1:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=-38,2-3=-45,3-4=-38,6-7=-20 Horz:1-2=-18,2-3=-25,3-4=-18 Concentrated Loads(lb) Vert 2=-281 7)Dead+0.6 C-C Wind(Neg.Internal)Case 2:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=-38,2-3=-45,3-4=-2,6-7=-20 Horz:1-2=-18,2-3=-25,3-4=18 Concentrated Loads(lb) Vert:2=-281 8)Dead+0.6 MWFRS Wind(Pos.Internal)Left:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=30,2-3=15,3-4=8,6-7=-8 Horz:1-2=39,2-3=24,3-4=17 Concentrated Loads(lb) Vert:2=-194 9)Dead+0.6 MWFRS Wind(Pos.Internal)Right:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=30,2-3=24,3-4=43,6-7=-8 Horz:1-2=39,2-3=33,3-4=52 Concentrated Loads(lb) Vert:2=-194 10)Dead+0.6 MWFRS Wind(Neg.Internal)Left:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=-21,2-3=-10,3-4=-3,6-7=-20 Horz:1-2=-1,2-3=10,3-4=17 Concentrated Loads(lb) Vert:2=-263 11)Dead+0.6 MWFRS Wind(Neg.Internal)Right:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=-21,2-3=-21,3-4=-14,6-7=-20 Horz:1-2=-1,2-3=-1,3-4=6 Concentrated Loads(lb) Vert:2=-263 12)Dead+0.6 MWFRS Wind(Pos.Internal)1st Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=27,2-3=27,3-4=46,6-7=-8 Horz:1-2=35,2-3=35,3-4=54 Concentrated Loads(lb) Vert:2=-197 13)Dead+0.6 MWFRS Wind(Pos.Internal)2nd Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=8,2-3=8,3-4=27,6-7=-8 Horz:1-2=16,2-3=16,3-4=35 Concentrated Loads(Ib) Vert:2=-217 14)Dead+0.6 MWFRS Wind(Neg.Internal)1st Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=-21,2-3=-21,3-4=-14,6-7=-20 Horz:1-2=-1,2-3=-1,3-4=6 Concentrated Loads(lb) u Vert:2=-263 M■ R�► 15)Dead+0.6 MWFRS Wind(Neg.Internal)2nd Parallel:Lumber Increase=1.60,Plate Increase=1.60 .••••••'••.•,•r Uniform Loads LICEN SE•'�� m Vert:1-22=-=-21,2-3=-21,3-4=-14,6-7=-20 Horz:1-2=-1,2-3=-1,3-4=6 No.42704 Continued on page 3 STATE 0 William M. Ranieri, P c # 42704 cuss =ypeNo 077Pll� 728315 FT1 10 1 i Job Reference(optional) American Builders Supply,Sanford,FL 32771 Run:7.520 s May 8 2014 Print:7.520 s May 8 2014 MiTek Industries,Inc. Thu Jul 17 10:09:40 2014 Page 3 ID:c8A3zpKbMfN UP?G,vJa8Yk9zZjN-bNsgx?4nmreAxLsK2Kn5bivdQlcQ1 iftk7wTNoyxCbP LOAD CASE(S) Standard Concentrated Loads(lb) Vert:2=-263 16)Dead:Lumber Increase=0.90,Plate Increase=0.90 Plt.metal=0.90 Uniform Loads(plf) Vert:1-2=-20,2-4=-20,6-7=-20 Concentrated Loads(lb) Vert:2=-256 17)Dead+0.75 Roof Live(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)Left):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=-111,2-3=-102,3-4=-97,6-7=-20 Horz:1-2=-1,2-3=8,3-4=13 Concentrated Loads(lb) Vert:2=-351 18)Dead+0.75 Roof Live(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)Right):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=-111,2-3=-111,3-4=-106,6-7=-20 Horz:1-2=-1,2-3=-1,3-4=4 Concentrated Loads(Ib) Vert:2=-351 19)Dead+0.75 Roof Live(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)1st Parallel):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=-111,2-3=-111,3-4=-106,6-7=-20 Horz:1-2=-1,2-3=-1,3-4=4 Concentrated Loads(lb) Vert:2=-351 20)Dead+0.75 Roof Live(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)2nd Parallel):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=-111,2-3=-111,3.4=-106,6-7=-20 Horz:1-2=-1,2-3=-1,3-4=4 Concentrated Loads(lb) Vert:2=-351 LICENSE'•;� ,a No.42704 z STATE OF assq#w"*§A' William M. Ranieri, P c # 42704 Job russ I ruse I ype Dwg No 078 728315 FT1X FLOOR 1 1 Job Reference(optional) American Builder's Supply,Sanford,FL 32771 Run:7.520 s Mak 8 2014 Print:7.520 s May 8 2014 M7ek Industries,Inc.Thu Jul 17 10:09:40 2014 Page 1 ID:c8A3zpKbMfNUP7GwJa8Yk9z4N-bNW4nmmAxLsK2Kn5bivoVllbl pwtk7wTNoyxCbP 5-0-4 5-04 Scale=1:9.2 0.13 L12 1 2 3 4 5 3x10 it T1 F-1 0 d d B1 10 9 8 7 6 I LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/def! Ud PLATES GRIP TCLL 60.0 Plates Increase 1.00 TC 0.05 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 10.0 Lumber Increase 1.00 BC 0.01 Vert(TL) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.04 Horz(TL) 0.00 6 n/a n/a BCDL 10.0 Code FBC2010/TP12007 (Matrix) Weight:18 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-0-4 oc purlins, except BOT CHORD 2x4 SP No.2 end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer REACTIONS. All bearings 5-0-4. Installation guide. (lb)- Max Grav All reactions 250 Ib or less at joint(s)10,6,9,8,7 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- (5) 1)All plates are 2x4 MT20 unless otherwise indicated. 2)Gable requires continuous bottom chord bearing. 3)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 4)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5)Segn:A0018231,Date:07/17/2014 LOAD CASE(S) Standard ' LICENSE"- ,s s No.42704 i STATE 0 F ss�NAl.�� William M. Ranieri, P c # 42704 Tom — ruse Truss Type 728315 Fr2 FLOOR 1 1 Job Reference(optional) DvQ No 079 American Builder's Supply,Sanford,FL 32771 Run:7.520 s Ma B 2014 Print 7.520 s Ma 8 2014 Mi k Industries,Inc.Thu Jul 1710:09:40 2014 Page 1 ID:c8A3zpKbMfNUP7C�uJa8Yk9zjN-0Nsgx?4nmreAxLsK2Kn5bivgxlesl gvtk7wTNoyxCbP 4314 8-10-12 4314 4$14 2x4 11 Scale=1:20.0 1 5x6= 2 4x4= 3 Ef F-1 W5 W3 { 03 EV1 JB2 4x6= 4 4x4= q N 1311 7 3x4 6 2x4 11 4314 8-10-12 ' 4314 �-- 4$14 Plate Offsets MY)- [5:0-5-12.0-2-81 _ LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.54 Vert(LL) -0.06 5 >999 360 MT20 244/190 TCDL 10.0 Lumber Increase 1.00 BC 0.51 Vert(TL) -0.11 4-5 >960 240 BCLL 0.0 Rep Stress Incr YES WB 0.62 Horz(TL) 0.07 4 n/a n/a BCDL 10.0 Code FBC2010/TPI2007 (Matrix-M) Weight:54 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-8-0 oc purlins, except BOT CHORD 2x4 SP No.2'Except' end verticals. B2:2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer [Installation guide_ REACTIONS. (Ib/size) 7=516/Mechanical,4=516/Mechanical FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-7=-457/0,1-2=-1266/0 BOT CHORD 4-5=0/1348 WEBS 2-4=-1382/0,1-5=011300 NOTES- (4) 1)Refer to girder(s)for truss to truss connections. 2)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 3)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4)Segn:A0018232,Date:07/17/2014 LOAD CASE(S) Standard LICENSE'•;� m No.42704 ? STATE OF s r %.�4 R1DA6 William M. Ranieri, P c # 42704 n, Truss Type Qty ply Ug No 080 728315 Ff3 FLOOR 1 1 'Job Reference(optional) American Builders Supply,Sanford,FL 32771 Run:7.520 s Mayy 8 2014 Print:7.520 s Ma 8 2014 MiTek Industries,Inc.Thu Jul 17 10:09:412014 Page 1 ID:c8A3zpKbMfNUP7GwJa8Yk9zZjN ZOD9L4PX9mlZVRXclIK8wRsE9ycmBhOynfOwEyxCbO 46.15 9-1-14 _ 46.15 4-6-15 -' 2x4 11 3x4= 2x4 I I Scale=1:20.0 Dead Load Defl.=5/16 in 1 2 3 EV1 1 W2 EW I BI 5 3x4 3x4= 9-1-14 9-1-14 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.50 Vert(LL) 0.00 4-5 >999 360 MT20 244/190 TCDL 10.0 Lumber Increase 1.00 BC 0.54 Vert(TL) -0.32 4-5 >335 240 BCLL 0.0 Rep Stress Incr YES WB 0.27 Horz(TL) 0.01 4 n/a n/a BCDL 10.0 Code FBC201 O/TPI2007 (Matrix-M) Weight:51 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 SP No.2 end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 5=532/Mechanical,4=532/0-4-0 (min.0-1-8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. BOT CHORD 4-5=0/415 WEBS 2-5=-453/0,2-4=-453/0 NOTES- (4) 1)Refer to girder(s)for truss to truss connections. 2)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 3)Recommend 2x6 strong backs,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"XX)nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4)Segn:AO018233,Date:07/17/2014 LOAD CASE(S) Standard CENSE = N0.42704 i STATE 8F :v� NAl William M. Ranieri, P c # 42704 Truss I russ I ype ly 728315 FT4 FLOOR 77 1 Job Reference(optional) a'+9 No 087 American Builders Supply,Sanford,FL 32771 Run:7.520 s May 8 2014 Print:7.520 s May 8 2014 Wait Industries,Inc.Thu Jul 17 10:09:412014 Page 1 ID:c8A.3zpKbMfNUPTGwJa8Yk9zZIN-3ZQD9L4PX9m1 ZVRXc1 IK8wRs79vwm BwoynfowEyxC bO 4-4-7 8$149 1-14 4-4-7 4.4-7 0-SO 2X4 II 3x8= 2x4 I! Scale=1:20.0 1 2 3 TI E1/1 11Y2Wa 7 3x4 6 50 2x4 11 3x4= 4-4-7 _ _ -- 8$14p 1-14 4-4-7 4.47 0 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TOLL 40.0 Plates Increase 1.00 TC 0.51 Vert(LL) -0.04 5-6 >999 360 MT20 244/190 TCDL 10.0 Lumber Increase 1.00 BC 0.71 Vert(TL) -0.09 5-6 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.32 Horz(TL) 0.01 4 n/a n/a BCDL 10.0 Code FBC2010/TPI2007 (Matrix-M) Weight:53 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 8-8-14 oc purlins, except BOT CHORD 2x4 SP No.2 end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 4=492/0-4-0 (min.0-1-8),7=530/Mechanical FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. BOT CHORD 6-7=0/481,5-6=0/481 WEBS 2-7=-593/0,2-5=-593/0 NOTES- (4) 1)Refer to girder(s)for truss to truss connections. 2)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 3)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4)Segn:A0018234,Date:07/17/2014 LOAD CASE(S) Standard �N1oil N0.42704 5 STATE OF 400. %040 • � William M. Ranieri, P c # 42704 Job n1Se Truss Type 1 Dwg No 083 728315 FTA HALF HIP 4 1 Qty Fly Job Reference(optional) American Builder's Supply,Sanford,FL 32771 Run:7.520 s May 82014 Print:7.520 s May.B 2014 M7ek Industries,Inc.Thu Jul 1710:09:42 2014 Page 1 ID:c8A3zpKbMfNU P?GwJa8Yk9zZbN-YJ ISuuAftjAlpZg7_w_ZDtVYUABRPaShyxCbN -1-4-0 34-0 5 8 B 8 1-0 10 6 0 13-1-4 15-6-8 17-11-12 20 b 0 23 0-0 14-0 3 4 0 2-4-8 2-4 8 2-7-0 2-54 254 2-5-4 2-54 2-7-0 Scale=1:39.9 Dead Load Defl.=3/4 in 3.00 12 504= 2x4 11 4x8= 2x4 11 3x8= 2x4 I I 5x8= 2x4 11 3x8= 25 3 4 26 27 5 6 7 28 8 9 29 10 11 1 24 2 -1 20 19 18 17 16 15 14 13 12 3x8= 2x4 I1 502= 7x14 MT20H== 3x8= 2x4 11 4x8= 2x4 11 500= 3x4 11 34-0 5-8-8 B 1-0 10 8 0 1&1-4 15 6 8 17-11-12 20-5-0 23-0-0 3 4 0 2_ 4 8 2 4 8 2 0 2-54 2-5.4 2-54 2-54 2-7-0 Plate Offsets(XY)- [2:0-4-15,0-0-111,[3:0-7-0,0-1-121,[9:0-4-0,0-3-0],[18:0-7-0,0-4-12] LOADING(psf) SPACING- 1-4-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.88 Vert(LL) -0.5216-17 >532 240 MT20 244/190 TCDL 10.0 Lumber Increase 1.00 BC 0.85 Vert(TL) -1.26 17 >218 180 MT20H 187/143 BCLL 0.0 ' Rep Stress Incr NO WB 0.68 Horz(TL) 0.11 12 n/a n/a BCDL 10.0 Code FBC2010/TP12007 (Matrix-M) Weight:124 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2*Except* TOP CHORD Structural wood sheathing directly applied or 1-7-10 oc purlins, except T2:2x4 SP M 30 end verticals. BOT CHORD 2x6 SP 2400F 2.0E BOT CHORD Rigid ceiling directly applied or 10-0-0 oc tracing. WEBS 2x4 SP No.3*Except* MiTek recommends that Stabilizers and required cross bracing W2,W8,W10,W12,W14,W16:2x4 SP No.2 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 12=1144/0-6-0 (min.0-1-8),2=1451/0$-0 (min.0-1-8) Max Horz2=32(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-25=-3945/0,3-25=-3917/0,3-4=-5978/0,4-26=-5978/0,26-27=-5978/0,5-27=-5978/0, 5-6=-7640/0,6-7=-7640/0,7-28=-5927/0,8-28=-5927/0,8-9=-5927/0,9-29=-2365/70, 10-29=-2365/70,10-11=-2365!70,11-12=-979/53 BOT CHORD 2-20=0/3799,19-20=0/3788,18-19=0/8084,17-18=0/8084,16-17=0/7412,15-16=0/7412, 14-15=-37/4680,13-14=-37/4680 WEBS 3-19=0/2405,5-19=-2287/0,5-17=-474/0,7-17=0/362,7-16=0/275,7-15=-1595/0, 9-15=0/1340,9-13=-2487/0,11-13=-63/2373 NOTES- (9) 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=4.2psf;h=15ft;B=45ft;L=24ft;eave=4ft;Cat.II; Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-4-7 to 1-7-9,Interior(1)1-7-9 to 3-4-0,Exterior(2)3-4-0 to 7-6-15 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 3)Provide adequate drainage to prevent water ponding. 4)All plates are MT20 plates unless otherwise indicated. 5)Plate(s)at joint(s)18 checked for a plus or minus 2 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)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 9)Segn:A0018236,Date:07/17/2014 LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 ryl■ Uniform Loads(plf) 1�` ++,.•+••.. '/I�j Vert:13=-67,3-11=-67,12-21 13 �'•,� Concentrated Loads(Ib) Vert:5=-676 N0.42704 TATE OF• �•<d FilDys �NAI� William M. Ranieri, P c # 42704 tosscuss ype wgNo 082 D 728315 FTA4 ROOF SPECIAL GIRDER 1 2 Job Reference(optonal) American Builder's Supply,Sanford,FL 32771 Run:7.520 a May 8 2014 Print:7.520 s May 8 2014 MTek Industries,Inc. Thu Jul 17 10:09:43 2014 Page1 ID:c8A3zpKbMfNUP?GwJa8Yk9zZjjN-?yYza 16f3m01opavjSKoDLX4gzbWEx1 JQ587_7yxCM 7-9-4 12-9-0 17-8-12 23-0-0 4-5.4 4-11-12 411-12 5-3-4 Scale=1:39.9 Dead Load Dell.=9/16 in NAILED 3.00 12 5x8= NAILED NAILED 5x6= 2x4 11 7xB= 3x4 11 3 16 17 4 18 5 19 6 7 2 1 12 21 22 1123 10 9 8 3x8= 2x4 NAILED 5x6= 7x10= 2x4 11 4x6= NAILED HHUS26-2 NAILED 3�0 A 0 q 7-9� 12-9-0 17$12 23-M 3 4 0 3 9 4 411-12 411-12 5-3-4 Plate Offsets(),Y)` [3:0-6-4,0-2-8],[4:0-3-0,0-3-0],[10:04-0,044] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.95 Vert(LL) -0.44 10 >624 240 MT20 244/190 TCDL 10.0 Lumber Increase 1.00 BC 0.76 Vert(TL) -1.01 10-11 >271 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.92 Horz(TL) 0.09 8 n/a n/a BCDL 10.0 Code FBC2010ITP12007 (Matrix-M) Weight:228 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2*Except* TOP CHORD Structural wood sheathing directly applied, except end verticals. T3:2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. BOT CHORD 2x4 SP M 30*Except* B1:2x6 SP 240OF 2.0E WEBS 2x4 SP No.3*Except* W2:2x4 SP No.2 REACTIONS. (Ib/size) 8=1565/0-6-0 (min-0-1-8),2=1929/0-6-0 (min.0-1-8) Max Horz 2=48(LC 8) Max Uplift8=-151(LC 5),2=-162(LC 8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-5633/187,3-16=-9625/142,16-17=-9625/142,4-17=-9625/142,4-18=-9186/444, 518=-9186/444,5-19=-9257/459,19-20=-9257/459,6-20=-9257/459,6-7=-328/39, 7-8=-280/73 BOT CHORD 2-12=-192/5431,12-21=-180/5461,21-22=-180/5461,11-22=-180/5461,11-23=-144/9716, 10-23=-145/9706,9-10=-486/6186,8-9=-486/6186 WEBS 3-11=0/4329,4-11=-801/14,4-10=-1035/312,510=-512/130,6-10=0/3342,6-8=-5978/456 NOTES- (15) 1)2-ply truss to be connected together with 1 Od(0.131"x3")nails as follows: Top chords connected as follows:2x4-1 row at 0-7-0 oc. Bottom chords connected as follows:2x6-2 rows staggered at 0-9-0 oc,2x4-1 row at 0-9-0 oc. Webs connected as follows:2x4-1 row at 0-9-0 oc. 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. 3)Unbalanced roof live loads have been considered for this design. 4)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=4.2psf;h=15ft;B=45ft;L=24ft;eave=4ft;Cat.II; Exp C;Encl.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 5)Provide adequate drainage to prevent water ponding. 6)Plate(s)at joint(s)10 checked for a plus or minus 2 degree rotation about its center. 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8)'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. 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 151 Ib uplift at joint 8 and 162 Ib uplift at joint �� 2. •�..au���•. 10)Load case(s)1,2,3,4,5,6,7,8,9,10,11,12,13,14,15,16,17,18,19,20,21,22,23,24,25,26,27,28,29,30,31,32 has/have• ,�• w been modified.Building designer must review loads to verify that they are correct for the intended use of this truss. LICENSE 11)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 12)Use Simpson Strong-Tie HHUS26-2(14-10d Girder,4-1 Od Truss)or equivalent at 7-11-9 from the left end to connect truss(es)FGC(9 ; N0.42704 ' ply 2x6 SP)to back face of bottom chord. 13)Fill all nail holes where hanger is in contact with lumber. Continued on page 2 � STATE OAF'`��4 As, d msRI'0 4"o �NAt� William M. Ranieri, P c # 49704 Job russ Truss Type fMg No 082 728315 FTA4 ROOF SPECIAL GIRDER 1 Qty2 Job Reference(optional) American Builder's Supply,Sanford,FL 32771 Run:7.520 s May 8 2014 Print:7.520 s May 8 2014 M7ek Industries,Inc. Thu Jul 17 10:09:43 2014 Page2 ID:c8A3zpKbMfNUP?GwJa6Yk9zZjN-?yYza16ff3m01opavjSKoDLX4gzbWEx1 J0587_7xCbM NOTES- (15) 14)"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. 15)Segn:A0018235,Date:07/17/2014 LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber lncrease=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:1-3=-100,3-7=-100,8-13=-20 Concentrated Loads(lb) Vert:16=4(B)17=2(B)18=-338 21=-59(B)22=-25(B)23=-198(8) 2)Dead+0.75 Roof Live(balanced)+0.75 Attic Floor:Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:1-3=-80,3-7=-80,8-13=-20 Concentrated Loads(lb) Vert:16=-7(B)17=-3(8)18=-320 21=-55(B)22=-23(B)23=-541(B) 3)Dead+Uninhabitable Attic Without Storage:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-3=-20,3-7=-20,8-13=-40 Concentrated Loads(lb) Vert:16=-55(8)17=-23(B)18=-284 21=-73(B)22=-30(B) 4)Dead+0.6 MWFRS Wind(Pos.Internal)Left:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=43,2-3=24,3-17=30,17-19=25,7-19=16,8-13=-8 Horz:1-2=-52,2-3=-33 Concentrated Loads(lb) Vert:16=31(B)17=16(B)18=-210 21=-17(B)22=-7(8) 5)Dead+0.6 MWFRS Wind(Pos.Internal)Right:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=8,2-3=15,3-4=16,4-20=25,7-20=30,8-13=-8 Horz:1-2=-17,2-3=-24 Concentrated Loads(lb) Vert:16=66(B)17=26(B)18=-210 21=-17(B)22=-7(8) 6)Dead+0.6 MWFRS Wind(Neg.Internal)Left:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=-14,2-3=-21,3-7=-21,8-13=-20 Horz:1-2=-6,2-3=1 Concentrated Loads(lb) Vert:16=155(B)17=63(B)18=-272 21=11(B)22=4(B) 7)Dead+0.6 MWFRS Wind(Neg.Internal)Right:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=-3,2-3=-10,3-7=-21,8-13=-20 Horz:1-2=-17,2-3=-10 Concentrated Loads(lb) Vert:16=155(B)17=63(B)18=-272 21=11(B)22=4(B) 8)Dead+0.6 MWFRS Wind(Pos.Internal)1st Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=46,2-3=27,3-7=27,8-13=-8 Horz:1-2=-54,2-3=-35 Concentrated Loads(lb) Vert:16=39(B)17=15(B)18=-213 21=-17(B)22=-7(B) 9)Dead+0.6 MWFRS Wind(Pos.Internal)2nd Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=27,2-3=8,3-7=8,8-13=-8 Horz:1-2=-35,2-3=-16 Concentrated Loads(lb) Vert:16=85(B)17=34(B)18=-230 21=-17(B)22=-7(B) 10)Dead+0.6 MWFRS Wind(Neg.Internal)1st Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=-14,2-3=-21,3-7=-21,8-13=-20 Horz:1-2=-6,2-3=1 Concentrated Loads(Ib) Vert:16=155(B)17=63(B)18=-272 21=11(B)22=4(B) 11)Dead+0.6 MWFRS Wind(Neg.Internal)2nd Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=-14,2-3=-21,3-7=-21,8-13=-20 Horz:1-2=-6,2-3=1 Concentrated Loads(lb) Vert:16=155(B)17=63(B)18=-272 21=11(B)22=4(B) 12)Dead:Lumber Increase=0.90,Plate Increase=0.90 Pit.metal=0.90 Uniform Loads(plf) Vert:1-3=-20,3-7=-20,8-13=-20 Concentrated Loads(lb) Vert:16=-40(B)17=-17(8)18=-266 21=-41(8)22=-17(6)23=-655(B) 13)Dead+0.75 Roof Live(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)Left):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) ry' ■ Vert:1-2=-76,2-3=-81,3-7=-81,8-13=-20 Horz:1-2=-4,2-3=1 ,• Concentrated Loads(Ib) LICENSE ¢ Vert:16=119(B)17=48(B)18=-325 21=11(B)22=4(B) : .r No.42704 1 Continued on page 3 ; 7[ STATE DF �s At William M. Ranieri, P c # 42704 ���F7AM4 s cuss ype 728315 ROOF SPECIAL GIRDER 1 D9 NO 082 _ 2 IJob Reference(optional) Arnencan Builder's pp 1 _ Run:7.520 s May 8 2014 Print 7.520 s May 8 2014 M?ek Industries,Inc. Thu Jul 17 10:09:43 2014 Page 3 ID:c8A3zpKbMfNUP?GwJaBYk9z4N-?yY7a16f3m01opavjSKoDLX4gzbWEx1JQ587_7yx M LOAD CASE(S) Standard 14)Dead+0.75 Roof Live(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)Right):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=-67,2-3=-72,3-7=-81,8-13=-20 Horz:1-2=-13,2-3=-8 Concentrated Loads(lb) Vert:16=119(B)17=48(8)18=-325 21=11(B)22=4(B) 15)Dead+0.75 Roof Live(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)1st Parallel):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=-76,2-3=-81,3-7=-81,8-13=-20 Horz:1-2=4,2-3=1 Concentrated Loads(lb) Vert:16=1 19(B)17=48(B)18=-325 21=11(B)22=4(B) 16)Dead+0.75 Roof Live(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)2nd Parallel):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=-76,2-3=-81,3-7=-81,8-13=-20 Horz:1-2=-4,2-3=1 Concentrated Loads(lb) Vert:16=119(B)17=48(B)18=-325 21=11(B)22=4(B) 17)1st Dead+Roof Live(unbalanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:1-3=-100,3-7=-100,8-13=-20 Concentrated Loads(lb) Vert:16=4(B)17=2(B)18=-338 21=-59(B)22=-25(B)23=-198(B) 18)2nd Dead+Roof Live(unbalanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:1-3=-20,3-7=-100,8-13=-20 Concentrated Loads(lb) Vert:16=4(B)17=2(8)18=-338 21=-59(B)22=-25(B)23=-198(B) 19)3rd Dead+0.75 Roof Live(unbalanced)+0.75 Attic Floor:Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:1-3=-80,3-7=-80,8-13=-20 Concentrated Loads(lb) Vert:16=-7(B)17=-3(B)18=-320 21=-55(B)22=-23(B)23=-541(B) 20)4th Dead+0.75 Roof Live(unbalanced)+0.75 Attic Floor:Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:1-3=-20,3-7=-80,8-13=-20 Concentrated Loads(lb) Vert:16=-7(B)17=-3(B)18=-320 21=-55(B)22=-23(B)23=-541(B) 21)Reversal:Dead+0.6 MWFRS Wind(Pos.Intemal)Left:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=43,2-3=24,3-17=30,17-19=25,7-19=16,8-13=-8 Horz:1-2=-52,2-3=-33 Concentrated Loads(lb) Vert:16=-173(B)17=-67(B)18=-210 21=-77(B)22=-32(B) 22)Reversal:Dead+0.6 MWFRS Wind(Pos.Intemal)Right:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=8,2-3=15,34=16,4-20=25,7-20=30,8-13=-8 Horz:1-2=-17,2-3=-24 Concentrated Loads(lb) Vert:16=-1 39(B)17=-58(B)18=-210 21=-77(8)22=-32(B) 23)Reversal:Dead+0.6 MWFRS Wind(Neg.Intemal)Left:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=-14,2-3=-21,3-7=-21,8-13=-20 Horz:1-2=-6,2-3=1 Concentrated Loads(lb) Vert:16=-50(B)17=-21(B)18=-272 21=-49(8)22=-20(B) 24)Reversal:Dead+0.6 MWFRS Wind(Neg.Intemal)Right:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=-3,2-3=-10,3-7=-21,8-13=-20 Horz:1-2=-17,2-3=-10 Concentrated Loads(lb) Vert:16=-50(B)17=-21(B)18=-272 21=-49(8)22=-20(B) 25)Reversal:Dead+0.6 MWFRS Wind(Pos.Intemal)1st Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=46,2-3=27,3-7=27,8-13=-8 Horz:1-2=-54,2-3=-35 Concentrated Loads(lb) Vert:16=-165(B)17=-69(B)18=-213 21=-77(B)22=-32(B) 26)Reversal:Dead+0.6 MWFRS Wind(Pos.Intemal)2nd Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=27,2-3=8,3-7=8,8-13=-8 Horz:1-2=-35,2-3=-16 Concentrated Loads(lb) A' 'i'■ Vert:16=-1 19(B)17=-50(B)18=-230 21=-77(B)22=-32(B) ••'••• 27)Reversal:Dead+0.6 MWFRS Wind(Neg.Intemal)1st Parallel:Lumber Increase=1.60,Plate Increase=1.60 �r CENSE•' ' ,s JA►f '�� r No.42704 ? Continued on page 4 i STATE OF , . �.,,0a19•�:••�� William M. Ranieri, P c # 42704 runs runs ype Dwg No 082 728315 FTA4 ROOF SPECIAL GIRDERQtY 1 2 Job Reference o tional) American Builders Supply,Sanford,FL 32771 Run:7.520 s May a 2014 Print:7.520 s May 8 2014 M7ek Industries,Inc.Thu Jul 1710:09:43 2014 Page 4 ID:c8A3zpKbMfNUP?GwJaBYk9zZjN-?yYza 16f3m01opavjSKoDLX4gzbWEx1 J0587_7yxCbM LOAD CASE(S) Standard Uniform Loads(plf) Vert:1-2=-14,2-3=-21,3-7=-21,8-13=-20 Horz:1-2=-6,2-3=1 Concentrated Loads(lb) Vert:16=-50(B)17=-21(B)18=-272 21=-49(6)22=-20(B) 28)Reversal:Dead+0.6 MWFRS Wind(Neg.Internal)2nd Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=-14,2-3=-21,3-7=-21,8-13=-20 Horz:1-2=-6,2-3=1 Concentrated Loads(lb) Vert:16=-50(B)17=-21(B)18=-272 21=-49(B)22=-20(B) 29)Reversal:Dead+0.75 Roof Live(bat.)+0.75(0.6 MWFRS Wind(Neg.Int)Left):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=-76,2-3=-81,3-7=-81,8-13=-20 Horz:1-2=-4,2-3=1 Concentrated Loads(lb) Vert:16=14(B)17=6(B)18=-325 21=-57(B)22=-24(B) 30)Reversal:Dead+0.75 Roof Live(bat.)+0.75(0.6 MWFRS Wind(Neg.Int)Right):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=-67,2-3=-72,3-7=-81,8-13=-20 Horz:1-2=-13,2-3=-8 Concentrated Loads(lb) Vert:16=14(B)17=6(B)18=-32521=-57(B)22=-24(B) 31)Reversal:Dead+0.75 Roof Live(bat.)+0.75(0.6 MWFRS Wind(Neg.Int)1st Parallel):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=-76,2-3=-81,3-7=-81,8-13=-20 Horz:1-2=-4,2-3=1 Concentrated Loads(lb) Vert:16=14(B)17=6(B)18=-325 21=-57(B)22=-24(B) 32)Reversal:Dead+0.75 Roof Live(bat.)+0.75(0.6 MWFRS Wind(Neg.Int)2nd Parallel):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=-76,2-3=-81,3-7=-81,8-13=-20 Horz:1-2=-4,2-3=1 Concentrated Loads(lb) Vert:16=14(B)17=6(B)18=-325 21=-57(B)22=-24(B) 't;IWAMMMA124% LICENSE = � No.42704 STATE OF 4 William M. Ranieri, P c # 42704 Job Truss Truss Type Dwg No 060 728315 FX Floor Supported Gable 1 1 Job Reference o ' nal jQlly ply American Builder's Supply,Sanford,FL 32771 Run:7520 a May 8 2014 Print 7.520 s May 8 2014 MiTek Industries,Inc.Thu Jul 1710:09:44 2014t ID:c8A9zpKbMf N UP7GwJa8Yk9zZD N-T85 Ln N 7lg48cQz96HAs1 IY3S3N60zc5SeluhXZ 0-18 Scale=1:32.6 3x6 FP= 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 16 1 3 5 S 0 SLl S 3 4 S 5E;19 36 35 34 33 32 31 30 29 28 27 26 25 24 23 22 21 20 19 3x4= 3x6 FP- 20-8-0 20-8-0 — Plate Offsets(X,Y)- [18:0-1-8,Edge1,[19:0-1-8,Edge),_j37:0-11-8,0-1-01 — LOADING(psf) SPACING- 240-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.08 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 10.0 Lumber Increase 1.00 BC 0.02 Vert(TL) n/a n/a 999 BCLL 0-0 Rep Stress Incr YES WB 0.03 Horz(TL) 0.00 19 n/a n/a BCDL 10.0 Code FBC2010/TPI2007 (Matrix) Weight:90 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No-2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 SP No.2(flat) end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3(fiat) REACTIONS. All bearings 20-8-0. (lb)- Max Grav All reactions 250 Ib or less at joint(s)36,19,35,34,33,31,30,29,28,27,26,25,24,23,22,21, 20 FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- (8) 1)All plates are 2x4 MT20 unless otherwise indicated. 2)Gable requires continuous bottom chord bearing. 3)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). 4)Gable studs spaced at 14-0 oc. 5)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 6)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 7)CAUTION,Do not erect truss backwards. 8)Segn:A0018237,Date:07/17/2014 LOAD CASE(S) Standard LIC ENSC' 'r No.42704 y� s STATE OF , 4 Rl ,•` ��► William M. Ranieri, P c # 42704 Job cuss Truss Type Qty ply Dwg No Dot 728315 A7 Hip Girder 1 1 Job Reference(optional) American Builder's Supply,Sanford,FL 32771 Run:7.520 s May 82014 Print:7.520 s May 82014 MTek Industries,Inc.Thu Jul 1709:57:292014 Page t ID:cBA3zpKbMtN U P?GwJa8Yk9zZjN-V kBU W2EFWFXvkOTrktAgTZ7hY50f F_YHeuLH Dg;r4 1-0 7-0-0 9-11-0 12-0.1 17-13 243-0 31.6-9 38-0-0 11 47-10-0 54-9.4 2 7-0-0 2-11-0 2-7-0 4-73 7-23 7-23 7�7 2-5-0 6-11-0 8-11-0 -0-1 Scale=1:100.6 Dead Load Defl.=7/16 in NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED Special NAILED NAILED NAILED 2x4 II NAILED NAILED 7x8 WB= NAILED 6.00 12 6x8 2x4 11 4x12= 4x6= 4x10= 5x6=NAILED Special NAILED NAILED 6x8 4 355 36 37 396 40 41 7 8 42 4344 4546 9 474849 50 5110 1172 52535455 13 0 3x6 W6 W12 o N3 T 1 4x6 1Eps 1 2 7 1415 21 (6 56 29 X28 57 27`5960 2x4 25 61 62 24 23 636465 6667 22 6869 70 7120 IN I6 2x4 I 6x8-_2x4 11 5x6= NAILED 2x4 NAILED 3x4 1 4x6 NAILED 2x4 II 4x10=- NAILED NAILED 18 17 16 Special 6x6= NAILED 4x8 I I 7374 75 NAILED NAILED NAILED NAILED NAILED 8x10=4x6= NAILED 34 11 NAILED NAILED NAILED NAILED NAILED Special NAILED NAILED 40-11-0 &11-0 12$1 17-1-3 24-3-8 31.59 3. 40.10-0 47-10-0 54-9.4 2-11-0 2-7-0 473 7-2-3 7-23 7�7 2-4-0 8.11-0 6.11-4 0-1-0 Plate Offsets(XY)- [2:0-3-13,0-M],[4:0-2-4,0441,111:0-2-12,0-5-41,[13:0-2-0,0-3-121,[14:0-2-15,0-2-01 [21:0-3-4 0-3-121 [26:0--0 0-3-41 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.78 Vert(LL) 0.3222-23 >999 240 MT20 244/190 TCDL 10.0 Lumber Increase 1.25 BC 0.97 Vert(TL) -0.74 22-23 >503 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.90 Horz(TL) 0.09 19 n/a n/a BCDL 10.0 Code FBC2010/TP12007 (Matrix-M) Weight:364 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x6 SP No.2*Except* TOP CHORD Structural wood sheathing directly applied or 2-4-15 oc purlins, except T1,T3:2x4 SP No.2 end verticals. BOT CHORD 2x4 SP No.2`Except` BOT CHORD Rigid ceiling directly applied or 6-M oc bracing. B2,B6:2x4 SP M 30,B3:2x6 SP No.2,134:2x4 SP No.3 WEBS 1 Row at midpt 6-26,9-21,13-18 B8:2x6 SP 240OF 2.0E MiTek recommends that Stabilizers and required cross bracing WEBS 2x4 SP No.3*Except* be installed during truss erection,in accordance with Stabilizer W1,W3,W6,W8,W10,W12:2x4 SP M 30 Installation guide. OTHERS 2x4 SP No.3 - - -- - - SLIDER Left 2x4 SP No.3 1-6-0 REACTIONS. All bearings 0-6-0 except(jt=length)2=0-4-0,16=0-5-4. (lb)- Max Horz 2=-120(LC 6) Max Uplift All uplift 100 Ib or less atjoint(s)except 2=-200(LC 25),19=-1442(LC 8), 16=493(LC 8),28=-987(LC 8) Max Grav All reactions 250 Ib or less at joint(s)except 2=366(LC 13),19=3727(LC 1), 16=898(LC 30),28=3682(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-259/1197,4-35=1161/677,5-35=-158/671,5-36=-186/846,36-37=-186/846, 37-38=186/846,38-99=-186/846,6-39=-186/846,6-40=-5581/1763,40-41=-5581/1763, 7-41=-5581/1763,7-8=-5581/1763,842=-5581/1763,4243=-5581/1763,43-44=-5581/1763, 44-45=-5581/1763,45-46=-5581/1763,46-47=-558111763,9-17=-5581/1763,9-48=-1209/402, 48-49=-1209/402,49-50=-1209/402,50-51=-1209/402,10-51=1209/402,10-11=-1146/382, 11-52=1146/382,12-52=-1146/382,13-14=-8291521,14-16=-851/513 BOT CHORD 2-29=-138/261,26-58=-983/3568,58-59=983/3568,59-00=-983/3568,25-60=-983/3568, 25-61=98313568,61-62=-983/3568,24-82=-983/3568,24-63=-983/3568,23-63=-983/3568, 23-64=1353/4796,6465=-1353/4796,65-66=-1353/4796,66-67=-1353/4796, 22-07=1353/4796,22-68=-1353/4796,68-69=-1353/4796,69-70=-1353/4796, 70-71=1353/4796,21-71=-1353/4796,10-21=-368/178,18-19=-333/876,12-19=-2665/1035, 18-73=-353/655,73-74=353/655,74-75=-353/655,17-75---353/655 WEBS 429=-39/504,4-28=-1044/273,26-28=-2711/858,5-26=-766/373,6-26=-4745/1344, 6-25=0/543,6-23=-673/2203,8-23=-558/217,9-23=271/855,9-22=-89/603, 9-21=-3899/1208,19-21=-341/217,12-21=-594/2367,13-18=1135/603,13-17=-119/597, 14-17=369/622 �� �■ NOTES- (11) 1)Unbalanced roof live loads have been considered for this design. 4,y4,.••••••••"•.,•/�/' 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=4.2psf;h=15ft;B=45ft;L=55ft;eave=6ft;Cat.II; �. , LICENSE '• m Exp C;Encl.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;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. N0.42704 j Continued on page 2 ; )A[ ;+ STATE OF ;•� �DNAL� William M. Ranieri, F c # 42704 Truss runs ypeQtY Dwg No 001 728315 A7 Hip Girder 1 1 i Job Reference(optional) American Builders Supply,Sanford,FL 32771 Run:7.520 s May 8 2014 Print:7.520 s May 8 2014 Mi-rek Industries,Inc. Thu Jul 17 09:57:29 2014 Page 2 ID:c8A3zpKbMfN UP?GwJaBYk9z4 N-V kBU W2EFwFXvkOTrklAgTZ7hY5OfF_YHeuLHDgyxCmq NOTES- (11) 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-M wide will fit between the bottom chord and any other members,with BCDL=10.Opsf. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 200 Ib uplift at joint 2,1442 Ib uplift at joint 19,493 Ib uplift at joint 16 and 987 Ib uplift at joint 28. 7)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 8)"NAILED"indicates 3-1 Od(0.148"x3")or 3-12d(0.148"x3.25")toe-nails.For more details refer to MiTek's ST-TOENAIL Detail. 9)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)264 Ib down and 264 Ib up at 7-0-0,and 281 Ib down and 345 Ib up at 47-10-0 on top chord,and 295 Ib down and 72 Ib up at 7-0-0,and 397 Ib down and 355 Ib up at 47-9-4 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. 10)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). 11)Segn:AG018154,Date:07/17/2014 LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=125,Plate Increase=1.25 Uniform Loads(plf) Vert:1-4=-60,4-13=-60,13-14=-60,14-15=-60,27-31=-20,21-26=-20,19-20=-20,16-18=-20 Concentrated Loads(lb) Vert:4=-199(B)7=-82(6)13=-196(B)29=-279(B)6=-82(B)25=-41(B)17=-275(B)35=-117(B)36=-117(B)37=-82(B)39=-82(B)40=-82(8)41=-82(B)42=-7(B)44=-7(B) 45=-7(B)47=-7(B)48=-82(B)49=-82(B)50=-82(B)51=-82(B)52=-117(B)53=-130(B)54=-130(B)55=-130(B)56=-59(8)57=-59(6)59=-41(8)60=-41(B)61=41(B) 62=41(B)63=-41(B)64=-174(8)65=-174(8)66=-174(B)67=-174(8)68=-38(B)69=-38(B)70=-38(B)71=-38(B)72=-59(B)73=-47(B)74=-47(B)75=-47(B) �M F \,� LICENSE r� No.42704 STATE OF ms''•� ..0Rlp,...• � s ... ... �. William M. Ranieri, P # 42704 Job Truss ruse ypeQtyj Dwg No 002 728315 A9 HIP 1 1 7Job Reference(optional) American Builder's Supply,Sanford,FL 32771 Run:7.520 s May 8 2014 Print 7.520 s May 8 2014 MTek Industries,Inc. Thu Jul 17 09:57:30 2014 Page t ID:c8A3zpKbMfNUP?GwJa8Yk9zZjjN-zldskOEthYflMA21 H0hv0mgwiUPQ_UfQsY4r16yxCmp, 1 510-0 9-0-0 12-6-1 19-0-1 25$0 32-0-0 38�r0 40-11-0 4510-0 4&11-10 54-9.4 2 3 510-0 32-1 3$1 68-0 680 68-0 68-0 2S0 41 -0 31-10 5.9-10 41 Scale:1/8'=1' Dead Load Defl.=1/4 in grg= 6 4x = 3x4 II 7x8= 4x4= 4x4 x 3x4 II 5x6= 6x8= 6.00 12 4 534 6 7 36 8 9 10 3711 12 2x4LE 4x4 3 W5 10 13 38 3x4 11 31 5 39 N 1 2 RI 14,5 r; 27 26 2120 I icy I 24 23 22 4x6_ �= 3x4 I I 3x6= �= 3x4 11 7x8= 3x6= 4x6= 18 17 16 6x8= 4x6= 3x6= 3x6= 40-11-0 12$1 21-2-1 2&1!1-0 38.6-0 407 1 -100 4510-0 5/-9d 9-11-:90 2-7-1 &" 880 8.8.0 2-4-0 4-11-0 &11.4 0-1-0 Plate Offsets(X,Y)~ [2:0-0-0, 2-12 Edge] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.50 Vert(LL) -0.17 16-17 >984 240 MT20 244/190 TCDL 10.0 Lumber Increase 1.25 BC 0.80 Vert(TL) -0.44 21-22 >848 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.72 Horz(TL) 0.08 19 n/a n/a BCDL 10.0 Code FBC2010/TP12007 (Matrix-M) Weight:375 Ib FT=20% LUMBER- BRACING- - TOP CHORD 2x6 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-9-2 oc puriins, except BOT CHORD 2x4 SP No.2*Except* end verticals. B2,B4,B6:2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 6-25,8-21 WEDGE MiTek recommends that Stabilizers and required cross bracing Left:2x4 SP No.3 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. Ib/size 2=-72/0-4-0 min.0-1-8),19=1696/0-" - 0-2-12),16=58210-5-4 _ ( ) ( (min.0-2-0),27-2350/0-6-0 (min. (min.0 1-8) Max Horz 2=224(LC 11) Max Uplift2=-312(LC 22),19=-304(LC 12),27=-545(LC 12),16=-257(LC 12) Max Grav 19=1702(LC 22),27=2351(LC 21),16=621(LC 18) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-31=-167/910,31-32=-158/914,3-32=-148/953,3-4=290/1146,4-5=-79/540, 5.33=-78/527,33-34=-78/527,6-34=-78/527,6-7=1260/550,7-35=-1565/687, 35-06=-1565/687,8-36=1565/687,8-9=-481/423,9-37=-4811423,10-37=-481/423, 10-11=-464/419,11-12=94/294,12-13=-342/343,14-16=-316/295 BOT CHORD 2-27=-792/326,26-27=-260/0,5-25=-360/225,24-25=197/987,23-24=416/1615, 22-23=-416/1615,21-22=-395/1445,18-19=-53/418,11-19=-1194/412,16-17=110/272 WEBS 3-27=-476/307,4-27=-1568/507,25-27=-121181665,4-25=-432/112511,6-25=-1744/597, 6-24=-100/606,7-24=-501/241,8-22=0/367,8-211=-11200/343,1111-211=2811/110511, 12-18=-503f79,12-17=100/384,13-16=-329/204 NOTES- (8) 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vu1t=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=4.2psf;h=15ft;B=45ft;L=55ft;eave=6ft;Cat.ll; Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-5-4 to 4-0-8,Interior(1)4-0-8 to 9-0-0,Exterior(2)9-0-0 to 53-6-15, Interior(1)53-6-15 to 56-3-4 zone;cantilever left and right exposed;end vertical right exposed;C-C for members and forces&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 312 Ib uplift at joint 2,304 Ib uplift at joint 19, `A 545 Ib uplift at joint 27 and 257 Ib uplift at joint 16. 7)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. � ���.••+•+..+ i1. 8)Segn:A0018155,Date:07/17/2014 ;••`LICENSE+• [' LOAD CASE(S) Standard N0.42704 i STATE OF •%.1 0 FtVD •t1ic. William M. Ranieri, P c # 42704 Job Truss Truss Type Qty Ply Dwg No 003 728315 A10 HIP 1 1 Job Reference(optional) American Builders Supply,Sanford,FL 32771 Run:7.520 s Mey 8 2014 Print:7.520 5 May 8 2014 MiTek Industries,Inc. Thu Jul 17 09:57:312014 Page 1 ID:cBA3zpK MfNUP?GwJa8Yk92ZllN-R7JExkFVSsnc_JdEdCBY_C31ujUjswZSCgOIY7r,m t1-4-I�1 5$1110-10-0 1126-1 19-0-1 25.6-0 32-0.0 38-0-0 40-11-0, 44-0-0 49-0-15 54-94 �fr2-0 ti40 56-11 5-13 146-1' 6" 1 66-0 6&4 X6-6-0 2--0 3-1-0 5-0-15 5-8-5 1 71 Scale:1/8"=1. Dead Load Defl.=1/4 in 46= 6x6= 3x4 'I 4x4= 7x8- 4x4= 3x4 II 5x6= 6x6= 6.00 12 5 6 35 736 8 37 38 Te39 10 11 12 13 2x4 2x4 11 4 M15 10 W 14 3x6 3 33 40 34 T 6 40 41 4x6 1 2B3 MI.7 15,6RI ab tok 0 28 25 24 23 21 IA 1C11 4x6 11 3x8= 3x4 11 3x6- 3x6- 3x4 11 7x8= 3x6= 4x6= 19 42 43 18 17 6x8= 4x6= 3x8= 3x4 11 40-11-0 9-11-0 12$1 21-2-1 29-10-0 366-0 40-10-0 44-0-0 490-15 54-9-4 &1t-0 2-7-1 8-8-0 68.0 8-8-0 24-0 3-1-0 515 5-8-5 0.1-0 Plate Offsets(X,Y)- [2:0-2-13,0-0-13],[5:0-3-0,0-2-7] [8:0-4-0,0-4-8],[13:0-3-0,0-2-71,[15:0-2-15,0-2-0],[22:0-2-12,0-2-8],[26:0-2-0,Edge] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.59 Vert(LL) -0.17 18-19 >948 240 MT20 244/190 TCDL 10.0 Lumber Increase 1.25 BC 0.94 Vert(TL) -0.44 28-31 >270 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.97 Horz(TL) 0.10 20 n/a n/a BCDL 10.0 Code FBC2010/TP12007 (Matrix-M) - Weight:368 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x6 SP No.2'Except' TOP CHORD Structural wood sheathing directly applied or 5-5-3 oc purlins, except T1,T3:2x4 SP No.2 end verticals. BOT CHORD 2x4 SP No.2*Except* BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. B2,B4,B6:2x4 SP No.3 WEBS 1 Row at midpt 7-26,9-22,13-19 WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing SLIDER Left 2x4 SP No.3 1-6-0 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. All bearings 0-6-0 except Qt=length)2=0-4-0,17=0-5-4. (lb)- Max Horz 2=252(LC 11) Max Uplift All uplift 100 Ib or less at joint(s)2 except 20=-295(LC 12),17=-270(LC 12),28=-505(LC 12) Max Grav All reactions 250 Ib or less at joint(s)2 except 20=1751(LC 22),17=694(LC 18),28=2035(LC 21) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-660/0,3-33=-64/441,33-34=-63/459,4-34=-56/481,4-5=-198/681,7-8=-1357/596, 8-37=-1488/682,37-38=-1488/682,9-38=-1488/682,9-39=-535/439,10-39=-535/439, 10-11=-535/439,11-12=-522/436,12-13=-150/321,13-14=-633/482,14-40=-479/324, 40-41=-526/314,15-41=-591/314,15-17=-672/354 BOT CHORD 2-28=-384/215,6-26=-321/202,25-26=-218/1164,24-25=-382/1587,23-24=-382/1587, 22-23=-350/1361,11-22=-259/177,19-20=-78/495,12-20=-1223/392 WEBS 4-28=-450/316,5-28=-1512/521,26-28=-269/390,5-26=-400/1178,7-26=-1420/520, 7-25=-82/515,8-25=-356/201,9-23=0/419,9-22=-1165/323,12-22=-318/1128, 13-19=-424/117,13-18=-217/511,14-18=-373/312,15-18=-156/439 NOTES- (8) 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=4.2psf;h=15ft;B=45ft;L=55ft;eave=6ft;Cat.Il; Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-4-13 to 4-0-15,Interior(1)4-0-15 to 10-10-0,Exterior(2)10-10-0 to 51-8-15,Interior(1)51-8-15 to 56-2-13 zone;cantilever left and right exposed;end vertical right exposed;C-C for members and forces& MW FRS 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,with BCDL=10.Opsf. �1l � 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)2 except Qt=1b) `A 20=295,17=270,28=505. +p ■ 7 "Semi-rigid Itchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. y"•••""••. 