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1565 Beach Ave 2013 new home,guest home,detacted garage, driveway,hardscape r ��'tl►`Jr1`� CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 ` INSPECTION PHONE LINE 247-5814 Application Number . . . . . 13-00003191 Date 8/19/13 Property Address . . . . . . 1565 BEACH AVE Application type description SINGLE FAMILY RESIDENCE Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 3281000 ----------------------------------------------------------- Application desc NEW MAIN HOME, GUEST HOUSE,DETACHED GARAGE ----------------------------------------------------------- Owner Contractor ------------------------ ------------------------ PETWAY, THOMAS F IV & LINDSEY CARLTON CONSTRUCTION INC. 1911 BEACH AVE 1101 IDLEWILD AVE ATLANTIC BEACH FL 32233 GREEN COVE SPRINGS FL 32043 (904) 284-8321 --- Structure Information 000 000 NEW HOME GARAGE DRIVEWAY HARDSCAPE Construction Type . . . . . TYPE 5-B Occupancy Type . . . . . . RESIDENTIAL Flood Zone . . . . . . . . ZONE X -------------------------------------------------------- Permit . . . . . . SINGLE FAMILY DWELLING NEW Additional desc . . Permit Fee 5617 . 00 Plan Check Fee 2808 . 50 Issue Date . . . . Valuation . . . . 3281000 Expiration Date . . 2/15/14 ------------------------------------------------------- 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 . A reduced pressure zone backflow preventer must be installed if irrigation will be provided or if there is a private well on the property. Backflow preventer must be tested by a certified tester and a copy of the results sent to Public Utilities . 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. 2010 FLORIDA BUILDING CODE, 2008 NATIONAL ELECTRIC CODE PERMIT ISAPb-,6)NgtO&lYe&rftQQREMttgtWITS Ail13.tU'1dFeXVLdV'(thl�t(P3MVemli§ESlAiRnEFUE FLORIDA BUILDING CODES. 4i1 CITY OF ATLANTIC BEACH j 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5814 Page 2 Application Number . . . . . 13-00003191 Date 8/19/13 ---------------------------------------------------------------------------- Special Notes and Comments 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 84 . 26 DEV REVIEW-SINGLE & 2-FAM 50 . 00 ENG REV RESIDENTIAL BLD 100 . 00 STATE DBPR SURCHARGE 84 . 26 UTIL REV PRE APP >3 HRS 50 . 00 ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 5617 . 00 5617 . 00 . 00 . 00 Plan Check Total 2808 . 50 2808 . 50 . 00 . 00 Other Fee Total 368 . 52 368 . 52 . 00 . 00 Grand Total 8794 . 02 8794 . 02 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. BUILDING PERMIT APPLICATION Aft Mw t NNS CITY OF ATLANTIC BEACH FILE COPSFN 800 Seminole Road, Atlantic Beach, FL 32233 nn i. Office (904) 247-5826 Fax (904) 247-5845 lln,� Job Address: 1565 Beach Avenue Permit Number: Legal Description 6-1 16-2S-29E .410 Atlantic Beach Parcel# 17031 oor Area of Sq.Ft. Valuation of Work$ 3,281,000 Proposed Work heated/cooled �_0t43 non-heated/cooled 3,781 Class of Work(circle one): New Addition Alteration Repair Move Demolition pool/spa window/door Use of existing/proposed structure(s)(circle one): Commercial esidentia n/a If an existing structure,is a fire sprinkler system )Installed? (Circle one). es o N/A Florida Product Approval# n/a For multiple products use product approval orm Describe in detail the type of work to be performed: Construction of new single-family residence—main house detached garage & guest suite pgol, driveway &har sca a it e wabwer 1 ?oo Property Owner Information: AA-71i:Al*IC Name: Thomas F.Petway, IV &Lindsey Petway Address: 1911 Beach Avenue City Atlantic Beach State FL Zip 32533 Phone (904) 607-4915 E-Mail or Fax#(Optional) tv petwayusassure com Contractor Information: Company Name: Carlton Construction,Inc. Qualifying Agent: Matthew L. Carlton Address: 1101 Idlewild Avenue City Green Cove Springs State FL Zip 32043 Office Phone (904)284-8321 Job Site/Contact Number_A204 067-S-1147 l Fax#_(904)284-8308 U DAVID G vAALk t 5L4 OC R 11+-rrW oaJt State Certification/Registration# CGC1508883 Architect Name&Phone#Richard Skinner&Associates(904) 387-6710 Engineer's Name&Phone# Lou Pontigo&Assoc(structural)(904)242-0908 Anchor Engrg of Florida(civil)(904)388-1259 Fee Simple Title Holder Name and Address_Tho as F. Petway, IV/Lindsey Petway, 1911 Beach Av. Atlantic Beach,FL 32233 Bonding Company Name and Address NIR Mortgage Lender Name and Address Wells Fargo Bank,One Independent Dr.,20"'Flr. Jacksonville FL 32202 Application is hereby made to obtain a permit to do the work and installations as indicated. 1 certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to mZ t 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 construction or work is suspended or abandoned for a_period of six6)months at any time after work iscommenced. Iunderstand thatseparate permtsmt be secured for Electrical Work,Plumbing,Signs, Wells, Pools, Furnaces,Boilers, Heaters, Tanks and Air Conditioners,eta WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. I hereb certify that I have read and examined this application ovd know the same to be true and correct. All provisions of laws and ordinances governing this type of work will be complied with whether specified herein orr``not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any other federal,state, or l 1 regulating construction or the performance of construction. /L/*� Signature of Owner Signature of Contractor �a`� Print Name ..................1�J at` ....................................... Print Name .....11�.o.w�aS....�.. .............. ., ................................ ...................... Sworn to and subscrl ed before me woro to and subscr' be ore me this W`Day of Q L&.l LA is d�*Day of My G0MMIS810N N EE 115600 Q ISSION 1 EE 115600 15 ES:July 26,2015 N Public ' gondedTnruNolaryp� � to Public -.4,p f;h " Revised 01.26.10 ` f= NEW WATER/SEWER TAP REQUEST Date: 8/15/13 Project Address: 1565 Beach Ave. No. of Units: Commercial Residential 1 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: Applicant Address: City: Atlantic Beach State: FL Zip: 32233 Phone Number: Cell Number: Email Address Fax: Signature: (Applicant) CITY STAFF USE ONLY Application# Water and sewer taps and meter are Water System Development Charge $ existing. Sewer System Development Charge $� Water Meter Only $ Water Meter Tap $ Sewer Tap $ Cross Connection $ Other $ TOTAL $_ (notes) APPROVED: Donna Kaluzniak (Utility Director or Authorized Signature) ALL TAP REQUEST MUST BE APPROVED BY UTLITIES DEPARTMENT BEFORE FEES CAN BE ASSESSED Graham Shirley From: Griffin, Michael Sent: Thursday, August 15, 2013 2:32 PM To: Graham Shirley Cc: Walker, Jennifer; Jones, Mike Subject: RE: 1565 BEACH AVE Yes, it's in Section 24-69 Fees, Development Review Fees for Single Family Homes $50. Thanks Mike G. From: Graham Shirley Sent: Thursday, August 15, 2013 2:25 PM To: Griffin, Michael Cc: Walker, Jennifer; Jones, Mike Subject: 1565 BEACH AVE Mike, Erika usually charged a $50.00 review fee for new homes, do want to continue this? shn� e� crntiAvt& Atlantic Beach City Hall 800 Seminole Rd Atlantic Beach, Fl 32233 904 247 5800 saraham@ycoab.us BUILDING PERMIT APPLICATION CITY OF ATLANTIC BEACH 800 Seminole Road, Atlantic Beach, FL 32233 nn Office (904)247-5826 Fax (904) 247-5845 umw 100 Job Address: 1565 Beach Avenue Permit Number: AUG 024H13 Legal Description 6-1 16-2S-29E .410 Atlantic Beach Parcel# 170316=—C� C Floor Area of Sq.Ft. q. Valuation of Work$ 3,281,000 Proposed Work heated/cooled `(0323 non-heated/cooled 3,781 Class of Work(circle one): New Addition Alteration Repair Move Demolition pool/spa window/door Use of existing/proposed structures) ((circle one): Commercialesidentia n/a If an existing structure,is a fire sprinider system installed? (Circle one): es o N/A Florida Product Approval# n/a For multiple products use product approval form Describe in detail the type of work to be performed: Construction of new single-family residence—main house detached garage & guest suite 1 driveway & har sca e »e waiiwver Svi iam lf. m 1 ?oo Property Owner Information: A'A-719 /VA'/,C Name: Thomas F. Petway,IV&Lindsey Petway Address: 1911 Beach Avenue City Atlantic Beach State FL Zip 32533 Phone (904)607-4915 E-Mail or Fax#(Optional) ty.petwaygusassure.com Contractor Information: Company Name: Carlton Construction,Inc. Qualifying Agent: Matthew L. Carlton Address: 1101 Idlewild Avenue City Green Cove Springs State FL Zip 32043 Office Phone (904)284-8321 Job Site/Contact Number (90462-S-1947 1 Fax#_(904)284-8308 'U DAVIo Ct_Ak) sua/trri-rcwo&JT State Certification/Registration# CGC1508883 Architect Name&Phone#Richard Skinner&Associates(904)3 87-67 10 Engineer's Name&Phone# Lou Pontigo&Assoc(structural) 904)242-0908 Anchor Engrg of Florida(civil)(904)388-1259 Fee Simple Title Holder Name and Address Tho as_F_Petway,TV/Lindsey Petway, 1911 Beach Av.,Atlantic Beach, FL 32233 Bonding Company Name and Address— A Mortgage Lender Name and Address Wells Fargo Bank, One Independent Dr.,20'Flr.,Jacksonville,FL 32242 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 tf work is not commenced within six(6)months, or if construction or work is suspended or abandoned for a period of six 6)months at any time after work is commenced. I understand that separate permits must be secured for Electrical Work,Plumbing,Signs, Wells,Pools, urnaces,Boilers,Heaters, Tanks and Air Conditioners,eta WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. I hereby certify that I have read and examined this clication vd know the same to be true and correct. All provisions of laws and ordinances governing this type o) work will be complied with whether spec;aed herein o✓✓not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any other federal,state, or 1 1 regulating construction or the performance of construction. Signature of Owner Signature of Contractor /1 Print Name k�n o w1�S..._�.. ''�a'"�, ................................ Print Name .......:.'...'�� ....L......................................................( t` ........ i Sworn to and subscribed before me worn to and subscrr* me this of J W �n is ?414Day of JREM.MY COMMISSION M EE 115800 *: :r ISSION M EE 115600 * `Y015 ES:July 28,2015 11 N t Public ''� • Bondedlnru Motary+p�rw u�aenxricers to Pu lic '.Pr;,h,� m o ary UnGe R� moil Revised 01.26.10 City of Atlantic Beach APPLICATION NUMBER Building Department (To be assigned by the Building Department.) 800 Seminole Road s) q Atlantic Beach, Florida 32233-5445 / Phone(904)247-5826 • Fax (904)247-5845 ill, E-mail: building-dept@coab.us Date routed: .Z City web-site: http://www.coab.us APPUCATION REVIEW AND TRACKING FORM Property Address: (Q J �L� Q Ch /� VG Department review required Yes No Applicant: �le �� _ Plannin &ZorF U00 Tree Administrator Project: A/E( /) 'j 77"776-/-r2 Public Work ublic Utilitie 9,01(0,96 Public Safety V� W/9 Cy-f ` Fire Services V r Review fee $ �� "dept ?ignat e Other Agency Review or Permit Required Review or Receipt Date of Permit Verified By Florida Dept. of Environmental Protection Florida Dept. of Transportation St.Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: [--]Approved. [-]Denied. (Circle one.) Comments: BUILDING PLANNING &ZONING Reviewed by: Cr Date:" TREE ADMIN. Second Review: [-]Approved as revised. ❑Denied. PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: ❑Approved as revised. ❑Denied. Comments: Reviewed by: Date: Revised 05/14/09 i1.V1. City of Atlantic Beach APPLICATION NUMBER �S r11 it Building Department (To be assigned by the Building Department.) r ; Tv 800 Seminole Road p Atlantic Beach, Florida 32233-5445 / Phone(904)247-5826 • Fax(904)247-5845 E-mail: building-dept@coab.us Date routed: Z City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: C� J �� (,�ChVE_ Department review required Yes o Applicant: �� "`[ (�� Plannin &Zoni Tree Administrator Project: !V �� Lf — -ISG,,!-7-7 Public Work rublic Utilitie Public Safety ✓�OL>f W/g ��C/4 L Fire Services Review fee $ Dept Signature Other Agency Review or Permit Required Review or Receipt Date of Permit Verified By Florida Dept. of Environmental Protection Florida Dept. of Transportation St.Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: Approved. ❑Denied. (Circle one.) Comments: BUILDING PLANNING &ZONING Reviewed by: Date: TREE ADMIN. Second Review: ❑Approved as revised. ❑D ied. 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 ' APPLICATION NUMBER �S n� Building Department I U �J (To be assigned by the Building Department.) . j l %>1 800 Seminole Road �+ Q Atlantic Beach, Florida 32233-5445 1013 Phone(904)247-5826 . Fax(904)247-5845_ E-mail: building-dept@coab.us '`, Date routed: Z City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: /.6 5" 46Z Q e,h /� VE Department review required Yes No Applicant: aaG Planning &Zonin Tree Administrator Project: "777au-7? Public Work r ublic Utilitie d,4 J--7-- /�-A c` g� a G� Public Safety I* V� t019 Y r�C14f ` Fire Services Review fee $ Dept Signature Other Agency Review or Permit Required Review or Receipt Date of Permit Verified By Florida Dept. of Environmental Protection Florida Dept. of Transportation St.Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: Approved. []Denied. (Circle one.) Comments: BUILDING PLANNING &ZONING Reviewed by: Date: TREE. DMIN. Second Review: A roved as revised. ❑ pp ❑Denied. `R WORKS Comments: ITI PU LIC SAF Reviewed by: Date: FIRE SERVICES Third Review: ❑Approved as revised. []Denied. Comments: Reviewed by: Date: Revised 05/14/09 I City of Atlantic Beach �` , APPLICATION NUMBER Building Department qU (To be assigned by the Building Department.) r .+ -v 800 Seminole Road G 5 / Atlantic Beach, Florida 32233-5445 �Qf3 / ' 9 Phone(904)247-5826 • Fax(904)247-5845 E-mail: building-dept@coab.us Date routed: Z City web-site: http://Www.coab.us APPUCATION REVIEW AND TRACKING FORM Property Address: /."6 5" �� Q�h VG Department review required Yes No Applicant: �� '`[ ��jy� Plannin &Zonin Tree Administrator Project: ��,� Z f j��j _ 77�A/ Public Work r ,,/�- ublic Utilitie 9Ike677_ _ 04�Tdtc �'6 96140196 Public Safety ✓� ��Y l�C�� ` Fire Services OL>fReview fee $ Dept Signature Other Agency Review or Permit Required Review or Receipt Date of Permit Verified By Florida Dept. of Environmental Protection Florida Dept. of Transportation St.Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: Approved. ❑Denied. �l� n � (Circle one.) Comments: BUILDING fkTA�'�. cl-t_� PLANNING &ZONING Reviewed by: Date: TREE ADMIN. Second Review: ❑Approved as revised. ❑Denied. PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: QApproved as revised. ❑Denied. Comments: Reviewed by: Date: Revised 05/14/09 DO NOT WRITE BELOW- OFFICE USE ONLY Applicable Codes: 2010 FLORIDA BUILDING DE Review Result (circle one): Approved Disapproved Approved w/ Conditions Review Initials/Date: 1177 3 Development Size Habitable Space 63Z3 s.r Non-Habitable 17e-7 s F Impervious area Miscellaneous Information Occupancy Group 9- Type of Construction Number of Stories 2 Zoning District Q S-- 2 Max. Occupancy Load Fire Sprinklers Required Flood Zone Conditions/Comments: Hall, Erika From: Hall, Erika Sent: Monday, August 05, 2013 10:44 AM To: Walker, Jennifer; Graham Shirley Cc: Jones, Mike; Griffin, Michael; Hubsch, Jeremy w Subject: SFR 13-3191 (Petway, 1565 Beach) and tree survey I E COPY Importance: High 1 just spoke with Matt Carlton and requested the following items for the Petway project: • Certified topographic survey showing derivation of the calculated average grade for SFR 13-3191. • Revised tree survey showing diameters of all trees being removed and preserved. We are also awaiting a check for the tree permit, and the application has not yet been entered into the AS400. Erika Hall Principal Planner City of Atlantic Beach 800 Seminole Road Atlantic Beach, FL 32233 (904) 270-1605 ehalll(&coab.us 1 CITY OF ATLANTIC BEACH r S, Building Department J 800 Seminole Road Atlantic Beach,Florida 32233 (904)247-5800 PLAN REVIEW COMMENTS Permit Application # /3- 3/ 9/ Property Address: 15-6.5 ljea e ' li-e— Applicant: .S'/r'uc Project: This permit application has been: 0 Approved El Reviewed and the followin itms need attention: All- IN az — nn Ile v n Please re-submit your application when these items have been completed. Reviewed By: Date: '% 3`201 r Page 1 of 1 r A o 83.235 A _ ti e 1595 w 215.00 0 a N N N N O N M 155• � O O o � 1st 61.458 1549 N N O 1(r o 80 mt ce�y+ Kle/aoe� ih taau�We 1 `` .— i93ft o — http://maps.coj.net/output/DuvalMapsSQL_itdgism64412226067... 8/14/2013 CARLTON LINSTRUCTION i 1101 Idlewild Avenue • Green Cove Springs, FL 3204 FILE {(904) 284-8321 Office • (904) 284-8308 Fax Copy www.carltonconstruetion.net CGC1508883 vkt°kalaTiia Ntl — �• ��., Mike Jones l e r m) City of Atlantic Beach, Building Department 15-6 S 13ea 800 Seminole Road Atlantic Beach, FL 32233 Dear Mike, Per sheet A-202, Exterior Elevations, the overall height of the highest point of the roof is 34.99' above the calculated average grade elevation of 19.14'. Respectfully submitted, Matt Carlton, President cc: Greg Thomas, Richard Skinner&Associates Architects r I, �Ps"SE FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION Ftp p 3900 Commonwealth Blvd.,Mail Station 3522 Tallahassee,Florida 32399-3000 Telephone(850)488-7708 NOTICE TO PROCEED Permittee Name: Permit Number: DU-450 Encore Beach Properties, LLC Permit Expires: July 18,2016 c/o Richard G. Skinner, III, AIA Richard Skinner and Associates,Architects 2245 St. Johns Avenue Jacksonville,Florida 32204 You are hereby granted final authorization to proceed with construction or activities authorized by this notice. Authorized work must conform to the project description, approved plans, all conditions of Chapter 62B-33, Florida Administrative Code, any preconstruction requirements, and all permit conditions. Project Description: Construction of a three-story, single-family dwelling, landward garage/guesthouse and work room, swimming pool, other structures/activities,excavation and placement of fill. Project Location: Between approximately 335 feet and 420 feet north of the Department of Environmental Protection's reference monument R-47, in Duval County. Project address: 1565 Beach Avenue,Atlantic Beach. Special Instructions: A preconstruction conference is required. The permittee shall comply with all permit conditions. Questions regarding this notice should be directed to the undersigned at the above address. __ _- d VJ/aa cc: Permit File Permit Information Center Trey Hatch,Field Inspector Encore Beach Properties,LLC,Property Owner } City of Atlantic Beach Building Official Post Conspicuously on the Site DEP Form 73-131(Updated 2/06 STATE OF FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION Division of Water Resource Management 2600 Blair Stone Road-Mail Station 3522 -r Tallahassee,Florida 32399-3000 FLOR A (850)488-7708 PERMIT NUMBER: DU-450 PERMITTEE: Encore Beach Properties, LLC c/o Richard G. Skinner, III,AIA Richard Skinner and Associates, Architects 2245 St. Johns Avenue Jacksonville, Florida 32204 PERMIT FOR CONSTRUCTION OR OTHER ACTIVITIES PURSUANT TO SECTION 161.053, FLORIDA STATUTES FINDINGS OF FACT: An application for authorization to conduct the activities seaward of the coastal construction control line that are indicated in the project description, was filed by the applicant/permittee named herein on April 19, 2013, and was determined to be complete pursuant to rule on April 19, 2013. The proposed project is to be located landward of the 30-year erosion projection and the line of construction established by existing major structures in the immediate area. CONCLUSIONS OF LAW: After considering the merits of the proposal and any written objections from affected persons, the Department finds that upon compliance with the permit conditions, the activities indicated in the project description of this permit are of such a nature that they will result in no significant adverse impacts to the beach/dune areas or to adjacent properties; that the work is not expected to adversely impact nesting sea turtles, their hatchlings, or their habitat; that the work is expendable in nature and/or is appropriately designed in accordance with Section 62B-33.005, Florida Administrative Code; and that it is an activity or type of construction which the designee of the Department has authority to approve or deny pursuant to Delegation of Authority, DEP Directive 137, effective May 14, 2001. Based on the foregoing considerations, the designee approves the application; authorizes construction and/or activities at the location indicated below in strict accordance with the project description, the approved plans (if any) and the General Permit Conditions which are attached and are by this reference incorporated herein, and any additional conditions shown below,pursuant to Section 161.053(4), Florida Statutes. EXPIRATION DATE: July 18, 2016 LOCATION: Between approximately 335 feet and 420 feet north of the Department of Environmental Protection's reference monument R-47, in Duval County. Project address: 1565 Beach Avenue,Atlantic Beach. PERMITTEE: Encore Beach Properties, LLC PERMIT NUMBER: DU-450 PAGE 2 PROJECT DESCRIPTION: Three-Story, Single-Family Dwelling 1. Location relative to control line: A maximum of 135.9 feet seaward, with a seaward, cantilevered, covered balcony to approximately 138 feet seaward. 