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227 Beach Ave 2014 Main house (new) DOCS �S �i vL�J,rJV� CITY OF ATLANTIC BEACH s 800 SEMINOLE ROAD j F ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5814 Application Number . . . . . 14-00000327 Date 5/05/14 Property Address . . . . . . 227 BEACH AVE Application type description SINGLE FAMILY RESIDENCE Property Zoning . . . . . . . RES SF DISTRICT Application valuation . . . . 1200000 ---------------------------------------------------------------------------- Application desc NEW HOME ---------------------------------------------------------------------------- Owner Contractor - ------------------------ ----------------------- GOODEN, CORKIE T TRUST MORALES CONSTRUCTION CO. , INC. 4216 POINT LA VISTA RD 6950 PHILLIPS HWY, SUITE 15 JACKSONVILLE FL 32207 JACKSONVILLE FL 32216 (904) 296-9559 (904) 296-9559 --- Structure Information 000 000 NEW HOUSE Construction Type . . . . . TYPE 5-B Occupancy Type . . . . . . RESIDENTIAL Flood Zone . . . . . . . . ZONE X ---------------------------------------------------------------------------- Permit . . . . . . SINGLE FAMILY DWELLING NEW Additional desc . . Permit Fee . . . . 3080 . 00 Plan Check Fee 1540 . 00 Issue Date . . . . Valuation . . . . 1200000 Expiration Date . . 11/01/14 ---------------------------------------------------------------------------- Special Notes and Comments Avoid damage to underground water/sewer utilities . Verify vertical and horizontal location of utilities . Hand dig if necessary. If field coordination is needed, call 247-5834 . Ensure all meter boxes, sewer cleanouts and valve covers are set to grade and visible . A sewer cleanout must be installed at the property line . Cleanout must be covered with an RT1 concrete box with metal lid. Cleanout to be set to grade and visible . All runoff must remain on-site. Cannot raise lot elevation without measures to retain runoff . All concrete driveway aprons must be 5" thick, 4000 psi, with fibermesh from the edge of pavement to the property line. Reinforcing rods or mesh area not allowed in the right-of-way. Full right-of-way restoration, including sod, is required. Roll off container company must be on City approved list and container cannot be placed on City Right-of-Way. (Approved: Advanced Disposal, Realco, Shappelle ' s and Waste Management . ) PERMIT ISEU&bVe)a'® A S&10M II i1E R�lS�,Q�T tTtheTIillkEtMa1�I AAAND THE FLORIDA BUILDING CODES. `S� CITY OF ATLANTIC BEACH J 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5814 Page 2 Application Number . . . . . 14-00000327 Date 5/05/14 - ------- ------- ----- -- -- ---- --- - - ----- - - --- ---- --- --- --- - - ---- --- -------- --- Special Notes and Comments approved prior to beginning any earth disturbing activities . Contact Public Works (247-5834) for Erosion and Sediment Control Inspection prior to start of construction. Street must be kept clean of silt/sand. 2010 FLORIDA BUILDING CODE, 2008 NATIONAL ELECTRIC CODE Full erosion control measures must be installed and approved prior to beginning any earth disturbing activities . Contact Public Works (247-5834) for Erosion and Sediment Control Inspection prior to start of construction. A sewer cleanout must be installed at the property line . Cleanout must be covered with an RT1 concrete box with metal lid. Cleanout to be set to grade and visible . *SUBMIT "CERTIFICATE OF COMPLIANCE" BY A LICENSED PEST CONTROL COMPANY PRIOR TO C.O. WINDOW AND DOOR INSPECTION: *INSTALLATION INSTUCTIONS REQUIRED *ALL STICKERS ARE TO REMAIN ON THE WINDOWS *PROVIDE ACCESS TO ALL WINDOWS TO INSPECT FASTENERS - -- ------------ -- -- - -- -- --- ---- - ----- -- -------- -- ------ - ----------------- -- - Other Fees . . . . . . . . . STATE DCA SURCHARGE 46 . 20 DEV REVIEW-SINGLE & 2-FAM 50 . 00 ENG REV RESIDENTIAL BLD 100 . 00 STATE DBPR SURCHARGE 46 . 20 UTIL REV PRE APP >3 HRS 50 . 00 ----- - -------- -- ------- --- ---- ----- ------ ---------- ---- ---- ----- -------- --- - Fee summary Charged Paid Credited Due -- ------ --- -- --- - -- ---- ---- ----- ----- - -- --- ---- ---------- Permit Fee Total 3080 . 00 3080 . 00 . 00 . 00 Plan Check Total 1540 . 00 1540 . 00 . 00 . 00 Other Fee Total 292 . 40 292 .40 . 00 . 00 Grand Total 4912 . 40 4912 .40 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. BUILDING PERMIT APPLICATION CITY OF ATLANTIC BEACH ' I MAR 0 7 Seminole Road Atlantic Beach FL 3 .33 r1iLE C jp7y , 800 S , , Office (904)247-5826 Fax(904)247-`,'45 By Job Address: 227 Beach Avenue Pe.r tit Number: H— 347 Legal Description Lot 2, Block 27, Plat No. 1 Parce_l_# 170189-0010 -Floor Area o Sq. t. Sq.Ft Valuation of Work S 1,200'000.00 roposed Work heated/cooled non-heated/cooled Class of Work(circle one): NewAddition Alteration Repair Move - Demolition pool/spa window/door Use of existing/proposed structure(s) (circle one): Commercial t>.;l If an existing structure,is a fire sprinkler system installed? (Circle one): es � o N/A Florida Product Approval# For multiple products use product approval form Describe in detail the type of work to be performed: New House Property Owner Information: Name: Corkie Gooden Address: 4216 Point Lallista Rd. West City Jacksonville State FL Zip 32207 Phone (904)396-6987 E-Mail or Fax# (Optional) _ Contractor Information: Company Name: Morales Construction Co. , Inc. Qualifying Agent: Ricardo Morales, III Address: 6950 Philips Highway, Suite 15 City Jacksonvil'..« State FL Zip 32216 Office Phone - Job Site/Contact Number S 904)497-334 _ Fax#(904)296-5846 State Certification/Registration# CBC040880 Architect Name&Phone# Jeff Lane (904)355-9020 Engineer's Name&Phone# Carrington McVeigh (904)483-5200 Fee Simple Title Holder Name and Address N/A Bonding Company Name and Address N/A Mortgage Lender Name and Address N/A Application is hereby made to obtain a permit to do the work and installations as indicated I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction This permit becomes null and void if work is not commenced within six(6)months, or if construction or work is suspended or abandoned for a perrod of six_[6)months at any time after work is commenced. I understand that separate permits must be secured for Electrical Work,Plumbing,Signs, ells,Pools, urnaces,Boilers,Heaters, Tanks and Air Conditioners,etc WARNING TO OWNER: YOUR FAILURE TO RR ORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TV=ICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FL-rANCING CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECON `)ING YOUR NOTICE OF COMMENCEMENT. 1 here b certify that 1 have read and examined th' lication and know the same to be true and correc 11 prov�isi©nT of I sand ordinances governing this type of work will be complied with whether s lis ed herein or not. The granting of a permit does, pre me to grve�%iority to violate or cancel the provisions of any otherfjederal,state,or local regulating construction or the performance of constm on. ViC Si ature of OwnSignature of C! actor Signature Print Name CO [1\ 16 (r O6 p E N Print Name r Sworn to and subscrib d before me Sworn t and subscr' d b fore me this Day of y .- .� this Day of COI. F.BREWSTER f /^1 „ OLLETT R t _State of Florida \ btic state of Florida No Public = •'_MyComm. Expires e Notary Public .; . MyComm. xpi Commission#EE 50126 Commission#EE 50126 Bonded Through National Notary Assn. of FViSieOlhf2�hlfUtional Notary Assn. ,�� App ica e odes: 2010 FL RID DO NOTIL RITE BELOW- OFFICE USE ONLY Review Result (circle one) Approved Disapproved Approved w/ Conditions Review Initials/Date: tv4 �j Development Size Habitable Space y67 / S fiNon-Habitable Impervious area Miscellaneous Information Occupancy Group Type of Construction Number of Stories ',_1 Zoning District Max. Occupancy Load Fire Sprinklers Required Flood Zone 4 Conditions/Comments: 24eo v. y-eo� 10-P�c�Y2 Pey-m'_+ 1q- 3�7 FILE COPY NOTICE OF COMMENCEMENT State of Florida Tax Folio No. 170189-0010 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 2 Block 27 Plat No. 1 Atlantic Beach Address of property being improved: 227 Beach Avenue, Atlantic General description of improvements: Guest House Renovation, New House Construction, 001, Driveway Patio, and Property Walls Owner: Corkie Gooden Address: 4216 Point La Vista Rd. W., Jacksonville, FL Owner's interest in site of the improvement: 2207 Fee Simple Titleholder(if other than owner): Name: Contractor: Morales Construction Co., Inc. Address: 6950 Philips Highway, Suite 15, Jacksonville, FL 32216 Telephone No.: (904)296-9559 Fax No: (904)296-5846 Surety(if any) N/A Address: Amount of Bond$ Telephone No: Fax No: Name and address of any person making a loan for the construction of the improvements Name: N/A 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: N/A Address: Telephone 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: N/A Address: Telephone No: Fax No: Expiration date of Notice of Commencement(the expiration date is one (1)year from the date of recording unless a different date is specified): March 31, 2015 THIS SPACE FOR RECORDER'S USE ONLY O Doc#2013282710,OR BK 16585 Page 922, Signed. L �; Date: a Number Pages:1 Before me this t< day of - .;Zo j' in the County of Duval,State Recorded 11/05/2013 at 08:03 AM, Of Florida,has personally appeared A jC5 -7", 0 b —Al Ronnie Fussell CLERK CIRCUIT COURT DUVAL Notary Public at Large,State of Florida,Co 0"" COUNTY My commission expires: p9. CJ2 / , "°Ua,, C T F. BREWS RECORDING$10.00 Personally Known: t/ ,* *°_ Notary Public-State of F tRla Produced Identification: 3N* �� omm.Expires Feb 28 2 5 CF FRCP+`'` mmission#EE 50126 ""W"' Bonded Through National Notary Assn. FORM 405-10 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: Gooden Residence Builder Name: Street: 227 Beach Avenue Permit Office: Atlantic Beach City, State, Zip: Atlantic Beach , FL , Permit Number: FILE COPY Owner: Jurisdiction: 261100 Design Location: FL, Jacksonville 1. New construction or existing New (From Plans) 9. Wall Types(4566.5 sgft.) Insulation Area 2. Single family or multiple family Single-family a. Frame-Wood, Exterior R=19.0 2115.10 ft' b. Concrete Block- Int Insul, Exterior R=11.0 1785.40 ft' 3. Number of units, if multiple family 1 c. Concrete-6 inch, Exterior R=11.0 666.00 ft' 4. Number of Bedrooms 5 d. N/A R= ft' 10. Ceiling Types (2818.3 sqft.) Insulation Area 5. Is this a worst case? No a. Roof Deck (Unvented) R=19.0 2818.30 ft' 6. Conditioned floor area above grade (ft') 4672.1 b. N/A R= ft' Conditioned floor area below grade (ft-) 0 c. N/A R= ft' 11. Ducts R ft' 7. Windows(839.2 sgft.) Description Area a. Sup: 1st Floor, Ret: 1st Floor,AH: 1st Floor 6 302.01 a. U-Factor: Sgl, U=0.50 807.21 ft' b. Sup: 2nd Floor, Ret:2nd Floor,AH:2nd Floor 6 305.32 SHGC: SHGC=0.50 b. U-Factor: Sgl, U=2.00 32.00 ft' 12. Cooling systems kBtu/hr Efficiency SHGC: SHGC=0.80 a. Central Unit 36.0 SEER:13.00 c. U-Factor: N/A ft' b. Central Unit 42.0 SEER:13.00 SHGC: 13. Heating systems kBtu/hr Efficiency d. U-Factor: N/A ft' a. Electric Heat Pump 36.0 HSPF:7.70 SHGC: b. Electric Heat Pump 42.0 HSPF:7.70 Area Weighted Average Overhang Depth: 5.241 ft. Area Weighted Average SHGC: 0.511 14. Hot water systems 8. Floor Types (4672.1 sgft.) Insulation Area a. Propane Tankless Cap: 1 gallons a. Slab-On-Grade Ede Insulation R=0.0 2323.50 ft' EF: 0.750 9 b. Conservation features b. Floor Over Other Space R=0.0 2323.50 ft' None c. other(see details) R= 25.10 ft' 15. Credits Pstat Glass/Floor Area: 0.180 Total Proposed Modified Loads: 67.93 PASS Total Standard Reference Loads: 92.45 1 hereby certify that the plans and specifications covered by Review of the plans and 4-TgE STAT this calculation are in compliancewith the Florida Energy specifications covered by this Code. a calculation indicates compliance Ryan B. Ellis with the Florida Energy Code. r;•.,, ��„ PREPARED BY: Before construction is completedVA DATE: 2/24/14 this building will be inspected for compliance with Section 553.908D I hereby certify that this building, as designed, is in compliance Florida Statutes. with the Florida Energy Cod COD W ,QCLWE3WAGENT: BUILDING OFFICIAL: /71 DATE: DATE: - Compliance requires completion of a Florida Air Barrier and Insulation Inspection Checklist 2/24/2014 5:15 PM EnergyGaugeO USA- FlaRes2010 Section 405.4.1 Compliant Software Page 1 of 6 PROJECT Title: Gooden Residence Bedrooms: 5 Address Type: Street Address Building Type: User Conditioned Area: 4672 Lot# Owner: Total Stories: 2 Block/SubDivision: #of Units: 1 Worst Case: No PlatBook: Builder Name: Rotate Angle: 0 Street: 227 Beach Avenue Permit Office: Atlantic Beach Cross Ventilation: County: Duval Jurisdiction: 261100 Whole House Fan: City, State, Zip: Atlantic Beach Family Type: Single-family FL, New/Ebsting: New (From Plans) Comment: CLIMATE / IECC Design Temp Int Design Temp Heating Design Daily Temp V Design Location TMY Site Zone 97.5% 2.5% Winter Summer Degree Days Moisture Range FL, Jacksonville FL_JACKSONVILLE_INT 2 32 93 70 75 1281 49 Medium BLOCKS Number Name Area Volume 1 Blockl 2323.5 23235 2 Block2 2348.600 28418.0605 SPACES Number Name Area Volume Kitchen Occupants Bedrooms InfillD Finished Cooled Heated 1 1 st Floor 2323.5 23235 Yes 1 1 1 Yes Yes Yes 2 2nd Floor 2348.6 28418.06 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 Insulatio 1st Floor 204 ft 0 2323.5 ft2 — 0 0 1 2 Floor Over Other Space 2nd Floor _ — 2323.5 ft2 0 0 0 1 3 Raised Floor 2nd Floor — _ 25.1 ft2 19 0 0 1 ROOF / Roof Gable Roof Solar SA Emitt Emitt Deck Pitch V # Type Materials Area Area Color Absor. Tested Tested Insul. (deg) 1 Hip Metal 2823 ft2 0 ft2 Medium 0.96 No 0.9 No 19 33.7 / ATTIC V # Type Ventilation Vent Ratio(1 in) Area RBS IRCC 1 Full attic Unvented 0 2348.6 ft2 N N 2/24/2014 5:15 PM 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 (Unvented) 2nd Floor 0.1 2818.32 ft2 0.11 Wood WALLS Adjacent Space Cavity Width Height Sheathing Framing Solar Belowo# Ornt To Wall Type _ 1 W Exterior Concrete-6 inch 1st Floor 11 33.3 10 333.0 ft2 0 0 0.75 0 2 S Exterior Concrete Block- Int Insul 1st Floor 11 68.7 10 687.0 ft2 0 0.75 0 3 E Exterior Concrete-6 inch 1 st Floor 11 33.3 10 333.0 ft2 0 0 0.75 0 _ 4 N Exterior Concrete Block- Int Insul 1st Floor 11 68.7 10 687.0 ft2 0 0.75 0 _ 5 W Exterior Concrete Block- Int Insul2nd Floor 11 20 12.1 242.0 ft2 0 0.75 0 6 W Exterior Frame- Wood 2nd Floor 19 13.3 12.1 160.9 ft2 0.23 0.75 0 7 S Exterior Frame- Wood 2nd Floor 19 61.9 12.1 749.0 ft2 0.23 0.75 0 8 SW Exterior Frame- Wood 