9� P� 9 tY Y 9 8)Segn:A0018156,Date:07/17/2014 ��..;'`LICENSE•= [� LOAD CASE(S) Standard e No.4Z704 s STATE OFVv 4 0 RI William M. Ranieri, P c # 42704 oTruss TrussType Dwg No 004 Qly ply 728315 Al2 Hip 1 1 Job Reference(optional) American Builders Supply,Sanford,FL 32771 Run:7.520 s May 8 2014 Print:7.520 s May 8 2014 MTek Industries,Inc.Thu Jul 17 09:57:31 2014 Page 1 ID:c8A3zpKbMfN UP?GwJa6Yk9zZjjN-R7JExkFVSsnc_JdEOCBY_C2YunD]WZSCgOIYyxCmo 12-10-0 r1-4-0 51.1 9-11-0 12-51 18-11-0 z5-0-1 3z-11-8 40.11.0 az-0-o 47-117 '1-4-0 5141 4-0-15 2-7-OD-3-15 S1-0 6-1-0 7-11-8 7-11-8 -1 511-7 Scale=1:83.8 Dead Load Dell =1/4 in 5x6= 3x4 11 2x4 ii 4x6= 3x6= 3x8= 3x6= 6.00 12 2x4 11 6 32 33 7 34 8 9 10 35 11 12 36 5 4x6 2x4 W 13 ,g 6 1 12 3x6 30 T 1115 o 3 m a 2113 r EVY 1 22 38 20 `a 25 24 39 21 40 19 18 41 42 14 I�l9 3x10 R7 N 4x6 11 5x8 11 3x4 11 3x4 11 4x6= 5x6— 3x6= 3x4= 6x8= 16 15 4x6= 3x4 11 42-0-0 9-119 12-A1 18-11.0 25.1 32-11-8 40.10-0 40_11-0 47-11-2 47-11.7 8-1102-7-0 6.5-0 13.1-0 7-11-8 7-10-8 0-1-0 i 511-2 04-5 1-1-0 Plate Offsets(X,Y)- [2:0-2-13,0-1-1],[6:0-3-0,0-2-0],[12:0-3-0,0-2-0] [20:0-5-8,0-3-121,[22:0-0-8,0-1-81,[23:0-4-0,0-2-41 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.69 Vert(LL) -0.1625-28 >745 240 MT20 244/190 TCDL 10.0 Lumber Increase 1.25 BC 0.70 Vert(TL) -0.43 25-28 >280 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.81 Horz(TL) 0.07 17 n/a n/a BCDL 10.0 Code FBC2010ITP12007 (Matrix-M) Weight:306 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-1-7 oc purlins, except BOT CHORD 2x4 SP No.2`Except' end verticals. 132,134,136:2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 SP No.3 WEBS 1 Row atmidpt 8-21,10-17,6-23,13-16 SLIDER Left 2x4 SP No.3 1-6-0 MITek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation uide. ' REACTIONS. All bearings 0-6-0 except Qt=length)2=0-4-0,15=0-74. (Ib)- Max Horz 2=163(LC 12) Max Uplift All uplift 100 Ib or less at joint(s)15 except 2=-116(LC 12),17=-361(LC 12),25=425(LC 12) Max Grav All reactions 250 Ib or less at joint(s)15 except 2=342(LC 1),17=1586(LC 1),25=1965(LC 17) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-655/0,4-30=41/285,4-31=-61/358,5-31=-60/445,5-6=0/424,6-32=-1151/510, 32-33=-1151/510,7-33=-1151/510,7-34=-1151/510,8-34=-1151/510,8-9=-1488/608, 9-10=-1488/608 BOT CHORD 25-37=-379/13,24-37=-379/13,23-38=-123/612,22-38=-123/612,22-39=-110/337, 21-39=-110/337,2140=457/1491,2040=-456/1492,18-41=-306/1047,1741=-306/1047, 11-17=494/285 WEBS 4-25=-398/222,23-25=-1437/554,7-21=-387/238,8-21=-506/155,18-20=-297/952, 10-20=-197/561,10-18=0/285,10-17=-1420/425,6-21=-354/1169,6-23=-1356/419 NOTES- (8) 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=4.2psf;h=15ft;B=45ft;L=48ft;eave=6ft;Cat.11; Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-14-13 to 3-4-12,Interior(1)3-4-12 to 12-10-0,Exterior(2)12-10-0 to 47-9-3 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 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,with BCDL=10.0psf. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)15 except Qt=1b) 2=116,17=361,25=425. `A 7)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. M■ 8)Segn:A0018157,Date:07/17/2014 .��,,.s.•,�� LOAD CASE(S) Standard T.• LICENSE 4 :� No.42704 j. STATE OF o� 4.4 CO RIP 6- NAl William M. Ranieri, P c # 42704 Job Truss I ruse I ype ow9 No 005 728315 A14 Hip 1Qty ply 1 Job Reference(optional) Art7erican Builders Soppy,Sardord,FL 32771 Run:7520 s MMaeyy B 2014 Print:7.520 s MaY 82014 MTek Industries,Inc.Thu Jul 17 09:5732 2014 Ppaeyyee 1 ID:o8A3zpKbfuHNUP?GwJa8Yk9zZllN-vJtd94G8DAwTbTCOPRjN5BIF?I79SN IjKsZxq?yxCmn �t 4 Q 570 112$1 14-10-0 21314 25:1 27 8 0 33 10-0 40 0 0 4¢11-0 4511-7 570 1 4-0-15 2-7-0 2375 6514 3 8 3 2-0 0 6-2-0 52-0 0 11-00 Scale=1:81.8 Dead Load Defl.=1/4 in 6.00 12 5x6= 3x8= 2x4 11 3x6= 3x65x6= =3x4 11 6 36 7 8 37 9 70 38 11 12 i 5716 4x6 5 13 27t4 35 W7 W9 4NOS 103 19 15 R 3x6 2 4 34 3 d 1 2 91 23 29 28 3x4 3 11 25 24 39 40 20 x4 11 19 18 41 4 1� 1N�I .= 4x6 11 2x4_ 3x4 II 3x10_x6 2z4 11 3x4 11 2x4 11 4x8= d 3x6— 5x8— 16 15 4x6= 3x4 11 9 11-0 12-0 1 14 10-0F 27314 250 1 27$O 33-10-0 1 4Q 70-0 40 x1-0 4577-2 4511-7 9-11-0 2-7-0 2315 6-514 3 8 3 2_ 6-2-0 7-0-0 0_1: 50 2 Plate Offsets(),Y)— r2:0-2-13,0-0-131,15:044,0-M],[6:0-3-0,0-2-01.[11:0-3-0,0-2-01.[21:0-2-8,0-2-8] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.51 Vert(LL) -0.17 29-32 >687 240 MT20 244/190 TCDL 10.0 Lumber Increase 1.25 BC 0.66 Vert(TL) -0.45 29-32 >263 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.74 Horz(TL) 0.05 17 n/a n/a BCDL 10.0 Code FBC2010/TP12007 (Matrix-M) Weight:331 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP N0.2 TOP CHORD Structural wood sheathing directly applied or 4-10-1 oc purlins, except BOT CHORD 2x4 SP No.2*Except* end verticals. B2,B4,B6:2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 7-25,7-21,10-18,11-17,13-16 SLIDER Left 2x4 SP No.3 1-6-0 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. All bearings 0-6-0 except(jt=length)2=0-4-0,15=0-7-4. (lb)- Max Horz2=198(LC 12) Max Uplift All uplift 100 Ib or less at joint(s)2,15 except 17=-337(LC 12),29=-463(LC 12) Max Grav All reactions 250 Ib or less at joint(s)15 except 2=386(LC 1),17=1581(LC 18),29=1797(LC 17) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-735/0,5-6=-766/297,6-36=-646/308,7-36=-646/308,7-8=-1258/502,8-37=-1262/505, 9-37=-1262/505,9-38=-1262/505,10-38=1262/505,10-11=-845/387 BOT CHORD 24-25=343/1257,24-39=-343/1257,23-39=-343/1257,23-40=-343/1257,22-40=-343/1257, 21-22=268/1153,12-17=-288/235 WEBS 4-29=-376/196,27-29=-1354/585,527=-1369/580,5-25=310/1030,7-25=912/289, 7-23=0/347,8-21=-358/188,10-18=-8631370,11-18=-365/1187,11-17=-1 135/318, 18-21=-176/675,10-21=-1831645 NOTES- (8) 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=4.2psf;h=15ft;B=45ft;L=46ft;eave=6ft;Cat.II; Exp C;End.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)-1-4-13 to 3-2-6,Interior(1)3-2-6 to 14-10-0,Exterior(2)14-10-0 to 45-9-3 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 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-"wide will fit between the bottom chord and any other members,with BCDL=I O.Opsf. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)2,15 except(jt=lb) 17=337,29=463. 7)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 8)Segn:A0018158,Date:07/17/2014 m IY�■ LOADCASE(S) Standard `►"�`LICENSE�=r� m s No.42704 ? s STATE OF .■'0 S191Q-"' NAL�� William M. Ranieri, P c # 42704 Job I Truss 7ruyp—e Qty Ply D'^'9 No 006 728315 IA16 1 1 Job Reference(optional) American Builder's Supply,Sanford,FL 32771 Run:7.520 s May 8 2014 Print:7.520 s May 8 2014 MiTekIndustries,Inc.Thu Jul 17 09:57:33 2014 Page 1 ID:c6A3zpKbMfNUP?GwJa8Yk9zZbN-NWR?MPHm T2KDdncz8EcdPIP1iT8BvbsZWJVMRyxCmm 11 4 Q 5 10 1 9 1-0 12-6-1 16 10 0 22-36 25-0 1 27-7-0 32-fi 8 38-0-0 44-10 13 �-0 5 10 1 4:1 0 15 2-7-0 + 4 3 15 55.6 2-8 11 2-7-0 ' 5-2-0 S 2-8 6 10-13 Scale=1:801 i 2x4 11 Dead Load DO =1/4 n 5x6= 6.00 12 3x4— 3x6- 3x4= 5x6= 7 8 33 9 10 34 35 11 12 — 36 4x6 37 3x8 3x4 G 6 13 W1 2x4 N, 5 q 4 W5 1 4 d 3x4 3 31 2 FLA 1 3DD Ll Id zz ASN4= 25 4 11 21 36 18 19 17 39 16 40 5 14 3x4= 2x4 11 3x6— 4x4 11 3x6= 3x8= 2x4 11 3x8 11 3x8= 3x45x8 13x4= 9-11-0 12 -1 16 10-0 25 0 1 27-7-0 38-0-0 4410-13 9-11-0 2-7-0 1 4-3 15 8 2-1 22 7T 10-5-0 6 10 13 Plate Offsets(XY)— [2:0-1,Edge],[7:0-3-0,0-2-01.[12:0-3-0,0-2-0],[20:0-2-0,0-0-01 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.62 Vert(LL) -0.2915-17 >720 240 MT20 244/190 TCDL 10.0 Lumber Increase 1.25 BC 0.67 Vert(TL) -0.3026-29 >393 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.39 Horz(TL) 0.04 17 n/a n/a BCDL 10.0 Code FBC20101TP12007 (Matrix-M) Weight:292 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-7-12 oc purlins, except BOT CHORD 2x4 SP No.2'Except` end verticals. B2,B4:2x4 SP No.3,B5:2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 6-22,7-22,8-19,9-17,11-17,12-15 SLIDER Left 2x4 SP No.3 1-6-0 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation uide. REACTIONS. All bearings 0-6-0 except Qt=length)2=0-4-0,14=Mechanical. (lb)- Max Horz2=216(LC 12) Max Uplift All uplift 100 Ib or less at joint(s)except 2=-113(LC 12),26=-322(LC 12),17=-278(LC 12),14=-184(LC 12) Max Grav All reactions 250 Ib or less at joint(s)except 2=505(LC 21),26=952(LC 21),17=1948(LC 17),14=569(LC 22) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-761/0,3-31=-384/78,4-31=-371/88,6-32=-444/223,7-32=-428/249,7-8=-304/285, 8-33=0/409,9-33=0/409,9-10=0/416,10-34=0/416,34-35=0/416,11-35=0/416, 11-12=-257/272,12-36=-260/224,36-37=-363/210,13-37=-381/198,13-14=-515/302 BOT CHORD 2-26=-251/426,19-20=-82/484,17-18=-496/0 WEBS 4-26=-315/163,24-26=-583/402,6-24=-600/404,8-22=-11/436,8-19=-764/210, 17-19=-897/347,9-19=-313/170,11-17=-728/202,11-15=-2/425,13-15=-113/302 NOTES- (9) 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=4.2psf;h=15ft;B=45ft;L=45ft;eave=5ft,Cat.11; Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-4-13 to 3-1-2,Interior(1)3-1-2 to 16-10-0,Exterior(2)16-10-0 to 444-3,Interior(1)44-4-3 to 44-9-1 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 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,with BCDL=10.Opsf. 6)Refer to girder(s)for truss to truss connections. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 113 Ib uplift at joint 2,322 Ib uplift at joint 26, � `A 278 Ib uplift at joint 17 and 184 Ib uplift at joint 14. .00 8)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. ��.••+••..••• 9)Segn:A0018159,Date:07/17/2014 �`rLICENSE m LOAD CASE(S) Standard ` �• N0.42704 STATE OF �o�1o"6 V NAl`1N� William M. Ranieri, P c # 42704 niss russ ype Qty Ply 728315 A78 Hip 1 t Job Reference(notional) o.q No 007 American Builders Supply,Sanford,FL 32771 Run:7.520 s May 8 2014 Print:7.520 a May 8 2014 M7ek Industries,Inc.Thu Jul 17 09:57:34 2014 Page 1 I D:caA3zpKbMfN UP1GwJa8Yk9zZiN-ri_NalHOknABmMoWslrAcgc26mNwMFOnA22utyxCml T1�0 51� N-11_2 71-0 72-6-1 14-56 18-70-0 23-3-6 25-0 1 27-7-0 37-9-8 36-0-0 1 403 17 1 4470-13 5 14 49-12 2-7-0 1-11-6 4-0-10 I 45-6 1-8-71 22-7-0 42 8 42-8 43-17 4 Scale=1:78.7 Dead Load Defl.=1/4 in 5x6= 2x4 11 3x6= 5x8= 6.00 12 8 9 35 10 36 37 11 12 13 7 14 2411 34 38 2x411 6 17Wt 75 3x6 4 2x4 1 5 6 d 1 4 4 rn 33 3 02 A q 2 °p 1 5 (cir cY 2" 1127 24 39 23 40 41 19 43 18 44 17 45 46 16 d 3x6= 3x8 20 3411 5x8 II 3x6= 34= 1 9 11-0 72$1 1623—V5 8 10-0 25 0 t 27-7-0 36 0 0 44-10-13 9-11-0 72—0 1 6 3 15 6 2-1 2-7-0 8-10-13 Plate Offsets(XY) [2:0-4-1,Edge],[8:0-3-0,0-2-01.[13:0-3-0,0-2-01 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.48 Vert(LL) -0.2216-17 >933 240 MT20 244/190 TCDL 10.0 Lumber Increase 1.25 BC 0.80 Vert(TL) -0.4716-17 >442 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.42 Horz(TL) 0.04 16 n/a n/a BCDL 10.0 Code FBC2010/TPI2007 (Matrix-M) Weight:325 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-9-2 oc purlins, except BOT CHORD 2x4 SP No.2*Except* end verticals. B2,B4:2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing, Except: WEBS 2x4 SP No.3 10-0-0 oc bracing:23-25,16-17. SLIDER Left 2x4 SP No.3 1-6-0 WEBS 1 Row at midpt 7-26,8-23,10-19,12-19,13-17,14-17,14-16 9-21 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. All bearings 0-6-0 except Qt=length)2=0-4-0,16=Mechanical. (lb)- Max Horz2=216(LC 12) Max Uplift All uplift 100 Ib or less at joint(s)except 2=-112(LC 12),28=-312(LC 12), 19=-299(LC 12),16=-173(LC 12) Max Grav All reactions 250 Ib or less at joint(s)except 2=430(LC 21),28=1296(LC 17), 19=1781(LC 17),16=648(LC 18) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-714/0,3-33=-288/92,5-6=-80/333,7-34=-35/290,7-8=-346/269,8-9=-249/284, 9-35=0/272,10-35=0/272,10-36=0/275,36-37=0/275,11-37=0/275,11-12=0/275, 12-13=-274/278, 13-14=-353/264 BOT CHORD 2-28=-184/258,27-28=-305/0,25-26=-115/441,22-41=-71/321,21-41=-71/321, 20-42=-309/6,19-42=-309/6,1745=-124/254,45-46=-124/254,16-46=-124/254 WEBS 4-28=-400/200,26-28=-838/383,6-26=-296/181,7-26=-623/244,19-21=-843/328, 12-19=-737/205,12-17=-47/491,14-16=-480/250,9-23=-57/408,9-21=-667/217 NOTES- (10) 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=4.2psf;h=15ft;B=45ft;L=45ft;eave=5ft;Cat.11; Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-14-13 to 3-1-2,Interior(1)3-1-2 to 18-10-0,Exterior(2)18-10-0 to 42-4-3,Interior(1)42-4-3 to 44-9-1 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 3)Provide adequate drainage to prevent water ponding. 4)All plates are 3x4 MT20 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 fit between the bottom chord and any other members,with BCDL=10.Opsf. ` ""•• 7)Refer to girder(s)for truss to truss connections. �t LICENSE% 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 112 Ib uplift at joint 2,312 Ib uplift at joint 2 �• 299 Ib uplift at joint 19 and 173 Ib uplift at joint 16. • 9)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. ,: N0.42704 10)Segn:A0018160,Date:07/17/2014 ; LOAD CASE(S) Standard w S STATE OF r .4 0 RtO,.�.•�ti s NAr.� William M. Ranieri, P # 42704 7.,,sGs,".,ypePlyDog No008A20 cuss7 1 Job Reference(optional) American Builder's Supply,Sanford,FL 32771 Run:7.520 s May 8 2014 Print:7.520 s May 8 2014 MiTek Industries,Inc.Thu Jul 17 09:57:35 2014 Pagge 1 I D:c8A3zpKbMfNU P?GwJa8Yk9zZjj N-KuYIn510V512Sxw?4ZH4iq NkDV4afn290gocRJyxCmk 1-4-0 4 10-8 9-3-0 15-0-8 20-10-0 27-7-0 34-0-0 39 3-111 4410 13 1 4- 410-8 4a4 -8 5-9-8 5-9-8 6-9-0 6 5 0 5-3-15-7-3 Scale=1:77.4 5x6= 2x4 11 5x6 Dead Load Defl.=3/16 in 8 9 36 24 25 10 6.00 F12 3x4 3x4 7 11 37 2x4 11 2x4 11 3,5 W6 12 3x6 6 c 4 W CR2 2x4 5 4 3x4 34 3 h �1 2 19 26 1827 17 28 29 16 15 30 31 14 32 33 13 3x8 11 3x8— 3x6= 3x4 3x8= 3x4 3x4= 3x6= 9 3 0 18-5-0 F 27-7-0 36-1-3 4410.13 9-3-6 9 2-0 _. 2-0 8-0-3 8-9-10 9 Plate Offsets(X,Y)— [2:0-4-1,Edge1,[8:0-3-0,0-2-01,[10:0-3-0,0-2-01 LOADING(psf) SPACING- 2-M CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.64 Vert(LL) -0.1913-14 >999 240 MT20 244/190 TCDL 10.0 Lumber Increase 1.25 BC 0.93 Vert(TL) -0.4013-14 >512 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.52 Horz(TL) 0.02 13 n/a n/a BCDL 10.0 Code FBC2010/TP12007 (Matrix-M) Weight:303 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 SP No.2 end verticals. WEBS 2x4 SP No.3*Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. W6,W8:2x4 SP No.2 WEBS 1 Row at midpt 7-19,7-17,8-16,9-16,10-16,11-14,11-13 SLIDER Left 2x4 SP No.3 1-6-0 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation uide. REACTIONS. All bearings 0-6-0 except Qt=length)2=0-4-0,13=Mechanical. (lb)- Max Horz 2=-231(LC 10) Max Uplift All uplift 100 Ib or less at joint(s)2 except 19=-303(LC 12),16=-393(LC 12),13=-122(LC 12) Max Grav All reactions 250 Ib or less at joint(s)except 2=443(LC 21),19=1227(LC 17),16=1751(LC 17),13=727(LC 18) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-642/0,3-34=-321/12,4-34=-295/21,7-8=-449/220,10-11=-449/226 BOT CHORD 2-19=-131/359,19-26=-98/436,18-26=-98/436,18-27=-98/436,17-27=-98/436, 17-28=-11/300,28-29=-11/300,16-29=-11/300,14-32=-85/324,32-33=-85/324, 13-33=-85/324 WEBS 4-19=-328/184,6-19=-324/192,7-19=-604/202,8-17=-94/467,8-16=-704/244, 9-16=-458/264,10-16=-651/235,10-14=-112/457,11-13=-540/153 NOTES- (9) 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=4.2psf;h=15ft;B=45ft;L=45ft;eave=5ft;Cat.II; Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-4-13 to 3-1-2,Interior(1)3-1-2 to 20-10-0,Extedor(2)20-10-0 to 40-4-3,Interior(1)40.4-3 to 44-9-1 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 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,with BCDL=10.Opsf. 6)Refer to girder(s)for truss to truss connections. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)2 except Qt=1b) 19=303,16=393,13=122.k `A 8)"Semi-rigid pitchbrcaeaksincluding heels"Member end fixity model was used in the analysis and design of this truss. M M■ 9)Segn:AO018161,Date:07/17/2014 ����,...•.•�. ' •• LOADCASE(S) Standard �� ,��►`: LICENSE Non 42704 STATE 8F Ims"..- William M. Ranieri, P c # 42704 Job I cuss riasype Qty Ply �f Dvg No 009 728315 A-FG Flat Girder 1 L Job Reference(optional) American Builder's Supply,Sanford,FL 32771 Run:7.520 s May 8 2014 Print:7.520 s May 8 2014 MTek Industries,Inc.Thu Jul 17 09:57:36 2014 Page 1 ID:c8A3zpKbMfNUP?GwJa8Yk97Zb No467_RJeGOOv45VBeHoJF1w25vbjOHOJ FUX9zmyxCmj 3-3-8 6-7-0 3-3-8 3-3-8 Scale=1:12.2 4x4= 2x4 II 4x4= 1 2 3 1 EV1 W1 W3 EV2 8 I n n B1 7 8 5 9 HUS25 HUS26 4x8= HUS26 6 4 2x4 11 2x4 I I 3-3-8 6-7-0 3-3-8 -- —-� 3-3-8 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.12 Vert(LL) -0.02 5 >999 240 MT20 244/190 TCDL 10.0 Lumber Increase 1.25 BC 0.23 Vert(TL) -0.05 5 >999 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.38 Horz(TL) 0.00 4 n/a n/a BCDL 10.0 Code FBC2010/TPI2007 (Matrix-M) Weight:73 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x6 SP No.2 end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 6=1262/0-6-0 (min.0-1-8),4=985/0-4-0 (min.0-1-8) Max Uplift6=-336(LC 4),4=-305(LC 4) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-6=-686/219,1-2=-1920/573,2-3=-1920/573,3-4=-686/219 WEBS 1-5=-599/2007,3-5=-599/2007 NOTES- (11) 1)2-ply truss to be connected together with 1 Od(0.131'x3")nails as follows: Top chords connected as follows:2x4-1 row at 0-9-0 oc. Bottom chords connected as follows:2x6-2 rows staggered at 0-9-0 oc. Webs connected as follows:2x4-1 row at 0-9-0 oc. 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. 3)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=4.2psf;h=15ft;B=45ft;L=24ft;eave=4ft;Cat.ll; Exp C;Encl.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 4)Provide adequate drainage to prevent water ponding. 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)except Qt=1b)6=336, 4=305. 8)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 9)Use Simpson Strong-Tie HUS26(14-1 Od Girder,4-1 Od Truss,Single Ply Girder)or equivalent spaced at 2-0-0 oc max.starting at 0-10-4 from the left end to 4-104 to connect truss(es)A20(1 ply 2x4 SP),At 8(1 ply 2x4 SP),At 6(1 ply 2x4 SP)to back face of bottom chord. 10)Fill all nail holes where hanger is in contact with lumber. 11)Segn:A0018162,Date:07/17/2014 LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-3=-60,4-6=-20 Concentrated Loads(Ib) .+. �� • 'I Vert:7=-603(B)8=-591(8)9=-549(8) •`LIC E N•.+S E'+•• ; No.42704 STATE OF William M. Ranieri, P c # 42704 O NSSN55 yp@ Qty 728315 AG PIGGYBACK BASE GIRDE 1 2 Job Reference(optional) American Builders Supply,Sanford,FL 32771 Run:7.520 s May 8 2014 Print:7.520 s May 8 2014 MTek Industries,Inc.Thu Jul 17 09:57:37 2014 Page 1 ID:c8A3zpKbMfNUP?GwJa8Yk9zZjN-GHgWCnKG1 YmiE4NC_JYoFS2YJl_7biST8HiVCyxCmi 19-0-0 7 SS12 11-10-8 17-1-0 1714 0-7 410-8 6-412 62-8 0-04 1-10-12 6.001Scale=1:62.3 �2 5x8 4x6 2- = = x4 Dead Load Defl.=1/8 in 3 17 184 19 5 2x4 2 11 4x4 1 W6 0 7x8= d 1 5x12= 7 cq 151 T 4 2x4 II 16 413 20 21 22 2325 2x4 B3 B4 N 15 12 11 HUS28 HUS28 t0 HI 9 8 3x6 11 3x6 II 7xB 8x8= 10x10= HUS28 HUS28 5x8 MT20H I I HHUS28-2 72-0-0 6612 11-10-8 7 14-12 3612 �.. 64-12 Plate Offsets(X,Y)- [3:0-6-0,0-2-8],[8:Edge,0-3-8],[9:0-5-0,0-6-4],[10:0-4-0,0-6-0],[11:0-3-8,0-5-0] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plates Increase 1.00 TC 0.78 Vert(LL) -0.08 10-11 >999 240 MT20 244/190 TCDL 10.0 Lumber Increase 1.00 BC 1.00 Vert(TL) -0.18 10-11 >999 180 MT20H 187/143 BCLL 0.0 ' Rep Stress Incr NO WB 0.95 Horz(TL) -0.01 8 n/a n/a BCDL 10.0 Code FBC20101TP12007 (Matrix-M) Weight:438 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2`Except' TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except T4:2x6 SP No.2 end verticals. BOT CHORD 2x4 SP No.3'Except' BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. Except: B3:2x8 SP 240OF 2.OE,B4:2x8 SP No.2,65:2x4 SP No.2 6-0-0 oc bracing:2-12 WEBS 2x4 SP No.3*Except* WEBS 1 Row at midpt 4-6 W8:2x4 SP No.2 REACTIONS. (Ib/size) 8=4983/0-8-0 (min.0-3-12),16=2907/0-6-0 (min.0-1-14) Max Horz 16=388(LC 8) Max Uplift8=-1001(LC 8),16=-709(LC 8) Max Grav8=6361(LC 2),16=3138(LC 2) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-1072/240,2-3=-1094/299,3-17=-2538/524,17-18=-2538/524,4-18=-2538/524, 6-9=-2894/865,6-7=-3886/574,7-8=-5527/933,1-16=-2794/602 BOT CHORD 12-13=-854/332,11-20=-735/1856,20-21=-735/1856,21-22=-735/1856,10-22=-735/1856, 10-23=-579/3979,23-24=-579/3979,24-25=-579/3979,9-25=-579/3979,14-16=-392/306, 13-14=-380/280,14-15=-120/358 WEBS 3-11=-532/1279,3-10=-191/1246,4-10=-591/3038,4-6=-4203/968,6-10=-1756/136, 7-9=-1011/6768,11-13=-786/1991,3-13=-2227/575,1-13=-525/2451 NOTES- (15) 1)2-ply truss to be connected together with 10d(0.11311"x3")nails as follows: Top chords connected as follows:2x4-1 row at 0-9-0 oc,2x6-2 rows staggered at 0-9-0 oc. Bottom chords connected as follows:2x4-1 row at 0-9-0 oc,2x8-2 rows staggered at 0-4-0 oc. Webs connected as follows:2x4-1 row at 0-9-0 oc. 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. 3)Unbalanced roof live loads have been considered for this design. 4)Wind:ASCE 7-10;Vu1t=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=4.2psf;h=15ft;B=45ft;L=24ft;eave=4ft;Cat.II; Exp C;Encl.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 5)Provide adequate drainage to prevent water ponding. 6)All plates are MT20 plates unless otherwise indicated. 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8)'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 D between the bottom chord and any other members,with BCDL=10.Opsf. ,,.; •,.1," 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except Qt=1b)8=1001, 16=709. ,�` ; LICENSE•• 10)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 11)Use Simpson Strong-Tie HUS28(22-10d Girder,4-10d Truss)or equivalent at 8-3-4 from the left end to connect truss(es)BAG(1 4 ply N,r0.4.17Q 2x6 SP)to front face of bottom chord. • 0 Continued on page 2 S • STATE 8F e� • �•<oFI William M. Ranieri, P c # 42704 Job I truss TrUSS Type Ply �f 728315 I AG PIGGYBACK BASE GIRDE 1 2 Job Reference(optional) American Builders Supply,Sanford,FL 32771 Run:7.520 s May 8 2014 Print:7.520 s May 8 2014 MiTek Industries,Inc. Thu Jul 17 09:57:37 2014 Page 2 ID:c8A3zpKbMfNUP?GwJa8Yk9zZjN-GHgWCnKG1 iYmiE4NC_JYoFS2YJl_7biST8HiVCyxCmi NOTES- (15) 12)Use Simpson Strong-Tie HUS28(22-10d Girder,4-10d Truss,Single Ply Girder)or equivalent spaced at 2-1-8 oc max.starting at 10-1-12 from the left end to 16-3-4 to connect truss(es)BA(1 ply 2x6 SP)to front face of bottom chord. 13)Use Simpson Strong-Tie HHUS28-2(22-10d Girder,8-10d Truss,Single Ply Girder)or equivalent at 17-3-9 from the left end to connect truss(es)FG1(2 ply 2x6 SP)to front face of bottom chord. 14)Fill all nail holes where hanger is in contact with lumber. 15)Segn:A0018163,Date:07/17/2014 LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:1-3=-60,3-5=-60,6-7=-60,12-15=-20,8-12=-20,14-16=-20 Concentrated Loads(lb) Vert:20=-2317(F)22=-586(F)23=-586(F)24=-586(F)25=-586(F)26=-1732(F) am A*� �LICENSE••;� m f No.42704 s STATE 8F • %.40R William M. Ranieri, P c # 42704 Job Truss I russ I ypeQty , Dwg No 015 728315 B MONOPITCH 1 ply 1 Job Reference(optional) American Buildees supply,Sanford,FL 32771 Run:7.520 s May 8 2014 Print:7.520 s May.8 2014 MTek Industries,Inc.Thu Jul 1709:57:38 2014 Pa 1 ID:c8A3zpKbMfNUP?GwJa8Yk9zZj N-kTEuP7KuoOgdJOfalhgnKS?HgjB1sESbio0G1eyxCmh -1-4-0 7-8-15 11-9-1 17-2-8 1 4-0 7-8-15 4-0-2 5-5-7 2x4 11 Scale=1:61.4 600 12 7 Dead Load Defl.=1/8 in 3x4 18 6 3x4 3x6 45 3x4 3 17 2 1 11 1 19 qq 4x4= N 3x6 I KA 10 9 8 2x4 II 3x4= 3x4= 6 0-4 7-8 1� 11-9 t 17-2 8 6-10-4 0-10. 1 4-0-2 557 Plate Offsets(X,Y)- [2:0-3-5,0.1-5],[5:0-1-14,0-1-8] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.57 Vert(LL) 0.0912-15 >944 240 MT20 244/190 TCDL 10.0 Lumber Increase 1.25 BC 0.63 Vert(TL) -0-1712-15 >504 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.15 Horz(TL) 0.05 8 n/a n/a BCDL 10.0 Code FBC2010/TPI2007 (Matrix-M) Weight:120 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No-2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pur ins, except BOT CHORD 2x4 SP No-2'Except* end verticals. B2:2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 7-8,6-8 SLIDER Left 2x4 SP No.3 1-6-0 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation nide._ REACTIONS. (Ib/size) 8=417/Mechanical,2=411/0-4-0 (min.0-1-8),12=621/0-8-8 (min.0-1-8) Max Horz2=340(LC 12) Max Uplift8=-157(LC 12),2=-33(LC 12),12=-191(LC 12) Max Grav8=475(LC 17),2=411(LC 1),12=667(LC 17) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-471/255 BOT CHORD 2-12=-372/313,4-11=-494/210 WEBS 6-8=-316/126 NOTES- (7) 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=4.2psf;h=15ft;B=45ft;L=24ft;eave=4ft;Cat.II; Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-4-13 to 1-7-3,Interior(1)1-7-3 to 17-0-12 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 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,with BCDL=10.Opsf. 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 except Qt=lb)8=157, 12=191. 6)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 7)Segn:AO018168,Date:07/17/2014 LOAD CASE(S) Standard M. ��►� LICENSE' .,��m� No.42704 s STATE OF e� ` t 8 R1 0.60, ti �NAI� William M. Ranieri, P c # 42704 job Truss hiss ype ply 728315 B1 MONOPI7CH 1 1 G+g No 011 Job Reference(optional) American Builders Supply,Sanford,FL 32771 Run:7.520 s May 8 2014 Print:7.520 s May 8 2014 MiTek Industries,Inc. Thu Jul 17 09:57:38 2014 Page 1 ID:c8A3zpKbMfNU P?GwJa8Yk9zZbN-kTEuP7KuoOgdJOfalhgnKS?KBjB_sDlbio0G1 eyuCmh 1 4 0 510-15 11-9-1 17-2-8 10 510-15 _ 510-2 2x4 Scale=1:61.4 7 6.00 12 3Y4 18 6 3x4 3x4 4 5 3x4 3 17 2 1 4x4 11 1 19 1q 3x6 11 A 10 9 8 2x4 II 3x4= 3x4= 50 4 5710 15 11-9-1 17-2-8 5-0-4 0 10- 1 510 2 _ 557 Plate Offsets(XY)— [2:0-3-1,0-1-51 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.34 Vert(LL) -0.03 8-9 >999 240 MT20 244/190 TCDL 10.0 Lumber Increase 1.25 BC 0.63 Vert(TL) -0.07 8-9 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.20 Horz(TL) 0.03 8 n/a n/a BCDL 10.0 Code FBC201 O/TPI2007 (Matrix-M) Weight:119 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 SP No.2'Except` end verticals. B2:2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 7-8,6-8 SLIDER Left 2x4 SP No.3 1-6-0 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 8=474/Mechanical,2=325/0-4-0 (min.0-1-8),12=650/0-8-8 (min.0-1-8) Max Horz 2=340(LC 12) Max Uplift8=-165(LC 12),12=-230(LC 12) Max Grav8=538(LC 17),2=325(LC 1),12=695(LC 17) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-367/194,3-17=-252/32,4-5=-296/0,5-6=-283/0 BOT CHORD 2-12=-279/221,4-11=-521/256 WEBS 6-8=-409/145 NOTES- (7) 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=4.2psf;h=15ft;B=45ft;L=24ft;eave=4ft;Cat.ll; Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Extedor(2)-1-4-13 to 1-7-3,Intedor(1)1-7-3 to 17-0-12 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 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,with BCDL=10.Opsf. 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)except Ot=1b)8=165, 12=230. 6)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 7)Segn:AO018164,Date:07/17/2014 LOAD CASE(S) Standard eyl M. CENSE�•;� to N0.42704 �.�CS z STATE OF e� �► V Ss�DAIAI.���° William M. Ranieri, P # 42704 Job cuss Truss ype + D%g No 012 Qty P 728315 B2 MONOPITCH 4 1 Job Reference(optional) American Builder's Supply,Sanford,FL 32771 Run:7.520 s Mayy 8 2014 Print:7.520 s May 8 2014 Mi Industries,Inc. Thu Jul 17 09:57:39 2014 Page 1 ID:c8A KbMfNUP?G vJa8Yk9z7 jN-CfoGdTLXZJoUxYEmJPLOtgYU57aGbgglxSmpa5;71m 1�0 5-2-0 11-9-1 17-2-8 1 4 0 5-2-0 6-7-1 5-5-7 24 11 Scale=1:61 A 7 6.00 12 3x4 18 6 3x4 3x4' 5 4 3x4 3 17 2 1 11 2 19 p 4x4— 3x6 11 10 9 6 2x4 11 3x4= 3x4— 4-7 01 2� 11-9 1 17-2-8 4 7-0 7 6-7-1 5-5-7 _ Plate Offsets(X,Y)- [2:0-3-1,0-15] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.40 Vert(LL) -0.04 9-10 >999 240 MT20 244/190 TCDL 10.0 Lumber Increase 1.25 BC 0.44 Vert(TL) -0.11 9-10 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.21 Horz(TL) -0.02 8 n/a n/a BCDL 10.0 Code FBC2010/TPI2007 (Matrix-M) Weight:119 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 SP No.2*Except* end verticals. B2:2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 7-8,6-8 SLIDER Left 2x4 SP No.3 1-6-0 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 8=484/Mechanical,2=276/0-4-0 (min.0-1-8),12=689/0-6-0 (min.0-1-8) Max Horz2=340(LC 12) Max Uplift8=-165(LC 12),12=-259(LC 12) Max Grav8=548(LC 17),2=276(LC 1),12=736(LC 17) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-321/136,3-17=-294/78,4-17=-282/111,4-5=-319/0 BOT CHORD 4-11=-577/291 WEBS 6-8=-431/148 NOTES- (7) 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=4.2psf;h=15ft;B=45ft;L=24ft;eave=4ft;Cat.ll; Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-4-13 to 1-7-3,Intedor(1)1-7-3 to 17-0-12 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 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,with BCDL=10.Opsf. 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)except Qt=1b)8=165, 12=259. 6)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 7)Segn:AO018165,Date:07/17/2014 LOAD CASE(S) Standard LICENSE"-. N0.42704 = s STATE OF all ��AIAI� William M. Ranieri, P c # 42704 Job n,ss miss ype Drg No 013 728315 63 MONOPITCH 1 1 Job Reference o nal American Builders Supply,Sanford,FL 32771 Run:7.520 s May�8 2014 Birt 7.520 s May 8 2014 M7ek Industries,Inc. Thu Jul 17 09:57:39 2014 Page 1 ID:cBA3zpKbMfNUP?GwJa8Yk9zZllN-CfoGdTLXZJoUxYEmJPLOtgYV_7XCbg0lxSmpa5y errg -1 4-0 5-1 1-7 11-9 1 17-2 8 1 4 0 5 1 -7 5-9-11 5 5 7 2x4 11 Scale=1:61.4 6.00 12 7 3x4 18 6 3x4 3X4% 5 4 3x4 3 17 2 1 11 1 19 4x4- US II 10 9 8 2x4 11 3x4= 3x4- 5 12 5 11-7 11-9-1 17-2-8 5-0-12 0-10- 1 5-9-11 55.7 Plate Offsets(XY)— [2:03 1,0-1 51 - - LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.34 Vert(LL) -0.03 8-9 >999 240 MT20 244/190 TCDL 10.0 Lumber Increase 1.25 BC 0.63 Vert(TL) -0.07 8-9 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.20 Horz(TL) 0.03 8 n/a n/a BCDL 10.0 Code FBC2010/TP12007 (Matrix-M) Weight:119 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 SP Not*Except* end verticals. B2:2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 7-8,6-8 SLIDER Left 2x4 SP No.3 1-6-0 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 8=473/Mechanical,2=327/0-4-0 (min.0-1-8),12=649/0-8-8 (min.0-1-8) Max Horz 2=340(LC 12) Max Uplift8=-165(LC 12), 12=-229(LC 12) Max Grav8=536(LC 17),2=327(LC 1),12=694(LC 17) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-369/194,3-17=-251/31,4-5=-294/0 BOT CHORD 2-12=-282/223,4-11=-520/255 WEBS 6-8=-407/144 NOTES- (7) 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=42psf;BCDL=4.2psf;h=15ft;B=45ft;L=24ft;eave=4ft;Cat.Il; Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Extedor(2)-1-d-13 to 1-7-3,Interior(1)1-7-3 to 17-0-12 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 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,with BCDL=10.Opsf. 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)except Qt=1b)8=165, 12=229. 6)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 7)Segn:A0018166,Date:07/17/2014 LOAD CASE(S) Standard M. r N0.42704 : z STATE OF �NAI� William M. Ranieri, P c # 42704 Nss NSS YPe I lT.g No 014 728315 B4 MONOPRCH 1 1 Job Reference(optional) American Builder's Supply,Sanford,FL 32771 Run:7.520 s may 8 2014 Print:7.520 s May 8 2014 MTek Industries,Inc.Thu Jul 17 09:57:40 2014 Page 1 ID:c8A3zpKbMfNUP?GwJa8Yk9zZjN-gsMegpM9KdwLZipyt6sFPt4cZWtaK81 uA6VM6XyxCmf .t0—01 7-11-7 11-9 1 17-2-8 1. -0 7-11-7 3-9-10 5 5 7 2x4 11 Scale=1:61.4 600 12 7 Dead Load Dell.=1/8 in 18 3x4 3x4 6 3x6 5 4 4 3x4 3 17 2 1 11 12 19 cd? 3x4— N 3x6 I 10 9 B 2x4 11 3x4= 3x4 7-0 12 7-11-7 11-9 1 17-2$ 7-0-12 0 10 1 3-9-10 5 5 7 Plate Offsets(X,Y)- [2:0-3-5,0-1-5[ LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.61 Vert(LL) 0.10 12-15 >874 240 MT20 244/190 TCDL 10.0 Lumber Increase 1.25 BC 0.62 Vert(TL) -0.20 12-15 >456 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.15 Horz(TL) 0.05 8 n/a n/a BCDL 10.0 Code FBC2010/TPI2007 (Matrix-M) Weight:120 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No-2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins, except ' BOT CHORD 2x4 SP No.2'Except' end verticals. B2:2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 7-8,6-8 SLIDER Left 2x4 SP No.3 1-6-0 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 8=409/Mechanical,2=419/0-4-0 (min.0-1-8),12=621/0-8-8 (min.0-1-8) Max Horz2=340(LC 12) Max Uplift8=-157(LC 12),2=-38(LC 12),12=-187(LC 12) Max Grav8=467(LC 17),2=419(LC 1),12=666(LC 17) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-485/264 BOT CHORD 2-12=-382/324,4-11=-493/205 WEBS 6-8=-306/125 NOTES- (7) 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=4.2psf;h=15ft;B=45ft;L=24ft;eave=4ft;Cat.II; Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-4-13 to 1-7-3,Interior(1)1-7-3 to 17-0-12 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 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,with BCDL=10.Opsf. I 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 except Qt=1b)8=157, 12=187. 6)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 7)Segn:AO018167,Date:07/17/2014 LOAD CASE(S) Standard M. LICENSE"--. � f No.42704 STATE 8F oc �NAt� William M. Ranieri, P c # 42704 Truss Truss Type Dwg No 016 728315 BA A18c 4 7 1 1 Qty ply Job Reference o tional American Builders Supply,Sanford,FL 32771 Run:7.120 s May 8 fN2014 Print 7.520 s May 8 2014 MTek Industries,Inc. Thu Jul 17 09:57:40 2014 Page 1 ID:cBA3zpKbAUP7GwJa8Yk9zZjNIsMegpM9KdwLZipyt6sFpt4hyWsCK43uA6V M6XyxCmf IN71 -7-0 14 5 8 14,-11-8 3 4 0 4 1-12 411 1-12 2-10-0 3x4= 2x4 11 3x8= 2x4 I I 4x4= Scale=1:55.1 1 2 15 3 416 5 Dead Load Defl.=1/16 in 11 13 12 4x4= 2x4 II 4x4 1 d IV IVI. d 1 14 B1 Ia 10 9 8 7 6 2x4 11 3x4= 4x4= 4x6= 34-0 11-7-8 14-5$ 14,11-8 ~-34-0 8-38 2-10-0 LOADING(psf) SPACING- 2-M CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.26 Vert(LL) -0.13 8-9 >999 240 MT20 244/190 TCDL 10.0 Lumber Increase 1.25 BC 0.65 Vert(TL) -0.19 8-9 >874 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.40 Horz(TL) 0.00 7 n/a n/a BCDL 10.0 Code FBC2010/TP12007 (Matrix-M) Attic -0.11 8-9 884 360 Weight:166 Ib FT=20% LUMBER BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x6 SP No.2 end verticals. WEBS 2x4 SP No.3*Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. W 10:2x6 SP Not WEBS 1 Row at midpt 1-10,5-7,9-11,8-12 JOINTS 1 Brace at Jt(s):13 MiTak recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 10=606/Mechanical,7=623/0-6-0 (min.0-1-8) Max UpIift10=-123(LC 8),7=-116(LC 9) Max Grav 10=781(LC 18),7=815(LC 18) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-10=-829/168,1-2=-255/38,2-15=-264/41,3-15=-264/41,4-5=-251/37,7-14=-928/169, 5-14=-928/169 BOT CHORD 8-9=-37/254 WEBS 1-9=-116/800,9-11=-396/189,8-12=-408/188,5-8=-131/920,11-13=-146/421, 12-13=-146/421,3-11=-437/154,3-12=-461/159 NOTES- (11) 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=4.2psf;h=15ft;B=45ft;L=24ft;eave=4ft;Cat.ll; Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-4-0,Interior(1)3-4-0 to 14-3-12 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)Provide adequate drainage to prevent water ponding. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)'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. 5)Ceiling dead load(5.0 psf)on member(s).11-13,12-13 6)Bottom chord live load(40.0 psf)and additional bottom chord dead load(0.0 psf)applied only to room.8-9 7)Refer to girder(s)for truss to truss connections. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except Ot=1b)10=123, 7=116. 9)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 10)Attic room checked for U360 deflection. 11)Segn:AO018169,Date:07/17/2014 ■ LOAD CASE(S) Standard �.."""••..� LICENSE' No. 2704 s STATE OF William M. Ranieri, P c # 42704 Job I NSS I at G er Dv+9 No 017 ype 728315 BAG Flat Girder 1 Qty 1 Job Reference optional) American Builder's Supply,Sanford,FL 32771 Run:7.520 s MeYy 8 2014 Print:7.520 s May 8 2014 M7ek Industries,Inc.Thu Jul 17 09:57:42 2014 Page 1 ID:c8A3zpKbX P?GwJa8W.;jN-cETPFUOPsEA2oO2i_X,4V19uzKYFowgBdQ_TAPyxCmd 411-0 968 1458 1411-8 4 11-0 4-7-8 4-11-0 0-6-0 Scale=1:65.3 1 2 11 12 3 4 Dead Load Defl.=1/16 in cl II 4— 1 v 1 ?� 10 Ul 1111 -1 1111 B1 1111 AM 1111 10I� 9 13 14 158 16 17 18 7 19 20 21 6 5 3x8 I I HUS26 7x8_ HUS26 7x8= HUS26 6x6= HUS26 HUS26 HUS26 HUS26 HUS26 4-11-0 9-6-8 14-5-8 14 1)-8 411-0 4-7-6 4-11-0 Plate Offsets(X,Y)~ [6:0-3-0,0-4-0],[7:0-3-8,0-4-4],[8:0-4-0,044] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.87 Vert(LL) -0.05 7-8 >999 240 MT20 244/190 TCDL 10.0 Lumber Increase 1.25 BC 0.61 Vert(TL) -0.11 8-9 >999 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.64 Horz(TL) 0.00 6 n/a n/a BCDL 10.0 Code FBC2010/TP12007 (Matrix-M) Weight:171 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x6 SP No.2 end verticals. WEBS 2x4 SP No.3*Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. EV1,EV2:2x4 SP No.2,W6:2x6 SP No.2 WEBS 1 Row at midpt 1-8,2-8,3-8,3-7,4-7 2 Rows at 1/3 pts 1-9,4-6 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer REACTIONS. (Ib/size) 9=2337/Mechanical,6=2358/0-6-0 (min.0-2-13) Installation guide. Max Uplift9=-829(LC 4),6=-829(LC 5) Max Grav9=2346(LC 25),6=2404(LC 25) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-9=-1669/591,1-2=-687/234,2-11=-687/234,11-12=-687/234,3-12=-687/234, 3-4=-691/235,6-10=-1664/591,4-10=-1664/591 BOT CHORD 8-16=-235/691,16-17=-235/691,17-18=-235/691,7-18=-235/691 WEBS 1-8=-577/1696,2-8=-298/155,3-7=-294/148,4-7=-576/1696 NOTES- (11) 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=4.2psf;h=15ft;B=45ft;L=24ft;eave=4ft;Cat.ll; Exp C;Encl.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)Provide adequate drainage to prevent water ponding. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)*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,with BCDL=10.Opsf. 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)except Qt=1b)9=829, 6=829. 7)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 8)Use Simpson Strong-Tie HUS26(14-1 Od Girder,4-1 Od Truss,Single Ply Girder)or equivalent spaced at 2-1-8 oc max.starting at 0-1-12 from the left end to 14-3-4 to connect truss(es)B(1 ply 2x4 SP),B1 (1 ply 2x4 SP),B2(1 ply 2x4 SP),B3(1 ply 2x4 SP),B4(1 ply 2x4 SP)to front face of bottom chord. 9)Fill all nail holes where hanger is in contact with lumber. 10)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). _` ■ 11)Segn:A0018170,Date:07/17/2014 A'V;Is mr. LOAD CASE(S) Standard ���•���' ' 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 ..'LICE SE�'• ,� m Uniform Loads(plf) �� Vert:1-4=-60,5-9=-20 No.42704 � .. Continued on page 2 STATE OF • 0 Fill) i William M. Ranieri, P c # 42704 j6b uss Truss Type Qty pry �728315 BAG RDw9 No 017at Girder 1 1 Job Reference o tional American Buildees Supply,Sanford,FL 32771 Run:7.520 s May 82014 Pfik 7.520 s May 62014 Mi-Tek Industries,Inc. Thu Jul 17 09:57:42 2014 2 ID:c8A3zpKbMfNUPT(\wJa8Yk9zZjN cETPFUOPsEA2oOzL_XvIV19uzKYFowgBdQ_TAPyxCmd LOAD CASE(S) Standard Concentrated Loads(Ib) Vert:9=-397(F)6=-389(F)13=-454(F)15=-464(F)16=-464(F)18=-464(F)19=-464(F)21=-453(F) �"•'rLICENSE`'r� No.42704 STATE OF e� PO William M. Ranieri, P c # 42704 toss toss mmYDe Dwg No 018 728315 BX Coon 1 1 Job Reference(optional) American Builders Supply,Sanford,FL 32771 Run:7.520 s Mayy 8 2014 Print:7.520 s May-2014 MiTek industries,Inc.Thu Jul 17 09:57:43 2014 Page 1 ID:c8A3zpKbMfNUP?GwJa8Yk9zZbN-5R1 nSgO1 dYlvQ9YXYFQy1 WIA6kyRXRZKs4k1]syxCmc 6-7-8 11-11-8 1�0 6-7-8 5-4-0 5 Stale=1:33.5 Dead Load Defl.