2. Exterior dimensions: 2.1. Foundation (pilings): A maximum of approximately 91 feet in the shore-normal direction by 48 feet in the shore-parallel direction. 2.2. Overall structure: A maximum of approximately 97 feet in the shore-normal direction, including the seaward cantilevered balcony, by approximately 57 feet in the shore-parallel direction, including cantilevered balconies on the north and south sides. 3. Type of foundation: 14-inch diameter augercast concrete piles. Landward Garage/Guesthouse and Work Room 1. Location relative to control line: A maximum of 62.6 feet seaward. 2. Exterior dimensions: A maximum of 46.7 feet in the shore-normal direction by 25.1 feet in the shore-parallel direction. 3. Type of foundation: 14-inch diameter augercast concrete piles. Swimming Pool 1. Location relative to control line: A maximum of 136.2 feet seaward. 2. Exterior dimensions (including coping): 39.3 feet in the shore-normal direction by 16.1 feet in the shore-parallel direction. 3. Type of foundation: Concrete shell on 14-inch diameter augercast concrete piles and grade beams. 4. Deck elevation of swimming pool: Varies from+20.0 to +21.0 feet(NAVD). 5. Maximum depth of swimming pool: 6 feet. Mi 6. Height of pool deck above existing grade: Varies from approximately 1 to 4 feet. PERMITTEE: Encore Beach Properties,LLC PERMIT NUMBER: DU-450 PAGE 3 Excavation/Fill 1. Total volume of excavation: Approximately 310 cubic yards. Volume of net excavation: None; excavated material to be placed as fill on the project site. See Special Permit Condition 5. 2. Location of excavation: From 0 feet to 136 feet seaward of the control line, beneath all structures and for the pool. 3. Maximum depth of excavation: To approximate elevation+12.0 feet (NAVD) for the pool foundation; a maximum of approximately 6 feet below existing grade. 4. Volume of fill to be placed: Approximately 343 cubic yards. Volume of imported fill: Approximately 33 cubic yards. See Special Permit Condition 6. 5. Location of fill to be placed: From approximately 15 feet to 205 feet seaward of the control line. Other Structures/Activities 1. Demolition and removal of the existing landward concrete driveway. See Special Permit Condition 4. 2. A frangible, stone paver pool deck and walkways of varying widths, to be attached to the periphery of the pool and in the vicinity, and located on the south side of the dwelling, are to be located a maximum of approximately 136.2 feet seaward of the control line. 3. A 6-foot high, frangible masonry retaining/planter wall approximately 40 feet in length is to be located along the south side of the pool deck, a maximum of approximately 136.2 feet seaward of the control line. 4. A 6-foot high, frangible wood fence is to be located near the south property line landward of the retaining/planter wall, a maximum of approximately 103 feet seaward of the control line. An emergency generator, HVAC unit, pool equipment and shower are to be located within the fenced area on the south side of the guest house/garage and pool. r 5. Frangible concrete driveways are to be located landward of the dwelling and the guest houselgarage. 6. Four-foot high, frangible masonry retaining walls are to be located along the periphery of the landward driveways and planting areas. PERMITTEE: Encore Beach Properties, LLC PERMIT NUMBER: DU-450 PAGE 4 7. A 6-foot high, frangible wood fence with landward and seaward gates to access HVAC units is to be located on the north side of the dwelling, a maximum of approximately 79 feet seaward of the control line. 8. Drainage improvements including catch basins on the seaward side of the dwelling. See Special Permit Condition 7. 9. Landscape improvements including removal of non-native vegetation and planting of ornamental and native species landward of the seawall. See Special Permit Condition 8. 10. Exterior structural, swimming pool and landscape lighting. See Special Permit Condition 9. SPECIAL PERMIT CONDITIONS: 1. Prior to commencement of construction activity authorized by this permit, a preconstruction conference shall be held at the site among the contractor, the owner or authorized agent, and a staff representative of the Department to establish an understanding among the parties as to the items specified in the special and general conditions of the permit. The proposed locations of the structures shall be staked out for the conference. Contact Trey Hatch at (904)256-1648 to schedule a conference. 2. Construction activity authorized by this permit shall not commence until after the time period provided in the public notice for the public to exercise any rights they may have under Chapter 120, Florida Statutes, has expired, or if a hearing is requested, disposition of the hearing request has been made. 3. Prior to commencement of construction activity authorized by this permit, a temporary construction fence shall be erected along the perimeter of the permitted activity. The fence shall remain in place until the construction authorized by this permit is complete. The optimum siting of the construction fence shall be determined during the preconstruction conference by the staff representative of the Department so as to provide maximum protection to the existing native vegetation and dune features located on the site. 4. All rubble, debris, wood, and damaged or broken concrete on the site resulting from this demolition and construction shall be removed and relocated landward of the coastal construction control line. S. All excavated sand material shall be maintained on site seaward of the coastal construction control line. 6. All imported fill material shall be obtained from a source landward of the control line. All fill material placed seaward of the control line shall consist of sand that is similar to the PERMITTEE: Encore Beach Properties, LLC PERMIT NUMBER: DU-450 PAGE 5 native sand of the placement site in both coloration and grain size and be free of construction debris, metal, vegetation, organic soils, rocks, clay, or other foreign matter. A sample of the sand shall be provided to the staff representative of the Department during the preconstruction conference. 7. No stormwater, pool or other discharges shall be directed seaward or onto adjacent properties. 8. All plantings shall conform to the approved landscape plan. Plantings shall not include invasive nuisance plant species such as listed in the Florida Exotic Pest Plant Council's List of Invasive Species, Categories I and II. (A copy of this list is available on the Internet at www.flopc.org.) 9. All lighting shall be shielded, installed and maintained as depicted in the approved lighting schematic and cut sheets. No additional lighting is authorized. Pool light illumination shall be provided by amber or red LED lamps. Approved plans are incorporated into this permit by reference. o day of+� 2013 in Tallahassee, Florida. Done and ordered this j a Attachment: General Permit Conditions FILING AND ACKNOWLEDGEMENT State of Florida FILED, on this date,pursuant to S 120.52 Department of Environmental Protection Florida Statutes,with the designated Department Clerk, receipt of which is hereby acknowledged. JFnettstein,Environmental Consultant eputy Clerk D to l Construction Control Line Program on of Water Resource Management Doc # 2013121206, OR BK 16368 Page 48, Number Pages: 2, Recorded 05/14/2013 at 03:28 PM, Ronnie Fussell CLERK CIRCUIT COURT DUVAL COUNTY RECORDING $18.50 Prepared by and return to: G.Alan Howard,Esq. Milam Howard Nicandri Dees&Gillam,P.A. 14 East Bay Street Jacksonville,Florida 32202 QUIT CLAIM DEED THIS QUIT CLAIM DEED is made as of the 8th day of May, 2013. by and between ENCORE BEACH PROPERTIES, LLC, a Florida limited liability company, having a mailing address of 14 East Bay Street, Jacksonville, Florida 32202 ("Grantor") and THOMAS F. PETWAY, IV and LINDSEY PETWAY, husband and wife, having a mailing address of 1911 Beach Avenue,Atlantic Beach,Florida 32233("Grantees"). WITNESSETH: (Whenever used herein the terms "grantor" and "grantee" include all the parties to this instrument and the heirs, legal representatives, and assigns of individuals, and the successors and assigns of corporations,trusts and trustees) Witnesseth, that said grantor, for and in consideration of the sum TEN AND NO/100 DOLLARS ($10.00) and other good and valuable consideration to said grantor in hand paid by said grantees, the receipt whereof is hereby acknowledged, does hereby remise, release, and quitclaim to the said grantees, and grantees' heirs and assigns forever, all the right, title, interest, claim and demand which grantor has in and to the following described land, situate, lying and being in Duval County, Florida to-wit: The North Fifteen (15) feet of Lot Eight (8), all of Lots Nine (9) and Ten (10), and the South Twenty (20) feet of Lot Eleven (11),Block Sixty-two (62), Atlantic Beach, according to plat recorded in Plat Book 6, page 1, public records of Duval County,Florida. TO HAVE AND TO HOLD the same together with all and singular the appurtenances thereunto belonging or in anywise appertaining, and all the estate, right, title, interest, lien, equity and claim whatsoever of Grantor, either in law or in equity, to the only proper use,benefit and behoof of Grantees forever. No documentary stamp taxes are due and payable in connection with the recording of this conveyance from a grantor single member limited liability company to the grantees which are the sole members of grantor, pursuant to Section 201.02, Florida Statutes, Rule 12BER- 11-2(May 13,2 011) *V0 BK 16368 PAGE 49 r IN WITNESS WHEREOF,the said Grantor has executed this instrument as of the day and year first above written. WITNESSES: ENC BB ACH PR TIES,LLC By: Print me: CHa�s. FMAnVS Thomas F.Petway, ,Manager Print Name: /Q�5 h I"QnQ P STATE OF FLORIDA COUNTY OF DUVAL The foregoing instrument was acknowledged before me this 8 day of May, 2013, by Thomas F. Petway, IV, as Manager for Encore Beach Properties, LLC, who is ers all known to me or produced as identification. [seal] CAU raw 4Printe Name: ✓-L.0 Pad ft"F*ft•�MNW Name-- my Com.�JW 21."1? Notary Public,State of Florida ..�^ Banded N��NipryMa. Commission No. My Commission Expires:Q� 2 f!sR'•s,A`!!'T:R..W�RwI+!R.1'tllR.:s^�fn:.V�Y.MR[+M`I. MA tAi �rn FILE COPY FORM 405-10 FLORIDA ENERGY EFFICIENCY CODE "501' '"BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: Petway Residence (Revision) Builder Name: cA2LT,,J Co4674uic-'n", 11c• Street: 1565 Beach Ave Permit Office: Atlantic Beach City, State, Zip: Atlantic Beach , FL , Permit Number: 13-3i 91 Owner: Jurisdiction: 261100 Design Location: FL, Jacksonville 1. New construction or existing New (From Plans) 9. Wall Types(4942.9 sqft.) Insulation Area 2. Single family or multiple family Single-family a. Concrete Block- Int Insul, Exterior R=4.0 4695.80 ftZ b. Concrete Block- Int Insul,Adjacent R=4.0 247.20 ftZ 3. Number of units, if multiple family 1 c. N/A R= ftZ 4. Number of Bedrooms 4 d. N/A R= ftZ 5. Is this a worst case? No 10. Ceiling Types (2891.0 sqft.) Insulation Area a. Roof Deck (Unvented) R=19.0 2891.00 ftZ 6. Conditioned floor area above grade (ftZ) 5315 b. N/A R= ftZ c. R= ftZ Conditioned floor area below grade (ftZ) 0 11. Ducts R ftZ 7. Windows(1399.3 sqft.) Description Area a. Sup: 1st Floor, Ret: 1st Floor,AH: 1st Floor 6 335.53 a. U-Factor: Sgl, U=0.22 1399.30 ftZ b. Sup: 2nd Floor, Ret:2nd Floor,AH: 2nd Floor 6 236.47 SHGC: SHGC=0.23 c. Sup: Master Bedroom, Ret: Master Bedroom, AH: 6 118.95 b. U-Factor: N/A ftZ 12. Cooling systems kBtu/hr Efficiency SHGC: a. Central Unit 48.0 SEER:15.50 b. Central Unit 36.0 SEER:15.00 c. U-Factor: N/A ftZ c. Central Unit 18.0 SEERA5.00 SHGC: 13. Heating systems kBtu/hr Efficiency d. U-Factor: N/A ftZ a. Electric Heat Pump 48.0 HSPF:9.00 SHGC: b. Electric Heat Pump 36.0 HSPF:9.25 Area Weighted Average Overhang Depth: 7.361 ft. c. Electric Heat Pump 18.0 HSPF:8.40 Area Weighted Average SHGC: 0.230 14. Hot water systems a. Electric Tankless Cap: 1 gallons 8. Floor Types (2855.0 sqft.) Insulation Area EF: 0.920 a. Slab-On-Grade Edge Insulation R=0.0 2581.00 ftZ b. Conservation features b. Raised Floor R=19.0 274.00 ftZ None c. N/A R= ftZ 15. Credits Pstat Glass/Floor Area: 0.263 Total Proposed Modified Loads: 59.93 PASS Total Standard Reference Loads: 102.22 hereby certify that the plans and specifications covered by Review of the plans and ,t-VfiE ST,4?, this calculation are in compliance with the Florida Energy specifications covered by this 0, = �p�, Code. ��'! calculation indicates compliance t�e-r Ryan B. Ellis " f with the Florida Energy Code. rrt,rr „ O PREPARED BY: Before construction is completed 1 DATE: 7(7113 this building will be inspected for compliance with Section 553.908 I hereby certify that this building, as de igned, is in compliance Florida Statutes. with the Florida Energy GOD WET OWNER/AG T BUILDING OFFICIAL: /P 0- � -S-ao�3 DATE: DATE: - Compliance requires completion of a Florida Air Barrier and Insulation Inspection Checklist 7/7/2013 8:27 PM EnergyGauge® USA - FlaRes2010 Section 405.4.1 Compliant Software Page 1 of 7 PROJECT Title: Petway Residence (Revision) Bedrooms: 4 Address Type: Street Address Building Type: User Conditioned Area: 5315 Lot# Owner: Total Stories: 2 Block/SubDivision: #of Units: 1 Worst Case: No PlatBook: Builder Name: Rotate Angle: 0 Street: 1565 Beach Ave Permit Office: Atlantic Beach Cross Ventilation: County: Duval Jurisdiction: 261100 Whole House Fan: City, State, Zip: Atlantic Beach Family Type: Single-family FL , New/Existing: New (From Plans) Comment: CLIMATE IECC Design Temp Int Design Temp Heating Design Daily Temp 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 2581 30972 2 Block2 1819 16916.7 3 Block3 915 8509.5 SPACES Number Name Area Volume Kitchen Occupants Bedrooms InfilID Finished Cooled Heated 1 1st Floor 2581 30972 Yes 1 0 1 Yes Yes Yes 2 2nd Floor 1819 16916.7 No 1 3 1 Yes Yes Yes 3 Master Bedroom 915 8509.5 No 2 1 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 229.4 ft 0 2581 ft2 0 0 1 2 Raised Floor Master Bedroom — — 274 ft2 19 0 0 1 ROOF Roof Gable Roof Solar SA Emitt Emitt Deck Pitch # Type Materials Area Area Color Absor. Tested Tested Insul. (deg) 1 Hip Composition shingles 2887 ft2 0 ft2 Medium 0.96 No 0.9 No 19 26.6 ATTIC V # Type Ventilation Vent Ratio(1 in) Area RBS IRCC 1 Full attic Unvented 0 2581 ft2 N N 7/7/2013 8:27 PM EnergyGauge® USA - FlaRes2010 Section 405.4.1 Compliant Software Page 2 of 7 CEILING # Ceiling Type Space R-Value Area Framing Frac Truss Type 1 Under Attic (Unvented) 1st Floor 0.1 136 ft2 0.11 Wood 2 Under Attic (Unvented) 2nd Floor 0.1 1730 ft2 0.11 Wood 3 Under Attic (Unvented) Master Bedroom 0.1 1025 ft2 0.11 Wood WALLS Adjacent Space Cavity Width Height Sheathing Framing Solar Below 1 W Exterior Concrete Block- Int Insul 1st Floor 4 35.8 12 429.6 ft2 0.23 0.75 0 2 S Exterior Concrete Block- Int Insul 1st Floor 4 65.8 12 789.6 ft2 0.23 0.75 0 3 E Exterior Concrete Block- Int Insul 1st Floor 4 51.6 12 619.2 ft2 0.23 0.75 0 4 N Exterior Concrete Block- Int Insul 1st Floor 4 55.6 12 667.2 ft2 0.23 0.75 0 5 W Garage Concrete Block- Int Insul 1st Floor 4 14.4 12 172.8 ft2 0.23 0.75 0 6 N Garage Concrete Block- Int Insul 1st Floor 4 6.2 12 74.4 ft2 0.23 0.75 0 7 W Exterior Concrete Block- Int Insul2nd Floor 4 52.7 9.3 490.1 ft2 0.23 0.75 0 8 S Exterior Concrete Block- Int Insul2nd Floor 4 65.7 9.3 611.0 ft2 0.23 0.75 0 9 E Exterior Concrete Block- Int Insul2nd Floor 4 14 9.3 130.2 ft2 0.23 0.75 0 10 S Exterior Concrete Block- Int InsMaster Bedro 4 6.5 9.3 60.5 ft2 0.23 0.75 0 11 E Exterior Concrete Block- Int InsMaster Bedro 4 24.4 9.3 226.9 ft2 0.23 0.75 0 12 N Exterior Concrete Block- Int InsMaster Bedro 4 45.8 9.3 425.9 ft2 0.23 0.75 0 13 N Exterior Concrete Block- Int Insul2nd Floor 4 26.4 9.3 245.5 ft2 0.23 0.75 0 DOORS # Ornt Door Type Space Storms U-Value Width Height Area Ft In Ft In 1 W Wood 1st Floor None .46 1.5 8.5 12.8 ft2 2 W Wood 1st Floor None .46 1.5 8.5 12.8 ft2 3 S Wood 1st Floor None .46 1.4 8 10.8 ft2 4 S Wood 1st Floor None .46 1.4 8 10.8 ft2 5 W Wood 1st Floor None .46 2.8 8 22.4 ft2 6 E Wood 1st Floor None .46 1.5 8 12 ft2 7 E Wood 1st Floor None .46 1.5 8 12 ft2 8 W Wood 2nd Floor None .46 1.5 7.2 10.8 ft2 9 E Wood 2nd Floor None .46 1.5 7.2 10.8 ft2 10 E Wood Master Bedro None .46 1.5 8 12 ft2 11 E Wood Master Bedro None .46 1.5 8 12 ft2 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 Wood Low-E Single Yes 0.22 0.23 25.5 ft2 2 ft 0 in 2 ft 0 in Drapes/blinds None 2 W 1 Wood Low-E Single Yes 0.22 0.23 39.0 ft2 2 ft 0 in 12 ft 0 in Drapes/blinds None 3 S 2 Wood Low-E Single Yes 0.22 0.23 21.6 ft2 13 ft 0 in 2 ft 0 in Drapes/blinds None 4 W 1 Wood Low-E Single Yes 0.22 0.23 68.0 ft2 22 ft 0 in 2 ft 0 in Drapes/blinds None 5 S 2 Wood Low-E Single Yes 0.22 0.23 52.5 ft2 2 ft 0 in 12 ft 0 in Drapes/blinds None 7/7/2013 8:27 PM EnergyGaugeO USA - FlaRes2010 Section 405.4.1 Compliant Software Page 3 of 7 WINDOWS Orientation shown is the entered, Proposed orientation. / Wall Overhang �/ # Omt ID Frame Panes NFRC U-Factor SHGC Area Depth Separation Int Shade Screening 6 S 2 Wood Low-E Single Yes 0.22 0.23 41.3 ft2 2 ft 0 in 12 ft 0 in Drapes/blinds None 7 E 3 Wood Low-E Single Yes 0.22 0.23 68.0 ft2 13 ft 0 in 2 ft 0 in Drapes/blinds None 8 S 2 Wood Low-E Single Yes 0.22 0.23 193.0 ft2 13 ft 0 in 2 ft 0 in Drapes/blinds None 9 E 3 Wood Low-E Single Yes 0.22 0.23 200.0 ft2 13 ft 0 in 2 ft 0 in Drapes/blinds None 10 E 3 Wood Low-E Single Yes 0.22 0.23 24.0 ft2 13 ft 0 in 2 ft 0 in Drapes/blinds None 11 N 4 Wood Low-E Single Yes 0.22 0.23 18.8 ft2 13 ft 0 in 2 ft 0 in Drapes/blinds None 12 N 4 Wood Low-E Single Yes 0.22 0.23 33.0 ft2 13 ft 0 in 2 ft 0 in Drapes/blinds None 13 W 7 Wood Low-E Single Yes 0.22 0.23 79.8 ft2 2 ft 0 in 2 ft 0 in Drapes/blinds None 14 W 7 Wood Low-E Single Yes 0.22 0.23 26.9 ft2 2 ft 0 in 2 ft 0 in Drapes/blinds None 15 S 8 Wood Low-E Single Yes 0.22 0.23 59.8 ft2 2 ft 0 in 2 ft 0 in Drapes/blinds None 16 S 8 Wood Low-E Single Yes 0.22 0.23 6.3 ft2 2 ft 0 in 2 ft 0 in Drapes/blinds None 17 W 7 Wood Low-E Single Yes 0.22 0.23 10.8 ft2 2 ft 0 in 2 ft 0 in Drapes/blinds None 18 W 7 Wood Low-E Single Yes 0.22 0.23 19.9 ft2 2 ft 0 in 2 ft 0 in Drapes/blinds None 19 S 8 Wood Low-E Single Yes 0.22 0.23 39.9 ft2 2 ft 0 in 2 ft 0 in Drapes/blinds None 20 S 8 Wood Low-E Single Yes 0.22 0.23 31.3 ft2 2 ft 0 in 2 ft 0 in Drapes/blinds None 21 E 9 Wood Low-E Single Yes 0.22 0.23 59.8 ft2 2 ft 0 in 2 ft 0 in Drapes/blinds None 22 S 8 Wood Low-E Single Yes 0.22 0.23 6.3 ft2 2 ft 0 in 2 ft 0 in Drapes/blinds None 23 S 8 Wood Low-E Single Yes 0.22 0.23 59.8 ft2 2 ft 0 in 2 ft 0 in Drapes/blinds None 24 E 9 Wood Low-E Single Yes 0.22 0.23 39.9 ft2 2 ft 0 in 2 ft 0 in Drapes/blinds None 25 E 9 Wood Low-E Single Yes 0.22 0.23 10.8 ft2 2 ft 0 in 2 ft 0 in Drapes/blinds None 26 S 10 Wood Low-E Single Yes 0.22 0.23 19.9 