2nd Floor 19 4.6 12.1 55.7 ft2 0.23 0.75 0 9 SE Exterior Frame- Wood 2nd Floor 19 4.6 12.1 55.7 ft2 0.23 0.75 0 10 E Exterior Frame- Wood 2nd Floor 19 33.3 12.1 402.9 ft2 0.23 0.75 0 11 N Exterior Frame- Wood 2nd Floor 19 47.9 12.1 579.6 ft2 0.23 0.75 0 12 NE Exterior Frame- Wood 2nd Floor 19 4.6 12.1 55.7 ft2 0.23 0.75 0 13 NW Exterior Frame-Wood 2nd Floor 19 4.6 12.1 55.7 ft2 0.23 0.75 0 14 N Exterior Concrete Block- Int Insul2nd Floor 11 14 12.1 169.4 ft2 0 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 1.5 8 12 ft2 2 E Insulated 1st Floor None 0.460000 1.35 8 10.80000 3 E Insulated 1 st Floor None 0.460000 1.35 8 10.80000 4 N Insulated 1st Floor None 0.460000 1.35 8 10.80000 5 W Insulated 2nd Floor None 0.460000 1.35 8 10.80000 6 E Insulated 2nd Floor None 0.460000 1.35 8 10.80000 WINDOWS Orientation shown is the entered, Proposed orientation. Wall Overhang v # Ornt ID Frame Panes NFRC U-Factor SHGC Area Depth Separation Int Shade Screening 1 W 1 Metal Low-E Single Yes 0.5 0.5 58.2 ft2 6 ft 0 in 2 ft 0 in Drapes/blinds None 2 W 1 Metal Low-E Single Yes 0.5 0.5 12.0 ft2 6 ft 0 in 2 ft 0 in Drapes/blinds None 3 S 2 Metal Low-E Single Yes 0.5 0.5 66.6 ft2 1 ft 0 in 14 ft 0 in Drapes/blinds None 4 S 2 Metal Low-E Single Yes 0.5 0.5 18.1 ft2 1 ft 0 in 14 ft 0 in Drapes/blinds None 5 S 2 Metal Low-E Single Yes 0.5 0.5 26.2 ft2 1 ft 0 in 14 ft 0 in Drapes/blinds None 6 E 3 Metal Low-E Single Yes 0.5 0.5 93.8 ft2 12 ft 0 in 2 ft 0 in Drapes/blinds None 7 E 3 Metal Low-E Single Yes 0.5 0.5 21.6 ft2 12 ft 0 in 2 ft 0 in Drapes/blinds None 8 N 4 Metal Low-E Single Yes 0.5 0.5 18.0 ft2 1 ft 0 in 14 ft 0 in Drapes/blinds None 9 N 4 Metal Low-E Single Yes 0.5 0.5 29.1 ft2 1 ft 0 in 14 ft 0 in Drapes/blinds None 10 N 4 Metal Low-E Single Yes 0.5 0.5 10.8 ft2 1 ft 0 in 14 ft 0 in Drapes/blinds None 11 W 5 Metal Low-E Single Yes 0.5 0.5 43.7 ft2 6 ft 0 in 2 ft 0 in Drapes/blinds None 2/24/2014 5:15 PM EnergyGaugeO 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 12 W 6 Metal Low-E Single Yes 0.5 0.5 10.8 ft2 6 ft 0 in 2 ft 0 in Drapes/blinds None 13 W 6 Metal Low-E Single Yes 0.5 0.5 14.6 ft2 6 ft 0 in 2 ft 0 in Drapes/blinds None 14 S 7 Metal Low-E Single Yes 0.5 0.5 66.6 ft2 1 ft 0 in 4 ft 0 in Drapes/blinds None 15 SW 8 Metal Law-E Single Yes 0.5 0.5 10.8 ft2 1 ft 0 in 4 ft 0 in Drapes/blinds None 16 S 7 Metal Low-E Single Yes 0.5 0.5 14.4 ft2 1 ft 0 in 4 ft 0 in Drapes/blinds None 17 SE 9 Metal Low-E Single Yes 0.5 0.5 10.8 ft2 1 ft 0 in 4 ft 0 in Drapes/blinds None 18 S 7 Metal Low-E Single Yes 0.5 0.5 25.2 ft2 1 ft 0 in 4 ft 0 in Drapes/blinds None 19 E 10 Metal Low-E Single Yes 0.5 0.5 73.4 ft2 12 ft 0 in 2 ft 0 in Drapes/blinds None 20 E 10 Metal Low-E Single Yes 0.5 0.5 48.2 ft2 12 ft 0 in 2 ft 0 in Drapes/blinds None 21 E 10 Metal Low-E Single Yes 0.5 0.5 10.8 ft2 12 ft 0 in 2 ft 0 in Drapes/blinds None 22 N 11 Metal Low-E Single Yes 0.5 0.5 25.2 ft2 1 ft 0 in 4 ft 0 in Drapes/blinds None 23 NE 12 Metal Low-E Single Yes 0.5 0.5 10.8 ft2 1 ft 0 in 4 ft 0 in Drapes/blinds None 24 N 11 Metal Low-E Single Yes 0.5 0.5 14.4 ft2 1 ft 0 in 4 ft 0 in Drapes/blinds None 25 NW 13 Metal Lair-E Single Yes 0.5 0.5 10.8 ft2 1 ft 0 in 4 ft 0 in Drapes/blinds None 26 N 11 Metal Law-E Single Yes 0.5 0.5 33.3 ft2 1 ft 0 in 4 ft 0 in Drapes/blinds None 27 N 14 Metal Low-E Single Yes 0.5 0.5 29.1 ft2 1 ft 0 in 4 ft 0 in Drapes/blinds None 28 N Skylt Metal Low-E Single Yes 2 0.8 32.0 ft2 0 ft 0 in 0 ft 0 in Drapestblinds None INFILTRATION # Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 1 Wholehouse Best Guess 0.000500 6127.4 336.39 632.63 0.4739 7.1176 HEATING SYSTEM # System Type Subtype Efficiency Capacity Block Ducts 1 Electric Heat Pump None HSPF: 7.7 36 kBtu/hr 1 sys#1 2 Electric Heat Pump None HSPF: 7.7 42 kBtu/hr 2 sys#2 COOLING SYSTEM # System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 Central Unit None SEER: 13 36 kBtu/hr 1080 cfm 0.75 1 sys#1 2 Central Unit None SEER: 13 42 kBtu/hr 1260 cfm 0.75 2 sys#2 HOT WATER SYSTEM # System Type SubType Location EF Cap Use SetPnt Conservation 1 Propane Tankless Exterior 0.75 1 gal 80 gal 120 deg None 2/24/2014 5:15 PM EnergyGaugeO USA- FlaRes2010 Section 405.4.1 Compliant Software Page 4 of 6 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# v # Location R-Value Area Location Area Leakage Type Handler CTIO-25 OUT QN RLF Heat Cool 1 1st Floor 6 302.01 1st Floor 161.18 Default Leakage 1st Floor cfm (Default) 1 1 2 2nd Floor 6 305.32 2nd Floor 117.43 Default Leakage 2nd Floor cfm (Default) 2 2 TEMPERATURES Programable Thermostat:Y Ceiling Fans: [ ]] [ ri ling Jan Feb Mar �j Apr ay Jun Oct Nov No" Dec Venting Jan Feb Mar A l �Jan l 1 Feb €X� Mar Apr May lX�Jun ri Jul ri Aug Sep �X�0 Dec Oct ct X� Nov Dec Jun [ ]Jul [ Aug Sep 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 2/24/2014 5:15 PM EnergyGaugeO 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: 227 Beach Avenue 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. Fireplaces: x gasketed doors&outdoor combustion air. Must complete envelope leakage report or visually verify Table 402.4.2. Thermostat& 403.1 At least one thermostat shall be provided for each separate heating and controls cooling system.Where forced-air furnace is primary system, programmable thermostat is required. Heat pumps with supplemental x electric heat must prevent supplemental heat when compressor can meet the load. Ducts 403.2.2 All ducts, air handlers,filter boxes and building cavities which form the primary air containment passageways for air distribution systems shall be considered ducts or plenum chambers, shall be constructed and sealed in accordance with Section 503.2.7.2 of this code. x 403.3.3 Building framing cavities shall not be used as supply ducts. Water heaters 403.4 Heat trap required for vertical pipe risers.Comply with efficiencies in Table 403.4.3.2. Provide switch or clearly marked circuit breaker x (electric)or shutoff(gas). Circulating system pipes insulated to= R-2 + accessible manual OFF switch. Mechanical 403.5 Homes designed to operate at positive pressure or with mechanical ventilation ventilation systems shall not exceed the minimum ASHRAE 62 level. No make-up air from attics, crawlspaces, garages or outdoors adjacent to pools or spas. Swimming Pools 403.9 Pool pumps and pool pump motors with a total horsepower(HP)of= 1 &Spas HP shall have the capability of operating at two or more speeds. Spas and heated pools must have vapor-retardant covers or a liquid cover or other means proven to reduce heat loss except if 70%of heat from site-recovered energy. Off/timer switch required. Gas heaters minimum thermal efficiency=78%(82%after 4/16/13). Heat pump pool heaters minimum COP=4.0. Cooling/heating 403.6 Sizing calculation performed&attached. Minimum efficiencies per Tables 503.2.3. Equipment efficiency verification required. Special equipment occasion cooling or heating capacity requires separate system or X variable capacity system. Electric heat>10kW must be divided into two or more stages. Ceilings/knee walls 405.2.1 R-19 space permitting. x 2/24/2014 5:15 PM EnergyGauge® USA - FlaRes2010 Section 405.4.1 Compliant Software Page 6 of 6 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 73 The lower the Energy Performance Index, the more efficient the home. 227 Beach Avenue, 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=19.0 2115.10 ft' b.Concrete Block-Int Insul,Exterior R=11.0 1785.40 ft' 3. Number of units,if multiple family 1 c.Concrete-6 inch,Exterior R=11.0 666.00 ft' 4. Number of Bedrooms 5 d.N/A R= ft' 5. Is this a worst case? No 10.Ceiling Types Insulation Area a.Roof Deck(Unvented) R=19.0 2818.30 ft' 6. Conditioned floor area(ft') 4672 b.N/A R= ft' 7. Windows" Description Area c.N/A R= ft' a. U-Factor: Sgl,U=0.50 807.21 ft' 11.Ducts R ft' a.Sup: 1st Floor,Ret: 1st Floor,AH:1st Floor 6 302.01 SHGC: SHGC=0.50 b.Sup: 2nd Floor,Ret:2nd Floor,AH:2nd Floor 6 305.32 b. U-Factor: Sgl,U=2.00 32.00 ft' SHGC: SHGC=0.80 12.Cooling systems kBtu/hr Efficiency c. U-Factor: N/A ft' a.Central Unit 36.0 SEER:13.00 SHGC: b.Central Unit 42.0 SEER:13.00 d. U-Factor: N/A ft2 13.Heating systems kBtu/hr Efficiency SHGC: a.Electric Heat Pump 36.0 HSPF:7.70 Area Weighted Average Overhang Depth: 5.241 ft. b.Electric Heat Pump 42.0 HSPF:7.70 Area Weighted Average SHGC: 0.511 8. Floor Types Insulation Area 14.Hot water systems a.Slab-On-Grade Edge Insulation R=0.0 2323.50 ft' a.Propane Cap: 1 gallons EF:0.75 b.Floor Over Other Space R=0.0 2323.50 ft' b. Conservation features c.other(see details) R= 25.10 ft' None 15.Credits Pstat I certify that this home has complied with the Florida Energy Efficiency Code for Building THE S71 Construction through the above energy saving features which will be installed (or exceeded) y0� . o. in this home before final inspection. Otherwise, a new EPL Display Card will be completed ;, °bj r{, based on installed Code compliant features. F4 Builder Signature: Date: Address of New Home: City/FL Zip: ; 5� cep WEI *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: Gooden Residence Builder Name: Street: 227 Beach Avenue 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-iDermeable insulation is inside of an air barrier. Ceiling/attic Air barrier in any dropped ceiling/soffit is substantially aligned with insulation and any gaps are sealed. Attic access(except unvented attic), knee wall door, or drop down stair is sealed. Walls Corners and headers are insulated. Junction of foundation and sill plate is sealed. Windows and doors Space between window/doorjambs and framing is sealed. Rim joists Rim joists are insulated and include an air barrier. Floors (including Insulation is installed to maintain permanent contact with underside above-garage and 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. L.Fireplace Fireplace walls include an air barrier. EnergyGauge®USA-FlaRes2010 Section 405.4.1 Compliant Software Project Summary Job: First Floor Date: M.Ell4 By: M.Ellis Energy Design Systems, Inc. 12132 Weatherwood Estates Dr W,Jacksonville,FL 32223 Phone:904-268-3670 Fax 904-268-3670 Email:eds iaxagmail corm Project Information For: Gooden Residence 227 Beach Ave,Atlantic Beach, FL Notes: Front door faces West. Desivin Information Weather: Jacksonville Intl AP, FL, US Winter Design Conditions Summer Design Conditions Outside db 32 °F Outside db 93 °F Inside db 72 °F Inside db 72 °F Design TD 40 °F Design TD 21 'F Daily range M Relative humidity 50 % Moisture difference 58 gr/Ib Heating Summary Sensible Cooling Equipment Load Sizing Structure 34960 Btuh Structure 25389 Btuh Ducts 0 Btuh Ducts 0 Btuh Central vent(0 cfm) 0 Btuh Central vent(0 cfm) 0 Btuh Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 34960 Btuh Use manufacturer's data n Rate/swing multiplier 0.98 Infiltration Equipment sensible load 24780 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 0 Structure 5349 Btuh Ducts 0 Btuh Heating Cooling Central vent(0 cfm) 0 Btuh Area (ft') 2324 2324 Equipment latent load 5349 Btuh Volume (ft') 23235 23235 Air changes/hour 0.29 0.15 Equipment total load 30129 Btuh Equiv. AVF (cfm) 112 60 Req. total capacity at 0.70 SHR 3.0 ton Heating Equipment Summary Cooling Equipment Summary Make Make Trade Trade Model Cond AHRI ref Coil AHRI ref Efficiency 80 AFUE Efficiency 0 SEER Heating input 0 MBtuh Sensible cooling 0 Btuh Heating output 0 Btuh Latent cooling 0 Btuh Temperature rise 0 °F Total cooling 0 Btuh Actual air flow 1359 cfm Actual air flow 1359 cfm Air flow factor 0.039 cfm/Btuh Air flow factor 0.054 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat Load sensible heat ratio 0.83 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. ti wri htSOft" 2014-Feb-2417:46:19 �. g Right-Suite®Universal 2012 12.1.03 RSU17467 qCC({ Page 1 ...idential Manual J1Gooden Residence,227 Beach Ave,Atl Bch.rup Calc=MJS Front Door faces: Page 1 Project Summary Job: Date: 2/17114 Second Floor By: M.Ellis Energy Design Systems, Inc. 12132 Weatherwood Estates or W,Jacksonville,FL 32223 Phone:904-268-3670 Fax 904-268-3670 Email:eds.iax(Domail coma Project Information For: Gooden Residence 227 Beach Ave,Atlantic Beach, FL Notes: Front door faces West. Desivin Information Weather: Jacksonville Intl AP, FL, US Winter Design Conditions Summer Design Conditions Outside db 32 °F Outside db 93 °F Inside db 72 'F Inside db 72 °F Design TD 40 °F Design TD 21 'F Daily range M Relative humidity 50 % Moisture difference 58 gr/Ib Heating Summary Sensible Cooling Equipment Load Sizing Structure 28872 Btuh Structure 29670 Btuh Ducts 0 Btuh Ducts 0 Btuh Central vent(0 cfm) 0 Btuh Central vent (0 cfm) 0 Btuh Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 28872 Btuh Use manufacturer's data n Rate/swing multiplier 0.98 Infiltration Equipment sensible load 28958 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 0 Structure 3314 Btuh Ducts 0 Btuh Heating Cooling Central vent(0 cfm) 0 Btuh Area (ft2) 2349 2349 Equipment latent load 3314 Btuh Volume (ft') 28418 28418 Air changes/hour 0.27 0.15 Equipment total load 32272 Btuh Equiv. AVF (cfm) 129 69 Req. total capacity at 0.70 SHR 3.4 ton Heating Equipment Summary Cooling Equipment Summary Make Make Trade Trade Model Cond AHRI ref Coil AHRI ref Efficiency 80 AFUE Efficiency 0 SEER Heating input 0 MBtuh Sensible cooling 0 Btuh Heating output 0 Btuh Latent cooling 0 Btuh Temperature rise 0 °F Total cooling 0 Btuh Actual air flow 1588 cfm Actual air flow 1588 cfm Air flow factor 0.055 cfm/Btuh Air flow factor 0.054 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat Load sensible heat ratio 0.90 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. � W17.R�]h'ltSOft" 2014-Feb-24 17:46:19 Right-Suile®Universal 2012 12.1.03 RSU17467 idential Manual J1Gooden Residence,227 Beach Ave,Atl Bch.rup Calc=MJ8 Front Door faces: Page 2 Page 2 s-"A'`JCity of Atlantic Beach APPLICATION NUMBER Building Department RE r"' IVED (To be assigned by th Building Department.) 800 Seminole Road 17 - ? Atlantic Beach, Florida 32233-5445 MAR. 1 1 2014 �! Z Phone(904)247-5826 • Fax(904)2 7-5845 E-mail: building-dept@coab.us Date routed: City web-site: http://www.coab.us BY --- -- -- APPLICATION REVIEW AND TRACKING FORM Property Address: Z 2 / 67,& DeRart nt review required Yes No Applicant: /7 la1 19.5 � �'� J j�� ming &Zoning e inistrator Project: / /'r) Public Wo is Uti i i is a ety Fire Services - n Review fee $ Dept Signature '' Other Agency Review or Permit Required Review or Receipt Date of Permit Verified B Florida Dept. of Environmental Protection Florida Dept. of Transportation St. Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: ❑Approved. Denied. (Circle one.) Comments: BUILDING PLANNING &ZONING Reviewed by: Date: /y OE TREE ADMIN. Second Review: EJApproved as revised. ❑Deni d. PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: l FIRE SERVICES Third Review: [—]Approved as revised. ❑Denied. Comments: Reviewed by: Date: Revised 05/14/09 v City of Atlantic Beach APPLICATION NUMBER �s Building Department RECEIV _ 0 o be assigned by th Building Department.) 800 Seminole Road Atlantic Beach, Florida 32233-5445 MAR 112014 / " 3 Z 7 Phone(904)247-5826 • Fax(904)247-5845 Q E-mail: building-dept@coab.us ate routed: d 111) 114 City web-site: http://www.coab.us I---------_--�-�-_= APPLICATION REVIEW AND TRAC . " NG FORM Property Address: 2 2 7 nt review re uired Yes No Applicant: ! dh /�Srf,LJ�n QLawning &Zoning a drrinistrator Project: ' V /'� Public\A s is Uti�i i is `ety Fire Sera .es _ y Review fee $ , ' � Dept:Signature Other Agency Review or Permit Required Review or Recei_. Date of Permit Verifies 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. ❑Denici (Circle one.) Comments: BUILDING PLANNING &ZONING Reviewed by: Date: TREE ADMIN. Second Review: ❑Approved as revised. ❑DeniE Comments: LIC UTILIT S PUBLIC AFET Reviewed by: Date: FIRE SERVICES Third Review: ❑Approved as revised. ❑Denied. Comments: Reviewed by: Date: Revised 05/14/09 ,�� 's CITY OF ATLANTIC BEACH ' ? PUBLIC UTILITIES 1200 Sandpiper Lane ATLANTIC BEACH, FL 32233 ' J;31�� (904) 270-2535 or (904) 247-5874 NEW WATER/SEWER TAP REQUEST Date: _3/14/14 Project Address: 227 Beach Ave. No. of Units: 1 Commercial Residential X Multi-Family New Water Tap(s) & Meter(s)_Existing_ Meter Size(s) New Irrigation Meter Upgrade Existing Meter from to (size) New Connection to City Sewer Existing Name: Morales Construction Applicant Address: City: State: _FL Zip: Phone Number: Cell Number: Email Address Fax: Signature: (Applicant) CITY STAFF USE ONLY Application# Replacement of existing house that Water System Development Charge $ was already on water& sewer. Sewer System Development Charge $ Water Meter Only $ No fees required. Water Meter Tap $ Sewer Tap $ Cross Connection $ Other $ TOTAL $ 0 APPROVED: _Donna Kaluzniak 3/14/14 (Utility Director or Authorized Signature) ALL TAP REQUEST MUST BE APPROVED BY UTLITIES DEPARTMENT BEFORE FEES CAN BE ASSESSED , a City of Atlantic Beach APPLICATION NUMBER r3 Building Department (To be assigned by the Building Department.) 800 Seminole Road3Z 7 j � Atlantic Beach, Florida 32233-5445 Phone(904)247-5826 • Fax(904)247-5845 >, �? E-mail: building-dept@coab.us Date routed: City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: Z / �� nt review required Yes No Applicant: /e / D� l�srJ(, j lfn Qkuining &Zoning -rTrUe—Adi*ristrator Project: /'r) =Public ; Ic V:iTl Ic a ety Fire Services Review fee $ Dept Signature Other Agency Review or Permit Required Review or Receip . Date of Permit Verified B Florida Dept.of Environmental Protection Florida Dept. of Transportation St. Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: & pproved. [-]Denied. (Circle one.) Comments: P(eA� &M �(� 196r 004114) 9rl BUILDING �C JJ "� PLANNING &ZONING Reviewed b Date: W-7 _fii 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 Oil y City of Atlantic Beach APPLICATION NUMBER J3 Building Department o be assigned by th Building Department.) 800 Seminole Road / 3 Z r � Atlantic Beach, Florida 32233-5445 Phone(904)247-5826 • Fax(904)247-5845 " Olt E-mail: building-dept@coab.us Date routed: cz;116 /Ij City web-site: http://www.coab.us =- APPLICATION REVIEW AND TRACKING FORM Property Address: Z 2 7 -=nt review required Yes No /e / � �srj,` ]jf� fining &Zoning Applicant: �, e inistrator Project: Public Wo is Uti i i is a ety Fire Sen , Ds Review fee $ Dept Signature Other Agency Review or Permit Required Review or Recei F Date of Permit Verified y Florida Dept. of Environmental Protection Florida Dept. of Transportation St. Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: [Approved. []Denied. (Circle one.) Comments: BUILDING PLANNING &ZONING Reviewed by: Date:-z;- TREE ate:TREE ADMIN. Second Review: []Approved as revised. ❑Denies 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 CITY OF ATLANTIC BEACH Building Department j s) 800 Seminole Road Atlantic Beach,Florida 32233 (904)247-5800 PLAN REVIEW COMMENTS Permit Application #. cl— 3,,?-7 Property Address: 13eac Applicant: JP �P E Project: 14,1 This permit application has been: 0 Approved 0 Reviewed and the following items need attention: G2 fOf Al-et-ac-4 (PL-a 1", y { Please re-submit your application when these items have been completed. Reviewed By: . Date: CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH FL 32233 INSPECTION PHONE LINE 247-5814 Application Number . . . . . 14-00000327 Date 6/27/14 Property Address . . . . . . 227 BEACH AVE Application type description SINGLE FAMILY RESIDENCE Property Zoning . . . . . . . RES SF DISTRICT Application valuation . . . . 1200000 ----------------------------------------------------------------- Application desc NEW HOME ------------------------------------------------------------------ Owner Contractor ------------------------ ------------------------ GOODEN, CORKIE T TRUST MORALES CONSTRUCTION CO. , INC. 4216 POINT LA VISTA RD 6950 PHILLIPS HWY, SUITE 15 JACKSONVILLE FL 32207 JACKSONVILLE FL 32216 (904) 296-9559 (904) 296-9559 --- Structure Information 000 000 NEW HOUSE Construction Type . . . . . TYPE 5-B Occupancy Type . . . . . . RESIDENTIAL Flood Zone . . . . . . . . ZONE X -------------------------------------------------------------------------- Permit PLUMBING PERMIT Additional desc . . Sub Contractor . . PRECISION PIPEWORKS Permit Fee . . . . 251 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 12/24/14 ---------------------------------------------------------------------------- Special Notes and Comments Avoid damage to underground water/sewer utilities . Verify vertical and horizontal location of utilities . Hand dig if necessary. If field coordination is needed, call 247-5834 . Ensure all meter boxes, sewer cleanouts and valve covers are set to grade and visible. A sewer cleanout must be installed at the property line. Cleanout must be covered with an RT1 concrete box with metal lid. Cleanout to be set to grade and visible. All runoff must remain on-site . Cannot raise lot elevation without measures to retain runoff . All concrete driveway aprons must be 5" thick, 4000 psi, with fibermesh from the edge of pavement to the property line. Reinforcing rods or mesh area not allowed in the right-of-way. Full right-of-way restoration, including sod, is required. Roll off container company must be on City approved list and container cannot be placed on City Right-of-Way. (Approved: Advanced Disposal, Realco, Shappelle ' s and Waste PERMIT ISDW149*014 l'•lo' ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. CITY OF ATLANTIC BEACH s) 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5814 Page 2 Application Number . . . . . 14-00000327 Date 6/27/14 ---------------------------------------------------------------------------- Special Notes and Comments Full erosion control measures must be installed and approved prior to beginning any earth disturbing activities . Contact Public Works (247-5834) for Erosion and Sediment Control Inspection prior to start of construction. Street must be kept clean of silt/sand. 2010 FLORIDA BUILDING CODE, 2008 NATIONAL ELECTRIC CODE Full erosion control measures must be installed and approved prior to beginning any earth disturbing activities . Contact Public Works (247-5834) for Erosion and Sediment Control Inspection prior to start of construction. A sewer cleanout must be installed at the property line . Cleanout must be covered with an RT1 concrete box with metal lid. Cleanout to be set to grade and visible . *SUBMIT "CERTIFICATE OF COMPLIANCE" BY A LICENSED PEST CONTROL COMPANY PRIOR TO C.O. WINDOW AND DOOR INSPECTION: *INSTALLATION INSTUCTIONS REQUIRED *ALL STICKERS ARE TO REMAIN ON THE WINDOWS *PROVIDE ACCESS TO ALL WINDOWS TO INSPECT FASTENERS ---------------------------------------------------------------------------- Other Fees . . . . . . . . . STATE PLBG DCA SURCHARGE 3 . 77 STATE PLBG DBPR SURCHARGE 3 . 77 ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 251 . 00 251 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Other Fee Total 7 . 54 7 . 54 . 00 . 00 Grand Total 258 . 54 258 . 54 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. PLUMBING PERMIT APPLICATION CITY OF ATLANTIC BEACH 800 Seminole Rd Atlantic Beach, FL 32233 Ph(904)247-5826 Fax(904) 247-5845 TOB ADDRESS: 2_ 2,—1 f3, 4c u A-0-1 —PERMIT # NEW OR REPLACEMENT INSTALLATION: Project Value$_J(,oc o TYPE of FIXTURE QTY TYPE of FIXTURE QTY Bathtub ?,— Septic Tank&Pit Clothes Washer Shower Dishwasher _� Shower Pan Drinking Fountain Slop Sink Floor Drain Three Compartment Sink Floor Sink Toilet :_ Hose Bibs -3 Urinal Kitchen Sink Z Vacuum Breakers Laundry Tray I Water Connected Appliances Lavatory 7 Water Heater / S Other Fixtures Water Treating System L RE-PIPE: TYPE of FIXTURE QTY TYPE of FIXTURE QTY Bathtub Septic Tank&Pit Clothes Washer Shower Dishwasher Shower Pan Drinking Fountain Slop Sink Floor Drain Three Compartment Sink Floor Sink Toilet Hose Bibs Urinal Kitchen Sink Vacuum Breakers Laundry Tray Water Connected Appliances Lavatory Water Heater Other Fixtures Water Treating System MISCELLANEOUS: ❑ Sewer Replacement ❑ Back Flow Preventer ❑ Grease Interceptor(Trap) gallons(Requires 3 sets of plans) ❑ Lawn Sprinkler System-Number of Heads ❑ Well ** **SIRWD Well Completion Form. Completed form to be submitted to the Building Department for final inspection.** ❑ Other Permit becomes void if work does not commence within a six month period or work is suspended or abandoned for six months.I hereby certify that I have read this application and know the same to be true and correct. All provisions of laws and ordinances governing this work will be complied with whether specified or not. The permit does not give authority to violate the provisions of any other state or local law regulation construction or the performance of construction. Property Owners Name C pod eP., Phone Number Plumbing Company C t S t c,N ? 1 P6 woim-KS .7,7K•c- Office Phone 73-1 -1121 Fax 7J"t-Q8 y Co. Address: 2 l O`'1 n14.W 5.06 . 6K IZo( City State A_ Zip 3 2.1-12- License ,tzLicense Holder(Print): 1306060 As&I State Certification/Registration# CfCn gY32J' 1 Notarized Signature of License Holder +•/ Before me this of 20 Signature of Notary Public FILE COPY Sle TRANSMITTAL To: Clarence & Corkie Gooden Date.- 22 October 2013 4216 Point LaVista Road, West Jacksonville, Florida 32207 ARCHITECTURE From: Jeff M. Lane,AIA Regarding: Main House Enclosed' DEP Documents: Cover Letter Notice to Proceed e:x, r l Final Certification Form Periodic Progress Report Foundation Location Certification Final Site Inspection Report Beach and Dune Walkover Guidelines Sea Turtle Lighting Comments- For your files Copy. Rick Morales, 1 copy with enclosures Sent via: U.S.P.S. Lane Architecture, P.A. 1022 Park Street Suite 205 Jacksonville, Florida 32204 904.355.9020 (fax) 904.355.9008 AR3518 I Qa°tEcnorr Florida Department of Rick Scott Governor �� Environmental Protection Bob Martinez Center Herschel T. Vinyard,Jr. o� ik Division of Water Resource Management Secretary 2600 Blair Stone Road—Mail Station 3522 Tallahassee,Florida 32399-2400 October 1 l, 2013 Corkie T. Gooden, Trustee c/o Jeffrey M. Lane, President Lane Architecture, P.A. 1022 Park Street, Suite 205 Jacksonville, Florida 32204 Dear Mr. Lane: Notice to Proceed Issued Permit Number: DU-455 Permittee Name: Corkie T. Gooden,Trustee Your request for a permit pursuant to Section 161.053, Florida Statutes, for construction or other activities seaward of the coastal construction control line, has been approved by the Department of Environmental Protection, enclosed is the permit. However, construction may not commence until after the permittee complies with any preconstruction requirements described in Special Permit Conditions 1, 2, and 5. Please read the permit and permit conditions including both the General Permit Conditions and any Special Permit Conditions closely before starting construction. General Permit Conditions 1(q), 1(r), and 1(s) pertain to written reports which must be submitted to the Department of Environmental Protection at specified times. Forms for use in preparation of these reports are enclosed. Make sufficient copies of the periodic report form to provide the required reports. The periodic reports are due in the office on a monthly basis on the last working day of each month. No progress reports are required until such time as construction activities have started. The permit will expire on October 10, 2016. Upon receipt of a written request signed by the permittee or authorized agent, the Department will consider extending the permit for up to but no more than three years. You must apply for a new permit for completion of any work not accomplished under the original permit. Although you may apply for a new permit, there is no assurance that such new permit for the same construction or activities would be approved. www.dep.state.11.us 4 i Jeffrey M. Lane, President October 11, 2013 Page Two The authorized work is strictly limited to that described on the enclosed permit. If you have any questions pertaining to this permit, please contact me by mail at the letterhead address (add Mail Station 3522), by telephone at (850) 921-7849, or by email at valerie.jonesndep.state.fl.us. Sincerely, Valerie Jones,Pe it anager Coastal Construction Control Line Program Division of Water Resource Management VJ/dw Enclosures cc: Permit Information Center Trey Hatch, Field Inspector City of Atlantic Beach, Building Official Corkie T. 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' § o9 ® » n ° a -. @ c a9 ® ® ¢ � . o . , n . m . 7 > 2 k ] ƒ E ƒ ® ' Mcg E k \ = m = § 2 0 3 n = _ m m 7 » O S m m = m ° ? % q = — O R p 2 ] \ § c g & / \ . _ = $ n & o7m em mng — o m , _ : _ 5 — 7 m e = a 7 5 c _ o o m 3 G E E m ± R 2 £ m e = n _ _ m E — ] - m m o ] m a = o o = _ ( 6 cn o _ e m a — 0 m g 4 �' w m = _ m = m m E j p m e e w o e « ®• R E / ® / R 2 \ \ % 0 / % � ■ _ @ ■ ■ (D CD 11) O 0 \ � _ ] D g ° ( ao $ \ / k 7 0 q 0- �� / \ x 2 § C R CL \ / % y 2 CL A) O -U c (n \ 2 c q m 3 \ 0 \ ] k m 2 \ \ ƒ I ID m 2 o D C 2 CD/t 7 = – ° $ m e \ / / CL CD C_ o (n /_ 0 ƒ oa) co 0 » ¥ R n e c f (n \ / ( 7 0 CD S = O k 0 $ / 7 \§ o 99 mo \ { �m o \ g / \� 0 / 0 § x\ ƒ \ / ƒ G / ® & § = R / - _ = a % 0) o = OL) : cn / / ƒ m Ef / > /ƒ � / CD _ ■ – 0- \. 