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255 PINE ST NEW HOME 2015 CITY OF ATLANTIC BEACH j 800 SEMINOLE ROAD - F = ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5814 SINGLE FAMILY DWELLING NEW MUST CALL BY 4PM FOR NEXT DAY INSPECTION: 247-5814 ---- ----- - -- ------------- -- ------ --—---- ---- ------------- -- - JOB INFORMATION: Job ID: 15-SFR-1635 Job Type: SINGLE FAMILY RESIDENCE Description: NEW HOME Estimated Value: $130,000.00 Issue Date: 8/19/2015 Expiration Date: 2/15/2016 PROPERTY ADDRESS: Address: 255 PINE ST RE Number: None GENERAL CONTRACTOR INFORMATION: Name: BOTTOM LINE VENTURES INC Address: 230 15Th ST Phone: - - PERMIT INFORMATION: FEES: ENG REV RESIDENTIAL BLD $100.00 PLAN CHECK FEES $285.00 UTIL REV RESIDENTIAL BLDG $50.00 BUILDING PERMIT FEE $570.00 STATE DCA SURCHARGE $8.55 SEWER SDC-SYSTEM DEV CHG $4,050.00 STATE DBPR SURCHARGE $8.55 %TjMjT"j)MSt"NCE$i8UV0',8,L CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA I"Tj' CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD -�` ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5814 WATER CROSS CONNECTION $50.00 WATER SDC-SYSTEM DEV CHG $1,140.00 Total Payments: $7,062.10 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. BUILDING PERMIT APPLICATION T ^� , CITY OF ATLANTIC BEACH ✓ 9 800 Seminole Road, Atlantic Beach, FL 32233 Office (904)247-5826 Fax (904) 247-5845 Job Address: 2_5_� doo,�?e -?— Permit Number: /'S' SFR—/(, 3s- Legal Description ,� / �c ;q Parcel # 10) 3 Proposed Work heated/cooled Valuation of Work$ ., oor Area o t. t non-heated/cooled JLD Class of Work(circle one): New Addition Alteration Repair Move Demolition pool/spa window/door Use of existing/proposed structure(s)(circle one): Commercial Residential If an existing structure,is a fire sprinkler system installed? (Circle one): Yes No N/A Florida Product Approval# For multiple products use product approva orm Describe in detail the type of work to be performed:rf j!?W Property Owner Information• Name: Address: Z/O �' P, City StateFGZip 32_Phone NO 7—6 2S— E-Mail or Fax#(Optional) Contractor Information: CONTRACTOR EMAIL ADDRESS: ._'/ Company Name:,9,07j--On, L;ht- ke_Agz ySZ�ne- Qualifying Age a Address:_2.3 0 /r'T►y� Office Phone City�gx State1Zip �l /a�r Job Site/Contact Number _ State Certification/Registration# 6 goy /3—r72o Fax# j�j cK—ZJ p Architect Name&Phone# Engineer's Name&Phone Fee Simple Title Holder Name and Address Bonding Company Name and Address Mortgage Lender Name and Address.A+I' n 4.c 6o.�(5+ 13�r h K t 6 s5 Sul's�,ur� + RO�t Su,' Z 1►v. J& Y,S,nvI1P FL 3.iLs6 Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the andaoid iffwork shot cotmmenlced withinl�x(6) do theed or2fconstrzeat on or oak lastspeded or abandoned for ahpleruod ofszXn(6)Tmonths at a�y time after work is commenced. I understand worthat separate permits must be secured for Electrics/ Work, Plarmbing,Signs, Wells,Pools, F,6) Boilers, Heaters, Tanks and Air Conditioners,etc. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. I herebycertify that I have read and examined this application and know the same to be true and correct. All provisions of laws and ordinances governing this type of ork will be complied with whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel Provisions of any other federal,state, or local w regulating construction or the performance of construction. the Signature of Owner ' Signature of Contractor Print Name Ry �.h.....�'�, ........ ,.y, ..'.. . ............................................................. Print Name ....................................................... efor � � thi Da f Befor 20 this Day f 2 Nota u c No Public o Notary p Ilo State FI a Sof Public State of Florida hi y L Graham Shirley Graham ��w A a c� VC om i J_�V U gA,WP`1?.T6.10 MY Commission FF 088990 ofF�aa Expires OF F40 Expires 02/14/Z018 AN. DO NOT WRITE BELOW- OFFICE USE ONLY App ica e Codes: 2010 FLORIDA BUILDING CODE Review Result (circle one): Approved Disapproved Approved w/ Conditions Review Initials/Date: //► 5 , '-/S— f Development Size Habitable Space /98 7 S P- Non-Habitable -may Impervious area Miscellaneous Information Occupancy Group 9_3 Type of Construction--- Number onstructionLNumber of Stories 2 Zoning District le S- Max. Occupancy Load Fire Sprinklers Required Flood Zone ,( -P'rorr Sv ivey, Conditions/Comments: Ss1 800 Seminole Road Atlantic Beach,Florida 32233 ►� ti Telephone(904)247-5800 FAX(904)247-5805 Construction Site Management Plan Compliance A construction site management plan conforming to Atlantic Beach City Code Sec 6-18 has been approved as a part of this building permit. The Construction site management plan was approved based upon the following information. 1. Parking plan—parking plan showing how site will be accessed and all onsite and abutting street parking areas. 2. 3. Location of construction trailers, loading/unloading area and material storage area. 4. Location of chemical toilet area.(chemicaI toilets must be kept out of City right-of-way and not further than 15 feet from structure under construction) 5. Location of dumpster. Dumpster must be from an approved waste company (in accordance with Chapter 16 City Code) as of 2009 the permitted dumpsters are Advanced Disposal, Realco Recycling, and Shappells. Dumpsters will have tarp covers or rigid covers on windy days. Dumpsters must be removed prior to issuance of Certificate of Occupancy. 6. Traffic control plan, showing access with dimensions, area to be stabilized, narrative on phasing of construction with adequate parking and delivery of materials. 7. Site cleanliness. Contractor must have the entire construction site cleaned by Friday of each week. This means removal of scrap lumber, concrete remnants and other such construction debris including cans, metal,plastic and paper. 8. Erosion and Sediment Control. Contractor must maintain all elements of the approved Erosion & Sediment Control Plan (silt fence, catch basin filters, etc.) until sod or other stabilization has been placed and approved by Public Works. 9. Other activities, where special conditions are identified by the Building Official. Failure to comply with the Construction Site Management Ordinance may result in a Stop Work Order being issued in accordance with City Code Sec. 6-17 (3) Revised 5/2009 tz > e p O Oy pi �- p � Oo v Qi to ;P w N .• � O� v� .(� w N :.-. � � �� (�D .] �. �• O o OR ::� k o 0 0 Z O O o U' CJS H ._ a °T- 4 ao 'mac' 2 ?=" '71 It (D t/j O O d ti G w > ,-7 oo b sn CD 020 o ,.d a H 10" ` n C. (D CA G\ (1 Ccr p4 p PN H (D CD (D t9 � rf (CD �+ 0 fD � KNa IZIOA u. `n tom" c� cncn E c --C �, 6�,� VM� AW N'�;,'� d._... _pN, '.r�:O.'Z O'.`:.n*t _J rOy� Cny. :`C• 'W:.*i CN~J -.�."S-' Ox1N. .Q(.D... p�-. 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Co C CD X, CITY OF ATL ANTTC BEACH PUBLIC UTTL IT,TES 1200 Sandpiper Lane T1�ANTIC BEACH FL 32233 (904)270-2535 or(904) 247-5874 NEW WATER/SEWER TAP REQUEST Date: 7 - 2/- Project Address: 2SS i�?NF S No. of Units: Commercial Residential V Multi-Family New Water Tap(s) &Meter(s) Meter Size(s) 3�Y Ir New Irrigation Meter Upgrade Existing Meter from to /(size) New Reclaimed Water Meter Size New Connection to City Sewer i,, Name: Applicant Address: City: State: Zip Phone Number: Cell Number: Email Address Fax: Signature: (Applicant) Application# CITY STAFF USE ONLY /s- ..s��- �(e �S— Water System Development Charge $ / 1 y0,00 ,p Sewer System Development Charge $ Water Meter Only $ 2 607-5 . T?f(.s _C"C_LC Reclaimed Meter Only $ LoT �u cZ k w.yr/Z Water Meter Tap $ Sewer Tap $ (notes) Cross Connection $ 5'c, j 5 �2 S p 'f �'D 7-)fP Other $ TOTAL $ o D� APPROVED: Kavle Moore,PE (Deputy PW Director or Authorized Signature) ALL TAP REQUEST MUST BE APPROVED BY UTLITIES DEPARTMENT BEFORE FEES CAN BE ASSESSED .1; City City of Atlantic Beach } Building Department APPLICATION NUMBER 800 Seminole Road (To be assigned by the Building Department.) Atlantic Beach, Florida 32233-5445 Phone(904)247-5826 • Fax(904)247-5845 (Q E-mail: building-dept@coab.us City web-site: http://www.coab.us Date routed: APPLICATION REVIEW AND TRACKING FORM Property Address: / D pati t review required Yes No Bui in Applicant: nning&Zoni Tree A 'strator Project: f ublic s ti i i u is Safety Fire Services Review fee $ Dept Signature Other Agency Review or Permit Required Review or Receipt Florida Dept. of Environmental Protection of Permit Verified By Date 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: { /GG BUILDING PLANNING&ZONING Reviewed by: Date: lC TREE ADMIN. Second Review: J gpproved as revised. ❑Denied. PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: ,�-/ Date.- FIRE ate:FIRE SERVICES Third Review: ❑Approved as revised. ❑Denied. Comments: Reviewed by: Date: Revised 07/27/10 LrCity of Atlantic Beach �ft Building Department APPLICATION NUMBER 800 Seminole Road (To be assigned by the Building Department.) r' Atlantic Beach, Florida 32233-5445 Phone(904)247-5826 • Fax(904)247-5845 E-mail: building-dept@coab.us City web-site: http://www.coab.us Date routed: APPLICATION REVIEW AND TRACKING FORM . ' , �7^ Property Address: Dpartes t review required Ye No Buildin Applicant: nninn&Zoni Tree A strator Project: ublic s ti i i Public Safety Fire Services Review fee $ Dept Signature Other Agency Review or Permit Required Review or Receipt ed Florida Dept. of Environmental Protection of Permit VerifiBy Date 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: pproved. ❑Denied. (Circle one.) Comments: 63� � V PLANNING &ZONING TREE ADMIN. Reviewed by: Date: 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 City of Atlantic Beach } +p1 Building Department @DS2 BER 800 Seminole Road JUL 09 9X415 Department.) r' Atlantic Beach, Florida 32233-5 Phone(904)247-5826 • Fax(��$7-5845E-mail: building-dept@coab.us Cityweb-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: D paw t review required Yes No Applicant: ��_ /� Buil in � !Y nnin &Zoni n/r ,A ) Tree A strator Project: r Y ublic fill u is Safety Fire Services Review fee $ Dept Signature Other Agency Review or Permit Required Review or Receipt f Permit Verified Florida Dept. of Environmental Protection oBy Date 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: Vpproved. (Circle one.) @Denied. Comments: BUILDING L' PLANNING &ZONING Reviewed by: �— 7 �i J TREE ADMIN. Date: Second Review: []Approved as revised. Denied. PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date.- FIRE ate:FIRE SERVICES Third Review: ❑Approved as revised. ❑Denied. Comments: Reviewed by: Date: Revised 07/27/10 i rsys;vr;+y City of Atlantic Beach Building Department ��++ APPLICATION NUMBER 1�CT ��fDate be assigned by the Building Department.) i� 800 Seminole Road Atlantic Beach, Florida 32233-5445JUL 0 9 2015Phone(904)247-5826 • Fax(904)247-5345,,,r�jiv E-mail: building-dept@coab.us routed: City web-site: http://www.coab.us 1BY: APPLICATION REVIEW AND TRACKING FORM Property Address: &,14' v� p p t� t review required Yes No Bilin Applicant: nnin &Zoni Tree strator Project: ��i / ) ub ublic Safety Fire Services Review fee $ 5 ® Dept Signature Other Agency Review or Permit Required Review or Receipt of Permit Verified By Date 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: APPLIC TION STATUS Reviewing Department First Review: Approved. []Denied. (Circle one.) Comments: BUILDING PLANNING&ZONING L,.� vim_ Reviewed by: Date: 2 �fjf TREE ADMIN. Second Review: []Approved as revised. ❑Denied. LIC WO K Comments: LIC U UB Y Reviewed by: Date: FIRE SERVICES Third Review: ❑Approved as revised. ❑Denied. Comments: Reviewed by: Date: Revised 07/27/10 - F I . C 0 Y wri htsoft Manual S Compliance Report Job: 9 Date: 6/6/15 1st Floor By: M.Ellis Energy Design Systems, Inc. 11727 Brady Rd,Jacksonville,FL 32223 Phone:904-268-3670 Fax:904-268-3670 Email:eds.ax mail.comi Project For: Biggar Residence Pine St,Atlantic Beach, FL Cooling Equipment Design Conditions Outdoor design DB: 92.1°F Sensible gain: 18426 Btuh Entering coil DB: 74.8°F Outdoor design WB: 77.6°F Latent gain: 2409 Btuh Entering coil WB: 62.1°F Indoor design DB: 74.0°F Total gain: 20835 Btuh Indoor RH: 50% Estimated airflow: 753 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Goodman Mfg. Model: SSZ140241A+ASPT24B14A Actual airflow: 753 cfm Sensible capacity: 16950 Btuh 92% of load Latent capacity: 5650 Btuh 235% of load Total capacity: 22600 Btuh 108% of load SHR: 75% Heating Equipment Design Conditions Outdoor design DB: 38.6°F Heat loss: 15767 Btuh Entering coil DB: 69.7°F Indoor design DB: 70.0'F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Goodman Mfg. Model: SSZ140241A+ASPT24B14A Actual airflow: 753 cfm Output capacity: 22000 Btuh 140% of load Capacity balance: 31 °F Supplemental heat required: 0 Btuh Economic balance: -99 °F Backup equipment type: Elec strip Manufacturer: Model: Actual airflow: 753 cfm O Output capacity: 4.6 kW 100% of load Temp. rise: 50 °F The above equipment was selected in accordance with ACCA Manual S. AUG 07 7 wright2015-Aug-06 13:13:46soft` Right-Suile®Universal 2015 15.0.00 RSU17457 Page 1 ...Manual J\Biggar Residence,Pine St,Atl Bch.rup Calc=MJ8 Front Door faces: W . v wri htsoft, Manual S Compliance Report Job: 9 Date: 6/6/15 2nd Floor By: M.Ellis Energy Design Systems, Inc. 11727 Brady Rd,Jacksonville,FL 32223 Phone:904-268-3670 Fax:904-268-3670 Email:eds.iax mail.com Project For: Biggar Residence Pine St,Atlantic Beach, FL Cooling Equipment Design Conditions Outdoor design DB: 92.1°F Sensible gain: 17823 Btuh Entering coil DB: 75.8°F Outdoor design WB: 77.6°F Latent gain: 2772 Btuh Entering coil WB: 62.6°F Indoor design DB: 74.0°F Total gain: 20594 Btuh Indoor RH: 50% Estimated airflow: 753 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Goodman Mfg. Model: SSZ140241A+ASPT24B14A Actual airflow: 753 cfm Sensible capacity: 16950 Btuh 95%of load Latent capacity: 5650 Btuh 204% of load Total capacity: 22600 Btuh 110% of load SHR: 75% Heating Equipment Design Conditions Outdoor design DB: 38.6°F Heat loss: 12847 Btuh Entering coil DB: 69.3°F Indoor design DB: 70.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Goodman Mfg. Model: SSZ140241A+ASPT24B14A Actual airflow: 753 cfm Output capacity: 22000 Btuh 171% of load Capacity balance: 26 °F Supplemental heat required: 0 Btuh Economic balance: -99 °F Backup equipment type: Elec strip Manufacturer: Model: Actual airflow: 753 cfm Output capacity: 3.8 kW 100% of load Temp. rise: 50 °F The above equipment was selected in accordance with ACCA Manual S. wrightsoft`' Right-Suite®Universal 2015 15.0.00 RSU17457 2015-Aug-06 13:13:46Page 2 ...Manual J\Biggar Residence,Pine St,Atl Bch.rup Calc=MJ8 Front Door faces: W { WWI ME FORM 405-10 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: Biggar Resiedence Builder Name: Street: Pine St Permit Office: Atlantic Beach City,State,Zip: Atlantic Beach,FL, Permit Number:1 S SF/Z-/63.5- Owner: 63.5-Owner: Jurisdiction: 261100 Design Location: FL,Jacksonville 1. New construction or ebsting New(From Plans) 9. Wall Types (2539.8 sgft.) Insulation Area 2. Single family or multiple family Single-family a.Frame-Wood,Exterior R=13.0 2265.30 ft' b.Frame-Wood,Adjacent R=13.0 274.50 ft' 3. Number of units,if multiple family 1 c.N/A R= ftz 4. Number of Bedrooms 4 d.N/A R= ftz 5. Is this a worst case? No 10.Ceiling Types (1392.0 sgft.) Insulation Area a.Under Attic(Vented) R=30.0 1247.00 ft 6. Conditioned floor area above grade(ftz) 1987 b.Knee Wall(Vented) R=19.0 145.00 ft' c.N/A R= ftz Conditioned floor area below grade(ftz) 0 11.Ducts R ftz 7. Windows(241.8 sqft.) Description Area a.Sup:Attic,Ret:Attic,AH:Garage 6 117.26 a. U-Factor: Dbl,U=0.34 241.79 ftz b.Sup: Attic,Ret:Attic,AH:Attic 6 141.05 SHGC: SHGC=0.32 b. U-Factor: N/A ftz 12.Cooling systems kBtu/hr Efficiency a.Central Unit 22.6 SEER:14.00 SHGC: b.Central Unit 22.6 SEER:14.00 c. U-Factor: N/A ftz SHGC: 13.Heating systems kBtu/hr Efficiency d. U-Factor: N/A ftz a.Electric Heat Pump 22.0 HSPF:8.00 SHGC: b.Electric Heat Pump 22.0 HSPF:8.00 Area Weighted Average Overhang Depth: 3.631 ft. Area Weighted Average SHGC: 0.320 14.Hot water systems a.Electric Cap:50 gallons 8. Floor Types (1987.0 sgft.) Insulation Area EF:0.920 a.Slab-On-Grade Edge Insulation R=0.0 902.00 ftz b. Conservation features b.Floor Over Other Space R=0.0 757.00 ftz None c.other(see details) R= 328.00 ft' 15.Credits Pstat Glass/Floor Area: 0.122 Total Proposed Modified Loads: 38.91 PASS Total Standard Reference Loads: 51.06 1 hereby certify that the plans and specifications covered by Review of the plans and C>k-tHE 7-'4 this calculation are in compliance with the Florida Energy specifications covered by this Code. calculation indicates compliance cj t w f Ryan B.Ellis with the Florida Energy Code. , 0 PREPARED BY: Y _ Before construction is completed 04 DATE: 6/8/15 this building will be inspected for V ._ compliance with Section 553.908 « A I hereby certify that this building, as designed, is in compliance Florida Statutes. rye with the Florida Energ Co �� E OWNER/AGENT: 43 BUILDING OFFICIAL: DATE: DATE: - Compliance requires completion of a Florida Air Barrier and Insulation Inspection Checklist 6/8/2015 9:04 AM EnergyGauge®USA-FlaRes2010 Section 405.4.1 Compliant Software Page 1 of 6 PROJECT Title: Biggar Resiedence Bedrooms: 4 Address Type: Street Address Building Type: User Conditioned Area: 1987 Lot# Owner: Total Stories: 2 Block/SubDivision: #of Units: 1 Worst Case: No PlatBook: Builder Name: Rotate Angle: 0 Street: Pine St Permit Office: Atlantic Beach Cross Ventilation: County: Duval Jurisdiction: 261100 Whole House Fan: City,State,Zip: Atlantic Beach, Family Type: Single-family FL, New/Existing: New(From Plans) Comment: CLIMATE IECC Design Temp Int Design Temp Heating Design Daily Temp Design Location TMY Site Zone 97.5% 2.5% Winter Summer Degree Days Moisture Range FL,Jacksonville FL-JACKSONVILLE-INT 2 32 93 70 75 1281 49 Medium BLOCKS Number Name Area Volume 1 Block1 902 8118 2 Block2 1085 10090.5 SPACES Number Name Area Volume Kitchen Occupants Bedrooms InfilID Finished Cooled Heated 1 1st Floor 902 8118 Yes 2 0 1 Yes Yes Yes 2 2nd Floor 1085 10090.5 No 4 4 1 Yes Yes Yes FLOORS # Floor Type Space Perimeter Perimeter R-Value Area Joist R-Value Tile Wood Carpet 1 Slab-On-Grade Edge Insulation 1st Floor 139.6 ft 0 902 ft' ____ 0 0 1 —_ 2 Floor over Garage 2nd Floor ____ ____ 328 ft' 19 0 0 1 3 Floor Over Other Space 2nd Floor ____ ____ 757 ft' 0 0 0 1 ROOF Roof Gable Roof Solar SA Emitt Emitt Deck