ft2 2 ft 0 in 2 ft 0 in Drapes/blinds None 27 E 11 Wood Low-E Single Yes 0.22 0.23 24.0 ft2 2 ft 0 in 2 ft 0 in Drapes/blinds None 28 E 11 Wood Low-E Single Yes 0.22 0.23 46.5 ft2 2 ft 0 in 2 ft 0 in Drapes/blinds None 29 N 12 Wood Low-E Single Yes 0.22 0.23 18.8 ft2 2 ft 0 in 2 ft 0 in Drapes/blinds None 30 N 12 Wood Low-E Single Yes 0.22 0.23 19.9 ft2 2 ft 0 in 2 ft 0 in Drapes/blinds None 31 N 13 Wood Low-E Single Yes 0.22 0.23 21.6 ft2 2 ft 0 in 2 ft 0 in Drapes/blinds None 32 N 13 Wood Low-E Single Yes 0.22 0.23 12.5 ft2 2 ft 0 in 2 ft 0 in Drapes/blinds None GARAGE # Floor Area Ceiling Area Exposed Wall Perimeter Avg. Wall Height Exposed Wall Insulation 1 348 ft2 348 ft2 57.7 ft 9 ft 0 INFILTRATION # Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 1 Wholehouse Best Guess .0005 6970.7 382.68 719.69 .474 7.4158 7/7/2013 8:27 PM EnergyGauge® USA - FlaRes2010 Section 405.4.1 Compliant Software Page 4 of 7 HEATING SYSTEM # System Type Subtype Efficiency Capacity Block Ducts 1 Electric Heat Pump None HSPF: 9 48 kBtu/hr 1 sys#1 2 Electric Heat Pump None HSPF: 9.25 36 kBtu/hr 2 sys#2 3 Electric Heat Pump None HSPF: 8.4 18 kBtu/hr 3 sys#3 COOLING SYSTEM # System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 Central Unit None SEER: 15.5 48 kBtu/hr 1440 cfm 0.75 1 sys#1 2 Central Unit None SEER: 15 36 kBtu/hr 1080 cfm 0.75 2 sys#2 3 Central Unit None SEER: 15 18 kBtu/hr 540 cfm 0.75 3 sys#3 HOT WATER SYSTEM # System Type SubType Location EF Cap Use SetPnt Conservation 1 Electric Tankless Exterior 0.92 1 gal 70 gal 120 deg None SOLAR HOT WATER SYSTEM FSEC Collector Storage Cert # Company Name System Model# Collector Model # Area Volume FEF None None ft2 DUCTS ----Supply---- ----Return---- Air CFM 25 CFM25 HVAC# V # Location R-Value Area Location Area Leakage Type Handler TOT OUT ON RLF Heat Cool 1 1st Floor 6 335.53 1st Floor 129.05 Default Leakage 1st Floor (Default) (Default) 1 1 2 2nd Floor 6 236.47 2nd Floor 90.95 ft Default Leakage 2nd Floor (Default) (Default) 2 2 3 Master Bedro 6 118.95 Master Bedro 45.75 ft Default Leakage Master Bed (Default) (Default) 3 3 TEMPERATURES Programable Thermostat:Y Ceiling Fans:Cooling Jan Feb ri ri ri [ Mar Apr May Jun Dec Venting lX�JJanan �X�FFeb Mar eb JXJ XMar I X�Apr May ri Jun Jul Aug Sep 1xi Oct Nov Dec Oct N Nov H Dec Jun Jul Aug Sep 7/7/2013 8:27 PM EnergyGauge® USA - FlaRes2010 Section 405.4.1 Compliant Software Page 5 of 7 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 7/7/2013 8:27 PM EnergyGauge® USA - FlaRes2010 Section 405.4.1 Compliant Software Page 6 of 7 FORM 405-10 Florida Code Compliance Checklist Florida Department of Business and Professional Regulations Residential Whole Building Performance Method ADDRESS: 1565 Beach Ave 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 1 405.2.1 R-19 space permitting. X 7/7/2013 8:27 PM EnergyGauge® USA - FlaRes2010 Section 405.4.1 Compliant Software Page 7 of 7 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 59 The lower the Energy Perform ance Index, the more efficient the home. 1565 Beach Ave, 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.Concrete Block-Int Insul,Exterior R=4.0 4695.80 ft2 b.Concrete Block-Int Insul,Adjacent R=4.0 247.20 ft 3. Number of units,if multiple family 1 c.N/A R= ftZ 4. Number of Bedrooms 4 d.N/A R= ftZ 10.Ceiling Types Insulation Area 5. Is this a worst case? No a.Roof Deck(Unvented) R=19.0 2891.00 ft2 6. Conditioned floor area(ft') 5315 b.N/A R= ftZ c.N/A R= ftt 7. Windows" Description Area z a. U-Factor: Sgl,U=0.22 1399.30 ft2 11.Ducts R ft a.Sup:1 st Floor,Ret:1 st Floor,AH:1 st Floor 6 335.53 SHGC: SHGC=0.23 b.Sup: 2nd Floor,Ret:2nd Floor,AH:2nd Floor 6 236.47 b. U-Factor: N/A ftZ c.Sup:Master Bedroom,Ret:Master Bedroom,AH:M 6 118.95 SHGC: 12.Cooling systems kBtu/hr Efficiency c. U-Factor: N/A ft' a.Central Unit 48.0 SEER:15.50 SHGC: b.Central Unit 36.0 SEER:15.00 d. U-Factor: N/A ftZ c.Central Unit 18.0 SEER:15.00 SHGC: 13.Heating systems kBtu/hr Efficiency a.Electric Heat Pump 48.0 HSPF:9.00 Area Weighted Average Overhang Depth: 7.361 ft. b.Electric Heat Pump 36.0 HSPF:9.25 Area Weighted Average SHGC: 0.230 c.Electric Heat Pump 18.0 HSPF:8.40 8. Floor Types Insulation Area 14.Hot water systems Cap 1 gallons a.Slab-On-Grade Edge Insulation R=0.0 2581.00 ftz a.Electric EF:0.92 b.Raised Floor R=19.0 274.00 ftZ c.N/A R= ftZ b. Conservation features None 15.Credits Pstat I certify that this home has complied with the Florida Energy Efficiency Code for Building �41gE ST,gr� Construction through the above energy saving features which will be installed (or exceeded) ,y 0 in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Code compliant fe s r Builder Signature: Date: f 0 �� , o Address of New Home: 15S&$ � /�y�--�HE City/FL Zip:A,44nc 6e, � �'c01)WE /Z 32233 *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: Petway Residence(Revision) Builder Name: ChfZLJ—Lt J Ca'457Y2^+G1_LwW,1 nfG. Street: 1565 Beach Ave 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- ermeable insulation is inside of an air barrier. Ceiling/attic Air barrier in any dropped ceiling/soffit is substantially aligned with insulation and any gaps are sealed. Attic access(except unvented attic), knee wall door, or drop down stair is sealed. Walls Corners and headers are insulated. Junction of foundation and sill plate is sealed. Windows and doors Space between window/door jambs and framing is sealed. Rim joists Rim joists are insulated and include an air barrier. Floors (including Insulation is installed to maintain permanent contact with underside above-garage and of subfloor decking. cantilevered floors) Crawl space walls Insulation is permanently attached to walls. Exposed earth in unvented crawl spaces is covered with Class I Shafts, penetrations Duct shafts, utility penetrations, knee walls and flue shafts opening to exterior or unconditioned space are sealed. Narrow cavities Batts in narrow cavities are cut to fit, or narrow cavities are filled by sprayed/blown insulation. Garage separation Air sealing is provided between the garage and conditioned spaces. Recessed lighting Recessed light fixtures are air tight, IC rated, and sealed to drywall. Exception—fixtures in conditioned space. Plumbing and wiring Insulation is placed between outside and pipes. Batt insulation is cut to fit around wiring and plumbing, or sprayed/blown insulation Shower/tub on exterior wall Showers and tubs on exterior walls have insulation and an air barrier separating them from the exterior wall. Electrical/phone box on Air barrier extends behind boxes or air sealed-type boxes are installed. Common wall Air barrier is installed in common wall between dwelling units. HVAC register boots HVAC register boots that penetrate building envelope are sealed to subfloor or drVwall. Fireplace Fireplace walls include an air barrier. EnergyGauge®USA-FlaRes2010 Section 405.4.1 Compliant Software Pro ect Job: Summary J '7 Date: 6/18/13 Zone 1 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.ax amail.corrn Project Information For: Petway Residence 1565 Beach Ave, Atlantic Beach, FL Notes: Front of house faces West. Design Information Weather: Jacksonville Intl AP, FL, US Winter Design Conditions Summer Design Conditions Outside db 32 °F Outside db 94 °F Inside db 74 °F Inside db 74 °F Design TD 42 °F Design TD 20 °F Daily range M Relative humidity 50 % Moisture difference 52 gr/Ib Heating Summary Sensible Cooling Equipment Load Sizing Structure 59026 Btuh Structure 37003 Btuh Ducts 677 Btuh Ducts 936 Btuh Central vent(0 cfm) 0 Btuh Central vent(0 cfm) 0 Btuh Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 59702 Btuh Use manufacturer's data n Rate/swing multiplier 0.99 Infiltration Equipment sensible load 37711 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 0 Structure 4736 Btuh Ducts 245 Btuh Heating Cooling Central vent(0 cfm) 0 Btuh Area(ft') 2581 2581 Equipment latent load 4981 Btuh Volume(ft') 30972 30972 Air changes/hour 0.28 0.15 Equipment total load 42692 Btuh Equiv.AVF(cfm) 145 78 Req. total capacity at 0.86 SHR 3.7 ton Heating Equipment Summary Cooling Equipment Summary Make Trane Make Trane Trade XL151 WEATHERTRON Trade XL151 WEATHERTRON Model 4TWX5049E1 Cond 4TWX5049E1 AHRI ref 4385471 Coil *AM7AOC48H41 AHRI ref 4385471 Efficiency 9 HSPF Efficiency 12.5 EER, 15.5 SEER Heating Input Sensible cooling 34062 Btuh Heating output 47500 Btuh @ 47°F Latent cooling 14598 Btuh Temperature rise 26 °F Total cooling 48660 Btuh Actual air flow 1633 cfm Actual air flow 1633 cfm Air flow factor 0.027 cfm/Btuh Air flow factor 0.043 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat Load sensible heat ratio 0.88 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2013-Jul-07 20:28:36 '4` Wrightsoft' Right-Suite®Universal 2012 12.1.03 RSU17457 Page 1 AC ;K ...C,Petway Residence,Room by Room,1565 Beach Ave,All Bch.rup Calc=MJ8 Front Door faces: Page 1 Project Summary ry Date: 6118/13 Zone 2 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.jaxammail.com1 Proiect Information For: Petway Residence 1565 Beach Ave,Atlantic Beach, FL Notes: Front of house faces West. -- Design Information Weather: Jacksonville Intl AP, FL, US Winter Design Conditions Summer Design Conditions Outside db 32 °F Outside db 94 °F Inside db 74 °F Inside db 74 °F Design TD 42 °F Design TD 20 °F Daily range M Relative humidity 50 % Moisture difference 52 gr/Ib Heating Summary Sensible Cooling Equipment Load Sizing Structure 30801 Btuh Structure 31429 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 30801 Btuh Use manufacturer's data n Rate/swing multiplier 0.99 Infiltration Equipment sensible load 31240 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 0 Structure 2783 Btuh Ducts 0 Btuh Heating Cooling Central vent(0 cfm) 0 Btuh Area(ft') 1819 1819 Equipment latent load 2783 Btuh Volume(ft') 17803 17803 Air changes/hour 0.28 0.15 Equipment total load 34023 Btuh Equiv. AVF(cfm) 84 45 Req. total capacity at 0.86 SHR 3.0 ton Heating Equipment Summary Cooling Equipment Summary Make Trane Make Trane Trade XL151 WEATHERTRON Trade XL151 WEATHERTRON Model 4TWX5036B1 Cond 4TWX5036131 AHRI ref 4655313 Coil "AM7AOC36H31 AHRI ref 4655313 Efficiency 9.3 HSPF Efficiency 12.5 EER, 15 SEER Heating input Sensible cooling 26082 Btuh Heating output 34600 Btuh @ 47°F Latent cooling 11178 Btuh Temperature rise 25 °F Total cooling 37260 Btuh Actual air flow 1253 cfm Actual air flow 1253 cfm Air flow factor 0.041 cfm/Btuh Air flow factor 0.040 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat Load sensible heat ratio 0.92 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2013-Jul-07 20:28:36 Wriightsoft Right-Suite®Universal 2012 12.1.03 RSU17457 Page 2 AC(>. ...C,Petway Residence,Room by Room,1565 Beach Ave,Atl Bch.rup Calc=MJ8 Front Door faces: Page 2 Summary ProjectSummary Job. Date: 6/18/13 Zone 3 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.ax amail.corn Project Information For: Petway Residence 1565 Beach Ave,Atlantic Beach, FL Notes: Front of house faces West. Design Information Weather: Jacksonville Intl AP, FL, US Winter Design Conditions Summer Design Conditions Outside db 32 °F Outside db 94 °F Inside db 74 °F Inside db 74 °F Design TD 42 °F Design TD 20 °F Daily range M Relative humidity 50 % Moisture difference 52 gr/Ib Heating Summary Sensible Cooling Equipment Load Sizing Structure 12622 Btuh Structure 14090 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 12622 Btuh Use manufacturer's data n Rate/swing multiplier 0.99 Infiltration Equipment sensible load 14006 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 0 Structure 2928 Btuh Ducts 0 Btuh Heating Cooling Central vent(0 cfm) 0 Btuh Area(ft2) 915 915 Equipment latent load 2928 Btuh Volume(ft') 8578 8578 Air changes/hour 0.27 0.14 Equipment total load 16934 Btuh Equiv. AVF(cfm) 39 21 Req.total capacity at 0.86 SHR 1.4 ton Heating Equipment Summary Cooling Equipment Summary Make Trane Make Trane Trade XL151 WEATHERTRON Trade XL151 WEATHERTRON Model 4TWX5018B1 Cond 4TWX5018131 AHRI ref 4655312 Coil "AM7AOA24H21 AHRI ref 4655312 Efficiency 8.4 HSPF Efficiency 13.0 EER, 15 SEER Heating input Sensible cooling 13328 Btuh Heating output 17100 Btuh @ 47°F Latent cooling 5712 Btuh Temperature rise 23 °F Total cooling 19040 Btuh Actual air flow 667 cfm Actual air flow 667 cfm Air flow factor 0.053 cfm/Btuh Air flow factor 0.047 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. W rl htsoft 2013-Jul-07 20:28:36 �� 9 Right-Suite®Universal 2012 12.1.03 RSU17457 Page 3 j4M ...C,Petway Residence,Room by Room,1565 Beach Ave,All Bch.rup Calc=MJ8 Front Door faces: Page 3 Tu FILE COPY 11 FORM 405-10 - r FLORIDA ENERGY EFFICIENCY COM 1L G CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: Petway Guest House(Revision) Builder Name: C44LTopJ Ca�JS7�MCTts�j /�C. Street: 1565 Beach Ave Permit Office: Atlantic Beach City,State,Zip: Atlantic Beach,FL, Permit Number: /3-3/g/ Owner: Jurisdiction: 261100 Design Location: FL,Jacksonville 1. New construction or existing New(From Plans) 9. Wall Types (1957.8 sqft.) Insulation Area 2. Single family or multiple family Single-family a.Concrete Block-Int Insul,Exterior R=4.0 1840.80 ft2 b.Concrete Block-Int Insul,Adjacent R=4.0 117.00 ft2 3. Number of units,if multiple family 1 c.N/A R= ftZ 4. Number of Bedrooms 1 d.N/A R= ft2 10.Ceiling Types (1006.0 sqft.) Insulation Area 5. Is this a worst case? No a.Roof Deck(Unvented) R=19.0 1006.00 ftZ 6. Conditioned floor area above grade(ft2) 1008 b.N/A R= ft2 Conditioned floor area below grade(ft') 0 11.Duuctct c. R= ft2 Ducts R ft2 7. Windows(137.1 sqft.) Description Area a.Sup:Main,Ret:Main,AH:Main 6 131.04 a. U-Factor: Sgl,U=0.22 137.10 ft2 SHGC: SHGC=0.23 b. U-Factor: N/A ft2 12.Cooling systems kBtu/hr Efficiency SHGC: a.Central Unit 18.0 SEER:15.00 c. U-Factor: N/A ft2 SHGC: 13.Heating systems kBtu/hr Efficiency d. U-Factor: N/A ft2 a.Electric Heat Pump 18.0 HSPF:8.40 SHGC: Area Weighted Average Overhang Depth: 2.000 ft. Area Weighted Average SHGC: 0.230 14.Hot water systems a.Electric Tankless Cap:1 gallons 8. Floor Types (910.0 sqft.) Insulation Area EF:0.920 a.Floor over Garage R=19.0 598.00 ft2 b. Conservation features b.Slab-On-Grade Edge Insulation R=0.0 312.00 ft2 None c.N/A R= ft2 15.Credits Pstat Glass/Floor Area: 0.136 Total Proposed Modified Loads: 20.87 PASS Total Standard Reference Loads: 33.34 1 hereby certify that the plans and specifications covered by Review of the plans and 4 CNE S,4p, this calculation are in compliance with the Florida Energy specifications covered by thistiO, _ Code. calculation indicates compliance Ryan B. Ellis •� with the Florida Energy Code. PREPARED BY: Before construction is completed a M DATE: 7/7/13 this building will be inspected for compliance with Section 553.908 I hereby certify that this building, as ed, is in compliance Florida Statutes. with the Florida Energy �e .�y1 ��►N1v�g� OWNER NT' t7 BUILDING OFFICIAL: DATE: f DATE: U ,S a 01 - Compliance requires completion of a Florida Air Barrier and Insulation Inspection Checklist 7/7/2013 8:35 PM EnergyGauge®USA-FlaRes2010 Section 405.4.1 Compliant Software Page 1 of 5 PROJECT Title: Petway Guest House(Revision Bedrooms: 1 Address Type: Street Address Building Type: User Conditioned Area: 1008 Lot# Owner: Total Stories: 2 Block/SubDivision: #of Units: 1 Worst Case: No PlatBook: Builder Name: Rotate Angle: 0 Street: 1565 Beach Ave Permit Office: Atlantic Beach Cross Ventilation: County: Duval Jurisdiction: 261100 Whole House Fan: City,State,Zip: Atlantic Beach, Family Type: Single-family FL, New/Existing: New(From Plans) Comment: CLIMATE IECC Design Temp Int Design Temp Heating Design Daily Temp 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 Block1 1008 11088 SPACES Number Name Area Volume Kitchen Occupants Bedrooms InfilID Finished Cooled Heated 1 Main 1008 11088 Yes 1 1 1 Yes Yes Yes FLOORS # Floor Type Space Perimeter Perimeter R-Value Area Joist R-Value Tile Wood Carpet 1 Slab-On-Grade Edge Insulation Main 85.6 ft 0 312 ftZ ____ 0 0 1 2 Floor over Garage Main ____ __-_ 598 ftZ 19 0 0 1 ROOF Roof Gable Roof Solar SA Emitt Emitt Deck Pitch # Type Materials Area Area Color Absor. Tested Tested Insul. (deg) 1 Hip Composition shingles 1004 ftZ 0 ftZ Medium 0.96 No 0.9 No 19 26.6 ATTIC J # Type Ventilation Vent Ratio(1 in) Area RBS IRCC 1 Full attic Unvented 0 898 ftZ N N CEILING # Ceiling Type Space R-Value Area Framing Frac Truss Type 1 Under Attic(Unvented) Main 0.1 1006 ftZ 0.11 Wood 7/7/2013 8:35 PM EnergyGauge®USA-FlaRes2010 Section 405.4.1 Compliant Software Page 2 of 5 WALLS Adjacent In Ft In A rep R-Nlah le on AhSor To Wall TYPPSpace Cavity Width Height Sheathing Framing Solar Below 1 W Garage Concrete Block-Int Insul Main 4 13 9 117.0 ft2 0.23 0.75 0 2 S Exterior Concrete Block-Int Insul Main 4 8.5 9 76.5 ft2 0.23 0.75 0 3 E Exterior Concrete Block-Int Insul Main 4 13 9 117.0 ft2 0.23 0.75 0 4 N Exterior Concrete Block-Int Insul Main 4 8.5 9 76.5 ft2 0.23 0.75 0 5 W Exterior Concrete Block-Int Insul Main 4 25 11 275.0 ft2 0.23 0.75 0 6 S Exterior Concrete Block-Int Insul Main 4 46.4 11 510.4 ft2 0.23 0.75 0 7 E Exterior Concrete Block-Int Insul Main 4 25 11 275.0 ft2 0.23 0.75 0 8 N Exterior Concrete Block-Int Insul Main 4 46.4 11 510.4 ft2 0.23 0.75 0 DOORS # Ornt Door Type Space Storms U-Value Width Height Area Ft In Ft In 1 W Wood Main None .46 3 6.7 20.1 ft2 2 W Wood Main None .46 1.4 7 9.4 ft2 3 W Wood Main None .46 1.4 7 9.4 ft2 4 W Wood Main None .46 1.4 7 9.4 ft2 5 E Wood Main None .46 1.3 8 10 ft2 6 E Wood Main None .46 1.3 8 10 ft2 7 N Wood Main None .46 1.5 8 12 ft2 WINDOWS Orientation shown is the entered,Pro osed orientation. / Wall Overhang v # Ornt ID Frame Panes NFRC U-Factor SHGC Area Depth Separation Int Shade Screening 1 W 5 Wood Low-E Single Yes 0.22 0.23 28.3 ft2 2 ft 0 in 2 ft 0 in Drapes/blinds None 2 S 6 Wood Low-E Single Yes 0.22 0.23 16.5 ft2 2 ft 0 in 2 ft 0 in Drapes/blinds None 3 S 6 Wood Low-E Single Yes 0.22 0.23 18.8 ft2 2 ft 0 in 2 ft 0 in Drapes/blinds None 4 E 7 Wood Low-E Single Yes 0.22 0.23 20.0 ft2 2 ft 0 in 2 ft 0 in Drapes/blinds None 5 N 8 Wood Low-E Single Yes 0.22 0.23 12.0 ft2 2 ft 0 in 2 ft 0 in Drapes/blinds None 6 E 7 Wood Low-E Single Yes 0.22 0.23 16.5 ft2 2 ft 0 in 2 ft 0 in Drapes/blinds None 7 N 8 Wood Low-E Single Yes 0.22 0.23 25.0 ft2 2 ft 0 in 2 ft 0 in Drapes/blinds None GARAGE # Floor Area Ceiling Area Exposed Wall Perimeter Avg.Wall Height Exposed Wall Insulation 1 598 ft2 0 ft2 89.7 ft 9 ft 0 INFILTRATION # Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 1 Wholehouse Best Guess .0005 1322 72.58 136.49 .474 7.1537 7/7/2013 8:35 PM EnergyGauge®USA-FlaRes2010 Section 405.4.1 Compliant Software Page 3 of 5 HEATING SYSTEM # System Type Subtype Efficiency Capacity Block Ducts 1 Electric Heat Pump None HSPF:8.4 18 kBtu/hr 1 sys#1 COOLING SYSTEM # System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 Central Unit None SEER:15 18 kBtu/hr 540 cfm 0.75 1 sys#1 HOT WATER SYSTEM # System Type SubType Location EF Cap Use SetPnt Conservation 1 Electric Tankless Exterior 0.92 1 gal 40 gal 120 deg None SOLAR HOT WATER SYSTEM FSEC Collector Storage Cert # Company Name System Model# Collector Model# Area Volume FEF None None ftz DUCTS ----Supply---- ----Return---- Air CFM 25 CFM25 HVAC# V # Location R-Value Area Location Area Leakage Type Handler TOT OUT QN RLF Heat Cool 1 Main 6 131.04 f Main 50.4 ft2 Default Leakage Main (Default)c(Default)c 1 1 TEMPERATURES Programable Thermostat: Y Ceiling Fans: Cooling [ ]Jan Feb [ ]Mar A r Ma X Jun [X]Jul rjAug Au ri Se Oct Nov Dec HeatinI Jan f X�Feb [X]Mar Apr € May Jun [ ]Jul Sep Oct X Nov Dec Nov DecVenting [ ]Jan [ Feb X Mar 111 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 7/7/2013 8:35 PM EnergyGauge®USA-FlaRes2010 Section 405.4.1 Compliant Software Page 4 of 5 FORM 405-10 Florida Code Compliance Checklist Florida Department of Business and Professional Regulations Residential Whole Building Performance Method ADDRESS: 1565 Beach Ave 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: gasketed doors&outdoor combustion air. Must complete X envelope leakage report or visually verify Table 402.4.2. Thermostat& 403.1 At least one thermostat shall be provided for each separate heating controls and cooling system. Where forced-air furnace is primary system, programmable thermostat is required. Heat pumps with supplemental X electric heat must prevent supplemental heat when compressor can meet the load. Ducts 403.2.2 All ducts, air handlers, filter boxes and building cavities which form the primary air containment passageways for air distribution systems shall be considered ducts or plenum chambers, shall be constructed and 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 1 405.2.1 R-19 space permitting. x 7/7/2013 8:35 PM EnergyGauge®USA-FlaRes2010 Section 405.4.1 Compliant Software Page 5 of 5 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 63 The lower the EnergyPerformance Index, the more efficient the home. 1565 Beach Ave, 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.Concrete Block-Int Insul,Exterior R=4.0 1840.80 ft2 b.Concrete Block-Int Insul,Adjacent R=4.0 117.00 ft2 3. Number of units,if multiple family 1 c.N/A R= ft2 4. Number of Bedrooms 1 d.N/A R= ft2 5. Is this a worst case? No 10.Ceiling Types Insulation Area a.Roof Deck(Unvented) R=19.0 1006.00 ft2 6. Conditioned floor area(ft2) 1008 b.N/A R= ft2 7. Windows" Description Area c.N/A R= ft2 2 a. U Factor: Sgl,U=0.22 137.10 ft2 11.Ducts R ft a.Sup:Main,Ret:Main,AH:Main 6 131.04 SHGC: SHGC=0.23 b. U-Factor: N/A ft2 SHGC: 12.Cooling systems kBtu/hr Efficiency c. U-Factor: N/A ft2 a.Central Unit 18.0 SEER:15.00 SHGC: d. U-Factor: N/A ft2 13.Heating systems kBtu/hr Efficiency SHGC: a.Electric Heat Pump 18.0 HSPF:8.40 Area Weighted Average Overhang Depth: 2.000 ft. Area Weighted Average SHGC: 0.230 8. Floor Types Insulation Area 14.Hot water systems 2 a.Electric Cap:1 gallons a.Floor over Garage R=19.0 598.00 ft EF:0.92 b.Slab-On-Grade Edge Insulation R=0.0 312.00 ft2 c.N/A R= ft2 b. Conservation features None 15.Credits Pstat I certify that this home has complied with the Florida Energy Efficiency Code for Building 4,tIE Sp4,_ Construction through the above energy saving features which will be installed (or exceeded) ° in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Code compliant fe$3tur9s. Builder Signature: `?C/ Date: Address of New Home: 1<4 51� B G"Y`lji(G City/FL Zip:47�G &AC-1- f4. 