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Permit 1525 1527 Beach Avenue CITY OF ATLANTIC BEACH I Ir 800 SEMINOLE ROAR ATLANTIC BEACH,FL' 32233 INSPECTION PHONE>LINE 247-5826 Application Number . . . . . 06-00034617 Date 1/24/07 Property Address . . . . . . 1525 BEACH AVE Application type description SWIMMING POOL Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 33000 ----------------------------------------- ---------- Application desc new pool ---------------------------------------------- Owner Contractor ------------------------ ------------------------ SURFSIDE POOLS 313 BEACH BLVD. JAX BEACH FL 32250 (904) 246-2666 ------------------------------------------ Permit . . . . . . BUILDING PERMIT Additional desc . . Permit Fee . . . . 195 . 00 Plan Check Fee 97.50 Issue Date . . Valuation . . . . 33000 Expiration Date . . 7/23/07 - ---------------------------------------------------- Special Notes and Comments dep letter and original plans (stamped) are filed w/ house plans 05 31419 ---------------------------------------------------------- Fee summary Charged Paid Credited Due ---------- ---------- ---------- ---------- ---------- Permit Fee Total 195 . 00 195 . 00 . 00 . 00 Plan Check Total 97 . 50 97 . 50 . 00 . 00 Grand Total 292 . 50 292 . 50 . 00 . 00 PERM T IS APPROVED ONLY 1N ACCORDANCE wnw..ALL CITY OF ATLAN nc BEACH ORDINANCES AND THE FLORIDA BUHAIN4 CODES j rLJ jj Jt' CITY OF ATLANTIC BEACH PLAN REVIEW SHEET AD. a »� Building Department Public Works&Public Utilities Departments 800 Seminole Road 1200 Sandpiper Lane Atlantic Beach,Florida 32233 Atlantic Beach,Florida 32233 zniak (904)247-5800 (904)247-5834 Public Safety (904)247-5845 Fax (904)247-5843 Fax PLAN REVIEW CONaVIENTS Permit Application## 104 - ji(( / 7 Property Addressl a Z�i: � ��f!C f/ 191/9 Applicant: �lt,e��D �O a S Project: /l i&) ;Pdtl L This permit application has been: Approved as noted b LW Department. PP y P Final application approval must come from the Building Department. E-1 Reviewed and the following items need attention: z—� �.a w1 r �, J f Please re-submit 2-copies of all a i+ ns a re-submit your revisions to the Department requesting them. Building Dept, Public Works and Utility information at top of page, failure to notify the correct department may delayyour permit from being issued. Reviewed By: Date: _ Date Contractor Notified: " " ED LJAN �U7 SY: I hereby certify thatV-1all information rovided ith this application is correct. Signature of Owner: Date: ` 5`y-) I hereby certify that I have read and examined this application and know the same to be true and correct. All provisions of the laws and ordinances governing this type of work will be complied with, whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any federal, state or local rules, regulations, ordinances, or laws in any manner, including the governing of construction or the performance of construction of the property. I understand that the issuance of this permit is contingent upon the above information being true and correct and that the plans and supporting data have been or shall be provided as required. Signature of Contractor: Date: AS TO OWNER: ` Sworn to and subscribed before me this J� day of 20C', �1, State of Florida,County of Duval \l D#DD289988 'S Signature:ejaTINA d.WIMY COMMISSIOPersonally known EXPIRES:FebruBonded Thru WesterProduced Identification Type of Identification Produced AS TO CONTRACTOR: Sworn to and subscribed before me this day of 20 State of Florida,County of Duval Notary's Signature: ❑ Personally known ❑ Produced Identification Type of Identification Produced 800 Seminole Road• Atlantic Beach,Florida 32233-5445 Phone: (904)247-5800. Fax: (904)247-5845. http://www.cLatlantic-beach.fl.us Revised 3/04 CITY OF ATLANTIC BEACH - PLAN REVIEW SHEET R Building Department Public Works&Public Utilities Departments S 800 Seminole Road 1200 Sandpiper Lane Carper Atlantic Beach,Florida 32233 Atlantic Beach,Florida 32233 D. a uzniak {904)247-5800 (904)247-5834 Public Safety (904)247-5845 Fax (904)247-5843 Fax PLAN REVIEW COMMENTS Permit Application# Property Address ��2 ,�f/9 C// 4119 Applicant: ?46 L S Project: /VM) add 1- This This perm' pplication has been- Approved Department. comeTrom the Building Department artment. Rev` II, ' -1 need attention: d C m Please re-submit 2-copies of all revisions. Please re-submit your revisions to the Department,requesting them. Building Dept, Public Works and Utility information at top of page, failure to notify the correct department may delay your permit from being issued. Reviewed By: Date: 0/ ZZ- 0'7 Date Contractor Notified: CITY OF ATLANTIC BEACH "F Sf POOL PERMIT APPLICATION s) J t'`�ifl�r I 2 Date: i �3/07 Job Address: 7qU1. Owner: LU;L2—2— '?/.4-(2 W.9-n.n. Phone: -7-59- c -2-Lt Contractor: �S`�12�5 c W R)OL.S, J c j c;Ca,4-.� C S;Ca zT,[-z77 Phone: Address: 313 6 3L L)r-> yz-y--PcA G=�- 3? sD Fax: ._2. City : �X �3 GL— . State: F" - Zip Code: 3 2-ZS-G Valuation of Proposed Construction: -33, 100 Gallons: '20 00. *Impervious Surface Calculation: 3 ?1- Swimming -Swimming pools shall not be considered as Impervious Surfaces because of their ability to retain additional rainwater, however, decking around a pool may be considered impervious depending upon materials used. Is approval of Homeowner's Association or other private entity required? A-)C) If yes, please submit with this application. In consideration of permit given for doing the work as described in the above statement,we hereby agree to perform said work in accordance with the attached plans and specifications which are a part hereof and in accordance with the City of Atlantic Beach ordinance and standards of good practice listed therein. Procedure: In order to expedite issuance of permits, please follow all steps and provide all information as appropriate: Incomplete applications may result in delay in issuance of permit. 1. Recent Survey 6(�r6Csi L S lc LEv Copy 2. Two(2)complete sets of plans. One(1) copy must be a raised seal engineering drawing. �1bd u v g 3. Recorded Notice of Commencement. N'�� 4. Tree Removal Application if trees are to be removed or relocated. k,4 R Scheduled Inspections: Requests for inspections are taken from 8:00 a.m. to 5:00 p.m. Monday through Friday at 247-5826. Requests can be scheduled after hours by leaving a message on the voice mail system. Inspections are made the following workday; please specify a.m. or p.m. inspection. When calling in an inspection please have the permit number,job location and type of inspection needed. Inspections are scheduled as follows: 1. Steel 2. Pool Electric 3. Final BUILDING CARD MUST BE POSTED OR NO INSPECTIONS WILL BE MADE. A fee of$35.00 is charged for all re-inspections. 800 Seminole Road•Atlantic Beach,Florida 32233-5445 Phone: (904)247-5800• Fax: (904)247-5845• http://www.ci.atlantic-beach.fl.us Revised 3/04 CITY OF ATLANTIC BEACH PLAN REVIEW SHEET Building Department Public Works&Public Utilities Departments ODauzniak J 0;31 ` 800 Seminole Road 1200 Sandpiper Lane r Atlantic Beach,Florida 32233 Atlantic Beach,Florida 32233 (904)247-5800 (904)247-5834 Public Safety (904)247-5845 Fax (904)247-5843 Fax PLAN REVIEW COMMENTS Permit Application# 04 . II&17 Property Address ��.� � ,Bf/9 C f� xt'/� Applicant: ?061 S Project: /V-660L7dd L- This permit application has been: Approved as noted by the Department. Final application approval must come from the Building Department. Reviewed and the following items need attention: or Please re-submit 2-copies of all revisions. Please re-submit your revisions to the Department re uestin them. Building Dept, Public Works and Utility information at top of page, failure to notify therrect department may delay your permit from being issued. 7 1 - -/ - Reviewed By: Ln= Date: Date Contractor Notified: CITY OF ATLANTIC BEACH r� ,4 t•J POOL PERMIT APPLICATION ry, #� f J Y S) J ,5ry5 Date: t /U 7 Job Address: _1 �� 9c H 7qU1E Owner: W-L - 'lP4R-wAAA Phone: -7S'1- g2t Contractor: �UIZ1=S c�r"L �yd� g 1 j c�� C: ScEy ri- -- Phone: Address: 3 13 i3�i¢ t`3L t�1� .o-tie„ CL- 32�5� Fax: City : ---';74 X 13GL-4. State: l=L Zip Code: 3 Z2-(ZS70 Valuation of Proposed Construction: 3 3, o0 Gallons: 2C O©. *Impervious Surface Calculation: 3?-1,- Swimming $"ZaSwimming pools shall not be considered as Impervious Surfaces because of their ability to retain additional rainwater, however, decking around a pool may be considered impervious depending upon materials used. Is approval of Homeowner's Association or other private entity required? Al)© If yes, please submit with this application. In consideration of permit given for doing the work as described in the above statement,we hereby agree to perform said work in accordance with the attached plans and specifications which are a part hereof and in accordance with the City of Atlantic Beach ordinance and standards of good practice listed therein. Procedure: In order to expedite issuance of permits,please follow all steps and provide all information as appropriate. Incomplete applications may result in delay in issuance of permit. 1. Recent Survey `Gi.NR'L S iF/4,L90 COPY D �` 2. Two(2)complete sets of plans. One(1)copy must be a raised seal engineering drawing. v - 3. Recorded Notice of Commencement. 196 /0vq- 4. Tree Removal Application if trees are to be removed or relocated. ;k)(,f Scheduled Inspections: Requests for inspections are taken from 8:00 a.m. to 5:00 p.m. Monday through Friday at 247-5826. Requests can be scheduled after hours by leaving a message on the voice mail system. Inspections are made the following workday; please specify a.m. or p.m. inspection. When calling in an inspection please have the permit number,job location and type of inspection needed. Inspections are scheduled as follows: 1. Steel 2. Pool Electric 3. Final BUILDING CARD MUST BE POSTED OR NO INSPECTIONS WILL BE MADE. A fee of$35.00 is charged for all re-inspections. 800 Seminole Road•Atlantic Beach,Florida 32233-5445 Phone:(904)247-5800• Fax: (904)247-5845• http://www.cLatlantic-beach.fl.us Revised 3/04 i � i r , i 644 r ; i CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 �. � INSPECTION EMAIL REQUEST: Building-deptncoab.us Application Number . . . . . 07-00001636 Date 12/06/07 Property Address . . . . . . 1525 BEACH AVE Application type description ELECTRIC ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 ------------ - --------- -- --------------- - - ---- - -- - -- --- ------ - ---- ----------- Application desc EARLY POWER FEE 05-31773 - - - ----- -- ------- ---- --- ---- --- -------------- - ----- --- -- -------------------- Owner Contractor ------------------ ------ ---- --- -- ------- -------- LARRY D. CARTER ELECTRIC INC. P.O. BOX 61765 JACKSONVILLE FL 32236 (904) 389-0846 -------------------------------------------------- -- ------- - ---------------- Permit . . . . . . ELECTRICAL PERMIT Additional desc . . Permit Fee . . . . 300 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 6/03/08 ---------------------------------------------------------- ------------------ Fee summary Charged Paid Credited Due ----------- ---- -- -- -------- ---------- - --- ------ ---------- Permit Fee Total 300 . 00 300 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 300 . 00 300 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. NOTICE OF COMMENCEMENT (PREPARE IN DUPUCKM Permit No. Tax Folio No. State of -LC(z010- County of a L To whom it may concern: The undersigned hereby Informs you that improvements will be made to certain real property, and In accordance with Section 713 of the Florida Statutes,the following Information Is stated in this NOTICE OF COMMENCEMENT. Legal description of property being improved: Address of property being improved: lam' .J .1�U� General description of improvements: s61C) L Owner . /_.I_ `R r/-A Address Owner's interest in site of the improvement Fee Simple Titleholder(if other than owner) Name Address. , Contractor,- c Address v71A=�iTUXI/C- ICA Phone No.(!:7() a Z Fax No.'ZV C/ � C.i' Surety(if any) Address Amount of bond $ Phone No. Fax No. Name and address of any person making a loan for the construction of the improvements. Name Address A Phone No. Fax No. Name of person within the State of Florida, other than himself, designated by owner upon whom notices or other documents may be served: - Name Address Phone No. Fax No. In addition to himself,owner designates the following person to receive a copy of the Lienor's Notice as provided in Section 713.06 (2) (b), Florida Statutes. (Fill in at Owner's option). Name Address Phone No. Fax No. i Expiration date of Notice of Commencement(the expiration date is one (1)year from the date of recording unless a r4tffaranl ruin ie enamfiaA%- ff CITY OF ATLANTIC BEACH ,11 800 SEMINOLE ROAD ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 05-00031581 Date 1/18/06 Property Address . . . . . . 1525 BEACH AVE Tenant nbr, name . . . . . . TREE REMOVAL Application description . . . TREE PERMIT Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 Owner Contractor ------------------------ ------------------------ ORTEGA PROPERTIES, INC . OWNER ROBB SMITH ATLANTIC BEACH FL 32233 (904) 759-9211 ---------------------------------------------------------------------------- Permit . . . . . . TREE PERMIT Additional desc . . Permit Fee . . . . . 00 Plan Check Fee . 00 Issue Date . . . . 11/04/05 Valuation . . . . 0 Expiration Date . . 5/04/06 ---------------------------------------------------------------------------- Special Notes and Comments APPROVED FOR THE REMOVAL OF 4- 8" PALMS IN THE EXTERIOR ZONE AND TWO 2 1/2 " TREES IN THE EXTERIOR ZONE TO BE MITIGATED BY 16 - 12" SABAL PALMS . THIS IS ALSO FOR 1527 BEACH AVE GARAGE AND APT Fee summary Charged Paid Credited Due - ---------------- ---------- ---------- ---------- ---------- Permit Fee Total . 00 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total . 00 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. BUILDING OFFICIAL i fJJ�. j� CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 05-00031581 Date 11/04/05 Property Address . . . . . . 1525 BEACH AVE Tenant nbr, name . . . . . TREE REMOVAL Application description . . . TREE PERMIT Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 Owner Contractor ----- ------------------- ------------------------ ORTEGA PROPERTIES, INC. OWNER ROBB SMITH ATLANTIC BEACH FL 32233 (904) 759-9211 ---------------------------------------------------------------------------- Permit . . . . TREE PERMIT Additional desc . Permit Fee . . . . . 00 Plan Check Fee . 00 Issue Date . . . . 11/04/05 Valuation . . . . 0 Expiration Date . . 5/04/06 ---------------------------------------------------------------------------- Special Notes and Comments APPROVED FOR THE REMOVAL OF 4- 8" PALMS IN THE EXTERIOR ZONE AND TWO 2 1/2" TREES IN THE EXTERIOR ZONE TO BE MITIGATED BY 16 - 12" SAFAL PALMS. Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total . 00 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total . 00 . 00 . 00 . 00 PERNIIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. BUILDING OFFICIAL 1 ri CITY OF ATLANTIC BEACH TREE REMOVAL APPLICATION All applications must be submitted with two(2)copies and received by 5:00 p.m.on the Friday ten (10)days prior to the scheduled meeting in order to be placed on the agenda. INCOMPLETE APPLICATIONS OR INACCURATELY MARKED SITES WILL NOT BE PROCESSED../ r Applicants Name: _ ( l✓+ �r� 4St c- �t i1YJ� .s,A Address: 6U�I 0�� sae Telephone Address or Legal Description Of Tree Removal Site (If legal description,list closest cross street Reason for Proposed /'(,- Tree Removal Has this site been to the Tree Board Before? (Circle) YES NO NOS_SUFE Please provide the following information: SITE PLAN/TREE SURVEY indicating: a. Existing and proposed structures. b. Location of utilities and easements as applicable. c. Location,species and size of all trees with Diameter at Breast Height(D.B.H.)of six inches or more. d. Location,species and size of all trees to be removed should be clearly marked with an"X". e. Location,species and size of all trees to be preserved on-site for replacement must be marked with brackets"[]'• I. Location,species and size of any proposed new replacement trees marked with a circle"O". g. Location,species and size of all trees to be preserved on-site with barricading at tree drip line noted. ON-SITE REQUIREMENTS: a. Barricading at tree drip line of all trees to be preserved. b. Address/legal description must be posted in a conspicuous manner on site. c. The property corners must be marked by stakes or paint indicating the lot. d. All trees identified for removal MUST BE MARKED ON-SITE BY RED/ORANGE flagging,paint or tape. e. All trees to be preserved on-site for mitigation MUST be marked with BLUE/GREEN flagging, paint or tape. 800 Seminole Road Atlantic Beach,FIL 32233-5445 Phone:(904)247-5800•Fax:(904)247.5854•www.coab.us Page 1 of 4 Revised 11104 i I YALU aacxr � aye uc�orv� �..� I - -- - ------ ----- -- - - - V I+ 771 JNP Of I , =l __•., LANDSCAPEPLAN O $ � �AIMI ORTE m- PROs rn..xr wmsc L1 LIST TREES PROPOSED FOR REMOVAL: DIAMETER OF TREES APPLICANT'S OFFICE USE SPECIES INTERIOR ZONE** EXTERIOR ZONE** COMMENTS ONLY Pa t K� LI CHOICES FOR REPLACEMENT: Choose one or a combination of the following to compensate for trees removed: 0 Plant new trees on sit b. Pay money into the Tree Fund at the current rate. 0 Protect(save)other trees that qualify and mark trees to be protected on site. d. List in the columns below by diameter inches,for your choice of mitigation or replacement trees by inches. DIAMETER OF PLANT NEW PAY INTO TREE �+ SPECIES TREE TREES FUND PROTECT W'F1Rt ( Lit tLe leck 1 HEREBY AGREE TO COMPLY WITH ALL PROVISIONS OF CHAPTER 23,ARTICLE II,TREE PROTECTION,AND ALL OTHER APPLICABLE CODES AND ORDINANCES OF ATLANTIC BEACH. Auld- If.,/Iglos Applicant's Signatu a Date Vt Owner's Signature —� Date Tree Conservation Board Chair Date (") Diameter at Breast Height(D.B.H.),is measured at 4.5 feet above grade. To accurately determine diameter,measure the trunk circumference and divide by 3.14. Diameter of multi-trunked trees is determined by adding together the diameter of each trunk as measured immediately above the forks. (") Interior Zone: Outside the 20-foot front/rear setbacks and the 7.5 feet side setbacks(see diagram on following page). Exterior Zone: Within the 20-foot front/rear setbacks and the 7.5 feet side setbacks(see diagram on following page). 800 Seminole Road•Atlantic Beach,FL 32233-5445 Phone:(904)247-5800,Fax:(904)247-5854•www.coab.us Page 2 of 4 Revised 11/04 EARLY POWER AGREEMENT & RELEASE CITY OF ATLANTIC BEACH Electric power is requested now under the conditions and terms of this fully executed Agreement&Release Job Address: j .�; .. Permit No. tS—II!0 . ()5,!)j 115 Service Type(Circle One): Overhead ndergroun We,the undersigned General Contractor and Electrician,understand and agree: 1. `Early Power" is purely for our construction convenience, it is not required by Codes and does not substitute for Final inspections or the C/O(Certificate of OccupancyT£fiat must be issued before occupancy, and as such is at the discretion of the Building Official. 2. The City of Atlantic Beach will make a special inspection prior to the early power energizing. All rough inspections must have prior Approval,including meter base connections. 3. Occupancy or use of the new construction before a formal C/O constitutes fraudulent use of the early electric service. Such action is expressly prohibited and penalized by The City of Atlantic Beach Ordinances. A violation of this Agreement shall result in a request for prompt removal of electric service after a twenty-four hour notice. 4. `Early Power"release authority is the Electrician and/or the Contractor and must not occur before: a. Equipment,devices and fixtures are installed(or blanked off)safely. b. Panel is complete with breakers and cover,and(labeling required at final inspection). c. Service connection and grounding is complete. d. The electric system has safely passed through electrical check. e. Meter can is permanently marked with address. f. Temporary address numbers displayed(Permanent numbers are required for C/O). 5.. Pay$300. administration fee, any reinspection fees and any outstanding requirements must be satisfied prior to release. 6. This fully completed form is to be submitted to the Building Department by hand,mail or fax. 7. Future such Agreements will not be accepted from those who violate any one of the above items. CONTRACTOR 7�4 U 1646 f' GD DATE I Aji—z PRINT NAME &QA—sz ELECTRICIAN -llL ��r�G DATE PRINT NAME Mow &4*' 800 Se , minole Road Atlantic Beach FL 32233 Phone:(904)247-5826 Fax:(904)247-5845 http://www.coab.us revised 11,29.06 1C/15/U5 THU 15:21 FAX 9043846265 MIDLAND DEVELOPMENT z 001 0iriega Properties, Inc. December 15`h, 2005 Via;Fax City, of Atlantic Beach Attn: Don Ford 1.200 Sandpiper Road Atlantic Beach, Florida 32223 i RE:Construction Loan for 1525 Beach Avenue Dear Mr.Ford, I have attached a copy of our Notice of Commencement.I have now completed the section of the form that references construction loans. At the time this form was completed and submitted, we had planned on the owner of the company funding all costs for construction. Since that time,we have retained The Jacksonville Bank to finance this job.The bank contact is Chuck Drayton. He can be reached at the number on the Notice of Commencement. Please feel free to call me with any questions(904.759.9211).Thank you for your help. Si9bb y, mith 1805 COPELAND STREET • JACKSONVILLE, FLORIDA 32204 • (904) 384.6260 • FAX (904) 384-6265 1G/15/u5 THU 15:21 FAX 9043846265 MIDLAND DEVELOPMENT Z002 NO'T'ICE OF COMMENCEMENT State of F 14ar•taLo- Tax Folio No. County of 1(Z>L1y-A To Whom It May Concern: The undersigned hereby informs you that improvements will be made to certain real property. and in accordaneo,'taith Section 713 or the Florida Statutes,the following information is suited in this NOTICE OF COMMENCEMENT. Legal Description of property being improved: Lot a 64C& Li l Address of property being irnprovcd: !7tle ble Gcncral description of improvements: /UGI. rla Y"Af_ Yorn-t Owner, Address:_10sW- Sf%!!to ao.,r,71/T -. 3;QOV Owner's interest in site of the improvement: Fee Simple Titleholder(if other than owner)- Name: Contractor• Ctrr.in„r)e Address- /oil ba�--- Slfr � MCF- 0 ' SEL 3�1/ Telephone No.: 9444. T-!! Fax No: 3W. PQ 616s- Surety(if any) Address: Amount of Bond S Telephone No: Fax No: Name and address of any person making a loan for the construction of the improvements Name: Address: too /R Cf`/�s Phone No; cq� -3 4)151 Fax No ryry 7Uq. all loa Name of person within the State of Florida,other than himself,designated by owner upon whom notices or other documents may be served: Name- Cabo .SP.A Addresoma Sk&r jam=,` Telephone No: x`59( 9�.// Fax No: G j4;E- In addition to himself. owner designates the following person to receive a copy of the Licnor's Notice as provided in Section 713.06(2)(b),Florida St es. (Fill in at wner's option) Name: b Address: fo .j naF 6l r;ks�,vi!/i�CL. 30.6 Telephone No: 9oN/ Fax No 909' 3YJ, 6;4J^ Expiration date of Notice of Commencement(the expiration date is one(1)year from the date of recording unless a different date is Specified): THIS SPACE FOYt RECORDER'S USE ONLY OWNER Signed: naw 101-710!r Q� Before me this � day of OcJ VwL - in the County of Duval.State b v Of Florida,has pcnionally appeared r••_kU��.w,Ja.'_c_—. _,,.r Notary Public at Large.State of Florida,County of Duval. t Z My commission expires-, Personalty Known: X or 3$ Produced Identification: TINA Flu 3• ;i MYCOMM1SSIDN/DD2tt99Qt1 EXPIRES:February 13,2W8 ah• 9ended lhru WeatAm Surety Compihr Z 'd SdBS-LbZ-V06 nH 4veeg Ds,4uetad 3o R,4z0 4402 =Z0 90 Oe ^OW PRODUCT APPROVAL INFORMATION SHEET PROJECT NAME: PARHAM RESIDENCE Permit# PROJECT ADDRESS: 1525 BEACH AVENUE ATLANTIC BEACH,FLORIDA Category/Subcategory Manufacturer Product Description Limitation of Use State# Local# A.Exterior Doors 1.Swinging Pella (411-H-747.00)Aluminum HGD-C70(75in x 82in)Configurations of 4873.4 Clad Hinged Glass Door glass conform to ASTM E1300-02. 2.Sliding 3.Sectional Clopay Building Double-skin Insulated 1)Design Pressures:+371.40 2)Approved for 3060.17 Products Company (exterior skin 24 ga,min.; use outside the High Velocity Hurricane Zone interior skin 27 ga.min.) WINDCODEO W6 Sectional Door,up to 107 wide f 4.Roliup 5.Automatic 6.Other B.Windows 1.Single Hung 2.Horizontal slider 3.Casement Pella (411-H-742.00)Aluminum C-C75(35in x 731n).Configurations of glass 4694.1 Clad Casement Window conform to ASTM E 1300-02. 4.Double Hung Pella (411-H-743.02)Aluminum Wind Zone 3,Missile Levet C,Cycle 4697.3 Clad Double Hung Window Pressure+50/-60(1143mm x 1956mm).This product conforms to ANSI/AAMA/NWWDA 101/I.S.2-97 with regard to load testing and is supported by WDMA Hallmark certified product 411-H-744 for AWS.This model was tested for cycling pursuant to ASTM E 1996- 02.Configurations of glass conform to ASTM E 1300-02. 5.Fixed 6.Awning 7.Pass-through 8.Projected i 9.Mullion 10.Wind breaker 11.Dual action 12.Other C.Panel Wall 1.Siding The Teal-Jones Group Cedar Wood Shakes and can be used in HVHZ NOA N.:01-0327.03 5117.1 Shingles Installation of products must be in strict manufacture's compliance. 2.Soffits 3.EIFS 4.Storefronts 5.Curtain Walls 6.Wall louvers 7.Glass block 8.Membrane 9.Greenhouse 10.Synthetic stucco 11.Other D.Roofing Products 1.Asphalt shingles Certainteed Architectural Asphalt Refer to current Miami-Dade NOA. 250.11 Shingles 2.Underlayments Tamko Asphalt Saturated Organic For use under discontinous roofing systems, 1481.6 Felt i.e.asphalt shingles with slopes greater than 2:12. 3.Roofing fasteners 4.Nonstructural metal roof 5.Built-up roofing 6.Modified Bitumen 7.Single ply roofing 8.Roofing tiles 9.Roofing insulation 10.Waterproofing 11.Wood shingles/shakes 12.Roofing slate 13.Liquid applied roofing 14.Cement-adhesive coats 15.Roof tile adhesive 16.Spray applied polyurethane roof 17.Other E.Shutters 1.Accordian 2.Bahama 3.Storm panels 4.Colonial 5.Roll-up 6.Equipment 7.Other F.Structural Components 1.Wood connector/anchor + CBSQ66- Simpson Strongtie Embedded Post Base 1218.8 SDS2 MSTA 24 Simpson Strongtie Strap Tie 1901.57 LUS 26 Simpson Strongtie Joist Hanger 3750.93 MTS 12 Simpson Strongtie Twist Strap 474.325 H16 Simpson Strongtie Hurricane Tie 1423.3 H 2.5 Simpson Strongtie Hurricane Tie 474.115 A 35 Simpson Strongtie Framing Anchor 474.4 LUS 210 Simpson Strongtie Joist Hanger 3750.87 LUS 210-3 Simpson Strongtie Joist Hanger 3750.89 HGUS414 Simpson Strongtie Face Mount Hangar 2361.6 MTS 20 Simpson Strongtie Twist Strap 474.328 THA426 Simpson Strongtie Adjustable Truss Hanger 1901.56 HTT16 Simpson Strongtie Top Flange Joist Hanger 1218.108 CS16 Simpson Strongtie Coiled Strap 1901A MIT Simpson Strongtie Top Flange Joist Hanger 474.308 2.Truss plates 3.Engineered Lumber Trus-Joist Parallel Strand Lumber 1630.3 4.Railing 5.Coolers-freezers 6.Concrete admixtures i 7.Material 8.Insulation forms 9.Plastics 10.Deck-roof 11.Wall 12.Sheds 13.Other G.Skylights 1.Skylight 2.Other H.New Exterior Envelope Products 1. 