=1/16 in 6.D0 12 3x4 27 4 T 1 T 3x4 26 ST 3 2 1Li 7 6 34 11 U4 6-7-8 11-11-8 r 6.7-0 5-4-0 Plate Offsets MY)— [20-3-1,0-1-5] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.39 Vert(LL) 0.04 7-24 >999 240 MT20 244/190 TCDL 10.0 Lumber Increase 1.25 BC 0.36 Vert(TL) -0.10 7-24 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.42 Horz(TL) 0.02 2 n/a n/a BCDL 10.0 Code FBC2010/TPI2007 (Matrix-M) Weight:94 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 SP No.2 end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing SLIDER Left 2x4 SP No.3 1-6-0 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 2=561/0-4-0 (min.0-1-8),6=468/Mechanical Max Horz 2=247(LC 12) Max Uplift2=-119(LC 12),6=-165(LC 12) Max Grav2=561(LC 1),6=477(LC 17) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-344/0,3-26=-559/20,4-26=-499/39 BOT CHORD 2-7=-287/459,6-7=-230/459 WEBS 4-7=0/265,4-6=-554/276 NOTES- (10) 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=4.2psf;h=15ft;B=45ft;L=24ft;eave=4ft;Cat.Il; Exp C;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)-1-4-13 to 1-7-3,Interior(1)1-7-3 to 11-9-12 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) 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)Refer to girder(s)for truss to truss connections. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except(jt=1b)2=119, 6=165. 9)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 10)Segn:AO018171,Date:07/17/2014 LOAD CASE(S) Standard ■ s No.42704 STATE OF vc ;%*4 0 Rips.•' William M. Ranieri, P c # 42704 N55 I NSS I ypeI a+9 No 019 728315 Cil Jack-Open 8 1 _ Job Reference(optional) Arn==Bull Supply,Sanford,FL 32771 Run:7.520 s May 8 2014 Print:7.520 s May 8 2014 MTek Industries,Inc. Thu Jul 17 09:57:43 2014 Page 1 ID:c8A3zpKbMtNUP7GwJa8Yk9zZjN-5R1 nSg01 dYlvO9YXYFQy1 WiE 1 k1 hXX5Ks4k1 jsyxCmc 1 4 0 1-0-0 1-4-0 1-0-0 Scale=1:8.5 3 1 6.00 12 2 N T1 d B1 1 I>< 4 3x4= LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.14 Vert(LL) 0.00 7 >999 240 MT20 2441190 TCDL 10.0 Lumber Increase 1.25 BC 0.02 Vert(TL) 0.00 7 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 10.0 Code FBC2010/TP12007 (Matrix-M) Weight:6 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc purlins. BOT CHORD 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 2=183/0-6-0 (min.0-1-8),4=-25/Mechanical,3=5/Mechanical Max Horz2=55(LC 12) Max Uplift2=-112(LC 12),4=-25(LC 1),3=-6(LC 9) Max Grav2=183(LC 1),4=30(LC 12),3=8(LC 17) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- (7) 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=4.2psf;h=15ft;B=45ft;L=24ft;eave=4ft;Cat.ll; Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)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 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)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)4,3 except(jt=lb) 2=112. 6)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 7)Segn:A0018172,Date:07/17/2014 LOAD CASE(S) Standard LICENSE�� fe No.42704 STATE OF Nati William M. Ranieri, P c # 42704 Was Truss Type Qty ply -. Dwg NO 0211 728315 CJ1A JACK-OPEN 2 1 Job Reference(optional) American Builders Supply,Sanford,FL 32771 Run:7.520 s May 8 2014 Print:7.520 s May 8 2014 MiTek Industries,Inc. Thu Jul 17 09:57:44 2014 P 1 ID:c8A3zpKbMfNUP?GwJa8Yk9zZtN-Zdb9gAMsOm1J7j6yxBajFKk8KmG_LU4kTaFWm b 0-11-4 1 4 12 0-11 Scale=1:18.8 6.00 12 3 3x4 11 aa 2 d T1 1 cAl 4 N EV1 A Bt 5 3x,4= 4 0.11-t a�1-a LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.47 Vert(LL) -0.00 5 >999 240 MT20 244/190 I TCDL 10.0 Lumber Increase 1.25 BC 0.22 Vert(TL) -0.00 5 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.05 3 n/a n/a BCDL 10.0 Code FBC2010/TP12007 (Matrix-M) Weight:9 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 0-11-4 oc purlins, except BOT CHORD 2x4 SP No.2 end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 5=227/0-5-4 (min.0-1-8),4=-3/Mechanical,3=-65/Mechanical Max Horz 5=129(LC 12) Max Uplift5=-64(LC 8),4=-152(LC 12),3=-67(LC 19) Max Grav5=230(LC 19),4=98(LC 10),3=32(LC 10) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- (7) 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=4.2psf;h=15ft;B=45ft;L=24ft;eave=4ft;Cat.Il; I Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Extedor(2)zone;cantilever left and right exposed;end vertical 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)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)5,3 except Qt=lb) 4=152. 6)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 7)Segn:AO018173,Date:07/17/2014 LOAD CASE(S) Standard LICENSE�:���� f No.427 ' SAT/A�TE{ OF oc %X as0�R10too* s....... � .� �NAI� William M. Ranieri, P c # 42704 Truss I nuss I ype 728315 CAH H Jadc-0pen 8 t 13N9 No 021 Job Reference(optional) _ American Builders Supply,Sanford,FL 32771 Run:7.520 s May 8 2014 Print 7.520 s May 8 2014 MITek Industries,Inc. Thu Jul 17 09:57:44 2014 Pag 1 ID:cBA3zpKbMfNUP?GwJa8Yk9zZBN-Zdb9gAPfOsOm 1 J7j6yxBajFOv8NhG_LU4kTaFl 7.b 1 4 0 7-0-0 1 4 0 1-0-0 Scale=1:9.4 3 B.00 V2 2 qq T1 1 B1 4 5 3118 II 1-0-0 Plate Offsets(X,Y)- [5:0.4-8,0-1-8) — LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) /deft Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.20 Vert(LL) 0.00 5 >999 240 MT20 244/190 TCDL 10.0 Lumber Increase 1.25 BC 0.04 Vert(TL) 0.00 5 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 10.0 Code FBC2010fTP12007 (Matrix-M) Weight:6 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP Not TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc purlins, except BOT CHORD 2x4 SP No.2 end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 5=211/0-3-0 (min.0-1-8),4=-13/Mechanical,3=-38/Mechanical Max Horz5=57(LC 12) Max Uplift5=-118(LC 12),4=-13(LC 1),3=-38(LC 1) Max Grav5=211(LC 1),4=9(LC 3),3=28(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- (7) 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=4.2psf;h=15ft;B=45ft;L=24ft,eave=4ft;Cat.II; Exp C;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)zone;cantilever left and right exposed;C-C for members and forces 8 MWFRS for reactions shown;Lumber DOL=1.60 plate grip D0L=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)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)4,3 except Qt=lb) 5=118. 6)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 7)Segn:A0018174,Date:07/17/2014 LOAD CASE(S) Standard LICENSE�•;� No.427Q4 z STATE OF William M. Ranieri, P c # 42704 Job I Nss ype I 728315 CJ2F Jack-Open 2 1 Job Reference(optional) Dwg No 022 American Builders Supply,Sanford,FL 32771 Run:7.520 s May 8 2014 Print:7.520 s May 8 2014 MTek Industries,Inc.Thu Jul 17 09:57:45 2014 Page 1 ID:cBA3zpKbMfNUP?GwJa8Yk9zZjN-1 p9XtWQH99Ydf rhwgfSQ6xnb?Xj5?RadJOD7nkyxCma -1-4-0 2-0-0 1-4-0 2-0-0 Scale=1:7.6 8 3 3.00 12 2 T1 1 B1 >< 4 3x4= 2-0-0 --- - 2-0-0 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.11 Vert(LL) -0.00 7 >999 240 MT20 244/190 TCDL 10.0 Lumber Increase 1.25 BC 0.03 Vert(TL) -0.00 7 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 3 n/a n/a BCDL 10.0 Code FBC2010ITP12007 (Matrix-M) Weight:8 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 2=190/0-6-0 (min.0-1-8),4=13/Mechanical,3=38/Mechanical Max Horz 2=36(LC 12) Max Uplift2=-98(LC 12),3=-13(LC 12) Max Grav2=190(LC 1),4=31(LC 3),3=38(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- (7) 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=4.2psf;h=15ft;B=45ft;L=24ft;eave=4ft;Cat.Il; Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-4-7 to 1-7-9,Interior(1)1-7-9 to 1-11-14 zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber D0L=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)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)2,3. 6)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 7)Segn:AO018175,Date:07/17/2014 LOAD CASE(S) Standard LICE MSE••.{Ilk �, N0.42704 STATE OF ' 4.4 0 Rtp�0 William M. Ranieri, P c # 42704 ruse I cuss I ype 728315 C.13 Jack4)pen 6 1 Job Reference(optional) Dwg No 023 Arnwican Builders Supply,Sanford,FL 32771 Run:7.520 s May 8 2014 Print:7.520 s May 8 2014 M7ek Industries,Inc. Thu Jul 17 09:57:45 2014 Paggee 1 140 ID:c8A3zpKbMf UP?GwJa8Yk9zZjN-1p9XtWQH99YdfrhwgfSQ6xnazXiO?RadJOD7nkMa 3 — 3-M Scale=1:13.5 3 6.00 F12 6 T1 2 EV1 1 B1 4 5 3x6 I 30-0 30-0 � Plate Offsets O,YI-- [5:03-8,0-1-81 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.18 Vert(LL) -0.00 4-5 >999 240 MT20 244/190 TCDL 10.0 Lumber Increase 1.25 BC 0.07 Vert(TL) -0.01 4-5 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 3 n/a n/a BCDL 10.0 Code FBC2010/TPI2007 (Matrix-M) Weight:12 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins, except BOT CHORD 2x4 SP No.2 end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. Lb MiTek recommends that Stabilizers and required cross bracing e installed during truss erection,in accordance with Stabilizer Installation guide.___ REACTIONS. (Ib/size) 5=230/0-4-0 (min.0-1-8),3=63/Mechanical,4=23/Mechanical Max Horz 5=91(LC 12) Max Uplift5=-95(LC 12),3=-36(LC 12) Max Grav 5=230(LC 1),3=67(LC 17),4=50(LC 3) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- (7) 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=4.2psf;h=15ft;B=45ft;L=24ft;eave=4ft;Cat.Il; Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-4-13 to 1-7-3,Interior(1)1-7-3 to 2-11-4 zone;cantilever left and right exposed;C-C for members and forces 8 MWFRS for reacfions 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)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)5,3. 6)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 7)Segn:A0018176,Date:07/17/2014 LOAD CASE(S) Standard ail ��``'�LICEfVSE�•;� m N0.427Q4 1 5 i STATE OF o� r ss�7NA1.�� William M. Ranieri, P c # 42704 Job Truss NSS yp@ ' �O�4 Dn No 728315 CJ3A JACK-0PEN 2 1 �J.bRf.mea�no.e . nal American Builder's Supply,Sanford,FL 32771 Run:7.520 s Mayy 8 2014 Print:7.520 s May 8 2014 M7ek Industries,Inc.Thu Jul 17 09:57:45 2014 Pa 1 ID:c8A3zpKbJAUP?GwJa8Yk9zZjN-1 p9XtWQH99Ydf rhwgfSQ6xnOTXc1?RadJOD7nk7.a -11-4-02-11-4 1 4-12 2-11-4 Scale=1:23.6 3 6.00 12 6 b 5S II 2 1 1 ch B1 5 4 4x6= 2-11-4 r 2-11-4 Plate Offsets(X)r)77 [2:0-3-0,Edgel — LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.90 Vert(LL) 0.03 4-5 >999 240 MT20 244/190 TCDL 10.0 Lumber Increase 1.25 BC 0.48 Vert(TL) 0.03 4-5 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) -0.20 3 n/a n/a BCDL 10.0 Code FBC2010/TPI2007 (Matrix-M) Weight:15 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-11-4 oc purlins, except BOT CHORD 2x4 SP No.2 end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MITek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 5=234/0-5-4 (min.0-1-8),3=57/Mechanical,4=24/Mechanical Max Horz 5=163(LC 12) Max Uplift5=-29(LC 8),3=-77(LC 12),4=-48(LC 12) Max Grav5=234(LC 1),3=78(LC 17),4=57(LC 10) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- (7) 1)Wind:ASCE 7-10;VuIt=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=4.2psf;h=15ft;B=45ft;L=24ft;eave=4ft;Cat.II; Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-5-9 to 1-6-7,Interior(1)1-6-7 to 2-10-8 zone;cantilever left and right exposed;end vertical 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)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)5,3,4. 6)"Semi-rigid pitchbreaks including heels'Member end fixity model was used in the analysis and design of this truss. 7)Segn:A0018177,Date:07/17/2014 LOAD CASE(S) Standard M. LICENSE�•;��,a N0.42704 STATE OF 4. William M. Ranieri, P c # 42704 Hiss russ ype Lly Fly Dwg No 025 728315 CJS Jack-0pen 2 1 Job Reference(optional) Arrrxic'an Builders Supply,Sanford,FL 32771 Run:7520 s May 8 2014 Pmt 7.520 s Ma 8 2014 11 Industries,Inc.Thu Jul 1709:57:462014 1 ID:c8A3zpKbMNUPTGwJa8Yk9zZjN-VOjv5sRwwTgUHdG6DNzff8KgD�ftZkugnY2yhJB mZ 1 4 D 5-D-0 1�0 5-0-0 Scale=1:19.1 3 6.00 12 7 T1 6 2 1 81 111 4 5 3x6 11 5-0-0 5-0-0 Plate Offsets(x,Y)- [5:0-3 0-1-8] _ _ - LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.40 Vert(LL) 0.05 4-5 >999 240 MT20 244/190 TCDL 10.0 Lumber Increase 1.25 BC 027 Vert(TL) -0.07 4-5 >857 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) -0.02 3 n/a n/a BCDL 10.0 Code FBC201 Q/TP12007 (Matrix-M) Weight:18 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins, except BOT CHORD 2x4 SP No.2 end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide_ _ REACTIONS. (lb/size) 5=299/0-4-0 (min.0-1-8),3=124/Mechanical,4=53/Mechanical Max Horz 5=127(LC 12) Max Uplift5=-97(LC 12),3=-71(LC 12) Max Grav5=299(LC 1),3=128(LC 17),4=89(LC 3) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-5=-256/224 NOTES- (7) 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=4.2psf;h=15ft;B=45ft;L=24ft;save=oft;Cat.II; Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-4-13 to 1-7-3,Interior(1)1-7-3 to 4-11-4 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 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 3-0-0 tall by 2-M wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to buss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)5,3. 6)•Semi-rigid pitchbreaks including heels'Member and fixity model was used in the analysis and design of this truss. 7)Segn:A0018178,Date:07/17/2014 LOAD CASE(S) Standard M. •Ll ENSE''.. m N0.42704 STATE OF 0 R11011 NAI William M. Ranieri, P c # 42704 Job Truss russ ype -— Dwg No 026 728315 CJSA JACK-OPEN 2 �J.b erence{optional American Builders Supply,Sanford,FL 32771 Run:7.520 s May 8 2014 Print:7.520 s May 8 2014 MiTek Industries,Inc. Thu Jul 17 09:57:46 2014 Page 1 2D:08A3zpKbMfNUP?GwJa8Yk9zZjjN-VOjv5sRwwTgUHdG6DNzffBKbvxuDkugnY2yhJByxCmZ -11,4-1 12 4-11-4 Scale=1:28.3 3 6.00 12 7 1 4x4 11 6 2 R 0 N 1 4 B1 5 4 5x6 MT2011 11 411-4 4114 Plate Offsets QX, [2:0-2-0,0-1-121 - LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.74 Vert(LL) 0.13 4-5 >453 240 MT20 244/190 TCDL 10.0 Lumber Increase 1.25 BC 0.74 Vert(TL) 0.11 4-5 >524 180 MT20H 187/143 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) -0.45 3 n/a n/a BCDL 10.0 Code FBC2010ITP12007 (Matrix-M) Weight:21 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-11-4 oc purlins, except BOT CHORD 2x4 SP No.2 end verticals. WEBS 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 REACTIONS. (Ib/size) 5=302/0-5-4 (min-0-1-8),3=123/Mechanical,4=50/Mechanical Installation guide. Max Horz5=199(LC 12) Max Uplift5=-28(LC 12),3=-105(LC 12),4=-28(LC 12) Max Grav5=302(LC 1),3=139(LC 17),4=90(LC 3) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-5=-257/196 NOTES- (8) 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=4.2psf;h=15ft;B=45ft;L=24ft;eave=4ft;Cat.Il; Exp C;Encl.,GCpi=0.18;MW FRS(directional)and C-C Extedor(2)-1-5-9 to 1-6-7,Interior(1)1-6-7 to 4-10-8 zone;cantilever left and right exposed;end vertical left exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)All plates are MT20 plates unless otherwise indicated. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)'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. 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)5,4 except Qt=1b) 3=105. 7)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 8)Segn:A0018179,Date:07/17/2014 LOAD CASE(S) Standard LICENSE � t No.42704 STATE OF NZOR11).0 -w- NAl William M. Ranieri, P c # 42704 i cussTruss Type Qty ply Dwg No 034 728315 D COrnngn 4 1 Job Reference(optional) American Builder's Supply,Sanford,FL 32771 Run:7.520 s M■y 8 2014 Print 7.520 s May 8 2014 MTek Industries,Inc. Thu Jul 17 09:57:47 2014 age 1 ID:c8A3zpKbMfNUP?GwJa8Yk9z�N-zCHIICRYhnoLvnrin4UuCMt1nLA1 THZwnhiEsdyxCmY 1-4-0_ 7-7-8 14-11 22-3-8 29-11-0 0 7-7-8 7-4-0 7-" 7-7-8 Scale=1:51.7 4x4= Dead Load Dell.=5/16 in 6.00 12 6 23 24 3x4 3x4 2x4\\ 5 7 4 8 25 3x4 3x4 3 22 9 2 10 �1 13 26 12 27 11 3x4= 4x6= 3x4= 3x8 II 3x8 I I 10-0-5 19-10-11 29-11-0 10-0-5 9-10-6 10-0-5 Plate Offsets QX Y)` [2.0-4-1 Edge] [10.0-4-1 Edge] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.80 Vert(LL) -0.4211-13 >851 240 MT20 244/190 TCDL 10.0 Lumber Increase 1.25 BC 0.95 Vert(TL) -0.71 11-13 >506 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.29 Horz(TL) 0.08 10 n/a n/a BCDL 10.0 Code FBC2010/TP12007 (Matrix-M) Weight: 142 Ib FT=20% LUMBER- BI2ACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD 2x4 SP No.2'Except' BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. B2:2x4 SPM 30 MiTek recommends that Stabilizers and required cross bracing WEBS 2x4 SP No.3 be installed during truss erection,in accordance with Stabilizer SLIDER Left 2x4 SP No.3 1-6-0,Right 2x4 SP No.3 1-6-0 Installation guide. REACTIONS. (Ib/size) 2=1283/0-6-0 (min.0-1-8),10=1195/0-6-0 (min.0-1-8) Max Horz 2=204(LC 11) Max Uplift2=-344(LC 12),10=-277(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-1051/0,3-22=-1960/550,4-22=-1886/574,4-5=-1759/556,5-23=-1670/569, 6-23=-1661/581,6-24=-1672/605,7-24=-1681/592,7-8=-1771/579,8-25=-1818/597, 9-25=-1969/580,9-10=-1048/21 BOT CHORD 2-13=-428/1791,13-26=-202/1183,12-26=-202/1183,12-27=-202/1183,11-27=-202/1183, 10-11=-430/1690 WEBS 6-11=-174/761,8-11=-421/268,6-13=-168/745,4-13=-415/266 NOTES- (8) 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=4.2psf;h=15ft;B=45ft;L=30ft;eave=4ft;Cat.II; Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-4-13 to 1-7-3,Intedor(1)1-7-3 to 14-11-8,Exterior(2)14-11-8 to 17-11-8 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 3)Plate(s)at joint(s)12 checked for a plus or minus 4 degree rotation about its center. 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,with BCDL=10.Opsf. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except Qt=1b)2=344, 10=277. 7)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 8)Segn:A0018187,Date:07/17/2014 LOAD CASE(S) Standard `A ■ ,� LICENSE�:� a f N0.42704 s STATE OF Jo d ��d R1D,.�.•i��v William M. Ranieri, P c # 42704 job I Nss Truss Type T 728315 D1 Common 4 1 Dwg NO 027 Job Reference o Lionel American Builders Supply,Sanford,FL 32771 Run:7.520 a May 8 2014 Pratt 7.520 s May 8 2014 MTek Industries,Inc.Thu Jul 17 09:57:48 2014 Paye 1 IDx$A3zpKbMflV UP?GwJa8Yk9zZj N-ROrgW YSAR4xCWxOVLo?7kZPyolVpCcx4?LRo03yxCmX 1 4 0 7-7-0 14-11-8 22-3-8 26-5-0 1 4 0 7-7-8 7-4-0 7-40 4-1-8 4x4= Scale=1:49.4 Dead Load Defl.=5/16 in 6.00 12 6 18 19 3x4 2x4\\ 5 U4 4 7 20 Cl 2x4 11 8 3x4 3 17 qq 2 N �1 12 11 21 10 9 3x4= 3x4= 3x4= 3x6= 3x8 11 f 10-0-5 19-10-11 265-0 Plate Offsets(X,Y)- [2:0-4-1,Edge] 10.0-5 9-10-6 6.6-5 LOADING(psi) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.65 Vert(LL) -0.4210-12 >750 240 MT20 244/190 TCDL 10.0 Lumber Increase 1.25 BC 0.98 Vert(TL) -0.71 10-12 >444 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.79 Horz(TL) 0.06 9 n/a n/a BCDL 10.0 Code FBC2010/fP12007 (Matrix-M) Weight:139 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-7-5 oc purlins, except BOT CHORD 2x4 SP No.2 end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. SLIDER Left 2x4 SP No.3 1-6-0 MITek recommends that Stabilizers and required cross bracing be Installed during truss erection,in accordance with Stabilizer REACTIONS. (lb/size) 2=1137/0-6-0 (min.0-1-8),9=1049/Mechanical Installation guide. Max Horz2=177(LC 11) Max Uplift2=-307(LC 12),9=-246(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-948/0,3-17=-1664/466,4-17=-1534/489,4-5=-1487/471,5-18=-1397/485, 6-18=-1388/497,6-19=1070/431,7-19=1168/417 BOT CHORD 2-12=1121/1532,11-12=-192/912,11-21=192/912,10-21=-192/912,9-10=-268/900 WEBS 4-12=-422/268,6-12=-171/761,6-10=-35/266,7-9=-1306/386 NOTES- (8) 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2pst BCDL=4.2psf,h=15ft;B=45ft;L=26ft;eave=4ft;Cat.11; Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-111-13 to 1-7-3,Interior(1)1-7-3 to 14-11-8,Exterior(2)14-11-8 to 17-11-8 zone;cantilever left and right exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcument with any other live loads. 4)'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-"wide will fit between the bottom chord and any other members,with BCDL=10.Opsf. 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)except at--lb)2=307, 9=246. 7)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 8)SegnA0018180,Date:07/17/2014 LOAD CASE(S) Standard ISI■ ��. . LICENSE•••:��m t _ NOR 42704 TATE 0 mss%•4ORtD,.••' �'.......-� �NAIti William M. Ranieri, P c # 42704 Job rUSS Truss Type Dwg No 028 728315 D3 Roof Special Girder 1 t Job Reference(optional) American Builder's Supply,Sanford,FL 32771 Run:7.520 s May 8 2014 Print.7.520 s May 8 2014 Mi rek Industries,Inc.Thu Jul 17 09:57:49 2014 Page 1 ID:c8A3zpKbMfN U P?GwJa8Yk9z4N-vbO2juToCO3384?hvVXM H ny6r9vlx0uDE?BLwWyxCmW 9-2 70-0 4 13-7-0 20-30 2448-15 29-11-0 31-3-0, 1�0 30-0 39-2 3-12 3 0 12 6_8-0 45 15 5 2-2 1 4 0 Scale=1:53.0 4x4— Dead Load Deft.=5/8 in 7 3x4 4x10 NAILED 8 = = 6.00 F12 Special 2x4 ii 3x8= 4X8 3 NAILED 4 NAILED 5 3x4 27 28 29 WB 1 9 0 10 N B3 82 2 1t,o,N �1Tff—nu b°bl 19 31 18 32 33 17 t6 15 14 13 12 4x6= 2x4 NAILED 4x12- NAILED 5x10 MT20H WB= 4x10= 3x4 2x4 I I 4x6 11 Special NAILED 2x4 3x4= HUS26 3-0-0 6 9 2 10-0 4 137-0 20-3-0 24�15 29-11-0 30-0 39-2 39-2 3-0-12 6-8-0 4515 5-2-2 Plate Offsets(X,Y)- [3:0-7-8,0-2-01,[10:0-3-5 0-0-51 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.76 Vert(LL) -0.42 15 >848 240 MT20 244/190 TCDL 10.0 Lumber Increase 1.25 BC 0.71 Vert(TL) -1.06 14-15 >338 180 MT20H 187/143 BCLL 0.0 ' Rep Stress Incr NO WB 0.94 Horz(TL) 0.13 10 n/a n/a BCDL 10.0 Code FBC2010/TP12007 (Matrix-M) Weight:164 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No-2*Except* TOP CHORD Structural wood sheathing directly applied or 2-1-13 oc purlins. T3:2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 6-4-7 oc bracing. BOT CHORD 2x4 SP M 30*Except* WEBS 2 Rows at 1/3 pts 6-14 81:2x6 SP 2400E 2.OE,63:2x4 SPM 31 Fbe Tek recommends that Stabilizers and required cross bracing WEBS 2x4 SP No.3'Except' installed during truss erection,in accordance with Stabilizer W8:2x4 SP No.2 stallation guide OTHERS 2x4 SP No.3 WEDGE Left:2x4 SP No.3 SLIDER Right 2x4 SP No.3 1-6-0 REACTIONS. (Ib/size) 2=1536/0-6-0 (min.0-1-8),10=1429/0-6-0 (min-0-1-11) Max Horz2=-141(LC 6) Max Uplift2=-446(LC 8),10=-394(LC 8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-2496/646,3-27=-4400/1172,27-28=-4400/1172,4-28=-4400/1172,4-29=-4400/1172, 29-30=-4400/1172,5-30=-4400/1172,5-6=-5959/1547,6-7=-2105/551,7-8=-2076/567, 8-9=-2260/565,9-10=-1026/126 BOT CHORD 2-19=-500/2178,19-31=-495/2170,18-31=-495/2170,18-32=-1501/5981,32-33=-1501/5981, 17-33=-1501/5981,16-17=-1500/5978,15-16=-1501/5981,14-15=-1461/5962, 13-14=-402/1952,12-13=-402/1952,10-12=-402/1952 WEBS 3-18=-649/2469,5-18=-1751/466,5-17=-151/579,5-15=-456/474,6-15=-243/287, 6-14=-4297/1171,7-14=-330/1443,8-14=-263/139 NOTES- (14) 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=4.2psf;h=15ft;B=45ft;L=30ft;eave=4ft;Cat.ll; Exp C;Encl.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;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 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 fits 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)except(jt=1b)2=446, M 10=394. 8)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. ��,• 9)Use Simpson Strong-Tie HUS26(14-1Od Girder,4-1Od Truss,Single Ply Girder)or equivalent at 10-6-4 from the left end to connect � LICENSE [� truss(es)GG(1 ply 2x6 SP)to front face of bottom chord. 10)Fill all nail holes where hanger is in contact with lumber. : No.42704 ' 11)"NAILED"indicates 3-10d(0.148"x3")or 3-12d(0.148"x3.25")toe-nails.For more details refer to MiTek's ST-TOENAIL Detail. ; Continued on page 2 z STATE OF :. 0 a IDlt-," William M. Ranieri, P c # 42704 Job toss -I Truss ype—- Dwg No 028 728315 D3 Roof Special Girder 1 1 Job Reference o tional American Builder's Supply,Sanford,FL 32771 Run:7.520 s May 8 2014 Print:7.520 s May 8 2014 Mfrek Industries,Inc.Thu Jul 17 09:57:49 2014 Page 2 NOTES- (14) I D:c8A3zp Kb MfN U P?GwJa8Yk9zZj N-vbO2juToC03384?hvVXMH ny6r9vlxO uD E?BLwWyxCm W 12)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)138 Ib down and 130 Ib up at 3-0-0 on top chord,and 55 Ib down and 33 Ib up at 3-0-0 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. 13)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). 14)Segn:A0o18181,Date:07/17/2014 LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-3=-60,3-6=-60,6-7=-60,7-11=-60,20-23=-20 Concentrated Loads(lb) Vert:3=14(F)19=19(F)17=-417(F)27=-3(F)29=-3(F)30=-3(F)31=-4(F)32=-4(F)33=-4(F) M. LICENSE c No.427p4 STATE OF a�`�'••<8 RCDt�•' '� William M. Ranieri, P c # 42704 ,�--' niss hiss Type 728315 D5 !toot Special 1 1 Dag No 029 Job Reference(optional) American Builder's Supply,Sanford,FL 32771 Run:7520 Is May 8 2014 Pmt 7520 s May 8 2014 MTek Industries,Inc.Thu Jul 17 09.57.49 2014 rage 1 I D:c8A3zpKbMMU P?GwJa8YkgzZjN-vb02IuToC03384?hWXMHny8g9w7x6YDE?BLW WyxCmW 1 4-0 5 0 0 10-3-8 15-7-020 3 3-0 24-5-8 29-11-0 310 3 3 1 4 0 5 0 0 58 58 48-0 4-2-0 5-5-8 I_" Scale=1:53.0 Dead Load Defl.=7/16 in 4x4= 7 4x4— 2x4 II 4x4= 2, 29 2x4 i 6.00 12 4 5 8 26 27 3x4� 24 3x4 23 30 9 N 3 10 O 2 11 1 14 13 12 3x8 11 3x10= 4x8= 34= 3x8 11 10-3-8 203-0 29-11-0 103-8 9-11-8 1 9-" Plate Offsets(XY)— [2:0.41 Edge] [10:0-4-1 Edge] LOADING(psf) SPACING- 2-0-0 CSL T DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.58 Vert(LL) -0.2212-14 >999 240 MT20 244/190 TCDL 10.0 Lumber Increase 1.25 BC 0.66 Vert(TL) -0.65 12-14 >549 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.51 Horz(TL) 0.10 10 n/a n/a BCDL 10.0 Code FBC2010fTP12007 (Matrix-M) Weigh:1451b FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-0-6 oc purlins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 7-9-10 oc bracing. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 6-12 SLIDER Left 2x4 SP No.3 1-6-0,Right 2x4 SP No.3 1-6-0 FMlTek recommends that Stabilizers and req�Stabilizer be installed during truss erection,in accord Installation guide REACTIONS. (Ib/size) 2=1281/0-6-0 (min.0-1-8),10=1281/0-6-0 (min.0-1-8) Max Horz2=-141(LC 10) Max Uplift2=-342(LC 12),10=-342(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-1124/33,3-23=-1976/648,23-24=-1963/650,4-24=-1952/663,4-25=-2889/912, 25-26=-2889/912,5-26=-2889/912,5-27=-2889/912,6-27=-2889/912,6-28=-1776/569, 7-28=-1716/580,7-29=-1718/582,8-29=-1771/570,8-30=-1971/631,9-30=-1984/616, 9-10=-1014/56 BOT CHORD 2-14=-488/1702,13-14=-874/3065,12-13=-874/3065,10-12=-472/1708 WEBS 4-14=-352/1351,5-14=-362/203,6-12=-1794/663,7-12=-342/1244,8-12=-259/167 NOTES- (8) 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=4.2psf;h=15ft;B=45ft;L=30ft;eave=4ft;Cat.Il; Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-4-13 to 1-7-3,Interior(1)1-7-3 to 5-0-0,Exterior(2)5-0-0 to 8-0-0, Interior(1)15-7-0 to 31-3-13 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 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)except Qt=1b)2=342, 10=342. 7)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 8)Segn:AO018182,Date:07/17/2014 LOAD CASE(S) Standard LICENSE�:��� r No.427Q4 z STATE �F `�s�aNAI��V William M. Ranieri, P c # 42704 Job cuss rues ype Dag No�3O 728315 D7 Roof Special 1 1 �JobReference(optional) American Builders Supply,Sanford,FL 32771 Run:7.520 s May 8 2014 Print:7.520 s May 8 2014 MTek Induce,Inc. Thu Jul 17 09:57:50 2014 Page 1- I D:c8A3zpKbMfN U8 EatSD2bp_VGRYD_gZ3 MTfwuSyyxcmV 1�0 7-0-0 12-3 8 17-7-0 20'0 24-58 29-11-0 31-3-0 1 4-0 7-0 0 5 3 8 5 3 8 2 8 0 4 2-8 55-8 1 4-0 Scale=1:53.0 Dead Load Deft.=5116 in 4x4= 4x4= 7 4x4= 4 3x4— 6.00 12 29 2x4 i 26 27 28 8 25 3x4 3 24 3x4 v 309 2 1 10 11� 15 14 13 12 3x8 11 3x4— 4x6— 3x4= 3x8= 3x8 II 8-11-4 17-7-0 20 3 0 29-11-0 8-11-4 8-7-12 2-8-0 g g 0 Plate Offsets(X Y)- [2:0.4-1 Edge] [10:0-4-1 Edge] LOADING(psf) SPACING- 2-M CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.77 Vert(LL) -0.1712-22 >999 240 MT20 244/190 TCDL 10.0 Lumber Increase 1.25 BC 0.87 Vert(TL) -0.4913-15 >726 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.56 Horz(TL) 0.11 10 n/a n/a BCDL 10.0 Code FBC2010/TPI2007 (Matrix-M) Weight:151 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP Not TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 7-5-11 oc bracing. WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing SLIDER Left 2x4 SP No.3 1-6-0,Right 2x4 SP No.3 1-6-0 be installed during truss erection,in accordance with Stabilizer REACTIONS. (Ib/size) 2=1281/0-6-0 (min-0-1-8),10=1281/0-6-0 (min.0-1-8) Installation guide. — Max Horz 2=-141(LC 10) Max Uplift2=-342(LC 12),10=-342(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-918/0,3-24=-1945/605,24-25=-1867/616,4-25=-1855/627,4-26=-1927/661, 526=4927/661,5-27=-2254/759,27-28=-2254/759,6-28=-2254/759,6-7=4726/603, 7-29=-1699/590,8-29=-1755/578,8-30=-1962/641,9-30=-1974/626,9-10=-1124/34 BOT CHORD 2-15=-440/1657,14-15=-616/2245,13-14=-616/2245,12-13=-587/2250,10-12=-480/1702 WEBS 4-15=413/603,5-15=-486/234,6-12=-1288/462,7-12=-395/1286,8-12=-267/166 NOTES- (8) 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=42psf;h=15ft;B=45ft;L=30ft;eave=4ft;Cat.Il; Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-4-13 to 1-7-3,Interior(1)1-7-3 to 7-0-0,Exterior(2)7-0-0 to 10-0-0, Interior(1)17-7-0 to 31-3-13 zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip D0L=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)except 0t=1b)2=342, 10=342. 7)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 8)Segn:AO018183,Date:07/17/2014 LOAD CASE(S) Standard M M. rL:� •� ICENSC%% No.42704 STATE OF tt ~•..• OO William M. Ranieri, P c # 42704 n,ss Truss Type ���D-g�1.. 7283,5 09 HipQty, 1 Job Reference(optional) American Builders Supply,Sanford.FL 32771 Run:7.520 s May 8 2014 Pmt 7.520 s May 81014 MiTek Inousmes,Inc.Thu Jul 17 0947.51 1014 rage r ID:c8A3zpImMfNUP?GwJa8Yk9zZgN-szWo8ZV2k?JnNO94OwZgMC1 VcyaZPOxWhJgS?OyxCmU 1�0 4 8 14 9-0-0 _ _ 14-11-8 20.11-0 25-2-3 29 11-0 31-3-0 1�0 4 8 14 4-3-3 5-11-8 5-11-8 4 3 2 4513 1�0 Sole=1:522 Dead Load Defl.=3/16 in 4x4= 3x8= 4x4= 5 25 26 6 27 28 7 6.00 12 2X4 2x4 4 8 N 3x4 3x4 3 24 29 9 10 2 ,1 1 15 14 13 12 3x8= 3x4= 3x8= 3x8 I I 3x8 I I 2x4 I I 9-0-0 14-11-8 20-11-0 29-11-0 9.0-0 5-11-8 5 11 8 9-0-0 Plate Offsets(X,Y)- [2:0-4-1,Edgej,[10:0-4-1,Edge1 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) /deft L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.55 I Vert(LL) -0.12 15-18 >999 240 MT20 244/190 TCDL 10.0 Lumber Increase 1.25 BC 0.79 Vert(TL) -0.32 15-18 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.52 Horz(TL) 0.11 10 n/a n/a BCDL 10.0 Code FBC2010/TP12007 (Matrix-M) Weight:158 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-3-14 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 7-10-15 oc bracing. WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing SLIDER Left 2x4 SP No.3 1-6-0,Right 2x4 SP No.3 1-6-0 be installed during truss erection,in accordance with Stabilizer Installation uide. REACTIONS. (Ib/size) 2=1281/0-6-0 (min.0-1-8),10=1281/0-6-0 (min.0-1-8) Max Horz2=-133(LC 10) Max Uplift2=-342(LC 12),10=-342(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-1038/75,3-24=-1987/690,4-24=-1974/703,4-5=-1785/625,5-25=-1573/613, 25-26=-1573/613,6-26=-1573/613,6-27=-1573/613,27-28=-1573/613,7-28=-1573/613, 7-8=-1785/625,8-29=-1974/703,9-29=-1987/690,9-10=-1038/75 BOT CHORD 2-15=-524/1713,14-15=493/1876,13-14=-493/1876,12-13=-493/1876,10-12=-539/1713 WEBS 515=-94/498,6-15=-481/174,6-12=-481/174,7-12=-94/498 NOTES- (8) 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=4.2psf;h=15ft;B=45ft;L=30ft;eave=4ft;Cat.Il; Exp C;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)-1-4-13 to 1-7-3,Intedor(1)1-7-3 to 9-0-0,Extedor(2)9-0-0 to 25-4-0, Interior(1)25-4-0 to 31-3-13 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 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)except Qt=lb)2=342, 10=342. 7)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 8)Segn:AO018184,Date:07/17/2014 LOAD CASE(S) Standard ` A M. s No. 2704 9 s STATE aF :� OvyAI�� William M. Ranieri, P c # 42704 Job I Nss Truss Type Qty Pry 728315 D11 Hip 1 1 1 DA9 No 032 Job Reference o al American Builder's Supply,Sanford,FL 32771 Run:7.520 sMay B 2014 Print:7.520 s May 8 2014 MTek Industries,Inc.Thu Jul 17 09:57:51 2014 Page 1 ID.c8A3zpKbmvup?GwJa8Yk9z7 jN-szWo8ZV2k?JnNO940wZgMC1 UtyYkP6JWhJgS?Oy)cCmU 1 4 0 6-0-13 11-0.0 18-11-02310 3 29-11-0 1 4 0 613 411-3 7-11-0 4-11-3 6-0-13 Scale=1:51.0 Dead Load Defl.=5/16 in 5x6= 5x6= 5 23 2425 6 6.00 F12 2x4 22 26 204 4 W3 7 4 3x4 27 <6 3x4 3 21 8 2 9 1 12 11 28 29 10 3x8 II 3x8 4x4 3x4 3x8 II 10-0-13 19-10-3 29-11-0 10-0-13 9-9-6 1D-0-13 Plate Offsets(),Y)- [2:0-4-1,Edge],[5:0-M,0-24],[6:0-3-0,0-2-0],[9:0-4-1,Edge] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.60 Vert(LL) -0.2510-12 >999 240 MT20 244/190 TCDL 10.0 Lumber Increase 1.25 BC 0.91 Vert(TL) -0.5610-12 >639 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.18 Horz(TL) 0.09 9 n/a n/a BCDL 10.0 Code FBC2010/fP12007 (Matrix-M) Weight:147 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2"Except' TOP CHORD Structural wood sheathing directly applied or 3-2-6 oc purlins. T2:2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 7-10-10 oc bracing. BOT CHORD 2x4 SP No.2 WEBS 1 Row at micipt 6-12 WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and requir�ZcrossracingSLIDERLeft 2x4 SP No.3 1-6-0,Right 2x4 SP No.3 1-6-0 be installed during truss erection,in accordancbilizer REACTIONS. (Ib/size) 9=1195/0-6-0 (min.0-1-8),2=1283/0-6-0 (min.0-1-8) Installation guide. Max Horz 2=154(LC 11) Max Uplift9=-277(LC 12),2=344(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-1069/45,3-21=-1975/663,4-21=-1963/681,4-22=-1743/602,5-22=-1683/618, 5-23=-1447/608,23-24=-1447/608,24-25=-1447/608,6-25=-1447/608,6-26=-1655/616, 7-26=-1749/599,7-27=-1913/678,8-27=-1986/660,8-9=-1090/76 BOT CHORD 2-12=-542/1715,11-12=36511450,11-28=-365/1450,28-29=-365/1450,10-29=-365/1450, 9-10=-531/1711 WEBS 4-12=-274/200,5-12=-35/460,6-10=-43/462,7-10=-278/204 NOTES- (8) 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=4.2psf,h=15ft;B=45ft;L=30ft;eave=oft;Cat.II; Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-4-13 to 1-7-3,Interior(1)1-73 to 11-0-0,Exterior(2)11-M to 23-1-15,Interior(1)23-1-15 to 29-11-0 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 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-"wide will fit between the bottom chord and any other members,with BCDL=I O.Opsf. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except at--lb)9=277, 2=344. 7)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 8)Segn:A0018185,Date:07/17/2014 LOAD CASE(S) Standard ■ ,� LICENSE'.���m N0.42704 STATE OF �� •%0RtD,P''�t1ti William M. Ranieri, P c # 42704 n,ss Truss Type Qty Ply I 728315 141) ��� D13 Fi 1 1 Job Reference(optional) American Buildefs Supply,Sanford,FL 32771 Run:7.520 s May 8 2014 Print 7.520 s May 8 2014 Mi rek Indusmes,Inc.Thu Jul 17 09.07.52 2014 Page 1 ID:c8A3zpKbMfNUP?GwJa8Yk9z4N-K94BLvVgVJRe?YkGae43vPaeFMy08TkhvzO?X T 1�0 6-9.1113-00 16-11-0 231-5 29-11-0 1�0 6-9-11 6-2-5 311-0 6-2-5 6-9-111 Scale=1:51.9 4x8- Dead Load Defl.=3/16 in &00 12 4x4= 6 25 26 7 3x4 G 27 3x4 5 3x4 4ivi 8 N A 28 3x4 3x4 3 24 9 c� 210 ap 1 C 15 14 13 12 11 3xB II 2x4 11 3x4= 3x8_ 2x4 11 3x8 11 3x4 6-9-11 13-0-0 _ 16-11-0 231-5 29-11-0 6 9 11 6-2-5 311-0 —6-2-5 6-9-11 Plate Offsets(X,Y)— [2:0-4-1 Edge],[6:0-5-4,0-2-0],[10:0.4-1,Edge] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.69 Vert(LL) -0.1014-15 >999 240 MT20 244/190 TCDL 10.0 Lumber Increase 1.25 BC 0.69 Vert(TL) -0.3014-15 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.55 Horz(TL) 0.10 10 n/a n/a BCDL 10.0 Code FBC2010/TP12007 (Matrix-M) Weight:162 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP Not TOP CHORD Structural wood sheathing directly applied or 2-10-9 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 8-3-2 oc bracing. WEBS 2x4 SP No.3 Fbin ecommends that Stabilizers and required cross bracing SLIDER Left 2x4 SP No.3 1-6-0,Right 2x4 SP No.3 1-6-0 lled during truss erection,in accordance with Stabilizer ion guide. REACTIONS. (Ib/size) 10=1195/0-6-0 (min.0-1-8),2=1283/0-6-0 (min.0-1-8) Max Horz2=179(LC 11) Max Uplift10=-277(LC 12),2=-344(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-832/126,3-24=-1992/618,4-24=-1979/639,4-5=-1531/552,5-6=-1443/569, 6-25=-1298/562,25-26=-1298/562,7-26=-1298/562,7-27=-1444/572,8-27=-1533/551, 8-28=-1867/645,9-28=-2003/631,9-10=-872/145 BOT CHORD 2-15=-506/1710,14-15=-506/1710,13-14=-311/1296,12-13=-311/1296,11-12=-490/1722, 10-11=-490/1722 WEBS 4-14=-527/228,6-14=-81/385,7-12=-106/387,8-12=-539/232 NOTES- (8) 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=4.2psf;h=15ft;B=45ft;L=30ft;eave=4ft;Cat.ll; Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-4-13 to 1-7-3,Interior(1)1-7-3 to 13-0-0,Exterior(2)13-0-0 to 16-11-0,Interior(1)21-1-15 to 29-11-0 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 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)except Qt=1b)10=277, 2=344. 7)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 8)Segn:AO018186,Date:07/17/2014 LOAD CASE(S) Standard �ra �� LICENSE'• � r N0.42704 z STATE 8F e� %< 1DVV OR R �NAL� William M. Ranieri, P c # 42704 ion Truss Truss Type � 7 728315 Hip 1 1 No Reference(optional) 035 American BuikW5 Supply,Sanford,FL 32771 Run:7.520 s May 8 2014 Print:7.520 s May 8 2014 MTek Industries,Inc.Thu Jul 17 09:57:52 2014 Pape 1 ID:cBA3zpKbMfN UP?GwJa8Yk9zZiN-K94BLWgVJRe?YkGae43vPad IMuUBSXhvzO?XgyxCmT 1�0 5 9 2 10 1 4 16.0-8 21-11-12 27-11-0 33 9-0 1�0 5 9 2 4-43 5-114 5 11 4 5-11-4 5.10-1 Scale=1:57.7 Dead Load Def.=5116 in 4x4= 54x4= 24 6 26 7 8 27 9 6.00 12 28 3x6 4 Wl7 2910 o_ i Will 22 23 3 _o 2 d, N L11 R9 �1 17 16 15 30 31 14 32 33 13 12 11 4x6 11 2x4 11 3x8= 3300= 3x6 11 10 1 4 19.02 27-11-0 33-9-0 V443 8-1014 8-1014 5-101 Plate Offsets(),Y)- [2:0-3-1,0-0-13] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.75 Vert(LL) -0.1614-16 >999 240 MT20 244/190 TCDL 10.0 Lumber Increase 1.25 BC 0.94 Vert(TL) -0.4714-16 >854 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.63 Horz(TL) 0.11 11 n/a n/a BCDL 10.0 Code FBC2010fTP12007 (Matrix-M) Weight:188 Ib FT=20% LUMBER- BRACING- - - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-5-6 oc purlins, except BOT CHORD 2x4 SP No.2 end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. SLIDER Left 2x4 SP No.3 1-6-0 WEBS 1 Row at midpt 8-12 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer REACTIONS. (Ib/size) 2=1430/0-6-0 (min.0-1-11),11=1343/0-6-0 (min.0-1-9) Installation guide. Max Horz2=116(LC 12) Max Uplift2=-374(LC 12),11=-315(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-962/206,3-22=-2270/745,22-23=4247/761,4-23=-2146/763,4-5=-20371727, 5-24=-1788/701,24-25=-1788f701,6-25=-1788/701,6-26=-2050!754,7-26=-2050/754, 7-8=-2050f754,8-27=-1226/499,9-27=-1226/499,9-28=-1348/501,28-29=-1364/490, 10-29=-1439/483,10-11=-1296/485 BOT CHORD 2-17=-701/1983,16-17=701/1983,15-16=-676/2096,1530=-676/2096,30-31=-676/2096, 14-31=-676/2096,14-32=-614/1903,32-03=-614/1903,13-33=-614/1903,12-13=-014/1903 WEBS 516=-143/602,6-16=-515/180,8-14=-21/380,8-12=-969/335,9-12=-11/354, 10-12=-373/1284 NOTES- (9) 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=4.2psf;h=15ft;B=45ft;L=34ft;eave=4ft;Cat.If; Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-4-13 to 1-11-12,Interior(1)1-11-12 to 101-4,Exterior(2)101-4 to 32-8-4,Interior(1)32-8-4 to 33-7-4 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 3)Provide adequate drainage to prevent water ponding. 