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Permit & Plan SFAT 96 W 3rd St 2011 ,eS r ,/y ji lj ' . c' ,.f CITY OF ATLANTIC BEACH s) 800 SEMINOLE ROAD 73x �,�,� ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247 -5814 --,013 EY Application Number 11- 00002602 Date 9/20/11 Property Address 96 W 3RD ST Application type description SINGLE FAMILY ATTACHED DWELLING Property Zoning TO BE UPDATED Application valuation . . . 80000 Application desc SINGLE FAM ATT Owner Contractor BEACHES HABITAT BEACHES HABITAT 1671 FRANCIS AVE. 1671 FRANCIS AVENUE ATLANTIC BEACH FL 32233 ATLANTIC BEACH FL 32233 (904) 241 -1222 (904) 241 -1222 Structure Information 000 000 Construction Type . . . . . TYPE 5 -B Occupancy Type RESIDENTIAL Flood Zone ZONE X Permit SINGLE FAMILY ATTACHED Additional desc . Permit Fee . . . 400.00 Plan Check Fee 200.00 Issue Date Valuation . . . . 80000 Expiration Date . . 3/18/12 Special Notes and Comments *2007 FLORIDA BUILDING CODE W/2009 REVISIONS NATIONA1 ELECTRIC CODE WINDOW AND DOOR INSPECTION: ‘ J; 1 '-' *INSTALLATION INSTUCTIONS REQUIRED c- - '. *ALL STICKERS ARE TO REMAIN ON THE WINDOWS S *PROVIDE ACCESS TO ALL WINDOWS TO INSPECT FASTENERS Since on -site storage is required, a post construction topographic survey documenting proper construction will be required, prior to issuance of C.O. 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. Call Public Works (247 -5834) for Erosion and Sediment 44r1pr Control Inspection prior to the start of construction. Fees STATE DCA SURCHARGE 6.00 DEV REVIEW- SINGLE & 2 -FAM 50.00 as ENG REV RESIDENTIAL BLD 100.00 � STATE DBPR BW T '(TRD SURCHARGE qq� ( 6.00 �� . 0 0 PERMIT IS APPROV _ ` `` • � �.`. I r 1 ' i • ITH LL CITI A C" I lt'C F ES� 6 THE FLKrr,, IIIA 0 0 BUILDING CODES. I 2r71-) r rS.t,,, 1 h '� � A CITY OF ATLANTIC BEACH ;' j 800 SEMINOLE ROAD J �".f1 ATLANTIC BEACH, FL 32233 t INSPECTION PHONE LINE 247 -5814 :,�1� Page 2 Application Number 11- 00002602 Date 9/20/11 Other Fees UTIL REV RESIDENTIAL BLDG 50.00 WATER CONNECT /METER ONLY 185.00 WATER CROSS CONNECTION 50.00 WATER SDC- SYSTEM DEV CHG 1140.00 Fee summary Charged Paid Credited Due Permit Fee Total 400.00 400.00 .00 .00 Plan Check Total 200.00 200.00 .00 .00 Other Fee Total 5637.00 5637.00 .00 .00 Grand Total 6237.00 6237.00 .00 .00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. 100A -08 r ,..._ .. IDA ENERGY EFFICIEIWCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Performance Method A Project Name: Hab Bchs 1 Story 5 Bedro m Atta hed Builder Name: Habitat For Humanity Beaches q Street: 4 __3-,f_ S qj, Permit Office: Duval City, State, Zip: Atlantic Beach , FL , 32233- Permit Number: Owner: Habitat For Humanity Beaches Jurisdiction: 261300 Design Location: FL, Jacksonville 1. New construction or existing New (From Plans) 9. Wall Types (1376.0 sqft.) Insulation Area 2. Single family or multiple family Mum family a. Frame - Wood, Exterior R =11.0 904.00 ft' b. Frame - Wood, Common R =11.0 472.00 ft' 3. Number of units, if multiple family 1 c. N/A R= ft' 4. Number of Bedrooms 5 d. N/A R= ft' 5. Is this a worst case? No 10. Ceiling Types (1509.0 sqft.) Insulation Area 6. Conditioned floor area (ft') 1509 a. Under Attic (Vented) R =30.0 1509.00 ft' b. N/A R= ft 7. Windows(140.7 sqft.) Description Area c. N/A R= ft' a. U- Factor: Dbl, U =0.35 140.70 ft' SHGC: SHGC =0.33 11. Ducts b. U- Factor: N/A ft' a. Sup: Attic Ret: Attic AH: Interior Sup. R= 6, 297.8 ft' SHGC: 12. Cooling systems c. U- Factor: N/A ft' a. Central Unit Cap: 30.0 kBtu/hr SHGC: SEER: 14 d. U- Factor: NIA ft' 13. Heating systems SHGC: a. Electric Heat Pump Cap: 30.0 kBtu/hr e. U- Factor: N/A ft' HSPF:8 SHGC: Types (1509.0 14. Hot water systems 8. Floor T yp ( sqft.) Insulation Area a. Electric a. Slab -On -Grade Edge Insulation R =0.0 1509.00 ft' Cap: 40 gallons EF: 0.92 b. N/A R= ft' b. Conservation features c. N/A R= ft None 15. Credits None Total As -Built Modified Loads: 28.51 Glass /Floor Area: 0.093 PASS Total Baseline Loads: 35.20 1'" S7 1 hereby certify that the plans and specifications covered by Review of the plans and _ .-**8114E S7 i o , •' this calculation are in compliance with the Florida Energy specifications covered by this .' 1• r :: p '- Code. ) K calculation indicates compliance ;'4Y' , �y' "• -4' - . t y R • ' ''° with the Florida Energy Code. ` l. „ No '., �j ` isor PREPARED BY: Before construction is completed ' __._ ' . E DATE: this building will be inspected for % � t , ; ` compliance with Section 553.908 r * : I hereby certify that this building, as des ned, is in compliance Florida Statutes. s ,' .. 7 with the Florida Energy Code. rc Lu -- .,� ° % V - OWNER/AGENT: f _- BUILDING OFFICIA J1 DATE: 9 - 4 i�- -- - - __ ._ 7 9 : ±' - 1 9/9/2011 1:16 PM Ener au e® USA - FlaRes20 fi ""`""' .. '" 1 "" 113/1* , + g °' *� Page 1 of 5 DOORS V # Ornt Door Type Storms U-Value Area 1 E Wood Metal 0.36 20.09999 2 N Wood None 0.460000 19.75 ft WINDOWS Orientation shown is the entered, asBuilt orientation. Overhang # Ornt Frame Panes NFRC U- Factor SHGC Storms Area Depth Separation Int Shade Screening 1 S Wood Low -E Double Yes 0.35 0.33 N 30 ft 1 ft 0 in 1 ft 0 in HERS 2006 None 2 N Wood Low -E Double Yes 0.35 0.33 N 15 ft 1 ft 0 in 1 ft 0 in HERS 2006 None 3 N Wood Low -E Double Yes 0.35 0.33 N 15 ft 1 ft 0 in 1 ft 0 in HERS 2006 None 4 E Wood Low -E Double Yes 0.35 0.33 N 15 ft 1 ft 0 in 1 ft 0 in HERS 2006 None 5 E Wood Low -E Double Yes 0.35 0.33 N 15 ft 1 ft 0 in 1 ft 0 in HERS 2006 None 6 E Wood Low -E Double Yes 0.35 0.33 N 15 ft 1 ft 0 in 1 ft 0 in HERS 2006 None 7 E Wood Low -E Double Yes 0.35 0.33 N 15.29999 1 ft 0 in 1 ft 0 in HERS 2006 None 8 S Wood Low -E Double Yes 0.35 0.33 N 20.39999 4 ft 0 in 1 ft 0 in HERS 2006 None INFILTRATION & VENTING - - -- Forced Ventilation - - -- Run Time Fan Method SLA CFM 50 ACH 50 ELA EqLA Supply CFM Exhaust CFM Fraction Watts Default 0.00036 1425 7.08 78.2 147.1 0 cfm 0 cfm 0 0 COOLING SYSTEM V # System Type Subtype Efficiency Capacity Air Flow SHR Ducts 1 Central Unit None SEER: 14 30 kBtu /hr 900 cfm 0.75 sys #1 HEATING SYSTEM V # System Type Subtype Efficiency Capacity Ducts 1 Electric Heat Pump None HSPF: 8 30 kBtu /hr sys #1 HOT WATER SYSTEM V EF Cap Use SetPnt Conservation 1 Electric 0.92 40 gal 80 gal 120 deg None SOLAR HOT WATER SYSTEM FSEC Collector Storage Cert # Company Name System Model # Collector Model # Area Volume FEF None None ft2 9/9/2011 1:19 PM EnergyGauge® USA - FlaRes2008 Page 3 of 5 ..)KM 1100A -08 Code Compliance Checklist Res Whole Building Performance Method A - Details ADDRESS: 6 ? 6 3,-,Q- 5 t...)t „e1-- PERMIT #: Atlantic Beach, FL, 32233- INFILTRATION REDUCTION COMPLIANCE CHECKLIST COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE CHECK Exterior Windows & Doors N1106.AB.1.1 Maximum: .3 cfm /sq.ft. window area; .5 cfm /sq.ft. door area. Exterior & Adjacent Walls N1106.AB.1.2 Caulk, gasket, weatherstrip or seal between: windows /doors & frames, surrounding wall; foundation & wall sole or sill plate; joints between exterior wall panels at corners; utility penetrations; between wall panels & top /bottom plates; between walls and floor. EXCEPTION: Frame walls where a continuous infiltration barrier is installed that extends from, and is sealed to, the foundation to the top plate. Floors N1106.AB.1.2 Penetrations /openings > 1/8” sealed unless backed by truss or joint members. EXCEPTION: Frame floors where a continuous infiltration barrier is installed that is sealed to the perimeter, penetrations and seams. Ceilings N1106.AB.1.2 Between walls & ceilings; penetrations of ceiling plane to top floor; around shafts, chases, soffits, chimneys, cabinets sealed to continuous air barrier; gaps in gyp board & top plate; attic access. EXCEPTION: Frame ceilings where a continuous infiltration barrier is installed that is sealed at the perimeter, at penetrations and seams. Recessed Lighting Fixtures N1106.AB.1.2 Type IC rated with no penetrations, sealed; or Type IC or non -IC rated, installed inside a sealed box with 1/2" clearance & 3" from insulation; or Type IC with < 2.0 cfm from conditioned space, tested. Multi -story Houses N1106.AB.1.2 Air barrier on perimeter of floor cavity _between floors. Additional Infiltration reqts N1106.AB.1.3 Exhaust fans vented to outdoors, dampers; combustion space ' heaters comply with NFPA, have combustion air. OTHER PRESCRIPTIVE MEASURES (must be met or exceeded by all residences.) COMPONENTS ! SECTION REQUIREMENTS CHECK Water Heaters N1112.AB.3 Comply with efficiency requirements in Table N1112.ABC.3 ' Switch or clearly marked circuit breaker (electric) or cutoff (gas) must be provided. External or built-in heat trap required. Swimming Pools & Spas N1112.AB.2.3 Spas & heated pools must have covers (except solar heated). Non- commercial pools must have a pump timer. Gas spa & pool heaters must have a minimum thermal efficiency of 78 %. Heat pump pool heaters shall have a minimum COP of 4.0. Shower heads N1112.AB.2.4 Water flow must be restricted to no more than 2.5 gallons per minute at 80 PSIG. Air Distribution Systems N1110.AB All ducts, fittings, mechanical equipment and plenum chambers shall be mechanically attached, sealed, insulated and installed in accordance with the criteria of Section N1110.AB. Ducts in unconditioned attics: R -6 min. insulation. HVAC Controls N1107.AB.2 Separate readily accessible manual or automatic thermostat for each system. Insulation N1104.AB.1 ! Ceilings -Min. R -19. Common walls -frame R -11 or CBS R -3 both N1102.B.1.1 sides. Common ceiling & floors R -11. 9/9/2011 1:19 PM EnergyGauge® USA - FlaRes2008 Page 5 of 5 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ' E ESTIMATED ENERGY PERFORMANCE INDEX* = 81 The lower the EnergyPerformance Index, the more efficient the home. r , 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 =11.0 904.00 ft b. Frame - Wood, Common R =11.0 472.00 ft 3. Number of units, if multiple family 1 c. N/A R= ft2 4. Number of Bedrooms 5 d. N/A R= ft2 5. Is this a worst case? No 10. Ceiling Types Insulation Area 6. Conditioned floor area (ft 1509 a. Under Attic (Vented) R =30.0 1509.00 ft b. N/A R= ft2 7. Windows" Description Area c. N/A a. U- Factor: Dbl, U =0.35 140.70 ft2 R= ft SHGC: SHGC =0.33 11. Ducts b. U- Factor: N/A ft2 a. Sup: Attic Ret: Attic AH: Interior Sup. R= 6, 297.8 ft SHGC: 12. Cooling systems c. U- Factor: N/A ft2 a. Central Unit Cap: 30.0 kBtu /hr SHGC: SEER: 14 d. U- Factor: N/A ft2 13. Heating systems SHGC: e. U- Factor: N/A ft2 a. Electric Heat Pump Cap: 30.0 kBtu /hr SHGC: HSPF: 8 Types 14. Hot water systems 8. Floor T YP Insulation Area a. Electric a. Slab -On -Grade Edge Insulation R =0.0 1509.00 ft2 Cap: 40 gallons b. N/A R= ft2 EF: 0.92 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 Construction through the above energy saving features which will be installed (or exceeded) : Ov .E ST , y jF ;-• in this home before final inspection. Otherwise, a new EPL Display Card will be ti .' - "`' based on installed Code . p y completed ' ode compli ant features ,� i � � .i ,,, 'lids. `off , n . O . `, ; Builder Signature: 1 /22)J. Date: - C l) w: - -: y Address of New Home: ',J .� 5 1. City /FL Zip: r t ; 4 , " ' ..- ; 2- 3 �' O p p ; *Note: The home's estimated Energy Performance Index is only available through the EnergyGauge USA - FlaRes2008 computer program. This is not a Building Energy Rating. If your Index is below 100, your home may qualify for incentives if you obtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at (321) 638 -1492 or see the Energy Gauge web site at energygauge.com for information and a list of certified Raters. For information about Florida's Energy Efficiency Code for Building Construction, contact the Department of Community Affairs at (850) 487 -1824. **Label required by Section 13- 104.4.5 of the Florida Building Code, Building, or Section B2.1.1 of Appendix G of the Florida Building Code, Residential, if not DEFAULT. EnergyGauge® USA - FlaRes2008 1 Story, 5 Bedroom Attached Single Family HVAC Load Calculations for Habitat For Humanity Beaches 1671 Francis Avenue Atlantic Beach, FL 32233 1,‘/),‘ R t . RESIDENTIAL, I-IVAC LOADS Prepared By: Jim Williams Home Energy Services 2080 Davis Rd. Jacksonville, FI. 32218 904 757 -3569 Friday, September 09, 2011 Rhvac is an ACCA approved Manual J and Manual D computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D. ..fivac - Residential & Light Commercial HVAC Loads Home Energy Services Elite Software Development, Inc. Jacksonville, FL 32218 1 Story, 5 Bedroom Attached Single Family —_ _ -- - -- Page Miscellaneous Report — — System 1 Main Floor Outdoor Outdoor Outdoor Indoor Indoor Grains Input Data Dry Bulb Wet Bulb Rel.Hum Rel.Hum Dry Bulb Difference Winter: Summer: 32 29.92 80% n/a 72 94 77 47% .06 50% 75 48.6 0 Duct Sizing Inputs Main Trunk Runouts Calculate: Yes Yes Use Schedule: Yes Yes Roughness Factor: 0.01000 0.01000 Pressure Drop: 0.1000 in.wg. /100 ft. 0.1000 in.wg. /100 ft. Minimum Velocity: 550 ft. /min 450 ft. /min Maximum Velocity: 600 ft. /min 750 ft. /min Minimum Height: 0 in. 0 in. Maximum Height: 0 in. 0 in. Outside Air Data Winter Summer Infiltration Specified: 0.350 AC /hr 0.350 AC /hr 70 CFM 70 CFM Infiltration Actual: 0.350 AC /hr 0.350 AC /hr Above Grade Volume: X 12,062 Cu.ft. X 12,062 Cu.ft. 4,222 Cu.ft./hr 4,222 Cu.ft. /hr X 0.0167 X 0.0167 Total Building Infiltration: 70 CFM 70 CFM Total Building Ventilation: 0 CFM 0 CFM - -- System 1 - -- Infiltration & Ventilation Sensible Gain Multiplier: 20.88 = (1.10 X 0.999 X 19.00 Summer Temp. Difference) Infiltration & Ventilation Latent Gain Multiplier: 32.65 = (0.68 X 0.999 X 48.06 Grains Difference) Infiltration & Ventilation Sensible Loss Multiplier: 43.96 = (1.10 X 0.999 X 40.00 Winter Temp. Difference) Winter Infiltration Specified: 0.350 AC /hr (70 CFM) Summer Infiltration Specified: 0.350 AC /hr (70 CFM) Duct Load Factor Scenarios for System 1 - Attic - - - - - -- Duct Duct Surface F rom No. Type Description Location Ceiling Leakage _ Insulation Area MDD Supply Main Attic 16B 0.12 6 402 — 1 Return Main Attic 16B No 0.24 6 149 No C: 1 ...\HabBchs_1 storySBR_Lots96_98. rhv Friday, September 09, 2011, 1:12 PM r(hvac - Residential & Light Commercial HVAC Loads Home Energy Services Elite Software Development, Inc. Jacksonville, FL 32218 - 'o< 1 Story, 5 Bedroom Attached Single Family Page 5 Total Building Summary Loads - Component Area Sen Lat Sen Total Description Quan Loss Gain Gain Gain 4A -6 -o: Glazing - Double pane low -e (e = 0.20 or less), 140.7 1,857 0 3,351 3,351 high performance, operable window, a =0.05 on surface 2, any frame, u -value 0.33, SHGC 0.33 111: Door -Wood - Panel With Metal Storm 40.2 578 0 434 434 12B -Osw: Wall- Frame, R -11 insulation in 2 x 4 stud 723.1 2,805 0 1,970 1,970 cavity, no board insulation, siding finish, wood studs 16B -30: Roof /Ceiling -Under Attic with Insulation on Attic 1196.8 1,532 0 2,068 2,068 Floor (also use for Knee Walls and Partition Ceilings), Vented Attic, No Radiant Barrier, Dark Asphalt Shingles or Dark Metal, Tar and Gravel or Membrane, R -30 insulation 22A -ph: Floor -Slab on grade, No edge insulation, no 114 6,193 0 0 0 insulation below floor, any floor cover, passive, heavy moist soil Subtotals for structure: 12,965 0 7,823 7,823 People: 5 1,000 1,150 2,150 Equipment: 0 4,700 4,700 Lighting: 0 0 0 Ductwork: 6,014 1,291 6,335 7,626 Infiltration: Winter CFM: 70, Summer CFM: 70 3,091 2,297 1,470 3,767 Ventilation: Winter CFM: 0, Summer CFM: 0 0 0 0 0 Total Building Load Totals: 22,070 4,588 21,478 26,066 Check Figures Total Building Supply CFM: 977 CFM Per Square ft.: 0.648 Square ft. of Room Area: 1,509 Square ft. Per Ton: 695 Volume (ft of Cond. Space: 12,062 Building Loads Total Heating Required Including Ventilation Air: 22,070 Btuh 22.070 MBH Total Sensible Gain: 21,478 Btuh 82 % Total Latent Gain: 4,588 Btuh 18 Total Cooling Required Including Ventilation Air: 26,066 Btuh 2.17 Tons (Based On Sensible + Latent) - ----- - - - - -- Notes Rhvac is an ACCA approved Manual J and Manual D computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. C:\ ... \HabBchs_lstory5BR_Lots96_98.rhv i b Friday, September 09, 2011, 1:12 PM ..nvac - Residential & Light Commercial HVAC Loads Home Energy Services Elite Software Development, Inc. Jacksonville, FL 32218 1 Story, 5 Bedroom Attached Single Family ---- - - - -- - - - - -- System 1 Room Load Summary Page 7 Htg Min Run Run CIg CIg Min Act Room Area Sens Htg Duct Duct Sens Lat CIg Sys No Name SF Btuh CFM Size Vel Btuh Btuh CFM CFM -- -Zone 1 - -- 1 Living 248 4,054 82 2 -7 470 5,519 1,186 251 251 2 Kitchen 99 0 0 1 -6 601 2,596 200 118 118 3 Bath 1 69 0 4 Laundry 77 0 0 0 -0 0 0 0 0 0 5 Bath 2 66 0 0 0 -0 0 0 0 0 0 6 Owner's Bedroom 165 2,187 44 1 -5 485 1,452 224 66 66 7 Storage 21 946 19 1 -4 249 478 81 22 22 8 Hall 160 900 18 0 -0 0 589 81 27 27 9 Bedroom 2 138 4,154 84 1 -6 454 1,957 488 89 89 10 Bedroom 3 115 1,788 36 1 -5 563 1,688 183 77 77 11 Bedroom 4 109 1,894 38 1 -5 567 1,699 193 77 77 12 Bedroom 5 138 2,294 46 1 -5 631 1,892 244 86 86 13 Dining 104 3,853 78 1 -8 470 3,608 417 164 164 Duct Latent 1,291 System 1 total 1,509 22,070 446 21,478 4,588 977 977 System 1 Main Trunk Size: 18 in Velocity: 553 ft. /min Loss per 100 ft.: 0.044 in.wg Cooling System Summary Cooling Sensible /Latent Sensible Latent Total Tons Split Btuh Btuh Btuh Net Required: 2.17 82% / 18% 21,478 4,588 26,066 Actual: 2.37 75% / 25% 21,300 7,100 28,400 Equipment Data Heating System Cooling System Type: Air Source Heat Pump Air Source Heat Pump Model: GSZ130301A` GSZ130301A* Indoor Model: ASPF183016E* Brand: GOODMAN, JANITROL, AMANA GOODMAN, JANITROL, AMANA DISTINCTIONS, EVERREST, 0 DISTINCTIONS, EVERREST, 0 Description: Air Source Heat Pump Air Source Heat Pump Efficiency: 8.2 HSPF 14 SEER Sound: Capacity: 47 ° F: 26,400 / 17 °F: 16,000 Btuh 28,400 Btuh Sensible Capacity: n/a 21,300 Btuh Latent Capacity: n/a 7,100 Btuh AHRI Reference No.: n/a 4248571 C:\ ... \HabBchs_1 storySBR_Lots96_98.rhv Friday, September 09, 2011, 1:12 PM ...vac - Residential & Light Commercial HVAC Loads Home Energy Services Elite Software Development, Inc. Jacksonville, FL 32218 1 Story, 5 Bedroom Attached Single Family - Building Rotation Report (cont'd) _ ae Building Rotation Tonnage 2,31 - 2.30 2.29 2.28 2.27 - 2.26 - m 2.25 - c 0 c 2.24 t o o 2.23 2.22 2.21 2.20 2.19 2.18 2.17 West Northwest North Northeast East Southeast South Southwest Direction Front door Faces Building Net Tonnage C:\ ... \HabBchs_lstory5BR_Lots96_98.rhv 9 - Friday, September 09, 2011, 1:12 PM — O 00 J O\ cn A w N — a1 -4 W N �-. Cij -, Q ° -t � . 9 . • rD c c 4 -' � Y'7? d n Z cn o O Y;z) v v, �' ara o �� CD 0 O d c 0 O o A, o 5 ' Z o 0 H C 1:0 r p. v N ... CD O ,..,. �,• O " p cr 0 CD 04 tit) o O n, '� vr c a , •0 ao °-o r. w o O cr o . 8 • cA r 0 ° B o a' Q- w n 20 q at o O ac N O vn'CS O W O CD po -c 4 4 N I Z `tr p 0 (D� CA V' 0.. hh ..- Fir o ticj `-C cn RI. 0 0 -t AD ° a'rs �y CD " M. AD ° Cr - of x 0 r5 O O • C c 0 `rJ D y CV CD ° n o �` A Cr5,� a 70 r' Po 0 1 Cs" CD o 0 P n N n `C3 y AD o ?? 0 1 ~' o ,i "'*"1 C� 1. 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C C) W 0 ,-,'D 5) CD C p- 1 ( cn , 5. ~ (1 0 r. oi CD Cr 14 0 C> o 0 O g • cp cA 0 p CI, 0 " • ' • O Ao ° r. • (D DO NOT WRITE BELOW - OFFICE USE ONLY pplieable Codes: 2007 Florida Building Code w/ Revisions eview Result (circle one) : pp roved Disapproved Approved w/ Conditions .eview Ti itials/Date: evelopment Size Cabitable Space / 509 Non Habitable mpervious area :adon/D CA/DBPR$ y' i.scellaneous Information c Group � l(PS oI e4 �ccupan y p � ype of Con struction V Number of Stories % ?oning District Q ` . _ VIax. Occupancy Load Fire Sprinklers Required NA" Flood Zone / A l Conditions /Comments: BUILDING PERMIT APPLICATION CITY OF ATLANTIC BEACH 800 Seminole Road, Atlantic Beach, FL 32233 Office (904) 247 -5826 Fax (904) 247 -5845 rob Address: 9 Ip 31 5} 1,0 e_, `F' Permit Number: // -. .3 6 v legal Description 1 -- 6 oc4 , S- 'q— V- Parcel # Floor Area of Sq.ht. Sq.Ft Taluation of Work $ g c�a Proposed Work heated /cooled /5o, non - heated /cooled ' a 5; P lass of Work (circle one): 1110, Addition Alteration Repair Move Demolition pool/spa window /door Tse of existing /proposed structure(s) (circle one): Commercial ; -s° • - . f an existing structure, is a fire sprinkler system installed? (Circle one): Yes 4 N /A lorida Product Approval # 'or multiple products use product approval form )escribe in detail the type of work to be performed: Y 1/4 - 7 i'' 1 v-.1 .)t∎ Q 5 cc-S r Q ,, ( Al ea-4-N2. 