2. In addition to completing the above list of manufacturers,product description and State approval number for the products used on this project,it is the Contractor's or Authorized Agents responsibility to have a legible copy of each manufacturer's printed instructions,along with the list above,on the job site available to the inspector. The products listed below did not demonstrate product approval at time of plan review. I understand that before these products can be inspected,they must be submitted for review for code compliance and approved by a Plans Examiner. This form will be revised to include each new product in the categories listed above and will be highlighted to indicate the new products and required information. I Authorized Project Agent: R.Tracy Collins (Contractor or Design Professional) William Leuthold Architect,Inc. 2736 Herschel Street Jacksonville,FL 32205 ph:904.389.5456 fax: 904.389.3805 WLAI.R.TracyCaAins@comcast.net F14 LL All Q LL n !L a0 n BM& L11E: u u m u U- U 11 1 - All Ll w _ i -�- 61'8"8 ,J05:559908 WILCHRI5T ENGINEER OF RECORD TO REVIEW ALL LOG:1515 BEACH AVE. ALL BEAM AND TRU55 ENGINEERING PLAN:PARHAM RES. AND SIZE HEADERS, COLUMNS AND SERIF DESIGNER LARRY RUCKEL CAPS WHERE NECESSARY.TRUSS FABRICATOR WILL NOT BE RESPONSIBLE FOR AJS REPAIRS RESULTING FROM A TRUSS OR BEAM BEING INADEQUATELY SUPPORTED. TT 231' N vl �l EI �000� � r E ,,�nnV IOcmU �s NI JI Q) F25 U Q 94 60 3 ELEVgr-2 F24 n�,Y l jM�� ALL SEAMS SIZED 5T ENGINEER ALL BEAMS ARE BOISE CASCADE VERSA-LAM SP (� o sAPPROVAL " 1644.1 v U BM-6 2-1.15" X 111/8" LVL 9' 5M-1 2-1.15" X 111/8" LVL 1' U � HANGERS ON JOB ARE AS FOLLOWS UNLESS NOTED OTHERWISE o�m APPLICATION ART APPROVAL ' k v�v use y FLOOR JOIST MIT311M FL414.334 pA.Y ooQ� o- Uhc- c fn ALL FLOOR JOIST ARE SPACED 16" O.C_ z 9v -JOSTS ARE BOISE CASCADE ALLJO15T 9 0 0 :S APPROVAL " UU�s ?0 16455 T°vo c OvOU Lz �OmO v �VlE� Boise. BC CALC®9.1 DESIGN REPORT - US Monday,October 10,2005 09:54 Single 117/8" A.JSTM 20 MSR File Name: 55990: F11 Job Name: 55990 Description: Address: 1515 BEACH AVE. Specifier: City,State,Zip: , FL Designer: LARRY RUCKEL Customer: WILCHRIST Company: LUMBER UNLIMITED Code reports: ESR-1144 Misc: 1 CEZ 15-00-14 17-07-10 60,2-1/2" B1,3-1/2" B2,2-1/2" 432 lbs 1357 lbs 504 lbs Total Horizontal Product Length=32-08-08 General Data Load Summary Version: US Imperial ID Description Load Type Ref. Start End Type Value OCS Dur. 1 Standard Load Unf.Area Left 00-00-00 32-08-08 Live 40 psf 16" 100% Member Type: Joist Dead 10 psf 16" 90% Number of Spans: 2 Left Cantilever: No Hole Summary Right Cantilever: No ID Description Center Ref. Width Height Shape 1 07-05-00 Left 8" 8" Circular Slope: 2 21-00-00 Left 8" 8" Circular OC Spacing: 16" Repetitive: Yes Controls Summary Construction Type:Glued Control Type Value %Allowable Duration Load Case Span Location Disclosure Pos.Moment 1835 ft-lbs 41.7% 100% 16 2-Internal Neg. Moment -2230 ft-lbs 50.7% 100% 1 1 -Right The completeness and accuracy of End Reaction 493 lbs 43.1% 100% 16 2-Right the input must be verified by anyone Int. Reaction 1338 lbs 45.7% 100% 1 2-Left who would rely on the output as Cont.Shear 701 lbs 47.0% 100% 1 2-Left evidence of suitability for a Uplift 2 lbs n/a 16 1 -Left particular application. The output Hole#1 Shear 141 lbs 36.7% 43 above is based upon building Hole#2 Shear 315 lbs 82.0% 18 code-accepted design properties Total Load Defl. U904(0.232") 39.8% 16 2 and analysis methods. Installation Live Load Defl. L/1079(0.194") 44.5% 16 2 of BOISE engineered wood Total Neg. Defl. -0.055" 11.0% 16 1 products must be in accordance Max Defl. 0.232" 23.2% 16 2 with the current Installation Guide Span/Depth 17.7 n/a 2 and the applicable building codes. To obtain an Installation Guide or if Bearing Supports you have any questions,please call %Allow %Allow (800)232-0788 before beginning Name Type Dim.(L x W) Value Support Member Material BO Wall/Plate 2-1/2" product installation. x 2-1/2" 432 lbs 16.2% n/a Spruce-Pine-Fir BC CALCO,BC FRAMER@,BCI@, B1 Beam 3-1/2"x 2-1/2" 1357 lbs 17.2% n/a Versa-Lam DF BC RIM BOARD TM, BC OSB RIM B2 Wall/Plate 2-1/2"x 2-1/2" 504 lbs 19.0% n/a Spruce-Pine-Fir BOARD TM BOISE GLULAMTm, VERSA-LAM@,VERSA-RIM@, Notes VERSA-RIM PLUS@, Design meets User specified(U360)Total load deflection criteria. VERSA-STRAND'"" Design meets User specified(U480)Live load deflection criteria. VERSA-STUD@,ALLJOISTO and Design meets arbitrary(1")Maximum load deflection criteria. AJSI are trademarks of Boise Cascade Corporation. Page 1 of 1 .. M BOISE" BC CALC@ 9.1 DESIGN REPORT- US Monday,October 10,2005 09:54 Single 117/8" AJSTm 20 MSR File Name: 55990: F12 Job Name: 55990 Description: Address: 1515 BEACH AVE. Specifier: City,State,Zip: ,FL Designer: LARRY RUCKEL Customer: WILCHRIST Company: LUMBER UNLIMITED Code reports: ESR-1144 Misc: 1111 TT-ITTF711 1111111111111111111111 k, ' Z 15-00-14 17-07-10 BO,2-1/2" B1,3-1/2" B2,2-1/2" 421 lbs 1526 lbs 981 lbs Total Horizontal Product Length=32-08-08 General Data Load Summary Version: US Imperial ID Description Load Type Ref. Start End Type Value OCS Dur. 1 Standard Load Unf.Area Left 00-00-00 32-08-08 Live 40 psf 16" 100% Member Type: Joist Dead 10 psf 16" 90% Number of Spans: 2 2 F14 Conc. Pt. Left 29-05-14 29-05-14 Live 408 lbs n/a 100% Left Cantilever: No Dead 204 lbs n/a 90% Right Cantilever: No Hole Summary Slope: ID Description Center Ref. Width Height Shape OC Spacing: 16" 1 07-05-00 Left 8" 8" Circular Repetitive: Yes 2 23-00-00 Left 8.1 8" Circular Construction Type:Glued Controls Summary Disclosure Control Type Value %Allowable Duration Load Case Span Location The completeness and accuracy of Pos.Moment 2847 ft-lbs 64.7% 100% 16 2-Internal the input must be verified by anyone Neg. Moment -2722 ft-lbs 61.9% 100% 1 1 -Right who would rely on the output as End Reaction 970 lbs 84.8% 100% 16 2-Right evidence of suitability for a Int. Reaction 1507 lbs 51.4% 100% 1 2-Left particular application. The output Cont.Shear 836 lbs 56.1% 100% 1 2-Left above is based upon building Uplift 35 lbs n/a 16 1 -Left code-accepted design properties Hole#1 Shear 170 lbs 44.1% 1 and analysis methods. Installation Hole#2 Shear 343 lbs 89.3% 46 of BOISE engineered wood Total Load Defl. U599(0.35") 60.1% 16 2 products must be in accordance Live Load Defl. U767(0.274") 62.6% 16 2 with the current Installation Guide Total Neg.Defl. -0.082" 16.5% 16 1 and the applicable building codes. Max Defl. 0.35" 35.0% 16 2 To obtain an Installation Guide or if Span/Depth 17.7 n/a 2 you have any questions,please call (800)232-0788 before beginning Bearing Supports product installation. %Alow %Allow BC CALC@,BC FRAMER®, BCI(D Name Type Dim.(L x W) Value Support Member Material BC RIM BOARD TM, BC OSB RIM BO Wall/Plate 2-1/2"x 2-1/2" 421 lbs 15.8% n/a Spruce-Pine-Fir BOARDTm,BOISE GLULAMTmBI Beam 3-1/2"x 2-1/2" 1526 lbs 19.4% n/a Versa-Lam DF VERSA-LAM®,VERSA-RIM®,' B2 Wall/Plate 2-1/2"x 2-1/2" 981 lbs 36.9% n/a Spruce-Pine-Fir VERSA-RIM PLUS®, VERSA-STRAND-, Notes VERSA-STUD®,ALLJOIST@ and Design meets User specified(0360)Total load deflection criteria. AJST11 are trademarks of Design meets User specified(U480)Live load deflection criteria. Boise Cascade Corporation. Design meets arbitrary(1")Maximum load deflection criteria. Page 1 of 1 noose" BC CALC@ 9.1 DESIGN REPORT- US Monday,October 10,2005 09:54 Single 117/8" AJ STm 20 MSR File Name: 55990: F13 Job Name: 55990 Description: Address: 1515 BEACH AVE. Specifier: City,State,Zip: , FL Designer: LARRY RUCKEL Customer: WILCHRIST Company: LUMBER UNLIMITED Code reports: ESR-1144 Misc: lTFEEIFT 15-00-14 14-05-00 C91 BO,2-1/2" B1,3-1/2" 132,2-1/2- 433 lbs 1217 lbs 414 lbs Total Horizontal Product Length=29-05-14 General Data Load Summary Version: US Imperial ID Description Load Type Ref. Start End Type Value OCS Dur. 1 Standard Load Unf.Area Left 00-00-00 29-05-14 Live 40 psf 16" 100% Member Type: Joist Dead 10 psf 16" 90% Number of Spans: 2 Left Cantilever: No Hole Summary Right Cantilever: No ID Description Center Ref. Width Height Shape 1 07-05-00 Left 8" 8" Circular Slope: 2 21-00-00 Left 8" 8" Circular OC Spacing: 16" Repetitive: Yes Controls Summary Construction Type:Glued Control Type Value %Allowable Duration Load Case Span Location Pos.Moment 1341 ft-lbs; 30.5% 100% 14 1 -internal Disclosure Neg. Moment -1779 ft-lbs 40.4% 100% 18 2-Left The completeness and accuracy of End Reaction 419 lbs 36.6% 100% 14 1 -Left the input must be verified by anyone Int. Reaction 1198 lbs; 40.9% 100% 1 1 -Right who would rely on the output as Cont.Shear 607 lbs 40.7% 100% 1 1 -Right evidence of suitability fora Hole#1 Shear 137 lbs 35.6% 43 particular application. The output Hole#2 Shear 205 lbs 53-4% 18 above is based upon building Total Load Defl. U1387(0.129") 25.9% 14 1 code-accepted design properties Live Load Defl. U1643(0.109") 29.2% 14 1 and analysis methods. Installation Total Neg.Defl. -0.031" 6.1% 14 2 of BOISE engineered wood Max Defl. 0.129" 12.9% 14 1 products must be in accordance Span/Depth 15.1 n/a 1 with the current Installation Guide and the applicable building codes. Bearing Supports To obtain an Installation Guide or if %Allow %Allow you have any questions,please call (800)232-0788 before beginning Name Type Dim.(L x W) Value Support Member Material product installation. BO Wall/Plate 2-1/2"x 2-1/2" 433 lbs 16.3% n/a Spruce-Pine-Fir 131 Beam 3-1/2"x 2-1/2" 1217 lbs 15.5% n/a Versa-Lam DF BC CALCO,BC FRAMER0, BC[a, B2 Wall/Plate 2-1/2"x 2-1/2" 414 lbs 15.6% n/a Spruce-Pine-Fir BC RIM BOARD-, BC OSB RIM BOARDTm,BOISE GLULAM-1m, Notes VERSA-LAM@,VERSA-RIM@, Design meets User specified(0360)Total load deflection criteria. VERSA-RIM PLUS@, Design meets User specified(0480)Live load deflection criteria. VERSA-STRAND'v, Design meets arbitrary(1")Maximum load deflection criteria. VERSA-STUM,ALLJOIST&and AJ STm are trademarks of Boise Cascade Corporation. Page 1 of 1 BOISE- BC CALC®9.1 DESIGN REPORT - US Monday,October 10,2005 09:54 Single 117/8" AJSTm 20 MSR File Name: 55990: F14 Job Name: 55990 Description: Address: 1515 BEACH AVE. Specifier: City,State,Zip: ,FL Designer: LARRY RUCKEL Customer: WILCHRIST Company: LUMBER UNLIMITED Code reports: ESR-1144 Misc: 'z7 p 777777777 AL 80,1-1/2" 131,1-1/2" 612 lbs 603 lbs Total of Horizontal Design Spans=03-10-08 General Data Load Summary Version: US Imperial ID Description Load Type Ref. Start End Type Value OCS Dur. 1 Standard Load Unf.Area Left 00-00-00 03-10-08 Live 40 psf 24" 100% Member Type: Joist Dead 10 psf 24" 90% Number of Spans: 1 2 F13 Conc. Pt. Left 01-03-00 01-03-00 Live 276 lbs n/a 100% Left Cantilever: No Dead 138 lbs n/a 90% Right Cantilever: No 3 F13 Conc.Pt. Left 02-07-00 02-07-00 Live 276 lbs n/a 100% Dead 138 lbs n/a 90% Slope: OC Spacing: 24" Controls Summary Repetitive: Yes Control Type Value %Allowable Duration Load Case Span Location Construction Type:Glued Pos. Moment 714 ft-lbs 16.2% 100% 1 1 -Internal End Reaction 606 lbs 53.0% 100% 1 1 -Left Disclosure Total Load Deft. U3170(0.015") 11.4% 1 1 The completeness and accuracy of Live Load Deft. U4519(0.01") 10.6% 1 1 the input must be verified by anyone Max Deft. 0.015" 1.5% 1 1 who would rely on the output as Span/Depth 3.9 n/a 1 evidence of suitability for a particular application. The output Notes above is based upon building Design meets User specified(U360)Total toad deflection criteria. code-accepted design properties Design meets User specified(U480)Live load deflection criteria. and analysis methods. Installation Design meets arbitrary(1")Maximum load deflection criteria. of BOISE engineered wood Minimum bearing length for BO is 1-1/2". products must be in accordance Minimum bearing length for B1 is 1-1/2". with the current Installation Guide Entered/Displayed Horizontal Span Length(s)=Clear Span+1/2 min.end bearing+1/2 intermediate bearing and the applicable building codes. To obtain an Installation Guide or if you have any questions,please call (800)232-0788 before beginning product installation. BC CALC®,BC FRAMER®,BCI®, BC RIM BOARDTm,BC OSB RIM BOARDTm, BOISE GLULAM-, VERSA-LAM®,VERSA-RIM®, VERSA-RIM PLUS®, VERSA-STRAND^", VERSA-STUD®,ALLJOIST®and AJST"^are trademarks of Boise Cascade Corporation. Page 1 of 1 BOISEBC CALC@ 9.1 DESIGN REPORT - US Monday,October 10,2005 09:54 " Single 117/8" AJSTm 20 MSR File Name: 55990: F15 Job Name: 55990 Description: Address: 1515 BEACH AVE. Specifier: City,State,Zip: , FL Designer: LARRY RUCKEL Customer: WILCHRIST Company: LUMBER UNLIMITED Code reports: ESR-1144 Misc: I I IT= I i i I I I I I I i T_F1 I LLLi I I I I I I I I I I I I I I M Y� "J, D_40 BO,2-1/2" B1,2-1/2- 580 lbs 580 lbs Total Horizontal Product Length=17-04-14 General Data Load Summary Version: US Imperial ID Description Load Type Ref. Start End Type Value OCS Dur. 1 Standard Load Unf.Area Left 00-00-00 17-04-14 Live 40 psf 16" 100% Member Type: Joist Dead 10 psf 16" 90% Number of Spans: 1 Left Cantilever: No Hole Summary Right Cantilever: No ID Description Center Ref. Width Height Shape 1 04-02-08 Left 8" 8" Circular Slope: 2 10-07-08 Left 8- 8" Circular OC Spacing: 16" Repetitive: Yes Controls Summary Construction Type:Glued Control Type Value %Allowable Duration Load Case Span Location Pos.Moment 2441 ft-lbs 55.5% 100% 1 1 -Internal Disclosure Neg.Moment -0 ft-lbs n/a 100% 1 1 -Right The completeness and accuracy of End Reaction 569 lbs 49.7% 100% 1 1 -Right the input must be verified by anyone Hole#1 Shear 325 lbs 84.6% 44 who would rely on the output as Hole#2 Shear 197 lbs 51.2% 45 evidence of suitability for a Total Load Defl. U623(0.33") 57,8% 1 1 particular application. The output Live Load Defl. U779(0.264") 61.6% 1 1 above is based upon building Max Defl. 0,33" 33.0% 1 1 code-accepted design properties Span/Depth 17.3 n/a 1 and analysis methods. Installation of BOISE engineered wood Bearing Supports products must be in accordance %Allow %Allow with the current Installation Guide Name and the applicable building codes' Type Dim.(L x W) Value Support Member Material To obtain an Installation Guide,or if BO Wall/Plate 2-1/2"x 2-1/2" 580 lbs 21.8% n/a Spruce-Pine-Fir you have any questions, please call BI Wall/Plate 2-1/2"x 2-1/2" 580 lbs 21.8% n/a Spruce-Pine-Fir (800)232-0788 before beginning product installation. Notes Design meets User specified(L1360)Total load deflection criteria. BC CALCO,BC FRAMER®,BCI®, Design meets User specified(0480)Live load deflection criteria. BC RIM BOARDTm,BC OSB RIM Design meets arbitrary(1")Maximum load deflection criteria. BOARD-,BOISE GLULAM-, VERSA-LAM®,VERSA-RIM®, VERSA-RIM PLUS®, VERSA-STRAND TM, VERSA-STUD@,ALLJOIST@ and AJSTm are trademarks of Boise Cascade Corporation. Page 1 of 1 BOISE BC CALC®9.1 DESIGN REPORT - US Monday,October 10,2005 09:54 Single 117/8" AJSTm 20 MSR File Name: 55990: F16 Job Name: 55990 Description: Address: 1515 BEACH AVE. Specifier: City,State,Zip: ,FL Designer: LARRY RUCKEL Customer: WILCHRIST Company: LUMBER UNLIMITED Code reports: ESR-1144 Misc: 1 � B0,2-1/2" B1,2-1/2" 498 lbs 498 lbs Total Horizontal Product Length= 14-11-02 General Data Load Summary Version: US Imperial ID Description Load Type Ref. Start End Type Value OCS Dur. 1 Standard Load Unf.Area Left 00-00-00 14-11-02 Live 40 psf 16" 100% Member Type: Joist Dead 10 psf 16" 90% Number of Spans: 1 Left Cantilever: No Hole Summary Right Cantilever: No ID Description Center Ref. Width Height Shape 1 04-02-08 Left 8" 8" Circular Slope: 2 10-07-08 Left 8" 8" Circular OC Spacing: 16" Repetitive: Yes Controls Summary Construction Type:Glued Control Type Value %Allowable Duration Load Case Span Location Disclosure Pos.Moment 1785 ft-lbs 40.6% 100% 1 1 -Internal Neg.Moment -0 ft-lbs n/a 100% 45 1 -Right The completeness and accuracy of End Reaction 486 lbs 42.5% 100% 1 1 -Right the input must be verified by anyone Hole#1 Shear 247 lbs 64.3% 44 who would rely on the output as Hole#2 Shear 242 lbs 63.0% 45 evidence of suitability for a Total Load Defl. L/958(0.183") 37.6% 1 1 particular application. The output Live Load Defl. U1198(0.147") 40.1% 1 1 above is based upon building Max Defl. 0.183" 18.3% 1 1 code-accepted design properties Span/Depth 14.8 n/a 1 and analysis methods. Installation of BOISE engineered wood Bearing Supports products must be in accordance %Allow %Allow with the current Installation Guide Name Type Dim.(L x W) Value Support Member Material and the applicable building codes. o To obtain an Installation Guide or if BO Wall/Plate 2-112"x 2-1/2" 498 lbs 18.7/o n/a Spruce-Pine-Fir you have any questions,please call B1 Wall/Plate 2-1/2"x 2-1/2" 498 lbs 18.7% n/a Spruce-Pine-Fir (800)232-0788 before beginning product installation. Notes Design meets User specified(0360)Total load deflection criteria. BC CALC@,BC FRAMER@,BCI®, Design meets User specified(U480)Live load deflection criteria. BC RIM BOARD1m,BC OSB RIM Design meets arbitrary(1")Maximum load deflection criteria. BOARDTM, BOISE GLULAMT-, VERSA-LAM®,VERSA-RIM@, VERSA-RIM PLUS@, VE RSA-STRAN D Im, VERSA-STUD@,ALLJOIST@ and AJSw are trademarks of Boise Cascade Corporation. Page 1 of 1 BOISE' BC CALC@ 9.1 DESIGN REPORT- US Monday,October 10,2005 09:54 Single 11 7/8" AJSTm 20 MSR File Name: 55990: F17 Job Name: 55990 Description: Address: 1515 BEACH AVE. Specifier: City,State,Zip: ,FL Designer: LARRY RUCKEL Customer: WILCHRIST Company: LUMBER UNLIMITED Code reports: ESR-1144 Misc: 3 % 19-01-06 13-07-02 ring BO,2-1/2" B1,3-1/2" B2,2-1/2" 543 lbs 1383 lbs 385 lbs Total Horizontal Product Length=32-08-08 General Data Load Summary Version: US Imperial ID Description Load Type Ref. Start End Type Value OCS Dur. 1 Standard Load Unf.Area Left 00-00-00 32-08-08 Live 40 psf 16" 100% Member Type: Joist Dead 10 psf 16" 90% Number of Spans: 2 1 Left Cantilever: No Hole Summary Right Cantilever: No ID Description Center Ref. Width Height Shape 1 07-05-00 Left 81. 81, Circular Slope: 2 23-00-00 Left 81, 81, Circular OC Spacing: 16" Repetitive: Yes Controls Summary Construction Type:Glued Control Type Value %Allowable Duration Load Case Span Location Pos. Moment 2132 ft-lbs 48.5% 100% 14 1 -Internal Disclosure Neg.Moment -2380 ft-lbs 54.1% 100% 1 1 -Right The completeness and accuracy of End Reaction 529 lbs 46.2% 100% 14 1 -Left the input must be verified by anyone Int.Reaction 1364 lbs 46.6% 100% 1 1 -Right who would rely on the output as Cont. Shear 748 lbs 50.2% 100% 1 1 -Right evidence of suitability for a Uplift 48 lbs n/a 14 2-Right particular application. The output Hole#1 Shear 143 lbs 37.2% 44 above is based upon building Hole#2 Shear 366 lbs 95.2% 1 code-accepted design properties Total Load Deft. U734(0.31 49.0% 14 1 and analysis methods. Installation Live Load Defl. L/890(0.256") 54.0% 14 1 of BOISE engineered wood Total Neg. Defl. -0.065" 12.9% 14 2 products must be in accordance Max Defl. 0.31 31.0% 14 1 with the current Installation Guide Span/Depth 19.2 n/a 1 and the applicable building codes. To obtain an Installation Guide or if Bearing Supports you have any questions,please call %Allow %Allow (800)232-0788 before beginning Name Type Dim.(L x W) Value Support Member Material product installation. BO Wall/Plate 2-1/2"x 2-1/2" 543 lbs 20.4% n/a Spruce-Pine-Fir BC CALC@),BC FRAMER®, BCH B1 Beam 3-1/2"x 2-1/2" 1383 lbs 17.6% n/a Versa-Lam DF BC RIM BOARDTm,BC OSB RIM B2 Wall/Plate 2-1/2"x 2-1/2" 385 lbs 14.5% n/a Spruce-Pine-Fir BOARD TM,BOISE GLULAM-, VERSA-LAM®,VERSA-RIM@, Notes VERSA-RIM PLUS@, Design meets User specified(0360)Total load deflection criteria. VERSA-STRANDTm, Design meets User specified(0480)Live load deflection criteria. VERSA-STUD@,ALLJOISTa and Design meets arbitrary(1")Maximum load deflection criteria. AJSTm are trademarks of Boise Cascade Corporation. Page 1 of 1 "ISE" BC CALC®9.1 DESIGN REPORT- US Monday,October 10,2005 09:54 Single 11 7/8" AJSTm 20 MSR File Name: 55990: F18 Job Name: 55990 Description: Address: 1515 BEACH AVE. Specifier: City,State,Zip:, FL Designer: LARRY RUCKEL Customer: WILCHRIST Company: LUMBER UNLIMITED Code reports: ESR-1144 Misc: z# k t 2 B0, 1-1/2" B1, 1-1/2" 388 lbs 388 lbs Total of Horizontal Design Spans= 11-07-10 General Data Load Summary Version: US Imperial ID Description Load Type Ref. Start End Type Value OCS Dur. 1 Standard Load Unf.Area Left 00-00-00 11-07-10 Live 40 psf 16" 100% Member Type: Joist Dead 10 psf 16" 90% Number of Spans: 1 Left Cantilever: No Hole Summary Right Cantilever: No ID Description Center Ref. Width Height Shape 1 04-02-08 Left 8" 8" Circular Slope: 2 07-05-00 Left 8" 8" Circular OC Spacing: 16" Repetitive: Yes Controls Summary Construction Type:Glued Control Type Value %Allowable Duration Load Case Span Location Pos. Moment 1128 ft-lbs 25.6% 100% 1 1 -Internal Disclosure Neg. Moment -0 ft-lbs n/a 100% 44 1 -Right The completeness and accuracy of End Reaction 384 lbs 33.5% 100% 1 1 -Right the input must be verified by anyone Hole#1 Shear 148 lbs 38.5% 44 who would rely on the output as Hole#2 Shear 147 lbs 38.3% 45 evidence of suitability for a Total Load Defl. U1762(0.079") 20.4% 1 1 particular application. The output Live Load Defl. U2202(0.063") 21.8% 1 1 above is based upon building Max Defl. 0.079" 7.9% 1 1 code-accepted design properties Span/Depth 11.8 n/a 1 and analysis methods. Installation of BOISE engineered wood Notes products must be in accordance Design meets User specified(U360)Total load deflection criteria. with the current Installation Guide Design meets User specified(U480)Live load deflection criteria. and the applicable building codes. Design meets arbitrary(1")Maximum load deflection criteria. To obtain an Installation Guide or if Minimum bearing length for BO is 1-1/2". you have any questions,please call Minimum bearing length for B1 is 1-1/2". product installation.(800)232 before beginning Entered/Displayed Horizontal Span Length(s)=Clear Span+1/2 min.end bearing+ 1/2 intermediate bearing BC CALCO,BC FRAMERO, BCIO, BC RIM BOARDTm,BC OSB RIM BOARDTm,BOISE GLULAM-, VERSA-LAM@,VERSA-RIM@, VERSA-RIM PLUS@, VERSA-STRAND TM, VERSA-STUD@,ALLJOISTO and AJSTm are trademarks of Boise Cascade Corporation. Page 1 of 1 . 1111111 BOISE, BC CALC@ 9.1 DESIGN REPORT- US Monday,October 10,2005 09:54 Single 11 7/8" A.JSTm 20 MSR File Name: 55990: F19 Job Name: 55990 Description: Address: 1515 BEACH AVE. Specifier: City,State,Zip:, FL Designer: LARRY RUCKEL Customer: WILCHRIST Company: LUMBER UNLIMITED Code reports: ESR-1144 Misc: 117FT 25j 07-01-10 13-07-12 130,2-1/2" Bl,3-1/2" B2,2-1/2" 194 lbs 930 lbs 384 lbs Total Horizontal Product Length=20-09-06 General Data Load Summary Version: US Imperial ID Description Load Type Ref. Start End Type Value OCS Dur. 1 Standard Load Unf.Area Left 00-00-00 20-09-06 Live 40 psf 16" 100% Member Type: Joist Dead 10 psf 16" 90% Number of Spans: 2 Left Cantilever: No Hole Summary Right Cantilever: No ID Description Center Ref. Width Height Shape 1 04-00-00 Left 81, 81, Circular Slope: 2 13-10-00 Left 81, 8" Circular OC Spacing: 16" Repetitive: Yes Controls Summary Construction Type:Glued Control Type Value %Allowable Duration Load Case Span Location Pos. Moment 1048 ft-lbs 23.8% 100% 16 2-Internal Disclosure Neg. Moment -1140 ft-lbs 25.9% 100% 1 1 -Right The completeness and accuracy of End Reaction 372 lbs 32.6% 100% 16 2-Right the input must be verified by anyone Int. Reaction 911 lbs 31.1% 100% 1 2-Left who would rely on the output as Cont. Shear 525 lbs 35.2% 100% 1 2-Left evidence of suitability for a Uplift 99 lbs n/a 16 1 -Left particular application. The output Hole#1 Shear 187 lbs 48.6% 18 above is based upon buildingHole#2 Shear 135 lbs 35.2% 46 code-accepted design properties Total Load Defl. U1940(0.084") 18.6% 16 2 and analysis methods. Installation Live Load Defl. U2400(0.067") 20.0% 16 2 of BOISE engineered wood Total Neg.Defl. -0.011" 2.2% 16 1 products must be in accordance Max Defl. 0.084" 8.4% 16 2 with the current Installation Guide Span/Depth 13.6 n/a 2 and the applicable building codes. To obtain an Installation Guide or if Bearing Supports you have any questions,please call %Allow %Aflow (800)232-0788 before beginning product installation. Name Type Dim.(L x W) Value Support Member Material BO Wall/Plate 2-1/2"x 2-1/2" 194 lbs 7.3% n/a Spruce-Pine-Fir BC CALC@,BC FRAMER®, BCI®, Bl Beam 3-1/2"x 2-1/2" 930 lbs 11.8% n/a Versa-Lam DF BC RIM BOARDTm,BC OSB RIM B2 Wall/Plate 2-1/2"x 2-1/2" 384 lbs 14.4% n/a Spruce-Pine-Fir BOARDTm,BOISE GLULAMTm, VERSA-LAM®,VERSA-RIM®, Cautions VERSA-RIM PLUS®, Uplift of 99 lbs found at span I -Left. VERSA-STRAND TM, VERSA-STUD@,ALLJOISTO and Notes AJSw are trademarks of Design meets User specified(U360)Total load deflection criteria. Boise Cascade Corporation. Design meets User specified(L1480)Live load deflection criteria. Design meets arbitrary(1")Maximum load deflection criteria. Pagel of . M BOISE' BC CALC@ 9.1 DESIGN REPORT - US Monday,October 10,2005 09:54 Single 117/8" AJSTm 20 MSR File Name: 55990:F20 Job Name: 55990 Description: Address: 1515 BEACH AVE. Specifier: City,State,Zip: , FL Designer: LARRY RUCKEL Customer: WILCHRIST Company: LUMBER UNLIMITED Code reports: ESR-1144 Misc: .......... "N BO,2-112" B1,2-1/2" 476 lbs 476 lbs Total Horizontal Product Length= 14-03-06 General Data Load Summary Version: US Imperial ID Description Load Type Ref. Start End Type Value OCS Dur. 1 Standard Load Unf.Area Left 00-00-00 14-03-06 Live 40 psf 16" 100% Member Type: Joist Dead 10 psf 16" 90% Number of Spans: 1 Left Cantilever: No Hole Summary Right Cantilever: No ID Description Center Ref. Width Height Shape 1 04-02-08 Left 8" 8" Circular Slope: 2 10-07-08 Left 8" 81, Circular OC Spacing: 16" Repetitive: Yes Controls Summary Construction Type:Glued Control Type Value %Allowable Duration Load Case Span Location Pos.Moment 1631 ft-lbs 37.1% 100% 1 1 -Internal Disclosure Neg. Moment -0 ft-lbs n/a 100% 44 1 -Right The completeness and accuracy of End Reaction 465 lbs 40.6% 100% 1 1 -Right the input must be verified by anyone Hole#1 Shear 227 lbs 59.0% 44 who would rely on the output as Hole#2 Shear 256 lbs 66.5% 45 evidence of suitability for a Total Load Defl. L/1083(0.155") 33.2% 1 1 particular application. The output Live Load Defl. U1353(0.124") 35.5% 1 1 above is based upon building Max Defl. 0.155' 15.5% 1 1 code-accepted design properties Span/Depth 14.1 n/a 1 and analysis methods. Installation of BOISE engineered wood Bearing Supports products must be in accordance %Allow %Allow with the current Installation Guide and the applicable building codes. Name Type Dim.(L x W) Value Support Member Material To obtain an Installation Guide or if BO Wall/Plate 2-1/2"x 2-1/2" 476 lbs 17.9% n/a Spruce-Pine-Fir you have any questions,please call B1 Wall/Plate 2-1/2"x 2-1/2" 476 lbs 17.9% n/a Spruce-Pine-Fir (800)232-0788 before beginning product installation. Notes Design meets User specified(L1360)Total load deflection criteria. BC CALCa,BC FRAMER@,BCI®, Design meets User specified(U480)Live load deflection criteria. BC RIM BOARDTm,BC OSB RIM Design meets arbitrary(1")Maximum load deflection criteria. BOARDTm,BOISE GLULAMTm, VERSA-LAM@,VERSA-RIM®, VERSA-RIM PLUS®, VERSA-STRAND TM, VERSA-STUD®,ALLJOIST@ and AJST11 are trademarks of Boise Cascade Corporation. Page 1 of 1 BOISE" BC CALC®9.1 DESIGN REPORT- US Monday,October 10,2005 09:54 Single 117/8" AJSTm 20 MSR File Name: 55990:F21 Job Name: 55990 Description: Address: 1515 BEACH AVE. Specifier: City,State,Zip: , FL Designer: LARRY RUCKEL Customer: WILCHRIST Company: LUMBER UNLIMITED Code reports: ESR-1144 Misc: t 60,2-1/2" B1,2-1/2" 549 lbs 549 lbs Total Horizontal Product Length= 16-05-10 General Data Load Summary Version: US Imperial ID Description Load Type Ref. Start End Type Value OCS Dur. 1 Standard Load Unf.Area Left 00-00-00 16-05-10 Live 40 psf 16" 100% Member Type: Joist Dead 10 psf 16" 90% Number of Spans: 1 Left Cantilever: No Hole Summary Right Cantilever: No ID Description Center Ref. Width Height Shape 1 04-02-08 Left 8" 8" Circular Slope: 2 10-07-08 Left 8" 8" Circular OC Spacing: 16" Repetitive: Yes Controls Summary Construction Type:Glued Control Type Value %Allowable Duration Load Case Span Location Pos. Moment 2181 ft-lbs 49.6% 100% 1 1 -Internal Disclosure End Reaction 538 lbs 47.0% 100% 1 1 -Right The completeness and accuracy of Hole#1 Shear 296 lbs 76.9% 44 the input must be verified by anyone Hole#2 Shear 213 lbs 55.4% 45 who would rely on the output as Total Load Defl. U728(0.267') 49.4% 1 1 evidence of suitability for a Live Load Defl. 0910(0.213") 52.7% 1 1 particular application. The output Max Defl. 0.267" 26.7% 1 1 above is based upon buildingSpan/Depth 16.3 n/a 1 code-accepted design properties and analysis methods. Installation Bearing Supports of BOISE engineered wood o 0/o products must be in accordance /o Allow Allow with the current Installation Guide Name Type Dim.(L x W) Value Support Member Material and the applicable building codes. BO Wall/Plate 2-1/2"x 2-1/2" 549 lbs 20.7% n/a Spruce-Pine-Fir To obtain an Installation Guide or if 61 Wall/Plate 2-1/2"x 2-1/2" 549 lbs 20.7% n/a Spruce-Pine-Fir you have any questions, please call (800)232-0788 before beginning Notes product installation. Design meets User specified(U360)Total load deflection criteria. Design meets User specified(U480)Live load deflection criteria. BC CALC@,BC FRAMER@,BCI@), Design meets arbitrary(1")Maximum load deflection criteria. BC RIM BOARDTm,BC OSB RIM BOARDTm,BOISE GLULAM-, VERSA-LAM@),VERSA-RIM@, VERSA-RIM PLUS@, VERSA-STRAND-, VERSA-STUD@,ALLJOISTO and AJSTm are trademarks of Boise Cascade Corporation. Page 1 of 1 . M BOISE" BC CALC@ 9.1 DESIGN REPORT - US Monday,October 10,2005 09:54 1 Single 117/8" AJSTm 20 MSR File Name: 55990: F23 Job Name: 55990 Description: Address: 1515 BEACH AVE. Specifier: City,State,Zip: , FL Designer: LARRY RUCKEL Customer: WILCHRIST Company: LUMBER UNLIMITED Code reports: ESR-1144 Misc: 130,2-1/2- B1,2-1/2" 539 lbs 539 lbs Total Horizontal Product Length= 16-02-00 General Data Load Summary Version: US Imperial ID Description Load Type Ref. Start End Type Value OCS Dur. 1 Standard Load Unf.Area Left 00-00-00 16-02-00 Live 40 psf 16" 100% Member Type: Joist Dead 10 psf 16" 90% Number of Spans: 1 Left Cantilever: No Hole Summary Right Cantilever: No ID Description Center Ref. Width Height Shape 1 04-02-08 Left 8" 8" Circular Slope: 2 10-07-08 Left 8" 8" Circular OC Spacing: 16" Repetitive: Yes Controls Summary Construction Type:Glued Control Type Value %Allowable Duration Load Case Span Location Pos.Moment 2100 ft-lbs 47.7% 100% 1 1 -Internal Disclosure Neg.Moment -0 ft-lbs n/a 100% 1 1 -Right The completeness and accuracy of End Reaction 528 lbs 46.1% 100% 1 1 -Right the input must be verified by anyone Hole#1 Shear 286 lbs 74.4% 44 who would rely on the output as Hole#2 Shear 218 lbs 56.8% 45 evidence of suitability for a Total Load Defl. 0767(0.248") 46.9% 1 1 particular application. The output Live Load Defl. U959(0.199") 50.1% 1 1 above is based upon building Max Defl. 0.248" 24.8% 1 1 code-accepted design properties Span/Depth 16.0 n/a 1 and analysis methods. Installation of BOISE engineered wood Bearing Supports products must be in accordance %Allow AJIow with the current Installation Guide and the applicable building codes. Name Type Dim.