4)All plates are 3x4 MT20 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-M wide will fit between the bottom chord and any other members,with BCDL=10.Opsf. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except at--lb)2=374, y$: 11=315. 8)`Semi-rigid pitchbreaks including heels'Member end fixity model was used in the analysis and design of this truss. ryI. 9)Segn:A0018188,Date:07/17/2014 �����.r��•�,�...��� ,,►► LOADCASE(S) Standard ;'+LICENSC%. � f No.42704 i STATE 0 1 ' S 0 RIP too tV William M. Ranieri, P c # 42704 Job cuss Tnjss Type Dw9 No 728315 DA2 Roof Special 1 1 036 Job Reference(optional) American Builders Supply,Sanford,FL 32771 Run:7.520s May 8 2014 Pmt:7.520 s May 8 2014 MiTek Industries,Inc.Thu Jul 17 09:57:53 2014 Pa 1 ID:c8A3zpL%U P7GwJa8Yk9zZjjNoMeZZF WJGdZVdiJS8Lb IRd7oCmGutsYp9d9Z3 HyxCmS 1�0 59-1 12-1-4 17-9-12 2134 25-3-14 29 4 8 33-9-0 1�0 59-1 6-4-3 58$ 3-58 4-0-10 4-0 10 4 4 8 Scale=1:58.7 Dead Load DO =3/8 in 4x4= 5x6= 5 24 25 26 6 4x6= 4x4= 6.D0 12 7 3x4= 23 2g 3x4 3x4 7 28 30 4 W4 0 10 � 10 3x422 0 3 111 2Ki � 17 16 15 31 32 14 73 12' 11 4x6 II Duo II 3x8= 3x4- 4x8=3x4- 3x10= 3x6 II 59-1 12-1-4 21-3-4 29-4-8 339 0 59-1 6.4-3 9-2-0 8-1-4 4 4 8 Plate Offsets(X Y)- [2:0-3-5,0-M],[6:0-3-0,0-2-01 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.74 Vert(LL) -0.26 14-16 >999 240 MT20 244/190 TCDL 10.0 Lumber Increase 1.25 BC 0.80 Vert(TL) -0.61 14-16 >658 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.77 Horz(TL) 0.10 11 n/a n/a BCDL 10.0 Code FBC2010/TPI2007 (Matrix-M) Weight:196 Ib FT=20 LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except BOT CHORD 2x4 SP No.2*Except* end verticals. B1:2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 7-8-2 oc bracing. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 6-16 SLIDER Left 2x4 SP No.3 1-6-0 - i MiTek recommends that Stabilizers and required cross bracing installed duringtruss erection,in accordance with Stabilizer [be nstallation guide. - --- -- - REACTIONS. (Ib/size) 2=1430/0-6-0 (min.0-1-11),11=1343/0-6-0 (min.0-1-9) Max Horz2=142(LC 11) Max Uplift2=-374(LC 12),11=-315(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-1062/250,3-22=-2295/714,4-22=-2272/731,4-23=-1932/658,5-23=-1847/670, 5-24=-1661/665,24-25=-1661/665,25-26=-1661/665,6-26=-1661/665,6-7=-2580/957, 7-8=-2242/794,8-27=-1110/446,27-28=-1110/446,9-28=-1110/446,9-29=-1197/450, 29-30=-1232/442,10-30=-1288/437,10-11=-1310/478 BOT CHORD 2-17=-668/2005,16-17=-668/2005,15-16=-536/1748,15-31=-536/1748,31-32=-536/1748, 14-32=-536/1748,13-14=-581/1791,12-13=-581/1791 WEBS 4-16=-406/192,5-16=-95/502,6-16=-260/110,6-14=-377/1109,7-14=-1324/549, 8-14=-186/734,8-12=-1065/373,9-12=-41/344,10-12=-376/1248 NOTES- (8) 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=4.2psf;h=15ft;B=45ft;L=34ft;eave=4ft;Cat.11; Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Extedor(2)-1-4-13 to 1-11-12,Interior(1)1-11-12 to 12-1-4,Extedor(2)12-1-4 to 21-3-4,Intedor(1)21-3-4 to 33-7-4 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 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,with BCDL=10_0psf. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except Qt=1b)2=374, 11=315. 7)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. �A 8)Segn:AO018189,Date:07/17/2014 LOADCASE(S) Standard ,14 `LICENSE%, s No.42704 s STATE OF 41 4.4 0 R110 ass......,.� 6 �NAI� William M. Ranieri, P c # 42704 JobNSS NSS ype � DwgNo037 Qty ply 728315 DA3 Roof Special 1 1 Job Reference(optional) American Builders supply,Sanford,FL 32771 Run:7.520 s May 8 2014 Print:7.520 s May�8 2014 M7ek Industries,Inc.Thu Jul 17 09:57:54 2014 Page 1 ID:c8A3zpKbMIN U P?GwJa8Yk9zZj N-GYCxmbXxl whMEsteh26X_gb(_AbbcJHyOHv6cjyxCm R 1�U 7-2 6 14-1-4 15-9-12 23-3-4 27-314 31 -8 33-9-0 1 4-0 7-2 6 6-10-14 1 8 8 7-5-8 4.0-1 1 4 10 2-48 4x8 Scale=1:60.3 S.00 12 4x6— Dead Load DO =5/16 in 6 7 3x4 25 2B 3x4 5 4x6= 4x4= 4 8 3x4= 3x4 o 28 1 11 3x4%24 3 1 V0 2 0 �1 N 19 1817 16 15 14 13 12 4x6 11 2x4 11 4x4= 3x4= 4x8= 3x6 11 3x4= 3x8= 4x4= 7-2-0 141-4 15 9 72 23-14 31-4-8 339-0 7-2-6 6-10-14 1 8 8 7-5.8 8-1-4 2-48 Plate Offsets(xY)— [2:0-3-1,0-1-1],[6:0-&8,0727M LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.86 Vert(LL) 0.1514-16 >999 240 MT20 244/190 TCDL 10.0 Lumber Increase 1.25 BC 0.83 Vert(TL) -0.4314-16 >929 180 BCLL 0.0 Rep Stress Incr YES WB 0.80 Horz(TL) 0.13 12 n/a n/a BCDL 10.0 Code FBC2010/TP12007 (Matrix-M) Weight:2041b FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2'Except" TOP CHORD Structural wood sheathing directly applied or 2-2-0 0C purlins, except T3:2x4 SP M 30 end verticals. BOT CHORD 2x4 SP No-2 BOT CHORD Rigid ceiling directly applied or 6-M oc bracing. WEBS 2x4 SP No.3 WEBS 1 Row atmidpt 8-16 SLIDER Left 2x4 SP No.3 1-6-0 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer REACTIONS. (lb/size) 2=1430/0-6-0 (min.0-1-11),12=1343/0-6-0 (min.0-1-9) Installation guide. Max Horz 2=168(LC 11) Max Uplift2=-374(LC 12),12=-315(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-945/121,3-24=-2283/658,4-24=-2260/680,4-5=-1773/586,5-25=-1679/597, 6-25=-1675/609,6-7=-1541/614,7-26=-1701/620,8-26=-1810/606,8-9=-2628/850, 9-27=-829/306,27-28=-829/306,10-28=-829/306,10-11=-944/311,11-12=-1349/440 BOT CHORD 2-19=-617/1966,18-19=-617/1966,17-18=-414/1504, 16-17=-414/1504,15-16=-80212651, 14-15=-802/2651,13-14=-591/1854 WEBS 4-19=0/256,4-18=-584/235,6-18=-88/370,6-16=-104/340,7-16=-124/497,8-16=-1244/430, 8-14=-575/268,9-14=-285/1066,9-13=-1413/472,10-13=-14/258,11-13=-355/1198 NOTES- (8) 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=42psf;BCDL=4.2psf;h=15ft;B=45ft;L=34ft;eave=oft;Cat.11; Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-4-13 to 1-11-12,Interior(1)1-11-12 to 14-1-4,Exterior(2)14-1-4 to 15-9-12,Interior(1)19-2-4 to 23-3-4,Exterior(2)31-4-8 to 33-74 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 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)except Qt=lb)2=374, 12=315. 7)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 8)Segn:AO018190,Date:07/17/2014 ■ LOADCASE(S) Standard �LIGENS;# : m No.42704 STATE OF r 0 RtO6:•' s��NAlti�� William M. Ranieri, P c # 42704 A4 Root �v Dwg No 036 726315 DA4 Roof Special 1 1 .bb Reference al American Builders Supply,Sanford,FL 32771 Run:7520 s May 6 2014 Print 7.520 s May 6 _2014 Walk Inc,Thu dmWh Jul 1 rtl:57.55 2014 rage I ID:cBA3zpImMfNUP?GwJa8Yk9zZjN-WjW—xYZoE gBGcxafB9yxCmQ 1�t-0 7-7$ 14 11$ 22-3-8 25 34 29314 33�8 33 9-0 1�0 7-7$ 7 4 0 7--0 2-11-12 4 0 10 4-0 10 0�8 Scale=1:59.7 Dead Load Deft.=7/16 in 4x4= 6.00 12 6 3x4 23 24 2x4\\ 5 4x4 4 7 5x6= `5 8 3x6= 11 4 3x4 i 22 c a 3 1 17 27 16 15 28 14 13 12 4x6 11 3x4= 44= 3x4= 3x4= 4x8= 5x6= 1035 19-10-11 25-3-4 33-9-0 10.0-5 9-10-6 54-9 8-5-12 _ Plate Offsets Qx Y)- 12:0-3-5,0-0-51,[10:0-3-0,a2-0] LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) I/def! L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.97 Vert(LL) -0.4114-17 >984 240 MT20 244/190 TCDL 10.0 Lumber Increase 1.25 BC 0.95 Vert(TL) -0.87 14-17 >464 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.57 Horz(TL) 0.12 12 n/a Na BCDL 10.0 Code FBC2010/TPI2007 (Matrix-M) Weight:178 Ib FT=200/6 LUMBER- BRACING- TOP CHORD 2x4 SP No.2'Except' TOP CHORD Structural wood sheathing directly applied, except end verticals. T2:2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. BOT CHORD 2x4 SP M 30'ExcepC WEBS 1 Row at midpt 9-12 62:2x4 SP No.2 MlTek recommends that Stabilizers and required cross bracing WEBS 2x4 SP No-3 be installed during truss erection,in accordance with Stabilizer SLIDER Left 2x4 SP No-3 1-6-0 Installation guide__ REACTIONS. (Ib/size) 2=1430/0-6-0 (min.0-1-11),12=1343/0-6-0 (min.0-1-9) Max Horz 2=179(LC 11) Max Uplift2=-374(LC 12),12=-315(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-1105/38,3-22=-2263/635,4-22=-2163/659,4-5=-2061/643,5-23=-1971/655, 6-23=-1969/668,6-24=-2258/769,7-24=-2364/756,7-8=-3542/1031,8-25=3086/885, 9-25=-3086/885 BOT CHORD 2-17=-607/2038,17-27=-385/1437,16-27=-385/1437,116-28=385/11437,115-28=-38511437, 14-15=-385/1437,13-14=-726/2475,12-13=592/1859 WEBS 4-17=1107/266,6-17=-161/737,6-14=-318/1214,7-14=-908/377,7-13=-299/1167, 8-13=-1659/502,9-13=-348/1491,9-12=-2144/696 NOTES- (9) 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=4.2psf;h=15ft;B=45ft;L=34ft;eave=oft;Cat.II; Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-14-13 to 1-11-12,Interior(1)1-11-12 to 14-11-8,Extedor(2)14-11-8 to 18-4-0,Interior(1)25-3-4 to 33-4-8 zone;cantilever left and right exposed;C-C for members and forces 8 MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)Plate(s)at joint(s)16 checked for a plus or minus 4 degree rotation about its center. 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,with BCDL=10.Opsf. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except Qt=lb)2=374, 12=315. 8)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. u 9)Segn:AO018191,Date:07/17/2014 �� ,i'■ ,� LOADCASE(S) Standard ' LICENSE.'r��m f N0.42704 STATE OF r a Rto.�•� AIAIL William M. Ranieri, P c # 42704 Truss nlss--Type �Qty ply Dwg IVo 039 728315 DA5 Roof Special 1 1 Job Reference o ' nal American Builder's Supply,Sanford,FL 32771 Run:7.520 s Ma�y�8 2014 Print:7.520 s May 8 2014 e' Industries,Inc.Thu Jul 1709:57:55 2014 Page 1 ID:c8 KMbMfNUP9GwJa8Yk9zZjN kkrt�l_xYZoEpCs?SrFr:n Z( 4y2vKL156ocef89yxCmQ 1 4 0 7-7-8 14 11 8 22-3-8 27-34 33-9-0 t d 0 7-7-8 7 4 0 7-4-0 4 11-12 6-512 Scale=1:58.6 4x4— Dead Load DO =1/2 in 6.00 Fiff B 3x4 21 22 2x4\\ 5 6x6 4 7 px= 4x10= 3x4 20 8 9 3 2 23 24 Iv 1 I� 15 14 25 26 13 12 11 10 4x6 11 4x4 3x4 5x12= 3x6 11 3x4= 4x6= 10-0-5 19-10-11 27-3-4 33-9-0 10-0-5 9-10-0 7-49 6-512 Plate Offsets(XY)-- [2:0-3-5,0-0.51,[11:0-2-8,072-41 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.98 Vert(LL) -0.47 13-15 >860 240 MT20 244/190 TCDL 10.0 Lumber Increase 1.25 BC 0.93 Vert(TL) -0.97 13-15 >416 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.89 Horz(TL) 0.10 10 n/a n/a BCDL 10.0 Code FBC2010/TP12007 (Matrix-M) Weight:173 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2*Except* TOP CHORD Structural wood sheathing directly applied, except end verticals. T2,T3:2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. BOT CHORD 2x4Ncept' MiTek recommends that Stabilizers and required cross bracing 83:2xx 4 SPP M M 30 30 be installed during truss erection,in accordance with Stabilizer W7:2x4 SSP WEBS 2x4 SP *Except* Installation guide. P No.2 SLIDER Left 2x4 SP No.3 1-6-0 REACTIONS. (Ib/size) 10=1343/0-6-0 (min.0-1-9),2=1430/0-6-0 (min.0-1-11) Max Horz 2=191(LC 11) Max Uplift10=-313(LC 12),2=-376(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-1129/27,3-20=-2259/636,4-20=-2157/660,4-5=-2058/644,5-21=1956/656, 6-21=-1954/669,6-22=-2270/766,7-22=-2378/753,7-8=-4676/1367,8-23=-3963/1118, 23-24=3963/1118,9-24=-3963/1118,9-10=1262/420 BOT CHORD 2-15=-578/2033,14-15=35511437,14-25=-355/1437,25-26=-355/1437,13-26=-35511437, 12-13=-710/2494,11-12=-710/2494 WEBS 4-15=-408/265,6-15=-162/726,6-13=-313/1243,7-13=-885/390,7-11=-612/2159, 8-11=-2334/755,9-11=-1106/3963 NOTES- (9) 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf,BCDL=4.2psf;h=15ft,B=45ft;L=34ft;eave=4ft;Cat.11; Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-4-13 to 1-11-12,Interior(1)1-11-12 to 14-11-8,Exterior(2)14-11-8 to 1814-0,Interior(1)27-3-4 to 33-711 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 3)Provide adequate drainage to prevent water ponding. 4)Plate(s)at joint(s)12 checked for a plus or minus 4 degree rotation about Its center. 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-"wide will fit between the bottom chord and any other members,with BCDL=10.Opsf. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except at--lb)10=313, 2=376. �11Wr��. 8)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. MM h 9)Segn:A0018192,Date:07/17/2014 .••� ...••.• ,� LOAD CASE(S) Standard `;= LICE N SE" :�� r No.42704 STATE OF 'e� William M. Ranieri, P c # 42704 Truss Truss Type DA g No 040 728315 D-FG Flat Girder 1 2 Job Reference(optional) American Buiklefs Supply,Sanford,FL 32771 Run:7.520 s May 8 2014 Pmt 7.520 s May 8 2014 MiTek Industries,Inc.Thu Jul 17 09:57:56 2014 1 ID:c8A3zpKbMfNUP?GwJa8Yk9zZjN-CxKhBHYBZYx3U911pT9-13FIKZzKX4CnFrbODg Page 4 11-0 9-10-0 4-11-0 4-11-0 J' Scale=1:17.8 Dead Load Defl.=1/16 in 1 3x10= 2x4 II WO= 7 8 T1 EVt EW 1 W2 B1 9 10 5 11 12 4 HUS26 HUS26 7x14MT20H= HUS26 HUS26 6 4x4 11 4*4 11 1 4-11-0 9-10-0 4-11-0 _ 4-11-0 Plate Offsets(XY)- [4:Edge,0-3-8],[5:0-7-0,0-4-8] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) /deft Ud PLATES GRIP TCLL 20.0 Plates Increase 125 TC 0.67 Vert(LL) -0.06 5-6 >999 240 MT20 244/190 TCDL 10.0 Lumber Increase 1.25 BC 0.61 Vert(TL) -0.16 5-6 >733 180 MT20H 187/143 BCLL 0.0 ' Rep Stress Incr NO WB 0.87 Horz(TL) 0.00 4 n/a n/a BCDL 10.0 Code FBC20101fP12007 (Matrix-M) Weight:114 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-7-8 oc purlins, except BOT CHORD 2x6 SP No.2 end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 6=2448/0-4-0 (min.0-1-8),4=2429/Mechanical Max Uplift6=-613(LC 4),4=-609(LC 5) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-6=-1643/439,1-7=-4592/1145,2-7=-4592/1145,2-8=-4592/1145,3-8=-4592/1145,3-4=-1644/439 BOT CHORD 6-9=-76/287,9-10=-76/287,5-10=-76/287,511=-75/285,11-12=-75/285,4-12=-75/285 WEBS 1-5=-1131/4548,2-5=-283/215,3-5=-1132/4550 NOTES- (13) 1)2-ply truss to be connected together with 1 O(0.131"x3")nails as follows: Top chords connected as follows:2x4-1 row at 0-9-0 oc. Bottom chords connected as follows:2x6-2 rows staggered at 0-9-0 oc. Webs connected as follows:2x4-1 row at 0-9-0 oc. 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. 3)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=4.2psf;h=15ft;B=45ft;L=24ft;eave=4ft;Cat.11; Exp C;Encl.,GCpi=0.18;MW FRS(directional);cantilever left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 4)Provide adequate drainage to prevent water ponding. 5)All plates are MT20 plates unless otherwise indicated. 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)Refer to girder(s)for truss to truss connections. 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except Qt=1b)6=613, 4=609. 10)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 11)Use Simpson Strong-Tie HUS26(14-1 Od Girder,4-1Od Truss,Single Ply Girder)or equivalent spaced at 2-0-0 oc max.starting at 1-10-12 from the left end to 7-10-12 to connect truss(es)D1 (1 ply 2x4 SP)to front face of bottom chord. 12)Fill all nail holes where hanger is in contact with lumber. 13)Segn:AO018193,Date:07/17/2014 r�.1 ■ LOAD CASE(S) Standard ``y��:•...•..•.��yy�� 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=125 `T LICENSE Uniform Loads(pig Vert:1-3=-60,4-6=-20 No.42704 Continued on page 2 i STATE OF d F119 Vv �v ass...�....��� William M. Ranieri, P c # 42704 Job I cuss I nuss I ype Dwg No 040 728315 D FG Flet Girder 1Qty 1 2 Job Reference(optional) American Builders Supply,Sanford,FL 32771 Run:7.520 s May 8 2014 Print:7.520 s May 8 2014 MiTek Industries,Inc.Thu Jul 17 09:57:56 2014 Paggee 2 1D:c8A3zpKbMfNUP7GwJa8Yk9zZjN-CxKhBHYBZYx3U911pT973FIKZ XX4CnFrbODgc;MP LOAD CASE(S) Standard Concentrated Loads(Ib) Vert:9=-1 029(F)10=-1029(F)11=-1029(F)12=-1029(F) am 4 A ' LICENSE'• N No.42704 z STATE OF ar O,t; L d S`p4;.• William M. Ranieri, P c # 42704 N55 Truss Type fMg No 041 728315 DG Common Girder 1 1 Job Reference(optional) American Builder's Supply,Sanford,FL 32771 un:7.520 s s May 8 2014 MiTek Industries,Inc. Jul 1 57.56 2014 Page 1 ID:c8A3zpKbMfNUP?GwJa8Yk9zZEN-CxKhBHYBZYx3U911 pT9?3FIFzzIe4CCFrbODgcZP 7-7-8 14-11-8 i /9 10 11 26-9-6 29 11-0 1-0-0 7-7-8 7-4-0 4-11-3 6-10-11 3-1-10 4x6 Scale=1:54.5 Dead Load Dell.=5/16 in 6.00 F12 6 I I 3x4 2x4 7 3x4 2x4\\ 5 8 4 5x6 Ivi 9 3x4 3 c� 2 1(b 1 62 °D d o 14 13 22 23 12 11 5x6 11 4x4 7x10 MT20H= 3x10 11 7x8= 3x4— HHUS26-2 10-0-5 19-10-11 26-9-6 _ 2911-0 10-0-5 9-10-6 610.11 _ 3-1-10 Plate Offsets(X,Y)- [2:0-3-9,0-0-11,[10:0-",D- 11 [12:0-4-12,0-3-4] LOADING(psf) SPACING- 2-0-0 CSI. T DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.96 Vert(LL) -0.33 12-14 >999 240 MT20 244/190 TCDL 10.0 Lumber Increase 1.25 BC 0.73 Vert(TL) -0.67 12-14 >533 180 MT20H 187/143 BCLL 0.0 ' Rep Stress Incr NO WB 0.84 Horz(TL) 0.09 10 n/a n/a BCDL 10.0 Code FBC2010/TP12007 (Matrix-M) Weight:162 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP M 30'Except' TOP CHORD Structural wood sheathing directly applied. T4:2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 8-11-14 oc bracing. BOT CHORD 2x4 SP M 30*Except* WEBS 1 Row at midpt 9-12 B2:2x6 SP 2400F 2.0E MiTek recommends that Stabilizers and required cross bracing WEBS 2x4 SP No.3 be installed during truss erection,in accordance with Stabilizer WEDGE Installation uide. Right:2x4 SP No.3 ---- SLIDER Left 2x4 SP No.3 1-6-0 REACTIONS. (Ib/size) 2=1535/0-6-0 (min.0-1-13),10=3351/0-6-0 (min.0-2-12) Max Hoa 2=204(LC 24) Max Uplift2=-408(LC 8),10=-829(LC 8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-1201/0,3-4=-2476/620,4-5=-2274/604,5-6=-2168/629,6-7=-2910/850, 7-8=-2739/721,8-9=-2905/708,9-10=-5837/1463 BOT CHORD 2-14=-470/2149,13-14=-273/1624,13-22=-273/1624,22-23=-273/1624,12-23=-273/1624, 11-12=-1283/5177,10-11=-1282/5178 WEBS 4-14=-420/256,6-14=-168/743,6-12=-464/1705,7-12=-421/234,9-12=-2795/794, 9-11=-544/1918 NOTES- (11) 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf,BCDL=4.2psf;h=15ft;B=45ft;L=30ft;eave=4ft;Cat.11; Exp C;Encl.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 3)All plates are MT20 plates unless otherwise indicated. 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,with BCDL=10.Opsf. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except Qt=1b)2=408, 10=829. 7)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 8)Use Simpson Strong-Tie HHUS26-2(14-10d Girder,6-10d Truss,Single Ply Girder)or equivalent at 26-6-9 from the left end to connect truss(es)D-FG(2 ply 2x6 SP)to back face of bottom chord. u 9)Fill all nail holes where hanger is in contact with lumber. 10)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). `� ••�+.• 11)Segn:A0018194,Date:07/17/2014 �� •`LICENSE�• m LOAD CASE(S) Standard moi►•' :. No.42704 Continued on page 2 STATE OF ' r � i ss�DNA1.��� William M. Ranieri, P c # 42704 Job muss cuss ype - Dwg No 041 728315 DG Common Girder 1 1 Job Reference o tional American Builder's Supply,Sanford,FL 32771 Run:7.520 s Mayy 8 2014 FnM:7.520 s May 8 2014 MTek Industries,Inc. Thu Jul 17 09:57:57 2014 Page 2 ID :c8A3zpKbMfN U P7GwJa8Yk9zZbN-g7t3 PdZpKr3w5JcD NBgEcTHQjNetpfRO4F7mC2yxCmO LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(pig Vert:1-6=-60,6-10=-60,15-19=-20 Concentrated Loads(lb) Vert:11=-2409(8) HI M. ��•`�' LICENSE•:� No-42704 STATE OF • 'n%X0F11oP•'* William M. Ranieri, P c # 42704 Truss Truss Type Qty Ply Ovy No 0421 728315 E.13 Jadr-0pen 4 1 Job Reference(optional) American Buiklefs Supply,Sarrford,FL 32771 Run:7520 s May 8 2014 Print 7.520 s May 8 2014 Mi7ek Industries,Inc. Thu Jul 17 09:57:57 2014 Page 1 I D:c8A3zpKbMIN UP?GwJa8Yk9z74N-g7t3PdZpKr3w5JcDN Bg EcTHdxNoBpsYO4F7mC2yxCmO 1 4 0 3-0-0 1-4-0 3-" Scale=1:13.5 3 1 6.00 FIT B 4 C4 �N T1 2 EV1 1 B1 4 5 3X6 II 3-0-0 3-" Plate Offsets(XY)- 15:0-3-8,0-1-81 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.18 Vert(LL) -0.00 4-5 >999 240 MT20 244/190 TCDL 10.0 Lumber Increase 1.25 BC 0.07 Vert(TL) -0.01 4-5 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 3 n/a n/a BCDL 10.0 Code FBC2010/TPI2007 (Matrix-M) Weight:12 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins, except BOT CHORD 2x4 SP No.2 end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. L iTek recommends that Stabilizers and required cross bracing einstalledduring truss erection,in accordance with Stabilizer stallation guide. REACTIONS. (lb/size) 5=230/0-6-0 (min.0-1-8),3=63/Mechanical,4=23/Mechanical Max Horz 5=91(LC 12) Max Uplift5=-95(LC 12),3=-36(LC 12) Max Grav5=230(LC 1),3=67(LC 17),4=50(LC 3) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- (7) 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=4.2psf,h=15ft;B=45ft;L=24ft;eave=4ft;Cat.Il; Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-4-13 to 1-7-3,Interior(1)1-7-3 to 2-11-4 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 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)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)5,3. 6)'Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 7)Segn:A0018195,Date:07/17/2014 LOAD CASE(S) Standard M M. LICENSE'•• f No.42704 z STATE F 4 r 40 0 F1 ass......,.•��� William M. Ranieri, P c # 42704 Job russ Truss Type Uty Ply J ,. DAg 043 728315 EJ3H Jack-Open 3 1 No Job Reference o ' nal American Builder's Supply,Sanford,FL 32771 Run:7.520 s May 8 2014 Print:7.520 s May 8 2014 MTek Industries,Inc.Thu Jul 17 09:57:57 2014 1 ID:c8A3zpKbMfNUPTGwJa8Yk9zZjN-g7t3PdZpKr3w5JcDNBgEcTHcXNolpsYO4F7ma1 m0 -14-0 3-0-0 1-4-0 3-0-0 Scale=1:14.3 3 6.00 12 6 T1 �a 2 1 81 4 5 3x8 I I 3-0-0 30-0 Plate Offsets(XY)— [5:0-4-8,0-1-8) LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.20 Vert(LL) -0.00 4-5 >999 240 MT20 244/190 TCDL 10.0 Lumber Increase 1.25 BC 0.08 Vert(TL) -0.01 4-5 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) 0.01 3 n/a n/a BCDL 10.0 Code FBC2010frP12007 (Matrix-M) Weight:12 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins, except BOT CHORD 2x4 SP No.2 end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MITek rewmmends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer REACTIONS. (Ib/size) 5=230/0-3-0 (min.0-1-8),3=63/Mechanical,4=24/Mechanical [Installation guide. Max Horz 5=91(LC 12) Max Uplift5=-90(LC 12),3=-38(LC 12) Max Grav5=230(LC 1),3=67(LC 17),4=50(LC 3) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- (7) 1)Wind:ASCE 7-10;VuIt=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf,BCDL=4.2psf;h=15ft;B=45ft;L=24ft;eave=4ft;Cat.II; Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-4-13 to 1-7-3,Interior(1)1-7-3 to 2-114 zone;cantilever left and Hight 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 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)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)5,3. 6)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 7)Segn:AO018196,Date:07/17/2014 LOAD CASE(S) Standard M. ��. . LICENSE••;{�m N0.42704 z STATE OF Orc►�;.;c<o R1p�.�� William M. Ranieri, P c�# 42704 cuss toss ype Dwp No 044 728375 Fw14F Jack-0pen 2Qty Pli 1 Job Reference(optional) American Builders Supply,Sanford,FL 32771 Run:7 520 s Mey 82014 Print 7.520 s Ma 8 2014 MTek Industries,Inc.Thu Jul 17 09:ST58 2014 t ID:cBA KbMMUP7GwJa8Yk9zZjN BJRScraR59BnjTBQwuBT8ggodn7EYJoY1vtJIUyx mN -14-0 4-0-0 1-4-0 4-0-0 Scale=1:10.3 3 3.00 F12 9 q 2 T1 R°4 8 N 1 B1 4 3x4= 4-0-0 4-0-0 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.18 Vert(LL) 0.02 4-7 >999 240 MT20 244/190 TCDL 10.0 Lumber Increase 1.25 BC 0.15 Vert(TL) -0.03 4-7 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 3 n/a n/a BCDL 10.0 Code FBC2010rrP12007 (Matrix-M) Weight:14 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc tracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 3=98/Mechanical,2=254/0-6-0 (min.0-1-8),4=45/Mechanical Max Horz 2=53(LC 12) Max Uplift3=-42(LC 12),2=-104(LC 12) Max Grav3=98(LC 1),2=254(LC 1),4=70(LC 3) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- (7) 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=4.2psf;h=15ft;B=45ft;L=24ft;eave=4ft;Cat.II; Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Extedor(2)-1-4-7 to 1-7-9,Interior(1)1-7-9 to 3-11-4 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 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)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)3 except Ot=1b)2=104. 6)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 7)Segn:AO018197,Date:07/17/2014 LOAD CASE(S) Standard M• ' LICENSE �� m �►�. No.42704 STATE OF .1081 ..• '� William M. Ranieri, P c # 42704 7728 Rfss russ ype Qty315 EJ5 Jack-Open 5 1 Job Reference(optional) American Builders Supply,Sanford,FL 32771 Run:7.520 s May 8 2014 Print:7.520 s May 8 2014 MTek Industries,Inc.Thu Jul 17 09:57:58 2014 Page 1 ID.. D:c8A3zpKbMfN UP?GwJaBYk9zZj N-gJ RSczaR59BnjTBOwuBTBggkB n5NYJoYlvL11 UyxCm N 1 0 5-0-0 1�-6 5-0-0 Scale=1:18.3 3 6.00 FIT 0 7 T1 N 6 2 1 81 4 5 3x6 11 5-0-0 5-0-0 Plate Offsets(X,Y)~ [5:0-3-8,0-1-8] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.40 Vert(LL) 0.05 4-5 >999 240 MT20 244/190 TCDL 10.0 Lumber Increase 1.25 BC 0.27 Vert(TL) -0.07 4-5 >857 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.02 3 n/a n/a BCDL 10.0 Code FBC2010/TP12007 (Matrix-M) Weight:18 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc pudins, except BOT CHORD 2x4 SP No.2 end verticals. WEBS 2x4 SP No.3 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 j REACTIONS. (Ib/size) 5=299/0-6-0 (min.0-1-8),3=124/Mechanical,4=53/Mechanical Installation guide. Max Horz 5=127(LC 12) Max Uplift5=-97(LC 12),3=-71(LC 12) Max Grav5=299(LC 1),3=128(LC 17),4=89(LC 3) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-5=-256/224 NOTES- (7) 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=4.2psf;h=15ft;B=45ft;L=24ft;eave=4ft;Cat.II; Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-4-13 to 1-7-3,Interior(1)1-7-3 to 4-11-4 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 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)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)5,3. 6)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 7)Segn:A0018198,Date:07/17/2014 LOAD CASE(S) Standard ` � lil■ '�LtCENSE r N©.42704 STATE OF o� William M. Ranieri, P c # 42704 NSS Truss Type Qty I'lly 728315 Full Jedc-0pen 4 1 ��� Job Reference nal American Builder's Supply,Saud,FL 32771 Run:7.520 s May 8 2014 Pmt 7.520 s May 8 2014 M7ek Industries,Inc. Thu Jul 17 09:57:59 2014 Page 1 ID:c8A3zpKbMfNUP?GwJa8Yk9zZjN-dW?gplb3sTJeLdmcUciihuNmBNkHm2hXZctHwyxCmC M 1�-0 7-0-0 1 4 0 7-0-0 Scale:1/7'=1' 3 Dead Load Defl.=3/16 in 6.00 12 7 4 1 �� 6 2 1 1 B1 5 3x8 11 4 7-D-0 7-0-0 Plate Offsets Offsets(X [5:0-4-0,0-0-414-0,0-0-41 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.67 Vert(LL) 0.15 4-5 >523 240 MT20 244/190 TCDL 10.0 Lumber Increase 1.25 BC 0.51 Vert(TL) -0.26 4-5 >306 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) 0.07 3 n/a n/a BCDL 10.0 Code FBC2010/TP12007 (Matrix-M) Weight:25 Ib FT=20% LUMBER- — — BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 SP No.2 end verticals. WEBS 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 100 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 5=378/0-6-0 (min.0-1-8),3=177/Mechanical,4=79/Mechanical Max Horz5=163(LC 12) Max Uplift5=-107(LC 12),3=-101(LC 12) Max Grav5=378(LC 1),3=183(LC 17),4=125(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-5=-3231249 NOTES- (7) 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=42psf;h=15ft;B=45ft;L=24ft;save=oft;Cat.II; Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-4-13 to 1-7-3,Interior(1)1-7-3 to 6-11-4 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 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-M 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 joints)except Qt=lb)5=107, 3=101. 6)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 7)Segn:AO018199,Date:07/17/2014 LOAD CASE(S) Standard �M M. N0.42704 JOF mit`" (S William M. Ranieri, P Job russ Truss Type Qty 728315 EJ7A Jack-Open 4 1 Dwg No 047 Job Reference(optional) American Builder's Supply,Sanford,FL 32771 Run:7.520 s May 8 2014 Print:7.520 s May 8 2014 MiTek Industries,Inc. Thu Jul 17 09:57:59 2014 Page—1 -12 3-0-0 ID:c8A3zpKbMfNUP?GwJa8Yk9z2 jN-dW?gpIb3sTJaLdmcUciihuNsHBMVHkThxzctHwyxCmM -1 6-11-4 1-412 3-0.0 3-11-4 Scale=1:34.1 4 Dead Load Defl.=3/16 in 6.00 12 3x4 8 3 1 7 2x4 11 4 2 u5 1 CS B1 6 3x4= 5 6-11-4 6-11-4 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/def! Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.64 Vert(LL) -0.12 5-6 >657 240 MT20 244/190 TCDL 10.0 Lumber Increase 1.25 BC 0.59 Vert(TL) -0.31 5-6 >263 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.17 Horz(TL) -0.54 4 n/a n/a BCDL 10.0 Code FBC2010ITP12007 (Matrix-M) Weight:34 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 SP No.2 end verticals. WEBS 2x4 SP No.3 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 REACTIONS. (Ib/size) 4=190/Mechanical,5=67/Mechanical,6=377/0-5-4 (min.0-1-8) Installation guide. Max Horz6=163(LC 12) Max Uplift4=-169(LC 12),6=-58(LC 12) Max Grav4=208(LC 17),5=135(LC 3),6=377(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-6=-322/464 WEBS 3-6=-373/161 NOTES- (7) 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=4.2psf;h=15ft;B=45ft;L=24ft;eave=4ft;Cat.Il; Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-5-9 to 1-6-7,Interior(1)1-6-7 to 6-10-8 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 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)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)6 except Ot=1b)4=169. 6)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 7)Segn:AO018200,Date:07/17/2014 LOAD CASE(S) Standard M. �� . LICENSE'•;��� moi►1 _ s No.42704 STATE OF OP �NAt� William M. Ranieri, P c # 42704 Truss Truss Type 728315 Owg No 049 EJ7T Jack-Open 4 1 Job Reference(optional) Artrerican Builder's Soppy,Sanford,FL 32771 Run:7.520 s May 8 2014 Print:7.520 s MMaayy 8 2014 MTek Industries,Inc. Thu Jul 1709:58:002014 Page 1 ID:c8A3zpKbMMUP7GwJaBYk9zZjjNSiZC1 ecidmRVynLo2JDxD5v4RaiYODIrmDMQpNyxcmL 1 0 2-4-0 7-0-0 1 0 2-" 4-8-0 Scale:112"=1' 4 Dead Load Deft.=1/16 in 6.00 12 13 rn 1 12 3 2 B3 Q B1 2x4 11 I� ea _ 7 8 2x4 11 3x6 11 2�0 7-0-0 2 4 0 441-0 Plate O(tsets(XY)- [3:0-1-14,04)-81,[8:0-M,0-1-8] 0-1-8] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.42 Vert(LL) 0.07 5-6 >999 240 MT20 244/190 TCDL 10.0 Lumber Increase 1.25 BC 0.54 Vert(TL) -0.13 5-6 >648 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) 0.03 5 n/a n/a BCDL 10.0 Code FBC20101TPI2007 (Matrix-M) Weight:28 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-4-0 oc purlins, except BOT CHORD 2x4 SP No.2"Except* end verticals. B2:2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. _ REACTIONS. (Ib/size) 8=466/0-6-0 (min.0-1-8),4=142/Mechanical,5=58/Mechanical Max Horz 8=162(LC 12) Max Uplift8=-114(LC 12),4=-81(LC 12) Max Grav8=466(LC 1),4=146(LC 17),5=97(LC 3) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-8=-436/222,3-12=-1170/664 BOT CHORD 3-6=-1016/1578 NOTES- (7) 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=4.2psf;h=15ft;B=45ft;L=24ft;eave=4ft;Cat.II; Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Extedor(2)-1-4-13 to 1-7-3,Interior(1)1-7-3 to 6-11-4 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 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)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)4 except(jt=1b)8=114. 6)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 7)Segn:AO018202,Date:07/17/2014 LOAD CASE(S) Standard LICENSE'=, N0.42704 STATE OF :4 <d Rtp,P.•' NAL William M. Ranieri, P c # 42704 Job NSS TrUSS TypeA Dwg WO 048 Qty ply 728315 J7T1 Jack-Open 6 1 Job Reference(optional) American Builders Supply,Sanford,FL 32771 Run*7.520 s May�8 2014 Print 7.520 s May 8 2014 Mi rek Industries,Inc.Thu Jul 17 09:58:00 2014 Page 1 ID:c8A3zpKbMfNUP?GwJa8Yk9zZbN-5iZClecdmRVynLo2JDxD5v4QaicOD IrmDMQpNyxCmL 1�4 0 2-10-0 7-0-0 1 4 0 2-10-0 4-2-0 Scale:1/2"=1' 4 Dead Load Defl.=1/16 in 6.00 F12 kh 13 1 A 12 3 2 B3 6 B1 22411 d 7 1 8 2x4 11 3x6 11 2-10-0 7-0-0 _ 2-10-0 42-0 Plate Offsets(XY)— [3:0-2-2,0-0-8],18:0-3 8,0-1-8] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.42 Vert(LL) 0.07 5-6 >999 240 MT20 244/190 TCDL 10.0 Lumber Increase 1.25 BC 0.54 Vert(TL) -0.14 5-6 >590 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) 0.03 5 n/a n/a BCDL 10.0 Code FBC2010frPI2007 (Matrix-M) Weight:29 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-4-5 oc purlins, except BOT CHORD 2x4 SP No.2*Except* end verticals. B2:2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer REACTIONS. (Ib/size) 8=473/0-6-0 (min.0-1-8),4=142/Mechanical,5=61/Mechanical Installationuide. Max Horz 8=162(LC 12) Max Uplift8=-109(LC 12),4=-81(LC 12) Max Grav8=473(LC 1),4=146(LC 17),5=101(LC 3) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-8=-435/219,3-12=-1161/599 BOT CHORD 3-6=-925/1550 NOTES- (7) 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=4.2psf;h=15ft;B=45ft;L=24ft;eave=4ft;Cat.11; Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Extedor(2)-1-4-13 to 1-7-3,Interior(1)1-7-3 to 6-11-4 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 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)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)4 except Qt=1b)8=109. 6)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 7)Segn:AO018201,Date:07/17/2014 LOAD CASE(S) Standard ���, t►� M. ICENSE%:��m� N0.42704 STATE OF j4. 4 ,'I-- William M-William M. Ranieri, P c # 42704 Job cuss cuss Type 728315 EJ28 Jack-Open �� 1 T4 I Job Reference(optional) American Builder's Supply,Sanford,FL 32771 Run:7.520 s Ma 8 2014 Pmt:7.520 s May 8 2014 MTek Industries,Inc.Thu Jul 17 09:58:012014 Pa 1 ID:c8A9zpKbMfNUP?GwJa8Yk97ZbN-Zu7aE_dC04ZMaww?c1 kAmJSIR_AFIgY_'?t5_LpyxCmK -1-4-0 2-8-8 1 4 0 2-8-8 Scale=1:13.6 3 6.00 F,2 6 N 2 T1 o,r 1 131 4 5 3x6 I I 2-8-8 r 2-8-8 Plate Offsets(X,Y)— [5:0-4-8,6 1 8] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.21 Vert(LL) -0.00 4-5 >999 240 MT20 244/190 TCDL 10.0 Lumber Increase 1.25 BC 0.06 Vert(TL) -0.00 4-5 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 3 n/a n/a BCDL 10.0 Code FBC2010/TP12007 (Matrix-M) Weight:11 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-8-8 oc purlins, except BOT CHORD 2x4 SP No.2 end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 5=221/0-6-0 (min.0-1-8),3=52/Mechanical,4=19/Mechanical Max Hoa 5=86(LC 12) Max Uplift5=-91(LC 12),3=-32(LC 12) Max Grav5=221(LC 1),3=57(LC 17),4=44(LC 3) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- (7) 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=4.2psf;h=15ft;B=45ft;L=24ft;eave=4ft;Cat.II; Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-4-13 to 1-7-3,Interior(1)1-7-3 to 2-7-12 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 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)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)5,3. 6)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 7)Segn:AO018203,Date:07/17/2014 LOAD CASE(S) Standard LICENSE�';�� a s� No.42704 STATE OF � ORIDA'' k,`4 s �eou" Ift. William M. Ranieri, P # 42704 OI russ Truss Type • a+"9 No 051 728315 EJ71 Jack-Open 4 1 Job Reference(optional) American Builder's Supply,Sanford,FL 32771 Run:7.520 s May 2014 Print 7.520 s May 8 2014 M7ek Industries,Inc.Thu Jul 17 09:58:012014 Paggee 1 ID:cBA3zpKbMfNUP?GwJa8Yk9zZbN-Zu7aE_cKO4ZMaww?cl kAmJSHt_1 IIgY_?t5_Lp;MK 1 4 0 6-0-0 7-0-0 1�0 6-0-0 Scale:1/2"=1' 4 Dead Load Defl.=1/16 in 4x4 11 3 6.00 12 10 T1 A 9 2 83 1 B1 4x4= I6 7 1 8 2x4 11 3x6 11 6-0-0 7-0-0 6-0-0 1-0-0 Plate Offsets [8:0-3-8,0-1-81 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.31 Vert(LL) -0.04 7-8 >999 240 MT20 244/190 TCDL 10.0 Lumber Increase 1.25 BC 0.64 Vert(TL) -0.12 7-8 >693 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) 0.02 4 n/a n/a BCDL 10.0 Code FBC2010/TP12007 (Matrix-M) Weight:29 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 SP No.2*Except* end verticals. 132:2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer REACTIONS. (Ib/size) 8=375/0-6-0 (min.0-1-8),4=67/Mechanical,5=194/Mechanical Installation guide. Max Horz8=162(LC 12) Max Uplift8=-104(LC 12),4=-1 O(LC 12),5=-83(LC 12) Max Grav8=375(LC 1),4=69(LC 3),5=202(LC 17) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-8=-323/226 NOTES- (7) 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=4.2psf;h=15ft;B=45ft;L=24ft;eave=4ft;Cat.II; Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Extedor(2)-1-4-13 to 1-7-3,Interior(1)1-7-3 to 6-11-4 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 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)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)4,5 except Qt=1b) 8=104. 6)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 7)Segn:AO018204,Date:07/17/2014 LOAD CASE(S) Standard M. LICENSE'•;,�� s Na.42704 STATE OF q� 0 F1 William M. Ranieri, P c # 42704 Truss Truss TypeDwg No 052 728315 EJK1 JadaOpen 12 Qty Ply 1 Job Reference(optional) American Builder's Supply,Sanford,FL 32771 Run:7.520 s May 8 2014 Print:7.520 s May 8 2014 M7ek lndustnes,Inc.Thu Jul 17 09:58:02 2014 Page 1 ID:c8A3zpKbMfNUP?GwJa8Yk9zZjN-15hySKdyBOhDC4VB9kGPJW_05OT3U7o7D&XuFy -J 1 4 0 4-6- 1�0 4-6-4 Scale=1:17.2 3 6.00 FIT 6 N T1 N N 2 EVt 1 B1 4 5 3x6 11 4-&4 4 " - Plate Offsets(X,Y)- [&G-M,0-1-8] LOADING(psf) SPACING- 2-0-0 TCLL 20.0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP Plates Increase 12 5 TC 0.34 Vert(LL) 0.03 4-5 >999 240 MT20 244/190 TCDL 10.0 Lumber Increase 125 BC 0.22 Vert(TL) -0.04 4-5 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) -0.02 3 n/a n/a BCDL 10.0 Code FBC2010/TPI2007 (Matrix-M) Weight:17 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-6-4 oc purlins, except BOT CHORD 2x4 SP No.2 end verticals. WEBS 2x4 SP No.3 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 Installationguide.._ REACTIONS. (Ib/size) 5=282/0-4-0 (min.0-1-8),3=110/Mechanical,4=46/Mechanical Max Horz5=118(LC 12) Max Uplift5=-96(LC 12),3=-63(LC 12) Max Grav5=282(LC 1),3=114(LC 17),4=80(LC 3) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- (7) 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=4.2psf;h=15ft;B=45ft;L=24ft;eave=4ft;Cat.11; Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-4-13 to 1-7-3,Interior(1)1-7-3 to 4-5-8 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 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)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)5,3. 6)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 7)Segn:AO018205,Date:07/17/2014 LOAD CASE(S) Standard LICENS c No.42704 * . s STATE 8F ass ... ... t .. �� William M. Ranieri, P c # 42704 Job Truss Truss Type I Dwg No 053 728315 EXIS Jack-Open 4 7 Job Reference(optional) American Builders Supply,Sanford,FL 32771 Run:7.520 s May 8 2014 Print:7.520 s May 8 2014 M7ek Industries,Inc.Thu Jul 17 09:58:02 2014 Page 1 I D:c8A3zpKbMfNU P?GwJa8Yk9z4N-15hySKdy8Oh DC4VB9kGPJ W_QmOThU7o7DXrXu FyxC mJ 4-6-4 4-6-4 Scale=1:17.2 2 7�r 6.00 F12 Id 5 T1 cp Cl J N N 1 EV1 B1 3 4 3x6 11 4-6-4 Plate Offsets(X,Y)- [4:0-3-8,0-1-8) -- — LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/def! L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.36 Vert(LL) 0.04 3-4 >999 240 MT20 244/190 TCDL 10.0 Lumber Increase 1.25 BC 0.24 Vert(TL) -0.05 3-4 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) -0.02 2 n/a n/a BCDL 10.0 Code FBC2010fTP12007 (Matrix-M) Weight:15 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-6-4 oc purlins, except BOT CHORD 2x4 SP No.2 end verticals. WEBS 2x4 SP No.3 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 REACTIONS. (Ib/size) 4=173/0-6-0 (min.0-1-8),2=119/Mechanical,3=54/Mechanical Installation guide. Max Horz4=76(LC 12) Max Uplift4=-13(LC 12),2=-70(LC 12) Max Grav4=173(LC 1),2=122(LC 17),3=82(LC 3) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- (7) 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=4.2psf;h=15ft;B=45ft;L=24ft;eave=4ft;Cat.11; Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 4-5-8 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 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)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)4,2. 6)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 7)Segn:A0018206,Date:07/17/2014 LOAD CASE(S) Standard �LICENSE••;�� No.42704 s STATE OF o� '�[t�RtDP•'' �NAt� William M. Ranieri, P c # 42704 • ' I rusS TnEs Type Qty Dog No 087 728315 G Scissor 2 'jJob Reference I American Builders Supply,Sanford,FL 32771 ------ — _ —--Run:7.520 s May 8 2014 Prink 7.520 s May,8 2014 MrTek Industries,Inc.Thu Jul 17 09:58:03 2014 1 ID:c8A3zpKbMfNUP?GwJa8Yk9zZEN-VHFLfgeavhg4pE3NjRnerk)Q_ohTDSrHSBa4Qiy m1 1 4 0 1�0 5.9-11 9-8-0 13-"_ 17-10-0 19 4311 3-10- 3-16 4-3-11 1-0 0 4-0 20-6-0 , 1-0 0 1-0 0 Scale=1:35.9 4x4- Dead Load Defl.=1/4 in 5 6.00 F12 4x6 17 18 64x6 4 1 2x4 11 2x4 11 13 7 3 _ 58 8 2 N �1 , B4 91� 16 15 14 3.00 12 12 11 10 316 11 5x6= 5x6= 3x6 11 7 9S0 17-10.0 1&9-094-0 7 61:M-00 6-2-0 6-2-0 0-11-0 7 Plate Offsets(XY) [10.0--8 0-1-8] [16:0-3-8,0-1-81 _- LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.46 Vert(LL) -0.16 13-14 >999 240 MT20 244/190 TCDL 10.0 Lumber Increase 1.25 BC 0.72 Vert(TL) -0.44 13-14 >489 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.53 Horz(TL) 0.09 11 n/a n/a BCDL 10.0 Code FBC2010/TPI2007 (Matrix-M) Weight:101 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-4-1 oc purlins, except BOT CHORD 2x4 SP No.2 end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 15=854/04-0 (min.0-1-8),11=854/0-4-0 (min.0-1-8) Max Horz 15=-135(LC 10) Max Upliftl5=-263(LC 12),11=-247(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-514/93,3-4=-486/135,4-17=-1180/290,5-17=-1121/303,5-18=-1121/289, 6-18=-1180/276,6-7=-486/136,7-8=-514/93,2-16=462/172,8-10=-462/172 BOT CHORD 15-16=-43/390,14-15=-24/466,13-14=-227/1170,12-13=-268/1165,11-12=43/390, 10-11=-43/390 WEBS 5-13=-132/792,6-12=-908/321,4-14=-908/337 NOTES- (7) 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=4.2psf;h=15ft;B=45ft;L=24ft;eave=4ft;Cat.11; Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-4-13 to 1-4-4,Interior(1)1-4-4 to 9-8-0,Exterior(2)9-8-0 to 12-8-0 zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber D0L=1.60 plate grip DOL=1.60 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)'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. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except OH-b)15=263, 11=247. 6)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 7)SegnAO018240,Date:07/17/2014 LOAD CASE(S) Standard LIC NSE - r N0.42704 z STATE OF J ss�i7NA1.���` William M. Ranieri, P c # 42704 Job NSSNSS ype / 1 DMq NO 085 728315 G7 Common 1 1 Job Reference(optional) American Builders Supply,Sanford,FL 32771 Run:7.520 s May 8 2014 Print:7.520 s May 8 2014 Walk Industries,Inc.Thu Jul 17 09:58:03 2014 papa 1 ID:CBA3zpKbMflVUP7GwJa8Yk9zZjN-VHFLfgeavhg4pE3NjRnerkXdhogW DXtHSBa4QWuml 1 4 0 5.5-9 9-" 13 10 8 19-4-0 20.8-0 1�0 5-5-9 4-2-8 4 2-8 5-5-9 14-0 Scale=1:35.3 4x4= Dead Load Deft.=3/16 in 5 6.00 12 2x4\ 20 21 2x4/� 4 6 1 T 3x4 t9 22 3x4 3 7 2 8 tj1 B1 82 9 I� 10 3x8 I I 6x8= 3x8 I I 9-8-0 194-0 9-8-0 9.8-0 Plate Offsets(X,Y)- [2:0-3-S,Edae],[8:0-4-1,Edae] [10:04-0,0-3-01 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TOLL 20.0 Plates Increase 1.25 TC 023 Vert(LL) -0.11 10-13 >999 240 MT20 244/190 TCDL 10.0 Lumber Increase 1.25 BC 0.78 Vert(TL) -0.30 10-13 >783 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.20 Horz(TL) 0.03 8 n/a n/a BCDL 10.0 Code FBC2010/TP12007 (Matrix-M) Weight:92 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-4-7 oc purlins. BOT CHORD 2x4 SP No.2 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 SLIDER Left 2x4 SP No.3 1-6-0,Right 2x4 SP No.3 1-6-0 [be installed during truss erection,in accordance with Stabilizer REACTIONS. (Ib/size) 2=857/0-6-0 (min.0-1-8),8=857/0-6-0 (min.0-1-8) Installation guide. Max Horz 2=-135(LC 10) Max Uplift2=-244(LC 12),8=-244(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-834/0,3-19=-1143/352,4-19=-1091/367,4-20=-896/296,5-20=-834/307, 5-21=-834/307,6-21=-896/296,6-22=-1091/367,7-22=-1143/352,7-8=-834/0 BOT CHORD 2-10=-216/975,8-10=-242/975 WEBS 5-10=-113/535,6-10=-302/189,4-10=-302/189 NOTES- (7) 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=4.2psf;h=15ft;B=45ft;L=24ft;eave=4ft;Cat.11; Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-14-13 to 1-7-3,Interior(1)1-7-3 to 9-8-0,Exterior(2)9-8-0 to 12-8-0 zone;cantilever left and right exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)'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. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except Ot=lb)2=244, 8=244. 6)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 7)Segn:A0018238,Date:07/17/2014 LOAD CASE(S) Standard ' LICENSE'•; N0.42704 STATE OF r 0 FWD 600 William M. Ranieri, P c # 42704 lJob I ply n,ss nus ypeDwg No 086 728315 G2 COfnmOn 1 1 Job Reference(optional) Qty American Buiklefs Supply,SardoM,FL 32771 Run:7.520 s May 8 2014 Print 7.520 s May 8 2014 M7ek Industries,Inc.Thu Jul 17 09:58:04 2014 Page 1 ID:c8A3zpKbMf 4UP?GwJa8Yk9zZDN-zToXW-g?yxROeZH9ftOx4o6COgy_40hrKeyByxCmH 55-5-99 8 0 13-10-8 19.4-0 20-8-0 5-5-9 4 2 8 4-2-8 5-5-9 Sale=1:34.6 4x4= Dead Load Defi.=3/16 in 4 6.00 12 2w4 19 2x4 3 5 18 3x4 21 63x4 2 1 7 B, F 82 6 I� 9 3x8 I1 5— 3x8 11 9-&0 19.4-0 9-8-0 948-0 Plate Offsets QX Y)— [1.0 -8 Edgel 17:0-4-1 Edne1 [9:04-0,0-3-01 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.25 Vert(LL) -0.11 9-12 >999 240 MT20 244/190 TCDL 10.0 Lumber Increase 1.25 BC 0.78 Vert(TL) -0.30 9-12 >764 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.21 Horz(TL) 0.03 7 n/a n/a BCDL 10.0 Code FBC2010/TP12007 (Matrix-M) Weight:90 Ib FT=20% LUMBER- — BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-4-1 oc purlins. BOT CHORD 2x4 SP No.2 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 SLIDER Left 2x4 SP No.3 1-6-0,Right 2x4 SP No.3 1-6-0 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 1=770/Mechanical,7=860/0-6-0 (min.0-1-8) Max Horz 1=-131(LC 10) Max Upliftl=-178(LC 12),7=-246(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-856/34,2-18=-1109/390,3-18=-1107/399,3-19=-904/311,4-19=-841/326, 4-20=-841/310,5-20=-903/299,5-21=-1097/383,6-21=-1150/367,6-7=-833/0 BOT CHORD 1-9=-254/992,7-9=-255/981 WEBS 4-9=-134/539,5-9=-302/188,3-9=-313/194 NOTES- (8) 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=4.2psf;h=15ft;B=45ft;L=24ft;eave=4ft;Cat.11; Exp C;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 9-8-0,Exterior(2)9-8-0 to 12-8-0 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 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)'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. 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 atjoint(s)except Qt=1b)1=178, 7=246. 7)"Semi-rigid pitchbreaks including heels'Member end fixity model was used in the analysis and design of this truss. 8)Segn:A0018239,Date:07/17/2014 LOAD CASE(S) Standard 'LICENSE�••,•��� No.427p4 STATE 8F r 0 F1 William M. Ranieri, P c # 42704 Qty o cuss Common 2 ruse Type 728315 GA 7 1 �No 091 Job Reference(optiona0 Amenean builders Supply,Sanford,FL 32771 Run:7.520 s May 8 2014 Print 7.520 s May 8 2014 M7ek Industries,Inc.Thu Jul 1709:58:04 2014 Pa 1 1 4 0 4-5-14 8.11 8 ID:o8A3zpKbMfNU?GwJa8Yk9z2jjN-zTojtOfCg?yxROeZ'9;Ox4oAC2hy?TOhrKeyOyxt Par 13-5-2 1�0 1-0 4-5.14 4-5-10 4-5-10 4-5-14 4x4= Scale=1:32.5 Dead Load Defl.=1/8 in 5 6.00 12 t9 20 2x4 2x4 4 6 U. 1NI 21 3x4 18 3x4 3 7 2 8 4 1 1311 132 l� 9 11 5x8= 3x6 11 8-11.8 17-11-0 8-11-8 8.11.8 Plate Offsets(X,Y)- [2:0-4-1,Edge] [8:0-3-8 Edaa] [9:0-4-0,0-3-01 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.24 Vert(LL) -0.08 9-12 >999 240 MT20 244/190 TCDL 10.0 Lumber Increase 1.25 BC 0.66 Vert(TL) -0.22 9-12 >987 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.18 Horz(TL) 0.03 8 n/a n/a BCDL 10.0 Code FBC2010frP12007 (Matrix-M) Weight:85 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-6-4 oc purlins. BOT CHORD 2x4 SP No.2 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 SLIDER Left 2x4 SP No.3 1-6-0,Right 2x4 SP No.3 1-6-0 be installed during truss erection,in accordance with Stabilizer REACTIONS. (Ib/size) 8=713/0-6-0 (min.0-1-8),2=804/0-6-0 (min.0-1-8) Installation guide. Max Horz 2=123(LC 11) Max Uplift8=-164(LC 12),2=-233(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-753/0,3-18=-1072/355,4-18=-996/367,4-19=-838/273,5-19=-776/284, 5-20=-776/300,6-20=-839/289,6-21=-1006/385,7-21=-1082/373,7-8=-778/61 BOT CHORD 2-9=-272/921,8-9=-274/934 WEBS 5-9=-93/473,6-9=-298/185,4-9=-283/178 NOTES- (7) 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=4.2psf;h=15ft;B=45ft;L=24ft;eave=4ft;Cat.11; Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-4-13 to 1-7-3,Interior(1)1-7-3 to 8-11-8,Exterior(2)8-11-8 to 11-11-8 zone;cantilever left and right exposed;C-C for members and forces R MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4).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. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except Ot=1b)8=164, 2=233. 6)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 7)Segn:A0018244,Date:07117/2014 LOAD CASE(S) Standard LICENSE No.42704 i STATE OF William M. Ranieri, P c # 42704 Russ Truss Type 728315 D9 No 088 Qty ply GA1 Hoff Hip 1 1 Job Reference(optional) American Builders Supply,Sanford,FL 32771 Run:7.520 s May 8 2014 Print:7.520 s May 8 2014 MTek Industries,Inc.Thu Jul 17 09:58:05 2014 Page 1 I D:cBA3zpKbMfN UP?GwJa8Yk9z7iN-RgM54 Mfq RJ4o3YDmrsp6w8cuUbMghLkavV3BUayxCmG -1-4-0 5-2-2 8-1-4 12-10-0 17-11-0 1�-0 5-2-2 2-11-3 4-9-2 5-0-10 Scale=1:31.7 4x4_ Dead Load Defl.=5/16 in 3x4= 2x4 5 17 18 6 19 20 7 2 Ej 6.00 12 2x4�\ 4 16 1 3x4 15 3 2 1 B1 B2 10 9 _ 3x4= 8 3x6 I I 3x9— 4x4= B-1-4 17-11-0 B-1-4 9-9-12 Plate Offsets[)Q07 [2:0-2-13,0-1-9] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.53 Vert(LL) -0.21 8-10 >998 240 MT20 244/190 TCDL 10.0 Lumber Increase 1.25 BC 0.80 Vert(TL) -0.55 8-10 >391 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.63 Horz(TL) 0.03 8 n/a n/a BCDL 10.0 Code FBC2010/TPI2007 - (Matrix-M) Weight:96 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-5-4 oc purlins, except BOT CHORD 2x4 SP No.2 end verticals. WEBS 2x4 SP No-3 BOT CHORD Rigid ceiling directly applied or 8-11-5 oc bracing. SLIDER Left 2x4 SP No.3 1-6-0 MiTekrecommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 8=708/0-6-0 (min.0-1-8),2=798/0-6-0 (min.0-1-8) Max Horz2=182(LC 12) Max Uplift8=-182(LC 12),2=-212(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-558/9,3-15=-1045/325,15-16=-989/333,4-16=-972/340,4-5=-868/285, 5-17=-742/286,17-18=-742/286,6-18=-742/286 BOT CHORD 2-10=-422/884,9-10=-248/573,8-9=-248/573 WEBS 6-10=-51/305,6-8=-741/336 NOTES- (8) 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=4.2psf;h=15ft;B=45ft;L=24ft;eave=4ft;Cat.ll; Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-4-13 to 1-7-3,Interior(1)1-7-3 to 8-1-4,Exterior(2)8-1-4 to 12-4-3 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 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)except(jt=lb)8=182, 2=212. 7)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 8)Segn:A0018241,Date:07/17/2014 LOAD CASE(S) Standard LICENSE'• � � No.42704 STATE 8F•�:,4 William M. Ranieri, P # 42704 Job I Nss Truss Type _. •- 728315 GA5 Hip Girder 1 1 1 Dvg No 089 IJob Reference(optional) American Builder's Supply,Sanford,FL 32771 Run:7.520 s Mayy 8 2014 Print:7.520 s May 8 2014 MTek Industries,Inc.Thu Jul 17 09:58:06 2014 Pa 1 ID:c8A3zpKbMfNUP?GwJa8Yk9zZBN-vswTHigSCcCfgioyOaKLTM91 Z?fRQugj89pi10yxcmF 1 4 0 5-0-0 8-11-8 12-11-0 _ 17-11-0 1 4 0 5-0-0 3-11-8 3-11-8 5.0-0 Scale=1:31.5 Dead Load Defl.=5/16 in Spedw = NAILED Special NAILED 3X4= NAILED 4x4 4 20 21 5 22 23 6 6.00 12 3x4 3x4 4 CM 3 7 8 2 rM 1$ 11 24 10 25 26 9 3x4= NAILED 4x6= NAILED NAILED 3x4= 3x8 I I 3x6 I I Special Special 5-0-0 12-11-0 17-11-0 5-0-0 7-11-0 5-0-0 Plate Offsets(X,Y)— [2:04-1,Edge],[8:0-3-9,0-1-5] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/def! Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.70 Vert(LL) -0.15 9-11 >999 240 MT20 244/190 TCDL 10.0 Lumber Increase 1.25 BC 0.96 Vert(TL) -0.44 9-11 >486 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.20 Horz(TL) 0.06 8 n/a n/a BCDL 10.0 Code FBC2010/TPI2007 (Matrix-M) Weight:83 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-4-9 oc purlins. BOT CHORD 2x4 SP No.2'Except* BOT CHORD Rigid ceiling directly applied or 8-3-8 oc bracing. B2:2x4 SP M 30 MiTek recommends that Stabilizers and required cross bracing WEBS 2x4 SP No.3 be installed during truss erection,in accordance with Stabilizer SLIDER Left 2x4 SP No.3 1-6-0,Right 2x4 SP No.3 1-6-0 Installation quide. REACTIONS. (Ib/size) 8=1052/0-6-0 (min.0-1-8),2=1142/0-6-0 (min.0-1-8) Max Horz 2=75(LC 24) Max Uplift8=-278(LC 8),2=-347(LC 8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-666/128,3-4=-1760/459,4-20=-1527/436,20-21=-1527/436,5-21=-1527/436, 5-22=-1543/445,22-23=-1543/445,6-23=-1543/445,6-7=-1775/467,7-8=-756/174 BOT CHORD 2-11=-347/1504,11-24=496/1824,10-24=-496/1824,10-25=-496/1824,25-26=-496/1824, 9-26=-496/1824,8-9=-355/1521 WEBS 4-11=-19/522,5-11=-430/215,5-9=-391/193,6-9=-8/523 NOTES- (11) 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=4.2psf;h=15ft;B=45ft;L=24ft;eave=4ft;Cat.II; Exp C;Encl.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;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)except Qt=lb)8=278, 2=347. 7)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 8)"NAILED"indicates 3-1 Od(0.148"x3")or 3-12d(0.148"x3.25")toe-nails.For more details refer to MiTek's ST-TOENAIL Detail. 9)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)232 Ib down and 199 Ib up at 5-0-0, and 225 Ib down and 215 Ib up at 12-11-0 on top chord,and 104 Ib down and 9 Ib up at 5-0-0,and 104 Ib down and 9 Ib up at 12-10-4 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. 10)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). 11)Segn:A0018242,Date:07/17/2014 e _ LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 ''++ Uniform Loads(plf) LICEN Vert:14=-60,4-6=-60,6-8=-60,12-16=-20 No.42704 rs * �* Continued on page 2 STATE OF , •, %X 0 Rt'Q,,�.�� �40NA t William M. Ranieri, P c # 42704 Truss nus ype f)Ng No 089 728315 GA5 Hip Girder 1 1 Job Reference(optional) Artrerican Builders Supply,Sanford,FL 32771 Run:7.520 s May 8 2014 Print:7.520 s May 8 2014 Mi ek Irdustnes,Inc.Thu Jul 17 09.58.06 2014 Page 2 ID:c8A3zpKbMfNUP?GwJa8Yk9zTjN-vswTHigSCcCfgioyQaKLTM91 Z?fRQugj89p110yxcmF LOAD CASE(S) Standard Concentrated Loads(Ib) Vert:4=-136(B)6=136(B)11=-57(B)5=-64(B)9=-57(B)21=-64(B)23=-64(B)24=-33(B)25=-33(B)26=-33(B) ���•;' LICENSE••;���� c� No.42704 S STATE OF fi •� % o .< a1v.�•'•ti William M. Ranieri, P c # 42704 Job Truss Truss Type fang No 090 728315 CiA7 Hip 1 1 Job Reference o tional Mierican Builders Supply,Sanford,FL 32771 Run:7.520 s May 8 2014 Print:7.520 s May 8 2014 M?ek Industries,Inc.Thu Jul 17 09:58:06 2014 Page 1 ID:c8A3zpKbMNUP?GwJa8Yk9z74N-vswTHigSCcCfgioytOaKLTM93D?n1C twYj89p1l6MF 1 a 0 7-0-0 10-11-0 17-11-0 7-0-0 3-11 0 7-0-0 Scale=1:31.0 4x8= Dead Load Defl.=1/8 in 4x4= 4 21 5 T2 6.00 12 20 T3 22 q 1 N 3x4 i 194 3 6 2 7 B, B2 I0- 10 9 8 3X6 11 2x4 11 3x4= 3x4= 4x4 11 7-0-0 10-11-0 17-11-0 7-0.0 3-11-0 —� 7-0-0 Plate Offsets MY)- 12:0-3-1,0-1-91 [4:6:54,0-2-0],[7:0-2-104"] LOADING(psf) SPACING- 2-M CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.53 Vert(LL) 0.07 8-13 >999 240 MT20 244/190 TCDL 10.0 Lumber Increase 1.25 BC 0.43 Vert(TL) -0.15 8-13 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.08 Horz(TL) 0.02 2 n/a n/a BCDL 10.0 Code FBC2010/TP12007 (Matrix-M) Weight:81 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-10-7 oc purlins. BOT CHORD 2x4 SP No.2 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 SLIDER Left 2x4 SP No.3 1-6-0,Right 2x4 SP No.3 1-6-0 be installed during truss erection,in accordance with Stabilizer REACTIONS. (Ib/size) 7=713/0-0-0 (min.0-1-8),2=804/0-6-0 (min.0-1-8) Installation guide. Max Horz 2=99(LC 11) Max Uplift7=-164(LC 12),2=-233(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-525/0,3-19=-996/351,19-20=-952/356,4-20=-917/372,4-21=-831/390, 5-21=-831/390,5-22=-926/369,6-22=-1003/353,6-7=-541/0 BOT CHORD 2-10=-280/819,9-10=-247/823,8-9=-247/823,7-8=-295/827 NOTES- (8) 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf,BCDL=4.2psf;h=15ft;B=45ft;L=24ft;save=oft;Cat.II; Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-4-13 to 1-7-3,Interior(1)1-7-3 to 7-0-0,Exterior(2)7-0-0 to 10-11-0 Interior(1)15-1-15 to 17-11-0 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 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-M 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)except(it--lb)7=164, 2=233. 7)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 8)SegnAO018243,Date:07/17/2014 LOAD CASE(S) Standard . 'p M. LICENSE%. No.42704 STATE OF 4.4 William M. Ranieri, P c # 42704 Truss Truss Type Qty Ply ITng No 092 728315 GG Monopkch Girder 1 t Job Reference(optional) American Builders Supply,Sanford,FL 32771 Run:7.520 s May'8 2014 Print:7.520 s May 8 2014 MTek Industries,Inc. Thu Jul 17 09:58:07 2014 Page 1 ID:cBA3zpKbMfN UP?GwJa8Yk9zZh N-02UrV2h5zwKVl rNByH ra?ZiJ2P5J9N 1 tN pYIZTyxCmE 3-0-0 3-0-0 -- Scale=1:13.5 2 2x4 II 6.00 12 T1 EV2 1 1 7 3 HUS26 2x4 11 3x4= 30-0 30-0 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.20 Vert(LL) -0.01 3-6 >999 240 MT20 244/190 TCDL 10.0 Lumber Increase 1.25 BC 0.53 Vert(TL) -0.03 3-6 >999 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.00 Horz(TL) 0.01 1 n/a n/a BCDL 10.0 Code FBC20101TPI2007 (Matrix-M) Weight:14 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins, except BOT CHORD 2x6 SP No.2 end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. F ek recommends that Stabilizers and required cross bracing nsg truss erection,in accordance with Stabilizer allation guide. REACTIONS. (Ib/size) 1=541/0-6-0 (min.0-1-8),3=437/Mechanical Max Horz 1=51(LC 21) Max Upliftl=-1 15(LC 8),3=-124(LC 8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- (10) 1)Wind:ASCE 7-10;VuIt=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=4.2psf;h=15ft;B=45ft;L=24ft;eave=4ft;Cat.ll; Exp C;Encl.,GCpi=0.18;MW FRS(directional);cantilever left and right exposed;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)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 atjoint(s)except Ot=1b)1=115, 3=124. 6)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 7)Use Simpson Strong-Tie HUS26(14-10d Girder,4-10d Truss,Single Ply Girder)or equivalent at 1-2-12 from the left end to connect truss(es)G2(1 ply 2x4 SP)to front face of bottom chord,skewed 0.0 deg.to the left,sloping 0.0 deg.down. 8)Fill all nail holes where hanger is in contact with lumber. 9)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). 10)Segn:A0018245,Date:07/17/2014 LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-2=-60,3-4=-20 Concentrated Loads(lb) Vert:7=-750(F) 'LICENSE = Nov 42704 s STATE OF *94#00469, 0 William M. Ranieri, P c # 42704 Job Truss NS8 yp8Qty ply Or+9 No 093 728315 GX Sci■aor StrucWral t t Job Reference(optional) American Builders Supply,Sanford,FL 32771 Run:7.520 s May 8 2014 Print:7.520 s May 8 2014 M7ek Industries,Inc.Thu Jul W-09:58:07 2014 Paggee t ID:c8A3zpKbMfN UP?GwJa8Yk9zZ).N-02U rV2h5zwKV IrN8yHra?ZUFP3n9G6tNpYIZT7",E 9-8-0 13�6 17-10-0 19-4-0 20 8 0 140 1$-0 4317 3-10-6 3106 4-3-11 1-0-0 140 Scale=1:35.9 4x4= Dead Load Defl =1/4 in 5 6.00 F12 7x8 34 35 67x8 4 T T 1 3x4 33 T 13 0 36 3x4 _ 2 $V 5x8 R3 8 � I�N 1 134 16 9 14 310 3x6 1115 5x6— .00 12 12 11 3xx 5x6= 6 11 7 1S0 9-8-0 17-10-0 18-90 7 0 11-0 8-2-0 6-2-0 0 1 t-0194-0 7 Plate Offsets(X,Y)- [4:0-4-0,0-2-41,[6:0-4-0,0-24],[10:0-3-8,0-1-81,[16-.O-M,0-1-81 L19:0-1-10,0-1-Ol,f29.-0-1-10,0-1-01 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defi Ltd PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.25 Vert(LL) -0.15 13-14 >999 240 MT20 244/190 TCDL 10.0 Lumber Increase 1.25 BC 0.69 Vert(TL) -0.39 13-14 >542 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.51 Horz(TL) 0.09 11 n/a n/a BCDL 10.0 Code FBC201 O/TP12007 (Matrix-M) Weight:123 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-4-1 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. OTHERS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer REACTIONS. (Ib/size) 15=854/04-0 (min.0-1-8),11=854/0-4-0 (min.0-1-8) Installation guide. Max Horz 15=-135(LC 10) Max Upliftl5=-263(LC 12),11=-247(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 3-33=-537/109,4-33=-476/125,4-34=-1177/290,5-34=-1117/304,5-35=-1117/290, 6-35=-1177/276,6-36=-476/126,7-36=-537/109 BOT CHORD 13-14=-228/1175,12-13=-272/1169 WEBS 5-13=-136/791,6-12=-877/329,4-14=-877/346,3-15=-923/264,7-11=-923/262, 3-14=-80/607,7-12=-79/607 NOTES- (10) 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=4.2psf;h=15ft;B=45ft;L=24ft;eave=4ft;Cat.II; Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-14-13 to 1-7-3,Interior(1)1-7-3 to 9-8-0,Extedor(2)9-8-0 to 12-8-0 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 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 2x4 MT20 unless otherwise indicated. 5)Gable studs spaced at 14-0 oc. 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)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except Qt=lb)15=263, 11=247. 9)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 10)Segn:A0018246,Date:07/17/2014 ■ LOAD CASE(S) Standard P ,...�� +• y_ '+LICENSE•• ■ No42704 • z TATE OF 4'4 0 RCD.•• William M. Ranieri, P # 42704 Job nM Truss Type Dwg No 094 728315 H1 Roof Special Girder 1QtY Ply 1 Job Reference(optional) American Builder's Supply,Sanford,FL 32771 Run:7.520 s Mayy8�2014 Print:7.520 s May 8 2014 Mi-Tek Industries,Inc.Thu Jul 17 09:58:08 2014 Page 1 ID:c8A3zpKbU NUP?GwJaBYk9zZjN-sE2EiNijkESMw?yLW?MpYnEPYpOguerOcTlr5vyxCmD 1-0 0 1 0 0 4-2-8 9-8-8 15-2-718 5 0 19-5-0 20-9-0 1�0 1-0 0 3-2-8 5-0-0 5-6-0 3-2-8 1-0-0 1 d-0 Scale=1:36.6 Dead Load Deft.=3/16 in 4x4= 5 Special T 6.00 F12 5x6= 4x4= 4x4= 5x6 2x4 1; 3 NAILED 6 2x4 44211 EV1 T2 T5 8 2 1 0 1 9 o 1 B1 B2 ld i 17 18 14 73 12 11 153x4= 10 Special NAILED 4x4= 4x4= 4x8= 4x4= 3x4= 4 2 8 9-8-8 15-2-7 19.5-0 42-8 _ 5-6-0 - 5-6-0 42$ Plate Offsets(),Y)- [3:0-3-0,0-2-01,[1:0-3-0,0-2-01 LOADING(psf) SPACING- 2-0-0 CSL DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.54 Vert(LL) -0.1211-12 >999 240 MT20 244/190 TCDL 10.0 Lumber Increase 1.25 BC 0.72 Vert(TL) -0.3011-12 >759 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.80 Horz(TL) 0.06 10 n/a n/a BCDL 10.0 Code FBC2010/TP12007 (Matrix-M) Weight 102 Ib- FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-11-0 oc purlins, except BOT CHORD 2x4 SP No.2 end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 8-M oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. _. REACTIONS. (Ib/size) 10=844/0-6-0 (min-0-1-8),15=699/0-6-0 (min.0-1-8) Max Horz 15=-96(LC 6) Max Uplift10=-248(LC 8),15=-241(LC 8) Max Grav 10=844(LC 1),15=724(LC 36) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 3-16=-1999/491,4-16=-1999/491,4-5=-1140/279,5-6=-1140/279,6-7=-2145/489 BOT CHORD 15-17=-61/533,17-18=-61/533,14-18=-61/533,13-14=-458/2070,12-13=-458/2070, 11-12=-457/2214,10-11=-63/544 WEBS 3-14=-408/1647,414=-508/176,4-12=-1142/326,5-12=-81/606,6-12=-1261/326, 6-11=-500/182,7-11=-390/1691,3-15=-703/125,7-10=-765/165 NOTES- (11) 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=4.2psf;h=15ft;B=45ft;L=24ft;eave=4ft;Cat.11; Exp C;Encl.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;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)except Qt=1b)10=248, 15=241. 7)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 8)"NAILED"indicates 3-1 Od(0.148"x3")or 3-12d(0.148"x3.25")toe-nails.For more details refer to MiTek's ST-TOENAIL Detail. 9)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)140 Ib down and 226 Ib up at 1-0-0 on top chord,and 7 Ib down and 80 Ib up at 1-0-0 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. 10)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). 11)Segn:A0018247,Date:07/17/2014 ' LOADCASE(S) Standard ,��. '�LICENS.* - 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 moi► ' Uniform Loads(plf) ' >~ Vert:1-2=-60,2-3=-60,3-4=-60,4-5=-60,5-6=-60,6-7=-60,7-8=-60,8-9=-60,10-15=-20 s No.42704 Continued on page 2 i 7[ • STATE OF ,-* d R10 06 ti %946"401W.•4rp4Nr'. y �7NAL� William M. Ranieri, P # 42704 NSS n1SS ypB r f)*9 No 094 728315 H7 Roof Special Girder 1 1 Job Reference(optional) American Builder's Supply,Sanford,1 32771 Run:7.520 s Mayy 8�2014 Print:7.520 s May 8 2014 MTek Industries,Inc.Thu Jul 17 09:58:08 2014 2 ID:e8 ;'KbMINUP?GwJa8Yk9zZjN-sE2EiNijkESMw?yLW?MpYnEPYpOguerOcTlrSvy mD LOAD CASE(S) Standard Concentrated Loads(lb) Vert:3=74(B)16=32(B)17=46(B)18=19(B) LICENSE�•••��m No.42704 STATE OF 4 D. �8 R�O�'•�\`�' William M. Ranieri, P c # 2704 Job intssType Dwg No 095 728315 TnSS 3 Roof Special 7" 7� oe reno I American Builders Supply,Sanford,FL 32771 Run:7.520 s May 8 2014 Pmt 7.520 s MMaayy B 2014 MTek Industries,Inc.Thu Jul 17 09:58:09 2014 t ID:c8A3zpKbMfNUP?GwJa8Yk9zZlNaCRocwjjLVXaDX9XX4iu25_ndlDoSdCc9g71PdL mC 30 0 B 2 8 9-" 132-7 16-5-0 t 9-5-0 30-0 32-8 3.6 0 36-0 32 8 3— Scale=1:32.9 Dead Load Defl.=3/16 in 4x4= 5 23 6.00 12 4x4= 4x4= T 4x4= 4x4= 3 22 6 T2 T5 4x4 8 4x4 2 T 9 1 N B1 1� 12 11 10 3411 3x8= 3x4_ 3x6= 3x6 I I 6-2-8 132-7 19.5-0 -� 6-2-8 7-0-0 6-2-8 Plate Offsets(X,Y)— [1:0-2-12,0-1-131,[9:0-5-5,0-1-131 — LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.38 Vert(LL) 0.11 10-12 >999 240 MT20 244/190 TCDL 10.0 Lumber Increase 1.25 BC 0.49 Vert(TL) -0.3210-12 >737 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.38 Horz(TL) 0.03 9 n/a n/a BCDL 10.0 Code FBC2010/TPI2007 (Matrix-M) Weight:98 Ib FT=20% LUMBER- -� BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-1-13 oc purlins. BOT CHORD 2x4 SP No.2 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 SLIDER Left 2x6 SP No.2 1-6-0,Right 2x6 SP No.2 1-6-0 be installed during truss erection,in accordance with Stabilizer Installation uide. _ REACTIONS. (Ib/size) 1=777/0-6-0 (min.0-1-8),9=777/0-6-0 (min.0-1-8) Max Horz 1=79(LC 11) Max Upliftl=-1 81(LC 12),9=-181(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-403/107,2-3=-1143/447,3-21=-1609/589,4-21=-1609/589,4-22=-1919/720, 55-22=-1878/731,5-23=-1878/731,6-23=-1919/720,6-24=-1609/589,7-24=-1609/589, 7-8=-1143/447,8-9=-403/106 BOT CHORD 1-12=-333/958,11-12=-301/992,10-11=-301/992,9-10=-332/958 WEBS 3-12=-2211783,4-12=-1033/441,5-12=-356/995,5-10=-356/995,6-10=-1034/441, 7-10=-220/783 NOTES- (8) 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=4.2psf;h=15ft;B=45ft;L=24ft;eave=4ft;Cat.ll; Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 6-2-8,Interior(1)6-2-8 to 9-8-8,Exterior(2)9-8-8 to 12-8-8, Interior(1)13-2-7 to 16-5-0 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 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)except Qt=1b)1=181, 9=181. 7)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 8)Segn:AO018248,Date:07/17/2014 LOAD CASE(S) Standard M. .� LIC NSC, N0.42704 z STATE OF :Sse ORA.- ti �DNAIL� William M. Ranieri, P c # 42704 Kusa ruse Typeply 728315 H5 Hip 1 1 Dwg No 098 :77 Job Reference o tional) American Buiklees supply,Sanford,FL 32771 Run:7.520 s May 8 2014 Print:7.520 s May 8 2014 M7ek Industries,Inc.Thu Jul 17 09:58:09 2014 Page 1 ID:cBMzpKbMfNUP?GwJaBYk9zZjN-KRccwj LVXaDX9X0(4iu25_ndDk4dDl9g71 PdLyxCmC 5-0-0 9.8-8 14-5-0 18-9-8 5-0-0 4-8-8 4-8-8 4 4 B Scale=1:308 i Dead Load DO =1/4 n 4x4= 3x4= 4x4= 3 16 17 4 18 19 5 &00 12 E"4x4 15 4x4 2 1 N 10 9 _ 8 7 3x8 11 3x4— 3x4 4.8= 2x4 11 i 5-0-0 14-5-0 18-9-8 5-0-0 9-5.0 4.4-8 Plate Offsets(X,Y)— [1:0-2-12,0-1-131 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in floc) I/defl Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.44 Vert(LL) -0.16 8-10 >999 240 MT20 244/190 TCDL 10.0 Lumber Increase 1.25 BC 0.71 Vert(TL) -0.43 8-10 >516 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.31 Horz(TL) 0.03 7 n/a n/a BCDL 10.0 Code FBC2010/TPl2007 (Matrix-M) Weight:92 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP Not TOP CHORD Structural wood sheathing directly applied or 4-8-11 oc purlins, except BOT CHORD 2x4 SP No.2 end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 9-2-0 oc bracing. SLIDER Left 2x6 SP No.2 1-6-0 MiTek recommends that Stabilizers and required cross bracing [be installed during truss erection,in accordance with Stabilizer Installation uide. REACTIONS. (Ib/size) 1=746/0-6-0 (min.0-1-8),7=746/Mechanical Max Horz 1=57(LC 11) Max Upliftl=-1 73(LC 12),7=-174(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-377/79,2-15=-1111/382,3-15=-1042/389,3-16=-943/394,16-17=-943/394, 4-17=-943/394,4-18=-883/354,18-19=-883/354,5-19=-883/354,5-20=-946/353, 6-20=-1027/345,6-7=-723/283 BOT CHORD 1-10=-292/930,9-10=-404/1151,8-9=404/1151 WEBS 3-10=-19/331,4-10=-313/143,4-8=-369/182,5-8=0/264,6-8=-198/806 NOTES- (9) 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=4.2psf;h=15ft;B=45ft;L=24ft;eave=4ft;Cat.11; Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 5-0-0,Exterior(2)5-0-0 to 18-7-12 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 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)Refer to girder(s)for truss to truss connections. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except(jt=1b)1=173, 7=174. 8)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 9)Segn:A0018249,Date:07/17/2014 LOAD CASE(S) Standard ■ �A., LICENBE�••.�� f N0042704 STATE OF William M. Ranieri, P c # 42704 Trussruns yp� ., �C", iDwg No 097 728315 HA2 Roof Special Gilder 1 1 IJob Reference o tional American Builder's Supply,Sanford,FL 32771 Run:7.520 s May 8 2014 Print 7.520 s May 8 2014 MTek Industries,Inc. Thu Jul 17 09:58:10 2014 Page 1 1 D:c8A3zpKbMM UP?GwJa8Yk9zZi NodA_73jzGri49J6jd0 PHdCKouc63MdJJ3nnyAoyxCmB 2 8 8 7-5-8 12-2-8 14-5-8 18-9-8 2 8 8 4-9-0 4-9-0 2-3-0 4 4 0 Scale=1:31.3 Dead Load Deft.=1/8 in 4x4= 6 NAILED NAILED 4x8 2x4 11 4x4= 6.00 12 NAILED 3 NAILED 4 NAILED 4x4 3x4 ' 2 7 1 1 W. 4 N N N Big B2 12 11 23 10 24 25 g 8 3x8 2x4 11 3x4— 7x8= HUS26 44= 2x4 11 NAILED NAILED NAILED NAILED NAILED 2-8 8 7-5-8 14-5-8 18-9-8 2-8-8 4-9-0 7�0 _ -� 44-0 Plate Offsets QXY)- [1:0-2-12,0-1-131,[3:0-5-4,0-2-0],[10:0-2-12,0-3-4] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.36 Vert(LL) -0.09 9-10 >999 240 MT20 244/190 TCDL 10.0 Lumber Increase 1.25 BC 0.59 Vert(TL) -0.24 9-10 >952 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.48 Horz(TL) 0.03 8 n/a n/a BCDL 10.0 Code FBC2010/TP12007 (Matrix-M) Weight:104 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-9-7 oc purlins, except BOT CHORD 2x4 SP No.2*Except* end verticals. B2:2x6 SP Not BOT CHORD Rigid ceiling directly applied or 9-10-2 oc bracing. WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing SLIDER Left 2x6 SP Not 1-6-0 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 1=755/0-6-0 (min.0-1-8),8=810/Mechanical Max Horz 1=56(LC 7) Max Upliftl=-223(LC 8),8=-217(LC 8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-467/137,2-3=-1098/342,3-17=-2095/652,17-18=-2095/652,18-19=-2095/652, 19-20=-2095/652,4-20=-2095/652,4-21=-2072/640,21-22=-2072/640,5-22=-2072/640, 5-6=-1149/337,6-7=-1143/315,7-8=-778/232 BOT CHORD 1-12=-278/928,11-12=-274/926,11-23=-274/926,10-23=-274/926,10-24=-542/1888, 24-25=-542/1888,9-25=-543/1892 WEBS 3-10=-368/1254,4-10=-324/163,5-10=-180/327,5-9=-1164/391,6-9=-195/789, 7-9=-193/863 NOTES- (13) 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCD L=4.2psf;h=15ft;B=45ft;L=24ft;eave=4ft;Cat.II; Exp C;Encl.,GCpi=0.18;MW FRS(directional);cantilever left and right exposed;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)Refer to girder(s)for truss to truss connections. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except Qt=1b)1=223, 8=217. 8)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 9)Use Simpson Strong-Tie HUS26(14-1Od Girder,4-1 Od Truss,Single Ply Girder)or equivalent at 9-5-4 from the left end to connect truss(es)HBG(1 ply 2x6 SP)to front face of bottom chord. 10)Fill all nail holes where hanger is in contact with lumber. 11)"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. AM �■ R� 12)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). r++ "'r•• �T 13)Segn:AO018250,Date:07/17/2014 `LICENSE LOAD CASE(S) Standard e 3 ' r: N0.42704 Continued on page 2 r STATE OF ' r %." O RID..••' � William M. Ranieri, P c # 42704 oTruss Truss Type �Qty Ply ~ Dwg No 097 728315 HA2 Roof Special Girder 1 1 Job Reference(optional) American Builders Supply,Sanford,FL 32771 Run:7.520 s May 8 2014 Print:7.520 s May 8 2014 M7ek Industries,Inc. Thu Jul 17 09:58:10 2014 Page 2 I D:c6A3zpKbMfNUP?GwJa8Yk9z4N-odA_73jzGri49J6jdQPHdCKouc63MdJJ3nnyAoyxCmB LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-3=-60,3-5=-60,5-6=-60,6-7=-60,8-13=-20 Concentrated Loads(lb) Vert:3=36(F)11=0(F)12=23(F)17=8(F)19=8(F)20=8(F)21=8(F)23=0(F)24=0(F)25=-165(F) LICENSE''���� r No.42704 STATE OF o� ' 4.4 OR IIA* William M. Ranieri, P c # 42704 i Job Russ Truss Type Qty ply Dwg No 098 728315 HA4 Hip 1 1 Job Reference(optional) American Builder's Supply,Sanford,FL 32771 Run:7520 s Me 8 2014 Pmt:7.520 s May 8 2014 MTek Industries,Inc- Thu Jul 17 09:58:112014 1 ID:c8A3zpKbMfNUP?GwJa8Yk9zZjN-GpkMLPkb19gxnThwB7wWAPsx80PG573SIQ�Ey�CmA 48 8 9-8-8 14-8-8 18-9-8 4 8 8 5-0-0 5-0-0 4-1-0 Scale=1:30.8 Dead Load Defl.=5/16 in 4x4= 3x4= 4x4= 3 16 17 4 18 19 5 6.00 12 20 15 4x2 11N4 6 � 1 N 10 9 8 7 3x8 11 3x4— 3x4 4x8= 2x4 11 4-8-8 14-8-8 18-9-0 48-8 10-0-0 _ 4-1-0 -- Plate Offsets O,Y)— [1:0-2-12,0-1-131 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.45 Vert(LL) -0.20 8-10 >999 240 MT20 244/190 TCDL 10.0 Lumber Increase 1.25 BC 0.79 Vert(TL) -0.53 8-10 >419 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.32 Horz(TL) 0.03 7 n/a n/a BCDL 10.0 Code FBC2010/TPI2007 (Matrix-M) Weight:92 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-8-2 oc purlins, except BOT CHORD 2x4 SP No.2 end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 8-10-5 oc bracing. SLIDER Left 2x6 SP No.2 1-6-0 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 1=746/0-6-0 (min.0-1-8),7=746/Mechanical Max Horz 1=53(LC 11) Max Upliftl=-173(LC 12),7=-174(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten--All forces 250(lb)or less except when shown. TOP CHORD 1-2=-380/102,2-15=-1125/378,3-15=-1057/385,3-16=-958/387,16-17=-958/387, 4-17=-958/387,4-18=-893/350,18-19=-893/350,5-19=-893/350,5-20=-950/349, 6-20=-1031/342,6-7=-733/280 BOT CHORD 1-10=-290/944,9-10=-430/1212,8-9=-430/1212 WEBS 3-10=-19/350,4-10=-353/165,4-8=-413/206,5-8=0/273,6-8=-205/833 NOTES- (9) 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=4.2psf;h=15ft;B=45ft;L=24ft;eave=4ft;Cat.ll; Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 4-8-8,Exterior(2)4-8-8 to 18-7-12 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 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)Refer to girder(s)for truss to truss connections. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except Qt=1b)1=173, 7=174. 8)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 9)Segn:A0018251,Date:07/17/2014 LOAD CASE(S) Standard M ee ■ LICENSE r• No.42704 STATE OF . : %4 R 1G,.A'�1•' .av"411- William M. Ranieri, P c # 42704 Job I runs Truss type ly 099 728315 HA6 Hip 1 1 Job Reference(optional) Dwg No American Builder's Supply,Sanford,FL 32771 Run:7.520 s 8 2014 Print:7.520 s May 8 2014 MTek Industries,Inc.Thu Jul 17 09:58112014 Page 1 ID: P?GwJa8Yk9zZjN-GpkMLPkbl9gxnThwB7wWAPsxQOVB585SIQW ViEyxCmA 6-8-8 12-8-6 18-9-8 6-8-8 6-0-0 6-1-0 Scale=1:31.1 4x8= 4x4= 3 16 17 18 4 T2 F 6.00 F12 14 N2O1915 14X4%2 1 N Bt B2 9 8 7 6 3x8 11 2x4 11 3x4 4x6= 2X4 I I 6-8-8 1258 18-9-8 6-8-8 6.0-0 6-1-0 Plate Offsets(XY)— [1:0-2-12,0-1-91,[3:0-&4,0-2-01 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.50 Vert(LL) -0.04 6-7 >999 240 MT20 244/190 TCDL 10.0 Lumber Increase 1.25 BC 0.41 Vert(TL) -0.11 6-7 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.25 Horz(TL) 0.02 6 n/a n/a BCDL 10.0 Code FBC2010lrP12007 (Matrix-M) Weight:92 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-1-3 oc purlins, except BOT CHORD 2x4 SP No.2 end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. SLIDER Left 2x6 SP No.2 1-6-0 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer REACTIONS. (Ib/size) 1=746/0-6-0 (min.0-1-8),6=746/Mechanical Installation guide. Max Horz 1=78(LC 11) Max Uplift1=-173(LC 12),6=-174(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-467/0,2-14=-1043/370,14-15=-991/377,3-15=-964/391,3-16=-825/380, 16-17=-825/380,17-18=-825/380,4-18=-825/380,4-19=-918/359,19-20=-920/347, 5-20=-999/343,5-6=-685/297 BOT CHORD 1-9=-292/861,8-9=-278/866,7-8=-278/866 WEBS 5-7=-153/659 NOTES- (9) 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=4.2psf;h=15ft;B=45ft;L=24ft;eave=4ft;Cat.11; Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 6-8-8,Exterior(2)6-8-8 to 16-11-6, Interior(1)16-11-6 to 18-7-12 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 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)Refer to girder(s)for truss to truss connections. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except 0t=1b)1=173, 6=174. 