1 9 ,5- j L ce, k ,. 5'ce, qs" .' r-j S J cs) 'roperty Owner Information: Fame: ► • I 'i , Address: ) /7f Fra- .4..m,- ,4- m ity in ■ / State Zip Phone rjiO � j f 2 SC/ - j Z'L2-. -Mail or Fax # (Optional) 6\c).-if. 2 yJ - .370 ontractor Information: ��^^ ompany Name: g- � • i - -, ' _ : al ( C% t" I Q ualifying n i ddress: 6 7/ !c Inc -;4 t Je Ci ty /r}). " State F& Zip •22. Z33 ffice Phone 9s0 2,50-Pt.--t-t. °t.-`z.t, Job Site/ Contact Number 610,64 331- Z t- 7 ? Fax # -1a.9 ` Ih/j -- /,3 /® tate Certification/Registration # rchitect Name & Phone # . =L =.,,r L. c. ZIA/ ?S .. 4 1.2.7 : ngineer's Name & Phone # .....: y .e Simple Title Holder Name and Address onding Company Name and Address rortgage Lender Name and Address VV k 1. , - :. Tlication is hereby made to obtain a permit to do the work and installations as indicated. I certify that no word or lIs�n aas commenced prior to the n uance of permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. This permit becomes null d 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 ,rk is commenced. I understand that separate permits must be secured for Electrical Work, Plumbing, Signs, Wells, Pools, urnaces, Boilers, Heaters, inks and Air Conditioners, etc. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COM ENCEMENT 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 YO NOTICE OF COMMENCEMENT. :ereby certify that I have read and examined thisplication and know the same to be true and correct. All provisions of laws and ordinances governing this 'e of work will be complied with whether specf ed herein or not. The granting of a permit does not presume to give authority to violate or cancel the 9visions of any other federal, state, or local law regulating construction or the performance of construction. gnature of Owner 1� r - Signature of Contracto r int Name P , Print Name ja. . I Ri » vorn to and subscribed before me Swor �t� and subs - ibed before me is �f'1l1 Day of ,�1'�it+1_ , 20 I 1 this `7V�1 Day of b , 20 / 1 � Gli. ..., •• likes 1 01444014.-.. ! �,o �P ,,,, JOYCE M FREEMAN t Pu.lic I +p 1 Notary Public - State of Florida ■ of asy Public g ; Notary Public - State of Florida r tr.; 4, z ■ ,� My Comm. Expires Jun 10, 2013 � 4 y i i` 4LC,ta . 1 ' %�};,o���.•� Commission #� DD 897794 ` s � : `x }}sbidn p 97794 o `8 10, 2013 � • 4111 : s yyl City of Atlantic Beach / 6 2._. APPLICATION NUMBER ^i Building Department (To be assigned by the Building Department.) J . _ $ 's 800 Seminole Road C ETV-E ' /I ' ag ,' .) Atlantic Beach, Florida 32233 -5445 Phone (904) 247 -5826 • Fax (904) 24 -5845 . ,.y r Ft as E -mail: building- dept @coab.us c r 1 2 l l Date routed: // City web -site: http: / /www.coab.us 1 13 1 i : APPLICATION REVIEW AND fiR]VCKING FORM Property Address: 94 (JO Ord j / L,� = - II ent review re • uired Yes No Buildi / /--/a .- • Applicant: L h��J nnin• & Zonin a pmpl- in istrator Project: ,--c / � //)77)/// / // hetIf L i 4 ' blic Wor 4 Public Utilities _- Fire Services _- Riookfovoisers:!- witiwoosiot>464. 7: Review or Receipt fi/ L Other Agency Review or Permit Required of Permit Verified By Date / Florida Dept. of Environmental Protection 0 23 g -3 7/ Florida Dept. of Transportation St. Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: r_* pproved. ❑Denied. (Circle one.) Comments: BUILDING PLANNING & ZONING Reviewed by: Date: TREE ADMIN. Second Review: Approved as revised. ['Denied. PUBLIC WORKS Comments: PUBLIC UTILIT . PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: Approved as revised. ❑Denied. Comments: Reviewed by: Date: Revised 05/14/09 x' • � City of Atlantic Beach / L APPLICATION NUMBER �, Building Department (To be assigned by the Building Department.) - s� 800 Seminole Road // ;r Atlantic Beach, Florida 32233 -5445 / Phone (904) 247 -5826 • Fax (904) 247 - 5845 r ft a � E -mail: building- dept @coab.us Date routed: / // City web -site: http: //www.coab.us - APPLICATION REVIEW AND TRACKING FORM Property Address: 9 ; G) 1 = anent review required Yes No Buildi Applicant: , K":ACrh -S /a ' 7 : n;&zonin. pisla- e . , inistrator Project: / / % /�t // he/. i 2�ublic work f ® Public Utilities • - - y Fire Services FVS4leg .,t^i £ �� I% r. f a n $A 1 .. .. t. Other Agency Review or Permit Required Rev or Receipt Date of Permit Verified By Florida Dept. of Environmental Protection Florida Dept. of Transportation St. Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: (Approved. ❑Denied. (Circle one.) Comments: B ! - PANNING & ZONIN Reviewed by: A- —qh Date: 9 2-/got - ADMIN. Second Review: Approved as revised. ❑Denied. PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: DApproved as revised. ❑Denied. Comments: Reviewed by: Date: Revised 05/14/09 5- S''"- ''7i,e4 City of Atlantic Beach / • w • f „ ..� �� APPLICATION NUMBER " Building Department ° s t To be assigned by the Building Department.) l 800 Seminole Road u -6 f �� � Atlantic Beach, Florida 32233 -5445 4 c Phone (904) 247 -5826 • Fax (904) 2- '. .45 ' U1 , ' �r E -mail: building- dept @coab.us� Date routed: / 9f / City web -site: http: / /www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: 96 d ,/ ,.r:„ent review re. uired Yes No `� 1 i � Bu ildi Applicant: Ah 0 / s a777 -- 4 0---- annin• & Zonin •i - �a- _ . inistrator _ - Project: .-�-? / l // / //(J A fl C'11f A 4 • ublic Wor 4 Public Utilities Fire Services _- Review fee. 0 " 3.. x }}'`' ' ' � S aatur t . : V. P ,Ss' " W.m. . 2f n 1' £. F� +F .ls Other Agency Review or Permit Required Review or Receipt Date of Permit Verified By Florida Dept. of Environmental Protection Florida Dept. of Transportation St. Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: ❑Approved. ODenied. (Circle one.) Comments: ' 9 BUILDING U� PLANNING & ZONING Reviewed by: A Date: ' 5 TREE ADMIN. Second Review: %Approved as revised. ❑Denied. PUBLIC WORKS Comments: f2__ o h s o k 4--' - S�"�> • PUBLIC UTILITIES 1. 1-vp I U 6 /z /6/7/ PUBLIC SAFETY Reviewed by: Date: /)-.01 FIRE SERVICES Third Review: ❑Approved as revised. ❑Denied. Comments: Reviewed by: Date: Revised 05/14/09 CITY OF ATLANTIC BEACH it i Lime UTILITIES 9s? 1200 Sandpiper Lane t ATLANTIC BEACH, FL 32233 (904) 270 -2535 or (904) 2475874 NEW WATER/SEWER TAP REQUEST Date: 9- / // Project Address: 9 7 6t.1 5 No. of Units: / Commercial Residential V Multi- Family New Water Taps) & Meter(s),_._.�.. Meter Size(s)_4ZZ_L New Irrigation Meter Upgrade Existing Meter from to (size) New Connection to City Sewer V Name: Applicant Address: City: State: Zip: Phone Number: Cell Number: Email Address Fax: Signature: (Applicant) CITY STAFF USE CWLY Application#/ //— 0 2 Water System Development Charge $ l / qD• 00 Sewer System Development Charge $ 05v . 00 Water Meter Only S I es. On Water Meter Tap $ Sewer Tap $ Cross Connection Other $ TOTAL 1.5 y da (noc8) APPROVED: _ 7 (Utility Di or or Au ' ed Sig re) ALL TAP REQUEST MUST BE APPROVED BY UTLITIES DEPARTMENT BEFORE FEES CAN BE ASSESSED i' j rL`J f ` CITY OF ATLANTIC BEACH .� , , 800 SEMINOLE ROAD .- ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247 -5814 J.319 Application Number . . . . . 11- 00100053 Date 9/09/11 Property Address 96 W 3RD ST Application type description DEV REV TREES /VEGETATION Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 Application desc TREE APPLICATION FOR 96 & 98 W 3RD ST Owner Contractor BEACHES HABITAT OWNER 1671 FRANCIS AVE. ATLANTIC BEACH FL 32233 (904) 241 -1222 Permit DRTV FEE PROCESSING Additional desc . Permit Fee . . . .00 Plan Check Fee . . .00 Issue Date . . . 8/10/11 Valuation . . . . 0 Expiration Date . 8/10/12 Special Notes and Comments APPROVED TO PROCESS CHECK ONLY Other Fees TREE REMVL SNGL /TWO FMLY 125.00 Fee summary Charged Paid Credited Due Permit Fee Total .00 .00 .00 .00 Plan Check Total .00 .00 .00 .00 Other Fee Total 125.00 125.00 .00 .00 Grand Total 125.00 125.00 .00 .00 pi, T r r PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. san- City of Atlantic Beach / fJ 2- APPLICATION NUMBER r � ;� Building Department (To be assigned by the Building Department.) - µ F 800 Seminole Road �f - a& i a r Atlantic Beach, Florida 32233 -5445 Phone (904) 247 -5826 • Fax (904) 247 -5845 ( �/ _011 sr E -mail: building- dept @coab.us Date routed: F City web -site: http: / /www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: 9 9 W '1S jr Lii rent review re • uired n No i Bui idi_•_ annin• & Zoni �/ !- n•► __- Applicant: yElgelts �a��T' v, inistrator Project: ,---r //97 /7 / �// I/T blic Wor / ; Public Utilities Fire Services -� a n °a�-- w 3. 0 ' ✓ x P f X � s �3l y1���' �� "£�a ''SFr s�..z`Pa �' > i y r F ty - N IE P� 7 n � �i� � " s`F r'° n'it a d1y .„�, ., . ?,. Other Agency Review or Permit Required Review or Receipt Date of Permit Verified By Florida Dept. of Environmental Protection Florida Dept. of Transportation St. Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: [Approved. ['Denied. (Circle one.) Comments: UILD PLANNING & ZONING Reviewed by: Date: / � y_ 1� TREE ADMIN. Second Review: ❑Approved as revised. ❑Denied. PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: Approved as revised. ['Denied. Comments: Reviewed by: Date: Revised 05/14/09 NOTICE OF COMMENCEMENT Permit No. / 60. $ /1-.2.663 Tax Folio No. State of Florida County of Duval To Whom It May Concern: The undersigned hereby informs you that improvements will be made to certain real property, and in accordance with Section 713 of the Florida Statutes, the following information is stated in this NOTICE OF COMMENCEMENT. Legal Description of property being improved: Lot 6, Block 80, Section H as recorded on platbook 18, pq. 34 of the public records for Duval County, FI, together with that portion of the SE 1 /2 of Orchid St lying NW and adjacent thereto closed by ordinance #65 -88 -17 of the City of Atlantic Beach, FL. Address of property being improved: 96 & 98 3` Street., Atlantic Beach, FL 32233 General description of improvements: Construct residential attached single family houses Owner: Habitat for Humanity of the Jacksonville Beaches J Address: 1671 Francis Ave., Atlantic Beach, FL 32233 Owner's interest in site of the improvement: ,'L Fee Simple Titleholder (if other than owner): C Name: Address: Contractor: Habitat for Humanity of the Jacksonville Beaches Address: 1671 Francis Avenue, Atlantic Beach, FL 32233 Phone No.: 904 - 241 -1222 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: Address: Phone No.: Fax No.: 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 Statues. (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 form the date of recordina unless , = 34 - ` CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD 7 .5 tsk ' ° '° ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247 -5814 App r - on Number 11- 00002602 Date 2/22/12 ArnrArty n d ri r ° s c - - - - 96 W 3An ST RE number . . 170833 -0000- - NCR OLD ACCOUNT NUMBERS . . Application type description SINGLE FAMILY ATTACHED DWELLING Subdivision Name Property Use Property Zoning TO BE UPDATED Application valuation . . . 80000 Owner Contractor BEACHES HABITAT BEACHES HABITAT 1671 FRANCIS AVE. 1671 FRANCIS AVENUE ATLANTIC BEACH FL 32233 ATLANTIC BEACH FL 32233 (904) 241 -1222 (904) 241 -1222 Structure Information 000 000 Construction Type TYPE 5 -B Occupancy Type RESIDENTIAL Flood Zone ZONE X Other struct info SQUARE FOOTAGE 1509.00 Permit . . . . . . MECHANICAL FIRE SPRINKLER Additional desc . . Sub Contractor . . MILTON J WOOD FIRE PROTECTION Permit Fee . . . . 85.00 Plan Check Fee . . .00 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 2/22/12 Qty Unit Charge Per Extension BASE FEE 55.00 1.00 30.0000 EA M FIRE SPRKL 1ST 40 HEADS 30.00 Special Notes and Comments *2007 FLORIDA BUILDING CODE W/2009 REVISIONS NATIONA1 ELECTRIC CODE WINDOW AND DOOR INSPECTION: *INSTALLATION INSTUCTIONS REQUIRED *ALL STICKERS ARE TO REMAIN ON THE WINDOWS *PROVIDE ACCESS TO ALL WINDOWS TO INSPECT FASTENERS Since on -site storage is required, a post construction topographic survey documenting proper construction will be required, prior to issuance of C.O. 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. Call Public Works (247 -5834) for Erosion and Sediment Control Inspection prior to the start of construction. Other Fees STATE DCA SURCHARGE 6.00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. e G 9 CITY OF ATLANTIC BEACH �► �, 800 SEMINOLE ROAD =.". ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247 -5814 4-4,01.119 Page 2 Arr,irat TTlimhcr 11- nQn0)60') 1 Date 0 /22/12 Other Fees DEV REVIEW - SINGLE & 2 -FAM 50.00 ENG REV RESIDENTIAL BLD 100.00 STATE ELEC DCA SURCHARGE 2.00 STATE MECH DCA SURCHARGE 2.00 STATE PLBG DCA SURCHARGE 2.00 STATE ELEC DBPR SURCHARGE 2.00 STATE MECH DBPR SURCHARGE 2.00 STATE PLBG DBPR SURCHARGE 2.00 STATE DBPR SURCHARGE 6.00 SEWER SDC- SYSTEM DEV CHG 4050.00 UTIL REV RESIDENTIAL BLDG 50.00 WATER CONNECT /METER ONLY 185.00 WATER CROSS CONNECTION 50.00 WATER SDC- SYSTEM DEV CHG 1140.00 Fee summary Charged Paid Credited Due Permit Fee Total 85.00 85.00 .00 .00 Plan Check Total .00 .00 .00 .00 Other Fee Total 5649.00 5649.00 .00 .00 Grand Total 5734.00 5734.00 .00 .00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. ��r l City of Bea ch Citf Atlantic Bh , APPLICATION NUMBER $ Building Department (To be assigned by the Building Department.) V 800 Seminole Road i O Atlantic Beach, Florida 32233 -5445 !I J +' Phone (904) 247 -5826 • Fax (904) 247 -5845 o' E -mail: building - dept @coab.us Date routed: c,2 o0/J fa City web -site: http: //www.coab.us f APPLICATION REVIEW AND TRACKING FORM Property Address: 98 IA) iris Jr Department review required Yes No / /l Re! diet ?nrathd A _ Planning it ing & Zonin g Applicant: / lin & Tree Administrator Project: / et ff)be/1r Jy1iM., Public Works Public Utilities Public Safety Fire Services Other Agency Review or Permit Required Review or Receipt Date of Permit Verified By Florida Dept. of Environmental Protection Florida Dept. of Transportation St. Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APR). CATION STATUS Reviewing Department First Review: Approved. ['Denied. (Circle Comments: BUILDING PLAN G & ZONING --Z. Z Z I L Reviewed by: ` '1✓ Date: TREE ADMIN. Second Review: ❑Approved as revised. /Denied. PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: ['Approved as revised. ['Denied. Comments: Reviewed by: Date: Revised 07/27/10 MECHANICAL PERMIT APPLICATION "----- CITY OF ATLANTIC BEACH 0 Le @,T O w 1 800 Seminole Rd Atlantic Beach, FL 32233 Ph (904) 247 -5826 Fax (904) 247 -5845 11 5 1 2012 JOB ADDRESS: 9f ._ ' , {- r �- p 13 i . , .,b. - 2403 PROJECT VALUE $ C k et (i -i-,. (',00„) NEW AIR CONDITIONING & HEATING SYSTEM INSTALLATION Air Conditioning: Unit Quantity Tons Per Unit Heat: Unit Quantity BTU's Per Unit Seer Rating Duct Systems: Total CFM REQUIRED REPLACEMENT AIR CONDITIONING & HEATING SYSTEM INSTALLATION ARI # Air Conditioning: Unit Quantity Tons Per Unit REQUIRED Heat: Unit Quantity BTU's Per Unit Seer Rating Duct Systems: Total CFM REQUIRED FIRE PREVENTION Fire Sprinkler System Quantity ( (Requires 3 sets of plans) Fire Standpipe Quantity (Requires 3 sets of plans) Underground Fire Main Value (Requires 3 sets of plans) Fire Hose Cabinets Quantity (Requires 3 sets of plans) Commercial Hoods Quantity (Requires 3 sets of plans) Fire Suppression Systems Quantity (Requires 3 sets of plans) FIRE PLACES MISCELLANEOUS: Prefabricated Fireplace Qty Automobile Lifts Gas Piping Outlets Boilers BTU's Elevators/Escalators ALL OTHER GAS PIPING Heat Exchanger Quantity of Outlets Pumps # Vented Wall Furnaces Refrigerator Condenser BTU's # Water Heaters Solar Collection Systems Tanks (gallons) Wells OTHER: Permit becomes void if work does not commence within a six month period or wor is suspended or abandoned for six months. I hereby certify that I have read this application and know the same to be true and correct. All provisions of laws and ordinances governing this work will be complied with whether specified or not. The permit does not give authority to violate the provisions of any other state or local law regulation construction or the performance of construction. Property Owners Name Phone Number Mechanical Company / :- \? T ` ,\e ..;Q,\ Office Phone 904-353- i055, Fax l 453 . 1q i Co. Address: 3 05 t Ja p h ii— 322- City State Zip License Holder (Print): 441ic3 Derl )Cr 1b0 c-- State Certification/Registration # X 43630001 Notarized Signature of License Holder_ "• VONDA K. DUGGAI worn and subscribed before me his day of � _ 20 1). ibi a, , Notary Public, State of � of Notary Public /ly1 G i Y __ . My Comm. Expires Aug. > 44, 'L Commission No. EE 108440 FEB -15 -2012 22:08 FROM: TO:93538486 P.1/1 FIRE HYDRANT MAINTENANCE REPORT DATE: 2-16 /6S - /2 T1' 4E: 9 r HYDRANT # HYDRANT LOCATION: Da.Mrh - LhI 3 2 d 96 q8 cA) 3.010 '' HYDRANT FLOW TEST: HYDRANT STATIC PRESSURE 1 . HYDRANT RESIDUAL PRESSURE ¢U PL HYDRANT GPM / O Cp MINUTES FLUSHED PORT SIZE GALLONS LOST HYDRANT CONDITION: PAINT lC��vG CAPS 60c/i.7 THREADS GREASED `vtag:ip HYDRANT BRAND AND SIZE HYDRANT VALVE (check to see if open an the way) COMMENTS INSPECTED BY //Air may �, _ow 1 Habitat for Humanity 96 & 98 West 3rd Street Fire Protection Project Submittal Package FILE COPY CIT 0f l\ 1 0011 ACS fiUil.D I va2 ‘3y: (* (-41/L- MILTON J. WOOD FIRE PROTECTION Milton J. Wood Fire Protection Inc. 3805 Faye Road, Jacksonville, FL 32226 (904) 353 -4055 / (904) 353 -8486 FAX AMMO INK .111111■11 Mt MD MN. #11011.1111111■ # MO MOM #1111M1111111111101114 MI MIMI. Fire Protection by Computer Design Society of Fire Protection Engineers (SFPE) Northeast Florida Chapter 904 - 353 -4055 Job Name : 96 -98 W. 3rd Street Building Location : 96 & 98 West 3rd St., Atlantic Beach, Florida 32233 Remote Area : Contract Data File : SFPE - Habitat- 02.wxf Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Society of Fire Protection Page 1 96 -98 W. 3rd Street Date 01/27/2012 HYDRAULIC DESIGN INFORMATION SHEET ame - Habitat for Humanities Date - 02 -16 -12 Location - 96 & 98 West 3rd St., Atlantic Beach, Florida 32233 Building - System No. - Contractor - Society Fire Protection Engineers SFPE Contract No. - Calculated By - Joshua Roman Drawing No. - Construction: ( ) Combustible ( ) Non - Combustible Ceiling Height 8' -0" OCCUPANCY - 1 & 2 Family Dwellings - Residential S Type of Calculation: ( )NFPA 13 Residential ( )NFPA 13R (X)NFPA 13D Y Number of Sprinklers Flowing: ( )1 ( )2 ( )4 ( ) S ( )Other T ( )Specific Ruling Made by Date E M Listed Flow at Start Point - 14 Gpm System Type Listed Pres. at Start Point - 8.2 Psi (X) Wet ( ) Dry D MAXIMUM LISTED SPACING 16 x 16 ( ) Deluge ( ) PreAction E Domestic Flow Added - 0 Gpm Sprinkler or Nozzle S Additional Flow Added - 5 Gpm Make Victaulic Model V27 I Elevation at Highest Outlet - 8' -8 "Feet Size 1/2" (7/16 ") K- Factor 4.9 G Note: Temperature Rating 155 ° F N Calculation Gpm Required 33.25 Psi Required 39.79 At Source Summary C- Factor Used: Overhead 150 Underground 150 Water Flow Test: Pump Data: Tank or Reservoir: Date of Test - 02/16/2012 Rated Cap. Cap. T Time of Test - 9:OOam @ Psi Elev. 5 Static (Psi) - 48 Elev. R Residual (Psi) - 40 Other Well Flow (Gpm) - 1060 Proof Flow Gpm S Elevation - 1 P Location: 96 & 98 West 3rd Street, Atlantic Beach, Florida 32233 P L Source of Information: City of Atlantic Beach Utilities Department Y Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 N O N `- 0 Cn 0 OM V O N-N� N• (v) V) c cd a) N ca _ [L 0 N - . 