Loading...
1795 MAYPORT RD A,B,C,D, SFAT 2015 t Js ° , CITY OF ATLANTIC BEACH } 800 SEMINOLE ROAD -� ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5814 J,319 SINGLE FAMILY ATTACHED MUST CALL BY 4PM FOR NEXT DAY INSPECTION: 247-5814 JOB INFORMATION: ]Ob ID: 14-SFAT-660 Job Type: SINGLE FAMILY ATTACHED DWELLING Description: 4 PLEX UNIT A Estimated Value: $128,000.00 Issue Date: 3/4/2015 Expiration Date: 8/31/2015 PROPERTY ADDRESS: Address: 1795 MAYPORT RD RE Number: 172056-0000 PROPERTY OWNER: Name: PRITCHETT, JAMES R & AMY E, Address: 301 3RD ST SUITE A GENERAL CONTRACTOR INFORMATION: Name: 201 MAYPORT CONSTRUCTION MANAGEMENT Address: 2768 STATE RD Al#701 Phone: 904-334-1202 PERMIT INFORMATION: FEES: ENG REV RESIDENTIAL BLD $100.00 BUILDING PERMIT FEE $564.00 PLAN CHECK FEES $282.00 STATE DBPR SURCHARGE $8.46 STATE DCA SURCHARGE $8.46 UTIL REV RESIDENTIAL BLDG $50.00 WATER CONNECT/TAP & METER $185.00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. Ile r �° , CITY OF ATLANTIC BEACH } 800 SEMINOLE ROAD C ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5814 Total ayments: $1,197.92 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. r SS CITY OF ATLANTIC BEACH j 800 SEMINOLE ROAD +� ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5814 SINGLE FAMILY ATTACHED MUST CALL BY 4PM FOR NEXT DAY INSPECTION: 247-5814 JOB INFORMATION: Job ID: 14-SFAT-645 Job Type: SINGLE FAMILY ATTACHED DWELLING Description: 4-PLEX UNIT B Estimated Value: $128,000.00 Issue Date: 3/4/2015 Expiration Date: 8/31/2015 PROPERTY ADDRESS: Address: 1795 MAYPORT RD RE Number: 172056-0000 PROPERTY OWNER: Name: PRITCHETT, JAMES R & AMY E, Address: 301 3RD ST SUITE A GENERAL CONTRACTOR INFORMATION: Name: 201 MAYPORT CONSTRUCTION MANAGEMENT Address: 2768 STATE RD Al#701 Phone: 904-334-1202 PERMIT INFORMATION: FEES: ENG REV RESIDENTIAL BLD $100.00 PLAN CHECK FEES $255.00 UTIL REV RESIDENTIAL BLDG $50.00 BUILDING PERMIT FEE $510.00 STATE DCA SURCHARGE $8.46 SEWER SDC-SYSTEM DEV CHG $4,050.00 STATE DBPR SURCHARGE $8.46 [f2MfT`I '4I�I1l �bQOVCTNT�QCDRD:IVC `1�1PF( ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. S T. , CITY OF ATLANTIC BEACH r, 800 SEMINOLE ROAD j ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5814 N f JJtl�r' WATER SDC-SYSTEM DEV CHG $1,140.00 WATER CONNECT/TAP & METER $185.00 Total Payments: $6,356.92 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5814 —61119 , SINGLE FAMILY ATTACHED MUST CALL BY 4PM FOR NEXT DAY INSPECTION: 247-5814 JOB INFORMATION: Job ID: 14-SFAT-661 Sob Type: SINGLE FAMILY ATTACHED DWELLING Description: 4 PLEX UNIT C Estimated Value: $128,000.00 Issue Date: 3/4/2015 Expiration Date: 8/31/2015 PROPERTY ADDRESS: Address: 1795 MAYPORT RD RE Number: 172056-0000 PROPERTY OWNER: Name: PRITCHETT, JAMES R &AMY E, Address: 301 3RD ST SUITE A GENERAL CONTRACTOR INFORMATION: Name: 201 MAYPORT CONSTRUCTION MANAGEMENT Address: 2768 STATE RD Al#701 Phone: 904-334-1202 PERMIT INFORMATION: FEES: ENG REV RESIDENTIAL BLD $100.00 PLAN CHECK FEES $255.00 UTIL REV RESIDENTIAL BLDG $50.00 BUILDING PERMIT FEE $510.00 STATE DCA SURCHARGE $8.46 SEWER SDC-SYSTEM DEV CHG $4,050.00 STATE DBPR SURCHARGE $8.46 `M]1?IT`[S'AP'pRgE'[lr gQCY &W6R&NCk Va1TALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. % J\all `� CITY OF ATLANTIC BEACH J 800 SEMINOLE ROAD r� !J ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5814 WATER CROSS CONNECTION $50.00 WATER SDC-SYSTEM DEV CHG $1,140.00 Total Payments: $6,356.92 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5814 ��JIfS�r SINGLE FAMILY ATTACHED MUST CALL BY 4PM FOR NEXT DAY INSPECTION: 247-5814 JOB INFORMATION: Job ID: 14-SFAT-644 Job Type: SINGLE FAMILY ATTACHED DWELLING Description: 4 plex single family attached UNIT D Estimated Value: $128,000.00 Issue Date: 3/4/2015 Expiration Date: 8/31/2015 PROPERTY ADDRESS: Address: 1795 MAYPORT RD RE Number: 172056-0000 PROPERTY OWNER: Name: PRITCHETT, JAMES R &AMY E, Address: 301 3RD ST SUITE A GENERAL CONTRACTOR INFORMATION: Name: 201 MAYPORT CONSTRUCTION MANAGEMENT Address: 2768 STATE RD A1A#701 Phone: 904-334-1202 PERMIT INFORMATION: PUBLIC WORKS: If on-site storage is required, a post construction topographic survey documenting proper construction will be required. Any utility cuts in the road must be repaired using CO1 Standard Detail Case X and must be overlaid 10 feet in each direction from the center of the cut. Repair must be shown on the plans. 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 Recycling, Republic Services and Shapell's.) Full erosion control measures must be installed and approved prior to beginning any earth disturbing activities. Contact Public Works (247-5834) for Erosion and Sediment Control Inspection prior to start of construction. Excess storage is being provided, because no credit taken for previous impervious storage. PERMIT IS APPROVED /VVI V IN ACCORDANCE WITH All CITY OF ATLANTIC REACH ORDINANCES AND THE FLORIDA BUILDING CODES. s . CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD J ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5814 ENG REV RESIDENTIAL BLD $100.00 PLAN CHECK FEES $255.00 UTIL REV RESIDENTIAL BLDG $50.00 BUILDING PERMIT FEE $510.00 STATE DCA SURCHARGE $8.46 SEWER SDC—SYSTEM DEV CHG $4,050.00 STATE DBPR SURCHARGE $8.46 WATER CONNECT/TAP & METER $185.00 WATER CROSS CONNECTION $50.00 WATER SDC—SYSTEM DEV CHG $1,140.00 Total Payments: $6,356.92 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. FORM 405-10 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name. QUADPLEX-UNITA Builder Name: BEACHES HABITAT Street: 1795 MAYPORT RD Permit Office: DUVAL COUNTY City,State,Zip: ATLANTIC BEACH, FL,32233- Permit Number: Owner: Jurisdiction: 261300 Design Location: FL,Jacksonville 1. New construction or existing New(From Plans) 9. Wall Types(1637.3 sqft.) Insulation Area 2. Single family or multiple family Multi-family a. Frame-Wood,Exterior R=19.0 1138.70 ft' b. Frame-Wood,Common R=19.0 498.67 ft' 3. Number of units, if multiple family 1 c. N/A R= ft' 4. Number of Bedrooms 3 d. N/A R= ft' 5. Is this a worst case? No 10.Ceiling Types (605.0 sqft.) Insulation Area a.Under Attic(Vented) R=30.0 605.00 ft 6. Conditioned floor area above grade(ft') 1170 b. N/A R= ft' Conditioned floor area below grade(ft') 0 c. N/A R= ft' 11. Ducts R ft' 7. Windows(130.1 sqft.) Description Area a.Sup:Attic, Ret:Attic,AH:2nd Floor 6 142 a. U-Factor: Dbl,U=0.30 130.11 ft' SHGC: SHGC=0.30 b. U-Factor: N/A ft' 12.Cooling systems kBtu/hr Efficiency SHGC: a.Central Unit 24.0 SEER:15.00 c. U-Factor: N/A ft' SHGC: 13. Heating systems kBtu/hr Efficiency d. U-Factor: N/A ft' a. Electric Heat Pump 24.0 HSPF:8.00 SHGC: Area Weighted Average Overhang Depth: 3.338 ft. Area Weighted Average SHGC: 0.300 14. Hot water systems 8. Floor Types (605.0 sqft.) Insulation Area a. Electric Cap:50 gallons EF:4.500 a.Slab-On-Grade Edge Insulation R=0.0 565.00 ft' b. Conservation features b.Raised Floor R=0.0 40.00 ft' None c. N/A R= ft' 15.Credits None Glass/Floor Area: 0.111 Total Proposed Modified Loads: 16.43 PASS Total Standard Reference Loads: 29.71 1 hereby certify that the plans and specifications covered by Review of the plans and 4�HE ST,gl this calculation are in compliance with the Florida Energy specifications covered by this Code. calculation indicates compliance with the Florida Energy Code. J FERNANDEZ Q , PREPARED BY: _ Before construction is completed DATE: this building will be inspected for O E, I compliance with Section 553.908 . I hereby certify that this building, ompliance Florida Statutes. ♦�, - �� with the Florida Energy C MoD WIE c4J OWNER/AGENT:_____ _ BUILDING OFFICIAL: DATE: �3 '�� t DATE: - Compliance requires completion of a Florida Air Barrier and Insulation Inspection Checklist 12/11/2014 9:31 AM EnergyGauge®USA-FlaRes2010 Section 405.4.1 Compliant Software Page 1 of 5 PROJECT Title: QUADPLEX-UNITA Bedrooms: 3 Address Type: Street Address Building Type: User Conditioned Area: 1170 Lot# Owner: Total Stories: 2 Block/SubDivision: County Seat #of Units: 1 Worst Case: No PlatBook: Book 108-n, page 345 Builder Name: BEACHES HABITAT Rotate Angle: 0 Street: 1795 MAYPORT RD Permit Office: DUVAL COUNTY Cross Ventilation: No County: DUVAL Jurisdiction: 261300 Whole House Fan: No City,State,Zip: ATLANTIC BEACH , Family Type: Multi-family FL, 32233- New/Existing: New(From Plans) Comment: CLIMATE IECC Design Temp Int Design Temp Heating Design Daily Temp Design Location TMY Site Zone 97.5% 2.5% Winter Summer Degree Days Moisture Range FL,Jacksonville FL–JACKSONVILLE–INT 2 32 93 70 75 1281 49 Medium BLOCKS Number Name Area Volume 1 Block1 1170 9360 SPACES Number Name Area Volume Kitchen Occupants Bedrooms InfilID Finished Cooled Heated 1 1st Floor 565 4520 Yes 0 1 1 No Yes Yes 2 2nd Floor 605 4840 No 4 2 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 126 ft 0 565 ft' — 0 0 1 2 Raised Floor 2nd Floor ---- ---- 40 ft2 0 0 0 1 ROOF / Roof Gable Roof Solar SA Emitt Emitt Deck Pitch V # Type Materials Area Area Color Absor. Tested Tested Insul. (deg) 1 Hip Metal 655 ft' 0 fts Medium 0.98 No 0.9 No 0 22.6 ATTIC V # Type Ventilation Vent Ratio(1 in) Area RBS IRCC 1 Full attic Vented 150 605 ft' N N 12/11/2014 9:31 AM EnergyGauge®USA-FlaRes2010 Section 405.4.1 Compliant Software Page 2 of 5 CEILING # Ceiling Type Space R-Value Area Framing Frac Truss Type 1 Under Attic(Vented) 2nd Floor 30 605 ft' 0.11 Wood WALLS Adjacent S ace Cavity Width Height Sheathing Framing Solar Below # Ornt To Wall Tyype p R-Value Ft In Ft In Area R-Value Fraction Absor. Grade% 1 N Exterior Frame-Wood 1st Floor 19 20 0 8 0 160.0 ft2 0 0.125 0.7 0 2 E Exterior Frame-Wood 1st Floor 19 31 2 8 0 249.3 ft' 0 0.125 0.7 0 3 S Exterior Frame-Wood 1st Floor 19 20 0 8 0 160.0 ft' 0 0.125 0.7 0 4 W Neighbor Frame-Wood 1 st Floor 19 31 2 8 0 249.3 ft2 0 0.125 0.7 0 5 N Exterior Frame-Wood 2nd Floor 19 20 0 8 0 160.0 ft' 0 0.125 0.7 0 6 E Exterior Frame-Wood 2nd Floor 19 31 2 8 0 249.3 ft' 0 0.125 0.7 0 7 S Exterior Frame-Wood 2nd Floor 19 20 0 8 0 160.0 ft' 0 0.125 0.7 0 8 W Neighbor Frame-Wood 2nd Floor 19 31 2 8 0 249.3 ft' 0 0.125 0.7 0 DOORS # Ornt Door Type Space Storms U-Value Width Height Area Ft In Ft In 1 N Insulated 1st Floor None .46 3 8 24 ft' 2 S Insulated 1st Floor None .46 3 8 24 ft' WINDOWS Orientation shown is the entered,Proposed orientation. V/ Wall Overhang # Omt ID Frame Panes NFRC U-Factor SHGC Area Depth Separation Int Shade Screening 1 N 1 Vinyl Double(Clear) Yes 0.3 0.3 27.6 ft2 6 ft 0 in 1 ft 0 in None None 2 E 2 Vinyl Double(Clear) Yes 0.3 0.3 10.3 ft' 1 ft 0 in 1 ft 0 in None None 3 E 2 Vinyl Double(Clear) Yes 0.3 0.3 6.0 ft2 1 ft 0 in 1 ft 0 in None None 4 S 3 Vinyl Double(Clear) Yes 0.3 0.3 4.0 ft2 8 ft 2 in 1 ft 0 in None None 5 N 5 Vinyl Double(Clear) Yes 0.3 0.3 27.6 ft2 6 ft 0 in 1 ft 0 in None None 6 E 6 Vinyl Double(Clear) Yes 0.3 0.3 10.3 ft2 1 ft 0 in 1 ft 0 in None None 7 E 6 Vinyl Double(Clear) Yes 0.3 0.3 13.3 ft2 1 ft 0 in 1 ft 0 in None None 8 S 7 Vinyl Double(Clear) Yes 0.3 0.3 15.5 ft2 1 ft 0 in 1 ft 0 in None None 9 S 7 Vinyl Double(Clear) Yes 0.3 0.3 15.5 ft2 1 ft 0 in 1 ft 0 in None None INFILTRATION # Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 1 Wholehouse Best Guess .0005 1534.5 84.24 158.43 .474 9.8363 12/11/2014 9:31 AM EnergyGauge®USA-FlaRes2010 Section 405.4.1 Compliant Software Page 3 of 5 t • HEATING SYSTEM F # System Type Subtype Efficiency Capacity Block Ducts 1 Electric Heat Pump None HSPF:8 24 kBtu/hr 1 sys#1 COOLING SYSTEM # System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 Central Unit None SEER:15 24 kBtu/hr 720 cfm 0.75 1 sys#1 HOT WATER SYSTEM # System Type SubType Location EF Cap Use SetPnt Conservation 1 Electric Heat Pump 1st Floor 4.5 50 gal 90 gal 120 deg None SOLAR HOT WATER SYSTEM FSEC Collector Storage Cert # Company Name System Model# Collector Model# Area Volume FEF None None ft2 DUCTS ----Supply---- ----Return---- Air CFM 25 CFM25 HVAC# # Location R-Value Area Location Area Leakage Type Handler TOT OUT QN RLF Heat Cool 1 Attic 6 142 ft' Attic 187 ft' Default Leakage 2nd Floor (Default) (Default) 1 1 TEMPERATURES Programable Thermostat:N Ceiling Fans: Cooling r]Jan Feb Mar XAr X]Ma X Jun [[X]Jul rxxi Au X]Se [[X]Oct X Nov Dec Heating ]Jan Feb JXXJ Mar tX�Apr lX]May IX Jun [X]Jul Aug lX]Sep [X]Oct lX�Nov 1XX j Dec Venting ]Jan [X Feb X Mar [X]]Apr [X]May [X Jun [[X]Jul Au [X]Se [[X]Oct [X Nov X Dec Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling(WD) AM 78 78 78 78 78 78 78 78 80 80 80 80 PM 80 80 80 80 78 78 78 78 78 78 78 78 Cooling(WEH) AM 78 78 78 78 78 78 78 78 80 80 80 80 PM 80 80 80 80 78 78 78 78 78 78 78 78 Heating(WD) AM 65 65 65 65 65 65 65 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 68 68 Heating(WEH) AM 65 65 65 65 65 65 65 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 68 68 12/11/2014 9:31 AM EnergyGauge(D USA-FlaRes2010 Section 405.4.1 Compliant Software Page 4 of 5 FORM 405-10 Florida Code Compliance Checklist Florida Department of Business and Professional Regulations Residential Whole Building Performance Method ADDRESS: 1795 MAYPORT RD PERMIT#: ATLANTIC BEACH, FL, 32233- MANDATORY REQUIREMENTS SUMMARY -See individual code sections for full details. COMPONENT SECTION SUMMARY OF REQUIREMENT(S) 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: X gasketed doors & outdoor combustion air. Must complete envelope 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 X 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 X 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 X (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 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 X variable capacity system. Electric heat>10kW must be divided into two or more stages. Ceilings/knee walls 405.2.1 R-19 space permitting. 12/11/2014 9:31 AM EnergyGauge®USA-FlaRes2010 Section 405.4.1 Compliant Software Page 5 of 5 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 55 The lower the EnergyPerformance Index, the more efficient the home. 1795 MAYPORT RD, ATLANTIC BEACH, FL, 32233- 1. New construction or existing New(From Plans) 9. Wall Types Insulation Area 2. Single family or multiple family Multi-family a. Frame-Wood,Exterior R=19.0 1138.70 ft2 b. Frame-Wood,Common R=19.0 498.67 ft2 3. Number of units,if multiple family 1 c. N/A R= ft2 4. Number of Bedrooms 3 d. N/A R= ft2 10.Ceiling Types Insulation Area 5. Is this a worst case? No a. Under Attic(Vented) R=30.0 605.00 ft2 6. Conditioned floor area(ft2) 1170 b. N/A R= ft2 c. N/A R= ft2 7. Windows" Description Area 2 a. U-Factor: Dbl,U=0.30 130.11 ft2 11. Ducts R ft a.Sup:Attic, Ret:Attic,AH:2nd Floor 6 142 SHGC: SHGC=0.30 b. U-Factor: N/A ft2 SHGC: 12.Cooling systems kBtu/hr Efficiency c. U-Factor: N/A ft2 a.Central Unit 24.0 SEER:15.00 SHGC: d. U-Factor: N/A ft2 13. Heating systems kBtu/hr Efficiency SHGC: a. Electric Heat Pump 24.0 HSPF:8.00 Area Weighted Average Overhang Depth: 3.338 ft. Area Weighted Average SHGC: 0.300 8. Floor Types Insulation Area 14. Hot water systems Cap: 50 gallons a.Slab-On-Grade Edge Insulation R=0.0 565.00 ft2 a. Electric EF:4.5 b.Raised Floor R=0.0 40.00 ft2 c. N/A R= ft2 b. Conservation features None 15.Credits None I certify that this home has complied with the Florida Energy Efficiency Code for Building O�.11iE Sr4 Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Code compliant features. Builder Signature: Date: c * � c Address of New Home: City/FL Zip: f�1• - �5�. C01)WE f�O "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. EnergyGauge®USA-FlaRes2010 Section 405.4.1 Compliant Software TABLE 402.4.2 AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA Project Name: QUADPLEX-UNITA Builder Name: BEACHES HABITAT Street: 1795 MAYPORT RD Permit Office: DUVAL COUNTY City,State,Zip: ATLANTIC BEACH ,FL,32233- Permit Number: Owner: Jurisdiction: 261300 Design Location: FL,Jacksonville COMPONENT CRITERIA CHECK Air barrier and thermal barrier Exterior thermal envelope insulation for framed walls is installed in 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/door jambs 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 air tight, 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 drywall. Fireplace Fireplace walls include an air barrier. EnergyGauge®USA-FlaRes2010 Section 405.4.1 Compliant Software ++ wrightsoft Project Summary Job: QUADPLEX-OUTSIDE UNI... Date: 12/2014 Entire House By: JLF FLORIDA AIR SERVICE & ENGINEERING 150 HILDEN RD 308,PONTE VEDRE,FL 32081 Phone:904-823-9696 Email:FAE@ENGINEER.COM Web:WWW.NORTHFLORIDAAIR.COM Project Information For: QUADPLEX-OUTSIDE UNIT-A, BEACHES HABITAT 1795 MAYPORT RD, ATLANTIC BEACH, FL 32233 Notes: Design Information Weather: Jacksonville Mayport Naval, FL, US Winter Design Conditions Summer Design Conditions Outside db 39 OF Outside db 92 OF Inside db 70 OF Inside db 75 OF Design TD 31 OF Design TD 17 OF Daily range L Relative humidity 50 % Moisture difference 58 gr/Ib Heating Summary Sensible Cooling Equipment Load Sizing Structure 19348 Btuh Structure 14986 Btuh Ducts 2587 Btuh Ducts 3086 Btuh Central vent(0 cfm) 0 Btuh Central vent(0 cfm) 0 Btuh Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 21935 Btuh Use manufacturer's data y Rate/swing multiplier 1.00 Infiltration Equipment sensible load 18073 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 1 (Average) Structure 1596 Btuh Ducts 829 Btuh Heating Cooling Central vent(0 cfm) 0 Btuh Area(ft2) 1170 1170 Equipment latent load 2425 Btuh Volume (ft') 10530 10530 Air changes/hour 0.56 0.23 Equipment total load 20498 Btuh Equiv.AVF (cfm) 99 40 Req. total capacity at 0.78 SHR 1.9 ton Heating Equipment Summary Cooling Equipment Summary Make CARRIER Make CARRIER Trade 2.0 TON Trade 2.0 TON Model 25HBC524 Cond 25HBC524 AHRI ref 3645571 Coil FX4DNF025 AHRI ref 3645571 Efficiency 0.8 HSPF Efficiency 15 SEER Heating Input Sensible cooling 18720 Btuh Heating output 24000 Btuh @ 47°F Latent cooling 5280 Btuh Temperature rise 27 OF Total cooling 24000 Btuh Actual air flow 800 cfm Actual air flow 800 cfm Air flow factor 0.036 cfm/Btuh Air flow factor 0.044 cfm/Btuh Static pressure 0.50 in H2O Static pressure 0.50 in H2O Space thermostat Load sensible heat ratio 0.88 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2014-Dec-09 08:20:22 � Wfl ltSOC Right-Suite®Universal 2013 13.0.09 RSU13554 Pagel ghtsoft HVAC\HABIJAX-QUAD-OUTSIDE UNIT-A-MJ.rup Calc=MJ8 Building Front faces: N Duct System Summary Job: QUADPLEX-OUTSIDE UNI... wrightsoft Date: 12/2014 Entire House By: JLF FLORIDA AIR SERVICE & ENGINEERING 150 HILDEN RD 308,POINTE VEDRE,FL 32081 Phone:904-823-9696 Email:FAE@ENGINEER.COM Web:WWW.NORTHFLORIDAAIR.COM Project • • For: QUADPLEX-OUTSIDE UNIT-A, BEACHES HABITAT 1795 MAYPORT RD,ATLANTIC BEACH, FL 32233 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 0.250/0.250 in H2O 0.250/0.250 in H2O Lowest friction rate 0.500 in/100ft 0.500 in/100ft Actual air flow 800 cfm 800 cfm Total effective length (TEL) 377 ft SupplyDetail Table 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 MECH h 542 28 10 0.500 4.0 Ox 0 VIFx 307.0 70.0 BATH2 h 818 42 30 0.500 4.0 Ox 0 VIFx 307.0 70.0 MBED h 3382 172 147 0.500 7.0 Ox 0 VIFx 307.0 70.0 BED3 h 2297 117 96 0.500 6.0 Ox 0 VIFx 307.0 70.0 KITCHEN h 2343 119 103 0.500 6.0 Ox 0 VIFx 307.0 70.0 BED2 h 2366 120 100 0.500 6.0 Ox 0 VIFx 307.0 70.0 GREAT c 2148 85 148 0.500 6.0 Ox 0 VIFx 307.0 70.0 GREAT-A c 2148 85 148 0.500 6.0 Ox 0 VIFx 307.0 70.0 BATH1 c 148 6 10 0.500 4.0 Ox 0 VIFx 307.0 70.0 MWIC h 530 27 7 0.500 4.0 Ox 0 VIFx 307.0 70.0 2014-Dec-11 09:35:25 wrightsoft Right-Suite®Universal 2013 13.0.09 RSU13554 Pmt /CCA ...ghlsoft HVAC\HABIJAX-QUAD-OUTSIDE UNIT-A-MD.rup Calc=MJ8 Building Front faces: N 7 A I n N 12 I - I x ! K , o mo ------------------- I Im c. n Iv i : I o i dpo� o�dp o T ID E °:Mc)= i nD-sirT W �' 'Ipo`� N � � r- rn o N I rW �fo y --------------------- � _ E x �� '! • ; II�/n� 10 1}n m V N II x I! i ! ------ ------- �� x lg� Do O S 1x� TV X Cm 1 O - I ^ 1[..l I", I D u,ITi co v M>M I ° �I K m 0 OPEN p NJ U o� -- N D OF • z� �I � X' ' a 1m �'P EN ,� j rN XM `G, icy nl➢ 'I m II - - X rn I iDi 1\� I • �I O A FORM 405-10 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: QUADPLEX-UNITB Builder Name: BEACHES HABITAT Street: 1795 MAYPORT RD Permit Office: DUVAL COUNTY City,State,Zip: ATLANTIC BEACH, FL,32233- Permit Number: 1 L E Owner: Jurisdiction: 264300 Design Location: FL,Jacksonville 1. New construction or existing New(From Plans) 9. Wall Types(1732.7 sqft.) Insulation Area 2. Single family or multiple family Multi-family a. Frame-Wood,Common R=19.0 997.33 ft' b. Frame-Wood, Exterior R=19.0 735.33 ft 3. Number of units,if multiple family 1 c. N/A R= ft2 4. Number of Bedrooms 3 d. N/A R= ft2 5. Is this a worst case? No 10.Ceiling Types (779.0 sqft.) Insulation Area a.Under Attic(Vented) R=30.0 779.00 ft2 6. Conditioned floor area above grade(ft2) 1332 b. N/A R= ft2 c. R= ft2 11. Duuctct Conditioned floor area below grade(ft2) 0 s R ft2 7. Windows(113.7 sqft.) Description Area a. Sup:Attic, Ret:Attic,AH:2nd Floor 6 142 a. U-Factor: Dbl,U=0.30 113.67 ft2 SHGC: SHGC=0.30 b. U-Factor: N/A ft' 12. Cooling systems kBtu/hr Efficiency SHGC: a.Central Unit 30.0 SEER:15.00 c. U-Factor: N/A ft2 SHGC: 13. Heating systems kBtu/hr Efficiency d. U-Factor: N/A ft2 a. Electric Heat Pump 30.0 HSPF:8.00 SHGC: Area Weighted Average Overhang Depth: 2.212 ft. Area Weighted Average SHGC: 0.300 14. Hot water systems a. Electric Cap:50 gallons 8. Floor Types (779.0 sqft.) Insulation Area EF:4.500 a.Slab-On-Grade Edge Insulation R=0.0 779.00 ft2 b. Conservation features b. N/A R= ft' None c. N/A R= ft' 15.Credits None Total Proposed Modified Loads: 15.59 Glass/Floor Area: 0.085 PASS Total Standard Reference Loads: 27.62 1 hereby certify that the plans and specifications covered by Review of the plans and OE-VIRE ST,gT" this calculation are in compliance with the Florida Energy specifications covered by this Code. calculation indicates compliance „ with the Florida Energy Code. J FERNANDEZ PREPARED BY: _ Before construction is completed -- DATE: this building will be inspected for c compliance with Section 553.908 , I hereby certify that this building, Florida Statutes. as designed, is in compliance with the Florida E ode. COD WE OWNER/AGE BUILDING OFFICIAL. DATE: DATE: - Compliance requires completion of a Florida Air Barrier and Insulation Inspection Checklist 12/11/2014 9:40 AM EnergyGauge®USA-FlaRes2010 Section 405.4.1 Compliant Software Page 1 of 5 PROJECT Title: QUADPLEX-UNITB Bedrooms: 3 Address Type: Street Address Building Type: User Conditioned Area: 1332 Lot# Owner: Total Stories: 2 Block/SubDivision: County Seat #of Units: 1 Worst Case: No PlatBook: Book 108-n,page 345 Builder Name: BEACHES HABITAT Rotate Angle: 0 Street: 1795 MAYPORT RD Permit Office: DUVAL COUNTY Cross Ventilation: No County: DUVAL Jurisdiction: 261300 Whole House Fan: No City,State,Zip: ATLANTIC BEACH, Family Type: Multi-family FL, 32233- New/Existing: New(From Plans) Comment: CLIMATE / IECC Design Temp Int Design Temp Heating Design Daily Temp Design Location TMY Site Zone 97.5% 2.5% Winter Summer Degree Days Moisture Range FL,Jacksonville FL—JACKSONVILLE—INT 2 32 93 70 75 1281 49 Medium BLOCKS Number Name Area Volume 1 Block1 1332 10656 SPACES Number Name Area Volume Kitchen Occupants Bedrooms InfilID Finished Cooled Heated 1 1st Floor 779 6232 Yes 0 1 1 No Yes Yes 2 2nd Floor 553 4424 No 4 2 1 Yes Yes Yes FLOORS # Floor Type Space Perimeter R-Value Area Tile Wood Carpet 1 Slab-On-Grade Edge Insulatio 1st Floor 126 ft 0 779 ftz ___- 0 0 1 ROOF / Roof Gable Roof Solar SA Emitt Emitt Deck Pitch V # Type Materials Area Area Color Absor. Tested Tested Insul. (deg) 1 Hip Metal 844 ft' 0 ftZ Medium 0.98 No 0.9 No 0 22.6 ATTIC V # Type Ventilation Vent Ratio(1 in) Area RBS IRCC 1 Full attic Vented 150 779 ft' N N CEILING # Ceiling Type Space R-Value Area Framing Frac Truss Type 1 Under Attic(Vented) 2nd Floor 30 779 ft' 0.11 Wood 12/11/2014 9:40 AM EnergyGauge®USA-FlaRes2010 Section 405.4.1 Compliant Software Page 2 of 5 WALLS / Adjacent Cavity Width Height Sheathing Framing Solar Below V # Ornt To- WallType - - ---Space R-Value Ft-- In Ft--In Area R-Value Fraction Absor. Grade% 1 N Exterior Frame-Wood 1 st Floor 19 16 6 8 0 132.0 ft' 0 0.125 0.7 0 2 E Neighbor Frame-Wood 1 st Floor 19 31 2 8 0 249.3 ft2 0 0.125 0.7 0 3 E Exterior Frame-Wood 1st Floor 19 17 0 8 0 136.0 ft2 0 0.125 0.7 0 4 S Exterior Frame-Wood 1st Floor 19 16 6 8 0 132.0 ft' 0 0.125 0.7 0 5 W Exterior Frame-Wood 1 st Floor 19 8 11 8 0 71.3 ft2 0 0.125 0.7 0 6 W Neighbor Frame-Wood 1st Floor 19 31 2 8 0 249.3 ft' 0 0.125 0.7 0 _ 7 N Exterior Frame-Wood 2nd Floor 19 16 6 8 0 132.0 ft2 0 0.125 0.7 0 8 E Neighbor Frame-Wood 2nd Floor 19 31 2 8 0 249.3 ft2 0 0.125 0.7 0 _ 9 S Exterior Frame-Wood 2nd Floor 19 16 6 8 0 132.0 ft2 0 0.125 0.7 0 10 W Neighbor Frame-Wood 2nd Floor 19 31 2 8 0 249.3 ft' 0 0.125 0.7 0 DOORS # Omt Door Type Space Storms U-Value Width Height Area Ft In Ft In 1 N Insulated 1st Floor None .46 3 8 24 ft' 2 S Insulated 1st Floor None .46 3 8 24 ft' WINDOWS Orientation shown is the entered,Proposed orientation. Wall Overhang v # Cimt ID Frame Panes NFRC U-Factor SHGC Area Depth Separation Int Shade Screening 1 N 1 Vinyl Double(Clear) Yes 0.3 0.3 27.6 ft' 6 ft 0 in 1 ft 0 in None None 2 S 4 Vinyl Double(Clear) Yes 0.3 0.3 31.0 ft' 1 ft 0 in 1 ft 0 in None None 3 N 7 Vinyl Double(Clear) Yes 0.3 0.3 27.6 ft' 1 ft 0 in 1 ft 0 in None None 4 S 9 Vinyl Double(Clear) Yes 0.3 0.3 27.6 ft' 1 ft 0 in 1 ft 0 in None None INFILTRATION # Scope Method SLA CFM 50 ELA Egt.A ACH ACH 50 1 Wholehouse Best Guess .0005 1746.9 95.9 180.36 .474 9.8363 HEATING SYSTEM # System Type Subtype Efficiency Capacity Block Ducts 1 Electric Heat Pump None HSPF:8 30 kBtu/hr 1 sys#1 COOLING SYSTEM # System Type Subtype Efficiency Capacity Air Flow SHR Block ]Ducts 1 Central Unit None SEER: 15 30 kBtu/hr 900 ckn 0.75 1 #1 12/11/2014 9:40 AM EnergyGauge@ USA-FlaRes2010 Section 405.4.1 Compliant Software Page 3 of 5 HOT WATER SYSTEM # System Type SubType Location EF Cap Use SetPnt Conservation 1 Electric Heat Pump 1st Floor 4.5 50 gal 90 gal 120 deg None SOLAR HOT WATER SYSTEM FSEC Collector Storage Cert # Company Name System Model# Collector Model# Area Volume FEF None None ft2 DUCTS / --supply-- ----Return---- Air CFM 25 CFM25 HVAC# v # Location R-Value Area Location Area Leakage Type Handler TOT OUT ON RLF Heat Cool 1 Attic 6 142 ft2 Attic 187 ft2 Default Leakage 2nd Floor (Default) (Default) 1 1 TEMPERATURES Programable Thermostat:N Ceiling Fans: Cooling Jan Feb Jul Sep Oct Nov Dec Mar VHea Jan X Feb Ma enting �X�Jan N Feb IXX Oct Nov Dec X1 Mar IXI XApr IX X�May �X�Jun JXJ XJul �Xj XAug JXJ XSep �X�Oct �X�Nov �XI Dec Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling(WD) AM 78 78 78 78 78 78 78 78 80 80 80 80 PM 80 80 80 80 78 78 78 78 78 78 78 78 Cooling(WEH) AM 78 78 78 78 78 78 78 78 80 80 80 80 PM 80 80 80 80 78 78 78 78 78 78 78 78 Heating(WD) AM 65 65 65 65 65 65 65 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 68 68 Heating(WEH) AM 65 65 65 65 65 65 65 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 68 68 12/11/2014 9:40 AM EnergyGauge®USA-FlaRes2010 Section 405.4.1 Compliant Software Page 4 of 5 FORM 405-10 Florida Code Compliance Checklist Florida Department of Business and Professional Regulations Residential Whole Building Performance Method ADDRESS: 1795 MAYPORT RD PERMIT#: ATLANTIC BEACH, FL, 32233- MANDATORY REQUIREMENTS SUMMARY -See individual code sections for full details. COMPONENT SECTION SUMMARY OF REQUIREMENT(S) 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: X gasketed doors & outdoor combustion air. Must complete envelope 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 X 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. X 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 X +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 1 403.9 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 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. i 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 X variable capacity system. Electric heat>10kW must be divided into two or more stages. Ceilings/knee walls 405.2.1 R-19 space permitting. 