5� /i 3 2233 °°D'Nc�� *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: Petway Guest House(Revision) Builder Name: CJ�r_LTo,J C')'Ws—1"C–TI D'4"f�►�G. Street: 1565 Beach Ave Permit Office: Atlantic Beach City,State,Zip: Atlantic Beach,FL , Permit Number: Owner: Jurisdiction: 261100 Design Location: FL,Jacksonville COMPONENT CRITERIA CHECK Air barrier and thermal barrier Exterior thermal envelope insulation for framed walls is installed in substantial contact and continuous alignment with building envelope air barrier. Breaks or joints in the air barrier are filled or repaired. Air-permeable insulation is not used as a sealing material Air-permeable insulation is inside of an air barrier. Ceiling/attic Air barrier in any dropped ceiling/soffit is substantially aligned with insulation and any gaps are sealed. Attic access(except unvented attic), knee wall door, or drop down stair is sealed. Walls Corners and headers are insulated Junction of foundation and sill plate is sealed. Windows and doors Space between window/door jambs and framing is sealed. Rim joists Rim joists are insulated and include an air barrier. Floors (including Insulation is installed to maintain permanent contact with underside above-garage and of subfloor decking. cantilevered floors) Crawl space walls Insulation is permanently attached to walls. Exposed earth in unvented crawl spaces is covered with Class I Shafts, penetrations Duct shafts, utility penetrations, knee walls and flue shafts opening to exterior or unconditioned space are sealed. Narrow cavities Batts in narrow cavities are cut to fit, or narrow cavities are filled by sprayed/blown insulation. Garage separation Air sealing is provided between the garage and conditioned spaces. Recessed lighting Recessed light fixtures are air tight, IC rated, and sealed to drywall. Exception—fixtures in conditioned space. Plumbing and wiring Insulation is placed between outside and pipes. Batt insulation is cut to fit around wiring and plumbing, or sprayed/blown insulation Shower/tub on exterior wall Showers and tubs on exterior walls have insulation and an air barrier separating them from the exterior wall. Electrical/phone box on Air barrier extends behind boxes or air sealed-type boxes are installed. Common wall Air barrier is installed in common wall between dwelling units. HVAC register boots HVAC register boots that penetrate building envelope are sealed to subfloor or drywall. Fireplace Fireplace walls include an air barrier. EnergyGauge®USA-FlaRes2010 Section 405.4.1 Compliant Software Project Summa Job: J Date: 6/18/13 Entire House 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.jax(cDgmaii.comi Project Information For: Petway Guest House 1565 Beach Ave,Atlantic Beach, FL Notes: Garage faces West. Design Information Weather: Jacksonville Intl AP, FL, US Winter Design Conditions Summer Design Conditions Outside db 32 °F Outside db 94 °F Inside db 74 °F Inside db 74 °F Design TD 42 °F Design TD 20 °F Daily range M Relative humidity 50 % Moisture difference 52 gr/Ib Heating Summary Sensible Cooling Equipment Load Sizing Structure 24868 Btuh Structure 15000 Btuh Ducts 0 Btuh Ducts 0 Btuh Central vent(22 cfm) 1003 Btuh Central vent(22 cfm) 487 Btuh Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 25871 Btuh Use manufacturer's data n Rate/swing multiplier 0.99 Infiltration Equipment sensible load 15395 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 0 Structure 1866 Btuh Ducts 0 Btuh Heating Cooling Central vent(22 cfm) 765 Btuh Area(ft) 1008 1008 Equipment latent load 2631 Btuh Volume(ft') 10868 10868 Air changes/hour 0.45 0.23 Equipment total load 18026 Btuh Equiv. AVF(cfm) 82 42 Req. total capacity at 0.86 SHR 1.5 ton Heating Equipment Summary Cooling Equipment Summary Make Trane Make Trane Trade XL151 WEATHERTRON Trade XL151 WEATHERTRON Model 4TWX5018B1 Cond 4TWX5018B1 AHRI ref 4655312 Coil "AM7AOA24H21 AHRI ref 4655312 Efficiency 8.4 HSPF Efficiency 13.0 EER, 15 SEER Heating input Sensible cooling 14280 Btuh Heating output 17100 Btuh @ 47°F Latent cooling 4760 Btuh Temperature rise 23 °F Total cooling 19040 Btuh Actual air flow 667 cfm Actual air flow 667 cfm Air flow factor 0.027 cfm/Btuh Air flow factor 0.044 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat Load sensible heat ratio 0.85 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2013-Jul-07 20:35:17 .- wrightsoft" Right-Suite®Universal 2012 12.1.03 RSU17457 Pagel ACCP. ...Petway Guest House,Room by Room,1565 Beach Ave,Ali Bch.rup Calc=MJ8 Front Door faces: Page 1 uu4hwrrt••arw q.3+■•w..www..�rwu�tkMwarr� + 1 FILE COPY MIAMhDADE r_ MIAMI-DADS COUNTY o CT CONTROL SECTION DEPARTMENT OF PERMITTING,ENVIRONMENT,AND REGULATORY 11805 SW 26 Street,Room 208 AFFAIRS(PERA) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) wmv.nilamidade.gov/Vern/ M.Q.Windows,Inc. 1855 Griffin Road,Suite A-271 Dania,FL 33004 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials.The doctunentation submitted has been reviewed and accepted by Miami-Dade County PERA- Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Section(In Miami Dade County) and/or the AHJ(in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "JS-Direct Glazed"Wood Fixed Wind-=r—r- nT I, APPROVAL DOCUMENT: Drawing No.JS-5-DS, titled"JS Series Direct Glazed Wood Window- LMI", sheets 1 through 10 of 10, dated 04/05/06, with revision #2 dated 05/10/12,prepared by manufacturer, signed and sealed by Scott Wolters,P.E.,bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and approval date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo,city,state, model/series,and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use, and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product, for sales,advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA#06-1031.04 and consists of this page 1 and evidence pages E-1 and E-2,as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. MtAM!•DADE COtlNTY NOA No. 12-0123.08 14 NNW Expiration Date: March 29,2017 Approval Date: August 16,2012 &�� j� Page 1 MIAMI- MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING,ENVIRONMENT,AND REGULATORY 11805 SW 26 Street,Room 208 AFFAIRS(PERA) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315.2590 F(786)315-2599 NOTICE OF ACCEPTANCE OA - ww.miamidade. ov/ era M.Q.Windows,Inc. --- 4 1855 Griffin Road,Suite A-271 COPY Dania,FL 33004 -SCOPE: This NOA is being issued under the applicable rules and regulations governing,the use of construction materials.The documentation submitted has been reviewed and accepted by Miami-Dade County PERA- Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Section(In Miami Dade County)and/or the AHJ (in areas other than Miami Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke,modify, or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code,including the High Velocity Hurricane Zone. ]UNCRIPTION: Series"JS Tit&Turn"Inswing Wood Dual Action Wiadow-L.M.I. APPROVAL DOCUMENT: Drawing No.JS-TT-1,titled"JS Series Tilt&Turn Inswing Wood Windows Miami Dade County", sheets 1 through 7 of 7,dated 07/03/07,with revision dated 12/18/08,prepared by manufacturer,signed and sealed by Scott Wolters,P.E.,bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING:Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with M.Q.Windows,Inc. or M.Q.Windows, Inc. logo, Ste-Agathe des Monts,Quebec,Canada,model/series,and following statement: "Miami-Dade County Product Control Approved",unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. ' TERMINA'T'ION of this NOA will'occur after the expiration date or if there has been a revision or change in the materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product,for sales,advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION:A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site-at the request of the Building Official. This NOA revises NOA#08-0827.23 and consists of this page 1 and evidence pages E-1 and E-2,as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. NOA No. 12-0222.09 MIAMI•DADE COUPlTIf Expiration Date: March 25,2014 Approval Date: April 26,2012 ��3112 Page 1 MIAMId7DADE ® MIAMI-DADS COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING,ENVIRONMENT,AND REGULATORY 11805 SW 26 Street,Room 208 AFFAIRS(PERA) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/pera/ M. Q. Windows 1855 Griffin Road, Suite A-271 FILE � Dania,Fl. 33004 I SCOPE: •t :`': This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County PERA-Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein,and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. D Outswinnnd APPROVAL DOCUMENT: Drawing No JS-3-Out,titled"JS Outswing Wood Windows"Sheets 1 through 10 of 10,dated 01-10-99 and last revised on FEB 15,2012,prepared by manufacturer,signed and sealed by Scott Wolters,P.E.,bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING:Large& Small Missile Impact Resistant Limitation: 1. Raised Wood panels are limited to max. 7.81 sgft, in combination with Glass. LABELING: Each unit shall bear a permanent label with M.Q.Windows,Ste-Agathe des Monts, Quebec, Canada and following statement: "Miami-Dade County Product Control Approved",noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product,for sales,advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA 910-1021.06 and consists of this page l and evidence pages E-1 &E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I.Chanda,P.E. NOA No 12-0222.15 MIAMIDAua co- Expiration Date: February 08,2016 �y =•U Approval Date: May 10,2012 CIN Page 1 M IAMl-DADE MIAMI—DADE COUNTY,FLORIDA PRODUCT CONTROL SECTION BUILDING AND NEIGHBORHOOD COMPLIANCE DEPARTMENT(BNC) 11805 SW 20h Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami,Florida 33175-2474 T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www miamldade aayAuilding M.Q.Windows,Inc. - Suite A-271 - - 1855 Griffin Road Dania,FL 33004 FILE C SCOPE: This NOA is being issued under the applicable ru es an regu a ions governing e use of construction materials. The documentation submitted has been reviewed and accepted by Miami—Dade County BNC— Product Control Section to be used in Miami—Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below. The Miami—Dade County Product Control Section(In Miami—Dade County)and/or the AHJ(in areas other than Miami—Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner,the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BNC reserves the right to revoke this acceptance, if it is determined by Miami—Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DEsc 10 :- Series "Lift and Slide" 1OFt Wood Sliding Glass Door L.M.T. APPROVAL DOCUMENT: Drawing No. MQ—LSD—Ml,--titled "Lift and Slide Wood Sliding Glass Impact Doors', sheets 1 through 22 of 22, dated 05/24/2010 with the latest revision, dated 06/20/2011, prepared by CertWorks,LLC, signed and sealed by Alexis Spyrou, P. E., bearing the Miami—Dade County Product Control Approval stamp with the Notice of Acceptance number and Approval date by the Miami— Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, Ste. Agathe, Quebec, Canada, model/ series and following statement: "Miami—Dade County Product Control Approved" unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product,for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami—Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of this page 1, evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D.Gascon,P.E. MIAMI•DADE CO NOA No. 10-0708.03 Expiration Date: July 21,2016 Approval Date: July 21,2011 Page 1 IAM M_ D�ADE MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING,ENVIRONMENT,AND REGULATORY 11845 SW 26 Street,Room 208 AFFAIRS(PERA) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.iniamidade.gov/l)era/ M. Q. Windows -- -- 1855 Griffin Road, Suite A-271 Dania, Fl. 33004 FILE COPYLT SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County PERA-Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction. (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION:JS Seri__ •±+aw:no l�lA��d Wend non . LMI APPROVAL DOCUMENT: Drawing No JS-4-OUT,titled"JS Outswing Wood Door"Sheets 1 through 13 of 13,dated 01-10-98 and last revised on FEB 15,2012,prepared by manufacturer,signed and sealed by Scott Wolters, P.E. ,bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING: Large&Small Missile Impact Resistant Limitation: 1. Raised Wood panels are limited to max. area specified,in combination with Glass. 2. Smaller Door sizes must comply as permitted by FBC requirements. LABELING: Each unit shall bear a permanent label with M.Q. Windows,Ste-Agathe des Monts,Quebec, Canada and following statement: "Miami-Dade County Product Control Approved",noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product,for sales,advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION:A copy of this entire NOA shall be provided to the user by the manufacturer or.its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA#10-0902.09 and consists of this page 1 and evidence pages E-1 &E-2,as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I.Chanda,P.E. ti NOA No 12-0222.10 �� Mb4 �DAOEe4uNTY Expiration Date: April 20,2016 JAPPROVEDI3 Approval Date: May 10,2012 Page 1 MIAM1•DADE MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING,ENVIRONMENT,AND REGULATORY 11805 SW 26 Street,Room 208 AFFAIRS(PERA) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) wwtiv.miamidade.aovrnera� M. Q. Windows 1855 Grin Road, Suite A-271 F1 Dania,Fl. 33004 LE SCOPE: �s This NOA is being issued under the applicable rule�'"a regu a ions governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County PERA-Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code: This product is approved as described herein,and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION:AS Seriec inewina tZin t]Wnnd D nrc-i.1V[I APPROVAL DOCUMENT:Drawing No JS-4-IN,titled"JS Inswing Wood Door" Sheets i through 13 of 13, dated 01-10-98 and last revised on FEB 15,2012,prepared by manufacturer,signed and sealed by Scott Wolters, P.E. ,bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING:Large& Small Missile Impact Resistant Limitation: 1. Raised Wood panels are limited to max.area specified,in combination with Glass. 2. Smaller Door sizes must comply as permitted by FBC requirements. LABELING: Each unit shall bear a permanent label with M.Q. Windows,Ste-Agathe des Monts,Quebec, Canada and following statement: "Miami-Dade County Product Control Approved",noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION.of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product,for sales,advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION:A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA#10-0902.10 and consists of this page 1 and evidence pages E-1 &E-2,as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I.Chanda,P.E. NOA No 12-0222.11 \\V MtAMt-DADE COUNTY Expiration Date:April 20,2016 ... , Approval Date: May 10,2012 Page 1 4*41)n OID&V / CQ Seffif ! MIAMI D1A�E MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING,ENVIRONMENT,AND REGULATORY 11805 SW 26 Street,Room 208 AFFAIRS(PERA) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)3)5-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.eov/pera/ M. Q. Windows - 7- 11 1855 Griffin Road, Suite A-271 Dania Fl. 33004 FILE C SCOPE: This NOA is being issued under the applicable rules and regu attons governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County PERA-Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after-the expiration date stated below. The Miami-Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: JS Series Outswing Opaque Wood Doors-LMI APPROVAL DOCUMENT:Drawing No JS- , tit e `JS Wood Opaque Doors, Outswing" Sheets I through 13 of 13,dated 03-03-06 and last revised on FEB 15,2012,prepared by manufacturer,signed and sealed by Scott Wolters,P.E., bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING:Large&Small Missile Impact Resistant Limitation: 1. Min Door sizes must comply per FBC requirements. LABELING: Each unit shall bear a permanent label with M.Q. Windows,Ste-Agathe des Monts,Quebec, Canada and following statement: "Miami-Dade County Product Control Approved",noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product,for sales,advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its.distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA#10-0902.11 and consists of this page 1 and evidence pages E-1 &E-2,as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I. Chanda,P.E. MIpMFDADECOUNTY NOA No 12-0222.12 M`,� Expiration Date:April 20,2016 Approval Date: May 10,2012 yN Page 1 Q tai atoo tt . . FILE1 _--COPY I I W. W. Schaefer Engineering & Consulting, P.A. 7480 150 'Court North Palm Beach Gardens,FL 33418 Phone(561)744-3424 2007 FLORIDA BUILDING CODE; CODE COMPLIANCE STATEMENT FOR PRODUCTS HOLDING DARE COUNTY NOA Effective date of this compliance statement: 04/15/11 Applicable Dade County Notice of Acceptance(NOA): 07-0424.11 W.W. Schaefer Engineering drawings applicable to the above referenced NOA: No. 1077 Product Manufacturer: Designer Door,Inc. Product Name: 10'-6"impact wood garage door Code compliance statement: The above referenced product,its NOA and all documents pertaining to the NOA have been reviewed for code compliance to the 2007 Florida Building Code. As a result of our review,we find the above referenced product and its corresponding NOA to be compliant with the 2007 Florida Building Code,all code supplements to date and all applicable code referenced standards. Sincerely, ��r 1.5 zoiz r' WW. Schaefer,P.E. FI da P.E.