02'O cu -CLc0 . O O 2 ao N N .— W (n Cn fn Y 0 w C ' - NN OC') (0 ' (p00020C/) • E - 4) 0 r- co 0 M O . o co co • Z • E . m t _ - o c_ • o • O Nr ) 3 O • U • _ C 0 Lo N • c N 0` T . _ CNI Z .0 Cl) E 0 - 0 0 a • O 'O a o E 0 U • 0 0 0 co . co co o o .. _ U 22 o N o Ha • O U V 0 .- Q 7 7 • 0 O N a. P: 1 :3 • 0 2(1) ,..CneCe C.) Cl e i0 Min MEI PIIIIPIIIIII MI Mil INF ( NJ i Z3 >, t 0 0 N - 0 0 0 0 0 0 0 0 0 0 0) • rn U T V r N - I S 0) CO (s- CO LC) ("1 N ( n o) 0- Ct W U) CO D Ce W N 4 G Q oo \ N- 0 "' r--- g S Qk no Q 2 g ;: 9 » ? =ooT / , N- oo 2 2 0002 0 q to oo an c f room o 0 CD n00 / ± Lo x-- NOO E # 0 NOO / \ 00 -00v 0 n »� 152 \ n r- E • ƒ2B§ o RU�t% ® 222 U ) k ^ � a \ E �oo §' cm ƒ -0 § - - e- e- § 4- e � \ 2 >, • ■ o. I w 2 2� ■ >. 5± .0 \ _ § o=< m ] Z)f E $ o co § k = Ef §77 % . $ o C ■@ f n]o=moa =- k�/§2 a. % / 2- } • a » k _c k \ E _ =m E } § co / \3 / Q o &0 »n #& m \ 2 2%' » = o e 0 g c _ (1) _ .. _c 715 � on 0 «$ $ �� 01 CO L = a. c: 3_ E > - 0 § 12 a) CD j d§ m e, 3 0 2 i 2k $ \ )wc $2� §2§ i -. t 2g >k §/ c, o =zm e © "0 us 0M /0 k � k \d §\ \ § ®0 ��� �� / �7co 5 "27 0 O $ ) m=m■— D. 2 =2 } \ \ \ƒ] 2 $ a o k Cl_ \ / / co co E k ƒ §§§$k E D e / = c — o =co co 0 cm a) � > /� �kƒ kku_ of f 2 a � / kE /52E:U 0 « = E o . 2 o = = _ � naE< w = E _1 ±a ZW ' c Ma Pressure / Flow Summary - STANDARD Society of Fire Protection Page 4 96 -98 W. 3rd Street Date 01/27/2012 ode Elevation K -Fact Pt Pn Flow Density Area Press Actual Actual Req. 1 8.167 4.9 8.2 na 14.03 0.05 256 8.2 3 8.167 4.9 8.42 na 14.22 0.05 256 8.2 2 8.667 8.39 na 4 8.667 11.15 na TOR 8.667 11.58 na BOR 1.0 19.71 na 5.0 UG1 -2.0 38.2 na UG2 -2.0 41.09 na UG3 -2.0 41.09 na SRC 1.0 39.79 na The maximum velocity is 6.99 and it occurs in the pipe between nodes BOR and UG1 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen - Williams Society of Fire Protection Page 5 96 -98 W. 3rd Street Date 01/27/2012 Hyd. Qa Dia. Fitting Pipe Pt Pt tef. "C" or Ftng's Pe Pv * * * * * ** Notes * * * * ** Point Qt Pf /Ft Eqv. Ln. Total Pf Pn 1 14.03 1.394 2N 16.0 14.042 8.200 K Factor = 4.90 to 150.0 10 6.0 22.000 -0.217 2 14.03 0.0112 0.0 36.042 0.404 Vel = 2.95 0.0 14.03 8.387 K Factor = 4.84 3 14.22 1.394 1N 8.0 1.833 8.422 K Factor = 4.90 to 150.0 10 6.0 14.000 -0.217 2 14.22 0.0115 0.0 15.833 0.182 Vel = 2.99 2 14.03 1.394 3N 24.0 37.583 8.387 to 150.0 10 6.0 30.000 0.0 4 28.25 0.0409 0.0 67.583 2.761 Vel = 5.94 4 0.0 1.394 1N 8.0 2.625 11.148 to 150.0 0.0 8.000 0.0 TOR 28.25 0.0408 0.0 10.625 0.434 Vel = 5.94 TOR 0.0 1.394 2Fsp 0.0 7.500 11.582 to 150.0 0.0 0.0 7.821 *Fixed loss = 4.5 BOR 28.25 0.0408 0.0 7.500 0.306 Vel = 5.94 BOR 5.00 1.394 1E 4.762 134.000 19.709 Qa = 5.00 to 150.0 1T 9.523 14.284 10.306 * Fixed Toss = 9.007 UG1 33.25 0.0552 1Zik 0.0 148.284 8.189 Vel = 6.99 4 0 06, UG1 0.0 1.598 2T 23.312 37.000 38.204 150.0 0.0 11.656 1.500 * Fixed loss = 1.5 UG2 33.25 0.0284 0.0 48.656 1.382 Vel = 5.32 UG2 0.0 8.425 0.0 15.000 41.086 to 140.0 0.0 0.0 0.0 UG3 33.25 0.0 0.0 15.000 0.0 Vel = 0.19 UG3 0.0 6.275 1 E 21.977 15.000 41.086 to 140.0 1G 4.709 73.780 -1.299 SRC 33.25 0.0 1T 47.094 88.780 0.004 Vel = 0.34 _ 0.0 33.25 39.791 K Factor = 5.27 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 low rapid tLICI3 ,Dire & Building Products response HOME FIRE SPRINKLER SYSTEM Technical Services: Tel: (800) 381 -9312 / Fax: (800) 791 -5500 BlazeMaster CPVC Fire Sprinkler Pipe & Fittings Submittal Sheet General Description Technical Tyco® CPVC Pipe and Fittings pro- Data duced by Tyco Fire & Building Prod- ucts (TFBP) are designed exclusively Sizes F* for use in wet pipe automatic fire sprin- 3/4" to 3" kler systems. The Tyco CPVC Pipe Maximum Working Pressure and Fittings are produced from Blaze- 175 psi ° Master® CPVC compound that is a specially developed thermoplastic Approvals compound composed of post chlorin- UL, FM, C -UL, NSF, LPCB, MEA, and ated polyvinyl chloride (CPVC) resin the City of Los Angeles. (Refer to In- � .r and state of the art additives. Tyco stallation Handbook IH -1900 dated s , CPVC Pipe and Fittings are easier to June 2008 for exact listing /approval install than traditional steel pipe sys- information.) tems, and at the same time, provide Manufacture Source superior heat resistance and strength U.S.A. as compared to traditional CPVC and PVC piping materials used in the Material plumbing trade. Various adapters are • Pipe: ASTM F442, SDR 13.5 available to connect CPVC pipe to me- tallic piping. All female pipe thread • Fittings: ASTM F438 (Sch. 40) and adapters have brass inserts for dura- ASTM F439 (Sch. 80), ASTM F1970 bility. Grooved adapters connect di- Color rectly to grooved end valves and me- Orange tallic pipe, with flexible grooved end couplings. NOTICE Tyco® CPVC Pipe and Fittings pro - duced with BlazeMaster© CPVC com- pound described herein must be in- stalled and maintained in compliance with this document and with the appli- cable standards of the National Fire Protection Association, in addition to the standards of any authorities having jurisdiction. Failure to do so may im- pair the performance of these devices. The owner is responsible for maintain- ing their fire protection system and de- vices in proper operating condition. The installing contractor or sprinkler manufacturer should be contacted with any questions. BlazeMastere is a registered trademark of The Lubrizol Corporation Page 1 of 2 JUNE, 2008 TFP1915 Two -Hole Side Mount CPVC Pipe Straps Application: The Two -Hole Side Mount CPVC Pipe Strap is designed to support pipe running perpendicular to the beam. When attached to the bottom of the beam it supports the pipe, but when attached to the top of the beam it will only act as a guide. 4 Features: • Beveled edges protects CPVC pipe from damage • Easily attaches to wood structure with included screws or to minimum 20 gauge steel with special screws (sold separately) • Retaining dimples simplify installation process • Strap is UL Listed (ZO • Sizes: 3 /4" (19mm) through 2" (5omm) CPVC pipe USTED • Includes: one (1) pipe strap and two (2) #10 x 1 hex head screws Optional: 1 /4" x 1" (25.4mm) tek type screw for mounting to steel (sold separately) • Strap has two (2) 1 /4" (6.3mm) diameter hole for mounting • Material: 20 gauge (0.9mm) X 1 (28.6mm) pre - galvanized steel UPC Part D Nominal W C HC Maximum Wt. Number Number Pipe Dia. Overall Spacing Per 100 in. mm in. mm in. mm in. mm in. mm lbs. kg 78205160075 B3183 - 3 /4 1.050 26.7 2 58.7 1 43.8 1 47.6 66 1676 9.0 4.1 78205160076 :B31831 1.315: 33.4 2 65.1 1 49.2 2 55.6 72 1829 10.0 4.5 78205160077 133183 -1 1.660 42.1 2i 74.6 2 58.7 2 63.5 78 1981 11.0 5.0 78205160078 B3183 -11/2 1.900 48.2 3 82.5,, 2 66.7 ` 2 71.4 84 2133! 12.0 5,4 78205160079 B3183 -2 2.375 60.3 3 92.1 3 76.2 3 82.5 96 2438 13.0 5.9 Nominal Pipe R� Diameter W D Support Application `_ Guide Application x , a.4," -s. r 1 , v. ,,,, .t ..., ,f,,, , ., ` 1 a ..,,, s, ,, „,,,,„..\:,,,,,,,,,,,,, , ,,,,,,,...,,.. , „„t„,.. ,.,,,,,„,. - , ,,,,,k ,.- 4,,,,,,,,,„,,,i,.. tli,.....? ,., -,, i 4. , , %iv - --.4 iv.- V, ', Kt 7' :: : ,.., 1'''' ''''' ' - ., : ta x' : : Perpendicular pipe run Perpendicular pipe run 00". bottom mounted on wood joist top mounted on wood joist COOPER B -Line One -Hole Wrap Around CPVC Pipe Straps Application: The One -Hole Wrap Around CPVC Pipe Strap is designed to support pipe running ''' horizontally on the side of a beam. It can also be used, as a guide, to mount C PVC pipe that runs perpendicular across the top of a beam or on a vertical pipe run. Features: • Beveled edges protects CPVC pipe from damage • Easily attaches to wood structure with included screws or to minimum 20 gauge steel with special screws (sold separately) • Strap is UL Listed 01 • Sizes: 3 /4" (19mm) through 2" (50mm) CPVC pipe • Includes: one (1) each pipe strap and #10 x 1 hex head screw LISTED Optional: 1 /4" x 1" (25.4mm) tek type screw for mounting to steel (sold separately) • Strap has one (1) 1 /4" (6.3mm) diameter hole for mounting • Material: 20 gauge (0.9mm) X 1 (28.6mm) pre - galvanized steel UPC Part D Nominal L C Maximum Wt. Number Number Pipe Dia. Overall Spacing Per 100 in. mm in. mm in. mm in. mm Ihs. kg 78205160064 B3181 - 1.050 26.7 2 60.3 1 34.9 66 1676 9.0 4.1 " 78205160065 83. 1811 ; ' ! 1.3 33.4 25/a 66 7 1 ?/1 , .3 5 72 1 829 ; 10 di 4.5 78205160066 B3181 -1 1.660 42.1 2�/8 47.6 1 39.7 78 1981 12.0 5 78205160067 ' 1 48.2 3 77.8 1 8 413 ` `' 84 2133 12 0 ; : S 4 78205160068 B3181-2 2.37 60.3 3 87.3 1 46.0 96 2438 15.0 6.8 Support Application Nominal Pipe Diameter g _ "" D 1 , 1 0 , ... , ,...s. , ;:.,..-,,,..„,,„,_„,,,,,, _. ,, — - _■_____ ...,,,,..„ ,,,„,, ,,,....,,,,, , _ C ` L i s Guide Applications Horizontally mount CPVC pipe q # :x x Running CPVC pipe vertically Running CPVC pipe perpendicular across top of beam COOPER B - Line FIRE PROTECTION PRODUCTS AUTOMATIC SPRI L.Ef ^ L ' Alow V27 K4.9 SEE VICTAULIC PUBLICATION 10.01 FOR DETAILS Residential Concealed Pendent and Specific Application (Flat & Sloped Ceilings) Quick Response V2734 and V2736 These Model V27 residential sprinklers are designed to meet the requirements of NFPA 13, 13D and 13R for residential use in a variety of room sizes, depending upon available operating pressure and room configuration. Model V2734 is UL Listed for use under smooth flat horizontal ceilings and sloped ceilings up to and including 8/12 (33.7 °) pitch. The design incorporates state -of- the -art, heat responsive, frangible glass bulb design (quick response) for prompt, DOME COVER PLATE precise operation. The die cast frame is more streamlined and attractive than traditional sand cast frames. It is cast with a hex - shaped wrench boss to allow easy tightening from many angles, reducing assembly effort. This sprinkler is available in various finishes to meet many design requirements. The V27 sprinklers are now available with the aesthetically pleasing dome cover plate, which also is available in various finishes to meet many design requirements. SPRINKLER OPERATION: The operating mechanism is a frangible glass bulb which contains a heat responsive liquid. During a fire, the ambient temperature rises causing the liquid in the bulb to expand. When the ambient temperature reaches the rated temperature of the sprinkler, the bulb shatters. As a result, the waterway is cleared of all sealing parts and water is discharged towards the deflector. The deflector is designed to distribute the water in a pattern that is most effective in controlling the fire COVERAGE: Residential spray coverage up to 20 feet x 20 feet (6.1 m x 6.1 m) room sizes per NFPA. TECHNICAL SPECIFICATIONS: Models: V2734, V2736 ACCESSORIES Style: Concealed Residential Pendent Installation Wrench: Nominal Orifice Size: 7 /16" /12mm • Concealed: V39 K- Factor: Finishes: • V2734 — 4.9 Imp. /7.1 S.I.^ for room sizes • Chrome plated up to 1674.9m. • White painted • V2736 -4.9 Imp. /7.1S.l.^ for room sizes • Flat black 18' to 2075.5 and 6.1 m. • Custom painted Nominal Thread Size: W NPT /15 mm For cabinets and other accessories refer to Max. Working Pressure: 175 psi /1200kPa separate sheet. Factory Hydrostatic Test: 100 500 psi /3450kPa ^ For K- Factor when pressure is measured in Min. Operating Pressure: 7psi /48kPa Bar, multiply S.I. units by 10.0. Temperature Rating: See chart on page 2. * Teflon is a registered trademark of Dupont Co. MATERIAL SPECIFICATIONS Pendent Deflector: Bronze per UNS C51000 Bulb: Glass with glycerin solution. Bulb Nominal Diameter: • Quick Response: 3.0mm Load Screw: Bronze per UNS 065100 Pip Cap: Bronze per UNS C65100 Seal: Teflon* tape Frame: Die cast brass 65 -30 Cup: Cold rolled steel, zinc - chrome plated. Cover /Escutcheon: Brass per UNS C26000 JOB /OWNER CONTRACTOR ENGINEER System No. Submitted By Spec Sect Para Location Date Approved Date www.victaulic.com VICTAULIC IS A REGISTERED TRADEMARK OF VICTAULIC COMPANY. ®2007 VICTAULIC COMPANY. ALL RIGHTS RESERVED. PRINTED IN THE USA rotauIIc` REV_E 40.42_1 FIRE PROTECTION PRODUCTS — AUTOMATIC SPRINKLERS 40.42 V27, K4.9 Residential Concealed Pendent and Specific Application (Flat & Sloped Ceilings) Quick Response V2734 and V2736 RATINGS All glass bulbs are rated for temperatures from —67 °F ( -55 °C) up to those shown in table below. SPRINKLER - V2734/52736 COVER — V27 Sprinkler Temperature —'FI'C Cover Temperature —'F/ C Maximum Maximum Sprinkler Victaulic Nominal Ambient Victaulic Nominal Ambient Terperature Part Temperature Temperature Glass Bulb Part Temperature Temperature Classification Identification Rating Allowed Color Identification Rating Allowed 155 100 135 100 Ordinary C 68 38 Red A" 57 38 *A for use with Standard or Quick Response Concealed Sprinklers 135 °F (57 °C) or 155 °F (68 °C). I � - �'>t it. g$ , t , � 'a'�'g�N' £ e� � s'� � 3 �i. �. r.w „a :��.€...,,.��4rr"�.�: -,� • Proper temperature rated cover must be used with the correct sprinkler rating per the Temperature Chart Ratings. • The plastic shipping cap must be removed for the sprinkler to operate properly. • If shipping cap is replaced over an installed sprinkler for purposes of painting or plastering, then the fire protection system shall be considered out of service, the Authority Having Jurisdiction notified, and a firewatch is suggested. Failure to do so may result in failure of sprinkler to operate causing serious personal injury or property damage. ORDERING INFORMATION Please specify the following when ordering: Sprinkler Model Number j Style Temperature Rating K- Factor Thread Size Quantity Cover Finish Wrench Model Number www.victaulic.com VICTAULIC IS A REGISTERED TRADEMARK OF VICTAULIC COMPANY. ® 2007 VICTAULIC COMPANY. ALL RIGHTS RESERVED. PRINTED IN THE USA - . REV_E 40.42_3 FIRE PROTECTION PRODUCTS - AUTOMATIC SPRINKLERS 40.42 V27 K4.9 Residential Concealed Pendent and Specific Application (Flat & Sloped Ceilings) Quick Response V2734 and V2736 ROOM SIZE Installed Under Smooth Flat Horizontal Ceilings up to 2/12 (9.5 °) Pitch Minimum Flow per Sprinkler Min. Nominal for Horizontal Ceilings Installation K- Factor Maximum 2/12 (9.5') Pitch Room Size Spacing Imperial For NFPA 13R or 13D' Model Feet /meters Feet /meters S.I.^ GPM /LPM @ PSI /kPa V2734 12 x 12 8.0 4.9 13 GPM @7.0PSI 3.7 x 3.7 2.4 7.1 49.2 LPM @ 48.5 kPa V2734 14 x 14 8.0 4.9 13 GPM @ 7.0 PSI 43x 2.4 7.1 49.2 LPM @ 48.5 kPa V2734 16x16 8.0 4.9 1 14GPM @8.2PSI 4.9 x 4.9 2.4 7.1 ! 53.0 LPM @570kPa 12x 12 8.0 49 13GPM @7.OPSI V2736 3.7 x 3.7 • 2.4 7.1 49.2 LPM @ 48.5 kPa V2736 14 x 14 8.0 4.9 17 GPM @ 12.0 751 4.3 x 4.3 2.4 7.1 64.3 LPM @83.0 kPa V2736 16x16 8.0 4.9 7 GPM @12.OP51� 4.9 x 4.9 • 2.4 7.1 64.3 LPM @ 83.0 kPa V2736 18 x 18 8.0 4.9 17 GPM @ 12.0751 5.5 x 5.5 2.4 1 7.1 64.3 LPM @83.0kPa V2736 20 x 20 8.0 4.9 20GPM @ 16.7 PSI 6.1x6.1 2.4 7.1 75.7 LPM @114.9kPa Installed Under Sloped Ceilings up to 4/12 (18.41 Pitch Minimum Flow per Sprinkler Min. Nominal for Sloped Ceilings Installation K- Factor Maximum 4/12 (18.4 Pitch Room Size Spacing Imperial For NFPA 13R or 13D' Model Feet/meters Feet /meters S.I." GPM/LPM @ PSI /kPa V2734 1 12 x 12 8.0 4.9 19GPM @ 15 PSI - 1. 37x37 .......... ._ ._._..__24 7.1 71.9 LPM @103.0 kPa V2734 i 14x14 80 49 19GPM @15P51 4.3x43 2.4 7.1 71.9 LPM @ 103.0 kPa i 16x16 8.0 4.9 19GPM @15PSI V2734 4.9 x 4.9 2.4 7.1 77.9 LPM @ 103.0 kPa V2736 F 12 x 12 8.0 4.9 = 21 GPM @ 18.5 PSI 3.7 x 3.7 2.4 , 7,1 ' 79.5 LPM @128.OkPa V2736 I 14 x 14 8.0 4.9 21 GPM @ 18.5 PSI 4.3 x 4.3 2.4 7.1 79.5 LPM @1280kPa 4.9 r • V2736 x 16 8.0 4.9 21 GPM @185PSI x 2.4 7.1 79.5 LPM @128.OkPa V2736 1 18 x 18 8.0 4.9 21 GPM @ 18.5 PSI 5.5 x 5.5 .` _, . 2.4 _ ,.,.. _ - 7.1 79.5 LPM @ 128.0kPa V2736 20 x 20 ' 8.0 4.9 28GPM @ 32.6 PSI 6.1 x 6.1 2.4 7.1 106.O LPM @225.OkPa Installed Under Sloped Ceilings up to 8/12 (33.71 Pitch Minimum Flow per Sprinkler Min. Nominal for Sloped Ceilings Installation K- Factor Maximum 8/12 (33.7) Pitch Room Size Spacing Imperial For NFPA 13R or 13D' Model Feet /meters Feet /meters S.1." GPM /LPM @ PSI /kPa V2734 12 x 12 8.0 4.9 21 GPM @ 18.4 PSI 3.7 x 3.7 2.4 7.1 79.5 LPM @ 127.0 kPa V2734 14 x 14 8.0 4. 21 GPM @ 18.4 PSI 4.3 x 4.3 2.4 7.1 79.5 LPM @127.0kPa V2734 16 x 16 8.0 4.9 21 GPM @ 18.4 PSI 4.9 x 4.9 2.4 7,1 79.5 LPM @127.OkPa V2736 12 x 12 8.0 4.9 - 3.7x3.7 2.4 7.1 - V2736 14 x 14 8.0 4.9 4 2 . 4 7.1 - V2736 16 x 16 8.0 4.9 - 4.9 x 4.9 - 2.4 7.1 - V2736 ' 18x 18 8.0 49 i - 5.5 x 5.5 2.4 7.1 - V2736 20 x 20 8.0 4.9 - Alow 6.1 x 6.1 2.4 7.1 - www.victaulic.com VICTAULIC 15 A REGISTERED TRADEMARK OF VICTAULIC COMPANY. ® 2007 VICTAULIC COMPANY. ALL RIGHTS RESERVED. PRINTED IN THE USA jctaulic* REV_E 40.425 FIRE PROTECTION PRODUCTS — AUTOMATIC SPRINKLERS 40.42 V27 K4.9 Residential Concealed Pendent and Specific Application (Flat & Sloped Ceilings) Quick Response V2734 and V2736 NORMAL WETTING PATTERNS MODEL V2736 K4.9 RESIDENTIAL CONCEALED 13 GPM (49.2 LPM) T 6 18 j 3 tbm i3m Obm i �txm o _ b .._. ,....._... __.,,... ^ C L OF ROOM NOMINAL WETTING PATTERN 12' x 12' COVERAGE AREA MODEL V2736 K4.9 RESIDENTIAL CONCEALED 17 GPM (64.3 LPM) 6 5 q K 09m ,} "',•'BxAm 24m 1.8m 11m Obm 1 m' '• <' Ism 03 Z � i.3m r .w' CL OF'ROOM NOMINAL WETTING PATTERN 18' x 18' COVERAGE AREA MODEL V2736 K4.9 RESIDENTIAL PENDENT AND RECESSED PENDENT 20 GPM (75.7 LPM) 8 I T T 2.1 m 5• 1.2 m ,. .. 09 m S.. �. 0.8m 83-0m 2.4m 18m 122, 04m e'3Rm )•' 18m 0.3m ,6 1]m obm, CLOF ROOM NOMINAL WETTING PATTERN 20' x 20' COVERAGE AREA NOTES: 1 Data shown is approximate and can vary due to differences in installation. 2 These graphs illustrate approximate trajectories, floor- wetting, and wall- wetting patterns for these specific Victaulic FireLock automatic sprinklers.They are provided as information for guidance in avoiding obstructions to sprinklers and should not be used as minimum sprinkler spacing rules for installation. Refer to the appropriate NFPA National Fire Code or the authority having jurisdiction for specific information regarding obstructions, spacing limitations and area of coverage requirements. Failure to follow these guidelines could adversely affect the performance of the sprinkler and will void all Listings, Approvals and Warranties. 3 All patterns are symmetrical to the centerline of the waterway. www.victaulic.com VICTAULIC IS A REGISTERED TRADEMARK OF VICTAULIC COMPANY. © 2007 VICTAULIC COMPANY. ALL RIGHTS RESERVED. PRINTED IN THE USA jctaulic* REV_E 40.42_7 „.... tqco Fire Suppression Building Products ffir rapid response® Technical Services 800-381-93121+1-401-781-8220 HOME FIRE SPRINKLER SYSTEM www.tyco- fire.com Model RSV -1 Residential Shut -Off Valve 1 Inch and 2 Inch (DN25 and DN50) for Dual- Purpose Residential Water Supply General NOTICE The Model RSV -1 Residential Shut -Off Description Valves described herein must be installed The TYCO RAPID RESPONSE Model and maintained in compliance with this document, as well as with the applicable, RSV -1 Residential Shut -Off Valves standards of the National Fire Protection r pipin that are intended for use in dual - purpose residential water supply piping Association, in addition to the standards of any authorities having jurisdiction. serves both domestic and residential Failure to do so may impair the integrity fire protection sprinkler system needs. of this device. � ,t The 1 -Inch (DN25) Valve is intended for NFPA 13D system needs, whereas Owners are responsible for maintaining the 2 -Inch (DN50) Valve is intended for their fire protection system and devices in ' systems designed in accordance with proper operating condition. The installing either NFPA 13D or NFPA 13R. contractor or sprinkler manufacturer When a fire sprinkler operates, the should be contacted relative to any Model RSV -1 Residential Shut -Off questions. Physical Characteristics Valve automatically shuts off water T Refer to Figures 3 and 4. flow to the domestic system and di- I echnical • 1 -Inch (DN25) Valve verts the available water supply to the Body Copper Alloy fire sprinkler system. Consequently, ..... Top and when the Model RSV -1 Valve is uti- Bottom over Copper Alloy lized, the system designer does not Approvals Upper Cap Brass need to add the domestic flow de- • The 1 -Inch (DN25) Model RSV -1 Resi- Bottom Seal Brass mand to the fire sprinkler system flow dential Shut -Off Valve is UL and C -UL Piston Glass Reinforced demand, as would otherwise be re- Listed and NSF -61 Annex G Approved. Polyphenylene Oxide quired by NFPA 13R. It is suitable for use in water supply Differential Consider use of the Model RSV -1 arrangements for residential fire sprin- Ring Glass Reinforced Residential Shut -Off Valve when either kler systems designed per NFPA 13D. Polyphenylene Oxide the water supply cannot adequately • The 2 -Inch (DN50) Model RSV -1 Resi- Sleeve Glass Reinforced provide for both the domestic design dential Shut -Off Valve is UL and C -UL Polyphenylene Oxide demand and the fire sprinkler flow de- Listed and NSF -61 Annex G Approved. Upper and mand, or it is necessary to increase It is suitable for use in water supply Lower Seals EPDM the effectiveness of the fire sprinkler arrangements for residential fire sprin- O -Rings Buna -N system by automatically shutting off kler systems designed per NFPA 13D Piston Spring Stainless Steel the domestic flow. or 13R. Piston Screws Stainless Steel The Model RSV -1 Residential Shut- Maximum Pressure Cap Screw Stainless Steel Off Valve maximizes the effective use 175 psi (12,1 bar) of an existing water supply. Therefore, 2 -Inch (DN50) Valve in areas with limited water supplies, it Weight Body and Cov Copper Alloy may eliminate the need to add cost) y 1 -Inch (DN25): 11 lbs. (5 kg) Piston Insert Copper Alloy pumps, pressurized reservoirs, or elec- 2 -Inch (DN50): 29 lbs. (11 kg) Bottom Seal Copper Alloy trically operated domestic shut -off valves. The Model RSV -1 Valve has a Pressure Loss Piston Cover .... Glass Reinforced built -in check valve in the fire sprinkler Refer to Figures 7 and 8. Polyphenylene Oxide system outlet that eliminates the need Insert Sleeve .... Glass Reinforced for a separate check valve. Also, the Patents Polyphenylene Oxide Model RSV -1 Valve automatically re- 2 -Inch (DN50) Model RSV -1 Valve: Piston Seal EPDM ”" sets, thereby eliminating the need for Patent Pending O -Rings EPDM valve disassembly after a fire sprinkler Piston Spring Stainless Steel system test or operation. Piston Nut Stainless Steel Retainer Ring Stainless Steel Page 1 of 8 DECEMBER 2010 TFP980 TFP980 Page 3 of 8 Operating Principles y 3 -5/8" DIA. FIRE Components: (92,1 mm) SPRINKLER When a fire sprinkler activates dur- PORT, 1" NPT ing domestic usage, the TYCO Model 1 - Body RSV -1 Residential Shut -Off Valve 2 - Top Cover 2 automatically shuts off flow to the 3 Screw, domestic system and diverts the avail- Upper Cap 5 I' f ' � 4 - Upper Cap DOMESTIC able water supply to the fire sprinkler 5 - 0-Ring, 3 � '� PORT, 3 -1/4" system, thereby eliminating a reduced (82,6 mm) Cover (2) 4 ��� i r � � 1" NPT flow condition in the sprinkler system orv►� k ��• r that might otherwise be caused by � - Upper Seal r 15 possible significant domestic water Upper S 6 l eeve usage. 8 3/16" 8 - Sleeve (208,0 mm) 9 S When the Model RSV -1 Valve is in the Pn ing 8 10 °L » normal standby position as shown in 10 Differential ` 4- 15/16" Figures 7 and 8, the Piston Assembly, Ring A 11 (125,4 mm) assisted by its Spring, is in the down 11 - Lower Seal 1 ' I' '' %' I 14 position. With the Piston Assembly in 12 - Screw, k 4 the down position, the Fire Sprinkler Piston (4) 12 "� � ' 5 Seal permits the Model RSV -1 Valve 13 - Bottom Cover L�d to perform as a conventional check 14 - Piston 13 valve. Also, with the Piston Assembly 15 0-Ring, WATER in the down position, water is avail- Lower Sleeve SUPPLY 2_3/8 able on demand through the Domestic PORT, 1" NPT (60,3 mm) Flow Passage and out the Domestic Port. FIGURE 3 Upon operation and with a mini- 1 -INCH (DN25) MODEL RSV -1 RESIDENTIAL SHUT -OFF VALVE mum design water flow —that is, 12.5 ASSEMBLY AND DIMENSIONS GPM (47,3 LPM) for the 1 -inch Valve or 8 GPM (30,5 LPM) for the 2 -Inch Valve —to the automatic residential fire sprinkler system, the Piston Assembly moves upward. With the Piston As- 5 DIA. FIRE sembly in the up position, any water C (136,5 mm) SPRINKLER 12 flow to the Domestic Port is diverted PORT, 2" NPT to the Fire Sprinkler Port. 10 The contours of the Piston Assembly Components: 1 I t � p q DOMESTIC are specifically configured to minimize its upward movement except under 1 - Body PORT, the level of sustained fire sprinkler 2 - Insert Sleeve 2" NPT system flow resulting from operation 3 Bottom Seal 5 I @ 4 -1/2" of one or more fire sprinklers. How- 4 Piston ■Cover k (114,3 mm) ever, because most fire sprinkler sys 5 - Piston Seal 11 �,�_ r� �' terns contain air pockets, the Piston 6 - Piston Insert g tiri, v° Assembly tends to move momentarily Piston Spring � � ' 9-1/16" upward when there is a surge in sup- 8 - Piston Nut 2 v (230,2 mm) ply pressure. 9 - Insert Sleeve ��� 0-Ring (2) 4 ��v 1: M ` \ \\\ al�� The momentary opening and re -clos- 10 - Cover 0 -Ring 9 I/O V V 4- 9/16" ing of the Piston Assembly at the Fire 11 - Retainer Ring ar = R (115,9 mm) Sprinkler Line Seal traps a portion 12 - Cover 3 aL Z1 of the pressure increase within the 13 - Bottom Seal V Z fire sprinkler system. Trapped pres- 0 -Ring 13 sure increases within the fire sprinkler a-= _ " system help to prevent a subsequent 7 surge in the supply pressure from 8 WATER causing the water -flow detector to sig SUPPLY 3-3/4" nal a false alarm (unless a by -pass is PORT, 2" NPT (95,3 mm) installed per Figure 2). FIGURE 4 2 -INCH (DN50) MODEL RSV -1 RESIDENTIAL SHUT -OFF VALVE ASSEMBLY AND DIMENSIONS Atisw TFP980 Page 5 of 8 FIRE SPRINKLER PISTON TO FIRE FIRE PISTON SPRINKLERS SPRINKLER PORT ASSEMBLY ASSEMBLY \ / PORT SPRINKLER _� FIRE Pr '!'�� ti SEAT '� 6 SPRINKLER 4/ A '� SEAT R d,�„y FLOW `, ` P ((O1/H111111h 1 PASSAGE it/11111M i, DOMESTIC i j ■ PORT , TO 4 , DOMESTIC O � ® � DOMESTIC +J � � / -- DO MESTIC PASSAGE �� '�� ii �la INTERNAL Qa -.. l�19 PORT ' ® �� ®�s BY -PASS = "% � A ®® ®r: RESTRICTION 1,� ` § DOMESTIC Z t%011, j 4 ' k � SEAT / Q SUPPLY 7 t SEAT DOMESTI �a� PORT SUPPLY SUPPLY SUPPLY PORT �- - D t STANDBY OPERATED FIGURE 7 STANDBY AND OPERATED POSITIONS FOR 1 -INCH (DN25) MODEL RSV -1 VALVE TO FIRE FIRE SPRINKLERS SPRINKLER FIRE PORT qp. PISTON PISTON SPRINKLER ASSEMBLY ASSEMBLY PORT � � S FIRE ��� '' * 6 1 FIRE a SPRINKLER FIRE SPRINKLER �� SEAT SPRINKLER Qi FLOW SEAT a � PASSAGE DOMESTIC mom � �.s�� PORT , ‘'s '4 % fir J ;k , K k4i �� T e t DOMESTIC ► 1 � � ` : a /11 DOMESTIC \ `�' �� \' tt FLOW , @� PASSAGE & sins A � D O SEAT IC / ►� DOMESTIC �'� ■ �`$ INTERNAL �N� PORT ‘‘‘,.,-,..) IMILNEVAIllii r, SUPPLY t RESTRICT ON Nj PORT ' — 1 % tAti:, t `� S PORT SUPPLY DOMESTIC \ SUPPLY STANDBY SEAT OPERATED FIGURE 8 STANDBY AND OPERATED POSITIONS FOR 2 -INCH (DN50) MODEL RSV -1 VALVE TFP980 Page 7 of 8 Operation Test Procedure Limited 1. Fully open two or three water outlets Ordering in the domestic piping system. Warranty To simulate a sprinkler operation, Y Information open the Alarm Test Connection of Products manufactured by Tyco Contact your local distributor for avail- the fire sprinkler system. Fire Suppression & Building Prod- ability. When placing an order, indi- 3. Verify that any alarms are operating ucts (TFSBP) are warranted solely to cate the full product name and Part and that t the flow from ar e op in the original Buyer for ten (10) years Number (P /N). wader that flow from the domestic more against defects in material and work - than a trickle. manship when paid for and properly Valves with NPT Connections installed and maintained under nor- Specify 1 -Inch NPT (DN25) Model 4. Reset the Model RSV -1 Valve in ac- mal use and service. This warranty RSV -1 Residential Shut -Off Valve, P/N cordance with the Valve Setting Pro- will expire ten (10) years from date of 52- 540 -1 -001. cedure described in this data sheet. shipment by TFSBP. No warranty is Specify 2 -Inch NPT (DN50) Model given for products or components RSV -1 Residential Shut -Off Valve, P/N Flow Test Procedure manufactured by companies not affili- 1. While there is no water flowing in the ated by ownership with TFSBP or for 52- 540 1 -002. domestic system, completely open products and components which have Valves with ISO Connections the Drain and Flow Test Connection. been subject to misuse, improper in- Specify ISO Rc1 (DN25) Model RSV -1 2. While water is flowing, record the stallation, corrosion, or which have Residential Shut -Off Valve, P/N pressure reading on the fire sprin- not been installed, maintained, modi- 52- 540 -1 -011. kler system pressure gauge and fled or repaired in accordance with then compare this reading to previ applicable Standards of the National Specify ISO Rc2 (DN50) Model RSV -1 then readings. Fire Protection Association, and /or Residential Shut Off Valve, P/N the standards of any other Authorities 52-540-1-204. If there is a significant decrease Having Jurisdiction. Materials found in pressure since the last time the by TFSBP to be defective shall be ei- pressure reading was taken and this ther repaired or replaced, at TFSBP's decrease is not due to a normally sole option. TFSBP neither assumes, expected drop in the water supply nor authorizes any person to assume pressure, an impairment may exist for it, any other obligation in connec- that should be immediately identified tion with the sale of products or parts and corrected. of products. TFSBP shall not be re- 3. Close the Drain and Flow Test Con- sponsible for sprinkler system design nection to allow the Model RSV -1 errors or inaccurate or incomplete in Valve to reset automatically. Automatic formation supplied by Buyer or Buy resetting occurs within ten seconds. er's representatives. 4. After waiting ten seconds, completely In no event shall TFSBP be liable, in open at least three water outlets in contract, tort, strict liability or under the domestic system and allow these any other legal theory, for inciden- tal, indirect, special or consequential outlets to flow simultaneously. damages, including but not limited to If the water outlets flow fully, the labor charges, regardless of whether Model RSV -1 Valve is set and ready TFSBP was informed about the pos- for service. Close the water outlets sibility of such damages, and in no on the domestic system. event shall TFSBP's liability exceed an If the water outlets do not flow fully, amount equal to the sales price. close the Domestic Control Valve The foregoing warranty is made in and verify that there is no flow from lieu of any and all other warranties. the fire sprinkler system piping, such express or implied. including warran- as at the Inspector's Test Connec- ties of merchantability and fitness for tion. Wait a minimum of ten seconds. a particular purpose. Re -open the Domestic Control Valve and then recheck that the domestic This limited warranty sets forth the ex- system water outlets are flowing full. elusive remedy for claims based on failure of or defect in products, materi- als or components, whether the claim is made in contract, tort, strict liability or any other legal theory. This warranty will apply to the full ex- tent permitted by law. The invalidity, in whole or part, of any portion of this warranty will not affect the remainder. BB-Sc 1_ 2 1 / 2 � .. s, SL 0 W CLOSE Approved by: NYC Cal. Board # 9 9 6 -81- &Appeals, G ' #9-81 -SM (175psi) 720 -83 -SA (350 & 500 psi) BRONZE BUTTERFLY VALVE ONE- PIECE, FULL -PORT H PSI ® THREADED s HREADED ENDS APPROVED DIMENSIONS 4 - 1/2" Valve Size = - _ _ 7 ,mii DIM 1" 1 -1/4" 1 -1/2" 2" 2-1/2" r i el I F ∎,t A 2.13 2.63 2.88 3.25 4.13 t ,6 B 3.16 3.31 3.41 3.63 3.82 ' , (MAX . \ ° C 1.56 1.94 2.19 2.75 3.19 B � ,, .'' ENTRY) P 5% ll \/ D 1.72 2.11 2.38 3.07 3.50 1 1 J 4.16 4.16 4.51 4.76 4.66 : �` K 66 .73 .73 .79 1.18 = C I II L L .83 .90 .10 1.41 1.29 M-403 1 1111111„0 " 1 Mil el -403 1.10 1.38 1.61 2.07 2.47 M - 80 4 .96 1.28 15 5 2 1.50 1.94 2.32 N -40' 2.25 2.00 2.50 2.25 10.00 • �iiii // i � y� l w 1.13 1.25 1.41 1.69 1.75 W ALL DIMENSIONS - INCHES ' Pertains to BB -SC100 only. D A 2 Pertains to BB -SCS02 only. ' M -40 ARE DIMENSIONS USING SCHEDULE 40 PIPE BB -SC100 ` M -80 ARE DIMENSIONS USING SCHEDULE 80 PIPE Sizes 1 ", 1 -1/4 ", 1 -1/2 ", 2 ", 2 -1/2" 5 N-40 IS FLOW RESISTANCE EXPRESSEDIN EQUIVALENT LENGTH OF SCHEDULE 40 P PIPE 6 W IS THE WRENCH MAKE -UP LENGTH FEATURES 4 -1/2" • Slow opening and closing 0 0 • Quarter turn operation ���� • Water Hammer elimination O • Optional internal tamper switch Iii ' j,, (Indoor /Outdoor use). � P © b .e 1 - Signals disc movement 1111 - Factory or Field installation © 0 ��Pl - 10 Amp / 115 V AC -60 Hz � _� `j!� - 0.5 Amp / 28 VDC itII ` •Grooved Ends Available in I Sizes 2" and 2 1/2" Tion MATERIALS LIST „ um. 1 W D ITEM PART MATERIALS ASTM SPEC. 1 Indicator Iron F0008P A 2 Housing Bronze ASTM 584 UNS BB -SCS02 3 Body C8440 (Includes Switch) 4 Handle Brass ASTM B176 UNS C85800 5 Disk ASTM A276, Stainless Steel Type 304 6 Disk Seal EPDM 7 Switch Housing (BB- SCS02) Aluminum The information presented on this sheet is correct at the time of publication. Milwaukee Valve reserves the right to change design, and/or material specifications without notice. For the most current information access www.milwaukeevalve.com MILWAUKEE VALVE DUCTS ---- Supply - -- Return Air Percent V # Location R -Value Area Location Area Leakage Type Handler CFM 25 Leakage ON RLF 1 Attic 6 297.8 ft Attic 74.45 ft Default Leakage Interior (Default) (Default) TEMPERATURES Programable Thermostat: N Ceiling Fans: N Cooling [[X Feb X Ma X] Apj May X [X Jl X Aug p Sp X Oct X Nov X Dec Heating [X� Jan Jan l X ] X] Feb t X� Mar r l X] Apr r I X X ] May � X � Jun Jun [Xj Juul l Aug X Aug e Sep X Oct Nov X Dec Venting [X Jan X Feb X Mar X Apr X May X Jun [X)) Jul X X; Sep [X, Oct !Xi Nov IX 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 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Cooling (WEH) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Heating (WD) AM 68 68 68 68 68 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 68 68 Heating (WEH) AM 68 68 68 68 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 68 68 9/9/2011 1:19 PM EnergyGauge® USA - FlaRes2008 Page 4 of 5 PROJECT Title: Flab Bchs 1 Story 5 Bedroom Bedrooms: 5 Building Type: FLAsBuilt Lot # hype: Street Address Conditioned Area: 1509 Lot # rP Owner. Habitat For Humanity Beache Total Stories: 1 # of Units: 1 Bl SubDivision: e yfl /�,�,� Worst Case: No PlatBotBook: /_ `s"` 0_ Builder Name: Habitat For Humanity Beache Rotate Angle: 0 Permit Office: Duval Cunt: q .j -� e Cross Ventilation: County: Duval Jurisdiction: 261300 Whole House Fan: Family Type: Multi- family City, State, Zip: Atlantic Beach , New /Existing: New (From Plans) FL , 32233- 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 75 70 1281 49 Medium FLOORS ✓ # Floor Type Perimeter R -Value Area Tile Wood Carpet 1 Slab -On -Grade Edge lnsulatio 110 ft 0 1509 ft 0.3 0 0.7 ROOF V / Roof Gable Roof Solar Deck # Type Materials Area Area Color Absor. Tested Insul. Pitch 1 Gable or shed Composition shingles 1688 ft 378 ft Medium 0.96 No 0 26.6 deg / ATTIC V # Type Ventilation Vent Ratio (1 in) Area RBS IRCC 1 Full attic Vented 300 1509 ft N N CEILING # Ceiling Type R -Value Area Framing Frac Truss Type 1 Under Attic (Vented) 30 1509 ft 0.11 Wood WALLS V # Ornt Adjacent To Wall Type Cavity Sheathing Framing Solar 1 YP R -Value Area R -Value Fraction Absor. 1 E Exterior Frame - Wood 11 480 ft 0 0.8 2 S Exterior Frame - Wood 11 132 ft 0 0.8 3 N Exterior Frame - Wood 11 212 ft 0 0.23 0.8 4 W Neighbor Frame - Wood 11 472 ft 0.23 0.01 5 S Exterior Frame - Wood 11 80 ft 0 0.23 0.8 9/9/2011 1:19 PM EnergyGauge® USA - FlaRes2008 Page 2 of 5 Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, inc. Home Energy Services 1 Story, 5 Bedroom Attached Sin Family Jacksonville, FL 32218 Page 2 Project Report General Project Information Project Title: 1 Story, 5 Bedroom Attached Single Family Project Date: 9/8/2011 Client Name: Habitat For Humanity Beaches Client Address: 1671 Francis Avenue Client City: Atlantic Beach, FL 32233 Client Phone: 9042411222 Client Fax: 9042414310 Company Name: Home Energy Services Company Representative: Jim Williams Company Address: 2080 Davis Rd. Company City: Jacksonville, Fl. 32218 Company Phone: 904 757 -3569 Company Fax: 904 757 -7104 Company E -Mail Address: jimwilliams @homebuildingstore.com Company Website: homebuildingstore.com Company Comment: Design Data Reference City: Jacksonville, Florida Building Orientation: Front door faces West Daily Temperature Range: Medium Latitude: 30 Degrees Elevation: 26 ft. Altitude Factor: 0.999 Elevation Sensible Adj. Factor: 1.000 Elevation Total Adj. Factor: 1.000 Elevation Heating Adj. Factor: 1.000 Elevation Heating Adj. Factor: 1.000 Outdoor Outdoor Outdoor Indoor Indoor Grains Dry Bulb Wet Bulb Rel.Hum Rel.Hum Dry Bulb Difference Winter: 32 29.92 80% n/a 72 n/a Summer: 94 77 47% 50% 75 48 Check Figures Total Building Supply CFM: 977 CFM Per Square ft.: 0.648 Square ft. of Room Area: 1,509 Square ft. Per Ton: 695 Volume (ft of Cond. Space: 12,062 Building Loads Total Heating Required Including Ventilation Air: 22,070 Btuh 22.070 MBH Total Sensible Gain: 21,478 Btuh 82 % Total Latent Gain: 4,588 Btuh 18 Total Cooling Required Including Ventilation Air: 26,066 Btuh 2.17 Tons (Based On Sensible + Latent) Notes Rhvac is an ACCA approved Manual J and Manual D computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. C:\ ... \HabBchs_lstory5BR_Lots96_98.rhv Friday, September 09, 2011, 1:12 PM Rhvac - Residential 8 Light Commercial HVAC Loads Home Energy Services + 1 Elite Software Development, Inc. Jacksonville, FL 32218 1 Story, 5 Bedroom Attached Single Family - - --- - - - Page 4 Load Preview Report I Scope Net Rec ft. Sen Lat Net Sen I Sys Sys Sys Duct Ton Ton /Ton Area Gain Gain Gain; Loss � Htg Clg Act Size .- __ I - ---- -- . ( -- — _ _ CFM CFM CFM Building 2.17 239 632 1,509 21,478 4,588 26,066 22,070 446 977 977 System 1 2.17 219 632 1,509 21,478 4,588 26,066 22,070 446 977 977 18 Duct Latent 1291 1,291 Zone 1 1,509 21.478 3,297 24.775 22.070 446 977 977 18 1- Living 248 5.519 1,186 6.705 4,054 82 251 251 2 - -7 2- Kitchen 99 2.596 200 2,796 0 0 118 118 1 --6 3 -Bath 1 69 0 0 0 0 0 0 0 0 - -0 4- Laundry 77 0 0 0 0 0 0 0 0 - -0 5 -Bath 2 66 0 0 0 0 0 0 0 0 - -0 6- Owner's Bedroom 165 1,452 224 1,676 2,187 44 66 66 1 - -5 7- Storage 21 478 81 559 946 19 22 22 1 --4 8 -Hall 160 589 81 670 900 18 27 27 0 -0' 9- Bedroom2 138 1,957 488 2,445 4,154 84 89 89 1 --6 10- Bedroom 3 115 1,688 183 1,871 1,788 36 77 77 1 - -5 11- Bedroom4 109 1.699 193 1,892 1,894 38 77 77 1 - -5 12- Bedroom 5 138 1,892 244 2.136 2,294 46 86 86 1 - -5 13- Dining 104 3,608 417 4.025 3.853 78 164 164 1 - -8 Sum of room airflows may be greater than system airflow because system room airflow option uses the greater of heating or cooling. C:\ ... \HabBchs_lstory5BR_Lots96_98.rhv Friday, September 09, 2011, 1:12 PM Rhvac - Residential & Light Commercial HVAC Loads Home Energy Services Elite Software Development, Inc. Jacksonville, FL 32218 1 Story, 5 Bedroom Attached Single Family Building Pie Chart Page 6 Infiltration 14% Floor 28% j Building ` Loss ». 22,070 '``�» Ductwork 27% Btuh Roof 7% Wall 13% ,_ Door 3% Glass 8% Roof 8% Infiltration 14% Wall8% Glass 13% Building Gain Btuh Door 2% Ductwork 29% People 8% Equipment 18% C:\ ... \HabBchs_lstory5BR_Lots96_98.rhv Friday, September 09, 2011, 1:12 PM Rhvac - Residential & Light Commercial HVAC Loads Home Energy Services Elite Software Development, Inc. Jacksonville, FL 32218 ! 1 Story, 5 Bedroom Attached Single Family — Page 8 Building Rotation Report All rotation degree values in this report are clockwise with respect to the project's original orientation. Building orientation as entered (zero degrees rotation): Front door faces West Individual Rooms 0° 45 90° 135° 180° 225° 270° 315° High Rm. Room Rot. Rot. Rot. Rot. Rot. Rot. Rot. Rot. Duct No. Name CFM CFM CFM CFM CFM CFM CFM CFM Size System 1: Zone 1: 1 Living 251 277 *302 290 262 285 297 277 2 -7 2 Kitchen 118 117 119 122 *123 120 117 117 1 -7 3 Bath 1 *0 0 0 0 0 0 0 0 4 Laundry *0 0 0 0 0 0 0 0 5 Bath 2 *0 0 0 0 0 0 0 0 6 Owner's Bedroom 66 80 *91 83 69 81 90 80 1 -6 7 Storage 22 22 22 23 *23 22 22 22 1 -4 8 Hall 27 27 27 28 *28 27 27 27 9 Bedroom 2 89 103 *114 107 93 105 112 103 1 -6 10 Bedroom 3 77 66 54 69 *80 69 52 67 1 -5 11 Bedroom 4 77 67 54 70 *81 69 53 68 1 -5 12 Bedroom 5 86 76 63 79 *90 78 62 76 1 -6 13 Dining 164 153 160 *180 171 178 157 154 1 -8 * Indicates highest CFM of all rotations. Whole Building Rotation Front door en s upply Sensible Latent Net Degrees Faces CFM Gain Gain Tons 0 West 977 21,478 -- *4,588 2.17 45° Northwest 988 21,715 4,582 2.19 90° North 1,006 22,107 4,584 2.22 135° Northeast *1,051 *23,090 4,584 *2.31 180° East 1,021 22,437 4,587 2.25 225 Southeast 1,034 22,720 4,579 2.27 270° South 988 21,714 4,582 2.19 315° Southwest 990 21,756 4,580 2.19 * Indicates highest value of all rotations. C:\ ... \HabBchs_1story5BR_Lots96_98.rhv Friday, September 09, 2011, 1:12 PM Rhvac - Residential 8 Light Commercial HVAC Loads Home Energy Services Elite Software Development, Inc. Jacksonville, FL 32218 f 1 Story, 5 Bedroom Attached Single Family Bu Rotation Report (cont'd) — - Page -10- Building Rotation Hourly Net Gain 30,000 - 4 29,000 - 4 4 4 28,000 - 4 s 4 6 c (� t „ c \ Z 27,000 - c) c a s .5 4 t .� t 26,000 - 4 4 ,- / ''N \ 25,000 24,000 8 am 9 am 10 am 11 am 12 pm 1 pm 2 pm 3 pm 4 pm 5 pm 6 pm 7 pm Time of Day — Front door faces West Front door faces Northwest i Front door faces North 4 Front door faces Northeast Front door faces East --4:— Front door faces Southeast t Front door faces South — --' Front door faces Southwest C:1 ...1HabBchs_1 story5BR_Lots96_98.rhv Friday, September 09, 2011, 1:12 PM CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH FL 32233 C E R T I F I C A T E O F O C C U P A N C Y P E R M A N E N T Issue Date . . . . . . 5/17/12 Parcel Number . . . . . 170833 -0000 - Property Address . . . 96 W 3RD ST ATLANTIC BEACH FL 32233 Subdivision Name . . . Legal Description . . . Property Zoning . . . TO BE UPDATED Owner BEACHES HABITAT Contractor BEACHES HABITAT 904 241 -1222 Application number . . 11- 00002602 000 000 Description of Work . . SINGLE FAMILY ATTACHED DWELLING Construction type . . . TYPE 5 -B Occupancy type . . . RESIDENTIAL Flood Zone ZONE X Special conditions . 2007 FLORIDA BUILDING CODE WITH 2009 REVISIONS .."'" d or Approved Buildin O►ficial VOID UNLESS SIGNED BY BUILDING OFFICIAL Doc # 2012102625, OR BK 15940 Page 536, Number Pages: 2, Recorded 05/10/2012 at 09:00 AM, JIM FULLER CLERK CIRCUIT COURT DUVAL COUNTY RECORDING $18.50 This instrument was prepared by: HAYWOOD M. BALL, ESQUIRE HAYWOOD M. BALL, P.A. 341 West Forsyth Street Jacksonville, Florida 32202 (904) 354 -2232 R. E. Tax I.D. No.: 170833 -0000 MAINTENANCE AGREEMENT This Agreement made and executed this 9 day of May, 2012 by and between BEACHES HABITAT FOR HUMANITY, INC., a not for profit Florida corporation (the "Grantor "), whose mailing address is 1671 Francis Avenue, Atlantic Beach, Florida 32233 (hereinafter called "Grantor "), for the benefit of CITY OF ATLANTIC BEACH, a Florida municipal corporation, whose address is 800 Seminole Road, Atlantic Beach, Florida 32233 (hereinafter called the "City"). WITNESSETH: WHEREAS, Grantor is the owner of the real property located at 96 and 98 W. 3' Street, in Atlantic Beach, Duval County, Florida, described as follows (the "Property"): Lot 6, Block 80, SECTION "H", ATLANTIC BEACH, according to plat thereof recorded in Plat Book 18, Page 34, of the public records ofDuval County, Florida: together with that portion of the Southeasterly % of Orchid Street, lying Northwesterly and adjacent thereto, closed by Ordinance No. 65 -88 -17 City of Atlantic Beach, Florida. AND WHEREAS, the City has required an Agreement providing for the maintenance and upkeep of the Stormwater Retention Area located on the Property. NOW THEREFORE, in consideration of Ten and No /100 Dollars ($10.00) and other good and valuable consideration, receipt of which is hereby acknowledged, the Grantor hereby agrees as follows: 1. The Grantor, its successors and assigns, shall be responsible for the maintenance, operation, repair and upkeep of the Retention Basin located on the Property as required by the City. 2. This Agreement shall run with the title to the Property, and the grantee of any deed conveying any lot on the Property is deemed by the acceptance of such deed to have agreed to comply with and be bound by this Agreement. 3. The rights and benefits hereunder shall inure to and the duties and responsibilities hereunder shall be binding upon the successors and assigns of the parties hereto. OR BK 15940 PAGE 537 IN WITNESS WHEREOF, Grantor has executed this instrument as of the day and year first above written. Signed and delivered in the BEACHES HABITAT FOR HUMANITY, Presence of: INC., a not for profit Florida corporation L il Wi' AYWOO M. BALL Vice President— Real Estate i.3DA k:6 11U 2.1 . nt name below signature s ,, r . , s j' t 17 it 16 ess 414.11; [ J Oan Fo i l e� t a3 I. ✓ Print name below signature STATE OF FLORIDA COUNTY OF DUVAL The foregoing instrument was acknowledged before me this day of May, 2012, by HAYWOOD M. BALL, as Vice President -Real Estate of BEACHES HABITAT FOR HUMANITY, INC., a not for profit Florida corporation, on behalf of the corporation, the Grantor named therein, who [X] is personally known to me or [ ] has produ• - .. • Florida drivers 'cense as iden 'fication heck one]. .1 411 ,J M. HESE UZ N , . ,► Publ i • kii* MY COMMISSION N EE 038807 EXPIRES: November 11, 2014 o F l o at Large �. . _ eo„e,o„�rla.nr uw [ Print name below signature [Affix Notary Stamp] My Commission Expires: My Commission No.: Y \HMB \CIosirgs and Real Estate \4260 Habitat \002 Miscellaneous\Maintenance Agreements \Mointenonce Agreement - Lot 6 Block 80, Section H.doc 2 White, Debbie From: Clemons, Malcolm Sent: Tuesday, May 15, 2012 2:53 PM To: White, Debbie Subject: RE: CERTIFICATE OF OCCUPANCY REQUEST Backflow Inspection OK Malcolm From: White, Debbie Sent: Tuesday, May 15, 2012 8:19 AM To: Carper, Rick; Nodine, Phil; Kaluzniak, Donna; Walker, Chris; Clemons, Malcolm; Hall, Erika; Griffin, Michael Cc: Graham Shirley; Jones, Mike Subject: CERTIFICATE OF OCCUPANCY REQUEST To All: Beaches Habitat has requested their Certificate of Occupancy on the two addresses below: 96 W 3 Street #11-2602 98 W 3 Street #11-2603 Please email me your results. Thanks, Debbie Debbie White City of Atlantic Beach Building Department (904) 247-5826 (904) 247-5845 FAX r D M Z m r 0 O Z If O 0c X o -C E � r'' c K -<rm Dw- P - z , C W O (nZ D u) m m x �Z r*t � z � w x -I �, ti ;C c D • D 0 = D Z O cnc)i --10 m�=rr \� � N x - 1 -< m M 0 D< w> x :.< 0 2 ° > 0 c7D - rj�� X L :� c� z N I o xi NC � M�r -00 = �z ° w c i ° °� �DOOO m cn z zw w ry cO n ZN DF O O In r 0 Z CO O ��� = J Z Z � ON O Z D m N D 0 0 � 4- �oz o,ccn D m tprF z_to xl -,i_,,,/ r - r� m D Z D X D Z Z o Z / • it 0 c�O mpDO Z ° z>b o 0, � CO W v° O N m Z o o m c/ - D / M D C O� -{ m co N�M O or + CO Z � -i i D N0� D � � / ti +� y� m o m O - o z N Po -c _� s �`" � 5 g n ��m n �r�r _ CO O~ -{0 OO,„ Coo O n -" ag / � .. o O m F.71 m C a a - C� C � O � tiv t •:.• a 61 : A l qe c t c.. mo=o? i 0 % Z Z X44% r C Q .� S :a 0 irr w o V D T O y +� O F 0 N v C. o`' 2 w . o + • a O a .o .b ° o • 1 71 - p g OZ _ O � n i c ``' + aco • 0 --< 2 O O = o 0 Xi CD* >0 0(-) u ) + v >00( iv �' y ° p PO O M m / ?� cn g N o r�12 x CD CO r rTi D CO D (f) W / \ Q 0 �0:-I ZnnrK O O x 0 z= O D y TJ G -0 = - D I Na M 0 0 a. DZD =O 2 > c > � I - ' C 0 0 N o M SP � Z�DC -, D --4 D m - O - m r n I� -< N M R f1mO N p Z Z --I — 'U ?7 m a ° Q 1,3 C(n =Z m II -----/-4:---- 'TI 0 r.. Cn CCZ? 1 N ` N W 0 _-I D K O -- I I ° I co D m N N 0 O 01 m-< - 0 White, Debbie From: Nodine, Phil Sent: Wednesday, May 16, 2012 2:44 PM To: White, Debbie Subject: RE: CERTIFICATE OF OCCUPANCY REQUEST Good to go for PW From: White, Debbie Sent: Tuesday, May 15, 2012 8:19 AM To: Carper, Rick; Nodine, Phil; Kaluzniak, Donna; Walker, Chris; Clemons, Malcolm; Hall, Erika; Griffin, Michael Cc: Graham Shirley; Jones, Mike Subject: CERTIFICATE OF OCCUPANCY REQUEST To All: Beaches Habitat has requested their Certificate of Occupancy on the two addresses below: 96 W 3 Street #11-2602 98 W 3 Street #11-2603 Please email me your results. Thanks, Debbie Debbie White City of Atlantic Beach Building Department (904) 247-5826 (904) 247-5845 FAX 1 • 0 C 0 C r C C r so r r £ 0 r r r r H b - H ro Y' 0 0 0 5 n ro # - M H M - M H H W m 0 A 0 0 m - 4 H o k A 'C , d 0 £ O 0 H Z Z .17 VP:1000 HM M N M 0 0 0 0 Z C W 0 H W H 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 H 0 0 y Z r p m o0 H A H w r N r H r H H H H H H H H H .. 0- 00 's] O 0 0 • • . 0 • H M OM 0 .. •. .. .. 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Ul ft O 0' H O z ( 0 ro H nm M,M, (D aro 10 m11 a '1 0 M A W In M W H A A 0 M F' M 0 . 1 0 White, Debbie From: Walker, Chris Sent: Tuesday, May 15, 2012 9:34 AM To: White, Debbie Subject: RE: CERTIFICATE OF OCCUPANCY REQUEST All good here From: White, Debbie Sent: Tuesday, May 15, 2012 8:19 AM To: Carper, Rick; Nodine, Phil; Kaluzniak, Donna; Walker, Chris; Clemons, Malcolm; Hall, Erika; Griffin, Michael Cc: Graham Shirley; Jones, Mike Subject: CERTIFICATE OF OCCUPANCY REQUEST To All: Beaches Habitat has requested their Certificate of Occupancy on the two addresses below: 96 W 3 Street #11-2602 98 W 3 Street #11-2603 Please email me your results. Thanks, Debbie Debbie White City of Atlantic Beach Building Department (904) 247-5826 (904) 247-5845 FAX 1 "� I . 11 ` 1 ;fs .) Order: 41226 159 19th Street North i _ __ z 1 , , Jacksonville Beach, FL 32250 *u 4 * ^°� Work Date: 05/14/12 Monday A e i F[f'lra Time: 08:00 �� Phone (904) 242 -9002 � o b o i Fax (904) 242 -9010 ° ` ' "° ° °° Route: ig te: se o+ae Is 6, L Z., �; ' 1 800 - 575 - FROG _ TFAMIIF 6AITING SYSTEM Tech: 6 PEST PREVENTION " I K9o4' r.'4,xrf . E . � m aT 3,,ixer CHRIS BONAVENTURE Location: [103655] Bill -To: [103655] Lic: BEACHES HABITAT Target Pest: PAUL FINDLEY Phone 904 - 337 -2278 Last Service:11 /11/11 96 3RD STREET WEST ATLANTIC BEACH, FL 32233 PO: [ .,,,isl� ., � .w ....n�._,_ . I ..,. .a.,_ ..._._ ..,.. ...,_...,«�.._...,4..._ _ �^ _ . - '- .....M_..._,.. .._� ._ _..� _ _ e' _ ,.__.�. __._ _ x .l.::. _ . __. _ _ _ __ ..._ , PRECONSTRUCTION 2ND TREATMENT $0.00 Subtotal $0.00 We are grateful for your usiness. Tax $0.00 Total $0.00 Thank you, -- DAVID HONRATH, OW ER A mount Due $0.00 e A • Once -A -Year Pest Prevention • Rodent Proofing .�...A•...•T.. • Quarterly Pest Prevention c Real Estate Inspections (WDO) _ _ � ° `7„,,,,,,,....1 • Termite Baiting Systems ® Preconstruction Soil Treatments PLEASE REMIT STUB WITH PAYMENT I ° O ° q U a O Gk. 1 R 1 ••,:. PI • i 'J r. Pi ii p rw U r te . Y � ' :: a 1 i oo u 1=r1 e) ia. "d p O '2' ie It - 1 e ›.' 1/41 P ' T z V °J 4 6. A ONO 5 ' b a to V w ei 2 F. I ' :te ° ° ' y ; y E V A F+ -00 . .,__.._ cp ilisk o y v a ►4 v r b E a • 2 - 0t - x a° « o e _ Q U y 0 N A In Z ao. CITY OF ATLANTIC BEACH CERTIFICATE OF OCCUPANCY WORKSHEET Date Requested: Contractor Name: Permit #: //-- - 2 67 Gad Property Address: GO Cam, Legal Description: Improvements to the above - described property have been completed in accordance with the terms of the permit and are certified to be ready for occupancy as: Single- Family Residence ❑ Commercial ❑ Other: Lowest Floor Elevation: Required As Built FFE The following must be completed before issuing Certificate of Occupancy: Department Date Notified Date Approved Approved By Fire Dept. Public Works 37is' S.- _ /�, / 2 p Public Utilities co) S) 4w _ V 4 - ClA) Building S� s (, _ A. 11 S I Z Planning an g ,.. S /S Tree Mitigation Satisfied Final Survey with FFE V Yes No All Re- Inspect Fees Paid Yes No Termite Treatment '1 Yes No 1 ... ‘.,/,ei 4• ' CITY OF ATLANTIC BEACH CERTIFICATE OF OCCUPANCY WORKSHEET Date Requested: f_. Contractor Name: { # i \ Permit #: • Property Address: , Legal Description: AN Improvements to the above - described property have : een completed in , accordance with the terms of the permit and are certifies to be ready f d occupancy as: Mil ~ Single- Family Residence \ l E Commercial V El Other: Lowest Floor Elevation: Required As Built FFE The following must be completed before issuing Certificate of Occupancy: Department Date Notified Date Approved Approved By Fire Dept. Public Works S -- / c -- / 2 111:4,C„ P • Public Utilities ....-.1 ,I v Building S -1 /Ay 1 (� -- f z /"y 4. Planning _ U Tree Mitigation i-i ! Satisfied Final Survey with FFE / Yes No All Re- Inspect Fees Paid Yes No Termite Treatment v Yes No CITY OF ATLANTIC BEACH CERTIFICATE OF OCCUPANCY WORKSHEET Date Requested: Contractor Name: Permit #: • Property Address: Legal Description: Improvements to the above - described property have been completed in accordance with the terms of the permit and are certified to be ready for occupancy as: Single- Family Residence ❑ Commercial ❑ Other: Lowest Floor Elevation: Required As Built FFE The following must be completed before issuing Certificate of Occupancy: Department Date Notified Date Approved Approved By Fire Dept. Public Works i5 f (i 1 Pi 3 Public Utilities f / 4 Building c-/6. x 15..& Planning Tree Mitigation Satisfied Final Survey with FFE Yes No All Re- Inspect Fees Paid Yes No Termite Treatment 7 Yes No � ' CITY OF ATLANTIC BEACH ` %' 800 SEMINOLE ROAD s) '' � ATLANTIC BEACH, FL 32233 J " k INSPECTION PHONE LINE 247 -5814 Ji31 Application Number 11- 00002602 Date 9/20/11 Property Address 96 W 3RD ST Application type description SINGLE FAMILY ATTACHED DWELLING Property Zoning TO BE UPDATED Application valuation . . . 80000 Application desc SINGLE FAM ATT Owner Contractor BEACHES HABITAT BEACHES HABITAT 1671 FRANCIS AVE. 1671 FRANCIS AVENUE ATLANTIC BEACH FL 32233 ATLANTIC BEACH FL 32233 (904) 241 -1222 (904) 241 -1222 Structure Information 000 000 Construction Type TYPE 5 -B Occupancy Type RESIDENTIAL Flood Zone ZONE X Permit SINGLE FAMILY ATTACHED Additional desc . Permit Fee . . . 400.00 Plan Check Fee . . 200.00 Issue Date . . . Valuation . . . . 80000 Expiration Date . 3/18/12 Special Notes and Comments *2007 FLORIDA BUILDING CODE W/2009 REVISIONS NATIONA1 ELECTRIC CODE WINDOW AND DOOR INSPECTION: *INSTALLATION INSTUCTIONS REQUIRED *ALL STICKERS ARE TO REMAIN ON THE WINDOWS *PROVIDE ACCESS TO ALL WINDOWS TO INSPECT FASTENERS Since on -site storage is required, a post construction topographic survey documenting proper construction will be required, prior to issuance of C.O. 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. Call Public Works (247 -5834) for Erosion and Sediment Control Inspection prior to the start of construction. Other Fees STATE DCA SURCHARGE 6.00 DEV REVIEW- SINGLE & 2 -FAM 50.00 ENG REV RESIDENTIAL BLD 100.00 STATE DBPR SURCHARGE 44 (�� rr,, 6.00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITIVOIT A F l3EYC ER CESW THE F A9I 9 A 0 0 BUILDING CODES. � CITY OF ATLANTIC BEACH s j 800 SEMINOLE ROAD 07,!, ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247 -5814 WI Page 2 Application Number 11- 00002602 Date 9/20/11 Other Fees UTIL REV RESIDENTIAL BLDG 50.00 WATER CONNECT /METER ONLY 185.00 WATER CROSS CONNECTION 50.00 WATER SDC- SYSTEM DEV CHG 1140.00 Fee summary Charged Paid Credited Due Permit Fee Total 400.00 400.00 .00 .00 Plan Check Total 200.00 200.00 .00 .00 Other Fee Total 5637.00 5637.00 .00 .00 Grand Total 6237.00 6237.00 .00 .00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. 100A -08 r ,.� . IDA ENERGY EFFICIEWCY CODE FOR BUILDING CONSTRUC FIDrida Department of Community Affairs Residential Performance Method A Project Name: Hab Bchs 1 Story 5 Bedro m Attached Builder Name: Habitat For Humanity Beaches Street: q 4, . .4 CT"- 1q.- p1 Permit Office: Duval City, State, Zip: Atlantic Beach , FL , 32233- Permit Number: Owner: Habitat For Humanity Beaches Jurisdiction: 261300 Design Location: FL, Jacksonville 1. New construction or existing New (From Plans) 9. Wall Types (1376.0 sqft.) Insulation Area 2. Single family or multiple family Mutti- family a. Frame - Wood, Exterior R =11.0 904.00 ft' b. Frame - Wood, Common R =11.0 472.00 ft 3. Number of units, if multiple family 1 c. WA R= ft' 4. Number of Bedrooms 5 d. N/A R= ft' 5. Is this a worst case? No 10. Ceiling Types (1509.0 sqft.) Insulation Area 6. Conditioned floor area (W) 1509 a. Under Attic (Vented) R =30.0 1509.00 ft' b. N/A R= ft2 7. Windows(140.7 sqft.) Description Area c. N/A R= tt a. U- Factor: Dbl, U =0.35 140.70 ft SHGC: SHGC =0.33 11. Ducts b. U- Factor: N/A ft' a. Sup: Attic Ret: Attic AH: Interior Sup. R= 6, 297.8 ft" SHGC: 12. Cooling systems c. U- Factor: N/A ft° a. Central Unit Cap: 30.0 kBtu/hr SHGC: SEER: 14 d. U- Factor: WA ft' 13. Healing systems SHGC: a. Electric Heat Pump Cap: 30.0 kBtu/hr e. U- Factor: N/A ft' HSPF:8 SHGC: 14. Hot water systems 8. Floor Types (1509.0 sqft.) Insulation Area a. Electric Cap: 40 gallons a. Slab -On -Grade Edge Insulation R =0.0 1509.00 ft' EF: 0.92 b. N/A R= ft' b. Conservation features c. N/A R= ft' None 15. Credit None Total As -Built Modified Loads: 28.51 Glass /Floor Area: 0.093 PASS Total Baseline Loads: 35.20 I hereby certify that the plans and specifications covered by Review of the plans and . ' 'tlIE S7 Y fY P P Y P �'O�C ...A7 this calculation are in compliance with the Florida Energy specifications covered by this : 4 , 5' A Off lip, Code. ) calculation indicates compliance ` ,, :, 1. : , t .- .e�., j le l • ' - It/ R ` with the F lorida Energy Code. I ± „ '� M ` u..e..4.- ,, PREPARED BY V _ Before construction is completed 1 a C DATE: this building will be inspected for 0 r, a: f compliance with Section 553.908 . * , x . • a j - � : I he certify that this building, as des ned, is in compliance y. 5 with the Florida Energy Code. r ' te ,:..) r`�..