Pitch # Type Materials Area Area Color Absor. Tested Tested Insul. (deg) _ 1 Hip Composition shingles 1376 ft' 0 ft' Medium 0.96 No 0.9 No 0 26.6 ATTIC J # Type Ventilation Vent Ratio(1 in) Area RBS IRCC 1 Full attic Vented 300 1230 ft' N N 6/8/2015 9:04 AM EnergyGauge®USA-FlaRes2010 Section 405.4.1 Compliant Software Page 2 of 6 CEILING # Ceiling Type Space R-Value Area Framing Frac Truss Type 1 Under Attic(Vented) 1 st Floor 30 145 ft' 0.11 Wood _ 2 Under Attic(Vented) 2nd Floor 30 1102 ft' 0.11 Wood 3 Knee Wall(Vented) 2nd Floor 19 145 ft' 0.11 Wood WALLS Adjacent Space Cavity Width Height Sheathing Framing Solar Below 1 W Exterior Frame-Wood 1 st Floor 13 14 9 126.0 ft' 0.23 0.75 0 2 S Exterior Frame-Wood 1st Floor 13 35.3 9 317.7 ft' 0.23 0.75 0 3 E Exterior Frame-Wood 1st Floor 13 17.8 9 160.2 ft' 0.23 0.75 0 4 SE Exterior Frame-Wood 1 st Floor 13 3.5 9 31.5 ft' 0.23 0.75 0 5 E Exterior Frame-Wood 1 st Floor 13 13.7 9 123.3 ft' 0.23 0.75 0 6 N Exterior Frame-Wood 1 st Floor 13 24.8 9 223.2 ft' 0.23 0.75 0 7 W Garage Frame-Wood 1st Floor 13 16.5 9 148.5 ft' 0.23 0.75 0 8 NW Garage Frame-Wood 1st Floor 13 4 9 36.0 ft' 0.23 0.75 0 _ 9 N Garage Frame-Wood 1 st Floor 13 10 9 90.0 ft' 0.23 0.75 0 10 W Exterior Frame-Wood 2nd Floor 13 34 9.3 316.2 ft' 0.23 0.75 0 11 S Exterior Frame-Wood 2nd Floor 13 35 9.3 325.5 ft' 0.23 0.75 0 12 E Exterior Frame-Wood 2nd Floor 13 34 9.3 316.2 ft' 0.23 0.75 0 13 N Exterior Frame-Wood 2nd Floor 13 35 9.3 325.5 ft' 0.23 0.75 0 DOORS # Ornt Door Type Space Storms U-Value Width Height Area Ft In Ft In 1 W Insulated 1st Floor None 0.460000 3 6.7 20.09999 2 W Insulated 1st Floor None 0.460000 2.7 0 6.7 18.09000 WINDOWS Orientation shown is the entered,Proposed orientation. / Wall Overhang V, # Omt ID Frame Panes NFRC U-Factor SHGC Area Depth Separation Int Shade Screening 1 W 1 Vinyl Low-E Double Yes 0.34 0.32 6.7 ft' 4.3 ft 0 in 2 ft 0 in Drapes/blinds None 2 W 1 Vinyl Low-E Double Yes 0.34 0.32 6.0 ft' 4.3 ft 0 in 2 ft 0 in Drapes/blinds None _ 3 S 2 Vinyl Low-E Double Yes 0.34 0.32 30.0 ft' 1.3 ft 0 in 12 ft 0 in Drapes/blinds None 4 E 3 Vinyl Low-E Double Yes 0.34 0.32 26.8 ft' 7.2 ft 0 in 2 ft 0 in Drapes/blinds None 5 E 3 Vinyl Low-E Double Yes 0.34 0.32 40.2 ft' 7.2 ft 0 in 2 ft 0 in Drapes/blinds None 6 SE 4 Vinyl Low-E Double Yes 0.34 0.32 18.1 ft' 8.5 ft 0 in 2 ft 0 in Drapes/blinds None 7 E 5 Vinyl Low-E Double Yes 0.34 0.32 9.0 ft' 1.3 ft 0 in 2 ft 0 in Drapes/blinds None 8 N 6 Vinyl Low-E Double Yes 0.34 0.32 15.0 ft' 1.3 ft 0 in 12 ft 0 in Drapes/blinds None 9 W 10 Vinyl Low-E Double Yes 0.34 0.32 15.0 ft' 1.3 ft 0 in 2 ft 0 in Drapes/blinds None 10 W 10 Vinyl Low-E Double Yes 0.34 0.32 6.0 ft' 1.3 ft 0 in 4 ft 0 in Drapes/blinds None 11 W 10 Vinyl Low-E Double Yes 0.34 0.32 15.0 ft' 1.3 ft 0 in 4 ft 0 in Drapes/blinds None 12 S 11 Vinyl Low-E Double Yes 0.34 0.32 15.0 ft' 1.3 ft 0 in 1 ft 0 in Drapes/blinds None 13 E 12 Vinyl Low-E Double Yes 0.34 0.32 18.0 ft' 1.3 ft 0 in 1 ft 0 in Drapes/blinds None 14 E 12 Vinyl Low-E Double Yes 0.34 0.32 6.0 ft' 1.3 ft 0 in 1 ft 0 in Drapes/blinds None 6/8/2015 9:04 AM EnergyGauge®USA-FlaRes2010 Section 405.4.1 Compliant Software Page 3 of 6 WINDOWS Orientation shown is the entered,Proposed orientation. Wall Overhang # Omt ID Frame Panes NFRC U-Factor SHGC Area Depth Separation Int Shade Screening 15 N 13 Vinyl Low-E Double Yes 0.34 0.32 15.0 ft' 1.3 ft 0 in 1 ft 0 in Drapes/blinds None GARAGE # Floor Area Ceiling Area Exposed Wall Perimeter Avg.Wall Height Exposed Wall Insulation 1 412 ft' 84 ft' 49.4 ft 9f 0 INFILTRATION # Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 1 Wholehouse Best Guess 0.000500 2605.96 143.064 269.053 0.47399 8.58708 HEATING SYSTEM # System Type Subtype Efficiency Capacity Block Ducts 1 Electric Heat Pump None HSPF:8 22 kBtu/hr 1 sys#1 2 Electric Heat Pump None HSPF:8 22 kBtu/hr 2 sys#2 COOLING SYSTEM # System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 Central Unit None SEER:14 22.6 kBtu/hr 678 cfm 0.75 1 sys#1 2 Central Unit None SEER: 14 22.6 kBtu/hr 678 cfm 0.75 2 sys#2 HOT WATER SYSTEM # System Type SubType Location EF Cap Use SetPnt Conservation 1 Electric None Garage 0.92 50 gal 70 gal 120 deg None SOLAR HOT WATER SYSTEM FSEC Collector Storage Cert # Company Name System Model# Collector Model# Area Volume FEF None None ft' DUCTS —Supply— —Return-- Air CFM25 HVAC# # Location R-Value Area Location Area Leakage Type Handler CF91'25 OUT QN RLF Heat Cool 1 Attic 6 117.26f Attic 45.1 ft' Default Leakage Garage cfm (Default)c 1 1 2 Attic 6 141.05 f Attic 54.25 ft' Default Leakage Attic cfm (Default)c 2 2 6/8/2015 9:04 AM EnergyGauge®USA-FlaRes2010 Section 405.4.1 Compliant Software Page 4 of 6 TEMPERATURES Programable Thermostat: Y Ceiling Fans: Cooling [[ ]]Jan [[ ]]Feb [[ ]]Mar Apr [ ]May [X]Jun Jul X]AugX]Sep [ ]Oct Nov Dec Heatin [X]Jan (XJ Feb [X]Mar f Apr [ ]May [ ]Jun f Jul f ]Aug [ ]Sep [ ]Oct Nov Dec Venting [[ JJ Jan [[ ]]Feb [[XX]]Mar [X]Apr [ ]May [ ]Jun [ Jul [ ]Au [ ]Sep [X]Oct Nov Dec Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling(WD) AM 78 78 78 78 78 78 78 78 80 80 80 80 PM 80 80 78 78 78 78 78 78 78 78 78 78 Cooling(WEH) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Heating(WD) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 Heating(WEH) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 6/8/2015 9:04 AM EnergyGauge®USA-FlaRes2010 Section 405.4.1 Compliant Software Page 5 of 6 FORM 405-10 Florida Code Compliance Checklist Florida Department of Business and Professional Regulations Residential Whole Building Performance Method ADDRESS: Pine St PERMIT#: Atlantic Beach, FL, MANDATORY REQUIREMENTS SUMMARY-See individual code sections for full details. COMPONENT SECTION SUMMARY OF REQUIREMENT(S) CHECK Air leakage 402.4 To be caulked, gasketed, weatherstripped or otherwise sealed. Recessed lighting IC-rated as meeting ASTM E 283. Windows and doors= 0.30 cfm/sq.ft. Testing or visual inspection required. x Fireplaces: gasketed doors&outdoor combustion air. Must complete envelope leakage report or visually verify Table 402.4.2. Thermostat& 403.1 At least one thermostat shall be provided for each separate heating controls and cooling system. Where forced-air furnace is primary system, programmable thermostat is required. Heat pumps with supplemental X electric heat must prevent supplemental heat when compressor can meet the load. Ducts 403.2.2 All ducts, air handlers, filter boxes and building cavities which form the primary air containment passageways for air distribution systems shall be considered ducts or plenum chambers, shall be constructed and X sealed in accordance with Section 503.2.7.2 of this code. 403.3.3 Building framing cavities shall not be used as supply ducts. Water heaters 403.4 Heat trap required for vertical pipe risers. Comply with efficiencies in Table 403.4.3.2. Provide switch or clearly marked circuit breaker x (electric) or shutoff(gas). Circulating system pipes insulated to= R-2 + accessible manual OFF switch. Mechanical 403.5 Homes designed to operate at positive pressure or with mechanical ventilation ventilation systems shall not exceed the minimum ASHRAE 62 level. No make-up air from attics, crawlspaces, garages or outdoors adjacent to pools or spas. Swimming Pools 403.9 Pool pumps and pool pump motors with a total horsepower(HP)of= 1 &Spas HP shall have the capability of operating at two or more speeds. Spas and heated pools must have vapor-retardant covers or a liquid cover or other means proven to reduce heat loss except if 70%of heat from site-recovered energy. Off/timer switch required. Gas heaters minimum thermal efficiency=78% (82% after 4/16/13). Heat pump pool heaters minimum COP= 4.0. Cooling/heating 403.6 Sizing calculation performed&attached. Minimum efficiencies per Tables 503.2.3. Equipment efficiency verification required. Special equipment occasion cooling or heating capacity requires separate system or X variable capacity system. Electric heat>10kW must be divided into two or more stages. Ceilings/knee walls 1 405.2.1 R-19 space permitting. x 6/8/2015 9:04 AM EnergyGauge®USA-FlaRes2010 Section 405.4.1 Compliant Software Page 6 of 6 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 76 The lower the EnergyPerformance Index, the more efficient the home. Pine St, Atlantic Beach, FL, 1. New construction or existing New(From Plans) 9. Wall Types Insulation Area 2. Single family or multiple family Single-family a.Frame-Wood,Exterior R=13.0 2265.30 ft' b.Frame-Wood,Adjacent R=13.0 274.50 ft' 3. Number of units,if multiple family 1 c.N/A R= ft' 4. Number of Bedrooms 4 d.N/A R= ft' 10.Ceiling Types Insulation Area 5. Is this a worst case? No a.Under Attic(Vented) R=30.0 1247.00 ft' 6. Conditioned floor area(ft2) 1987 b.Knee Wall(Vented) R=19.0 145.00 ft' c.N/A R= ft' 7. Windows" Description Area R ft' a. U-Factor: Dbl,U=0.34 241.79 ft' 11.Ducts a.Sup:Attic,Ret:Attic,AH:Garage 6 117.26 SHGC: SHGC=0.32 b.Sup: Attic,Ret:Attic,AH:Attic 6 141.05 b. U-Factor: N/A ft' SHGC: 12.Cooling systems kBtu/hr Efficiency c. U-Factor: N/A ft' a.Central Unit 22.6 SEER:14.00 SHGC: b.Central Unit 22.6 SEER:14.00 d. U-Factor: N/A ft2 13.Heating systems kBtu/hr Efficiency SHGC: a.Electric Heat Pump 22.0 HSPF:8.00 Area Weighted Average Overhang Depth: 3.631 ft. b.Electric Heat Pump 22.0 HSPF:8.00 Area Weighted Average SHGC: 0.320 8. Floor Types Insulation Area 14.Hot water systems Cap:50 gallons a.Slab-On-Grade Edge Insulation R=0.0 902.00 ft' a.Electric EF:0.92 b.Floor Over Other Space R=0.0 757.00 ft' b. Conservation features c.other(see details) R= 328.00 ft2 None 15.Credits Pstat I certify that this home has complied with the Florida Energy Efficiency Code for Building -1piE gr9rA Construction through the above energy saving features which will be installed (or exceeded) y, p in this home before final inspection. Otherwise, a new EPL Display Card will be completed � f,,``' =, z based on installed Code compliant features. Builder Signature: Date: Address of New Home. C7 /I c s City/FL Zip: 14 �- V WIE *Note: This is not a Building Energy Rating. If your Index is below 70, your home may qualify for energy efficient mortgage (EEM) incentives if you obtain a Florida EnergyGauge Rating. Contact the EnergyGauge Hotline at(321) 638-1492 or see the EnergyGauge web site at energygauge.com for information and a list of certified Raters. For information about the Florida Building Code, Energy Conservation, contact the Florida Building Commission's support staff. **Label required by Section 303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT. EnergyGauge®USA-FlaRes2010 Section 405.4.1 Compliant Software ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 76 The lower the EnergyPerformance Index, the more efficient the home. Pine St, Atlantic Beach, FL, 1. New construction or existing New(From Plans) 9. Wall Types Insulation Area 2. Single family or multiple family Single-family a.Frame-Wood,Exterior R=13.0 2265.30 ft' b.Frame-Wood,Adjacent R=13.0 274.50 ft' 3. Number of units,if multiple family 1 c.N/A R= ft' 4. Number of Bedrooms 4 d.N/A R= ft' 5. Is this a worst case? No 10.Ceiling Types Insulation Area a.Under Attic(Vented) R=30.0 1247.00 ft' 6. Conditioned floor area(ft') 1987 b.Knee Wall(Vented) R=19.0 145.00 ft' 7. Windows" Description Area c.N/A R= ft2 2 a. U-Factor: Dbl,U=0.34 241.79 ft' 11.Ducts R ft a.Sup:Attic,Ret:Attic,AH:Garage 6 117.26 SHGC: SHGC=0.32 b.Sup: Attic,Ret:Attic,AH:Attic 6 141.05 b. U-Factor: N/A ft' SHGC: 12.Cooling systems kBtu/hr Efficiency c. U-Factor: N/A ft' a.Central Unit 22.6 SEER:14.00 SHGC: b.Central Unit 22.6 SEERA4.00 d. U-Factor: N/A ft' 13.Heating systems kBtu/hr Efficiency SHGC: a.Electric Heat Pump 22.0 HSPF:8.00 Area Weighted Average Overhang Depth: 3.631 ft. b.Electric Heat Pump 22.0 HSPF:8.00 Area Weighted Average SHGC: 0.320 8. Floor Types Insulation Area 14.Hot water systems Cap:50 gallons a.Slab-On-Grade Edge Insulation R=0.0 902.00 ft' a.Electric EF:0.92 b.Floor Over Other Space R=0.0 757.00 ft' c.other(see details) R= 328.00 ft' b. Conservation features None 15.Credits Pstat I certify that this home has complied with the Florida Energy Efficiency Code for Building O1-VIAE STgT� Construction through the above energy saving features which will be installed (or exceeded) 4 0 in this home before final inspection. Otherwise, a new EPL Display Card will be completed �, f,,, r,.° •� p �X`� based on installed Code com t features. Builder Signature: Date: �7 7L( ..., a► Address of New Home: 7e=-r-- City/Fl-y-.- City/FL Zip: �,n�/'G �4.� ,�g'� 00 WEt�` 'Note: This is not a Building Energy Rating. If your Index is below 70, your home may qualify for energy efficient mortgage (EEM) incentives if you obtain a Florida EnergyGauge Rating. Contact the EnergyGauge Hotline at(321) 638-1492 or see the EnergyGauge web site at energygauge.com for information and a list of certified Raters. For information about the Florida Building Code, Energy Conservation, contact the Florida Building Commission's support staff. "`'Label required by Section 303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT. EnergyGauge®USA-FlaRes2010 Section 405.4.1 Compliant Software TABLE 402.4.2 AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA Project Name: Biggar Resiedence Builder Name: Street: Pine St Permit Office: Atlantic Beach City,State,Zip: Atlantic Beach,FL, Permit Number: Owner: Jurisdiction: 261100 Design Location: FL,Jacksonville COMPONENT CRITERIA CHECK Air barrier and thermal barrier Exterior thermal envelope insulation for framed walls is installed in substantial contact and continuous alignment with building envelope air barrier. Breaks or joints in the air barrier are filled or repaired. Air-permeable insulation is not used as a sealing material. Air-permeable insulation is inside of an air barrier. Ceiling/attic Air barrier in any dropped ceiling/soffit is substantially aligned with insulation and any gaps are sealed. Attic access(except unvented attic), knee wall door, or drop down stair is sealed. Walls Corners and headers are insulated. Junction of foundation and sill plate is sealed. Windows and doors Space between window/door jambs and framing is sealed. Rim joists Rim joists are insulated and include an air barrier. Floors (including Insulation is installed to maintain permanent contact with underside above-garage and of subfloor decking. cantilevered floors) Crawl space walls Insulation is permanently attached to walls. Exposed earth in unvented crawl spaces is covered with Class I Shafts, penetrations Duct shafts, utility penetrations, knee walls and flue shafts opening to exterior or unconditioned space are sealed. Narrow cavities Batts in narrow cavities are cut to fit, or narrow cavities are filled by sprayed/blown insulation. Garage separation Air sealing is provided between the garage and conditioned spaces. Recessed lighting Recessed light fixtures are air tight, IC rated, and sealed to drywall. Exception—fixtures in conditioned space. Plumbing and wiring Insulation is placed between outside and pipes. Batt insulation is cut to fit around wiring and plumbing, or sprayed/blown insulation Shower/tub on exterior wall Showers and tubs on exterior walls have insulation and an air barrier separating them from the exterior wall. Electrical/phone box on Air barrier extends behind boxes or air sealed-type boxes are installed. Common wall Air barrier is installed in common wall between dwelling units. HVAC register boots HVAC register boots that penetrate building envelope are sealed to subfloor or drywall. Fireplace Fireplace walls include an air barrier. EnergyGauge®USA-FlaRes2010 Section 405.4.1 Compliant Software Project Job: t S - - wrightsoft'' � � Date: 6l6/ 1st Floor By: M.Ellis Energy Design Systems, Inc. 11727 Brady Rd,Jacksonville,FL 32223 Phone:904-268-3670 Fax:904-268-3670 Email:ed.,1a..x@gMa l.corrx Project Information For: Biggar Residence Pine St,Atlantic Beach, FL Notes: Design information Weather: Mayport Ns, FL, US Winter Design Conditions Summer Design Conditions Outside db 39 °F Outside db 92 °F Inside db 70 °F Inside db 74 °F Design TD 31 °F Design TD 18 °F Daily range L Relative humidity 50 % Moisture difference 58 gr/Ib Heating Summary Sensible Cooling Equipment Load Sizing Structure 14318 Btuh Structure 16446 Btuh Ducts 1449 Btuh Ducts 1980 Btuh Central vent(0 cfm) 0 Btuh Central vent(0 cfm) 0 Btuh Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 15767 Btuh Use manufacturer's data n Rate/swing multiplier 0.97 Infiltration Equipment sensible load 17892 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 0 Structure 1974 Btuh Ducts 436 Btuh Heating Cooling Central vent(0 cfm) 0 Btuh Area(ft') 902 902 Equipment latent load 2409 Btuh Volume(ft3) 8118 8118 Air changes/hour 0.42 0.22 Equipment total load 20301 Btuh Equiv.AVF(cfm) 57 30 Req.total capacity at 0.73 SHR 2.0 ton Heating Equipment Summary Cooling Equipment Summary Make Goodman Mfg. Make Goodman Mfg. Trade GOODMAN,JANITROL,AMANA DISTI... Trade GOODMAN,JANITROL,AMANA DISTI... Model SSZ140241A Cond SSZ140241A AHRI ref 5722669 Coil ASPT24614A AHRI ref 5722669 Efficiency 8 HSPF Efficiency 11.5 EER, 14 SEER Heating input Sensible cooling 15820 Btuh Heating output 22000 Btuh @ 47°F Latent cooling 6780 Btuh Temperature rise 27 °F Total cooling 22600 Btuh Actual air flow 753 cfm Actual air flow 753 cfm Air flow factor 0.048 cfm/Btuh Air flow factor 0.041 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat Load sensible heat ratio 0.88 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2015-Jun-08 09:05:24 Wr19lhtsoft`- Right-Suite®Universal 2015 15.0.00 RSU17457 Page 1 ...Manual J\Biggar Residence,Pine St,Atl Bch.rup calc=MJ8 Front Door faces: W S Pro ect umma Job: - - wrightsOft�' � � Date: 6/6/ 2nd Floor By: M.Ellis Energy Design Systems, Inc. 11727 Brady Rd,Jacksonville,FL 32223 Phone:904-268-3670 Fax:904-268-3670 Email:eds..:1a..xQa gmal,corm Project Information For: Biggar Residence Pine St,Atlantic Beach, FL Notes: Design Information Weather: Mayport Ns, FL, US Winter Design Conditions Summer Design Conditions Outside db 39 'F Outside db 92 'F Inside db 70 'F Inside db 74 °F Design TD 31 'F Design TD 18 'F Daily range L Relative humidity 50 % Moisture difference 58 gr/Ib Heating Summary Sensible Cooling Equipment Load Sizing Structure 9833 Btuh Structure 13626 Btuh Ducts 3015 Btuh Ducts 4196 Btuh Central vent(0 cfm) 0 Btuh Central vent(0 cfm) 0 Btuh Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 12847 Btuh Use manufacturer's data n Rate/swing multiplier 0.97 Infiltration Equipment sensible load 17306 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 0 Structure 1799 Btuh Ducts 973 Btuh Heating Cooling Central vent(0 cfm) 0 Btuh Area(ft') 1085 1085 Equipment latent load 2772 Btuh Volume(ft) 10091 10091 Air changes/hour 0.35 0.18 Equipment total load 20078 Btuh Equiv.AVF(cfm) 58 31 Req.total capacity at 0.73 SHR 2.0 ton Heating Equipment Summary Cooling Equipment Summary Make Goodman Mfg. Make Goodman Mfg. Trade GOODMAN,JANITROL,AMANA DISTI... Trade GOODMAN, JANITROL,AMANA DISTI... Model SSZ140241A Cond SSZ140241A AHRI ref 5722669 Coil ASPT24614A AHRI ref 5722669 Efficiency 8 HSPF Efficiency 11.5 EER, 14 SEER Heating Input Sensible cooling 15820 Btuh Heating output 22000 Btuh @ 47°F Latent cooling 6780 Btuh Temperature rise 27 'F Total cooling 22600 Btuh Actual air flow 753 cfm Actual air flow 753 cfm Air flow factor 0.059 cfm/Btuh Air flow factor 0.042 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat Load sensible heat ratio 0.87 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2015-Jun-08 09:05:24 ^1 + WrlghtSOft' Right-Suite®Universal 2015 15.0.00 RSU17457 Page 2 Zb\ ...Manual J\Biggar Residence,Pine St,Atl Bch.rup Calc=MJ8 Front Door faces: W N 1st Floor 191 cfm 234 cfm 7 " 179 cfm 711 800 cfm 7 " --7 15 �� 1611 5 " ft 63 cfm 139 cfm Job M Scale: 1 :50 Performed for: Page 1 Biggar Residence Right-Suite®Universal 2015 Pine St 15.0.00 RSU17457 Atlantic Beach,FL 2015-Jun-08 09:06:10 Residence,Pine St,Atl Bch.rup N 2nd Floor 7 " 231 cfm 107 cfm 6 " 8 m 1 of _I L.� �u T 6 cfm ' 'Ir 6 " 114 cfm 102 cfm 5 " L 62 cfm Job M Scale: 1 :50 Performed for: Page 2 Biggar Residence Right-Suite®Universal 2015 Pine St 15.0.00 RSU17457 Atlantic Beach,FL 2015-Jun-08 09:06:10 ...Residence,Pine St,Atl Bch.rup - - Duct System Summary oma wrightsoftw : Zone 1 By: Project For: Biggar Residence Pine St,Atlantic Beach, FL Heating Cooling External static pressure 0.50 in H2O 0.50 in H2O Pressure losses 0 in H2O 0 in H2O Available static pressure 0.50 in H2O 0.50 in H2O Supply/return available pressure 0.340/0.160 in H2O 0.340/0.160 in H2O Lowest friction rate 0.182 in/100ft 0.182 in/100ft Actual air flow 800 cfm 800 cfm Total effective length(TEL) 275 ft SupplyDetail Table Design Htg Clg Design Diam H x W Duct Actual Ftg.Egv Name (Btuh) (cfm) I (cfm) FR (in) (in) Matl Ln(ft) Ln(ft) ITrunk Dining c 3974 176 179 1 0.198 7.0 Ox 0 1 ShMt 1 12.0 160.0 st3 Foyer I c 30891 1391 139 I 0.1921 6.01 Ox 0 I ShMt I 27.0 I 150.0 I st3 Great h 5358 234 227 0.197 7.0 Ox 0 ShMt 33.0 140.0 st3 Kitchen I c 42471 1881 191 1 0.1821 7.01 Ox 0 1 ShMt 1 22.0 1 165.0 1 st3 Powder I C 13971 631 63 I 0.2521 5.01 Ox 0 I ShMt I 30.0 I 105.0 I st3 SupplyTrunk Detail Table Trunk HtgClg Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FR (fpm) (in) (in) Material Trunk st3 Peak AVF 800 800 0.182 868 13.0 0 x 0 ShtMetl TableReturn Branch Detail Grill Htg Clg TEL Design Veloc Diam H x W Stud/Joist Duct Name Size(in) (cfm) (cfm) (ft) FR I (fpm) (in) (in) Opening(in) Matl Trunk rb2 Ox 0 800 800 88.0 0.182 652 15.0 Ox 0 ShMt Boldlitalic values have been manually overridden 2015-Jun-08 09:05:52 �.` wrightSOft' Right-Suite®Universal 2015 15.0.00 RSU17457 Page 1 /K:CA ...Manual D\Biggar Residence,Pine St,Atl Bch.rup Calc=MJ8 faces: W -�- wrightsoft Duct System Summary Job: a e: Zone 2 By: Project Information For: Biggar Residence Pine St,Atlantic Beach, FL Heating Cooling External static pressure 0.50 in H2O 0.50 in H2O Pressure losses 0 in H2O 0 in H2O Available static pressure 0.50 in H2O 0.50 in H2O Supply/return available pressure 0.339/0.161 in H2O 0.339/0.161 in H2O Lowest friction rate 0.201 in/11 0.201 in/100ft Actual air flow 800 cfm 800 cfm Total effective length(TEL) 249 ft SupplyDetail Table Design Htg Clg Design Diam H x W Duct Actual I Ftg.Egv Name (Btuh) (cfm) (cfm) FR I (in) (in) Matl Ln(ft) Ln(ft) Trunk Bath h 1847 62 62 1 0.300 4.01 Ox 0 ShMt 8.0 105.0 st1 Bed 2 c 3192 107 107 0.202 6.0 Ox 0 ShMt 18.0 150.0 st2 Bed 3 I h 3020 I 102 I 101 I 0.2201 5.0 I Ox 0 I ShMt I 14.0 I 140.0 I st1 Bed 4 h 33701 1141 114 1 0.2121 6.01 Ox 0 ShMt 1 10.0 150.0 st1 Hall c 13621 451 46 1 0.2071 4.01 Ox 0 ShMt 1 4.0 160.0 st2 M.Bath h 42391 1431 141 1 0.2551 6.01 Ox 0 ShMt 1 28.0 105.0 1 st2 Master I c 68971 2271 231 I 0.201 I 7.01 Ox 0 I ShMt 1 29.0 140.0 st2 • • Trunk Detail Table Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FR (fpm) (in) (in) Material Trunk SO Peak AVF 278 276 0.212 797 8.0 0 x 0 ShtMetl st2 I Peak AVF I 522 I 524 I 0.201 I 793 I 11.0 I 0 x 0 I ShtMetl TableReturn Branch Detail Grill Htg Clg TEL Design Veloc Diam H x W Stud/Joist Duct Name Size(in) (cfm) I (cfm) (ft) FR (fpm) I (in) (in) Opening(in) Matl Trunk rb3 Ox 0 800 800 80.0 0.201 1 652 15.0 Ox 0 ShMt Soldlitalic values have been manually overridden 2015-Jun-08 09:05:52 r wrightsoft Right-Suite®Universal 2015 15.0.00 RSU17457 Page 2 ACCk ...Manual D\Biggar Residence,Pine St,All Bch.rup Calc=MJ8 faces: W 2 DESCRIPTION: LOT 531, PLAT OF SALTAIR SECTION NO. 3, A SUBDIVISION ACCORDING TO THE PLAT THEREOF RECORDED IN PLAT BOOK 10, PAGE 16, IN THE PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. O� FOUND 1/2" .0 w®Iv IRON PIPE r�V'■ 1 "NO ID" BENCHMARK 2 SET MAG NAIL & DISK elk, p "SSMC TRAY" 9' ) W��RSRyO�P ELEV (5.90) eRzQp os LOY 531 S/oloql, ID FR � gp(Pg (VACANT)) 53DRESS #255 (NOT POSTED) Cj zoo 700 U ` �v `'O p 100 00, 4� �O ORS FW SFR ryy �7 S 4D� qy ss FOUND 1/2" �^>� � v �' �S• IRON PIPE BENCHMARK 1 c0 �' 82, pR B� "NO ID" X-CUT ON N. O c0 CIO' Op RIM OF SEWER �. 7 MANHOLE W;�O N� �FS7 TO FO O ELEV = (6.34) �-� ��o• r6 of/VC, ^� \ () (6 8J PFA OSFO OJ 3.5 C) FOUND 3/4" S•eO U 2 Q 00• ^ IRON PIPE R�, Q UO i Off' "NO ID" } gogA O,, 91Q lb" 70°. o°00, 1( ,.01 FOUND 3/4•• �0•\y O IRON PIPE O "NO ID" 0 N ; �q�c �O FOUND "N1 do, LI IRON ROD ALf� O ID" T�LOi1,Y4,S �LEGEND & ABBREVIATIONS B.R.L. =BUILDING RESITICTION GST 411 L (M) =MEASURED Op X11 4 (P) =PLAT #4 ELEV =ELEVATION LB =LICENSE BUSINESS .� = 20 ' SAN. =SANITARY GRAPHIC SCALE C.O. =CLEAN OUT OHL =OVERHEAD LINE 0 10 20 40 F.F.E. =FINISHED FLOOR ELEVATION C V =POWER POLE SURVEYORS REPORT: A_TER =WATER METER/VALVE ASSEMBLY 1. No Bearings shown on t=(9-04) tair Section No. 3, Plot angles are assumed to be 90'. 2. Elevations are shown threfer to the following benchmark: Mag nail & disk located northwest of the intersection of Pine Street and Atlation = (9.04), North American Vertical Datum of 1988 (NAVD-88). Site benchmarks are shown hereon and are relative to (NAVD-88). 3. Easements or rights of way that appear on recorded plans or that have been furnished to the surveyor by others have been incorporated into this drawing with appropriate notation. 4. No underground installations or improvements have been located except as noted. 5. There is no visible evidence on the ground of use of the property which might suggest a possible claim of easement 6. Measurement methods used for this survey meet STANDARDS OF PRACTICE FOR LAND SURVEYING per Chapter 5J-17.050—.052 requirements. 7. Not valid without the signature and the original raised seal of a Florida licensed surveyor and mapper. 8. Features shown by symbol as indicated in legend are not to scale. 9. This survey completed without the benefit of a title commitment. 10. Unless shown, only those visible features in the immediate vicinity of the above described parcel boundary have been located. 11. Dimensions are shown in feet and decimals thereof. 12. The above described parcel contains 0.12 acres, more or less. 13. Based on the National Flood Insurance Program FIRM Map No. 12031CO409H, dated 06-03-2015 the above described property is in flood zone NOTICE OF LIABILITY: This survey is certified to those individuals shown on the face thereof. Any other use, benefit or reliance by any other party is strictly prohibited and restricted. Surveyor is responsible only to those certified and hereby disclaims any other liability and hereby restricts the rights of any other individual or firm to use this survey, without the expressed written consent of the Surveyor. SKETCH OF PLOT PLAN CERT. NO. LB 2109 Survey Date: Scale: SOUTHEASTERN SURVEYING AN5 MAPPING CORP. 07-07-2015 1" = 20' Cypress Business Center 8301 Cypress Plaza Dr., Suite 104 Drawing Number Drawn By: Jacksonville, Florida 322.56 59529003 JMB (904)737-5990 Fax (904)737-5995 e—mail: info®ssmc.us Certified to LEGEND jni *=SET MAG NAIL & DISK "LB2108" AUG 07 O=FOUND IRON AS NOTED ' «� Robert W. Gardner P.S.M. P» Professional Surveyor and Mapper No. 5603 Ed I I DESCRIPTION: <S-VP5 S 2 i ry /ramie mer LOT 531, PLAT OF SALTAIRI SECTION NO. 3, A SUBDIVISION ACCORDING TO THE PLAT THEREOF RECORDED IN PLAT BOOK 10, PAGEi`16,!IN THE PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. /70 .9 FOUND l 1/2" ( KK i J "^ ��K�� IRON PIPE "NO ID" U n P��u�t� G BENCHMARK 2 '' � 4� �-f' A SET MAG NAIL & DISK �/K/ �� re,,, �%� 7((VOAA('A SSMC TRAY" /v (6ELEV = (5.90) ZP ^4 T 5 3�1� ova <� Q {� NT) �jj+�� Q� r�� 9• 39 �M� �; ��'e'�� ADDRESS #255 ��/vC' oo j top, �o (NOT POSTED) e AROa \ 17000 0 0!- Q h �sFo h O S FOUND 1/2., ro' BENCHMARK 1 " S' IRON PIPE X-CUT ON N. O i9?' AR \ B' "NO ID" RIM OF SEWER i O 0j, 7 0A0 E EV MANHOLE(6.34) ✓ .200, (-6 R 0 'rte �6 8 \ RjR4�°OSFO JLO I I 3p9 Gjlva(vh Q, FOUND 3/4" \ .� OeO Z-, Q) /d IRQN PIPE Q'�O?Qlvo' N, ID" 20, / Q oiDp� .19 \ he; 1 ,700 0 0( FOUND 3/4" 120-; ^ O' / 1-Y O IRON PIPE ; /'� 60J ?p (�� OQi 'NO ID' Z Cv � jo/ — S g6 3g�( e (moo I max ' �ssJ cS0 � , ZY �` I FOUND 1/2" vt� ' ' A � `., IRON ROD jJ�l Q�j� v /1 C' �I `9S' A � LEGEND & ABBREVIATIONS B.R.L. =BUILDING RESITICTION 2 (/�y 2 q/ (P), =PLAT MEASURED � �IIJ �tj� ELEV =ELEVATION LB =LICENSE BUSINESS V= 20- e �S SAN. =SANITARY GRAPHIC SCALE C.O. =CLEAN OUT O 10 ZO OHL =OVERHEAD LINE 4O I F.F.E. =FINISHED FLOOR ELEVATION =POWER POLE SURVEYORS R PORT: waren =WATER METERIVALVE ASSEMBLY 1. No Bearings shown on the,plat df Saltair Section No. 3, Plat angles are assumed to be 90•. 2. Elevations are shown thus:: (9. 4 and refer to the following benchmark: Mag nail & disk I located northwest of the intersection of Pine Street and Atlontic Bl\d,I elevation = (9.04), North American Vertical Datum of 1988 (NAVD_88). Site benchmarks are shown hereon and are relative to (NAVD_88). 3. Easements or rights of w+, t at l appear on recorded plans or that have been furnished to the surveyor by others have been incorporated into this drawing wif(h appropriate notation. 4. No underground install ationsor, improvements have been located except as noted. 5. There; is no visible evidence ori ihe ground of use of the property which might suggest P possible claim of easement 6. Measufement methods used fo{ 1his survey meet STANDARDS OF PRACTICE FOR LAND SURVEY�NG per Chapter 5J-17.050—.052 requirIpments. Not valid without the signature and the original raised seal of a Florida licensed surveyorl and mapper. Features shown by symbo:,l as indicated in legend are not to scale. j 9. This survey completed witijout thl benefit of a title commitment. 10. Unless shown, only those i visible �eotures in the immediate vicinity of the above described parcel boundary have been located. 11. Dimensions are shown in (feet IPn'd decimals thereof. 12. The above described parc'eI contains 0.12 acres, more or less. 13. Based; on the National Flood Ir�SLrance Program FIRM Map No. 12031CO409H, doted 06-03-2015 the above described property is in flood zone ' NOTICE OF LIABILITY: This survey is certified to those individuals shown on the face thereof. Any other use, benefi or reliance by any other party is strictly prohibited and restricted. Sj�rYeyor is responsible only to those certified and hereby d sclaims any other liability and hereby restricts the rights of any other i.nlldi Ividual or firm to use this survey, without the expressed written consent of the Surveyor. I SKETCH OF PLOT PLAN CERT. NOi LB 2108 Survey Date: Scale: SOUTHEASTERN SURVEYING AND MAPPING CORP. 07-07-2015 1" = 20' Cypress Business Center 301 Cypress Plaza Dr., Suite 104 Drawing Number Drawn By: Jacksonville, Florida 32256 11-7L-i 7", 59529003 — — JMB 0904)737 5990 Fax (904)737 5995 Certified to: e—mail: info®ssmc.us LEGEND BOTTOM LINE VENTURES *=SET MAG NAIL & DISK "L821 08' =FOUND IRON AS NOTED ! + I Robert X Gardner P.S.M. Professional Surveyor and Mapper No. 5603 ENGINEER OF RECORD TO REVIEW ALL BEAM AND TRUSS ENGINEERING AND 0-0 SIZE HEADERS, COLUMNS AND CAPS 0) 00 WHERE NECESSARY. TRUSS FABRICATOR ° DE CA 0�00 WILL NOT BE RESPONSIBLE FOR REPAIRS N RESULTING FROM TRUSS OR BEAM r J0 ooh BEING INADEQUATELY SUPPORTED. O11 V) ° gym m�m 1` N ITj 000m N IY =E=o Hangers are Simpson Strong—Tie Unless Noted Otherwise °' W HUS26 / FL10655.94 x'>�n Woo aotm CJ47 THA422 / FL10447.22 m o Q° "Y � CJ49 O UO m�>o All Beams Are Boise Cascade VERSA—LAM SP // FL1644.1 0 m W Sao w; CJ48 Q Q� Alpine Connector Plates Z mss EJ44 Alpine HS // FL1999.2 Alpine Wave // FL1999.3 m W EJ44 V) °E o Engineer of Record w�E= EJ44 Jeffrey P. Arneson W U.0"CL 80 Apex Technology � Eo 07 EJ44 0 4745 Sutton Park Court 0 A.'_j° Jacksonville, FL. 32224 EJ43 904-821-5200 i) EJ43 License Number. 58544 ` T 0 m° Customer Name: Bottom Line Ventures F EJ43 Job Name: Pine St. Atlantic Bch 0 O Drawing Number. 50503B Q� Q EJ43 �, g�_ Drawn By. Larry Ruckel ° 00 ° — o J43 Z Floor. 16 SY429i EJ43 Pitch: 6/12 0 0°02 Overhang: 16„ 0 0 W ov am 00 C ,J45 Wind Code: 130 MPH ASCE 7-10 Exposure b Closed SCC_ 0 CJ46 Beam List 0 m m o Mark / Description Joao as CJ47 FB01 / (2 Ply) 1.75" x 16" x 17'-0„ Z m F1302 / (2 Ply) 1.75" x 16„ x 20'-0„ E'2 Doe f— m oar i— yDom vR � Q o�;o �UOm L 101051-011- 0aO 0 O mmwd m0°o L�D.r mmOm ymEm FELE. COPS( /•.. r,r.;ll4L*&j u�\Wilt r"III` 34' C) C- n n o tiv v W W W W N N N� W W W C4n W N O ED 00 ED cn O J P, CJ4 CJ4 - -- -- I CJ4 - -- -- -- I I I I I I EJ4 '1111 I I I I I I I I i I EJ4 I I I I I I I I I EJ4 I j I i I I I I I EJ4 - -- -- --- I I I EJ4 -- - - - - EJ4 h, EJ4 EJ4 EJ4 EJ4 E38 1 14 11 j E39 E39 E39 , IN � E40 U' r Alpine, an ITW Company " ., 2400 Lake Orange Drive suite 150 Orlando FL 32837 `�� t�t � Florida Engineering Certificate of Authorization Number:0 278 V •e•'�` � `t••�� ./ Florida Certificate of Product Approval#FL1999 3 A*O��j4 Jn'�• v Page I of 1 Document ID:IVHB235-ZO512110940 • • • • n • so. 646 • S Truss Fabricator: Lunber Un I inti ted alk i Job Identification: 50503B-(BOTTOM LINE )PINE ST. DUVAL CTY (50503B-(BOTTOM LIVE )XI NES� AT CTY) Truss Count: 22 ?A ; / '4/ Model Code: Florida BuiIding Code 2014 or 2010 %��j•'• C P�'•�4� Truss Criteria: FBC201ORes/TPI-2007(STD) �/c�.'••.L CJr'��••'�`#,#*' Engineering Software: Alpine Software,Version 15.01. ��5`S'.�� q�- � '� Structural Engineer of Record: Jeffrey P. Arneson 58544 hMlMItrRItUU�� Address: 4745 Sutton Park Court Jacksonville, FL46 Minimum Design Loads: Roof - 37.0 PSF @ 1.25 Duration 06/12/2015 Floor - N/A Wind - 130 MPH ASCE 7-10 -Closed Notes: 1. Determination as to the suitability of these truss components for the Douglas Fleming structure is the responsibility of the building designer/engineer of -Truss Design Engineer- record, as defined in ANSI/TPI 1 2. The drawing date shown on this index sheet nest match the date shown 2400 Lake Orange Dr,Suite 150 on the individual truss conponent drawing. Orlando FL,32837 3. The loads indicated on all referenced girder trusses are consistent with the truss layout provided by Lunber Unlimited for the above referenced job identification. Loads applied by non-truss elenents and basic load parameters are to be reviewed and approved by the EOR/building designer. 4. As shown on attached drawings; the drawing number is preceded by: HCUSR235 Details: 14030EC1-GBLLETIN- # Ref Description Drawing# Date 1 05478--D28 15163087 06/12/15 Engineering Business- 2 05479--D29 15163070 06/12/15 JAX APEX TECHNOLOGY INC 3 05480--D30 15163071 06/12/15 4745 Sutton Park rt,Suite 402 4 05481--D31 15163072 06/12/15 acksonville,F i 5 05482--D32 15163073 06/12/15 4-821-52 6 05483--D33 15163085 06/12/15 FL d of N0.7547 7 05484--034 15163074 06/12/15 8 05485--D35 15163075 06/12/15 H PAWING EVIEW DISPOSITION 9 05486--D36 15163076 06/12/15 P VED PPROVED AS NOTED 10 05487--D37 15163086 06/12/15 0 O PRO 11 05488--E38 15163091 06/12/15 12 05489--E39 15163077 06/12/15 13Y DATE 13 05490-440 15163088 06/12/15 Engineer of Record; 14 05491--HJ41 15163089 06/12/15 Derek B.M urr2y 15 05492--HJ42 15163090 06/12/15 FL Cert No.71451 16 05493--EJ43 15163078 06/12/15 17 05494--EJ44 15163079 06/12/15 TTENTION:Revlewofshop drawingsIs 18 05495--CJ45 15163080 06/12/15 my for conformance with the design concept 19 05496--CJ46 15163081 06/12/15 f the project and does not relieve the 20 05497--CJ47 15163082 06/12/15 Jelegated engineer of responsibility for any 21 05498--CJ48 15163083 06/12/15 leviation from the requirements of the 22 05499--CJ49 15163084 06/12/15 Contract documents nor from responsibility for rrors or omissions in the shop drawings. 1 1 rtv W a� E r cow < r 0 0) CD O CD (13 c coo 0 0) N •� 0) r m 0 rt rt (A 3 3 rt 0 a w rt•0 - 0 N�(A 0 (D rt- rt - a a S C7 c Ln 8 (D 0) 0 O CD O (0 -•3 (D N n 0 (D O 10 *kaS 1 0 a 3 - co3•0 1 �x SS (a Q 0) rt O n S (D A 0 0 N Co =O J 7 rt CI 0) A < Q CD O O S a 0- f 0) UI V)CL rt D- 1 3 o m r-W-• v m r,rt 0) 1 II 07 C N NN O o o y 0 d C4 W 0 - a s a 0) m a CD x 3k x x --I Z 000 (D (D 3 - rt- ANAA W --1 G C Of (D CI a O rt N 0,; O (D 3 a rt S N 0 N N N ^ c A. 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D O 3 A3 Iy A J rp ° " N P O m 3 _ 3 h m 3 P y3+� J3 3 Z r A n 3 O m 3 ; i-F °� l 6 �-3 O m1 O C7 m-P 310 10 Q 6-� S m m 3m N P 3 n l 3 _ Z � O 3 n h N x X A 0 33 h f0 N r '^O N m D N m- o rD m a -m 0. 05- 3 { onmm 07 11 � � -3 h3 U3 Q�h I m m O 3 (/I x Q m l j fl Q N P O 3 m o nF + Q m l �l W C1 S O h +� Q N (70, m 3 D P 3 N N h N j In r n 0 m I '} Wo i N ° '.m s m h •m 0 a x p 3 h¢ P A D fTl W O n N 3 m m 0 - 3 n < r,W h-D N� 0 £ 3 3 31O V 6 7 X it S m \ �N �P N� x 3 n O h 6 m- 3 O m O.3 6 w w C,:, N o p m h Cj 77 m in rF d r 1 m II 3 3 h 3 3 t:o 3 N n 6 A M \ Z t0 6 N P y 30 �m N z < n - o m M. A --1 ENGINEER OF RECORD TO REVIEW ALL 0.-0 BEAM AND TRUSS ENGINEERING ANDX20 SIZE HEADERS, COLUMNS AND CAPS m=T WHERE NECESSARY. TRUSS FABRICATOR - N WILL NOT BE RESPONSIBLE FOR REPAIRS RESULTING FROM TRUSS OR BEAM BEING INADEQUATELY SUPPORTED. (D LL't V) m N LO °NC` N I o�'o Hangers are Simpson Strong—Tie Unless Noted Otherwise _ W g6�o HUS26 / FL10655.94 �° p C� THA422 / FL10447.22OY m o(n/'�Q Omoot All Beams Are Boise Cascade VERSA—LAM SP // FL1644.1 000 0 m CU nnd L.L7� O Alpine Connector Plates <�w; Alpine HS // FL1999.2 0 a�nL °, Alpine Wave // FL1999.3 Z m 0'2 Q 20°0 Engineer of Record ' Jeffrey P. Arneson `-y° °5Ec Apex Technology o 4745 Sutton Park Court ��E° Jacksonville, FL. 32224 °O 904-821-5200 U License Number. 58544 Customer Name: Bottom Line Ventures Job Name: Pine St. Atlantic Bch 0 0 mo Drawing Number. 50503A of —� Drawn By. Larry Ruckel o- U�o-m, Floor. 16" SY42 U C I � O Pitch: 6/12 I_ Szo Overhang: 16 ° °o Wind Code: 130 MPH ASCE 7-10 Exposure B Closed Z ori E O O O w+O O+°'a _W°2 Beam List o Mark / Description FB01 / (2 Ply) 1.75" x 16" x 17'-0" ' ammo 1602 / (2 Ply) 1.75" x 16" x 20'-0" Z .OUB � O— v>,oa na °o O o n 0l m m Oft n Q Vo- W CC +C C pDoOU OU _i. -yam L m°aO Qw �mOm yoEm FILE COPY / 13'8" - I — 20'4" 0 rn m M m mm m M m m C- C- C- C- C- C- C- C-C- C- C- C- C- 0 C) 93 C- C- C- ri N3 " N KN ro K CJ2 CJ27 CJ21 CJ26 CJ2,1 NFB01 CJ25 A16 V TI TI -Tj 0 u u :c Ell F15 F14 F10 F13 C18 CJ26 CJ27 Bl N CJ2E CAJ26 C-i ri m m m m m C- C-CJ2C- n27 -r� CD C- C- K)C- C- N) ti- L 0 m m m M m m m 0 0 'IV C- C- C- C- C. C- C- C- C- C- C- fQ rl) 11) 'PO m C4 u u (A U C4 W 0) 20 14'- 34' Alpine, an ITW Company 2400 Lake Orange Drive suite 150 Orlando FL 32837 Florida Engineering Certificate of Authorization Number:0 278 d �O'' f� �•�• �Ayh Florida Certificate of Product Approval#FL 1999 Q •��"f�+�. •r:GT Page 1 of I Document ID:1 VHB235-ZO612110950 � • / j+ • s J�IC e • Truss Fabricator: Lumber Un I i mi ted Job Identification: 50503A-(BOTTOM LINE )PINE ST. DUVAL CTV (50503A-(BOTTOM L IME )FkJ NE' $, � £�` C7"l j• � Truss Count: 25 ="� )�? AT"' •' Model Code: Florida BuiIding Code 2014 or 2010 °.��`•• �� GR • ••' Truss Criteria: FBC201ORes/TPI-2007(STD) °�i��•••'••.:�.••'.�,`�j� Engineering Software: Alpine Software,Versions 12.03, 13.02, 15.01. SNA_ Y Structural Engineer of Record: Jeffrey P. Arneson 58544 ,ybk(IIry�, µtA10*0" Address: 4745 Sutton Park Court Jacksonville, FL46 Minimum Design Loads: Roof - 37.0 PSF @ 1.25 Duration 06/12/2015 Floor - 55.0 PSF @ 1.00 Duration Wind - 130 MPH ASCE 7-10 -Closed Notes: 1. Determination as to the suitability of these truss components for the Douglas Fleming structure is the responsibility of the building designer/engineer of -Truss Design Engineer- record, as defined in ANSI/TPI 1 2. The drawing date shown on this index sheet must match the date shown 2400 Lake Orange Dr,Suite 150 on the individual truss component drawing. Orlando FL,32837 3. The loads indicated on all referenced girder trusses are consistent with the truss layout provided by Lumber Unlimited for the above referenced job identification. Loads applied by non-truss elements and basic load parameters are to be reviewed and approved by the EOR/building designer. 4. As shown on attached drawings; the drawing number is preceded by: HCUSR235 Details: STRBRIBR-DEFLCAMB- # Ref Description Drawing# Date 1 05500-403 15163001 06/12/15 2 05501-404 15163005 06/12/15 3 05502-405 15163007 06/12/15 Engineering Business: 4 05503-406 15163003 06/12/15 JAX APEX TECHNOLOGY ING 5 05504-407 15163011 06/12/15 4745 Sutton Park Court,Suite 402 6 05505-408 15163010 06/12/1 XacksonEAWI 7 05506--F09 15163008 06/12/15 g\4-8218 05507--F10 15163006 06/12/15 FNo.7547 9 05508--F11 15163004 06/12/1510 05509--F12 15163002 06/12/15 VIEW DISPOSITIO 11 05510-413 15163013 06/12/15 PP VED APPROVED AS NOTED 12 05511-414 15163012 06/12/15 io OT P V 13 05512-415 15163009 06/12/15 14 05513-416 15163103 06/12/15 13 :_:�)DATEL6"Z3�1 15 05514-417 15163098 06/12/15 Engineer of Record' 16 05515--C18 15163099 06/12/15 Derek B. Murray 17 05516--HJ19 15163100 06/12/15 FL Cert No.71457 18 05517-4J20 15163101 06/12/15 1 19 05518--HJ21 15163102 06/12/15 ATTENTION:Review of shop drawings Is 20 05519--EJ22 15163092 06/12/15 21 05520--EJ23 15163093 06/12/15 only for conformance with the design concept of the project and does not relieve the 22 05521--EJ24 15163094 06/12/15 23 05522--CJ45 15163095 06/12/15 ,delegated engineer requirements responsibility atty deviation from the requirements of the 24 05523--CJ46 15163096 06/12/15 contract documents nor from responsibility far 25 05524--CJ47 15163097 06/12/15 errors or omissions in the shop drawings. FILE COPY Z • rm't'o 0 7 \c 0 0 r O -0 w a rt v u, gi m AK C7rtm ON� SSS O O OC ca-i O� U, 7 CD C OHO OOD v D z ( (n C-)'I nc-)z m o w� u C.Q. m CL C c - O'a AAA W 9 D U 61 9 A N 3 7 K U K CD N N N � Z - X N N cr"1 D N -i y 0 O N r - W rt w e r-0. 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CD m y a) 3 = d m " C -1 -n 0 m a ws c c o m O < Z m 71 Zd CD C', -� N -nL A W " ?C 2 'O W U! a N G ' \ fa WT N CTS T �� ? w N rt N o cn W O (n T � ®Boise Cascade Double 1-3/4" x 16" VERSA-LAM® 2.0 3100 SP Floor Beam1FB01 Dry 1 span No cantilevers 10/12 slope Thursday,June 04,2015 BC CALCI Design Report Build 3272 File Name: 50503.bcc Job Name: 50503 Description: Designs\FBO1 Address: PINE ST. Specifier: City, State,Zip:Jacksonville, FI Designer: RICHARD TINGLEY Customer: Company: Lumber Unlimited Code reports: ESR-1040 Misc: I � I I I I I I I I I I I I I I I 16-03-00 131,3-1/2" 130,3-1/2" Total Horizontal Product Length=16-03-00 Live Dead Snow Wind Roof Live Trib. Load Summary Tag Description Load Type Ref. Start End 100% 90% 115% 160% 125% 1 Standard Load Unf.Area(Ib/ft^2) L 00-00-00 16-03-00 40 15 09-04-00 2 Unf. Lin. (Ib/ft) L 00-00-00 16-03-00 0 110 n/a 3 Trapezoidal(Ib/ft) L 00-00-00 0 0 n/a 06-00-00 82 101 n/a 4 Conc. Pt. (Ibs) L 07-00-00 07-00-00 911 1,069 n/a 5 Conc. Pt. (Ibs) L 09-00-00 09-00-00 490 575 n/a 6 Conc. Pt. (Ibs) L 11-00-00 11-00-00 490 575 n/a 7 Conc. Pt. (Ibs) L 13-00-00 13-00-00 490 575 n/a 8 Conc. Pt. (Ibs) L 15-00-00 15-00-00 490 575 n/a Controls Summary Value %Allowable Duration Case Location Pos. Moment 27,426 ft-Ibs 73.4% 100% 1 08-03-00 End Shear 5,930 lbs 55.7% 100% 1 01-07-08 Total Load Defl. U329(0.576") 72.9% n/a 3 08-03-00 Live Load Defl. U667(0.284") 53.9% n/a 6 08-03-00 Span/Depth 11.8 n/a n/a 0 00-00-00 %Allow %Allow Bearing Supports Dim (L x W) Value Support Member Material BO Post 3-1/2"x 3-1/2" 6,715 lbs n/a 73.1% Unspecified 131 Post 3-1/2"x 3-1/2" 8,032 lbs n/a 87.4% Unspecified Notes Design meets Code minimum(L/240)Total load deflection criteria. Design meets Code minimum (L/360) Live load deflection criteria. Calculations assume Member is Fully Braced. Design based on Dry Service Condition. Deflections less than 1/8"were ignored in the results. Page 1 of 2 ®Boise Cascade Double 1-3/4" x 16" VERSA-LAM® 2.0 3100 SP Floor Beam\F1301 Dry 1 span No cantilevers 10/12 slope Thursday,June 04,2015 BC CALC®Design Report Build 3272 File Name: 50503.bcc Job Name: 50503 Description: Designs\FB01 Address: PINE ST. Specifier: City, State,Zip:Jacksonville, FI Designer: RICHARD TINGLEY Customer: Company: Lumber Unlimited Code reports: ESR-1040 Misc: Connection Diagram Disclosure r►I b d Completeness and accuracy of input must Li be verified by anyone who would rely on a output as evidence of suitability for • • • particular application.Output here based on building code-accepted design c properties and analysis methods. Installation of BOISE engineered wood • products must be in accordance with current Installation Guide and applicable building codes.To obtain Installation Guide or ask questions,please call a minimum=2" c= 12" (800)232-0788 before installation.\n\nBC b minimum=3" d=24" CALC®,BC FRAMER®,AJS-, ALLJOISTO,BC RIM BOARD1m,BCI®, Connection design assumes point load is top-loaded. For connection design of side-loaded BOISE GLULAMTM SIMPLE FRAMING point loads,please consult a technical representative or professional of Record. SYSTEM@,VERSA-LAM@,VERSA-RIM PLUS@,VERSA-RIMO, Member has no side loads. VERSA-STRANDO,VERSA-STUDO are Connectors are: 16d Sinker Nails trademarks of Boise Cascade Wood Products L.L.C. Page 2 of 2 ®Boise Cascade Double 1-3/4" x 16" VERSA-LAMS 2.0 3100 SP Floor Beam\FB02 Dry 11 span No cantilevers 10/12 slope Thursday,June 04,2015 BC CALCO Design Report Build 3272 File Name: 50503.bcc Job Name: 50503 Description:Designs\FB02 Address: PINE ST. Specifier: City, State,Zip:Jacksonville, FI Designer: RICHARD TINGLEY Customer: Company: Lumber Unlimited Code reports: ESR-1040 Misc: 3 � 20-00-00 B0,3-1/2" B1,3 1/2" Total Horizontal Product Length=20-00-00 Live Dead Snow Wind Roof Live Trib. Load Summary Tag Description Load Type Ref. Start End 100% 90% 115% 160% 125% 1 Standard Load Unf.Area(Ib/ft"2) L 00-00-00 20-00-00 40 15 02-00-00 2 Unf. Lin. (Ib/ft) L 00-00-00 20-00-00 0 110 n/a 3 Unf.Area(Ib/ft"2) L 00-00-00 20-00-00 17 20 03-00-00 Controls Summary Value %Allowable Duration Case Location Pos. Moment 13,710 ft-lbs 36.7% 100% 1 10-00-00 End Shear 2,405 lbs 22.6% 100% 1 01-07-08 Total Load Defl. U547(0.429") 43.9% n/a 3 10-00-00 Live Load Defl. U1,626(0.144") 22.1% n/a 6 10-00-00 Max Defl. 0.429" 57.2% n/a 3 10-00-00 Span/Depth 14.7 n/a n/a 0 00-00-00 %Allow %Allow Bearing Supports Dim (L x 1M Value Support Member Material BO Post 3-1/2"x 3-1/2" 3,122 lbs n/a 34% Unspecified B1 Post 3-1/2"x 3-1/2" 3,122 lbs n/a 34% Unspecified Notes Design meets Code minimum(U240)Total load deflection criteria. Design meets Code minimum(0360) Live load deflection criteria. Design meets arbitrary(0.75") Maximum total load deflection criteria. Calculations assume Member is Fully Braced. Design based on Dry Service Condition. Deflections less than 1/8"were ignored in the results. Page 1 of 2 ®Boise Cascade Double 1-3/4" x 16" VERSA-LAM(g) 2.0 3100 SP Floor Beam1F1302 Dry 1 span No cantilevers 10/12 slope Thursday,June 04,2015 BC CALC@ Design Report Build 3272 File Name: 50503.bcc Job Name: 50503 Description: Designs\FB02 Address: PINE ST. Specifier: City, State,Zip:Jacksonville, FI Designer: RICHARD TINGLEY Customer: Company: Lumber Unlimited Code reports: ESR-1040 Misc: Connection Diagram Disclosure b d Completeness and accuracy of input must be verified by anyone who would rely on a output as evidence of suitability for • • • particular application.Output here based on building code-accepted design c properties and analysis methods. Installation of BOISE engineered wood • • products must be in accordance with current Installation Guide and applicable building codes.To obtain Installation Guide or ask questions,please call a minimum=2" c= 12" (800)232-0788 before installation.\n\nBC b minimum=3" d=24" CALC®,BC FRAMER@,AJS-, ALLJOIST@,BC RIM BOARD-,BCI@, Member has no side loads. BOISE GLULAM- SIMPLE FRAMING Connectors are: 16d Sinker Nails SYSTEM@,VERSA-LAM@,VERSA-RIM PLUS@,VERSA-RIM@, VERSA-STRAND@,VERSA-STUD@ are trademarks of Boise Cascade Wood Products L.L.C. Page 2 of 2 CITY OF ATLANTIC BEACH�, COPY rj��1JiJ �, Building Department F. I 800 Seminole Road J r Atlantic Beach,Florida 32233 (904)247-5800 J;319, PLAN REVIEW COMMENTS Permit Application # / S-- S Fo?- /( 3.5- Property Address: a 5 '5 8'),1-e 3 /,r-e Applicant: 13o#o*-r. Project: Ekrne- This permit application has been: 0. Approved 0 Reviewed and the following items need attention: / o 07 P►' a c. -PQ 5,e CJ1,// a n v OC k✓'p S a it P -- o I S 0-3 r r1?1 - .t a -e Si y� O n 7 Qr� Q C Please re-submit your application when these items have been completed. Reviewed By: Jr Date: DESCRIPTION: LOT 531, PLAT OF SALTAIR SECTION NO. 3, A SUBDIVISION ACCORDING TO THE PLAT THEREOF RECORDED IN PLAT BOOK 10, PAGE 16, IN',THE PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. u b ® vQL' IRON PIPE2,. Gu �IKS T11� k a r� "NO ID" NAIL & DISKS "SSMC TRAY" /A, ,ey��• LOT ELEV = (5.90) �Qy O� (6 SJ 9SiC p OSS StiO FO VVW / LSO Il 53q II o gyp) o R Q (VACANT) • �� 3g (M� �� ADDRESS #255 g o (NOT POSTED) p0 240. 7p 17 00, 00 4 FOUND 1/2" IRON PIPE �' 82. A �•B NO ID„ ^� v BENCHMARK 1 X—CUT ON N. RIM OF SEWERMANH ELEV OL(6.34) ��', 240• F �6 R0. 0 I s 8 \ �S�o '3_6 FOUND 3/4.. S \ ^ , o 6 2i 1. IRON PIPE �. Q60� °°/ V 2 "NO ID" \ OQ0�2 ti_ �"tt �t� Sir �`9 e�°� 01 X00 1 \ 60' FOUND 3/4" ",.�! OO(p � / 20 7 �O hp Q�O IRON PIPE Q 'NO ID" 1 gov) �s�� 6,33 c� 0 (s SJ ". FOUND 1/2" 0 IRONROD "NO ID" 1 V � NJ LEGEND & ABBREVIATIONS b1 S A B.R.L. =BUILDING RESITICTION /' �v (M) =MEASURED Op T 4 P4 �2 (/Oxy (P1 =PLAT f' T� TT>' ELEV =ELEVATION LB =LICENSE BUSINESS �� SAN. =SANITARY 1"= w= 20 ' C.D. =GLEAN OUT GRAPHIC SCALE OHL =OVERHEAD LINE F.F.E. =FINISHED FLOOR ELEVATION O 10 20 40 ,0 =POWER POLE SURVEYORS REPORT: waren =WATER METER/VALVE ASSEMBLY No Bearings shown on the plat f Saltoir Section No. 3, Plat angles are assumed to be 90'. 2. Elevations are shown thus: (9.044 and refer to the following benchmark: Mag nail & disk located northwest of the intersection of Pine Street and Atlantic Blvd,,Ielevotion = (9.04), North American Vertical Datum of 1988 (NAVD_88). Site benchmarks are shown hereon and are relative to, (NAVD-88). 3. Easements or rights of way that'I appear on recorded plans or that have been furnished to the surveyor by others have been incorporated into this drawing with appropriate notation. 4. No underground installations or improvements have been located except as noted. 5. There is no visible evidence on the ground of use of the property which might suggest a possible claim of easement 6. Measurement methods used for this survey meet STANDARDS OF PRACTICE FOR LAND SURVEYING per Chapter 5J-17.050—.052 requirements. 7. Not valid without the signatureand the original raised seal of a Florida licensed surveyor and mapper. 8. Features shown by symbol as indicated in legend are not to scale. 9. This survey completed without 'thy benefit of a title commitment. 10. Unless shown, only those visible ';features in the immediate vicinity of the above described parcel boundary have been located. 11. Dimensions are shown in feet pnd decimals thereof. 12. The above described parcel contains 0.12 acres, more or less. 13. Based on the National Flood Insurance Program FIRM Map No. 12031CO409H, dated 06-03-2015 the above described property is in flood zone "X" NOTICE OF LIABILITY: This survey is certified to those individuals shown on the face thereof. Any other use, benefij or reliance by any other party is strictly prohibited and restricted. Surveyor is responsible only to those certified and hereby disclaims any other liability and hereby restricts the rights of any other individual or firm to use this survey, without the expressed 'written consent of the Surveyor. SKETCH OF PLOT PLAN CERT. NO:. LB 2108 Survey Date: Scale: SOUTHEASTERN SURVEYING AND MAPPING CORP. Cypress Business Center 07-07-2015 1" = 20 8301 Cypress Plaza Dr., Suite 104 Drawing Number Drawn By: Jacksonville, Florida 32256 59mber By: (904)737-5990 Fax (904)737-5995 e—mail: info®ssmc.us Certified to: LEGEND BOTTOM 1JNE VENTURES I:)=SET MAG NAIL & DISK "LB2108" 11111111 O=FOUND IRON AS NOTED [ERobert !W. Gardner P.S.M.ssional Surveyor and Mapper No. 5603 DESCRIPTION: LOT 531, PLAT OF SALTAIR SECTION NO. 3, A SUBDIVISION ACCORDING TO THE PLAT THEREOF RECORDED IN PLAT BOOK 10, PAGE 16,1 IN THE PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. /+ Lt)/FOUND 1/2" Gins �t(� `'t� O r te/ IRON PIPE /; �f`n5 7-0 BENCHMARK 2 ��Q�j�,�/' , "NO ID" u nw .,�o�leloailltw ► �r Qom, l 6 SET MAG TJ ` A(40Q 71f �� V^ JK K7 NAIL & DISK "SSMC TRAY" Ro p�� ELEV = (5.90) �" jjj O�l (6 SJ eR�Cp OS i. StiOGyF O LOT 531 o,40t�'� Q� (VACANT) � ADDRESS #255 4 � �b' loo (NOT POSTED) /�� 10p ��(o `� 4 �� R S O FOUND IRON PIPE BENCHMARK 1 pR �•e "NO ID" X_CUT ON N. C RIM OF SEWER S OS MANHOLE W O RF lO FO ELEV = (6.34) ✓ 1100• ry VC F Ry \ �6 8 F/R�OOS OJ 3.5 O FOUND 3/4" IRpN PIPE �. QUO=y�V o/ %X 0 Oo 4. c9 Q COQ 0I�( 1ti o FOUND 3/4" p ?O• O IRON PIPE NO ID" _t. Qbi ,� - 6S " V J i T �1 FOUNDIRO1R" s o L Ir L �s A �l(ij .'N0 ID" e q LEGEND & ABBREVIATIONS B.R.L. =BUILDING RESITICTION (P) =MEASURED q rf�rT1l�T J J` P =PLAT I� 1 ELEV =ELEVATION V LB =LICENSE BUSINESS n_ co r�K 9e, `' SAN. =SANITARY GRAPHIC SCALE / C.O. =CLEAN OUT OHL =OVERHEAD LINE 0 10 20 40 F.F.E. =FINISHED FLOOR ELEVATION =POWER POLE SURVEYORS REPORT: waren =WATER METERNALVE ASSEMBLY 1. No Bearings shown on the pla of Saltair Section No. 3, Plat angles ore assumed to be 90•. 2. Elevations are shown thus: (9. 4) and refer to the following benchmark: Mag nail & diskilocated northwest of the intersection of Pine Street and Atlantic BId,' elevation = (9.04), North American Vertical Datum of 1988 (NAVD-88). Site benchmarks are shown hereon and are relative to (NAVD-88). 3. Easements or rights of way t 'at,1 appear on recorded plans or that have been furnished Ito the surveyor by others have been incorporated into this drawing wi h appropriate notation. 4. No underground installations o improvements have been located except as noted. 5. There is no visibleevidence o the ground of use of the property which might suggest o possible claim of easement 6. Measurement methods used fo this survey meet STANDARDS OF PRACTICE FOR LAND SURVEYING per Chapter 5J-17.050—.052 requirements. 7. Not valid without the signature and the original raised seal of a Florida licensed surveyor, and mapper. 8. Features shown by symbol as indicated in legend are not to scale. 9. This survey completed without the benefit of a title commitment. 10. Unless shown, only those visible 1features in the immediate vicinity of the above described parcel boundary have been located. 11. Dimensions are shown in feet and decimals thereof. 12. The above described parcel cc tains 0.12 acres, more or less. 13. Based on the National Flood I suronce Program FIRM Mop No. 12031CO409H, dated 06-03-2015 the above described property is in flood zone "X". NOTICE OF LIABILITY: This survey is certified to those i diyiduols shown on the face thereof. Any other use, benefilt or reliance by any other party is strictly prohibited and restricted. S ryeyor is responsible only to those certified and hereby disclaims any other liability and hereby restricts the rights of any other i diyidual or firm to use this survey, without the expressed '.written consent of the Surveyor. SKETCH OF PLOT PLAN CERT. No LB 2108 Survey Date: Scale: SOUTHEASTERN SURVEYING AND MAPPING CORP. 07-07-2015 1" = 20' Cypress Business Center 8301 Cypress Plaza Dr., Suite 104 Drawing Number y Drawn B Jacksonville, Florida 32256 � I 59529003 JMB (904)737-5990 Fax (904)737-5995 e—mail: info®ssmc.us Ciertified to: i LEGEND BOTTOM LINE VENTURES Q=SET MAG NAIL & DISK "LB2108" � • ®=FOUND IRON AS NOTED Robert W. Gardner P.S.M. Professional Surveyor and Mapper No. 5603