#44135 gineer of record for the product NOA aIV8''•.Fp N0.44135 ','� { 4 i s f } f t FILE COM HTL FLORIDA GEORGIA TEXAS HTLTEST . COM M.Q. Windows & Doors 50 rue Brisette Ste-Agathe-des- Monts Qc, Canada J8C 2Z8 7200 Single Hung Window" HTL Report #: G0118-0606-09 LINKING MANUFACTURERS WITH KNOWLEDGE, EXPERIENCE&SERVICE IN ARCHITECTURAL TESTING raw p 00 J 01 In W N a1 v, W N ffDD n `S3 CD fl n A OQ vLn CD O 'Y UQ d r fl � �J -O O Q ow O O LZ. U" O N CD O O9 O O O UQ O ¢ cr Q. 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O -r1 Or _L t1l Lr CD CD CD ZD CD i SID UC p rD 77eD CD Ot fl.. rDD F CCD v' p C 'rh A QQ n v' TO UIQ CDD rD n O N O " CD ^s n p O n O U O _ 77- n O CD L a Cl) CD nCDc (f) A c7 J .�� Z3 vcD Z CD cDD Q -fit Q Q - �� CD v v cf) CT IC Z5 o cn Q (D z C) Q � � A N C) Z n 0 O7 co co � � n O A - � _ 7 0 \ = o o e = & _ % o & = @ 00 CD C- 7' C q R �' ] \ ƒ R Fo / ~ ( ? ƒ /£ \ ® E 7 w _ » CD Q y 2 r 2 z ) ƒ / $ = q § ƒ 5 D D cn ) / CD CD 0 x = n £ � -n T G) % 2 \ R 00 £ \ 3• N) w -U k / 5 7 ] _ _ Cn CD CD �� (n 0 t �to � $ , � \ s $ K O k / o / K f CL § A CD 2 7 w N) � g w 7 \ O w r � 4 CD CD ° CD_ t'D CD CD CA O CD NCA0 O O O O C �] C �j n i UQ p trJ CD CD N :-2 ^ UIQ s cD O `C3 (D n O 'u 0 O O O _0 Oh v O d �p (� Z CDo r. p y N p CD 00 Q .� O Y O CD N 00 Dc c<u r' 10 w CD N O CD 0C (D (D CD cn ¢ c7 O C < = U) � -1 `G (Q CD C: .3r p O CD • CD CD o ° a n a c D Y CL CDcn CDco Cl.i- O O m ° a• (a 3 C =rv N _ -°o 3 CD o 00o co � o v� 0 o ° w cn g CD CD -,, va cn CD �s N CD n CD o p CD � C~ o ° CD CD �• r. o CCD ° CD C (BWfS) arlton Construction Job#: J-12-0595 File#: Salesman: Scot Burney Designer: Ken Knapik Manning Building Supplies a ortandDeliveryDate Jacksonville,Florida 32256 jaxtruss@mbs-corp.com � Date: 5/16/2013 Phone:(904)268-8225 ' Fax:(904)260-2981 Carlton-Petway Resd Del.Date: 1565 BEACH AVE Atlantic Beach FL Cover Sheet Truss Level E proud Parinv"1 AlpinEnyero n� tl Protluea,Ina • • • russ Qty Span Description Pitch OHL TC Size Truss O/A Height TC/BC OHR BC Size 1 93'0714 F15 0 / 0 00'001,00 2x6 02' 00'001,00 2x6 ` 1 21'07"02 F16 0/ 0 00'001,00 2x4 02'00"00 00'001,00 2x4 1 17'04"02 A0100TU /0 00'001,00 2x4 �� 00'001,00 2x4 6 17'04"02 A02 6.00/ 0 00'001,00 2x4 05'01"04 00'001,00 2x4 1 17'04"02 A03 "° ` - `" "' " '""" """"" ." 6.00 / 0 00'001,00 2x6 05'01"04 00'001,00 2x8 1 08'07"04 B01 6.00 / 0 00'001,00 2x4 02'02"01 00'001,00 2x4 1 08'0704 B02 00'001,00 2x4 »' � "BTW . r ,4 00'00" 2x4 f a< 2 08'07"04 B03 Crff OFAT"NTIMACH 0"00 2x4 02'11"00 SEE PERMITS FOR ADI)i? ONAL 00'00"00 2x4 REQ1 08'07"04 804 #1RIroN1! N7 ti,e*11 C6' 1 17`"' 00'00"00 ( 2x4 03'08"12 6 ~. Rl' �� OO,�f1-f.10 2x4 DA V 1 37'03"04 C01 6 / 0 00'001,00 2x4 04'03"03 00'001,00 2x8 6/ 0 00'001,00 2x4 05'03"03 00'001,00 2x4 1 37'03"04 CO3 6.00 / 0 00'001,00 2x4 06'03"03 00'001,00 2x4 - _- 1 37'03"04 C04 6/0 00'001,00 2x4 ` 06'05"12 00'001,00 2x4" 1 37'03"04 C05 6 / 0 00'001,00 2x4 06'02"05 00'001,00 2x4 1 17'08"10 C06 6.00 / 0 00'001,00 2x4 T}T'00, 55, 00,001,00 2x4 1 14'11"04 C06A 6/ 0 00'001,00 2x4 07'02"05 00'001,00 2x4 HomeBASE by Alpine Engineered Products,Inc. Page 1 of 4 I 1 Job#: J-12-0595 Qty Span Description Pitch OHL TC Size Truss 0/A Height TC/BC OHR BC Size 1 1708"10 C07 6.00/0 00'001,00 2x4 08'02"05 00'001,00 2x4 1 14'11 04 C07A 6 /0 00'001,00 2x4 08'02"05 F 00'001,00 2x4 1 37'03"04 C08 6.00/0 00'001,00 2x4 09'02"05 00'001,00 2x12 9 37'03"04 C09 6 / 0 00'001,00 2x4 10'011'00 00'001,00 2x12 1 05'09"00 CG01 0/0 00'001,00 2x4 02'00"00 00'001,00 2x6 1 05'09"00 CG02 0 /0 00'00"00 2x4 02'00"00 00'001,00 2x6 1 37'03"04 D01 6/ 0 00'001,00 2x4 06'07"00 00'001,00 2x8 1 37'03"04 D02 6 / 0 00'001,00 2x4 06'07"00 00'001,00 2x4 1 37'03"04 D03 6 /0 00'001,00 2x4 06'03"03 00'001,00 2x4 1 37'03"04 D04 6.00/ 0 00'001,00 2x4 07'03"03 00'001,00 2x12 _- 1 37'03"04 D05 6/ 0 00'001,00 2x4 08'03"03 00'001,00 2x12 3"b� Tib /D 2x4 BOE} 09'03"03 6"'m' �v 1�r `.;e•.a' '� atm " {; <,7 s r-w'x�� .g wi v r2 •. s 3 37'03"04 D07 6/0 00'001,00 2x4 10'01"00 00'001,00 2x12 1 23'03"04 E01 t 6/ 3 00'001,00 2x4 �?51 00'001,00 2x4 ; k. 3 23'03"04 E02 6/3 00'001,00 2x4 06'07"00 00'001,00 2x4 3 23'03"04 E03 6/ 3 00'001,00 2x4 06'07"00 ' 00'001,00 2x4 6 01'001,00 J01 6 / 0 00'001,00 2x6 01'03"03 00'001,00 2x4 4 03'00"00 J02 6 / 0 00'001,00 2x41 02'03"03 00'001,00 2x4 4 05'00"00 J03 6.00 / 0 00'001,00 2x4 03'03"03 00'001,00 2x4 8 07'00"00 J04 6.00 /0 00'001,00 2x4 04'03"03 00'001,00 2x4 1 07'00"00 J05 6.00 / 0 00'001,00 2x4 04'03"03 00'001,00 2x6 2 09'09"05 J06 4.24/ 0 00'001,00 2x4 04'02"10 00'001,00 2x4 2 09'05"09 J07 4.24/0 00'001,00 2x4 04'01"05 00'001,00 2x4 HomeBASE by Alpine Engineered Products,Inc. Page 2 of 4 I A Job#: J-12-0595 Qty Span Description Pitch OHL TC Size Truss O/A Height TC/BC OHR BC Size 6 02'10"05 J08 6.00/0 00'001,00 2x4 02'02"05 00'001,00 2x4 1 02'10"05 J09 6.00/0 00'001,00 2x4 00'001,00 2x4 1 03'07"04 J10 4.24/0 00'001,00 2x4 02'00"08 00'001,00 2x4 1 03'11"12 J11 4.24/0 00'00"00 2x4 0�0 " 00'001,00 2x4 WU 1 07'00"00 J12 6.00/0 00'001,00 2x4 04'03"03 00'001,00 2x6 En&o Pon "f Npina Ptdueh In¢ • • • • • Qty Span Description Pitch OHL TC Size Truss 0/A Height TC/BC OHR BC Size 17 23'08"02 F01 0 /0 00'001,00 4x2 02'00"00 00'001,00 42 T 7 15'11"14 F02 0/0 00'001,00 4x2 02'00"00 00'00"00 4x2 7 16'09"14 F03 0/ 0 00'001,00 42 02'00"00 00'001,00 4x2 10 14'00"14 F04 0/0 00'001,00 42 02'00"00 00'00"00 4x2 1 07'03"00 F05 z r 0/0 00'00"00 4x2 00'001,00 42 . .. ,. .. 2 07'04"08 F06 0/ 0 00'001,00 4x2 02'00"00 00'001,00 42 00'00"00 4x2 . . , 00'001,00 4x2 ; W41 q m`a 2 08'05"08 F07A 0/0 001001100 4x2 02'00"00 00'001,00 4x2 3 21'09"10 F08 . -, } MM 0/0 00'00"00 4x2 00'001,00 4x2, 1 21'09"10 F09 0 /0 00'001,00 4x2 02'00"00 00'001,00 4x2 1 12'07"06 F10 0/0 00'001,00 4x2 02'00"00 00'001,00 4x2 1 12'07"06 F11 0 / 0 00'001,00 4x2 02'00"00 00'001,00 4x2 1 07'05"10 F12 0 /0 00'001,00 4x2 00'001,00 4x2 1 21'09"10 F13 0/0 00'001,00 4x2 02'00"00 00'001,00 4x2 7 21'09"10 F14 0/ 0 00'001,00 4x2 02'00"00 00'001,00 4x2 HomeBASE by Alpine Engineered Products,Inc. Page 3 of 4 I A Job#: J-12-0595 Qty Span Description Pitch OHL TC Size Truss O/A Height TCBC OHR BC Size Qty Description 24 HTU26 22 K1 THA426 :. � UAL _.. a ..., 9 Special 6 THf�C.426 -. . s� l � 4 HGUS26-2 Trusses: 128 Hangers: 65 Jacks: 37 Beams: 0 Piggy Backs; 0 I-Joist: 0 Total Trusses in Package: 165 Rim Board: 0 HomeBASE by Alpine Engineered Products,Inc. Page 4 of 4 ITW Building Components Group Inc. ^'"""""""" 1950 Marley Drive Haines City,FL 33844 `,tP �¢`��,.�•� 3� Florida Engineering Certificate of Authorization Number:0 278 $ •'� E •' •�� `•• • rr r Florida Certificate of Product Approval#FL 1999 : �w s` •.� �� Page 1 of 1 Document ID:IUW4151-Z0113065524 `• 08 1 ems_ Truss Fabricator: Manning Building Supply of Jacksonville, Inc. *Job Identification: J-12-0595--Cariton Construction - -- 1565 BEACH AVE Atlanto BQ h, AT 0 :ems Truss Count: 42 a r. Model Code: Florida BuiIding Code 2010 ��.•'•.`,t { ��'i Truss Criteria: FBC2010Res/TPI-2007(STD) Engineering Software: Alpine Software,Version 12.03. 4qAl. �pd` Structural Engineer of Record: The identity of the structural EOR d i d not exist as of O) To" Address: the seal date per section 611315-31.003(5a) of the FAC Minimum Design Loads: Roof - 55.0 PSF @ 1.25 Duration Floor - N/A Wind - 130 MPH ASCE 7-10 -Closed Notes: 1. Determination as to the suitability of these truss components for the William H.Krick 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 match the date shown 1950 Mariey Drive on the individual truss conponent 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 nunber is preceded by: HCUSR151 Details: EJCORNER-16030EC1-GBLLETIN-BRCLBSUB- _# Ref Description Drawing# Date # Ref Description Drawing# Date 1 21036--AO1 13133001 05/13/13 37 21072--JO7 13133032 05/13/13 2 21037--AO2 13133002 05/13/13 38 2.1073--J08 13133028 05/13/13 3 21038--AO3 13133029 05/13/13 39 21074--JO9 13133033 05/13/13 4 21039-401 13133003 05/13/13 40 21075--J10 13133034 05/13/13 5 21040--BO2 13133004 05/13/13 41 21076--J11 13133039 05/13/13 6 21041--BO3 13133005 05/13/13 42 21077--J12 13133036 05/13/13 ! 7 21042--BO4 13133006 05/13/13 8 21043--001 13133040 05/13/13 9 21044--CO2 13133007 05/13/13 10 21045--CO3 13133008 05/13/13 11 21046--CO4 13133009 05/13/13 12 21047--CO5 13133041 05/13/13 13 21048--CO6 13133010 05/13!13 14 21049--CO6A 13133011 05/13/13 15 21050--CO7 13133012 05/13/13 16 21051--CO7A 13133013 05/13/13 17 21052--CO8 13133042 05/13/13 18 21053--CO9 13133014 05/13/13 19 21054--CGO1 13133037 05/13/13 20 21055--CGO2 13133035 05/13/13 21 21056-401 13133038 05/13/13 li 22 21057--DO2 13133015 05/13/13 23 21058--DO3 13133016 05/13/13 24 21059--DO4 13133017 05/13/13 25 21060--D05 13133018 05/13/13 26 21061--DO6 13133019 05/13/13 27 21062--DO7 13133020 05/13/13 28 21063-401 13133021 05/13/13 29 21064-402 13133022 05/13/13 30 21065--EO3 13133023 05/13/13 31 21066--J01 13133024 05/13/13 32 21067--JO2 13133025 05/13/13 33 21068--JO3 13133026 05/13!13 34 21069--JO4 13133027 05/13/13 Typ ica� truss ends Warning for permonent eonsibilitYnoi the truss Conventional framingeSQ truss manufacturer. ,s not the cout�oned to seek bracing late manufacturareer, °r brand gdowhIc minoing designer,ePectinc� trusses fe9arding erection be person , ad nce revent t bfotcl9g which mGy professionolreQuired to P Bracin wood is aiw erection; and PermSee (B�SI 2006) dur'n@ in spec'fic applications'recommendat'ons re4sesutr ommentaryy- f rs further mforma{!on ht and plumb a stradirectly to top hall be instolled, in is appliedbraced os Trusses ,hall no sheoting shall b Trusses shall be position-° bottom Chords, they design- erection to and . . the en9 to core_during handled with reasonable oval in jury prevent domage or P t and quanitie s "anger oD cT APP. CODE FL, PR CAS HT Ua6 Cpty 2�> FL#11169 Bui�din9 Mann►ngies INC, supe ParkWa Dr. e 11155 ckson!Pl��e FL. 3256 Phone`(9044)260 82981 5 Fax WWW.MBS-C0PP,C0M C N _L;�C) JOB NAME Pet`"°' VE LOT/BLK/SoBDI BEACH A JOB NUMBER 1565 DRAWN BY -12-0595 i DATE KK 1 Reviewed BY, S/14/13 ■47 NA } A Z N D rr_- 0 �r co-I r� to N- -- - \U S e. O A<< D1 - fD N CD 7 f) C) N r- 'a n OC W O l C CD 7 N(O O'l l Ln (7(7 00 r _ A CD l n N O O. 1 f/I O.O. f0 �.Z L 'VC - O- N K a NNN N 10 - 07 7 7 K UI c CD X X X I I.)r j m (D p} CD N V l -O r W A A A0) Vl rt l C O Na to NN l oJo w $ rt (a N O d 0 l P fD -0_0'V - C) :D x 0 r} rt to I I r} N0) N N N C - id ik 74k O c 7J N -1 c0 NNN 7 n v a ` D o IJ IJ 7 f} no rt �� p N A v f0'}Ol mQ 7 X a >>> U) n LnO III ft 7'C.J— /D f l -1 N CT Z IA 0 d r} O Nto O' OtilO CD 7 f} <o a m O rn < vol o j J N 0 O ,• CDCD D I O'O :E(m l Ln CD CD 0 to CD _ _ �z m .. ao o � a a)n i-Ec c' n - Nz O J I A _ N nt;n . 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S c-9n zw -9 M W w '+Ip, Y • .r '' �.�' D p M � o 014114 tumoo r£ w �&N7 £ IIIr t7 t) r nD w w 7c D Ti D rrl n r �Jb7 bJ 77 r o 0 (,/)c C td t0 (n o � 0 ITW Building Components Group, Inc. 1q,44 1950 Marley Drive Haines City,FL 33844 Florida Engineering Certificate of Authorization Number:0 278 aP' ` Ns•• /f�'y Florida Certificate of Product Approval#FL 1999 V �� •�•.�1' �y Page 1 of I Document ID:IUW8151-Z0114085036 G No.22839 Truss Fabricator: banning Building Supply of Jacksonville, Inc. Job Identification: J-12-0595--Carlton Construction - -- 1565 BEACH AVE Atlant BA;h .�E OF Truss Count: 17 ��A' •{44 Model Code: Florida BuiIding Code 2010 D�• ,•L Q R Truss Criteria: FBC201ORes/TPI-2007(STD) �SiS' •••••"'•• \ Engineering Software: Alpine Software,Version 12.03. �pNAI Structural Engineer of Record: The identity of the structural EOR did not exist as of It"r Address: the seal date per section 61G15-31.003(5a) of the FAC 05/14/2013 Minimum Design Loads: Roof - N/A Floor - 65.0 PSF @ 1.00 Duration Wind - No Wind Notes: 1. Deternination 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 must notch the date shorn 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 nunber is preceded by: HCUSR151 Details: EJCORNER-STRBRIBR- # Ref Description Drawing# Date 1 40685-401 13134001 05/14/13 2 40686-402 13134002 05/14/13 3 40687-403 13134003 05/14/13 4 40688-404 13134004 05/14/13 5 40689-405 13134005 05/14/13 6 40690-406 133134006 05/14/13 7 40691-407 13134007 05/14/13 8 40692-407A 13134008 05/14/13 9 40693-408 13134009 05/14/13 110 40694-409 13134010 05/14/13 11 40695--F10 13134011 05/14/13 12 40696--F11 13134012 05/14/13 13 40697-412 13134013 05/14/13 14 40698-413 13134014 05/14/13 15 40699-414 13134015 05/14/13 16 40700--F15 13134016 05/14/13 17 40701-416 13134017 05/14/13 1 0) (D \c O 0 �- r c 0 -4I w3 rt-0 rt O, m 0 O O -r o z 'I W C -q-• c0 cr r„ D O rt of w� tgO_a N nn o r 0-O_ AAA I �¢ a -0 N Q ae 1< (D x x x I j Z Q 2 p 0) (D DCD CDUI NNN CL rt r o. 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O to Q O �� x h Q(O (D Cl -5 30 3 -0 h .+ Q Q 3 Q U) � (/7 fU O rD 3 N U) 3 0 Q 3- Q(D N U1 Q Q rD O r0 Q Ln S F)- � 3 `+ n(D (u (D h . 3 n Q v 7J N ro O o N Q O (D 3 d Iw co 3 3 Q n n n 3 0 n r0 3 Q X �- c cz o T- o n T n h o �� D _ o (n rD T7 w 3 �-+ 5-0 3 O �- �+ U1 CD D Q Q N N 0 O 3 r0 Q rU C� n rc O 3 Q rD to Q 3 Ui V i FILE COPY h U N I V E R S A ENGINEERING SCIENCES GEOTECHNICAL EVALUATION Proposed Petway Residence Atlantic Beach, Florida UES Project No. 0930.1300033.0000 UES Report No. 1030045 April 15, 2013 Prepared for.- Thomas or:Thomas Petway 1911 Beach Avenue Atlantic Beach, FL 32233 Prepared by: UNIVERSAL ENGINEERING SCIENCES 5561 Florida Mining Bouelvard South Jacksonville, FL 32257 Phone(904)296-0757 FAX(904)296-0748 CONSULTANTS: Geotechnical Engineering ■ Environmental Engineering ■ Construction Materials Testing Threshold Inspection Private Provider Inspection ■ Geophysical Studies OFFICES: Daytona Beach,FL - Fort Myers,FL , Fort Pierce,FL Gainesville,FL - Jacksonville,FL • Leesburg,FL - Miami,FL ■ Norcross,GA - Ocala,FL Orange City,FL Orlando,FL ■ Palm Coast,FL - Panama City,FL - Pensacola,FL ■ Rockledge,FL - Sarasota,FL v St.Augustine,FL - Tampa,FL - West Palm Beach,FL UNIVERSAL Oayt In: •Daytona Beach,FL •Fort Myers,FL ENGINEERING SCIENCES •Fort Pierce,FL •Gainesville,FL Consultants In:Geotechnical Engineering•Environmental Engineering•Construction Materials Testing• •Jacksonville,FL ED Threshold Inspection•Private Provider Inspection•Geophysical Studies •Leesburg,FL •Miami,FL •Norcross,GA •Ocala,FL A ril 15 2013 •Orlando,FL p r •Palm Coast,FL •Panama City,FL •Pensacola,FL •Rockledge,FL •Sarasota,FL Mr. Thomas Petway •St.Augustine,FL •Tampa,FL 1911 Beach Avenue •West Palm Beach,FL Atlantic Beach, FL 32233 Reference: GEOTECHNICAL EVALUATION Proposed Petway Residence Atlantic Beach, Florida UES Project No. 0930.1300033.0000 and UES Report No. 1030045 Dear Mr. Petway: Universal Engineering Sciences, Inc. has completed the geotechnical evaluation for the subject project. This report contains the results of our exploration, an engineering interpretation of these with respect to the project characteristics described to us, and recommendations to guide foundation design and installation. We appreciate the opportunity to have worked with you on this project and look forward to a continued association. Please do not hesitate to contact us if you should have any questions, or if we may further assist you as your plans proceed. Respectfully submitted, UNIVERSAL ENGINEERING SCIENCES IS/13 N(� P Stephen eaver, P.E. Senio{ e�n"real OUineer Geotechnical Services Manager E."Num r 027, * P.E. Number 37389 * � StA�Of xc [e1i� d Skinner&Assoc Architects 4+� 5561 Florida Mining Boulevard South • Jacksonville, Florida 32257 (904) 296-0757 FAX(904)296-0748 UES Project No. 0930.1300033.0000 UES Report No. 1030045 April 15, 2013 1.0 INTRODUCTION 1.1 GENERAL In this report we present the results of the subsurface exploration of the proposed residence located at 1565 Beach Avenue in Atlantic Beach, Florida. We have divided this report into the following sections: • SECTION 2.0 - SCOPE OF SERVICES • SECTION 3.0 - FINDINGS • SECTION 4.0 - DESIGN RECOMMENDATIONS • SECTION 5.0 - CONSTRUCTION RECOMMENDATIONS • SECTION 6.0 - LIMITATIONS 2.0 SCOPE OF SERVICES 2.1 PROJECT DESCRIPTION Project information has been provided to us during correspondence with Mr. Greg Thomas with Richard Skinner & Associates, Inc. We have been provided with a copy of a Site Plan for the project prepared by Richard Skinner&Associates, Inc. This plan shows the boundary limits for the property, the roadway adjacent to the site, the layout of the proposed construction, and the requested boring locations. It is our understanding that the proposed project will consist of constructing a two- story concrete block main structure, a two-story concrete block guest house, a pool and a fish pond. Detailed information with respect to structural loads is not available at this time, but we understand that the subject structure is required to be constructed on a deep foundation system. We have assumed that the maximum column and wall loads will not exceed 150 kips and 5 klf, respectively and that the maximum fill heights will not exceed two feet. Our recommendations are based upon the above considerations. If any of this information is incorrect, or if you anticipate any changes, inform Universal Engineering Sciences so that we may review our recommendations. Page 1 of 8 UES Project No. 0930.1300033.0000 UES Report No. 1030045 April 15, 2013 2.2 PURPOSE The purposes of this exploration were: • to explore the general subsurface conditions at the site; • to interpret and review the subsurface conditions with respect to the proposed construction; and • to provide geotechnical engineering recommendations for deep foundation support and installation. This report presents an evaluation of site conditions on the basis of traditional geotechnical procedures for site characterization. The recovered samples were not examined, either visually or analytically,for chemical composition or environmental hazards. Universal Engineering Sciences would be pleased to perform these services, at your request. Our exploration was confined to the zone of soil likely to be stressed by the proposed construction. Our work did not address the potential for surface expression of deep geological conditions, such as sinkhole development related to karst activity. A deep geological evaluation requires a more extensive range of field services than performed in this study. 2.3 FIELD EXPLORATION The subsurface conditions within the anticipated building location were explored with six(6)Standard Penetration Test(SPT)borings advanced to a depth of 40 feet each below the ground surface. We performed the Standard Penetration Test according to the procedures of ASTM D-1586. The borings were located by our field personnel using taped measurements from existing site features,and should be considered accurate only to the degree implied by the method used. Samples obtained from the boring were transported to our laboratory for further evaluation. Samples of the soils encountered will be held in our laboratory for your inspection for 60 days unless we are notified otherwise. Page 2 of 8 UES Project No. 0930.1300033.0000 UES Report No. 1030045 April 15, 2013 2.4 SOIL CLASSIFICATION The soil samples recovered from the soil boring were returned to our laboratory,and then a UES engineer visually examined and reviewed the field descriptions. The soils were classified in accordance with the Unified Soil Classification System (USCS). Four (4) wash 200 tests and four (4) moisture content tests were conducted in the laboratory on representative soil samples obtained from the borings. These tests were performed to aid in classifying the soils and to help quantify and correlate engineering properties. The results of the tests are presented on the Boring Logs in Appendix A. A brief description of the laboratory procedures used is also provided in Appendix A. 3.0 FINDINGS 3.1 SUBSURFACE CONDITIONS The detailed subsurface conditions are illustrated in Appendix A: Boring Logs. The classifications and descriptions shown on the logs are based upon visual characterizations of the recovered soil samples. Also, see Appendix A: Key to Boring Logs, for further explanation of the symbols and placement of data on the Boring Logs.The following discussion summarizes the soil conditions encountered. In general, the borings encountered very loose to loose fine sand (SP) in the upper 12 to 17 feet underlain by medium dense to dense fine sand (SP) to the approximate depth of 38 feet below the ground surface. Medium dense to dense fine sand with silt(SP-SM)then was encountered to the 40-foot termination depth. 