12/11/2014 9:40 AM EnergyGauge®USA-FlaRes2010 Section 405.4.1 Compliant Software Page 5 of 5 i ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 56 The lower the EnergyPerformance Index, the more efficient the home. 1795 MAYPORT RD, ATLANTIC BEACH, FL, 32233- 1. New construction or existing New(From Plans) 9. Wall Types Insulation Area a. Frame-Wood,Common R=19.0 997.33 ft2 2. Single family or multiple family Multi-family b. Frame-Wood,Exterior R=19.0 735.33 ft2 3. Number of units,if multiple family 1 c. N/A R= ft2 4. Number of Bedrooms 3 d. N/A R= ft2 10.Ceiling Types Insulation Area 5. Is this a worst case? No a. Under Attic(Vented) R=30.0 779.00 ft2 6. Conditioned floor area(ft2) 1332 b. N/A R= ft' c. N/A R= ft2 7. Windows" Description Area 11. Ducts R ft2 a. U-Factor: Dbl,U=0.30 113.67 ft2 a. Sup:Attic, Ret:Attic,AH:2nd Floor 6 142 SHGC: SHGC=0.30 b. U-Factor: N/A ft2 SHGC: 12. Cooling systems kBtu/hr Efficiency c. U-Factor: N/A ft' a.Central Unit 30.0 SEER:15.00 SHGC: d. U-Factor: N/A ft2 13. Heating systems kBtu/hr Efficiency SHGC: a. Electric Heat Pump 30.0 HSPF:8.00 Area Weighted Average Overhang Depth: 2.212 ft. Area Weighted Average SHGC: 0.300 8. Floor Types Insulation Area 14. Hot water systems Cap:50 gallons a.Slab-On-Grade Edge Insulation R=0.0 779.00 ft2 a. Electric EF:4.5 b.N/A R= ft2 b. Conservation features c. N/A R= ft2 None 15.Credits None I certify that this home has complied with the Florida Energy Efficiency Code for Building OF.114E ST gT� Construction through the above energy saving features which will be installed (or exceeded) _ - , o in this home before final inspection. Otherwise, a new EPL Display Card will be completed low. based on installed Code compliant features. ""., '" a a Builder Signature: Date: Zip: *r� � 5� Address of New Home: Cit Y p cop W-E�p *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. EnergyGauge®USA-FlaRes2010 Section 405.4.1 Compliant Software TABLE 402.4.2 AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA Project Name: QUADPLEX-UNITB Builder Name: BEACHES HABITAT Street: 1795 MAYPORT RD Permit Office: DUVAL COUNTY City,State,Zip: ATLANTIC BEACH, FL,32233- Permit Number: Owner: Jurisdiction: 261300 Design Location: FL,Jacksonville COMPONENT CRITERIA CHECK Air barrier and thermal barrier Exterior thermal envelope insulation for framed walls is installed in 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/door jambs 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 air tight, 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 se aratin 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 drywall. Fireplace I Fireplace walls include an air barrier. EnergyGauge®USA-FlaRes2010 Section 405.4.1 Compliant Software Project Summa Job: QUADPLEX-INSIDE UNIT-B + wrightsoft Date: 12/2014 Entire House By: JLF FLORIDA AIR SERVICE & ENGINEERING 150 HILDEN RD 308,PONTE VEDRE,FL 32081 Phone:904-823-9696 Email:FAE@ENGINEER.COM Web:WWW.NORTHFLORIDAAIR.COM Project Information For: QUADPLEX-INSIDE UNIT- B, BEACHES HABITAT 1795 MAYPORT RD, ATLANTIC BEACH, FL 32233 Notes: Design Information Weather: Jacksonville Mayport Naval, FL, US Winter Design Conditions Summer Design Conditions Outside db 39 °F Outside db 92 °F Inside db 70 °F Inside db 75 °F Design TD 31 °F Design TD 17 °F Daily range L Relative humidity 50 % Moisture difference 58 gr/Ib Heating Summary Sensible Cooling Equipment Load Sizing Structure 23204 Btuh Structure 21498 Btuh Ducts 2129 Btuh Ducts 1709 Btuh Central vent(0 cfm) 0 Btuh Central vent(0 cfm) 0 Btuh Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 25333 Btuh Use manufacturer's data y Rate/swing multiplier 1.00 Infiltration Equipment sensible load 23207 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 1 (Average) Structure 1817 Btuh Ducts 1196 Btuh Heating Cooling Central vent(0 cfm) 0 Btuh Area(ft') 1332 1332 Equipment latent load 3012 Btuh Volume(ft') 11988 11988 Air changes/hour 0.55 0.23 Equipment total load 26219 Btuh Equiv. AVF(cfm) 110 46 Req. total capacity at 0.78 SHR 2.5 ton Heating Equipment Summary Cooling Equipment Summary Make CARRIER Make CARRIER Trade 2.5 TON Trade 2.5 TON Model 25HBC530 Cond 25HBC530 AHRI ref 3645739 Coil FX4CNF030 AHRI ref 3645739 Efficiency 0.8 HSPF Efficiency 15 SEER Heating input Sensible cooling 23400 Btuh Heating output 30000 Btuh @ 47°F Latent cooling 6600 Btuh Temperature rise 27 °F Total cooling 30000 Btuh Actual air flow 1000 cfm Actual air flow 1000 cfm Air flow factor 0.039 cfm/Btuh Air flow factor 0.043 cfm/Btuh Static pressure 0.50 in H2O Static pressure 0.50 in H2O Space thermostat Load sensible heat ratio 0.89 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2014-Dec-0908:02:31 WPI htSOt Righl-Suite®Universal 2013 13.0.09 RSU13554 Page 1 ghtsoft HVAC\HABIJAX-QUAD-OUTSIDE UNIT-B-MJ.rup Calc=MJ8 Building Front faces: N Duct System Summa Job: QUADPLEX-INSIDE UNIT•B + wrightsoft y Summary Date: 12/2014 Entire House By: JLF FLORIDA AIR SERVICE & ENGINEERING 150 HILDEN RD 308,POINTE VEDRE,FL 32081 Phone.904-823-9696 Email:FAE@ENGINEER.COM Web:WWW.NORTHFLORIDAAIR.COM Project • • For: QUADPLEX-INSIDE UNIT-B, BEACHES HABITAT 1795 MAYPORT RD, ATLANTIC BEACH, FL 32233 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 0.250/0.250 in H2O 0.250/0.250 in H2O Lowest friction rate 0.500 in/100ft 0.500 in/100ft Actual air flow 800 cfm 800 cfm Total effective length (TEL) 377 ft SupplyDetail Table 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 MECH h 542 28 10 0.500 4.0 Ox 0 VIFx 307.0 70.0 BATH2 h 818 42 30 0.500 4.0 Ox 0 VIFx 307.0 70.0 MBED h 3382 172 147 0.500 7.0 Ox 0 VIFx 307.0 70.0 BEDS h 2297 117 96 0.500 6.0 Ox 0 VIFx 307.0 70.0 KITCHEN h 2343 119 103 0.500 6.0 Ox 0 VIFx 307.0 70.0 BED2 h 2366 120 100 0.500 6.0 Ox 0 VIFx 307.0 70.0 GREAT C 2148 85 148 0.500 6.0 Ox 0 VIFx 307.0 70.0 GREAT-A C 2148 85 148 0.500 6.0 Ox 0 VIFx 307.0 70.0 BATH1 C 148 6 10 0.500 4.0 Ox 0 VIFx 307.0 70.0 MWIC h 530 27 7 0.500 4.0 Ox 0 VIFx 307.0 70.0 2014-Dec-09 08:03.07 wrightsoft Right-Suite®Universal 2013 13.0.09 RSU13554 Page 1 ACvA ...ghtsoft HVAC\HABIJAX-QUAD-OUTSIDE UNIT-B-MD.rup Calc=MJ8 Building Front faces: N i y . I n: ' � I ID ' 1 F C L I — h L I i q r�D j x f o D i LI�I ,. O __________________________ r - - - - - - co if:m ^ice D/� � A L--- —.. O W N D { m i N (A CID Z y�IZI O, yc h El� �^ i x rn ro IAS FORM 405-10 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: QUADPLEX-UNITD Builder Name: BEACHES HABITAT Street: 1795 MAYPORT RD Permit Office: DUVAL COUNTY i City,State,Zip: ATLANTIC BEACH,FL,32233- Permit Number: Jurisdiction: 261300 FILE Owner: Design Location: FL,Jacksonville From Plans 9. Wall Types(1637.3 sqft.) Insulation Area 1. New construction or existing New( ) a.Frame-Wood,Exterior R=19.0 1138.70 ft2 2. Single family or multiple family Multi-family b. Frame-Wood,Common R=19.0 498.67 ft2 3. Number of units,if multiple family 1 c. N/A R= ft2 d.N/A R= ft2 4. Number of Bedrooms 3 10.Ceiling Types (605.0 sgft.) Insulation Area 5. Is this a worst case? No a.Under Attic(Vented) R=30.0 605.00 ft2 R= ft2 6. Conditioned floor area above grade(ft2) 1170 b.N/A R- ft2 c.N/A Conditioned floor area below grade(ft2) 0 11.Ducts R ft2 a.Su Attic,Ret:Attic,AH:2nd Floor 6 142 7. Windows(130.1 sgft.) Description Area P� a. U-Factor: Dbl,U=0.30 130.11 ft2 SHGC: SHGC=0.30 ft2 12.Cooling systems kBtu/hr Efficiency b. U-Factor: N/A a.Central Unit 24.0 SEER:15.0 SHGC: 2 c. U-Factor: N/A ftkBtu/hr Efficiency SHGC: 13.Heating systems d. U-Factor: N/A ft2 a. Electric Heat Pump 24.0 HSPF:8.00 SHGC: Area Weighted Average Overhang Depth: 3.338 ft. 14. Hot water systems Area Weighted Average SHGC: 0.300 a. Electric Cap:50 gallons 8. Floor Types (605.0 sgft.) Insulation Area EF:4.500 a.Slab-On-Grade Edge Insulation R=0.0 565.00 ft2 b. Conservation features b.Raised Floor R=0.0 40.00 ft2 None c.N/A R= ft2 15.Credits None Total Proposed Modified Loads: 14.74 PASS Glass/Floor Area: 0.111 Total Standard Reference Loads: 27.07 Review of the lans and SHE ST41 1 hereby certify that the plans and specifications covered by p specifications covered by this this calculation are in compliance with the Florida Energy ti O,n calculation indicates compliance y Code. with the Florida Energy Code. J FERNANDEZ Before construction is completed p PREPARED BY: -- a a DATE: 12/201-4 this building will be inspected for O _�� compliance with Section 553.908 . bo � I hereby certify that this building, as designed, is in compliance Florida Statutes. COU W'E with the Florida Energy Code. OWNER/AGENT: _ BUILDING OFFICIAL: �- 122 3--�y > DATE: DATE: Compliance requires completion of a Florida Air Barrier and Insulation Inspection Checklist 12/9/2014 9:02 AM gy 9 Ener Gau e®USA-FlaRes2010 Section 405.4.1 Compliant Software Page 1 of 5 PROJECT Title: QUADPLEX-UNITD Bedrooms: 2 Address Type: Street Address Building Type: User Conditioned Area: 1170 Lot# Owner: Total Stories: 2 Block/SubDivision: County Seat #of Units: 1 Worst Case: No PlatBook: Book 108-n,page 345 Builder Name: BEACHES HABITAT Rotate Angle: 180 Street: 1795 MAYPORT RD Permit Office: DUVAL COUNTY Cross Ventilation: No County: DUVAL Jurisdiction: 261300 Whole House Fan: No City,State,Zip: ATLANTIC BEACH, Family Type: Multi-family FL, 32233- New/Existing: New(From Plans) Comment: CLIMATE IECC Design Temp Int Design Temp Heating Design Daily Temp Design Location TMY Site Zone 97.5% 2.5% Winter Summer Degree Days Moisture Range - — -- -- - - FL,Jacksonville FL_JACKSONVILLE_INT 2 32 93 70 75 1281 49 Medium BLOCKS Number Name Area Volume - - - 1 Block1 1170 9360 SPACES Number Name Area Volume Kitchen Occupants Bedrooms Infil ID- Finished Cooled Heated 1 1 st Floor 565 4520 Yes 0 0 1 No Yes Yes 2 2nd Floor 605 4840 No 4 2 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 1 st Floor 126 ft 0 565 ft2 ---- 0 2 Raised Floor 2nd Floor ---- ____ 40 ft2 0 0 0 1 ROOF Roof Gable Roof Solar SA Emitt Emitt Deck Pitch # Type Materials Area Area Color Absor. Tested Tested Insul. (deg) 1 Hip Metal 655 ft2 0 ft2 Medium 0.98 No 0.9 No 0 22.6 ATTIC V # Type Ventilation Vent Ratio(1 in) Area RBS IRCC 1 Full attic Vented 150 605 ft2 N N 12/9/2014 9:02 AM 9Y 9 Ener Gau e®USA-FlaRes2010 Section 405.4.1 Compliant Software Page 2 of 5 CEILING # Ceiling Type Space R-Value Area Framing Frac Truss Type 1 Under Attic(Vented) 2nd Floor 30 605 ft2 0.11 Wood WALLS / Adjacent ace Cavity Width Height Sheathing Framing Solar Below �L f�- Dmt- S-Sa ___Wall Type p- R_-Value FY In- _ft --tri-- - Area - RValue Fraction Absor_ Grad" _ 1 N=>S Exterior Frame-Wood 1st Floor 19 20 0 8 0 160.0 ft2 0 0.125 0.7 0 _ 2 E=>W Exterior Frame-Wood 1st Floor 19 31 2 8 0 249.3 ft2 0 0.125 0.7 0 _ 3 S=>N Exterior Frame-Wood 1st Floor 19 20 0 8 0 160.0 ft2 0 0.125 0.7 0 _4 W=>E Neighbor Frame-Wood 1st Floor 19 31 2 8 0 249.3 ft2 0 0.125 0.7 0 _ 5 N=>S Exterior Frame-Wood 2nd Floor 19 20 0 8 0 160.0 ft2 0 0.125 0.7 0 _ 6 E=>W Exterior Frame-Wood 2nd Floor 19 31 2 8 0 249.3 ft2 0 0.125 0.7 0 _ 7 S=>N Exterior Frame-Wood 2nd Floor 19 20 0 8 0 160.0 ft2 0 0.125 0.7 0 8 W=>E Neighbor Frame-Wood 2nd Floor 19 31 2 8 0 249.3 ft2 0 0.125 0.7 0 DOORS # Omt Door Type Space Storms U-Value Width Height Area Ft In Ft In 1 N=>S Insulated 1st Floor None .46 3 8 24 ft2 2 S=>N Insulated 1st Floor None .46 3 8 24 ft2 WINDOWS Orientation shown is the entered orientation => changed to As Built rotated 180 de rees . Wall Overhang # Ornt ID Frame Panes N_FRC U-Factor_SHGC Area Depth Separation Int Shade Screening 1 N=>S 1 Vinyl Double(Clear) Yes 0.3 0.3 27.6 ft2 6 ft 0 in 1 ft 0 in None None 2 E=>W 2 Vinyl Double(Clear) Yes 0.3 0.3 10.3 ft2 1 ft 0 in 1 ft 0 in None None 3 E=>W 2 Vinyl Double(Clear) Yes 0.3 0.3 6.0 ft2 1 ft 0 in 1 ft 0 in None None 4 S=>N 3 Vinyl Double(Clear) Yes 0.3 0.3 4.0 ft2 8 ft 2 in 1 ft 0 in None None 5 N=>S 5 Vinyl Double(Clear) Yes 0.3 0.3 27.6 ft2 6 ft 0 in 1 ft 0 in None None 6 E=>W 6 Vinyl Double(Clear) Yes 0.3 0.3 10.3 ft2 1 ft 0 in 1 ft 0 in None None 7 E=>W 6 Vinyl Double(Clear) Yes 0.3 0.3 13.3 ft2 1 ft 0 in 1 ft 0 in None None 8 S=>N 7 Vinyl Double(Clear) Yes 0.3 0.3 15.5 ft2 1 ft 0 in 1 ft 0 in None None 9 S=>N 7 Vinyl Double(Clear) Yes 0.3 0.3 15.5 ft2 1 ft 0 in 1 ft 0 in None None INFILTRATION # Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 1 Wholehouse Best Guess .0005 1534.5 84.24 158.43 .474 9.8363 12/9/2014 9:02 AM 9Y 9 Ener Gau e®USA-FlaRes2010 Section 405.4.1 Compliant Software Page 3 of 5 HEATING SYSTEM Efficiency# System Type Subtype y Capacity Block Ducts 1 Electric Heat Pump None HSPF:8 24 kBtu/hr sys#1 1 COOLING SYSTEM # System Type Subtype Efficiency Capacity— _ Air Flow SHR Block Ducts 0.75 1 sys#1 1 Central Unit None SEER: 15 24 kBtu/hr 720 cfm HOT WATER SYSTEM # System Type SubType _Location EF Cap Use SetPnt Conservation 1 Electric Heat Pump 1 st Floor 4.5 50 gal 90 gal 120 deg None SOLAR HOT WATER SYSTEM Collector Storage FSEC Cert # Company Name System Model# Collector Model# Area Volume FEF W None None DUCTS Supply- --Return---- Air CFM 25 CFM25 HVAC# # Location R-Value Area Location Area Leakage Type Handler TOT OUT ON RLF Heat Cool 1 Attic 6 142 ft2 Attic 187 ft2 Default Leakage 2nd Floor (Default) (Default) 1 TEMPERATURES Programable Thermostat:N Ceiling Fans: Cooling X Jan Feb X Mar [X]Apr X May [[X]]Jun [[X Jul X Au X]Sep X OctXNov �XXJ ecHeating X Jan X Feb EX�Mar (X]Apr lX�May [X]Jun [X�Jul tXj Aug lX]Sep f XJ Oct- lXNov DecVenting �XJ Jan JX X�Feb X Mar X Apr X May [X Jun [X Jul X Au X Se X Oct X Nov X Dec Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling(WD) AM 78 78 78 78 78 78 78 78 80 80 80 80 PM 80 80 80 80 78 78 78 78 78 78 78 78 Cooling(WEH) AM 78 78 78 78 78 78 78 78 80 80 80 80 PM 80 80 80 80 78 78 78 78 78 78 78 78 AM 65 65 65 65 65 65 65 68 68 68 68 68 Heating(WD) PM 68 68 68 68 68 68 68 68 68 68 68 68 Heating(WEH) AM 65 65 65 65 65 65 65 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 68 68 12/9/2014 9:02 AM EnergyGauge®USA-FlaRes2010 Section 405.4.1 Compliant Software Page 4 of 5 FORM 405-10 Florida Code Compliance Checklist Florida Department of Business and Professional Regulations Residential Whole Building Performance Method ADDRESS: 1795 MAYPORT RD PERMIT#: ATLANTIC BEACH, FL, 32233- MANDATORY REQUIREMENTS SUMMARY -See individual code sections for full details. COMPONENT SECTION SUMMARY OF REQUIREMENT(S) 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: X gasketed doors & outdoor combustion air. Must complete envelope 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, X 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 X 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 X (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 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 X variable capacity system. Electric heat>10kW must be divided into two or more stages. Ceilings/knee walls 405.2.1 R-19 space permitting. 12/9/2014 9:02 AM 9Y 9 Ener Gau e®USA-FlaRes2010 Section 405.4.1 Compliant Software Page 5 of 5 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 54 The lower the EnergyPerformance Index, the more efficient the home. 1795 MAYPORT RD, ATLANTIC BEACH, FL, 32233- 1. 2233-1. New construction or existing New(From Plans) 9. Wall Types Insulation Area a. Frame-Wood,Exterior R=19.0 1138.70 ft2 2. Single family or multiple family Multi-family b. Frame-Wood,Common R=19.0 498.67 ft2 3. Number of units, if multiple family 1 c. N/A R= ft2 d.N/A R= ft2 4. Number of Bedrooms 3 Insulation Area 10.Ceiling Types 5. Is this a worst case? No a.Under Attic(Vented) R=30.0 605.00 ft2 N/A R= ft2 b. 6. Conditioned floor area(ft2) 1170 R= ft2 c. N/A 7. Windows" Description Area 11, Ducts R ft2 a. U-Factor: Dbl,U=0.30 130.11 ft2 a.Sup:Attic,Ret:Attic,AH:2nd Floor 6 142 SHGC: SHGC=0.30 b. U-Factor: N/A ft2 SHGC: 12.Cooling systems kBtu/hr Efficiency ft2 a.Central Unit 24.0 SEER:15.00 c. U-Factor: N/A SHGC: d. U-Factor: N/A ft2kBtu/hr Efficiency 13.Heating systems y SHGC: a.Electric Heat Pump 24.0 HSPF:8.00 Area Weighted Average Overhang Depth: 3.338 ft. Area Weighted Average SHGC: 0.300 8. Floor Types Insulation Area 14. Hot water systems Cap:50 gallons a.Slab-On-Grade Edge Insulation R=0.0 565.00 ft2 a. Electric EF:4.5 b.Raised Floor R=0.0 40.00 ft2 b. Conservation features c.N/A R= ft2 None 15.Credits None I certify that this home has complied with the Florida Energy Efficiency Code for Building o1-114E S74 Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Code compliant features. Builder Signature: Date: Address of New Home: City/FL Zip: f'1'c01)WIE '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. EnergyGauge®USA-FlaRes2010 Section 405.4.1 Compliant Software TABLE 402.4.2 AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA Project Name: QUADPLEX-UNITD Builder Name: BEACHES HABITAT Street: 1795 MAYPORT RD Permit Office: DUVAL COUNTY City,State,Zip: ATLANTIC BEACH ,FL,32233- Permit Number: Owner: Jurisdiction: 261300 Design Location: FL,Jacksonville COMPONENT CRITERIA CHECK Air barrier and thermal barrier Exterior thermal envelope insulation for framed walls is installed in 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/door jambs 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 air tight, 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. EHVAC wall Air barrier is installed in common wall between dwelling units. ister boots HVAC register boots that penetrate building envelope are sealed to subfloor or drywall. Fireplace Fire lace walls include an air barrier. EnergyGauge®USA-FlaRes2010 Section 405.4.1 Compliant Software Job: QUADPLEX-OUTSIDE UNI... Wri htsoft Project Summary Date: 12/2014 9 Entire House By: JLF FLORIDA AIR SERVICE & ENGINEERING 150 HILDEN RD 308,PONTE VEDRE,FL 32081 Phone:904-823-9696 Email:FAE@ENGINEER.COM Web:WWW.NORTHFLORIDAAIR.COM —Proiect Information For: QUADPLEX-OUTSIDE UNIT-D, BEACHES HABITAT 1795 MAYPORT RD, ATLANTIC BEACH, FL 32233 Notes: Design Information Weather: Jacksonville Mayport Naval, FL, US Winter Design Conditions Summer Design Conditions Outside db 92 °F Outside db 39 °F 75 °F Inside db 70 °F Inside db 17 °F Design TD 31 °F Design TD L Daily range 50 Relative humidity Moisture difference 58 gr/Ib Heating Summary Sensible Cooling Equipment Load Sizing Structure 16226 Btuh Structure 15500 Btuh Ducts 2486 Btuh Ducts 3144 Btuh Central vent(0 cfm) 0 Btuh Central vent(0 cfm) 0 Btuh Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 18712 Btuh Use manufacturer's data 1.00 Rate/swing multiplier Infiltration Equipment sensible load 18644 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average 1596 Btuh Fireplaces 1 (Average) Structure Ducts 829 Btuh Heating Cooling Central vent(0 cfm) 0 Btuh Area(ft') 1170 1170 Equipment latent load 2425 Btuh Volume (fP) 10530 10530 21069 Btuh Air changes/hour 0.56 0.23 Equipment total load Equiv. AVF (cfm) 99 40 Req.total capacity at 0.78 SHR 2.0 ton Heating Equipment Summary Cooling Equipment Summary Make CARRIER Make CARRIER Trade 2.0 TON Trade 2.0 TON Model 25HBC524 Cond 25HBC524 AHRI ref 3645571 Coil FX4DNF025 AHRI ref 3645571 15 SEER Efficiency 0.8 HSPF Efficiency 18720 Btuh Heating Input Sensible cooling 5280 Btuh Heating output 24000 Btuh @ 47°F Latent cooling 24000 Btuh Temperature rise 27 °F Total cooling 800 cfm Actual air flow 800 cfm Actual air flow 0.043 cfm/Btuh Air flow factor 0.043 cfm/Btuh Air flow factor 0.50 in H2O Static pressure 0.50 in H2O Static pressure 0 88 Space thermostat Load sensible heat ratio Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2014-Dec-08 15:32:48 Wrl htSOfL Page 1 g Right-Suite®Universal 2013 13.0.09 RSU13554 Aft ghtsoft HVAC\HABIJAX-QUAD-OUTSIDE UNIT-D-MJ.rup Calc=MJ8 Building Front faces: N Job: QUADPLEX-OUTSIDE UNI... + wrightsoft Duct System Summary Date: 12/2014 Entire House By: JLF FLORIDA AIR SERVICE & ENGINEERING 150 HILDEN RD 308,PONTE VEDRE,FL 32081 Phone:904-823-9696 Email:FAE@ENGINEER.COM Web:WWW.NORTHFLORIDAAIR.COM Project • • For: QUADPLEX-OUTSIDE UNIT- D, BEACHES HABITAT 1795 MAYPORT RD,ATLANTIC BEACH, FL 32233 Heating Cooling 0.50 in H2O 0.50 in H2O External static pressure 0 in H2O 0 in H2O Pressure losses 0.50 in H2O 0.50 in H2O Available static pressure Supply I return available pressure 0.250 10.250 in H2O 0.250/0.250 in H2O 0.500 in/100ft 0.500 in/100ft Lowest friction rate 800 cfm 800 cfm Actual air flow 377 ft Total effective length (TEL) supplyDetail Table 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 MECH h 541 27 10 0.500 4.0 Ox 0 VIFx 307.0 70.0 BATH2 h 841 42 33 0.500 4.0 Ox 0 VIFx 307.0 70.0 MBED h 3565 179 153 0.500 7.0 Ox 0 VIFx 307.0 70.0 BED3 h 2302 116 95 0.500 6.0 Ox 0 VIFx 307.0 70.0 KITCHEN h 2348 118 102 0.500 6.0 Ox 0 VIFx 307.0 70.0 BEDz h 2311 116 97 0.500 6.0 Ox 0 VIFx 307.0 70.0 GREAT C 2151 85 147 0.500 6.0 Ox 0 VIFx 307.0 70.0 GREAT-A c 2151 85 147 0.500 6.0 Ox 0 VIFx 307.0 70.0 BATH1 C 148 6 10 0.500 4.0 Ox 0 VIFx 307.0 70.0 MWIC h 530 27 7 0.500 4.0 Ox 0 VIFx 307.0 70.0 2014-Dec-04 14:39:52 ` wrightsoft Right-Suite®Universal 2013 13.0.09 RSU13554 Page 1 AC CJ� ...ghtsoft HVAC\HABIJAX-QUAD-OUTSIDE UNIT-D-MD.rup Calc=MJ8 Building Front faces: N ''ANTRY �r r ; O I ,I-i N ( tl III 0 o z IL I I• I � � 1� ' I l JoDJLJ`l �-I �D�� is Im �i z m n ^ IA I I Km0= rn rn x Oi' N mDX C7 C7--- )> D �N I - Z m _ I 1( I N UI (I !I 24 " N � = r P �AN TRY � A i i ------ ------ p s . I � Of X 'lig S i G I m T D U-I -------------------- D r C,4 Z ` ' i M c G I . x x •rS�1PJ jV� CITY OF ATLANTIC BEACH TREE REMOVAL APPLICATION F��Jiil�f 7applications must be submitted with three(6) copies and received by 5:00 p.m. on the Friday prior to the scheduled meeting in order to be placed on the Tree Conservation Board Tree Conservation Board meets twice per month on the 2nd and 4`h Wednesdays. INCOMPLETE APPLICATIONS OR INACCURATELY MARKED SITES WILL NOT BE PROCESSED. 1.Applicants Name: PA Address: Telephone#: 2.Address or Legal Description Of Tree Removal Site (If legal description, list closest cross street 3. Reason for Proposed VN!r....) Tree Removal 4. Has this site been to the Tree Board Before? (Circle) YES NO NOT SURE 5. Have the proposed on-site retention areas been reviewed by the Public Works Director 247- 5834)? (Circle) YES NO OT SUR Please provide the following information: 6.SITE PLAN/TREE SURVEY indicating: a. Property lines and clearly showing interior/exterior zones b. [ ng and proposed structures. c. Location of utilities and easements as applicable. d. Location, species and size of all trees with Diameter at Breast Height (D.B.H.) of six inches or more. e. Location, species and size of all trees to be removed should be clearly marked with an f. Location, species and size of all trees to be preserved on-site for replacement must be marked with brackets"[]". g. Location, species and size of any proposed new replacement trees marked with a circle"O". h. Location, species and size of all trees to be preserved on-site with barricading at tree drip line noted. 7. ON-SITE REQUIREMENTS: a. Barricading at tree drip line of all trees to be preserved. b. Address/legal description must be posted in a conspicuous manner on site. c. The property corners must be marked by stakes or paint indicating the lot. 800 Seminole Road Atlantic Beach,FL 32233-5445 Phone:(904)247-5800 Fax:(904)247-5854•www.coab.us Revised 5/06 Page 1 of 4 d. All trees identified for removal MUST BE MARKED ON-SITE BY RED/ORANGE flagging, paint or tape. e. All trees to be preserved on-site for mitigation MUST be marked with BLUE/GREEN flagging, paint or tape. 8. LIST TREES PROPOSED FOR REMOVAL: DIAMETER OF TREES APPLICANT'S OFFICE USE SPECIES INTERIOR ZONE EXTERIOR ZONE`' COMMEh TS ONLY Is- 9. CHOICES FOR REPLACEMENT: Choose one or a combination of the following to compensate for trees removed (Note: 1 inch of mitigation is required for every 2 inches of protected trees removed): a. Protect(save)other trees that qualify and mark trees to be protected on site. b. Plant new trees on site. c. Pay money into the Tree Fund at the current rate ($117 per inch—2006). d. List in the columns below by diameter inches, for your choice of mitigation or replacement trees by inches. DIAMETER OF PROTECT PLANT NEW PAY INTO TREE SPECIES TREE TREES FUND 7 10. 