8)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 9)Segn:AO018252,Date:07/17/2014 LOAD CASE(S) Standard ■ sum♦ Ll ENS a r No.427p4 STATE OF William M. Ranieri, P c # 42704 runs Truss Type Qty Drg No 101 728315 HB COMM 3 1I Job Reference(optional) American Builder's Supply,Sanford,FL 32771 Run:7.520 s May 82014 Print 7.520 s May 8 2014 M7ek Industries,Inc. Thu Jul 1709:58:12 2014 Page 1 ID:c8A3zpKbM1NU P?GwJa8Yk9zZll N-kOH kYIIDoSyoOdG6lq RlidP750tdgeLcW4G3EgyxCm9 1�0 4-11-8 9-38 1�0 4-11-8 4-40 Scale=1:20.8 4x4= 3 10 6.00 12 T2 11 9 3x4 11 8 T1 W1 4 2 N 1 B1 Q 6 5 2x4 7 3x4 11 3x8 11 411-8 9-3-8 411-8 4.40 Plate Offsets(XY)-- r7:04-8,0-1-81 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) /deft Lid PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.44 Vert(LL) -0.02 6 >999 240 MT20 244/190 TCDL 10.0 Lumber Increase 1.25 BC 0.27 Vert(TL) -0.07 6-7 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.06 Horz(TL) 0.00 5 n/a n/a BCDL 10.0 Code FBC2010/TP12007 (Matrix-M) Weight:37 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 SP No.2 end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide._ REACTIONS. (Ib/size) 7=461/0-8-0 (min.0-1-8),5=352/Mechanical Max Horz 7=70(LC 11) Max Uplift7=-158(LC 12),5=-80(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-8=-369/159,8-9=-320/161,3-9=-291/172,3-10=-277/188,10-11=-291/180, 4-11=-358/177,4-5=-280/189,2-7=-397/294 BOT CHORD 6-7=-98/260,5-6=-98/260 NOTES- (8) 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=4.2psf;h=15ft;B=45ft;L=24ft;eave=4ft;Cat.11; Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Extedor(2)-1-4-13 to 1-7-3,Interior(1)1-7-3 to 4-11-8,Exterior(2)4-11-8 to 7-11-8 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 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)'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. 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)5 except(jt=1b)7=158. 7)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 8)Segn:AO018254,Date:07/17/2014 LOAD CASE(S) Standard ;�LICENSE`'��� cNo.42704 * . 40 STATE OF OR 11100 William M. Ranieri, P c # 42704 Job Truss Truss Type ply 728315 HB1 Common 7 1 a+9 No 100 Job Reference(optional) American Builder's Supply,Sanford,FL 32771 Run:7.520 s May 8 2014 Print:7.520 s May 8 2014 MiTek Industries,Inc.Thu Jul 17 09:58:12 2014 Page 1 ID:c8A3zpKb MfN U P?GwJa8Yk9z2lN-kOHkYII DoSyoOdG6lq Rlid P6vOtLgeMcW4G3EgyxCm9 4-11-8 9-3-8 4-11-8 4-4-0 4x4= Scale=1:21.6 2 6.00 12 9 8 7 T1 10 3x4 11 W1 3 1 N B1 LA 5 4 6 2x4 II 3x4 11 3x8 I I 4-11-8 _ 93-8 - 0 Plate Offsets(X,Y}- [6:0� _ 4-11$ 4 4-8,0-1-8] - LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.45 Vert(LL) -0.03 5 >999 240 MT20 244/190 TCDL 10.0 Lumber Increase 1.25 BC 0.29 Vert(TL) -0.07 5-6 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.06 Horz(TL) 0.01 4 n/a n/a BCDL 10.0 Code FBC2010/TPI2007 (Matrix-M) Weight:35 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 SP No.2 end verticals. WEBS 2x4 SP No.3 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 REACTIONS. (lb/size) 6=360/Mechanical,4=360/Mechanical Installation guide. Max Horz 6=55(LC 11) Max Uplift6=-83(LC 12),4=-85(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-7=-375/169,7-8=-304/171,2-8=-294/181,2-9=-290/191,9-10=-308/183,3-10=-371/180, 3-4=-284/190,1-6=-294/197 BOT CHORD 5-6=-101/272,4-5=-101/272 NOTES- (8) 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=4.2psf;h=15ft;B=45ft;L=24ft;eave=4ft;Cat.ll; Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Extedor(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 4-11-8,Exterior(2)4-11-8 to 7-11-8 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 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)'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. 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)6,4- 7)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 8)Segn:A0018253,Date:07/17/2014 LOAD CASE(S) Standard M. ICENSE'•;��,�� N0.42704 s STATE 8F 4 • William M. Ranieri, P c # 42704 cuss nus ype D.g No 102 728315 HBG Monopdch Ginter 1Qty ply , Job Reference(optional) American Builder's Supply,Sanford,FL 32771 Run:7,520 s May 8 2014 Print.7.520 s May 8 2014 M7ek Industries,Inc. Thu Jul 17 09:58:12 2014 Pagge 1 I D:cBA3zpKbMfN UP?GwJa8Yk9z4 N-k0 H kYl I DoSyoOdG6lq RI id PCSQvl qeG cW4G3EgyxGm9 2-8-8 2-8$ Scale=1:13.6 2 6.00 12 2x4 11 T1 EV2 CS1 Ev1 81 5 3 HUS26 4 2x4 11 3x8 11 2-8-8 2-8.8 Plate Offsets(X,Y)— [4:0-4-9,0-1-81 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.10 Vert(LL) -0.00 3-4 >999 240 MT20 244/190 TCDL 10.0 Lumber Increase 1.25 BC 0.16 Vert(TL) -0.01 3-4 >999 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.00 Horz(TL) 0.00 3 n/a n/a BCDL 10.0 Code FBC201 O/TPI2007 (Matrix-M) Weight:13 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-8-8 oc purlins, except BOT CHORD 2x6 SP No.2 end verticals. WEBS 2x4 SP No.3 BOT CHORD 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. _ REACTIONS. (Ib/size) 3=185/Mechanical,4=349/0-6-0 (min.0-1-8) Max Horz4=43(LC 8) Max Uplift3=-66(LC 8),4=-70(LC 8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- (10) 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=4.2psf;h=15ft;B=45ft;L=24ft;eave=4ft;Cat.II; Exp C;Encl.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;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)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)3,4- 6)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 7)Use Simpson Strong-Tie HUS26(14-1 Od Girder,4-1Od Truss,Single Ply Girder)or equivalent at 0-9-4 from the left end to connect truss(es)HB1 (1 ply 2x4 SP)to front face of bottom chord. 8)Fill all nail holes where hanger is in contact with lumber. 9)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). 10)Segn:AO018255,Date:07/17/2014 LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-2=-60,34=-20 Concentrated Loads(lb) Vert:5=-340(F) LICENSE'• r N0.42704 STATE 8F r % d FtOt������ William M. Ranieri, P c # 42704 Job Truss Truss Typety Dwg No 103 728315 HCX Common Supported Gable 1 t Job Reference(optional) American Builder's Supply,Sanford,FL 32771 Run:7.520 U=OX 8 2014 Print:7.520 s May 8 2014 MiTek Industries,Inc.Thu Jul 17 09:58:13 2014 Pa 1 ID:c8A3zpKbMfN U P?GwJa8Yk9z74 N-CC r715mrZm4fOmq IJYy_FgyLygGTZ5AIk?cn6yxCm6 -1,0 6-6-0 13-0-0 1 4-0 6-6-0 6-6-0 1 0 Scale=1:26.8 4x4= 7 6 8 6.00 F12 26 5 74 1025 792 28 11 3 T 2 T T 12 T T 13 Ig 7 d Bt 24 23 22 21 20 19 18 17 16 15 14 3x8 I I 3x8 11 730-0 130-0 Plate Offsets(X,Y)- [14:0-4-8,0-1-8],[24:0-4-8,0-1-81 — - LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.24 Vert(LL) -0.01 13 n/r 120 MT20 244/190 TCDL 10.0 Lumber Increase 1.25 BC 0.04 Vert(TL) -0.02 13 n/r 120 BCLL 0.0 ' Rep Stress Incr YES WB 0.04 Horz(TL) 0.00 14 n/a n/a BCDL 10.0 Code FBC2010ITP12007 (Matrix) Weight:74 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 SP No.2 end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-M oc bracing. OTHERS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. All bearings 13-0-0. (lb)- Max Horz24=96(LC 11) Max Uplift All uplift 100 Ib or less atjoint(s)20,21,22,23,18,17,16,15 except 24=-107(LC 12),14=-107(LC 12) Max Grav All reactions 250 Ib or less atjoint(s)24,14,19,20,21,22,23,18,17,16,15 FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-24=-166/271,12-14=-166/274 NOTES- (12) 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=4.2psf;h=15ft;B=45ft;L=24ft;eave=2ft;Cat.ll; Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Comer(3)-1-4-13 to 1-7-3,Exterior(2)1-7-3 to 6-6-0,Corner(3)6-6-0 to 9-6-0 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 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 2x4 MT20 unless otherwise indicated. 5)Gable requires continuous bottom chord bearing. 6)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). 7)Gable studs spaced at 1-4-0 oc. 8)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9)'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. 10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift atjoint(s)20,21,22,23,18,17 ,16,15 except Qt=lb)24=107,14=107. 11)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 12)Segn:A0018256,Date:07/17/2014 ■ LOAD CASE(S) Standard `` ::,..+m.•,+� ' �1. . LICENSE�••,��� moi► Of No. 2704 STATE OF r ass....... r•�� William M. Ranieri, P c # 42704 S rues ype Dog No 105 ply 728315 HD Conxnon 1 1 ,Job Reference i nal American Builders Supply,Sanford,FL 32771 Run:7.520 s May 8 2014 Print:7.520 s May 8 2014 M7ek Industries,Inc.Thu Jul 17 09:58:14 2014 Page 1 ID:c8A3zpKbMfNUP7GwJa8Yk9zZjN-gOPVzRmUK4CWewPUsFTEo2UVxEarlYty_OIIU 7 1 4 0 4-2-0 8.4-1 9 8 1 1 4 0 4-2-0 4-2-0 1 0 Scale=1:20.4 4x4= 3 6.00 12 11 10 12 9 T1 W1 4 2 5 d 1 d BIB 7 8 2x4 11 6 3.8 II 3x8 II 4-2-0 84-1 4-2-0 4-2-0 Plate Offsets(XY)-- [6:04-8,0-1-81,[8:04-8,0-1-81 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in floc) I/deft L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.29 Vert(LL) -0.01 7 >999 240 MT20 244/190 TCDL 10.0 Lumber Increase 1.25 BC 0.16 Vert(TL) -0.03 7 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.06 Horz(TL) 0.00 6 n/a n/a BCDL 10.0 Code FBC2010/TPI2007 (Matrix-M) Weight:36 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 SP No.2 end verticals. WEBS 2x4 SP No.3 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 Installationuide. -- — - — REACTIONS. (Ib/size) 8=414/0-3-0 (min.0-1-8),6=414/0-3-0 (min.0-1-8) Max Horz 8=-68(LC 10) Max Uplift8=-145(LC 12),6=-145(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-9=-320/139,9-10=-293/143,3-10=-251/152,3-11=-251/152,11-12=-293/143, 4-12=-320/139,2-8=-359/283,4-6=-359/283 NOTES- (7) 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=42psf;h=15ft;B=45ft;L=24ft;eave=4ft;Cat.11; Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Extedor(2)-1-4-13 to 1-7-3,Interior(1)1-7-3 to 4-2-0,Extedor(2)4-2-0 to 7-2-0 zone;cantilever left and right exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)'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. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except(jt=1b)8=145, 6=145. 6)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 7)Segn:A0018258,Date:07/17/2014 LOAD CASE(S) Standard LICENSE'•; f N0.42704 5 s STATE OF ti William M. Ranieri, P c # 42704 Jobcuss I , No 104 728315 HD3 Hip Girder 1 1 Job Reference(optional) Dwg American Builder's Supply,Sanford,FL 32771 Run:7.520 s May 8 2014 Print:7.520 s May 8 2014 MTek Industries,Inc.Thu Jul 17 09:58:15 2014 Page 1 I D:cBA3zpKbMfNU P?GwJa8Yk9z7AN-9bz W nn64NKNG4_hQz_TKF 1 fodwi 1?V2D2Uj vGr.6 1 4 03-0-0 5 4 1 8-4-1 9-8-1 1-4-0 3-0-0 2 4 1 3-0-0 1-" Scale=1:20.6 Spedel Special 4x4= NAILED 4x4= 3 10 4 6.00 12 1 i 0 2 T1 1 T3 5 QQ 1 6 d 1 d 11 6 12 Special 3x4= Special 9 7 3x8 I I NAILED 3x8 I I 4-2-0 8-4-1 4-2-0 4-2-0 Plate Offsets(X,Y)- [7:0.4-8,0-1-8],[9:0.4-8,0-1-8] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.34 Vert(LL) -0.02 8 >999 240 MT20 244/190 TCDL 10.0 Lumber Increase 1.25 BC 0.18 Vert(TL) -0.04 8 >999 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.03 Horz(TL) 0.00 7 n/a n/a BCDL 10.0 Code FBC2010/TP12007 (Matrix-M) Weight:38 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No-2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purtins, except BOT CHORD 2x4 SP No.2 end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek re�nu mends that Stabilizers and required cross bracing rbe installduring truss erection,in accordance with Stabilizer nstallatioide. REACTIONS. (Ib/size) 9=391/0-3-0 (min.0-1-8),7=391/0-3-0 (min.0-1-8) Max Horz 9=54(LC 7) Max Uplift9=-164(LC 8),7=-164(LC 8) Max Grav9=391(LC 1),7=400(LC 37) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-327/164,3-10=-259/111,4-10=-259/111,4-5=-325/162,2-9=-335/171,5-7=-340/171 BOT CHORD 9-11=-132/305,8-11=-132/305,8-12=-119/305,7-12=-119/305 NOTES- (11) 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=4.2psf;h=15ft;B=45ft;L=24ft;eave=4ft;Cat.II; Exp C;Encl.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;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)except Qt=1b)9=164, 7=164. 7)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 8)"NAILED"indicates 3-10d(0.148"x3")or 3-12d(0.148"x3.25")toe-nails.For more details refer to MiTek's ST-TOENAIL Detail. 9)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)144 Ib down and 140 Ib up at 3-0-0, and 152 Ib down and 125 Ib up at 5-4-1 on top chord,and 40 Ib down and 44 Ib up at 3-0-0,and 40 Ib down and 44 Ib up at 5-3-5 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. 10)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). 11)Segn:A0018257,Date:07/17/2014 LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) �`Y`�R���„•����� Vert:1-2=-60,2-3=-60,3-4=-60,4-5=-60,5-6=-60,7-9=-20 '. L I C E N S E Concentrated Loads(Ib) Vert:3=16(F)4=16(F)8=-4(F)10=-3(F)11=11(F)12=11(F) ; �� No.42704 5 STATE OF %X 0 F1 11AP William M. Ranieri, P c # 42704 lJob n,ss Truss Type Qty Job Reference(optional) D.9 11.108 728315 HAH Diagonal Hip Girder 1 t American Builder's Supply,Sartgd,F132771 Run:7520 a Mayy 8 2014 Pnnt:7.520 s May 8 2014 M7ek Industnes,Inc.Thu Jul 1109.58.152014 Paggee t ID:c8A3zpKbMfNUP?GwJa8Yk9zZjN-9bztAnn64NKNG4_hQz_TKF1 brdxGI?02D2Uji?yxCm6 -1-10.10 1-4- — 1-10-10 1-" Scale=1:9.3 3 424 12 2 T1 1 1 B1 4^ 4 Q^ 5 3x8 I I 1�-4 Plate Offsets QX Y)- [5:0-4-4,0-1-8) LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.60 Vert(LL) 0.00 5 >999 240 MT20 244/190 TCDL 10.0 Lumber Increase 1.25 BC 0.08 Vert(TL) 0.00 5 >999 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.00 Horz(TL) 0.01 3 n/a n/a BCDL 10.0 Code FBC2010/TP12007 (Matrix-M) Weight:8 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 1-4-4 oc purlins, except BOT CHORD 2x4 SP No.2 end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 5=281/0-8-2 (min.0-1-8),4=-19/Mechanical,3=-43/Mechanical Max Horz 5=55(LC 12) Max Uplift5=-172(LC 12),4=-19(LC 1),3=-43(LC 1) Max Grav5=281(LC 1),4=18(LC 12),3=37(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-5=-239/479 NOTES- (7) 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=4.2psf;h=15ft;B=45ft;L=24ft;eave=4ft;Cat.11; Exp C;Encl.,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 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)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)4,3 except Qt=1b) 5=172. 6)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 7)Segn:A0018259,Date:07/17/2014 LOAD CASE(S) Standard _ r• No.42704 STATE OF r ` ■ . �.�0 F1�ps�' William M. Ranieri, P # 42704 Job Ns3 I russ I ype Plyi I 728315 HJ3 Diagonal Hip Girder 1 1 Dwg No 107 Job Reference(optional) American Builders Supply,Sanford,FL 32771 _-- - Run:7.520 s May 8 2014 Print:7.520 s May 8 2014 Mirek Industries,Inc Thu Jul 17 09:58:16 2014 Page 1 ID:c8A3zpKbMfNUP?GwJa8Yk9zZjN-0nXF06okrbSEtEZt_gWdTarxl G5mSGBRiEGNRyxCm5 1-10 10 4-1-7 1-10-10 4-1-7 Scale=1:13.2 3 4.24 12 NAILED NAILED 6 T1 y N 2 d� EV1 1 B1 7 4 NAILED Q' NAILED 5 34 11 4-1-7 4-1-7 Plate Offsets(X,Y)— [5:0-0-4,0-1-8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.32 Vert(LL) -0.02 4-5 >999 240 MT20 244/190 TCDL 10.0 Lumber Increase 1.25 BC 0.17 Vert(TL) 0.02 4-5 >999 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.00 Horz(TL) -0.01 3 n/a n/a BCDL 10.0 Code FBC2010frP12007 (Matrix-M) Weight:16 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-1-7 oc purlins, except BOT CHORD 2x4 SP No.2 end verticals. WEBS 2x4 SP No.3 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 REACTIONS. (Ib/size) 5=171/0-8-2 (min.0-1-8),3=43/Mechanical,4=4/Mechanical [Installation guide. Max Horz 5=89(LC 8) Max Uplift5=-120(LC 8),3=-27(LC 8) Max Grav5=211(LC 17),3=68(LC 17),4=39(LC 3) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- (9) 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=4.2psf;h=15ft;B=45ft;L=24ft;eave=4ft;Cat.II; Exp C;Encl.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;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)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)3 except Ot=lb)5=120. 6)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 7)"NAILED"indicates 3-1 Od(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). 9)Segn:AO018260,Date:07/17/2014 LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-2=-60,2-3=-60,4-5=-20 Concentrated Loads(lb) Vert:6=159(F=80,B=80)7=61(F=31,B=31) �� 1i1■ LICENSE. m No.42704 z� * _* STATE OF cI q� NAIL' William M. Ranieri, P c # 42704 Truss Truss Type Dag No 108 Qty ply 728315 HJ3H Diagonal Hip Girder 2 1 Job Reference (optional) American Buikfefs Supply,Sanford,FL 32771 Run:7.520 s May 8 2014 Print:7.520 s May 8 2014 MTek Industries,Inc. Thu Jul 17 09:58:16 2014 Pa 1 ID:c8A3zpKbMfNUP?GwJa8Yk9zZjN-dnXF06okrhSEtEZt_gWdTapV1 FBmSGBRiEGNRyxCm5 -1-10-10 4-2-3 1-10-10 4-2-3 Scale=1:14.1 3 4.24 12 NAILED NAILED 6 2 TI 'o N 1 _ 7 4 NAILED 5 NAILED 3XB II 4-2-3 4-2-3 Plate Offsets(X,Y)- [5:0-4-4,0-1-8] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defi L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.41 Vert(LL) 0.02 4-5 >999 240 MT20 244/190 TCDL 10.0 Lumber Increase 1.25 BC 0.23 Vert(TL) 0.03 4-5 >999 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.00 Horz(TL) -0.02 3 n/a n/a BCDL 10.0 Code FBC2010/TP12007 (Matrix-M) Weight:16 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-2-3 oc purlins, except BOT CHORD 2x4 SP No.2 end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 5=227/0-3-14 (min.0-1-8),3=66/Mechanical,4=14/Mechanical Max Horz 5=90(LC 8) Max Uplift5=-130(LC 8),3=-36(LC 8),4=-7(LC 17) Max Grav5=227(LC 1),3=75(LC 28),4=39(LC 3) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- (9) 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=4.2psf;h=15ft;B=45ft;L=24ft;eave=4ft;Cat.II; Exp C;Encl.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;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)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)3,4 except Qt=1b) 5=130. 6)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 7)"NAILED"indicates 3-1Od(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). 9)Segn:AO018261,Date:07/17/2014 LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-2=-60,2-3=-60,4-5=-20 Concentrated Loads(lb) Vert:6=81(F=41,B=41)7=55(F=27,B=27) LICENSE�= fe No.42704 STATE OF <4 F119 William M. Ranieri, P c # 42704 NSS NSS YPe Dwg No 109 728315 1: Diagonal Hip Girder 1 1 Job Reference(Optional) American Builders Supply,Sanford,FL 32771 Run:7.520 s May 8 2014 Print:7.520 s May 8 2014 MTek Industries,Inc.Thu Jul 17 09:58:17 2014 Page 1 ID:c8A3zpKbMfNUP?GwJa8Yk9z4N-5z5dbSpMc?a5V083Y01xPg6_nRZkVWLgMzgwuyxCm4 -1-1x10 5-7-2 1-10-10 5-7-2 Scale=1:13.8 Dead Load Dell.=1/16 in 3 2.12 F12 2 T1 1 B1 0' 4 3x4= 5-7-2 5-7-2 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.44 Vert(LL) -0.04 4-7 >999 240 MT20 244/190 TCDL 10.0 Lumber Increase 1.25 BC 0.34 Vert(TL) -0.11 4-7 >612 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.00 Horz(TL) 0.01 3 n/a n/a BCDL 10.0 Code FBC2010/TP12007 (Matrix-M) Weight:20 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-7-2 oc purlins. BOT CHORD 2x4 SP Not BOT CHORD Rigid ceiling directly applied or 10-M oc bracing. MiTek recommends that Stabilizers and required cross bracing be Installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3=139/Mechanical,2=356/0-8-2 (min.0-1-8),4=63/Mechanical Max Horz2=57(LC 4) Max Uplift3=-62(LC 4),2=-165(LC 4) Max Grav3=139(LC 1),2=356(LC 1),4=99(LC 3) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- (7) 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=4.2psf;h=15ft;B=45ft;L=24ft;eave=4ft;Cat.II; Exp C;Encl.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;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)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)3 except Qt=lb)2=165. 6)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 7)Segn:AO018262,Date:07/17/2014 LOAD CASE(S) Standard - LICENSE' r No.42704 ? STATE aF o� 0 MID William M. Ranieri, P c42704 NSS Truss Type ly Dwg No 110 728315 HJ5 Diagonal Hip Girder 2 1 Job Reference(optional) American Builders Supply,Sanford,FL 32771 Run:7.520 s Mey 8 2014 Print:7.520 s May 8 2014 Mi-rek industries,Inc. Thu Jul 17 09:58:17 2014 i ID:c8A3zpImMtNUP?GwJa8Yk9zZN5z5dbSpMc?a5VO83YO1xPg6xFRZBVvVLgMzgwuyx rri4 1-10 10 3-&l 7-0-2 1-10-10 3-6-1 35-1 Scale=1:18.9 3 Dead Load Defl.=1/16 in NAILED NAILED 4.24 12 7 NAILED NAILED T1 6 N 2 1 1 131 II II e• 8 9 4 o. NAILED NAILED 5 NAILED NAILED 3x6 I I 7-0-2 — 7-0-2 Plate Offsets MY)– [5:03-4 0-1-8] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plates Increase 125 TC 0.60 Vert(LL) -0.09 4-5 >948 240 MT20 244/190 TCDL 10.0 Lumber Increase 125 BC 0.37 Vert(TL) -0.18 4-5 >453 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.00 Horz(TL) 0.04 3 n/a n/a BCDL 10.0 Code FBC2010/TP12007 (Matrix-M) Weight:25 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 SP No.2 end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide REACTIONS. (Ib/size) 5=219/0-8-2 (min.0-1-8),3=128/Mechanical,4=48/Mechanical Max Horz 5=125(LC 8) Max Uplift5=-124(LC 8),3=-77(LC 8) Max Grav5=281(LC 17),3=157(LC 17),4=101(LC 3) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-5=-312/132 NOTES- (9) 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=42psf,BCDL=4.2psf;h=15ft;B=45ft;L=24ft;eave=4ft;Cat.II; Exp C;Encl.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;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)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)3 except Ot=lb)5=124. 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). 9)Segn:A0018263,Date:07/17/2014 LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plo Vert:1-2=-60,2-3=-60,4-5=-20 Concentrated Loads(Ib) Vert:6=159(F=80,B=80)7=44(F=22,B=22)8=61(F=31,B=31)9=9(F=5,B=5) M. LICENSE�••,��m f No.4Z704 STATE OF William M. Ranieri, P c # 42704 Truss I Russ TypeDwg-7 No 111 728315 HJ7 Diagonal Hip Girder 1 1 Job Reference(optional) American Builders Supply,Sanford,FL 32771 Run:7.520 s May 8 2014 Print:7.520 s May 8 2014 MiTek Industries,Inc. Thu Jul 17 09:58:18 2014 Paaggee 1 ID:c8A3zpKbMfNUP?GwJa8Yk9z2j N-ZAfOpop_NI'y7YG55YAyuf4OrslEJyUvOjNSK7.3 -1-10-104-11-0 9-10-1 1-10-10 4-11-0 4-11-0 —� 4 Scale=1:25.6 1 Dead Load DO =1/8 in MAILED NAILED 4.24 12 11 NAILED 3x4 NAILED 3 10 NAILED T1 NAILED 9 2 1 B1 12 13 7 14 6 8 NAILED NAILED 2x4 II NAILED 5 3x6 I I NAILED NAILED NAILED 3x4= 4-11-0 9-10-1 Plate Offsets(NY)— [8:0-3-4,0-1-814 11-0 4-11-0 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.64 Vert(LL) -0.05 6-7 >999 240 MT20 244/190 TCDL 10.0 Lumber Increase 1.25 BC 0.54 Vert(TL) -0.14 6-7 >800 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.24 Horz(TL) -0.04 4 n/a n/a BCDL 10.0 Code FBC2010ITP12007 (Matrix-M) Weight:43 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 SP No.2 end verticals. WEBS 2x4 SP No.3 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 REACTIONS. (Ib/size) 8=339/0-5-5 (min.0-1-8),4=167/Mechanical,5=243/Mechanical Installation guide. Max Horz 8=160(LC 8) Max Uplift8=-152(LC 8),4=-91(LC 8),5=-52(LC 5) Max Grav8=395(LC 17),4=167(LC 1),5=266(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-8=-409/133,2-9=-526/185,9-10=-507/170,3-10=457/133 BOT CHORD 8-12=-167/432,12-13=-167/432,7-13=-167/432,7-14=-167/432,6-14=-167/432 WEBS 3-6=-474/184 NOTES- (9) 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=4.2psf;h=15ft;B=45ft;L=24ft;eave=4ft;Cat.11; Exp C;Encl.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;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)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)4,5 except Qt=lb) 8=152. 6)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 7)"NAILED"indicates 3-1 Od(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). 9)Segn:A0018264,Date:07/17/2014 LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-2=-60,2-4=-60,5-8=-20 Concentrated Loads(lb) Vert:9=159(F=80,B=80)10=44(F=22,B=22)11=-78(F=-39,B=-39)12=61(F=31,B=31)13=9(F=5,B=5)14=-49(F=-24,B=-24) A••.••+�•.•,•^y,,� ICENSE••;� ,a No.42704 STATE OF Ie� ' t0F1191 :"* William M. Ranieri, P c # 42704 Hiss —TrussDwg No 112 ype —- 728315 HJ7A AGONAL HIP GIRDER 1 1 Job Reference(optional) American Buiklees Supply,Sanford,FL 32771 Run:7.520 s May 8 2014 Print:7.520 s May 8 2014Mi-rek Industries,Inc.Thu Jul 17 09:58:18 2014 Page 1 ID:c8A3zpKbMfNUP?GwJa8Yk9zZiN-ZAfOpop_N Iiy7YjG55YAyuf6RrttEH EUvOjNSKyxcm3 1-11-11 4-10-8 _ 9-9-0 1-11-11 4-10-8 4-10-8 4 Scale=1:37.6 NAILED q Dead Load Defl.=1/16 in 4.24 12 NAILED Io NAILED 11 3x4 NAILED 3 10 NAILED NAILED Ti 44% 9 2 1 �I i 1 r e 12 13 7 14 6 8 NAILED 3x4 NAILED 5 = _ 3x6 II NAILED NAILED NAILED 3x4 NAILED 4 9-9-0 4-10 10 8 8 4-10-8 LOADING(psf) SPACING- 2-0-0CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.58 Vert(LL) 0.07 7-8 >999 240 MT20 244/190 TCDL 10.0 Lumber Increase 1.25 BC 0.47 Vert(TL) -0.10 6-7 >999 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.35 Horz(TL) -0.00 5 n/a n/a BCDL 10.0 Code FBC2010/TPI2007 (Matrix-M) Weight:58 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No-2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 SP No.2 end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-M oc bracing. Mitek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide._____ REACTIONS. (Ib/size) 8=394/0-7-1 (min.0-1-8),4=150/Mechanical,5=256/Mechanical Max Horz 8=232(LC 8) Max Uplift8=-648(LC 4),4=-105(LC 8),5=-335(LC 8) Max Grav8=610(LC 30),4=150(LC 1),5=362(LC 28) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-8=-516/423,2-9=-435/426,9-10=-378/358,3-10=-336/313 BOT CHORD 7-14=405/358,13-14=405/358 WEBS 2-7=-360/459,3-6=-481/544 NOTES- (9) 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=4.2psf;h=15ft;B=45ft;L=24ft;eave=4ft;Cat.II; Exp C;Encl.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;end vertical left exposed;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)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)except(jt=lb)8=648, 4=105,5=335. 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). 9)Segn:A0018265,Date:07/17/2014 LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-2=-60,2-4=-60,5-8=-20 Concentrated Loads(lb) Vert:9=100(F=50,B=50)10=56(F=28,B=28)11=-76(F=-38,B=-38)12=48(F=24,B=24)13=8(F=4,B=4)14=-43(F=-22,B=-22) "`••• -'LICENSE'- m = N0.42704 z STATE OF oe~ ~or.•a•Nr William M. Ranieri, P c # 42704 Job Truss russ Qty -- "-- 728315 HJ28 Diagonal H p Grder 1 1 D�+g No 113 Job Reference(optional) American Builders Supply,Sanford,FL 32771 Run:7.520 s May 2014 Print:7.520 s May 8 2014 MiTek Industries,Inc.Thu Jul 17 09:58:19 2014 Page 1 I D:c8A3zpKbMfNUP?GwJa8Yk9zZjN-1 MC008gcBcrokhlSfo3PV5CJrFGOzp?e7gSx_myxCm2 1-10 10 3-9-3 1-10-10 3-9-3 Scale=1:13.4 3 4.24 12 NAILED NAILED 6 2 T1 1 B1 0 7 4 NAILED p NAILED 5 3x8 11 3-9-3 3-9-3 Plate Offsets a Y)- [5:0-4-4,0-1-8) LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in floc) /defl Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.41 Vert(LL) 0.01 4-5 >999 240 MT20 244/190 TCDL 10.0 Lumber Increase 1.25 BC 0.22 Vert(TL) 0.02 4-5 >999 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.00 Horz(TL) -0.02 3 n/a n/a BCDL 10.0 Code FBC2010/TPI2007 (Matrix-M) Weight:15 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-9-3 oc purlins, except BOT CHORD 2x4 SP No.2 end verticals. WEBS 2x4 SP No.3 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 REACTIONS. (Ib/size) 5=219/0-8-2 (min.0-1-8),3=49/Mechanical,4=5/Mechanical Installation guide Max Horz 5=84(LC 8) Max Uplift5=-130(LC 8),3=-29(LC 5),4=-17(LC 17) Max Gravy=219(LC 1),3=61(LC 28),4=27(LC 3) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- (9) 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=4.2psf;h=15ft;B=45ft;L=24ft;eave=4ft;Cat.ll; Exp C;Encl.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load non concurrent 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)3,4 except(jt=1b) 5=130. 6)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 7)"NAILED"indicates 3-1 Od(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). 9)Segn:AO018266,Date:07/17/2014 LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-2=-60,2-3=-60,4-5=-20 Concentrated Loads(lb) Vert:6=81(F=41,B=41)7=55(F=27,B=27) M M'• ..*'LICENSE N0.42704 ? S STATE OF r William M. Ranieri, Pc # 42704 4 Truss Truss Type 728315 J Dwg No 114 Monopilch 8 1 .Job Reference(optional) American Builder's Supply,Sanford,FL 32771 Run:7.520 s May 8 2014 Print:7.520 s May 8 2014 MiTek Industries,Inc.Thu Jul 17 09:58:20 2014 paw 1 ID:c8A3zpKbMfNUP?GwJa8Yk9zZjN-VYmmDUrEvwzfMrteDWas1JkVeaayi9dnMKC 1 6-8-15 11-11-8 r 1 4 0 6-8-15 5-2-10 Scale=1:21.1 Dead Load go.{j 1/16 in 4 1 3.00 12 11 3x4 3 T1 10 W1 2 B1 3x4— 6 5 2x4 11 3x4= 6-8-15 11-11-8 6$15 — --- , - 5-2-10 Plate Offsets(XYZ- [2:0-3-15,Edge] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.34 Vert(LL) -0.04 6-9 >999 240 MT20 244/190 TCDL 10.0 Lumber Increase 1.25 BC 0.37 Vert(TL) -0.12 6-9 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.49 Horz(TL) 0.02 5 n/a n/a BCDL 10.0 Code FBC2010/TPI2007 (Matrix-M) Weight:52 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-9-9 oc purlins, except BOT CHORD 2x4 SP No.2 end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 2=579/0-4-0 (min.0-1-8),5=449/Mechanical Max Horz2=123(LC 12) Max Uplift2=-166(LC 12),5=-116(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-10=-9551241,3-10=-883/214 BOT CHORD 2-6=-319/990,5-6=-294/857 WEBS 3-5=-883/298 NOTES- (7) 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=4.2psf;h=15ft;B=45ft;L=24ft;eave=oft;Cat.Il; Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Extedor(2)-1-4-7 to 1-7-9,Interior(1)1-7-9 to 11-9-12 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 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)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)except Qt=1b)2=166, 5=116. 6)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 7)Segn:AO018267,Date:07/17/2014 LOAD CASE(S) Standard M M. W LICENSE N0.42704 STATE OF William M. Ranieri, P c # 42704 cuss Truss Type D%g No 115 728315 JX Monopitch Supported Gable 1Qty ply 1 Job Reference(optional) American Builder's Supply,Sanford,RL 32771 Run:7.520 s MMaayy 8 2014 Print:7.520 s=8 8 2014 Welk Industries,Inc.Thu Jul 17 09:58:20 2014 Pa 1 ID.c8A3zpKbMfNUP?GwJa8Yk9zZjN-VYmmDUrEvwzfMrteDWae1JkYVeexiGOnMKCUWDyx I 11-11-8 1 4 0 11-11-8 Scale=1:20.9 9 8 3.00 F12 18 7 s 5 4 CA 9 T1 ti EV2 ST2 ST1 S 117ST5 ST ST 2 B1 3x4= 16 15 14 13 12 11 10 I LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.16 Vert(LL) 0.00 1 n/r 120 MT20 244/190 TCDL 10.0 Lumber Increase 1.25 BC 0.11 Vert(TL) 0.01 1 n/r 120 BCLL 0.0 ' I Rep Stress Incr YES WB 0.06 Horz(TL) -0.00 10 n/a n/a BCDL 10.0 Code FBC2010/TP12007 (Matrix) Weight:57 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 SP No.2 end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer REACTIONS. All bearings 11-11-8. Installation guide. (lb)- Max Horz 2=122(LC 12) Max Uplift All uplift 100 Ib or less at joint(s)10,2,11,12,13,14,15,16 Max Grav All reactions 250 Ib or less at joint(s)10,2,11,12,13,14,15 except 16=306(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- (11) 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=4.2psf;h=15ft;B=45ft;L=24ft;eave=2ft;Cat.Il; Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Comer(3)-1-4-7 to 1-7-9,Exterior(2)1-7-9 to 11-9-12 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) 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 requires continuous bottom chord bearing. 5)Gable studs spaced at 1-4-0 oc. 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)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)10,2,11,12,13,14, 15,16. 9)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)2. 10)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 11)Segn:AO018268,Date:07/17/2014 LOAD CASE(S) Standard M. ��.. LICENSE'•;��a Of No.42704 5 STATE aF 0 S V, William M. Ranieri, P c # 42704 o T n1S.9 yPe Dwg No 116 �I728315 Common Girder 1 1 Job Reference o tional American Buildefs Supply,Sanford,FL 32771 Run:7.520 s May 8 2014 Print 7.520 s May 8 2014 Mi i ek industries,Inc. Thu Jul 17 09:58,212014"�i ID:c8A3zpKbMfNUP?GwJa8Yk9zZjN-ziKBRgstgDSW_?SmDSta WHd62pJRZ.2wb_x131yxt;m0 -1-5-5 40- 0 11 7-9-14 11-7-0 15-7-11 1-5-5 4011 393 393 4011 4x4= Scale=1:32.3 Dead Load Defl.=1/8 in 4 NAILED NAILED 5.54 12 NAILED NAILED 2x4 14 15 2x4 3 5 19 T2 "? 1 2 6I e e 16 17 7 18 19 NAILED 6x8— Special 5x6 Special HUS26 NAILED 5x6 NAILED Special Special Special NAILED 7-9-14 15-7-11 7-9-14 -- - 7-9-14 Plate Offsets(X,Y)- [3:G:0:6,_04)-0],[7:0-4-0,0-4-81 -- LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.55 Vert(LL) -0.08 7-10 >999 240 MT20 244/190 TCDL 10.0 Lumber Increase 1.25 BC 0.81 Vert(TL) -0.18 7-10 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.67 Horz(TL) 0.04 6 n/a n/a BCDL 10.0 Code FBC2010/TP12007 (Matrix-M) Weight:84 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No-2 TOP CHORD Structural wood sheathing directly applied or 311-5 oc purlins. BOT CHORD 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 7-2-14 oc bracing. WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing WEDGE be installed during truss erection,in accordance with Stabilizer Left:2x4 SP No.3,Right:2x4 SP No.3 Installation guide. REACTIONS. (Ib/size) 6=1404/0-6-6 (min.0-1-11),2=1491/0-6-5 (min.0-1-12) Max Horz 2=99(LC 7) Max Uplift6=-514(LC 8),2=-585(LC 8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-2517/1045,3-14=-2373/1016,4-14=-2349/947,4-15=-2349/946,5-15=-2371/1015, 5-6=-2545/1049 BOT CHORD 2-16=-957/2222,16-17=-957/2222,7-17=-957/2222,7-18=-949/2252,18-19=-949/2252, 6-19=-949/2252 WEBS 4-7=-697/1757 NOTES- (12) 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=4.2psf;h=15ft;B=45ft;L=24ft;eave=4ft;Cat.II; Exp C;Encl.,GCpi=0.18;MW FRS(directional);cantilever left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)'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. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except 0t=1b)6=514, 2=585. 6)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 7)Use Simpson Strong-Tie HUS26(14-10d Girder,4-10d Truss,Single Ply Girder)or equivalent at 7-9-14 from the left end to connect truss(es)KG(1 ply 2x6 SP)to front face of bottom chord. 8)Fill all nail holes where hanger is in contact with lumber. 9)"NAILED"indicates 2-12d(0.148"x3.25")toe-nails.For more details refer to MiTek's ST-TOENAIL Detail. 10)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)189 Ib down and 88 Ib up at 5-8-1, 190 Ib down and 88 Ib up at 5-8-2,and 189 Ib down and 88 Ib up at 9-11-10,and 189 Ib down and 88 Ib up at 9-11-9 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. `A 11)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). M■ 12)Segn:A0018269,Date:07/17/2014 0 m LOAD CASE(S) Standard : /p 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 �► No.42704 Continued on page 2 S STATE 0 ' ss�NAl.�� William M. Ranieri, P c # 42704 Job TNSS rus8 ype �:No]11*6 728315 K Common Girder :77'� 1 Job Reference(optional) nrnenpn builders guppy,Sanford,ri_32771 Run:7.520 s May 8 2014 Print:7.520 s May 8 2014 MiTek Industries,Inc. Thu Jul 17 09:58:212014 Pa 2 I D:c8A3zpKbMfN UP7GwJa8Yk9zZjj N-zIK8RgstgD5 W_7SmD5ta W Hd62pJ RZ2wb_x13f l7m0 LOAD CASE(S) Standard Uniform Loads(plf) Vert:14=-60,4-6=-60,8-11=-20 Concentrated Loads(lb) Vert:7=-975(F=488,B=-488)14=94(F=47,B=47)15=76(F=38,B=38)16=13(F=6,B=6)17=-379(F=-189,B=-190)18=-379(F=-189,B=-189)19=-3(F=-1,B=-1) M. LI -ENSE"-% a N0.427Q4 St s STATE OF =o� William M. Ranieri, P c # 42704 Job cuss I russ I ype QtY Ply DN'9 No 117 728315 K-FG Flet Girder 4 1 Job Reference(optional) American Builder's Supply,Sanford,FL 32771 Run:7.520 s May 8 2014 Print 7.520 s May 8 2014 M7ek Industries,Inc. Thu Jul 17 09:58:212014 P_ aW I I D:c8A3zpKbMflVUP?GwJa8Yk9zZj N-zIKBRgstgDSW_?SmD5taW HeB2_hRtVwb_xl31yx( 2-9-14 2-9-14 1 3x4= 2 2x4 11 Scale=1:8.4 5 T1 EV1 W1 EV2 B1 3 3x4= 4 2x4 11 2-9-14 2-9-14 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.48 Vert(LL) -0.00 3-4 >999 240 MT20 244/190 TCDL 10.0 Lumber Increase 1.25 BC 0.08 Vert(TL) -0.01 3-4 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 10.0 Code FBC2010/TPI2007 (Matrix-M) Weight:14 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-9-14 oc purlins, except BOT CHORD 2x4 SP No.2 end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 4=218/Mechanical,3=218/Mechanical Max Uplift4=-59(LC 4),3=-59(LC 4) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- (9) 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=4.2psf;h=15ft;B=45ft;L=24ft;eave=4ft;Cat.Il; Exp C;Encl.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)Provide adequate drainage to prevent water ponding. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)`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. 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)4,3. 7)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 8)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)233 Ib down and 63 Ib up at 1-4-15 on top chord. The design/selection of such connection device(s)is the responsibility of others. 9)Segn:A0018270,Date:07/17/2014 LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-2=-60,34=-20 Concentrated Loads(lb) Vert:5=-233 LICENSE�'r� 0-0 N0542704 s STATE OF 0 RIP William M. Ranieri, P c # 42704 Tob 7KG ss N55 Type Dwg No 720 728315 Monopitch Girder 2 1 Job Reference(optional) �Qty ply American Builders Supply,Sanford,FL 32771 Run:7.520 s Ma 8 2014 Print:7.520 s May 8 2014 M7ek Industries,Inc. Thu Jul 17 09:58:22 2014 Page 1 ID:cBA3zpKbMf 4UP?GwJa8Yk9z4N-RxuWeAtVRXDNb90l Kxc66kprISFWA8LAgehbb5yxCm? -'-"-53-10-9 7-9-2 1-5-5 3-10-9 3-10-9 Scale=1:28.6 4 2x4 NAILED 5.54112- NAILED 3x4 10 3 t 1 2 1 B1 s � e s 6 11 12 5 2x4 II NAILED 4x4= 30= Special NAILED Special 3 10-9 7-9-2 3-10 9 3-10-9 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.33 Vert(LL) -0.02 5-6 >999 240 MT20 244/190 TCDL 10.0 Lumber Increase 1.25 BC 0.42 Vert(TL) -0.03 5-6 >999 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.18 Horz(TL) 0.00 5 n/a n/a BCDL 10.0 Code FBC2010/TP12007 (Matrix-M) Weight:47 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x6 SP No.2 end verticals. WEBS 2x4 SP No.3 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 . REACTIONS. (Ib/size) 2=464/0-6-5 (min.0-1-8),5=508/Mechanical Installation guide _jI Max Horz 2=162(LC 21) Max Uplift2=-148(LC 8),5=-200(LC 8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-542/200 BOT CHORD 2-6=-180/445,6-11=-180/445,11-12=-180/445,5-12=-180/445 WEBS 3-6=-58/301,3-5=-509/206 NOTES- (10) 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=4.2psf;h=15ft;B=45ft;L=24ft;eave=4ft;Cat.11; Exp C;Encl.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;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)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)except Ot=1b)2=148, 5=200. 6)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 7)"NAILED"indicates 2-12d(0.148"x3.25")toe-nails.For more details refer to MiTek's ST-TOENAIL Detail. 8)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)189 Ib down and 88 Ib up at 5-8-2, and 189 Ib down and 88 Ib up at 5-8-1 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. 9)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). 10)Segn:A0018273,Date:07/17/2014 LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads Vert:1-4(=-=- 60,5-7=-20 � Concentrated Loads(lb) ����,�...���+• Vert:10=94(F=47,B=47)11=13(F=6,B=6)12=-379(F=-189,B=-189) LICENSE No.42704 i STATE 8F � • <0 Fi1D4''�1 ss�NAr.� William M. Ranieri, P c # 42704 A Truss I ruse I ype Qty ply I Dwg No 118 728315 KG1 Diagonal Hip Girder 3 1 Job Reference(optional) American Builder's Supply,Sanford,FL 32771 Run:7.520 s Mayy�8 2014 Print:7.520 s May 8 2014 MTek Industries,Inc. Thu Jul 17 09:58:23 2014 Page 1 ID:o8A3zpKbMfNUP?G vJa8Yk9X4.87SvsWt7CrLEDJbDue8LfxMOuseuvd_D21Q87XyxCm_ -1-5-563-13 7-6-13 1-5-5 63-13 1-3-0 Scale:1/2"=1' 5 3x4 NAILED NAILED 4 5.54 F12 13 q mA 4 N T1 4 3x4 3 El 3x4= 12 2 1 N N 1 B1 6 tr 14 6 a ° N 3x6 11 AILED 3x4 11 NAILED 63-13 _ 63-13 _ Plate Offsets(X,Y)- [2:0-2-14,0-2-0 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.34 Vert(LL) -0.02 6-10 >999 240 MT20 244/190 TCDL 10.0 Lumber Increase 1.25 BC 0.22 Vert(TL) -0.06 6-10 >999 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.00 Horz(TL) 0.01 2 n/a n/a BCDL 10.0 Code FBC2010/TP12007 (Matrix-M) Weight:33 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 60-0 oc purlins, except BOT CHORD 2x4 SP No.2 end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. SLIDER Left 2x4 SP No.3 1-6-0 REACTIONS. (Ib/size) 2=322/0-6-5 (min.0-1-8),12=233/0-1-8 (min.0-1-8) Max Horz 2=176(LC 8) Max Uplift2=-78(LC 8),12=-172(LC 8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- (10) 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=4.2psf;h=15ft;B=45ft;L=24ft;eave=4ft;Cat.11; Exp C;Encl.,GCpi=0.18;MW FRS(directional);cantilever left and right exposed;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)Bearing at joint(s)12 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5)Provide mechanical connection(by others)of truss to bearing plate at joint(s)12. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)2 except Qt=1b) 12=172- 7)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 8)"NAILED"indicates 2-12d(0.148"x3.25")toe-nails.For more details refer to MiTek's ST-TOENAIL Detail. 9)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). 10)Segn:AO018271,Date:07/17/2014 LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plo Vert:1-4=-60,4-5=-60,6-8=-20 Concentrated Loads(lb) Vert:13=94(F=47,B=47)14=13(F=6,B=6) ,A%YXLICENSE = s N0.42704 STATE OF0 R11 4 �4 ss�NAl.�� William M. Ranieri, P c # 42704 Job russTruss Type Dwg No 119 728315 KG1S Diagonal Hip Girder 1 1 iJob Reference(optional) American Builders Supply,Sanford,FL 32771 Run:7.520 s May 8 2014 Print:7.520 a May 8 2014 MiTek Industries,Inc.Thu Jul 17 09:58:23 2014 Page 1 ID:c8A3zpKbMfNUP?GwJa8Yk9zZ)jN w7SvsWt7CrLEDJbDue8LhcMOPseVYvd_D21087XyxCm_ 6-3-14 7-6-14 6-3-14 1-3-0 Scale:1117=1' 3 3x4 NAILED 5.54 F12 NAILED 2 8 T1 C4 N O N V El 3X4= 7 1 B1 N 6 6 9 4 5 3x6 I NAILED 3x4 II I NAILED 6-3-14 Plate Offsets(X,`/)— [5:0-3-4,0-1-81 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in floc) /defl L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.37 Vert(LL) -0.02 4-5 >999 240 MT20 244/190 TCDL 10.0 Lumber Increase 1.25 BC 0.25 Vert(TL) -0.06 4-5 >999 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.00 Horz(TL) -0.00 7 n/a n/a BCDL 10.0 Code FBC20101TPI2007 (Matrix-M) Weight:29 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 SP No-2 end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required crass bracing be installed during truss erection,in accordance with Stabilizer Installation uide. REACTIONS. (Ib/size) 5=222/0-6-3 (min.0-1-8),7=266/0-1-8 (min.0-1-8) Max Horz5=136(LC 8) Max Uplift5=4(LC 4),7=-189(LC 8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- (10) 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=4.2psf,h=15ft;B=45ft;L=24ft;eave=4ft;Cat.II; Exp C;Encl.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;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)Bearing at joint(s)7 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5)Provide mechanical connection(by others)of truss to bearing plate at joint(s)7. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)5 except(jt=lb)7=189. 7)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 8)"NAILED"indicates 2-12d(0.148"x3.25")toe-nails.For more details refer to MiTek's ST-TOENAIL Detail. 9)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). 10)Segn:AO018272,Date:07/17/2014 LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-2=-60,2-3=-60,4-5=-20 Concentrated Loads(lb) Vert:8=76(F=38,B=38)9=-3(F=-1,B=-1) LICENSE m No. 2704 yk ; yip i STATE OF William M. Ranieri, P c # 42704 nlss ruse ype fJwg No 121 Job I 728315 PB1 Piggybedc 1 1 Job Reference I American Builders Supply,Sanford,FL 32771 Run:7.520 s Mey 8 2014 Print 7.520 s May 8 2014 MTek mousmes,Inc.Thu Jul 17 08:58:24 2014 Pape 1 ID:c8A3zpKbMfN UP?GwJa8Yk9zZtj N-OJOH3sulz8T5rTAPSMfaC9vEPGOge4VNHyAieyxCiz 14-5-8 14-11-41 14-5-8 0$0 Scale=1:23.7 1 2 13 3 14 4 5 Cy sill ST1 ST., N C4 EV1N 11 12 Id 10 9 8 7 6 14-5-0 14-11-0 14-5 8 0-" LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.16 Vert(LL) n/a - n/a 999 MT20 2441190 TCDL 10.0 Lumber Increase 1.25 BC 0.11 Vert(TL) n/a - n/a 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.05 Horz(TL) 0.00 12 n/a n/a BCDL 10.0 Code FBC2010/TPI2007 (Matrix) Weight:55 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 SP No.2 end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. All bearings 14-5-8. (Ib)- Max Uplift All uplift 100 Ib or less at joint(s)10,6,8,9,7 Max Grav All reactions 250 Ib or less at joint(s)10,6 except 8=328(LC 1),9=304(LC 1),7=304(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- (11) 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=4.2psf;h=15ft;B=45ft;L=24ft;eave=4ft;Cat.ll; Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-2-12,Interior(1)3-2-12 to 14-3-12 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)Provide adequate drainage to prevent water ponding. 3)All plates are 2x4 MT20 unless otherwise indicated. 4)Gable requires continuous bottom chord bearing. 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)Bearing at joint(s)11,12,10,6 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)10,6,8,9,7. 9)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 10)See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable,or consult qualified building designer. 11)Segn:AO018274,Date:07/17/2014 LOAD CASE(S) Standard M. LICENSE�•;� m No.42704 : STATE OF ss�DNA'L���� William M. Ranieri, P c # 42704 Job Cuss TnISS Type ry - targ No 1221 728315 PB2 Piggyback 77 1 Job Reference(optional) American builders guppy,Sanford,FL 32771 Run:7.520 s May 8 2014 Print:7.520 s May 8 2014 MiTek Industries,Inc. Thu Jul 17 09:58:24 2014 Page t ID:c8A3zpKbMfN U P7GwJa8Yk9zzhN-OJOH3sulzBT5rTAPSMfaC9vEOGOre4LNHyAieyxClz 14-5x8 411- 14--8 0.6-0 Scale=1:23.7 1 2 13 3 14 4 5 T1 1771 Li N _HL t�) B1 IH 11 12 jd 10 9 B 7 6 14-5-8 14-5-8 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.16 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 10.0 Lumber Increase 1.25 BC 0.11 Vert(TL) n/a n/a 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.06 Horz(TL) 0.00 12 n/a n/a BCDL 10.0 Code FBC2010/TP12007 (Matrix) Weight:63 Ib FT=20% LUMBER- - BRACING- -- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 SP No.2 end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer REACTIONS. All bearings 14-5-8. Installation guide. (lb)- Max Uplift All uplift 100 Ib or less at joint(s)10,6,8,9,7 Max Grav All reactions 250 Ib or less at joint(s)10,6 except 8=328(LC 1),9=305(LC 1),7=305(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- (11) 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=42psf;h=15ft;B=45ft;L=24ft;eave=4ft;Cat.ll; Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-2-12,Intedor(1)3-2-12 to 14-3-12 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)Provide adequate drainage to prevent water ponding. 3)All plates are 2x4 MT20 unless otherwise indicated. 4)Gable requires continuous bottom chord bearing. 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)Bearing at joint(s)11,12,10,6 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)10,6,8,9,7. 9)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)8,9,7. 10)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 11)Segn:AO018275,Date:07/17/2014 LOAD CASE(S) Standard M. �� ��•� LICENSE • N0.4Z704 z s STATE OF 4 '%<0 a10A.�= William M. Ranieri, P c # 42704 r Truss Truss Type Qty ply Dag No 123 728315 P83 Plpgybeck 1 1 Job Reference(optional) American Builders Supply,Sanford,FL 32771 Run:7.520 s May 8 2014 Print:7.520 s May 8 2014 Mi7ek Industries,Inc.Thu Jul 17 09:58:24 2014 Page 1 ID:cBA3zpKbMfNUP?GwJa8Yk9zZIN-OJOH3sulz8T5rTAPSMfaC9vEOG?_e3zNHyAie xCiz 145.8 1411$ 145-8 0- 1 2 13 3 14 4 5 Scale=1:23.7 D 71 T1 Fj F-1 LLJ Li Li El Li N B1 11 12 Id 10 9 8 7 6 14-5-8 14-5-8 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.16 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 10.0 Lumber Increase 1.25 BC 0.17 Vert(TL) n/a n/a 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.08 Horz(TL) 0.00 12 n/a n/a BCDL 10.0 Code FBC2010frP12007 (Matrix) Weight:71 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 SP No.2 end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. All bearings 14-5-8. (Ib)- Max Uplift All uplift 100 lb or less at joint(s)10,6,8,9,7 Max Grav All reactions 250 Ib or less at joint(s)10,6 except 8=413(LC 17),9=384(LC 17),7=384(LC 17) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- (11) 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=4.2psf;h=15ft;B=45ft;L=24ft;eave=4ft;Cat.Il; Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-2-12,Interior(1)3-2-12 to 14-3-12 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)Provide adequate drainage to prevent water ponding. 3)All plates are 2x4 MT20 unless otherwise indicated. 4)Gable requires continuous bottom chord bearing. 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,with BCDL=10.Opsf. 7)Bearing at joint(s)11,12,10,6 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)10,6,8,9,7. 9)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)8,9,7. 10)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 11)Segn:AO018276,Date:07/17/2014 LOAD CASE(S) Standard M. A%AIL I C E N S E'• s r� N0.42704 ..�� s STATE OF William M. Ranieri, P c # 42704 Job Truss I rUSs I YPeCwg No 124 728315 P134 Pggyback --_ 1 1 Job Reference(optional) American Builder's Supply,Sanford,FL 32771 Run:7.520 s May 8 2014 Print:7.520 s May 8 2014 M7ek Industries,Inc. Thu Jul 1709:58:25 2014 Page 1 ID:c8A3zpKbMfNUP?GwJa8Yk9zZIjIN afHBvNkSbySdcO3ApkMRNtfKxWUWWcvFBOyxCly 2-7-014-5-8 1 11 78 2-7-0 11-10-8 6.00 V2 4x4— Scale:3/8'=1' 2 3 73 4 5 T2 U Li 1 1 a T cm Li LJ B1 Lieo I= 11 12 0 3x4= 10 9 8 7 6 14-5-8 14-5-8 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.31 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 10.0 Lumber Increase 1.25 BC 0.19 Vert(TL) n/a n/a 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.13 Horz(TL) -0.01 6 n/a n/a BCDL 10.0 Code FBC2010/TP12007 (Matrix) Weight:77 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 SP No.2 end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation uide. REACTIONS. All bearings 14-5-8. (Ib)- Max Horz 11=44(LC 12) Max Uplift All uplift 100 Ib or less at joint(s)6,8,7 except 9=-122(LC 12) Max Grav All reactions 250 Ib or less at joint(s)10,6 except 8=428(LC 18),9=358(LC 17),7=418(LC 18) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. WEBS 3-8=-263/166 NOTES- (11) 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=4.2psf;h=15ft;B=45ft;L=24ft;eave=4ft;Cat.Il; Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 6-8-12,Interior(1)6-8-12 to 14-3-12 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)Provide adequate drainage to prevent water ponding. 3)All plates are 2x4 MT20 unless otherwise indicated. 4)Gable requires continuous bottom chord bearing. 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,with BCDL=10.Opsf. 7)Bearing at joint(s)11,12,10,6 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)6,8,7 except Ot=1b) 9=122. 9)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)8,9,7. 10)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 11)Segn:AO018277,Date:07/17/2014 LOAD CASE(S) Standard M. ICENSE�•;��� N0.42704 STATE OF 0 RtD 06 William M. Ranieri, P c # 42704 REPAIR FOR BROKEN WEB/CHORD REPAIR: (REF. N05-q1) 1) SHORE TRU55 TO PROPER LEVEL 2) REALIGN DROKEN WEB 3) APPLY APPROPRIATE 56AD AND NAILING A5 INDICATED IN TADLE DELOW: 5GAD SHALL DE OF THE SAME 5IZE, GRADE, AND SPEGIES A5 THE WED MEMDER (U.N.O.) OR DETTER. ALL NAIL VALUES ARE DASED UPON PNEUMATIC DRIVEN 10J GUN NAILS AND S.Y.P. LUMBER. NOTE NOTE: NAILS SHALL DE DISTRIDUTED 50 THAT THE 5GAD DOTH 51DE5, SAME 5IZE E SPECIES OF END DISTANCE, EDGE D15TANCE, AND SPACING WED/CHORD. TOTAL NAILS INCLUDE DOTH 5CAD5, WILL AVOID UNUSUAL SPLITTING OF THE WOOD. 5TRE55 INCREASE = 1.14 OR 102#/NAIL. TOTAL NAILS CHORD/WEB MIN. SCRB" (led GUN) FORCE (LBF.) LENGTH (FT.) 7 714# 2"0•" /2 MINLENGTH NALF19 9 918# 2"-6" TO UNPAWat)5�010N TO NOTA MLOW 11 1122# 3"0 13 1326# 3"6•" 15 1538# 4"0" 17 1734# 4"6" 19 1938# 5"0*' N 23 2346# 5"6•" 25 2550# 6"0•" (3pK 27 2754# 6"6" 29 2958# 7"0•" 31 3162# 7"6" 33 336611 8"0•" 35 3570# 8"6•" 37 3774# 9"0" 39 3978# 9"6- NOTE 41 4182# 10"0" • INCREASE MIN.LENGTH A5 REaV TO HAVE 43 4386# 10"6"• 1/2 LENGTH NAILED INTO UNDAMAGED SECTION. 45 45909 1 1"0•" N REPRE5ENT5 THE TOTAL NUMDER OF NA11_5 47 4794# 1 1'6" REQUIRED FOR 5GAD5 ON DOTH 5IDE5. NAIL5 49 4998# 12"0•" SHALL DE EVENLY DIVIDED DETWEEN DOTH 5GAD5 AND ON EACH 510E OF DREAK. William R Al11er1C1r1 FLORIDA PROFS ASL fNEE Builders LICENSFU# P 42 .4270 e A nwiM Bmlden 'R swPh. AB S Supply h 1000 Carroll Street-Clermont,Fl.34711 Phone:352-394-2116 Fax:352-394-1968 S A V E • William M. Ranieri, P c # 42704 0 w o� o� U) w0 wU) tY a�z ZD W C' 0} H� Q^<� L~LI Of< L-� =0= U)> co 0 m Q J N— Xv tY Q U)Lu zNW1Y �� L11Nw�Z O F-Z 21Z w—�0U)-6p trw U)LL ��ww�oQ� Qw =Y OQ�ZQ=O Ow 0Q F-=LL wF- UU) Sw� �o�XU�~ 0 w COpXNOJ � m x .6ZQw U) w U-<Z 1L w U)0= U)G�Woow U) W-< pWNLL0U) Of LLF� °o000mEI ~ Z mow_`-Z �� w = F—< 'T 0 2 = } ~O tZwXC) LU U) N-O ZU JtY�tY �vz��Jw (Dw >>�¢ U .00- < p0 U) 'O=Q OF-U)w� � =-' OL0UO W 00 -j �Q LL U)- LLI � NUr W-w°�J ,Z U)Q( of W ppF-�(�00U -J LU F- w�LL(DZ0Z ZU_ LL O U�<NOJ2 xCN r� 1L0Nm�Z � O tY of w U)0' O LL ^g- W w J_ _x J -F--j-t lY-jJ'-,J)Q J NU)QQU)0Q �U�O� Q = _ F- Z Z—QwpU) WT -wcowU0 ��LnCoZw J U DF-w F- Q NOw� OZY�WZZ lY�=--m Q F-WUQQZW LLOJw�O� w U)-iY0�0> }w��ZF- W Z wm=)W<- W wwOWUQO LL Of _jcnLUpF (� LLLLI~iiw�Q11) � pmW� >DD--Jw QQ��F-=J � lY Q'Q Q =wW w�_�w�Q N ci v LC) F- 0 w LL U U) QZZO HwO<�O� =¢J WF --J aLLQ U���wm U)2> v10>U� 0Uw cxC)Z0ry �11J NiQ cD Q d F- William M. P'till ENS American FLORIDA PROFES ENGINEE c Builders LICENSE IPE P7CHo,427 .ak.■h■ 1Ks Supply * z p _ • STATE F • 1000 Carroll Street-Clermont,Fl.34711 Phone:352-394-2]16 Fax:352-394-1968 �� �L'� • • V William M. Ranieri, P c # 42704 WEB (L & T) BRACING RECOMMENDATIONS x 0d GUN NAII.5 x — 5rC_"n 3" O.C. x I x I� x TYPICAL T-BRACING VE[3 ME L-BRACE SECTION T-BRACE SECTION NOTE: 1) T-DRAGING TO DE U5ED WHEN CONTINUOUS LATERAL BRACING 15 IMPRACTICAL. T-DRAGS MU5T COVER q0% OF WED LENGTH. 2) L-DRAGE GONF16UIZATION MAY DE USED IN LIEU OF T-DRAGE. 3) MATERIAL 5HALL DE 5PF OR 5YP GRADED LUMDER. T-BRACING SIZE TABLE (PER SPECIFIED CONTINUOUS ROWS OF LATERAL BRACING IN TRUSS ENGINEERING) ONE-PLY TRUSS TWO-PLY TRUSS WEB SIZE 1 ROW 2 ROWS 1 ROW 2 ROWS 2x3 10 20 20 20 20 10 20 20 20 2x6 1x6 2x6 2x6 2x6 2x8 2x8 2x8 2x8 2x6 M. 'dam William M. P .•... _ American FLORIDA PROFE 1 ENGfNE « �� LICENS #PEr42 AB Builders . �0�.4a70 ame. pauila Supply * z STATE p 7k swh- S 1000 Carroll Street-Clermont,Ft.34711 Phone:352-394-2116 Fax:352-394-1968 i r r •r __ rrrs A William M. Ranieri, P # 42704 TYPICAL PIGGYBACK ATTACHMENT DETAIL 20 FUr LIN5-At 48" O.C. SHIM for FULL CONTACT 5�E NOT #X 5�E N01f #1 5��NOTE #3v 5�� N01E #2A CZY3Xl TRU55 NOTE #213 N ff-ACE IN1ERfACE ZJ 0/000 5E" NGf� #2A \-5EE NOTE #3A 55 TYPICAL LOADING (P.S.F.) � NOTE #2C TILE: SHINGLES: TOP LIVE LOAD: 20 20 TOP DEAD LOAD: 15 7 150TTOM DEAD LOAD: 10 10 TOTAL: 45 37 5TRE55 INC. 1.25 1.25 WIND DE516N: MAX. 140 MPH PER ASCE 7-10 NOTE. 11 2x4 PURLINS ON FLAT TOP CHORD SECTION OF DA5E TRU55 AT ALL JOINT5, NOT TO EXCEED 4'-0" O.G. OR THE MAXIMUM ALLOWABLE PURLIN SPAGING OF DA5E TRU55- (SEE 15A5E TRU55 ENGINEERING FOR MAX. SPAGING) ATTACH PURLINS TO TOP CHORD OF DA5E TRU55 WITH MIN. 2 EA. 10d NAIL5 2) IF 5HEATHING DOE5 NOT OVERLAP P166YDACK / DA5E TRU55 INTERFACE DY AT LEAST 12" ATTACH PIGGY DAGK U5ING ONE OF THE FOLLOWING: a- 1-1/4" X 12" 20 GAUGE STRAP (USP # L5TA-12 OR EQUIVALENT) TO ONE 510E OF TRU55 CENTERED ON INTERFACE WITH MIN. 5 EA. 8D NAIL5 EACH 5IDE OF INTERFACE; b- 2 X 4 X 4'-0" GRADED 5CAD TO ONE SIDE OF TRU55 CENTERED ON INTERFACE WITH MIN. 10d NAIL5 5TA66ERED 3" D.G. FULL LENGTH OF 5GA8; c- 6" X 8" NOM. 1/2" STRUGTURAL 5HEATHING GU55ET PLATE TO DOTH 5IDE5 OF TRU55 CENTERED ON INTERFACE WITH MIN. 5 EA. 8d NAILS EACH 5IDE OF INTERFACE. 3) FOR PIGGYDACKS OVER 16'-0" IN LENGTH U5E ONE OF THE FOLLOWING IN ADDITION TO THE ADOVE REQUIREMENT5 a- ATTACH MITEK 18 go 7H HAMMER ON PLATES ON EACH 5IDE OF TRU55 AT EACH DA5E TRU55 JOINT; b- U5P FRAMING ANCHOR HGDP OR 5IMP50N H 2.5, ONE CONNECTED TO PIGGY15ACK AND PURLIN, AND ONE CONNECTED TO PURLIN AND BASE TRU55 STARTING AT MIDDLE OF PIGGYBACK AND EVERY OTHER PURLIN; c- 6" X8" 1/2" STRUGTURAL 5HEATHING GU55ET PLATE AT EACH BASE TRU55 JOINT, BOTH 5IDE5 OF TRU55, U51NG MIN. 3 EACH 6d NAIL5 EACH GHORD- (TOTAL 12 NAIL5) William ,' American FLORIDA PROFE L �' ` A BS Builders LICENS #P':" $.4Z7Q amgr3„sUaaKs Supply �Pa � 1000 Carroll Street-Clermont,Fl.34711 Phonc:352-3942116 Fax:352-394-1968 i % •� • William M. Ranieri, P c # 42704 i t IL WEB LATERAL BRACING RECOMMENDATIONS 171A60NA1. 13!%(X-MACINCA) (5�f VAX,M F0?CE CHAP.T) Od GUN NAIL5 (5FE N01E5 ANP 5) TU55 Vv>; M�M�t?5 LATEM XACIN6 TYPICAL WEB BRACING GENERAL NOTES: Il THE DIAGONAL BRACING (X- BRACING) TRANSFER THE CUMULATIVE LATERAL BRACE FORCES INTO THE ROOF ANO/OR CEILING DIAPHRAGM. NO ADDITIONAL TYPE DRAGIN6 MATERIAL5 LATERAL FORCE HAS BEEN ADDED FOR WIND. 21 THESE DIAPHRAGM CALCULATIONS ARE BASED ON THE LATERAL BRACE CARRYING 2Z OF THE WEB FORCE. A 1x4 #2 5TD. GON5T. (5PF, OF, HF, OR 5YP) 3) DIAGONAL BRACING MATERIAL MUST BE THE SAME SIZE AND GRADE (DR BETTER) AS THE LATERAL BRACING MATERIAL AND SHALL BE NAILED AT EACH END AND EACH INTERMEDIATE TRUSS WITH (2) 10d GUN NAILS ((31 10d GUN NAILS FOR 2x6 DIAGONALS). 2x3 #3 5TD. GON5T. (5PF, OF, HF, OR 5YP) 4) CONNECT LATERAL BRACE TO EACH TRUSS WITH (2) 10d GUN NAILS (0 10d GUN NAILS FOR 2x6 LATERAL BRACES). 5l THE 10d NAILS SPECIFIED SHOULD BE 3.0' LONG AND .131' IN DIAMETER. G 2x4 #3 5TD. GONST. (5PF, OF, HF. OR 5YP) 6l LATERAL BRACING SHOULD BE CONTINUOUS AND SHOULD OUERLAP AT LEAST ONE TRUSS SPACE FOR CONTINUITY. 7) FOR ADDITIONAL GUIDANCE REGARDING DESIGN AND INSTALLATION OF TRUSS BRACING. REFER TO BCSI-B1 SUMMARY SHEET. 2x6 #3 5TD. GON5T. (5PF, OF, HF, OR 5YP) 8) SEE SEPARATE TRUSS ENGINEERING FOR WEB FORCES. MAXIMUM WEB FORCE (LBS.)" 24" ON CENTER 48" ON CENTER 72" ON GENTER X-BRAGE BRAGING MATERIAL TYPE BRAGING MATERIAL TYPE BRACING MAT. TYPE BAY 51ZE A B G D A 6 G P G D 10'-0" 4600 ` 4600 ' 4600 ` 6900 ` 1344 4600 ' 4600 6800 ' 4034 6382 12'-0" 3842 ' 3g42 ' 3942 5914 ' 1344 3842 ' 3g42 ' 5g14 ' 3g42 ' 5914 ' 14'-0" 3450 ' 3450 ` 3450 ` 5175 ` 1344 3450 ' 3450 5175 ' 3450 5175 16'-0" 3066 ' 3066 " 3066 4600 ' 1344 3066 ' 3066 4600 ' 3066 ' 4600 " 18'-0" 2760 ' 2760 ` 2760 ` 4140 ' 1344 2760 ' 2760 ' 4140 ' 2760 ' 4140 ' 20'-0" 2509 ' 250g ' 250g ' 3763 ` 1344 2509 ' 250g ' 3763 " 250P ' 3763 " 'GONTROLLEP [3Y GONNEGTION 'MAX. FORGE5 FROM MITEK DETAIL # LB-001-080193 M William M. ED'S - FLORIDA PROFS A�tNINEE ••" �? American LICENSIff#PE 42]Qb.4270 ABSBuilders .Ames kau Ho>11ersyp� Supply SuYP Y s V 1000 Carroll Street-Clermont,FI.34711 Phone:352-394-2116 Fax:352-394-1968 : •• •p• A William M. Ranieri, PE"T c # 42704 TYPICAL GABLE END DETAIL TVPICA. DIA60NA. 131 A 1F ATTACHED TO VEFfIC&- VriCAI, IM OF,2M "L" 5FE TA13LE FOP,MAXIMUM [MACE,(IF APPI.ICA :-F), NFICHT5 NAILED TO VE�TICAI.- 5FE TK3LF FOP,MAX, -IF IGHTS 2 MN*t5 �0MMON fK'iJ55E5 Al0 IF- �racinq to be a Mirimum 5PF Stud Grade or Getter TYPICAL GABLE END Exterior Grade 5heathinq MINIMUM GRADE OF LUMBER TOP CHORD (2x4): NO. 2 5YP DOT CHORD (2x4): NO. 2 5YP WED5 (2x4): N0. 3 5YP 10 OF,20 13 A5 pEQUIPFP (2) CONNECTOR PLATES MINIMUM (1) 20 GAUGE AT EVERY JOINT "L" BRACE DETAIL TYPICAL LOADING (P.51.) NOTE: TILE: SHINGLES: 1) U5E 8d GUN NAILS AT 4" O.G. FOR 10 AND TOP LIVE LOAD: 20 20 10d AT 4" O.G. FOR 20. TOP DEAD LOAD: 15 7 DOTTOM DEAD LOAD: 10 10 2) IF 5TRUGTURAL SHEATHING 15 U5ED ON THE TOTAL: 45 37 FACE OF GADLE THE ENGINEER OF REGORD 5TRE55 INC. 1.25 1.25 MAY DEEM L-DRACING UNNEGE55ARY. MAXIMUM HEIGHT TABLE WIND VELOCITY - 140 M.P.H. .)PAGING OF MAX. LENGTH MAX. LENGTH MAX. LENGTH MAX. LENGTH VERTICAL.) NO DRAGE 10 DRAGE 2x4 DRAGE' 2x6 DRAGE 12" 4'2" 6'11" 8'q" 13'10" 16" 3'10" 5'11" 7'10" 12'3" - 24" 3'4" 4'10" 65" 10'0" ' DEYOND 7H15 LENGtH U5E 2x6. William M. Rani i••'���+��•''■ American FLORIDA PROFESSI KG�f S ABS Builders LICENSE# 42 e4 No.4270 �..r .'LIDIIYLISWHMB Supply 7k SaPpk • 1000 Carroll Street-Clermont,Fl.34711 Phone:352-394-2116 Fax:352-394-1968 — kTEAw = • William M. Ranieri, P # 42704 TYPICAL CORNER SET INSTALLATION 2 :2) 1 O NAlL5 O VAPIFS OPTIONAL 5CI55OP15 C,O_TOM COi p C 2) 1 O NAIL L TYPICAL OP-'-N JACK(CJ'S) Op(FJ'5) 1;IE52 ��HIOd�FNAI!5 OR VA /� \\ OPTIONAL WE6 CONFICISATION (2) IOd NAI1L5 PATH 5117E OPTIONAL MF CONFIGUPATION TYPICAL COPMIN JACK(HJ) 2 C 3) IOd NA-5 VXIF5� TACH 5117E OB ,. C 2) 1 Od NAlL5 EACH 5117E NOTE: PLATES SHOWN ARE MINIMUM 51ZE, 20 GAUGE TRU55 CONNECTOR TYPICA, 5CI550p5 COt?NFP JACK(HJ) GU55ET5 ATTACHED TO EACH JOINT, 60THFAGES. MINIMUM GRADE OF LUM15ER FJ(##) FJ(#) 1 TOP CHORD (2x-): NO. 2ND 5YP' BOTTOM CHORD (2x-): NO. 3ND 5YP CJ(#) s WE65 (2x-): NO. 3 5YP 'EXCEPT #3 5YP GHORD 5' SPAN CJ(#) _ _ n CONNECTION MTAlL TYPICAL LOADING (P.S.F.) CJ(# # # (2) IOd GUN N&5 TILE: SHINGLES: v u v S FOP\FACH LOCATION TOP LIVE LOAD: 20 20 SHOWN TOP DEAD LOAD: 15 7 130TTOM DEAD LOAD: 10 10 �1 TOTAL: 45 37 5TRE55 INC. 1.25 1.25 WIND DE516N: MAX. 140 MPH PER TYPICAL COftF 5ET LAYOUT ASCE 7-10 {A William M. F •��.� American FLORIDA PROFE �t'L ENGINEE AB S Builders PF142��.427Q amer;ras•ilaPr5 Supply � STATE 0 1000 Carroll Street-Clermont,Fl.34711 Phone:352-394-2116 Fax:352-394-1968 i A William M. Ranieri, P c # 42704 i FEBRUARY 8, 2008 LATERAL BRACING RECOMMENDATIONS ST-STRGBCK MiTek USA,Inc. Page 1 of 1 moo TO MINIMIZE VIBRATION COMMON TO ALL SHALLOW FRAMING SYSTEMS, D 2x6 "STRONGBACK" IS RECOMMENDED, LOCATED EVERY 8 TO 10 FEET MiTek USA,Inc. ALONG A FLOOR TRUSS. NOTE 1:2X6 STRONGBACK ORIENTED VERTICALLY MAY BE POSITIONED DIRECTLY UNDER THE TOP CHORD OR DIRECTLY ABOVE THE BOTTOM CHORD. SECURELY FASTENED TO THE TRUSS USING ANY OF THE METHODS ILLUSTRATED BELOW. NOTE 2:STRONGBACK BRACING ALSO SATISFIES THE LATERAL BRACING REQUIREMENTS FOR THE BOTTOM CHORD OF THE TRUSS WHEN IT IS PLACED ON TOP OF THE BOTTOM CHORD,IS CONTINUOUS FROM END TO END, CONNECTED WITH A METHOD OTHER THAN METAL FRAMING ANCHOR,AND PROPERLY CONNECTED,BY OTHERS, AT THE ENDS. ATTACH TO VERTATTACH TO VERTICAL INSERT WOOD SCREW THROUGH OUTSIDE VERTICAL USE METAL FRAMING WEB WITH(3)-10NAILS SCAB WITH(3)-1 O NAILS FACE OF CHORD INTO EDGE OF STRONGBACK ANCHOR TO ATTACH (0.131"x 3") (DO NOT USE DRYWALL TYPE SCREWS TO TOP CHORD (0.131"x 3") ) ATTACH TO VERTICAL WEB WITH(3)-10d NAILS (0.131"x 3") BLOCKING BEHIND THE ATTACH 2x4 VERTICAL TO FACE ATTACH TO CHORD VERTICAL WEB IS OF TRUSS. FASTEN TO TOP AND WITH TWO#12 x 3" RECOMMENDED WHILE BOTTOM CHORD WITH(2)-1 O WOOD SCREWS(. DIAM.) NAILING THE STRONGBACK NAILS(0.131"x 3")IN EACH CHORD ri 2� I z- USE METAL FRAMING ATTACH TO VERTICAL ATTACH TO VERTICAL INSERT SCREW THROUGH OUTSIDE ANCHOR TO ATTACH WEB WITH(3)-10d NAILS SCAB WITH(3)-10d NAILS FACE OF CHORD INTO EDGE OF TO BOTTOM CHORD (0.131"x 3") (0.131"x 3") STRONGBACK(DO NOT USE DRYWALL TYPE SCREWS) TRUSS 2x6 4-0-0 WALLBLOCKING STRONGBACK (TYPICAL SPLICE) (BY OTHERS) (BY OTHERS) 2K 2K 1 t. THE STRONGBACKS SHALL BE SECURED AT THEIR ENDS TO ADEQUATE SUPPORT, DESIGNED BY OTHERS.IF SPLICING IS NECESSARY,USE A 4'-0"LONG SCAB CENTERED ON THE SPLICE AND JOINED WITH(12)-10d NAILS (0.131"x 3") EQUALLY SPACED. M. Q ALTERNATE METHOD OF SPLICING: `► �+ �'• OVERLAP STRONGBACK MEMBERS A MINIMUM OF 4'-0"AND FASTEN WITH(12)-10dLICENSE1. NAILS(0.131"x 3")STAGGERED AND EQUALLY SPACED. (TO BE USED ONLY WHEN STRONGBACK IS NOT ALIGNED WITH A VERTICAL) N0.42704 41 STATE OF ss�a�ar.� William M. Ranieri, P # 42704 f � Plated Truss Connectors THAITHACAdjustable Truss Hangers NEMO, This product is preferable to similar connectors because of l 'rte I'z' W or a easier installation.b higher loads,c lower installed cost, •.! "'A 112 •o AFa / Q / THAC422LLA�� or a combination of these features. .g Min. � • • Header 114 The THA series have extra long straps that can be field- • ' Depth formed to give height adjustability and top flange hanger convenience.THA hangers can be installed as top flange or face mount hangers. THA4x and THA2x-2 models feature a dense nail pattern in theiTypicalstraps,which provides more installation options and allows for easy c THA29 ce top flange installation. Mount Installation MATERIAL:See table FINISH:Galvanized.Some products available in ZMAXI coating: ` W Double 4x2— 2Face nails see Corrosion Information,page 14-15. 2,; 10i ` Use to#table value total INSTALLATION:•Use all specified fasteners.See General Notes. THA422-2 ` THA29 Single 4x2— 4Top Nails The following installation methods may be used: THA°2c 2 see Total) toofiote 3 •Top Flange Installation—The straps must be field formed over y,(� V► the header—see table for minimum top flange requirements. �f I Install top and face nails according to the table.Top nails shall THAC422 THA418 Typical THA422 not be within 114'from the edge of the top flange members.For i 1 Top Flange the THA29,nails used for joist attachment must be driven at an Installation on a angle so that they penetrate through the corner of the joist and 4x2 Floor Truss into the header.For all other top flange installations,straighten the double shear nailing tabs and install the nails straight into the joist. Face nails Tap nails Straighten the •Face Mount Installation—Install all face nails according to the per table per table double shear nailing tabs table.Not all nail holes will be filled on all models.On models 111efteo and install nails straightwhere there are more nail holes than required,the lowest 4 face te 6 holes must be filled.Nails used for the joist attachment must be driven at an angle so that they penetrate through the corner of Typical THA Top Flange the joist into the header. Installation on a Nailer •Alternate Installation—The THA 4x hangers may be installed (except THA29) in a top flange configuration using the tabulated fasteners for face mount installation and achieve the face mount installation loads. Typical THA29 Install the tabulated face nails into the face and top of the carrying Top Flange hea member.Nails used for the joist attachment must be driven at an angle Srnailinenthedouble so that they penetrate through the corner of the joist into the header. Installation snailsstraight�nothejasttll Lifa.y �� r'D OPTIONS:•THA hangers available with Double-Shear Dome Double-Shear I I a the header flanges turned in for 35/8" Double (except TH4413)and larger,with no Shear Nailing Side View Nailing Side View 12load reduction—order THAC hanger. Nailing Do not bend tab �� (available on " unless otherwise some models) n CODES:See page 13 for Code Reference To View ,. Alternate Installation e Key Chart. p • noted �^' U.S.Patent 5.603,580 of THA422 = S These products are available with additional corrosion protection.Additional products on this page may also be available with this option,check with Simpson Strong-Tie for details. V2 Dimensions Fasteners OF/SP Allowable Loads SPF/HF Allowable Loads Mins Min. Code Model Ga W H C Top Header Member Member Carried Uplift Floor Snow Roof Wind Uplift Floor Snow Roof Wind No. Flange Depth (160) (100) (115) (125) (160) (160) (100) (115) (125) (160) Ref. To Face Stir ht Slant TOP FLANGE INSTALLATION' THA29 1 18 11'8 I 4-10d 4-10d — 4-10d 560 122601 2310 2350123501 480 1740 1785 F1815 1815 THA213 1 18 1116 13%6 5% 1'111 — I 4-10d 2-10d 4-10dx1'/z — — 1615 1 1615 1615 1615 — 1280 1280 1280 1280 THA218 18 tY, 173/8 5112 2 — 4-10d 2104 4 10dx111z — — 1615 1615 1615 1615 — 1280 1280 1280 1280 THA218-2 16 3Ya 17'%6 B 2 — 4-16d 2-16d 6 lOd — — 2245 2245 2245 2245 — 1935 1935 1935 1935 IB,L15,F7 Z THA222-2 16 3'A 223/,6 8 2 — 4-16d 2-i6d 6-10d — — 2245 2245 2245 2245 — 1935 1935 1935 1935 THA413 18 35/8 135/,6 4'/z 1'F! — 4-10d 2-10d 4-10d — — 1615 1615 1615 1615 — 1280 1280 1280 1280 THA411 16 35/8 17'h 77/8 2 — 4-16d 2-16d 6-10d — — 2245 2245 2245 2245 — 1935 1935 1935 1935 THA422 16 35/8 22 7'/8 2 — 4 16d 2 16d 6-10d — — 2245 2245 2245 2245 _ 1935 1935 1935 1935 18,F7 THA426 14 35/8 26 7'/e 2 — 416d 4-16d 6-16d — — 2435 2435 2435 2435 2095 2095 2095 2095 F23 THA422-2 14 7'/< 22'%6 93/< 2 — 416d 416d 6-16d — — 3330 3330 3330 3330 — 2865 2865 2865 2865 170 THA426-21 14 711. 26'/,6 9 2 — 4-16d 4-16d 6-16d — — 3330 3330 3330 3330 — 2865 2865 2865 2865 170 FACE MOUNT INSTALLATION' THA29 18 15/8 9"/,6 5'/e — 9'%6 — 16 10d — 4-10d 560 2125 2310 2350 2350 4740 1785 1815 1815 THA213 18 15/8 135%8 5%z — 135/,6 — 14104 — 4104 1170 ^"' 780+1385 1425 1450 1450 THA218 18 11'8 173/,6 5%z — 17'/,6 — 18-10d — 4-10d 1170 780 1385 1425 1450 1450 THA218-2 16 3% 17'%6 8 — 14146 — 22-16d — 6-164 1855 3695 3695 3695 3695 1595 3185 3185 3185 3185 18,L15,F7 ® THA222-2 16 3'/a 223/,6 8 — 14'/,6 — 22-16d — 6-i6d 1855 3695 3695 3695 3695 1595 3185 3185 3185 3185 THA413 18 3%s 135/+6 41/, — 131A — 14104 — 4-10d 1170 1940 2235 2400 2400 780 1660 1910 2075 2210 THA418 16 35/8 17'h 7%8 — 14'/16 — 22 i6d — 6 164 1855 3695 3695 3695 3695 1595 3185 3185 3185 3185 THA422 16 36/8 22 7'/8 — 14'/16 — 22-16d — 6-16d 1855 3695 3695 3695 3695 1595 3185 1 3185 1 3185 31851 18 F7 THA426 14 36/8 26 7% — 16'/,6 — 30-16d — 6-16d 1855 4550 4550 _45 5-0 4550 15951 3915 1 39151 3915 1 3915 11 F23 THA422-2 14 7'/4 2211/4 93/4 1 — 163/,6 — 30-16d — 6-16d 1855 5160 5520 5520 5520 1595 4440 147451 4745 4745 171 THA426-2 14 711 2611,6 1 9'/1 18 — 38-16d — 6-164 1855 5520 5520 5520 5520 1595 4745 4745 4745 170 1.Uplift has been increased 60%for wind or earthquake loading with no carrying member.For single 2x carrying members,use 10dx1'/'nails into the carrying further increase allowed:reduce where other loads govern. member and tabulated fasteners into the carried member,and use 0.80 of the table value for 2.Wind(160)is a download rating. 18 gauge,and 0.68 of the table value for 16 gauge and 14 gauge. 3.For single 4x2 top chord carrying members or single 2x nailers,the 5.Min.Top Flange refers to the minimum length of strap that must be field formed over the header. following THA hangers can be installed using 10dx1'112'top nails and 6.For the THA 2x models,one strap may be installed vertically according to the face mount 2-16d face nails with reduced allowable loads as noted:THA418/THA422: nailing requirements and the other strap wrapped over the truss chord according to the 1415 lbs.for DF/SP,1215 lbs.for SPF;THA426:2245 lbs.for DF/SP, top flange nailing requirements(see drawing above)and achieve full tabulated top flange 1930 lbs.for SPF;THA422-2/THA426-2:2345 lbs.for DF/SP,2015 lbs. installation loads. for SPF.Loads are based on hanger installations at panel points. 7.NAILS:16d=0.162'dia.x 3'/z long,10d=0.148'dia.x 3'long, 131 4.Face mount installation loads are based on minimum of 2-ply 2x 10dx1'/z=0.148"dia.x 11/2'long.See page 22-23 for other nail sizes and information. William M. Ranieri, PE FL Lie # 42704 Plated Truss Connectors ' 7 rr Ile Shear Joist Hangers r ; �,*EERE# This product is preferable to similar connectors because of 1 for 2x's W a)easier installation,b)higher loads,c)lower installed cost. 1�fi'for 4x's� ,., or a combination of these features. P,E^ J ° ° TIP. b' • c ' All hangers in this series have double shear nailing—an is b o • innovation that distributes the load through two points on each joist nail for greater strength.This allows for fewer nails,faster installation,and the use of all common nails for the same connection. H to 4 Double shear hangers range from the light capacity LUS hangers to the d highest capacity HGUS hangers.For medium load truss applications,the d MUS offers a lower cost alternative and easier installation than the HUS or THA hangers,while providing greater load capacity and bearing than the LUS. MATERIAL:See tables below and on page 135. FINISH:Galvanized.Some products available in stainless steel or �`2^ ZMAX65 coating;see Corrosion Information,page 14-15. WVV �` (�/� HUS210 INSTALLATION •Use all specified fasteners.See General Notes. (HUS26,HUS28, •Nails must be driven at an angle through the joist or truss into LUS28 MUS28 and HHUS similar) the header to achieve the table loads. •Not designed for welded or nailer applications. OPTIONS:•LUS and MUS hangers cannot be modified. •HUS hangers available with the header flanges turned in for 01 •: c q ;•.•T 6 , 2-2x(3'/6")and 4x only,with no load reduction.See HUSC a e q e• s Concealed Flange illustration. ` q •Concealed flanges are not available for HGUS and HHUS. c H q :•• H 6 •See Hanger Options,page 216,for sloped and/or skewed o o ` it HHUS models. •Other sizes available;consult your Simpson Strong-Tie representative. ° • CODES:See page 13 for Code Reference Key Chart. may, s �w B s ' _<__ B ~i y w These products are available with additional corrosion protection. HGUS28-2 Additional products on this page may also be available with this option, r Min w check with Simpson Strong-Tie for details. p HHUS210 2 , C These products are approved for installation with the Strong-Drive SD HUSC Structural-Connector screw.See page 27 for more information. ��iiir r Concealed Flanges Min. Dimensions Fasteners (not available Model Heel Ga Carrying Carried i��;i�i� for HHUS, Height W H e Member Member HGUS and wSINGLE 2x SIZES HUS2x) LUS24 25/6 1 M 1M 4-10d 2-10d (Truss Designer LUS26 4'/4 18 19/,6 4,1/a 1/4 4-10d 4-10d 1.See table to provide fastener on page quantity for connecting MUS26 4'A6 18 19/,6 53/6 2 6-10d 6-10d 135 for multiple members , i HUS26 46/6 16 1% 5% 3 14-16d 6-16d allowable together) Typical HUS26 with HGUS26 49/6 12 15/6 5'/a 5 20-t6d 8-16d loads. Reduced Heel Height LUS28 43/,6 18 19/,6 6% 13% 6-10d 4-10d o MUS28 6%6 1819/,6 613/6 2 8-10d 8-10d ® Double Double Shear Dome Double Shear HUS28 6'h 16 15/6 7 3 1 22-16d 8-16d Shear Nailing Nailing Side View a 5 36 i6d 12 t6d 7 HGUS28 6Side View (available on Z 966 12 11/8Y6 Nailing LUS210 4%< 18 196 713IE 1% 8-10d 4-10d Top ViewTM bend tab Do not some models) a HUS210 83/6 16 1% 9 3 30164 10164 U.S.Patent 5,603,580 0 U f DF Allowable Loads SP Allowable Loads SPF/HFAllowable Loads o Model No. Uplift' Floor Snow Roof Wind Uplift' Floor Snow Roof Wind Uplift' Floor Snow Roof Wind CRef. z (160) (100) (115) (125) (160) (160) (100) (115) (125) (16 0) (160) (1 001 (115) (125) (160) N SINGLE 2x SIZES LUS24 490 670 765 825 E1045 490 725 830 895 1135 420 575 655 705 895LUS26 1165 865 990 1070 55 1165 940 1075 1165 1475 1005 740 845 915 1160 MUS26 1090 1295 1480 1605 1825 1090 1410 1610 1745 1825 940 1110 1265 1370 1570 17,F6,1_17 HUS26 1550 2720 3095 3335 3335 1550 2950 3335 3335 3335 1335 2330 2650 2820 2865 HGUS26 1765 4360 4885 5230 5390 1765 4725 5290 5390 5390 1520 3750 4200 4500 4635 L17 i LUS28 1165 1100 1255 1360 1725 1165 1200 1365 1480 1835 1005 940 1075 1165 1475 MUS28 1555 1730 1975 2140 2645 1555 1880 2150 2330 2645 1335 1475 1690 1830 2275 17,F6,L17 ® HUS28 2000 3965 4120 4220 4335 2000 3790 3960 4070 4335 1720 2905 3035 3125 3435 HGUS28 3015 6745 6970 7125 7275 3015 6460 6705 6870 7275 2595 4960 5160 5290 5745 L17 ® LUS210 1165 1340 1525 1650 2090 1165 1445 1660 1795 2270 1005 1145 1305 1415 1745 ® HUS210 3000 4255 1 4445 4575 5020 3000 4105 4310 4450 4930 2580 3150 3315 3425 3815 17,F6,L17 134 Note:For dimensions and fastener information,see table above. See table footnotes on page 135. William M. Ranieri, PE FL Lie # 42704 Plated Truss Connectors FACE MOUNT HANGERS iThese products are available with additional corrosion protection.Additional products on pr These products are approved for installation with the Strong-Drive SD this page may also be available with this option,check with Simpson Strong-Tie for details. Structural-Connector screw.See page 27 for more information. Min. Dimensions Fasteners OF/SP Allowable Loads SPF/HF Allowable Loads Model Code No. Heel Ga Carrying Carried Uplift' Floor Snow Roof Wind Uplift' Floor Snow Roof Wind Ref. Height W H B Member Member (160) (100) (115) (125) (160) (160) (100) (115) (125) {160) DOUBLE 2x SIZES LUS24-2 21/4 18 3'/e 3% 2 416d 2164 440 800 910 985 1250 380 680 780 645 1070 17 F6,L17 LUS26-2 49/6 18 316 4'/s 2 4-16d 4-16d 1165 1030 1180 1280 1625 1000 880 1010 1090 1385 HHUS26-2 4%6 14 36/6 5% 3 14-16d 6-16d 1550 2785 3155 3405 4265 1335 2390 2710 2925 3665 17.L17, HGUS26-2 49/,6 12 35/,6 5'/,6 4 20-16d 8-16d 2155 4355 4875 5230 5575 1855 3750 4200 4500 4795 LUS28-2 45/,6 18 31s 7 2 6-16d 4-16d 1165 1315 1500 1625 2060 1000 1125 1285 1390 1765 17,F6,L17 HHUS28-2 6%6 14 35/6 714 3 22-16d 8-16d 2000 4210 4770 5140 6440 1720 3615 4095 4415 5375 HGUS28-2 69/,6 12 35/,6 73/,6 4 36-16d 12-16d 3235 7460 7460 7460 7460 2785 6415 6415 6415 6415 17,L17,s z: LUS210-2 6'/,6 18 31e 9 2 8-16d 6-16d 1745 1830 2090 2265 2870 1500 1565 1785 1935 2455 17,F6,L17 HHUS210-2 8% 14 3%6 8'/s 3 30-16d 10-16d 4000 5635 6380 6880 7165 3525 4835 5270 5380 5765 17,L17, ' HGUS210-2 89/,6 12 35/,6 936 4 46-16d 16-16d 4095 9100 9100 9100 9100 3525 7465 7730 7825 7825 TRIPLE 2x SIZES FHG2 4'%6 12 415/,6 5'% 4 20-16d 8-16d 2155 4355 4875 5230 5575 1855 3750 4200 4500 4795 6'%6 12 418/6 71< 4 36 16d 12 16d 3235 7460 7460 7460 7460 2785 6415 6415 6415 6415 813/6 12 415% 914 4 46-16d 16-16d 4095 9100 9100 9100 9100 3525 7825 7825 7825 7825 17,L17,105/6 12 4i/1, ': 4 56-16d 20-16d 5045 9600 9600 9600 9600 4335 8255 8255 8255 8255 121s 12 415/,6 4 66-16d 22-16d 5515 10100 10100 10100 10100 4745 8685 8685 8685 8685 QUADRUPLE 2x SIZES r S26-4 5% 12 6'/16 5'/16 4 20-16d 8-16d 2155 4355 4875 5230 5575 1855 3750 4200 4500 4795S28-4 714 12 69/,6 7Yl6 4 36-16d 12-16d 3235 7460 7460 7460 7460 2785 6415 6415 6415 6415 C S210-4 9'b 12 69/,6 93/16 4 46-16d 16-16d 4095 9100 9100 9100 9100 3525 7825 7825 7825 782517,L17,%'3S212-4 10% 12 69/16 10% 4 56-16d 20-16d 5045 9600 9600 9600 9600 4335 8255 8255 8255 8255S214-4 12-% 12 69/,6 125/s 4 66-16d 22-16d 5515 10100 10100 10100 10100 4745 8685 8685 8685 8685 n 4x SIZES O LUS46 4% 18 39/6 414 2 1 4-16d 4-16d 1165 1030 1180 1280 1625 1000 880 1010 1090 1385 17,F6,L17 '+ HGUS46 4%6 12 3'A 4'/16 4 1 20-16d 8-16d 2155 4355 4875 5230 5575 1855 3750 4200 4500 4795 17.L17, HHUS46 45/16 14 3% 5'/16 3 14 16d 6-16d 1550 2790 3160 3410 4265 1335 2390 2710 2925 3665 LUS48 4% 18 39/6 63/4 2 6-16d 4-16d 1165 1315 1500 1625 2060 1000 1125 1285 1390 1765 17,F6,L17 HUS48 61e 14 3%6 7 2 6-16d 6-16d 1550 1595 1815 1960 2470 1550 1365 1555 1680 2115 HHUS48 61/s 14 3% 7% 3 22-16d 8-16d 2000 4215 4770 5150 6440 1720 3615 4095 4415 5535 17,L17,`2'3 Z HGUS48 6'/16 12 3% TA,6 4 36-16d 12-16d 3235 7460 7460 7460 7460 2785 6415 6415 6415 6415 z - LUS410 6'/4 18 39/6 8% 2 8-16d 6-16d 1745 1830 2090 2265 2870 1500 1565 1785 1935 2455 17,F6,L17 HHUS410 8% 14 35/s 9 3 30-16d 10-16d 3745 5640 6385 6890 7165 3440 4835 5480 5910 6165 HGUS410 8'/16 12 3% 4 46-16d 16-16d 4095 9100 9100 9100 9100 3525 7825 7825 7825 7825 17,L17,1. 