3.2 GROUNDWATER We encountered the groundwater during the time of drilling at the boring location at depths varying between 12.5 and 14.3 feet below the ground surface. It should be anticipated the groundwater level will fluctuate according to seasonal climatic conditions, tidal fluctuations, surface water runoff patterns, nearby construction operations, etc. Page 3 of 8 UES Project No. 0930.1300033.0000 UES Report No. 1030045 April 15, 2013 4.0 DESIGN RECOMMENDATIONS Our geotechnical evaluation of the site and subsurface conditions with respect to the planned construction and imposed loading conditions and our recommendations for foundation design are based upon (1) our site observations, (2) the field test data obtained during our exploration, and (3) our understanding of the project information and structural conditions as presented in this report. 4.1 PILE FOUNDATION DESIGN RECOMMENDATIONS Based on the results of our field exploration and our experience with nearby projects within the vicinity, it is our opinion a deep foundation system consisting of auger- grouted piles would be a feasible method for support of the proposed structure. The results of our analysis and associated foundation engineering recommendations are presented below. 4.1.1 Compressive And Uplift Capacity The soil conditions were analyzed for a 12 and 14-inch diameter, auger-grouted, concrete pile at a depth of 30 feet below the existing grade at the time of our exploration. The following tables present the summary of the results from our analyses: Auger-Grouted Pile Pile Diameter (inches) Allowable Compressive Allowable Uplift Capacity Capacity (tons) (tons) 12 33 11 14 40 13 The pile capacities are based on the strength of the encountered soils. A factor of safety of 2 was used in our analyses. The structural integrity of the piles should be verified for the provided capacities. The grout strength should be selected based on the actual pile loads. A minimum grout strength of 4,000 psi is recommended. It should be noted that an estimated 10 feet of scour was considered in our analysis. If a different scour depth is anticipated the soil data and allowable capacities should be re-analyzed to account for scour conditions. Page 4 of 8 UES Project No. 0930.1300033.0000 UES Report No. 1030045 April 15, 2013 4.1.2 Lateral Capacity Vertically aligned deep foundations, embedded in subsurface conditions similar to those at this site, can typically support horizontal and lateral loads on the order of 5 percent of their compressive capacity without experiencing lateral deflections greater than about 'h inch. If design horizontal loads on the deep foundations exceed the allowable compressive capacity by more than 5 percent, we recommend that a detailed laterial capacity analysis be performed. If requested, we can provide an estimated fee to perform the additional lateral capacity analysis. 4.1.3 Pile Group Effects We recommend the minimum pile spacing to pile diameter ratio (S/D) be on the order of 2.5 to 3.0. Using a minimum S/D ratio on this order, we anticipate that any capacity reductions due to pile group effects should be small and therefore should be considered insignificant in the design of the foundation system. 4.1.4 Settlement With the deep foundation system properly installed to bear at the recommended depth, assuming the minimum S/D ratios are maintained as discussed above, we estimate the settlement of the piles to be within tolerable limits. The settlement estimates have been based upon the use of (1) the field test data obtained during ourgeotechnical exploration,which has been correlated to geotechnical strength and compressibility characteristics of the subsurface soils beneath the site, and (2) published theoretical and empirical methods of settlement analysis for deep foundations bearing on soils similar to those at this site. 5.0 CONSTRUCTION RECOMMENDATIONS 5.1 DEEP FOUNDATION CONSTRUCTION CONSIDERATIONS 5.1.1 Construction Techniques Auger-grouted concrete piles are formed by rotating a continuous, hollow-flight auger to the desired pile tip level followed by slow withdrawal of the auger while pumping a mortar grout under pressure through the auger. The pressure of the pumped mortar grout at the auger tip or injection point should be sufficient to (1) fill the pile shaft created by the augering process and withdrawal, (2) prevent"necking"or shaft area reductions due to lateral inward squeezing of any adjacent soft soils, and ( Page 5 of 8 tB UES Project No. 0930.1300033.0000 UES Report No. 1030045 April 15, 2013 cause an outward flow of mortar into the adjacent soils. A pressure head within the hollow auger stem equivalent to approximately 10 feet of mortar above the auger tip or injection point should be maintained to help verify that a proper mortar pressure exists at the injection point. A sudden drop in the sustained pressure head often indicates that a soft zone or void has been encountered and therefore continued mortar injection at this level should be performed until the pressure head has been re-established. Pre-augering and withdrawal of the auger before concreting may result in a reduction of the in-place shear strength characteristics of the adjacent soils and thus may require additional pile embedment upon re-augering and concreting. 5.1.2 Installation Sequence Construction of auger-grouted piles located within six pile diameters, center-to- center, should not be performed until the adjacent pile has achieved its initial set, which typically occurs approximately 24 hours after pile construction. This time delay allows the "green" cement grout in the adjacent recently constructed pile to harden and helps reduce (if not completely eliminate) the possible loss of grout into the adjacent pile during its augering process. 5.1.3 Steel Placement Due to the possibility of some uplift and/or lateral loads which could be exerted upon the piles, a certain amount of steel reinforcement may be required within the piles. After augering to the desired pile tip level, the auger can be detached above the ground surface and a single steel rebar placed to the bottom through the hollow-flight auger prior to initiating the pressure grouting of the pile. This method typically results in more properly aligned steel reinforcement with adequate concrete cover of the rebar, although the rebar is often longer than necessary. Another method of placing steel reinforcement consists of statically pushing into recently concreted piles (i.e. while the grout is still "green") the required steel reinforcement. Typically, up to approximately 15 to 20 feet of steel rebar can be placed by this method. The alignment and concrete cover of the rebar,when placed by this second method, can be more "suspect" than when using the method of steel placement through the hollow-flight auger. 5.1.4 Quality Control Since the auger-grouted concrete pile is "cast-in-place", the quality of the pile foundation is dependent upon the skill, experience, and techniques used by the foundation contractor. Since the piles are not visible or accessible for direct inspection after construction, and since problems during installation are not as evident and easily observed as with driven piles,we recommend that a geotechnical engineer or experienced engineering technician, acting under the supervision an Page 6 of 8 a] UES Project No. 0930.1300033.0000 UES Report No. 1030045 April 15, 2013 direction of the engineer, observe and monitor the auger-grouted pile installations. His duties should consist of, but not be limited to, the following: 1. Verify that the piles are augered to the design tip bearing level. 2. Monitor the auger withdrawal rate and grouting operations to help verify that a sufficient mortar grout pressure head is maintained above the injection point during construction. 3. Confirm that the grout pumping equipment is operating satisfactorily throughout the construction process. 4. Record the volume of mortar grout required to construct the pile. 5. Monitor the installation of steel reinforcement(if required)to verify that the size, length, configuration, and placement of the steel conforms to the job specifications. 5.1.5 Earthwork Considerations The fill should consist of clean fine sand with less than 5 percent soil fines. You may use fill materials with soil fines between 5 and 10 percent , but strict moisture control may be required. Place fill in uniform 10 to 12-inch loose lifts and compact each lift to a minimum density of 95 percent of the Modified Proctor maximum dry density. Typically the soils should exhibit a moisture content of within 2 percent of the Modified Proctor optimum moisture content. The pile caps should also be constructed on soil which exhibits at least 95 percent of the Modified Proctor maximum dry density within the upper one foot below the exposed surface. In addition, we recommend backfill in and around the pile cap areas and that required for site development in structural areas, be densified to at least 95 percent of the Modified Proctor maximum dry density. It is anticipated that densification of soil within the pile cap areas can best be achieved with lightweight hand-held equipment. We recommend that our firm be provided the opportunity to make a general review of thefoundation plans and the foundation construction and earthwork specifications. If necessary,we will suggest any modifications that may be required in order to verify that our recommendations have been properly interpreted and implemented. We feel that our experience with auger-grouted pile construction could be helpful in preparing specifications for the foundation construction of this project. Page 7 of 8 UES Project No. 0930.1300033.0000 UES Report No. 1030045 April 15, 2013 6.0 LIMITATIONS During the early stages of most construction projects, geotechnical issues not addressed in this report may arise. Because of the natural limitations inherent in working with the subsurface, it is not possible for a geotechnical engineer to predict and address all possible problems. An Association of Engineering Firms Practicing in the Geosciences (ASFE) publication, "Important Information About Your Geotechnical Engineering Report" appears in Appendix B, and will help explain the nature of geotechnical issues. Further, we present documents in Appendix B: Constraints and Restrictions, to bring to your attention the potential concerns and the basic limitations of a typical geotechnical report. Page 8 of 8 UNIVERSAL KEY TO BORING LOGS ENGINEERING SCIENCES SYMBOLS UNIFIED CLASSIFICATION SYSTEM SYMBOL DESCRIPTION MAJOR DIVISIONS GROUP SYMBOLS TYPICAL NAMES N No.of blows of a 140-Ib weight falling 30 weft-graded gravels and gravel-sand inches required to drive standard spoon 1 foot. CLEAN GW mixtures,Ilmeornorrnes WOR Weight of Drill Rods GRAv1 Ls GRAVELS Weed grovels and graveFsad GP mixtures,Ititaa or no fines 5016 a rrve of WOH Weight of Drill Rods and Hammer s,tem rddr d- GM Silty Brawls,gravel-sand-sill nomres %REC Percent Core Recovery from Rock Core Drilling "°°s e B GRAVELS O m WRH Clayey grevels,grawle sandclay RQD Rock Quality Designation FINES GC mom„n89 EOB End Of Boring w Well-gradod sands and gravely sails, 0)t' SW" little or no fines BT Boring Terminated 5 CLEAN �j SANDS SANDS Well-graded sands and gravelly sande, -200 Fines Content or%Passing NO.200 Sieve M-� "SPlittle or no fines ha ti-P°— Silty sands,sand sift mixtures Moisture Content N.4�— SANDS SM** WITH LL Liquid Limit FwEs SC- Clayey sands.sand-day mantes Inorganic sills,very fire sands,rock PI Plasticity Index ML flour,silty or clayey line sands K Coefficient of Permeability SILTS AND CLAYS Inorganic clays of lav to medium r;a.d rml CL plasticity,gravelly days,sandy clays, O.C. Organic Content n silly clays,lea'clan's d Organic sifts and agenic silty days of Q Estimated seasonal high groundwater level OL low plasticity, 1 Measured groundwater level at time of drilling 3 g Inorganic sifts, s a diatomaceous fineine sandsands asitia,etmllc 8 MH sifts Organic clays or high plasticiy,tet cloys 7 SIL IS AND CLAYS Chi ucod nmr Organic clays of medium to high „aCa Yia5116 OH plasticity Peat,muck and other highly organic Pf sols Based on the nnlerial passing the 0-in.(75 mm)sieve. "lJse duel symbol(such as,SP-SM and SP-SC)for soil with more than 5%but less than 12% RELATIVE DENSITY si lhrar h o.200 sieve. (sand-silt) Very Loose-Less Than 4 Blows/Ft. Loose-4 to 10 Blows/Ft. MODIFIERS Medium- 11 to 30 Blows/Ft. Dense-31 to 50 Blows/Ft. These modifiers provide our estimate of the amount of minor constituents(SILT Very Dense-More Than 50 Blows/Ft or CLAY sized particles)in the soil sample. Trace-5%or less With SILT or with CLAY-6%to 11% CONSISTENCY SILTY or CLAYEY-12%to 30% (Clay) Very SILTY or Very CLAYEY-31%to 50% Very Soft-Less than 2 Blows/Ft. These modifiers provide our estimate of the amount of organic components in Soft-2 to 4 Blows/Ft. the soil sample. Medium-5 to 8 Blows/Ft. Trace- 1%to 2% Stiff-9 to 15 Blows/Ft. Few-3%to 4% Very Stiff-16 to 30 Blows/Ft. Some-5%to 8% Hard-More Than 30 Blows/Ft. Many-Greater than 8% These modifiers provide our estimate of the amount of other components(Shell, RELATIVE HARDNESS Gravel,Etc.)in the soil sample Trace-5%or less (Limestone) Few-6%to 12% Soft-100 Blows for more than 2" Some-13%to 30% Hard-100 Blows for less than 2" Many-31%to 50% 1 APPENDIX A BORING LOCATION PLAN BORING LOGS SOILS CLASSIFICATION CHART 4aaON z 51 cr NI I o I W N � 2 ' z ' � o I i GENERAL PER>1i7F VN ,0 --d r- •' Z m z O Q I w w I o PQ Qw � Q � 1 Ia- ED Z 3 I x � = O W U I— '. .__�.... � J E O Q o M U >- m O o T w w z F-- m Q O o oLLJ ~ m o M C7 � z i I w ot� o N LLLL II Z C S r V i B A C H AVENUE 40'RIGHT OF WAy PAVED PUBLIC ROAD W Q U �11 Ni U L.L LTJ 2 Z z W U UNIVERSAL ENGINEERING SCIENCES PROJECT NO.: 0930.1300033 0000 BORING LOG REPORT NO.: 91 PAGE: A-1 PROJECT: GEOTECHNICAL EXPLORATION BORING DESIGNATION: B-1 SHEET: 'I Of 1 PETWAY RESIDENCE SECTION: TOWNSHIP: RANGE. ATLANTIC BEACH,FLORIDA CLIENT: THOMAS PETWAY G S ELEVATION(ft): DATE STARTED: 3/13/13 LOCATION SEE BORING LOCATION PLAN WATER TABLE(ft): 13.0 DATE FINISHED: 3/13/13 REMARKS: DATE OF READING: 3/13/13 DRILLED BY: DAVID EST W S W T (ft): TYPE OF SAMPLING ASTM D 1566 S S A BLOWS N Y ATTERBERG DEPTH MKpER 6" M 200 MC LIMITS ORG (BLOWS/ W T DESCRIPTION (FT! CUNT (FT) P INCREMENT FT.) BO (%) (/0) DAY) (%) E L LL PI 0 Very loose to loose gray fine SAND(SP) 1/12"-1 1 2-2-2 4 Loose to very loose light brown fine SAND(SP) 2-1-3 4 5 2-3-3 6 1-1-2 3 2-2-3 5 10— 2-3-4 7 Medium dense light brown fine SAND(SP) 15 X 4-6-8 14 0.5 13.5 Dense to very dense gray fine SAND(SP) 20 10-16-26 42 m c v N 25— 9-16.19 35 0 W z 4 0 ujU Z in 30 16.23730 53 s w a o 8 35 12.14716 30 o 0 0 Dense gray fine SAND with Silt(SP-SM) 0 it 40 15720.25 45 0 m UNIVERSAL ENGINEERING SCIENCES PROJECT NO: 09301300033.0000 91 REPORT NO.: BORING LOG - - - PAGE A-2 PROJECT: GEOTECHNICAL EXPLORATION BORING DESIGNATION: B-2 SHEET: 1 Of PETWAY RESIDENCE SECTION: TOWNSHIP: RANGE, ATLANTIC BEACH,FLORIDA CLIENT: THOMAS PETWAY G S ELEVATION(ft)- DATE STARTED: 3/13/13 LOCATION: SEE BORING LOCATION PLAN WATER TABLE(ft) 143 DATE FINISHED: 3/13/13 REMARKS: DATE OF READING: 3/13/13 DRILLED BY: DAVID EST.W S W T (ft): TYPE OF SAMPLING ASTM D 1586 S S ATTERBERG DEPTH M BLOWS N M -200 MC LIMITS K ORG. PER 6" (BLOWS/ W T DESCRIPTION u o (FT/ CO /) NT B (FT) P INCREMENT FT) O ( (/a) LL PI DAY) (%) E L 0 Very loose gray fine SAND(SP) 1-1-1 2 1-1-1 2 Loose light brown fine SAND(SP) 2-2-2 4 5 2-2-3 5 2-1-1 5 2-2-2 4 10 2-2-4 6 Loose grayish-brown fine SAND(SP) T 15 X 3-4-5 9 Dense gray fine SAND(SP) 20 10-16-20 36 m Medium dense brown fine SAND(SP) e 25 6-8-12 20 4A.. . . 2.3 z z LL z Dense gray fine SAND(SP) w z c 30 1.17-27 44 crcr W ga 8 0 35 11.16.22 38 o Dense gray fine SAND with Silt(SP-SM) 5.0 28.8 00 40 11.16.23 39 UNIVERSAL ENGINEERING SCIENCES PROJECT NO,: 0930.1300033.0000 93 BORING LOG REPORT NO,; PAGE A-3 PROJECT: GEOTECHNICAL EXPLORATION BORING DESIGNATION: B-3 SHEET: 1 Of PETWAY RESIDENCE SECTION: TOWNSHIP: RANGE: ATLANTIC BEACH,FLORIDA CLIENT: THOMAS PETWAY G S ELEVATION(ft): DATE STARTED: 3/13/13 LOCATION: SEE BORING LOCATION PLAN WATER TABLE(ft): 12.5 DATE FINISHED: 3113113 REMARKS: DATE OF READING: 3/13/13 DRILLED BY: DAVID EST.W.S W T (ft): TYPE OF SAMPLING: ASTM D 1586 S S A BLOWS N Y ATTERBERG DEPTH MM -200 MC LIMITS K ORG. (FT) P PER 6" (BLOWS/ WT DESCRIPTION (� uo (FT/ CONT L INCREMENT FT) O ) (�) DAY) (%) E L LL PI 0 Loose grayish-brown fine SAND(SP) 1-1-3 4 __ Loose brown fine SAND(SP) 2-3-4 7 3-4-3 7 5- 2-4-4 8 2-3-4 7 2-3-2 5 10 1-2-2 4 1 Medium dense light brown fine SAND(SP) 15 3-6-8 14 Dense to medium dense fine SAND(SP) 20 13719-24 43 Z a a N 25 6.11712 23 i z a Dense gray fine SAND(SP) z 0 30 13.20-23 43 w w a 35 X 9714.17 31 0 M Medium dense gray fine SAND with Silt(SP-SM) 40— 971.4716 30 PROJECT NO: 0930 1300033 0000 UNIVERSAL ENGINEERING SCIENCES 91 REPORT NO: BORING LOG - PAGE: A-4 PROJECT: GEOTECHNICAL EXPLORATION BORING DESIGNATION: B-4 SHEET: I Of I PETWAY RESIDENCE SECTION: TOWNSHIP: RANGE: ATLANTIC BEACH,FLORIDA CLIENT: THOMAS PETWAY G S ELEVATION(ft): DATE STARTED. 3/13/13 LOCATION SEE BORING LOCATION PLAN WATER TABLE(ft): 140 DATE FINISHED: 3/13113 REMARKS: DATE OF READING: 3/13/13 DRILLED BY: DAVID EST W S W T (ft) TYPE OF SAMPLINGASTM D 1566 S S ATTERBERG DEPTH M BLOWS N M -200 MC LIMITS K CRG (FT.) P PER 6" (BLOWS/ WT DESCRIPTION (FT 1 CONT DAY) (%) L INCREMENT FT) O LL PI E L 0 _ Very loose light gray fine SAND(SP) 1-1-1 2 1-1-1 2 Loose light brown fine SAND(SP) 2-2-3 5 5 2-3-3 6 3-3-4 7 1-2-4 6 10 1-3-3 6 Loose gray fine SAND(SP) 15 3-4-5 9 Dense brown fine SAND(SP) 20 X 9-17-21 38 2.3 23.7 Q Medium dense grayish-brown rine SAND(SP) 0 N 25 6-10-9 19 U w z Dense gray fine SAND(SP) U Z Uj 30 11-17-21 38 W 3 LU 0 S 35 8.15.17 32 o ; Medium dense gray fine SAND with Silt with o Shell fragments(SP-SM) E2 40 8.13.17 30 0 m UNIVERSAL ENGINEERING SCIENCES PROJECTNO.: 0930.13000330000 BORING LOG REPORT NO., 91 PAGE: A-5 PROJECT: GEOTECHNICAL EXPLORATION BORING DESIGNATION B-5 SHEET: 1 Of PETWAY RESIDENCE SECTION: TOWNSHIP RANGE ATLANTIC BEACH,FLORIDA CLIENT: THOMAS PETWAY G S.ELEVATION(ft): DATE STARTED: 3/13/13 LOCATION SEE BORING LOCATION PLAN WATER TABLE(ft): 130 DATE FINISHED: 3113/13 REMARKS: DATE OF READING: 3/13/13 DRILLED BY: DAVID EST.W S W T (ft): TYPE OF SAMPLING: ASTM D 1586 S S A BLOWS N Y ATTERBERG K ORG DEPTH M M -200 MC LIMITS (FT) P PER 6" (BLOWS/ W.T B DESCRIPTION pa oo (FT./ CONT L INCREMENT FT.) O (�) (�) DAY) I%) E L LL PI 0 Very loose light brown fine SAND(SP) WOH-1-2 3 Loose to very loose light brown fine SAND(SP) 2-2-2 5 3-3-2 5 5- 2-2-2 4 2-1-2 3 2-2-4 6 10 2-3-4 7 15 3-5-6 11 Medium dense gray fine SAND(SP) .._ Dense brown fine SAND(SP) 20 946.22 38 V it Medium dense brown fine SAND(SP) o - N 25 4-6-7 13 z w Z 7 d u Dense gray fine SAND(SP) z W 30 12-17-23 40 M 'a 35 10.14.18 32 0 m n ° I Medium dense gray fine SAND with Silt(SP-SM) 0 40 9-13-15 28 m UNIVERSAL ENGINEERING SCIENCES PROJECTNO: 093013000330000 BORING LOG ED REPORT NO: PAGE: A-6 PROJECT: GEOTECHNICAL EXPLORATION BORING DESIGNATION: B-6 SHEET: I Of 1 PETWAY RESIDENCE SECTION: TOWNSHIP: RANGE: ATLANTIC BEACH,FLORIDA CLIENT: THOMAS PETWAY G S.ELEVATION(ft) DATE STARTED: 3/13/13 LOCATION: SEE BORING LOCATION PLAN WATER TABLE(ft): 130 DATE FINISHED: 3/13/13 REMARKS: DATE OF READING. 