0 7 ° 2 C: § (D ° 5 ° _ $ $ \ / k \ ƒ (nn \ \ e / a 0 a _ -0 N) � \ / \ § \ ƒ \ Gj � cn 0 \ \ » / \ O / 0 2 $ ) E$ \ / 7 / � / 0 o / 3k � = e ° $ � = 7 � § 2 ¥, = o § % / ] -u _ / c | / / (n Z3 (n \ $ / n 5 c (n m c ƒ \ -4 C 0 —0 - (D \ 7 0 9 ) \ \ 2 - \ / \ a o CD c , o x c | @ / \ g ] / k I I 9 - 0 < � 2 / 3k / \ \ / \ e \ /. / R ° 5' E az – $ f \ � _ 3 % / Cx r w w 0 w @ � Job Information Builder: Morales Group Job#: J-13-0716 (8SFile#: FL Salesman: Jason Brackin Designer. Fill in later Manning Building Supplies Report and Delivery Date Job: Jacksonville,Florida 32256 jaxtruss@mbs-corp.com Date: 1/28/2014 Phone:(904)268-8225 . Fax:(904)260-2981 Morales-GOODEN Renovation Del.Date: 227 Beach Ave Atlantic Beach FL Cover Sheet ITruss Level 24" SYS42 Floor Alphw EMn..red P.d.O..k Qty Span Description Pitch OHL TC Size Truss 0/_1 Height TC/BC OHR BC Size 2 33'04"00 T01 8.00/0 01'001,00 2x4 06'02"00 01'001,00 2x6 2 33'04"00 T02 8.00/0 01'001,00 2x4 OTO6"00 01'001,00 2x4 2 33'04"00 T03 8.00/0 01100"00 2x4 08'07"06 01100"00 2x4 1 33'04"00 T04 8.00/0 01'001,00 2x4 08'07"14 01'001,00 2x4 1 33'04"00 T05 8.00/0 01100"00 2x4 08'08"06 01'001,00 2x4 8 33'04"00 T06 8-00/ 0 01'001,00 2x4 08'08"13 01'001,00 2x4'4K�� 7 33'04"00 T07 8.00/0 01'001,00 2x4 08'08"13 01'001,00 2x4 1 33'04"00 T08 8.00/0 01'001,00 2x4 08'07"14 01'001,00 =x6 1 33'04"00 T09 8.00/0 00'001,00 2x4 08'08"06 01'001,00 2x4 1 33'04"00 T10 8.00/0 00'001,00 2x4 08'08"13 01'001,00 2x4 2 01'07"06 T10A 8.00/0 01'001,00 2x4 02'06"14 00'001,00 2x4 1 05'10"08 T10G 0/ 0 00'001,00 2x4 02'06"14 001001,00 2x4 2 33'04"00 T12 8.00/0 01'001,00 2x4 08'08"13 01'001,00 2x4 4 33'04"00 T13 8.00/ 0 01'001,00 2x4 08'08"13 01'001,00 2x6 2 33'04"00 T14 8.00/ 0 01'001,00 2x4 08'08"13 01'001,00 2x4 2 21'09"08 T15 8.00/0 01'001,00 2x4 08'08"13 00'001,00 2x4 ASZ HomeBASE by Alpine Engineered Products,Inc. Page 1 of 3 1 Job* J-13-0716 'Qty Span Description Pitch OHL TC Size Truss O/A Height TC/BC OHR BC Size 2 04'06"13 T15A -8/0 00'001,00 2x4 04'06"09 01'001,00 2x4 1 05'10"08 T15G 0/0 00'001,00 2x4 08'07"08 00'001,00 2x6 1 05'10"08 T15GA 0/0 00'001,00 2x4 03'00"09 00'001,00 2x6 1 05'10"08 T10GA 0/ 0 00'00"00 2x4 05'08"04 00'001,00 2x6® 1 33'04"00 T11 8.00/ 0 01'001,00 2x4 08'08"13 01'001,00 2x4 8 01'001,00 J01 8.00/0 01'001,00 2x4 02'02"00 00'001,00 2x4 8 03'00"00 J02 8-00/0 01'001,00 2x4 03'06"00 00'001,00 2x4 8 05'00"00 J03 8.00/ 0 01'001,00 2x4 04'10"00 00'001,00 2x4 11 07'00"00 J04 8.00 / 0 01'001,00 2x4 06'02"00 00'001,00 2x4 2 09'10"01 J05 5.66/0 01'05"00 2x4 06'01"10 00'001,00 2x4 2 09'10"01 J06 5.66/ 0 01'05"00 2x4 06'01"10 00'001,00 2x4 11 OT00"00 J07 8.00 /0 01'001,00 2x4 06'02"00 00'001,00 2x4 A P,o"a P.-,m • • • • • ,�iPme E"ei"aeaa PAo"n+.m� Qty Span Description Pitch OHL TC Size Truss O/A Height TC/BC OHR BC Size 1 12'11"08 F01 0/0 00'001,00 4x2 02'00"00 00'001,00 4x2 22 12'11"08 F02 0/0 00'001,00 4x2 02'00"00 00'001,00 4x2 10 13'02"00 F03 0/ 0 00'001,00 4x2 02'00"00 00'001,00 4x2 7 13'02"08 F04 0/0 00'001,00 4x2 02'00"00 00'001,00 4x2 1 13'02"08 F05 0/ 0 00'001,00 4x2 02'00"00 00'001,00 4x2 1 20'00"00 F06 0/ 0 00'001,00 4x2 02'00"00 00'001,00 4x2 21 20'00"00 F07 0/ 0 00'001,00 4x2 02'00"00 00'001,00 4x2 4 20'00"00 FO8 0/ 0 00'001,00 4x2 02'00"00 00'001,00 4x2 10 20'03"08 F09 0/0 00'001,00 4x2 02'00"00 00'001,00 4x2 HomeBASE by Alpine Engineered Products,Inc. Page 2 Of 3 w Job,#: J-13-0716 Qty Span Description Pitch OHL TC Size Truss O/A Height TC/BC OHR BC Size Qty Description 16 HTU26 44 THA422 Gwgi3� : - Qty Span Description 2 20'00"00 BM01 23 7/8"LVL (952) 2 22'00"00 BM02 23 7/8"LVL (952) Trusses: 126 Hangers: 60 Jacks: 50 Beams: 4 Piggy Backs; 0 I-Joist: 0 Total Trusses in Package: 176 Rim Board: 0 HomeBASE by Alpine Engineered Products,Inc. Page 3 of 3 x ITW Building Components Group, Inc. I�, 2400 Lake Orange Drive suite 150 Orlando FL 32837 Florida Engineering Certificate of Authorization Number:0 278 Florida Certificate of Product Approval#FL 1999 pp '••�r C '. 4 ��. Page I of I Document ID:I V39151-ZO222130350 S Nr).22039 Truss Fabricator: Manning Building Supply of Jacksonville, Inc. * n Job Identification: J-13-0716--Morales Group - -- 227 Beach Ave Atlantic Beach, FL t� TE �F Truss Count: g Model Code: Florida Building Code 2010 '. Truss Criteria: FBC201 ORes/TPI-2007(STD) is' Engineering Software: Alpine Software,Version 12.03. IpA` Structural Engineer of Record: The identity of the structural EOR d i d not exist as of Address: the seal date per section 61615-31.003(5a) of the FAC Minimum Design Loads: Roof - N/A Floor - 65.0 PSF @ 1.00 Duration 01/22/2014 Wind - No Wind Notes 1. Determination as to the suitability of these truss corrponents for the Walter P.Finn 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 nust notch the date shown 1950 Marley Drive on the individual truss component drawing.. Haines City,FL 33844 3. The loads indicated on all referenced girder trusses are consistent with the truss layout provided by Manning Building Supply of Jacksonville, Inc. 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: HCUSR151 Details: EJCORNER-STRBRIBR-DEFLCAMB- rlRef Description Drawing# Date 44151 -F - 0 11 14022001 01/22/14 2 44152-402 14022002 01/22/14 3 44153-403 14022003 01/22/14 4 44154-404 14022004 01/22/14 5 44155-405 14022005 01/22/14 6 44156-406 14022006 01/22/14 7 44157-407 14022007 01/22/14 8 44158-408 14022008 01/22/14 9 44159-409 14022009 01/22/14 1 ry O rt"O O 7 \C O O L _0 't-0 rt LP N -- O U _ (� to AK c rt N N 7 S S::r W D c o� OJ ON 0 o� ao O o D _ � �� comm o w, (p as On6 r - `* Ua AAA ° ° v o > > << u 'CN x x x f.)1 N N N U t D N N N N O Z < - I I N x m (D rt O) p A y. - N rt w C r O. N V)VI 0) x J u r If _ ^ 3 to O m N VI N �'O m W n rt nLnLA mrt - N Ul III m 7 VIN 7 f0 NNN N o < vim ? D T III m n no rt www i� '- IJ a O O�Zad a WW00 W C _ m rt NON 3 V N u x N S a O.-. 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P 3 3 N Q d 0 ° 3 3 apJd�" 3QNnso»g rD+Al 3 N Q N S 0 h •+-0 P U1 N 3 �.+ 3 p N 3 3 rp 0 Ln m.qa va" od_ms o 3 ID Ul N 3 3 Ul 3 P Ul 3 p NDm 6*- �� 3 p -0 P p QO o p 3 3 O Q U1 P 1+rp cF »Q? -:n n'm>° 'a AlN '+ 3 p 3 UI N �.+Q3 C Ul N P S Q `.41e . � . ITW Building Components Group, Inc. �� R A,`N 2400 Lake Oran ge Drive suite 150 Orlando FL 32837 Florida Engineering Certificate of Authorization Number:0 278 �.. ''• by Florida Certificate of Product Approval#FL1999 � �� f�c��'''•, �� Page I of I Document ID:I V3A 151-Z0224144636 M:►.22839 Truss Fabricator: Manning Building Supply of Jacksonville, Inc. * 4160A \ am Job Identification: J-13-0716--Morales Group - -- 227 Beach Ave Atlantic Beach, FLe ,a • zTruss Count TE 01728Model Code: Florida Building Code 2010 Truss Criteria: FBC201ORes/TPI-2007(STD)Engineering Software: Alpine Software,Versions 12.03, 13.02. i�jrA�. Structural Engineer of Record: The identity of the structural EOR d i d not exist as ofd{ Address: the seal date per section 61G15-31.003(5a) of the FAC Minimum Design Loads: Roof - 50.0 PSF @ 1.25 Duration Floor - N/A 01/24/2014 Wind - 130 MPH ASCE 7-10 -Closed Notes: 1. Determination as to the suitability of these truss components for the Walter P.Finn 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 1950 Marley Drive on the individual truss component drawing.. Haines City,FL 33844 3. The loads indicated on all referenced girder trusses are consistent with the truss layout provided by Manning Building Supply of Jacksonville, Inc. 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: HCUSR151 Details: EJCORNER-CNNAILSP-BRCLBSUB- # Ref Description Drawing#___ Date 1 56958--T01 14023011 01/23/14 2 56959--TO2 14023012 01/23/14 3 56960--TO3 14023013 01/23/14 4 56961--TO4 14023014 01/23/14 5 56962--TO5 14023015 01/23/14 6 56963--TO6 14023016 01/23/14 7 56964--TO7 14023030 01/23/14 8 56965--TOB 14023038 01/23/14 9 56966--TO9 14023028 01/23/14 10 56967--T10 14023033 01/23/14 11 56968--T10A 14023024 01/23/14 12 56969--T10G 14023034 01/23/14 13 56970--T12 14023029 01/23/14 14 56971--T13 14023017 01/23/14 15 56972--T14 14023035 01/23/14 16 56973--T15 14023022 01/23/14 17 56974--T15A 14023027 01/23/14 18 56975--T15G 14023032 01/23/14 19 56976--T15GA 14023031 01/23/14 20 56977--T10GA 14023036 01/23/14 21 56978--T11 14023037 01/23/14 22 56979--J01 14023026 01/23/14 23 56980--JO2 14023025 01/23/14 24 56981--JO3 14023023 01/23/14 25 56982--JO4 14023019 01/23/14 26 56983--JO5 14023020 01/23/14 27 56984--JO6 14023021 01/23/14 128 56985--JO7 14023018 01/23/14 ' ITW Building Components Group, Inc. � R W�, 2400 Lake Orange Drive suite 150 Orlando FL 32837 Page 1 of I Document ID:1V3A15I-ZO224144636 Q` �'•(;ENS" Truss Fabricator: Manning Building Supply of Jacksonvi I le, Inc. 1 NO.22$39 Job Identification: J-13-0716--Morales Croup - -- 227 Beach Ave Atlantic Beach s Truss Count: 2 Model Code: Florida BuiIding Code 2010 TE �F Truss Criteria: FBC2010Res/TPI-2007(STD) Engineering Software: Alpine Software,Vers i ons 12.03, 13.02. ��,�•• .4o R 1Q Structural Engineer of Record: h •'•••....••C ••� Address: �uSIONA` fi Minimum Design Loads: Roof - 50.0 PSF @ 1.25 Duration Floor - N/A Wind - 130 MPH ASCE 7-10 -Closed Notes: 01/24/2014 1. Determination as to the suitability of these truss components for the structure is the responsibility of the building designer/engineer of -Truss Design Engineer- record, as defined in ANSI/TPI 1 Walter P.Finn 2. The drawing date shown on this index sheet must match the date 1950 Marley Drive shown on the individual truss component drawing. Haines City,FL 33844 3. As shown on attached drawings; the drawing number is preceded by: HCUSR151 Revised Trusses # Ref Description Drawingill, Date 1 56964-407 14023030 01/23/14 2 56984-406 14023021 01/23/14 ME I _ v m f f m Co o-W =r CO-i r d CD O - W (D 7 7 1 \C 0 0 L -..{ 0 rt rt 7 7 rt 0 -I O O O W 3 rt-0 m o CD o O. a S 3 Cr CD O' N 0 0 w • f 0 3 - 007-0 - - N1 SLS S `n rt O C7 S rt O w x 0 O m 0 0 O �f - 0 d (0 O 0 w O 1 0 (a CT 1 1 J r w O O O S O. O 7c -Dc W 1 N Q.a. !7 p, 0 r O 1 7 O N rO- a 000 N d 07 �O 3 N 1 II O7 '1 rt A 00 .. CT d NNN 1 _ O.3 a d M0. d O r.)0 O K m X X X a r z Q Un N fD 0 0. 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T. 3 3 1 7 D r'1 Ll rl r p � 10 V) c w tA O h - O, -------_ - W ;s ty 1 FILE COPY . zona Beach,FL UNIVERSAL •Fort Myers.FL ENGINEERING SCIENCES R,. •Fort Pierce,FL R3 . f ., � '7—�—'/� •Gainesvie,FL Consultants in:Geotechnical Engineering•Environmental Engineering•Const n Materials Testing• =Jackso IFLFL Threshold Inspection•Private Provider Inspection•Geophysical Studies •Leesburg,emi,FL •Norcross,GA •Ocala,FL •Odando,FL June 19, 2014 •Palm Coast.FL •Panama City.FL •Pensacola.FL •Rockledge,FL •Sarasola,FL Morales Construction •St.Augustine,FL 6950 Phillips Highway, Suite 15 •Tampa,FL Jacksonville,FL 32216 •West Palm Beach.FL Subject: Auger-Cast Pile Installation Observation Letter 227 Beach Avenue Atlantic Beach, Florida UES Project No. 0950.1400023.0000 Dear Chris: Universal Engineering Sciences, Inc. (UES) has completed the Auger-Cast Pile (ACP) Installation Observation Report/Letter for the listed project. The purpose of the observation was to provide individual records for the installed piles, which will support the residence and dipping pool. The following paragraphs provide the final summary of the results of our monitoring. Observation of the auger-cast pile installation was conducted by an Engineering Technician who recorded pile identification numbers, time of pile installation,pile tip and top elevations, the auger diameter, and actual and theoretical pile volumes (based on pump calibration). A pump calibration was performed on site in a 55-gallon drum, resulting in a 1.08 cubic feet per stroke volume ratio. A total of forty-seven(47) auger-cast piles were installed June 9 and 10, 2014 by Brevard Grouting. The auger-L_;,i Hiles for the house construction were installed with a 14-inch diameter auger and have, ;rile lengths of 30 feet each. Note four (4) piles were installed with a 16-inch auger. Thu- auger-cast piles for the pool construction were installed with a 16-inch diameter auger and have pile lengths of 30 feet each, according to the provided Pile Layout Plan (Shut S2.1). The associated pile numbers for the house were designated using column lines assigned by Brevard. Figure 1 shows the Pile Location Plan and associated assigned column lines. Note that the piles were located in the field by others. The steel reinforcement shop drawings provided by Brevard Grouting detailed six (6)-#6 vertical reinforcement bars by 29 feet in length for the 14-inch diameter piles and eight 5561 Florida Mining Boulevard South • Jacksonville, Florida 32257 • (904)296-0757 • FAX(904) 296-0748 Pile Installation Observation Letter UES Project No.0950.1400023.0000 277 Beach Avenue Atlantic Beach,Florida June 19,2014 Page 2 of 3 (8)#7 vertical reinforcement bars by 22 feet in length with a 29 toot#8 center bar for the 16-inch diameter piles. The 14-inch piles were constructed by inserting the six (6) #6 bars, however, the 16-inch piles were constructed using six (6) #8 bars and one (1) #6 center bar. Two (2) sets of four (4) 4-inch diameter by 8-inch tall grout cylinders were made for compressive strength testing, one on each day. The cylinders were transported to our laboratory for moisture curing and testing. Results of the concrete testing including strength tests will be forwarded upon completion of testing. The auger-cast pile records are attached in this Letter Amendix. 1 2 3 4� S 6 -- - -- -------777T:___ , --- , i E h I 15 Figure 1.Pile Placement Plan Layout for House and Dipping Pool All pile tip elevations were installed to -12.0 feet (based ori a provided site ground elevation of+17,0 feet) with the pile lengths of 30 feet. The individual pile grout factors range from 1.24 to 2.00 with an average of 1.47. The auger-cast piles for the house & dipping pool were installed in general accordance with standard industry installation practices. UES has not evaluated the auger-cast pile capacities.s We have assumed that the designer has specified the materials to be used and that they are appropriate for this application. 2 Pile Installation Observation Letter UES Project No.0950.1400023.0000 June 19,2014 277 Beach Avenue Page 3 of 3 Atlantic Beach,Florida If you have any questions concerning this letter, or if you need any additional information, please do not hesitate to contact our office at your convenience. We appreciate the opportunity of working with you on this project, and look forward to a successful completion. Sincerely, UNIVERSAL ENGINEERING SCIENCES,INC. Digitally signed by Joshua C. ``��PM G 1 �� Adams ,,roy��U�rx�; Adam G. Kirk DN:cn=Joshua C.Adams,o, 2014.06.19 ou, '* Plo.7�66Y email=jcadams@universalen * �` gineering.com,c=uSSTATE OF - 15:31:58 Date:2014.06.1915:33:21 _04'00' -04'00 Adobe Acrobat version: 11.0.3 Joshua C. Adams Adam G. Kirk,P.E. Deep Foundation Engineer Deep Foundation Engineer Florida P.E. Number 74552 Date: Attachments: Auger-Cast Pile Installation Records 3 UNIVERSAL TIME AND EXPENSE INFO ENGINEERING SCIENCES TRAVEL TIME: Conswwnn 1n,Oeoatl•,i"Engyneon�q•Em•ooiarpnly EnyrwerM,q•Caislr�:5a�MmfmaU Taunq ThreshedkWwi -pma Is Pro ,InB WUO•Gcq 9ry 1:i h,tbef ARRIVAL TIME: AUGER CAST PILE DEPART TIME: FIELD DATA SHEET CLIENT REP: rOTAL MILEAGE: PROJECT NAME: 7-Z--4- t3 C n,,,a p vjp DATE: PROJECT ID: J�q UES REP: 5• �,z r 1�- 7 CLIENT: Ry ryt, S CO, .RACTOR: a c_v,,,z,1 Pile No. Strokes 0 to 5 ftell g y Strokes 5 to 10 ft $ 9 Strokes 10 to 15 ft 9 Strokes 15 to 20 ft $ q 8 Strokes 20 to 25 ft 4 g 3 Strokes 25 to 30 ft Strokes 30 to 35 ft Strokes 35 to 40 ft Total Strokes 5-0 S/ Compression/Tension Pile Pile Top Elevation (ft) — Ground Elevation (ft) t ! / ,� /4- Auger .Au er Diameter(inch) `" t Start Auger Time 3 : 3 c> : . Complete Auger Time 3 3 3 3: v 4 0 y:! Rate of Drilling at Last 3 ft ! g s c c ZZ s t c. o 1 9 s c c Final Pile Length (ft) 3 n 10 Pile Tip Elevation (ft) Theor. Pile Vol. (ft') '"1 1— qc.(/, (40 b V/ (-,b (4.b Start Grout Time 3: 33 3: o V : a 3 End Grout Time 3 : 3 + 3: S/ Uniform Auger Extraction Y Reinforcing Steel (p,18 t ,, & Total Stroke No. p r��• S/ Stroke to Volume Ratio , O 6 Total Grout Volume og Overall Grout Factor ( , 2 q r. Z /• 3Z Concrete Truck No. /o o Batch Time Cylinder No Notes: UNIVERSAL TIME AND EXPENSE INFO ENGINEERING SCIENCES TRAVEL TIME: ComWWnb In cw wd,--m Enymw,e j`Envmrrrier J En¢ mg•COrYilntMpn latienau Terain9 Tbm.wid k'Q.OklM-P'Wo PrWdo,inepKW-Geopr/AC 1 SNdus ARRIVAL TIME: AUGER CAST PILE DEPART TIME CLIENT REP: FIELD DATA SHEET rOTALMILEAGE: PROJECT NAME: '2.1 4 3 C je DATE: PROJECT ID: UES REP: S• Qcz�51e�r CLIENT: CONTRACTOR: Pile No. rj- I a E v F - 9 F'-1 u Strokes 0 to 5 ft b Strokes 5 to 10 ft L �' Strokes 10 to 15 ft 3 } 3 8 t Strokes 15 to 20 ft Strokes 20 to 25 ft to � � 8 Strokes 25 to 30 ft ` } Strokes 30 to 35 ft Strokes 35 to 40 ft Total Strokes 30 Compression/Tension Pile Pile Top Elevation (ft) fi• r Ground Elevation (ft) Auger Diameter (inch) Start Auger Time �'�• �Z S� 12 '�' Complete Au er Time : t 4 S= 5 5 - v `E • S b S' 3 y, Rate of Drilling at Last 3 ft / B s a 2l Fc 3� s c c 3v sac Final Pile Length ft) FT 3 c� F T a F r 3v Fr 3n . 7 Pile Ti Elevation (ft) /I.F'r 7 Theor. Pile Vol. (ft3) �Z•m• 4 3 Start Grout Time S End Grout Time S` Z-L- Uniform Auger Extraction Reinforcing Steel 6�•ui�7—rc� Total Stroke No 38 3 9 `{O 37 Stroke to Volume Ratio /, 05 /, oB /. OF /,05 Total Grout Volume q/.o`� `fL '� Z `f 3• Z yZ.i2 —2 .9z Overall Grout Factor 1 -2- 3 C> Concrete Truck No5-35-1, Batch Time Cylinder No. Notes: UNIVERSAL IE AND EXPENSE INFO ENGINEERING SCIENCES TRAVEL TIME: Gnu,wante In(ieo,1(:nrot.fl Engnaerng.E,rveomwnlal Engnce„nq•Cor,sV+xrun MaraiaW fe51in9 Tnresnotl Irwwu,:w,•annin Pmnaor inav 7rar,•�eocnvs cai sti,4as ARRIVAL TIME: AUGER CAST PILE DEPART TIME: FIELD DATA SHEET f0'CLIENT REP: AL MILEAGE: PROJECT NAME: z S fi wC O fA y I. DATE: PROJECT ID: UES REP: S . PA t s Le-r CLIENT: -Kelp VA C--" CO' TRACTOR: 8►z Pile No. 5" p -! o C- Io ' - /cz 'g _13 9 Strokes 0 to 5 ft 4 Strokes 5 to 10 ft r o g, 9 Strokes 10 to 15 ft r $ $ $ Strokes 15 to 20 ft Strokes 20 to 25 ft I o g� Strokes 25 to 30 ft 9 c{ Ct Strokes 30 to 35 ft Strokes 35 to 40 ft Total Strokes S 9 z1 f3 y g q q s `f 9 Compression/Tension Pile Pile Top Elevation ft + /8 Ground Elevation (ft) Auger Diameter(inch) I Lo " Start Auger Time $31 $S S 3 Complete Auger Time 8: 3l0 t3 S$ `r; I a `�: 2 a Qi: 3 9 `i; $ Rate of Drilling at Last 3 ft 9 0 s 30 Z o sic Final Pile Length (ft) 0 T- 7 Pile Tip Elevation (ft) - /2- Theor. Pile Vol. (ft) .3Z,Zq — Start Grout Time $; 3 $% 3-'s moi% `I 8 End Grout Time $; 3 g 11 : o 9 : i 3 q Z3 ci: z- Uniform Au er Extraction Y Y Y Y Y Y Reinforcing Steel Total Stroke No. 5- 17 y $ `i g y 3-8 q Stroke to Volume Ratio Total Grout Volume 3.4 Z S-/, S I. g S-2-, 9 2 6 Z, Overall Grout Factor . S Z / ' (o v 1 (P I , 11,0 1, Concrete Truck No. I oc)z2,y _ wzLiys Batch Time Cylinder No t2l-� Notes: UNIVERSAL TIME AND EXPENSE INFO ENGINEERING SCIENCES TRAVEL TIME: Gran=_ulanis In Geoedrnca'Ugneenng•EnVOMMrid!Eognoorinq•Conswctlun Mmene!9 199mg• ARRIVAL TIME: 'tiraslalo InFnalnn•P^'n:o PmMor 1,wrfton•G..^s cal St.d.% DEPART TIME: AUGER CAST PILE CLIENT REP: FIELD DATA SHEET rOTALMILEAGE: PROJECT NAME: DATE: 2 (�E �� t — UES REP: PROJECT ID: a E✓ c; — CONTRACTOR: 8 p- CLIENT: Pile No. l� 8 Strokes 0 to 5 ft Strokes 5 to 10 ft Strokes 10 to 15 ft S $ 1 Strokes 15 to 20 ft 1 J $ Strokes 20 to 25 ft g } Strokes 25 to 30 ft � g Strokes 30 to 35 ft Strokes 35 to 40 ft y 8 L 0 y-L- Total ZTotal Strokes '4 14 cl Com ression/Tension Pile Pile Top Elevation (ft) t n 41 4- 1 4 1"4� Ground Elevation ft Au er Diameter(inch Start Au er Time • s� l l ; Z Com lete Au er Time 10 Rate of Drillina at Last 3 ft i� sec r9 I Final Pile Len th ft9 T Pile Ti Elevation ft – /1`7 5 Theor. Pile Vol. ft' 3 i `LI Start Grout Time t v 0 10, v 1 0 ! 1 !o: tl tl . o 11 '. Ig II L� End Grout Time /° Uniform Auger Extraction g Y � g � � $ � Reinforcin Steel b• '� B �O a 14 Z Total Stroke No. `f S Lt 8r 8 $ f. 0 $ Stroke to Volume Ratio 0 0 �_' f. C7 vb Total Grout Volume S t' 8 S 1 $ j , j�- D Overall Grout Factor lot 4 /oe zVµ�►e i o v-Lt.446 Concrete Truck No. loo zit 1 G U L�• IDG'L�1 �� : ,n p d" Z-0 f5 0 Batch Time Cylinder No. Notes: UNIVERSAL TIME AND EXPENSE INFO ENGINEERING SCIENCES anw neon m(JIM-P-W Engin—q•Erea,—,jal En TRAVEL TIME: Tvxe U IncpdMa,.P-10 Pww]n. wM9 �"' Malorwl6 Ieung n^�•[;vqhv»:al�h,6es ARRIVAL TIME: AUGER CAST PILE -`EPARTTIME: FIELD DATA SHEET CLIENT REP: TOTAL MILEAGE: PROJECT NAME: 2--q gra _,• eve DATE: PROJECT ID: UES REP: CLIENT:—$aF�AQ CONTRACTOR: Pile No. Strokes 0 to 5 ft q } '--j6 Strokes 5 to 10 ft 8 9 I b Strokes 1.0 to 15 ft Strokes 15 to 20 ft Strokes 20 to 25 ft Strokes 25 to 30 ft } 4 8 } Strokes 30 to 35 ft Strokes 35 to 40 ft Total Strokes f Z 3,Y Compression/Tension Pile Pile Top Elevation (ft) /B > Ground Elevation (ft) ----- Au er Diameter(inch) Start Auger Time 3 z // ; y y // : .r 3 Complete Auger Time // : 3 S // 4 // S} z : o b / : > 3 Rate of Drilling at Last 3 ft 1 t. SEC- /9 r sc Z 3 s cc- Final Pile Len th (ft) 30 F-r Pile Tip Elevation (ft) - / p-T Theor. Pile Vol. (ft3) 3 2. z..,{ 7 Start Grout Time /! : 3 s �/ : �,�. End Grout Time 11 : 3 Uniform Au er Extraction Reinforcing Steel (o sx b Total Stroke No. y S / q L Sr 3 y / 39 Stroke to Volume Ratio I. o 0 Total Grout Volume y y. z $ S S. �'8 40 3'. 'S b }I;, y f v Z-16 Overall Grout Factor ( . 3- t , -0 / 14 Concrete Truck No. too-21,,fg6 /vo'z&VYL ,� ��"L�y ivoLS}96 L: _. 7{d 4y Sp (a Batch Time Cylinder No Notes: UNIVERSAL TIME AND EXPENSE INFO ENGINEERING SCIENCES TRAVEL TIME: „atwnryn.3eme0waenynaennq•Fviromm�nra!Epneodny•(AnstucfionMalenaaientinq• ARRIVAL TIME: Ehatl rn6aBCltan•VIN.I'-+^•nM`.nfN'rt'^.'.•'.•:.^^v3 Via!S'i�AS DEPART TIME: AUGER CAST PILE CLIENT REP: FIELD DATA SHEET rOTAL MILEAGE: DATE: PROJECT NAME: UES REP: S Pkc.sAEz- — PROJECT ID: CONTRACTOR: CLIENT: A- 3 Pile No. f{ 5 ' 4 -� Strokes 0 to 5 ft w 4' Strokes 5 to 10 ft to Strokes 10 to 15 ft b L Strokes 15 to 20 ft $ g Strokes 20 to 25 ft 4 8 $ Strokes 25 to 30 ft $ Strokes 30 to 35 ft Strokes 35 to 40 ft Total Strokes 3 `� 1 Compression/Tension Pile _---� Pile Top Elevation (ft) l 2 / / -/ / -q Ground Elevation (ft Au er Diameter(inch /4 I`f/ ; 5 S 2:p Z; I S Start Au er TimeS l t q 1 : 2 S 1• y Sv Z:o o i k Com tete Au er Time 5 c L`I Ste 3o S C,c Rate of Drilling at Last 3 It o c 5 ` 3 r 3vF Final Pile Len th (ft —5 C> Pile Tip Elevation (ft) - 1 ZF"r 7 Theor. Pile Vol. (ft) -7, Z-'k' Z:O L t 8 Start Grout Time / 2 'Z- End LEnd Grout Time / :Z 5 Uniform Auger Extraction Y Y Reinforcing Steel - p.�' Total Stroke No O V, o © B /• 0 8 Stroke to Volume Ratio '1 44 y S-• 3 b v Total Grout Volume `�1 `' y`I "� 2 -0 / O t • 3�- I . 3�• ! • c7. ( . Overall Grout Factor Z-� I��i��A,, � 01) f l'+lo Concrete Truck No. Ivo Z.57:f a s r o`' z S,4 %0 ui Z Batch Time Cylinder No Notes: UNIVERSAL TIME AND EXPENSE INFO ENGINEERING SCIENCES C—'Wwnu iu'- ,raEnyrwne+au—i y�.�&nnnenn..n(;eralEn h •CM TRAVEL TIME ThF6"kJ W .p0, : �YW Cel$IY(je9 ARRIVAL TIME. AUGER CAST PILE DEPART TIME: FIELD DATA SHEET CLIENT REP: r0TAL MILEAGE: PROJECT NAME: -2 1 l of �. DATE: PROJECT ID: CLIENT: UES REP: PZcS/t; g �, CONTRACTOR: Pile No. 13 -- 7- r3 - -3 4 S F O Strokes 0 to 5 ft 4 y Strokes 5 to 10 ft 8 � Strokes 10 to 15 ft Strokes 15 to 20 ft Strokes 20 to 25 ft --7- 8 Strokes 25 to 30 ft :41 8 g g 8 8 Strokes 30 to 35 ft Strokes 35 to 40 ft Total Strokes 4 4 v 4 r 2- Compression/Tension Pile Pile Tom Elevation (ft) /g Ground Elevation (ft) f Au er Diameter(inch) Start Auger Time 2 3 �- Z,-� -- 3'to 3'.0 3:3Z Complete Auger Time 2'- c, 2' 3 f; ��' ;� ► 3 Rate of Drilling at Last 3 ft / K s rc 20 gg Final Pile Len th (ft) 3 a c T- 7 Pile Tip Elevation ft) - z F-T- -- Theon. Pile Vol. (ft3) 3Z . t V --- Start Grout Time -z.: 3,i3 3: 23 �; 3t End Grout Time 2: Uniform Auger Extraction y Y Y y Reinforcing Steel to +d (a Y Y Total Stroke No. 44 y 44 X-4 o L4 s Stroke to Volume Ratio C, $ 3 n Z =7 Total Grout Volume 4, 5-4- 9 4. S Z q3 Z V 8 Overall Grout Factor, 4 z r Z y ' 3 • � - 4 �- 1 . 33 lS 1, a l . 1Fo Concrete Truck No 1oozreAm- 1 cro t bF k�. 1 0 0 by`l;o Batch Time JZ Cylinder No. z: o Notes: TIME AND EXPENSE INFO UNIVERSAL ENGINEERING SCIENCES TRAVEL TIME: ConWtmI N GeoWill KAI Eng.nemmg•Frnaemll--"a III i'Cor bocnon Mmmiefa Toot ng Tnresnold lnsnac�lun•Prnuo 0—d.,i,picno••lkaowlw SYOM ARRIVAL TIME: AUGER CAST PILE DEPART TIME: CLIENT REP: FIELD DATA SHEET rOTALMILEAGE: PROJECT NAME: 2-4-4 DATE: PROJECT ID: UES REP: CLIENT: CONTRACTOR: 6 g,/ Pile -,/APile No. F - 3 D - 3 a i F - 2 F - ( 1 Strokes 0 to 5 ft -11- Strokes }Strokes 5 to 10 ft Strokes 10 to 15 ft `� b Strokes 15 to 20 ft } / j v Strokes 20 to 25 ft 874 Strokes 25 to 30 ft o Strokes 30 to 35 ft Strokes 35 to 40 ft Total Strokes y 2- Compression/Tension Com ression/Tension Pile _ 7 Pile Top Elevation (ft /0 __x Ground Elevation (ft) f /-4 r Auger Diameter(inch) 4" Start Auger Time 3 V. 3 f39 4S"S` Com lete Auger Time 3' S(o `� - C, `/ LF 0 Rate of Drillinq at Last 3 ft /6 s -, s -c / - / 5 Sec- Final Pile Len th (ft) 30 F Pile Tip Elevation (ft) Theor. Pile Vol. (ft3) z� 3 -L•p Start Grout Time 3 �- L/ i 3 End Grout Time _3 '. 5 C3 Y Uniform Auger Extraction Reinforcing Steel p` # 6 t" 6 Total Stroke No. Sg S � 3 Stroke to Volume Ratio / • �' 8 C) Total Grout Volume L! • -S l0 4 • 3�" L L'�" 54 C:o Overall Grout Factor r' `{ a 1 • � O ! . q O I Concrete Truck No. lao z(-4q . Batch Time Cylinder No. Notes: UNIVERSAL AE AND EXPENSE INFO _NGINEERING SCIENCES RAVEL TIME i KM10 k to tceoi.-Pr v F.n�naer�g•Ernavrurrenty EnQrnvrir:g•Cunsuixyun Macrae iesUna aniM1U krcikrtwm•P+r,pe a,WyK=1ne�var. C;e3Gtrvm ca'ah 6nz •ARRIVAL TIME AUGER CAST PILE DEPART TIME FIELD DATA SHEET CLIENT REP R XL MILEAGE PROJECT NAME: Z � IR r,Q' H ay _ DATE: -to - los PROJECT ID: UES REP: St--- CLIENT: CLIENT: P.n r CONTRACTOR: RE'Ev uic � Pile No. Strokes 0 to 5 ft Strokes 5 to 10 ft (o Strokes 10 to 15 ft (e Strokes 15to 20 ft (o Strokes 20 to 25 ft Strokes 25 to 30 ft Strokes 30 to 35 ft Strokes 35 to 40 ft Total Strokes Lit 3 Compression/Tension Pile Pile Top Elevation (ft) +- /$ 0- / Ground Elevation (ft) + -� Auger Diameter(inch) Start Auger Time S: o L- Complete Auger Time :5-' 0 9 ; .3 p Rate of Drilling at Last 3 ft 1 s rc Final Pile Length (ft) 30ET 3r� FT Pile Ti Elevation (ft) �� Theor. Pile Vol. (ft3) 3Z Z Start Grout Time S a q S: 3 End Grout Time 5-: 2 s ; 3 3 Uniform Au er Extraction j/ Y Reinforcing Steel w b G, XX Total Stroke No. yt/ 39 Stroke to Volume Ratio /. p$ /� 0 .5 — Total Grout Volume ��• z 4/, �,f Overall Grout Factor, Concrete Truck No loo L Batch Time Cylinder No Notes: ?�►"Lyr1v� CITY OF ATLANTIC BEACH s� 800 SEMINOLE ROAD J ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5814 �Jjilt Application Number . . . . . 14-00000327 Date 7/10/14 Property Address . . . . . . 227 BEACH AVE Application type description SINGLE FAMILY RESIDENCE Property Zoning . . . . . . . RES SF DISTRICT Application valuation . . . . 1200000 ---------------------------------------------------------------------------- Application desc NEW HOME ---------------------------------------------------------------------------- Owner Contractor ------------------------ ------------------------ GOODEN, CORKIE T TRUST MORALES CONSTRUCTION CO. , INC. 4216 POINT LA VISTA RD 6950 PHILLIPS HWY, SUITE 15 JACKSONVILLE FL 32207 JACKSONVILLE FL 32216 (904) 296-9559 (904) 296-9559 --- Structure Information 000 000 NEW HOUSE Construction Type . . . . . TYPE 5-B Occupancy Type . . . . . . RESIDENTIAL Flood Zone . . . . . . . . ZONE X ---------------------------------------------------------------------------- Permit . . . . . . ELECTRICAL PERMIT Additional desc . . Sub Contractor . . UNITED ELECTRIC COMPANY OF Permit Fee . . . . 165 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 1/06/15 ---------------------------------------------------------------------------- Special Notes and Comments Avoid damage to underground water/sewer utilities . Verify vertical and horizontal location of utilities . Hand dig if necessary. If field coordination is needed, call 247-5834 . Ensure all meter boxes, sewer cleanouts and valve covers are set to grade and visible . A sewer cleanout must be installed at the property line . Cleanout must be covered with an RT1 concrete box with metal lid. Cleanout to be set to grade and visible. All runoff must remain on-site . Cannot raise lot elevation without measures to retain runoff . All concrete driveway aprons must be 5" thick, 4000 psi, with fibermesh from the edge of pavement to the property line . Reinforcing rods or mesh area not allowed in the right-of-way. Full right-of-way restoration, including sod, is required. Roll off container company must be on City approved list and container cannot be placed on City Right-of-Way. (Approved: 1Advanced Disposal, Realco, Shappelle ' s and Waste PERMIT ISB1rY YN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. ?jr�`1r CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD s3 ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5814 Page 2 Application Number . . . . . 14-00000327 Date 7/10/14 ---------------------------------------------------------------------------- Special Notes and Comments Full erosion control measures must be installed and approved prior to beginning any earth disturbing activities . Contact Public Works (247-5834) for Erosion and Sediment Control Inspection prior to start of construction. Street must be kept clean of silt/sand. 2010 FLORIDA BUILDING CODE, 2008 NATIONAL ELECTRIC CODE Full erosion control measures must be installed and approved prior to beginning any earth disturbing activities . Contact Public Works (247-5834) for Erosion and Sediment Control Inspection prior to start of construction. A sewer cleanout must be installed at the property line . Cleanout must be covered with an RT1 concrete box with metal lid. Cleanout to be set to grade and visible . *SUBMIT "CERTIFICATE OF COMPLIANCE" BY A LICENSED PEST CONTROL COMPANY PRIOR TO C.O. WINDOW AND DOOR INSPECTION: *INSTALLATION INSTUCTIONS REQUIRED *ALL STICKERS ARE TO REMAIN ON THE WINDOWS *PROVIDE ACCESS TO ALL WINDOWS TO INSPECT FASTENERS ------------------------------------------------------------------ Other Fees . . . . . . . . . STATE ELEC DCA SURCHARGE 2 .48 STATE ELEC DBPR SURCHARGE 2 .48 ----------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ------ Permit Fee Total 165 . 00 165 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Other Fee Total 4 . 96 4 . 96 . 00 . 00 Grand Total 169 . 96 169 . 96 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. ELECTRICAL PERMIT APPLICATION CITY OF ATLANTIC BEACH 800 Seminole Rd, Atlantic Beach, FL 32233 pp Ph(904) 247-5826 Fax (904)247-5845, .TOB ADDRESS: 21� p a C L A V.� - PERMIT# 19 JEA INFORMATION REQUIRED ON ALL PERMITSO 9 AMPS a y 0 VOLTS PHASE ,VALUE OF WORK$ 30�0 0 0 NEW SERVICE 0 Overhead Underground D Underground up Pole ❑Residential (Main) Service 00-100 amps 0101-150amps ❑151-200amps amps # of Meters ❑Commercial(Main) Service 00-100 amps ❑101-150amps ❑151-200amps ❑ amps OCT Service amps Conductor Type Size ❑Multi-Family(Main)Service 00-100 amps - ❑101-150amps 0151-200amps ❑ amps # of Unit Meters ❑Temporary Pole ❑ amps SERVICE UPGRADE ❑ amps ❑ CT Service amps NEW FEEDER(ADDITIONS,.ACCESSORY STRUCTURES,ETC.) ❑100 amps ❑150amp� 0200amps 0 amps OCT Service amps ADDITIONS,REMODELS,REPAIRS,BUILD-OUTS,ACCESSORY STRUCTURES,ETC. Outlets/Switches: 0-3 Damps 31-l 00amps 101-200amps Appliances: 0-30amps 31-100amps 101-200amps A/C Circuits: 0-60amps 61-100amps Heat Circuits: # circuits @ kw Number of Lighting Outlets, Including Fixtures: OTHER ELECTRICAL PROJECTS ❑Swimming Pool 0 Sign ❑Smoke Detectors_Qty ❑Transformers KVA ❑Motors hp FIRE ALARM SYSTEM (Requires 3 sets of plans&Fire Alarm Checklist) Qty volts/amps VALUE OF WORK$ REPAIRS/MISCELLANEOUS ❑Replace Burnt/Damaged Meter Can ❑Safety Inspection ❑Panel Change OOH to UG ❑Other: Permit becomes void if work does not commence within a six month period or work is suspended or abandoned for six months. I hereby certify that I have read this application and know the same to be true and correct. All provisions of laws and ordinances governing this work will be complied with whether specified or not. The permit does not give authority to violate the provisions of any other state or local law regulation construction or the performance of til J�J construction. sq,,`` Property Owners Name o D d tJo J\ Phone Number Electrical Company U n , -ta C—)'t C jn c C p a-( T4,,� Office Phone -13 1_q2_1 a Fax -131 -5311 Co.Address: _� City J c-x State�Zip 32 20 License Holder(Print): N' I �'L rL�� d�^� S of-'. State Certification/Registration 4 1300 53 V7 Notarized Signature of License Holder ' Sworn and subscribed before me this day o 1 0)y 2011 YP BRENDA K.GRI T-`''� ` Signature of Notary Public TdY CCI,U,4ISS10N#FF 107%53 ta"" t`� oT EXPIRES:April 23,20]8 "Eafl-O� UNIVERSAL ENGINEERING SCIENCES PILE INSTALLATION OBSERVATION LETTER ,. 227 Beach Avenue Residence and Pool Atlantic Beach,Florida June I9,2014 PROJECT NO.0950.1400023.0000 Prepared For: Morales Construction 6950 Phillips Highway, Suite 15 Jacksonville, FL 32216 Prepared By: UNIVERSAL ENGINEERING SCIENCES 5561 Florida Mining Boulevard South Jacksonville, Florida 32257-3648 (904)296-0757 i CONSULTANTS: Geotechnical Engineering • Environmental Engineering • Construction Materials Testing Threshold Inspection ■ Private Provider Inspection • Geophysical Studies OFFICES:Da Beach FL - Fort Myers,FL • Fort Pierce,FL ■ Gainesville,FL ■ Jacksonville,FL - Leesburg,FL ■ Miami,FL ■ Norcross,GA ■ Ocala,FL Daytona Y Orlando,FL - Palm Coast,FL ■ Panama City,FL ■ Pensacola,FL ■ Rockledge,FL - Sarasota,FL ■ St.Augustine,FL - Tampa,FL - West Palm Beach,FL r o •Gaytona Beach,FL UNIVERSAL -Fort ort My ers, FL ENGINEERING SCIENCES •Fort Pierce,FL •Gainesvipe,FL r Consultants In:Geotechrmal Engineering•Environmental Engineering•Construction Materials Testinq• •JacksopAle,FL Tlreshold Inspection•Private Provider Inspection•Geophys cal Studies •Leest urg,FL •Miami, FL •Norcross, GA •Ocala, FL i •Orlando,FL June 19, 2014 •Palm Coast,FL •Panama City,FL •Pensacola.FL rrl• •Sock"o,FL Morales Construction •Sarasota,FL 6950 Phillips Highway, Suite 15 ••Tampa, Rine, FL FL do Jacksonville, FL 32216 •West Palm Beach,FL ' Subject: Auger-Cast Pile Installation Observation Letter 227 Beach Avenue Atlantic Beach, Florida ' UES Project No. 0950.1400023.0000 Dear Chris: Universal Engineering Sciences, Inc. (UES) has completed the Auger-Cast Pile (ACP) Installation Observation Report/Letter for the listed project. The purpose of the ' observation was to provide individual records for the installed piles, which will support the residence and dipping pool. The following paragraphs provide the final summary of ' the results of our monitoring. Observation of the auger-cast pile installation was conducted by an Engineering ' Technician who recorded pile identification numbers,time of pile installation, pile tip and top elevations, the auger diameter, and actual and theoretical pile volumes (based on ' pump calibration). A pump calibration was performed on site in a 55-gallon drum, resulting in a 1.08 cubic feet per stroke volume ratio. ' A total of forty-seven (47) auger-cast piles were installed June 9 and 10, 2014 by Brevard Grouting. The auger-cast piles for the house construction were installed with a 14-inch diameter auger and have pile lengths of 30 feet each. Note four (4) piles were installed 40 with a 16-inch auger. The auger-cast piles for the pool construction were installed with a 16-inch diameter auger and have pile lengths of 30 feet each, according to the provided Pile Layout Plan (Sheet S2.1). The associated pile numbers for the house were designated using column lines assigned by Brevard. Figure 1 shows the Pile Location Plan and associated assigned column lines. Note that the piles were located in the field by others. The steel reinforcement shop drawings provided by Brevard Grouting detailed six (6)-#6 vertical reinforcement bars by 29 feet in length for the 14-inch diameter piles and eight 556 1 Florida MiningBoulevard South • Jacksonville, Florida 32257 • (904) 296-0757 • FAX (904) 296-0748 Pile Installation Observation Letter UES Project No.0950.1400023.0000 277 Beach Avenue June 19,2014 r Atlantic Beach,Florida Page 2 of 3 (8) #7 vertical reinforcement bars by 22 feet in length with a 29-foot #8 center bar for the 16-inch diameter piles. The 14-inch piles were constructed by inserting the six (6) 46 bars, however, the 16-inch piles were constructed using six (6) #8 bars and one (1) #6 center bar. Two (2) sets of four (4) 4-inch diameter by 8-inch tall grout cylinders were made for compressive strength testing, one on each day. The cylinders were transported to our laboratory for moisture curing and testing. Results of the concrete testing including strength tests will be forwarded upon completion of testing. The auger-cast pile records are attached in this Letter Appendix. 1 2 3 4 = 5 6 7 8 9 10 - �� , . I 1. — -- --- -- -- , , --- ---- - ----- ----- 71 13.1 __ -------- ----------- I ______ ` - - - I F w I 'H roE n I I I 1 a I I 1 I I I EI I I I I 1 L---_--- t___-- _— - ux Figure 1. Pile Placement Plan Layout for House and Dipping Pool All pile tip elevations were installed to -12.0 feet (based on a provided site ground elevation of+17.0 feet)with the pile lengths of 30 feet. The individual pile grout factors range from 1.24 to 2.00 with an average of 1.47. The auger-cast piles for the house & dipping pool were installed in general accordance with standard industry installation practices. UES has not evaluated the auger-cast pile capacities. We have assumed that the designer has specified the materials to be used and that they are appropriate for this r application. s r 2 i dM Pile Installation Observation Letter UES Project No.0950.1400023.0000 277 Beach Avenue June 19,2014 Atlantic Beach, Florida Page 3 of 3 dM If you have any questions concerning this letter, or if you need any additions information, please do not hesitate to contact our office at your convenience. We appreciate the opportunity of working with you on this project, and look forward to a successful completion. Sincerely, UNIVERSAL ENGINEERING SCIENCES, INC. it Jos a C. Adams ilEj Adam� D p Foundation Engineer D`� cl�o x,��Jneer �552 No. 74552 •: *= Attachments: Auger-Cast Pile Installation Records0 . STATE OF ••�� X0RIOP•'��`� 1 1 i i i 3 UNIVERSAL TIME AND EXPENSE INFO ENGINEERING SCIENCES TRAVEL TIME — c:nauUurns in(3eawd,"Enpnwnrg.EmVO,rt dl EngRww--9•CaW—X�Meienala T031"g T, .swIngwa •PmmaPwm,in n•ci-p s ,SN-s ARRIVAL TIME AUGER CAST PILE DEPART TIME CLIENT REP: FIELD DATA SHEET TOTAL MILEAGE: PROJECT NAME: ?,q4 fi c A r«, A V DATE: PROJECT ID: 'Z�q UES REP: P,zE s It Y CLIENT: CONTRACTOR: 'P,a C--y 6 e Pile No L C �- Strokes 0 to 5 ft S 9 F a Strokes 5 to 10 ft $ 4 Strokes 10 to 15 ft Strokes 15 to 20 ft 8 y } Strokes 20 to 25 ft 9 g 3 - Strokes 25 to 30 ft q Strokes 30 to 35 ft Strokes 35 to 40 ft Total Strokes 5-0 g S Compression/Tension Pile Pile Top Elevation (ft) 4- Ground Ground Elevation (ft) t ! + 14- 4 / Auger Diameter(inch) " t ' Start Auger Time 3 1 3 1 '►k- Z Complete Auger Time 3 3 3 3: v 1 `{ ° q. � Rate of Drilling at Last 3 ft t 9 s c c Z s E 5- ° ` 1 S t Final Pile Length (ft) 30 F-r Pile Tip Elevation (ft) - 1 < Theor. Pile Vol. (ft') • 441, 44 Start Grout Time 3 3 3 3: D (! : End Grout Time L3 : 3 + 3 . S / Uniform Au er Extraction Y Reinforcing Steel ��" t #16 Total Stroke No. o q5 57 / Stroke to Volume Ratio 06 Total Grout Volume S� 5 i`1 5 ' 8 5 ' C,9 Overall Grout Factor Concrete Truck No. /o o Batch Time 2 : 1 3- Cylinder No Notes: UNIVERSAL TIME AND EXPENSE INFO ENGINEERING SCIENCES TRAVEL TIME. co—jtmia v�awo ,n•W Ergnwfw4•Errv.on w Eww*wNtg•CawWcwn e"wxj rowng Tn.xwid P-Wo P—WN G..^%0.1 ShAes ARRIVAL TIME. AUGER CAST PILE DEPART TIME CLIENT REP. FIELDDATA SHEET rOTALMILEAGE. PROJECT NAME: '2-4 4 3 E7/9,- E DATE: PROJECT ID: UES REP: S 1e�r CLIENT: CONTRACTOR: Pile No. - to E-, o v Strokes 0 to 5 ft Strokes 5 to 10 ft L 8 Strokes 10 to 15 ft •4 } Strokes 15 to 20 ft ` 8 Strokes 20 to 25 ft Strokes 25 to 30 ft } L } `Y Strokes 30 to 35 ft Strokes 35 to 40 ft Total Strokes 39, 31 `/ 0 -317 `f Compression/Tension Pile Pile Top Elevation (ft) 4- 1 5 7 Ground Elevation (ft) f / } f i 4- Auger -Au er Diameter (inch) I 14" •-4" ' Start Auger Time 5 : i z 5'. 12 Complete Auger Time : -L 4 5 '• S `4 5- 6 5-: 3 y Rate of Drilling at Last 3 ft / 9 se . 21 5 EC- 30 5 c c 3 o s o c i } s -c Final Pile Length (ft) 3 e1 F r 30 -7-_ � �'r 3�F r 3� �T Pile Tip Elevation (ft) Theor. Pile Vol. (ft') 3Z•z-, Start Grout Time S Z4 S t i" • o r` S ' 3 %9 End Grout Time S'. Z S I S'_ O 9 -S- Uniform Uniform Au er Extraction r i Y Reinforcing Steel 1 Total Stroke No 39 3 q 3 9 yr Stroke to Volume Ratio 08 I, o B /, 09 /.O 8 Total Grout Volume `fl• Q`� y L .l Z y 3 Z y 20i, 0 i 2 -Z .y Z Overall Grout Factor l • -2--+ f 3 O 3 3 / , 30 Concrete TruckNo. /�c'z 5-3s� Batch Time s Cylinder No Notes: UNIVERSAL TIME AND EXPENSE INFO ENGINEERING SCIENCES TRAVEL TIME CcnsLAwls Ir. Frry mn 0 Engowmg.Co tRfcu Ma ,xa tasting Tniesrotl M.---P—W P—doi -6000"-1 Sklfi- ARRIVAL TIME AUGER CAST PILE DEPART TIME: CLIENT REP'. FIELD DATA SHEET rOTAL MILEAGE. PROJECT NAME: Z R r.b%C4A AVE. DATE: PROJECT ID: UES REP: S - PAe S CEr CLIENT: VU-E v c CONTRACTOR: 6 tz �� D Pile No. - Strokes 0 to 5 ft } C Strokes 5 to 10 ft g Strokes 10 to 15 ft r 8 8 Strokes 15 to 20 ft I o Strokes 20 to 25 ft I o Strokes 25 to 30 ft `1 9 �t `t ! / Strokes 30 to 35 ft Strokes 35 to 40 ft ' Total Strokes 5- 9 Compression/Tension Pile Pile Top Elevation ft -+ Ground Elevation (ft) t Auger Diameter(inch) ' Start Auger Time 3� Complete Au er Time 8: 3l0 s 8 `� / 2-D Qi : 3 9 -`I Rate of Drilling at Last 3 ft '-{d s�c 3 v 16 t c i �4 Z 0 Tec Final Pile Len th (ft) O 7 Pile Tip Elevation (ft - /L Theor. Pile Vol. (ft3) L/ 32 z-`I: ---- VB Start Grout Time 6, S $% S8 End Grout Time $s 3 S Uniform Auger Extraction Y Y Y Y Y Reinforcin Steel Total Stroke No. Stroke to Volume Ratio /, 06 Total Grout Volume '3• z �/' S `� /' `� S Z �i i z V S 2 ��Z Overall Grout Factor f/- S Z � . �v � . ('q. �pvzZ��lT Concrete Truck No. /o cy 22��1 — -� v L I Batch Time N Cylinder No `f' Notes: UNIVERSAL TIME AND EXPENSE INFO ENGINEERING SCIENCES TRAVEL TIME t:onaneuie In GeobcZwal Engoeenng I CWHInm09al Enyneedng•CeneU""Im"Nncenaie re9dng• ARRIVAL TIME ae �n•eehold InepeGbn•Privale Pwdor InlP~•G-OWWVicel Stu"$ AUGER CAST PILE DEPART TIME CLIENT REP: FIELD DATA SHEET rOTALMILEAGE PROJECT NAME: 2�� c3E.weu Av rG _ DATE: �,--Le-ice PROJECT ID: UES REP: S. F'at a F,- CLIENT: R c✓A cL CONTRACTOR: gv a c, Pile No. 4 ,4 - '� 13, r- Strokes 0 to 5 ft Strokes 5 to 10 ft Strokes 10 to 15 ft 8 (/ Strokes 15 to 20 tt M(f Strokes 20 to 25 ftStrokes 25 to 30 ftStrokes 30 to 35 ft Strokes 35 to 40 ftTotal Strokes 1-i g Y Compression/Tension Pile Pile Top Elevation (ft) t / 8 ` Ground Elevation ft 1 f '4 t f�t" Auger Diameter (inch) Start Auger Time v- �' !o' 1 6 0 l I ' ► Z- 2 3 Com lete Auger Time t o •�' `� iasEc r9s c 1f� �� l Lser. o,tL Rate of Drilling at Last 3 ft o �� •� Final Pile Len th ft) T Pile Tip Elevation (ft) Theor. Pile Vol (ft') 3 L 'L�i Start Grout Time t v: � a i+�� ' v ►o; �� j► � � r /! '.ice !/: z ' End Grout Time /v: �' 3 10. 7 l a. t } ►1 . o� Y Uniform Auger Extraction Y Y Y Reinforcin2 Steel # 8 �' _ `/ a & - w & X7 G b Total Stroke No ,-I `1'-f B �. D s Stroke to Volume Ratio O O �' O S O 8 �' v 8 O 8 Total Grout Volume S ti 13 '1 S Z L)Z Overall Grout Factor Concrete Truck No. rooi`t 10 zµ CDU—'4 �Yb loci 2-t.446 ruv-0.4,1l. 8. z-� ;?o /eu:CIL)L, /0:o Batch Time 40 , azy Cylinder No. Notes: UNIVERSAL TIME AND EXPENSE INFO ENGINEERING SCIENCES TRAVEL TIME: c m 4wj+ In(3RaiK.-wv Engineem+g•Cmnj 4n:ad Engnewing•Cx LU aon Maim&$r"ag ar RtreenoloIng0OWf i•Vli 10PIQMOM lf6PKi G"O"aisates ARRIVAL TIME. AUGER CAST PILE DEPART TIME: CLIENT REP: FIELD DATA SHEET rOTALMILEAGE: PROJECT NAME: 2-4 q DATE: !�- PROJECT ID: UES REP: CLIENT: CONTRACTOR: 13,2 r Pile No. - U F- Strokes 0 to 5 ft --I- Strokes 5 to 10 ft 8 Strokes 10 to 15 ft � �' -4- } tv Strokes 15 to 20 ft L S Strokes 20 to 25 ft Strokes 25 to 30 ft q $ } Strokes 30 to 35 ft Strokes 35 to 40 ft Total Strokes S `f Z Compression/Tension Pile Pile Top Elevation (ft) + !B Ground Elevation (ft) t I Auger Diameter(inch) Start Auger Time t/ 3 Z /l 414 // s 3 o o Complete Auger Time // 3 5 ii -4- r/ 5-} r i : o b 1 . o3 Rate of Drillingat Last 3 ft I V SEC- Final Ec Z 3 s c / $ s f c / 9 s c Final Pile Length (ft) 30 FT • Pile Tip Elevation (ft) - t c'T Theor. Pile Vol. (ft3) 3 Z• i-y Start Grout Time + iZ'-oma / a3 End Grout Time 1l : 34- it e It S'9 C7 — 1 1 Uniform Auger Extraction Reinforcing Steel (o (� Total Stroke No. 4 Stroke to Volume Ratio Total Grout Volume `/ 4. Z Overall Grout Factor } f 1 - `E t7 doe,24iv'! ivo•L S}96 Concrete Truck No. too 2&t4ta 24uV Batch Time Cylinder No Notes: a UNIVERSAL TIME AND EXPENSE INFO ENGINEERING SCIENCES TRAVEL TIME: .. itunls In Geoixinw:u Enginaeng.FmronrnwNa Engnewing•Ganem iw Mawtale reonq asnndm o„rn„•mPo.noamv ro o-��rnan.caooM�ealsmiles ARRIVAL TIME: AUGER CAST PILE DEPART TIME: CLIENT REP: FIELD DATA SHEET FOTAL MILEAGE. PROJECT NAME: 2 A p ,, a,•E DATE: PROJECT ID: UES REP: CLIENT: b9-E,/,gR,7 CONTRACTOR: Pile No. 4 `4 4- 1 A- Strokes 0 to 5 ft Strokes 5 to 10 ft W U Strokes 10 to 15 ft L Strokes 15 to 20 ft g 9 o Strokes 20 to 25 ft g Strokes 25 to 30 ft $ B d Strokes 30 to 35 ft Strokes 35 to 40 ft Total Strokes 41 Compression/Tension Pile Pile Top Elevation (ft) Ground Elevation ft + r-;+ + 4 Auger Diameter(inch) W1 1 1`t Start Auger Time 9 / : Z o ; I S Complete Auger Time 2?- / '• > 1 ; `► ti. f ' 5 v t.O Z t 8 ' Rate of Drillingat Last 3 ft U c 2y s t sty L� SEC 3o si:� Final Pile Length (ft) `3 o F; 3 v FT `3 u Fr 3✓ 3 r 3 o F Pile Tip Elevation (ft) - A LF-T 7 Theor. Pile Vol. (ft) 3 Z. ?-''- r ' 15$ 2 -oke L• t8 Start Grout Time 2 Z 3 Z End Grout Time I ; 2 / 3 5- Uniform Uniform Au er Extraction y Reinforcing Steel 4— a 6 62 Total Stroke No 3 Stroke to Volume Ratio /, 06 /. v f• U a B - 8 Total Grout Volume -1/- '' `� �/ t E Z Overall Grout Factor Z�- I 3 Concrete Truck No. Ivo L 51 a to I v✓ z V419 ►v h Batch Time Cylinder No Notes: L 0110 UNIVERSAL TIME AND EXPENSE INFO ENGINEERING SCIENCES TRAVEL TIME CunnAladi In(3eoldruuti Enynear.,y•Emromrenm Engrhg•COOSIIUCUCn Natwaw leeUny• ARRIVAL TIME. in,aenntf Insoen+on•Prtraie Pra+dn,Mepuc'Oo„• --,,..M:s^a'-:;+.M1ea DEPART TIME AUGER CAST PILE CLIENT REP. FIELD DATA SHEET rOTAL MILEAGE DATE: y PROJECT NAME: -2� 3 .►�+� A vE ro-` a P UES REP: S PROJECTID: • Pre C 5/r; ____ CLIENT: g5 V-ev CONTRACTOR: Pile No. Strokes 0 to 5 ft Strokes 5 to 10 ft Strokes 10 to 15 ft Strokes 15 to 20 ft } } Strokes 20 to 25 ft 8 8 8 Strokes 25 to 30 ft g' 8 Strokes 30 to 35 ft Strokes 35 to 40 ft Z Total Strokes 4 q `f`� 14 V 4 3 ' Compression/Tension Pile 7 Pile Top Elevation (ft) 1 8 Ground Elevation (ft) t 1 r Auger Diameter (inch) 1`�'/ 3.3Z Start Au er Time 2'.7-,- Z Z ' 3 �- •'� 3'•, 0 31 -z-1 Complete Auger Time Z-`� 3 8 2 Rate of Drilling at Last 3 ft 1 K s c e— s F-e-- Final Final Pile Len th (ft) 30 F7- Pile 7- Pile Tip Elevation ft - r Z F-T- 7 Theor. Pile Vol. (ft3) 37 g 3;13 3; z 3 3: 3s- Start Grout Time Z Z q Z S 1 3 r b 3 - Z b 3 3 End Grout Time 2.: It ' `f � Y Y Y Y Uniform Auger Extraction Y _ Reinforcin Steel (o ¢ (a y r 3 ry •+Z Ny ,� o Total Stroke No 4 Stroke to Volume Ratio I. 0 8 y3 .Z 48'� 14zZ y 51• 3b Total Grout Volume 14 4 - S Zc , 3 f S b / ' `f Overall Grout Factor -4-t - -4 7 IOu•;.rfSF4• �o0`�bvlb joo 100bL- ipv2b•kt�. Concrete Truck No I z;r 574 z; Batch Time !'2 ; S - yr Cylinder No. Notes: UNIVERSAL TIME AND EXPENSE INFO ENGINEERING SCIENCES TRAVEL TIME- Cwiaullmda in axmxcncai frµneeaq•EmacmnwMll�INIYI�•Cc.r;ubcqMalarus TeMulg e n eWnW xcpocrmi•vr«ato Pr neor nsoacnon•cw�M8YMn ARRIVAL TIME: AUGER CAST PILE DEPART TIME CLIENT REP' FIELD DATA SHEET rOTAL MILEAGE. PROJECT NAME: -2-4-4 Q v+> DATE: PROJECT ID: UES REP: CLIENT: R r, ,g n�, CONTRACTOR: Pile No. F - 3 0 -- -s q - -L F - D 1 Strokes 0 to 5 ft Strokes 5 to 10 ft Strokes 10 to 15 ft S 9 �' b Strokes 15 to 20 ft D Strokes 20 to 25 ft 7 r D Strokes 25 to 30 ft ?5 r " Strokes 30 to 35 ft Strokes 35 to 40 ft Total Strokes 1-12- 4 2- Compression/Tension Pile Pile Top Elevation (ft /S 7 Ground Elevation (ft) f / r Auger Diameter (inch) Start Auger Time 3`- •5 3 44 11' �� I � � Lt Complete Auger Time 3 Slo � y 4 C) 14: 5 `7 ' Rate of Drilling at Last 3 ft /6 s -c / S s ' / — ! - C- Final Pile Length (ft) 3U -- 7 Pile Tip Elevation (ft) - i Theor. Pile Vol. (W) 2-4 3 Z-L-`F 7 Start Grout Time 3'. T L- Iq � r' C, `l t `F y 4 9 End Grout Time -3 5 14 '. o`I S : u I Z 3 Uniform Auger Extraction Y Y Y Reinforcing Steel a 'r' n ' Total Stroke No. 2- `/ S -Z- Stroke Stroke to Volume Ratio / , 06 U g o 9 /• C, Total Grout Volume q i• 3 y 3klr� I L Z t. Overall Grout Factor 1 • a 1 `/ 0 jou2f.yV4 Concrete Truck No. ic o or z � Batch Time Cylinder No. Notes: UNIVERSAL TIME AND EXPENSE INFO ENGINEERING SCIENCES TRAVEL TIME UN9NIarItY Iri(moidd—,W fngnm,,,q•Emmon la Enyneetrc:g•Consb-wo mai0lal6 TWAM Th..wltl WKW*,•P-0 PtwfM'tr n•C-oN T"t S"" ARRIVAL TIME AUGER CAST PILE DEPART TIME CLIENT REP FIELD DATA SHEET rOTALMILEAGE PROJECT NAME: Z.'}- ar K A v DATE: PROJECT ID: UES REP: S CLIENT: CONTRACTOR: t�o�vx►,cc� Pile No G - I - t Strokes 0 to 5 ft Strokes 5 to 10 ft Strokes 10 to 15 ft Strokes 15 to 20 ft Strokes 20 to 25 ft Strokes 25 to 30 ft Strokes 30 to 35ft Strokes 35 to 40 ft Total Strokes `r' ( 3 Compression/Tension Pile Pile Top Elevation (ft) T / Ground Elevation ft) t + Auger Diameter(inch) r y " t Start Auger Time 5- 5-: Z ' ' Complete Auger Time 15 o 9 S- l Rate of Drilling at Last 3 ft i 17 src I (. s cc Final Pile Length (ft) 3 0 F 3 e Fr Pile Tip Elevation (ft) - r F`f 7 Theor. Pile Vol. (ft') 3 Z Z-`L 7 Start Grout Time 5 �� S 30 End Grout Time S z SS: 3 3 Uniform Auger Extraction y Y Reinforcing.Steel Total Stroke No / g Stroke to Volume Ratio / Total Grout Volume `/ 2 8 Overall Grout Factor t . 3 . •Z Concrete Truck No rc02 w 7 Batch Time Cylinder No Notes: CITY OF ATLANTIC BEACH l 800 SEMINOLE ROAD ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5814 J�31�r MECHANICAL GAS PIPE PERMIT MUST CALL BY 4PM FOR NEXT DAY INSPECTION: 247-5814 JOB INFORMATION: Job ID: 15-MCHG-278 Job Type: MECHANICAL GAS PIPING Description: gas new home Estimated Value: Issue Date: 2/5/2015 Expiration Date: 8/4/2015 PROPERTY ADDRESS: Address: 227 BEACH AVE RE Number: 170189-0000 PROPERTY OWNER: Name: GOODEN TRUST, CORKIE Address: 4216 POINT LA VISTA RD GENERAL CONTRACTOR INFORMATION: Name: PROGASCO, CORP. Address: 7709 ALTON AVE Phone: - - FEES: Gas Pipe Outlets $24.00 Gas Piping Units $0.00 State Mech DBPR Surcharge $2.00 State Mech DCA Surcharge $2.00 Trade Permit Base Fee $55.00 Total Payments: $83.00 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 .TOB ADDRESS: P��,7 PERMIT# PROJECT VALUE $ 900-00 ARI# REQUIRED Air Handling Equipment Only Air Handling Unit & Condenser Condenser Only NEW AIR CONDITIONING & HEATING SYSTEM INSTALLATION Air Conditioning: Unit Quantity Tons Per Unit Heat: Unit Quantity BTU's Per Unit Seer Rating Duct Systems: Total CFM REQUIRED REPLACEMENT AIR CONDITIONING & HEATING SYSTEM INSTALLATION Air Conditioning: Unit Quantity Tons Per Unit Heat: Unit Quantity BTU's Per Unit Seer Rating_ Duct Systems: Total CFM REQUIRED FIRE PREVENTION Fire Sprinkler System Quantity (Requires 3 sets of plans) Fire Standpipe Quantity (Requires 3 sets of plans) Underground Fire Main Value (Requires 3 sets of plans) Fire Hose Cabinets Quantity (Requires 3 sets of plans) Commercial Hoods Quantity (Requires 3 sets of plans) Fire Suppression Systems Quantity (Requires 3 sets of plans) FIRE PLACES MISCELLANEOUS: Prefabricated Fireplace Qty Automobile Lifts Gas Piping Outlets _�_ Boilers BTU's Elevators/Escalators A,LL OTHER GAS PIPING Heat Exchanger Quantity of Outlets �_ Pumps #Vented Wall Furnaces Refrigerator Condenser BTU's # Water Heaters Solar Collection Systems Tanks (gallons) Wells )THER: ermit 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 pis 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 it. The permit does not give authority to violate the provisions of any other state or local law regulation construction or the performance of construction. roperty Owners Name ?000 OW Phone Number Pe,, Techanical Company )RO e,,s'c a Office Phone 72/- S V 3) Fax 7 Z /-S" 7 3-7 o. Address: 2 7 0 !2 I-bu k V E City -TA X State/q Zip 3 Z 2 33 icense Holder(Print): State Certification/Registration# otarized Signature of License Holder Before me thisLPubli of 20 Signature of Not jam'-1,`1 CITY OF ATLANTIC BEACH ss 800 SEMINOLE ROAD -� ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5814 MECHANICAL HVAC PERMIT MUST CALL BY 4PM FOR NEXT DAY INSPECTION: 247-5814 JOB INFORMATION: Job ID: 15-MECH-477 Job Type: MECHANICAL HVAC ONLY Description: 2 cu 2 ahu 7 tons Estimated Value: Issue Date: 3/6/2015 Expiration Date: 9/2/2015 PROPERTY ADDRESS: Address: 227 BEACH AVE RE Number: 170189-0000 PROPERTY OWNER: Name: GOODEN TRUST, CORKIE Address: 4216 POINT LA VISTA RD GENERAL CONTRACTOR INFORMATION: Name: THIGPEN HEATING & COOLING INC. Address: 2801 DAWN RD QA MICHAEL WAYNE HAYES Phone: - - PERMIT INFORMATION: Sticker for overcurrent protection must be on A/C equipment prior to inspection. Failure to comply will result in a failed inspection and reinspect fees. No exceptions. FEES: Furnaces and Heating $28.00 AC and Refrigeration $56.00 State Mech DBPR Surcharge $2.00 State Mech DCA Surcharge $2.00 Trade Permit Base Fee $55.00 Total Payments: $143.00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. MECHANICAL PERMIT APPLICATION CITY OF ATLANTIC BEACH 800 Seminole Rd Atlantic Beach,FL 32233 Ph(904)J2247-5826 Fax(904)247-5845 JOB ADDRESS: - PROJECT VALUE$ 3 7/0d ARI#y764 -�SIY75'S3 REQUIRED NEW AIR CONDITIONING & BEATINGS 1VI`kNS-T LLA'�ION Air Conditioning: Unit Quantity Tons Per Unit "Beer Rating Heat: Unit Quantity— BTU's Per Unit 3 ov Duct Systems: Total CFM REQUIRED REPLACEMENT AIR CONDITIONING & HEATING SYSTEM INSTALLATION Air Conditioning: Unit Quantity_ Tons Per Unit Heat: Unit Quantity BTU's Per Unit Seer Rating Duct Systems: Total CFM REQUIRED FIRE PREVENTION (Requires 3 sets of plans) Fire Sprinkler System Quant` Itq s, uires 3 sets of plans) Fire Standpipe Quantity (Requires 3 sets of lans Undeground Fire Main 'Value (Requires 3 sets of plans) Fire Hose Cabinets Quantity cuires 3 sets of lans Commerial oods Quantity --- (Requires 3 sets of plans) Fire Suppression Systems Quantity TIRE PLACES MISCELLANEOUS: Prefabricated Fireplace Qty Automobile Lifts Gas Piping Outlets Boilers BTU's Elevators/Escalators ALL OTHER GAS PIPING Beat Exchanger Quantity of Outlets Pumps #Vented Wall Furnaces Refrigerator Condenser BTU's #Water Heaters Solar Collection Systems Tanks(gallons) Wells OTHER: Pcrmil becomes void if work docs not commence within a six month period or work is suspended or abandoned for six months,I hereby certify that 1 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 aulho' to violate the provisions of any other stale Or 1=11 haw regulation construction or the performance of construction, Property Owners Namely « Phone Number _Office Phone Mechanical Company Co, Address: City�A State Zip -57-Z-2 7 License Holder(Print): �s State Certification/Registration# Ci�CpS�7Z6 Notarized Signature of License Holder Before me this�Q�- da of �o t~�-.�._._20 1'� DEANNA JONES Com fission#EE 162761 Signature of Notary Public Expires February 26,2016 •Rr„�` 8K4edTtruTroy Fain N BW-385701! Z/Z d 06069�i"06 << 5 85 LtZ }dna 6utplin8 ICC EVALUATION Most Widely Accepted and Trusted � SERVICE ICC-ES Report ESR-3470 ICC-ES 1 (800)423-6587 1 (562) 699-0543 1 www.icc-es.org Valid:03/15 to 03/16 DIVISION: 07 00 00—THERMAL AND MOISTURE PROTECTION SECTION: 07 21 00—THERMAL INSULATION REPORT HOLDER: DEMILEC USA LLC 3315 EAST DIVISION STREET ARLINGTON, TEXAS 76011 EVALUATION SUBJECT: DEMILEC APXTM SPRAY-APPLIED POLYURETHANE FOAM INSULATION ICC ICC ICC uC ( �� li � \_ c PMG LISTED Look for the trusted marks of Conformity! "2014 Recipient of Prestigious Western States Seismic Policy Council WSSPC Award in Excellence" ECOUN � � A Subsidiary of cooecou�ci ICGES Evaluation Reports are not to be construed as representing aesthetics or any other attributes not SCC y"'° specifically addressed, nor are they to be construed as an endorsement of the subject of the report or a recommendation for its use. There is no warranty by ICC Evaluation Service. LLC, express or implied, as M91 AccraUihC v,00,." to any finding or other matter in this report, or as to any product covered by the report. MOUMT w�rox 4AECM6105GGN Copyright© 2015 t � ICC EVALUATION AcceptedSERVICE Most Widely . . Trusted ICC-ES Evaluation Report ESR-3470 Reissued March 2015 This report is subject to renewal March 2016. www.icc-es.org 1 (800) 423-6587 1 (562) 699-0543 A Subsidiary of the International Code Council° DIVISION: 07 00 00—Thermal and Moisture Protection component of floor/ceiling and wall assemblies. The Section: 07 21 00—Thermal Insulation insulation is a two-component spray foam plastic with a nominal in-place density of 0.5 pcf (8 kg/m3). The REPORT HOLDER: insulation is produced in the field by combining a polymeric isocyanate (A-PMDITM component) with a polymeric resin DEMILEC USA LLC (APXTm B-Side Resin). The insulation liquid components 3315 EAST DIVISION STREET are supplied in 55-gallon (208 L) drums and/or 250-gallon ARLINGTON,TEXAS 76011 (946 L)totes. The A-PMDITM component must be stored at (817)640-4900 temperatures between 50°F (10°C) and 100°F (38°C) and www.DemilecUSA.com has a shelf life of one year when stored in factory-sealed Info@DemilecUSA.com containers at these temperatures. The APXTm B-Side Resin must be stored at temperatures between 50°F EVALUATION SUBJECT: (10°C) and 100°F (38°C) and has a shelf life of six months when stored in factory-sealed containers at these DEMILEC APXTM SPRAY-APPLIED POLYURETHANE temperatures. FOAM INSULATION 3.2 Surface-burning Characteristics: 1.0 EVALUATION SCOPE The insulation, at a maximum thickness of 4 inches (102 mm) and a nominal density of 0.5 pcf(8 kg/m3), has a Compliance with the following codes: flame-spread index of 25 or less and a smoke-developed ■ 2012 and 2009 International Building Code(IBC) index of 450 or less when tested in accordance with ASTM ■ 2012 and 2009 International Residential Code°(IRC) E84. Greater thicknesses are recognized as described in ■ 2012 and 2009 International Energy Conservation Sections 4.3 and 4.4. The thickness of Demilec APXT"^ Code®(IECC) foam is not limited when the insulation is separated from the interior of the building by a prescriptive thermal barrier ■ 2013 Abu Dhabi International Building Code(ADIBC)' such as'/2-inch-thick(12.7 mm)gypsum board. 'The ADIBC is based on the 2009 IBC.2009 IBC code sections referenced 3.3 Thermal Resistance, R-values: in this report are the same sections in the ADIBC. The insulation has thermal resistance (R-value) at a mean ■ Other Codes(see Section 8.0) temperature of 75°F (24°C)as shown in Table 1. Properties evaluated: 3.4 Air Permeability: ■ Surface-burning characteristics Demilec APXT" spray-applied polyurethane foam ■ Physical properties insulation, at a minimum thickness of 31/2 inches(89 mm), ■ Thermal resistance is considered air-impermeable insulation in accordance ■ Attic and crawl space installation with 2012 IRC Section R806.5 or 2009 IRC Section R806.4, based on testing in accordance with ASTM E283 ■ Air permeability and ASTM E2178. 2.0 USES 3.5 BlazelokT"I TBX Intumescent Coating: Demilec APXT^' spray-applied polyurethane foam BlazelokTm TBX intumescent coating, manufactured by insulation is used as a nonstructural thermal insulating TPR2 Corporation, is a one-component, water-based liquid material in Type V-B construction under the IBC and in coating with specific gravity of 1.3. BlazelokTm TBX is dwellings under the IRC. The insulation is for use in wall supplied in 5-gallon (19 L) pails and 55-gallon (208 L) cavities, floor/ceiling assemblies, or attics and crawl drums and has a shelf life of one year when stored in spaces when installed in accordance with Section 4.0. factory-sealed containers at temperatures between 45°F Under the IRC, the insulation may be used as air- (7°C)and 90°F(32°C). impermeable insulation when installed in accordance with 4.0 DESIGN AND INSTALLATION Section 3.4. 4.1 General: 3.0 DESCRIPTION Demilec APXT"" spray-applied foam insulation must be 3.1 General: installed in accordance with the Center for Polyurethane Demilec APXTM spray-applied foam insulation is semi-rigid, Industries Guidance on Best Practices for the Installation low-density, polyurethane foam plastic installed as a of Spray Polyurethane Foam, the manufacturer's published JCGE.S Evaluation Reports are not to he construed ac representing aesthetics or anv other attributes not speci ically addressed,nor are ihev to be construed ac an endorsement ofYhe.rubiecl n%the reparl or a recontmene%tion Jur its u.ee-There is no warranty by I(Y'li valuation Service,LLC,express or implied,as to any finding or other molter in this report,or as to any product covered by the report. w,. Copyright©2015 Page 1 of 3 ESR-3470 I Most Widely Accepted and Trusted Page 2 of 3 technical data sheet and product application guide, and attics in accordance with 2012 IRC Section R806.5 or 2009 this report.A copy of each must be available at all times on IRC Section R806.4, as applicable. the jobsite during installation. 4.4.2 Application without a Prescriptive Ignition 4.2 Application: Barrier: Where Demilec APXTM spray-applied foam The Demilec APXTM insulation is spray-applied on the insulation is installed in accordance with this section and jobsite using a volumetric positive displacement pump as Section 4.4.2.2, the following conditions apply: identified in the Demilec application guide. The insulation a. Entry to the attic or crawl space is only to service must be applied when the ambient and substrate utilities, and no storage is permitted. temperatures are higher than 45°F (7.21C). The insulation b. There are no interconnected attic or crawl space areas. must not be used in areas that have a maximum in-service temperature higher than 180°F (820C). The foam plastic c. Air in the attic or crawl space is not circulated to other must not be used in electrical outlet or junction boxes or in parts of the building. contact with water, rain or soil. The foam plastic must not d. Under-floor (crawl space) ventilation is provided when be sprayed onto a substrate that is wet, or covered with required by IBC Section 1203.3 or IRC Section R408.1, frost or ice, loose scales, rust, oil, or grease. The insulation as applicable. must be protected from the weather during and after application. The insulation may be applied to the maximum e. Attic ventilation is provided when required by IBC thickness in a single pass. Where insulation is used as an Section 1203.2 or IRC Section R806, except when air- air-impermeable insulation, such as in unvented attic impermeable insulation is permitted in unvented attics assemblies under 2012 IRC Section R806.5 or 2009 IRC in accordance with 2012 IRC Section R806.5 or 2009 Section R806.4, the insulation must be installed at a Section R806.4 or Section 1203.2 of the IBC as minimum thickness of 31/2 inches(89 mm). applicable. 4.3 Thermal Barrier: f. Combustion air is provided in accordance with IMC (International Mechanical Code)Section 701. 4.3.1 Application with a Prescriptive Thermal Barrier: 4.4.2.1 Attics and Crawl Spaces: In attics and crawl Demilec APXTM spray foam insulation must be separated spaces, the insulation may be spray-applied to the from the interior of the building by an approved thermal underside of the roof sheathing and/or rafters, to the barrier of /z-inch-thick (12.7 mm) gypsum wallboard or an underside of wood floors and to vertical surfaces as equivalent 1 rthermal barrier complying with, and described in this section. The thickness of the foam plastic installed in accordance ce with, IBC Section 2603.4 or IRC applied to the underside of the top of the space must not Section R316.4, as applicable, except where insulation is exceed 113/4 inches (298 mm), and the thickness when in an attic or crawl space as described in Section 4.4. 3 Demilec APXTM foam thickness is not limited when the applied to vertical surfaces must not exceed 7 /a inches insulation is separated from the interior of the building by (197 mm). The insulation does not require an ignition an approved thermal barrier, based on fire testing in barrier or coating. accordance with NFPA 286 and AC377. 4.4.2.2 Use on Attic Floors: The spray-applied foam 4.3.2 Application without a Thermal or Ignition insulation may be installed at a maximum thickness of Barrier: The prescriptive 15-minute thermal barrier or at /a inchestic floors witho mm) between and/or over floor joists i atthout an ignition barrier, coating or covering.. ignition barrier may be omitted when installation is in Demilec APXTM spray foam insulation may be applied to a accordance with this section. Demilec APX TM spray foam maximum thickness of 113/4 inches (298 mm) on the attic insulation and BlazelokTm TBX intumescent coating may be floor between and/or over the joists when a prescriptive spray-applied to the interior facing of walls and the ignition barrier is installed in accordance with IBC Section underside of roof sheathing or roof rafters, and in crawl 2603.4.1.6 or IRC Section 316.5.3. The insulation must be spaces, and may be left exposed as an interior finish separated from the interior by an approved thermal barrier. without a prescribed 15-minute thermal barrier or ignition barrier. The foam plastic insulation thickness must not 5.0 CONDITIONS OF USE exceed 71/2 inches (191 mm) in walls and 111/2 inches The Demilec APXTM spray foam insulation described in this (292 mm) in floors and ceilings. All foam surfaces must be report complies with, or is a suitable alternative to what is covered with an 11-mil dry thickness (0.28 mm) [17 mils specified in, those codes listed in Section 1.0 of this report, wet thickness (0.43 mm)) of BlazelokTm TBX intumescent subject to the following conditions: coating, described in Section 3.5. The intumescent coating must be spray-applied over the insulation in accordance 5.1 The products must be installed in accordance with the with the coating manufacturer's instructions and this report Center for Polyurethane Industries Guidance on Best at a rate of 85 square feet per gallon (2.09 mZ/L)to obtain Practices for the Installation of Spray Polyurethane the recommended minimum dry film thickness noted in this Foam, the manufacturer's published technical data section. sheet and product application guide, this evaluation report and the applicable code. If there are any 4.4 Attics and Crawl Spaces: conflicts between other published guides and this 4.4.1 Application with a Prescriptive Ignition Barrier: report, this report governs. When Demilec APX'm spray foam insulation is installed 5.2 The insulation must be separated from the interior of within attics or crawl spaces where entry is made only for the building by an approved 15-minute thermal barrier service of utilities, an ignition barrier must be installed in as described in Section 4.3.1, except when accordance with IBC Section 2603.4.1.6 or IRC Section installation is in attics and crawl spaces as described R316.5.3 or R316.5.4, as applicable. The ignition barrier in Section 4.4. must be consistent with the requirements for the type of 5.3 The insulation must not exceed the thicknesses noted construction required by the applicable code, and must be in Sections 3.2,4.2,4.3 and 4.4. installed in a manner so the foam plastic insulation is not exposed. Demilec APXTM spray-applied foam insulation as 5.4 The insulation must be protected from exposure to described in this section may be installed in unvented weather during and after application. ESR-3470 I Most Widely Accepted and Trusted Page 3 of 3 5.5 The insulation must be applied by contractors 8.0 OTHER CODES authorized by Demilec USA LLC. In addition to the codes referenced in Section 1.0, the 5.6 Use of the insulation in areas where the probability of products recognized in this report have also been termite infestation is "very heavy" must be in evaluated in accordance with the following codes: accordance with IRC Section R318.4 or 2012 IBC ■ 2006 and 2003 International Building Code (IBC) Section 2603.9 or 2009 IBC Section 2603.8, as applicable. ■ 2006 and 2003 International Residential Code (IRC) 5.7 A vapor retarder must be installed in accordance with • 2006®and 2003 International Energy Conservation the applicable code. Code (IECC) 5.8 Jobsite certification and labeling of the insulation must The products comply with the above-mentioned codes as comply with IRC Sections N1101.4 and N1101.4.1 or described in Sections 2.0 through 7.0 of this report except IECC Section R401.3, as applicable. as noted below: 5.9 The insulation is produced in Arlington, Texas, under • Application with a prescriptive thermal barrier: See a quality control program with inspections by ICC-ES. Section 4.3.1, except the approved thermal barrier must be installed in accordance with Section R314.4 of the 6.0 EVIDENCE SUBMITTED 2006 IRC or Section R314.1.12 of the 2003 IRC. 6.1 Data in accordance with the ICC-ES Acceptance • Application with a prescriptive ignition barrier: See Criteria for Spray-applied Foam Plastic Insulation Section 4.4.1, except attics must be vented in (AC377), dated November 2012, including reports of accordance with Section 1203.2 of the 2006 and 2003 tests in accordance with Appendix X of AC377. IBC or Section R806 of the 2003 IRC, and crawl space ventilation must be in accordance with IBC Section 6.2 Reports of air leakage testing in accordance with 1203.3 of the 2006 and 2003 IBC or IRC Section R408, ASTM E283. as applicable. Additionally, an ignition barrier must be 6.3 Reports of air permeance tests in accordance with installed in accordance with Section R314.5.3 or ASTM E2178. R314.5.3 of the 2006 IRC or Section R314.2.3 of the 6.4 Reports of room corner tests in accordance with 2003 IRC, as applicable. NFPA 286. ■ Application without a prescriptive ignition barrier: See Section 4.4.2, except attics must be vented in 7.0 IDENTIFICATION accordance with Section 1203.2 of the 2006 and 2003 Components of the spray foam insulation are identified IBC or Section R806 of the IRC, and crawl space with the manufacturer's name (Demilec USA LLC), ventilation must be in accordance with Section 1203.3 of address and telephone number; the product name the 2006 and 2003 IBC or Section R408 of the IRC, as (Demilec APXTm B-Side Resin or A-PMDITM); use applicable. instructions; the density; the flame-spread and smoke- ■ Protection against termites: See Section 5.6, except developed indices; the date of manufacture; thermal use of the insulation in areas where the probability of resistance values; the evaluation report number termite infestation is "very heavy' must be in (ESR-3470). accordance with Section R320.5 of the 2006 IRC or Each pail of the BlazelokTm TBX intumescent coating is Section R320.4 of the 2003 IRC. labeled with the manufacturer's name (TPR2 Corporation), ■ Jobsite certification and labeling: See Section 5.9, the product name, and use instructions. except jobsite certification and labeling must comply with Sections 102.1.1 and 102.1.11, as applicable, of the 2006 IECC. TABLE 1-THERMAL RESISTANCE(R-VALUES) THICKNESS(inches) R-VALUE(`F.ft'.h/Btu) 1 3.7 3.5 12 4 14 5.5 19 7.5 26 8.75 30 11 38 14.25 49 For SI: 1 inch=25.4 mm; 1 °F.ft2 h/Btu=0.176 110°K.m'/W. R-values are calculated based on tested K-values at 1-and 4-inch thicknesses.