��- Florida Statutes. � �'� coo vi s .. OWNER/AGENT: 1'� BUILDING OFFICIA . DATE: - -mot - ._ DATE: 3 - 0 - 1 max„ �°` ,r . ,. rat .,. ,,, I Do a 9192011 1:16 PM EnergyGauge® USA - FlaRes2'"""^" Page e 1 of 5 DOORS # Ornt Door Type S torms U -Value Area 1 E Wood Metal 0.36 20.09999 2 N Wood None 0.460000 19.75 ft' WINDOWS Orientation shown is the entered, asBuilt orientation. / Overhang V # Ornt Frame Panes NFRC U- Factor SHGC Storms Area Depth Separation Int Shade Screening 1 S Wood Low -E Double Yes 0.35 0.33 N 30 ft 1 ft 0 in 1 ft 0 in HERS 2006 None 2 N Wood Low -E Double Yes 0.35 0.33 N 15 ft' 1 ft 0 in 1 ft 0 in HERS 2006 None 3 N Wood Low -E Double Yes 0.35 0.33 N 15 ft' 1 ft 0 in 1 ft 0 in HERS 2006 None 4 E Wood Low -E Double Yes 0.35 0.33 N 15 ft' 1 ft 0 in 1 ft 0 in HERS 2006 None 5 E Wood Low -E Double Yes 0.35 0.33 N 15 ft' 1 ft 0 in 1 ft 0 in HERS 2006 None 6 E Wood Low -E Double Yes 0.35 0.33 N 15 ft 1 ft 0 in 1 ft 0 in HERS 2006 None 7 E Wood Low -E Double Yes 0.35 0.33 N 15.29999 1 ft 0 in 1 ft 0 in HERS 2006 None 8 S Wood Low -E Double Yes 0.35 0.33 N 20.39999 4 ft 0 in 1 ft 0 in HERS 2006 None INFILTRATION & VENTING / - - -- Forced Ventilation - - -- Run Time Fan V Method SLA CFM 50 ACH 50 ELA EqLA Supply CFM Exhaust CFM Fraction Watts Default 0.00036 1425 7.08 78.2 147.1 0 cfm 0 cfm 0 0 COOLING SYSTEM V # System Type Subtype Efficiency Capacity Air Flow SHR Ducts 1 Central Unit None SEER: 14 30 kBtu /hr 900 cfm 0.75 sys #1 HEATING SYSTEM ✓ # System Type Subtype Efficiency Capacity Ducts 1 Electric Heat Pump None HSPF: 8 30 kBtu /hr sys #1 HOT WATER SYSTEM # System Type EF Cap Use SetPnt Conservation 1 Electric 0.92 40 gal 80 gal 120 deg None SOLAR HOT WATER SYSTEM V FSEC Collector Storage Cert # Company Name System Model # Collector Model # Area Volume FEF None None ft' 9/9/2011 1:19 PM EnergyGauge® USA - FlaRes2008 Page 3 of 5 �iM 1100A -08 Code Compliance Checklist Residential Whole Building Performance Method A - Details ADDRESS: C 30—,)2. S� . ��" PERMIT #: Atlantic Beach, FL, 32233 - INFILTRATION REDUCTION COMPLIANCE CHECKLIST COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE CHECK Exterior Windows & Doors N1106.AB.1.1 Maximum: .3 cfm /sq.ft. window area; .5 cfm /sq.ft. door area. Exterior & Adjacent Walls N1106.AB.1.2 Caulk, gasket, weatherstrip or seal between: windows /doors & frames, surrounding wall; foundation & wall sole or sill plate; joints between exterior wall panels at corners; utility penetrations; between wall panels & top /bottom plates; between walls and floor. EXCEPTION: Frame walls where a continuous infiltration barrier is installed that extends from, and is sealed to, the foundation to the top plate. Floors N1106.AB.1.2 Penetrations /openings > 1/8" sealed unless backed by truss or joint members. EXCEPTION: Frame floors where a continuous infiltration barrier is installed that is sealed to the perimeter, penetrations and seams. Ceilings N1106.AB.1.2 Between walls & ceilings; penetrations of ceiling plane to top floor; around shafts, chases, soffits, chimneys, cabinets sealed to continuous air barrier; gaps in gyp board & top plate; attic access. EXCEPTION: Frame ceilings where a continuous infiltration barrier is installed that is sealed at the perimeter, at penetrations and seams. Recessed Lighting Fixtures N1106.AB.1.2 Type IC rated with no penetrations, sealed; or Type IC or non -IC rated, installed inside a sealed box with 1/2" clearance & 3" from insulation; or Type IC with < 2.0 cfm from conditioned space, tested. Multi -story Houses N1106.AB.1.2 Air barrier on perimeter of floor cavity between floors. _ Additional Infiltration reqts N1106.AB.1.3 Exhaust fans vented to outdoors, dampers; combustion space heaters comply with NFPA, have combustion air. OTHER PRESCRIPTIVE MEASURES (must be met or exceeded by all residences.) COMPONENTS I SECTION REQUIREMENTS CHECK Water Heaters N1112.AB.3 Comply with efficiency requirements in Table N1112.ABC.3 Switch or clearly marked circuit breaker (electric) or cutoff (gas) must be provided_ External or built -in heat trap required. Swimming Pools & Spas N1112.AB.2.3 Spas & heated pools must have covers (except solar heated). Non- commercial pools must have a pump timer. Gas spa & pool heaters must have a minimum thermal efficiency of 78 %. Heat pump pool heaters shall have a minimum COP of 4.0. - Shower heads N1112.AB.2.4 Water flow must be restricted to no more than 2.5 gallons per minute at 80 PSIG. Air Distribution Systems N1110.AB All ducts, fittings, mechanical equipment and plenum chambers shall be mechanically attached, sealed, insulated and installed in accordance with the criteria of Section N1110.AB. Ducts in unconditioned attics: R -6 min. insulation. HVAC Controls N1107.AB.2 Separate readily accessible manual or automatic thermostat for each system. Insulation N1104.AB.1 Ceilings -Min. R -19. Common walls -frame R -11 or CBS R -3 both N1102.B.1.1 sides. Common ceiling & floors R -11. 9/9/2011 1:19 PM EnergyGauge® USA - FlaRes2008 Page 5 of 5 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 81 The lower the EnergyPerformance Index, the more efficient the home. , 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 =11.0 904.00 ft b. Frame - Wood, Common R =11.0 472.00 ft 3. Number of units, if multiple family 1 c. N/A R= ft2 4. Number of Bedrooms 5 d. N/A R= ft2 5. Is this a worst case? No 10. Ceiling Types Insulation Area 6. Conditioned floor area (ft 1509 a. Under Attic (Vented) R =30.0 1509.00 ft b. N/A R= ft2 7. Windows" Description Area c. N/A R= ft2 a. U- Factor: Dbl, U =0.35 140.70 ft SHGC: SHGC =0.33 11. Ducts b. U- Factor: N/A ft2 a. Sup: Attic Ret: Attic AH: Interior Sup. R= 6, 297.8 ft SHGC: 12. Cooling systems c. U- Factor: N/A ft a. Central Unit Cap: 30.0 kBtu /hr SHGC: SEER: 14 d. U- Factor. N/A ft 13. Heating systems SHGC: a. Electric Heat Pump P Cap: 30.0 kBtu /hr e. U- Factor: N/A ft SHGC: HSPF: 8 14. Hot water systems 8. Floor Types Insulation Area a. Electric a. Slab -On -Grade Edge Insulation R =0.0 1509.00 ft2 Cap: 40 gallons b. N/A R= ft2 EF: 0.92 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 Construction through the above energy saving features which will be installed (or exceeded) : •-•;,. O � H Sr'�T _- Seper . in this home before final inspection. Otherwise, a new EPL Display Card will be completed ; s .' :, : , ; ,{ based on installed Code compliant features. ; ; ,,,,,1 ,,,;; :. :o,t Builder Signature: ' Date: )) 10 I ' . , . � �, 9' -- c . ›, C lz t � S4' .� el-- City /FL Zip: Ir. r �'' `- r • : ,� Address of New Home: c C . *Note: The home's estimated Energy Performance Index is only available through the EnergyGauge USA - FlaRes2008 computer program. This is not a Building Energy Rating. If your Index is below 100, your home may qualify for incentives if you obtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at (321) 638 -1492 or see the Energy Gauge web site at energygauge.com for information and a list of certified Raters. For information about Florida's Energy Efficiency Code for Building Construction, contact the Department of Community Affairs at (850) 487 -1824. * *Label required by Section 13- 104.4.5 of the Florida Building Code, Building, or Section B2.1.1 of Appendix G of the Florida Building Code, Residential, if not DEFAULT. EnergyGauge® USA - FlaRes2008 1 Story, 5 Bedroom Attached Single Family HVAC Load Calculations for Habitat For Humanity Beaches 1671 Francis Avenue Atlantic Beach, FL 32233 E l m ,. Oftwort ._ _______ fifiN41/644c HVAC OADS Prepared By: Jim Williams Home Energy Services 2080 Davis Rd. Jacksonville, FI. 32218 904 757 -3569 Friday, September 09, 2011 Rhvac is an ACCA approved Manual J and Manual D computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D. ..nvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc. Home Energy Services 1 i lli, 1 Story, 5 Bedroom Attached Single Family Jacksonville, FL 32218 g y - -- — — Page 3_ Miscellaneous Report System 1 Main Floor Outdoor Outdoor Outdoor Indoor Indoor Grains Input Data Dry Bulb Wet Bulb Rel.Hum Rel.Hum Dry Bulb Difference Winter: 32 29.92 80% n/a 72 n/a Summer: 94 77 47% 50% 75 48.06 Duct Sizing Inputs Main Trunk Runouts Calculate: Yes Yes Use Schedule: Yes Yes Roughness Factor: 0.01000 0.01000 Pressure Drop: 0.1000 in.wg. /100 ft. 0.1000 in.wg. /100 ft. Minimum Velocity: 550 ft. /min 450 ft. /min Maximum Velocity: 600 ft. /min 750 ft. /min Minimum Height: 0 in. 0 in. Maximum Height: 0 in. 0 in. Outside Air Data Winter Summer -- — — Infiltration Specified: 0.350 AC /hr 0.350 AC /hr 70 CFM 70 CFM Infiltration Actual: 0.350 AC /hr 0.350 AC /hr Above Grade Volume: X 12,062 Cu.ft. X 12,062 Cu.ft. 4,222 Cu.ft. /hr 4,222 Cu.ft. /hr X 0.0167 X 0.0167 Total Building Infiltration: 70 CFM 70 CFM Total Building Ventilation: 0 CFM 0 CFM - -- System 1 - -- Infiltration & Ventilation Sensible Gain Multiplier: 20.88 = (1.10 X 0.999 X 19.00 Summer Temp. Difference) Infiltration & Ventilation Latent Gain Multiplier: 32.65 = (0.68 X 0.999 X 48.06 Grains Difference) Infiltration & Ventilation Sensible Loss Multiplier: 43.96 = (1.10 X 0.999 X 40.00 Winter Temp. Difference) Winter Infiltration Specified: 0.350 AC /hr (70 CFM) Summer Infiltration Specified: 0.350 AC /hr (70 CFM) Duct Load Factor Scenarios for System 1 Attic Duct Duct Surface From No_ Type Description Location Ceiling - Leakage - Insulation _ Area MDD 1 Supply Main Attic 16B 0.12 6 402 No 1 Return Main Attic 16B 0.24 6 149 No C:\ ... \HabBchs_lstory5BR_Lots96_98.rhv Friday, September 09, 2011, 1:12 PM rchvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc. Home Energy Services 1 Story, 5 Bedroom Attached Single Family L Jacksonville, FL 32218 Page 5_ Total Building Summary Loads Component Area Sen Lat Sen Total Description Quan Loss G ain Gain Gain 4A -6 -o: Glazing - Double pane low -e (e = 0.20 or less), 140.7 1,857 0 3,351 3,351 high performance, operable window, a =0.05 on surface 2, any frame, u -value 0.33, SHGC 0.33 111: Door -Wood - Panel With Metal Storm 40.2 578 0 434 434 12B -Osw: Wall- Frame, R -11 insulation in 2 x 4 stud 723.1 2,805 0 1,970 1,970 cavity, no board insulation, siding finish, wood studs 16B -30: Roof /Ceiling -Under Attic with Insulation on Attic 1196.8 1,532 0 2,068 2,068 Floor (also use for Knee Walls and Partition Ceilings), Vented Attic, No Radiant Barrier, Dark Asphalt Shingles or Dark Metal, Tar and Gravel or Membrane, R -30 insulation 22A -ph: Floor -Slab on grade, No edge insulation, no 114 6,193 0 0 0 insulation below floor, any floor cover, passive, heavy moist soil Subtotals for structure: 12,965 0 7,823 7,823 People: 5 1,000 1,150 2,150 Equipment: 0 4,700 4,700 Lighting: 0 0 0 Ductwork: 6,014 1,291 6,335 7,626 Infiltration: Winter CFM: 70, Summer CFM: 70 3,091 2,297 1,470 3,767 Ventilation: Winter CFM: 0, Summer CFM: 0 0 0 0 0 Total Building Load Totals: 22,070 4,588 21,478 26,066 Check Figures Total Building Supply CFM: 977 CFM Per Square ft.: 0.648 Square ft. of Room Area: 1,509 Square ft. Per Ton: 695 Volume (ft of Cond. Space: 12,062 Building Loads Total Heating Required Including Ventilation Air: 22,070 Btuh 22.070 MBH Total Sensible Gain: 21,478 Btuh 82 % Total Latent Gain: 4,588 Btuh 18 % Total Cooling Required Including Ventilation Air: 26,066 Btuh 2.17 Tons (Based On Sensible + Latent) , Notes Rhvac is an ACCA approved Manual J and Manual D computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent Toads according to the manufacturer's performance data at your design conditions. C:\ ... \HabBchs_lstory5BR_Lots96_98.rhv Friday, September 09, 2011, 1:12 PM ..livac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc. Home Energy Services 1 Story, 5 Bedroom Attached Single Family Jacksonville, FL 32218 Page 7 System 1 Room Load Summary Htg Min Run Run Clg Clg Min Act Room Area Sens Htg Duct Duct Sens Lat Clg Sys No Na_ me SF Btuh CFM Size Vel Btuh Btuh CFM CFM -- -Zone 1--- 1 Living 248 4,054 82 2 -7 470 5,519 1,186 251 251 2 Kitchen 99 0 0 1 -6 601 2,596 200 118 118 3 Bath 1 69 0 0 0 -0 0 0 0 0 0 4 Laundry 77 0 0 0 -0 0 0 0 0 0 5 Bath 2 66 0 0 0 -0 0 0 0 0 0 6 Owner's Bedroom 165 2,187 44 1 -5 485 1,452 224 66 66 7 Storage 21 946 19 1 -4 249 478 81 22 22 8 Hall 160 900 18 0 -0 0 589 81 27 27 9 Bedroom 2 138 4,154 84 1 -6 454 1,957 488 89 89 10 Bedroom 3 115 1,788 36 1 -5 563 1,688 183 77 77 11 Bedroom 4 109 1,894 38 1 -5 567 1,699 193 77 77 12 Bedroom 5 138 2,294 46 1 -5 631 1,892 244 86 86 13 Dining 104 3,853 78 1 -8 470 3,608 417 164 164 Duct Latent 1,291 System 1 total 1,509 22,070 446 21,478 4,588 977 977 System 1 Main Trunk Size: 18 in. Velocity: 553 ft. /min Loss per 100 ft.: 0.044 in.wg Cooling System Summary - Cooling Sensible /Latent Sensible Latent Total Tons Split Btuh Btuh Btuh Net Required: 2.17 82% / 18% 21,478 4,588 26,066 Actual: 2.37 75% / 25% 21,300 7,100 28,400 - Equipment Data Heatinq System Cooling System Type: Air Source Heat Pump Air Source Heat Pump Model: GSZ130301A* GSZ130301A* Indoor Model: ASPF183016E* Brand: GOODMAN, JANITROL, AMANA GOODMAN, JANITROL, AMANA DISTINCTIONS, EVERREST, 0 DISTINCTIONS, EVERREST, 0 Description: Air Source Heat Pump Air Source Heat Pump Efficiency: 8.2 HSPF 14 SEER Sound: Capacity: 47 °F: 26,400 / 17 °F: 16,000 Btuh 28,400 Btuh Sensible Capacity: n/a 21,300 Btuh Latent Capacity: n/a 7,100 Btuh AHRI Reference No.: n/a 4248571 C:\ ... \HabBchs_1story5BR_Lots96_98.rhv Friday, September 09, 2011, 1:12 PM .,wac - Residential & Light Commercial HVAC Loads Home Energy Services Elite Software Development, Inc. Jacksonville, FL 32218 _ 1 Sto 5 Bed Attached Single Family — — Page 9 Building Rotation Report (cont'd) Building Rotation Tonnage 2.31 - 2.30 2.29 - 2.28 2.27 2.26 2.25 c 0 H 2.24 0 0 2.23' 2.22` 2.21 2.20 2.19 2.18 2.17 West Northwest North Northeast East Southeast South Southwest Direction Front door Faces —'� Building Net Tonnage C:\ ... \HabBchs_lstory5BR_Lots96_98.rhv Friday, September 09, 2011, 1:12 PM to n1 CS. 0 a b b -' -' 00 J O\ v, - w N 01 !-A . w N .-•• tm p. OC CD C • 0 • 4b d > O Z 0> O ck4) Cl1 O 9 g 0 � � d G � , w 0 0 O' g -, . U _ 0 O ' . G1. rrJ e O to CD O. `` w or ° o " aro c� ° �,, ?: ors P tro 0' O c o o C CD - O O O' aro r Q ° o �' CT c a �O t .� v, O O Ca '�'* ° o 0 C n 0. -C oo - p, n c� G ° a el ° O 14 slo o a O Z CD d o ° ,-t- ° oq 0 0 ¢, ° E . , , Cll '- — On -. ar IV n ▪ it7)C is y p y (D G P 0 O 0 p p; O O C • r , i, i co O O r. 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O - � "o ~t 't n AD til N nr , O w CA W o O O . g 0 cn ' 3 O 5. c(c) 0 O a ct a y a 0 o 0 P Fr DO NOT WRITE BELOW - OFFICE TJSE ONLY Tlicable Codes: 2007 Florida Building Code vJ/ 2009 Revisions eview Result (circle one): pproved Disapproved Approved w/ Conditions eview Tnitials/Date: levelopment Size Cabitable Space / 50 9 Non - Habitable inpervious area ;_adon/DCA/DBPR$ 'Ii.scelaneous Information cu anc Group �/(PS (o/e4 tics 1 �c p y p ype of Con struction V _ 0 rTumber of Stories / honing District Q Vlax. Occupancy Load ire Sprinklers Required IYVA Flood Zone _2( Conditions /Comments: BUILDING PERMIT APPLICATION CITY OF ATLANTIC BEACH 800 Seminole Road, Atlantic Beach, FL 32233 Office (904) 247 -5826 Fax (904) 247 -5845 fob Address: 9 `p 3r 2 Z-. )) ; i` Permit Number: //-... 6 v legal Description Lift 6 !II on-) D 37.,..i4-,_. o. 0- Parcel # Floor Area of Sq.rt. Sq.Ft Taluation of Work $ gv 7 Proposed Work heated /cooled /So, non - heated /cooled a 5. P: lass of Work (circle one) leitii Addition Alteration Repair Move Demolition pool/spa window /door Ise of existing /proposed structures) (circle one): Commercial t - s•. - • i . f an existing structure, is a fire sprinkler system installed? (Circle one): Yes 4 N /A 'lorida Product Approval # 'or multiple products use product approval form `` )escribe in detail the type of work to be performed: Z v•� r K-A . ';) 5 sfc ePp t" ( Al ODKCSO 19 s5Z.A. L ce, , 1,, --c cis? ,3 r-J SI•-. <-- 5).- 'roperty Owner Information: Fame: 1 _ , ) d'Gt..� I ,. )' r Ad dr ess: F/4-,I ity 4 15M '■ / State 'LZip ' Phone 7'x2 - 251/ - j2 2.2 -. -Mail or Fax # (Optional) 6'0'2/ 2 Y/ — y...1/ 0 ' ontractor Information: pp ��^^^ ompany Name: Lg- /,o • ot- , i (C- r ;.... i ` Qual y ing n ddress: 57/ �c 6c-:s A Je � City Ad-1. l7i State FL Zip .22 "Z3.3 ffice Phone 9�7 -w i 2 -/ -L.-v Job Site/ Contact Number.3.31- Z z- 7p Fax # 7c I.-vi •/_S /o tate Certification/Registration # rchitect Name & Phone # 1 ,, rt..s6c. ix.:.-,,r L C, ZJ / 7S „ ,,,wa , ngineer's Name & Phone # } ,e Simple Title Holder Name and Address onding Company Name and Address PY [ortgage Lender Name and Address Tlication is hereby made to obtain a permit to do the work and installations as indicated. I cerkfy that no wortOr i3iratla�i bias commenced prior to the ; uance 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 d void if work is not commenced within six (6) months, or if construction or work is suspended or abandoned for a er od of six (6) months at any time after )rk is commenced. I understand that separate permits must be secured for Electrical Work, Plumbing, Signs, Wells, Pools, Furnaces, Boilers, Heaters, inks and Air Conditioners, etc. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COM1 IENCEMENT 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. :ereby certify that I have read and examined thisplication and know the same to be true and correct. All provisions of laws and ordinances governing this )e of work will be complied with whether speci ed herein or not. The granting of a permit does not presume to give authority to violate or cancel the 9visions of any other federal, state, or local law regulating construction or the performance of construction. gnature of Owner �� — Signature of Contractor --' r .4 4------f int Name p , Print Name S ./...?ft. vom to and subscribed before me Swom�t� and subs - ibed before me is VI Day of 3 this `71". Day of gy p , - , 20 1 �. ,t y ♦ a•�'::R JOYCE M. fRCEMAN �.u►. •. ! `p t�1 Y p . I Public I '� \ � `= Notary Public - State of Florida ► v .1 ai y Pub is , = """iii Notary Public -State of Florida i A. ! 9 , II l My Comm. Expires Jun 10, 2013 I N �` ,� C•,o�mP,� p }� 10 , 2013 1•/ ov c� r` O n DB 897794 0 ' tai �� Commission 0 DD 897794 I ! ' , „ ,, I ,, ; City of Atlantic Beach /2W - APPLICATION NUMBER . Building Department g (To be assigned by the Building Department.) IA r -- r 800 Seminole Road J PAVED 1/ - (' � : Atlantic Beach, Florida 32233 -5445 µ. Phone (904) 247 -5826 • Fax (904) 24 L 5845 ti „xr ; t � � E -mail: building- dept @coab.us 1 2 2011 Date routed: % l/ City web -site: http: //www.coab.us APPLICATION REVIEW AND]V FORM Property Address: 96' Zz) ,A-'d j,/ !v °r ent review re. uired Yes No , uildi •_ Applicant: 4 ('h -5 a'7W 1 I annin• &Zonin ii i i ii:T- 4. I inistrator _- Project: ,--r / /� / , / j / y9e ,o i . - blic wo 4 Public Utilities _- Fire Services _- r . Review or Receipt IX/2/ i Other Agency Review or Permit Required of Permit Verified By Date / Florida Dept. of Environmental Protection �)3 g -.3 Florida Dept. of Transportation OC St. Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: Ipproved. ❑Denied. (Circle one.) Comments: BUILDING PLANNING & ZONING Reviewed by: Date: TREE ADMIN. Second Review: ['Approved as revised. ❑Denied. PUBLIC WORKS Comments: PUBLIC UTILIT PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: Approved as revised. ❑Denied. Comments: Reviewed by: Date: Revised 05/14/09 01.air � City of Atlantic Beach / 6 E L APPLICATION NUMBER Building Department (To be assigned by the Building Department.) 9 p 800 Seminole Road I/ r li l Atlantic Beach, Florida 32233 -5445 D Phone (904) 247 -5826 • Fax (904) 247 -5845 • a E -mail: building- dept @coab.us Date routed: 4 1 9 // City web -site: http: / /www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: 96' lO d J }7 : - ent review re • uired Yes No i Buildi • Applicant: SA C /' 5 //a'//»7 i�' annin• &Zonin• A r- • a inistrator �- Project: / l % 1777) i /i 7// fie /7,, /) ( � / � "= blic Wor 4 Public Utilities Fire Services _- Revive fee {,,r > r*:Ciiitt Other Agency Review or Permit Required Review or Receipt Date of Permit Verified By Florida Dept. of Environmental Protection Florida Dept. of Transportation St. Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: AApproved. ❑Denied. (Circle one.) Comments: PLANNING & ZONIN 34._. Reviewed by: Date: X - - ADMIN. Second Review: ❑Approved as revised. ['Denied. PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: Approved as revised. ['Denied. Comments: Reviewed by: Date: Revised 05/14/09 , �s rr�, City of Atlantic Beach / • . .-- • APPLICATION NUMBER B uilding Department <. ' , (To be assigned by the Building Department.) 800 Seminole Road / ii 3 Atlantic Beach, Florida 32233 -5445 „ p .1 1 IA / `! / 4 0� Phone (904) 247 -5826 - Fax (904) 2 - A. ; 45 1/ "• "a ? `j f L A' E -mail: building- dept @coab.us `'"'' Date routed: / 9 // City web -site: http: / /www.coab.us ,„`\ APPLICATION REVIEW AND TRACKING FORM Property Address: 9‘ 7-'Q jr ,�r +w e nt review re. uired Yes No Applicant: g_._' 9(/I5 % � �' annin• & Zonin• si,► =i- _ • � inistrator _ - // � ' ubli�C— . Project: ' / / /� �i�l 17/ fiC���e .,Q 4. d Public Utilitiei11111.1111111.111 Fire Services _- Review $ ; , t '.: 4. vii„. 4 w 'epttSiig atur x h< �'i . , . — ...`k Other Agency Review or Permit Required Review or Receipt Date of Permit Verified By Florida Dept. of Environmental Protection Florida Dept. of Transportation St. Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: ❑Approved. Openied. (Circle one.) Comments: 5esz' �� 1 n • BUILDING `J-,• PLANNING & ZONING Reviewed by: /'` - Date: " Asi /i TREE ADMIN. Second Review: %Approved as revised. ❑Denied. PUBLIC WORKS Comments: f2__ 6 ti' 1 k s to S j I - PUBLIC UTILITIES t Y-v31`� C....4-- 1 cam. PUBLIC SAFETY Reviewed by: Date: 9 U) FIRE SERVICES Third Review: ❑Approved as revised. ❑Denied. Comments: Reviewed by: Date: Revised 05/14/09 A-44; %+ CITY OF ATLANTIC BEACH PUBLIC UTILITIES 1200 Sandpiper Lane 1 LIP ATLANTIC BEACH, FL 32233 (904) 270 -2535 or (904) 2475074 NEW WATER/SEWER TAP REQUEST Date: 9 -i I / /1 Project Address: q& Gil ,' c.sr No. of Units: / Commercial _ Residential V Multi Family New Water Tap(s) & Meter(s) 3/ Meter Size(s), / New Irrigation Meter Upgrade Existing Meter from - to (size) New Connection to City Sewer V Name: Applicant Address: City: Slate; Zip: Phone Number: Cell Number: Email Address Fax: Signature: (APPtt) CITY STAFF 115E ONLY Application# / ,2( 2 Water System Development Charge $ / / qD. 0 0 Sewer System Development Charge $ 056. 0 0 Water Meter Only $ [ SS. 0r) Water Meter Tap $ Sewer Tap $ Cross Connection Other TOTAL SS y Z' ob. (notes) j OF IP APPROVED: ;� — J (Utility Dt orar4z, 'ed Signature) ALL TAP REQUEST MUST BE APPROPEI) BY UTLITJES DEPARTMENT BEFORE FEES CAN BEASSESSED r.Y °' ' S CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247 -5814 Application Number 11- 00100053 Date 9/09/11 Property Address 96 W 3RD ST Application type description DEV REV TREES /VEGETATION Property Zoning TO BE UPDATED Application valuation . . . 0 Application desc TREE APPLICATION FOR 96 & 98 W 3RD ST Owner Contractor BEACHES HABITAT OWNER 1671 FRANCIS AVE. ATLANTIC BEACH FL 32233 (904) 241 -1222 Permit DRTV FEE PROCESSING Additional desc . Permit Fee . . . .00 Plan Check Fee . . .00 Issue Date . . . 8/10/11 Valuation . . . . 0 Expiration Date . 8/10/12 Special Notes and Comments APPROVED TO PROCESS CHECK ONLY Other Fees TREE REMVL SNGL /TWO FMLY 125.00 Fee summary Charged Paid Credited Due Permit Fee Total .00 .00 .00 .00 Plan Check Total .00 .00 .00 .00 Other Fee Total 125.00 125.00 .00 .00 Grand Total 125.00 125.00 .00 .00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. Jy City of Atlantic Beach / b 2- APPLICATION NUMBER J S Building Department (To be assigned by the Building Department.) 800 Seminole Road / n a , ° Atlantic Beach, Florida 32233 -5445 f pf �D Phone (904) 247 -5826 • Fax (904) 247 -5845 `/ E -mail: building- dept @coab.us Date routed: City web -site: http: / /www.coab.us APPLICATION REVIEW AND TRACKING FORM q � Property Address: ( A -- Q jr t.;== �:, review required EP No ,' r � Buildi •__ Applicant: rht5 //a 4 ►- annin• & Zonira11.1111 f / `inistrator _- Project: ,--1'7 / 1 �} � fwd) / f/� heh 1 n t blic Wor / , Public Utilities Fire Services _- P 4V 000 .,. : . � � Vx�?..�,- "��:, , k Other Agency Review or Permit Required Review or Receipt Date of Permit Verified By Florida Dept. of Environmental Protection Florida Dept. of Transportation St. Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: Eipproved. ❑Denied. (Circle one.) Comments: UILDI PLANNING & ZONING Reviewed by: �/ Date: / j/ TREE ADMIN. Second Review: A roved as revised. ❑ pp ❑Denied. PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: ['Approved as revised. ❑Denied. Comments: Reviewed by: Date: Revised 05/14/09 Julius Lee RE: 384899 - 1109 Coastal Bay Blvd. Boynton Beach, !.1435 0 Site Information: " u Project Customer: BEACHES HABITAT Project Name: 384899 Model: 1 STORY 5 BED v at m o a Lot/Block: Subdivision: w 2 o. Address: 96 -98 W 3RD STREET a ° a a. City: DU State: Florida c a v 1 aV r. o, E Name Address and License # of Structural Engineer of Record, If there is one, for the u ;, u Name: Paine, Lawrence A., PE License #: 21475 2 ,t '6 c ®n ❑ Address: 319 Oglethorpe Blvd. Lr ° . 4 City: St. Augustine State: Florida ' a '-' 5 4. 0 > i Xc ,,°. c 2 E LZf in General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawir S`44 40 al (' v Loading Conditions): 1 u, ti. i 1.- y N IV Design Code: FBC2007/TPI2002 Design Program: MiTek 20/20 7.3 Z' g e g . z (r) o Wind Code: ASCE 7 -05 Wind Speed: 120 mph Floor Load: N/A psf o 7_ Q, G - i 0 6 Roof Load: 32.0 psf e, -g t u J L ., o C u. This package includes 12 individual, dated Truss Design Drawings and 0 Additional Drawi®. r t. t: te- c�; w With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer an is� a ex slat o a conforms to 61G15-31.003, section 5 of the Florida Board of Professional Engineers Rule 3 c ai This document processed per section 16G15- 23.003 of the Florida Board of Professionals leg D i- v 0 c In the event of changes from Builder or E.O.R. additional coversheets and drawin miac ° an Y a this coversheet. The latest a proval dates supersede and replace the previous dril ins T 't E ® a No. Seal# Truss Name Date m .. Y ° > a, 1 14896242 CJO1 8/23/011 a L ce c ° c I- j , Lr ce cu 2 114896243 I CJO2 1 8/23/01 •° `° LP CL.. 3 14896244 J CJO3 ] 8 /223/011 v E 1'. o ' t.5 < 5 4 1 14896245 1 CJO4 8/23/011 L ° a ii/ iir f- u l .c ,.. .c 5 114896246 1EJ01 _. 1 /23/0 _. 6 114896247 1 EJ02 18/23/011 7 114896248 tEJ03 18/23/011 8 14896249 1EJ04 _ _ 8/23/011 9 114896250 _ j HJ01 "" 1 8/23/011 10 114896251 I HJ02 18/23/011 11 1 14896252 I TO1 G 18/23/011 C o p y f . 112 114896253 I T02 1 8/23/011 The truss drawing(s) referenced above have been prepared by MiTek \ � ! / i � Industries, Inc. under my direct supervision based on the parameters \\� - . S•K 4.',, provided by Builders FirstSource (Jax). ... �J ENS .... � Truss Design Engineer's Name: Julius Lee ' * • ' No 869 ' My license renewal date for the state of Florida is February 28, 2013. - GtA ( N V OTE: The seal on these drawings indicate acceptance of �, • professional engineering responsibility solely for the truss STATE of ._ • components shown. The suitability and use of this component • . ORIDP. •' Cj for any particular building is the responsibility of the buildin ' . . \\ designer, per ANSI /TPI -1 Chapter 2. '/ 1 111111► \August 23,2011 1 of 1 Julius Lee Truss Truss Type Qty Ply 14896243 .49 CJO2 JACK 8 1 Job Reference (optional) Builders FirstSource, Jacksonville, Fl 32244 7.250 s Nov 19 2010 MiTek Industries, Inc. Tue Aug 23 10:26:05 2011 Page 1 ID: hkKOfelE4ug6U3OSy4LGZtz8PBv- 2lgpng5M4ifE6FVsBiDmn54gWVgjR1kk412QiAyl ? ?m I -1-4 -0 I 3 -n-n I 1-4-0 3 -0-0 Scale = 1:9.5 3 4.00 12 r 3 2 T1 B1 1 IIIIIN 2x4 = 4 ■N LOADING (psf) SPACING 2 -0 -0 CSI DEFL in (loc) I /defl L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.20 Vert(LL) 0.01 2-4 >999 240 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.13 Vert(TL) -0.01 2-4 >999 180 BCLL 0.0 • Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 5.0 Code FBC2007/TP12002 (Matrix) Weight: 11 Ib FT = 20% LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 3 -0 -0 oc puffins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10 -0 -0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (Ib /size) 3= 53/Mechanical, 2= 194/0 -3 -8, 4 =14 /Mechanical Max Horz 2= 111(LC 4) \ 10%11110/ Max Upl -57(LC 4), 2=- 291(LC 4), 4= -44(LC 4) "\\\ \ \ \ S S.{( /1., Max Gray 3 =53(LC 1), 2= 194(LC 1), 4 =42(LC 2) \ E N .4...4.$ . • i " • . .\1;C \C FORCES (1b) - Max. Comp. /Max. Ten. - All forces 250 (Ib) or less except when shown. F NOTES (8 -11) ` o 34869 1) Wind: ASCE 7 -05; 120mph (3- second gust); TCDL= 4.2psf; BCDL= 3.Opsf; h =18ft; Cat. II; Exp C; enclosed; MWFRS (low -rise) gable ern zone and C -C Exterior(2) zone; porch left and right exposed;C -C for members and forces & MWFRS for reactions shown; Lumber — P • 4 DOL =1.60 plate grip DOL =1.60 - 4 - 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 ` \ •_ STATE OF 4 � \\ �\ fit between the bottom chord and any other members. • �\ • 4) All bearings are assumed to be SYP No.2 . F ` 5) Refer to girder(s) for truss to truss connections. ././0/6161. / SA L OR►O . \ 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 57 Ib uplift at joint 3, 291 Ib uplift at joint 2 / O A \ and 44 lb uplift at joint 4. / / / //j 11110\ \\ 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) For special connections with reactions or uplifts less than 300 lbs. Use typical toe -nail connection (refer to BFS detail package) 10) Truss Design Engineer: Julius Lee, PE: Florida P.E. License No. 34869: Address: 1109 Coastal Bay Blvd. Boynton Beath, FL 33435 LOAD CASE(S) Standard August 23,2011 1 R ARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED NITER 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 Julius Lee is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the 1 109 Coastal Bay Blvd. erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding Boynton, FL 33435 fabrication, quality control. storage, delivery, erection and bracing, consult ANSI /TPII Quality CrHerla, D5B-89 and BUSH Building Component Safety Information available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719. Truss Truss Type Qty Ply 14898245 .,a9 CJO4 JACK 8 1 Job Reference (optional) Builders FirstSource, Jacksonville, Fl 32244 7.250 s Nov 19 2010 MiTek Industries, Inc. Tue Aug 23 10:26:05 2011 Page 1 I D: hkKOfelE4ug6U3OSy4LGZtz8PBv- 2lgpng5M4ifE6FVsBiDmn54eGVp9R1 kk412QiAyl ? ?m I -1-4-0 I 5 - 0 - 0 1-4 -0 5-0-0 Scale = 1:12.8 3 X i 4.00 Eli - in T1 2 . \ \ / X B1 999 1 2x4 = 4 LOADING (psf) SPACING 2 -0-0 CSI DEFL in (loc) I /deft L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.35 Vert(LL) -0.03 2-4 >999 240 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.16 Vert(TL) -0.05 2-4 >999 180 BCLL 0.0 • Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 5.0 Code FBC2007/TPI2002 (Matrix) Weight: 18 Ib FT = 20% LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 5 -0-0 oc puriins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0 -0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (Ib /size) 3= 116 /Mechanical, 2= 249/0 -3-8, 4 =24 /Mechanical Max Horz 2= 157(LC 4) \ \ \ WI 1i (I / / / ,, Max Uplift3=- 142(LC 4), 2=- 269(LC 4) \ \ \\ S Sic / /� � Max Gray 3= 116(LC 1), 2= 249(LC 1), 4 =72(LC 2) \ . . • • .. • • � i \ N. \CENS • �\ i FORCES (Ib) - Max. Comp. /Max. Ten. - All forces 250 (Ib) or less except when shown. F NOTES (8 -11) — 0 34869 1) Wtnd: ASCE 7 -05; 120mph (3- second gust); TCDL= 4.2psf; BCDL= 3.Opsf; h =18ft; Cat. II; Exp C; enclosed; MWFRS (low -rise) gable en8 zone and C -C Exterior(2) zone;C -C for members and forces & MWFRS for reactions shown; Lumber DOL =1.60 plate grip DOL =1.60 — • • _ 2) This truss has been designed for a 10.0 psf bottom chord live Toad nonconcurrent with any other live loads. . • / 1 — 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 ` • •. JJJ fit between the bottom chord and any other members. 4) All bearings are assumed to be SYP No.2 . .4\ STATE OF s \ • 5) Refer to girder(s) for truss to truss connections. % --cA� ' •. F1 - ORIO • •• • ` 0 � , 6) Provide m connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except (jt =lb) 3 =14 /„. %..) S \ � 2 =269. ' /7 // 1/1 /O NA` \\ ` \ \ 7) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. I i l t II \ 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) For special connections with reactions or uplifts less than 300 lbs. Use typical toe -nail connection (refer to BFS detail package) 10) 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 August 23,2011 ■ L WARNING - Verify design paramaters and READ NOTES ON THIS AND INCLUDED NITER REFERENCE P -4GE 30177473 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 Julius Lee is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the 1 109 Coastal Bay Blvd. erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding Boynton, FL 33435 fabrication, quality control. storage. delivery. erection and bracing, consult ANSI /TPI1 Qua18y Criteria, DSO-89 and BCSI1 Building Component Safety Information ovailoble from Truss Plate Institute, 583 D'Onofrio Drive. Madison, WI 53719. Truss Truss Type Qty Ply 14896247 ..,d9 EJ02 MONO TRUSS 2 1 Job Reference (optional) Builders FirstSource, Jacksonville, Fl 32244 7.250 s Nov 19 2010 MiTek Industries, Inc. Tue Aug 23 10:26:06 2011 Page 1 ID: hkKOfelE4ug6U3OSy4LGZtzOPBv- WVEB ?A6 ?r?n5k042kQk ?KldswvASATQtJho Ecylrl I -1-4 -0 i 4 - 1 - 7 - 0 - 0 1 - 4 - 0 4 - 1 - 12 2 - 10 - 4 4 Scale = 1:18.1 4.00 12 2x4 I I 3 ii IN ev 2x4 = 2x4 II 6 LOADING (psf) SPACING 2 -0-0 CSI DEFL in (loc) I /defl L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.19 Vert(LL) -0.01 2 -6 >999 240 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.10 Vert(TL) -0.01 2 -6 >999 180 BCLL 0.0 ' Rep Stress Ina YES WB 0.10 Horz(TL) -0.00 4 n/a n/a BCDL 5.0 Code FBC2007/TP12002 (Matrix) Weight: 25 Ib FT = 20% LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 6 -0-0 oc puffins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0 -0 oc bracing. WEBS 2 X 4 SYP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS All bearings Mechanical except (jt= length) 2= 4 -3 -8, 6= 4 -3-8. (Ib) - Max Horz 2= 145(LC 4) \ \ \ Oil 1 1 1 / l // Max Uplift All uplift 100 Ib or less at joint(s) 4 except 2=- 143(LC 4), 6=- 145(LC 4) \ \\ S S. 1 / / Max Gray All reactions 250 Ib or less at joint(s) 4, 2, 5 except 6= 264(LC 1) \\\ SF ` • C /// \CEN' • . FORCES (Ib) - Max. Comp. /Max. Ten. - All forces 250 (Ib) or less except when shown. WEBS 3- 6=- 220/401 * 34869 NOTES (8 -11) _ 1) Wind: ASCE 7 -05; 120mph (3- second gust); TCDL= 4.2psf; BCDL= 3.Opsf; h =18ft; Cat. II; Exp C; enclosed; MWFRS (low -rise) and C -C— P aio ` • A — Exterior(2) zone;C -C for members and forces & MWFRS for reactions shown; Lumber DOL =1.60 plate grip DOL =1.60 11 / / 1 — • — 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 • STATE OF ._ fit between the bottom chord and any other members. 4) All bearings are assumed to be SYP No.2. 61 '•• Q 5) Refer to girder(s) for truss to truss connections. / \\ 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 4 except (jt =lb) 2 =143 / / /// / O N At- � \ \ ,6 =145. / /1111IIt\\ \ \\ 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) For special connections with reactions or uplifts less than 300 lbs. Use typical toe -nail connection (refer to BFS detail package) 10) 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 August 23,2011 I 1 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE 1111 - T473 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 Julius Lee is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the 1 109 Coastal Bay Blvd. erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding Boynton, FL 33435 fabrication. quality control, storage, delivery. erection and bracing, consult ANSI /TPI1 Qualify Criteria, 0SB -89 and BCSI1 Building Component Safety Information available from Truss Plote Institute, 583 D'Onofrio Drive, Madison, WI 53719. Truss Truss Type Qty Ply 14898249 -099 EJ04 GABLE 4 1 Job Reference (optional) Builders FirstSource, Jacksonville, Fl 32244 7.250 s Nov 19 2010 MiTek Industries, Inc. Tue Aug 23 10:28:07 2011 Page 1 I D: hkKOfel E4ug6U3OSy4LGZtz8PBv- _hoaCW6dcJVyLYfF I7 FEsW91 YJWmvw51 XLXXm2yl?? ( I -1 -4 -n 1 7 -0-0 I 1 -4 -0 7 -0-0 Scale: 3/4 " =1' 2x4 I I 2x4 I I 6 7 5 2x4 1 1 • 4 3x4 % P 3 . 4.00 12 ST3 III ST2 ST1 2 B1 11 10 9 8 2x4 = 5x8 II 2x4 11 2x4 11 2x4 11 7-0-0 1 7 -0 -0 Plate Offsets (X,Y): 12:0- 3- 8,Edge), 12:0- 5- 12,Edge) LOADING (psf) SPACING 2 -0-0 CSI DEFL in (loc) I /defl L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.17 Vert(LL) 0.00 1 n/r 120 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.09 Vert(TL) 0.00 1 n/r 90 BCLL 0.0 • Rep Stress Incr YES WB 0.07 Horz(TL) -0.00 7 n/a n/a BCDL 5.0 Code FBC2007/TPI2002 (Matrix) Weight: 32 Ib FT = 20% LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 6 -0-0 oc purtins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0 -0 oc bracing. OTHERS 2 X 4 SYP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS All bearings 7 -0 -0. (Ib) - Max Horz 2= 131(LC 4) Max Uplift All uplift 100 Ib or less at joint(s) 8, 7, 11, 10, 9 except 2=- 154(LC 4) Max Gray All reactions 250 Ib or less at joint(s) 2, 7, 11, 10, 9 FORCES (Ib) - Max. Comp. /Max. Ten. - All forces 250 (Ib) or less except when shown. WEBS 4- 11=- 179/295 NOTES (11 -14) 1) Wind: ASCE 7 -05; 120mph (3- second gust); TCDL= 4.2psf; BCDL= 3.Opsf; h =18ft; Cat. II: Exp C; enclosed; MWFRS (tow -rise) 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 2) Truss designed for wind Toads 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 -2002. 3) Gable requires continuous bottom chord bearing. 4) Gable studs spaced at 1 -4 -0 oc. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3 -6 -0 tall by 2 -0-0 wide will fit between the bottom chord and any other members. (1 1 1 7) All bearings are assumed to be SYP No.2 . \ \\ \ \ \ f / / //, 8) Bearing at joint(s) 7 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity \\\" S S• K 0, j of bearing surface. ∎ • • • ' ' • • (• , 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 8, 7, 11, 10, 9 excepts . \CENS - . ` • Qt =1b) 2 =154. . 10) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 0 34869 /- 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) For special connections with reactions or uplifts less than 300 lbs. Use typical toe -nail connection (refer to BFS detail package) = • • 13) Truss Design Engineer: Julius Lee, PE: Florida P.E. License No. 34869: Address: 1109 Coastal Bay Blvd. Boynton Beach, FL 33435 4 . 0 I _ LOAD CASE(S) Standard T •. STATE OF .• - ��"S FLORIOP •• 0 S " O N p \ \ \\ x1111 August 23,2011 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED SDTER REFERENCE PAGE M177-773 BEFORE USE. Design valid for use only with M7ek connectors. This design is based only upon parameters shown, and is for on individual building component. Julius Lee Applicability of design poramenters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown 1 109 C oastal Bay Blvd. is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction. is the responsibillity of the Y erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding Boynton, FL 33435 fabrication, quality control, storage, delivery, erection and bracing, consult ANSI /7P11 Quality Criteria, DSB -89 and BCSI1 Building Component Safety Information available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719. Truss Truss Type Q Pl y 14896250 a99 HJO1 MONO TRUSS 2 1 Job Reference (optional) Builders FirstSource, Jacksonville, FI 32244 7.250 s Nov 19 2010 MiTek Industries, Inc. Tue Aug 23 10:26:07 2011 Page 2 I D: hkKOfelE4ug6U3OSOLGZtzBPBv-_ hoaCW'6dcJvyLYfF17FEsW9JJVDvwY1 XLXXm2y1? . LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 8= 44(F =22, B =22) 9 =2(F =1, B =1) 10=- 125(F = -62, B = -62) 11= 10(F =5, B =5) 12=- 8(F =-4, B = -4) 13= 13(F = -14, B =27) \\\ \11V ► WI/ /i • \\` S S •k ", ,..\GEN4. • • C�� 0 34869 / ,, ::- .. ,,,, e 1,,„ 4 ,.... STATE OF .• cs ,s, % ' / / • N IA ` , \ \ \\ ,. August '3,2011 e e ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MI7 - BEFORE USE. Design volid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component. ,Julius Lee Applicability of design poramenters 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 1109 Coastal Bay Blvd. erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding Boynton, FL 33435 fabrication, quality control, storage, delivery, erection and bracing. consult ANSI /TPI1 Quality Criteria. DSB -89 and BCSI1 Building Component Safety Information available from Truss Plate Institute. 583 D'Onofrio Drive, Madison, WI 53719. T Truss Type Qty Ply 14896251 02 MONO TRUSS 2 1 I 499 11J Job Reference (optional) I 7.250 s Nov 19 2010 MiTek Industries, Inc. Tue Aug 23 10:26:08 2011 Page 2 Builders FirstSource, Jacksonville, F132244 ID hkKOfelE4ug6U3OSy4LGZtz8PBv- StMyPs ?H41UyI ?.' LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 8= 44(F =22, B= 22) 9= 2(F =1, B =1) 10=- 125(F = -62, B = -62) 11= 10(F =5, B =5) 12=- 8(F = -4, B = -4) 13=- 28(F =-14, B =-14) .\` S S•K/'% ��GENS - •.F� i 0 34869 / --- • .(\ -. STATE OF ii / C F LORIOP -• Co s August 3,2011 1 ® WARNING - Verify design parameters and RE.4D NOTES ON THIS AND INCLUDED NITER REFERENCE PAGE MI1 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. r Lee I Applicability of design paramenters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown Julius Blvd. Coastal Bay is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the Boynton, FL l Bay erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication. quality control. storage. delivery, erection and bracing, consult ANSI /TPII Quality Criteria, 051 -89 and BCSI1 Building Component Safety Information available from Truss Plate Institute, 583 D'Onofrio Drive, Madison. WI 53719. Truss Truss Type Qty Pl y 14896252 499 ITO1G GABLE 4 1 Job Reference (optional) 7.250 s Nov 19 2010 MiTek Industries, Inc. Tue Aug 23 10:26:09 2011 Page 2 Builders FtrstSouree, Jacksonville, Fl 32244 ID: hkKOfelE4ug6U30Sy4LGZtzBPBv- w4wKdC8t8w9gbspdOYlixxFD66 ?iNcWK?f0enryl ?. i NOTES (15 -18) 12) Design assumes 4x2 (flat orientation) purlins at oc spacing indicated, fastened to truss TC w/ 2 -10d nails. 13) 70 or and 63 up at 13 -0-12, 70 Ib down and 63 lb up at 15-0-12, b 70 down n a n 63 I Ib up at 117 lb -0 -12, l at 70 b down and 63 Ib up at 19-0-12, 7 t 0 Ib down and 63 Ib b d o down b up at 21 -0 -12, 70 Ib down and 63 Ib up at 23 -0-12, and 70 Ib down and 63 Ib up at 25 -0 -12, and 1 Ib up at 25 -10 -8 on top chord, and 4 Ib down and 10 Ib up at 7 -0-0, 5 Ib up at 9 -0 -12, 6 Ib up at 11 -0-12, 75 Ib down and 42 Ib up at 13 -0-12, 75 Ib down and 42 Ib up at 15 -0 -12, 75 Ib down and 42 Ib up at 17 -0-12, 75 Ib down and 42 Ib up at 19 -0 -12, 75 Ib down and 42 Ib up at 21 -0-12, 75 Ib down and 42 Ib up at 23 -0-12, and 75 Ib down and 42 Ib up at 25 -0 -12, and 7 Ib up at 25 -10 -8 on bottom chord. The design /selection of such connection device(s) is the responsibility of others. 14) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 15) 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. 16) For special connections with reactions or uplifts less than 300 lbs. Use typical toe -nail connection (refer to BFS detail package) 17) Truss Design Engineer: Julius Lee, PE: Florida P.E. License No. 34669: 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- 3 = -54, 3-36-54, 7- 36=- 114(F = -60), 2 -8 = -10 Concentrated Loads (Ib) Vert: 3=-51(B) 5=-70(B) 7=1 8 =7 12=- 4( B) 11=- 75( B) 4=- 70(B)37= 2(B)38= 5(B)39=- 70(B)40 — 70( B) 41=- 70 (B)42=- 70(B)43=- 70(B)44= 2(B)45= 2(0)46= -75(8) 47=- 75( B) 48=- 75 (B)49=- 75(B)50=- 75(B) -75 (B) 001 III/0 Os Sk ' % ∎�� �J . � IGENS • �� i ■ * No 34869 * , _ 'IJ • 7k • IX STATE OF .. - i �s ••.FCORIDP.•• 0 ,,�� / S,�O N;A �`� \\ 0 (fLe W August 3,2011 — t ■ iii WARNING - Ver{fy design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE boll -7373 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. Julius Lee Applicability of design paramenters and proper incorporation of component is responsibility of building designer - not truss designer. 1109 Coastal Bay Blvd. Bracing shown Is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the 1109 C Boynton, FL l Bay erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult ANSI /TP11 Quality Criteria, DSB -89 and BC511 Building Component Safely Information available from Truss Plate Institute, 583 D'Onofrio Drive, Madison. WI 53719. � ♦♦w� _ to r -p r r V • mp D' m D N = > ,' n w 5, c D _. -� m -o �� ►� Ilia z i X H o 1111 A �w s 7. . 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'-� 3 m o . g ° a m m ' o n o o 2 a m C f a' > o° ` N om m ° ( D 3 °- m o� Q O C s a w g z ° a Q ° `� 11,' m m c� o � m f° a o�� � (o m � c � a 2 0 0 � <� o n a � N 5 0 -' 0 0 a O m H f 'O 3 N 4 0 . s) N o f Q n Z ° v 6 O '^ _ -O o a m ^ (/ • (0 0 ' �., O R. p . 0 cn 6 _ 7 (3 ( O 3 ° � ` I � CD 0 a 1. v =° 0 p 7 S a N S O O O g° ° o 0 . 0 -, O p ° O 3- a O a, 0 0 a < C `Y ❑ c o m a g m o 0 o a 2g, D° a 9 o 7. ` 3 0 z 6 2 9 " 51 . 3 c o o a 3 :- m n Q F • 7 0 ,< _ • < N . n a O O (D p n❑ N O O (D a 0 7 _ '" n c ° N ❑ 7 O 7 7 (D co (D f(] — O p � ( n 'I - 7 p_ 7 ( ° D � (° 6 3 a 7 - F)'' 0 3 'ma ° -0 3 ° o ° °- o 74 t Flo- 2 a ° 1° ' O 3 < m o 'D' o '0 Z o ° m n� ° 7 O 3 � � N /�'� 6 a- ." V S O 3 < ..4. GA August 10, 2010 T -BRACE / I -BRACE DETAIL WITH 2X BRACE ONLY ST - T -BRACE 2 1 11 1 � R MiTek Industries, Chesterfield, MO Page 1 of 1 v - PT Note: T- Bracing / 1- Bracing to be used when continuous lateral bracing II II I is impractical. T -Brace / I -Brace must cover 90% of web length. i V [J fl Note: This detail NOT to be used to convert T -Brace / I -Brace webs to continuous lateral braced webs. MiTek Industries, Inc. 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 2x4 I -Brace 2x6 2x6 T -Brace 2x6I -Brace 2x8 2x8 T -Brace 2x8 I -Brace Nails \ Brace Size for Two -Ply Truss Specified Continuous Rows of Lateral Bracing \,., - / SPACING Web Size 1 2 \ \ , 2x3 or 2x4 2x4 T -Brace 2x4 I -Brace �" 2x6 2x6 T -Brace 2x6 I -Brace WEB 2 x8 2x8 T -Brace 2x81 -Brace k , -,N T -Brace / I -Brace must be same species \ __i T -BRACE and grade (or better) as web member. \,• o oltilll /o. ,' ,; .. o cENS F ..�, � • Nails Section Detail * ' Nv 34869 - * _ O T -Brace \ 6/22/11 tu • STATE OF . Web i '•• CORIDP � Nails " I H I l t" _\ 1109 COASTAL BAY mai Web a I -Brace BOYNTON BC, FL 33435 isso Nails/ JANUARY 1, 2009 LATERAL TOE -NAIL DETAIL ST-TOENAIL SP 1 11 1 U MiTek Industries, Chesterfield, MO Page 1 of 1 MILD NOTES: 1. TOE -NAILS SHALL BE DRIVEN AT AN ANGLE OF 45 DEGREES WITH THE MEMBER „ ■ AND MUST HAVE FULL WOOD SUPPORT. (NAIL MUST BE DRIVEN THROUGH AND ,== EXIT AT THE BACK CORNER OF THE MEMBER END AS SHOWN. E 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. TOE -NAIL SINGLE SHEAR VALUES PER NDS 2001 (lb/nail) THIS DETAIL APPLICABLE THE ( ) THREE END DETAILS SHOWN BELOW DIAM. SYP DF HF SPF SPF -S 0 .131 88.0 80.6 69.9 68.4 59.7 p .135 93.5 85.6 74.2 72.6 63. VIEWS SHOWN ARE FOR .162 108.8 99.6 86.4 84.5 73.8 ILLUSTRATION PURPOSES ONLY in r) 2 .128 74.2 67.9 58.9 57.6 50.3 2 .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 M 3 NAILS I NEAR SIDE VALUES SHOWN ARE CAPACITY PER TOE -NAIL. I NEAR SIDE APPLICABLE DURATION OF LOAD INCREASES MAY BE APPLIED. EXAMPLE: \ I NEAR SIDE (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 (lb/nail) X 1.15 (DOL) = 291.5 lb Maximum Capacity 1 -, ANGLE MAY \ ANGLE MAY ANGLE MAY VARY FROM VARY O O FROM VARY FROM \ 30 °TO 60° ° 45.00° ` 30 °TO60° 1 45.00° 45.00 ° --2' , 7 I I A \ ���1111111/, ` \\S ' •. .. oCENSF' t� • N if. 34869 ` * "3 I l `�1 W .- .- , 6/22/11 •' Luz- STATE OF ` i � '•.FCORION.•' cj S ,‘ 1109 COASTAL BAY BOYNTON BC,FL 33435 STANDARD PIGGYBACK ST - PIGGY JANUARY 20, 2011 TRUSS CONNECTION DETAIL MiTek Industries, Chesterfield, MC I 11 I CRS MAXIMUM WIND SPEED = REFER TO NOTES D AND OR E 111/11DD MAX MEAN ROOF HEIGHT = 30 FEET MAX TRUSS SPACING = 24 " O.C. CATEGORY II BUILDING i ■ 1 ■ ■ EXPOSURE B or C ASCE 7 -02, ASCE 7 -05 DURATION OF LOAD INCREASE : 1.60 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" X 3.5" NAILS EACH. D - 2 X _ X 4'-0" SCAB, SIZE AND GRADE TO MATCH TOP CHORD OF I � 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 I M` ►% DIRECTIONS AND .�∎....... ∎ "' ��'�°. 1. WIND SPEED OF 90 MPH OR LESS FOR ANY PIGGYBACK SPAN, OR 1� ®11C�11� ®- 1 ■MIKIR∎ 2. WIND SPEED OF 91 MPH TO 140 MPH WITH A MAXIMUM ■al • ►' PIGGYBACK SPAN OF 12 ft. E - FOR WIND SPEEDS BETWEEN 101 AND 140 MPH, ATTACH MITEK 3X8 20 GA Nail -On PLATES TO EACH FACE OF TRUSSES AT \ l C 72" O.C. W/ (4) 0.131" X 1.5" PER MEMBER. STAGGER NAILS FROM OPPOSING FACES. ENSURE 0.5" EDGE DISTANCE. j (MIN. 2 PAIRS OF PLATES REQ. REGARDLESS OF SPAN) \ B D WHEN NO GAP BETWEEN PIGGYBACK AND BASE TRUSS EXISTS: REPLACE TOE NAILING OF PIGGYBACK TRUSS TO PURLINS WITH Nail-On 'I �I 1\ PLATES AS SHOWN, AND INSTALL PURLINS TO BOTTOM EDGE OF BASEI`�' I I \ \` i\ TRUSS TOP CHORD AT SPECIFIED SPACING SHOWN ON BASE �� TRUSS MITEK DESIGN DRAWING. ``\`i`\ 1 \ _ '� rte". ,; ∎�_ SCAB CONNECTION PER / 411 , �� NOTED ABOVE �� , �0, ♦: � ��11 �I�I / \ ''-- ' -- 1 * 4 ‘ \ T his sheet is provided as a Piggyback connection FOR ALL WIND SPEEDS, ATTACH MITEK 3X6 20 GA Nail - On PLATES TO detail only. Building Designer is responsible for all -- \ \ \/ EACH FACE OF TRUSSES AT 48" O.C. W/ (4) 0.131" X 1.5" PER MEMBER. permanent bracing per standard engineering practices or \ ∎: N STAGGER NAILS FROM OPPOSING FACES ENSURE 0.5" EDGE DISTANCE. refer to BCSI for general guidance on lateral restraint and diagonal bracing requirements. \ wb \\�\ ``\ � I ► 1 1 ► I/ / // VERTICAL WEB TO � " / / EXTEND THROUGH FOR LARGE CONCENTRATED LOADS APPLIED `\......- v ,. • ( / // BOTTOM CHORD TO CAP TRUSS REQUIRING A VERTICAL WEB: \ \‘ \ \CENSF' •. �� / .. OF PIGGYBACK 1) VERTICAL WEBS OF PIGGYBACK AND BASE TRUSS MUST MATCH IN SIZE, GRADE, AND MUST LINE UP * ' N � , 34869 ' * ►r, AS SHOWN IN DETAIL. 2) ATTACH 2 x _ x 4' -0" SCAB TO EACH FACE OF _ r I p i TRUSS ASSEMBLY WITH 2 ROWS OF 10d (0.131" X 3 ") NAILS SPACED 4" O.C. FROM EACH FACE. (SIZE AND GRADE TO MATCH -- • L11 VERTICAL WEBS OF PIGGYBACK AND BASE TRUSS.) ... p • 6 / 2 2 / 11 ..• (V ` (MINIMUM 2X4) STATE OF 3) THIS CONNECTION IS ONLY VALID FOR A MAXIMUM F LQRiDP � � 4 CONCENTRATED LOAD OF 4000 LBS ( @1.15). REVIEW // `� `� ■ BY A QUALIFIED ENGINEER IS REQUIRED FOR LOADS / t . - GREATER THAN 4000 LBS. % /� /l'11111110\ /� N AL ` �� 4) FOR PIGGYBACK TRUSSES CARRYING GIRDER LOADS, \ • %a NUMBER OF PLYS OF PIGGYBACK TRUSS TO MATCH BASE TRUSS. 5) CONCENTRATED LOAD MUST BE APPLIED TO BOTH 110 9 COASTAL BAY THE PIGGYBACK AND THE BASE TRUSS DESIGN. BOYNTON BC , FL 3 3 4 3 5 JANUARY 1, 2009 Standard Gable End Detail ST -GE140 -001 (13) MiTek Industries, Chesterfield, MO WI LE � Typical _c4 L-Brace Nailed To 2x Verticals W /10d Nails, 6" o.c. Vertical Stud i I Vertical Stud (4) - 16d Common DIAGONAL - 0 II Wire Nails ` —_ %RACE r ft 7 6d Common MiTek Industries, Inc. LkL_ „ Wire Nails SECTION B -B / — _i / �1� Spaced 6” o.c. DIAGONAL BRACE 4' -0" O.C. MAX (2) - 10d Common �� � -2x6 Stud or Wire Nails into 2x6 am 2x4 No.2 of better 2 TR USS GEOMETRY AND CONDITIONS rmg�\ L' SHOWN ARE FOR ILLUSTRATION ONLY. Typical Horizontal Brace Na iled To 2x_ Verticals SECTION A - \ w/(4) -10d Common Nails 2 x4 Stud Varies to Common Truss Mil � hrt,,, INDIV UAL MITEK ENGINEERING PROVIDE 2x4 BLOCKING BETWEEN THE FIRST 111 ������ ���� ��7�p� //�.I�U; SEE TWO TRUSSES AS NOTED. TOENAIL BLOCKING 1 - --,,,, , DRAWINGS FOR DESIGN CRITERIA TO TRUSSES WITH (2) - 10d NAILS AT EACH END. i \ ATTACH DIAGONAL BRACE TO BLOCKING WITH * * �■ (5) - 10d COMMON WIRE NAILS. B S ^ B y ` x4 (4) - 8d NAILS MINIMUM, PLYWOOD M ""' %" �II' 4M�IW /y // IAMIAN SHEATHING TO 2x4 STD SPF BLOCK * - Diagonal Bracing * * - L- Bracing Refer Refer to Section A -A to Section B -B 24" Max Roof Sheathin. NOTE: / 1. MINIMUM GRADE OF #2 MATERIAL IN THE TOP AND BOTTOM CHORDS. 2 V �'� I 2. CONNECTION BETWEEN BOTTOM CHORD OF GABLE END TRUSS AND p WALL TO BE PROVIDED BY PROJECT ENGINEER OR ARCHITECT. V-3" (2) 1 d PTA (2) - 10d NAILS „o ff 3. BRACING SHOWN IS FOR INDIVIDUAL TRUSS ONLY. CONSULT BLDG. ARCHITECT OR ENGINEER FOR TEMPORARY AND PERMANENT / \\/ BRACING OF ROOF SYSTEM. ) / 4. "L" BRACES SPECIFIED ARE TO BE FULL LENGTH. GRADES: 1x4 SRB / ��• /�` OR 2x4 STUD OR BETTER WITH ONE ROW OF 10d NAILS SPACED 6" O.C. _ r' 's @ 24" O.C. / 1, 5. DIAGONAL BRACE TO BE APPROXIMATELY 45 DEGREES TO ROOF DIAPHRAM AT 4-0" O.C. 6. CONSTRUCT HORIZONTAL BRACE CONNECTING A 2x6 STUD AND A �� 2x4 STUD AS SHOWN WITH 16d NAILS SPACED 6" O.C. HORIZONTAL $ BRACE TO BE LOCATED AT THE MIDSPAN OF THE LONGEST STUD. �)! ATTACH TO VERTICAL STUDS WITH (4) 10d NAILS THROUGH 2x4. ` / 25c6 DIAGONAL BRACE SPACED 48" O.C. (REFER TO SECTION A -A) Diag. Brace \/ ATTACHED TO VERTICAL WITH (4) -16d 7. GABLE STUD DEFLECTION MEETS OR EXCEEDS L/240. at 1/3 p oint COMMON WIRE NAILS AND ATTACHED 8. THIS DETAIL DOES NOT APPLY TO STRUCTURAL GABLES. if needed ` � I _ _, \ TO BLOCKING WITH (5) - 10d COMMONS. 9. DO NOT USE FLAT BOTTOM CHORD GABLES NEXT TO SCISSOR TYPE TRUSSES. End Wall — HORIZONTAL BRACE —` , . (SEE SECTION A -A) 2 DIAGONAL \\\ 1 1 I I i i i. Minimum Without 1x4 2x4 DIAGONAL BRACES AT �� vs S K < / Stud Size Spacing Brace L -Brace L -Brace BRACE 1/3 POINTS �� J am .. • • \ • . // Species i and Grade Maximum Stud Length L ‘ GENg F � F 2x4 SPF Std /Stud 12 O.C. 3 -10 -1 3 -11 -7 5 -7 -2 7 -8 -2 11 -6 -4 * ' N r. 34869 2x4 SPF Std /Stud 16" O.C. 3 -3 -14 3 -5 -1 4 -10 -2 6 -7 -13 9 -11 -11 _ I 2x4 SPF Std /Stud 24" O.C. 2-8-9 2 -9 8 3-11-7 5 5 2 8-1-12 �� • X1.1 '' Diagonal braces over 6' -3" require a 2x4 T -Brace attached to �0 STATE OF ��� ■ one edge. Diagonal braces over 12' -6" require 2x4 I- braces % F CORI9 .... • (-1 attached to both edges. Fasten T and I braces to narrow edge of web with 10d common wire nails Bin o.c., with Sin minimum / S N AL o\ end distance. Brace must cover 90% of diagonal length. // / / 1 1 I I i 1 I ,�� 1109 COASTAL BAY XI ME ti AN ROOF A N�1 m S HEIG = HT = 30 FEET 3 MPH I BOYNTON BC , FL 3 3 4 3 5 MAX M ME HEIGHT = CATEGORY II BUILDING 6/22/11 EXPOSURE B or C ASCE 7 -98, ASCE 7 -02, ASCE 7 -05 STUD DESIGN IS BASED ON COMPONENTS AND CLADDING. DURATION OF LOAD INCREASE : 1.60 CONNECTION OF BRACING IS BASED ON MWFRS. Y CITY OF ATLANTIC BEACH r . 800 SEMINOLE ROAD 0 4 ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247 -5814 Q-J4.31> Application Number 11- 00002602 Date 3/09/12 Property Address 96 W 3RD ST Application type description SINGLE FAMILY ATTACHED DWELLING Property Zoning TO BE UPDATED Application valuation . . . 80000 Application desc SINGLE FAM ATT Owner Contractor BEACHES HABITAT BEACHES HABITAT 1671 FRANCIS AVE. 1671 FRANCIS AVENUE ATLANTIC BEACH FL 32233 ATLANTIC BEACH FL 32233 (904) 241 -1222 (904) 241 -1222 Structure Information 000 000 Construction Type TYPE 5 -B Occupancy Type RESIDENTIAL Flood Zone ZONE X Permit MECHANICAL HVAC PERMIT Additional desc . Sub Contractor . FLORIDA AIR SERVICE & ENG.LLC Permit Fee . . . 95.00 Plan Check Fee . . .00 Issue Date . . . Valuation . . . . 0 Expiration Date . 9/05/12 Special Notes and Comments *2007 FLORIDA BUILDING CODE W/2009 REVISIONS NATIONA1 ELECTRIC CODE WINDOW AND DOOR INSPECTION: *INSTALLATION INSTUCTIONS REQUIRED *ALL STICKERS ARE TO REMAIN ON THE WINDOWS *PROVIDE ACCESS TO ALL WINDOWS TO INSPECT FASTENERS Since on -site storage is required, a post construction topographic survey documenting proper construction will be required, prior to issuance of C.O. 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. Call Public Works (247 -5834) for Erosion and Sediment Control Inspection prior to the start of construction. Other Fees STATE MECH DCA SURCHARGE 4.00 rr}}-������--�� STATE MECH DBPR SURCHARGE 4.00 g PERMIT I'S ' IN ACCORDAi'QCE`P'H 1 ALL CITY OF A A IC BEACH FA AND THE FLORIDA BUILDING CODES. I'1 ,� CI CITY OF ATLANTIC BEACH j 800 SEMINOLE ROAD J = ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247 -5814 d' 4Ji3ll. ) Page 2 Application Number 11- 00002602 Date 3/09/12 Permit Fee Total 95.00 95.00 .00 .00 Plan Check Total .00 .00 .00 .00 Other Fee Total 8.00 8.00 .00 .00 Grand Total 103.00 103.00 .00 .00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. MECHANICAL PERMIT APPLICATION CITY OF ATLANTIC BEACH 800 Seminole Rd Atlantic Beach, FL 32233 Ph (904) 247-5826 Fax (904) 247-5845 C I ' (i 4 itr J OB ADDRESS: IN 1s 3 r � (Mu PERMIT # 3 PROJECT VALUE $ NEW AIR CONDITIONING & HEATING SYSTEM INSTALLATION Air Conditioning: Unit Quantity ' Tons Per Unit 2 • Heat: Unit Quantity BTU's Per Unit Seer Rating / 4 ( Duct Systems: Total CFM REQUIRED REPLACEMENT AIR CONDITIONING & HEATING SYSTEM INSTALLATION ARI # Air Conditioning: Unit Quantity Tons Per Unit REQUIRED Heat: Unit Quantity BTU's Per Unit Seer Rating Duct Systems: Total CFM REQUIRED FIRE PREVENTION Fire Sprinkler System Quantity (Requires 3 sets of plans) Fire Standpipe Quantity (Requires 3 sets of plans) Underground Fire Main Value (Requires 3 sets of plans) Fire Hose Cabinets Quantity (Requires 3 sets of plans) Commercial Hoods Quantity (Requires 3 sets of plans) Fire Suppression Systems Quantity (Requires 3 sets of plans) FIRE PLACES MISCELLANEOUS: Prefabricated Fireplace Qty Automobile Lifts Gas Piping Outlets Boilers BTU's Elevators /Escalators ALL OTHER GAS PIPING Heat Exchanger Quantity of Outlets Pumps # Vented Wall Furnaces Refrigerator Condenser BTU's # Water Heaters Solar Collection Systems Tanks (gallons) Wells OTHER: Permit becomes void if work does not commence within a six month period or work is suspended or abandoned for six months. I hereby certify that I have read this application and know the same to be true and correct. All provisions of laws and ordinances governing this work will be complied with whether specified or not. The permit does not give authority to v' 1 the ovisio s of any other state or local law regulation construction or the performance of construction. Property Owners Name (� Phone Number Mechanical Company 17-0P4,4 j cl i,e c-U Office Phone CW .l3 t% ax qc -4z 7i1 Co. Address: (s 1't Li too( City Ali OA 41 State - Zip 32 License Holder (Print): k . §2w 1\4:IL State Certific ion/Regist ation # e ci kt3 qi-3 Notarized Signature of License Hol s DEBO RAH AMANDA WHITE Sworn and subscribed before me t e�: s t day 20 1 Z _.7 i'+e! . = MY C # EE 057349 // ;1:,i 7 � * " EXPIRES: May 21, 2015 Underwriters ignature of Notary Publ ' % - 1 Thru / 7 6 5C'')09/6 04/25/2012 15:41 904 - 2490703 BROOKS AND LIMBUAGH PAGE 02!02 1 11 F EARLY POWER AGREEMENT & REL CITY OF ATLANTIC E ASE ACID Electric power is requested now under the conditions and terms of this fully executed Agreement & Release Job Address: • Permit No. Service .Type (Circle One); Overhead nderground We, the undersigned General Contractor and Electrician, understand and agree: 1. "Early Power" is purely for our constxuction convenience, it is mt required by Codes and does o substitute for Final Inspections or the C/O (Certificate of Occupancy at must be issued before occupancy, and as such is at the discretion of the Building Official, 2. The City of Atlantic Beach will make a special inspection prior to the early power energizing. All rough inspections must have prior Approval, including meter base connections. 3. Occupancy or use of the new construction before a formal C/O constitutes fraudulent use of the early electric service. Such action is expressly prohibited and penalized by The City of Atlantic Beach Ordinances. A violation of this Agreement shall result in a request for prompt removal of electric service after a twenty -four hour notice. 4. "Early Power" release authority is the Electrician and/or the Contractor and must not occur before: a. Equipment, devices and fixtures are installed (or blanked off) safely. b. Panel is complete with breakers and cover, and (labeling required at final inspection), c. Service connection and grounding is complete. d. The electric system has safely passed through electrical check. e. Meter can is permanently marked with address. f Temporary address numbers displayed (Permanent numbers are required for C /O). 5. This fully completed form is to be submitted to the Building Department by hand, mail or fax. 6. Future such Agreements will not be accepted from those who violate any one of the abov items. CONTRACT°• DAB )( PRINT NAME 4„ ,,, f ELECTRICIAN 1 CTRICIA N r►�!N'1 �!. + I�, DATE a 12_ PRINT NAME • 800 Seminole Road, Atlantic Beach FL 32233 Phone: (904)247 -5826 Pax: (904)247 -5845 http: / /www.coab.us revised 01 30 09 •