1 HEREBY AGREE TO COMPLY WITH ALL PROVISIONS OF CHAPTER 23,ARTICLE 11, TREE PROTECTION, AND ALL OTHER APPLICABLE CODES AND ORDINANCES OF ATLANTIC BEACH. /I-//by Applicant's Signature -J Date Owner's Signature Date Tree Conservation Board Chair Date (`) Diameter at Breast Height(D.B.H.),is measured at 4.5 feet above grade. To accurately determine diameter, measure the trunk circumference and divide by 3.14. Diameter of multi-trunked trees is determined by adding together the diameter of each trunk as measured immediately above the forks. (•`) Interior Zone: Outside the 20-foot front/rear setbacks and the 7.5 feet side setbacks(see diagram on following page). (`*) Exterior Zone: Within the 20-foot front/rear setbacks and the 7.5 feet side setbacks(see diagram on following page). 800 Seminole Road•Atlantic Beach,FL 32233-5445 Phone:(904)247-5800-Fax:(904)247-5854'www.coab.us Revised 5/06 Page 2 of 4 RESIDENTIAL PROPERTY TREES REQUIRING REPLACEMENT: a. Interior zone trees requiring replacement: Any tree with diameter at breast height(DBH)of 20" or more. b. Exterior Zone trees requiring replacement: Any tree with diameter at breast height(DBH) of 6" or more c. Champion Trees: Any tree so designated by the Florida Division of Forestry, Department of Agriculture d. Exceptional Specimen trees: Any tree so designated by the City Council INTERIOR AND EXTERIOR ZONE DEFINITION RESIDENTIAL PROPERTY EXTERIOR 20.0' Rear ZONE Setback INTERIOR ZONE 4-11111. 7.5' 7.5' Side Side S tback Setba k 20.0' Front Setback SIDEWALK PUBLIC RIGHT OF WAY PUBLIC WORKS PUBLIC STREET JURISDICTION PROTECTED TREES DBH 6" OR MORE 800 Seminole Road•Atlantic Beach,FL 32233-5445 Phone:(904)247-5800 Fax:(904)247-5854•www.coab.us Page 3 of 4 Revised 5/06 COMMERCIAL PROPERTY TREES REQUIRING REPLACEMENT: a. Interior zone trees requiring replacement: Any tree with diameter at breast height (DBH) of 10"or more. b. Exterior Zone trees requiring replacement: Any tree with diameter at breast height(DBH) of 6" or more c. Champion Trees: Any tree so designated by the Florida Division of Forestry, Department of Agriculture d. Exceptional Specimen trees: Any tree so designated by the City Council INTERIOR AND EXTERIOR ZONE DEFINITION COMMERCIAL PROPERTY EXTERIOR 20.0' Rear ZONE Setback INTERIOR ZONE 7.5' 7.5' Side Side Setba k Setba k 20.0' Front Setback SIDEWALK PUBLIC RIGHT OF WAY 800 Seminole Road •Atlantic Beach,FL 32233-5445 PUBLIC WORKS Phone:(904)247-5800 Fax:(904)247-5854•www.coab.us JURISDICTION Page 4 of 4 PUBLIC STREET PROTECTED TREES DBH 6" OR MORE CITY OF ATLANTIC BEACH �-� PUBLIC UTILITIES V 1200 Sandpiper Lane ATLANTIC BEACH,FL 32233 (904) 270-2535 or(904) 247-5874 NEW WATER/SEWER TAP REQUEST Date: Z—16 ' Project Address: 1-725- 014YEn' or & I� fir No. of Units: _Commercial Residential Multi-Family _NcW Vater Tap(s)&Meter(s) rX t 1 — Meter Size(s) New Irrigation Meter Upgrade Existing Meter from to (size) New Connection to City Sewer Existing Name: Applicant Address: " City: State: FL Zip: a Phone Number: Cell Number: Email Address Fax: ' Signature: (Applicant) CITY STAFF USE ONLY Application# �`�-SFAT- (4&a Water System Development Charge $ .Ro' �- Sewer System Development Charge $ ,0' '� r Water Meter Only $ / o Oq,5' Water Meter Tap $ 17 Sewer Tap $ Cross Connection $ Other $ TOTAL APPROVED: Donna Kaluzniak--*4t" 4 re ll (Utility Director or Authorized igna re) ALL TAP REQUEST MUST BE APPROVED BY UTLITIES DEPARTMENT BEFORE FEES CANBEASSESSED City of Aaranfic Beach Buflding Department APPLICATION NUMBER `j To be assigned by the Building Department. it 800 Seminole Road Atlantic Beach, Florida 322:33-5445 11VE Phone(904)247-5826 - Fax(904)2475845 Dfl i! City web-site: http://WnW.C,Dab.us Date routed: JZ DEC 162014 APPUCAMN REVA A,* : MNG FORM Proper-Lim Addre.,:z:s./7? o6- 0 4 epar (a nt re mr; vuew 'required Yes @90 Ad D01clind, - - Appfican.�:�e/ 11914VPde7_ n n i n Zo n i n m y�„�E„ rn r Tree A. t.n strator P1,-Cn,j4Ci:: �7 n,91.6 &-M is 11U0.6s Public )-ijifles Public Safety Fire Serj4_-.es,.. Review fee $ Dept Signature ,­ONTRACTOR r-EMAL A�20RESS CONTRACTOR CONTAUrf- ------------ APPMATIO�j STATUS Reviewing Department [F-irst Review: Approved. -'Denier CommL _nts (Circle one.' Comments: BUILDING N—A PLANNING 00:ZONING Reviewed by: Date: TREE ADMIN. Second Review: DApproved as revised. DDenied. IC nULK-C Comments: UBLIC U -& - PUBLIC SAFE I Reviewed by:. Date: FIRE SERVICES Third Revietif: DApproved as revised. []Denied. Comments: Reviewed by: Date: 3ED 092520141 City&A•irianiruc Beach h� APPLICATION NUMBER ( uillding Deparrimc-L•s- o be assigned by the Building Depa�;nenf.) � 800 Seminole Road Atlantic Beach, Florida 322:33-5445 Phone(904)247-5826 - Fax(904)247-5845 tlf City web-site: htfp:/Iwwnnr..,oab.us Date routed: 2 r Property Address:/7/ 6� X/IQ� foo d � Depat romc9?nt review requiired Yes No / r -/ ildin6 Q n6y-,eac 7 ,0 0 inning tonin m AVA fo Tree A.rnsrnsrra•tor is VVo. s Public R_ltilities Public gaiety Fire Review fee $ Dept Signature CONTRACTOR (CONT AC 4_ APPILI( A ION STATUS Re-viewing Department f=irst Review: Approved. E]Denie-; (Circle one.) Comments: BUILDING , = PLANNING &ZONING Reviewed by: Date: TREE ADMIN. Second Review: Approved as revised. ❑Denied. PUBLIC WORKS Comments: s PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: FIRE SERVICES Third Reviet"C []Approved as revised. ❑Denier. Cornments: Reviewed by: _ Date: 3ED 09252014 City of Atlantic Beach APPLICATION NUMBER jS Building DepartmeL'as 0 be assigned by the Building Department.) 800 Seminole Road Atlantic Beach, Florida 322:33-5445 Phone(904)247-5826 - Fax(904)247-5845 City web-site: hftp://w"rw.c(:)ab.us Date routed: Z Jt APPLICAMNI REVIEW AND TRACKM FORM Property Address l if ?5 0 VAO& 029d'- * A- Departhment review required fifes 6�0 /�11ildin Applican'LC-2el 1)�flVfila7- 116 r -AC/7-49 ningq�Zonin gll'i;iMa Tree A.minisir t'!,5rC= -7 &7rn 177�Ck"- is Wo-, s <—�Public UtiIi �rlc 11�ifit�ie�s —= Public Safety Fire Serv--.es.... Review fee $ ------- Dept Signature __ J-ONTRACTOR EMAIL .. CONTRACTOR CONTAC-1- APPILICATION STATUS Reviewing Department First Review: %Approved. []Denie-� (Circle one.) Comments: BUILDING I PLANNING & ZONING Reviewed by: Date: Lz>'3 bt s TREE ADMIN. Second Review: [-]Approved as revised. []Denied- PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Revieve'. ElApproved as revised. DDenier!. Comments: Reviewed by: Date: VISED 09252014 City of A-Hanfic Beach Buillding Deparrmsn-.-'-L APPLICATION NUMBER q 800 Seminole Road ssigned by the Building DepaFirnen't.) Atlantic Beach, Floridai 32233-5445 Phone(904)247-5826 - Fax(904)247-5845 City web-site: http://Vvvifw.c,Dab.us DEC 16 014 I. Date r uted: APPUCATION! REVOEW. AND TRACKMAG FORM Property Address:/7 V04 r ?e Deparisfirj`39t' Ire iew required yes No ildind App �/IJ�Tie4CIflcan'Lc�e/ 7.,o W anning ;' Zonin o - ree Adrn;n1strator A 17?t ch,4- A16 14�fh I is vv , <s Public (-n i kies Public Safety Fire Services,-. Review fee $ DePt Signature :1�-ONTRACTOR EMAIL AL�)DRE8�S� CONTRACTOR CONTAC-tf- ;*Z APP LWAT10J\A STATUS Reviewing Department [IFirst Review: Approved. FIDenie-1 C' 'mm_ (Circle one. _nts. Comments: 10 <E c BUILDING PLANNING &ZONING Reviewed f TREE ADMIN. Date: -Z 7 lle/ Second Review: []Approved as revised. DDenied. PUBLIC WORKS Comments-- PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date:____ FIRE SERVICES Third Revic-Uf.'. []Approved as revised. []Denied'. Corriments: Reviewed by: Date: 3ED 09252014 BUILDING PERMIT APPLICATION CITY OF ATLANTIC BEACH 800 Seminole Road, Atlantic Beach, FL 32233 Office (904) 247-5826 Fax (904) 247-5845 Job Address: 1795 Mayport Rd AB FL. 32233 (unit("A") Permit Number: ��' ��� T — 661 Legal Description : 17-2S-29E .41 PT Gov't Lot 3 Parcel# Floor Area o q. t. Sq.Ft Valuation of Work S Q Proposed Work heated/cooled Z� non-heated/cooled ff& If Class of Work(circle one): New(X) Addition Alteration Repair Move Demolition pool/spa window/door Use of existing/proposed structure(s)(circle one): Commercial Residential (X) If an existing structure,is a fire sprinkler system installed? (Circle one): Yes No( ) N/A Florida Product Approval# attached For multiple products use product approval form Describe in detail the type of work to be performed: Construct new Quad-(4 units- attached) Single Family homes Property Owner Information: Name: Beaches Habitat for Humanity Address: 797 Mayport Rd. City: Atlantic Beach State: FL Zip: 32233 Phone: 904-241-1222 E-Mail or Fax#(Optional)Meterson@beacheshabitat.org Contractor Information: Company Name: 201 Ma ort Construction Management, LLC Qualifying Agent: Robert J Peterson Address:2768 State Rd.AIA, #701 City Atlantic Beach State FL. Zip: 32233 Office Phone : 850-294-6914 Job Site/Contact Number: #904-334-1202 Fax# 904-241-4310 State Certification/Registration# CGC-1506666 Architect Name&Phone#Julianne Overby#904-704-8628 Engineer's Name&Phone# Fee Simple Title Holder Name and Address Bonding Company Name and Address Mortgage Lender Name and Address Application is hereby made to obtain a permit to do the work and installations as indicated. 1 certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet 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 Electrical Work, Plumbing,Signs, Wells, Pools, urnaces,Boilers, Heaters, Tanks and Air Conditioners,eta 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. I hereb certify that I have read and examined this application and know the same to be true and correct. All provisions of laws and ordinances governing this type ojYwork will be complied with whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any other federal,state, or to l law re latin constructs n he p r ormance of co truc 'on.� r Signature of Own t' r"�I '� Signature of Contract' - Print Name N U Pt , 'R� .Ql'-e.�,d A-4 Print Name ,, -.._he 'z.c'✓ .........._................................................... .. .................................................................................. .............................................. Sworn tp and subscribed before me Sworn and subscribed before rn this a Day of cv,,P4e f 201 j this 3 Day of 4e«makr-' •201` Notaryy ,„ Nota Public •,;.y,t KYLE M RAY 6.10 LE KYHURRAY •'c MY COMM ISSI[)I�ri�l�S37Z5 MY COMMISSION#EE185723 EXPIRES ApA 02.2016 •• ,p,�, EXPIRES APO 02,2016 �ofda1�'s°^'b'0O1A Comp. By: RLC s Date. 12/17/2014 :3 Public Works Department City of Atlantic Beach Permit No: 14-sfat-660 Address: 1795 Mayport Rd. Required Storage Volume Criteria: Section 24-66 of the City of Atlantic Beach's Zoning, Subdivsion, and Land Development Regulations requires that the difference between the pre-and postdevelopment volume of stormwawter runoff be stored on site. Volume of Runoff is defined as follows: V= CAR/12 Where: V=Volume of Runoff C=Coefficient of Runoff A=Area of lot in square feet R=25-yr/24-hr rainfall depth(9.3-inches for Atlantic Beach) Predevelopment Runoff Volume: Lot Area(A) = 18,018 ft2 Runoff Coefficient Area Lot Area Description (ft) (ft2) "C" Wtd "C" Impervious 840 18,018 1.00 0.05 Pervious 17,178 18,018 0.20 0.19 Runoff Coefficient(C)= 0.24 Runoff Volume V= 0.24 x 18,018 x 9.3 / 12 V= 3,314 ft3 Postdevelopment Runoff Volume: Lot Area(A) = 18,018 ft2 Runoff Coefficient Area Lot Area Description (ft2 (ft) "C" Wtd "C" Impervious 4,941 18,018 1.00 0.27 ISA = 27.4% Pervious 13,077 18,018 0.20 0.15 Runoff Coefficient(C)= 0.42 Runoff Volume V= 0.42 x 18,018 x 9.3 / 12 V= 5,856 ft3 Required Storage Volume DV= Postdevelopment Runoff Volume- Predevelopment Runoff Volume DV= 5,856 3,314 DV= 2,543 ft3 Retention 1795 Mayport Rd. 12/17/2014 mss , Comp. By: RLC Date: 12/17/2014 Public Works Department City of Atlantic Beach Permit No: 14-sfat-660 Address: 1795 Mayport Rd. Provided Storage: Elevation Area Storage (ft) (ft) (ft3) 0.0 1,840 0 BOTTOM 1.0 3,390 2,615 TOB Elevation Area Storage (ftz) (0) 0.0 BOTTOM 0.0 0.5 C 0 TOB Elevation Area Storage (ft) (ft) (ft) 0.0 0 0 BOTTOM 0.5 0 0 TOB Inground storage=A`d"pf A=Area= 3390.0 d=depth to ESHWT= 3.0 pf=pore factor= 0.3 Inground Storage= 3051.0 ft 3 Required Treatment Volume= 2,543 ft Supplied Treatment Volume= 5,666 ft3 Retention 1795 Mayport Rd. 12/17/2014 NOTICE OF COMMENCEMENT (PREPARE IN DUPLICATE) Permit No. Tax Folio No. State of County of 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: 17-2S-29E .41 Pt Govt Lot 3 Address of property being improved: 1795 Mayport Rd. Atlantic Beach, FL 32233 General description of improvements: Construction of new QuadPlex (4 uit attached) Single Family Homes Owner Beaches Habitat for Humanity Address 797 Mayport Rd, Atlantic Beach, FL 32233 Owner's interest in site of the improvement 100% Fee Simple Titleholder(if other than owner) Name Address Contractor 201 Mayport Construction Management, LLC(#CGC-150-1506666) Address 2768 State Rd.A1A,Atlantic Beach,FL 32233 Phone No. 904-334-1202 Fax No. 904-241-4310 Surety(if any) Address Amount of bond$ Phone 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 Robert Peterson ,t Address 2768 State Rd. Al Atlantic.Beach, FL 32233 Phone No. 904-334-1202 Fax No.904-241-4310 In addition to himself,owner designates the following person to receive a copy of the Lienor's Notice as provided in Section 713.06(2)(b),Florida Statutes.(Fill in at Owner's option). Name Address Phone 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): THIS SPACE FOR RECORDER'S USE ONLY OWNER Signed:1 "eA4'00DATE Before me this day of ie•ni.eY In the Page 1688 County of Duval.State of F Ida.h@s.perso_ n appeared OR BK 16992 Pag L c �)f herein b Doc#2014271045, himself/herself and affirms that II statements and declarations hereln y Number Pages:1 are true and accurate Recorded 12'03!2014 at 1 C T Ronnie Fussell CLERK CIRRC COURT DUVAL COUNTY RECORDING$10.00 �ersonaily lic at Large,Sta o .., o sion expires: Known sky- fffb5m Pro uced Ide"ri1TMd5 ion EXPIRES Apra 02.2016 aosl 153 gmvkr Robert Peterson From: Robert Peterson <RPeterson@BeachesHabitat.org> Sent: Wednesday, February 25, 2015 7:05 AM To: 'Arlington, Daniel' Subject: RE: Revisions Dan, Thank you for looking at the latest revisions. If possible, I would like to come by this morning and deliver the revisions and see if youneed anything else to move forward. Call me when it is convienent. RE: Items#1 and #2: These have been addressed in the attached from the EOR. There is no change, as the porches are outside the building envelope and were always stick framed. He has added a structural bracket at the rear entry, as shown in the detail Item# 3-Wall section is on A-300 of the original submittal, and has not changed Item#4- The electrical meters are shown on A-105 and are located with-in the appropriate lot lines Robert Peterson, Construction Director • Habitat 1 for Humanity 797 Mayport Rd Atlantic Beach, Fla. 32233 # 904-334-1202 (c) #904-241-4310 (f) From: Arlington, Daniel [mailto•darlington(abcoab.us] Sent: Tuesday, February 10, 2015 4:48 PM To: RPeterson@BeachesHabitat.org Cc: jnoverby@att.net Subject: RE: Revisions Rob, I have reviewed the plans, and the design looks good, and I have sent the site plans out to the other departments for their review. To complete the review, we still need the following: 1. Revised Engineering 2. Truss Engineering, signed off by the Engineer of Record, as meeting her design (shop stamp). 3. Wall section and details of the listed/labeled 2-hr common wall. 4. Please clarify locations of underground electric and electric meters and provide easement documents if they are on/under other properties. General comments: 1. All copies of any document designed by an engineer or architect should be signed/sealed/dated, per FAC. (Please provide in the future) 2. Please note,Atlantic Beach has a Stucco Scratch Coat Inspection before the brown coat can be applied. 3. The new Building Code, effective (I believe) 7/01/15,will require extended fire-rated walls and stiffer wood- frame walls with Stucco. Regards, 1 Mt-OZ NV Id All'Bill(INV.L110AV I .LIS 9Lf6 NOLLVLP Mt-DKrr4 Z'LN33 U�,.I 3ItlJS Y9Yt-GK(t06))(V3 fiL (f06):3NONd 99ZN YOWD U'HOv38 3NRid3N'3AW4 33N08310 9Y0Z vVD :AEI 0-rxaaH,j AllwmH 803 1V118VH S3HOV38 :a03 038vd38d �'J�1/SNy33rytID:V3 TAU Waf :A8•,Wo W M VC18013 'HOV38 OIJWJV '&08 J80a ry VS6Ll '1—I V 41N-JTI 3LtlQ tx/I GVON INOd kVW VS6L1 01OY ONRof N & m 4' Zi 4U wO=m Z << Z O W _ LL4,.11 X00 ui as LL — F 2 m O iry uy. ui j o En z zaz o w w w S w w , LL m a a »ALL hhh x �. I (LN3wnNow of Noa1 rvoae ,ssc<<) i W uVw 33N3i N Z? NItlH�t 3?N_NNII NIVHD,9 O f r 15;7 ,. r � Q � U �`'. �' fo --N e -I-—I - o ��/ I Sin^•�� �S or `�-- e", f1� r 3 17- m Z LI_m m is O m �r* z �trvn0i+�� �LtJ��}� -- ---m- �gi0i I- +�� AiY33$�� F z w w L 416> I �• S sr m Q 0 z WhIC1 q; Cf) > a * 1\ , a •� '+IFS * 32 b I C h n i Z�sgw I� ��I h .• C Q w I `�* C. wI ' �I •�I._. X52¢m o,o I r`'/y' r* r,•r� .c �I w��w I o W p o? I All N I Iwo M a N tr>y�a (OZ�ZYd� "\ ° 3r .� b�� 001 tz LL tL ZL oV� ✓W rlS, w 8 6 W_ 25 0 ow M m •- �O p w v> 6 1 o g .. Kaluzniak, Donna From: Kaluzniak, Donna Sent: Thursday, December 18, 2014 3:14 PM To: 'RPeterson@BeachesHabitat.org' Cc: 'Gary Abbey'; Layton, Douglas; Walker, Chris Subject: 1795A Mayport Road- Units A,B,C,D Attachments: 20141218150740290.pdf Robert—I cannot approve the building permits below until I have plans showing the water main &services. Also—the plans for the sewer services should be changed as per the attached modifications per Chris Walker. Permit app nos: 14-SFAT-660 14-SFAT-645 14-SFAT-661 14-S FAT-644 Thanks-Donna Donna Kaluzniak, Utility Director City of Atlantic Beach 902 Assisi Lane Atlantic Beach,FL 32233 (904)270-2535 dkaluzniak@coab.us 1 Dec. 11, 2014 Ms Donna Kaluzniak Public Utilities Director City of Atlantic Beach 1200 Sandpiper Lane Atlantic Beach, FL 32233 Dear Ms Kaluzniak, I have submitted a building permit application for a Quad Plex (4 units—attached; Single Family) home at: 1795 Mayport Rd Quad- (Units -"A,B,C,D"). Beaches Habitat will not be installing a fire sprinkler in this structure. In addition, we will not be installing an irrigation system. Per Jeremy Hubsch, the units will be re-numbered to: Stanley Rd. when they are permitted. Please give me a call at: #904-241-1222, ext.#230, or#904-334-1202 (cell), if you require any additional information. Sincerely, Ro ert eterson, Construction Director Fla. State #CGC 1506666 Plan review 1795 Mayport Rd. January 7,2015 Dan Arlington 904-247-5813 (4)unit townhouse: 14-SFAT-644, 14-SFAT-645, 14-SFAT-660,14-SFAT-661 Application Disapproved. Please address the following Comments: 1. The Code provisions for fire rating of exterior walls along property lines are contained in FBC-R302 2. The property lines of Units B and C are offset along the rear exterior walls of Units A and D. The exterior walls of Units A and D, along the offset property lines, include unprotected kitchen windows. Exception R302.1.6 gives some flexibility to the general provisions, but is not limited to Fire Separation Distances perpendicular to the property line. Therefore, Exception 6 does not apply in this situation. All construction within 6 feet of the property line must comply with the provisions of R302. Please review FBC-R302 and address fire-resistance rated assemblies, including exterior walls,openings in walls, wall projections,fire blocking, etc. 3. Stucco exterior wall covering must comply with FBC-R703.6. Please provide details. 4. James Hardie lap siding must comply with installation instructions, including local wind pressures, blocking, and flashing. Please provide details. 5. The 2010 FBC has additional flashing requirements for window flashing. Please review FBC-R703.8 and the new referenced standards AM MA 711, 100, 200, and 250, and provide details on plans that meet the new requirements. Two window flashing details that comply with R703.8 can be found at www firstcoastchapter.org, under Codes/Standards,window flashing. 6. If soffit ventilation is removed, due to Comment 2 above, please review attic ventilation calculations. 7. General Notes:Your re-submittal should include two complete sets of plans. Please insert the revised pages into the plan sets, and pages removed from the stamped "Job copy" set, should be marked as"old set" and should be included in the re-submittal. If old "Job copy" drawings, are not resubmitted there will be additional plan review fee charged due to the amount of time necessary to review entire drawing again. ALL ITEMS changed or revised on plans and documents shall be identified by circling, clouding or identified by some other legible method. ADDITIONAL ITEMS MAY BE REQUIRED-DEPENDING ON NEW INFORMATION AND CLARITY OF FINAL PLANS SUBMITTED FOR REVIEW. Plan review 1795 Mayport Rd. January 7, 2015 Dan Arlington 904-247-5813 (4)unit townhouse: 14-SFAT-644, 14-SFAT-645, 14-SFAT-660, 14-SFAT-661 Application Disapproved. Please address the following Comments: 1. The Code provisions for fire rating of exterior walls along property lines are contained in FBC-R302 2. The property lines of Units B and C are offset along the rear exterior walls of Units A and D. The exterior walls of Units A and D, along the offset property lines, include unprotected kitchen windows. Exception R302.1.6 gives some flexibility to the general provisions, but is not limited to Fire Separation Distances perpendicular to the property line. Therefore, Exception 6 does not apply in this situation. All construction within 6 feet of the property line must comply with the provisions of R302. Please review FBC-R302 and address fire-resistance rated assemblies, including exterior walls,openings in walls, wall projections,fire blocking, etc. 3. Stucco exterior wall covering must comply with FBC-R703.6. Please provide details. 4. James Hardie lap siding must comply with installation instructions, including local wind pressures, blocking, and flashing. Please provide details. 5. The 2010 FBC has additional flashing requirements for window flashing. Please review FBC-R703.8 and the new referenced standards AMMA 711, 100, 200, and 250, and provide details on plans that meet the new requirements. Two window flashing details that comply with R703.8 can be found at www firstcoastchapter.org, under Codes/Standards,window flashing. 6. If soffit ventilation is removed, due to Comment 2 above, please review attic ventilation calculations. 7. General Notes:Your re-submittal should he includetwo d "Jobpopy'Sset,shoplans. bePlease marked as'the old set'revised and should be the plan sets, and pages removed from p included in the re-submittal. re will be additional plan review fee charged due to the If old "Job copy" drawings, are not resubmitted the amount of time necessary to review entire drawing again. ALL ITEMS changed or revised on plans and documents shall be identified DEPENDINcircling, G ONclouding NEW INFORMATION AND some other legible method. ADDITIONAL ITEMS MAY BE REQUIRED CLARITY OF FINAL PLANS SUBMITTED FOR REVIEW. f I S Scan Y +-- e m BUILDING PERMIT APPLICATION ` ` "'° ` " ""'"`'' A­ CITY OF ATLANTIC BEACH I COPY ' 800 Seminole Road, Atlantic Beach, FL 32233 Office (904) 247-5826 Fax (904) 247-5845 Job Address: 1795 Mayport Rd, AB FL. 32233 (unit("B") Permit Number: Legal Description : 17-2S-29E .41 PT Gov't Lot 3 Parcel# Floor Area of- Sq.Ft. q• t Valuation of Work$ Z&4W Proposed Work heated/cooled 1280 sg.ft. non-heated/cooled 186 sq.ft. /BOJ 000 Class of Work(circle one): New(X) Addition Alteration Repair Move Demolition pool/spa window/door Use of existing/proposed structure(s)(circle one): Commercial Residential (X)) If an existing structure,is a fire sprinkler system installed? (Circle one): Yes No N/A Florida Product Approval# attached For multiple products use product approval form Describe in detail the type of work to be performed: Construct new Quad-(4 units- attached) Single Family homes Property Owner Information: Name: Beaches Habitat for Humanity Address: 797 Mayport Rd. City: Atlantic Beach State: FL Zip: 32233 Phone: 904-241-1222a E-Mail or Fax#(Optional)rpeterson(,beacheshabitat.org Contractor Information: Company Name:_201 Mayport Construction Management LLC Qualifying Agent: Robert J Peterson Address:2768 State Rd.AIA,#701 _City Atlantic Beach State FL. Zip: 32233 Office Phone : 850-294-6914 Job Site/Contact Number:#904-334-1202 Fax# 904-241-4310 State Certification/Registration# CGC-1506666 Architect Name&Phone#Julianne Overby;#904-704-8628 Engineer's Name &Phone# Fee Simple Title Holder Name and Address Bonding Company Name and Address Mortgage Lender Name and Address Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. This permit becomes null and void f 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 Electrical-Work,Plumbing,Signs, Wells, Pools, Furnaces, 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. l hereb certify that I have read and examined this application and know the same to be true and correct. All provisions of laws and ordinances governing this e of work will be complied with whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel the p istons of any other ederal,stat ,or loc 1 law regulating con ction or the performance of construction. Signature of Owne K ec-,-Z" Signature of Contractor . -�✓�_/ Print Name Pr _ EPe' U'i'Pia'CX Print Name .r-� -E�e lr .... ....................................... t................................................ .....�..ti ..............�......... ._S.+r t- .................................................... Sworn to and subscribed before me Sworn t9 and subscr bed before me this . " Day of l�P s o�( , 20 i Y this s r` Day of t [e,-,�CC ,20 i Y Notary Notary �,;�I- KY URRAY ;Fti `' - KYLE—M�JRRAY- MY COMMISSION#EE185723MY COMMISSICWY91*Cq&j •10 •�,�• ,, EXPIRES April 02,2016 4,• ,. EXPIRES AprN 02,2016 +or i�otsa caa Plan review 1795 Mayport Rd. January 7,2015 Dan Arlington 904-247-5813 (4)unit townhouse: 14-SFAT-644,14-SFAT-645,14SFAT-660,14-SFAT-661 Application Disapproved. Please address the following Comments: 1. The Code provisions for fire rating of exterior walls along property lines are contained in FBC-R302 2. The property lines of Units B and C are offset along the rear exterior walls of Units A and D. The exterior walls of Units A and D,along the offset property lines,include unprotected kitchen windows. Exception 11302.1.6 gives some flexibility to the general provisions,but is not limited to Fire Separation Distances perpendicular to the property line. Therefore,Exception 6 does not apply in this situation. All construction within 6 feet of the property line must comply with the provisions of R302. Please review FBC R302 and address fire-resistance rated assemblies,including exterior walls,openings in walls, wall projections,fire blocking,etc. 3. Stucco exterior wall covering must comply with FRC-R703.6. Please provide details. 4. James Hardie lap siding must comply with installation instructions,including local wind pressures,blocking,and flashing. Please provide details. S Z�^yh`�L"� `s'`�`�� ll'b The 2010 FBC has additional flashing requirements for window flashing. 1(10s200 and 250,and provide details Please review FSC-8703.8 apalhe new referenced standards AMMA 111, PS' an plans that meet the new requirements. Two window flashing details that comply with 11703.8 can be found V at www.firstcoastchapter.oLg,ui#ler Codes/Standards,window flashing. 6. if soffit ventilation is removed,due to Comment 2 above,please review attic ventilation calculations. 7. General Notes:Your re-submittal should include two complete sets of plans.Please insert the revised pages into the plan sets,and pages removed from the stamped"Job copy"set,should be marked as"old set'and should be included in the re-submittal. If old"Job copy"drawings,are not resubmitted there will be additional pian review fee charged due to the amount of time necessary to review entire drawing again. ALL ITEMS changed or revised on plans and documents shall be identified by circling,clouding or identified by some other legible method.ADDITIONAL ITEMS MAY BE REQUIRED-DEPENDING ON NEW INFORMATION AND CLARITY OF FINAL PLANS SUBMITTED FOR REVIEW. v J CD O O O O n r^ O N C N n a O CD Nth N O S ¢ C n CL CD o Ate?UIQ A� E .�� D OCD �b �r Ej' CD p' x 'd z co o.. Q.• (Dco 0 7� .b co0 CD `� o O b4 n I A 'C `� (P O O n O N 'C n fD CD FD 0 p eD 0 CD P3 CD O CD z �� 1 CI. Y o CD � s a a cn u � S= n CD ■.�. o CA .i a ro ro n a� n o A G A� Plan review 1795 Mayport Rd. January 7,2015 Dan Arlington 904-247-5813 (4)unit townhouse: 14-SFAT-644,14-SFAT-645,14-SFAT-660,14-SFAT-661 Application Disapproved. Please address the following Comments: 1. The Code provisions for fire rating of exterior walls along property lines are contained in FBC-R302 2. The property lines of Units B and C are offset along the rear exterior walls of Units A and D. The exterior walls of Units A and D,along the offset property lines,include unprotected kitchen windows. Exception R302.1.6 gives some flexibility to the general provisions,but is not limited to Fire Separation Distances perpendicular to the ption 6 does not apply in this situation. All construction within 6 feet of the property line. Therefore,Exce property line must comply with the provisions of R302. Please review FBC-11302 and address fire-resistance rated assemblies,including exterior walls,openings in walls, wall projections,fire blocking,etc. 3. Stucco exterior wall covering must comply with FBC-11703.6. Please provide details. 4. James Hardie lap siding must comply with installation instructions,including local wind pressures,blocking,and flashing. Please provide details. 5.1 The 2010 FBC has additional flashing requirements for window flashing. Please review FBC-R703.8 and the new referenced standards AMMA 711,100,200,and 250,and provide details on plans that meet the new requirements. Two window flashing details that comply with 11703.8 can be found at www.firstcoastchapter.org under Codes/Standards,window flashing. 6.I If soffit ventilation is removed,due to Comment 2 above,please review attic ventilation calculations. I 7, General Notes:Your re-submittal should include two complete sets of plans.Please insert the revised pages into the plan sets,and pages removed from the stamped"Job copy"set,should be marked as"old set"and should be included in the re-submittal. If old"Job copy"drawings,are not resubmitted there will be additional plan review fee charged due to the amount of time necessary to review entire drawing again. ALL ITEMS changed or revised on plans and documents shall be identified by circling,clouding or identified by some other legible method.ADDITIONAL ITEMS MAY BE REQUIRED-DEPENDING ON NEW INFORMATION AND CLARITY OF FINAL PLANS SUBMITTED FOR REVIEW. 0.5 t v.A �e �'4� jI '\ \Jj y CITY OF ATLANTIC BEACH S� 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 (904)247-5800 Revision Request Sheet Date: Received by: Resubmitted: Permit Number: Clearance Sheet Number: h[ Original Plans Examiner: Project Name: Project Address: l l ci „,� Contractor: V'Z�L.± ;fO L G t L Contact Name: CIO V - 3 y- 12- ; .,2— Contact Phone Number: y-, Contact Fax Number: `]o y - Revision/Plan Check/Permit Fee(s)Due: $ Description of Proposed Revision to Existing Permit: Pending Hold: Ln4A.)-%k -6 Structural: Plumbing: l QA,K ev Lgcp S}enc i.e —et;�e,r,#,c a 1-�-,-kh Lnf lnskhltr,.( Acct, d,,,5 Mechanical: VI) bA-V^r 411( err Electrical: �- �'n �, •� Yt z j s s z ' <<�1 {',� rk�c� i W L'.I- ;; 4t� „iAl( CLrht•7 LG /'�t '.,S V7hyI• Misc.: J Additional Increase in Building Value: $ Additional Square Footage: Clearance Sheet/Site Plan Revised: Environmental Health Approval: By signing below,I(printnnmel y,�,-E 4e,�n affirm that the above revision is inclusive of the proposed changes. 9gnature of Contractor/Agent(Contractor must sign if increase in valuation) Date Office Use Only Date: Approved: Rejected: Notified by: Plan Review Comments: Plans Examiner Date Created oaiosios.iio Plan review 1795 Mayport Rd. January 7, 2015; March 3, 2015 Dan Arlington 904-247-5813 (4) unit townhouse: 14-SFAT-644, 14-SFAT-645, 14-SFAT-660, 14-SFAT-661 1. Sign and complete Energy Sheets before pick up of Permit and approved plans. 2. HOLD inspections after slab for the following: a. Please specify and provide details for Beam 1. b. Please verify no tension connections at top and bottom of roof brace detail. Please find marked-up detail and review connections with upward and downward wind pressures. 0C7 C) > 00 > > 0 P> �< > 13L, -i z o? > no 4X4 at- C� z 00 cn ON ?K tTj 10 10 1 1/2"MAx. J06 COPI .T MUS!s T F PIA -TI JOB m EB 2 5 WEMNIE;�DIAY FL �i 1� r-- i,\� - - > A � -n OX m �J ID 10 Cl UQ cn 0 ID ID t7 n 0 mo . = ::j GQ s 0 0 �4 M Z ' z wo (CD R z 0 -TD q m o ' 00 too co 10 NCD:' > M 00 Ar > cn C) --] C6 -Tl Lon 00 0 CA 0 cn hodcn 5r 41 00 / t7 4�C) MI 10 1 1/2"MAX. m tz WEDN�l C- sj -n -p 0 g IT, tTi --i m > O CD I n (D NO n z o co -E 0 C� ;.Ln o' CD i 0 �j � 9 0�—o VJ -P�l C) 4 :5- 0, 0 > ry 6) u Z ID =Wl I I.- -n p m 0 (D (D IM 1. w (=> r —VI.— CA) g m co K) m c:s 5. 171 (0 r\) CD > 0 m CITY OF ATLANTIC BEACH PUBLIC UTILITIES 1200 Sandpiper Lane ATLANTIC BEACH,FL 32233 (904) 270-2535 or(904)247-5874 NEW WATER/SEWER TAP REQUEST Date:,(Z Project Address: N,44,069y1' s40 - No. of Units: Commercial zResidential_��Multi-Family "' New Water Tap(s) &Meter(s) Meter Size(s) 3 I� New Irrigation Meter Upgrade Existing Meter from to (size) New Connection to City Sewer Name: Applicant Address: City: State: FL Zip: Phone Number: Cell Number: Email Address Fax: Signature: (Applicant) CITY STAFF USE ONLY Application#/`I—S,i4T-- (oaf 3 Water System Development Charge $ Sewer System Development Charge $ Ono• 00� Water Meter Only $ 5-. 00/ Water Meter Tap $ Sewer Tap $ Cross Connection $ Other $ TOTAL APPROVED: Donna Kaluzniak 9L44W (Utility Director or Authorized Stgnature) ALL TAP REQUEST MUST BE APPROVED BY UTLITIES DEPARTMENT BEFORE FEES CANBEASSESSED S� CITY OF ATLANTIC BEACH .� PUBLIC UTILITIES +� "r 1200 Sandpiper Lane ATLANTIC BEACH,FL 32233 r (904) 270-2535 or(904) 247-5874 NEW WATER/SEWER TAP REQUEST Date: I Z-I&-1Z Project Address: No. of Units:�_Commercial Residential Multi-Family 84 New Water Tap(s)&Meter(s) Meter Sizes) New Irrigation Meter Upgrade Existing Meter from to (size) New Connection to City Sewery/ Name: Applicant Address: City: State: FL Zip: Phone Number: Cell Number: Email Address Fax: Signature: (Applicant) �/ CITY STAFF USE ONLY Application#1 / -SF�(p/ Water System Development Charge $ 06 Sewer System Development Charge $ ry . no Water Meter Only $ /IRS 06 Water Meter Tap $ Sewer Tap $ Cross Connection $ SSD• y� Other $ TOTAL _,�a� APPROVED: Donna Kaluzniak 9, (Utility Director or Authorized Signature) ALL TAP REQUEST MUST BE APPROVED BY UTLITIES DEPARTMENT BEFORE FEES CAN BE ASSESSED City of A'tlan is BeacEn y BuildingDepartmovii:- _ APPLICATION NUMBER ;i 800 Seminole Road o be assigned by the Building Depart Hent.) �' - Atlantic Beach, Florida 32233-544517-' Phone(904)247-5826 . Fax(904)247-5845 City web-site: http://wvnm.coab.us �E )ate routed: Property Address:/7/.4" ///i9� 23 d C De mea-,rrircnre fiee o 0ojaoio er9 Yes No B ' A7J /n N nine ;' 'Zonin Tree Administrator Project: 'c Works U lic f_Jfli,tr Pu lic Safety Fire Serves-... Review fee $ Dept Signature Lrlq CONTRACTOR COi TAC ii' * APP LI CATION STATUS Reviewing Department f=irst Review: Approved. -- — (Circle one.) eniefr Comments: BUILDING PLANNING o:ZONING dy Reviewed by: ` TREE ADMIN. Date: Second Revie v: Approved as revised. DDenied. ---- Com mens: UB IC UTILITIES l PUBLIC SAFE l Reviewed by: Date:__ FIRE SERVICES Third Revieve. []Approved as revised. []Denier,. cora meni s: Reviewed by: --- Dale: j 3ED 09252094= Ck of A-i<Dawtiuc Beach APPLICATION Nl.liV113CR ing -°c tffldnlmc`.°� 800 Seminole Road -o be assigned by the Building Department) Atlantic Beach, Florida 32233-5445 Phone(904)247-5826 - Fax(904)247-5845 City web-site: http://wurw-,coab.us �. Jate routed: APPUCAT9 hi+ REVWW. AND TACKMAG FOR (rot revo& ,reo�euoa ed des No ptlicwu:� B O� O/1 nine Zonin T ree Administrator N-Clijact: �h�j'/� �i/.� c Woks J' u lic (_)iiirire Pu lic Seely Fire Services*-;. .. Review fee $ Dept Signature %C�- NTRAC UR EDAAA L s,�l-DORESS: CONTRACTOR CONTAC-if- APPMATION STATUS Reviewing Department f=irst Review: P94pproved. ❑Denie,; --- --- --- (Circle one-) gents: BUILDING PLANNING &ZONING TREE ADMIN.. Reviewed by: _ Date: G� - Second Review: []Approved as revised. ❑Denied-- PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Dare: _ FIRE SERVICES Third Reeviet3'C []Approved as revised. ❑Denied. Currents: Reviewed by: Dare: 3ED 09252014 Gotly of Mrianfic Beeach Btoflding Departmc-L-.a�� APPLICATION NUMBER li 800 Seminole Road 6 be assigned by the Building Depaobrnent.) Atlantic Beach, Florida 32233-5445 Phone(904)247-5826 , Fax(904)247-5845 City web-site: hftp://wviw.c,:)ab.us Date routed: APPUCATWN EVE W. AND TRACKONG FORM Propar'hf AddressJ79.,5" lq - OR 230 Do arlhinent review required yes No B AppHcay)'L'7'd AW t4,, nine Zonin Project * Tree.Adinninistrator C Woeks u lic Lhillfl Pu lic Safety Fire Setli--.ear;.. Review fee $ IOZ2 Dept Signature_ CONTRACTOR CONTAUI� ------------- APPLMAT�OH STATUS Reviewing Department First Review: Xpproved. (Circle one.) []Denj:el Cornments: BUILDING # • " �'-c PLANNING &ZONING TREE ADMIN. Reviewed by: Date: 17JZ- /7 S ec o n d R e v icAv: DApprovecas revised. PUBLIC WORKS Commnts: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by:. FIRE SERVICES ThirdRevic,,F ElApproved as revised. EjDenied-- Con-on-vents: Reviewed by: Date: 3ED 092520142 City ®x Atlantic Beach APPLICATION NUMBER Building Departmei be assigned by the Building Department-) 1 t�e 800 Seminole Road Atlantic Beach, Florida 322:33-5445 Phone(904)247-5826 - Fax(904)247-5845 City web-site: hftp://w�Arvv.t-,:)ab.us Date routed: APPLICATWK REVIEW AND TRACMG FORM V,roperh,,, Addlre�sj 7 9.4" 111,04 QT_11,ga Be arli'ment rev' idl in iew required--Ve—S _W0_ Appflcan-L, 1074 Adftr__*,Am ina Zonin Tr e Adi-ninistrator act: Works U lic Utifill PU lic Safety Fire Serj]i_--es Review fee. Dept Signature ti.'W'ONTRACTOR EMAIL ADDRESS CONTRACTOR CONTACT # APPMATION STATUS Reviewing Department First Review: ,Approved. [IDenie-1 (Circle one.) I Comments: BUILDING PLANNING & ZONING Reviewed by:. Date: TREE ADMIN. Second Review: [-]Approved as revised. DDenied- PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Revinvtt []Approved as revised. 11Denieo'. Comments: Reviewed by: VISED 09252014J BUILDING PERMIT APPLICATION CITY OF ATLANTIC BEACH ry 800 Seminole Road, Atlantic Beach, FL 32233 '' ' Office (904)247-5826 Fax (904)247-5845 ° Job Address: 1795 Mayport Rd, AB FL. 32233 (unit("C") Permit Number:141— GO Legal Description : 17-2S-29E .41 PT Gov't Lot 3 Parcel# Floor Area of: q. t. Sq. t Valuation of Work $ 5-000—Proposed Work heated/cooled 1280 sp.ft. non-heated/cooled 186 sa.ft. /ivy Coe Class of Work(circle one): New(X) Addition Alteration Repair Move Demolition pool/spa window/door Use of existing/proposed structure(s)(circle one): Commercial Residential (X)) If an existing structure,is a fire sprinkler system installed?(Circle one): Yes No N/A Florida Product Approval# attached For multiple products use product approval form Describe in detail the type of work i>;o be performed: Construct, new Quad-(4 units- attached) Single Family homes Property Owner Information: Name: Beaches Habitat for Humanity Address: 797 MMMort Rd. City: Atlantic Beach State: FL Zip: 32233 Phone: 904-241-1222 E-Mail or Fax#(Optional)rpeterson(7a,beacheshabitat.org Contractor Information: Company Name: 201 Mayport Construction Management LLC Qualifying Agent: Robert J Peterson Address:2768 State Rd.AIA,#701 City Atlantic Beach State FL.Zip: 32233 Office Phone : 850-294-6914 Job Site/Contact Number: #904-334-1202 Fax#-904-241-43 10 State Certification/Registration# CGC-1506666 Architect Name& Phone#Julianne Overby; #904-704-8628 Engineer's Name&Phone# Fee Simple Title Holder Name and Address Bonding Company Name and Address Mortgage Lender Name and Address Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. This permit becomes null and void f work is not commenced within six(6)months, or if construction or work is suspended or abandoned for a penod of six(6)months at anytime after work is commenced. I understand that separate permits must be secured for Electrical Work, Plumbing,Signs, Wells, Pools, Furnaces, 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. I hereby certify that I have read and examined this application and know the same to be true and correct. All provisions of laws and ordinances governing this type o1 work will be complied with whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel the proWsi s f any other federal,s°e,or ca law re gu ng co truction or the performance of construction. Signature of Owner � ' ��`"� r--�/��ci(�-, 1'n Signature of Contractor Print Name ......... ......_ ..!-� R ._�.. ^ '� Print Name ...... �r�. . ........... c ...�................................................. Sworn to and subscribed before me Sworn tq and subscried before me � this �,' Day of LV r-e el ,2011. this _3'_Day of l e c"r ,20 i Y Notary Notary Pualic HURRAY MURRAY •'� MY COMMISSION p EE185723 :•; •'? MY COMMIS 0 EXPIRES AprN 02,2016 EXPIRES AprN 02.2016 �o•�e.o�sa awn .!", .. 40 i�F61p wn CITY OF ATLANTIC BEACH PUBLIC UTILITIES 1200 Sandpiper Lane ATLANTIC BEACH,FL 32233 (904) 270-2535 or(904) 247-5874 NEW WATER/SEWER TAP REQUEST Date: !Z-/(o -/ Project Address: 479S— i i&y No. of Units: _Commercial Residential -VI"' Multi-Family New Water Tap(s)&Meter(s) Meter Sizes) ` New Irrigation Meter Upgrade Existing Meter from to (size) New Connection to City Sewer Name: Applicant Address: City: State: FL Zip: Phone Number: Cell Number: Email Address Fax: Signature: (Applicant) CITY STAFF USE ONLY Application# ��' S��-�`�T Water System Development Charge $ IVO,O, 00 Sewer System Development Charge $ Q SCS 4 C) Water Meter Only $ / S o CJ Water Meter Tap $ Sewer Tap $ Cross Connection $ • Od Other $ TOTAL $ �d APPROVED: Donna Kaluzniak 9f 4H / /g/l Y (Utility Director or Authorized Signature) ALL TAP REQUEST MUST BE APPROVED BY UTLITIES DEPARTMENT BEFORE FEES CAN BE ASSESSED City of Atlantic Beach I y, APPLICATION NUMBER + Building l�ep r>(BUlers'� -o be assigned by the 6F BuildingDepariment.)800 Seminole Road I !! Atlantic Beach, Florida 32233-5445 1 / �7 Phone(904)247-5826 - Fax(904)247-5845 City web-site: http://www.coab.us �. Date routed: / -- APPUCATION!! REVWWN. AND TRACK IG FORS Property Addre�s: �� � Q o' R � h iD 1thzrden review required fifes iNJo / Bulldina Applicant: d fanning ':Zo g I ree/-drninistrator Project: �' n E [J Public Wolk ublic l_ltilitie Public Safety f=ire Ser:i.es-„ Review fee Dept Signatur "C;ONI TRACTO EMAIL Al-1-IDIRESS CONTRACTOR CONTAC-r-1- APPILIG TION STATUS Reviewing iDepartment f=irst Review: 'K'Approved. enie-r ---------- (Circle one.) First s: BUILDING PLANNING o: ZONING ( ._ Reviewed by: _ Date: TREE ADMIN. Second Revievau: []Approved as revised. ❑Denied. i C W � t;®�rrraes�uts:C UTILI -IC SAFE- Y Reviewed by:SERVICES Third Review:. []Approved as revised. []Denied. Co«Yrments: Reviewed by: SED 09252014. City of A"LrMnfic Beach APPLICATION NUMBER &Hding Depar�mrs�-,i`f 'To be assigned by the Building Department.) il 800 Seminole Road Atlantic Beach, Florida '022:33-5445 r / C�Kl�7 li Phone(904)247-5826 - Fax(904)247-5845 City web-site: http://www.c,:)ab.us f. Date routed: APPUCATIONREVIBAN AND TRACKMAG FORM 9.r 0 A?Ay z'd 0 jwndent review required Yes No Propeir�ry A ddress: �) BLIildina­ eview rdent U rp AppHcan'L lanninc Z o g Treenj - �i ree -anninistrator Project: PU bI ic Work Lrublic C-hilitie, LPublic-S'afe-ty Fire Serv!'cea-.... Review fee Dept Signature -CO, NITRACTOR EHAAOL A D DRESS, ti-ONTRACTOR CONTACT W"" APPILMATMH STATUS Reviewing Department First Review., -Approved. ElDenie-1 Comments:(Circle one.) Comments: BUILDING PLANNING 001,ZONING Reviewed by: Date: TREE ADMIN. Second Revieiv: ElApproved as revised. OlDenied PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: FIRE SERVICES Third Review:, DAPproved as revised. OlDenied. Comments: Reviewed by: SED 09252014 City acv Atlantic Beach (1 APPLICATION NUMBER Building Deprnra67"l ;-o be assigned by the Building Deparlrnent.) Seminole Road Atlantic Beach, Florida '022:33-5445 Phone(904)247-5826 • Fax(904)247-5845 II City web-site: http://wvtrw-c,)ab.us Date routed: APP CATIONEVUAi:J AMC) TRACKNG FORME Property Address: / / 6(� a � � � ��ment review required ales No / Buildinc App!!icant:O 11 fanning -.Zo g Tree -dna ilistrator Project: S-) 'n PLiblic Vkloi'k ublic Utilitle Public Lia ely Fire Servl es-:. . . Review fee /D O Dept Signature �-- APPLICATION STATUS Reviewing Department First Review: Approved. ❑Deniefr -- --- - ---- (Circle one.) Comments: BUILDING PLANNING o:ZONING Reviewed by.- Z/ _ Date: / /7//,4/ T REE ADMIN- Second Revicnpa,: Approved as revised. ❑Denied. PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Revieve. ❑Approved as revised. []Denier'. Cornivients: Reviewed by: !SED 09252014 City of A-drantic Beach APPLICATION NUMBER Building Departmev�`l o be assigned by the Building Department.) 800 Seminole Road Atlantic Beach, Florida 322:33-5445 7 Phone(904)247-5826 - Fax(904)247-5845 City web-site: http://wvwiw.c,Dab.us Date routed: L APPLICATION REVIEW AND TRACKS HG FORM Proper-Ay Address: iae review required Yes No /rjl� -BLIildina; _tanning zo >lg ppflcan1i:,?'0j--;-� 1A Project: n1l Lt" 'tT� e h ublic Work_ _ru-blic Ll ilit:�ie Public Safety Fire Serv'irces- Review fee Dept Signature ­-0NTRACT0rrZ' 'E'�',,qAiL ADDRESS �30NTRACTOR CONT AC'1- APPLICATION STATUS Reviewing Department First Review: Approved. DDen'je,-; (Circle one-) Comments: 3 BUILDING PLANNING C& ZONING Reviewed by: Date- TREE ADMIN. Second Review: nApproved as revised. FIDenied. PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: FIRE SERVICES Third Revieu-te. E]Approved as revised. []Denied. Comments: Reviewed by: Date: VISED 09252014' BUILDING PERMIT APPLICATION CITY OF ATLANTIC BEACH 800 Seminole Road, Atlantic Beach, FL 32233 Office (904) 247-5826 Fax (904) 247-5845 Job Address: 1795 Mayport Rd, AB FL. 32233 (unit("D") Permit Number: lq— 5,P ,4 7- Y/V Legal Description : 17-2S-29E .41 PT Gov't Lot 3 Parcel# Floor Area o : q. t Sq. t Valuation of Work$_jjPW Proposed Work heated/cooled 1280 sp.ft. non-heated/cooled 186 sa.ft. //o 0d0 . Class of Work(circle one): New(X) Addition Alteration Repair Move Demolition pool/spa window/door Use of existing/proposed structure(s)(circle one): Commercial Residential (X If an existing structure,is a fire sprinkler system installed?(Circle one): Yes No(X) N/A Florida Product Approval# attached For multiple products use product approval form Describe in detail the type of work to be performed: Construct new Quad-(4 units- attached) Single Family homes Property Owner Information: Name: Beaches Habitat for Humanity Address: 797 Mayport Rd. City: Atlantic Beach State: FL Zip: 32233 Phone: 904-241-1222 E-Mail or Fax#(Optional)rRetersonA&e_acheshabitat.ora Contractor Information: Company Name: 201 Mayport Construction Management, LLC Qualifying Agent: Robert J Peterson Address:2768 State Rd.AIA.#701 City Atlantic Beach State FL.Zip: 32233 Office Phone : 850-294-6914 Job Site/Contact Number:#904-334-1202 Fax# 904-241-4310 State Certification/Registration# CGC-1506666 Architect Name& Phone#Julianne Overby, #904-704-8628 Engineer's Name&Phone# Fee Simple Title Holder Name and Address Bonding Company Name and Address Mortgage Lender Name and Address Application is hereby made to obtain a permit to do the work and installations as indicated. 1 certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet 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 16)months at any time after work is commenced. I understand that separate permits must be secured for Electrical Work, Plumbing,Signs, Wells,Pools, Furnaces, Boilers,Heaters, Tanks and Air Conditioners,eta 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 Y61JR NOTICE OF COMMENCEMENT. 1 hereb certify that 1 have read and examined this application and know the same to be true and correct. All provisions of laws and ordinances governing this type of work will be complied with whether speed herein or not. The granting of a permit does not presume to give authority to violate or cancel the provision any other federal,st e,orae l law regulatin�on or the=a o �ctlgn. _ Signature of Gumer Signature of Contract_ Print Name 1 oP1 '��C Print Name �b�� -....h. 5. ' .................................................... ......................................................... ................................................ Sworn Y_ and subscribed before me Sworn t9 and subscribed before me this 3` Day of 31ec e ,201 N this —Day of 6e c r..•be ,201 y Notary Publi ,•,• ,_ URRAY NotaryP ,� � _- V� M. MY C0INMISSION EE185723 '�: ,N MY COMM153tpFf1 10 EXPIRES AprN 02,2016 ,l,� ,• EXPIRES April 02,2016 +os �e ossa ssrra oom Fbrd&NctwvSer„ice a,,,, NOTICE OF COMMENCEMENT lY'5F,47-660 f /"/V/ f 6 y� 6y5(PREPARE IN DUPLICATE) Permit No. Tax Folio No. State of re— County of 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: 17-25-29E .41 Pt Govt Lot 3 Address of property being improved: 1795 Mayport Rd. Atlantic Beach, FL 32233 General description of improvements: Construction of new QuadPlex (4 uit attached) Single Family Homes Owner Beaches Habitat for Humanity Address 797 Mayport Rd, Atlantic Beach, FL 32233 Owner's interest in site of the improvement 100% Fee Simple Titleholder(if other than owner) Name Address Contractor 201 Mayport Construction Management, LLC(#CGC-150-1506666) Address 2768 State Rd.A1A,Atlantic Beach,FL 32233 Phone No. 904-334-1202 Fax No. 904-241-4310 Surety(if any) Address Amount of bond$ Phone 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 Robert Peterson Address 2768 State Rd. A1A Atlantic Beach, FL 32233 Phone N0. 904-334-1202 Fax No.904-241-4310 In addition to himself,owner designates the following person to receive a copy of the Lienor's Notice as provided in Section 713.06(2)(b). Florida Statutes.(Fill in at Owner's option). Name Address Phone 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): THIS SPACE FOR RECORDER'S USE ONLY (� OWNER Signed: K- 1F� DATE Before me Is L day of E�IL'F' M the Page 1688. County of Duval.State of Fra.has ner.� so_ nal�y eppeared OR BK 16992 Pag , 'Moo �t herein by D0c#20142(1045, himself!herself and affirms that All statements and declarations herein Number Pages:1 are true and accurate Recorded 12`03:2014 at 10.08 AM, Ronnie Fussell CLERK CIRCUIT COURT DUVAL COUNTY ��� RECORDING$10.00 Notary Public at Large.St o M commission expires: ersonally Known {�T23 Pro uce_T cation EXPIRES AprN 02.2016 44071 3jO;8-0153 Pandallowry3ervim CM FILE COPS M Turner MAIN OFFICE:480 Emma AVENUE,SOUTH, JACKSONVILLE,FLORIDA 32205 ,Pest f'nuxt @93$0433D0•FAr,904-353-1488•Tou Fx $00-22$-5305•www.tunNcflres1.cuM ST.MAxrn,GA.-912-576.1300 OCALA,Fu.-352-351-4386 .�.. ®Control DAYTONA BEACH,Fu.-386-788.8303 PORT ST.LUCIE,FLA.-772.592.0078 What's Bugging You? MELBOURNE,FLA.-321-951-3325 TANI A,FLA.-813-581.6381 NOTICE OF INTENT FOR 1PREVENTATIvF TREATMENTS AGAINST TERMITES by Florida Building Code.FBC 104.2.61) Address: �_ fv�a y p u _f4 Lot: (�N BlocAt: - -- Date: ALL STRUCTURAL CHANGES BORA CARE Termiticidc(Wood Trc.0 nIL 1111) ARE TO BE REPORTED Product Used FOR RETREATMENT I)iLqdium Octabwate Tetrahydrate 23%Active Ingredient Chemical used(active ingredient) Percent Concentration Application will be pgr—for a onto structural woqj a ed-in stagc o�rl c6ol' Stage of treatment(Horizontal,Vertical,Adjoining Slab,retreat of disturbed area) BORA-CARE Termiticide application shall be applied according to EPA registratcd label directions as stated in the Florida Rgilding,Code Section 1816,128 (INFORMATION TO BE PROVIDED TO LOCAL BUILDING CODE OFFICES PRIOR TO CONCRETE FOUNDATION INSTALLATION) City of A,'i<iarnttuc: Beach APPLICATION I`�iUM13C�, 'f �„�,`_ B��uldorrua�, [r�e�r�arrl�BTrlie`'��� --7'6 be assigned by the Building Depariment.) 800 Seminole Road g If - Atlantic Beach, Florida 322:33-5445 /�J Phone(904)247-5826 • Fax(904)247-5845 City web-site: http://w"w.-ci:)ab.us �• Date routed: Z AP UCA g0 UN REVWW, AND T ACKNNG FOR 11--31rropeirty Address: �? /l d � I aria rami! rrQe�u�� required yes No �m la �aw'u: �Q� A OA /JOE /xing 2onin ree -drninisfrator PE'ojec't: �� C � ublic Wo;<s ublic hili Public S=c--ety Fire Review fee � � Dept Signature !�'LENT RAC TOK ENWAL AI DRESs, CONTRACTOR CONTACT # AP LIQ TIOH STATUS Reviewing �e�aaa-tr-nent f=irst Revie�nr: Approved. -- ------------ JJ�X" eniefi (Circle one.) Comments: BUILDING PLANNING o:ZONING Reviewed by:_0" Date- TREE ADMIN. Second Review: []Approved as revised. Denied. P WOR S Comments: UBLIC UTILITIES / PUBLIC SAFE— ' Reviewed by: FIRE SERVICES Third Reviel:lr: []Approved as revised. []Denied. Comments.: Reviewed by: Date: 3ED 09252014 City of Atlantic Be,-,IcEq I! Building DepanlmevAPPLICATION NUMBER 800 Seminole Road 6 be assigned by the Building Department.) Atlantic Beach, Florida 322:33-5445 z-� jj Phone(904)247-5826 - Fax(904)247 City web-site: http://wv�fw.c�:)ab.us -5845 Date routed: APPUCATWNI REVIEW, AND TRACKONG FORM Property Address: hz4 va& /?d 77rZ i ari-TMnent review r equored Yes No Buildin Applicant C�61 IM 1/409 ing ;'tonin Project: i re=:1-11 Milistra-tor ublic;Wo_rl s ublic (L I-till Public Safety Fire Serv';C&S-.:_­ Review fee $ Dept Signature ,NTRACTOR EMAiL CONTRACTOR CONTACT * APPMATIWq STATUS r-N-Dviewing Department Mist Review: pproved. (Circle one.) tll�9p E]Denj:e,l Comments: BUILDING PLANNING &ZONING TREE ADMIN. Reviewed by: Date Second Review: [Approved as revised, DDenied. PUBLIC WORKS Comments-- PUBLIC UTILITIES PUBLIC SAFETY Reviewed by:. Dare: FIRE SERVICES Third RevleA [:]Approved as revised. 0Denier:.________�--------- Cornments: Reviewed by: Date: 3ED 09252014 City of Atlantic Beach APPLICATION NUMBER Building Departme,-' 6 be assigned by the Building Department. 800 Seminole Road , `- Atlantic Beach, Florida 322:33-5445 ii H_ Phone(904)247-5826 - Fax(904)247-5845 City web-site: http://wvnfw.c,)ab.us I Date ro:u::te:d: APPLICATION REVIEW AND TRACKM FORM/1 Property Address: 17161�'R� arlh-nent review required Uildin Appfican'L 0261_- fi!677 IM 461 ing "..Zonin I ree ..i-n;nistrator Project: ublic Wor<s ublic U-till ublic salf ty Review fee Dept Signature C-ONTRACTOR EMAIL ADDRESS CONTRACTOR CONTACT # APPMATION STATUS Reviewing DepartmentFirst Review: '-ir NApproved. []Deni_,! (Circle one.) Comments: BUILDING PLANNING &ZONING Reviewed by: TREE ADMIN. Date- -3to -If, Second Review: [-]Approved as revised. OlDenied. PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by:. Date:----- FIRE SERVICES Third Reviniif: []Approved as revised. E]Denieo. Comments: Reviewed by: Date: ASED 0925209.-t City of Atlantic Beach APPLICATION NUMBER BuildingDepartmen'-f 800 Seminole Road 6 be assigned by the Building Department.) Atlantic Beach, Florida 322:33-5445 fI{ jj if , Phone(904)247-5826 - Fax(904)247-5845 70 City web-site: http://wvtrw.ciDab.us I H mate routed: APPUCATWN REVWINANDO TRACKMAG FORM Pre peeiry Address:/7 a 7:;rAe a'r1'Tr0rj(;Mt review rOquired Yes No Applicant, dl Buildin My �cz-onin Tree -Ministratol- V ublic Wo, s u lic Ut.111 Public 'Safety Fire Serv:',­&s::. ..­-. Review fee Dept Signat u re CONTRACTOR EMAIL ADJORESS CONTRACTOR APP DATION STATUS Re-viewing (Department First Review: 2(AI--)proved. []Den: (Circle one.) Comments: ;er! BUILDING PLANNING &ZONING TREE ADMIN. Reviewed by: Date:l-'-117 Second Revimv: [Approved as revised. E]Denied- PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: FIRE SERVICES Third Revielb'V: []Approved as revised. [JIDenied. Comments: Reviewed by: Date. 3ED 09252014 �, y y b b .til > ::I o viz � > o C cn � � c CD �� CD C1 NCD CL .h OrCD 'C CC—D n UQ —h CCD (D CD y 11 CD UOQ O A L1 --j d UQ CD a ° O O O SI) O CD 00 0. r a cD Q- O coo CD '+ r rb N "I O cn Q. W O ° UOQ CCD o d CDCDc o A CD CD /r 0 c °' °n- p- � C� � aq C" Cl (D o �~ c � a � C Y C a CD cD CD O -- '* o C n T7 'TJ CDD rl r A CDD 00 0 Com~ a . °a cr0' � y CD 0v c -- i �•.O C� CD � A4 vi C t d n �. "D00v1 , v, -9�, w "o00v �, G1 � G� � n �' � o �? Z °o 'o o r' o o °o °o °�, 5 °o ¢. 0 O O CD `° a: ° Q- ° � � CD zs p Z a o pcr o 7d G� o 'r ¢- c, �. CD _ CDC) CD � CDo ° p o r? CD rA OQ ° (D r .-•o (D CD O � C O cn cn CD CD z n O r z n r-• N � N Q d O � � [ O CD CD CD CD -C3 El -C3 a CDZ r CD ° v' a b b o � 0 a 0 CD CD r CD CD CD ° P;- o CD '' CD CL CD ac p z CD � O CD CD (D C) r n O r z o� r a n W v a ' 1 (yD O C O 0O I= CD 'C 004 Cy' ¢ N _ '17 O n O ¢ C) �t C) ¢ Z ° OQ P CD CD O0 CD C CD CD 0 eD o Z opo. z ~� a. � � o O p o CDal CD CD d CD CD CD r-L Gz7 y °o CD Cr CD p ►� o� o � CD ° as b • w C7, CL ° SID w N n CD 0 p p 0 CD Cr CDo a ° O NCD 0 CD r•r CD rJQ -t p CDDCDN 0 ►~ 'T1 44v' (D' �'-' C O. TJ �. fDy OQ77 CD 0 '� � CDD � a c+ Z n O O Cl- r ° I E ... cDp 3 O '� Z cn O CD CT Q-CD CEJ K p N UQ A� CD C O. 'r7 'L3 O �] CD� C a cD v O p• CD Z¢' pQ G. OcrCD V] CD CD 0 � b '0 C O -e oil O N O CD 0 CCD C y CD o o CD rAZ CL o' c CD CD o �� + rC n CD t W go h CCD 0 0 0 0 . CD x IQ IQ CL CDD W 0 ,n �. CD C" CD CD N'� O. O CD < G o �• � a CDCL o o' ° zr P CD JULIUS LEE PE. RE: 628610 - 1109 COASTAL BAY BLVD, BOYNTON BEACH, FL 33435 Site Information: Project Customer: Beached Habitat Project Name: 628610 Model: Quadplex Lot/Block: . Subdivision: . Address: 1795 Mayport Rd City: Duval State: Florida Name Address and License#of Structural Engineer of Record, If there is one, for the building. Name: Woodward, Elizabeth A., PE License#: 61947 Address: 9719 Heckscher Dr. City: Jacksonville State: Florida General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2010/TP12007 Design Program: MiTek 20/20 7.3-8.0d a C) Wind Code: ASCE 7-10 Wind Speed: 130 mph Floor Load: 55.0 psf Roof Load: 32.0 psf G0.m0 a, - tuC This package includes 52 individual, dated Truss Design Drawings and 0 Additional Drawi With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer am this index tA et conforms to 61 G15-31.003, section 5 of the Florida Board of Professional Engineer's Rules. O This document processed per section 16G15-23.003 of the Florida Board of Profeslionals Rules z ,-� In the event of changes from Builder or E.O.R. additional coversheets and drawings ma acg p this coversheet. The latest approval dates supersede and replace the previtius drawings O No. Seal# Truss Name Date No. Seal# 'Truss Name I Date z T �; E NCS 1 119074878 CJ01 12/8/014 18 119074895 I F10 12/8/01 r u y'�, O , 2 119074879 ICJ02 12/8/014 119 119074896 11 F1 1 12/8/01 13 119074880 1 CJ03 12/8/014 120 119074897 1 F12 112/8/01 ti e a Q 14 119074881 1CJ04 12/8/014 121 119074898 F13 112/8/01 15 119074882 1CJ05 12/8/014 122 119074899 I F14 1 12/8/014:{1 t m t o 16 119074883 1 CJ06 12/8/014 123 119074900 1 F15 12/8/01 O 4; c r 7 19074884 EJ01 12/8/014 124 19074901 F16 12/8/014E r E z.o a 18 119074885 I EJ02 112/8/014 125 119074902 I F17 12/8/014Jy 9 119074886 IF01 12/8/014 126 119074903 F1812/8/01, Q r is ` 0 10 19074887 F02 1 12/8/014 27 119074904 F19 12/8/014'' �_, 0 N 11 19074888 F03 12/8/014 28 19074905 F20 12/8/01'4 y L ro p 112 119074889 I F04 112/8/014 129 119074906 1 F21 112/8/014 T ; > j 113 119074890 1 F05 12/8/014 130 119074907 1 F22 112/8/014 � O d. 14 119074891 1 F06 112/8/014 131 119074908 I F23 112/8/01 r R ~ :. a 1 15 119074892 1 F07 12/8/014 132 119074909 1 HJ01 112/8/014 L. o a 16 19074893 1 F08 12/8/014 133 119074910 1 HJ02 1 12/8/014 ` o y v F �17 119074894 1 F09 112/8/014 134 !19074911 1 T01 112/8/014 U D L `,��IlI11/��� The truss drawing(s)referenced above have been prepared by MiTek `� us Industries, Inc. under my direct supervision based on the parameters �,\ •.• provided by Builders FirstSource(Jax). �J•'' NSF Truss Design Engineer's Name: Julius Lee Q _ * 0 34869 0 _ -0 My license renewal date for the state of Florida is February 2 1 NOTE:The seal on these drawings indicate acceptance of � p ' STATE OF professional engineering responsibility solely for the truss :'� components shown. The suitability and use of this component � S••�coRlDP. for any particular building is the responsibility of the building �/, /0W, designer, per ANSI/TPI-1 Chapter 2. �'0111110 cember 8,2014 1 of 4 Julius Lee Job Truss Truss Type Qty ply 19074878 628610 CJ01 JACK 6 1 ' Job Reference(optional) Builders FirstSource, Jacksonville,FI 32244 7.350 s Sep 27 2012 Mffek Industries,Inc. Mon Dec 08 15:04:42 2014 Page 1 ID:_8kMQOglCcvBYV7m4?iycCyToxk-Of xCRLSP2?fnDJgBgPzRFXZaBLMpSDXm4kSBgyB_q -2-0-D 2-M 1130 s 2 a.m F 81 Ti X 41 Plate Offsets X Y: 2:0-37 Ed e LOADING(psf) SPACING 2-M CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.30 Vert(LL) 0.00 2-4 >999 240 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.14 Vert(TL) 0.00 2.4 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TQ 0.00 Na rVa BCDL 5.0 Code FBC2010/TPI2007 (Matrix) Weight:8 Ib FT=20% LUMBER BRACING TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 1-6-0 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 duan truss erection in accordance with Stabilizer Installation auide. REACTIONS (Ib/size) 2=195/0-3-8 (min.0-1-8),4=-24/Mechanical Max Horz 2=61(LC 8) Max Uplift2=-255(LC 8),4=-32(LC 2) Max Grav2=237(LC2),4=50(LC8) \\\\�` S• ////// FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. J•••' NOTES (7-9) 1)Wind:ASCE 7-10,Vult--130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf,h=24ft;Cat.II;Exp C;Encl.,GCpi=0.18;MWFRS = 1 1 (envelope)gable end zone and C-C Extedor(2)zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip 7C , 34869 7C 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 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the — Of _ bottom chord and any other members. - 4)All bearings are assumed to be SP No.2 crushing capacity of 565 psi. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 255 Ib uplift at joint 2 and 32 Ib uplift at joint 4. STATE OF •• ��\ 6)"Semi-rigid pftchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. i ••• 7)This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the •••,FL ORIO P •' responsibility of the building designer per ANSI TPI 1 as referenced by the building code. v(� •.••••••. • \v 8)Note:Visually graded lumber designation SP,represents new lumber design values as per SPI B. �j/ s� •G\\\ 9)Truss Design Engineer.Julius Lee,PE:Florida RE.License No,34869:Address:1109 Coastal Bay Blvd,Boynton Beach,FL 33435 / 0 V \ LOAD CASE(S)Standard //,J J �)��,`\\\ December 8,201,e WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERENCE PAGE M0-74'3 BEFORE USE. Design valid for use only with MiTek connectors-This design is based only upon parameters shown,and is for an individual building component. Applicability of design paramenters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the Julius Lee PE. erector. Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding 1109 Coastal Bay fabrication,quality control,storage,delivery,erection and bracing,consult ANSVTPI1 Quality Criteria,DSB-89 and BCSI1 Building Component Boynton Beach,FL 33435 Safety Information available from Truss Plate Institute,583 D'Onofrio Drive,Madison,VVI 53719. Job Truss Truss Type pty ply 19074880 628610 CJ03 Jack-Open Truss 6 1 r �Job Referenceo Sona Builders FirstSource, Jacksonville,F132244 7.350 s Sep 27 2012 MTek Industries,Inc. Mon Dec 08 15:04:43 2014 Page 1 ID:_8kMQOglCcvBYV7m4?iycCyToxk-UsYJPnL4AL7WPMuskXwC_S4jLbecYvTh_kT?j7yB_ I -2-0-0 5-0-0 2.0-0 5-0-0 1:1a7 9 9a0 1 2 T1 ""1111 1 B1 b4= 0''1-2 LOADING(psf) SPACING 2-M CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.36 Vert(LL) -0.03 2-4 >999 240 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.21 Vert(TL) -0.05 2-4 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 We We BCDL 5.0 Code FBC2010ITPI2007 (Matrix) Weight:18 Ib FT=20% LUMBER BRACING TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 540-0 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 Bunn truss erection in accordance with Stabilizer Installation ouide. REACTIONS (Ib/size) 3=80/Mechanical,2=251/0-5-8 (min.0-1-8),4=24/Mechanical Max Horz 2=98(LC 8) Max Uplift3=-90(LC 12),2=-251(LC 8) Max Grav 3=98(LC 2),2=302(LC 2),4=71(LC 3) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. \�\�` NOTES (7-9) Q `V .'• \CENS,�•••�iC\ 1)Wind:ASCE 7-10,Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf,BCDL=3.Opsf,h=24ft,Cat.II;Exp C,Encl.,GCpi=0.18;MWFRS •7 \� (envelope)gable end zone and C-C Exterior(2)zone,C-C for members and forces 8 MWFRS for reactions shown,Lumber DOL=1.60 plate grip = y •• 1 i DOL=1.60 7` 34869 7C 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)All bearings are assumed to be SP No.2 crushing capacity of 565 psi. � ...... 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 90 Ib uplift at joint 3 and 251 Ib uplift at joint 2. of �_ •••�� 6)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. STATE OF 7)This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the •• responsibility of the building designer per ANSI TPI 1 as referenced by the building code. .FC ORIO P •• \ 8)Note:Visually graded lumber designation SP,represents new lumber design values as per SPIB. v(�(�•• •. _ 9)Truss Design Engineer:Julius Lee,PE:Florida P.E.License No.34869:Address:1109 Coastal Bay Blvd.Boynton Beach,FL 33435 �j/ tJ •�i� \� LOAD CASE(S)Standard /�//O�(A`\ December 8,201,e ® WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 BEFORE USE. Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component. Applicability of design paramenters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the Julius Lee PE. erector. Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding 1109 Coastal Bay fabrication,quality control,storage,delivery,erection and bracing,consult ANSVTP11 Quality Criteria,DSB-89 and BCSI1 Building Component Boynton Beach,FL 33435 Safety Information available from Truss Plate Institute,583 D'Onofdo Drive,Madison,W 53719. Job Truss Truss TypeQty ply 19074882 628610 CJ05 Jack-Open Truss 8 1 Job Reference(optional) Builders FirstSource, Jacksonville,FI 32244 7.350 s Sep 27 2012 MTek Industries,Inc. Mon Dec OB 15:04:45 2014 Page 1 I D:_8kMQOgI CcvBYV7m4?iycCyToxk-QEg4gTNKizNEeg 1 Esyyg3t93zOOFOpy_S2y6o?yB_q -0-0 3-0-0 210 3-0-0 aS—.11oa s 4.w u 4 I Tt e1 4 Ivo= 1 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.36 Vart(LL) -0.00 24 -999 240 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.07 Vert(TQ -0.01 24 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 We Na BCDL 5.0 Code FBC2010/TPI2007 (Matrix) Weight:12 Ib FT=20% LUMBER BRACING TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed duringWss erection in accordance with Stabilizer Installation guide. REACTIONS (Ib/size) 3=24/Mechanical,2=210/0-3-8 (min.0-1-8),4=14/Mechanical Max Horz 2=97(LC 8) Max Uplift3=-36(LC 12),2=-232(LC 8) Max Grav 3=29(LC 2),2=254(LC 2),4=42(LC 3) FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. ��\ `v S •r\• //// NOTES (7-9) �CENS,,- 1)Wind:ASCE 7-10;Vult--130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf,h=24ft;Cat.ll;Exp C;End.,GCpi=0.18;MWFRS (envelope)gable end zone and C-C Extenor(2)zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip = ',• 1 DOL=1.60 34869 7� 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)All bearings are assumed to be SP No.2 crushing capacity of 565 psi. ...... 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 36 Ib uplift at joint 3 and 232 Ib uplift at joint 2. 6)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. `V 7)This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the STATE OF ,•���` responsibility of the building designer per ANSI TPI 1 as referenced by the building code. ••,•R�OR(�P , 8)Note:Visually graded lumber designation SP,represents new lumber design values as per SPIE. '•.....•• �� 9)Truss Design Engineer.Julius Lee,PE:Florida P.E.License No.34869:Address:1109 Coastal Bay Blvd.Boynton Beach,FL 33435 \ LOAD CASE(S)Standard /.,, NIAL,\\\\ December 8,201,e WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mli-7473 BEFORE USE Design valid for use only with MTek connectors.This design is based only upon parameters shown,and is for an individual building component. Applicability of design parementers and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibility of the Julius Lee PE. erector. Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding 1109 Coastal Bay fabrication,quality control,storage,delivery,erection and bracing,consuk ANSVTPII Quality Criteria,DSB-89 and SCS11 Building Component Boynton Beach,FL 33435 Safety Information available from Truss Plate Institute,583 D'Onofrio Drive,Madison,VA 53719. Job Truss Truss Type Qty Ply 19074884 628610 EJ01 Jack-Partial Truss 8 1 s Job Reference o bona Builders FirstSource, Jacksonville,FI 32244 7.350 s Sep 27 2012 MiTek Industries,Inc. Mon Dec 08 15:04:47 2014 Page 1 .7-0-0 ID:_8kMQOglCcvBYV7m4?iycCyToxk-MdngF8OaDadyu_BdzN?881 FJrC_sUjSGvM RCsuyB_q 7-0..0 2-0-0 7-041 S--117.5 0 9.fO T1 i 2 81 1 LOADING(psf) SPACING 2-M CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.65 Vert(LL) -0.12 24 >663 240 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.44 Vert(TL) -0.21 24 >379 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 We We BCDL 5.0 Code FBC2010rrP12007 (Matrix) Weight:24 Ib FT=20 LUMBER BRACING TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed Burin truss erection in accordance with Stabilizer Installation ouide. REACTIONS (Ib/size) 3=131/Mechanical,2=298/0-5-8 (min.0-1-8),4=34/Mechanical Max Horz 2=89(LC 8) Max Uplift3=-93(LC 12),2=-183(LC 8) Max Grav 3=160(LC 2),2=358(LC 2),4=101(LC 3) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES (7-9) \\ `V�'• }GENS, ••.�� i 1)Wind:ASCE 7-10,Vult--130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=24ft,Cat.ll;Exp C,End.,GCpi=0.18;MWFRS •7 (envelope)and C-C Extenor(2)zone;C-C for members and forces 8 M WFRS 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. _ 7C 34869 7C _ 3)'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. 4)All bearings are assumed to be SP No.2 crushing capacity of 565 psi. — –0 _ 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 93 Ib uplift at joint 3 and 183 Ib uplift at joint 2. r•� ��v'J...... 6)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. ••A. 7)This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. i STATE OF ` 8)Note:Visually graded lumber designation SP,represents new lumber design values as per SPIB. F P •• \ 9)Truss Design Engineer.Julius Lee,PE:Florida P.E.License No.34869:Address:1109 Coastal Bay Blvd.Boynton Beach,FL 33435 0 '• t ORIO •. \\ LOAD CASE(S)Standard /� V ///0AL i i December 8,201,e A WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 BEFORE USE Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component. Applicability of design paramenters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the Julius Lee PE. erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding 1109 Coastal Bay fabrication,quality control,storage,delivery,erection and bracing,consult ANSIrrPl1 Quality Criteria,DSB-89 and BCSI1 Building Component Boynton Beach,FL 33435 Safety Information available from Truss Plate Institute,583 D'Onofrio Drive,Madison,WI 53719. Job �F01 ��:G:A�BLE ype Qty ply 19074886 628610 4 1 Job Reference(optional) Builders FirstSource, Jacksonville,FI 32244 7.350 s Sep 27 2012 MiTek Industries,Inc. Mon Dec 08 15:04:49 2014 Page 1 1 D:_8kMQOglCcvBYV7m4?iycCyToxk-J?vbggQrlBtg7HL05o1 cDjKo??m2ydPZNgwJxmyB_q 0-k8 s r.•+�2 +°O— 2 3 4 s e i a 9 m n +2 13 w +s +s 3r s 22 In 30 2s 2e 27 16 2s ak z3 a 21 m 1s +a n 31= 3a= W= 1 6-12 2-10-12 4-2-12 5-6-12 6-10-1z 8-2-1z 9-6-12 10-10-12 12-z-12 13 12 14-10-12 16-z-12 11 1z 18 10-12 19-9-8 1�'i-12 1-4.0 1.4.0 1-4-0 1-4.0 14-0 1-4.0 14-0 14-0 14-0 14-0 1-4-0 14-0 1-4.0 0-10-12 LOADING(psf) SPACING 2-M CSI DEFL in (loc) Well Ud PLATES GRIP i TCLL 40.0 Plates Increase 1.00 TC 0.10 Vert(LL) n/a - rda 999 MT20 244/190 TCDL 10.0 Lumber Increase 1.00 BC 0.01 Vert(TL) Wa - We 999 BCLL 0.0 Rep Stress Incr YES WB 0.04 Horz(TL) 0.00 17 Wa Wa BCDL 5.0 Code FBC2010rrP12007 (Matrix) Weight:89 lb FT=11%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 end ver icals. BOT CHORD 2x4 SP No.2(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3(flat) OTHERS 2x4 SP No.3(flat) REACTIONS All bearings 19-9-8. (lb)- Max Grav All reactions 250 Ib or less at joint(s)32,17,31,30,29,28,27,26,25,24,23,22,21,20,19,18 FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES (8-10) \\\\`�V,.•••••. / ,/// 1)All plates are 1.5x3 MT20 unless otherwise indicated. ed. 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)All bearings are assumed to be SYP No.2 crushing capacity of 565 psi. 34869 ' 6)"Semi-rigid pitchbreeks including heels"Member end fixity model was used in the analysis and design of this truss. 7)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-1Od(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. i 8)This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. 9)Note:Visually graded lumber designation SP,represents new lumber design values as per SPIB. STATE OF 10)Truss Design Engineer:Julius Lee,PE:Florida P.E.License No.34869:Address:1109 Coastal Bay Blvd,Boynton Beach,FL 33435 .• Ft ORlp P•.• �` \ LOAD CASE(S)Standard i I December 8,201,e WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 BEFORE USE. Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component. Applicability of design paramenters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the Julius Lee PE. erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding 1109 Coastal Bay fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPI1 Quality Criteria,DSB-89 and BCSI1 Building Component Boynton Beach,FL 33435 Safety Information available from Truss Plate Institute,583 D'Onofno Drive,Madison,WI 53719. Job Truss Truss Type pry Ply 19074888 628610 F03 Floor Truss 2 1 ' Job Reference o tion Builders FirstSource, Jacksonville,FI 32244 7.350 s Sep 27 2012 Mi rek Industries,Inc. Mon Dec 08 15:04:512014 Page 1 ID:_8kMQOgICcvBYV7m47iycCyToxk-FO1 L5WR5Hp7ONbVOCD3418PzBpFCQQQsq_PQ?fy6_ 0-1-8 H I1 ' 1-9-0 1-8-0 � Subs 1:A5 44= Iso= Iso II Sxl= aa= 1sq II 1s0 II Iso= 1 2 3 1 5 B 7 a B 10 11 —L L 22 21 M 15 17 16 15 U 13 15 3 II Mt= b4= 15x3 II 3x5= Mt= 6-1-8 19-9-8 6-1.8 13-8-0 Plate Offsets X Y: 11:0-1.8 E e 17:0-1-8 Etl LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) Wall Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.82 Vert(LL) -0.16 15-16 >999 360 MT20 244/190 TCDL 10.0 Lumber Increase 1.00 BC 0.86 Vert(TL) -0.24 15-16 >664 240 BCLL 0.0 Rep Stress Incr YES WB 0.45 Horz(TL) 0.03 12 Na Na BCDL 5.0 Code FBC2010frP12007 (Matrix) Weight:105 Ib FT=11%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 end verticals. BOT CHORD 2x4 SP No.1(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: WEBS 2x4 SP No.3(flat) 6-0-0 oc bracing:19-20,18-19. REACTIONS (Ib/size) 23=328/0-5-0 (min.0-1-8),12=740/0-3-4 (min.0-1-8),19=1069/D-3-8 (min.0-1-8) Max Grav23=356(LC 3),12=745(LC 7),19=1079(LC 8) FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 23-24=357/0,1-24=-356/0,12-25=-741/0,11-25=-740/0,1-2=-281/0,2-3=483/0,3-4=483/0, 4-5---76510,5-6---1931/0,6-7=1931/0,7-8=-215210,8-9=-2152/0,9-10=-169810,10-11=-732/0 `v BOT CHORD 21-22=0/483,20-21=0/483,17-18=0/1404,16-17=0/1931,15-16=0/1931,14-15=0/2011, J� • IGENS �i 13-14=0/1369 WEBS 4-19---1072/0,1-22=0/357,4-20=0/460,2-22=-275/32,11-13--01944,10-13=-M/0,10-14=0/457, 9-14=-435/0,7-15=-111/404,4-18=0/890,55-18=-921/0,5-17=0(785,6-17=-339/0 * 34869 r NOTES (7-9) 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 3x3 MT20 unless otherwise indicated. '—{I _ 3)All bearings are assumed to be SYP No.2 crushing capacity of 565 psi. 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 3-1Od(0.131"X 3")nails. Strongbacks to be attached to STATE OF walls at their outer ends or restrained by other means. 6)CAUTION,Do not erect truss backwards. '•, ORIO �� 7)This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the j�s/ ••l �� responsibility of the building designer per ANSI TPI 1 as referenced by the building code. 8)Note:Visually graded lumber designation SP,represents new lumber design values as per SPI B. 9)Truss Design Engineer.Julius Lee,PE:Florida P.E.License No.34869:Address:1109 Coastal Bay Blvd.Boynton Beach,FL 33435 LOAD CASE(S)Standard December 8,201,e WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 BEFORE USE. Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component. Applicability of design paramenters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the Julius Lee PE. erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding 1109 Coastal Bay fabrication,quality control,storage,delivery,erection and bracing,consult ANSV PI1 Quality Criteria,DSB-89 and BCSI1 Building Component Boynton Beach,FL 33435 Safety Information available from Truss Plate Institute,583 UOnofrio Drive,Madison,WI 53719. Job Truss Truss Type Qty Ply 19074890 628610 FOS Floor Truss 6 1 JoL...cxe�Ioon.l Builders FirstSource, Jacksonville,FI 32244 7.350 s Sep 27 2012 MTek Industries,Inc. Mon Dec D8 15:04:53 2014 Page 1 I D:_8kMQOgICcvBYV7m4?iycCyToxk-Bn95WCTLpQO5cvfnKe6YOZVJTdwkuJg9HIuX4XyB_q 0-1-8 H1 1-M 1 1-11-0 —1 °1hi6,�s Sq= S4= tr,= 130 1 ,8a ll w s,m= 1 n 1 11 16 15 14 12 11 14 9.3 15-11-8 15-11-8 Plate Offsets X Y: 1:Ed 0-1-8 9:0-1 Ed 15:0-1-8 Ed e LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.77 Vert(LL) -0.19 13-14 >999 360 MT20 244/190 TCDL 10.0 Lumber Increase 1.00 BC 0.86 Ven(TL) -0.29 13-14 >650 240 BCLL 0.0 Rep Stress Incr YES WB 0.53 Horz(TL) 0.05 10 rVa n1a BCDL 5.0 Code FBC2010rrP12007 (Matrix) Weight:84 Ib FT=11%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 end verticals. BOT CHORD 2x4 SP No.1(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3(flat) REACTIONS (Ib/size) 18=858/0-3-4 (min.0-1-8),10=858/0-3-4 (min.D-1-8) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 18-19=-856/0,1-19=-855/0,10-20---853/0,9-20=-852/0,1-2=-863/0,2-3=-2049/0,3-4=-2732/0, 4-5=-2732/0,5-6=-2733/0,6-7=-2733/0,7-8=-2060/0,8-9=-859/0 \\\ ,`C� S•[i /// BOT CHORD 16-17-0/1611,15-16=0/2502,14-15=02732,13-14=02732,12-13=0/2486,11-12=0/1613 \ __````v,.. ..,r�• /i WEBS 9-11=0/1108,8-11=-1048/0,8-12=0/622,7-12=-592/0,7-13=0/336,5-13=-369249,1-17=0/1113, �� ��J•,•' \LENSF 2-17=-1041/0,2-16=0/608,3-16=-630/0,3-15=0/677,415= 11/0 NOTES (5-7) 1)Unbalanced floor live loads have been considered for this design. Z 34869 _ 2)All bearings are assumed to be SYP No.2 crushing capacity of 565 psi. — [ 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)This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. STATE OF •• 6)Note:Visually graded lumber designation SP,represents new lumber design values as per SPIB. 7)Truss Design Engineer.Julius Lee,PE:Florida P.E.License No.34869:Address:1109 Coastal Bay Blvd.Boynton Beach,FL 33435 •••.FL ORiO N •• �\ LOAD CASE(S)StandardIO/�►^` ��\\ December 8,201,e A WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 BEFORE USE. Design valid for use only with MTek connectors.This design is based only upon parameters shown,and is for an individual building component. Applicability of design paramentem and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibillity of the Julius Lee PE. erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding 1109 Coastal Bay fabrication,quality control,storage,delivery,erection and bracing,consut ANSI/TPI1 Quality Criteria,DSB-a9 and BCSI1 Building Component Boynton Beach,FL 33435 Safety Information available from Truss Plate Institute,583 D'Onofrio Drive,Madison,WI 53719. Job Truss Truss Type Qty ply 19074892 628610 F07 Floor Truss 2 1 Job Reference optional) Builders FirstSource, Jacksonville,FI 32244 7.350 s Sep 27 2012 MiTek Industries,Inc. Mon Dec 08 15:04:55 2014 Page 1 ID:_8kMQOglCcvBYV7nA?iycCyToxk-79GswtVbL1 eprCo9R380T_ahtQg5MAaSIcNe8QyB_q 0.1.8 H 1 1-3-0X1-10 0.1 �.tss 1310= 7ae I I 4ag II tae I I �e II 4ae I I ae II tae II sae l l 1.50= 1 2 s 4 5 6 7 e 6 10 11 d 21 20 16 to 17 18 15 14 15 hu Mi2M= Sae 4ag tae II qe II 19-9-8 19-9$ Plate Offsets X Y: 1:0-1-8 0-0-8 6:0-3-0Ed a 7:0.3-0Etl 11:0.1.8 Etl a 11:0.1-8 0-0-8 16:0-3-0 0-0-0 17:0.3-0Etl e LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.65 Vert(LL) -0.28 17-18 >833 360 MT20 244/190 TCDL 10.0 Lumber Increase 1.00 BC 0.61 Vert(rL) -0.44 17-18 >532 240 MT20H 187/143 BCLL 0.0 Rep Stress Incr NO WB 0.76 Horz(TL) 0.07 12 Na rda BCDL 5.0 Code FBC2010/TP12007 (Matrix) Weight:162 Ib FT=11%F,11%E LUMBER BRACING TOP CHORD 2x4 SP M 31(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD 2x4 SP M 31(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3(flat) REACTIONS (lb/size) 22=2064/0-5-4 (min.0-1-8),12=131610-34 (min.0-1-8) FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-22=-2057/0,11-12=1310/0,1-2=-2484/0,2-23=-6012/0,3-23=-0012/0,34=-7066/0, 4-5=-7066/0,5-6=-7011/0,6-7=-6659/0,7-8=5614/0,8-9=-5614/0,9-10=-3886/0, S S.K10.11=1476ro •. •. 21=0/4849,19-20=0/173,18-1 =0/256,17-18=06659,16-17=0/6659,15-16=0/6659,BOT CHORD 20. i \GENS 14-15=0/4858,13-14=0/2876 F WEBS 11-13=0/1894,10.13=-1820/0,1G-14=0/1337,9-14=-1287/0,9-15=01980,7-15---1654/0, 7-16=0/477,1-21=013189,2-21=3073/0,2-20=0/1539,3-20=1537/0,3-19=-391/0,4-19=01339, * 34869 ' 5-18=-593/0,6-18=0/991,6-17=-661/0 ! t NOTES (9-11) _ 1)Unbalanced floor live loads have been considered for this design. i...r 2)All plates are MT20 plates unless otherwise indicated. JJ 3)All plates are 6x8 MT20 unless otherwise indicated. 44/ 4)All bearings are assumed to be SYP No.2 crushing capacity of 565 psi. STATE OF 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)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)1310 Ib down at 311-8 on top chord. The /// O A►A` designlselection of such connection devices)is the responsibility of others. // ,11 I'� \ 8)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). /J J 1 J I I I 1 1\\ 9)This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. 10)Note:Visually graded lumber designation SP,represents new lumber design values as per SPIB. 11)Truss Design Engineer.Julius Lee,PE:Florida P.E.License No.34869:Address:1109 Coastal Bay Blvd.Boynton Beach,FL 33435 LOAD CASE(S)Standard 1)Floor:Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(ptf) Vert:12-22=-10,1-11=-100 Concentrated Loads(lb) Vert:23=-1230(F) December 8,201,e WARNING-Verrfy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 BEFORE USE. Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component. Applicability of design paramenters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the Julius Lee PE. erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding 1109 Coastal Bay fabrication,quality control,storage,delivery,erection and bracing,cons tt ANSIrrP11 Quality Criteria,DSB-89 and BCS11 Building Component Boynton Beach,FL 33435 Safety Information available from Truss Plate Institute,583 D'Onofrio Drive,Madison,WI 53719. Job Truss Truss Type Qty ply 19074894 628610 F09 Floor Truss 2 1 Job Reference o tions Builders FirstSource, Jacksonville,FI 32244 7.350 s Sep 27 2012 MTek Industries,Inc. Mon Dec 08 15:04:57 2014 Page 1 ID:-8kMQOglCcvBYV7rn4?iycCyToxk-4YOcLZWstfuX5VWYZTAUYPf4jEOWpCFICwskDJyB_cp 0-1-3 H I 1-3-0 1-94 7- sor.ltil. 1 b= 2 1.50 II 3 4b= 11 10 W2 W2 W m1 1 81 33_ B e r 6 ao= ye= 4-9-4 6-3-0 4-9-4 1.6.0 LOADING(psf) SPACING 2-M CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.50 Vert(LL) -0.04 7 >999 360 MT20 244/190 TCDL 10.0 Lumber Increase 1.00 BC 0.49 Vert(TL) -0.06 7 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.24 Horz(TL) 0.00 5 Wa We BCDL 5.0 Code FBC2010/TP12007 (Matrix) Weight:35 Ib FT=11%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 end verticals. BOT CHORD 2x4 SP No.2(flat) BOT CHORD Rigid ceiling directly applied or 1040-0 oc bracing. WEBS 2x4 SP No.3(flat) REACTIONS (Ib/size) 9=325/0-5-4 (min.0-1-8),5=325/0-3-8 (min.0-1-8) FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 9-10=-353/0,1-10=-352/0,5-11=-328/0,4-11=-328/0,1-2=-390/0,2-3=-390/0 BOT CHORD 7-8--0/390,6-7=0/390 WEBS 4-6--01307,1-8--0/495 NOTES 5-7 1)Unbalanced floor live loads have been considered for this design. \ \���'' \CENSE'�• i 2)All bearings are assumed to be SYP No.2 crushing capacity of 565 psi. 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 3-1 Od(0.131"X 3")nails. Strongbacks to be attached to ! 34869 walls at their outer ends or restrained by other means. 5)This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the _ '� •\ responsibility of the building designer per ANSI TPI 1 as referenced by the building code. 6)Note:Visually graded lumber designation SP,represents new lumber design values as per SPIB. 7)Truss Design Engineer.Julius Lee,PE:Florida P.E.License No.34869:Address:1109 Coastal Bay Blvd.Boynton Beach,FL 33435 STATE OF \ LOAD CASE(S)Standard \ s F�ORIDP •' ('j\�� i i December 8,201,e ® WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 BEFORE USE Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component. Applicability of design paramenters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity,of the Julius Lee PE. erector. Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding 1109 Coastal Bay fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPI1 Quality Criteria,DSB-89 and BCSI1 Building Component Boynton Beach,FL 33435 Safety Information available from Truss Plate Institute,583 D'Onofio Drive,Madison,WI 53719. Job Truss Truss Type jQt, pty 19074896 628610 F11 Floor Truss 2 1 Job Reference o bona Builders FirstSource, Jacksonville,FI 322447.350 s Sep 27 2012 MTek Industries,Inc. Mon Dec 08 15:04:59 2014 Page t 0.1-6 ID:_8kMOOgICcvBYV7m4?IycCyToxk-0xMmFY6PG8FKg6xguCydglOd1 l UHypl gELrHByB_q H 1�0 1 1-712 1rD 130= ae II 3a6 II 3x6 II 2m II 2.6 II a8 11 eto= zrt II 2m II o ' z 3 4 s s z e a to ei 19 18 17 16 15 13 12 44= ]0= w ]0 b II b= 12-34 16.04 12-3-4 0.9-0 Plate Offsets X Y: 1:0.1-6 0-0-84:0-3-0Etl 5:0.3-0 0-0-08:0.3-0 Ed a [9:0-3-0,0-0-01. 10:0-1-6 0-0-8 13:0.1-6 Edge] LOADING(psf) SPACING 2-M CSI DEFL in (loc) Well Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.60 Vert(LL) -0.07 17-18 >999 360 MT20 244/190 TCDL 10.0 Lumber Increase 1.00 BC 0.65 Vert(TL) -0.12 17-18 >999 240 BCLL 0.0 Rep Stress Incr NO WB 0.81 Horz(TL) 0.03 14 Na n1a BCDL 5.0 Code FBC2010/TP12007 (Matrix) Weight:108 lb FT=11%F,11%E LUMBER BRACING TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-&0 oc puffins, except end verticals. BOT CHORD 2x4 SP No.2(flat) BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 SP No.3(flat) REACTIONS (Ib/size) 20=682/0-3-0 (min.0.1-8),11=-132/0-34 (min.0.1-8),14=1870/0-3-8 (min.0.1-8) Max Uplift l 1=-274(LC 3) Max Grav20=692(LC 10),14=1944(LC 9) ,\ FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. \�\TOP CHORD 1-20=-685/0,10-11=0/299, 0-11=0/299,1-2=-698/0,2-3=-1594/0,3-4---1803/0,4-5---1803/0, S S./( =0/489,8 = , � , ••'6-21=-371/0,7-21=-371/0,7.8 , \GENSFBOTCHORD 18-19 /1300,17-18=0/1847,16-17=0/1803,1516=0/1555,14-15=-964/0,13-14=-964/0, / ••'�� �� 12-13=489/0 J WEBS 7-14=-1929/0,1-19=0/900,2-19=-819/0,2-18=01398,3-18---343/0,3-17=-146/267,7-15--0/1696, - * 34869 * _ 6-15=-1606/0,6-16=-199/395,10-12=-621/0,9-12=0/306,7-13=0/670,8-13=-32410 r NOTES (9-11) 1)Unbalanced floor live loads have been considered for this design. -f'� 2)All bearings are assumed to be SYP No.2 crushing capacity of 565 psi. 3)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 274 Ib uplift at joint 11. 4)"Semi-rigid pitchbreaks inducting heels"Member end fixity model was used in the analysis and design of this truss. STATE OF 5)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-1 Od(0.131"X 3")nails. Strongbacks to be attached to • '. \ walls at their outer ends or restrained by other means. '••F�OR';0 P' �� 6)CAUTION,Do not erect truss backwards. / o, 'NAI- 8) ! \\ 7)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)764 Ib down at 10.34 on top chord. The /v�O A 1 A` G \\ tlesign/selection of such connection devices)is the responsibility of others. J � t1 8)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). y (III 1 1 \ 9)This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. 10)Note:Visually graded lumber designation SP,represents new lumber design values as per SPIB. 11)Truss Design Engineer:Julius Lee,PE:Florida P.E.License No.34869:Address:1109 Coastal Bay Blvd.Boynton Beach,FL 33435 LOAD CASE(S)Standard 1)Floor:Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:11-2D=-10,1-10=-100 Concentrated Loads(lb) Vert:21=-684(6) December 8,201 ® WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED M/TEY,REFERENCE PAGE Mil-7473 BEFORE USE. Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component. Applicability of design paramenters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibillity of the Julius Lee PE erector. Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding1109 Coastal Bay fabrication,quality control,storage,delivery,erection and bracing,consult ANSVTP11 Quality Criteria,DSB-89 and BCS11 Building Component Boynton Beach,FL 33435 Safety Information available from Truss Plate Institute,583 D'Onofrio Drive,Madison,WI 53719. Job Truss Truss Type Qy Ply 19074898 628610 F13 Floor Truss 2 1 • Job Reference(optional) Builders FirstSource, Jacksonville,FI 32244 7.350 s Sep 27 2012 MiTek Industries,Inc. Mon Dec OB 15:05:00 2014 Page 1 ID:_BkMOOgICcvBYV7rn4?'rycCyToxk-U741_bYk9aG6y_h7EckBA2HYaRJKOPYBuu5PgeyB_ 1 0-1.8 H h 1-7-12 2oa 5vs II 4.s II sB li >m II 4.e II se II 1 2 3 4 s 14 e 13 12 11 3v4= sB= ,0 e e sB= 34= ts0 II 130 II 44= d4= 15-0 4-0-0 B-4-12 10.10-12 12•d-12 15-0 25 0 4-4-12 25-0 15-0 Plate Offsets X Y: 11:G-1-8,0-Ml,[6:0-3-0Edgel,[6:0-1-8,0-0-%,r7:Ed a 0-1.8 14:Ed a 0.1-8 LOADING(psf) SPACING 2-M CSI DEFL in (loc) I/deft Lid PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.65 VBrt(LL) -0.08 9-10 >999 360 MT20 244/190 TCDL 10.0 Lumber Increase 1.00 BC 0.86 Vert(TL) -0.13 9-10 >999 240 BCLL 0.0 Rep Stress Incr NO WB 0.78 Horz(TL) 0.04 7 We rVa BCDL 5.0 Code FBC2010ITP12007 (Matrix) Weight:82 lb FT=11%F,11%E LUMBER BRACING TOP CHORD 2.4 SP No.2(flat) - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD 2x4 SP No.2(flat) BOT CHORD Rigid ceiling directly applied or 10-M oc bracing. WEBS 2x4 SP No.3(flat) REACTIONS (Ib/size) 14=787/0-3-0 (min.0-1-8),7=127010-3-4 (min.0.1-8) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. \ TOP CHORD 1-14=-782/0,6-7=-1262/0,1-2=-808/0,2-3=-1920/0.3-4---2354/0,4-5=-2385/0,5-15=-1257/0, \\ 6-15=-1264/0 BOT CHORD 12-13=0/1502,11-12=012354,10-11=012354,9-10=0/2354.8-9=0/2371 \ JENS` •'`� / WEBS 65=0/1631,1-13=0/1043,55=-1504/0,2-13=-943/0,2-12=0/639,4-9=-0291,3-12=585/0 \ ` ,C � •• NOTES (7-9) \1 1)Unbalanced floor live loads have been considered for this design. 2)All bearings are assumed to be SYP No.2 crushing capacity of 565 psi. ! 34869 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 3-1 Od(0.131"X 3")nails. Strongbacks to be attached to _ walls at their outer ends or restrained by other means. i J...... 5)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)800 Ib down at 10.3 on top chord. The N //,�� design/selection of such connection device(s)is the responsibility of others. �W Z 6)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). i STATE OF 7)This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the •�'•. F(ORID P •' responsibility of the building designer per ANSI TPI 1 as referenced by the building code. 8)Note:Visually graded lumber designation SP,represents new lumber design values as per SPIB. ,S/ ,'''''• •�� \� 9)Truss Design Engineer.Julius Lee,PE:Florida P.E.License No.34869:Address:1109 Coastal Bay Blvd.Boynton Beach,FL 33435 / \\ 11 LOAD CASE(S)Standard ////f f �(��, 1)Floor.Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:7-14=10,15=-100 Concentrated Loads(lb) Vert:15=-720(B) December 8,201,e WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE M11-7477 BEFORE USE. Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component. Applicability of design paramenters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the Julius Lee PE. erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding 1109 Coastal Bay fabrication,quality control,storage,delivery,erection and bracing,consult ANSVTPII Quality Criteria,DSBa9 and BCS11 Building Component Boynton Beach,FL 33435 Safety Information available from Truss Plate Institute,583 D'Onofrio Drive,Madison,WI 53719- Job - Truss Truss Type City Ply 19074900 628610 F15 Floor Truss 6 1 Job Reference o bona Builders FirstSource, Jacksonville,FI 32244 7.350 s Sep 27 2012 MTek Industries,Inc. Mon Dec 08 15:05:02 2014 Page 1 ID:_BkM QOgICcvBYV7m4?iycCyToxk-Q VBVOHa_hB WgBHrWM 1 mfFTMyoF2CUP7UMCaVu WyB_q o-1-s HF 1—— 1-6-0 I Sulo�1:ID5 2m- 3 15 t q ]d= 35= 13 12 11 10 8 8 �- 3b= t.so II tsd II 3b= 13o II 4-0-0 8-3-0 10.9-0 12-1-0 1 E-0 2-64 4-3-0 2-0-0 14-8 Plate Offsets X Y: [6:G-1-8,Edoei LOADING(psf) SPACING 2-M CSI DEFL in (loc) Well Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.41 Vert(LL) -0.07 11-12 >999 360 MT20 244/190 TCDL 10.0 Lumber Increase 1.00 BC 0.64 Vert(TL) -0.10 11-12 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.39 Horz(TL) 0.02 7 We We BCDL 5.0 Code FBC2010/iP12007 (Matrix) Weight 63 Ib FT=11%F,11%E LUMBER BRACING TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 640-0 oc purlins, except and verticals. BOT CHORD 2x4 SP No.2(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3(flat) REACTIONS (Ib/size) 14=650/0-3-0(min.0-1-8),7=657/Mechanical FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 14-15=-646/0,1-15=-645/0,6-7=-65110,1-2=-625/0,2-3=-1397/0,3-4=-1614/0,4-5=-1385/0, 5-6--598/0 BOT CHORD 12-13=0/1166,11-12=011614,10-11=0/1614,9-10=0/1614,8-9=0/1146 WEBS 6-8--0/813,1-13=01804,5-8---762/0,2-13=-753/0,5-9=0/348,2-12=01341,4-9=404/0, \ `\v. '• ` / 3-12=-393/0 : `�!.• "CEN' F NOTES (6-9) 1)Unbalanced floor live loads have been considered for this design. 34869 ' 2)All bearings are assumed to be SYP No.2 crushing capacity of 565 psi. 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 3-1od(0.131"X 3")nails. Sbongbacks to be attached to _ walls at their outer ends or restrained by other means. 5)CAUTION,Do not erect truss backwards. 6)This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the STATE OF ••��� responsibility of the building designer per ANSI TPI 1 as referenced by the building code. •. 7)Note:Visually graded lumber designation SP,represents new lumber design values as per SPIE. .t1 ••.F�OR IO P.••. �� 8)Truss Design Engineer Julius Lee,PE:Florida P.E.License No.34869:Address:1109 Coastal Bay Blvd.Boynton Beach,FL 33435 //v s l •'''•'' \\ 9)Use Simpson THA422 to attach Truss to Carrying member LOAD CASE(S)Standard December 8,201,e ® WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 BEFORE USE. Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building wmponent. Applicability of design paramenlers and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibillity of the Julius Lee PE. erector. Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding 1109 Coastal Bay fabrication,quality wmrol,storage,delivery,erection and bracing,consult ANSVTPI1 Quality Criteria,DSB-89 and BCSI1 Building Component Boynton Beach,FL 33435 Safety Information available from Truss Plate Institute,583 D'Onofno Drive,Madison,WI 53719. Job' Truss Truss Type Qty ply 9074902 628610 F17 Floor Truss 2 1 Job Reference(optional) Builders FirstSource, Jacksonville,FI 32244 7.350 s Sep 27 2012 MiTek Industries,Inc. Mon Dec 08 15:05:04 2014 Page 1 ID: 8kMQOgl CcvBYV7m4?iycCyToxk-M uJ GpycFDomYQb_uTSo7Ku SDf 2h6yHF np V3cyPyB 0-1-8 H I 1-M 1-84 1 5�1r9 1&0= JH= U. 1W II >p= y= M4= 1 d4 x a 4 5w= e t\L Z�'% also= 1 1a t 1s 1s u v 12 11 10 ave= 1.Sfi II yp= y4= m= ao= as= 1£-0 4-0-0 16-9-84 12-24 14414 16-2-0 1-0-0 2.6-0 5-84 20 2-6-0 1E-0 Plate Offsets X Y: 1:Ed 0-1-8 8:0-1-8 Ed 140-1-8 Ed e LOADING(psf) SPACING 2-M CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.65 Vert(LL) -0.18 12-13 >999 360 MT20 244/190 TCDL 10.0 Lumber Increase 1.00 BC 0.87 Vert(TL) -0.28 12-13 >676 240 BCLL 0.0 Rep Stress Incr YES WB 0.54 Horz(TL) 0.05 9 n/a tVa BCDL 5.0 Code FBC20101TP12007 (Matrix) Weight:84 Ib FT=11%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 end verticals. BOT CHORD 2x4 SP No.1(flat) BOT CHORD Rigid ceiling directly applied or 10.0-0 oc bracing. WEBS 2x4 SP No.3(flat) REACTIONS (Ib/size) 17=870/0-3-0 (min.0.1-8),9=870/0-54 (min.0-1-8) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 17-18=-B67/0,1-18=-8W0,9-19=4866/0,B-19=-865/0,1-2=-876/0,2-3---2092/0,34=-2850/0, 4-5=-2850/0,5-0=-2738/0,6-7=-2109/0,7-8=-871/0 \\\ V BOT CHORD 15-16=0/1639,14-15=Of2542,13-14=0/2850,12-13=02850,11-12=0!2562,10.11=0/1634 WEBS 8-10=0/1123.1-16=0/1130.7-1o=-loszro.2-1s=-1os1ro.7-11=olsso,2>1s=0/630.6-1Y--630/0, �� 3-15=-626/0,6-12=0/352,3-14=0/622,5-12=-395/103,4-14=-256/0 F •• NOTES (5-7) 1)Unbalanced floor live loads have been considered for this design. 34869 2)All bearings are assumed to be SYP No.2 crushing capacity of 565 psi. 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. „N 5)This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the 4/ responsibility of the building designer per ANSI TPI 1 as referenced by the building code. STATE OF 6)Note:Visually graded lumber designation SP,represents new lumber design values as per SPIB. \ 7)Truss Design Engineer Julius Lee,PE:Florida P.E.License No.34869:Address:1109 Coastal Bay Blvd.Boynton Beach,FL 33435 ` R�ORID Pl•'\`�'j �� LOAD CASE(S)Standard /S,O A 1/�t1` t V \ I I December 8,201,e ® WARNING•Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 14I1-7473 BEFORE USE. Design valid for use only with MITek connectors.This design is based only upon parameters shown,and is for an individual building component. Applicability of design paramenters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the Julius Lee PE. erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding 1109 Coastal Bay fabrication,quality control,storage,delivery,erection and bracing,consult ANSUTPII Quality Criteria,DSB4e9 and BCSI1 Building Component Boynton Beach,FL 33435 Safety Information available from Truss Plate Institute,583 UOnofrio Drive,Madison,WI 53719. Job Truss Truss Type Qty Ply 19074904 628610 F19 Floor Truss 1 1 ' Job Reference o tional Builders FirstSource, Jacksonville,FI 32244 7.350 s Sep 27 2012 MiTek Industries,Inc. Mon Dec 08 15:05:06 2014 Page 1 ID:_8kMQOgl CcvBYV7m4?iycCyToxk-JHROEedVIQOFgv8HbsgbPJXZXsLrOBf3HpY0HyB_p 0-1-8 H 1 1-3-0 1-10-4 saLZ %4= iw 11 i 14= 2 5 4 SaO' 6 v 9 1 19 1 16 15 14 13 12 11 - to tb— %w %4= 46= 1-0-0 4-0-0 9-10412-4-4 14-104 16-44 1-6-0 2-6-0 5-104 2-0-0 2E-0 1{rp Plate Offsets MY: 1:Ed 0.1-8 8:D-1-8Ed 14:0-1-8 Ed e LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.68 Vert(LL) -0.19 12-13 >999 360 MT20 244/190 TCDL 10.0 Lumber Increase 1.00 BC 0.92 Vert(TL) -0.30 12-13 >646 240 BCLL 0.0 Rep Stress Incr YES WB 0.54 Horz(TL) 0.05 9 n/a n/a BCDL 5.0 Code FBC2010/TP12DO7 (Matrix) Weight:84 Ib FT=11%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 end verticals. BOT CHORD 2x4 SP No.1(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: WEBS 2x4 SP No.3(flat) 2-2-0 oc bracing:13-14. REACTIONS (Ib/size) 17=879/0-54 (min.0-1-8),9=879/0-5-0 (min.0-1-8) FORCES or TOP CHORD) Max. 17 18=-877 0 a-18x. e-876/Of��-875s 250(0)8-19 5-874/0 except when 2n3=-2120/0,34=-2907/0, 4-5=-2907/0,5-6=-2786/0,6-7=-2138/0,7-8=-881/0 BOT CHORD 15-16=011659,14-15=0125131,13-14=02907,12-13=02907,11-12=0/2601,10-11=0/1654 \ V C WEBS 8-10=0/1136,1-16=0/1144,7-10=-1075/0,2-16=-1074/0,7-11=0/673,2-15=0/642,6-11=-044/0, J \CENsF 3-15=-640/0,6-12=0/366,3-14=0/653,5-12=415/99,4-14=-275/0 . NOTES (5-7) 1)Unbalanced floor live loads have been considered for this design. 3486w0j, 2)All bearings are assumed to be SYP No.2 crushing capacity of 565 psi.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 3-1 Od(0.131"X 3")nails. Strongbacks to be attached to .{y walls at their outer ends or restrained by other means. '5)This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the ; 4/z responsibility of the building designer per ANSI TPI 1 as referenced by the building code. i STATE OF 6)Note:Visually graded lumber designation SP,represents new lumber design values as per SPIB. • '•• F 7)Truss Design Engineer Julius Lee,PE:Florida P.E.License No.34869:Address:1109 Coastal Bay Blvd.Boynton Beach,FL 33435 s •..�ORIDP;'.•'' (%j\� LOAD CASE(S)Standard //�llIIi111\\\ December 8,201,e A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 01-7473 BEFORE USE. Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component. Applicability of design paramenters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibillity of the Julius Lee PE. erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding 1109 Coastal Bay fabrication,quality control,storage,delivery,erection and bracing,consult ANSVTP11 Quality Criteria,DSB-89 and BCS11 Building Component Boynton Beach,FL 33435 Safety Information available from Truss Plate Institute,583 D'Onofrio Drive,Madison,WI 53719. Job Truss Truss Type pty ply 19074906 628610 F21 Floor Truss 2 1 • Job Reference o tions Builders FirstSouroe, Jacksonville,FI 32244 7.350 s Sep 27 2012 MTek Industries,Inc. Mon Dec 08 15:05:07 2014 Page 1 I D:_BkMQ Og I CcvBYV7m4?iycCyToxk-nT?OS_e7 Wj86H2jT8a MgyW4htGjz9bN DVTHGYkyB 13-0 15-3 S.s II20II as II II SOM.1:mmA m 3 10 3 11 4 T1 T1 Yr veT YQ mio YYI _ at «s= Iso n as= s T s s Lso II 1W II 4-" 5.85 Plate Offsets X Y: 2:0-3-0Ed 4:0.3-0Ed 6:0.18 Ed 4-4-0 1-0-8 LOADING(psf) SPACING 2-M CSI DEFL in (loc) I/defl Lid PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.84 Vert(LL) -0.05 7 >999 360 MT20 244/190 TCDL 10.0 Lumber Increase 1.00 BC 0.80 Vert(TL) -0.07 6-7 >994 240 BOLL 0.0 Rep Stress Incr NO WB 0.71 Horz(TL) 0.01 5 Na Na BCDL 5.0 Code FBC2010/TPI2007 (Matrix) Weight:38 Ib FT=11%F,11%E LUMBER BRACING TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 5-8.8 oc purlins, except and verticals. BOT CHORD 2x4 SP No.2(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3(flat) REACTIONS (Ib/size) 9=75WMechanical,5=754/Mechanical Max Grav9=784(LC 3),5=-820(LC 4) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-9=-808/0,4-5---826/0,1-2=-1140/0.2-10=-1140/0,3-10=-1140/0,3-11=-622/0,4-11=-622/0 \\\ vS` S•k BOT CHORD 78=0/1140,6-7=0/1140 - \\ ••, ••• WEBS 4.6= 8 0/826,1 =0/1484,3-6=888/0,2.8=-81110 ••. , NorEs (7-10) its - 8) ENSE1)Unbalanced floor live loads have been considered for this design.2)All bearings are assumed to be SYP No.2 crushing capacity of 565 psi. 34869 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 3-1 Od(0.131"X 3")nails. Strongbacks to be attached to _walls at their outer ends or restrained by other means.5)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)527 Ib down at 1-10-4,and 527 Ib down at 3-10-4 ontop chord. The designIselection of such connection device(s)is the responsibility of others. 4416)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). ATE OF7)This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is theresponsibility of the building designer per ANSI TPI 1 as referenced by the building code. ORID 'Note:Visually graded lumber designation SP,represents new lumber design values as per SPIE. l l \\ 9)Truss Design Engineer.Julius Lee,PE:Florida P.E.License No.34869:Address:1109 Coastal Bay Blvd.Boynton Beach,FL 33435 // /On' •` \ 10)Use Simpson THA422 to attach Truss to Carrying member / '•�� \ \ LOAD CASE(S)Standard 1)Floor.Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:5-9=-10,1-4=100 Concentrated Loads(lb) Vert:10=-447(F)11=-447(F) December 8,201,e A WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 BEFORE USE. Desgn valid for use only with MiTek connectors.This design is basad only upon parameters shown,and is for an individual building component. App=ility of design paramenters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibillity of the Julius Lee PE. erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding 1109 Coastal Bay fabrication,quality control,storage,delivery,erection and bracing,consult ANSIRP11 Quality Criteria,DSB-89 and BCSI1 Building Component Boynton Beach,FL 33435 Safety Information available from Truss Plate Institute,583 D'Onofrio Drive,Madison,WI 53719. Job Truss Truss Type Qty Ply 19074908 628610 F23 Floor Truss 2 1 Job Reference(optional) Builders FirstSource, Jacksonville,FI 32244 7.350 s Sep 27 2012 M7ek Industries,Inc. Mon Dec 08 15:05:08 2014 Page 1 ID:_BkMOOgICcvBYV7m4?iycCyToxk-FfZmfKflH 1 HzvClfiHt3Vjc2wfEauCGMk71 g5Ay8 0-1-8 sa.-rs.s Tr s W= mnr Bi >4= m= e T s 5 >d= +so II 3-711 3-7-0 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) Well Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.12 Vert(LL) -0.00 7 >999 360 MT20 244/190 TCDL 10.0 Lumber Increase 1.00 BC 0.07 Vert(TL) -0.00 7 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.09 Horz(TL) 0.00 5 rVa n1a BCDL 5.0 Code FBC2010/TPI2007 (Matrix) Weight:23 lb FT=11%F,11%E LUMBER BRACING TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 3-7.4 oc purlins, except end verticals. BOT CHORD 2x4 SP No.2(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc tracing. WEBS 2x4 SP No.3(flat) REACTIONS (Ib/size) 8=182/0-34 (min.0-1-8),5=188/Mechanical FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES (6-9) 1)Unbalanced floor live loads have been considered for this design. 2)All bearings are assumed to be SYP No.2 crushing capacity of 565 psi. 3)"Semi-rigid pdchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. `J�•• •�t✓ENSF •• 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. = 1 1 5)CAUTION,Do not erect truss backwards. 7C34869 7C _ 6)This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. _ 7)Note:Visually graded lumber designation SP,represents new lumber design values as per SPIB. _ C _ 8)Truss Design Engineer.Julius Lee,PE:Florida P.E.License No.34869:Address:1109 Coastal Bay Blvd.Boynton Beach,FL 33435 !.•{T � ...... 9)Use Simpson THA422 to attach Truss to Carrying member 0 ``''.. LOAD CASE(S)Standard STATE OF I s '• FLORIDP.•'� s/ .. ////0 Ali- /11111100 December 8,201,e ® WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 BEFORE USE. Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component. Applicability of design paramenters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the Julius Lee PE. erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding 1109 Coastal Bay fabrication,quality control,storage,delivery,erection and bracing,consult ANSVTPI1 Quality Criteria,DSB-89 and BCSI1 Building Component Boynton Beach,FL 33435 Safety Information available from Truss Plate Institute,583 D'Onofrio Drive,Madison,VIA 53719. Job Truss Truss Type Qty Ply 19074910 628610 HJ02 JACK-PARTIAL TRUSS 4 1 ' Job Reference(optional) Builders FirstSource, Jacksonville,FI 32244 7.350 s Sep 27 2012 MiTek Industries,Inc. Mon Dec 08 15:05:112014 Page 1 1 D:_8kMQOgICcvBYV7m4?iycCyToxk-fEEvHMheayfYmg t ENQQm6MEQnt8r5WJoQ5FUhVyB -2-9-15 54-1 9-10-13 2-9-15 54-12 4-6-1 bob:trht' 0 2S 12 Y4 ] T1 vn w2 2 +� 61 Li y4= to 11 12 b b 1 $x4 II Y4= 05-4-12 9-10-13 O-2 5-24 4-6-1 Plate Offsets X Y: 2:0.4-13 Ed e LOADING(psf) SPACING 2-M CSI DEFL in (loc) 1/deft Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.65 Vert(LL) -0.04 6-7 >999 240 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.61 Vert(TL) -0.09 5-7 >999 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.26 Horz(TL) 0.01 5 rVa r✓a BCDL 5.0 Code FBC2010rrP12007 (Matrix) Weight:42 lb FT=20% LUMBER BRACING TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 8-10-14 oc bracing. WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be installed duan Ws a ion in accordance with Stabilizer Installation auide. REACTIONS (Ib/size) 4=111/Mechanical,2=376/04-15 (min.0-1-8),5=183/Mechanical Max Horz 2=166(LC 4) Max Max Gravt ) ) 8) 4=135(LC 2) 2 4 9(LC 2),5 242(LC 3) FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. •`l.`J`�CENSS/�C•�,(�� TOP CHORD 2-8=-663!347,3-8=-614/361 V i BOT CHORD 2-10=428/608,10-11=428/608,7-11=-028/608,7-12--428/608,6-12=-428/608 WEBS 3-6=-636/448 NOTES (911) _ 34869 7� _ 1)Wind:ASCE 7-10;Vult-130mph(3-second gust)Vasd=101 mph,TCDL=4.2psf,BCDL=3.Opsf,h=24ft,Cat.II;Exp C;Encl.,GCpi=0.18,MWFRS nry/ —' (envelope)gable end zone,Lumber DOL=1.60 plate grip DOL=1.60 — � _ e A 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)All bearings are assumed to be SP No.2 cnlshing capacity of 565 psi. STATE OF ,•�`�\ 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 123 Ib uplift at joint 4,387 Ib uplift at joint 2 and 11511b uplift •.. F'�ORI'D P .. at joint 5. 6)"Semi-rigid pltchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. �j� v •!•/�Vt�A, 35 7)Hangeb up ats)or other 4-3-11,,and 48 connection own and 98 lb up be t-1 10,aand 48 sufficient own and 98 Ib up concentrated load(s) 0 on)top chord,and band 35 l down and 46 Ib up atlb ol 5-12a b /////111111%� down and 46 Ib up at 1-5-12,12 Ib down and 2 lb up at 4-3-11,12 Ib dawn and 2 Ib up at 4-3-11,and 42 Ib down at 7-1-10,and 42 Ib down at 7-1-10 on bottom chord. The designlselection of such connection device(s)is the responsibility of others. 8)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). 9)This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. 10)Note:Visually graded lumber designation SP,represents new lumber design values as per SPIB. 11)Truss Design Engineer.Julius Lee,PE:Florida P.E.License No.34869:Address:1109 Coastal Bay Blvd.Boynton Beach,FL 33435 LOAD CASE(S)Standard 1)Regular.Lumber Increase=125,Plate Increase=1.25 Uniform Loads(plf) Vert:1.4=-44,2-5=-10 Concentrated Loads(lb) Vert:8=41(F=20,B=20)9=-79(F=-09,B=-39)1D=60(F=30,B=30)11=-8(F=-4,B=-4)12---28(F=-14,B=-14) December 8,201,e WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 BEFORE USE. Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component. Applicability of design paramenters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the Julius Lee PE. erector. Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding _ 1109 Coastal Bay fabrication,quality control,storage,delivery,erection and bracing,consuh ANSVTPII Quality Criteria,DSB-89 and BCS11 Building Component Boynton Beach,FL 33435 Safety Information available from Truss Plate Institute,583 D'Onofno Drive,Madison,WI 53719. Job Truss Truss TypeQ y ply 19074911 628610 T01 Hip Truss 2 1 Job Reference(optional) Builders FirstSource, Jacksonville,FI 32244 7.350 s Sep 27 2012 MiTek Industries,Inc. Mon Dec 08 15:05:13 2014 Page 2 ID:_8kMOOgI CCVBYV7m4?iycCyToxk-cdMfilju6ZvG?zAdVrTECnKIGgnmZJ_5uPkbmNyB 12)This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. 13)Note:Visually graded lumber designation SP,represents new lumber design values as per SPI B. 14)Truss Design Engineer:Julius Lee,PE:Flonda P.E.License No.34869.Address.1109 Coastal Bay Blvd.Boynton Beach,FL 33435 LOAD CASE(S)Standard 1)Regular.Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-0=-04,4-9=-04,9-12=-44,2-11=-10 Concentrated Loads(lb) Vert:4=-157(B)7=-90(B)9=-157(B)17=-197(B)13=-197(B)18=-90(B)19=-90(B)20=-90(B)21=-90(B)22=-90(8)23=-90(6)24=-90(B)25=-24(6)26=-24(8)27=-24(B)28=-24(B)29=-24(B) 30=-24(8)31=-24(B)32=-24(B) WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-7473 BEFORE USE. Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component. Applicability of design paramenters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the Julius Lee PE. erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding 1109 Coastal Bay fabrication,quality control,storage,delivery,erection and bracing,consult ANSUTP11 Quality Criteria,DSB-89 and BCS11 Building Component Boynton Beach,FL 33435 Safety Information available from Truss Plate Institute,583 D'Onofdo Drive,Madison,WI 53719. Job Truss Truss Type Qty Ply 19074913 628610 T03 Hip Truss 2 1 Job Referenceo tional Builders FirstSouroe, Jacksonville,FI 32244 7.350 s Sep 27 2012 MTek Industries,Inc. Mon Dec 08 15:05:16 2014 Page 1 ID:_8kMQOglCcvBYV7rn4'?iycCyToxk-OC2oK3lnOUHrsRvCAzOxppyldupJmo1 YaNzFNiyB_p 2-0-0510.14 11-0-0 15-11.8 20.11-0 26-0-2 31-11-0 33-11-0 2-0-0 5-10.14 5-1-2 4-11 8 4-11-81014 2-00 4 s s aro u a4\ a4 d 9 t a ° 2 � ° e at ,3 0 n 4.a= U4 8.4-10 15-11-8 23-6E 31-11-0 8-4-10 7-6-14 7b-14 8-4-10 Plate Offsets X Y: 2:0.2-14 Ede 8:0-2-14 Etl 110--0 0-3-0 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) Wall Lid PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.58 Vert(LL) 0.32 11-12 >999 240 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.72 Vert(TL) -0.46 11-12 >825 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.17 Horz(TL) 0.13 B n1a We BCDL 5.0 Code FBC2010/fP12007 (Matrix) Weight:148 Ib FT=20% LUMBER BRACING TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-3.8 oc puriins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 4-11-1 oc bracing. WEBS 2x4 SP No.3MiTek recommends that Stabilizers and required cross bracing be installed urin rectto in accordancewithStabilizerInstal tiuide. REACTIONS (lb/size) 2=948/0.3-8 (min.0-1-8),8=952/0-5-8 (min.0-1-8) Max Horz 2=58(LC 12) Max Uplift2=-422(LC 8),8=-426(LC 9) Max Grav2=1 127(LC 2),8=1 133(LC 2) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOPCHORD 2-3=-2717/1633,3-4=-2425/1454,4-5=-2299/1439,5-6=-2299/1439,6-7=-2407/1443, �\ �J••'• \CENSE '•.• �i 7$=-2687/1613 �BOTCHORD 2-12=-1420/2511,11-12=-1062/2004,10.11=-10672001,8-10=-14252491 WEBS 3-12=-372/338,4-12=1801375,4-11=-166/428,5-11=2961233.6-11=-173/436,6-10=-170/362, r 34869 7-10=-352/324 NOTES (9-11) 1)Unbalanced roof live loads have been considered for this design. ( ...... 1 2)Wind:ASCE 7-10,Vult--l30mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.Opsf,h=24ft,Cat.II;Exp C:Encl.,GCpi=0.18,MWFRS (envelope)and C-C Exterior(2)zone;C-C for members and forces 8 MWFRS for reactions shown,Lumber DOL=1.60 plate grip DOL=1.60 STATE OF 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcument with any other live loads. ••• �(OR)�P .'• j�`; 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)All bearings are assumed to be SP No.2 crushing capacity of 565 psi. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 422 Ib uplift at joint 2 and 426 Ib uplift at joint 8. B)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 9)This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. 10)Note:Visually graded lumber designation SP,represents new lumber design values as per SPIB. 11)Truss Design Engineer.Julius Lee,PE:Florida P.E.License No.34869:Address:1109 Coastal Bay Blvd.Boynton Beach,FL 33435 LOAD CASE(S)Standard December 8,201,e WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 BEFORE USE. Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component. Applicability of design paramenters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the Julius Lee PE. erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding 1109 Coastal Bay fabrication,quality control,storage,delivery,erection and bracing,consult ANSV Pl1 Quality Crfteria,DSB-89 and BCSI7 Building Component Boynton Beach,FL 33435 Safety Information available from Truss Plate Institute,583 D'Onotrio Drive,Madison,WI 53719. Job Truss Truss Type pty Ply 19074915 628610 T05 Hip Truss y 1 ' Job Reference(optional) Builders FirstSource, Jacksonville,FI 32244 7.350 s Sep 27 2012 MiTek Industries,Inc. Mon Dec 08 15:05:19 2014 Pagel ID:_8kMOOglCcvBYV7m4?iycCyToxk-Onjwz5nfhPfPkuenr5ZeR2amp5rVzy5 GLBv_1y6 -2-0-0 7-10-14 15-0-0 16-11-0 24-0-2 31 11-0 'i4 1111 2-0-0 7-10-14 7-1-2 1-11-0 7-1-2 7-10-14 �2 SraN�159.6 48= dg= 5 6 5.6 1'.4% 7 4.W 17 ] B h 11 2 p 15 11 19 12 11 h4 14=M_]N= b4 11 7-10-14 15-0-0 16-11-0 24-0-2 31-11-0 7-10-14 7-1-2 1-11-0 7-1-2 7-10-14 Plate Offsets X Y: 2:D-2-14 Ede [9:0-2-14,Edgel LOADING(psf) SPACING 2-M CSI DEFL in (loc) I/defi Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.71 Vert(LL) 0.30 14-15 >999 240 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.69 Vert(TL) -0.45 14-15 >849 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.98 Horz(TL) 0.14 9 n/a We BCDL 5.0 Code FBC2010rrP12007 (Matrix) Weight:147 lb FT=20% LUMBER BRACING TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-6-13 oc pudins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 4-11-3 oc bracing. WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be installed unn truss erection in accordance with Stabilizer Installation ouide. REACTIONS (Ib/size) 2=948/0-3-8 (min.0-1-8),9=952/0-5.8 (min.0-1-8) Max Horz 2=-75(LC 17) Max Uplift2=406(LC 8),9=409(LC 9) Max Grav2P1127(LC 2),9=1133(LC 2) FORCES (lb)-Max.Com ./Max.Ten.-All forces 250(lb)or less except when shown. \ V TOP CHORD 2-3=-2670/1602,34=1853/1151,4-5=-1796/1168,5-6=-1729/1164,6-7=-1796/1169, J `CENSE 7-8=-1853/1152,8-9=-2651/1589 i BOTCHORD 2-15=-1374/2455,14-15=-1374/2455,13-14=-844/1660,12-13=-844/1660,11-12=-1387/2446, 9-11=-1387/Paas * r 34869 WEBS 3-14=-871/600,5-14=-181/341,6-12=-179/337,B-12=-848/584 NOTES (9-11) 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=3.Opsf;h=24ft;Cat.II;Exp C.Encl.,GCpi=0.18,MWFRS (envelope)and C-C Exterior(2)zone;C-C for members and forces&M WFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 % STATE OF ._�z- 3)Provide adequate drainage to prevent water ponding. i 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. .FC ORi� ` \ 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 •� •. P' `� \ bottom chord and an other members. V�/ \ \\ 6)All bearings are assumed to be SP No.2 crushing capacity of 565 psi. /� /O NAL 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 406 It,uplift at joint 2 and 409 lb uplift at joint 9. 8)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 9)This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. 10)Note:Visually graded lumber designation SP,represents new lumber design values as per SPIE. 11)Truss Design Engineer.Julius Lee,PE:Florida P.E.License No.34869:Address:1109 Coastal Bay Blvd.Boynton Beach,FL 33435 LOAD CASE(S)Standard December 8,201,e A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 BEFORE USE. Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component. Applicability of design paramenters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibillity of the Julius Lee PE. erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding 1109 Coastal Bay fabrication,quality control,storage,delivery,erection and bracing,consult ANSVTP11 Owlity,Criteria,DSB-89 and BCS11 Building Component Boynton Beach,FL 33435 Safety Information available from Truss Plate Institute,583 D'Onofno Drive,Madison,WI 53719. Job Truss Truu Type Oy Ply 628610 T07 GABLE 2 1 FIob:.. nalrence o tio9074917 Builders FirstSource, Jacksonville,FI 32244 7.350 s Sep 27 2012 Mi Industries,Inc. Mon Dec 08 15:05:24 2014 Page 1 I D:— 8kMQOglCcvBYV7rn4?iycCyToxk-nkXpOoroWyligg WKee9p85Hkg6i3eSgjQdvgfEy6 -2� 15-11-8 31-11-0 311-0 2-0-0 15-11-8 15-11-8 445= 244 u y4 II 12 13 244 II tt 2N II 2x+ 1a 14 244 I ,ie, 2.4 II 8 15 wII e to 546 I 2x4 II 7 1T 241 II 4.ee 12 b4 II 6 to 14 II u 5 s1 y. B 71 244 II 244 II 4 244 II 3 In U T1 21 T T T T 2 �1 n 14— Q 41 b S % 37 % % N 9 R T % N 2e 27 N % 24 >'+ b4 II 34 II L4 II b4 II 244 II -1 II 244 II 244 II b4 II 546= 244 II 244 II 24+II 244 II N4 II 244 II y,4 II a4 II q4 II 31-11-0 31-11-0 Plate Offsets X Y: :0-3-0 0-3-0 17:0-3-0 0-3-0 33:0-3-00-3-0 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.31Vert(LL) -0.03 23 n/r 120 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.09 Vert(TQ -0.04 23 n/r 120 BCLL 0.0 ' Rep Stress Incr YES WB 0.05 Horz(TL) 0.01 22 rVa Na BCDL 5.0 Code FBC2010rrP12007 (Matrix) Weight:188 Ib FT=20% LUMBER BRACING TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6.0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be installed durin truss rection in accordance with Stabilizer Installation ouide. REACTIONS All bearings 31-11-0. (lb)- Max Horz 2=-79(LC 13) Max Uplift All uplift 100 lb or less atjoint(s)34,35,36,37,38,39,40,41,42,32,31,30, 29,28,27,26,25,24 except 2=-143(LC 8),22=-153(LC 9) Max Grav All reactions 250 Ib or less at joint(s)33,34,35,36,37,38,39,40,41,42,32, 31,30,29,28,27,26,25,24 except 2=253(LC 2),22=253(LC 2) �\`v�• �CENS�• •�� FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. i NOTES (11-13) 7C 7C _ 3486We. 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=3.Opsf;h=24ft;Cat.Il;Exp C,End.,GCpi=0.18;MVvFRS t (envelope)and C-C Extenor(2)zone,C-C for members and forces 8:M WFRS for reactions shown;Lumber D6L=1.60 plate grip DOL=1.60 — T ,r1c�1f — 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± 't�v'J... _ applicable,or consult qualified building designer as per ANSI/TPI 1. f,. 4)Gable requires continuous bottom chord bearing. " : W� 5)Gable studs spaced at 1-4-0 oc. i STATE OF 6)This truss has been designed fora 10.0 psf bottom chord live load nonwncument with any other live loads. •, F P •, ��•••���, \ 7)•This truss has been designed fora live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-11 wide will fit between the S •• L OR ICI •' V \� bottom chord and any other members. S ••••• \\\ 8)All bearings are assumed to be SP No.2 crushing capacity of 565 psi. 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)34,35,36,37,38,39,40,41,42,32, /////�O N(p'�"ti\\\\\ 31,30,29,28,27,26,25,24 except(jt=1b)2=143,22=153. 10)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 11)This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. 12)Note:Visually graded lumber designation SP,represents new lumber design values as per SPIB. 13)Truss Design Engineer.Julius Lee,PE:Florida P.E.License No.34869:Address:1109 Coastal Bay Blvd.Boynton Beach,FL 33435 LOAD CASE(S)Standard December 8,201,e X WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERENCE PAGE M11-7473 BEFORE USE. Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component. Applicability of design pammentem and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the Julius Lee PE. erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding 1109 Coastal Bay fabrication,quality control,storage,delivery,erection and bracing,consult ANSIrrPl1 Quality Criteria,DSB-89 and BCS11 Building Component Boynton Beach,FL 33435 Safety Information available from Truss Plate Institute,583 D'Onofrio Drive,Madison,WI 53719. Job Truss 7-,u-"—Ty.,T QtyPly19074919 628610 T09 russ 16 1 • Job Reference(optional) Builders FirstSource, Jacksonville,FI 32244 7.350 s Sep 27 2012 MiTek Industries,Inc. Mon Dec 08 15:05:29 2014 Page 1 ID_8kMOOgICcvBYV7m4?iycCyToxk-8iKi3VvwKLlw?wRPiRCI_r9_Ri7FiJcfSZucRKSyB_p -7-0-0 8.4-10 15-11-8 2386 31-11-0 2-0-0 8.410 7814 7.614 8.4-10 sd.•1 sas ws= 3 h6� 4a8 . .. h4\ 4 B b4 J 1.00 12 e Z 61 t 12 10 13 i YS= Y4 10-10-15 21-0-1 31-11-0 10-10-15 10-1-3 10-10-15 Plate Offsets X Y: 2:0-2-14 Ede 6:0-3-0Edge] LOADING(psf) SPACING 2-M CSI DEFL in (loc) Udall Lid PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.94 Vert(LL) -0.38 8-9 >996 240 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.76 Vert(TL) -0.76 8-9 >500 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.46 Horz(TL) 0.11 8 Na rue BCDL 5.0 Code FBC2010rrP12007 (Matrix) Weight:133 Ib FT=20% LUMBER BRACING TOP CHORD 2x4 SP No.2*Except* TOP CHORD Structural wood sheathing directly applied. T3:2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 4-11-8 oc bracing. BOT CHORD 2x4 SP No.1 MiTek recommends that Stabilizers and required cross bracing be installed WEBS 2x4 SP No.3 duan truss erection in accordance with Stabilizer Installation auide. REACTIONS (Ib/size) 2=996/0-3-8 (min.0-1-8),8=893/Mechanical Max Upidt2=-403(LC 8),8=-301(LC 9) Max Grav2=1137(LC2),8=1011(LC2) FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. J CEN$ ' TOP CHORD 2-3=-2797/1652,34=2456/1450,45=-2395/1469,5-6=-2418/1492,67=-2479/1474, 68 •• i 7-8=-2822116 BOT CHORD 2-11=-1478/2579,11-12=-868/1686,10-12=-8l686,10-13=-868/1686,68/ 9-13=-868/1686, r 34869 * _ 8-9=-1519/2620 — WEBS 5-9=-4341794,7-9=-566/515.5-11=-402t763.3-11=-537/486 — NOTES (8-11) _ 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=3.Opsf,h=24ft,Cat.11;Exp C,End.,GCpi=0.18;MWFRS141 STATE OF .•••� z (envelope)and C-C Extenor(2)zone;C-C for members and forces 8 MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 i 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. •• •FC OR(O P •• \ 4)-This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 380 tall by 2-0-0 wide will fit between the .•• •• •\�\\ bottom chord and any other members,with BCDL=5.Opsf. 5)All bearings are assumed to be SP No.2 crushing capacity of 565 psi. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=1b)2=403,8=301. '�//O � (•Q- , \�\ 7)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 8)This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. 9)Note:Visually graded lumber designation SP,represents new lumber design values as per SPIE. 10)Truss Design Engineer.Julius Lee,PE:Florida P.E.License No.34869:Address:1109 Coastal Bay Blvd.Boynton Beach,FL 33435 11)Use Simpson HTU26 to attach Truss to Carrying member LOAD CASE(S)Standard December 8,201,e A WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 BEFORE USE. Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component. Applicability of design paramenters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the Julius Lee PE. erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding 11 D9 Coastal Bay fabrication,quality control,storage,delivery,erection and bracing,consult ANSPTPIII Quality Criteria,DSB-89 and BCSI1 Building Component Boynton Beach,FL 33435 Safety Information available from Truss Plate Institute,583 D'Onofno Drive,Madison,WI 53719. Job Truss Truss Type Qty ply 19074921 628610 T11 Monopilch Truss 2 1 Job Reference(optional) Builders FirstSouroe, Jacksonville,FI 32244 7.350 s Sep 27 2012 MiTek Industries,Inc. Mon Dec 08 15:05:32 2014 Page 1 I D:_8kMQOglCcvBYV7ni4?iycCyToxk-YHOrhXxpdPlZnu7H6KIhTnc5zLKW WxXuFsr5xnyB_p -2-0-0 5-6-3 10-8-13 16-3-0 2-0-0 511-3 5-2-11 5113 e Swb�1:]6.e s.4= T2 yea s 4 .ao r2 m a s n ��II z e+ ez e e 10 — y4= 3rt= ae— y4=] 8-1-8 16-3-0 B-1.8 8-1-8 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.37 Vert(LL) -0.10 7-9 >999 240 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.50 Vert(TL) -0.17 7-9 >999 180 BCLL 0.0 ' Rep Stress Ina YES WB 0.58 HOrz(TL) 0.02 7 We n/a BCDL 5.0 Code FBC2010/TPI2007 (Matrix) Weight:95 lb FT=20% LUMBER BRACING TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 or purlins, except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 7-6-2 or bracing. WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be installed durin truss erection in accordance with Stabilizer Installation guide. REACTIONS (Ib/size) 7=A24/0-3-8 (min.0-1-8),10--534/0-5-8 (min.0-1-8) Max Horz 10=213(LC 8) Max UpIM7=-215(LC 12),10=-231(LC 8) Max Grav 7=503(LC 2),10=637(LC 2) FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(tb)or less except when shown. \\� `v S •/( ///� TOP CHORD 3.4=-6241294,4-5=-557/301,2-10=-310/335 \\ •. BOT CHORD 9-10=-612/738,8-9=-3681469,7-8=-368/469 \ WEBS 3-9=-199251,5-9=-1411315,5-7=$06/479,3-10=-0731322 �� •• \CENSE i NOTES (7-9) Z * 34869 1)Wind:ASCE 7-10;Vult-130mph(3-second gust)Vasd=101mph,TCDL=4.2psf,BCDL=3.Opsf,h=24ft;Cat.II;Exp C,Encl.,GCpi=0.18;MWFRS (envelope)and C-C Exterior(2)zone,end vertical left exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip_ .� 2)This truss has been designed for a 10.0 psf bottom chord live load noncorlcurrent with any other live loads. � ...... WX 3)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-x0 tall by 2-0-0 wide will fit between the bottom chord and any other members. STATE OF - 4)All bearings are assumed to be SP No.2 crushing capacity of 565 psi. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except Qt--Ib)7=215,10=231. •. •F�OR'Q P, •. r,� 6)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. v(�(�• •.• ,. `�J 7)This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the �j, v •G`\\\ responsibility of the building designer per ANSI TPI 1 as referenced by the building code. // 0 N M- v �\ 8)Note:Visually graded lumber designation SP,represents new lumber design values as per SPIB. // 9)Truss Design Engineer.Julius Lee,PE:Florida P.E.License No.34869:Address:1109 Coastal Bay Blvd.Boynton Beach,FL 33435 LOAD CASE(S)Standard December 8,201,e ® WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 BEFORE USE. Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component. Applicability of design paramenters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibillity of the Julius Lee PE. erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding 1109 Coastal Bay fabrication,quality control,storage,delivery,erection and bracing,consult ANSIr P11 Quality Criteria,DSB-89 and BCSI1 Building Component Boynton Beach,FL 33435 Safety Information available from Truss Plate Institute,583 D'Onofno Drive,Madison,WI 53719. Job Truss Truss Type Qty ply 19074922 628610 T12 MONOPITCH TRUSS 2 Job Lce(optional) Builders FirstSource, Jacksonville,FI 32244 7.350 s Sep 27 2012 MTek Industries,Inc. Mon Dec 08 15:05:33 2014 Page 2 ID:_8kMQOglCcvBW/m4?IycCyToxk-OTZDvtyROiQQP2Tg 1 pw??9FskZRFJc2U WaeTDyB—p LOAD CASE(S)Standard 1)Regular Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-2=44,2-6=-44,7-11=10 Concentrated Loads(lb) Vert:9=-883(8)12=-883(6)13=-883(6)14=-683(6)15=-883(B)16=-883(B)17=-863(B)18=-863(B) ® WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 BEFORE USE. Design valid for use only with MTek connectors.This design is based only upon parameters shown,and is for an individual building component. Applicability of design paramenters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the Julius Lee PE. erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding 1109 Coastal Bay fabrication,quality control,storage,delivery,erection and bracing,consult ANSUTPII Quality Criteria,DSB-89 and BCSIII Building Component Boynton Beach,FL 33435 Safety Information available from Truss Plate Institute,583 D'Onofrio Drive,Madison,WI 53719. Job Truss 7G1.11 ypeQy Ply19074924 628610 T14G 1 TJob Reference(optional) Builders FirstSource, Jacksonville,FI 32244 7.350 s Sep 27 2012 MiTek Industries,Inc.Mon Dec 08 15:05:37 2014 Page 1 I D:_BkM QOg I CcvBYV7m4?iycCyToxk-vEpklF?ySxwsufOEvtu sArJxi M5LBBhdP8YscyB-p �-0-0 5813 10.10.3 16-5-0 211 5813 5 3-5 5813 SOM.tEA 6 m II D4 II a4 II 14 y+% a4 II s rz 2M II stir= 412 II T4 Td 4.W 2 a4 II a4 II T1 ac% s a4 II N4 II n a N4 II a4 II rz a4 I et I Lj to 10 8411 5 _ a 8411 8411 8411 11 45= 9v8 34= 7 a4 II U4- 5813 10-10-3 16-5-0 5-6-13 5-3-5 5-0-13 Plate Offsets X Y: 125:0-1-14,0-1-0 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) Well Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.37 Vert(LL) 0.04 8-10 >999 240 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.26 Vert(TL) -0.05 10-11 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.59 Horz(TL) -0.01 7 1118 n/a BCDL 5.0 Code FBC2010,71`12007 (Matrix) Weight:134 Ib FT=20% LUMBER BRACING TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins, except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 781 oc bracing. WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be installed OTHERS 2x4 SP No.3 Burin truss erection in accordance with Stabilizer Installation guide. REACTIONS (Ib/size) 7=429/0.5-8 (min.0.10,11=538/0-5-8 (min.0.1-8) Max Horz 11=290(LC Max Uplift7=-355(LC 12),11=-382(LC 8) , Max Grav 7=508(LC 2),11=642(LC2) \v.7 �+•K //j// FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. \\ `V•.• \(-,ENS- ••�� /� TOP CHORD 2-3=-802/400,3-4=-526229,4-5=-467241,2-11=-636/491 •7 i BOT CHORD 10.11=-370/173,9-10=-624/600,8-9=-624/600,7-8=-380/516 i WEBS 3-8=-321r277,5-8=-94r264,5-7=-650/478,2-10=-305/668 r 34869 * �_ NOTES (9-11) 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=24ft;Cat.II;Exp C;End.,GCpi=0.18;MWFRS _ (envelope)gable end zone and C-C Extenor(2)zone,end vertical left exposed;C-C for members and forces&M WFRS for reactions shown,Lumber T 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 wino(normal to the face),see Standard Industry Gable End Details as `V z applicable,or consult qualified building designer as per ANSII TPI 1. ••• STATE OF •'\_\ 3)Gable studs spaced at 14-0 oc. FL OFt(O P , 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurent with any other live loads. S •.• •. 5)'This truss has been designed for a live load of 20.0p sf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the / S •''' \\ bottom chord and any other members. // /O N A\- �\\ 6)All bearings are assumed to be SP No.2 crushing capacity of 565 psi. //0/ 11110\0 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except(jt=1b)7=355,11=382. 8)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 9)This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. 10)Note:Visually graded lumber designation SP,represents new lumber design values as per SPIB. 11)Truss Design Engineer.Julius Lee,PE:Florida P.E.License No.34869:Address:1109 Coastal Bay Blvd.Boynton Beach,FL 33435 LOAD CASE(S)Standard December 8,201,e WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE Mll-7473 BEFORE USE. Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component. Applicability of design paramenters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing sham is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibility of the Julius Lee tad erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding 1109 Coastal Bay fabrication,quality control,storage,delivery,erection and bracing,consult ANSVTP11 Quality Criteria,DSB-89 and BCS11 Building Component Boynton Beach,FL 33435 Safety Information available from Truss Plate Institute,583 D'Onofrio Drive,Madison,WI 53719. Job Truss Truss Type pty ply 19074926 628610 T16 Common Truss 4 1 • Job Reference oonal Builders FirstSource, Jacksonville,FI 32244 7.350 s Sep 27 2012 MiTek Industries,Inc. Mon Dec 08 15:05:392014 Page I ID:_BkMQOgICcvBYV7rn4?'tycCyToxk-rdxU9w1C YAa7zAd0IwKFGPFr9i6fDPwsSIzhtyBy -2-0-0 4-7-11 8-2-8 11-9-5 16-1-0 2-0-0 4-7-11 3-6.13 3tr13 4311 m= 4 gap t2 2x4 34= L A 1 WI WI 2 6 9102 L-j ; 7 8-2-8 16-1-0 8-2-8 7-10-8 Plate Offsets X Y: 6:0-0-11 Ede :04-0 0-3-0 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.45 Vert(LL) -0.11 2-7 >999 240 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.56 Vert(TQ -0.21 2-7 >9D4 180 BCLL 0.0 ' Rep Stress Ina YES WB 0.12 Horz(TL) 0.04 6 Na Na BCDL 5.0 Code FBC20101TP12007 (Matrix) Weight:66 Ib FT=20% LUMBER BRACING TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-7-5 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-1-5 oc bracing. WEBS 2x4 SP No.3 MiTek rewmmends that Stabilizers and required cross bracing be installed d.nn truss ere i in accordance with Stabilizer Installation ouider REACTIONS (Ib/size) 6=419/0-1.8 (min.0-1-8),2=533/0-5-8 (min.0-1-8) Max Horz 2=47(LC 8) Max Uplift6=-146(LC 9),2=-258(LC B) ``\}1 I 1 1 I/j// Max Grav 6=497(LC 2),2=636(LC 2) \\��� S• C• /�i/// FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. \ J•. TOP CHORD 2-3=-1510/961,3.4=-1126/683,4-5=-1127/684,5E=-1509/991 BOT CHORD 2-7=-88511424,6-7=-919/14261C�NS'� i WEBS 4-7=-1381319,5-7=-396/369,3-7=-391!332 =_ y •• 1 i NOTES (9-11) _ 7C 34869 1)Unbalanced roof live loads have been considered for this design. —' 2)VJlnd:ASCE 7-10,Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf,BCDL=3.Opsf,h=24ft,Cat.11;Exp C.EnG.,GCpi=0.18;MWFRS (envelope)and C-C Exterior(2)zone;C-C for members and forces 8 M WFRS 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 i STATE OF ••._�\ bottom chord and any other members. 5)All bearings are assumed to be SP No.2 crushing capacity of 565 psi. •• .FC OR ID P •• �•,` 6)Provide mechanical connection(by others)of truss to bearing plate at jdnt(s)6. •.• ,. a\J\\ 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except(jt--lb)6=146,2=258. �j/ tJ •G`_\\ 8)"Semi-rigid pltchbreaks inducing heels"Member end fixity model was used in the analysis and design of this truss. 9)This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. 10)Note:Visually graded lumber designation SP,represents new lumber design values as per SPIB. 11)Truss Design Engineer:Julius Lee,PE:Florida P.E.License No.34869:Address:1109 Coastal Bay Blvd.Boynton Beach,FL 33435 LOAD CASE(S)Standard December 8,201,e A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 BEFORE USE. Design valid for use only with MiTek connectors-This design is based only upon parameters shown,and is for an individual building component. Applicability of design paramenters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibillity of the Julius Lee PE. erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding 1109 Coastal Bay fabrication,quality control,storage,delivery,erection and bracing,consult ANSVTPI1 Quality Criteria,DSB-89 and BCS11 Building Component Boynton Beach,FL 33435 Safety Information available from Truss Plate Institute,583 D'Onofrio Drive,Madison,WI 53719. Job Truss Truss Type Ory Ply 19074927 ms 1 628610 T17 Half Hip Trt � TJob Reference(optional) Builders FirstSource, .Jacksonville,FI 32244 7.350 s Sep 27 2012 MTek Industries,Inc. Mon Dec 08 15:05:40 2014 Page 2 1 D:_8kMOOgICcvBYV7ni4?iycCyToxk-JpUtNG1 glsJR171pa?SZoTx17Z?I0Vt456nWDJyB_p LOAD CASE(S)Standard Concentrated Loads(lb) Vert:3=149(F)9=191(F)10=-87(F)11=-87(F)12=-87(F)13�87(F)14=-24(F)15=-24(F)16r-24(F)17=-24(F) WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 111II-7473 BEFORE USE. Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component. Applicability of design paramenters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibillity of the Julius Lee PE. erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding 1109 Coastal Bay fabrication,quality control,storage,delivery,erection and bracing,consult ANSVTPt1 Quality Criteria,DSB-89 and BCS11 Building Component Boynton Beach,FL 33435 Safety Information available from Truss Plate Institute,583 D'Onofno Drive,Madison,WI 53719. Job Truss Truss Type Qty Ply 19074929 628610 T19 Monopitch Truss 1 TJob Reference(optional) Builders FirstSource, Jacksonville,FI 32244 7.350 s Sep 27 2012 MiTek Industries,Inc. Mon Dec 08 15:05:42 2014 Page 1 I D:_8kMQ Og I CcvBYV7rn4?iycCyToxk-FCodoy34GTZ9_RuCiO U 1 tuDgfNgbsaVJNZQ Gdl CyB� 8-1-8 B-1-8 Swk•1154 a,4 II 4m 11 s a 4 11 3 am 1`1-2 La II 2 Ti w ST] STl srn i Ll L at B 8 7 a y4= n,4 11 a4 II n4 11 II LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) Wall Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.22 Vert(LL) rda We 999 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.13 Vert(TL) Wa - Wa 999 BCU- 0.0 Rep Stress Ina YES WB 0.10 Horz(TL) -0.00 6 Wa Na BCDL 5.0 Code FBC2010/rP12007 (Matrix) Weight:33 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 end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 SP No.3 MiTek rewmmends that Stabilizers and required cross bracing be installed OTHERS 2x4 SP No.3 MiTek truss erection in accordance with Stabilizer Installation guide. REACTIONS All bearings 8-1-8. (lb)- Max Horz 1=73(LC 8) Max All uplift 100 lb less at Max G at All reactions 250rlb or less at joint(s) ,8,7 except 9= 8348(C2 ) \\\\\\��) (^!�•//////// FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. _` •• ••. WEBS 2-9=-327/336 `V� ' \GENS •'•\.f\ NOTES (10.12) y i 1)Wrid:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=42psf,BCDL=3.Opsf,h=24ft,Cat.II;Exp C,End.,GCpi=0.18;MWFRS 7� (envelope)and C-C Exterior(2)zone;C-C for members and forces&MWFRS for reactions shown,Lumber DOL=1.60 plate grip DOL=1.60 34869 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)Gable requires continuous bottom chord bearing. T'1 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. /2/ 6)`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 STATE OF \ bottom chord and any other members. FC OR ID P' 7)All bearings are assumed to be SP No.2 crushing capacity of 565 psi. .• 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s)1,6,8,7 except Qt=1b)9=129. / //� 9)"Semi-rigid pitchbreaks including heels'Member end fixity model was used in the analysis and design of this truss. /// V N A`•, \\\ 10)This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. 11)Note:Visually graded lumber designation SP,represents new lumber design values as per SPIE. 12)Truss Design Engineer.Julius Lee,PE:Florida P.E.License No.34869-.Address:1109 Coastal Bay Blvd.Boynton Beach,FL 33435 LOAD CASE(S)Standard December 8,201,e A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 BEFORE USE. Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component. Applicability of design paramenters and proper incorporation of component is responsibility of building designer-not truss designer.Braking shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the Julius Lee PE. erector. Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding 1109 Coastal Bay fabrication,quality control,storage,delivery,erection and bracing,consult ANS6rPl1 Quality Criteria,DSB-89 and BCSIt Building Component Boynton Beach,FL 33435 Safety Information available from Truss Plate Institute,583 D'Onofrio Drive,Madison,WI 53719. August 10, 2010 T-BRACE / I-BRACE DETAIL WITH 2X BRACE ONLY ST - T-BRACE 2 0� MiTek Industries,Chesterfield,MO Page 1 of 1 Note:T-Bracing/ I-Bracing to be used when continuous lateral bracing 00o is impractical.T-Brace/ I-Brace must cover 90%of web length. 0 00 E=P Note:This detail NOT to be used to convert T-Brace/ I-Brace MiTek Industries, Inc. webs to continuous lateral braced webs. Nailing Pattern Brace Size T-Brace size Nail Size Nail Spacing for One-Ply Truss 2x4 or 2x6 or 2x8 10d 6"o.c. Specified Continuous Rows of Lateral Bracing Note: Nail along entire length of T-Brace/ I-Brace Web Size 1 2 (On Two-Ply's Nail to Both Plies) 2x3 or 2x4 2x4 T-Brace 12x4 I-Brace 2x6 2x6 T-Brace 2x61-Brace 2x8 2x8 T Brace MI-Brace Nails Brace Size � for Two-Ply Truss t Specified Continuous } Rows of Lateral Bracing SPACING Web Size 1 2 k 20 or 2x4 2x4 T-Brace 12x4 I-Brace k 2x6 WEB T Brace 12x61-Brace WEB 2x8 2x8 T-Brace 2x81-Brace k —A T-Brace/ I-Brace must be same species { T-BRACE and grade (or better) as web member. ...... �J . \CENS,c NailsSection Detail Z * N 34869 * _ of= T-Brace ° 6/22/11 4ij STATE OF Web Nails 1109 COASTAL BAY BOYNTON BC, FL 33435 Web -Brace Nails JANUARY 1, 2009 LATERAL TOE-NAIL DETAIL ST-TOENAIL_SP r Pagelofl == ® MiTek Industries,Chesterfield,MO FV1011 NOTES: 1.TOE-NAILS SHALL BE DRIVEN AT AN ANGLE OF 45 DEGREES WITH THE MEMBER a oo AND MUST HAVE FULL WOOD SUPPORT. (NAIL MUST BE DRIVEN THROUGH AND o� EXIT AT THE BACK CORNER OF THE MEMBER END AS SHOWN. 2.THE END DISTANCE,EDGE DISTANCE,AND SPACING OF NAILS SHALL BE SUCH AS TO AVOID UNUSUAL SPLITTING OF THE WOOD. MiTek Industries, Inc. 3. ALLOWABLE VALUE SHALL BE THE LESSER VALUE OF THE TWO SPECIES FOR MEMBERS OF DIFFERENT SPECIES. THIS DETAIL APPLICABLE TO THE i TOE-NAIL SINGLE SHEAR VALUES PER NDS 2001 (Ib/nail) THREE END DETAILS SHOWN BELOW DIAM. SYP DF HF SPF SPF-S O .131 88.0 80.6 69.9 68.4 59.7 Z 135 93.5 85.6 74.2 72.6 63.4 VIEWS SHOWN ARE FOR O ILLUSTRATION PURPOSES ONLY in .162 108.8 1 99.6 1 86.4 84.5 1 73.8 C') C7 .128 74.2 67.9 58.9 57.6 50.3 0 .131 75.9 69.5 60.3 59.0 51.1 SIDE VIEW N .148 81.4 74.5 64.6 63.2 52.5 3 NAILS n NEAR SIDE VALUES SHOWN ARE CAPACITY PER TOE-NAIL. NEAR SIDE APPLICABLE DURATION OF LOAD INCREASES MAY BE APPLIED. NEAR SIDE EXAMPLE: (3)-16d NAILS(.162"diam.x 3.5")WITH SPF SPECIES BOTTOM CHORD For load duration increase of 1.15: 3(nails)X 84.5(Ib/nail)X 1.15(DOL)=291.5 Ib Maximum Capacity ANGLE MAY ANGLE MAY ANGLE MAY VARY FROM VARY FROM VARY FROM 300TO 60° 30,TO 60° 45.001 30*TO 60' 45.00° 45.00' 5 5.00° s ,J�'•��CENSF .�� �� j. d N 34869 � 6/22/11 [V;STATE OF F�ORIDP •'• �\� 1109 COASTAL BAY BOYNTON BC, FL 33435 STANDARD PIGGYBACK ST-PIGGY-7-10 FEBRUARY 14, 2012 TRUSS CONNECTION DETAIL MiTek Industries,Chesterfield,M MAXIMUM WIND SPEED=REFER TO NOTES D AND OR E MAX MEAN ROOF HEIGHT=30 FEET MAX TRUSS SPACING=24"O.C. CATEGORY II BUILDING ��oo EXPOSURE B or C ASCE 7-10 n DURATION OF LOAD INCREASE:1.60 u DETAIL IS NOT APPLICABLE FOR TRUSSES MiTek Industries, Inc. TRANSFERING DRAG LOADS(SHEAR TRUSSES). ADDITIONAL CONSIDERATIONS BY BUILDING ENGINEER/DESIGNER ARE REQUIRED. A-PIGGBACK TRUSS.REFER TO MITEK TRUSS DESIGN DRAWING. SHALL BE CONNECTED TO EACH PURLIN E WITH(2)0.131"X 3.5"TOE NAILED. B-BASE TRUSS,REFER TO MITEK TRUSS DESIGN DRAWING. C-PURLINS AT EACH BASE TRUSS JOINT AND A MAXIMUM 24"O.C. A UNLESS SPECIFIED CLOSER ON MITEK TRUSS DESIGN DRAWING. CONNECT TO BASE TRUSS WITH(2) 0.131"X3.5"NAILS EACH. D-2 X_X 4'-0"SCAB,SIZE AND GRADE TO MATCH TOP CHORD OF PIGGYBACK TRUSS,ATTACHED TO ONE FACE,CENTERED ON INTERSECTION.WITH(2)ROWS OF 0.131"X 3"NAILS @ 4"O.C. SCAB MAY BE OMITTED PROVIDED THE TOP CHORD SHEATHING IS CONTINUOUS OVER INTERSECTION AT LEAST 1 FT.IN BOTH DIRECTIONS AND: 1.WIND SPEED OF 115 MPH OR LESS FOR ANY PIGGYBACK SPAN,OR 2.WIND SPEED OF 116 MPH TO 160 MPH WITH A MAXIMUM PIGGYBACK SPAN OF 12 ft. E-FOR WIND SPEEDS BETWEEN 126 AND 160 MPH,ATTACH C MITEK 3X8 20 GA Nail-On PLATES TO EACH FACE OF TRUSSES AT 72"O.C.W/(4)0.131"X 1.5"PER MEMBER.STAGGER NAILS FROM OPPOSING FACES.ENSURE 0.5"EDGE DISTANCE. (MIN.2 PAIRS OF PLATES REO.REGARDLESS OF SPAN) i B D _ T_ [WHEN NO GAP BETWEEN PIGGYBACK AND BASE TRUSS EXISTS: REPLACE TOE NAILING OF PIGGYBACK TRUSS TO PURLINS WITH Nail-On PLATES AS SHOWN,AND INSTALL PURLINS TO BOTTOM EDGE OF BASE TRUSS TOP CHORD AT SPECIFIED SPACING SHOWN ON BASE TRUSS MITEK DESIGN DRAWING. I SCAB CONNECTION PER i NOTE D ABOVE i r I / / This sheet is provided as a Piggyback connection detail only.Building Designer is responsible for all FOR ALL WIND SPEEDS,ATTACH MITEK 3X6 20 GA Nail-On PLATES TO ermanent bracing per standard engineering practices or EACH FACE OF TRUSSES AT 48"O.C.W/(4)0.131"X 1.5"PER MEMBER. refer to SCSI for eneral uidance on lateral restraint STAGGER NAILS FROM OPPOSING FACES ENSURE 0.5"EDGE DISTANCE. and diagonal bracing requirements. VERTICAL WEB TO FOR LARGE CONCENTRATED LOADS APPLIED ��� vs S•K //i/ EXTEND THROUGH OTTOM CHORD \CENSE TO CAP TRUSS REQUIRING A VERTICAL WEB: ��--``�� .• ., } OF PIGGYBACK 1) VERTICAL WEBS OF PIGGYBACK AND BASE TRUSS MUST MATCH IN SIZE,GRADE,AND MUST LINE UP AS SHOWN IN DETAIL. * ' N 34869 2) ATTACH 2 x_x 4'-0"SCAB TO EACH FACE OF TRUSS ASSEMBLY WITH 2 ROWS OF 1 O(0.131"X 3")NAILS SPACED 4"O.C.FROM EACH FACE. (SIZE AND GRADE TO MATCH = — VERTICAL WEBS OF PIGGYBACK AND BASE TRUSS.) 3 9/12 W (MINIMUM 2X4) i O 3) THIS CONNECTION IS ONLY VALID FOR A MAXIMUM STATE OF CONCENTRATED LOAD OF 4000 LBS(@1.15). REVIEW F�ORIDP BY A QUALIFIED ENGINEER IS REQUIRED FOR LOADS GREATER THAN 4000 LBS. 4) FOR PIGGYBACK TRUSSES CARRYING GIRDER LOADS, NUMBER OF PLYS OF PIGGYBACK TRUSS TO MATCH BASE TRUSS. //////�O N AL\ 5) CONCENTRATED LOAD MUST BE APPLIED TO BOTH 110 9 COASTAL BAY THE PIGGYBACK AND THE BASE TRUSS DESIGN. BOYNTON BC, FL 334351 FEBRUARY 14, 2012 Standard Gable End Detail SHEET 2 i Page MiTek Industries,Chesterfield,MO Pa 9 0O ALTERNATE DIAGONAL BRACING TO THE BOTTOM CHORD 0o Trusses\@ 24" O.C. HORIZONTAL BRACE 2x6 DIAGONAL BRACE SPACED 48"O.C. (SEE SECTION A A) ATTACHED TO VERTICAL WITH(4)-16d COMMON WIRE NAILS AND ATTACHED MiTek Industries, Inc. Roof Sheathing TO BLOCKING WITH(5)-10d COMMONS. V-3" Max. IT IS THE RESPONSIBILITY OF THE BLDG DESIGNER OR NAIL DIAGONAL BRACE TO THE PROJECT ENGINEER/ARCHTECT TO DESIGN THE PURLIN WITH TWO 16d NAILS CEILING DIAPHRAGM AND ITS ATTACHMENT TO THE TRUSSES TO RESIST ALL OUT OF PLANE LOADS THAT \ MAY RESULT FROM THE BRACING OF THE GABLE ENDS \ 2X 4 PURLIN FASTENED TO FOUR TRUSSES WITH TWO 16d NAILS EACH.FASTEN PURLIN \ TO BLOCKING W/TWO 16d NAILS(MIN) Diag. Brace \ PROVIDE 2x4 BLOCKING BETWEEN THE TRUSSES at 1 Brants 'X SUPPORTING THE BRACE AND THE TWO TRUSSES ON EITHER SIDE AS NOTED. TOENAIL BLOCKING if needed TO TRUSSES WITH(2)-10d NAILS AT EACH END. ATTACH DIAGONAL BRACE TO BLOCKING WITH (5)-10d COMMON WIRE NAILS. End Wali CEILING SHEATHING I BRACING REQUIREMENTS FOR STRUCTURAL GABLE TRUSSES STRUCTURAL GABLE TRUSSES MAY BE BRACED AS NOTED: STRUCTURAL METHOD 1 :ATTACH A MATCHING GABLE TRUSS TO THE INSIDE GABLE TRUSS FACE OF THE STRUCTURAL GABLE AND FASTEN PER THE FOLLOWING NAILING SCHEDULE. METHOD 2:ATTACH 2X_SCABS TO THE FACE OF EACH VERTICAL SCAB ALONG MEMBER ON THE STRUCTURAL GABLE PER THE FOLLOWING VERTICAL NAILING SCHEDULE.SCABS ARE TO BE OF THE SAME SIZE,GRADE AND SPECIES AS THE TRUSS VERTICALS NAILING SCHEDULE: FOR WIND SPEEDS 120 MPH(ASCE 7-98,02,05),150 MPH(ASCE 7-10)OR LESS,NAIL ALL MEMBERS WITH ONE ROW OF 10d(.131"X 3")NAILS SPACED 6"O.C. FOR WIND SPEEDS GREATER 120 MPH(ASCE 7-98,02,05),150 MPH(ASCE 7-10)NAIL ALL MEMBERS WITH TWO ROWS OF 10d(.131"X 3")NAILS SPACED 6"O.C.(2X 4 STUDS MINIMUM) MAXIMUM STUD LENGTHS ARE LISTED ON PAGE 1. ALL BRACING METHODS SHOWN ON PAGE 1 ARE INLAYED STUD VALID AND ARE TO BE FASTENED TO THE SCABS OR / VERTICAL STUDS OF THE STANDARD GABLE TRUSS ON THE INTERIOR SIDE OF THE STRUCTURE. / AN ADEQUATE DIAPHRAGM OR OTHER METHOD OF BRACING MUST STRUCTURAL BE PRESENT TO PROVIDE FULL LATERAL SUPPp.�T F THE BOTTOM GABLE TRUSS CHORD TO RESIST ALL OUT OF PLANE LO``��R��r„Y S�dG�I�yC��SHOWN / IN THIS DETAIL IS FOR THE VERTICA`NWDS�QRJi v�GENSF NOTE:THIS DETAIL IS TO BE USED ONLY FOR / _ * N 34869 STRUCTURAL GABLES WITH INLAYED STUDS.TRUSSES WITHOUT INLAYED _ -0 � _ STUDS ARE NOT ADDRESSED HERE. I 3 W_ I,I O 3/29/12 :_'; STATE OF ` STANDARD GABLE TRUSS /lilt\ 1109 COASTAL BAY BOYNTON BC, FL 33435; ■ TECHNICAL BULLETIN April 2010 Bulletin TB-300 by Weyerhaeuser , Table 2A: Maximum Concentrated Load Applied to Beam -Wood Screw Connection (lbs)1'1 Fastener Type Wood A Simpson SDS Hanger ScrewBeam Configuration Type #Screws Length2 8 2 4 6 8 FACE 131 3'/z' 1,435 2,870 4,305 5.740 2,040 4,080 6.120 8,160 3-ply 13/4' (51/4' Beam) TOP 12) 3'/2' 720 1,435 2,155 2.870 1,020 2,040 3,060 4,080 FACE 3'12' - - - - - - -- 31/2"+13/-" (5'/4" Beam) TOP 141 31/2 720 1.435 2,155 2.870 1,020 2,040 3,060 4.080 � p 31/2"+1%" FACE3� 3'/z' 1,435 2,870 4,305 5,740 2,040 4,080 6,120 8,160 (51/4' Beam) TOP i FACE t2) 6"t5' 1.055 2.110 3,165 4,220 1,360 2,720 4,080 5,440 4-ply 13/4" (7" Beam) I I TOP 121 6"t5> 705 1,405 2,110 2.810 905 1,815 2,720 3,625 3'/Z' 1,915 3,825 5,740 W2,72O 8.160 10.880 FACE13) 6„is, 2.110 4.220 6,325 8.160 10,880 2-ply 1%"+3'/2"(7" Beam) : 121 3'/z' 640 1,275 1,915 2,720 3,625 TOP ,.csi 705 1,405 2,110 2,720 3.625 2-ply 3'/2" j FACE 2� 6„,s 1,055 2.110 3,165 4,220 930 1.860 2,785 3,715 (7" Beam) ! r TOP 2-ply 13/4"+ 31/2" ; :. FACE 16„iso 1,055 2.110 3,165 4,220 1,360 2,720 4,080 5,440 (7" Beam) TOP 131 I FACE(4) 6"(5) 1,055 2,110 3,165 4,220 930 1,860 21785 3,715 2-ply 1%" +31/2" I (7" Beam) t; TOp141 6"'Sj 705 1,405 2,110 2,810 905 1,815 2,720 3,625 1 51/,"+ 13/4" FACE 1 3/2„ 1,915 3.825 5,740 7,655 2,720 5,440 8.160 10,880 (7" Beam) TOP 131 1. See page 4 for table General Notes, connection details and beam depth limitations. 2. Install screws from both sides of beam. 3. Install screws from side opposite hanger only. 4. Install screws from hanger side only. 5. 6"SDS or WS screws can be used with Parallam"�PSL and Microllam'� LVL,but are not recommended for TimberStrand"LSL. Page 2 of 8 CONTACT US • 1.888.iLevel8 (1.888.453.8358) •www.iLevel.com Aweyerhaeuser,iLevel.Microllam,Parallam,TimberStrand and Trus Joist are registered trademarks and Forte is a trademark of Weyerhaeuser NR.C 2010 Weyerhaeuser NR Company.All rights reserved. ■ TECHNICAL BULLETIN i April 2010 Bulletin TB-300 by Weyerhaeuser Table 1, 2A, 2B General Notes ■ Connections are based on NDS®2005 or manufacturer's code report. ■ All plies must be the same material and grade. ■ Values are for 100%duration of load. Increase 15%for snow load or 25%for non-snow roof load conditions, where code allows. • Rotational effects should be considered for 7"wide beams loaded from one side only. ■ Capacities shown for face mount hanger conditions are based on 16d common (0.162"x 3'/2") nails installed in the hanger. Other nails used for face mount hanger installations invalidate the capacities in these tables. ■ Verify adequacy of beam with all loads applied by using iLevel software or other methods. • See the iLevel Trus Joist®Beams, Headers, and Columns Specifier's Guide(#TJ-9000)for required connections for uniform side loads. Bolt or Wood Screw Connection Details • 1/2" bolts-9/16"o maximum holes Ci Ci • 3/4'bolts-13/16"0 maximum holes 2:12:1 ■ Lead holes not required for wood screws v v Conc.Load Conc.Load M m Conc.Load Conc.Load �a `o `o N f'1 r/ i, EQ. EQ. 2' Max (typ) 2 Fastener 4 Fastener 6 Fastener 8 Fastener Pattern Pattern Pattern Pattern Min. Beam Depth: Min.Beam Depth: Min. Beam Depth: d=7'/4'for%"o bolts d=9'/:'for 1/2"o bolts d= 11'/+"for M."o bolts d=9'/4'for'/:'o bolts d= 14"for'/+"o bolts d= 16"for W o bolts Conc. Load Nailed Connection Detail C: a E • "STAGGER NAILS TO • PREVENT SPLITTING ! • f s • i 16d Sinker(typ) 9" (0.148" x 3'/4') Typ. I I W-1") I L6 Nail Pattern] I 1 112 Nail Pattem---111 18 Nail Pattern Page 4 of 8 24 Nail Pattern CONTACT US ■ 1.888.iLevel8 (1.888.453.8358) •www.iLevel.com AWeyerhaeuser,iLevel,Microllam,Parallam,TimberStrand and Trus Joist are registered trademarks and Forte is a trademark of Weyerhaeuser NR.©2010 Weyerhaeuser NR Company.All rights reserved. X TECHNICAL BULLETIN i March 2010 by Weyerhaeuser Bulle'., 7- F-300 Connection Design Example Given the floor framing shown below, specify the necessary connections for the a 3-ply Microllamg LVL beam supporting a 2-ply Microllam'� LVL beam on one side and floor joists from the other side. The floor joists apply a 500 plf load to the side of the beam while the 2-ply beam reaction is 5,000 lbs. See the following page for the solution. Brg. (Typ.) Additional 3-13/4" x 14" Microllam" LVL Beam, Flush - -- — Connection Required for r – Concentrated Face Mount Hanger with 5,000 lbs Reaction Load — — -- 2- 13/ x 14" 14" Floor Joists @ 24" o.c., Typ. Microllam� LVL Beam, Flush ` _ _ - _ -- — — - 4'-0" 15'-0.. Partial Framing Plan Page 6 of 8 CONTACT US 1.888.iLevel8 (1.888.453.8358) •www.iLevel.com Weyerhaeuser,il-evel,Microllam,Parallam,TimberStrand and Trus Joist are registered trademarks and Forte is a trademark of Wevernaeuser NR.©2010 Weyerhaeuser NR Company.All rights reserved. Mill I CTIAI Forte MEMBER REPORT Level,Floor-.Flush Beam 3-PIECE(S) 1 314" x 14" 1.9E Microllaml)LVL PASSE© Overall Length15' a 1 t All Dimensions are Horizontal;Drawing is Conceptual gShear esults Actual @ Location Allowed Result LDF System Floor action{lbs) 7595 a' 7805 Passed{9790) Member Type:Flush Beam 6837 95 1'S 112" 13965 Passed(4990) 1.0 Building Use:Residential t-lbs) 25215 4'11 7!8" 363$7 Passed(6990} 1 A Building Code:IBC Live Load Deft-(in) 0.356 T 1 13116" 0 489 Passed(U494) Design Methodology:ASD Total Load Dell.(in) 0.456 @ 7'1718- 0.733 Passed(Lf3$6) Deflection criteria:LL(L1360)and TL(L-1240). Design results assume a fully braced condition where all compression edges(top and bottom)are properly braced to provide lateral stability. Bracing(Lu):All compression edges(top and bottom)must be braced at 13'15116"o1c unless detailed otherwise.Proper attachment and positioning of lateral bracing is required to achieve member stability. Total Available Required Support Reactions(lbs) Accessories !Supports Bearing Bearing Bearing Dead t Floor t Rool t Snow 1-Stud wall-Spruce Pine Fir 3 50" 3.60 3.40" 1641 r 555 i 0;C Blacking 2 Stud wall-Spruce Pine Fir 3.50" 3.50" 2.33" 1164 1 4045 1 0 1 0 Blacking • Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. Loads Location Tribua Floor Live Roof Live Snow Comments ltiid (1.00) (nonsnow:1.25)1 -Undorm(PSF) 0 to 15' 1 400 0 Li G 0.0 10'FloarZ-Point(lb) 4' M 4000 G Shear(tbs) Moment(Ft—lbs) Comments F cation Analysis Actual 1 Allowed I LDF Actual 1 Allowed 1 LDF 3 £035 1 13965 1 1.0 1015£.36387 1 1 0 BOLTS LEFT OF HANGER 2_r_,• 39 11256910.9 25215 136387 1 1.0 BOLTS RIGHT OF HANGER Forte""software Operator Jab Notes 3125/2010 9.0221 AM il-evell Forte—vl.1,Design Engine:4'4.8.0.1 Page 1 of 1 Page 8 of 8 CONTACT US • 1.888.iLevel8 (1.888.453.8358) •www•iLevel.com AWeyerhaeuser,ii-evel,Microllam,Parallam,Timberstrand and Trus Joist are registered trademarks and Forte is a trademark of Weyerhaeuser NR.©2010 Weyernaeuser NR Company.All rights reserved.