3/13/13 DRILLED BY: DAVID EST.W S W T (ft) TYPE OF SAMPLING: ASTM D 1586 S S A BLOWS N Y ATTERBERG K ORG DEPTH M PER6" (BLOWS/ W T M DESCRIPTION 200 MC LIMITS (FT./ CONT (FT) INCREMENT FT) BO (%) (%) DAY) (%) LL PI E L Very loose grayish-brown fine SAND(SP) 1-2-1 3 Loose brown fine SAND(SP) 2-3-3 6 3-3-3 6 5 2-3-4 7 2-2-3 5 2-3-3 6 10 1-2-3 5 X Medium dense brown fine SAND(SP) 15 4-5-8 13 Dense to medium dense brown fine SAND(SP) 20 X 12-15-24 39 m `v v O y 25 7-12-14 26 z z LU z Dense to medium dense gray fine SAND(SP) U Z 0 30—M12-22-24 46 N 4 a 0 35 9.12.16 28 0 0 8 !' Medium dense gray slighty Silty fine SAND o (SP-SM) J Z 7-13-16 29 m APPENDIX B CONSTRAINTS AND RESTRICTIONS AND IMPORTANT INFORMATION ABOUT YOUR GEOTECHNICAL ENGINEERING REPORT CONSTRAINTS AND RESTRICTIONS WARRANTY Universal Engineering Sciences has prepared this report for our client for his exclusive use,in accordance with generally accepted soil and foundation engineering practices,and makes no other warranty either expressed or implied as to the professional advice provided in the report. UNANTICIPATED SOIL CONDITIONS The analysis and recommendations submitted in this report are based upon the data obtained from soil borings performed at the locations indicated on the Boring Location Plan. This report does not reflect any variations which may occur between these borings. The nature and extent of variations between borings may not become known until excavation begins. If variations appear,we may have to re-evaluate our recommendations after performing on-site observations and noting the characteristics of any variations. CHANGED CONDITIONS We recommend that the specifications for the project require that the contractor immediately notify Universal Engineering Sciences,as well as the owner,when subsurface conditions are encountered that are different from those present in this report No claim by the contractor for any conditions differing from those anticipated in the plans,specifications,and those found in this report, should be allowed unless the contractor notifies the owner and Universal Engineering Sciences of such changed conditions. Further,we recommend that all foundation work and site improvements be observed by a representative of Universal Engineering Sciences to monitor field conditions and changes,to verify design assumptions and to evaluate and recommend any appropriate modifications to this report. MISINTERPRETATION OF SOIL ENGINEERING REPORT Universal Engineering Sciences is responsible for the conclusions and opinions contained within this report based upon the data relating only to the specific project and location discussed herein If the conclusions or recommendations based upon the data presented are made by others,those conclusions or recommendations are not the responsibility of Universal Engineering Sciences. CHANGED STRUCTURE OR LOCATION This report was prepared in order to aid in the evaluation of this project and to assist the architect or engineer in the design of this project. If any changes in the design or location of the structure as outlined in this report are planned,or if any structures are included or added that are not discussed in the report,the conclusions and recommendations contained in this report shall not be considered valid unless the changes are reviewed and the conclusions modified or approved by Universal Engineering Sciences. USE OF REPORT BY BIDDERS Bidders who are examining the report prior to submission of a bid are cautioned that this report was prepared as an aid to the designers of the project and it may affect actual construction operations. Bidders are urged to make their own soil borings,test pits,test caissons or other investigations to determine those conditions that may affect construction operations. Universal Engineering Sciences cannot be responsible for any interpretations made from this report or the attached boring logs with regard to their adequacy in reflecting subsurface conditions which will affect construction operations. STRATA CHANGES Strata changes are indicated by a definite line on the boring logs which accompany this report. However,the actual change in the ground may be more gradual. Where changes occur between soil samples,the location of the change must necessarily be estimated using all available information and may not be shown at the exact depth. OBSERVATIONS DURING DRILLING Attempts are made to detect and/or identify occurrences during drilling and sampling,such as: water level,boulders,zones of lost circulation,relative ease or resistance to drilling progress,unusual sample recovery,variation of driving resistance,obstructions,etc.; however,lack of mention does not preclude their presence. WATER LEVELS Water level readings have been made in the drill holes during drilling and they indicate normally occurring conditions. Water levels may not have been stabilized at the last reading This data has been reviewed and interpretations made in this report However,it must be noted that fluctuations in the level of the groundwater may occur due to variations in rainfall,temperature,tides,and other factors not evident at the time measurements were made and reported. Since the probability of such variations is anticipated,design drawings and specifications should accommodate such possibilities and construction planning should be based upon such assumptions of variations. LOCATION OF BURIED OBJECTS All users of this report are cautioned that there was no requirement for Universal Engineering Sciences to attempt to locate any man- made buried objects during the course of this exploration and that no attempt was made by Universal Engineering Sciences to locate any such buried objects. Universal Engineering Sciences cannot be responsible for any buried man-made objects which are subsequently encountered during construction that are not discussed within the text of this report. TIME This report reflects the soil conditions at the time of investigation. If the report is not used in a reasonable amount of time,significant changes to the site may occur and additional reviews may be required- piptant Infopmation About Y GeoteChn!Cal Subsurface problems are a principal cause of construction delays, cost overruns, claims, and disputes. The following information is provided to help you manage , Geotechnical Services Are Performed for ' the function of the proposed structure, as when Specific Purposes, Persons, and Projects it's changed from a parking garage to an office building, or from a light industrial plant to a Geotechnical engineers structure their services to meet the refrigerated warehouse, specific needs of their clients. A geotechnical engineering • elevation, configuration, location, orientation, or study conducted for a civil engineer may not fulfill the needs of weight of the proposed structure, a construction contractor or even another civil engineer. • composition of the design team, or Because each geotechnical engineering study is unique, each • project ownership geotechnical engineering report is unique, prepared solely for the client. No one except you should rely on your geotechnical As a general rule, always inform your geotechnical engineer of engineering report without first conferring with the geotechni- project changes—even minor ones—and request an assess- cal engineer who prepared it.And no one-not evenyou-should ment of their impact. Geotechnical engineers cannot accept apply the report for any purpose or project except the one orig- responsibility or liability for problems that occur because their inally contemplated. reports do not consider developments of which they were not informed. Read the full report Serious problems have occurred because those relying on a Subsurface Conditions Can Change geotechnical engineering report did not read it all. Do not rely A geotechnical engineering report is based on conditions that on an executive summary. Do not read selected elements only. existed at the time the study was performed. Do not rely on a geotechnical engineering report whose adequacy may have A Geotechnical Engineering Report Is Based on been affected by: the passage of time; by man-made events, such as construction on or adjacent to the site; or by natural A Unique Set of Project-Specific factors events, such as floods, earthquakes, or groundwater fluctua- Geotechnical engineers consider a number of unique, project- tions. Always contact the geotechnical engineer before applying specific factors when establishing the scope of a study. Typical the report to determine if it is still reliable. A minor amount of factors include: the client's goals, objectives, and risk man- additional testing or analysis could prevent major problems. agement preferences; the general nature of the structure I involved, its size, and configuration; the location of the struc- Most Geotechnical f=indings Are ture on the site; and other planned or existing site improvements, such as access roads, parking lots, and under- Professional Opinions ground utilities. Unless the geotechnical engineer who Site exploration identifies subsurface conditions only at those conducted the study specifically indicates otherwise, do not points where subsurface tests are conducted or samples are i rely on a geotechnical engineering report that was: taken.Geotechnical engineers review field and laboratory data . not prepared forou, Y and then apply their professional judgment to render an opin- . not prepared for your project, ion about subsurface conditions throughout the site. Actual . not prepared for the specific site explored, or subsurface conditions may differ-sometimes significantly- . completed before important project changes were made. from those indicated in your report. Retaining the geotechnical engineer who developed your report to provide construction Typical changes that can erode the reliability of an existing observation is the most effective method of managing the igeotechnical engineering report include those that affect: risks associated with unanticipated conditions l A Reports Recommendations Are Not Final them to confer with the geotechnical engineer who prepared the report (a modest fee may be required) and/or to conduct Do not overrely on the construction recommendations included in your report. Those recommendations are not final, because additional study to obtain the specific types of information they need or prefer. A prebid conference can also be valuable. Be geotechnical engineers develop them principally from judgment sure contractors have sufficient time to perform additional and opinion. Geotechnical engineers can finalize their recom- study. Only then might you be in a position to give contractors mendations only by observing actual subsurface conditions the best information available to you, while requiring them to revealed during construction. The geotechnical engineer who at least share some of the financial responsibilities stemming developed your report cannot assume responsibility or liability from unanticipated conditions. for the report's recommendations if that engineer does not perform construction observation. Read Responsibility Provisions Closely A Geotechnical Engineering Report Is Subject Some clients, design professionals, and contractors do not recognize that geotechnical engineering is far less exact than To Misinterpretation other engineering disciplines. This lack of understanding has Other design team members' misinterpretation of geotechnical created unrealistic expectations that have led to disappoint- engineering reports has resulted in costly problems. Lower ments, claims, and disputes. To help reduce such risks, that risk by having your geotechnical engineer confer with geotechnical engineers commonly include a variety of explana- appropriate members of the design team after submitting the tory provisions in their reports. Sometimes labeled report. Also retain your geotechnical engineer to review perti- "limitations", many of the provisions indicate where geotech- nent elements of the design team's plans and specifications. nical engineers responsibilities begin and end, to help others Contractors can also misinterpret a geotechnical engineering recognize their own responsibilities and risks. Read these pro- report. Reduce that risk by having your geotechnical engineer visions closely. Ask questions.Your geotechnical engineer participate in prebid and preconstruction conferences, and by should respond fully and frankly. providing construction observation. Geoenvironmentai Concerns Are Not Covered Do Not Redraw the Engineer's Logs The equipment,techniques, and personnel used to perform a Geotechnical engineers prepare final boring and testing logs geoenvironmental study differ significantly from those used to based upon their interpretation of field logs and laboratory perform a geotechnical study. For that reason, a geotechnical data. To prevent errors or omissions, the logs included in a engineering report does not usually relate any geoenviron- geotechnical engineering report should never be redrawn for mental findings,conclusions,or recommendations;e.g., about inclusion in architectural or other design drawings. Only photo- the likelihood of encountering underground storage tanks or graphic or electronic reproduction is acceptable, but recognize regulated contaminants. Unanticipated environmental prob- that separating logs from the report can elevate risk. lems have led to numerous project failures. If you have not yet obtained your own geoenvironmental information, ask your Give Contractors a Complete geotechnical consultant for risk management guidance. Do not Report and Guidance rely on an environmental report prepared for someone else. Some owners and design professionals mistakenly believe Rely on Your Geotechnical Engineer for they can make contractors liable for unanticipated subsurface conditions by limiting what they provide for bid preparation. To Additional Assistance help prevent costly problems, give contractors the complete Membership in ASFE exposes geotechnical engineers to a wide geotechnical engineering report, but preface it with a clearly array of risk management techniques that can be of genuine written letter of transmittal. In that letter, advise contractors benefit for everyone involved with a construction project. that the report was not prepared for purposes of bid develop- Confer with your ASFE-member geotechnical engineer for more ment and that the report's accuracy is limited; encourage information. I i I E8811 ColeASF svllle Road Suite G106 Sliver Spring,MD 20910 Telephone:301-565-2733 Facsimile:301-589-2017 email:lnto®aste.org www.aste.org i Universal Engineering Sciences,Inc. GENERAL CONDITIONS SECTION 1: RESPONSIBILITIES 1.1 Universal Engineering Sciences, Inc.,heretofore referred to as the Consultant,has the responsibility for providing the services described under the Scope of Services section.The work is to be performed according to accepted standards of care and is to be completed In a timely manner. The term"Consultant"as used herein includes all of Universal Engineering Sciences, Inc's agents,employees,professional staff,and subcontractors, 1.2 The Client or a duly authorized representative is responsible for providing the Consultant with a clear understanding of the project nature and scope. The Client shall supply the Consultant with sufficient and adequate information, including, but not limited to, maps,site plans, reports, surveys and designs,to allow the Consultant to properly complete the specified services. The Client shall also communicate changes in the nature and scope of the project as soon as possible during performance of the work so that the changes can be incorporated into the work product SECTION 2: STANDARD OF CARE 2.1 Services performed by the Consultant under this Agreement are expected by the Client to be conducted in a manner consistent with the level of care and skill ordinarily exercised by members of the Consultant's profession practicing contemporaneously under similar conditions in the locality of the project. No other warranty,express or implied,is made. 2.2 The Client recognizes that subsurface conditions may vary from those observed at locations where borings, surveys, or other explorations are made, and that site conditions may change with time. Data, interpretations, and recommendations by the Consultant will be based solely on information available to the Consultant at the time of service. The Consultant is responsible for those data,interpretations,and recommendations, but will not be responsible for other parties'interpretations or use of the information developed SECTION 3: SITE ACCESS AND SITE CONDITIONS 3.1 Client will grant or obtain free access to the site for all equipment and personnel necessary for the Consultant to perform the work set forth in this Agreement. The Client will notify any and all possessors of the project site that Client has granted Consultant free access to the site The Consultant will take reasonable precautions to minimize damage to the site,but it is understood by Client that,in the normal course of work,some damage may occur,and the correction of such damage is not part of this Agreement unless so specified in the Proposal 32 The Client is responsible for the accuracy of locations for all subterranean structures and utilities. The Consultant will take reasonable precautions to avoid known subterranean structures,and the Client waives any claim against Consultant,and agrees to defend,indemnify,and hold Consultant harmless from any claim or liability for injury or loss,including costs of defense,arising from damage done to subterranean structures and utilities not identified or accurately located. In addition,Client agrees to compensate Consultant for any time spent or expenses incurred by Consultant in defense of any such claim with compensation to be based upon Consultant's prevailing fee schedule and expense reimbursement policy. SECTION 4: SAMPLE OWNERSHIP AND DISPOSAL 4 1 Soil or water samples obtained from the project during performance of the work shall remain the property of the Client. 42 The Consultant will dispose of or return to Client all remaining soils and rock samples 60 days after submission of report covering those samples. Further storage or transfer of samples can be made at Client's expense upon Client's prior written request 4.3 Samples which are contaminated by petroleum products or other chemical waste will be returned to Client for treatment or disposal,consistent with all appropriate federal,state,or local regulations. SECTION 5: BILLING AND PAYMENT 5.1 Consultant will submit invoices to Client monthly or upon completion of services. Invoices will show charges for different personnel and expense classifications. 5.2 Payment is due 30 days after presentation of invoice and is past due 31 days from invoice date. Client agrees to pay a finance charge of one and one-half percent(1 %2 h)per month,or the maximum rate allowed by law,on past due accounts. 53 If the Consultant incurs any expenses to collect overdue billings on invoices,the sums paid by the Consultant for reasonable attorneys'fees,court costs,Consultant's time,Consultant's expenses,and interest will be due and owing by the Client SECTION 6: OWNERSHIP OF DOCUMENTS 6.1 All reports, boring logs,field data,field notes, laboratory test data,calculations, estimates,and other documents prepared by the Consultant,as instruments of service,shall remain the property of the Consultant. 6.2 Client agrees that all reports and other work furnished to the Client or his agents,which are not paid for,will be returned upon demand and will not be used by the Client for any purpose. 6.3 The Consultant will retain all pertinent records relating to the services performed for a period of five years following submission of the report,during which period the records will be made available to the Client at all reasonable times. SECTION 7: DISCOVERY OF UNANTICIPATED HAZARDOUS MATERIALS 7.1 Client warrants that a reasonable effort has been made to inform Consultant of known or suspected hazardous materials on or near the project site. 7.2 Under this agreement,the term hazardous materials include hazardous materials(40 CFR 172 01),hazardous wastes(40 CFR 261.2),hazardous substances(40 CFR 300.6),petroleum products,polychlorinated biphenyls,and asbestos, 7.3 Hazardous materials may exist at a site where there is no reason to believe they could or should be present. Consultant and Client agree that the discovery of unanticipated hazardous materials constitutes a changed condition mandating a renegotiation of the scope of work. Consultant and Client also agree that the discovery of unanticipated hazardous materials may make it necessary for Consultant to take immediate measures to protect health and safety. Client agrees to compensate Consultant for any equipment decontamination or other costs incident to the discovery of unanticipated hazardous waste. 