3 HGUS412 10'/16 12 35/s 10'/,s 4 56-16d 20-16d 5045 9600 9600 9600 9600 4335 8255 8255 8255 1 8255 1 17 L17 HGUS414 11'/16 12 3% 12'/16 4 66-16d 22-16d 5515 10100 10100 10100 10100 4745 8685 6685 8685 8685 0 1.Uplift loads have been increased 60%for wind or earthquake loading with no further f r ,r 1 F,.-S f we lM Imps a increase allowed.For normal loading applications such as cantilever construction N refer to Simpson Strong-TieO Connector Selector'software or conservatively divide the uplift load by 1.6. 5.Loads shown are based on minimum of 2-ply 2x carrying member.With 3x carrying 2.Wind(160)is a download rating. members,use 16dx2'F'nails into the header and 16d commons into the joist with no ® 3.Minimum heel height shown is required to achieve full table loads.For less than load reduction.With single 2x carrying members,use 10dx11/2'nails into the header minimum heel height,see technical bulletin T-REDHEEL(see page 232 for details). and 10d commons into the joist,and reduce the load to 0.64 of the table value. 4.Truss chord cross-grain tension may limit allowable loads r accerbanc ri:h 6.NAILS:16d=0.162'dia.x 3'/z'long.See page 22-23 for other nail sizes and information. 135 William M. Ranieri, PE FL Lic # 42704 j r�j`J f CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD J --Z MECHANICAL HVAC PERMIATLANTIC BEACH, FL 32233 U CALL BY 4PM FOR NEXT DAY ININKU (WPHIONE LINE 247-5814 JOB IN Job ID• 14-MECH-156 Job Type: MECHANICAL HVAC ONLY Description: INSTALL 2 UNITS, TTL 5.5 TONS, 42k BTU'S AND DUCTW Estimated Value: Issue Date: 10/7/2014 Expiration Date: 4/5/2015 PROPERTY ADDRESS: Address: 1601 ATLANTIC BEACH DR RE Number: - PROPERTY OWNER: Name: TOLL FL VI LIMITED PARTNERSHIP, Address: 160 CAPOE MAY AVE GENERAL CONTRACTOR INFORMATION: Name: MCGOWANS HEATING & AIR Address: Phone: - - PERMIT INFORMATION: Sticker for overcurrent protection must be on A/C equipment prior to inspection. Failure to comply will result in a failed inspection and reinspect fees. No exceptions. FEES: Furnaces and Heating $20.00 AC and Refrigeration $44.00 Air Duct System $20.00 State Mech DBPR Surcharge $2.00 State Mech DCA Surcharge $2.00 Trade Permit Base Fee $55.00 Total Payments: $143.00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. MECHANICAL PERMIT APPLICATION CITY OF ATLANTIC BEACH 800 Seminole Rd Atlantic Beach, FL 32233 Ph(904)247-5826 Fax (904) 247-5845 JoB ADDRESS: U, ) 12 3 RMrr# J�- JNA PROJECT VALUE $ ARI# REQUIRED Air Handling Equipment Only Air Handling Unit & Condenser Condenser Only NEW AIR CONDITIONING & HEATING SYSTEM INSTALLATION Air Conditioning: Unit Quantity Tons Per Unit a Heat: Unit Quantity 2. BTU's Per Unit 01,etc Seer Rating Duct Systems: Total CFM X y cc q 0 0 2y,M0 REQUIRED REPLACEMENT AIR CONDITIONING & HEATING SYSTEM INSTALLATION Air Conditioning: Unit Quantity Tons Per Unit Heat: Unit Quantity BTU's Per Unit Seer Rating Duct Systems: Total CFM REQUIRED FIRE PREVENTION Fire Sprinkler System Quantity (Requires 3 sets of plans) Fire Standpipe Quantity (Requires 3 sets of plans) Underground Fire Main Value (Requires 3 sets of plans) Fire Hose Cabinets Quantity (Requires 3 sets of plans) Commercial Hoods Quantity (Requires 3 sets of plans) Fire Suppression Systems Quantity (Requires 3 sets of plans) FIRE PLACES MISCELLANEOUS: Prefabricated Fireplace Qty Automobile Lifts Gas Piping Outlets Boilers BTU's Elevators/Escalators ALL OTHER GAS PIPING Heat Exchanger Quantity of Outlets Pumps #Vented Wall Furnaces Refrigerator Condenser BTU's #Water Heaters Solar Collection Systems Tanks(gallons) Wells OTHER: Permit becomes void if work does not commence within a six month period or work is suspended or abandoned for six months.I hereby certify that I have read this application and know the same to be true and correct. All provisions of laws and ordinances governing this work will be complied with whether specified or not. The permit does not give authority to violate the provisions of any other state or local law regulation construction or the performance of construction. Property Owners Name f'I1N� l� Phone Number Q buC Mechanical Com �C '\�01rlO pany� CTu-C/ 6 r t t��D'` WS NAC/Office Phone L%0* AJJA Co. Address:y � LollirLS Rd dY V 1 32Zu�-1 City State�Zip s License Holder(Print): S State Certification/Registration#CMN1, DD Notarized Signature of License Holder Before me this ' day 20 14 Signature of Notary Public CITY OF ATLANTIC BEACH s) 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5814 Application Number . . . . . 14-00001246 Date 8/28/14 Property Address . . . . . . 1601 ATLANTIC BEACH DR Application type description RIGHT-OF-WAY PERMIT Property Zoning . . . . . . . RES SF DISTRICT Application valuation . . . . 0 ---------------------------------------- Application desc PAVER DRIVEWAY ---------------------------------------- Owner Contractor - ------------------------ ----------------------- TOLL FL VI LIMITED PARTNERSHIP TOLL BROS . , INC 160 CAPOE MAY AVE 250 GIBRALTAR RD PONTE VEDRA FL 32081 HORSHAM PA 19044 (904) 386-6472 -- ------------------------------------------------------------------------- Permit . . . . . . DRIVEWAY PERMIT Additional desc . . . 00 Permit Fee . . . . 35 . 00 Plan Check Fee Issue Date . . . . Valuation . . . . 0 Expiration Date . . 2/24/15 ------------------------------------- Special Notes and Comments Ensure all meter boxes, sewer cleanouts and valve covers are set to grade and visible. A sewer cleanout must be installed at the property line . Cleanout must be covered with an RT1 concrete box with metal lid. Cleanout to be set to grade and visible . ----- Other Fees . STATE DCA SURCHARGE 2 . 0 ENG REV BLDG MOD OR ROW 50 . 00 STATE DBPR SURCHARGE 2 . 00 UTIL REV MODIF OR ROW 25 . 00 ____ _ ________ -- Fee summary Charged Paid Credited ----Due--- ----------------- ---------- --- ---------- Permit Fee Total 35 . 00 35 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Other Fee Total 79 . 00 79 . 00 . 00 . 00 Grand Total 114 . 00 114 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. CITY OF ATLANTIC BEACH — rl CONSTRUCTION PERMIT WITHIN CITY RIGHTS OF WAY AND EASEMENTS i �"' 904-247-5800 u/ 800 Seminole Road f„� � Fax 904-247-5845 ;rFiT < Atlantic Beach.Florida 32233-5445 Date -7 Z! Awe PERMIT# ISSUED BY THE CITY Job Address Permitee: Tdc.L FL VI 4ytW Piftt"IIJIM Telephone# J'dy 2�7- o X35 rh a JE7uvF' ►'�,�1Te VWru4 t R 3UXI Permittee Address: ��� Cy� n,' Requesting Permission to Construct: r,fiNe*cs fin D Location: (Reference to Cross-Street) 4 14447 1. Applicant declares that prior to filing this application he has ascertained the location of all existing utilities, both aerial and underground and the accurate locations are shown on the sketches. A Letter of Notification was mailed to the following Utilities/Municipalities: Jacksonville Electric Authority Yes ( ) No (✓f Date: Yes ( ) No (.Ij Date: Bell South Telephone Company „ Yes ( ) No (,✓j Date: Ferrell Gas Comcast Yes ( ) No (,� Date: 2. Whenever necessary for the construction, repair, improvement, maintenance, safe and efficient operation, alteration or relocation of all, or any portion of said street or easement as determined by the Director of Public Works, any or all of said poles, wires, pipes, cables or other facilities and appurtenances authorized hereunder, shall be immediately removed from said street or easement or reset or relocated hereon as required by the Director of Public Works, and at the expense of the Permittee unless reimbursement is authorized. 3. All work shall meet City of Atlantic Beach or Florida Department ofd r ortle pk (Contratltords Pro ect performed under the supervision of TCS B�•� Telephone#: 'IaY t or's P� Superintendent) located at T&L S 4. All materials and equipment shall be subject to inspection by the Director of Public Works or his designee. 5. All city property shall be restored to its original condition as far as practical, in keeping with city specifications and the manner satisfactory to the city. A sketch of plans covering details of this installation, as well as, a copy of a recent survey shall be made a part of this permit. Calculations showing any increase iimpervious area on owner's lot or in the city n Right of Way are to be included with this appllcatlon. 7. This permittee shall commence actual construction In good faith with t20 days. If the beginning date is more than 60 days from date of permit approval, then permittee must review the permit with the Director of Public Works to make sure no changes have occurred in the area that would affect the permitted construction. 8. It is understood and agreed that the rights and privileges herein set out are granted only to the extent of the City's right, title and interest in the land to be entered upon and used by the holder, and the Holder will, at all times, assume all risk of and indemnify, defend, and save harmless the City of Atlantic Beach from and against any and all loss, damage, and cost of expenses arising in any manner of the exercise or attempted exercises by the holder of the aforesaid rights and privileges. 9. The Director of Public Works shall be notified twenty-four (24) hours prior to starting work and again immediately upon completion. OWNER Signed: m Date:, �7 Before this �� day of th ounty of D al, Parpo MELISSAt lP=BGRMAN State Of Florida,has personally appeared ;-a°' ►, c MY COMf✓USSION#FF055605 Notary Public at Large,State of Florida,County of Duval. ,p � •ate' c te E mber 18.2017 My commission ct I� 3� oP; EXPIR�S Sap Personally Known: v� 40��3gti-0153 RoridallotarySe vice.com Produced Identification: R.O.W. Permit Attachment of for R.O.W. Permit# issued , 200_ Atlantic Beach, FL 32233 Owner's Name:TOLL FL VI LIMITED PARTNERSHIP & Property Address: t6&#Atlantic Beach Drive Atlantic Beach, FL 32233 Subdivision: Atlantic Beach Country Club Lot#/l3lock#: 1 R.E. #: REVOCABLE ENCROACHMENT PERMIT THIS REVOCABLE ENCROACHMENT PERMIT, issued on this 214- day of J7VL7 , 20 JL( by Atlantic Beach, Florida, a municipal corporation organized and existing under the laws of the State of Florida,hereinafter referred to as "CITY" and TOLL FL VI LIMITED PARTNERSHIP of Atlantic Beach, Florida, hereinafter referred to as "USER". WITNESSETH: That the CITY does hereby grant the USER permission on a revocable basis as described herein the right to enter upon the property of the City of Atlantic Beach for the purpose as described in the City of Atlantic Beach Right-of-Way/Easement permit numbers noted above (copies attached). This work is generally described as: Pavers in the Right of Way for the driveway. Any facility maintained, repaired, erected, and/or installed in the exercise of.the privilege granted remains subject to relocation or removal on thirty (30) days notice by CITY to the USER, said notice to USER shall be given by certified mail, return receipt requested, to the following address: 160 Cape May Avenue-, Ponte Vedra FL 32081. The depositing of said notice of cancellation in the United States mail shall constitute the notice of cancellation and the burden is upon USER to keep the CITY informed of USER's proper address. The USER shall promptly make any and all necessary repairs to any facility erected or maintained in the exercise of the privilege herein granted and shall at all times maintain said facility in good and safe condition. In the event it is necessary for the CITY or the City's approved representative or other franchised utility to enter upon the above-described property of the CITY, the USER shall replace at the USER's sole expense, any and all material necessarily displaced during the action of maintaining, repairing, operating,replacing, or adding to of the utilities and facilities of the CITY or franchise utility provider. The facilities allowed by the permit shall meet the current equirements f the City requirements of the CITY,anclBdinging Codes, Land Development Code, and all other and use and code not City Code Section 19-7 (h) which states "Driveways withthat smooth concretesidewalks: leftCity natural�inlcolor so that t replaced with other materials, but must be replaced matches the existing and adjoining sidewalks." Page 1 of 2 The USER, prior to making any changes from the approved plans and/or method, must obtain written approval from the City of Atlantic Beach, Public Works Department, for said change. The USER shall, at the discretion of the CITY, be requested to submit as-built drawings showing the change within thirty(30) days after the day of completion. This permit shall inure to the benefit of, and be binding upon, the USER and their respective successors and assigns. USER shall meet the terms and conditions of this permit and to all of the applicable State and CITY laws and/or specifications, to include utilities locate requirements and use limitations/requirements of public rights-of--way and other public land. USER agrees that the CY underdthe terms thrs e USER froman employees shall be saved harmless by the Y of the work herein permit and that all of said liabilities are hereby assumed by the USER. DATED and SIGNED this '`' day of ,7YGy , 200Y By: P oopert er (to be signed in presence of the Notary) STATE OF FLORIDA COUNTY OF DUVAL On this " ' day of =�� , 2041, personally appeared before me, a Notary i (�kya.Q the property owner of Public in and for said County and State, Atlantic Beach, Florida, known to me to be the person(s) described in and who executed the foregoing instrument; who acknowledged to me that he or she executed the same freely and voluntarily and for the uses and purposes therein mentioned. "°8�;, MELISSA LIEBERMAN Not Public in for said County and State ;=o �, -• MY COMMISSION#FF055605 EXPIRES September 18,2017 CITY OF ATLANTIC BEACH, FLORIDA, a �Ft�• (407)32:2. 1 FloridallotaryService.com municipal corporation: Approved: Doug Layton, Public Works Director For Permits where city sidewalk is impacted, City Manager approval required: Nelson Van Liere, City Manager Page 2 of 2 S±:Ly,y» City of Atlantic Beach APPLICATION NUMBER at Building Department u (To be assigned by the Bu;,.4; ^nowirment.) r ` 800 Seminole Roadtil► ifl /J Atlantic Beach, Florida 32233-5445 7 Phone(904)247-5826 • Fax(904)247-5845 E-mail: building-dept@coab.us Date routed: City web-site: http://wmw.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: tBuilding artment review required Yes N�QApplicant: f 1_J/r. `5 ning &Zoning — Tree Administrator Project: t j/ ublic Wor P is Utiliti _ Public Safety Fire Services Review fee $_ � J Dept Signature Other Agency Review or Permit Required Review or Receipt Da of Permit Verified By Florida Dept. of Environmental Protection kv Florida Dept.of Transportation St.Johns River Water Management District Iq I Army Corps of Engineers 4���¢ Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: �J APPLICATION STATUS Reviewing Department First Review: QApproved. Denied. (Circle one.) Comments: BUILDING �J PLANNING &ZONING Reviewed by: l/ Date:�� I TREE ADMIN. Second Review: Approved as revised. ❑Denied. PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: ❑Approved as revised. ❑Denied. Comments: I I Reviewed by: Date: ......—.. __._--- _...... _ —... .....�. Revised 05/14/09 Cit of Atlantic Beach _ FFDate PLICATION NUMBER y � � � gned by the Building Department.) Building Department sJ 800 Seminole Road y Atlantic Beach, Florida 32233-5445 AU6 0 6Qi�. Phone (904)247-5826 • Fax(904)247-5845 ed: E-mail: building-dept@coab.us City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: /(DQ eH Department review required Yes No Building �,� Planning &Zoning Applicant: TreAdministrator VLA �A� V s ublicWor Project: P is Utili ie Public Safety Fire Services Review fee $_ Dept Signature __. -- - Review or Receipt Date Other Agency Review or Permit Required of Permit Verified By Florida Dept. of Environmental Protection Florida Dept. of Transportation St.Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: Approved. ❑ Denied. (Circle one.) Comments: (( BUILDING PLANNING &ZONING Reviewed by: Date: TREE ADMIN. Second Review: [—]Approved as revised. ❑Denied. ICPWOR S Comments: B U ITI Reviewed by: Date: PUBLIC SAFE FIRE SERVICES Third Review: ❑Approved as revised. ❑Denied. Comments: Reviewed by: Date: Revised 05/14/09 v cn m A Ori N A U N Z N N m U v v v v v m a o r m V) G /1 O 4 m c Z z ZZ C7 N �' o O n Fes{ J N VV N O O W V N n 0 < N N Z m �+ v tj J O IT1 n Fy m m f f f D z d IO N v P O Z m ATTIC (A � o > o Q EACI� D x a r RI jrE �� •7a 01 HSNI O �m� M. 7• m� m �r Ym IE '^ m m F Lr)LOZ ^ M 6 y r'C5 N nC � O w IIN 03 oo O > O m ro �`/ ..•,t8 o` g���'OTp o wpm m� IN zr'U c0 'sem qC, r f "fl S N m l,zz `D n Z d j ?< QAyyd�� `�O3ObyS�X' �b2 0� Ln S °Do I . Ul � rS 4' 'S� CITY OF ATLANTIC BEACH s 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5814 Application Number . . . . . 14-00001245 Date 9/12/14 Property Address . . . . . . 1601 ATLANTIC BEACH DR Tenant nbr, name . . . . . . 4342 HEATED 661 NOT Application type description SINGLE FAMILY RESIDENCE Property Zoning . . . . . . . RES SF DISTRICT Application valuation . . . . 520985 ------------------------------- -------------- ---------------------------- Application desc NEW HOME -------------------------------------------------------------------------- Owner Contractor ------------------------ ------------------------ TOLL FL VI LIMITED PARTNERSHIP TOLL BROS. , INC 160 CAPOE MAY AVE 250 GIBRALTAR RD PONTE VEDRA FL 32081 HORSHAM PA 19044 (904) 386-6472 --- Structure Information 000 000 NEW HOME Construction Type . . . . . TYPE 5-B Occupancy Type . . . . . . RESIDENTIAL Flood Zone . . . . . . . . ZONE X -------------------------------------------- --------------------------- Permit . . . . . . PLUMBING PERMIT Additional desc INSTALL 26 FIXTURES Sub Contractor DON HARRIS PLUMBING CO _ INC. Permit Fee . . . . 237 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 3/11/15 --------------------------------------------------------------------------- Special Notes and Comments Avoid damage to underground water/sewer utilities . Verify vertical and horizontal location of utilities . Hand dig if necessary. Ensure all meter boxes, sewer cleanouts and valve covers are set to grade and visible. A sewer cleanout must be installed at the p : -)perty line. Cleanout must be covered with an RT1 concre '-e box with metal lid. Cleanout to be set to grade and visible . The existing infrastructure is owned and maintained by ABCC/Atlantic Beach Partners until accepted for such by the City. Coordinate with Doug Maier for util .ty locates at 904-759-1395 or email dougmaier@comcast .net . Full right-of-way restoration, including sod, is required. Roll off container company must be on City 'rgproved list and container cannot be placed on City Right-of-Way. (Approved: Advanced Disposal, Realco, Shappelle ' s and Waste Management . ) PERMIT ISFtki1iONtW(M DM AC@104uWA(Ah AND THE FLORIDA BUILDING CODES. CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ±a _ ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5814 JF31t Page 2 Application Number . . . . . 14-00001245 Date 9/12/14 ---------------------------------------------------------------------------- Special Notes and Comments approved prior to beginning any earth disturbing activities . Contact Public Works (247-5834) for Erosion and Sediment Control Inspection prior to start of construction. 2010 FLORIDA BUILDING CODE, 2008 NATIONAL ELECTRIC CODE A sewer cleanout must be installed at the property line . Cleanout must be covered with an RT1 concrete box with metal lid. Cleanout to be set to grade and visible . *SUBMIT "CERTIFICATE OF COMPLIANCE" BY A LICENSED PEST CONTROL COMPANY PRIOR TO C.O. WINDOW AND DOOR INSPECTION: *INSTALLATION INSTUCTIONS REQUIRED *ALL STICKERS ARE TO REMAIN ON THE WINDOWS *PROVIDE ACCESS TO ALL WINDOWS TO INSPECT FASTENERS ---------------------------------------------------------------------------- Other Fees . . . . . . . . . STATE PLBG DCA SURCHARGE 3 . 56 STATE PLBG DBPR SURCHARGE 3 . 56 ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 237 . 00 237 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Other Fee Total 7 . 12 7 . 12 . 00 . 00 Grand Total 244 . 12 244 . 12 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. PLUMBING PERMIT APPLICATION CITY OF ATLANTIC BEACH 800 Seminole Rd Atlantic Beach, FL 32233 Ph(904) 247--5826 Fax (904)247-5845TOB ADDRESS: AlPdl �C�? � 2A PERMIT NEW OR REPLACEMENT INSTALLATION: Project Value$ //, te=rm TYPE OF FIXTURE —QTY� TYPE OF FIXTURE QTY Bathtub Septic Tank&Pit Clothes Washer i Shower Dishwasher Z Shower Pan �- Drinking Fountain Slop Sink Floor Drain Three Compartment Sink Floor Sink Toilet Hose Bibs 2. Urinal Kitchen Sink Vacuum Breakers Laundry Tray Water Connected Appliances —� Lavatory _ Water Heater Other Fixtures Water Treating System RE-PIPE: TYPE OF FIXTURE QTY TYPE OF FIXTURE QTY Bathtub Septic Tank&Pit Clothes Washer Shower Dishwasher Shower Pan Drinking Fountain Slop Sink Floor Drain Three Compartment Sink Floor Sink Toilet Hose Bibs Urinal Kitchen Sink Vacuum Breakers Laundry Tray Water Connected Appliances Lavatory Water Heater Other Fixtures Water Treating System MISCELLANEOUS: ❑ Sewer Replacement ❑ Back Flow Preventer ❑ Grease Interceptor(Trap) gallons(Requires 3 sets of plans) ❑ Lawn Sprinkler System-Number of Heads ❑ Well **SJR WD Well Completion Form. Completed form to be submitted to the Building Department for final inspection.** ❑ Other Permit becomes void if work does not commence within a six month period or work is suspended or abandoned for six months.I hereby certify that I have read this application and know the same to be true and correct. All provisions of laws and ordinances governing this work will be complied with whether specified or not. The permit does not give authori jto/viola a the provisi ns of any other state or local law regulation construction or the performance of construction. Property Owners Name ©// /�f� Phone Number Plumbing Company Don Hams Plumbing Co., Inc. Office Phone 79_0m) Faxm--23ff Co. Address: © � ��1� City_0641-1Stag Zi License Holder(Print): State Certification/Registration# qrx -T dL Notarized Signature of License Holder _ KIM BUTLER Sworn and sub efore e s day of 201Y,. Commission#FF 030749 ' '€ Expires October 25,2017 Signature of Notary Public � ... Bonded Tluu Troy Fain Imuran B0OM4019 CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD j ATLANTIC BEACH, FL 32233 MECHANICAL GAS PIPE PEFECTION PHONE LINE 247-5814 »i r ALL BY 4PM FOR NEXT DAY INSPECTION: 247-5814 )OB INFORMA Job - - Job Type: MECHANICAL GAS PIPING Description: PREFAB FIREPLACE Estimated Value: Issue Date: 9/25/2014 Expiration Date: 3/24/2015 PROPERTY ADDRESS: Address: 1601 ATLANTIC BEACH DR RE Number: - PROPERTY OWNER: Name: TOLL FL VI LIMITED PARTNERSHIP, Address: 160 CAPOE MAY AVE FEES: Furnaces and Heating $20.00 State Mech DBPR Surcharge $2.00 State Mech DCA Surcharge $2.00 Trade Permit Base Fee $55.00 Total Payments: $79.00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. MECHANICAL PERMIT APPLICATION CITY OF ATLANTIC BEACH 800 Seminole Rd Atlantic Beach, FL 32233 Ph(904) 247-5826 Fax (904) 247-5845 2 ([� 2 -J PERMIT JOB Al)RESS: PROJECT VALUE $ � I'1 ()D ARI# REQUIRED Air Handling Equipment Only Air Handling Unit & Condenser Condenser Only NEW AIR CONDITIONING & HEATING SYSTEM INSTALLATION Air Conditioning: Unit Quantity Tons Per Unit Seer Rating Heat: Unit Quantity BTU's Per Unit gREQUIRED Duct Systems: Total CFM REPLACEMENT AIR CONDITIONING & HEATING SYSTEM INSTALLATION Air Conditioning: Unit Quantity Tons Per Unit Seer Rating Heat: Unit Quantity BTU's Per Unit gREQUIRED Duct Systems: Total CFM FIRE PREVENTION wires 3 sets of plans) Fire Sprinkler System Quantity (Requires 3 sets of plans) Fire Standpipe Quantity (Requires 3 sets of plans) Underground Fire Main Value (Requires Fire Hose Cabinets Quantity (Requires 3 sets of plans) Commercial Hoods Quantity (Requires 3 sets of plans) Fire Suppression Systems Quantity (Requires 3 sets of plans) FIRE PLACES MISCELLANEOUS: Prefabricated Fireplace Qty—/ Automobile Lifts Gas Piping Outlets Boilers BTU's Elevators/Escalators ALL OTHER GAS PIPING Heat Exchanger Quantity of Outlets Pumps #Vented Wall Furnaces Refrigerator Condenser BTU's # Water Heaters Solar Collection Systems Tanks (gallons) Wells OTHER: Permit becomes void if work does not commence within a six month period or work is suspended or abandoned for six months.I hereby certify that I have read this application and know the same to be true and correct. All provisions of laws and ordinances governing this work will be complied with whether specified or not. The permit does not give authority to viol to the provisions of any other state or local law regulation construction or the performance construction.7� Property Owners Name �n/! � Phone /N//um//berc 9�f/ 7 l Office Phonoy-m Yi ax 2ks,-kso Mechanical Company. City State Zip Co. Address: /1 License Holder(Print): MW7AIT'/U57–A/ State Certification/Registration Notarized Signature of License Holder f / efore me this day f 20 7 ; ,.Y• ' JESSICA A WALSH MY COMMISSION#EE876172 Signature of Notary Public EXPIRES April 13,2017 �ap7 3p9 0153 FlorkWNo*rySerAm.com fs, CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 MECHANICAL GAS PIPE PEIIMbfiECTION PHONE LINE 247-5814 i ALL BY 4PM FOR NEXT DAY INSPECTION: 247-5814 ]OB INFORMATION: Job - Job Type: MECHANICAL GAS PIPING Description: 5 OUTLETS Estimated Value: Issue Date: 10/13/2014 Expiration Date: 4/11/2015 PROPERTY ADDRESS: Address: 1601 ATLANTIC BEACH DR RE Number: - PROPERTY OWNER: Name: TOLL FL VI LIMITED PARTNERSHIP, Address: 160 CAPOE MAY AVE GENERAL CONTRACTOR INFORMATION: Name: FIRST QUALITY GAS, INC. Address: Phone: - - FEES: Gas Pipe Outlets $42.00 State Mech DBPR Surcharge $2.00 State Mech DCA Surcharge $2.00 Trade Permit Base Fee $55.00 Total Payments: $101.00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. MECHANICAL PERMIT APPLICATION CITY OF ATLANTIC BEACH 800 Seminole Rd Atlantic Beach, FL 32233 l� r ZQ� Ph(904) 247-5826 Fax(904) 247-5845 JOB ADDRESS' ���� !�/(�/ C / � l�lZ PERMIT# PROJECT VALUE $ ARI# REQUIRED Air Handling Equipment Only Air Handling Unit & Condenser Condenser Only NEW AIR CONDITIONING & HEATING SYSTEM INSTALLATION Air Conditioning: Unit Quantity Tons Per Unit Heat: Unit Quantity BTU's Per Unit Seer Rating REQUIRED Duct Systems: Total CFM REPLACEMENT AIR CONDITIONING & HEATING SYSTEM INSTALLATION Air Conditioning: Unit Quantity Tons Per Unit Heat: Unit Quantity BTU's Per Unit Seer Rating REQUIRED Duct Systems: Total CFM FIRE PREVENTION Fire Sprinkler System Quantity (Requires 3 sets of plans) Fire Standpipe Quantity (Requires 3 sets of plans) Underground Fire Main Value (Requires 3 sets of plans) Fire Hose Cabinets Quantity (Requires 3 sets of plans) Commercial Hoods Quantity (Requires 3 sets of plans) Fire Suppression Systems Quantity (Requires 3 sets of plans) FIRE PLACES MISCELLANEOUS: Prefabricated Fireplace Qty Automobile Lifts Gas Piping Outlets Boilers BTU's Elevators/Escalators ALL OTHER GAS PIPING Heat Exchanger Quantity of Outlets — PumpsRefrigerator Condenser BTU's #Vented Wall Furnaces Sol Collection Systems #Water Heaters Tanks (gallons) Wells OTHER: Permit becomes void if work does not commence within a six month period or work is suspended or abandoned for six months.I hereby certify that I have read this application and know the same to be true and correct. All provisions of laws and ordinances governing this work will be complied with whether specified or not. The permit does not give authority to violate the provisions of any other state or local law regulation construction or the performance of construction. Property Owners Name 04-Le 0- Phone Number Mechanical Company �� ( 'a--+ — ja S Office Phone Fax Co. Address: Po ( to 303 City, —State l—�—/Zip.E�2 Z yJ/- License Holder(Print): /S ' �. �Z S ertification/Registration# Notarized Signature of License Ho Before me this day of 20 Signature of Notary Public moll brothers America's Luxury Home Builder' , ! FILE G :I October 29, 2014 Mr. Mike Jones City of Atlantic Beach 800 Seminole Road Atlantic Beach, FL 32233 Dear Mr. Jones: The dryer model that we will be installing for 1601 Atlantic Beach Drive is a Whirlpool model WGD8900BW. Per the manufacturer specifications of the dryer, with 1-90 degree elbow, we can vent 54' with a box/ louvered hood or 48' with an angled hood. The current metal ducting is less than the maximum manufacturer specified dryer ductwork run. I have included the manufacturer documentation. Thank you for your time. Sinc tev rten Division Vice President CGC1510225 New York Stock Exchange • Symbol TOL Florida North Division 160 Cape May Avenue, Ponte Vedra, FL 32081 • (904) 217-3852 •Fax(904)460-2683 tollbrothers.com N*t 7n wca o c. c��D s°rod 3w - w�+r Rc�oc, Determine vent path: INSTALL VENT SYSTEM ■ Select route that will provide straightest and most direct path outdoors. ■ Plan installation to use fewest number of elbows and turns. Install exhaust hood yam ■ When using elbows or making turns, allow as much room 12"min. as possible. 305 mm) ■ Bend vent gradually to avoid kinking. ■ Use as few 90°turns as possible. Determine vent length and elbows needed for best drying performance: -- ■ Use following Vent System Chart to determine type of vent 12"min. material and hood combinations acceptable to use. -(305 mm) NOTE: Do not use vent runs longer than those specified in Vent System Chart. Exhaust systems longer than those specified will: Install exhaust hood and use caulking compound to seal ■ Shorten life of dryer. exterior wall opening around exhaust hood. ■ Reduce performance, resulting in longer drying times Ci.and increased energy usage. Connect vent to exhaust hood The Vent System Charts provide venting requirements that will help achieve best drying performance. Whirlpool Vent System Chart ---- Number of Type Box/louvered Angled 90°elbows of vent hoods hoods 0 Rigid metal 64 ft.(20 m) 58 ft.(17.7 m) 1 Vent must fit over the exhaust hood. Secure vent to exhaust Rigid metal 54 ft. (16.5 m) 48 ft. (14.6 m) hood with 4" (102 mm)clamp. Run vent to dryer location using straightest path possible.Avoid 90°turns. Use clamps 2 Rigid metal 44 ft.(13.4 m) 38 ft. (11.6 m) to seal all joints. Do not use duct tape,screws,or other fastening devices that extend into interior of vent to secure vent, because they can catch lint. 3 Rigid metal 35 ft. (10.7 m) 29 ft. (8.8 m) CONNECT INLET HOSES 4 Rigid metal 27 ft. (8.2 m) 21 ft.(6.4 m) For non-steam models, skip to"Connect Vent." The dryer must be connected to the cold water faucet using the new inlet hoses. Do not use old hoses. Maytag Vent System Chart 1 . Turn cold water off, remove and Number of Type Box/louvered Angled replace rubber washer 90°elbows of vent hoods hoods 0 Rigid metal 100 ft. (30.5 m) 94 ft.(28.7 m) 4� 1 Rigid metal 90 ft. (27.4 m) 84 ft.(25.6 m) � 1 2 Rigid metal 80 ft.(24.4 m) 74 ft.(22.6 m) �� • 3 Rigid metal 71 ft. (21.6 m) 65 ft.(19.8 m) 4 Rigid metal 63 ft. (19.2 m) 57 ft.(17.4 m) Turn cold water faucet off and remove washer inlet hose. Check and see if rubber washer is in the"Y"connector. NOTE: Bottom exhaust installations have a 90°turn inside the Remove old rubber washer from inlet hose and replace with dryer.To determine maximum exhaust length, add one 90°turn new rubber washer provided. to the charts. ?®TEFLON is a registered trademark of E.I.Dupont De Nemours and Company. 12 r CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 r, INSPECTION PHONE LINE 247-5814 PLUMBING PERMIT MUST CALL BY 4PM FOR NEXT DAY INSPECTION: 247-5814 JOB INFORMATION: Job ID: 14-IRR-691 Job Type: IRRIGATION/SPRINKLER Description: IRRIGATION Estimated Value: Issue Date: 1/13/2015 Expiration Date: 7/12/2015 _ PROPERTY ADDRESS: Address: 1601 ATLANTIC BEACH DR RE Number: - PROPERTY OWNER: Name: TOLL FL VI LIMITED PARTNERSHIP, Address: 160 CAPOE MAY AVE GENERAL CONTRACTOR INFORMATION: Name: ALLSTAR IRRIGATION LLC Address: 15231 S LANDMARK CIR JOHN KENNETH HUNT Phone: FEES: State PLMG DBPR Surcharge $2.00 State PLMG DCA Surcharge $2.00 Trade Permit Base Fee $55.00 Total Payments: $59.00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. Buipding iDe panTmc-cu- _ APPLICATION NUMBED 800 Seminole Road o be assigned by the Building De • 9 Parimeni-) � Atlantic Beach, Florida 32233-5445 Phone(904)247-5826 • Fax(904)247-5845 // City web-site: http://www.coab.us ! � Date routed: APPUC�TO N REVOEW ANA DO TR CKON FORS ["Y'opert4s ��c co9re s;: o AZ Sell � ®emar m-a-nt rev6 reouired NoBfn lanninc Zoning ree .m;n1s ratoi Public Work Public Utilities Public Safety Fire Services--;.. . Review fee 'ePt S@gIlattare ----- CONTRACTOR EMA9 :r`.i.-'� 1� )I ss �.ONTRACTO APP ICATI0i`�9 STATUS ------------- Reviewing !Department First Revielnr: pproved ❑ -- Denier (Circle one.) �1va�aerlt�: BUILDING PLANNING &ZONING ,- by: v �f I z �2 TREE ADMIN. Reviewed ----_— Date: M Scc and Review: O.Approved as revised. Denied. — - _— - PUBLIC WORKS C:od-nments: PUBLIC UTILITIES PUBLIC SAFETY reviewed by: Date:_ FIRE SERVICES Third Revie=e;a,. QApproved as revised. Cornments. I,eviewed i v: -- -_— Date: !SED 092520.14 Florida Friendly Landscapes IRRIGATION COMPLIANCE CHS: ,;KLIST J 5r,'V4_' 9 2014 DATE A. PROVIDE PROJECT INFORMATION: ADDRESS /f l �/ a]�r`C U ' T/���iL �e4c1 �SI INSTA L, � � .._.._._� ��Cl��� NEW INSTALLATION CONTRACTOR — RESIDENTIAL, UPGRADE/REPLACE OFFICE CELL 76'� NON-RESIDENTIAL, �L 333 _3 FAX NEW INSTALLATION NON-RESIDENTIAL, EMAIL Q /1542,,.,r/'LL e C' Ac 1 C c) UPGRADUREPLACE B. CALCULATE MAXIMUM HIGH VOLUME IRRIGATION: HYOF 70NE shall mean an irrigation watering zone SQ FT in whit plant materials with similar water needs are TOTAL LOT AREA ' °r 0 grouped together. TOTAL IMPERVIOUS SURFACE AREA - 0 C) SQ FT HIGH VOLUME IRRIGATION shall mean an irrigation systen ''gat does not limit the delivery of water directEy to the root zone and which has a minimum SQ FT flow late;per emitter,of thirty (30) gallons per hour TOTAL PERVIOUS AREA/LANDSCAPE 70 17 (gph) or one-half (.5) gallons per minute (gpm) or greats (PER SECTION 24-181(b)Mid x 0.60 IRRkiATION ZONE shall mean the grouping together SQ FT of any pe of water emitter and irrigation equipment MAX HIGH VOLUME IRRIGATION operated simultaneously by the control of a timer and a single valve. C. PREPARE&ATTACH A HYDROZONE PLAN: ON A COPY OF THE SITE PLAN OR SURVEY(RESIDENTIAL APPLICANTS)OR A LANDSCAPE PLAN(NON-RESIDENTIAL APPLICANTS),INDICATE THE LOCATION OF THE FOLLOWING AND FILL IN APPROXIMATE COVERAGES BELOW.. (/41GH WATER USE HYDROZONE(S) [ALLAPPLICANTS] j o a O .;Q FT y/+�� %TLA High Water Use Hydrozones contain plants that require supplemental watering on a reg__.r basis throughout the year. These areas include turf and lawn grasses and are typically characterized by high visibility focal poin . of landscaping design where High Volume irrigation is used. High Water Use Zones shall be placed on a separate irrigation zone. - MODERATE WATER USE HYDROZONE(S) [NON-RESIDENTIAL ONLY] SQ FT %TLA Moderate Water Use Hydrozones contain plants that,once established,require irrigation every s.wo to three weeks in absence of rainfall or when they show visible stress such as wilted foliage or pale color. These are typically perennials.seasonal plants and flower beds. — LOW WATER USE HYDROZONE(S) [NON-RESIDENTIALON01 SQ FT %TLA Low Water Use Hydrozones contain plants that rarely require supplemental watering an -,:hat are drought tolerant during extreme dry periods,such as native shrubs and vegetation,established trees and ground covers,and wooded areas. JMOISTURE SENSOR(S) [A(L APPLICANTS] At least one(1)moisture sensor shall be located in each Irrigation Zone. EMITTERS [ALL APPLICANTS] Emitters shall be sized and spaced to avoid excessive overspray on to impervious surfaces. City ofAtlantic Beach • 800 Seminole Road - Atlantic Beach, ' arida 32233 (P)904.247.5800 • (F)904.247.5845 , www.coai FFL4CCO2.07.10 PLUMBING PERMIT APPLICATION CITY OF ATLANTIC BEACH 800 Seminole Rd Atlantic Beach, FL 32233 Ph(904) 247-5826 Fax(904)247-5845 JOB ADDRESS: /y 62-, r4i jr,V<- PERMIT# NEW OR REPLACEMENT INSTALLATION: Project Value$ J qoo•Do TYPE of FIXTURE QTY TYPE of FIXTURE QTY Bathtub Septic Tank&Pit Clothes Washer Shower Dishwasher Shower Pan Drinking Fountain Slop Sink Floor Drain Three Compartment Sink Floor Sink Toilet Hose Bibs Urinal Kitchen Sink Vacuum Breakers Laundry Tray Water Connected Appliances Lavatory Water Heater , Other Fixtures Water Treating System RE-PIPE: TYPE of FIXTURE QTY TYPE of FIXTURE QTY Bathtub Septic Tank&Pit Clothes Washer Shower Dishwasher Shower Pan Drinking Fountain Slop Sink Floor Drain Three Compartment Sink Floor Sink Toilet Hose Bibs Urinal Kitchen Sink Vacuum Breakers Laundry Tray Water Connected Appliances Lavatory Water Heater Other Fixtures Water Treating System MISCELLANEOUS: ❑ Sewer Replacement JQBack Flow Preventer ❑ Grease Interceptor(Trap) gallons(Requires 3 sets of plans) Lawn Sprinkler System-Number of Heads 3 1_ ❑ Well * SJRWD Well Completion Form. Completed form to be submitted to the Building Department for final inspection.** ❑ Other Permit becomes void if work does not commence within a six month period or work is suspended or abandoned for six months.I hereby certify that I have read this application and know the same to be true and correct. All provisions of laws and ordinances governing this work will be complied with whether specified or not. The permit does not give authority to violate the provisions of any other state or local law regulation construction or the performance of construction. Property Owners Name i1 %r;0-LJ'S ��n kc,��^` Phone Number Plumbing Company. tfi 1 bkC'r' c r,q a�a►n I.I,C Office Phone W1-7 a 7 Fax $3 • 10 34 Co. Address: ISX 5I La•*b wit'1 C­tc-\{ s City ingState ( Zip 3222-tO License Holder(Print): IAPS 4Au d State Certification/Registration# / —,)5-3 Notarized Signature of License Holder Before me this day of 20 Signature of Notary Public