(L x W) Value Support Member Material To obtain an Installation Guide or if BO Wall/Plate 2-1/2"x 2-1/2" 539 lbs 20.3% n/a Spruce-Pine-Fir you have any questions, please call B1 Wall/Plate 2-1/2"x 2-1/2" 539 lbs 203% n/a Spruce-Pine-Fir (800)232-0788 before beginning product installation. Notes Design meets User specified(U360)Total load deflection criteria. BC CALC@,BC FRAMER®,BCI®, Design meets User specified(U480)Live load deflection criteria. BC RIM BOARDTM,BC OSB RIM Design meets arbitrary(1")Maximum load deflection criteria. BOARDTm, BOISE GLULAMTm, VERSA-LAM@,VERSA-RIM®, VERSA-RIM PLUS®, VERSA-STRANDTm, VERSA-STUD®,ALLJOISTe and AJS'm are trademarks of Boise Cascade Corporation. Page 1 of 1 BOISE'. BC CALC@ 9.1 DESIGN REPORT- US Monday,October 10,2005 09:54 Single 117/8" AjSTm 20 MSR File Name: 55990:F24 Job Name: 55990 Description: Address: 1515 BEACH AVE. Specifier: City,State,Zip: ,FL Designer: LARRY RUCKEL Customer: WILCHRIST Company: LUMBER UNLIMITED Code reports: ESR-1144 Misc: AL 130,1-1/2" B1,1-1/2- 392lbs 392 lbs Total of Horizontal Design Spans=11-09-00 General Data Load Summary Version: US Imperial ID Description Load Type Ref. Start End Type Value OCS Dur. 1 Standard Load Unf.Area Left 00-00-00 11-09-00 Live 40 psf 16" 100% Member Type: Joist Dead 10 psf 16" 90% Number of Spans: 1 Left Cantilever: No Hole Summary Right Cantilever: No ID Description Center Ref. Width Height Shape 1 04-02-08 Left 8" 8" Circular Slope: 2 07-05-00 Left 8" 8" Circular OC Spacing: 16" Repetitive: Yes Controls Summary Construction Type:Glued Control Type Value %Allowable Duration Load Case Span Location Pos. Moment 1151 ft-lbs 26.1% 100% 1 1 -internal Disclosure Neg. Moment -0 ft-lbs n/a 100% 44 1 -Right The completeness and accuracy of End Reaction 388 lbs 33.9% 100% 1 1 -Right the input must be verified by anyone Hole#1 Shear 151 lbs 39.4% 44 who would rely on the output as Hole#2 Shear 145 lbs 37.8% 45 evidence of suitability for a Total Load Defl. U1718(0.082") 21.0% 1 1 particular application. The output Live Load Defl. U2147(0.066") 22.4% 1 1 above is based upon buildingMax Defl. 0.082" 8.2% 1 1 code-accepted design properties Span/Depth 11.9 n/a 1 and analysis methods. Installation of BOISE engineered wood Notes products must be in accordance Design meets User specified(0360)Total load deflection criteria. with the current Installation Guide Design meets User specified(LJ480)Live load deflection criteria. and the applicable building codes. To obtain an Installation Guide or if Design meets arbitrary(1")Maximum load deflection criteria. you have any questions,please call Minimum bearing length for BO is 1-1/2". (800)232-0788 before beginning Minimum bearing length for B1 is 1-1/2". product installation. Entered/Displayed Horizontal Span Length(s) Clear Span+1/2 min.end bearing+1/2 intermediate bearing BC CALCO,BC FRAMER@),BCI@, BC RIM BOARD ,BC OSB RIM BOARD TM,BOISE GLULAMTm, VERSA-LAM@,VERSA-RIM@, VERSA-RIM PLUS@, VERSA-STRAND-, VERSA-STUD@),ALLJOIST@ and AJSTM'are trademarks of Boise Cascade Corporation. Page 1 of 1 81011111SE, BC CALC@ 9.1 DESIGN REPORT- US Monday,October 10,2005 09:54 Single 117/8" AJSTm 20 MSR File Name: 55990: F25 Job Name: 55990 Description: Address: 1515 BEACH AVE. Specifier: City,State,Zip: , FL Designer: LARRY RUCKEL Customer: WILCHRIST Company: LUMBER UNLIMITED Code reports: ESR-1144 Misc: Q6 BO,2-112" B1,2-1/2" 549 lbs 549 lbs Total Horizontal Product Length= 16-05-10 General Data Load Summary Version: US Imperial ID Description Load Type Ref. Start End Type Value OCS Dur. 1 Standard Load Unf.Area Left 00-00-00 16-05-10 Live 40 psf 16" 100% Member Type: Joist Dead 10 psf 16" 90% Number of Spans: 1 Left Cantilever: No Hole Summary Right Cantilever: No ID Description Center Ref. Width Height Shape 1 04-02-08 Left 81, 8" Circular Slope: 2 10-07-08 Left 81, 8" Circular OC Spacing: 16" Repetitive: Yes Controls Summary Construction Type:Glued Control Type Value %Allowable Duration Load Case Span Location Disclosure Pos.Moment 2181 ft-lbs 49.6% 100% 1 1 -Internal End Reaction 538 lbs 47.0% 100% 1 1 -Right The completeness and accuracy of Hole#1 Shear 296 lbs 76.9% 44 the input must be verified by anyone Hole#2 Shear 213 lbs 55.4% 45 who would rely on the output as Total Load Defl. U728(0.267") 49.4% 1 1 evidence of suitability for a Live Load Defl. U910(0.213") 52.7% 1 1 particular application. The output Max Defl. 0.267" 26.7% 1 1 above is based upon buildingSpan/Depth 16.3 n/a 1 code-accepted design properties and analysis methods. Installation Bearing Supports of BOISE engineered wood %Allow %Allow products must be in accordance Name Type Dim.(L x W) Value Support Member Material with the current Installation Guide and the applicable building codes. BO Wall/Plate 2-1/2"x 2-1/2" 549 lbs 20.7% n/a Spruce-Pine-Fir To obtain an Installation Guide or if 131 Wall/Plate 2-1/2"x 2-1/2" 549 lbs 20.7% n/a Spruce-Pine-Fir you have any questions, please call (800)232-0788 before beginning Notes product installation. Design meets User specified(U360)Total load deflection criteria. Design meets User specified(L1480)Live load deflection criteria. BC CALC@),BC FRAMER®, BCI®, Design meets arbitrary(1")Maximum load deflection criteria. BC RIM BOARD-,BC OSB RIM BOARDTm,BOISE GLULAMTM, VERSA-LAM®,VERSA-RIM@, VERSA-RIM PLUS@, VERSA-STRAND-, VERSA-STUD@,ALLJOIST@ and AJST1,1 are trademarks of Boise Cascade Corporation. Page 1 of 1 Top Flange Hangers 1 tt+6th.��4 1Fasteners' - -- - Allowable Loads' _ Actual Model WStiff eb ' I` Dimensions-joistU IdTU Ifft DF/SP T DF/SCC Size No. Regd Ga W H B TF Top Hei dFace Joist 33) (160)r LVL PSL LSL DF/SP SPF 1-Joist' Masonry'! ITT39 5 18 29/16 91/,6 2 i 1'/a 4-10d 1 2-1 Od 2-10d x1 V2 245 285 1450 1300 1450 :1615 1200 1050 - 1 2112 2 h 9/,r LBV39 5 4 29/,. 9'/z 2/', 2'/2 4-16d 2-16d 2-1 Od x1 112 240 29.0_ 2565 2360 2035 2035 2035 1230 - C 1 ' ' ` I 9'V2 2 2'/z 2 16d 2 10d x1'iz - I 2335 1950 2335 1765- 1435 - - ITTM395'- 18 i 29/16 - - - 1 -_ --- -- - --- i - - -- y x9/z W1395 ✓ 12 2/,s - 95/,6 2 ' 3'/z 3 Titen 2 Then 2_1 0d xTYz 225 225 - - - 1545 177311.25 1 _ c ! 18 129/,6 113/s 2 1M6 4-10d 2-10d 2-10d x1'/2 245 285 1450 1300 1435.1615 '1200 1050 rz C� 2 12 2 x i 1/,/6 LBV311 25 - 14 rM6 1114 2'/e_ 2'11 4-16d 2-1_6d 2-1 Od x11/z 240 290 2565 2360 2305:2035 2035 1230 �- - W1311.25 ✓ 12 29/,e 11Y, 2 2'11 2-16d - 2-1Od x11/z - - 2335 '1950 2335 1765 1435 - 1 --- 'QITT311 5 - 18 29/16 11+ 1�'e i 4-10d 12-lOd 2-10d xl'/z 245 � 285 �1450 1300 1435 1615 �1200 1050 2'/2-29/16 LBV3115 14 2/,6111/z 2 4II 2'/z 4-t 6d 216d 2 tOtlxt'/z 240 290 2565 23602035 2035 2035 1230 - s _. ¢� x 11/z - 9 1 5 ' 2-16d - 2-1 Od x1 112 - 2335 1950 i 2335 1765 1435 - - p I/TTM311.5' ✓ 18 , 29/,6111/,6 2 3/z% 3 Then 2•Titen 2-1 Od x11/z 225 225 j - - j' - 1545 ITT311 88 18 `29/, 111 i9hs-2 1 1318 4-10d 2-10d 2-t Od x11 4 245 285 1450 1300 1435:1615 1200 1050 2'h-29116 V I x llz/e LBV311.88 - 14 29116 117/6 2'/a 21/2 4-16d 2-16d i 2-10dx11h 240 290 2565 2360 2035: 2035 2035 ' 1230 ITTM31i.88' - 18 29116 11"176 2 13�h 3 Titen +2 Titen 2-10d x11h 225225 - - - - - 1545 J t`a 21,12 29/16 ITT313 - i 18 29/,61215/16 2 1�/s I 4-10d 2-10d 2-1 Od x1 1/2 245 285 1450 1300 1435 1615 1 120071050 - M x13 LBV313 - 4 29/,6 13 2'/, 1 21/2 1 4-16d 2-16d 2-10d x11/z 240290 X2565 2360 2035 2035 12035 1230 - h 177314 - 18 29/+e 1313is 2 13/e 4-10d 2-10d 210d x1112245 285 1450 1300 1435?1615 1200 : 1050 j _I --_ -__ c I MIT314 - - 16 29/16 14 2+h 25/1 . 4-16d2-16 d ,2-1 Od x11/2 240 290 2550 j 2000 2115,t2400 1665 : 1230 C LBV314 - 14 29/+6 14 1. 2'1, 2'h 4-16d 2-16d 2-10d x11h 240 290 2565 ';2360 2035 12035' 2035 `. 1230 1' - y 2,11.29116 1 W1314 ✓ 12 23116 14 2 2r: 2.16d 2-1 Od x1 lb - 2335';1950,1 2335 ;1765 1435 - o `x 14 1314 ✓ 12 291,6 14 ; 2'11 23/16 2.16d - �2-1 Od x1 1h - '3635 ,3320, 3635, 3255. 2600 2030 HW1314 ✓ 11 29/,6 14 4 2'11 4 16d 2-10d x11h - - 5100 4000 4500 5285 3665 ; - 1U 1 ITTM314' _ 18 29/+61313!6; 2 3'h 3-Titen 2-Titen 1 2-1Od`x11/2 225 225 - - 1545 WM1314' J 12 29116 14 ;1 3 33/, 2-16dDPLX - -2.104 x1111 - - -� _5 1 - ----- t--- - - �--- - --- -- 4175 177316 - 18 ! 29/16 1515/16 2 11/3 I 4-10d 2-10d 2.104 x1/z 245 285-I 1450 1300 1435 1615 1200 1050 T - T - � 1_- 1 - - 11.._ _ _ - - l MIT316 - 16 29/,6 16 2'/z 25/16 11 4-16d 2-16d 2-1 Od x1 112 240 j 290 12550 2000 12115 2400 11665 1230 - --r- 2-16d 2-1Od x11/z 240 290 2565 2360 '2035 2035 12035 1230 - - - 1 16 2'/z 2'/z 2 16d - - - - - - ' LBV316 14 ' 29/,s 16 211 2'/z 4-t6d I ' 21/2-29/16 - - 16 d l -__.2315 2225 - 2665 1 1835 - - 81316 ✓ 1 2 29/6 4-16d 2 tOd x1/z 245 295 W131 2112 216d 2-1 Od x1 112 1 2335 1950 2335 1765 1435 - x16 WPI3616 - -✓ 12 29/,6 16 _ 2?z 11 2'116, 2.16d 2-10dx11/2 - 13635 3320 13635 3255 12600 2030 - HWI316 J 11_ 29/16, 16 4 2'/z j 4-16d - 2-1 Od x1'11 - r - j 5100 4000 4500 5285 13665 - - W10I316 ✓ 12 29/1e 16 3 31', 2 1 Ddb P XL 2-1 Od x11/z - - - -4175 MIT318 _ _._ 16 129/,6-1-8-J-21/21 2 �6I 4 16d 2 i6d 2_1Odx1'lz 240 290 12550 2000 2115 2400 1665 , 1230 t - - - ~HIT318 _ - 16 29/,6 18 3 21/3 4-16d 6-16d 2-1Od1x11/2 240_ 290 2550 .2050 2500 .3050 1950 LBV318 - 14 29116 18 2'11 2111 4 16d 2.16d !2 10d x1111 290 290 2565 '2360 2035 2035 2035 30 - 21/2-29/,6 ! 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Pages: _� Re: I` i 11 baxh �� I ❑ Urgent ❑ For Review ❑ Please Reply Notes: �--�� A-f— u.R.u) 1 -(- 0- ( tl � CITY OF ATLANTIC BEACH BUILDING /ZONING DEPARTMENT 'PLO 800 Seminole Road h / % Atlantic Beach,Florida 32233 . Doerr Q 904)247-5800 (904)247-5845 Fax www.coab.us PLAN REVIEW COMMENTS Permit Application # 05 - A-4 1 Property Address: �I�5 n�j Applicant: -TkLCArytpanL4 Project: K:f n I This permit application has een: Approved , Reviewed and the following items need attention: Please re-submit your application when these items have been completed. r s Reviewed By: � — C_ - Date: U- 30 - 0 ) Date Contractor Notified: CITY OF ATLANTIC BEACH BUILDING AND PLANNING 800 SEMINOLE ROAD ., rf x=51`7 j f� ATLANTIC BEACH,FLORIDA 32233-5445 TELEPHONE: (904) 247-5826 sr� FAX: (904) 247-5845 www.coab.us October 29, 2009 Kevin Partel Coastal Consultant 4230 Myrtle Street St. Augustine, Florida 32084 Re: Zoning and Land Use verification for proposed swimming pool and deck at residential property located at 1525 Beach Avenue (Davey residence) located within the City of Atlantic Beach Dear Mr. Partel: This letter serves to confirm that the above referenced property is zoned Residential, Single- family (RS-2) and is located within a RL (Residential, Low Density) future land use designation as established by the adopted Comprehensive Plan for the City of Atlantic Beach. Subject to all other applicable permitting requirements, present use of this property and the proposed construction of a swimming pool and pool decking is consistent with the City's Zoning and Land Development Regulations, the Comprehensive Plan, and does not contravene local setbacks and zoning codes. Please feel free to call 904-247-5826 with any further questions. Sincerely, Sonya Doerr, AICP Planning Director Michael Gr fin, CFM Building Offical wz 31 ONS LijLd o E TO C� OOL a _ )ECK ® W = a Uw z am w m0 to Q w J z � Q � D Q -io X-0.3 X-0.8 X-1.2 X-1.7 X-2.2 n D r n -0.2 X-0.8 X-1.2 X_1.8 X-2.2 \ O of Atlxn#c Beech PIs and Zonig ospaibnsel MARYPI.AMAPPIiOVA4 rn X-0,3 Appmd� PIsM. Sr� X-2.1 , 1 Plans doss Not waft is app vm toc go bs muo D of wm ts. Frost muwcuw ow w0we" plans must demom**% oomplb M vAh all applicable 1004 tlltals aw MOW Owmitft roquinnMeb. �{Id G l Deft. DRAWN CCK ;T OF THE ENGINEER'S KNOWLEDGE AND BELIEF, CHECKED _ DESIGN PLANS AND SPECIFICATIONS ARE IN CCK DATE WITH THE STANDARDS ESTABLISHED IN 09/10/2009 B-33.007, FLORIDA ADMINISTRATIVE CODE. SCALE _ DESIGN PLANS AND SPECIFICATIONS ARE IN 1" = 20'-0" WITH THE STANDARDS AND GUIDELINES JOB NO. D IN CHAPTER 12.9.4 AND CHAPTER 13.5.3 OF E09-036 ;OASTAL CONSTRUCTION MANUAL AND APPENDIX L SHEET 4A 55, COASTAL CONSTUCTION MANUAL. -!AS BEEN DESIGNED NOT TO INCREASE THE RISK OF ADJACENT DWELLINGS DURING A COASTAL NT AS REQUIRED BY FAC 62B-33.007(5)(m)(n) 55, CHAPTER 12.9.4. SHEET 1 OF 2 s ) FILE - I EAST BOUNDAR 1 gig PER PLAT i EXISTING 2' NAIL TO IRON �m CONCRETE 200.00' (PLAT) 21-I- i I N STEPS OT 21 AR 1 4TWOUD FENCE )y5 — 14gx KT5.3 --72.sx 1 9 12.O1i 17.6x18.0tl�,l". �ySW �1O', 12.8" 1 (' f,, 39 9 i ` . • J7 , 2.1=i I, IN1A81 STORY FRAME PROPOSED 3' a l fESIDENCE y` `POOL l0 1525' /"/____, f r f r ';.RSya�'I PoOOL I ,2.s1I I�'1111.5160R ELEVATIO� 21 -PROPOSED am 2DECK o { co 15 13 k10. 9.0 . i1 II 12.',� 11.5• 81 -- X7.6' SWALE 1 i —.-12s� / - _ A/C.PADsL—. — — t� — .. 14.7x rzixl ^Z 11 1.4X1.4 CONCRETE COLUMNS . 4' WOOD FENCE FOUND 1/2' REBAR 24,j1 "X10. X1 •1 kg•8 k9.3 WITH 2' CONCRETE WALL & 2'1 i NOT LEGIBLE �1 ""DOD FE"` RELOCATED 11 o ;m EXISTING -8" I I EXCAVATED I j ;o CONCRETE 'E OF NEW POOL i Imp m!$ FILL 1 1f 11 ;c .1 1 �Wii in O>�11 iz _8 Im io I 2x11 I� OF NEW POOL DECK ' 1 1 ro �p A 11 �Z _012 I h-' g II I r'1 OF RELOCATED FILL LEGAL DESCRIPTION LOT 2, BLOCK 62, ATLANTIC B1 PAGE 64 OF THE CURRENT FLORIDA. TOGETHER WITH THOS � N OF SAID LOT 2, TO THE EROSI( NORTH BY AN EASTERLY PROLI 0 LOT 2 AND BOUND ON THE S Z OF THE SOUTH LINE OF SAID L NOTICE: LOT 2, BLOCK 62, A' PLAT BOOK 5, PAGE 64 HAS E BLOCK 62, ATLANTIC BEACH C, TERMINAL AS RECORDED IN PL, CURRENT PUBLIC RECORDS OF KEVIN PARTEL COASTAL CONSULTANT 4230 MYRTLE STREET ST. AUGUSTINE, FL 32084 City of Atlantic Beach Building Department Mr. Michael Griffin 800 Seminole Road Atlantic Beach, FL 32233 October 19, 2009 REQUEST FOR LETTER OF LOCAL APPROVAL FO DEP APPLICATION DAVEY RESIDENCE @ 1525 BEACH VENUE Dear Mike, Enclosed is a copy of a site plan and cross-section for the roposed in-ground swimming pool with the layout of the pool deck. The Davey's are req st' g permission to construct the pool on the east side of the home, in the front yard i ediately seaward of the dwelling. There will be an average setback from the bulkhe f approximately 50-feet or so, eliminating any impacts to it or the beach/dune system. Please pass this on to Sonya for her blessing as well. If everything is acceptable, please provide me with a copy of the local approval for the DEP application. Should you have any questions please feel free to call or fax (829-0851). As always, I greatly appreciate all of your help. Very truly yours, Kevin Partel 0C4D0001 CITY OF ATLANTIC BEACH 11/29/05 Application Tracking Step Selection 08 : 37: 23 Application number . . . . : 05 00031419 Address . . . . . . . . . . : 1525 BEACH AVE RE number . . . . . . . . . . - - - Application type . . . . SINGLE FAMILY RESIDENCE NCR OLD ACCOUNT NUMBERS . . . Tenant name, number . . . . NEW SINGLE FAMILY RES Type options, press Enter. 2=Change 4=Delete 5=View 6=Fast log 8 Action log maintenance 9=In/out maint Path --- Rey Dates --- -- Action Summary - Opt Agency description Rev Step Req In Est Cpl Laste B _ PLANNING A 01 Y 10/13/05 10/18/05 11/28/05 APp SD PUBLIC UTILITIES A 01 Y 10/14/05 10/18/05 10/24/05 APN LS PUBLIC WORKS A 01 Y 10/14/05 10/18/05 11/03/05 APN LS BUILDING A 02 Y 11/28/05 12/02/05 F3=Exit F5=Land inquiry F6 Add F7=Revisions F8 Misc info inquiry Bottom F10=View 3 F12=Cancel F14=Action log inquiry F24=More keys III. Energy Code Information: RESIDENTIAL CHECKLIST FOR ONE&TWO FAMILY DWELLINGS L Is the current energy code form completed properly and signed; ✓ comet climate zone and correct jurisdiction? (FBC 13-60(1) Yes No N/A 2. Does conditioned square feet area on plans match square feet NOTE: DRAWINGS REQUIRED TO BE DRAWN TO SCALE WITH SUFFICIENT CLARITY shown on energy forms? Yes No N/A AND DETAIL-(FBC 104.2.1) 3. Is the"R"value between common walls shown? Yes l.�No NIA (FBC 13-602.1.ABC.1.1) -� 4. Is the"R"value for added insulation on exterior walls shown? Yes✓No N/A PLANS EXAMINER: DATE: 5. Is the"W'value for ceilings shown? (FBC 13-604.1ABC.1) Yes,_.,,I4o N/A 6. Is the"R"value for raised floors shown? (FBC 13-605) Yes V No NIA OWNER: T)` f��/� 2'rI S JOB ADDRESS:f O�( 0,+,L Sr. 7. Are Energy Credits Claimed? YesV No N/A gg A. Attic Radiant Barrer Credit (FBC 13-607.I.A.4) Yes✓No N/A `` J CONTRACTOR: (.( U_C(fa(S 1 C O_ PHONE NUMBER: 3FY- G ).Co B. White Roof Credit (FBC 13-607.I.A.5) Yes No N/A C. Programmable Thermostat (FBC 13-600.2.A.3.5) YesNo N/A (CIRCLE) I. Survey: IV Foundation Plan: I. Is a specific propose survey submitted? Yes Flo NIA 1. Are all footings shown,including interior bearing walls, 2. Is correct Flood Zone shown? Yes No NIA Column pads and concentrated loads? Yes✓ o N/A 3. Are existing grade elevations shown for structures located 2. Are all locations of vertical reinforcement and anchor bolts shown? Yes VNo N/A in an"A"or"V"zone? Yes No V'NIA 3. Are all elevation changes in slab shown? Yes✓No N/A 4. On lots in multiple flood zones,are flood zone lines indicated? Yes No N/A✓ 4. Is minimum concrete PSI shown? Yes✓ o N/A 5. Is property in a flood way? Yes No v--N/A 5. Is slab reinforcement shown? Yes✓No N/A 6. Is flood way line shown? Yes No✓N/A A. Wire mesh size and gauge? Yes No✓ N/A B. Fibermesh reinforcement? Yes No✓N/A 6. Is vapor barrier,minimum 6 mil.shown? (FBC 1909.2) Yes✓N. NIA 11. Structure Code Compliance: 7. Is minimum slab on grade thickness shown?(FBC 1909.1) Yes%/No N/A 1. Are plans sealed by architect or engineer? Yes✓No NIA 8. Is type of soil treatment for terrnites shown?(FBC 1816) Yes V' N/A A. Are structural calculations submitted? Yes✓No N/A 9, Do plans show concrete footings have a specified compressive 2. Is correct wind speed shown? (FBC Figure 1606) Yes✓No N/A Strength of not less than 2500 PSI at 28 days? (FBC 1804.5.1) Yes✓No N/A 3. Is exposure category shown? (FBC 1606.1.8) Yes No N/A to. Ifpile foundation shown,is Sealed Soils Report submitted? 4. Is Importance Factor shown per FBC Table 1606? Yes No N/A✓ (FBC 1805.1) Yes ✓No N/A 5. Are pressures for wind loading on components and cladding Shown per FBC 1606.2.5? Yes No N/A 6. Are pressures for wind loading on components and cladding / V. Typical Wall Section: ✓ Shown per FBC 1606.2.5? Yes No N/A✓ 1. Is finished grade shown? Yes No N/A 7. Does structure meet requirements of FBC Table 500 for number of 2. Is minimum floor elevation shown? Yes V**'No N/A stories and allowable area? Yes I"No N/A A. Minimum 8"above adjacent grade? Yes✓No N/A 8. Does structure meet Fire Resistance Ratings of FBC Table 600 B. Flood protection elevation? Yes✓No N/A for structural elements? Yes V No N/A C. Base flood elevation? Yes No N/A✓ 9. Are plans designed per SSTD 10-99? Yes No N/A`� 3. Is minimum footing depth beneath finished grade shown? Yes No N/A A. Are all appropriate charts and tables shown? Yes No NIA t�j (FBC 1804.1.3) B. Are all appropriate requirements circled or highlighted? Yes No N/A ✓ 4. Are all footing sizes shown? Yes✓No N/A 10. Are plans designed per"Guide to Concrete Masonry Residential / 5. Are all horizontal reinforcements shown? Yes✓No N/A Construction in High Wind Areas"? Yes✓i1Qo N/A 6. Is vertical reinforcement shown? Yes XZ N/A A. Are all appropriate charts and tables shown? Yes�/ No NIA 7. Masonry construction. B. Are all appropriate requirements circled or highlighted? Yes No N/Al A. Is exterior wall finish shown? Yes No N/A 11. Are plans designed per"WPPC Guide to Wood Construction in B. Is interior furring shown? Yes✓✓No N/A High Wind Areas? Yes No N/A C. Is exterior wall insulation shown? Yes ii to N/A A. Are all appropriate charts and tables shown? Yes No N/A D. Is exterior wall finish shown? Yes r/No N/A B. Are all appropriate requirements circled or highlighted? Yes No N/A 8. Wood Frame Construction 12. Are plans designed per"AF&PA Wood Frame Construction / A. Is stud size,spacing,grade and lumber species shown? Yes No N/A Manual for One-and Two-Family Dwellings,High Wind Edition'? Yes No N/A✓ B. Is exterior sheathing(type and thickness)shown? Yes✓No N/A A. Are all appropriate charts and tables shown? Yes No N/A C. Are nailing requirements(size and spacing)shown? Yes✓✓No N/A B. Are all appropriate requirements circled or highlighted? Yes No N/A (FBC Table 2306.1) D. Is exterior wall finish shown? Yes✓No N/A 15. Does bedroom open directly into garage? Yes No✓N/A E. Is interior wall finish shown? Yes No N/A 16. Does the number of bedrooms shown on plans match the number / F. Is minimum clearance between wood siding and finished of bedrooms shown on the application? Yea✓ No N/A grade shown? (FBC 2304.2.5) Yes -/ o N/A G. Are shear wall segments shown? Yes VNo N/ A 17. Is Designer's name and address shown on plans? Yes No N/A A. Type of hold-downs shown? Yes No N/A 18. Do egress doors and landings comply with FBC 1012.1.3 9. Are ceiling heights shown? (FBC 1202.2) Yes y2o N/A and FBC 1012.1.5? Yes✓No N/A 10. Are all hurricane anchorage and hold-downs specified and labeled? Yes No N/A 19. Are habitable rooms shown with the minimum light and ventilation H. Is ceiling type shown,drywall thickness? Yes✓No N/A requirements of FBC 1203.17 Yes V1No N/A 12. Roof Framing 20. Are garage doors,windows and other openings shown as meeting A. Are engineered trusses shown? Yes 1✓No N/A wind load requirements for components and cladding per FBC 1606? Yes✓jNo N/A B. Are conventional frame rafters used? Yes a No✓N/A✓ 21. Does floor plan show fireplace? Yes✓No N/A 1. Rafter size shown? Yes No N/A 22. Are stair details shown? Yes✓ o N/A 2. Species of lumber shown? Yes No N/A A. Is minimum stair width shown? (FBC Table 1004) Yes y No N/A 3. Grade of lumber shown? Yes No N/A B. Are tread and riser sizes shown? (FBC 1007.3) Yes✓No N/A C. Type of roof sheeting shown? Yes✓No N/A C. Do spiral stairways comply with FBC 1007.8.2? Yes✓No N/A 1. Thickness of roof sheeting shown? Yes✓No N/A D. Are required landing shown? (FBC 1007.4)? Yes✓No N/A 2. Grade of roof sheeting shown? Yes t�No N/A E. Is required headroom clearance shown? (FBC 1007.4) Yes✓No N/A 3. Nailing pattern of roof sheeting shown? Yes✓No N/A 23. If floor plan shows mixed construction,are mixed (FBC Table 2306.1) Construction details shown? (May require engineering.) Yes ,No N/A✓ D. Weight of Dry-In felt shown? Yes✓No N/A 24. If required,are tenant separations shown? Yes No N/A�✓ E. Type of roof cover shown? Yes✓No N/A A. Duplex (FBC Table 704.1) 1. Attachment asphalt/fiberglass shingles shown? B. Townhouse (FBC 704.4) (FBC 1507.3.7) Yes✓ re all c No N/A 25. Are and beams shown for porches and lanais? Yes✓No N/A 2. Attachment of the roof shown? Yes No N/A-_ A. Are column type,size and anchorage shown? Yes V/No N/A (FBC 1507.3.7) B. Are beam type,size,span and anchorage shown? Yes✓No NIA 3. Other roof covering and attachments shown? Yes No N/A 26. Are all lintel and beam details shown? Yes No N/A F. Length of roof overhang shown? Yes // No N/A 27. Are engineering details provided for butt glass? Yes No N/A✓ G. Type of soffit and fascia shown? Yes✓ No N/A H. Attic ventilation shown? Yes V'No N/A 1. Location,type and thickness of flashing shown? VII. Truss/Rafter Plan. (FBC 1503.2.1 and FBC 1507.3.9) Yes t"No N/A 1. Are engineered truss plans provided showing loads,uplifts and J. Type and gauge of eave metal shown? Yes No N/A required connections? Yes VNo N/A 2. Are all headers,beams,girders and interior bearing walls shown? Yes✓ No N/A 3. Framed roof. VI. Floor Plan. A. Is rafter plan shown,including size,spacing species, 1. Does square footage on plan match square footage show on grade of lumber,span and connections? Yes No N/A application? Yes✓No N/A B. Is ceiling joist plan shown,including size,spacing, 2. Are all room dimensions shown? Yes✓No N/A species,grade of lumber,span and connections? Yes No N/A w"3. Are all door and window sizes shown? Yes No N/A C. Are collar ties shown,including size,spacing,species, 4. Are all emergency egress openings shown? Yes.-/ No N/A grade of lumber and connections? Yes No N/A 5. Is required tempered glass shown at all hazardous locations? D. Is ridge beam shown,including size,species and grade (FBC 2405.2) Yes No N/A✓ of lumber? Yes No N/A 6. Are all vertical reinforcements shown? Yes✓ No N/A 4. Is roof sheeting indicated,showing type,thickness and nailing 7. Are all shear wall segments shown? Yes✓No N/A pattern? Yes el No N/A 8. Are all hold-downs and hurricane anchorages shown? Yes✓/No N/A 9. Is required attic access shown? Yes t/ No N/A 10. Are all plumbing fixtures shown? Yea✓ No N/A VIII. Floor Framing. 11. Are all electrical fixtures shown? Yes✓No N/A 1. Is engineered floor truss plan provided,showing loads, 12. Are all mechanical fixtures shown? Yes✓/No N/A uplifts and connections? Yes t/ No N/A A. Is au handler and condensor location shown? Yes V No N/A 2. Is joist plan provided,showing size,spacing,span,species, B. Are exhaust fans shown? Yes�No N/A' grade of lumber and connections? Yes No N/A 13. Are all smoke detectors shown? (FBC 905.2) Yes✓No N/A 3. Is floor sheeting indicated,showing type,thickness and / 14. Does one(1)bathroom on the fust habitable floor level nailing pattern? Yes" No N/A Have a 29"net clear door opening and handicap accessible / route? (FBC I1-11) Yes t! No N/A FORM 60OA-2004 EnergyGauge®4.0 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Whole Building Performance Method A Project Name: 1525 Beach Ave Builder: Ortega Properties Address: 1525 Beach Ave Permitting Office: Atlantic Beach City, State: Atlantic Beach, FI Permit Number: Owner: Ortega Properties Jurisdiction Number: 261100 Climate Zone: North 1. New construction or existing New _ 12. Cooling systems 2. Single family or multi-family Single family _ a. Central Unit Cap:30.0 kBtu/hr _ 3. Number of units,if multi-family I _ SEER: 12.00 _ 4. Number of Bedrooms 7 _ b. Central Unit Cap:30.0 kBtu/hr _ 5. Is this a worst case? No _ SEER: 12.00 _ 6. Conditioned floor area(ft') 5341 112 - c. Central Unit Cap:42.0 kBtu/hr _ 7. Glass type I and area:(Label reqd.by 13-104.4.5 if not default) SEER: 12.00 _ a. U-factor: Description Area 13. Heating systems (or Single or Double DEFAULT) 7a.(Dble Default)849.0 ft' _ a. Electric Heat Pump Cap:30.0 kBtu/hr _ b. SHGC: HSPF:7.10 _ (or Clear or Tint DEFAULT) 7b. (Clear)849.0 ft' _ b. Electric Heat Pump Cap:30.0 kBtu/hr _ 8. Floor types HSPF:7.10 _ a. Slab-On-Grade Edge Insulation R=0.0, 191.0(p)ft _ c. Electric Heat Pump Cap:42.0 kBtu/hr _ b. N/A _ HSPF:7.10 _ c. N/A _ 14. Hot water systems 4. Wall types 1 a. Electric Resistance Cap:50.0 gallons _ a. Concrete,Int Insul,Exterior R=7.0,2636.0 ft' _ EF:0.91 _ b. Frame,Wood,Exterior R=19.0, 1107.0 ft' _ b. Electric Resistance Cap:50.0 gallons _ c. N/A EF:0.91 _ d. N/A _ c. Conservation credits _ e. N/A _ (HR-Heat recovery,Solar 10. Ceiling types _ DHP-Dedicated heat pump) a. Single Assembly R=20.0, 1980.0 ft' 15. HVAC credits _ b.N/A _ (CF-Ceiling fan,CV-Cross ventilation, c. N/A _ HF-Whole house fan, 11. Ducts _ PT-Programmable Thermostat, a. Sup:Con. Ret:Con. AH:Interior Sup.R=6.0, 150.0 ft2 MZ-C-Multizone cooling, b. 2 Others 300.0 ft _ MZ-H-Multizone heating) Glass/Floor Area: 0.16 Total as-built points: 62203 PASS Total base points: 71312 A I hereby certify that the plans and specifications covered by Review of the plans and Z�LE ST this calculation are in compliance with the Florida Energy specifications covered by this 01 Code. 5 calculation indicates compliance PREPARED BY: ��gA with the Florida Energy Code. un, DATE: b 1 q l ('� !g, Before construction is completed this building will be inspected for , I hereby certify that this building, as designed, is in compliance compliance with Section 553.908 with the Florida Energy Code. Florida Statutes. G WE OWNER/AGENT: BUILDING OFFICIAL: -- - DATE: DATE: //- 2 - b.S 1 Predominant glass type. For actual glass type and areas,see Summer&Winter Glass output on pages 2&4. EnergyGauge®(Version: FLRCSB v4.0) FORM 60OA-2004 EnergyGauge®4.0 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: 1525 Beach Ave,Atlantic Beach, FI, PERMIT#: BASE AS-BUILT GLASS TYPES .18 X Conditioned X BSPM = Points Overhang Floor Area Type/SC Ornt Len Hgt Area X SPM X SOF = Points 18 5341.0 20.04 19266.1 Double,Clear W 6.0 8.0 55.0 38.52 0.60 1276.4 Double, Clear S 7.0 8.0 20.0 35.87 0.54 386.2 Double, Clear S 7.0 8.0 29.0 35.87 0.54 560.1 Double,Clear S 2.0 22.0 21.0 35.87 0.99 746.9 Double,Clear S 2.0 16.0 13.0 35.87 0.98 458.9 Double,Clear E 10.0 8.0 40.0 42.06 0.46 779.2 Double,Clear E 10.0 8.0 49.0 42.06 0.46 954.6 Double,Clear N 2.0 21.0 39.0 19.20 0.99 744.6 Double,Clear N 2.0 21.0 18.0 19.20 0.99 343.7 Double,Clear N 2.0 21.0 39.0 19.20 0.99 744.6 Double,Clear W 2.0 12.0 22.0 38.52 0.97 822.4 Double,Clear W 7.0 8.0 20.0 38.52 0.56 431.7 Double,Clear S 7.0 8.0 20.0 35.87 0.54 386.2 Double, Clear S 7.0 8.0 20.0 35.87 0.54 386.2 Double, Clear S 2.0 9.0 28.0 35.87 0.89 889.8 Double,Clear S 2.0 9.0 7.0 35.87 0.89 222.4 Double,Clear S 2.0 9.0 7.0 35.87 0.89 222.4 Double,Clear E 10.0 8.0 20.0 42.06 0.46 389.6 Double,Clear E 10.0 8.0 20.0 42.06 0.46 389.6 Double,Clear N 2.0 10.0 24.0 19.20 0.96 443.1 Double,Clear N 2.0 10.0 20.0 19.20 0.96 369.2 Double,Clear N 2.0 10.0 35.0 19.20 0.96 646.2 Double,Clear N 2.0 10.0 23.0 19.20 0.96 424.6 Double,Clear W 2.0 8.0 50.0 38.52 0.91 1759.3 Double,Clear S 2.0 8.0 7.0 35.87 0.86 215.0 Double,Clear S 2.0 8.0 7.0 35.87 0.86 215.0 Double,Clear S 2.0 8.0 24.0 35.87 0.86 737.0 Double, Clear E 10.0 8.0 54.0 42.06 0.46 1052.0 Double, Clear N 2.0 8.0 33.0 19.20 0.94 594.7 Double,Clear N 2.0 8.0 24.0 19.20 0.94 432.5 Double,Clear N 2.0 8.0 28.0 19.20 0.94 504.6 Double,Clear N 2.0 8.0 33.0 19.20 0.94 594.7 As-Built Total: 849.0 19123.6 WALL TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Adjacent 0.0 0.00 0.0 Concrete, Int Insul, Exterior 7.0 2636.0 0.70 1845.2 Exterior 3743.0 1.70 6363.1 Frame,Wood, Exterior 19.0 1107.0 0.90 996.3 Base Total: 3743.0 6363.1 1 As-Built Total: 3743.0 2841.5 EnergyGauge®DCA Form 60OA-2004 EnergyGauge®/FlaRES'2004 FLRCSB v4.0 FORM 60OA-2004 EnergyGauge®4.0 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: 1525 Beach Ave,Atlantic Beach, FI, PERMIT#: BASE AS-BUILT DOOR TYPES Area X BSPM = Points Type Area X SPM = Points Adjacent 0.0 0.00 0.0 Exterior Wood 233.0 6.10 1421.3 Exterior 233.0 6.10 1421.3 Base Total: 233.0 1421.3 As-Built Total: 233.0 1421.3 CEILING TYPES Area X BSPM = Points Type R-Value Area X SPM X SCM = Points Under Attic 1886.0 1.73 3262.8 Single Assembly 20.0 1980.0 5.51 X 1.00 10915.5 Base Total: 1886.0 3262.8 As-Built Total: 1980.0 10915.5 FLOOR TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Slab 191.0(p) -37.0 -7067.0 Slab-On-Grade Edge Insulation 0.0 191.0(p -41.20 -7869.2 Raised 0.0 0.00 0.0 Base Total: -7067.0 As-Built Total: 191.0 -7869.2 INFILTRATION Area X BSPM = Points Area X SPM = Points 5341.0 10.21 54531.6 5341.0 10.21 54531.6 Summer Base Points: 77777.8 Summer As-Built Points: 80964.3 Total Summer X System = Cooling Total X Cap X Duct X System X Credit = Cooling Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points (System - Points) (DM x DSM x AHU) (sys 1:Central Unit 30000 btuh,SEER/EFF(12.0)Ducts:Con(S),Con(R),Int(AH),R6.0(INS) 80964 0.29 (1.00 x 1.147 x 0.86) 0.284 1.000 6715.8 (sys 2:Central Unit 30000 btuh,SEER/EFF(12.0)Ducts:Con(S),Con(R),Int(AH),R6.0(INS) 80964 0.29 (1.00 x 1.147 x 0.86) 0.284 1.000 6715.8 (sys 3:Central Unit 42000 btuh,SEER/EFF(12.0)Ducts:Con(S),Con(R),Int(AH),R6.0(INS) 80964 0.41 (1.00 x 1.147 x 0.86) 0.284 1.000 9402.1 77777.8 0.4266 33180.0 80964.3 1.00 0.992 0.284 1.000 22833.7 EnergyGaugeTm DCA Form 60OA-2004 EnergyGauge®/FlaRES'2004 FLRCSB v4.0 FORM 60OA-2004 EnergyGauge®4.0 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: 1525 Beach Ave, Atlantic Beach, FI, PERMIT#: BASE AS-BUILT GLASS TYPES .18 X Conditioned X BWPM = Points Overhang Floor Area Type/SC Ornt Len Hgt Area X WPM X WOF = Point .18 5341.0 12.74 12248.0 Double,Clear W 6.0 8.0 55.0 20.73 1.13 1293.7 Double,Clear S 7.0 8.0 20.0 13.30 2.53 672.3 Double,Clear S 7.0 8.0 29.0 13.30 2.53 974.8 Double,Clear S 2.0 22.0 21.0 13.30 1.00 277.8 Double,Clear S 2.0 16.0 13.0 13.30 1.00 172.3 Double,Clear E 10.0 8.0 40.0 18.79 1.35 1013.1 Double,Clear E 10.0 8.0 49.0 18.79 1.35 1241.1 Double,Clear N 2.0 21.0 39.0 24.58 1.00 958.3 Double,Clear N 2.0 21.0 18.0 24.58 1.00 442.3 Double,Clear N 2.0 21.0 39.0 24.58 1.00 958.3 Double,Clear W 2.0 12.0 22.0 20.73 1.01 459.6 Double,Clear W 7.0 8.0 20.0 20.73 1.15 478.1 Double,Clear S 7.0 8.0 20.0 13.30 2.53 672.3 Double,Clear S 7.0 8.0 20.0 13.30 2.53 672.3 Double,Clear S 2.0 9.0 28.0 13.30 1.08 403.4 Double,Clear S 2.0 9.0 7.0 13.30 1.08 100.9 Double,Clear S 2.0 9.0 7.0 13.30 1.08 100.9 Double,Clear E 10.0 8.0 20.0 18.79 1.35 506.6 Double,Clear E 10.0 8.0 20.0 18.79 1.35 506.6 Double,Clear N 2.0 10.0 24.0 24.58 1.00 590.6 Double,Clear N 2.0 10.0 20.0 24.58 1.00 492.1 Double,Clear N 2.0 10.0 35.0 24.58 1.00 861.2 Double,Clear N 2.0 10.0 23.0 24.58 1.00 565.9 Double,Clear W 2.0 8.0 50.0 20.73 1.02 1060.7 Double,Clear S 2.0 8.0 7.0 13.30 1.12 104.0 Double,Clear S 2.0 8.0 7.0 13.30 1.12 104.0 Double,Clear S 2.0 8.0 24.0 13.30 1.12 356.7 Double,Clear E 10.0 8.0 54.0 18.79 1.35 1367.7 Double,Clear N 2.0 8.0 33.0 24.58 1.00 813.0 Double,Clear N 2.0 8.0 24.0 24.58 1.00 591.3 Double,Clear N 2.0 8.0 28.0 24.58 1.00 689.8 Double,Clear N 2.0 8.0 33.0 24.58 1.00 813.0 As-Built Total: 849.0 20314.5 WALL TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Adjacent 0.0 0.00 0.0 Concrete, Int Insul, Exterior 7.0 2636.0 4.60 12125.6 Exterior 3743.0 3.70 13849.1 Frame,Wood, Exterior 19.0 1107.0 2.20 2435.4 Base Total: 3743.0 13849.1 1 As-Built Total: 3743.0 14561.0 EnergyGauge®DCA Form 60OA-2004 EnergyGauge®/FlaRES'2004 FLRCSB v4.0 FORM 60OA-2004 EnergyGauge®4.0 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: 1525 Beach Ave, Atlantic Beach, FI, PERMIT#: BASE AS-BUILT DOOR TYPES Area X BWPM = Points Type Area X WPM = Points Adjacent 0.0 0.00 0.0 Exterior Wood 233.0 12.30 2865.9 Exterior 233.0 12.30 2865.9 Base Total: 233.0 2865.9 As-Built Total: 233.0 2865.9 CEILING TYPES Area X BWPM = Points Type R-Value Area X WPM X WCM = Points Under Attic 1886.0 2.05 3866.3 Single Assembly 20.0 1980.0 1.81 X 1.00 3592.3 Base Total: 1886.0 3866.3 As-Built Total: 1980.0 3592.3 FLOOR TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Slab 191.0(p) 8.9 1699.9 Slab-On-Grade Edge Insulation 0.0 191.0(p 18.80 3590.8 Raised 0.0 0.00 0.0 Base Total: 1699.9 As-Built Total: 191.0 3590.8 INFILTRATION Area X BWPM = Points Area X WPM = Points 5341.0 -0.59 -3151.2 5341.0 -0.59 -3151.2 Winter Base Points: 31378.0 Winter As-Built Points: 41773.3 Total Winter X System = Heating Total X Cap X Duct X System X Credit = Heating Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points (System - Points) (DM x DSM x AHU) (sys 1: Electric Heat Pump 30000 btuh ,EFF(7.1)Ducts:Con(S),Con(R),Int(AH),R6.0 41773.3 0.294 (1.000 x 1.169 x 0.88) 0.480 1.000 6094.5 (sys 2: Electric Heat Pump 30000 btuh ,EFF(7.1)Ducts:Con(S),Con(R),Int(AH),R6.0 41773.3 0.294 (1.000 x 1.169 x 0.88) 0.480 1.000 6094.5 (sys 3: Electric Heat Pump 42000 btuh ,EFF(7.1)Ducts:Con(S),Con(R),Int(AH),R6.0 41773.3 0.412 (1.000 x 1.169 x 0.88) 0.480 1.000 8532.3 31378.0 0.6274 19686.6 1 41773.3 1.00 1.033 0.480 1.000 20721.3 EnergyGaugeTm DCA Form 60OA-2004 EnergyGauge®/FIaRES'2004 FLRCSB v4.0 FORM 60OA-2004 EnergyGauge@ 4.0 WATER HEATING & CODE COMPLIANCE STATUS Residential Whole Building Performance Method A - Details ADDRESS: 1525 Beach Ave, Atlantic Beach, FI, PERMIT#: BASE AS-BUILT WATER HEATING Number of X Multiplier = Total Tank EF Number of X Tank X Multiplier X Credit = Total Bedrooms Volume Bedrooms Ratio Multiplier 7 2635.00 18445.0 50.0 0.91 7 0.50 2663.96 1.00 9323.8 50.0 0.91 7 0.50 2663.96 1.00 9323.8 As-Built Total: 18647.7 CODE COMPLIANCE STATUS BASE AS-BUILT Cooling + Heating + Hot Water = Total Cooling + Heating + Hot Water = Total Points Points Points Points Points Points Points Points 33180 19687 18445 71312 22834 20721 18648 62203 PASS O�ZtiE Sr4.j, 0 WE EnergyGaugeTm DCA Form 60OA-2004 EnergyGauge®/FlaRES'2004 FLRCSB v4.0 FORM 60OA-2004 EnergyGauge®4.0 Code Compliance Checklist Residential Whole Building Performance Method A - Details ADDRESS: 1525 Beach Ave,Atlantic Beach, FI, PERMIT#: 6A-21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE CHECK Exterior Windows&Doors 606.1.ABC.1.1 Maximum:.3 cfm/sq.ft.window area; .5 cfm/sq.ft.door area. Exterior&Adjacent Walls 606.1.ABC.1.2.1 Caulk,gasket,weatherstrip or seal between:windows/doors&frames,surrounding wall; foundation&wall sole or sill plate;joints between exterior wall panels at corners; utility penetrations; between wall panels&top/bottom plates; between walls and floor. EXCEPTION: Frame walls where a continuous infiltration barrier is installed that extends from,and is sealed to,the foundation to the top plate. Floors 606.1.ABC.1.2.2 Penetrations/openings>1/8"sealed unless backed by truss or joint members. EXCEPTION: Frame floors where a continuous infiltration barrier is installed that is sealed to the perimeter, penetrations and seams. Ceilings 606.1.ABC.1.2.3 Between walls&ceilings; penetrations of ceiling plane of top floor;around shafts,chases, \ soffits,chimneys,cabinets sealed to continuous air barrier;gaps in gyp board&top plate; attic access. EXCEPTION: Frame ceilings where a continuous infiltration barrier is installed that is sealed at the perimeter, at penetrations and seams. Recessed Lighting Fixtures 606.1.ABC.1.2.4 Type IC rated with no penetrations,sealed;or Type IC or non-IC rated, installed inside a sealed box with 1/2"clearance&3"from insulation;or Type IC rated with<2.0 cfm from conditioned space,tested. \ Multi-story Houses 606.1.ABC.1.2.5 Air barrier on perimeter of floor cavity between floors. Additional Infiltration reqts 606.1.ABC.1.3 Exhaust fans vented to outdoors,dampers;combustion space heaters comply with NFPA, have combustion air. 6A-22 OTHER PRESCRIPTIVE MEASURES (must be met or exceeded by all residences.) COMPONENTS SECTION REQUIREMENTS CHECK Water Heaters 612.1 Comply with efficiency requirements in Table 612.1.ABC.3.2.Switch or clearly marked cir breaker(electric)or cutoff(gas)must be provided. External or built-in heat trap required. Swimming Pools&Spas 612.1 Spas&heated pools must have covers(except solar heated). Non-commercial pools must have a pump timer.Gas spa&pool heaters must have a minimum thermal efficiency of 78%. Shower heads 612.1 Water flow must be restricted to no more than 2.5 gallons per minute at 80 PSIG. Air Distribution Systems 610.1 All ducts,fittings, mechanical equipment and plenum chambers shall be mechanically attached,sealed, insulated,and installed in accordance with the criteria of Section 610. Ducts in unconditioned attics: R-6 min. insulation. HVAC Controls 607.1 Separate readily accessible manual or automatic thermostat for each system. Insulation 604.1,602.1 Ceilings-Min. R-19.Common walls-Frame R-11 or CBS R-3 both sides. Common ceiling&floors R-11. EnergyGaugeTm DCA Form 60OA-2004 EnergyGauge®/FlaRES'2004 FLRCSB v4.0 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE SCORE* = 84.9 The higher the score,the more efficient the home. Ortega Properties, 1525 Beach Ave, Atlantic Beach, FI, 1. New construction or existing New _ 12. Cooling systems 2. Single family or multi-family Single family _ a. Central Unit Cap:30.0 kBtu/hr _ 3. Number of units,if multi-family I _ SEER: 12.00 4. Number of Bedrooms 7 _ b. Central Unit Cap:30.0 kBtu/hr _ 5. Is this a worst case? No _ SEER: 12.00 6. Conditioned floor area(ftZ) 5341 ftZ - c. Central Unit Cap:42.0 kBtu/hr _ 7. Glass type I and area:(Label regd.by 13-104.4.5 if not default) SEER: 12.00 a. U-factor: Description Area 13. Heating systems (or Single or Double DEFAULT) 7a.(Dble Default)849.0 ft' _ a. Electric Heat Pump Cap:30.0 kBtu/hr _ b. SHGC: HSPF:7.10 _ (or Clear or Tint DEFAULT) 7b. (Clear)849.0 ft' _ b. Electric Heat Pump Cap:30.0 kBtu/hr _ 8. Floor types HSPF:7.10 _ a. Slab-On-Grade Edge Insulation R=0.0, 191.0(p)ft _ c. Electric Heat Pump Cap:42.0 kBtu/hr _ b. N/A _ HSPF:7.10 c. N/A _ 14. Hot water systems 9. Wall types a. Electric Resistance Cap:50.0 gallons _ a. Concrete,Int Insul,Exterior R=7.0,2636.0 ftZ _ EF:0.91 _ b. Frame,Wood,Exterior R=19.0, 1107.0 ft' _ b. Electric Resistance Cap:50.0 gallons _ c. N/A _ EF:0.91 d. N/A _ c. Conservation credits e. N/A _ (HR-Heat recovery,Solar 10. Ceiling types DHP-Dedicated heat pump) a. Single Assembly R=20.0, 1980.0 ftZ _ 15. HVAC credits - b.N/A _ (CF-Ceiling fan,CV-Cross ventilation, c. N/A _ HF-Whole house fan, 11. Ducts PT-Programmable Thermostat, a. Sup:Con. Ret:Con. AH:Interior Sup.R=6.0, 150.0 ft' _ MZ-C-Multizone cooling, b. 2 Others 300.0 ft _ MZ-H-Multizone heating) I certify that this home has complied with the Florida Energy Efficiency Code For Building ��SKE Sr4 Construction through the above energy saving features which will be installed(or exceeded) ~, _; o� in this home before final inspection. Otherwise,a new EPL Display Card will be completed based on installed Code compliant features. Builder Signature: Date: a Address of New Home: City/FL Zip: coD WF *NOTE: The home's estimated energy performance score is only available through the FLA/RES computer program. This is not a Building Energy Rating. !f your score is 80 or greater(or 86 for a US EPA/DOE EnergyStarldesignation), your home may qualify for energy efficiency mortgage(EEM) incentives if you obtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at 321/638-1492 or see the Energy Gauge web site at www.fsec.ucfedu for information and a list of certified Raters. For information about Florida's Energy Efficiency Code For Building Construction, contact the Department of Community Affairs at 850/487-1824. 1 Predominant glass type.For actual glass type and areas see Summer&Winter Glass output on ages 2&4. KnergyGauge®(Version: FLRNIB v4.0) RIGHT-J LOAD AND EQUIPMENT SUMMARY First Floor Energy Design Systems Job: 10/4/05 1065 Oak Vale Rd,Jacksonville,FI 32259 Phone:904-287-5339 Fax:904-287-1258 Email:energydesign@comcast.net Project • • For: Ortega Properties 1525 Beach Ave,Atlantic Beach, FI Notes: Design Information Weather: Jacksonville, Mayport Naval, FL , US Winter Design Conditions Summer Design Conditions Outside db 39 OF Outside db 94 OF Inside db 70 OF Inside db 74 OF Design TD 31 OF Design TD 20 OF Daily range L Relative humidity 50 % Moisture difference 57 gr/Ib Heating Summary Sensible Cooling Equipment Load Sizing Building heat loss 23970 Btuh Structure 20319 Btuh Ventilation air 0 cfm Ventilation 0 Btuh Ventilation air loss 0 Btuh Design temperature swing 3.0 OF Design heat load 23970 Btuh Use mfg. data n Rate/swing multiplier 0.99 Infiltration Total sens. equip. load 20116 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 0 Internal gains 2300 Btuh Ventilation 0 Btuh Heating Cooling Infiltration 3337 Btuh Area (ft') 1873 1873 Total latent equip. load 5637 Btuh Volume(ft') 17414 17414 Air changes/hour 0.69 0.30 Total equipment load 25753 Btuh Equiv. AVF (cfm) 201 86 Heating Equipment Summary Cooling Equipment Summary Make n/a Make n/a Trade n/a Trade n/a n/a n/a n/a Efficiency n/a Efficiency n/a Heating Input Sensible cooling 0 Btuh Heating output 0 Btuh Latent cooling 0 Btuh Heating temp rise 0 OF Total cooling 0 Btuh Actual heating fan 0 cfm Actual cooling fan 0 cfm Heating air flow factor 0.000 cfm/Btuh Cooling air flow factor 0.000 cfm/Btuh Space thermostat n/a Load sensible heat ratio 0 % Bold/italic values have been manually overridden Printout certified by ACCA to meet all requirements of Manual J 7th Ed. wrightsoft Right-Suite Residential'"5.0.66 RSR29784 2005-Oct-04 16:01:15 RCCA C:\Documents and Settings\customer\My Documents\Wrightsoft\1525 Beach Ave Ail Bch.rsr Page 1 RIGHT-J LOAD AND EQUIPMENT SUMMARY 01 Second Floor Energy Design Systems Job: 10/4/05 1065 Oak Vale Rd,Jacksonville,FI 32259 Phone:904-287-5339 Fax:904-287-1258 Email:energydesign@comcast.net Project • • For: Ortega Properties 1525 Beach Ave,Atlantic Beach, FI Notes: Design Information Weather: Jacksonville, Mayport Naval, FL , US Winter Design Conditions Summer Design Conditions Outside db 39 OF Outside db 94 OF Inside db 70 OF Inside db 74 OF Design TD 31 OF Design TD 20 OF Daily range L Relative humidity 50 % Moisture difference 57 gr/Ib Heating Summary Sensible Cooling Equipment Load Sizing Building heat loss 23440 Btuh Structure 19528 Btuh Ventilation air 0 cfm Ventilation 0 Btuh Ventilation air loss 0 Btuh Design temperature swing 3.0 OF Design heat load 23440 Btuh Use mfg. data n Rate/swing multiplier 0.99 Infiltration Total sens. equip. load 19332 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 0 Internal gains 1610 Btuh Ventilation 0 Btuh Heating Cooling Infiltration 3168 Btuh Area (ft') 1886 1886 Total latent equip. load 4778 Btuh Volume(ft') 16408 16408 Air changes/hour 0.70 0.30 Total equipment load 24111 Btuh Equiv.AVF (cfm) 191 82 Heating Equipment Summary Cooling Equipment Summary Make n/a Make n/a Trade n/a Trade n/a n/a n/a n/a Efficiency n/a Efficiency n/a Heating Input Sensible cooling 0 Btuh Heating output 0 Btuh Latent cooling 0 Btuh Heating temp rise 0 OF Total cooling 0 Btuh Actual heating fan 0 cfm Actual cooling fan 0 cfm Heating air flow factor 0.000 cfm/Btuh Cooling air flow factor 0.000 cfm/Btuh Space thermostat n/a Load sensible heat ratio 0 % Bold/italic values have been manually overridden Printout certified by ACCA to meet all requirements of Manual J 7th Ed. .:jji_ Wri!cjhtSC), t Right-Suite Residential TM 5.0.66 RSR29784 2005-Oct-04 16:01:15 ACCA C:\Documents and Settings\customer\My Documents\Wrightsoft\1525 Beach Ave Atl Bch.rsr Page 2 RIGHT-J LOAD AND EQUIPMENT SUMMARY Third Floor Energy Design Systems Job: 10/4/05 1065 Oak Vale Rd,Jacksonville,FI 32259 Phone:904-287-5339 Fax:904-287-1258 Email:energydesign@comcast.net Project • • For: Ortega Properties 1525 Beach Ave, Atlantic Beach, FI Notes: Design Information Weather: Jacksonville, Mayport Naval, FL , US Winter Design Conditions Summer Design Conditions Outside db 39 OF Outside db 94 OF Inside db 70 OF Inside db 74 OF Design TD 31 OF Design TD 20 OF Daily range L Relative humidity 50 % Moisture difference 57 gr/Ib Heating Summary Sensible Cooling Equipment Load Sizing Building heat loss 20999 Btuh Structure 29468 Btuh Ventilation air 0 cfm Ventilation 0 Btuh Ventilation air loss 0 Btuh Design temperature swing 3.0 OF Design heat load 20999 Btuh Use mfg. data n Rate/swing multiplier 0.99 Infiltration Total sens. equip. load 29174 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 0 Internal gains 5290 Btuh Ventilation 0 Btuh Heating Cooling Infiltration 2359 Btuh Area (ft') 1582 1582 Total latent equip. load 7649 Btuh Volume(ft') 11845 11845 Air changes/hour 0.72 0.31 Total equipment load 36823 Btuh Equiv. AVF (cfm) 142 61 Heating Equipment Summary Cooling Equipment Summary Make n/a Make n/a Trade n/a Trade n/a n/a n/a n/a Efficiency n/a Efficiency n/a Heating Input Sensible cooling 0 Btuh Heating output 0 Btuh Latent cooling 0 Btuh Heating temp rise 0 OF Total cooling 0 Btuh Actual heating fan 0 cfm Actual cooling fan 0 cfm Heating air flow factor 0.000 cfm/Btuh Cooling air flow factor 0.000 cfm/Btuh Space thermostat n/a Load sensible heat ratio 0 % Bold/italic values have been manually overridden Printout certified by ACCA to meet all requirements of Manual J 7th Ed. wrj0ht:soft Right-Suite ResidentialTm 5.0.66 RSR29784 2005-Oct-04 16:01:15 ACCA C:\Documents and Settings\customer\My Documents\Wrightsoft\1525 Beach Ave Atl Bch.rsr Page 3 WATER IMPACT FEE WORKSHEET ADDRESS:_ IS--2 Sf d3,�-7/' <(F VF— A-) cd DRAINAGE FIXTURE UNIT FIXTURE TYPE VALUE AS LOAD FIXTURES UNITS Automatic clothes washers,commercial 3 Automatic clothes washers, residential 2 y Bathroom group consisting of water closet, lavatory, Bidet, and bathtub or shower 6 Bathtub(with or without overhead shower or whirlpool attachments) 2 Bidet 2 Combination sink and tray 2 Dental lavatory 1 Dishwashing machine,domestic 2 !" Z Drinking fou c�- %Z Floor drains 2 Hose bib 1 �{ Kitchen sink,domestic 2 Kitchen sink, domestic with food waste grinder andlor dishwasher 2 Laundry tray 1 or 2 compartments) 2 Lavatory 1 Shower compartment domestic 2 Sink 2 r Urinal 4 • Urinal, l gallon per flush or less 2 Wash sink (circular or multiple)each set of faucets 2 Water closet,flushometer tank,public or private 4 Water closet,private installation 4 Water closet, public installation 6 TOTAL NUMBER OF UNITS= MULTIPLIED X 20 TOTAL$ 4 1515, 1517, 1525 AND 1527 BEACH AVENUE CHARGES AMOUNT PERMIT NUMBER ADDRESS 05-00029570 1515 BEACH AVE. CITY RADON $ 0.43 CAPITAL IMPROVEMT BUILDING PERMIT $ 2,221.00 STATE RADON SURCHRG $ 8.35 SEWER IMPACT FEES EXISTING SERV HOUSE DEMO'D WATER IMPACT FEES EXISTING SERV REBUILT NEW WATER CONNECT/TAP/MTR EXISTING SERV. WATER CROSS CONNECTN $ 35.00 PLAN CHECK FEES $ 1,110.50 AB CONSTRUCTION SURCHR $ 2.00 ST CONSTRUCTION SURCHR $ 18.05 TOTAL $ 3,395.33 05-00029692 1517 BEACH AVE. CITY RADON $ 0.14 CAPITAL IMPROVEMT $ 325.00 BUILDING PERMIT $ 837.00 STATE RADON SURCHRG $ 2.76 SEWER IMPACT FEES $ 1,250.00 WATER IMPACT FEES $ 120.00 WATER CONNECTJTAPIMTR $ 525.00 WATER CROSS CONNECTN $ 35.00 AB CONSTRUCTION SURCHR $ 0.58 ST CONSTRUCTION SURCHR $ 5.23 TOTAL $ 3,417.71 05-00031419 1525 BEACH AVE. PENDING CHRGS CITY RADON $ 0.46 CAPITAL IMPROVEMT $ 325.00 BUILDING PERMIT $ 3,745.00 STATE RADON SURCHRG $ 28.22 SEWER IMPACT FEES $ 1,250.00 SEWER TAP FEES $ 1,050.00 WATER IMPACT FEES WATER CONNECTITAPIMTR WATERTAPIMTR. $ 1,090.00 WATER CROSS CONNECTN TOTAL $ 5,348.68 05-00031419 1527 BEACH AVE. PENDING CHRGS. CITY RADON CAPITAL IMPROVEMT BUILDING PERMIT STATE RADON SURCHRG SEWER IMPACT FEES $ 1,250.00 SEWER TAP FEES $ 1,050.00 WATER IMPACT FEES $ 1,430.00 WATER CONNECTITAP/MTR $ 525.00 WATER CROSS CONNECTN $ 35.00 TOTAL $ 3,240.00 CITY OF ATLANTIC BEACH ;- 800 SEMINOLE ROAD s�" ATLANTIC BEACH,FL 32233 / r INSPECTION PHONE LINE 247-5826 Application Number . . . . . 05-00031773 Date 12/07/05 Property Address . . . . . . 1525 BEACH AVE Tenant nbr, name . . . . . . NEW SERVICE Application description . . . ELECTRIC ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 Owner Contractor ------------------------ ------------------------ LARRY D. CARTER ELECTRIC INC. P .O. BOX 61765 JACKSONVILLE FL 32236 (904) 389-0846 ---------------------------------------------------------------------------- Permit . . . . . . ELECTRICAL PERMIT Additional desc . . Permit Fee . . . . 70 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 5/10/06 ---------------------------------------------------------------------------- Special Notes and Comments 400 AMPS SERVICE Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 70 . 00 70 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 70 . 00 70 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. BUILDING OFFICIAL CITY OF ATLANTIC BEACH, FLORIDA APPLICATION FOR ELECTRICAL PERMIT TO THE CHIEF ELECTRICAL INSPECTOR: DATE: 12, " 7 20 0-T' IMPORTANT NOTICE: IN CONSIDERATION OF PERMIT GIVEN FOR DOING THE WORK AS DESCRIBED IN THE FOLLOWING,WE HEREBY AGREE TO PERFORM SAID WORK IN ACCORDANCE WITH THE ATTACHED PLANS AND SPECIFICATIONS,WHICH ARE A PART HEREOF, AND INACCORDANCE WITH THE ELECTRICAL REGULATIONS, ODES AND CITY OF C BEA ANCES. C-lec ELECTRICAL F MASTER ELECTRIZAN SIGNATURE: OWNERS NAME: ®IC%d'6A;. �/tsia�4�'S ADDRESS: %S o'�S��RFD� BOX_ BLDG. SIZE BETWEEN: RES.( APT.( COMM.( ) PUBLIC( ) INDUS.( ) NEWPO OLD( ) REW.( ) ADDITION( ) TRAILER( ) TEMP SIGNS( ) SQ.FT. SERVICE: NEWOO INCREASE REPAIR( CONDUCTOR SIZE AMPS: COPPER ALUM. yypp FEES SWITCH OR BREAKER AMPS PH 3W -VOLT RACEWAY EXIST. SERV. SIZE AA7?Le, AMPS PH W VOLT RACEWAY FEEDERS NO. SIZE NO. SIZE NO. SIZE LIGHTING OUTLETS CONCEALED OPEN TOTAL RECEPTACLES CONCEALED OPEN TOTAL 0.30AMPS 31.100 AMPS SWITCHES INCANDESCENT FLOURESCENT&M.V. FIXED 0.100 AMPS. OVER APPLIANCES BELL TRANSF. AIR H.P.RATING H.P.RATINGCEIL. KW-HEAT CONDITIONING COMP.MOTOR OTHER MOTORS AMPS HEAT 0-1 OVER MOTORS H.P. VOLTAGE PHS NO. 1 H.P. VOLTAGE PHS MISCELLANEOUS UNDER 600V OVER 600V TRANSFORMERS: NO. KVA NO. KVA NO.NEON TRANSF. NO I VA I MA I MOTOR SIZE I SWITCH FLASHERS EACH SIGN Updated 5/20/2002 Gw PSC 2000 Series 2410 Log for Personal Printer/Fax/Copier/Scanner City of Atlantic Beach Bui 904-247-5845 Dec 15 2005 9:43AM Last Transaction Date TimeTwe Identification Duration Pales Rtauh Dec 15 9:41AM Fax Sent 96657372 1:11 2 OK yLsj CITY OF ATLANTIC BEACH DEPARTMENT OF PUBLIC WORKS \J 'S11 1200 SANDPIPER LANE ATLANTIC BEACH, FLORIDA 32233-4318 j TELEPHONE: (904)247-5834 FAX: (904)247-5843 SUNCOM: 852-5834 cf >� www.coab.us ,3 FAX MEMO: Fax No: 384-6265 January 17, 2006 Attention: Les Ortega Properties From: Donna Kaluzniak Utility Director RE: 1525 Beach Avenue PA# 05-31419 Les, here is a breakdown of the charges that were not initially noted during the permitting process. As I explained, my department (Utilities) did not realize when computing the fees that the property had been subdivided, and thought this was a rebuild on the 1515 Beach Ave. property. My apologies for this error. The property at 1525 will need the following additional items: ❑ A sewer tap - $2100 ❑ A 1.5" water tap/meter for the main house $1090 Total cost: $3190 Per our conversation, you noted that the fire line will be tied in on the customer side of the large meter, and will not need a separate tap or meter. If there is any change in that decision please let me know. Or City Code requires metering of all newly installed fire lines. If you need any further information or have any questions, feel free to call me or e-mail me at cil aluzniak r)C0ah,LIS. cc: Chris Walker, Conveyance Division Director Shirley Graham, Building Department PREPARED 1/18/06, 10 :39 :25 PAYMENTS DUE RECEIPT CITY OF ATLANTIC BEACH PROGRAM BP820L --------------------------------------------------------------------------- APPLICATION NUMBER: 06-00032042 1525 BEACH AVE FEE DESCRIPTION AMOUNT DUE --------------------------------------------------------------------------- SEWER TAP FEES 1050 . 00 WATER CONNECT/TAP & METER 1090 . 00 TOTAL DUE 2140 . 00 PREPARED 1/18/06, 10 :43 : 58 PAYMENTS DUE RECEIPT CITY OF ATLANTIC BEACH PROGRAM BP820L --------------------------------------------------------------------------- APPLICATION NUMBER: 06-00032044 1527 BEACH AVE FEE DESCRIPTION AMOUNT DUE ------------ --------------------------------------------------------------- SEWER TAP FEES 1050 . 00 TOTAL DUE 1050 . 00 Please present this receipt to the cashier with full payment . ' | ' -o'4^ ' ' F"2�7 ' � ��-�-2!'4^ ,JPPORT REPORT - - - -JOB DESCRIPTION: 55990C WIND CODE: ASCE 7-02 WIND MPH: 120 BLDG TYPE: CLOSED TRUSS TRUSS SUPPORT SUPPORT BEARING BEARING REACT. REACT. MAX WIND DESC SPAN-ft SIZE-in. TYPE XLOC-ft . YLOC-ft . MAX. +# MAX. -# UPLFT. -# G28 21 . 333 5 . 500 WALL 0 . 000 18 . 948 981 -517 G28 21 . 333 5 . 500 WALL 20 . 875 18 . 948 981 -517 ----------------------- ------- ------------------------------------------------- ` Alpine Engineered Products, Inc. 1950 Marley Drive Haines Eity,FL 33844 Florida Engineering Certificate of Authorization Number:567 FloridaCertificate of Product Approval#FL1999 Page I of l Document ID:iSR7235-Z1010144555 Truss Fabricator: Lumber unlimited s Job Identification, 55990C-WI,LCHCRIST CONST. DUVAL COUNTY -- 1515 BEACH AVE. (5599OCI-MIL�LCR S D�1ST•, DUVAI Truss Count: 1 model code `Florida Building_Code Truss Criteria: ANSI/TPI-2002(STD)/FBC µ Engineering Software-- Alpine Software,Version 7.20. a� Structural Engineer of Record or See Below: Address: Minimum Design Loads: Roof - 45.0 PSF @ 1.25 Duration Floor - N/A - ' Wind - 120 MPH ASCE 7-02 -Closed Notes: Seal DaCea�td/W266 .,' " 1.' Determination as to the suitability of these truss components for the "I-," structure is the responsibility of the building designer/engineer of Truss Design Engineer record, as defined in ANSI/TPI 1 James F.Collins Jr. Florida License Number.52212 2. The drawing date shown on this index sheet must Match the date shown 1950 Marley Drive on the individual truss component drawing. Haines City,FL 33844 3. The loads indicated on all referenced girded` trusses r,,consistent with the truss layout` provided by Lumber Unlimited for the above referencedob 'tentiflcation. Loads applied by non-truss elements and basic load parameters are to be reylewed and approved by the EOR/building designer. 4. As shown on attached drawings; the d`rawinO' number is precedediy: HCUSR235 4 No Standard Details Yr ` Nef,... De'cri t.i.atti D;ra'win Atte '434,94t":'t 2, } 1 1111111 11111 1111 1111 1111111 11 IN IHIJ UWb PHtPAHtU tHUM -UPUL L-I 11YPUI (LUAU) 6 UIMLNJIUWJJ JUtlM111to By IKUJJ MIH. (55990C WILCHCRIST CONST. DUVAL COUNTY 1515 BEACH AVE. 628) Top chord 2x4 SP #2 (**) 2 plate(s) require special positioning. Refer to scaled Bot chord 2x4 SP #2 plate plot details for special positioning requirements. Webs 2x4 SP #3 :Lt Slider 2x4 SP #3: BLOCK LENGTH = 1.500' 120 mph wind, 22.04 ft mean hgt, ASCE 7-02, CLOSED bldg, Located :Rt Slider 2x4 SP #3: BLOCK LENGTH = 1.500' anywhere in roof, CAT I1, EXP C, wind TC DL-4.0 psf, wind BC IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: DL-3.0 psf. CHORD SPACING(IN OC) START(FT) END(FT) Deflection meets L/240 live and L/180 total load. TC 52 0.00 21.33 BC 82 0.00 21.33 4X4=- 1. X4=1.5 X 4 1.5X4 5.5 f— 5.5 3X4 3X4 0-7-12 �— 0-7- 1218 11 6 5X6= 5X4(**) = 5X4(**) 10-8-0 10-8-0 21-4-0 Over 2 Supports R=981 U=517 W 5.5" R=-981 U=517 W-°5.5" PLT TYP. Wave Design Crit: TPI-2002(STD) /FBC 7.20.0918 QTY:13 (F`L/ 4/ /E/ Scale =.3125" Ft. **WARNING**TRUSSES REOUIRT EXTREME CARE IN FABRICATION, HANDLING. SHIPPING, INSTALLING AND BRACING. ' T C L 2 D.D P S F R E F R235-- 43494 REFER TO BCSI 1-03 (BUILDING COMPONF NT SAFETY INF ORMATlON). PUBLISHED BY TPI (TRUSS PLATE I%T1 ITUTE. 583 GS••\......L (` D'ONOFRIO OR., IF >00, MADISON, WI 53 219) ANO WT CA (HONG TRUSS COUNCIL OF AMERICA, 6300 ENTERPRISE LN. T C D L 10.D P S F DATE 10/10/05 MAO.SON, HI 53219) FOR SATI TY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SNAIL HAVE A PROPERLY ATTACHED i V RIGID CEILING. = G'2 Z BC DL 5.0 PSF DRW HCUSR235 05283427 **IMPORTANT**F URxtsH A COPY OF THIS DESIGN 10 THE INSTALLATION CONTRACTOR. ALPINE ENGINEER[ ALPINE PRooucrc. INT,. s"Au NOT BE RESPONSIBLE FNR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE 10 BUILD r * * B C L L 10.0 P S F H C-E N G AK/DLJ TRUSS IN CONFORNANCF WITH TPI; OR FABRICATING. MANGLING. SHIPPING. /NSIALLING d BRACING OF TRUSSES. DESIGN CONI pR MS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPEC, 9Y AF dPA) AND TPI. ALPINE : STATE �` CONNECTOR PLATES ARE MA DF OF )0/18/1GGA (W,H/S/K) AS IM A653 GRADE 40/60 (W, K/H.S) GAL V. STEEL. APPLY /�f�'� r' TOT.L D. 45.0 P S F S E A N 110801 PLATES TO EACH FACE OF TRUSS AND. UNIESS OIHERWI SI. LOCATED ON THIS DESIGN, POSITION PER DRAWINGS 16OA Z. �/•` .��0RypPf 'I MT,,T ANY IT 111 Of PLATES FO1 I.0 WED BV (17 SII A I.L RF PER ANNE% A3 OF TPI1-2002 SEC.]. q SEAT ON THIS • • fll OUR R FAC 1.2 5 F ROM L R Alpine Engineered Products,Inc. P D URAWI NO lNDI CA TfS 0.CCEP Tn NCf OF PROF CSS[ONAI (NGINE ER TNG RF SPNNSIRILIIY SOLELY FOR IMF TRIItS COMPONENT X950 Marley DnVe DF SIGN SHOWN TIIE Cl1iIABILIIY ANU IISE OF IRIS COMPONENT FNR ANY BUILDING IS THE RESPONSIBILITY 0V THE AainesCily,FL 33844 ."'HING DESIGNER PFN ANSI rPl T sFc. z. FL Certificate ofAnthorizafioo#567 / 0Ct SPACING 24.0" JREF- 1SR7235_ZIO BC CALL®9.1 DESIGN REPORT - US Monday,October 10,2005 14:09 BOISE, Single 16" AJSTm 20 MSR File Name: 55990: F26 Job Name: 55990 Description: Address: ,� 1515 BEACH AVE. Specifier: City,State,Zip: ,FL Designer: LARRY RUCKEL Customer: WILCHRIST Company: LUMBER UNLIMITED Code reports: ESR-1144 Misc: 1 3 2 s"s z' ,�, �+, 3g Am 60,1-3/4" B1, 1-3/4" 782 lbs 782 lbs Total of Horizontal Design Spans=21-04-00 General Data Load Summary Version: US Imperial ID Description Load Type Ref. Start End Type Value OCS Dur. 1 Standard Load Unf.Area Left 00-00-00 21-04-00 Live 40 psf 16" 100% Member Type: Joist Dead 15 psf 16" 90% Number of Spans: 1 Left Cantilever: No Hole Summary Right Cantilever: No ID Description Center Ref. Width Height Shape 1 07-05-00 Left 12" 12" Circular Slope: 2 10-07-08 Left 13" 12" Rect. OC Spacing: 16" 3 13-10-00 Left 12" 12" Circular Repetitive: Yes Construction Type:Glued Controls Summary Disclosure Control Type Value %Allowable Duration Load Case Span Location Pos.Moment 4172 ft-lbs 67.9% 100% 1 1 -Internal The completeness and accuracy of End Reaction 777 lbs 67.9% 100% 1 1 -Left the input must be verified by anyone Hole#1 Shear 307 lbs 61.1% 44 who would rely on the output as Hole#2 Shear 130 lbs 47.7% 46 evidence of suitability for a Hole#3 Shear 303 lbs 60.2% 47 particular application. The output Total Load Defl. U580(0.442") 62.1% 1 1 above is based upon building Live Load Defl. U797(0.321 ) 60.2% 1 1 code-accepted design properties Max Defl. 0.442" 44.2% 1 1 and analysis methods. Installation Span/Depth 16.0 n/a 1 of BOISE engineered wood products must be in accordance Notes with the current Installation Guide Design meets User specified(U360)Total load deflection criteria. and the applicable building codes.c Design meets User specified(U480)Live load deflection criteria. To obtain an Installation Guide Design meets arbitrary(1")Maximum load deflection criteria. you have any questions,please call Minimum bearing length for BO is 1-3/4". (800)232 before beginning Minimum bearing length for B1 is 1-3/4". product installation. Entered/Displayed Horizontal Span Length(s)=Clear Span+1/2 min.end bearing+1/2 intermediate bearing BC CALC@,BC FRAMER®,BCI@, BC RIM BOARD-,BC OSB RIM BOARD-,BOISE GLULAM-, VERSA-LAM@,VERSA-RIM@, VERSA-RIM PLUS@, VERSA-STRAN D TM', VERSA-STUD@,ALLJOIST@ and AJSTm are trademarks of Boise Cascade Corporation. Page 1 of 1 ~ BOISE'" BC CA-C@ 9'1 DESIGN �onday.October 1[\2OO51�1U �� - �� um�e , Single 16" AJSnw 20 IVISR File Name: 55990: F27 Job Name: 55990 Description: Address: 1515BEACH AVE. .Zip: .FL LARRY RUCKEL Customer: VV|LCHR0T Company: LUMBER UNLIMITED Code reports: ESR,1144 Mino: B0. 1'3/4^ B1'1'3/4^ 260|bs 260|bs Total ofHorizontal Design Spans=0n]1-0O code-acceptedGeneral Data Load Summary Version: US Imperial ID Description Load Type Ref. Start End Type Value OCS Dur. I Standard Load Unf.Area Left 00-00-00 07-01-00 Live 40 psf 16" 100% Member Type: Joist Dead 15 psf 16" 90% Number of Spans: 1 Left Cantilever: No Controls Summary Right Cantilever: No Control Type Value %Aflowable Duration Load Case Span Location Pos.Moment 460 ft-lbs 7.5% 100% 1 1 -Internal Slope: End Reaction 254lbs 22.2% 100% 1 1 -Left Repetitive: Yes Live Load Defl. U12008(0.007") 4.0% 1 1 Construction Type:Glued Max Defl. 0.011, 1.0% 1 1 Disclosure Span/Depth 5.3 n/a The completeness and accuracy Of Notes the input must be verified by anyone Design meets User specified(L/360)Total load deflection criteria, who would rely on the output as Design meets User specified(L/480)Live load deflection criteria. evidence of suitability for a Design meets arbitrary(11")Maximum load deflection criteria. particular application. The output Minimum bearing length for BO is 1-3/4". above is based upon building Minimum bearing length for BI is 1-3/4". ~ properties "'=="'°played Horizontal Span"=a"xp/-Clear Span ' "^"~'.='d""a"'m- "^"intermediate bearing and analysis methods. Installation of BOISE engineered wood products must be in accordance with the current Installation Guide and the applicable building codes. Toobtain onInstallation Guide o,if you have any questions,please call <0U0>282'U7OObefore beginning product installation. BCCALCa.8CrRAMER@.BCM0. BCRIM BOARD"^.oCOGoRIM 8OwRD=.BOISE aLuLAw`". VERSA'LAMO.VERSA-R\M@. VERSA'R|MpLUSm. VERSA-STRAND"". VERSA'8TUD@.ALLJO|ST@and AJO= are trademarks ov K Boise Cascade Corporation. U THIS DRAWING SPECIFIES REPAIRS FOR A TRUSS WITH CRACKED OR BROKEN WEBS. THIS DESIGN IS VALID ONLY FOR SINGLE PLY TRUSSES WITH 2X4 y3• STUD, OR STANDARD CRACKED OR BROKEN WEBS. NO MORE THAN 1 CRACK OR BREAK p T�T� p BROKEN T��? PER WEB AND 2 CRACKED OR BROKEN WEBS PER TRUSS ARE ALLOWED. CR1�CI�IJIJ Old L�1�dK�ly Wi,U CONTACT THE TRUSS MANUFACTURER FOR ANY REPAIRS THAT DO NOT COMPLY WITH THIS DETAIL. REPAIR DErFAIL K (B) = DAMAGED AREA. 0" MIN TO 12" MAX LENGTH OF CRACK OR BREA1N WE'D 1� 1J (S) = (2) 2X4 SCABS, SAME GRADE. SPECIES AS WEB MEMBER. MINIMUM LENGTH OF SCAB MUST BE THE GREATER OF: _ 1. 08" + LENGTH OF DAMAGED AREA (B), MINIMUM Of' 34** ON BOTH SIDES OF THE DAMAGED AREA. OR 2. 80% OF THE ORIGINAL WEB LENGTH. ATTACH ONE SCAB TO EACH FACE OF THE WEB WITH A DOUBLE `\ NOW OF 10d COMMON NAILS SPACED 4" OC STAGGERED. REFER TO NAIL SPACING DETAIL FOR ADDITIONAL NAIL SPACING 34" MIN INFORMATION. NOTE: FIELD REPAIRS MUST COMPLY WITH ALPINE DESIGNS AND B SPECIFICATIONS. 10d COMMON (0.148" x 3") NAILS: 34" MIN — DOUBLE ROW, STAGGERED / S 4" OC + = BACK FACE / �TY-PICALI^ O = FRONT FACE F— I I STAGGER O + O + O + Of- fit I 3-1/2" r O + O 1 0 + O + O t — ' -- — '--WEB 3, STUD. OSPEC ES ARD NAIL SPACING DETAIL THIS DRAWING REPLACES DRAWINGS HC25094073 & 958,849 TRUSS REPAIR tERpF REF WEB REPAIR DAMAGED TRUSSES /GIST DE CAREFULLY EVALUATED TO DETERMINE THC EXTENT Of DAMAGE y� 'PjTT'TC;��Y�, DATE 06/25/99 AND THE FEASTDILIIY TIF REPAIR. IN SOME CASES IE PRUDENT SOLU1IR7 IS TO SCRAP ;(� F•, THE DAMAGED TRUSSES AN RCSUILb. INTERNAL W"FUER DAMAGE AND EXCESS �L i DRWG REPWEBSCO699 NN COECILR SIRCSS fRUH )ENDING ai SHOCK CAMQT BE READILY DEILCIED IHEREFOR(, r ,�y 11 is VITAI. THAI THE TRUSS FABRICATOR AND BUILDING CONIRACTOR CONSIDER TIC 2G0� -ENG MLIi KAR • CAUSE OF INC DANALE IN 11CJR IELISIUM VNETICR TO REPAIR OR REBUILD. / STAGE OF REPAIR VO7X S11WN D/ THIS CRAVING APPLIES CKY 10 11tLY SCC)IONS Q THE )BUSS ' ._ ICA RC PORTED BY lIE T731II IfA1rIf ACfl11ER TO INVC )EON DANAGEIl A UUAL.Ir1ED INIAD PARTY 1NSPELIOR PAALL CHECX 1RUSSIS 10 DETERMINE RE UTENT FF ANY FLCRTH(R DWIAGE. If ANY. ^ _ AND VERIFY THAI REPAIRS HAVE BEEN PLRfORMED AS INDICATED IN IRIS DRAWING SPACING 24.0' Back To Repair Index ^ pw 7 98 Q&F 00 MAILS J417 KIP&M C. PORT. MT",�D—1-11TIl-1 n 1 Q p3c 03 1141; s("s Alo VO 10P COWC WS"M u8s 0i7 (-j ll[Ati ji1j, AS(( 7 I)S, PPP.I I W PLUG. In tAOPO ,tlp Alf-;NL ALI "I in Ea c i3: Y Top Flange Hangers — I-Joists I fasteners'' Allowable Loads' Actual Model Web Dimensions -- ,— --- I-- - - Jalst Stitt Ga Solid Header Uplitt Uplitt DF/SP DF/SCLI Masonry' Size 40. Regd Joist 133 -- PSL LSL DF/SP SPF W H B TF Top Face ( ) (160)1 LVL 1 Joisf ITT39 5 18 29/+6 92/16 2 11/e 4-10d 2-10d 2.104 x1/z 245 285 1450 1300 1450 1615 1200 1050` - -- - - - — - - 1 - 2565 2360 2035 2035 2035 1230 --! 4-16d 2-16d 2-10d xt/z 240 290 ._ _. _ - 2'/z 29/,6 LBV39 5 ✓ 12 2/,6 9/z 2 2/z 2 16d 2-1 Od x1/z - 2335 1950 2335 1765 1435 - y x 9/z W139 5 -- - rt--- --I 14 129/,61 9h 2/. - _ _ ITTM39 5 - 11 18 29,6 95/,6 2 3'/2 I�: 1 1 - - - - - 1545 3 Then 2 Tden 2 10d xt h 225 ! 225 ITT311 25 118 29he 113/1e 2 1 13e 4-10d 2-10d 2-10d x11/2 245 285 1450 1300 1435 1615 1200 1050 c 2'h-29/26 LBV31, 25 —} 14 2-/is 11'/. Zh 2'h 4-16d 2-16d 2-1Od x11/2 240 2.90 25.65 2_360_ 230572635 20.35 1230 - _ v x11'/. - - _ _ - - _ W13 1.25 ✓ f"12 ,I 29/is 11'/a 2 2'/z 2 16d 2-1 0d xt/z 2335 1950 2335 1765 1435 9 14 2/s 11/z 2/.! 2/z 4-1 Od 2 10d 2-1 0d x11/2 245 285 1450 1300 1435 1615 1200 1050 � I 177311 5 '_ 9 ! ' - -_t I� _ _. 2/z 2/,6 LBV311 5 18 Nit 11 As 6 ! -� 2035 1230 1 1 4-16d 2-16d 2-1 Od x11/z 240 I2565 2360 2035 y x 111/2 WI311.5 ✓ 5 1 2-16d 2-1 0d x1 h 225 290 2335 1950 2335 10765 !,1435 g p _ ITTM311.5 18- 29/,6 11/,6 2 13 h 3 Then 2 Tden 2-10d x11/2 225 - - -_-_� 1545 12 29/s 11/i 2 2/z C r ITT311.88 18 29/16 1113/1s 2 19'e 4-10d 2.10d 2.1 Od x1 11z 245 . 285 1450 1 1300 1435 1615 1200 1050 - O 21/2-P9he 14 29/26 112b' 2'/a 2''t 4 16d : 2 16d 2 l Od x1 h 240 290 2565 2360 2035 2035' 2035 1230 - v I x 111/2 LBV311.88 - e 1 ITTM311,88' - 18 29/te 11IAO, 2 3'h 3 Titen 2 Titen 2-1 Od x11/2 225� 225 _ - 1545 - - -- - '— _ 2 h 2/,6 177313 2 h 4-16d 1 2 1 Od 2 1 Od x1'/2 245 285 1450 1300 1435 1615 11200 1050 - 1 r i 9 - 18 29/,6 12'3'+6 2 13'e i 4 - _ __ x 13 LBV313 - 14 129/,6 13 2'/,�' 2 16d 2-1 Od x1 1/2 240 1290 2565 2360 2035 2035 12035 1230 y 177314 - 18 U4j '2 19s 4 10d 2 lOd 2-1 Odxllh 245 285 1A5D ;1300 1435 1815 1200 1050 - oZy2550 :12000 -- �p MI7314 - 16 '/2 25/6 4-16d 2-16d 1;2 10d x11/2 240 290 2550 ;2000 2115 <2400', 1665 1230 LBV314 - 14 1/4 2'h 4-16d 2-16d ' 2-1 Od x11/2 240 290 2565 G 2360 2035 i, 2035 i 1230: - y 2'h 23,6 1 Wl314 ✓ 12 2 2'h �2-16d �2.1 Od x11/2 - 2335�'1950 2335 �1765 1435- y x14 WP1314 ✓ 12 2'h 29 ie 2-16d - ,2-1Od x1'h - - 3635 3320 3635 13255 2600 ' 2030HWI314 ✓ 11 4 2'/2 4-16d - 2 10d xl'h - - 5100 4000 4500 15285 3665 , - - VITTM314' - 18 29/,6 13':/,6!_2 3'h 3-Titen 2-Titen ;2-1 Od x11/2 225 225 = - - - _�1545 2 1 Od x11/2 4175 WM1314' _✓ 12 29/,6 :14� 39/, '2-16dDPLX _- T - - - - 1TT316 16 ! 29/,6 1 1616' 2/z 2/bl - - -- I 1200 1050 18 4-10d 2 tOd 2-1 Od x1 1h 245 1 285 1450 1300 1435 1615 ! 1 7 5 9 / 9 MIT316 2/,6 16 21/4 2 h 4-16d 2 16d 2 10d x11/2 240 290 !2550 2000 !2115 2400 ;1665 1230 1 LBV316 9 ' 1 4-16d 2 16d 2-1 Od xt'/z 24� 290 2565 23602035 2035 2035 1230 = - - -_ 14 .. 2 -, 9 2 16d 4-16d 2 tOd x1 h 245 295 2315 2225 2665 1835 - 1 - 2'/z 29/,6 BI316 - ✓ 12 /+61 16 2/z 1 2/z - 1 x16 W1316 1 - = 2335 1950 !2335 1765 ,1435 ✓ 12 �/,6 t 6 ? 2,h 2 16d 2_10d x1/2 3635 3320 3635 3255 2600 2030 1 11 i 29/,6 16 4 12/z WP1316 ✓ 12 ! 2h6 16 2/z 1 2h6. r HW ✓ 4-16d - 2-1 Od x1'/2 - - 5100 4000 4500 5285 13665 _ -1 - WM1316' J 12 1 29/16 16 3 33+ 1 2 16dDPLJ(I - 2-10d x11/2 - - - - - 4175 MIT318 - 1fi. I T'/+6 18 2'/z 26/16' 4 16d 2-16d 2 10d_x11h 240 290 2550 2000 2115'1400 1665 _1230 J HI?318 - X16 29/is 18 3 2T/e 4 16d 6-16d 2-10d x11h 240 290 2550 2050 2500 3050 1950,^ o LBV318 - 14 AN 18 2'/+ 21h 4-16d: 2-16d„;2-10dA1h 240 290 2565 2360 2035 2035 2035 + 1230 - ', B1318 ✓ 12 2`9/16 18 -2'h 21/2 2-16d 4-16d _2-10d x11/2 245 295 2315-12225 ;2665 1835 . - I - Z 2/2-2lis , , - 1 X18 18 WI318 ✓ 12 29/26 i8 2 '2'h 2-16d _ -2-10d xi h - - 2335 :1950 2335 '1765 1435 - N T -- WP1318 1 ✓ 12 29G• 18 :2lz 2a/i6 2-16d 2-1 Od x1 1h = 3635 ,3320 3635 3255 2600 203 11 29/s 18 4 2'h' 4-16d - 2-10d x11/z - 5100 �4000 4500 ;'5285 3665 HW1318 ✓ _ - - - - - - 7WMI318' .! 12 -29/is 18 .-3 �3�e 216dDPLX 2-1OdA1/2 - _ -l� 4175 9 25/26% 4 16d 2 16d 2 tOd xl'/z 240 290 2550 2000 1 2115 2400 ;1665 1230 - 16 2/161 20 2/z -- L H1T320 - i 16 2/161 20 3 27/8! 4-16d 6-16d 2-1 Od x11/2 240 1 290 2550 2050 12500 3050 1 1950 - - _ _ -- --- ---_- ---- - ---_.. - LBV320 14 r 29/6 20 2'/4 2'h j 4-16d 2-16d 2 1Dd x11/z 240 290 2565 2360 2035 2035 2035 1230 - - J - - _ - - - 1 81320 ✓ I 12 � 299/,61 20 21/2 2'/z 2-16d 4-16d- 2-10d x11/2 1 1835 245 295 2315 2225 I - 2665 � o 2'/z-29/,6 yy1320 ✓ 12 2/16 20 2 2/2 2-16d 1 -_ 2 10d x11/2 - 2335 1950 2335 1765 x 20 -- - - f - -- - --- - -- -- 1 - -- - yVPlgpp ✓ 12 29/,6! 20 2'h 2'/16 2-16d - 2-10d x11/2 - 3635 3320 3635 :3255 2600 2030 _ -- ---- --- --- -- - - -- - - v HW1320 ✓ 11 29/,6', 20 4 2'/z 4-16d - 2 tO x11/z - - 5100 4000 1 4500 5285 - 2/161 - - WM1320'- ✓ 1 12 9 l 20 3 33'< 2 16dDPLX - 2 1Od x1'/z - - t - - - - 4175 WPU2.56/20 ✓ 12 29/,6 20 3 25/,6 3-16d 1 4-16d 6-10d x11/2 485 j 485 4700 4880 1 3650 4165 1 4165 - - See footnotes on page 83. 86 PERMIT WORKSHEET ficate of Occupancy 2111 Job Address: Type Work: 152.7 Tf,4c# f Ve Property Owner: Phone # &rf-go-, hz e, Contractor: G �� a� �mhhe # / Permit#: D _ ,L� Date Issued: A4E Building Inspections: �f/i D Footing Pot Olt Slab 1,q. 0 i q' Tie Beam Lintel Nailing / Sheathing Framing / Cover Up Insulation Final Building Tree Permit# [— - /��/ YES NO Electrical Permit# Z D p Z Date/Cop to a e tia° — JEA Temp, Pole Permit# f7�, .31-114 I� ,r , Date/Copy to `I 6JEA Temp. Power Letter Received: YES NO Inspections: Rough Electric Released to JEA Temp. Power Released to JEA Temp. Pole Released to JEA Final Released to JEA Mechanical Permit# Inspections: Rough Final (� umbing Permit# O�E- 3i 0 40 _ Inspections: Rough uneer5i.b 7. 0& Topout Water/Sewer Final age Inspection: 'mit# Inspections: Steel Final Grounding Final F� rtit# Faded ctions: Nailing /Sheathing Final is: Date Paid: Date Paid: a CITY OF ATLANTIC BEACH J 800 SENHNOLE ROAD ATLANTIC BEACH,FL 32233 +, INSPECTION PHONE LINE 247-5826 Application Number 06-00034382 Date 12/06/06 Property Address . . . . . . 1525 BEACH AVE Application type description MECHANICAL ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 ------------------------------------------------------- -------------------- Application desc 3-c/u's, 3-a/h ---------------------------------------------------------------------------- Owner Contractor ------------------------- ------------------------ ENVIRONMENTAL A/C SERVICES, INC Q/A:STALLS, HOWARD KENNETH JR 8110 CYPRESS PLAZA DR. STE. 106 JACKSONVILLE FL 32256 (904) 279-0030 ---------------------------------------------------------------------------- Permit . . . . . . MECHANICAL PERMIT Additional desc . . Permit Fee . . . . 167 . 00 Plan Check Fee .00 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 6/04/07 ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 167. 00 167 .00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 167 . 00 167 . 00 . 00 .00 PERMIT IS APPROVER ONLY IN ACCORDANCE WITH[ALL CITY OF ATLANTIC BEACH ORDINANCES AND TIRE FLORIDA BUILDING CODES. CITY OF ATLANTIC BEACH MECHANICAL PERMIT APPL CATION Date: Property Address: Owner: 4e G I C-S -Z 4 Telephone#: Contractor: U(�Dy✓ _ in,, Telephone#: rel Contractor Address: old 1'ess q-zC-L- oy- s;,/P Fax#: �v40 Contractor Signature: In consideration of permit given for doing the work as described i e above statement,we hereby agree to perform said work in accordance with the attached plans and specifications which are a part hereof and in accordance with the City of Atlantic Beach ordinances and standards of good practice listed therein. Type of Heating Fuel: If other construction is being done on this building or site,list the building permit number: lectric Gas: _LP Natural _Central Utility ❑ Oil ❑ Other—Specify, MECHANICAL EQUIPMENT TO BE INSTALLED NATURE OF WORK Aeat _Space _Recessed /-Central _Floor Residential ir Conditioning: RooT XCentral Duct System: Material e/e—/Thicknessj�X_ ❑ Commercial Maximum capacity 3 cfin L3 Refrigeration X— New Building ❑ Cooling Tower:Capacity gpm ❑ Existing Building ❑ Fire Sprinklers:Number of Heads ❑ Elevator: __ Manlift Escalator (Number) L3 Replacement of Existing System (3 Gasoline Pumps (Number) ❑ Tanks (Number) ❑ New Installation ❑ LPG Containers (Number) (No system previously installed) ❑ Unfired Pressure Vessel ❑ Extension or Add-on to Existing System ❑ Boilers ❑ Gas Piping ❑ Other-Specify ❑ Other—Specify LIST ALL EQUIPMENT AIR CONDITIONING,REFRIGERATION EQUIPMENT&CONDENSOR'S Approving Number Units Description Model# Manufacturer Ton's Agency -rwz3o� HEATING—FURNACES,BOILERS,FIREPLACES&AIR HANDLER'S Approving Number Units Description Model# Manufacturer BTU's Agency 7-4vG D3/ �<?�19N� TANKS Nominal Capacity Type Liquid Serial Approving How Many &Dimensions Contained Manufacturer No. Agency 800 Seminole Road•Atlantic Beach,Florida 32233-5445 Phone: (904)247-5800• Fax: (904)247-5845• http://wivw.ci.atiantic-beach.fl.us Revised 1/04 PERMIT WORKSHEET 16'k Certificate of Occupancy Job Address: Type Work: i�Z S QA N Y,1!5 /I 6&) �2- Property Owner; 7rog4A 77�J In e- Phone # Contractor: �.�C�r/•ST• CO n, q„/ Phone # Permit#: Q� 3 ,1 0 Date Issued: 0 Building inspections: �g5�p Footing Slab a °I Tie Beam Lintel Nailing / Sheathing Framing / Cover Up Insulation Final Building Tree Permit# 0 3/S-8/ YES NO Electrical Permit# ` zDate/ Copy to f 7 3 � JEA Temp, Pole Permit# Date/ Copy to 1171-7 JEA �Z • I�. O� Temp. Power Letter Received: YES NO Inspections: Rough Electric _ Released to JEA Temp. Power Released to JEA Temp. Pole Z - /4/_,0 5"• Released to JEA �Ax�b FiwAi6d /2•/f a Final Released to JEA Mechanical Permit# Inspections: Rough Final Plumbing Permit# p Inspections: Rough / Underslab J. 2-7. 0 Topout Water/Sewer Final Drainage Inspection: [^ Pool Permit# Inspections: Steel Final Grounding Final Roofing Permit# Inspections: Nailing /Sheathing Final Fire Inspection: Failed Inspections: Date Paid: Date Paid: -S �� CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD r ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 06-00034510 Date 12/29/06 Property Address . . . . . . 1525 BEACH AVE Application type description MECHANICAL ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 ---------------------------------------------------------------------------- Application desc RESIDENTIAL FIRE SPRINKLER SYSTEM ---------------------------------------------------------------------------- Owner Contractor ------------------------- ------------------------ OWNER ---------------------------------------------------------------------------- Permit . . . . . . MECHANICAL PERMIT Additional desc . . Permit Fee . . . . 35 . 00 Plan Check Fee .00 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 6/27/07 ----------------------------------------------------------------------------- Fee summary Charged Paid Credited Due --------------- ---------- ---------- ---------- ---------- Permit Fee Total 35 . 00 35 . 00 . 00 . 00 Plan Check Total . 00 .00 . 00 . 00 Grand Total 35 . 00 35 . 00 . 0.0 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE VdTH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. CITY OF ATLANTIC BEACH MECHANICAL PERMIT APPLICATION Date: Property Address: S eqC k AV e. Owner: 04Z];fe;e� PRdoleki)44 Telephone#: Contractor: Rge- :�P1ern KMIC Se.y:crS Telephone Contractor Address: 2-q5y "? es ed. Fag#: '743 Contractor Signature: _ 401 In consideration of permit given for doini the work as described in me move statement,we hereby agree to perform said work in accordance with the attached plans and specificati which are a part hereof and in accordance with the City of Atlantic Beach ordinances and standards of good practice listed therein. Type of Heating Fuel: If other construction is being done on this building or site,list the building permit number: ❑ Electric ❑• Oil Gas: LP Natural _Central Utility 65-- 311111 ❑ Other—Specify MECHANICAL EQUIPMENT TO BE INSTALLED NATURE OF WORK ❑ Heat _Space _Recessed _Central _Floor ie Residential ❑ Air Conditioning: _Room _Central ❑ Duct System: Material Thickness ❑ Commercial ❑ Refrigeration Maximum Capacitycfm &-'N ew Building ❑ Cooling Tower: Capacity m L3 Existing Building 1�Fire Sprinklers:Number of Heads �! ❑ Elevator: _- Manlift Escalator (Number) ❑ Replacement of Existing System ❑ Gasoline Pumps (Number) ❑ Tanks (Number) Q- New Installation ❑ LPG Containers (Number) (No system previously installed) ❑ Unfired Pressure Vessel ❑ Extension or Add-on to Existing System ❑ Boilers ❑ Gas Piping ❑ Other-Specify ❑ Other-Specify LIST ALL EQUIPMENT AIR CONDITIONING,REFRIGERATION EQUIPMENT&CONDENSOR'S Approving Number Units Description Model# Manufacturer Ton's Agency HEATING—FURNACES,BOILERS,FIREPLACES&AIR HANDLER'S Approving Number Units Description Model# Manufacturer BTU's Agency TANKS Nominal Capacity Type Liquid Serial Approving How Many &Dimensions Contained Manufacturer No. Agency 800 Seminole Road•Atlantic Beach,Florida 32233-5445 Phone: (904)247-5800• Fag: (904)247-5845• http://www.ci.atiantic-beach.fLus Revised 1/04 ***THIS BEUUMtJ H KtULIFI A ILK VHL1UHIlUIV.LhLUQ) (,KLUIILU SUBJLUI IU rillhL r iriuvi MIKE HOGAN TAX COLLECTOR GENERAL OLLECTIONS RECEIPT. CITY OF JACKSONVILLE, DUVAL Cqt gan, ra:; Collector l ty of f acksonv llefrtiF`al Co ACCOUNT NO: 00001270606 DOCUMENT NO: �jel # T �0 '-2 2 006 Date ft;29/20 6 RECEIVED OF: FIRE SPRINKLER SERV I ADDRESS : Awfount IGO.GOCK DESCRIPTION AMOUNT FIRE MARSHALL FEE FOR SERVICES PROVIDED 100 . 00 gTLANTIC BEACH PLAN REVIEW Total : 100 . 00 IRAN CODE: 701 INDEX: FRFP159FI SUBOBJECT: 34222 GL-ACCT: SUBSID: aRANT: GRANT-DTL : 'ROJECT: PROJ-DTL : USERCODE: MAK/Ar. 6. 2008!: 3:57PM NeninsLdar Nest FAX No, M 3U bH� No. 0503 F. P. 5 INVOICE /� PLEASE R6M1T FPOM THIS INVOICE R++W T ASTATEMENTWILLNOT BE MAILED kcoL P.O.DRAWER r: �f97M 1 QAC I cvPA. 3`1-000140 OVER so 11 IACKSONV,LLE. FLORIDA32M SNS, PHONE:$60-301 LLE. /y / $TOP DAY TYPE DATE ACGT.NO. JC>Ia S.S PQ PREV10Us DUE c,�� .r� TYPG smviCE � I/Q r A YHIs SERVICE )gr-'��" / —� PEST �//� �) Z-< ID 0�e-it 4u4DAWN ' z `t f(� OTnER TIME t OUT� PAYMENTS DATE L CK41 In, IMOT A) / PAID CASH GK AMOUNT DUE t v d LOW /r/ 'r � Gti / � 114%PER MONTH ,e�PER ANhU►rn IN EST CUSTOMER SIGNATURE TECHIWC,AN SIGNATURE ctimae0 ON ALL, �o OAYS PASTDUe, OPFlCE COPY MAR/UMar. 6. 2008?: 3:52PM Peninsular Pest FAX No, M 38S 5U99 No. 0503 P, P. 4 INVOICE PLEASE REMIT FROM TMS INVOICE ASTATEMENTWILLNOT BE MAILED: L RO,DRAWERP �f � 1 aoOVER1at) i JACKSC#�OLLIE, FLOR(O t'CAM! IIIc. PHONE:919-3481 STOP DAY TYPE OATS ACCT.NO � 3 -( �w PAEv1OU5 TYPE SeRYIGE TH(8"Mv _4W4 � flux h /�vE `�► r� OTHER / yr LIME hN SIJ WT PAYMENT6 ��F ,� / DA CK4 INTBREST AUw PAID CASH CK AMOUNT WE r • td,%PER ANNIM INTEREST COWER TE AN SGNATURE CHARGED aALHPMUPER DAYS PASTOVE, OFFICE COPY INVOICE PLUM oWwY FWm THIS fWcIce' ASTA1'E►�P.HTWILLNOT 8E W11LE0 P.O.ORAVVM F � _ - �p CMS 31 6t-a0 OVER 80 JAGK$ONVIUX-. FI. fDA3UO3 �- MIL. Ph+QNL 369 S�9T STDP DIY DTYPE GATE ACCT,NO. 516' 3, 6 Q f N ! a <Orw ,L P1tEv1GU3 DUE T r� YVE'JlaANt[E YIPALE Me er mICE PEST LAWN TIME. I T Q Otrf OTHER PHYTO T5 Ck I pnEREBT Awl PAID l CAs1 CK AMOUNT DUE Nh 9LA MQ 1(LY.PER MWUI41NTER!ZT CUSTOMER SIGNATU f3 WIOAN SIGNArJFW-- WAPPM ON ALL30 DAYS PASTDUE. OFFICE COPY MAK/Umar. 6. 20W: 3:57PM Peninsular east FAX No. M 389 SUSH No. 0503 F. P. 3 ` �� PLEASE aEMrr FROM THIS INVOICE ASTATEMENTWILLNOT BE MAILED P.O.ORAWCR F 3� S ,� c 316140 OVER 00 ILL JACKSONVE. FLORIDA3=3 d !i[T91e IIIc. PHONE:369-3401 SToP DAY TYPE DATE ACG'Y.NO.O- ?J`0 J 6,(93 54 PREVIOUS DUE 11A. Imo+I lI Aoxhom TYPE SERVICE rG4 r THIS 6CAVICE 16/QQ PEST ID &r`7 AVS (,AWN QD OTHER I/G l3�.� TWIN 810 OUT PAVMkNT9 DATE A CKs INTEREST PAID CASH Cl( AMOUNT DUE CUSTOMER SIGNATURE TMHW0AK SIGMA /E FIAT CHECUZ - ✓ DATE OF TREATM44V - Y J NOTIFIED RESPONSIBLE CONTACT PERSON ✓ TFAIAMCIDE NAME: Lam/doe , ✓ TERMIUL E CONCENTRATION. Ott % #FINISHED GALLONS USED: /Qty N ✓. DATE PEWMETRR COMPLETED: J• TERMYTYCIDE NAME: ✓ TERMITICIDE CONCENTRATION_ % #KNISIMI) GALLON§,:VSED: MRK/UiMar. 6. 20081 3:56PM reninsular rest FAX No, yU4 arty bUH No. 0503 N.P. 2 p Peninsular Pest Control Service, Inc. OL 2609 Pb.�yliis Street ►o t Jacksonville,FL 32204 904-389-3491 Contract Number: 71023 Date: Service Plan N For and it consideration of a fee oft r' � Dollars,Peninsular Peat Control Service,Inc.(the Coarpany)of 2609 Phyllis Street, Jacksonvill3 4 es;o treat a of one far a COMM of 5ubterraneais TtranitW*hucAWe s Formosans)on the promises locatedat :2 /,r+'r'� rt-• (the Property), ownedby r• (tale Cuotomw) and described as Y (abs The Customer agoso to pay the Company upon cmplefion.d9w treatment the sum I it i Milan as follows: Finan co Qhrsxs:Accounts are subject to a fmanse dherge for late p"ea>t computed at a periodic tate of 1,A%per momh(aan anwual pe rcemtage rate of 18*/e) on any vapald balance after due date of stated tame.In ft event it shoWd be necessary to enforce collection of the Semi= Agreement,the Customar agrees to pay all costs of collection,including reasonable atttornoys fix. new k The initial period of the Service Agreemant shall be one year,commencing on the date of this Sea" wo fit,c ontingsat upon the Teo*of the fiat payrtteat as listed above.It is agreed and msdasttood thatt at the vViratiocn of the ane year Service Ageemant,the Cuctanw, with mutual coaoseot,racy take advantage of the yearly service policy otlbaw as a part of this�,and subject to all of the teens of this •greern�for nine(9)a Umol years,by paying the Campany the annual renewal fee of S Dollars each year within thirty days after each anniversary date of this ageennent_The Cofapaglr reserves the right to ere tat the yearly mewdjbe as o'r#*See rd(21' or orgy .rubsequenr year by g v1Wg ddwxnce wrinen anodes. Repair and Rctreafinent IsEdce Man,The Company opou recut of that:a uaW renewal fee in full attests that said Struebm will be inspected annually. Should visible active Subtennumm Te:tmite:s*be found,the iCoanpany will r**W do h bested area atno additional eostto the Casttener. Any naw damage caused by ra-infestedo n of subtatranan txmites*arra the lniW traftmerR,and rcinqmcdoa diaolusea vLv4sL sot!*,luring subterranean tarn w*,the Company shall poke such repairs atndlor ttplaaxnads to tate Sttudom vexed by this Setvbe Agreement a maybe notessayto remedy such now damage at no additiowl cost to tam Catome r up to s mWmean Oft S?1,'o o as kng ars thta service Plan ru nahu ip tlbm Thu:Company shell be responsible for repabs and/or npl acemats only whet a» nder our supervision and coatrol,unless the Company shall tin waw authorize Sue Customer to make the necessary mpaira st the expftm of the CampaW. le amet:OnrtogosdbWforbamagas skafttem wbetSebarreneas Tanaitemfiarsta*waresappor tdbymo6su ejretraarogjkaks, ,plumbing k k,*"&or araobsure abovd ground lerA ersdfor wood k#dkod comber ninth sod In aero ass:wM tate Compnny lbs trespmulble for damages to hardwood floors oa slab. Taw Company's kabllity for kVWr shall act eaeW the anovint stated above as the aggregate. The company adiall have so ftabWW aahosld the Customer n0 ase to penolit sexes to tka covered 3tfnretatres for rorbsapectioaaa as d te. seevkes is tk1llllllag the term and conditions of the Agareemerat.The Castwer agrees to notify the Compsry of*)q adil"es or structural changes to eYisfhag treated strnohires ftd lttttlrer agates to pay forany additional soil poloosing that may be deemed necessary to prevaeat say f re4afestatiom. If the purebaser faik to eomply,fhia Service Agrwneot Its to alaxted sad the Catep ny bas as eblita►tlolt to the Ccastoamr, &affre 4hgMWtar-Ihis amt shall consist ofthis SeMce Amt,the diagsannuatic ia>spation report,amt rho s Boaded Contra)Xgwir Coverage ad covtn only those buildings described as the Sfruetcare above No other represemtaatioaoa,oral or otherwise shall be binding can the parties hereto. &ft:Those penams to the household who way be rewitrve to ohemleak or odors should co?wdrwh*Awip rkcor prior m rrmiment b ft pea*med Only Epic,reegaten d the mkols she be gest in accordance with label dYmcdonr r)ts'e coff=011 SZRVICR,DHC. ' Siened aad Accepted: gate 1.3Dam Nang tJf�'�� eK Company Representative Mal . _, OAY— ci,ylmr";�WZip Code 7-ZID IP 4ro-cousbution 0 Post-construction TW*"c � {'O 1 : Notice of t afmtat abduced at �� )'iG 94 Ail) I : Re*a" Mar. 6. 2008 3:56PM No. 0503 P. 1 1021 OA Sweet MI'dInd a JacksonvUle,Florida 32204 Telephone: (904)384-6260 Facsimile: (904)384-6265 Facsimile TO: ...,,J i t' y...................... .................................. FAXNUMBER: ......................................................... FROM: ... .... .......................................... DATE: ......................................................................... PAGES: .... .......................................................... ( —Pago SUBJECT:............................................................................................................................................................................_..................... .......................................................................................................................................................................................................................... PREPARED 3/05/08, 9:03:00 INSPECTION TICKET PAGE 2 CITY OF ATLANTIC BEACH INSPECTOR: MIKE SONES DATE 3/05/08 -- - --- - ---------------- ADDRESS ----- -- -ADDRESS . : 1527 BEA-SP. AVE SUBDIV: TENANT, NSR: DETACHED GARAGE AND APT CONTRACTOR WILCHRIST COMPANY PHONE (904) 381-0103 OWNER ORTEGA PROPERTIES PHONE PARCEL - - - APPL NUMBER: 06-00032045 SINGLE FAMILY RESIDENCE -- --- - -- --- ----- ---------- ------`-------- PERMIT: BLDG 00 BUILDING PERMIT REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS ------.._------- ---------------------------------------------------------- 99 01 6/05/07 DH BD WALL SHEATHING TIME: 17:00 6/07/07 AP les 666 4945 13 01 10/31/D7 NS BD FRAMING TIME: 17:00 11/01/07 DP Clyde 238 2341 SEE NOTES ON PLANS 13 02 11/02/07 DA BD FRAMING TIME: 17:00 / 11/02/07 AP FRAMING, ROB, 759.9211, CALL CLYDE IF YOU NEED ANYTHING, f 238.2341 •/ffJ+j 15 Ol 11/06J07 NS BD INSULATION TIME: 17:00 13/06/07 AP INSUALATION, ROBE 759.9211 OR CLYDE 238.2341 16 01 3/05/08 BD CERTIFICATE OF COMPLETION TIME: 17:00 robb smith after fpm if possible ----------------- - COMMENTS AND NOTES -------------------- --- - - FIRE SPRINKLER SERVICES, Inc. FACSIMILE TRANSMITTAL SHEET 1rROM; Robb Smith Judd Mickley COMPANY: DA'1'K: Midland Group 10/10/2W5 FAX NUMRIiIA TOTAL NO.OF PAOVS INC,, .11bjNk,Vt)Viilt; 384-6265 2 I'IIUNF'NIIMIU;R; SIsNl)IiR:S 1>llONh NIIMAI:.t: 384-6260 (904) 743-3220 RE! SI".NDER'S}AX NUMBkilt: Atlantic Beach Residence (904)743-7522 0 11R(il'.NT ❑VOR RIW11"W ❑ N-HASE COMMENT ❑ PI,I;ASI:Rli:'J.Y ❑ PLEASE, t N W stems !nsections Re a'rs a d Servic ss 2454 Ro gero Road,JacLonville Florida 32211 P.O. Box Ill 71.12cksonvalle, FL 32239 Phone: 904743-3220 Fax: (904) 743-i 522 ire Sprinkler Services, Inc. October 10, 2005 Mr. Robb Smith Ortega Properties, Inc. 1021 Oak Street Jacksonville,FL 32204 Dear Robb: RE: New Beachfront Residence—Atlantic Beach, FL Specifications for Pennitting Please let this letter serve as notice that Fire Sprinkler Services, :nc., has an agreement with Otega Properties, Inc., to complete the sprinkler system at 1515 Be ich Avenue, Atlantic Beach, Florida. The now work will consist of installing a wet pipe sprinkler systen, conforming to NEPA 13D. Therefore, as permitted by Florida Statutes chapter 633, an En,gino,,r of Record is not required. Fire Sprinkler Services, Inc., will be the installing contractor. The existing water supply will be taken from the potable water suPp y as allowed by NFPA 13D. Hydraulic calculations and shop drawings will be submitted during review of the fire sprinkler ponnit. All design will conform to NFPA 13D. If any further information is needed,please contact me at 743-3220. . /Sincerelickler dent CC#92457100012000 S" Systems Inspections. Repairs and Se rvices 2454 Rogcm Road*]aakwnville.Florida 32211 P.O.Boys 11171,Jacksoi ville,Florida 32239 phone: (904)743-3220 Fax: (904)743-7522 Or visit our website at www.fssi.cc 0Q�ie�9 I��o O�yp iega Propeirt� a i a 3 October 21, 2005 Via: Facsimile City of Atlantic Beach Public Utilities Department Attn: Donna Kaluzniak 1200 Sandpiper Lane Atlantic Beach, Florida.32233 RE: 1525 Beach Avenue,Atlantic Beach Dear Donna: The purpose of this letter is to acknowledge that we received your fax dated October 19, 2005 and to confirm that we will abide by the eight requirements listed. I have a copy on file and I have sent a copy to the architect and to our superintendent. I have also sent a copy to Judd Mickler, Vice President of Fire Sprinkler Services. Judd informed me that the fire line will be connected to the metered, residential water service line; as specified in item#2 on the fax. If more information is required or if you need a statement from Fire Sprinkler Services, please let me know. Thank you for your patience and assistance on this process. Sincerely, N& Robb S* mi President Ortega Properties 1805 COPELAND STREET JACKSONVILLE, FLORIDA 32204 (904) 384-6260 FAX (904) 384-6265 HP Officejet 5600 series 5610 Personal Printer?Fax/Copier?Scanner Log for Building Department (904 ) 247-5845 Nov 10 2005 2: 35p Last Transaction Date Time Type Identification Duration Pages Result Nov 10 02: 34p Fax Sent 52475843 0: 52 1 OK CITY OF ATLANTIC BEACH c BUILDING /ZONING DEPARTMENT D. Fo 'Pu) j l 800 Seminole Road S. Doerr±Uggins P Atlantic Beach,Florida 32233 (904)247-5800 (904)247-5845 Fax www.coab.us PLAN REVIEW COMMENTS Permit Application # Oc5— �5( 4 ( q Property Address: 1595 6YO-Ch Q vena Applicant: 7ht L61 01 n4oarid Project: Kc Lk) 1 Ucnj KC This permit application has been: Approved 0 Reviewed and the following items need attention: _. a �1 Please re-submiA- - icati hen these items have been completed. Reviewed By: _ Date: 1�'z �S / Date Contractor otiied: rs`'''fJ CITY OF ATLANTIC BEACH S� PUBLIC WORKS DEPARTMENT 1200 Sandpiper Lane Atlantic Beach,Florida 32233 (904)247-5834 ;1 (904)247-5843 Fax www.coab.us PLAN REVIEW COMMENTS Permit Application # noel � 1 q Property Address: (�� Applicant: Project: Your application is approved as noted by the Public Works Department. Final application approval must come from the Building Department. ❑ Your permit application has been reviewed by the Public Works Department and the following items need attention: APPROVED 11/3/05 with notation: Post development topographical survey required to document as buiit condition must be submitted be ore requesting Certificate of Occupancy inspection. Please submit these requirements to the Public Works Department, 1200 Sandpiper Lane, Atlantic Beach, FL 32233 in order that we can approve your application. If you have any questions,please call (904)247-5834. Reviewe Rick er, P.E., Public Works Director Date —tet 3 SignatuIV Contractor Notified Date p5' CITY OF ATLANTIC BEACH r BUILDING PERMIT APPLICATION (New/Residential & Commercial) Date: 7Y(� Job Address:_ �S^� /�I Ve Owner's Name: Ql"f` PraO'A., "S mac- Address: 11 0alj S Phone: /6y, 3n re�0 Legal Description: Block Number: Lot Number: Zoning District: Contractor: —lit- b.l alGkrOL cohar>k.Av State License Number: C-15-60'6Q.4 Address: f Q,aT l 664 64 Phone: T15r/ f w City: State: L,Zip: Fax: �0 3 i.4S Describe proposed use and work to be done: _ Adac 1US;GIt. J l><7W 4,1 loe C�yr'ht Present use of land or building(s): DAY6J Valuation of proposed construction: 00 Is approval of Homeowner's Association or other private entity required?A If yes,please submit with this application. Will this project involve changes in elevation,site grade or any use of fill material,addition of 5% or more to the original imp;NO. on area or the removal of any trees? Applicant certifies that no chane in site rade impervious area or fill material will be used on this PP g grade, P project. ❑YES. See Step 2 below. Approval of the Public Works Department is required prior to issuance of a Building Permit. ❑ Applicant certifies that no trees will be removed for this project. ES. Removal of Trees will be required for this project. TREE REMOVAL PERMIT IS REQUIRED. Tree Removal Permits to be reviewed by the Tree Conservation Board,which meets two times each month. Procedure: In order to expedite issuance of permits, please follow all steps and provide all information as appropriate. Incomplete applications may result in delay in issuance of permit. STEP 1. Verify zoning designation and proper setbacks for the proposed construction. If you are unsure of this information, please contact the Planning and Zoning Department at 904-247-5826. In order to correctly verify zoning designation, please have Property Appraiser's Real Estate Number available. STEP 2. Contact the City of Atlantic Beach Department of Public Works to determine if a pre-construction or post-construction topographical survey or grading plan is required. (If not required,written verification must be provided with this application.) The Department of Public Works is located at: 1200 Sandpiper Lane,Atlantic Beach,FL 32233 Telephone:(904)247-5834 STEP 3. Submit Tree Removal Application if trees are to be removed or relocated. STEP 4. Please submit Building Permit Application, Energy Code Forms, Notice of Commencement, Owner/Contractor Affidavit if owner is contractor,and four(4)complete sets of construction plans to the Building Department,which is located at the Atlantic Beach City Hall,800 Seminole Road,Atlantic Beach,FL 32233 Telephone:(904)247-5826 800 Seminole Road •Atlantic Beach,Florida 32233-5445 Phone: (904)247-5800 - Fax: (904)247-5845 - http://www.ci.atiantic-beach.fl.us Page 2 Revised 8104 In addition to construction and engineering detail,plans must contain the following information as appropriate for the type of work being performed. Scale of drawings should be sufficient to depict all required information in a clear and legible manner. 1. Current survey showing the property boundary with bearings and distances and the legal description. 2. Location of all structures, temporary and permanent, including setbacks, building height, number of stories and square footage. Identify any existing structures and uses. 3. If required by the Department of Public Works,a pre-construction topographical survey. 4. Any significant environmental features,including any jurisdictional wetlands,CCCL,natural water bodies. 5. Impervious Surface area calculations. Include driveways,sidewalks,patios and other Impervious Surfaces. Swimming pools may be excluded from total Impervious Surface. 6. Provide drainage plans. 7. Provide erosion and sediment control plan. 8. Any other documents requested by Building Dept.,Planning Dept.,Public Works and Public Utilities. Address and contact information of person to receive all correspondence regarding this application(please print). Name: &bb Smi4 Mailing Address: lo�,I nd / Telephone: Id. �1 W Fax: 904.3b�/6"5 E-Mail: r3 m, r•N ty � /AZO, olG x m I hereby certify that I have read and examined this application and attached documentation and know the same to be true and correct. All provisions of the laws and ordinances governing this type of work will be complied with, whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any federal,state or local rules,regulations,ordinances,or laws in any manner,including the governing of construction or the performance of construction of the property. I understand that the issuance of this permit is contingent upo a abo ' formation being true and correct and that the plans and supporting data have been or shall be provided as required. Signature of Owner: Date: �d AS TO OWNER: Sworn to and subscribed before me this day of DC-A--4,� ,2005 State of Florida,County of Duval--------------- ----- \ ,, TINA J.WILLIAMS Notary's Signature: yr--C—tet( Y� t _. MY COMMISSION#DD289988 ??� c EXPIRES:February 13,2008 ® Personally known Bonded Thru Western Surety Company ❑ Produced identification Type of identification produced Signature of Contractor: /� Date: AS TO CONTRACTOR: Sworn to and subscribed before me this day of DC—Eo\acr ,2005- State 005State of Florida,County of Duval ..a. Notary's Signature: [ Y� E� -t..4e-7- A J.WILLIAMSMAISSION#DD289988 , Personally known `' 7. 18 ❑ Produced identification u uvesten ourety Cornpany Type of identification produced 800 Seminole Road •Atlantic Beach,Florida 32233-5445 Phone: (904)247-5800 - Fax: (904)247-5845 - http://www.ci.atlantic-beach.fl.us Page 3 Revised 8/04 NOTICE OF COMMENCEMENT State of Flurtdv— Tax Folio No. County of Dt�►v�Q To Whom It May Concern: The undersigned hereby informs you that improvements will be made to certain real property, and in accordance with Section 713 of the Florida Statutes,the following information is stated in this NOTICE OF COMMENCEMENT. Legal Description of property being improved: RGYk 6z Address of property being improved: Isms' hocA A/Cnye General description of improvements: U41 )"416 t56d 6me Owner: C�fl�tta� L, 1+•`re.S —�nG Address: Ictal &tk5 c(caohu//TF� 3;LOy J Owner's interest in site of the improvement: Fee Simple Titleholder(if other than owner): Name: / Contractor: ( A L/i 1Ckr,%f "' V Address: 1U�-I GGLk 51�r 7� �fi3�-11q Telephone No.: Fax No: 9O y 3 W. fp a(S Surety(if any) Address: Amount of Bond$ Telephone No: Fax No: Name and address of any person making a loan for the construction of the improvements Name: Address: Phone No: Fax No: Name of person within the State of Florida, other than himself,designated by owner upon whom notices or other documents may be served: Name: &n Shim[ Address: tov Oak S-�-c•w, 7ack5ontiA, Ft. 3a k-y Telephone No:9Fax No: U 3 646 In addition to himself, owner designates the following person to receive a copy of the Lienor's Notice as provided in Section 71.3.06(2)(b),Florida States. (Fill in atwner's option) Name: MA b St"('+A Address: /Oa-/ 0a(i S ird Aar,�,5onOf fi l-.� Telephone No: Fax No: y� 3W.. 6"S' Expiration date of Notice of Commencement (the expiration date is one (1)year from the date of recording unless a different date is specified): THIS SPACE FOR RECORDER'S USE ONLY OWNER Signed: Date: tuI7IoS Before me this -1 day of in the County of Duval,State Tel Of Florida,has personally appeared KXQ,,aiy- \-..�or4•o�.„��Sr. L Notary Public at Large,State of Florida,County of Duval. My commission expires: Personally Known: `F or Q ' W Produced Identification: TINA J.WILLIAmq MY COMMISSION#00289988 EXPIRES:February 13,2008 •AIJ, Bonded Thru Western Surety Company ��V 1 "moo T� r IL �� 0 V 7-N V_tU n'- N U0V10 I cEt O'\ UUUI 00 U c «@ a 00- vis s9 m ME GABLE JOB:5599OG WILCNRIST �09 ---------- LOG:1515 BEACH AVE. v� __-- PLAN:G4R,4GE DESIGNER: LARRY RUCKEL U- J9- ENGINEER OF RECORD TO REVIEW osteo ALL BEAM AND TRUSS ENGINEERING AND SIZE HEADERS, COLUMNS AND - - -— CAPS WWERE NEGESSARY. TRUSS FABRICATOR IUILL NOT BE RESPONSIBLE FOR O REPAfRS RESULTING FROM A TRUSS OR °E -- __ BEAM BEING INADEQUATELY SUPPORTED. U ALL TRUSS PLATES ARE ALPINE PLATES APPROVAL HANGERS ON JOB ARE AS FOLLOWS UNLESS NOTED OTHERWISE wv c ------ __ — APPAPPROVALLICATION ART a �v� - Z - FLOOR JOIST FL4714.334 Io°� Z ° . �� ALL I JOSTS ARE BOISE CASCADE ALLJOIST � `°3 f- -$� - -- SERIES APPROVAL M� CzABLE - --- - — `� 4J5-20 1045.5 �'6 it voQ° W E m `i, CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD e ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5826 X31> ' INSPECTION EMAIL REQUEST: Buildin�dept&gab.us Application Number . . . . . 05-00031419 Date 2/22/08 Property Address . . . . . . 1525 BEACH AVE Tenant nbr, name . . . . . . NEW SINGLE FAMILY RES Application type description SINGLE FAMILY RESIDENCE Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 1500000 Owner Contractor ---- - ------ - --- -- - - - ---- ---- - --- -- -- --- - - - - - ---- ORTEGA PROPERTIES, INC WILCHRIST COMPANY P . O . BOX 12 ATLANTIC BEACH FL 32233 ORTEGA STATION JACKSONVILLE FL 32210 (904) 381-0103 -------- --- - --- - --- -- Structure Information 000 000 - - - - - - - - - - - --- - - -- ---- Construction Type . . . . . TYPE 5-A Occupancy Type . . . . . . RESIDENTIAL Flood Zone . . . . . . . . ZONE X ------- ------------- -- -- ----- --- --- -- -- - ----- --- --- ------ Permit . . . . . . MECHANICAL PERMIT Additional desc . . Permit Fee . . . . 55 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 8/20/08 - -- ---- - ---- - - ------- - - - ---- - -- ---- --- --- - -------- - ------ Fee summary Charged Paid Credited Due ----- --- -- - - -- ---- -------- -- -- - --- - - - - ---------- Permit Fee Total 55 . 00 55 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 55 . 00 55 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. 02/21/2008 11:40 9043876034 WESTERN NATURAL GAS PAGE 02/02 CITY HOL of ATLANTIC86ACH 08-al-7—F] sEMaNOLE rtoAo.An�wnc 9EACM.FL OFFICE:(904)V17-6829 0 FAX NO•:(!M)247.5e45 91 Nt01NO43IRPT000AO.uS MECHAI+ECAL PERMIT APPLICATION DUVAL COUNTY ISast ArE iantic s®ate F 32233 Lc ItyEs PERNT oS- -z^/- o,? 4.NAME: Aoopssslf aFFEFENTFpOMJOSAOOREsa: PHONE oy' T.tJAW OF COMPANY: WE37.t-M /{/�Tu� G-"-r 2 96a Sraeic�c.�, sr. r,t 3zz s o.STAM oRroAuc151aE Naa pY &..Z - Y—p ,,.F Y 12.EMAP ADOMM: Apgkcdbo IS hereby nada to obWn 8 PWn*to do ft wodc and All M*BW- I E>S!*that aA mk VA be perlbnned to nx4g 6e standards of 01 laws regMartkV corowcwn in this pWc&m. This pwm t beoomes Hutt and void if work is not oommenoed%wn ebc(6) months,or ff eor&udlon or work is suspended or abartdorted for a partod d six(6)months at any time ager wwk Is wmmencd. CONTRACTORS g4eeNATURS: • NEW INSTALLATION XNEW P:WSIDENTIAL O MG FLORIDA BUILDING CODE- 0 REPLACEMENT OF EXISTING SYSTEM O EXISTING 0 COMMERCIAL MECHANICAL 0 ALTERATION/ADDITION TO EXIST SYSTEM 0 REPAIR 13 OTF�R 19.NEAT: D SPACE O RECESSED E3 CENTRAL 0 FLOOR BURNERS: 20,AIRCORDI1I MNG: l7 ROOM 0 CENTRAL 21.DU&SYSTEM: MATERIAL: THICKNESS: MAX CAPACITY: dm 22.REFRIGERATION: MAX CAPACITY: CfOn 23.CbOLWG TOWER: CAPACITY: qpm 24.FWIE SPRMIKLER: NUMBER OF HEADS. 25.U"SYSTEM: ELEVATOR MANUFT: ESCALATOR: AUTOLIFT: 26.COMMERCAL HOOD NUMBER; 27.FMPLACE. PREFABRICATED: MASONRY: 21,NUNGATION: a PUMP O WELL O PIPING 29.PRS PIPING: It OF OUTLETS: 0 CCAS AW 0 GAS WATER HEATER: 30.OTHER-SPECIFY: sowr NEATM noun uNFRw PRESIRM VESSEL.HEAT FXCHANBER ORGM M QUM ETC. ALOE FSR OTHER FENS, APPRUVM rNITS. OmmpTm 7MOO&# MAtWACTURER TOMS AGENCY -mill I OF UMftTS Or"PTION MODE.tt MANtJFACI ffmt BTU NUMBER GALLONS MAWFAC URER SERuLle - T. COAS FORM emom:nEVISm IMAM s CITY OF ATLANTIC BEACH M SEMINOLE ROAD t ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 r 1 1 INSPECTION EMAIL REQUEST: Building-deptgcoab.us Application Number . . . . . 05-00031419 Date 1/08/08 Property Address . . . . . . 1525 BEACH AVE Tenant nbr, name . . . . . . NEW SINGLE FAMILY RES Application type description SINGLE FAMILY RESIDENCE Property Zoning . . . . . TO BE UPDATED Application valuation . . . . 1500000 Owner Contractor ------------------------ ------------------------ ORTEGA PROPERTIES, INC WILCHRIST COMPANY P. O. BOX 12 ATLANTIC BEACH FL 32233 ORTEGA STATION JACKSONVILLE FL 32210 (904) 381-0103 --------------------- Structure Information 000 000 ---------------------- Construction Type . . . . . TYPE 5-A Occupancy Type . . . . . . RESIDENTIAL Flood Zone . . . . . . . . ZONE X ---------------------------------------------------------------------------- Permit MECHANICAL PERMIT Additional desc . . Sub Contractor . . WESTERN NATURAL GAS COMPANY Permit Fee . . . . 70 . 00 Plan Check Fee . 00 Issue Date . . . . valuation . . . . 0 Expiration Date . . 7/06/08 ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 70 . 00 70 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 70 . 00 70 . 00 . 00 .00 PERMIT`IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. 02/03/2008 15:54 9043876034 WESTERN NATURAL GAS PAGE 02/02 CITY OF,ATLANTIC BEACH MECHANICALPERMIT APPLICATION.'f 14 . �w�'.. / -- Date: Property Address: Owner. OX716-05- 1 . / O11e3- Telephone#. Contractor: �LC. ='n-,J .,�/M't y �►s Telephone'#:; 005f7-ZW Contractor Address: Z`760 •• ekr.. ,o ST` Fax#: oy .?,f eros^y to of permit Lor doiu�me wak is is etre,.btrre naf wAm4 we%wc4 av=fo wak is with the attacbW puns and•spcaisMtiatt wMA ace a pact hwedand in omwdaam nidi eta C4 of At mdk Bmd adinaaom erne$Nadu*of MO ee Wed 6aein. T"t of RFuel: ]f odter oo mbuctiat is being done an this btuld'ing a site,list the bwldutg permit numbx: Electric 9 O. das: LP .:NtttttraJ _Cetttca�Utletey 05- 3 U Oil to other– . MECHANICAL LQUXPDONT TO BE INSTALLED. NATURE OF WORK Q Hest -.-:Space ^Reacssed —Central ' Floor W1 Residei dal G' Air Conditioning: 'Roost Central 0 Duct System: Material �Thiedote3s 0 Ccfnumdat Iu[aximttnf capacity cftn . 0 Refrigeration 6t' New Builift 0 Cooling Tovrer:-Capacity tiym 0 Exis".m tu'liiing 0 Fite Spfinklers:Number.of Heads ' o Elevator: Mtutli8 F.srslator (Number) .t7 Repb=me w of 8xkdng Systeat c Gasoline Pumps (Nmubex) 0 Tanks (N=ber) t�Ne w htstallfanda 17 LPG Containers (Numb") (No"an *ittatat)cd) a . Unfired Premum Vessel 0 1xtamion or Add-on to Extaaing Sys m o Boilers @� on Piping o Other:9pmafjr 13 Other–Spcc fy LIST ALL UOMENT AAA COMDMOMMC,4 AtA:MGMAIIO?i SQtAlbtZ T&COPfASNBOAtrti Approtiag m aber thrift Dowd0ion mo"tf Maaetl mra Ton's Ageaey AAEATWO—MNACM>tOIIZX%TME"AW it Ant RAM SA'S Apporia6 Ntaaber theles Aesfanption Mom S NtanatitCWU Mrs Ago" TAM Note Dim TC�aad� 9adaJ ADPrarm►a 800 Semxatole Road•Atbtaae&aeb,Ffot'fda 3 233.a S Pbeete:(904)247-4U0!. Fax: Oa4)347.5M• ktt0twww CL*tlftatiabeseLfL L 01/03/2008 15:54 9043876034 WESTERN NATURAL GAS PAGE 01/02 WESTERN NATURAL GAS CO. 2960 SntuM.AM 577M,JACKsc)NVR.6,,FL 322% MEMONE".)3V-MI FAX(W4)W-M www.westemnah r.dgas.c= Fax. To: Cary of�T��e Frorm Pete weaver Fax: 2'y 7— .SrB y.- Pages: 2 (Inchiding this cover) Plow. Z-(/7- .5-926 Date: /- 3- o Lip Re: MC4l,fA f lr cc: 0 Urgent M For Review ❑Please Comment �Ptease Reply ©Please Recycle e Cdnknents: DuGry�,� GAs �pN � �i2 Low /Yo 7,XMK ra /NsMez aa. 6 6Z- �lsyG �c� CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 INSPECTION EMAIL REQUEST: Building-dept(a�,coab.us Application Number . . . . . 08-00000013 Date 1/07/08 Property Address . . . . . . 1525 BEACH AVE Application type description IRRIGATION/SPRINKLER Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 Owner Contractor - - - - -- - -- ---- - -- - - ---- --- -- - - ------- -- --- -- - ---- AMERICAN WELL & IRRIGATION INC 49 ARDELLA RD ATLANTIC BEACH FL 32233 (904) 249-5400 ------------------------ ---- - - ------- -- -- - - ----- --- ----- -- - ---- - -- - --------- Permit . . . . . . PLUMBING PERMIT Additional desc . . Permit Fee . . . . 50 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 7/05/08 ----- ----- ---- -------- ------------ - ---------- - --- - -- ----------- -- ----------- Fee summary Charged Paid Credited Due ---- ----------- -- ---- - - ---- ---- - ----- ------ --- - - - - - - - ---- Permit Fee Total 50 . 00 50 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 50 . 00 50 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. P7h 1` 'r f CITY OF ATLANTIC BEACH _ �+ 800 SEMINOLE ROAD,ATLANTIC BEACH,FL 32233 07 I I I I I OFFICE:(904)247-5826•FAX NO.:(904)247-5845 a BUILDING-DEPT@COAB.US fir`=1� PLUMBING PERMIT APPLICATION DUVAL COUNTY 1 JOB 7ADDD)RE(S�SS::� 2.IS THI$,A,SUB'PERMIT: ' 3.DATE: �1 j 0 NO ✓` 1 `� 4`"�' 0YES PERMIT* Atlantic Beach FL 32233 } 1 I VCS PROPERTY OWNERS' " 4.NAME: 5.ADDRESS IF DIFFERENT FROM JOB ADDRESS: 6.PHONE: ROD sn�A-h lam PLUMBING CONTRACTOR; 7.NAME OF COMPANY: B.ADDRESS.: tt\CM W6 Med 9.STATE OF FLORIDA LICENSE NO: 10.CELL PHONE: 11.FAX NO.-Lo : 12.EMAIL ADDRESS: 13.OFFICE PHONE: 14. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. This permit becomes null and void if work is not commenced within six(6) months,or if construction or work is suspended or abandoned for a period of six(6)months at any time after work is commenced. CONTRACTORS SIGNATURE: 15 NATURE OF WORK: 6. 17. 18:CURRENT CODE: NEW 0'06 FLORIDA BUILDING CODE- RE-PIPE PLUMBING ❑OTHER: 19.NUMBER OF FIXTURES: BATH TUB SEWER CONNECTION BIDET SHOWERS DISH WASHER SHOWERS PANS DISPOSAL SINK DRINKING FOUNTAIN WATER CLOSET TANK FLOOR DRAIN WATER CLOSET VALVE HOSE BIB WASHING MACHINES ICE MAKER WATER CONNECTION INTERCEPTOR WATER HEATER LAVATORY URINALS LAUNDRY TRAY OTHER(SPECIFY): ROOF DRAIN ��' 1U ► �Q w 20.PLUMBING PERMIT FEES: PERMIT ISSUING FEE: $35.00 TOTAL FIXTURES: x $7.00 (PER FIXTURE) +.$35.00 = COAB FORM BLDG03:REVISED:1211212007 >:03:00 INSPECTION TICKET PAGE I yr ATLANTIC REACH INSPECTOR: MIKE JONES DATE 3/05/08 -—_.-ADDRESS 1525 BEACH AVE SUBDIV: �- ------ -- - TENANT, NBR: NEW SINGLE FAMILY RES CONTRACTOR WILCHRIST COMPANY PHONE (904) 381-0103 OWNER ORTEGA PROPERTIES, INC PHONE PARCEL - - - APPL NUMBER: 05-00031419 SINGLE FAMILY RESIDE14CE PERMIT- BLDG 00 BUILDING PERMIT REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS 10 01 8/10/06 LJA ED FOOTING TIME: 17:OU 8''10/06 AP CELL FILL FOR STEEL 17 01 10/26/06 DH BD ROOF SHEATHING TIME: 17:00 10/26/06 AP partial sheathing for wall rob smith 759 9211 WALL SHEATHING APPROVED. SWB'S AND INTERIOR SHEARWALLS TO BE INSPECTED AT FRAMING INSPECTION 17 02 12/07/06 DH BD ROOF SHEATHING TIME: 17:00 11/07/06 CA partial plywood sheathing Robb Smith 759 9211 THIS WAS SUPPOSED TO BE A SLAB INSPECTION 59 01 3/09/07 DH BD FILL CELL/TIE BEAM TIME: 17:00 3/21/07 AE STEEL INSPECTION CONTACT:ROB SMITH @ 759-9211 RREQUESTING AFTERNOON INSPECTION PARTIAL FOR 3RD FLOOR WALLS 1? 03 3/21/0? DH BD ROOF SHEATHING TIME: 17:00 3/21'107 CA wall sheathing partial Rob 7 Smith 59 9211 THIS WAS SUPPOSED TO BE A WALL SHEATHING INSPECTION 99 01 3/23/07 DH HD WALL SHEATHING TIME: 17:06 3/26/07 DP partial wail sheathing Ist floor around doors partial tyvek ROBB SMITH 759 921i 3rd FLOOR SHEATHING NOT NAILED PER PLAN 17 04 3/27'/07 DH BD ROOF SHEATHING TIME: 17:00 3/27/07 CA re inspect sheathing THIS WAS SUPPOSED TO BE A WALL, SHEATHING INSPECTION 13 01 4/03/07 DH BD FRAMING TIME: 17:00 4/03/07 DP - OVERRIDE TAKEN BY SGRAHAM DATE: 04/62/07 TIME: 14:53:16 _ LES 686 4945 1)DRAFTSTOPPING COUPLE LOCATIONS 2)LEDGERS NOT FASTENED PER PLAN 3}STUDS AT SHOWER OVER NOTCHED 4)STRAPS FROM FLOOR ABOVE BENT 13 02 4/12/07 DH BD FRAMING TIME: 17:00 4/13/07 AP * OVERRIDE TAKEN BY SGRAHAM DATE: 04/09/07 TIME: 15:25:32 LES 686 4945 15 01 4120/07 DH BD INSULATION TIME: 17:00 4/23/07 AP * OVERRIDE TAKEN BY CMCKAY DATE: 04/19/07 TIME: 15:37:25 INSULATION INSPECTION CONTACT:LES 686-4945 13 03 11/14/07 NS IID FRAMING TIME: 17:00 11/15/07 AP FRAMING, ROBB, 753.9211, NO OUTSIDE STAIRCASE AS PLAN REFLECTS, CALL ROBB IF ANY QUESTIONS ((t, DELETED SPIRAL STAIRS 97 01 3/05/68 BD CERTIFICATE OF OCCUPANCY TIME: 17:00 robb smith after 1pm if possible -------------------------------------- COMMENTS AND NOTES ----------------------------- 14+ City of Atlantic Beach ' Building Department Certificate of Occupancy This Certificate issued pursuant to the requirements of Section 110.2 of the Florida Building Code certifying that at the time of issuance this structure was in compliance with the various ordinances of the City regulating building construction or use. For the following: Date: March 12, 2008 Contractor: Ortega Properties Address: 1525 Beach Ave, Atlantic Beach, Fl 32233 Construction Type: Residential Occupancy Class: Group R-2 Permit Number: 05-31419 WALT BROWN BUILDING OFFICIAL City of Atlantic Beach j1 Building Department Certificate of Occupancy This Certificate issued pursuant to the requirements of Section 110.2 of the Florida Building Code certifying that at the time of issuance this structure was in compliance with the various ordinances of the City regulating building construction or use. For the following: Date: March 12, 2008 Contractor: Ortega Properties Address: 1527 Beach Ave, Atlantic Beach, Fl 32233 Construction Type: Residential Occupancy Class: Group R-2 Permit Number: 06-32045 WALT BROWN BUILDING OFFICIAL �y ` City of Atlantic Beach Building Department Certificate of Occupancy This Certificate issued pursuant to the requirements of Section 110.2 of the Florida Building Code certifying that at the time of issuance this structure was in compliance with the various ordinances of the City regulating building construction or use. For the following: Date: March 12, 2008 Contractor: Ortega Properties Address: 1525 Beach Ave, Atlantic Beach, Fl 32233 Construction Type: Residential Occupancy Class: Group R-2 Permit Number: 05-31419 WALT BROWN BUILDING OFFICIAL J'I j. t$ City of Atlantic Beach r, Building Department Certificate of Occupancy This Certificate issued pursuant to the requirements of Section 110.2 of the Florida Building Code certifying that at the time of issuance this structure was in compliance with the various ordinances of the City regulating building construction or use. For the following: Date: March 12, 2008 Contractor: Ortega Properties Address: 1527 Beach Ave, Atlantic Beach, Fl 32233 Construction Type: Residential Occupancy Class: Group R-2 Permit Number: 06-32045 WALT BROWN BUILDING OFFICIAL Building, Planning & Zoning Inspection CITY OF ATLANTIC BEACH Department CERTIFICATE OF OCCUPANCY WORKSHEET "N Date Requested: C; .7 Contractor Name: Permit #: o �y�� - (!� d 2 Q 4/5 Property Address: Legal Description: cY�i� b J�&M/'i Improvements to the above-described property have been completed in accordance with the terms of the permit and are certified to be ready for occupancy as: V' Single-Family Residence ❑ Commercial E4--Mer: 0 A-e-0a Lowest Floor Elevation: Required As Built FFE The following must be completed before issuing Certificate of Occupancy: Department Date Notified Date Approved Approved By Public Works .� _ n �✓ ' S -� Public Utilities Building OF Planning Final Survey with FFE es No si All Re-Inspect Fees Paid Yes N Termite Treatment Yes No r `' Graham Shirley From: Graham Shirley Sent: Wednesday, March 05,2008 9:35 AM To: Walker, Chris; Carper, Rick; Kaluzniak, Donna; Clemons, Malcolm; Nodine, Phil; Deming, James Cc: Brugman Kerri Subject: Co 1525 and 1527 Beach Ave Robb Smith w/Ortega Properties is ready for a CO permit#05 314191525 Beach Ave And permit#06 320451527 Beach Ave. Robb Smith 759 9211 Shirley L. Graham Building Permits Clerk Atlantic Beach, FL sgraham@coab.us building-dept@coab.us i CITY OF ATLANTIC BEACH r s 800 SEMINOLE ROAD ATLANTIC BEACH,FL 32233 y INSPECTION PHONE LINE 247-5826 Application Number . . . . . 06-00032040 Date 1/18/06 Property Address . . . . . . 1527 BEACH AVE Tenant nbr, name . . . . . . 3 FIXTURES Application description . . . PLUMBING ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 Owner Contractor - ------------------------ ----------------------- ORTEGA PROPERTIES TERRY VEREEN PLUMBING 2934 POST STREET ATLANTIC BEACH FL 32233 JACKSONVILLE FL 32205 (904) 384-5661 ---------------------------------------------------------------------------- Permit . . . . . . PLUMBING PERMIT Additional desc . . Permit Fee . . . . . 00 Plan Check Fee . 00 Issue Date . . . . 1/18/06 Valuation . . . . 0 Expiration Date . . 7/17/06 ---------------------------------------------------------------------------- Special Notes and Comments THIS REPLACES PERMIT # 06 32035 Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total . 00 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total . 00 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. } BUILDING OFFICIAL CITY OF ATLANTIC BEACH PLUMBING PERMIT APPLICATION Sr Date: Property Address: 2_ 7 B�,P C 4✓, Owner: QrT`�9 a- r0,Pirnlc Telephone#: Contractor: EE Telephone#: Contractor Address: 3 �j ?0 ST Fax#: Contractor Signature: �to Fl ..5 z Z-6 5rt ..5 z Z-6 5� In consideration of permit given for doing the work as described in the above statement,we hereby agree to perform said work in accordance with the attached plans and specifications which are a part hereof and in accordance with the City of Atlantic Beach ordinance and standards of good practice listed therein. Installation of plumbing and fixtures must be in accordance with the most recent edition of the Southern Standard Plumbing Code. Plumbing Type: If other construction is being done on this building or site, New list the building permit number: ❑ Re-Pipe Number of Fixtures: Bath Tubs Showers Closets Shower Pans DishwasLers Sinks Disposals Urinals Floor Drains Washing Machine Lavatory Water Sewer Water Heaters Sprinkler System Other Fees Permit Issuing Fee: $35.00 Total Fixtures: .3 X$7.00 + $35.00= 800 Seminole Road.Atlantic Beach,Florida 32233-5445 Phone: (904)247.5800. Fax: (904) 247-5845. http:/lwvwv.ci.atiantic-beach.fl.us Revised 1/04 ti } �r CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 06-00032041 Date 1/18/06 Property Address . . . . . . 1525 BEACH AVE Tenant nbr, name . . . . . . 35 FIXTURES Application description . . . PLUMBING ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 Owner Contractor ------------ ---- -------- ------------------------ ORTEGA PROPERTIES TERRY VEREEN PLUMBING 2934 POST STREET ATLANTIC BEACH FL 32233 JACKSONVILLE FL 32205 (904) 384-5661 ---------------------------------------------------------------------------- Permit . . . . . . PLUMBING PERMIT Additional desc . . Permit Fee . . . . . 00 Plan Check Fee . 00 Issue Date . . . . 1/18/06 Valuation . . . . 0 Expiration Date . . 7/17/06 ------------- ------------------------------------ --------------------------- Special Notes and Comments THIS REPLACES PERMIT # 06 32035 Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total . 00 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total . 00 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING,V,ODES. a BUILDING OFFICIAL CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 06-00032035 Date 1/17/06 Property Address . . . . . . . 1525 BEACH AVE Tenant nbr, name . . . . . . 38 FIXTURES Application description . . . PLUMBING ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 Owner Contractor --- ----- ----- -- --------- ------------------------ ORTEGA PROPERTIES TERRY VEREEN PLUMBING 2934 POST STREET ATLANTIC BEACH FL 32233 JACKSONVILLE FL 32205 (904) 384-5661 ------- ---------------------- ---------------------------- -------------------- Permit . . . . . . PLUMBING PERMIT Additional desc . . Permit Fee . . . . 301 . 00 Plan Check Fee . 00 Issue Date Valuation . . . . 0 Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 301 . 00 301 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 r Grand Total 301 . 00 301 . 00 . 00 . 00 �bfi DOI PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. BUILDING OFFICIAL CITY OF ATLANTIC BEACH PLUMBING PERMIT APPLICATION r) 06 ;� yr f3,3 Date: Property Address: kcoaCJ 1`jERdVi R\jE Owner: lTGG4� P�pE�1 l EcJ IN3C. Telephone #: OV 2) Contractor: Telephone #: �jZ 'cigia Contractor Address: ) ?)LA t �1 Fax 22- A In consideration of permit given for doing the work as described in the above statement,we hereby agree to perform said work in accordance with the attached plans and specifications which are a part hereof and in accordance with the City of Atlantic Beach ordinance and standards of good practice listed therein. Installation of plumbing and fixtures must be in accordance with the most recent edition of the Southern Standard Plumbing Code. Plumbing Type: /New If other construction is being done on this building or site, list the building permit number: ❑ Re-Pipe o5—cm31 X119 Number of Fixture/Is__:W 9 Bath Tubs Showers 0 Closets Shower Pans r1 Dishwashers Sinks Disposals Urinals Floor Drains Washing Machine X� Lavatory Water Sewer Water Heaters Other Fees Permit Issuing Fee: $35.00 2 Total Fixtures: X $7.00 + $35.00 3S 800 Seminole Road . Atlantic Beach, Florida 32233-5445 Phone: (904) 247-5800• Fax: (904) 247-5845 . http://Www.cl.atiantic-beach.fl.us ` CITY OF ATLANTIC BEACH C� 800 SEMINOLE ROAD 1tJ ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 06-00032045 Date 1/18/06 Property Address . . . . . . 1527 BEACH AVE Tenant nbr, name . . . . . . DETACHED GARAGE AND APT Application description . . . SINGLE FAMILY RESIDENCE Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 Owner Contractor -- ---------------- ------ ------------------------ ORTEGA PROPERTIES WILCHRIST COMPANY P. 0. BOX 12 ATLANTIC BEACH FL 32233 ORTEGA STATION JACKSONVILLE FL 32210 (904) 381-0103 ---------------------------------------------------------------------------- Permit BUILDING PERMIT Additional desc . . Permit Fee . . . . . 00 Plan Check Fee . 00 Issue Date . . . . 1/18/06 Valuation . . . . 0 Expiration Date . . 7/17/06 ---------------------------------------------------------------------------- Special Notes and Comments ALL FEES PAID ON PERMIT # 05 31419 THIS WAS GIVEN A SEPARTE ADDRESS 1/18/06 Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total . 00 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total . 00 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. BUILDING OFFICIAL / ,F CITY OF ATLANTIC BEACH ` 800 SEMINOLE ROAD f I ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 05-00031419 Date 11/30/05 Property Address . . . . 1525 BEACH AVE Tenant nbr, name . . . . . . NEW SINGLE FAMILY RES Application description . . . SINGLE FAMILY RESIDENCE Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 1500000 Owner Contractor ------------------------ ------------7----------- ORTEGA PROPERTIES, INC WILCHRIST COMPANY P . 0. BOX 12 ATLANTIC BEACH FL 32233 ORTEGA STATION JACKSONVILLE FL 32210 (904) 381-0103 ---------------------------------------------------------------------------- Permit . . . . . . BUILDING PERMIT Additional desc Permit Fee . . . . 3745 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 1500000 ---------------------------------------------------------------------------- Other Fees . . . . . . . . . CITY RADON SURCHARGE .46 CAPITAL IMPROVEMENT 325 . 00 STATE RADON SURCHARGE 28 .22 SEWER IMPACT FEES 2500 . 00 WATER IMPACT FEE 1430 . 00 WATER CONNECT/TAP & METER 525 . 00 WATER CROSS CONNECTION 35 . 00 Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 3745 . 00 3745 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Other Fee Total 4843 . 68 4843 . 68 . 00 . 00 Grand Total 8588 . 68 8588 . 68 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING.CODES. BUILDING OFFICIAL CITY OF ATLANTIC BEACH r PERMIT CALCULATION SHEET ��-■1 Date: Address l �23— Heated Square Footage 6 '! @ $ per sq ft $ Garage t Shed @$ per sq ft = $C Carpororch 0 2—@ $ peirso Deck @ $ per sq�5= $ v � Patio @ $ per sq ft= $ TOTAL VALUATION: $ s�-00, 0 6 0 Total Valuation Ist $ Remaining Value $ . per thousand or portion thereof CONSTRUCTION TYPE: TOTAL BUILDING FEE $ ZONING: 6 , ` I zl - + % Filing Fee $ FLOOD ZONE: (1) Fireplaces @ $35.00 $ 3 If*Q IMPERVIOUS SURFACE: �b BUILDING PERMIT FEE $ WATER IMPACT FEE V� ! 3 §EWER IMPACT FEE vX 2TnO " "WATER METER/TAP \,ffi I-- CAPITAL CAPITAL IMPROVEMENT'y .._.. SEWER TAP $ -?) C 02?7.3) RADON HRS .0050 SECTION H PAVING ( ) $ , --CJ - AY�� lriP�� CROSS CONNECTION %,$' 3�` ST(,59v3) SURCHARGE $ -Ppi p o nl'S2 6 n i42- OTHER $ PA'� GRAND TOTAL DUE: $ 00 S 8^ o� BIZ :P fh 3S 'G °C 1/13/03 1 PREPARED 1/18/06 , 10 : 39 : 25 PAYMENTS DUE RECEIPT CITY OF ATLANTIC BEACH PROGRAM BP820L --------------------------------------------------------------------------- APPLICATION NUMBER: 06-00032042 1525 BEACH AVE FEE DESCRIPTION AMOUNT DUE -----------------------------------------------------,-,�-A ------------------ SEWER TAP FEES 1050 . 00 X� WATER CONNECT/TAP & METER 1090 . 00 TOTAL DUE 2140 . 00 Please present this receipt to the cashier with full payment . w w b HP OfficeJet 7410 Log for Personal Printer/Fax/Copier/Scanner Information Systems 904-247-5845 Mar 20 2006 3:34PM Last Transaction Date Time Type Identification Duration Pages Result Mar 20 3:33PM Fax Sent 93846265 0:50 3 OK CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD/BUILDING AND PLANNING °C ATLANTIC BEACH,FLORIDA 32233-5445 Telephone: (904)247-5800 s Fax: (904)247-5845 http://ci.atlantic-beach.fl.us FAX To: Fax#: ��"T• �L/�(Y� From: J�.�, r rl Date: (-0). OKJ•blQ Pages: Re: 1� Jl lY I�'�-�l� Dn�� ❑ Urgent ❑ For Review ❑ Please Reply Notes: t6bb Cd I I W-f) /*-F Wu CCd-I BP821U01 CITY OF ATLANTIC BEACH 1/27/06 Application Fees Maintenance 15:25: 53 Application number 06 00032044 Address . . . . . . 1527 BEACH AVE Position to . . . . . Starting characters Type options, press Enter. 1=Select Amount Previously Opt To Apply Description Applied Paid _ AB CONSTRUCTION SURCHARGE . 00 . 00 CAPITAL IMPROVEMENT . 00 . 00 CITY RADON SURCHARGE . 00 . 00 SECTION H IMPACT FEE . 00 . 00 _ SEWER IMPACT FEES . 00 . 00 _ SEWER TAP FEES 1050. 00 . 00 _ ST CONSTRUCTION SURCHARGE . 00 . 00 _ STATE RADON SURCHARGE . 00 . 00 WATER CONNECT/METER ONLY . 00 . 00 More. . . F3=Exit F12=Cancel BP821U01 CITY OF ATLANTIC BEACH 1/27/06 A Application Fees Maintenance 15: 25: 36 A Application number 06 00032042 Address . . . . . . 1525 BEACH AVE Position to . . . . . Starting characters Type options, press Enter. 1=Select Amount Previously Opt To Apply Description Applied Paid AB CONSTRUCTION SURCHARGE . 00 . 00 CAPITAL IMPROVEMENT . 00 . 00 CITY RADON SURCHARGE . 00 . 00 SECTION H IMPACT FEE . 00 . 00 SEWER IMPACT FEES . 00 . 00 SEWER TAP FEES 1050 . 00 . 00 ST CONSTRUCTION SURCHARGE . 00 . 00 STATE RADON SURCHARGE . 00 . 00 WATER CONNECT/METER ONLY . 00 . 00 - More. . . F3=Exit F12=Cancel BP821U01 CITY OF ATLANTIC BEACH 1/27/06 Application Fees Maintenance 15 :25: 36 Application number 06 00032042 Address . . . . . . 1525 BEACH AVE Position to . . . . . Starting characters Type options, press Enter. 1=Select Amount Previously Opt To Apply Description Applied Paid WATER CONNECT/TAP & METER 1090 . 00 . 00 WATER CROSS CONNECTION . 00 . 00 WATER IMPACT FEE . 00 . 00 . 00 WORK W/O PERMIT BUILDING . 00 . 00 WORK W/O PERMIT ELECTRIC . 00 . 00 . 00 WORK W/O PERMIT MECHANIC . 00 . 00 WORK W/O PERMIT PLUMBING . 00 . 00 Bottom F3=Exit F12=Cancel Fees needed for 1525& 1527 Beach Ave. 1525 Beach 1527 Beach Water Impact $1,430.00 Sewer Impact $1,25J0f 00 $1,250.00 Sewer Tap $1,09 0 $1,050.00 Water Tap & Meter 1 1/2" $1,09D.00 Water Capital Improve. 1 1/2" $1,076!00 Cross Conn. Inspection $35.00 Water Tap&Meter 3/4" $525.00 Water Capital Improve. 3/4" $325.00 Cross Conn. Inspection $35.00 New- Irrigation Meter 3/4" $88$.00 Total Amount Due (blue items) $5,185 Status Paid Under Permit 05-31419 $2500 Paid under Permit 05-31419 Still due under Permits 06-32042 and 32044 Still due under Permits 06-32042 Still due under Permits 06-32042 Still due under Permits 06-32042 Paid Under Permit 05-31419 Paid Under Permit 05-31419 Paid Under Permit 05-31419 ($525+325+35) Not paid CITY OF ATLANTIC BEACH _ 800 SEMINOLE ROAD ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 06-00032035 Date 1/17/06 Property Address . . . . . 1525 BEACH AVE Tenant nbr, name . . . . . . 38 FIXTURES Application description . . . PLUMBING ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 Owner Contractor --- ------------ --------- ------------------------ ORTEGA PROPERTIES TERRY VEREEN PLUMBING 2934 POST STREET ATLANTIC BEACH FL 32233 JACKSONVILLE FL 32205 (904) 384-5661 ---------------------------------------------------------------------------- Permit . . . . . . PLUMBING PERMIT Additional desc . . Permit Fee 301 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation 0 Fee summary Charged Paid Credited Due ---- ------------- ---------- ---------- ---------- ---------- Permit Fee Total 301 . 00 301 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 301 . 00 301 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. BUILDING OFFICIAL CITY OF ATLANTIC BEACH PUBLIC UTILITIES DEPARTMENT 1200 Sandpiper Lane Atlantic Beach,Florida 32233 (904)247-5834 (904)247-5843 Fax www.coab.us PLAN REVIEW COMMENTS �cl ote Permit Application # 05—c::2) 14 i� Property Address: J595 &f-En Q V l nuy Applicant: _711 ryf an 'D Project: Fdq p� Your application is approved as noted by the Public Utilities Department. \ �01ti Final application approval must come from the Building Department. Your permit application has been reviewpd by the Public Utilities Department and the following items need attention:65erd /'/704, 1�e�p, mA4 In eta. ConR�^m Vtof a,(/ comp/1c.('W/V • a - N 'on v s al 3 LJ fv ' Wi Please submit these requirements to the Public Utilities Department, 1200 Sandpiper Lane, Atlantic Beach, FL 32233 in order that we can approve your application. If you have any questions,please call (904) 247-5834. Re • we by Donna Kaluzniak,Public Utilities Director Date ignature Contractor Notified Dateco—,Ked O I A,)b%: CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH,FLORIDA 32233-5445 TELEPHONE: (904)247-5800 T Y FAX:(904)247-5805 ry a SUNCOM:852-5800 http://ci.atlantic-beach.fl.us ' x Date: ��`�� ' AtL S1a-s &*cA A tee T _ sc. �T 333 Dear Property Owner: The costs to connect your building to the City sewer and/or water system are as follows: t» Sewer Tap—Labor and materials to tap into sewer main $ 1 Water Tap—Labor and materials to tap into water main $ 525.00 560.00 Water Meter—Cost of Meter $ Cross Connection Inspection—Inspection by Public Works to ensure backflow prevention $ 35.00 35.00 Sewer Impact Fees—Funds future expansion of the sewer plant $ Water Impact Fee—Funds future expansion of the water plants $ Capital Improvement—Funds for improvements, Expansion or replacement to water system $ 325.00 550.00 TOTAL COSTS $ 885.00 1145.00 If you have any questions concerning these charges, please call the building department at 247-5826. Sincerely, + Don C. Ford Building Official You must supply your own backflow preventer. Graham Shirley From: Kaluzniak, Donna Sent: Friday, June 15, 2007 4:07 PM To: Graham Shirley; 'rsmith@midlanddev.com' Cc: 'ortegaproperbes@comcast.net; Matthews, Carlene Subject: FW: 1525-1527 Beach Ave. Attachments: 15251527 Beach.xls Rob/Shirley, this is the amount due for 1525-1527 Beach Ave. - Donna From: Kaluzniak,Donna Sent: Thursday,May 31,2007 4:55 PM To: Graham Shirley Cc: 'ortegaproperties@comcast.net' Subject: FW: 1525-1527 Beach Ave. Shirley& Les. Les, looking at the sheet you faxed me-some fees were paid under permit no. 05-31419. The sewer tap fees, the 1 1/2"water tap/meter, capital fee, etc. and the new irrigation meter were not paid. See attached spreadsheet--I tried to make it as clear as I could. The unpaid fees are under permit nos. 06-32042 and 06-32044. -Donna �l 1525 1527 Beach.xls(19 KB) From: Kaluzniak,Donna Sent: Thursday,May 31,2007 3:53 PM To: Graham Shirley Cc: 'ortegaproperaes@comcast.net' Subject: 1525-1527 Beach Ave. Shirley, I just spoke with Les from Wilchrest. They want to add a 3/4" irrigation meter to 1525 Beach Ave. The irrigation tap& meter will be$525 Connection Charge+$35 Cross Conn. Inspection +$325 Capital Imp. Charge=Total for Irrigation Meter$885. They want to pay all their pending permit fees, which are as follows: Permit No. 06-32042 -Sewer tap and 1 1/2" meter for 1525 Beach Ave. $4280 Permit No. 06-32044-Sewer tap for 1527 Beach Ave. $1050 New-3/4" irrigation meter for 1525 Beach Ave. 885 Total $6,215 Les said they will be bringing a check--Donna 1 Status Paid Under Permit 05-31419 $2500 Paid under Permit 05-31419 Still due under Permits 06-32042 and 32044 Still due under Permits 06-32042 Still due under Permits 06-32042 Still due under Permits 06-32042 Paid Under Permit 05-31419 Paid Under Permit 05-31419 Paid Under Permit 05-31419 ($525+325+35) Not paid Fees needed for 1525&1527 Beach Ave. 1525 Beach 1527 Beach Water Impact $1,430.00 Sewer Impact $1,250.00 $1,250.00 Sewer Tap $1,050.00 $1,050.00 Water Tap & Meter 1 1/2" $1,090.00 Water Capital Improve. 1 1/2" $1,075.00 Cross Conn. Inspection $35.00 Water Tap&Meter 3/4" $525.00 Water Capital Improve. 3/4" $325.00 Cross Conn. Inspection $35.00 New- Irrigation Meter 3/4" $885.00 Total Amount Due (blue items) $5,185 a ��RiRFU��tii0�! Department of 0 Environmental Protection Marjory Stoneman Douglas Building Jeb Bush 3900 Commonwealth Boulevard Colleen.M.Castille Governor Tallahassee, Florida 32399-3000 Secretary July 18, 2005 TO WHOM IT MAY CONCERN Request for Public Comment File Number: DU-364 Applicant: Ortega Properties, Inc. You are hereby notified that the Department of Environmental Protection is considering the referenced application for a coastal construction control line permit,pursuant to Section 161.053,Florida Statutes,for the removal of an existing non-conforming home and construction of a conforming dwelling. A copy of the plans is enclosed. The proposed project is located approximately 200 feet and 250 feet north of the Department of Environmental Protection's reference monument R-47,in Duval County,and is within the local jurisdiction of the City of Atlantic Beach. Project address: 1525 Beach Avenue, Atlantic Beach. This public comment notice is being distributed in order to assist the Department of Environmental Protection in developing facts on which to base a decision on the permit application. For accuracy and completeness all comments should be submitted in writing with supporting data, evidence, or rationale to furnish a clear understanding of the basis for the comments. The decision as to whether a permit will be issued will be based on an evaluation of. (1) The design adequacy of the proposed construction. (2) The expected impact of the proposed construction to the beach/dune system. (3) The expected impact of the proposed construction to adjacent properties. (4) The expected impact of the proposed construction on lateral public beach access. (5)Appropriate siting of the proposed construction with respect to local setback, zoning restrictions, and maximum usage of upland portions of the property. (6)The expected impact of the proposed construction on nesting sea turtles and hatchlings and their habitat. Comments should be submitted within ten (10) calendar days after the date of this notice to Victor H. Herrera, Engineer, the Florida Department of Environmental Protection, Bureau of Beaches and Coastal Systems, 3900 Commonwealth Boulevard, Mail Station 300, Tallahassee, Florida 32399. Plans for the proposed work may be seen at the office of the Bureau of Beaches and Coastal Systems at 5050 West Tennessee Street, Building B, Tallahassee, Florida. 6H/dw Enclosure `More Protection, iess Process" Printed on recycled paper. NOLV1303A 10 3003 31YI KXoNddV 3Nn tl31VM HOW IMSY39 3jlMDmW& OY3HNYIS`JNfiSIX3 P WW` gig d .P.ec ® RECEIVED ® ® J U L 14 2005 n ® ® F BUREAU OF BEACHES AND COASTAL SYSTEMS i • f I � � V W W P- 12 N •� 3Nn AASdUd �u - 3 } 1N3W3AVd103fl03 STORED UNTIL THE GRADE I I W I BEAMS AND STEM WALLS ARE COMPLETED. FILL SHALL BE 142.5' 1 ' TWO TWOND PALM BTREES HOUSE AND POOL DECK. i L I NORTHING:2,183,7.4 N 83026'53'E 200.12'NAIL TO IRON ' M\f EASTING:374,670.5' I N 83025'52"E 200.00 (PLAN I 21'-4" '-8" 10'-" w-o* +� iN 1 1 I ,e " N 83°29'03" E 212'± ��' i NOT LEGIBLRUBAR E + I 18 FENCE 4' FENCE 4 J�IAr �`I , - `-- --_ 0 - — --- EL.+20'-2' V1111111Aa Ki NC IT c OL N 92 71 X t 19 s EL+22'-4' EL+21'-1 i i t t I t� �; I ING " W Y EL.+211-111 Zt 1 10' EBAR TO CIC.C.L 2 X 19.e 1 t FOUND 1!2 AR 19,5X 16'-9' 6'4' 23'-r 2,V-11' 6'-5" 6'-11" 10'-0' i NOU LEG BND LE B .qEB j` ECK LB 801 NORTHIN:2,183,688.7 S 83029'03"W 213't FASTING:374;674.1 S 83025'52"W 200.00'(PLAN I 200.85' REBAR TO REBAR X 19.5 "',n I 13.. I 19.t X >1 I q 140'-0" i o_ CCCL TO END OF STRUCTURE IIoW . I W � � 0 1 ► � SITE PLAN �� i W o 1"=20'-0" O mm C wog DC r- 0 I 1`co � FIS s c co o C -I= C." m crp 0 ent of Departm ection ��NfOrcQiOH l „��`p �Q 60748 Department of Environmental Protection _ Marjory Stoneman Douglas Building Jeb Bush 3900 Commonwealth Boulevard Colleen M.Castille Governor Tallahassee, Florida 32399-3000 Secretary July 18, 2005 --- - -- JUL 21 006 20 i TO WHOM IT MAY CONCERN - " N Request for Public Comment `- File Number: DU-364 Applicant: Ortega Properties,Inc. You are hereby notified that the Department of Environmental Protection is considering the referenced application for a coastal construction control line permit,pursuant to Section 161.053,Florida Statutes,for the removal of an existing non-conforming home and construction of a conforming dwelling. A copy of the plans is enclosed. The proposed project is located approximately 200 feet and 250 feet north of the Department of Environmental Protection's reference monument - ithin the local jurisdiction of the City of Atlantic Beach. Project ad ss: 1525 Beach Avenue, Atlantic Beach. This public comment notice is being distributed in order to assist the Department of Environmental Protection in developing facts on which to base a decision on the permit application. For accuracy and completeness all comments should be submitted in writing with supporting data, evidence, or rationale to furnish a clear understanding of the basis for the comments. The decision as to whether a permit will be issued will be based on an evaluation of. (1)The design adequacy of the proposed construction. (2) The expected impact of the proposed construction to the beach/dune system. (3) The expected impact of the proposed construction to adjacent properties. (4) The expected impact of the proposed construction on lateral public beach access. (5)Appropriate siting of the proposed construction with respect to local setback, zoning restrictions,and maximum usage of upland portions of the property. (6)The expected impact of the proposed construction on nesting sea turtles and hatchlings and their habitat. Comments should be submitted within ten (10) calendar days after the date of this notice to Victor H. Herrera, Engineer, the Florida Department of Environmental Protection, Bureau of Beaches and Coastal Systems, 3900 Commonwealth Boulevard, Mail Station 300, Tallahassee, Florida 32399. Plans for the proposed work may be seen at the office of the Bureau of Beaches and Coastal Systems at 5050 West Tennessee Street, Building B, Tallahassee, Florida. HH/dw JUL 2 5 2405 Enclosure 'More Protection, Less Process Printed on recycled paper. Graham Shirley From: Graham Shirley Sent: Thursday, December 15, 2005 9:38 AM To: 'Schweizer, Carol M.' 1525 Beach Ave passed Temp Pole inspection 12.14.05 permit#05 31774 fax to follow Shirley . 1 ■ CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD/BUILDING AND PLANNING ATLANTIC BEACH,FLORIDA 32233-5445 Telephone: (904)247-5800 e Fax: (904)247-5845 http://ci.atiantic-beach.fl.us FAX To: 0Fax#: U a 4 ` Z 2' From: Jlh'rllV �Kk4" Date: Pages: Re: �,SL 5 , /,�2 7 G fi �qVz` ❑ Urgent ❑ For Review ❑ Please Reply Notes: Oftvi - #191 Q X41 7l W f rin,'T5 4- l ci- hn e To q/*vj- �"hf g4Aa�2z r /pis d W 71 ��l�f SS �'orry �de dny -4dh ,t`'h�-id�t — lh-co PSC 2000 Series 2410 Log for Personal Printer/Fax/Copier/Scanner City of Atlantic Beach Bui 904-247-5845 Jan 18 2006 3:09PM Last Transaction D-= Time 1y= Identification Duration Pales Result Jan 18 3:08PM Fax Sent 93888422 1:02 3 OK NaLvm masv�e 3L s C ® Rec ewED ® JUL 14 2005 BUREAU � AND COASTASEYST ES SMS I v � y �,. 3M,tyEfldOYd � 4 {' 1A9ipgYddp.�3 I I ; STORED UNTIL THE GRADE ! ' CA i BEAMS AND STEM WALLS ARE COMPLETED. FILL SHALL BE FOUND NAIL B 142.5' USED TO FILL UNDER SLABS AT , i TWO PALM TREES I i HOUSE AND POOL DECK i NORTHING:2,183,738.4 N 83°2653'E 200.12' NAIL TO IRON M\ EASTING:374,670.5 21'4• '-8• 10'-5' 9'-0• N 83025'52"E 200.00(PLAT) I ,� TEBAR NOLG +N 83 E2'± BI 18 4'wOOD FENCE >m 4' FeiCE PC OL . ALL •� i°g � c ----- -- `� r' THREE STORY HOUSE tas , , : xi %� i ��•• •. \`\ \ \t ° �+ I 1e.s EL+22'-4' EL.+21'-1 i,;t` � �\F i r t' t111%X i� g• GARA STUD vd, IK s-------{------. ------- ---tae-t-- -- ------------ -------------- --- ---- --=-- ----- tss�- -- _= - — - -- - - --'� -- cV O 2 `1• J--- i io' MAR TO OC.C.L X V i FOUND 1/2' BAR s FOUND 112 AR tasX 16'-9' 6'-4' 23'-r 24'-11• 6'-5' 6'-11' 101-V i NOT LEGIBLE l R ' ECK LB 3080 ?t.7 X NORTHING:2,183,688.7 S 83029t03"W 213 t EASTING:37d;674.1 $ 8 f S 83"25'52"W 200.00'(PLAT) N 19 g i 200.85' REBAR TO REBAR X tas 19.1 X A�' 140'-0' �q i p o CCCL TO END OF STRUCTURE CD � IwWg zW i ! M ` SITE PLAN i o nW C a, c_ i I o g 1"=20'-0• >C r rn i r 0 oN � D� rn t;1lCDCS CITY OF ATLANTIC BEACH 4# 800 SEMINOLE ROAD j ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 INSPECTION EMAIL REQUEST: Building-deptg oab.us Application Number . . . . . 07-00001325 Date 9/25/07 Property Address . . . . . . 1525 BEACH AVE Application type description PLUMBING ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 --------- ----------------------------------------- -- --- --------------------- Application desc CONNECT TO SEWER --- ---------------- ----------- ------------------------ -- -- ---- -------------- Owner Contractor ------------------------ --------- --------------- OWNER ----------------------- ------------------------ ---------------- ---- --------- Permit . . . . . . PLUMBING PERMIT Additional desc . . Permit Fee . . . . . 00 Plan Check Fee . 00 Issue Date . . . . 9/25/07 Valuation . . . . 0 Expiration Date . . 3/24/08 -------------------------------------------------- -- ------------------------ Other Fees . . . . . . . . . CAPITAL IMPROVEMENT 1075 . 00 SEWER TAP FEES 1050 . 00 WATER CONNECT/TAP & METER 1090 . 00 WATER CROSS CONNECTION 35 . 00 ----- ----------------------------------- ------- ------------------- - - -------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ------ ---- ---------- Permit Fee Total . 00 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Other Fee Total 3250 . 00 3250 . 00 . 00 . 00 Grand Total 3250 . 00 3250 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. CITY OF ATLANTIC BEACH r s f 800 SEMINOLE ROAD =� ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 INSPECTION EMAIL REQUEST: Building degt(a�coab.us Application Number . . . . . 07-00001324 Date 9/25/07 Property Address . . . . . . 1527 BEACH AVE Application type description PLUMBING ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 ---------- ---------------------------------------- -- --- --- ----- ------------- Application desc SEWER TAP FEES ------------ ---------- ---------------------- ---------- ---- - ----------------- Owner Contractor ----------- ------------- ---- ---- -- -- ------------ OWNER ----------------------- ---------------------------- -- --- ----- --------------- Permit . . . . . . PLUMBING PERMIT Additional desc . . Permit Fee . . . . . 00 Plan Check Fee . 00 Issue Date . . . . 9/25/07 Valuation . . 0 Expiration Date . . 3/24/08 --------------------------------------------- ------ -- ---- ------------------- Other Fees . . . . . . . . . SEWER TAP FEES 1050 . 00 -------------------------------------------------------- -------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- --------- - Permit Fee Total . 00 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Other Fee Total 1050 . 00 1050 . 00 . 00 . 00 Grand Total 1050 . 00 1050 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. PREPARED 6/01/07, 10 : 30 : 30 PAYMENTS DUE RECEIPT CITY OF ATLANTIC BEACH PROGRAM BP820L --------------- ------------------------------------------------------------ APPLICATION NUMBER: 07-00000752 1527 BEACH AVE FEE DESCRIPTION AMOUNT DUE --------------- ------------------------------------------------------------ SEWER TAP FEES 1050 . 00 TOTAL DUE 1050 . 00 Please present this receipt to the cashier with full payment . PREPARED 6/01/07, 8 : 09 :47 PAYMENTS DUE RECEIPT CITY OF ATLANTIC BEACH PROGRAM BP820L -------------------------------------------------------------------------- APPLICATION NUMBER: 07-00000751 1525 BEACH AVE FEE DESCRIPTION AMOUNT DUE --------------- ------------------------------------------------------------ CAPITAL IMPROVEMENT 1075 . 00 SEWER TAP FEES 1050 . 00 WATER CONNECT/METER ONLY 885 . 00 WATER CONNECT/TAP & METER 1090 . 00 WATER CROSS CONNECTION 35 . 00 TOTAL DUE 4135 . 00 Please present this receipt to the cashier with full payment . Graham Shirley WWONNNMN�From: Kaluzniak, Donna Sent: Thursday, May 31, 2007 3:53 PM To: Graham Shirley Cc: 'ortegaproperties@comcast.net Subject: 1525-1527 Beach Ave. Shirley, I just spoke with Les from Wilchrest. They want to add a 3/4" irrigation meter to 1525 Beach Ave. The irrigation tap&meter will be$525 Connection Charge+$35 Cross Conn. Inspection+$325 Capital Imp. Charge=Total for Irrigation Meter$885. They want to pay all their pending permit fees,which are as follows: Permit No. 06-32042-Sewer tap and 1 1/2" meter for 1525 Beach Ave. $4280 Permit No. 06-32044-Sewer tap for 1527 Beach Ave. $1050 New-3/4" irrigation meter for 1525 Beach Ave. $ 885 Total $6,215 Les said they will be bringing a check-Donna 1 Fees needed for 1525&1527 Beach Ave. 1525 Beach 1527 Beach Water Impact $1,430.00 Sewer Impact $1,250.00 $1,250.00 Sewer Tap $1,050.00 $1,050.00 Water Tap & Meter 1 1/2" $1,090.00 Water Capital Improve. 1 1/2" $1,075.00 Cross Conn. Inspection $35.00 Water Tap& Meter 3/4" $525.00 Water Capital Improve. 3/4" $325.00 Cross Conn. Inspection $35.00 New- Irrigation Meter 3/4" $885.00 Status Paid Under Permit 05-31419 $2500 Paid under Permit 05-31419 Still due under Permits 06-32042 and 32044 Still due under Permits 06-32042 Still due under Permits 06-32042 Still due under Permits 06-32042 Paid Under Permit 05-31419 Paid Under Permit 05-31419 Paid Under Permit 05-31419 ($525+325+35) Not paid Page 2 of 2 meters cannot be used for 1525 1 spoke with Les at Ortega properties--he has already paid for the 3/4" meter, so I told him I would ask that a we do a Meter Set service order for the 3/4" for 1525 Beach (Carlene, would you please enter that). When we get the service order we'll set his 3/4" meter. ��- /, � /� Z S He also wants a 1 1/2" meter for the big house, and said he will be in to pay for that$1090. 1 also told him they will need to pay for the sewer tap $2100, and he said OK that he will be in to pay for those Fater. 1OV . Ob 1 asked him about the fireline and whether they will be metering that separately and he said no, it would be tapped off the line to the big house. lo-4-b. o 0 9Rr,-o9 4 /�z-7 1 apologized to him for the confusion of not realizing the property subdivision. Thanks, Donna From: Cunningham, Kerri Sent: Tuesday, January 17, 2006 10:22 AM To: Kaluzniak, Donna Subject: RE: Water Meter for 1525 Beach Ave Thank you. From: Kaluzniak, Donna Sent:Tuesday, January 17, 2006 10:21 AM To: Cunningham, Kerri Cc: Graham Shirley; Matthews, Carlene; Walker, Chris Subject: RE: Water Meter for 1525 Beach Ave As I understand, 1515 was the existing address that had the existing meter. I thought that 1525 did not have any existing services. Chris and I will meet in the field and see if we can determine exactly who already has what, and what exactly is needed. -Donna From: Cunningham, Kerri Sent: Tuesday, January 17, 2006 10:08 AM To: Kaluzniak, Donna Cc: Graham Shirley; Matthews, Carlene Subject: Water Meter for 1525 Beach Ave Les with Ortega Properties called with water meter tie in questions. He said that they currently have a 1/2" meter there and wants to know if it can be tied into the garage apartment and add an additional 1 1/2" meter that would tie in to the main house. Les can be reached at 686.4945. Thanks, Kerri Boa z � � D 1/18/2006 Page 1 of 2 Graham Shirley From: Ford, Don Sent: Tuesday, January 17, 2006 3:34 PM To: Graham Shirley Subject: RE: Water Meter for 1525 Beach Ave Shirley, That address will be 1527 Beach Ave. Please change the construction file to reflect 1525/1527 beach Ave. All files and correspondence must be changed to reflect two addresses at this location. thanks. Don From: Graham Shirley Sent: Tuesday, January 17, 2006 3:17 PM To: Ford, Don Subject: FW: Water Meter for 1525 Beach Ave Dor,, We need another address 1525 Beach is for the main House, we need an address for the garage From: Matthews, Carlene Sent: Tuesday, January 17, 2006 3:04 PM To: Kaluzniak, Donna Cc: Graham Shirley Subject: RE: Water Meter for 1525 Beach Ave If it's for the garage apartment and it's going to be separately metered I will need another address. Don't we want to keep the address of 1525 Beach for the main house? Shirley would you get with Don and have him assign another address please. Thanks, Carlene From: Kaluzniak, Donna Sent: Tuesday, January 17, 2006 3:03 PM To: Matthews, Carlene Subject: RE: Water Meter for 1525 Beach Ave Carlene, no it will be for the garage apartment. Les said they do not want an irrigation meter. -Donna From: Matthews, Carlene Sent: Tuesday, January 17, 2006 3:02 PM To: Kaluzniak, Donna Subject: RE: Water Meter for 1525 Beach Ave Donna. this 3/4" meter is for irrigation? From: Kaluzniak, Donna Sent: Tuesday, January 17, 2006 2:57 PM To: Cunningham, Kerri; Graham Shirley; Matthews, Carlene; Walker, Chris Subject: RE: Water Meter for 1525 Beach Ave Kerri, the existing meters go to 1515 and 1517 Beach Ave. (the main house and garage apartment). So those 1/18/2006 Page 1 of 1 Graham Shirley From: Kaluzniak, Donna Sent: Friday, January 13, 2006 2:57 PM To: Walker, Chris Cc: Graham Shirley; Cunningham, Kerri Subject: RE: 1525 Beach Ave Chris. thanks. Sor did not realize this was bdivided lot, thouqht it was just a re-build. -Donna From, alker, Chris Se : Friday, January 13, 2006 2:22 PM : Kaluzniak, Donna Cc: Matthews, Carlene Subject: 1525 Beach Ave Donna, There is no water tap or sewer tap for this lot. 1525 each a will have to pay for both taps. $2,100 for the sewer tap and what ever they charge for a 1"water tap d of c rse the cross connection fees and impact fees. Yom/ kD V 1/17/2006 Graham Shirley From: Matthews, Carlene Sent: Thursday, December 01, 2005 9:41 AM To: Graham Shirley Cc: Cunningham, Kerri Subject: 1525 Beach Avenue Good Morning, I have just received a permit for the above address. Permit 05-00031419 shows 2 sewer impact fees but only 1 water tap. What's the reason for 2 sewer impact fees? Is this a duplex or would it be a mansion with in-laws suite? Why only 1 meter? 1 Graham Shirley - mvmmwmw� From: Matthews, Carlene Sent: Thursday, December 01, 2005 10:27 AM To: Graham Shirley Subject: FW: 1525 Beach Avenue Shirley, do you have a demolition for any address near 1525 Beach Ave? From: Walker,Chris Sent: Thursday,December 01,2005 10:15 AM To: Matthews,Carlene Subject: RE: 1525 Beach Avenue I don't know what the address was but there was an existing house and it was torn down to build a new house. From: Matthews,Carlene Sent: Thursday,December 01, 2005 10:07 AM To: Walker,Chris Subject: 1525 Beach Avenue Chris, I'm getting ready to do a meter set for the above address and noticed that sewer impact fees were charged twice but only 1 meter set. On your plan review you indicated water and sewer already existing. What was this address before? How is the water and sewer existing if the addresses go from 1517 Beach and then 1549 Beach Avenue. Was this lot split up or part of one of the existing? Need to know before I can set meter. Thanks, Carlene 1 Graham Shirley From: Graham Shirley Sent: Thursday, December 01, 2005 11:09 AM To: Matthews, Carlene Subject: RE: 1525 Beach Avenue There was a demo at 1515 and 1550 Beach Ave in 2003. From: Matthews,Carlene Sent: Thursday,December 01,2005 10:27 AM To: Graham Shirley Subject: FW: 1525 Beach Avenue Shirley, do you have a demolition for any address near 1525 Beach Ave? From: Walker,Chris Sent: Thursday, December 01,2005 10:15 AM To: Matthews,Carlene Subject: RE: 1525 Beach Avenue I don't know what the address was but there was an existing house and it was torn down to build a new house. From: Matthews,Carlene Sent: Thursday,December 01,2005 10:07 AM To: Walker,Chris Subject: 1525 Beach Avenue Chris, I'm getting ready to do a meter set for the above address and noticed that sewer impact fees were charged twice but only 1 meter set. On your plan review you indicated water and sewer already existing. What was this address before? How is the water and sewer existing if the addresses go from 1517 Beach and then 1549 Beach Avenue. Was this lot split up or part of one of the existing? Need to know before I can set meter. Thanks, Carlene 1 Graham Shirley From: Kaluzniak, Donna Sent: Tuesday, January 17, 2006 10:19 AM To: Matthews, Carlene; Graham Shirley Cc: Walker, Chris; Ford, Don;Van Liere, Nelson Subject: RE: 1525 Beach Avenue Carlene. 1525 will be required to have at least two meters --one for the garage apartment and one for the main house. I don't know fit would be considered a duplex or not. Garaae apa;: Other char aes 5238.68 Has the CO been issued for 1515 Beach Ave;rue vet? From: Matthews,Carlene Sent: Tuesday,January 17,2006 8:48 AM To: Walker,Chris Cc: Graham Shirley; Kaluzniak, Donna Subject: RE: 1525 Beach Avenue Okay, Lets get this strait. 1515 Beach Avenue had a very large lot that Saig split up and had the original house torn down and rebuilt at the address of 1515 Beach Avenue. The other lot is now known as 1525 Beach Avenue. Upon this lot e hIJ building a house with garage apartment. At 1525 Beach Avenue they have paid for one 3/4" meter and two sewer impact fees. Upon completion Of this house and garage apt. it will be considered a duplex because of Only 1 meter. The problem I was having is the fact of 2 sewer impact fees when 1515 Beach Avenue was already existing and no impact fees were charged. Now we know it's a garage apt. that will not be individually metered which will change the billing from single family to duplex. Does this make since to everyone? If not please email me back. Thanks. Carlene From: Walker,Chris Sent: Friday,January 13,2006 8:52 AM To: Matthews,Carlene Subject: RE: 1525 Beach Avenue 1 arn, going by there in a bit. ! will, oet back to you. From: Matthews,Carlene Sent: Thursday,January 12,2006 3:21 PM To: Walker,Chris Cc: Kaluzniak,Donna Subject: FW: 1525 Beach Avenue Chris, can you answer the last paragraph please. I still have this waiting on answer so I can issue service order. Currently we are billing 1515 Beacii Avenue Full Service and apparently the 1525 Beach Avenue is the new house that paid all impact fees but still don't know why they were charged 2 sewer impact fees. I really want this cleared up and off my desk HELP (Please) Thanks. Carlene From: Graham Shirley Sent: Tuesday,December 20, 2005 4:31 PM To: Matthews,Carlene Subject: RE: 1525 Beach Avenue Okay, here's the deal, this was a very large lot that was split into 1515 Beach and 1525 Beach per Don, Please email Chris and ask him where the water and sewer are for 1525 Beach (since he says they exist). Don wants me out of this ...says nothing to do with building dept. we issue permits based on information given from the depts (Chris-PU) and if he said there is existing service that's how the permit will be issued ..this is all I can do. Shirley From: Matthews,Carlene Sent: Monday,December 12,2005 10:49 AM To: Graham Shirley Cc: Cunningham,Kerri Subject: FW: 1525 Beach Avenue Good Morning, I still have this pending. I went to property appraisal and found that 1515 Beach is under Saig and this rust be t„e house t ae°J originally tOr r; down. Dir: Dcr, do a chat;14 of address front 1515 Beach Avenue tO 1525 Beach AverlliU�� ! need to know so ! can --h--nae i,n wifY1;itBi!ii a olease Thanks. Carlene From: Walker,Chris Sent: Thursday, December 01,2005 11:21 AM To: Matthews,Carlene 2 Subject: RE: 1525 Beach Avenue The building dept has had to have issued permits for the builder to start building the new house. Kerri should have that info for you. From: Matthews,Carlene Sent: Thursday,December 01, 2005 11:18 AM To: Walker,Chris Subject: FW: 1525 Beach Avenue Chris, do you know which address this would be? From: Graham Shirley Sent: Thursday,December 01,2005 11:09 AM To: Matthews,Carlene Subject: RE: 1525 Beach Avenue There was a demo at 1515 Anri 1 ti';t-j Beach Ave in 9001 From: Matthews,Carlene Sent: Thursday,December 01,2005 10:27 AM To: Graham Shirley Subject: FW: 1525 Beach Avenue Shirley, do you have a demolition for a„y address ,ear 1525 Beat il, Ave? From: Walker,Chris Sent: Thursday,December 01, 2005 10:15 AM To: Matthews,Carlene Subject: RE: 1525 Beach Avenue 1 don't know what the address was but there was an existina house and It was tor,. uov.; to build a house. From: Matthews,Carlene Sent: Thursday,December 01,2005 10:07 AM To: Walker,Chris Subject: 1525 Beach Avenue Chris, I'm getting ready to do a meter set for the above address and noticed that sewer impact fees were charged twice but only 1 meter set. On your plan review you indicated water and sewer already existing. What was this address before? How is the water and sewer existing if the addresses go from 1517 Beach and then 1549 Beach Avenue. Was this lot split up or part of one of the existing? Need to know before I can set meter. Thanks, Carlene 3 CITY OF ATLANTIC BEACH j 800 SEMINOLE ROAD J ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 INSPECTION EMAIL REQUEST: Building-deptgcoab.us Application Number . . . . . 07-00001358 Date 9/28/07 Property Address . . . . . . 1525 BEACH AVE Application type description MECHANICAL ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 -- -------- ----- ------ -- --- ------ ---------------- -- -- ---- -------------------- Application desc 1 cu 1 ahu ----------------- --- ---- ---------------------------- ------- ------------------ Owner Contractor ---------------- -- ------ ------------------ ------ ENVIRONMENTAL A/C SERVICES, INC Q/A: STALLS, HOWARD KENNETH JR 8110 CYPRESS PLAZA DR. STE. 106 JACKSONVILLE FL 32256 (904) 279-0030 --- ------ --------------------- -- ---------------- --- ---- --------------------- Permit . . . . . . MECHANICAL PERMIT Additional desc Permit Fee . . . . 71 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 3/26/08 ------------------------------------------------- ----- ---------------------- Fee summary Charged Paid Credited Due ----------------- -- -------- ---------- ---------- ----- ----- Permit Fee Total 71 . 00 71 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 71 . 00 71 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD,ATLANTIC BEACH,FL 32233 07-: s OFFICE:(904)247-5826•FAX NO.:(904)247-5845 BUILDING-DEPT@COAG.US MECHANICAL PERMIT APPLICATION DUVAL COUNTY —ge4C/ tlantic Beach FL 32233ZON ES PERMIT# (p ao 7 4.NAME: 5.ADDRESS IF DIFFERENT FROM JOB ADDRESS: 6.PHONE: 7.NAME OF COMPANY: � � B.ADDRESS.: )�� (��-� �� L�,..,�� )� .�.. �� o,~, vz -070ve /(d 9.STATE OF FLORIDA LICENSE NO: 10.CELL PHONE: 11.F p: (fA(fa 12.EMAIL ADDRESS: 13.OFFICE PH NE: 14, c�3 v Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. This permit becomes null and v id if rk is o om enced within six(6) months,or if construction or work is suspended or abandoned for a period of six(6)months at a time rk enced. CONTRACTORS SIGNATURE: 7: ,.i: TCee��,. �, r„•'?.�a, �<, ,z t'e x �.re F.::,.." . f,..;F .eQ. �.,":e. � p ^t�_„ae�. $.. ❑NEW INSTALLATION W SIDENTIAL '06 FLORIDA BUILDING CODE-r ❑REPLACEMENT OF EXISTING SYSTEM ❑EXISTING ❑COMMERCIAL MECHANICAL ❑ALTERATION/ADDITION TO EXIST SYSTEM ❑REPAIR ❑OTHER ,. a 19.HEAT: ❑SPACE ❑ RECESSED ENTRAL ❑ FLOOR BURNERS 20.AIR CONDITIONING: ❑ ROOM CE TRA 21.DUCT SYSTEM: MATERIAL: THICKNESS: MAX CAPACITY: DC7 cfm 22. REFRIGERATION: MAX CAPACITY: cfm 23.COOLING TOWER: CAPACITY: gpm 24.FIRE SPRINKLER: NUMBER OF HEADS: 25.LIFT SYSTEM: ELEVATOR: MANLIFT: ESCALATOR: AUTOLIFT: 26.COMMERCIAL HOOD NUMBER: 27.FIREPLACE: PREFABRICATED: MASONRY: 28.IRRIGATION: ❑ PUMP ❑WELL ❑ PIPING 29.GAS PIPING: #OF OUTLETS: ❑GAS AHU: ❑GAS WATER HEATER: 30.OTHER-SPECIFY: SOLAR HEATING, BOILERS,UNFIRED PRESSURE VESSEL,HEAT EXCHANGER OR COIL IN DUCTS ETC. VALUE FOR OTHER ITEMS: ;21123= ggmfgga NUMBER APPROVING OF UNITS DESCRIPTION MODEL# MANUFACTURER TONS AGENCY s ,, x."`, 1��' OF UNITS DESCRIPTION MODEL# MANUFACTURER BTU AGENCY xo; x, NUMBER GALLONS CONTAINED MANUFACTURER SERIAL# AGENCY COAB FORM BLDG04:REVISED:9/13/2007 4 FIRE SPRINKLER SERVICES, Inc. FACSIMILE TRANSMITTAL SHEET Robb Smith Judd N ickler COMPANY: UKl'P.: Midland Group 10/10/2005 PAX Nt'M111iR: 11.7)TAI.NO.01;PA(N'S INC. ,IIDIN(:CoVISk: 384-6265 2 I`I I(1NIi NIIMBUR: SIsNUI:R'A P11f)NI:NUMRI+,t: 384^66260 (904) 743-3220 Rlt: SI•iNAHR'S FAX NUMBhk: AtUmit is Beach Residence (904)743-7522 ❑ URMINT ❑FOR RIsY11;W ❑1'I.I-.ASh,COMMBN'1' ❑ PJd?ASI.ltl:.'l.Y ❑ PJ.I:ASF RF(a'(;l.l: t New S stems 1 ections Re al ad Servic ss 2454 Ro=ero Road,Jackonville Florida 32211 P.O. Box 11171.1 acksonville, FL 32239 Phone: 994 743-3220 Fa (904) 743-i 522 f . ire j Sprinkler Services, Inc October 10, 2005 Mr. Robb Smith Ortega Properties, Inc. 1021 Oak Street Jacksonville, FL 32204 Dear Robb: RE: New Beachfront Residence—Atlantic Beach, FL Specifications for Permitting Please let this letter serve as notice that Fire Sprinkler Services, hc., has an agreement with Otega Properties, Inc., to complete the sprinkler system at 1515 Be.ich Avenue, Atlantic Beach, Florida. The new work will consist of installing a wet pipe sprinkler syston, conforming to NEPA 13D. Therefore, as permitted by Florida Statutes chapter 633, an Engino,-r of Record is not required. Fire Sprinkler Services, Inc., will be the installing contractor. The existing water supply will be taken from the potable water supe y as allowed by NFPA 13D. Hydraulic calculations and shop drawings will be submitted during review of the fire sprinkler pen-nit- All design will conform to NFPA 13D. If any further information is needed,please contact me at 743-3220. . /Sinccrcitickler dent CC#92457100012000 New&sterrrs; Inspections. Rgyairsr and SE rvices 2454 Rogerc Road,J*dz aavjlle..Florida 32211 P.O.Box 11171,Jacksoi�ville,Florida 32239 Phone: (904)U3-3220 Fax: (904)743-7522 Or visit our websitz at www.W.ee FLORIDA DEPARTMENT' 'CSF ENVIRONMENT AL PROTECTION ��y is •- EL+ya i��`Yr N+°i"�^� ,i 'S 1 NOTICE. TO PROCEED 7 t Permit Number: DU-364 : }" Perm� e. y y Permit Expires: August .* $ , Ortegaperti P o ' r r es,inc, c/o Keyi Panel President Coastal C6 ultu g and Restoration 4230.;Myrth Street Stt 4 r � You are hereby g ,ranted final authorization to proceed with the construction or activities authorized by the pelma, Number referenced above. Authorized work must conform with the detailed ;project h � {_ des yed dans,and all conditions including preconstruction requirements included in the -. �fnal r f�description�of the authorized work follows. rsx, s° .' xe Prone t�De pbion� Construction of asingle-family dwelling, swimming popl, ra a stud�Q otkiez 14 structures/g@y ties, excavation, andplacement of fill. 111;4,11. structures/g@ `rt'v s �yfi f i"^ t 22ritt 4rc3"SaSt�ri'''"R $ ' �.� ''�2ff4Y�' „ Prp�ect Leaton; $etween approximately 200 feet and 250 feet north of.�th6 Department of, Environmental Protection's reference monument R-47,in Duval County. Project address. I X19.Beach_ a,•. F Avenue Atlant�eu�each.` a hi r+ k t All- 41. y,„v k ivx,ys't,,t,}' a; k x fK'Nrt Spe s e reconstruction conference is required. 4. r y � a� ;�� ,�y - �rY��+•f;* v-L y '*r zT` " "4" x "ar,ir.r •i r # zz }Qpestion�"` g e permi notice should be directed to the undersigned at, 4AW ' 4x x� r Bureau of Beaches`and Coastal Systems O� � � �� r � 3900 Commonwealth Btvd:4 Tallahassee,Florid2399 r• Date of Notice ViCtpr era, Engineer Telephone(850) � f ,# d .. } Ed rt ion Center IQ- o Meld Inspector � Q ti ach Building Official ? r Inc.,'Property Owner " t Py M, t h fig, t Post Conspicuously on the"i". e%� Y .Q ^4 „ t I CITY OF ATLANTIC BEACH J 800 SEMINOLE ROAD ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 O;f! Application Number . . . . . 06-00032082 Date 1/24/06 Property Address . . . . . . 1527 BEACH AVE Tenant nbr, name . . . . . . NEW SERVICE 200AMP/240V Application description . . . ELECTRIC ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 Owner Contractor ------------------------ ------------------------ LARRY D. CARTER ELECTRIC INC. P.O. BOX 61765 JACKSONVILLE FL 32236 (904) 389-0846 ---------------------------------------------------------------------------- Permit . . . . . . ELECTRICAL PERMIT Additional desc . . Permit Fee . . . . 105 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 105 . 00 105 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 105 . 00 105 . 00 . 00 . 00 Y PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. BUILDING OFFICIAL CITY OF ATLANTIC BEACH ELECTRICAL PERMIT APPLICATION Date: — —�6 Property Address: Owner: _�� Telephone#: p �� r Contractor: -4�qV c gt!�n c- Telephone#: Contractor Address: Fax#: Contractor Signature: in consideration of permit given or oing th6 work as described in the above statement, we hereby agree to perform said work in accordance with the attached plans and specifications which are a part hereof and in accordance with the City of Atlantic Beach ordinance and standards of good practice listed therein. Building:/1 uilding: wilding Type: ❑ Trailer Service: if other construction is New Residence LlTemp. New being done on this building ❑ Old ❑ Commercial ❑ Signs ❑ Increase Or site,list the building Permit number: ❑ Re-wire ❑ Addition Sq. Ft. ❑ Repair �� D(/'S-�I Conductor Size: AMPS: COPPER ALUMINUM Switch or RACE Breaker AMPS PH W VOLT WAY Existing Service RACE Size A o VX AMPS PH W VOLT WAY Meter Number Feeders: NO. SIZE NO SIZE NO SIZE Lighting Outlets CONCEALED OPEN Receptacles CONCEALED OPEN Switches Incandescent Fluorescent & M.V. Fixed 0.100 AMPS OVER BELL Appliances TRANSFER. Air H.P.RATING H.P.RATING CEILING KW-HEAT Conditioning COMP.MOTOR OTHER MOTORS AMPS HEAT Motors 0-1 H.P. VOLTAGE PH NO. OVER 1 H.P. PHS UNDER600V OVER600V Transformers NO. KVA NO. KVA No.Neon_Transf. -Ea._Sign Miscellaneous ' CZ 800 Seminole Road•Atlantic Beach,Florida 32233-5445 Phone:(904)247-5800• Fax: (904)247-5845• tto: -�..,E„�,.ci.atlantic-veach.a.us Revised 1/04 CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 05-00031774 Date 1/18/06 Property Address . . . . . . 1525 BEACH AVE Tenant nbr, name . . . . . . TEMP POLE Application description . . . ELECTRIC ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 Owner Contractor ------- ----------------- ------------------------ LARRY D. CARTER ELECTRIC INC. P.O. BOX 61765 JACKSONVILLE FL 32236 (904) 389-0846 --- ------------------------------------------------------------------------- Permit . . . . . . ELECTRICAL PERMIT Additional desc . . Permit Fee . . . . 35 . 00 Plan Check Fee . 00 Issue Date . . . . 12/07/05 Valuation . . . . 0 Expiration Date . . 6/06/06 ---------------------------------------------------------------------------- Special Notes and Comments 50 AMPS SERVICE THIS IS ALSO FOR 1527 BEACH AVE GARAGE AND APT Fee summary Charged Paid Credited Due -------------- --- ---------- ---------- ---- ------ ---------- Permit Fee Total 35 . 00 35 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 35 . 00 35 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. BUILDING OFFICIAL -IJ h, CITY OF ATLANTIC BEACH t� 800 SEMINOLE ROAD ATLANTIC BEACH,FL 32233 f INSPECTION PHONE LINE 247-5826 Application Number . . . . . 05-00031774 Date 12/07/05 Property Address . . . . . . 1525 BEACH AVE Tenant nbr, name . . . . . . TEMP POLE Application description . . . ELECTRIC ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 Owner Contractor ------------------------ ------ ------------------ LARRY D. CARTER ELECTRIC INC. P.O. BOX 61765 JACKSONVILLE FL 32236 (904) 389-0846 ----------------- --------- ------------------------------------------------- Permit . . . . . . ELECTRICAL PERMIT Additional desc . . Permit Fee . . . . 35 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 5/10/06 ------------------------------------ --------------------- -------------------- Special Notes and Comments 50 AMPS SERVICE Fee summary Charged Paid Credited Due 4 ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 35 . 00 35 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 35 . 00 35 . 00 . 00 . 00 r PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. BUILDING OFFICIAL CITY OF ATLANTIC BEACH ELECTRICAL PERMIT APPLICATION 2 a 4j'Ab Date: l z ' -7- D J_ Property Address: /S-,;Z-S- 6x ak-C 710 ao Owner: Ij X11 IQTelephone#: 3?Zje4E /o Contractor: /�A,�2[1 t/ ,[7 C_�?aQ�G.t? ��c�`f^ t c �� Telephone#: S) 4�f9� Contractor Address: AoI &12176S— .Z3G Fax#: Contractor Signature.: In consideration of permit given Tor doing a work as described in the above statement, we hereby agree to perform said work in accordance with the attached plans and specifications which are a part hereof and in accordance with the City of Atlantic Beach ordinance and standards of good practice listed therein. Building: Building Type: ❑ Trailer Service: If other construction is ❑ New ❑ ResidenceLlNew being done on this building Tem L3 Old Ll Commercial Signs ❑ Increase or site,list the building g Permit number: ❑ Re-wire ❑ Addition Sq.Ft. ❑ Repair Conductor Size: AMPS: COPPER ALUMINUM Switch orO RACE Breaker AMPS -S-0 PH l W -3 VOLT WAY Existing Service n0 N* RACE Size AMPS PH W VOLT WAY Meter Number Feeders: NO. SIZE NO SIZE NO SIZE Lighting Outlets CONCEALED OPEN Receptacles CONCEALED OPEN Switches Q IQ Ak4P.Q r 31 100 AMPS t Incandescent Fluorescent & M.V. Fixed 0.100 AMPS OVER BELL Appliances TRANSFER. Air H.P.RATING H.P.RATING CEILING KW-HEAT Conditioning COMP.MOTOR OTHER MOTORS AMPS HEAT Motors 0-1 H.P. VOLTAGE PH NO. OVER 1 H.P. PHS x UNDER600V OVER600V Transformers NO. KVA NO. KVA No.Neon_Transf. Ea.-Sign Miscellaneous 800 Seminole Road•Atlantic Beach,Florida 32233-5445 Phone: (904)247-5800• Fax: (904)247-5845• http://www.ei.atlantic-beach.fl.us Revised 1/04