7.4 Consultant agrees to notify Client when unanticipated hazardous materials or suspected hazardous materials are encountered Client agrees to make any disclosures required by law to the appropriate governing agencies Client also agrees to hold Consultant harmless for any and all consequences of disclosures made by Consultant which are required by governing law In the event the project site is not owned by Client,Client recognizes that it is the Client's responsibility to inform the property owner of the discovery of unanticipated hazardous materials or suspected hazardous materials 7.5 Notwithstanding any other provision of the Agreement,Client waives any claim against Consultant,and to the maximum extent permitted by law, agrees to defend, indemnify, and save Consultant harmless from any claim, liability, and/or defense costs for injury or loss arising from Consultant's discovery of unanticipated hazardous materials orsuspected hazardous materials including any costs created by delay of the project and any cost associated with possible reduction of the property's value. Client will be responsible for ultimate disposal of any samples secured by the Consultant which are found to be contaminated. SECTION 8: RISK ALLOCATION 8.1 Client agrees that Consultant's liability for any damage on account of any error,ornission or other professional negligence will be limited to a sum not to exceed $50.000 or Consultant's fee,whichever is greater. Client agrees that the foregoing limits of liability extend to all of consultant's employees and professionals who perform any services for Client. If Client prefers to have higher limits on professional liability, Consultant agrees to increase the limits up to a maximum of$1,000,000 00 upon Clients'written request at the time of accepting our proposal provided that Client agrees to pay an additional consideration of four percent of the total fee, or$400.00,whichever is greater. The additional charge for the higher liability limits is because of the greater risk assumed and is not strictly a charge for additional professional liability insurance. SECTION 9: INSURANCE 9 1 The Consultant represents and warrants that it and its agents,staff and Consultants employed by it,is and are protected by workers compensation insurance and that Consultant has such coverage under public liability and property damage insurance policies which the Consultant deems to be adequate. Certificates for all such policies of insurance shall be provided to Client upon request in writing. Within the limits and conditions of such insurance, Consultant agrees to indemnify and save Client harmless from and against loss, damage, or liability arising from negligent acts by Consultant,its agents,staff, and consultants employed by it. The Consultant shall not be responsible for any loss,damage or liability beyond the amounts,limits,and conditions of such insurance or the limits described in Section 8,whichever is less. The Client agrees to defend, indemnify and save Consultant harmless for loss, damage or liability arising from acts by Client Client's agent, staff, and other consultants employed by Client. SECTION 10: DISPUTE RESOLUTION 10 1 All claims,disputes,and other matters in controversy between Consultant and Client arising out of or in any way related to this Agreement will be submitted to alternative dispute resolution (ADR) such as mediation and/or arbitration, before and as a condition precedent to other remedies provided by law 102 if a dispute at law arises related to the services provided under this Agreement and that dispute requires litigation instead of ADR as provided above,then, (a) the claim will be brought and tried in judicial jurisdiction of the court of the county where Consultant's principal place of business is located and Client waives the right to remove the action to any other county or judicial jurisdiction,and (b) The prevailing party will be entitled to recovery of all reasonable costs incurred, including staff time court costs, attorneys'fees,and other claim related expenses SECTION 11: TERMINATION 11.1 This agreement may be terminated by either party upon seven (7) days written notice in the event of substantial failure by the other party to perform in accordance with the terms hereof. Such termination shall not be effective if that substantial failure has been remedied before expiration of the period specified in the written notice In the event of termination,Consultant shall be paid for services performed to the termination notice date plus reasonable termination expenses. 11 2 In the event of termination, or suspension for more than three (3) months, prior to completion of all reports contemplated by the Agreement, Consultanes and may also performedtto the d epof notice may comlete hof termination analyses dor suspension,The expense of termination orrecords as ae necessary to complete his lsuspens on shall include allll all a repcthe ofConsultant in completing such analyses,records and reports. SECTION 12: ASSIGNS 12 1 Neither the Client nor the Consultant may delegate,assign,sublet or transfer his duties or interest in this Agreement without the written consent of the other party SECTION 13. GOVERNING LAW AND SURVIVAL 13.1 The laws of the State of Florida will govern the validity of these Terms,their interpretation and performance. 13.2 If any of the provisions contained in this Agreement are held illegal,invalid,or unenforceable,the enforceability of the remaining provisions wilt not be impaired. Limitations of liability and indemnities will survive termination of this Agreement for any cause. Rev.03/10/11 Moo— =70'7767777 CITY OF ATLANTIC BEACH 'J 800 SEMINOLE ROAD ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5814 Application Number . . . . . 13-00003425 Date 9/18/13 Property Address . . . . . . 1565 BEACH AVE Application type description RESIDENTIAL OTHER Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 ---------------------- -- --------------------------------------- ---------------------------------- Application desc CONSTRUCTION TRAILER ---------------------------------- Owner Contractor -------------------- -------------- ---------- ---- CARLTON PETWAY, THOMAS F IV & LINDSEY 1101 IIDLEWILDRAVEION INC. 1911 BEACH AVE ATLANTIC BEACH FL 32233 G(9EN COVEgSPRINGS FL 32043 ----- ------ Permit . . RESIDENTIAL ALT/OTHER Additional desc . • Plan Check Fee . 00 Permit Fee . . . . 55 . 00 0 Issue Date Valuation Expiration Date 3/17/14 --------------- ---------------- --------------------- Other Fees STATE DCA SURCHARGE 2 . 00 STATE DBPR SURCHARGE 2 . 00 _ ________ --- Fee summary Charged Paid Credited Due _ _ ---------- ----- . -- ----- ---------- - . 00 Permit Fee Total 55 . 00 55 . 00 00 . 00 Plan Check Total • 00 . 00 Other Fee Total 4 . 00 4 . 00 . 00 Grand Total 59 . 00 59 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. r� BUILDING PERMIT APPLICATION CITY OF ATLANTIC BEACH 800 Seminole Road, Atlantic Beach, FL 32233 Office(904)247-5826 Fax (904)/247-5845 Job Address: i S6S L< <4G '��;/9f�� ' t�1 ! Permit Number: Legal Description 6-1 16-2S-29E .410 Atlantic Beach Parcel# 170312-0000 • oor Area of q.F t. Valuation of Work S Proposed Work heated/cooled non-heated/cooled tezpair Class of Work(circle one): New Addition Alteration Move Demolition pool/spa window/door Use of existing/proposed structiire(s)(circle one): Commercial If an existing structure,is a fire sprinkler system installed?(Circle one): es No N/A Florida Product A proval n For multiple products use product approval form , v of work to be performed: Describe m detail the type Proven Owner Information: Thomas F.Petway, IV 8 Lindsey Petway Address: 1911 Beach Avenue _ V eine: 32233 Cit}. ATnbc eac State._Zip Phone_ E-Mail or Fax#(Optional contractor Information: CONTRACTOR EMAIL ADDRESS: maNhew@carltonconswction.net•david@carttonconstruction.nel Carlton Construction, Inc. Qualili ing A,ent: Matthew L. Carlton Company Name: Green Cove pangs State FL /.ip 32043 Address:1101 I ewl venue City Office Phone er(904 - - Job Site./Contact Numb ) 625-1947 Fax#(904)284-8308 State Certification/Registration.4 CGC1508883 — Architect Name& Phone#Richer inner ssocta1e: Engineer's Name&Phone it Lou Pontigo&Assoc(structural)Anchor Engrg of Florida civil)904)388 1259 Fee Simple Title Holder Name and Address omas etway, m sey etway, eac v., antic ea Bonding Company Name and Address Mortgage Lender Name and Address Wells Fargo Bank,One Independent Dr.,20th Flr.,Jacksonville,FL 32202 llation rior the application is ernre and I at ait warktn-illrbet the work to meet l installations f alltawst r?n luting o?tt uctioat no n tit this jurisdic ionto This permit becomesn Lull issuance of a p and void rf work is not commenced within six(6)months, or if construction or work is suspended or abandoned jot u en nod of six/6)mounts at any time after work is commenced. 1 understand that separate permits must he securedfor Electrica Work,Plumbing,Signs, I ie/N Pools, Furnaces,Boilers,Neuters, Tanks and Air Conditioners,etc WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEYBE OR ENTE RECORDING YOUR NOTICE OF COMMEN1 here b certify that 1 have read and examine is application and know the some to be true and correct. :All provisions of lmvs and ordinances governing this hgre ofYivork ivrll be complie ith xheth s cif re rein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any other federal. te.or cal • gulating construction or the performance of construction. 1 �; Signature o Owner �' Signature of Contractor Thomas F.Petway, IV Print Name Matthew.. Canton Pant Mame _ .. . .. _.......... Befoe meBcfor ¢e jr 2013 this "I3ay of 2013 this (� Day of C1 Public J� No Public t :" JANET D.LATT MY CommiSSIM#EE 115600 T D ommis"t�EE tt5600 Kevised 01.26.10 p EXPIRES:July 26.201 g r 2015 orf h. BorMad tiro Notary ai d`` gatded Thio Notary POW lhtde CITY OF ATLANTIC BEACH l 800 SEMINOLE ROAD . � ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5814 Application Number . . . 13-00003191 Date 10/09/13 Property Address . . . . . . 1565 BEACH AVE Application type description SINGLE FAMILY RESIDENCE Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 3281000 -------------------------------------------------------- Application desc NEW MAIN HOME, GUEST HOUSE,DETACHED GARAGE ----------------------------------------------------- Owner Contractor - ------------------------ ----------------------- PETWAY, THOMAS F IV & LINDSEY CARLTON CONSTRUCTION INC. 1911 BEACH AVE 1101 IDLEWILD AVE ATLANTIC BEACH FL 32233 GREEN COVE SPRINGS FL 32043 (904) 284-8321 --- Structure Information 000 000 NEW HOME GARAGE DRIVEWAY HARDSCAPE Construction Type . . . . . TYPE 5-B Occupancy Type . . . . . . RESIDENTIAL Flood Zone . . . . . . . . ZONE X -------------------------------------------------- Permit . . . . . . PLUMBING PERMIT Additional desc PLUMB NEW HOME Sub Contractor AMERICAN PLUMBING CONTRACTORS Sub Contractor UNITED ELECTRIC COMPANY OF Permit Fee . . . . 356 . 00 Plan Check Fee 00 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 4/07/14 --------------------------------------------- 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 . A reduced pressure zone backflow preventer must be installed if irrigation will be provided or if there is a private well on the property. Backflow preventer must be tested by a certified tester and a copy of the results sent to Public Utilities . 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 PERMIT ISQ9nMkKW07 �ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. CITY OF ATLANTIC BEACH I 800 SEMINOLE ROAD J w. ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5814 Page 2 Application Number . . . . . 13-00003191 Date 10/09/13 ------------------------------------------------------- Special Notes and Comments 2010 FLORIDA BUILDING CODE, 2008 NATIONAL ELECTRIC CODE A sewer cleanout must be installed at the property line . Cleanout must be covered with an RT1 concrete box with metal lid. Cleanout to be set to grade and visible. *SUBMIT "CERTIFICATE OF COMPLIANCE" BY A LICENSED PEST CONTROL COMPANY PRIOR TO C.O. WINDOW AND DOOR INSPECTION: *INSTALLATION INSTUCTIONS REQUIRED *ALL STICKERS ARE TO REMAIN ON THE WINDOWS *PROVIDE ACCESS TO ALL WINDOWS TO INSPECT FASTENERS ----------------------------- Other Fees . . STATE PLBG DCA SURCHARGE 5 . 34 STATE PLBG DBPR SURCHARGE 5 . 34 ------------------------------------------------ Fee summary Charged Paid Credited ----Due--- ----- ---------- ---------- Permit Fee Total 356 . 00 356 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Other Fee Total 10 . 68 10 . 68 . 00 . 00 Grand Total 366 . 68 366 . 68 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. Oct. 9. 2013 10:29AM AMERICAN PLBG CONT INC 743-9944 No. 112$ P. 1 PLUMBING PERMIT APPLICATION CITY OF ATLANTIC ]BEACH 800 Seminole Rd Atlantic Beach,PL 32233 Ph(904)2475826 Fax(904)247-5945 JOB ADDRESS: C edo�i Av't PERMIT# 3—319 k NEW OR REPLACEMENT INSTALLATION: Project Value$ 30t 000.'a TYPE OF FIXTURE QTY . TYPE OFFIXTURE QTY Bathtub Septic Tank&.Pit Clothes Washer _ Shower Dishwasher Shower Pan Drinking Fountain Slop Sink Floor]Drain - Three Compartment Sink Ploor Sink Toilet _ Hose Bibs �4 ' _ Urinal Kitchen Sink 3_ 'Vacuum Breakers w Laundry Tray 2- Water Connected Appliances Lavatory Water Heater 3 Other Fixtures Water Treating System �L RE-PIPE: TYPE QF,i4wvm QTY TYPE orFLYTURE QTY Bathtub _ _ Septic Tank&Pit Clothes Washer Shower Dishwasher Shower Pan Drinking Fountain SIop Sink Floor Drain Three Compartment Sink Floor Sink Toilet Hose Bibs Urinal Kitchen Sink 'Vacuum Breakers Laundry Tray __ 'Nater Connected Appliances Lavatory Water Heater Other Fixtures Water Treating System MISCELLANEOUS: D Serer Replacement D Back Flow Preventer o Grease Interceptor(Trap) gallons(Requires 3 sets of plans) 7 Lawn Sprinkler System-Number of Heads Cl Well ** SJRWD Well Completion Form. Completed form to be submitted to the Building Department for final inspection." '.i 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 tmow the same to be true and correct. All provisions of laws and ordinances governing this work will be complied with whether specified or not. The permit does not give authority to violate the provisions of any other state or local law regulation construction or the performance of construction. Property Owners Name Phone Number Plumbing Company to t' o n ��u a 14D a Phone 74 5--1(0 4Fax ylu 3�9g�19 (,.'o. Address: Z r �,r ,e l City v�11 State �k Zip S z f License bolder(Plrint): c( tate rcation/Registration 4 iv�CbS(-UI�� Notarized Signature of Licen Folder and subscribe afore s day nn KIM lA V C�—Ie— 20 13 +>h G,,�•••- • Notary Public-State o 201G • My Comm.Expires Ap Nia re of Notary ublic y' commission#EE t 1,,,�ki , Banded Through Nationalwow MP-0 Nolary Assn. €, , ! CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD J t ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5814 Application Number . . . . . 13-00003191 Date 3/13/14 Property Address . . . . . . 1565 BEACH AVE Application type description SINGLE FAMILY RESIDENCE Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 3281000 --------------------------------------------- Application desc NEW MAIN HOME, GUEST HOUSE,DETACHED GARAGE ----------------------------------------------------- ------- Owner Contractor _ ------------------------ ----------- PETWAY, THOMAS F IV & LINDSEY CARLTON CONSTRUCTION INC. 1911 BEACH AVE 1101 IDLEWILD AVE ATLANTIC BEACH FL 32233 GREEN COVE SPRINGS FL 32043 (904) 284-8321 --- Structure Information 000 000 NEW HOME GARAGE DRIVEWAY HARDSCAPE Construction Type . . . . . TYPE 5-B Occupancy Type . . . . . . RESIDENTIAL -----Flood ---- - FloodZoneZONE ------------------- -------------------------------------- Permit . . . . . . MECHANICAL HVAC PERMIT Additional desc . . Sub Contractor . . ENVIRONMENTAL A/C SERVICES, INC 00 Permit Fee . . . . 219 . 00 Plan Check Fee Issue Date . . . . Valuation . . . . 0 Expiration Date . . 9/09/14 ------------------------------------- Special Notes and Comments owes for broken meter box b-4 co 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 . A reduced pressure zone backflow preventer must be installed if irrigation will be provided or if there is a private well on the property. Backflow preventer must be tested by a certified tester and a copy of the results sent to Public Utilities . 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 PERMIT IS ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. CITY OF ATLANTIC BEACH ;+ 800 SEMINOLE ROAD ATLANTIC BEACH,FL 32233 � :rR INSPECTION PHONE LINE 247-5814 Page 2 Application Number 13-00003191 Date 3/13/14 ---------------------------------- Special Notes and Comments 2010 FLORIDA BUILDING CODE, 2008 NATIONAL ELECTRIC CODE A sewer cleanout must be installed at the property line. Cleanout must be covered with an RT1 concrete box with metal lid. Cleanout to be set to grade and visible. *SUBMIT "CERTIFICATE OF COMPLIANCE" BY A LICENSED PEST CONTROL COMPANY PRIOR TO C.O. WINDOW AND DOOR INSPECTION: *INSTALLATION INSTUCTIONS REQUIRED *ALL STICKERS ARE TO REMAIN ON THE WINDOWS *PROVIDE ACCESS TO ALL WINDOWS TO INSPECT FASTENERS ___ --------------------------------- Other Fees STATE MECH DCA SURCHARGE 3 • STATE MECH DBPR SURCHARGE 3 . 29 _ ________ ---- Fee summary Charged Paid Credited ----Due--- . 00 _ _ ---------- ----- ---------- - . 00 Permit Fee Total 219 . 00 219 . 0000 00 . 00 Plan Check Total • 00 . 00 Other Fee Total 6 . 58 6 . 58 . 00 Grand Total 225 . 58 225 . 58 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. MECHANICAL PERMIT APPLICATION CITY OF ATLANTIC BEACH 800 Seminole Rd Atlantic Beach, FL 32233 Ph(904) 47-5826 Fax(904)247-5845 / IOB ADDRESS: ye- PERMIT# PROJECT VALUE $ De ARI# REQUIRED Air Handling Equipment Only Air Handling Unit & Condenser Condenser Only MW AIR CONDITIONING & HEATING SYSTEM INSTALLATION Air Conditioning: Unit Quantity_I Tons Per Unit 414 -31 /, g- Heat: Unit Quantity BTU's Per Unit Seer Rating REQUIRED Duct Systems: Total CFM tEPLACEMENT AIR CONDITIONING & HEATING SYSTEM INSTALLATION Air Conditioning: Unit Quantity Tons Per Unit Heat: Unit Quantity BTU's Per Unit Seer RatingREQUIREDDuct Systems: Total CFM IRE 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) IRE PLACES MISCELLANEOUS: Prefabricated Fireplace Qty Automobile Lifts Gas Piping Outlets Boilers BTU's Elevators/Escalators ALL OTHER GAS PIPING Heat Exchanger Quantity of Outlets Pumps #Vented Wall Furnaces Refrigerator Condenser BTU's #Water Heaters Solar Collection Systems Tanks (gallons) Wells )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 its 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 ot. The permit does not give authority t vio to the provisions of any other state or local law regulation construction or the performance of construction. 'roperty Owners Name W Phone Number Mechanical Company J U C /GN Office Phone Fax--a29 'o. Address: 4City �l&K State FL Zip .icense Holder(Print): S S !� State Certification/Registration# �otari . ' ea /�1V/�g i t +� t. btiry iC o lorida Shirley L Graham Be re me this day C 20 My Commission FF 088990 of F� Expires 0211412018 A 0A1 ature of Notary Pu is 'S, CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5814 PLUMBING PERMIT MUST CALL BY 4PM FOR NEXT DAY INSPECTION: 247-5814 JOB INFORMATION: Job ID: 15-PLBG-604 Job Type: PLUMBING ONLY Description: upgrade from 3/4 in to 1.5 in water meter Estimated Value: Issue Date: 3/17/2015 Expiration Date: 9/13/2015 PROPERTY ADDRESS: Address: 1565 BEACH AVE RE Number: 170312-0000 PROPERTY OWNER: Name: PETWAY IV, THOMAS F & LINDSEY, Address: 1911 BEACH AVE FEES: WATER CONNECT/TAP & METER $195.00 WATER SDC-SYSTEM DEV CHG $2,656.00 Total Payments: $2,851.00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES.