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824 Sherry Dr (vault) PERMIT WORKSHEET Certificate of Occupancy Job Address: FZL4 S-rt-c(- Y ;�(z Type Work: Property Owner: c-A �� Phone # Contractor: Phone # Permit#: Date Issued: Tree Permit# Foundation Per # Demolition Per # BUILDING I ELECTRIC # � � MECHANICAL # � PLUMBING # OS Temp.Power# Footing JEA Release Date Temp. Power Slab Letter Rec'd. Underslab Tie Beam Temp Pole# � Lintel JEA ReleaseQ Gas Piping Date CT� I ) Nailing/ Water/ Sheathin � Sewer 2g $ �� Rough/ Framing Rough Rough �Z y Top out Insulation I . �8 •p ij JEA Release Date Building Electric Mechanical Plumbing Final Final Final Final JEA Release Date Drainage Inspection: Pool Permit# Inspections: Steel Final Elec./Grounding Final Roofing Permit# Inspect: Nailing/Sheathing Final Fire Inspection: Failed Inspections: Date Paid: E=— r ' J R E C E i v r `I r J CITY OF ATLANTIC BEACH r� 4 BUILDING & ZONING _ w APR 14 2006 APPLICATION FOR WAIVER FROM A PRO ON OF THE LAND DEVELOPMENT REGULATIONS City of Atlantic Beach - 800 Seminole Road -Atlantic Beach,Florida 32233 Phone: (904)247-5826 - FAX (904)247-5845 • http://www.coab.us Date ay- 06 -0 (, File No. Receipt Section 24-46 (d) permits the City Commission to authorize limited Waivers, on a case-by-case basis, from a specific provision(s) of these Land Development Regulations when it is demonstrated that compliance with such provision(s) would be unreasonable, in conflict with the public interest, or a practical impossibility. A Waiver from these Land Development Regulations may be approved only upon showing of good cause, and upon evidence that an alternative to a specific provision(s) of this Chapter shall be provided, which conforms to the general intent and spirit of these Land Development Regulations. In considering any request for a Waiver from these Land Development Regulations, the City Commission may require conditions as appropriate to ensure that the intent of these Land Development Regulations is enforced. A Waiver shall not modify any requirement or term customarily considered as a Variance or any requirement or term prohibited as a Variance, and shall be considered only in cases where alternative administrative procedures are not set for the within the City Code of Ordinances. 1. Applicant's NameFW ,3r-7n�/ M cLI IgE U 2. Applicant's Address ga 1Js E✓,rr-� Da 3. Property Location Soteg(2'`r l7!Q 4. Property Appraiser's Real Estate Number 5. Current Zoning Classification ;dQ.o *' c, 6. Comprehensive Plan Future Land Use designation 7. Requested provision(s)from which waiver is sought: 4-7 t P�Ywr�:J� *Q. 15- 0 39-- l —7 8. Size of Parcel /(�_ /s✓ _�� 9.Utility Provider 10. Statement of facts and any special reasons for the requested Waiver,which demonstrates compliance with Section 24-46 (d) of the Zoning and Subdivision and Land Development Regulations and specifically describing how the request complies with the Conditions necessary for the City Commission to approve this reguest. Please use second page is additional space is needed. ' Ay.��— Etd Zi of 41 'Y A-z. L"1._ L4 A Re LAZl it " s�Qr2As � �' /�e v�.rc � '�- : r A-r- Ae .e i,ut�g ,a�1� ��I 1_ E L nn�n/s�,— fYl v t� 9� �T xfy b ?Jt c'" N'B'C-r,,., �,�'+✓�-i2 �I U C-+.f st�t f 5 5�11G� ;NA... TH e �G i C r.v i+ �. Ari� —e�"R'Cy�rt°e4 flFf'E LS CtiiCL?Y/Uu5 SW(! C -F -n vA-t- DRIVE- a 11. Provide all of the following information: a. Proof of ownership (deed or certificate by lawyer or abstract company or title company that verifies record owner as above). If the applicant is not the owner,a letter of authorization from the owner(s)for applicant to represent the owner for all purposes related to this application must be provided. b. Survey and legal description of property. c. Required number of copies(2) d. Application Fee($150.00) I HEREBY CERTIFY THAT ALL INFORMATION PROVIDED WITH THIS APPLICATION IS CORRECT: Signature of owner(s)or authorized person if owner's authorization form is attached: Printed or typed name(s): tJ Signature(s): ADDRESS AND CONTACT INFORMATION OF PERSON TO RECEIVE ALL CORRESPONDENCE REGARDING THIS APPLICATION Name:. _—ZA,j 5, PA Cr- Mailing Address: 5?,-A-cj sHe t 4Q Phone:(,&*) 4aj_ Fag: E-mail: ��C AOL- kW11—A72_tA r.✓1LLA-l_.0L-✓ (z24—L4L.5 6 d04_0 i 1-litW_ '71hZRC:' V1 P--j,4,c Lc .yy .� �q6A 1y►f�KiA7f•�� n,�nre�_ i,�*'� ?�+ �r�� T I 12C .4-L J A 44&9ejtW 142 �L 9L4r2&_A:=C,"7NS 45 ,42 It Dery-A-J-K I,J JH-e- A4CIA. %�I ANIS �f� lit `fc�,p 4,nAA 0_,J aj '-tlA-a 4 -r �'. A7 r,i FES MAP SNOWNG SURVEY OF _C•TS 37, 58 •:NO 69, SA.L'Ail' -SECTION NC. 3. ,AS 3ECORDEJ IN PLAT 3 UK 3F THE 'A2RREWr RUEUC RECO.-RDS OF CUVA.L =^ -WrY, ri-C:Ri-DA, i9I At.}IU1J1'I.. i ! 313 ER POLL JANCH09 J .wct,Cr. FP 1 CR y i tiNCI-J� . ! 3 O �y CA T V LOT c7 l.l. IJ O T r, �N a C, -. 441 1R STORY 8RJCK Q- E SIOENCE r E rte► 1p o j SI -OT 49, �— 6 Q,. '�^.� 13 _ ` 5 Aoo. . 2 , t.CT 95 10 TAL, JJ"i_ RY 5�.7.c't T'i:S S.,R:r'i WAS P,!Anc COF E' C- AGENDA ITEM#8113 MAY 8,2006 CITY OF ATLANTIC BEACH CITY COMMISSION MEETING STAFF REPORT AGENDA ITEM: Request for a Waiver for 824 Sherry Drive from City Code Section 19-7 Prohibition on Parking Aprons Along Through Streets SUBMITTED BY: Rick Carper, P.E., Public Works Director, DATE: April 25, 2006 BACKGROUND: In July 2005, the City Commission approved Ordinance 65-05-34 amending Chapter 19 of the City Code to add restrictions on improvements within the City Right of Way. Section 19-7 (d) states: No parking aprons shall be allowed in the City's rights-of-way along arterial (through) streets listed in City Code Section 21-17 (h): 21-17 (h) Parking shall be prohibited on the following streets and roadways at all times: (1) East Coast Drive (2) Ocean Boulevard (3) Sherry Drive (South) (4) Seminole Road (S) Plaza Drive (except for the 300 Block) (6) Royal Palms Drive (7) Sailfish Drive (8) Levy Road (9) Dutton Island Road (10) Donner Road While Section 21-17 (h) restricts parking on the paved street only, the intent of 19-7 (d)was to also limit further expansion of parking within the City Right of Way on more heavily trafficked City streets. As part of a major renovation and expansion of the home at 924 Sherry Drive, the owner removed a concrete circular drive and installed a paver driveway and walkway to the house. Also installed were a 61/2-foot x 10-foot paver area connecting the driveway and sidewalk and a 61/2-foot x 15-foot paver parking apron north of the sidewalk. The driveway modifications were not included in the plans submitted and approved for the remodeling building permit. Following contact by Public Works about the parking apron, the owner has submitted a waiver request RECOMMENDATION: Staff recommends the waiver for the parking apron be denied. The segment connecting the driveway and sidewalk should be permitted to remain. ATTACHMENTS: 1) Overhead picture of predevelopment condition. 2) 824 Sherry Drive Survey Excerpt showing original driveway 3) 824 Sherry Drive Survey Excerpt showing proposed driveway 4) Post development picture BUDGET: No budget issues. REVIEWED BY CITY MANAGER: r May 10 Regular Commission Meeting AGENDA ITEM Aa MAY 8,2006 .� �\ \ � \ _ 4v / of zJ ! s _ «z� IAWAS ! AGENDA ITEM#8B MAY 8,2006 MAP SHOWNG SURVEY.OF .ms rr.se+«p.�.su-ur s_cwa.ec.s. s x_roecco w•ur eacs:� - r x nlc.ve■cn.rueur.ecw•os c nrv•�__:mgr,naa�a _.. Y S iu e� oa 4. p r rr-I 1 .�'e'ppP° '° APPITIor.'rS F.F b� t..r-.�•� 2;5 i AM 6ae ORS.241 54.Pt. t mnuu■ ■■■■■ mn m mas ■un nu■ ■■u■ t Il NMI 04/24/2006 1 �•i �� CITY OF ATLANTIC BEACH BUILDING AND PLANNING ss1 800 SEMINOLE ROAD �r s) ATLANTIC BEACH,FLORIDA 32233-5445 TELEPHONE:(904)247-5800 FAX:(904)247-5845 http://ci.atlantic-beach.fl.us August 17, 2006 Ian Sean McAfee 824 Sherry Drive Atlantic Beach, Florida 32233 Re: Order of the Community Development Board approving Variance Dear Mr. McAfee: Enclosed herewith is a signed Order confirming approval of your Variance request by the free to call me at 247-5826 if you have anu copy of this order for your records. Feel y q estions. Sincerely, Sonya Doerr, AICP Community Development Director Enclosures ,J S� r City of Atlantic Beach • 800 Seminole Road -Atlantic Beach,Florida 32233 Phone: (904)247-5800 - Fax: (904)247-5805 - http://www.coab.us ORDER of the Community Development Board for the City of Atlantic Beach, Florida APPLICANT: Ian Sean McAfee 824 Sherry Drive Atlantic Beach, Florida 32233 FILE NUMBER: ZVAR-2006-05 DATE OF HEARING: August 15, 2006 ORDER GRANTING VARIANCE The above referenced Applicant requested a Variance from Section 24-157 (c) to allow a 6-foot high fence within 10-feet of the Seminole Road side property line on an irregularly shaped corner lot located as 824 Sherry Drive and as depicted within the survey submitted with the application and attached to this order. On August 15, 2006, said request was considered at a public hearing by the Community Development Board for the City of Atlantic Beach. Having considered the application, supporting documents and comments by the Applicant, the Community Development Board, approved the request, fording this request to be consistent with Chapter 24-64 of the Land Development Regulations. NOW THEREFORE, the Community Development Board hereby GRANTS this request for a Variance from Section 24-157 (c) to allow a 6-foot high fence within 10-feet of the Seminole Road side property line on an irregularly shaped corner lot located as 824 Sherry Drive and as depicted within the survey submitted with the application and attached to this order. DATED THIS /7 C DAY OF C ' 2006. The undersigned certifies that the above Order of the Community Development Board is a true and correct rendition of the Order adopted by said Board as the same appears in the record of the Community Development Board minutes. Communi Development Director MAP SHOWING BOUNDARY SURVEY OF LOTS 67, 68, AND 69 SECTION 3 SALTAIR AS RECORDED IN PLAT BOOK 10, PAGE 16, OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. LESS AND EXCEPT THOSE LANDS DESCRIBED AND RECORDED-IN OFFICIAL RECORDS 12683, PAGE 2466, OF THE CURRENT PUBLIC RECORDS OF SAID COUNTY. i' A }r �; 1 vU1i BY. A O.R.12583. SET . PAGE 2468 1/2'SLB 6888 SET t�BV M20N PIPE S 79'28'46" E case 8.06' (m) Dp. e E I �pQ �P c O STs;C,Mczk � cj f � 68 FOUND Si TJE �►1nolC— r AW 8IRON ROD j RONFOUND PIPE 1�fcGe� L I�] ac�^'1] Fi�L�••s.; Pte' NO ID )fes,N 23'00'58" W �•�8� 20.29' (M) / S FOUND ` ko1 RD PIPE 70 1 ENERAL NbTES- I NO INTERIOR IMPROVEMENTS WERE LOCATED BY THIS SURVEY. GRAPHIC SC. BEARINGS SHOWN HEREON ARE BASED ON THE WESTERLY RIGHT OF WAY LINE OF SHERRY.'DRIVE:AS SOUTH 02'2907' EAST (ASSUMED). o is THIS SURVEY WAS COMPLETED WITHOUT"THE BENEFIT OF,A TITLE ABSTARCT OR OPINION. ( INS' ) i inch = 30 ft X—REF_-nA-73A Exception may be canceled, revoked or suspended at any time pursuant to the provisions of this Section. Every Use-by-Exception hereafter granted for Live Entertainment shall contain a recitation upon the face thereof that the same is subject to revocation, cancellation or suspension for the reasons stated in this section. Sec. 24-156. Exceptions to Height Limitations. Upon specific application, the City Commission may make exceptions to the limitations and restrictions on Height of Buildings or Structures only within the CL, CPO, CG and CBD, ILW or PUD Zoning Districts, provided that in any instance wherein such an exception is granted, the City Commission shall prescribe the maximum allowable Height of the Building or Structures involved. Sec. 24-157. Allowable Height of Fences and Walls. (a)Within Required Front Yards,the maximum height of any Fence or wall shall be four(4)feet. (b) Within Required Side or Rear Yards,the maximum height of any Fence or wall shall t eet. Z (c) On Corner Lots no fence wall or Landscqping,Landscaping, exceeding four 4 feekin height, s 0 owed �♦ within ten (10) feet of any Lot Line which abuts a Street rovided lei = r and pedestrian sight distance shall be maintained at any Street intersection M (d) The height of fences and walls shall be measured from grade to the top of the Fence or wall. Where a Fence or wall is erected at the junction of properties with varying elevations, the height of the Fence or wall shall be measured from the side with the lowest elevation. The use of dirt, sand, rocks or similar materials to elevate the height of a Fence or wall on a mound is prohibited. (e) The maximum height of retaining walls on any Lot is four (4) feet. A minimum of forty (40) feet shall separate retaining walls designed to add cumulative height or increase site elevation. Sec. 24-158. Guardhouses and Security Buildings. (a) Guardhouse or security Building shall mean any Structure designed, built or used exclusively for the shelter and on-duty accommodation of persons engaged in the protection, guarding and security of persons and property. (b) Upon specific approval of an application for a Building Permit to install, construct or place guardhouse or security Building and issuance of a Building Permit, a guardhouse or security Building may be erected, installed,placed or constructed within any Zoning District. (c) Any person or party desiring to erect, install, place or construct any guardhouse or security Building shall apply to the Building Official. Such application shall meet all requirements of applications for Building Permits and shall be accompanied by the Building Permit fee required by the City for commercial Structures. (d) Upon receipt of the application and filing fee, the City shall, as soon as practical, either approve and authorize issuance of the permit, or deny the same. If the permit is authorized, the Building Official Initial Effective Date: January 01,2002 Last amended April 11,2005 as adopted by Ordinance Number 90-01-173 as adopted by Ordinance 90-05-186 75 Building, Planning & Zoning Inspection CITY OF ATLANTIC BEACH Department CERTIFICATE OF OCCUPANCY WORKSHEET Date Requested: Contractor Name: "W Permit #: Property Address: 0 7 J �rr �V/'V� Legal Description: Improvements to the above-described property have been completed in accordance with the terms of the permit and are certified to be ready for occupancy as: �� Single-Family Residence ❑ Commercial ❑ Other: _ Lowest Floor Elevation: _ Required As Built 1 The following must be completed before issuing Certificate of Occupancy: Department Date Notified Date Approved Approved By Fir pt. I/ i7T�S . 0 �O Public Works Planning Dept. Building Dept. Final Survey with FFE ❑ Yes Er No All Re-Inspect Fees Paid 2 Yes ❑ No CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 06-00033514 Date 7/17/06 Property Address . . . . . . 824 SHERRY DR Tenant nbr, name . . . . . . 4FT FENCE ONLY Application description . . . FENCE PERMIT Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 Owner Contractor ------------------------ ------------------------ MCAFEE OWNER 824 SHERRY DRIVE ATLANTIC BEACH FL 32233 ATLANTIC BEACH FL 32233 (904) 509-5158 ---------------------------------------------------------------------------- Permit . . . . . . FENCE PERMIT Additional desc . . Permit Fee . . . . . 00 Plan Check Fee . 00 Issue Date . . . . 7/17/06 Valuation . . . . 0 Expiration Date . . 1/14/07 ---------------------------------------------------------------------------- Special Notes and Comments PER SONYA OK FOR 4FT PORTION OF FENCE 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 WTIH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD J ATLANTIC BEACH, FLORIDA 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 05-00030539 Date 6/17/05 Property Address . . . . . . 824 SHERRY DR Tenant nbr, name 2ND ST ADD. 0 RAD/2450SCH Application description . . . RESIDENTIAL ADD/RENOVATE/ALTER Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 200000 Owner Contractor ------------------------ ------------------------ MCAFEE, IAN OWNER 824 SHERRY DRIVE ATLANTIC BEACH FL 32233 ATLANTIC BEACH FL 32233 (904) 509-5158 ------------------------------------------------- Permit . . . . . . BUILDING PERMIT Additional desc . . Permit Fee . . . . 760 . 00 Plan Check Fee 380 . 00 Issue Date . . . . Valuation 200000 ----------- ------------------- ------------------ Other Fees . . . . . . . . . ST CONSTRUCTION SURCHARGE 11 . 02 AB CONSTRUCTION SURCHARGE 1 . 22 WATER IMPACT FEE 320 . 00 WATER CROSS CONNECTION 35 . 00 Fee summary Charged Paid Credited Due ------- ---------- ---------- ---------- Permit Fee Total 760 . 00 760 . 00 . 00 . 00 Plan Check Total 380 . 00 380 . 00 . 00 . 00 Other Fee Total 367 .24 367 . 24 . 00 . 00 Grand Total 1507 .24 1507 .24 . 00 . 00 c PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODE BUILDING OFFICIAL CITY OF ATLANTIC BEACH PERMIT CALCULATION SHEET Ir }� Date: Lo -/j Address .SH,6-5-z Y �i2 _ — 9,E Or6X) q-,9,01 7-1 k) Heated Square Footage Y J�a @ $ per sq ft= $ Garage/ Shed @$ per sq ft= $ Carport/Porch L per sq ft= $ P, Deck -,a per sq ft = $ Patio \ @ $ per sgft= $ TOTAL VALUATION: $ Total Valuation 1st $ Remaining Value $ . per thousand or portion thereof CONSTRUCTION TYPE: _:zz.- TOTAL BUILDING FEE $ ZONING: �% - + %Z Filing Fee $ FLOOD ZONE: 2— (o) Fireplaces @ $35.00 $ IMPERVIOUS SURFACE: < So,�, BUILDING PERMIT FEE $ WATER IMPACT FEE $ SEWER IMPACT FEE $ WATER METER/TAP $ CAPITAL IMPROVEMENT$ SEWER TAP $ ( O ) RADON HRS .0050 $ N o R"-" Ch64A" SECTION H PAVING ( ) $ CROSS CONNECTION $ 3 S STP yra) SURCHARGE $ OTHER $ GRAND TOTAL DUE: $ 000F A V.-f< v C j ft Q Q d 1/13/03 CITY OF ATLANTIC BEACH r a t J BUILDING / ZONING DEPARTMENT 800 Seminole Road r Atlantic Beach,Florida 32233 S. Doer # J (904)247-5800 FF1 L°, (�(904)247-5845 Fax F ATLANTICBEACFtwww.coab.us DING 7nrv1,PLAN REVIEW COMMENTS � 0 2005 Permit Application # z5o E) BY: Property Address: 82 L+ (L(4 Applicant: �' . . Project: Zr-4 This permit application has been: Approved ❑ Reviewed and the following items need attention: /J 1-. 2 Capp p 2 Please re-submit your application when these items have been completed. ReviewedB �-- Date: Date Contractor Notified: WATER IMPACT FEE WORKSHEET ADQRESS: 1 f//E/L/14/ �/� r/?r at�,OG L 9,D/T�� &/ DRAINAGE FIXTURE UNIT FIXTURE-TYPE VALUE AS LOAD FIXTURES UNITS Automatic clothes washers, commercial 3 Automatic clothes washers, residential 2 Bathroom group consisting of water ciosat, lavatory, Bidet, and bathtub or shower 6 Z 12— Bathtub (with or without overhead shower or whirlpool attachments) 2 Bidet 2 Combination sink and tray 2 Dental lavatory 1 Dishwashing machine, domestic 2 Drinking fountaiMcemaker Floor drains 2 Hose bib 1 Kitchen sink, domestic 2 Kitchen sink, domestic with food waste grinder and/or dishwasher 2 Laundry tray (1 or 2 compartments) 2 Lavatory 1 2. Shower compartment, domestic 2 - Sink 2 Urinal 4 Urinal, 1 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 cicset, private installaticn 4 Water closet, public installation 6 TOTAL NUMBER OF UNITS= MULTIPLIED X 20 TOTAL$ 10 RECEIVED CITY OF ATLANTIC BEACH S��,y fly BUILDING &ZONING CITY OF ATLANTIC BEACH r 4,� JUN 10 2005 'BUILDING PERMIT APPLICATION s (Alterations &Additions) 1:1>� BY: �1 Date:—cS- -A7 -c�,� Job Address: :Za c! Owner of Property: -]�A) Address: _:�,a q -;'i-i C/1/2`t Dte Telephone: "37.)-Cxpa Legal Description: Block Number:l fzaS,'�JE Lot Number: ? Zoning District:gc//60 I Sia L 11 A i IV A MS • Contractor: State License Number: Contractor Address: Telephone: Fax: Describe proposed use and work to be done: Present use of land or building(s): C�i j C L_c t_�_�"u, Valuation of proposed construction: 0 o7 What are the dimensions of the added space: 70 feet x 3S feet Will the added area be heated and cooled? �E'�, New electrical or increase in service? Add plumbing fixtures? �C E S Add fireplace? Add heating/air conditioning? '--(C S Is approval of Homeowner's Association or other private entity required? j1JC) If yes, please submit with this application. Will this project involve changes in elevation, site grade or any use of fill material, or the addition of 5% or more to the original impervious area or the removal of any trees? ENO. Applicant certifies that no change in site grade, impervious area or fill material will be used on this project. ❑YES. See Step 2 below. Approval of the Public Works Department is required prior to issuance of a Building Permit. [ONO. Applicant certifies that no trees will be removed for this project. ❑YES. 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 Telephone: (904)247-5800 -Fax: (904)247-5845 -http://www.ci.atiantic-beach.fl.us Page 2 Revised 8/04 s V CITY OF ATLANTIC BEACH OWNER/BUILDER AFFIDAVIT Date: D -Off-OS Job Address: 1;M 5 ti G 2 '� J�r� V E '! fi.�% ` i c' ,l�Ci j r CHAPTER 489,FLORIDA STATUTES,PART 1 "CONSTRUCTION CONTRACTING"REQUIRES OWNER/BUILDER TO ACKNOWLEDGE THE LAW: DISCLOSURE STATEMENT FOR SECTION 489.103(7),FLORIDA STATUTES: STATE LAW REQUIRES CONSTRUCTION TO BE DONE BY LICENSED CONTRACTORS. YOU HAVE APPLIED FOR A PERMIT UNDER AN EXEMPTION TO THAT LAW. THE EXEMPTION ALLOWS YOU, AS THE OWNER OF YOUR PROPERTY, TO ACT AS YOUR OWN CONTRACTOR EVEN THOUGH YOU DO NOT HAVE A LICENSE. YOU MUST SUPERVISE THE CONSTRUCTION YOURSELF. YOU MAY BUILD OR IMPROVE A ONE— OR TWO FAMILY RESIDENCE OR A FARM OUTBUILDING. YOU MAY ALSO BUILD OR IMPROVE A COMMERCIAL BUILDING AT A COST OF $25,000.00 OR LESS. THE BUILDING MUST BE FOR YOUR USE AND OCCUPANCY. IT MAY NOT BE BUILT FOR SALE OR LEASE. IF YOU SELL OR LEASE A BUILDING YOU HAVE BUILT YOURSELF WITHIN ONE YEAR AFTER THE CONSTRUCTION IS COMPLETE, THE LAW WILL PRESUME THAT YOU BUILT IT FOR SALE OR LEASE,WHICH IS IN VIOLATION OF THIS EXEMPTION. YOU MAY NOT HIRE AN UNLICENSED PERSON AS YOUR CONTRACTOR. YOUR CONSTRUCTION MUST BE DONE ACCORDING TO THE BUILDING CODES AND ZONING REGULATIONS. IT IS YOUR RESPONSIBILITY TO MAKE SURE THAT PEOPLE EMPLOYED BY YOU HAVE LICENSES REQUIRED BY STATE LAW AND BY COUNTY OR MUNICIPAL LICENSING ORDINANCES. ORDINANCES ALSO ALLOW AN OWNER TO IMPROVE THEIR OWN PROPERTY WHEN IT IS FOR PERSONAL OR FAMILY USE, AND LIKEWISE REQUIRE ALL WORK (EXCEPT MAINTENANCE UNDER$2,000)BE UNDER A BUILDING PERMIT AND PASS ALL NORMAL INSPECTIONS. THE ORDINANCE STATES OWNERS MAY PHYSICALLY DO WORK THEMSELVES;OR MAY HIRE UNLICENSED WORKERS PROVIDED SUCH WORKERS BE UNDER"DIRECT SUPERVISION OF THE OWNER,WHO MUST BE ON THE JOB AT ALL TIMES WHILE WORK IS IN PROGRESS BY UNLICENSED TRADES PEOPLE." THIS DOES NOT ALLOW USE OF UNLICENSED CONTRACTORS. SINCE OWNERS MAY BE LIABLE FOR INJURIES TO WORKERS THEY HIRE, THE BUILDING DEPARTMENT SUGGESTS-WORKER'S COMPENSATION INSURANCE BE PURCHASED UNDER THE HOMEOWNERS INSURANCE POLICY TO CLEARLY PROTECT THE OWNER. OWNERS HIRING WORKERS BECOME EMPLOYERS AND SHOULD ALSO OBSERVE IRS WITHHOLDING TAX AND/OR FORM 1099 REQUIREMENTS ON THE WORKERS THEY EMPLOY ON THEIR IMPROVEMENT TRADES. UNLICENSED CONTRACTORS CANNOT BE EMPLOYED UNDER ANY CIRCUMSTANCES. OWNERS BEING SUBJECT TO $5,000 PENALTY UNDER FLORIDA STATUTE NO. 455-228(1). AN "OCCUPATIONAL LICENSE" IS NOT ADEQUATE. THE OWNER SHOULD PHYSICALLY SEE THE COUNTY"CERTIFICATE OF COMPETENCY"OR THE FLORIDA "CONTRACTORS CERTIFICATE" TO ASCERTAIN IF A PERSON IS A LICENSED CONTRACTOR. TELEPHONE THE BUILDING DEPARTMENT(247-5826)IF IN DOUBT. I HEREBY ACKNOWLEDGE THAT I HAVE READ THE ABOVE DISCLOSURE STATEMENT AND THAT I COMPLY WITH ALL THE REQUIREMENTS FOR THE ISSUANCE OF AN OWNER-BUILDER PERMIT. PROPERTY OV*VER/BUILDER SWORN TO AND SUBSCRIBED BEFORE ME THIS 8TRDAY OF TU,y�a 200.E CAROL R.RTTCHEY �,�, �az NOTARY PUBLIC STATE OF FLORIDANOTARY PUBLIC NOTE: PHR,)My 3 Commission_ __Expires August 1,2007 MY COMMISSION EXPIRES: Js a s11 CITY OF ATLANTIC BEACH a - � FLOOD PLAIN DEVELOPMENT INFORMATION Location: 7,4t! S,oca.12 `< ! s2 1'! nJ jx t ! PL, 3aa33 Type of Development: Flood Zone: Required Lowest Floor Elevation: If building is located within a flood hazard zone, a survey must be made AFTER THE SLAB HAS BEEN POURED, certifying that the LOWEST FLOOR ELEVATION is equal to or above the base flood elevation established for that zone. No final inspection will be made and no Certificate of Occupancy will be issued until the survey is on file with the Building Department. COMMENTS: Applicant Acknowledgement: I understand that the issuance of this permit is contingent upon the above information being correct and that the plans and supporting data have been or shall be provided as required. I agree to comply with all applicable provisions of Ordinance No. 25-7-11 and all other laws or ordinances affecting the proposed development. Applicant's Signature: Date: 0'5--- 9,7- 05; Department Use: Required lowest floor elevation: As built lowest floor elevation: Survey filed with Building Department: Building Department Representative Revised 1/17/03 Graham Shirley From: Clemons, Malcolm Sent: Friday, April 07, 2006 10:02 AM To: Kaluzniak, Donna Cc: Cunningham, Kerri; Graham Shirley Subject: RE: 824 Sherry St Backflow-OK MEC From: Kaluzniak, Donna Sent: Wednesday,April 05, 2006 1:49 PM To: Clemons, Malcolm Subject: FW: 824 Sherry St From: Graham Shirley Sent: Wednesday,April 05, 2006 1:48 PM To: Carper, Rick; Kaluzniak, Donna; Deming,James; Nodine, Phil; Walker,Chris Cc: Cunningham, Kerri; Matthews,Carlene; Lanier,Joyce Subject: 824 Sherry St Ian has requested a final co inspection 4/6/06 for 824 Sherry Dr Permit#05 30539 Ian can be reached at 422 8604 Thanks Shirley i Cunningham, Kerri From: Clemons, Malcolm Sent: Friday, April 07, 2006 10:02 AM To: Kaluzniak, Donna Cc: Cunningham, Kerri; Graham Shirley Subject: RE: 824 Sherry St Backflow-OK MEC From: Kaluzniak, Donna Sent: Wednesday,April 05, 2006 1:49 PM To: Clemons, Malcolm Subject: FW: 824 Sherry St From: Graham Shirley Sent: Wednesday,April 05, 2006 1:48 PM To: Carper, Rick; Kaluzniak, Donna; Deming,James; Nodine, Phil; Walker, Chris Cc: Cunningham, Kerri; Matthews, Carlene; Lanier,Joyce Subject: 824 Sherry St Ian has requested a final co inspection 4/6/06 for 824 Sherry Dr Permit#05 30539 Ian can be reached at 422 8604 Thanks Shirley 1 Page 1 of 1 Graham Shirley From: Walker, Chris Sent: Friday, April 07, 2006 1:57 PM To: Graham Shirley Cc: Cunningham, Kerri Subject: 824 Sherry Dr Everything is good here. 4/7/2006 FOR OFF/ICE//USE ONLY I I I Date ..... ...... .... .. ......19 ...... Permit #_ ..... Yes ...... CITY OF ATLANTIC BEACH 319 pp Valuation 7- ............. - FLORIDA House .... ...... .. ......... 7 S .. ...... . ........... ............... . ................ APPLICATION FOR BUILDING PERMIT ......................................................................... Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the building or other structure described. This application is made in compliance and conformity with the Building Ordinance of the City of Atlantic Beach, Florida, and all provisions of the Laws of the State of Florida, all ordinances of the City of Atlantic Beach and all rules and regulations of the Building Department of the City of Atlantic Beach, shall be complied with, whether herein specified or not. The Contractor or Owner-Builder who has been issued a Building Permit is automatically responsible to ascertain that all sub- contractors engaged by him are duly licensed in the City of Atlantic Beach, Florida. To prevent delay or embarrasment regard- ing intermediate or final inspections it is suggested that a list of sub-contractors be submitted to this office so that licenses can be verified. Date -------------------- .......... ......... ------------------------- 1 19.. Owner, .!_ , .........................Address- Telephone No...P�V= Architect. -• ----_----_------------Telephone No_7s -3/- J/- - ContractorBuilder------- -------------------------------------------------.................Address..........................................................-Telephone No.------------- ------- .......... & I Lot pp ................Block No-------------- _Sub Division_sa&� -s...'a�-------_--------------------- ------Zone---- ..........................................................Street---- ---- - ---Side Between... ------------------..............................and---_------------------------;:��........Sts. Valuation $--------------------------------For what purpose will building be used--- -- ------------Type of construction_,,&_r_-'ie,,_A--------------- Dimensions lijing I Rid X able ------------Dimensions of of Footings......�1-------(-------------- Size - _.__._.__..Size of Sills.........—.....:....... .__Greatest Sill Span in ft-------=777=.......Type Roof-, How will Building be Hpea ed?-------------------------- -- -- --_..._...__......Will Building be on Solid or Filled Ground?___--_---_-_._--_ -____ Size of Ceiling Joists._ .............. Distance on Centers.........a..4------"................. Greatest Span_._--._ a....... Size of Floor Joists-_ - - - -- -_--------------- Distance on Centers__.._._. '�. ......................., Greatest Span..........--- ----- ------------- ;�-A ,-I'tt------- _ Distance on Centers........ia 41-.."._.....__.._.._. Greatest Span--------Ili Size of Rafters This rectangle is to represent the lot. Locate the building or buildings in the right position. Give distance in feet from all lot-lines and existing buildings. REAR LOT LINE Two copies of plans and specifications shall be submitted with application. Inspections required. 1. When steel is in place and ready to pour footing. 2. When steel is in place and ready to pour columns and/or lintel. Z Z 3. When steel is in place and ready to pour beam. 4. When framing is completed. 5. When rough plumbing is completed,and ready to cover up. $ 3 6. When septic tank drain field or sewer is laid but before it is covered. 7. Electrical inspection by City of Jacksonville. 8. Final inspection. Note: In case of any rejection,re-inspection MUST be called for after corrections are made. FRONT OF LOT 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 building regulations of the City of Atlantic Beach. Signatureof Builder------......................................................................... Address------------- ----------------------------------- --------------------- ------- -- ------ - Signatureof Owner--------- --------_------------------_---- ------_----_--------------- Address................................................. ....................---------.............. FOR OFFICE USE ONLY Date---------....,+------=......_.i._.19 ...... Permit #------------•-----------Fee$--'==�•-1---•---- CITY OF ATLANTIC BEACH Valuation �.:: � .%-_�•__._..._ FLORIDA House, ---_-------- 7 APPLICATION FOR BUILDING PERMIT Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the building or other structure described. This application is made in compliance and conformity with the Building Ordinance of the City of Atlantic Beach, Florida, and all provisions of the Laws of the State of Florida, all ordinances of the City of Atlantic Beach and all rules and regulations of the Building Department of the City of Atlantic Beach, shall be complied with, whether herein specified or not. The Contractor or Owner-Builder who has been issued a Building Permit is automatically responsible to ascertain that all sub- contractors engaged by him are duly licensed in the City of Atlantic Beach, Florida. To prevent delay or embarrasment regard- ing intermediate or final inspections it is suggested that a list of sub-contractors be submitted to this office so that licenses can be verified. qllqDate- ---------------•---�•--1-----••---•--•--...-----•---------•-------, 19------------ 61 Owner = : �:" � `--•-•------•--------Address l�.. �tL_Telephone No..� �_-T7 . 5 Architect.-- - - -------•----------••----------------------------------------------Address a-" L "-•--------•-----------.Telephone No.1 ContractorBuilder--- -----•------•--------•-•-------------------•----..-.---------------Address--------..........................------------------------Telephone No.------------- - -------- Lot No._ f-."-__&--°1- :-_&fl-----------••----Block No-------------------------Sub Division..: �i�C� rr�i �'== --_--------------- --------- one-_.-il; ri S -------•----------$------------------------•-•---- - purpose will building Between .....W---•-•--•------ ----•--------------------and-----•-----•------• ..._.Sts. Valuation --------------------------------For what u be used.. � � Type of construction- of Dimensions of uildin `� Lot--)(,-,- -/ C __ g�7� .. (:�-------------Dimensions of =_ of Footings. = ;- ._.._.. t Size of Pier -----------Size of Sills----.----- --------.--------Greatest Sill Span in ft........ _....Type Roof--d-. How will Building be Heated?..._-__-____________________---------.------------------------Will Building be on Solid or Filled Ground?.------_........... ----- ......... Size of CeilingJoists-- _ ` 3 '�' -- , Distance on Cen4ers - -�T` ---------- Greatest Span----... .. .. -� » Size of Floor Joists_ _!"................. Distance on Centers................ '......._------------ Greatest Span........_-.--_`-- . " Size of Rafters.----._�y '}�---�L-�------------------ Distance on Centers._.....1-4�-:---------•--------.._, Greatest Span.-----=�_/�<.��::------ „ This rectangle is to represent the lot. Locate the building or buildings in the right position. Give distance in feet from -vktin¢ buildings. Two copies of plans and specifications shall be submitted with application. r °o• �� C', Inspections required. ti e- 1. When steel is in place and ready to pour footing. 4 2. When steel is in place and ready to pour columns and/or lintel. ` .9 3. When steel is in place and ready to pour beam. 4. When framing is completed. 5. When rough plumbing is completed,and ready to cover up. 6. When septic tank drain field or sewer is laid but before it is covered. 1 7. Electrical inspection by City of Jacksonville. 8. Final inspection. a Note: In case of any rejection,re-inspection MUST be called for after `��"-- -- —_.__ : _ corrections are made. �4 In consideration of permit given for doing the work as described in the above statement, we hereby agree to perform sa.0 work in accordance with the attached plans and specifications, which are a part hereof, and in accordance with the building regulations of the City of Atlantic Beach. Signatureof Builder-------------------------------------------------------------------------------- Address_---------------------------------------•--_----•-•---------------.._...----------------••---- Signatureof Owner-- ----------------------------------------------------------------------------- Address--------------••----•-••-----•--------.----•--•--------.-------------------••-----------------••--. MAP SHOWNG SURVEY OF GTS 5?, 58 %,ND oJ. SAL'AIN S_C7101% NC. 3. AS R_CtDRDE.J IN ;LAT, 3 C',K F DF THE 'lURREt« PUEUC RECO-RDS C'S DUVA.L CC:.:N?Y, FL(:RI i.:. •�1 Abblta.tl'r.- 3OAEF rOu r 9 AHCHOP ILI ppcly R i tiNQOi ' V ' � i Z O Q a` LOT 0 Q. ` m Cl 1 �� Cir. %J,,• h I O i )—STORY BPJCK r C Q. `% RE30EKCE r Esa Q f - .5 V �0 .E i.'.. i � 1 59, c r r ear. kP j/i, 1�6 � STLN6 �. 1 Poo. 5a�coc f �T 95 _10 TA I-- TKS $:Iu Jk'i tiJA.S MAP SNOWNG SURVEY OF .-OTS 57, 58 AND 69. SAL-A& SEC"101% NC. 3. AS ?_CORDED 1N PLATS 30CK � 6 OF THE PUE-Ur, RECORD.^> OF CUVA.L C JN"'r•, FLC;P[-)A. tit tiuxtw.u'�.' a. 67, POLL ' VI t • �NC�07 ' rn 70 J6, T 4Q - y i •Z ,, 1-570kY BRICK ` L J RES;OENCE it Els t, i CONCRETE r L'J: Ele rl) T. ay.7 +..5' G _ PiP_. _E 470: m � _.U7 59 • .I� t Pc.- Nh CAP T• \ J -or 70 !l PtP:'. NO'-dF LCT 95 \ TH;S 6 'L 60JN.ARY SURVEY. THIS SS:_tR'v'kY WAS L!AOF FOR -.;£ EC ,_ .._.. ...__,..... .. . .,. %.I.: C T.-t-PCC:, MAP SHOWNG SURVEY OF LOTS 37 Sn AND 69. SAL-A& S_C'iOP PNC. 3. AS ?'GORGED IN PLAT 30CK OF THE Ol•R Et�T RULIC. RECORDS OF CUVAL FLe RIDA. �i. 6:' 1+ POLL �\ 3 _�.�.NC)•IOIi j t � i (/l ,I aNc�o� • f , n I � �- LOTS �• 1 CV) rn T ^ , + ^. M tiZ) v ..•Y try W� 2 > 7—STORY 9FRJC+( K `� rlt OEJtCE M E24 t� CO CWTE --- m f a 2y.O 24.6' _ L `'+I COVCgETE __ / ' rO�..G .'_" t�C•_ pl-._. _E 470. _CT 59 i. 1 '.)'DNC: T:i• IW+d OrQ• _ . lb ,r R NO tW LCT 95 E t S�UN:.d?Y SClftv_Y. -!rijS S_tR'JtY WAS !,Ant: cC�R . .. .--. ► -r.. . .4161 C * T4_PC4z4 W":.FCi y City of Atlantic Beach - 800 Seminole Road -Atlantic Beach,Florida 32233 Phone: (904)247-5800 • Fax: (904)247-5805 • http://www.coab.us ORDER of the Community Development Board for the City of Atlantic Beach, Florida APPLICANT: Ian Sean McAfee 824 Sherry Drive Atlantic Beach, Florida 32233 FILE NUMBER: ZVAR-2005-02 DATE OF HEARING: March 15, 2005 ORDER GRANTING VARIANCE The above referenced Applicant requested a Variance to reduce the rear yard setback (the south side of the lot) from 20-feet to 5-feet to allow for the construction of an addition on the rear of the existing residence for property within the RS-2 Zoning District and located at 824 Sherry Drive. On March 15, 2005, said request, as amended from the February 22, 2005 meeting, was considered at public hearing by the Community Development Board for the City of Atlantic Beach. Having considered the application and supporting documents, the Community Development Board, approved the request, finding this request to be consistent with Chapter 24-64 (d), which recognizes the irregular shape of a property as grounds for approval of a Variance, and that the subject property, therefore, warrants special consideration. NOW THEREFORE, the Community Development Board hereby GRANTS the amended request for a Variance to reduce the rear yard setback (the south side of the lot) from 20-feet to 5-feet to allow for the construction of an addition on the rear of the existing residence for property within the RS-2 Zoning District and located at 824 Sherry Drive. DATED THIS ZO DAY OF IVB. , 2005. coaQ�� Craig Burkhart,Acting Chairman Community Development Board Page two Order ZVAR-2005-02 March 16,2005 The undersigned certifies that the above Order of the Community Development Board is a true and correct rendition of the Order adopted by said Board as the same appears in the record of the Community Development Board minutes. Community evelopment Director NOTICE OF COMMENCEMENT State of (�, "�a Tax Folio No. County of ;,fn 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:lC _(L /'A--!:)S-a9E' 54 LTntQ '�EC T70-A-) 3 .. R Address of property being improved: O, General description of improvements: F:,)�) Tu� .1; , ; S Cdo ^40 Owner::,._,`; C McA C7 �- Address. `!S/2�2 pf2 A,7 t-A.**,�-c C isc- 'c 1-1 Owner's interest in site of the improvement: I A2 Qi vei ; i ,U 6A P T C>n r,1j^J!SZ <-n ,J Fee Simple Titleholder(if other than owner): &J A Name: �J A Address. Contractor: '' h.� .,.) tfi VYAddress. F;�U �ii1v nen it �� Phone No. �y �; a = fes Fax No: Surety(if any): Address: Amount of Bond S Phone No: Fax No: Name and address of any person making a loan for the construction of the improvements. Name: /J R 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 maybe served: Name: p jn Address: Phone No: Fax No: In addition to himself, owner designates the following person to receive a copy of the Lienor's Notice as provided in _ Section 713.06(2)(b),Florida Statues. (Fill in at Owner's option). Name: tJA Address: Phone No: Fax No: Expiration date of Notice of Commencement(the expiration date is one(1)year from the date of recording unless a different date is specified): THIS SPACE FOR RECORDER'S USE ONLY OWNER Signed: _Date: Doc#2005222119,OR BK 12555 Page 2065, Before die this _day of j Clt./1`t in the County Number Pages: 1 of Duval, State of Florida,has personally appeared Filed&Recorded 06/16/2005 at 02:08 PM, JIM FULLER CLERK RECORDING$10 OOCIRCUIT COURT DUVAL COUNTY Notary Public at Large, Sta,;",f '�orjda,County of Duval. My commission expires: eta` GYPUf di oil Personally Known: "? :'��,_0' �lssicnD105�1 or Produced Identification: �f:�?�` `` L1Nr �0f»ini��` Atl2i:tiC$OII�uigco"Tnr CITY OF ATLANTIC L3EACH I �:L`Jrj BlJ1LC11iv0 - iJN� � S i CITY OF ATLANTIC BEACH JUN 10 2005 BUILDING PERMIT APPLICATION (Alterations & Additions) f BY: _ _... Date: Job Address: '. ? T z c' c J-1 Owner of Property: �� ' M Address: *F _'),y Sj C Vii" Telephone: (2cv'f) 3_7_)-,2p,29_ Legal Description: Block Number: Lot Number: Hol Zoning District:gJ ,�'5i�i,? �� 1 Contractor: (JL,r&fz, State License Number: Contractor Address: Telephone: Fax: Describe proposed use and work to be done:; ` ;C�c: u,` r Present use of land or building(s): <�i 1i &Lc, F,�M �� °� yJ e--- • Valuation of proposed construction:e- D What are the dimensions of the added space: -70 feet x a feet Will the added area be heated and cooled? C New electrical or increase in service? C E'_1i Add plumbing fixtures? CCS Add fireplace? C S Add heating/air conditioning? .-.0 5 Is approval of Homeowner's Association or other private entity required? �JC If yes, please submit with this application. Will this project involve changes in elevation, site grade or any use of fill material, or the addition of 5% or more to the original impervious area or the removal of any trees? l 0 NO. Applicant certifies that no change in site grade, impervious area or fill material will be used on this project. ❑ YES. See Step 2 below. Approval of the Public Works Department is required prior to issuance of a Building Permit. ©NO. Applicant certifies that no trees will be removed for this project. ❑YES. 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 L 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 Telephone: (904)247-5800 • Fax: (904)247-5845 •http://www.ci-atiantic-beach.fl.us Revised 8/04 Page 2 MAP SHOWNG SURVEY OF -GTS 57, 58 ",ND 69, SA.l_'A(N S=CrIOf• NC. 3. AS 37CORDE.J IN PLAT 3CU.K CF THE "'URRENT PUEUC RECO.RD:S OF DUVAL CC;--N7,,*, rL(�RiDA, aX)n7 ):<'!E'E IDI AkA lUl.tl'4' '0'AER roLL '1+n f �\ Ry 9 ANCHOk J ANC}+Cr �- Fp.y AWCi-0i • V ' cq u4 73D C� Lor 67 n I p D, 2 )—STORY 9PJCK r C RES;0ENCE r E24 Q "4 .E i.'. I m � Lri 1 _0T 49' ro spo _Or 70 q�PlTto�S F F O`f-� �y, G f•:UNG 11 ?- 1",*H ' 7 �;f:•.. N :.r I 1.:.T 95 L - _ ,, - _ P. Jv�•cr T IIJ SURJt'i SVA.S P,ta:)c Application Number . . . . . 05-00031331 Date 1/ 06 Property Address . . . . . . 824 SHERRY DR Tenant nbr, name . . . . . . INSTALL 2 CU & 2 AHU Application description . . . MECHANICAL ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 v 05, Owner Contractor ------------------------ ------------------------ MCAFEE HUXHAM HEATING & AIR 824 SHERRY DRIVE 2101 FLORIDA BLVD. ATLANTIC BEACH FL 32233 NEPTUNE BEACH FL 32266 (904) 246-6721 ---------------------------------------------------------------------------- Permit MECHANICAL PERMIT Additional desc . . Permit Fee . . . . 139 . 00 Plan Check Fee . 00 Issue Date . . . . 10/03/05 Valuation . . . . 0 Expiration Date 4/02/06 Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 139 . 00 139 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 139 . 00 139 . 00 . 00 . 00 [ y C OF BOLDING .9, ZONING APR 1 A 2006 APPLICATION FOR WAIVER FROM A PRO ON OF THE LAND DEVELOPMENT REGULATIONS City of Atlantic Beach • 800 Seminole Road •Atlantic Beach,Florida 32233 Phone: (904) 247-5826 • FAX (904)247-5845 http://www.coab.us Date g-- 92 —Fl JL File No. Receipt Section 24-46 (d) permits the City Commission to authorize limited Waivers, on a case-by-case basis, from a specific provision(s) of these Land Development Regulations when it is demonstrated that compliance with such provision(s) would be unreasonable, in conflict with the public interest, or a practical impossibility. A Waiver from these Land Development Regulations may be approved only upon showing of good cause, and upon evidence that an alternative to a specific provision(s) of this Chapter shall be provided, which conforms to the general aiverent and from these1rit of these Land Development Regulations. In considering any request fo Regulations, the City Commission may require conditions as appropriate to ensure that the intent of these Land Development Regulations is enforced. A Waiver shall not modify any requirement or term customarily considered as a Variance or any requirement or term prohibited as a Variance, and shall be considered only in cases where alternative administrative procedures are not set for the within the City Code of Ordinances. 1. Applicant's Name F Oj 2. Applicant's Address SM (�z 3. Property Location 4. Property Appraiser's Real Estate Number 5. Current Zoning Classification " ,/��n ''f � ` 6. Comprehensive Plan Future Land Use designation 7. Requested provision(s)from which waiver is sought: 4-7 40A) Z !''nn A,/ J F �X>>vr�" iAj 8. Size of Parcel_U/S �-r 9.Utility Provider 10. Statement of facts and any special reasons for the requested Waiver,which demonstrates compliance with Section 24-46 (d) of the Zoning and Subdivision and Land Development Regulations and specifically describing how the request complies with the Conditions necessary for the City Commission to approve this request• Please use second page is additional space is needed. f f kL..aP ��'''�i ov i !� Ifs X -1e►NG� " A= � � /P'L.� �9Y �i TNG o41 Gt.0 at i. ANS �f�E%LS GSC L�i/IU�/j 530Pr CC -[74A,..., ni N W 11. Provide all of the following information: a. Proof of ownership (deed or certificate by lawyer or abstract company or title company that verifies record owner as above). If the applicant is not the owner,a letter of authorization from the owner(s)for applicant to represent the owner for all purposes related to this application must be provided. b. Survey and legal description of property. c. Required number of copies(2) d. Application Fee($150.00) I HEREBY CERTIFY THAT ALL INFORMATION PROVIDED WITH THIS APPLICATION IS CORRECT: Signature of owner(s)or authorized person if owner's authorization form is attached: Printed or typed name(s): tJ �,A�1r Signature(s): i1 ADDRESS AND CONTACT INFORMATION OF PERSON TO RECEIVE ALL CORRESPONDENCE REGARDING THIS APPLICATION Name:_'�A.I j < M CA C:' - Mailing Address: (1 722=E q E-mail: �--- Phone: �!� Fax: ��'��' C ZI-^ els nor-!► i„r1 I Z.. A-,141t,✓ Ej:19 L/jam:iy�' ' i�.��u l� r P► c LA A10 !iZELCSd &A66 ffj,U f, Anti. ,-r6MA, ' �2 ,✓lnl�,�•/��yi#�Pf�7_.C.,'f .�Z�-�SiiUL� �� r11�� A1C' t� �L4�' /HFJ�� '�C- A L ,. �75 /7i ,SIN A --<00 Fc.P' ,ti f�,j n r 1.P� ►�►l cam,i11 C;n.) T i..) _NASI 'c • _? _ tion �G: Swnti �. '.tfi:$ C;!�l l;•a^c Ad :!�f%= ' 4*1 .E,i )Nn,-.l y; O SGya��-Iddrl Ot lv- 5 'dI lY0 N ",.0 ~�cjS / �''i\4dt J AlJ n X ff 10 J [t 3. _e4� tC3 R 3JN30tS;tf a NOrde .k2401s-t x tiX o a_ Ca• Aj r"7 J 26, a r\ : Of i b v (_n i Z Q�qKY 434:)NY F: _ I 40HJKr F. TOJ Y3.KGc i TeA00 SCI SG?-,'0D38 Jf13nd 1V3di 'j , 3Hi 3C 3. )<),•E i%:Ici NI C3GLJC+O=2: SV 'C '7N V01103S �IIH� 1'dS '69 CN%, SS 'Lq Si,:)' AO �,3n�jnS ONMONs d` h _S y�.r�J j•J CITY OF ATLANTIC BEACH f 800 SEMINOLE ROAD r ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 '1 J;i19, Application Number . . . . . 05-00031545 Date 1/ Property Address . . . . . . 824 SHERRY DR Tenant nbr, name . . . . . . REPLACE SERVICE 200AMP Application description . . . ELECTRIC ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 J'5 ?>� 6 Owner Contractor ------------------------ ------------------------ MCAFFE E4 ELECTRIC 824 SHERRY DRIVE 1247 BOCA GRANDE AVENUE ATLANTIC BEACH FL 32233 ATLANTIC BEACH FL 32233 (904) 509-5158 ---------------------------------------------------------------------------- Permit . . . . . . ELECTRICAL PERMIT Additional desc . . Permit Fee . . . . 105 . 00 Plan Check Fee . 00 Issue Date . . . . 10/31/05 Valuation . . . . 0 Expiration Date 4/30/06 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 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. BUILDING OFFICIAL ,CN CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD J ATLANTIC BEACH, FLORIDA 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 05-00030645 Date 6/23/05 Property Address . . . . . . 824 SHERRY DR Tenant nbr, name . . . . . . TEMP POLE Application description . . . ELECTRIC ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 Owner Contractor ------------------------ ------------------------ MCAFEE, SEAN OWEN ELECTRIC CO INC 824 SHERRY DRIVE IF 1775 LAKESIDE AVE ATLANTIC BEACH FL 32233 ST.AUGUSTINE FL 32084 (904) 509-5158 (904) 824-9940 ------------------------------------------------=----- Permit . . . . . . ELECTRICAL PERMIT Additional desc Permit Fee . . . . 70 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 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 J BUILDING MATERIAL,RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER. "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS" ISSUED ACCORDING TO APPROVED PLANS WHIC ART OF THIS PERMIjk4D S JECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. BUILDING OFFICIAL ri rLt ri,. CITY OF ATLANTIC BEACH K. ELECTRICAL PERMIT APPLICATION Date: �e�Z3l�S 2 Property Address: �Z kT L,1 Owner: Telephone Contractor: Telephone#: g1 +yy y71 Contractor Address: 1 -7 (A A A v - Fax#: 5127( 5-6 8 Contractor Signature: In consideration of permit given for doing tht work as described in the above stat ment, 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 being done on this building ❑ New )< Residence Temp. ❑ New Or site,list the building ❑ Old ❑ Commercial ❑ Signs ❑ Increase P�er yit num er. ❑ Re-wire ❑ Addition Sq.Ft. ❑ Repair [- _ 9 Db Conductor Size: AMPS: COPPER ALUMINUM Switch or RACE Breaker AMPS PH W VOLT WAY Existing Service Zy D RACE 7 Size AMPS /�'O 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.RATINGCEILING KW-HEAT ConditioningAMPS COMP.MOTOR OTHER MOTORS 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 b 800 Seminole Road•Atlantic Beach,Florida 32233-5445 Phone:(904)247-5800• Fax: (904)247-5845• htta.//www.ci.atlantic-beach:fl.us Revised 1/04 CITY OF ATLANTIC BEACH BUILDING / ZONING DEPARTMENT �t 800 Seminole Road p Atlantic Beach,Florida 32233 (904)247-5800 R E Ci G s V E I- i (904)247-5845 Fax CITY OF ATLANTIC BEACH j www.coab.usBUILDING P, 70NING JUN 10 200 PLAN REVIEW COMMENTS Permit Application # oS— -;f)c E>-3`:J) BY: C-4 Property Address: 8 Z-4 DR - Applicant: I - l c 4 r--a7F =Pvl Project: Z iJ-L> —�-�ot2 LID 1Tl Lit-, This pe it application has been: Approved F-� Reviewed and the following items need attention: D -D Please re-submit yo a ication when these items have been completed. Reviewed By: Date: Date Contractor Notified: CITY OF ATLANTIC BEACH i Y \.�,1 800 SEMINOLE ROAD A` �J ATLANTIC BEACH, FL 32233 ��f' INSPECTION PHONE LINE 247-5826 Application Number . . . . . 05-00031713 Date 12/07/05 Property Address . . . . . . 824 SHERRY DR Tenant nbr, name . . . . . . REROOF Application description . . . ROOF Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 7680 Owner Contractor ------------------------ ------------------------ MCAFEE, SEAN ROMANO ROOFING SERVICES 824 SHERRY DRIVE P.O. BOX 33037 ATLANTIC BEACH FL 32233 ATLANTIC BEACH FL 32233 (904) 509-5158 (904) 246-5649 ---------------- ------------------------------------------------------------ Permit ROOF PERMIT Additional desc . . Permit Fee 105 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 7680 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 4 y's PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. BUILDING OFFICIAL CITY OF ATLANTIC BEACH PERMIT CALCULATION SHEET Address 2 2 Date Heated Square Footage @$_ per sq ft= $ Garage/ Shed $ per sq ft= $ Carport/Porch $ per sq ft= $ Deck @ $ per sq ft= $ Patio @ $ per sq ft= $ TOTAL VALUATION: $ Total Valuation Remaining Value $,,. per thousand or portion thereof CONSTRUCTION TYPE: TOTAL BUILDING FEE $ ZONING: + '/s Filing Fee $ 3 FLOOD ZONE: _ ( ) Fireplaces @ $35.00 $ _ IMPERVIOUS SURFACE: BUILDING PERMIT FEE $ l0 5 WATER IMPACT FEE $ SEWER IMPACT FEE $ WATER METERYTAP $ CAPITAL IMPROVEMENT$ SEWER TAP $ C ( )RADON .0050 $ SECTION H PAVING( ) $ HYDRAULIC SHARES $ CROSS CONNECTION $ ST( ) SURCHARGE $ OTHER $ � D GRAND TOTAL DUE: S I QS CITY OF ATLANTIC BEACH Cc. BUILDING / ZONING DEPARTMENT L. Higgins a :n z 800 Seminole Road Atlantic Beach,Florida 32233 (904)247-5800 —� (904)247-5845 Fax www.coab.us PLAN REVIEW COMMENTS Permit Application # D J 1-713 Property Address: d/! Y r i V Applicant: Project: This ermit application hasPeen: Approved Reviewed and the following items need attention: Please re-submit your application when these items have been completed. Reviewed By: Date: �OL3O kc, Date Contractor Notified: 6� ECE1VED CITY OF ATLANTIC BEACH r�+ a BU�LDiNC R 7QNINC CITY Y OF ATLANTIC BEACH BY: Date: Job Address: Owner of Property: C '1" Address: 22-6t (�7 Telephone: Contractor: m� O t'`i 1 '�C State`Liicenssee Number: at Contractor's Address: �== -1 t-f1 k �-�1� �-• � Telephone: Fax: Scope of Work: 1 r�-x ` cot c) J Deck Slope: Greater than 2:12 Less than 2:12 Valuation of work: Product Name(Example: Timberline): 1 Manufacturer(Example: GAF): ASTM D2signation(s): �aA(02 Required Inspections: Sheathing and Final Signature of Owner: Date: A2 V S Signature of Contractor: Date: AS TO OWNER: Sworn to and subscribed before me this day of20_0-5 State of Florida,County of Duval n k&nn�-� Notary's Signature: ,�,��1 ELAINA ROM10 ❑ Personally known MY Com[NUSSION#VD311Mi ❑ Produced identification v, w wnt s:s_ {.. * 23,2@® p Type of identification produced 1-SZ�OARY aw,W, -, :c® AS TO CONTRACTOR: Sworn to and subscribed before me this -7 day of 1 ,20 State of Florida,County of Duval Notary's Signaturefzku�� : w ❑ Personally known � " ELAINAROMANO ❑ Produced identification MY COMMISSION#DD357393 Type of identification produced q, EXPIRES:Septanber 23.2008 800-00-3P'� n.Notary Discount Assn.CO- I-8j' 800 Seminole Road •Atlantic Beach,Florida 32233-5445 Telephone: (904)247-5800 •Fax: (904)247-5845 •http://w-ww.ei.atiantic-beach.fl.us Page 1 Revised 2/21/03 FROM :Romano Service FAX NO. :9042461692 Nov. 30 2005 03:57PM P3 / — Doc N 2005435M,OR SK 12913 Page 994, — Number Pages:1 tk Filed 8 Recorded 1129/2005 at 02:31 PM, JIM FULLER R CORDING CLERK E K CIRCUIT COURT DUVAL COUNTY 1 .00 Permit Lumber Tax Folio uumber j—jwl b NQTICE OF CO MMENCEMENT STATE OF FLORIDA COvrn-v OF u[rvm, THE UNDERSIDF.0 hemt)y gives notice that improvenient will be trade to certain real p operty, and ur acc(Tdance with Chapter 713,Florida Statutes,the fotlowiug information is providaI io this Notice of Conwjencetttent. 1. 13mription of projxmy: 24 { -_...... 2. jCk 4jeral rmplion of improvements: kvit 3. Owner infomnmatitm; a. .Name and Address, b, Intema in property! c. Nrmme and address of fee simple titleholder(oilier than owner): 4. 'ontrac tor's rant^4ud address: a. Phonc numberrl('ff."Z�Li . v t b.Fax nuttrlmcr: .'IM-Z4+Le1-1t)'9Z _ 5. Surety infcnrtlation. a. Name and address b. I'hone rhwmbcr c.Fax number: d Amount of bond: _ 6. Lauder's uame and address: it. !'bone uumber: ._ b.Fax numbed 7. Persun within the State of Florida designed by owner upon whour notices or other docurnents maybe served as provided by 713.12(l)(a),Florida Statmuw. Name and Address: H.Phone number: b.Fax number: --- 8, In addition to himselflhetscif,owner designates of _ to sx eive a copy of the Licnor's Notice as provided in Section 713.12(1)(h),Florida Statutes. 9. Expiration date of Notice of Cuutumcetnent (tbe expiration date is one (1) year ftnnt tlmc date of Recording unless a different date is specified). XSignature of Owner. -- --- Sworn to and su cn before me Us— _may of ---20 -- Notary: _ /` ?2�S+U-�� Known petsonalJy/lll slxtwn:__- My cotnnn 5siou expires: �'"" 'b 1~LAINA RQMANO i MY CUMAtISStUN N UD35739D �or.Ad t!X17R6Y:$�nm,23,�ODB FrMYMiyV Pl."'+n tK.carxNmCA CITY OF ATLANTIC BEACH j 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 05-00030539 Date 7/29/05 Property Address . . . . . . 824 SHERRY DR Tenant nbr, name . . . . . . 2ND ST ADD. 0 RAD/2450SCH Application description . . . RESIDENTIAL ADD/RENOVATE/ALTER Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 200000 Owner Contractor -------------- ---------- ------------------ ------ MCAFEE, IAN OWNER 824 SHERRY DRIVE ATLANTIC BEACH FL 32233 ATLANTIC BEACH FL 32233 (904) 509-5158 ---------------------------------------------------------------------------- Permit . . . . . . PLUMBING PERMIT Additional desc 20 FIXTURES Sub Contractor RINKWELL PLUMBING INC Permit Fee . . . . 175 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 175 . 00 175 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 175 . 00 175 . 00 . 00 . 00 j� T PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. 'Q�' r BUILDING OFFICIAL J CI'T'Y OF ATLANTIC BEACH PLUMBING PERMIT APPLICATION !J Date: Property Address:_ a- ^S Jr�— (` 1 (`q'' t PA C Owner- aa. Telephone#: Contractor: R zw)V o a, � Telephone#: �l�ti 13 5 Shy Contractor Address: 51 o S `o �w�r S u� Z OS Fax it: 7_1414. Contractor Signature: In consideration of permit given f oing 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, 1�New list the build* pernut numbbeer.. (I Re-Pipe Number of Fixtures: Bath Tubs Showers Closets Shower Pans Dishwashers Sinks Disposals Urinals Floor Drains Washing Machine Lavatory __��__ water Sewer Water Heaters Sprinkler System Other Fees Permit Issuing Fee: $35.00 Total Fixtures: _,,� X$7.00 + $35.00= 800 Seminole Road•Atlantic Beach,Florida 32233-5445 Phone:(904)247-5800• Fax: {904)247-5845• http:l www.ci.atiantic-beach.fl.0 Revised 1104 I •d sb6S-Lbz-is06 no 4oeaa of'4uei'4d ,}o 8130 e6T :oT s0 IT inC Graham Shirley— From: Carper, Rick Sent: Wednesday, April 05, 2006 3:23 PM To: Graham Shirley Subject: RE: 824 Sherry St I called and left a voice mail saying CO would be held until he makes a formal waiver request. Thanks, Rick ----------------------- From: Graham Shirley Sent: Wednesday,April 05, 2006 1:48 PM To: Carper, Rick; Kaluzniak, Donna; Deming,James; Nodine, Phil; Walker,Chris Cc: Cunningham, Kerri; Matthews,Carlene; Lanier,Joyce Subject: 824 Sherry St Ian has requested a final co inspection 4/6/06 for 824 Sherry Dr Permit#05 30539 Ian can be reached at 422 8604 Thanks Shirley 1 Graham Shirley From: Graham Shirley Sent: Wednesday, April 05, 2006 1:48 PM To: Carper, Rick; Kaluzniak, Donna; Deming, James; Nodine, Phil; Walker, Chris Cc: Cunningham, Kerri; Matthews, Carlene; Lanier, Joyce Subject: 824 Sherry St Ian has requested a final co inspection 4/6/06 for 824 Sherry Dr Permit#05 30539 Ian can be reached at 422 8604 Thanks Shirley 1 Graham Shirley From: Higgins, Larry J. Sent: Tuesday, April 04, 2006 8:20 AM To: Carper, Rick Cc: Graham Shirley Subject: RE: CO for 824 Sherry Drive From: Carper, Rick Sent: Tuesday,April 04, 2006 8:06 AM To: Higgins, Larry J.; Graham Shirley Cc; Doerr,Sonya Subject: CO for 824 Sherry Drive tallation of a parking m he I sent the owner of this property a letter on the in spoke on the phone, but telling i ut I am unaware of any action toward needed to remove it or get a waive from the commission. getting the waiver. Request the CO for this project be withheld until he takes satisfactory action on the parking pad. Rick Ricky L. Carper, P.E. Director of Public Works/City Engineer City of Atlantic Beach 1200 Sandpiper Lane Atlantic Beach, FL 32233 rcarper@coab.us PLEASE NOTE: Florida has a very broad public records law. Your e-mail communications maybe subject to public disclosure. i FORM 60OA-2001 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Whole Building Performance Method A Project Name: Mcafee Builder: Address: 824 Sherry Drive Permitting Office: City, State: Atlantic Beach, FL 32233- Permit Number: Owner: Mr. & Mrs. Mcafee Jurisdiction Number: Climate Zone: North I. New construction or existing Addition - 12. Cooling systems 2. Single family or multi-family Single family - a. Central Unit Cap:37.3 kBtu/hr - 3. Number of units,if multi-family 2 - SEER: 12.00 - 4. Number of Bedrooms 6 - b. Central Unit Cap:42.5 kBtu/hr - 5. Is this a worst case? No - SEER: 12.00 - 6. Conditioned floor area(ft2) 4000 ft2 c. N/A - 7. Glass area&type Single Pane Double Pane - a. Clear glass,default U-factor 102.0 ft2 623.0 ft2 - 13. Heating systems b. Default tint 0.0 ft2 0.0 ft2 - a. Electric Heat Pump Cap:42.0 kBtu/hr _ c. Labeled U or SHGC 0.0 ft2 0.0 ft2 HSPF:7.60 - S. Floor types - b. Electric Heat Pump Cap:47.0 kBtu/hr - a. Slab-On-Grade Edge Insulation R=0.0,206.0(p)ft - HSPF:8.00 - b. Raised Wood,Post or Pier 3%,C t2 - c. N/A - c. N/A - 9. Wall types - 14. Hot water systems a. Frame,Wood,Exterior R=1 1.0,2917.0 ft2 - a. Electric Resistance Cap:50.0 gallons - b. N/A - EF:0.92 - c. N/A - b. N/A - d. N/A - e. N/A c. Conservation credits - 10. Ceiling types - (HR-Heat recovery,Solar a. Under Attic R=30.0,2211.0 ft2 _ DHP-Dedicated heat pump) b. N/A - 15. HVAC credits OAF E c. N/A (CF-Ceiling fan,CV-Cr s ventil > F ATLANTIC BEACH 1 I. Ducts - HF-Whole house fan, lGrt�gTuILCING � ZONING a. Sup:Unc. Ret:Unc. AH(Sealed):Interior Sup.R=6.0,25.0 ft - PT-Programmable Then iostat, i b. Sup:Unc. Ret:Unc. AH(Sealed):Interior Sup.R=6.0,25.0 ft MZ-C-Multizone coolin , JUN 1 ro 2005 MZ-H-Multizone heatin ) BY: Total as-built points: 49915 PASS Glass/Floor Area: 0.18 Total base points: 55649 1 hereby certify that the plans and specif. ations covered Review of the plans and tilE sr by this calculation are in com specifications covered by this o`` Energy Code. calculation indicates compliance n Stat nn Jo S with the Florida Energy Code. PREPARED BY: Before construction is completed OC DATE: -l-t7S� this building will be inspected for I hereby certifyg that this b 'din as design is in compliance with Section 553.908 41 compliance with the Florida y Code. Florida Statutes. °D WE OWNER/AGENT: BUILDING OFFICIAL: DATE: DATE: EnergyGauge®(Version: FLRCPB v3.30) FORM 60OA-2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: 824 Sherry Drive, Atlantic Beach, FL, 32233- 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 4000.0 20.04 14428.8 Single,Clear W 6.0 6.0 15.0 43.84 0.53 348.8 Double,Clear N 1.0 9.0 24.0 19.20 0.99 457.8 Single,Clear E 6.0 6.0 15.0 47.92 0.52 372.2 Double,Clear N 1.0 9.0 24.0 19.20 0.99 457.8 Double,Clear E 7.0 6.0 30.0 42.06 0.48 599.9 Double,Clear W 1.0 9.0 64.0 38.52 0.99 2452.9 Double,Clear E 1.0 9.0 48.0 42.06 0.99 2007.2 Double,Clear E 7.0 6.0 30.0 42.06 0.48 599.9 Double,Clear W 8.0 5.0 20.0 38.52 0.44 336.8 Double,Clear W 6.0 9.0 48.0 38.52 0.64 1177.8 Double,Clear W 2.0 8.0 28.0 38.52 0.91 985.2 Single,Clear N 6.0 9.0 24.0 21.73 0.78 405.3 Double,Clear N 2.0 3.0 6.0 19.20 0.78 89.5 Single,Clear N 6.0 9.0 24.0 21.73 0.78 405.3 Double,Clear E 6.0 5.0 24.0 42.06 0.47 473.6 Double,Clear W 2.0 5.0 12.0 38.52 0.80 369.5 Double,Clear W 2.0 9.0 64.0 38.52 0.93 2304.9 Double,Clear E 6.0 9.0 48.0 42.06 0.63 1269.9 Double,Clear E 6.0 8.0 28.0 42.06 0.59 698.4 Double,Clear E 2.0 6.0 45.0 42.06 0.85 1610.2 Double,Clear S 2.0 5.0 24.0 35.87 0.72 622.7 Double,Clear S 9.0 9.0 48.0 35.87 0.52 896.2 Double,Clear W 8.0 3.0 8.0 38.52 0.38 116.5 Single,Clear W 8.0 9.0 24.0 43.84 0.56 585.7 As-Built Total: 725.0 19644.1 WALL TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Adjacent 0.0 0.00 0.0 Frame,Wood, Exterior 11.0 2917.0 1.70 4958.9 Exterior 2917.0 1.70 4958.9 Base Total: 2917.0 4958.9 As-Built Total: 2917.0 4958.9 DOOR TYPES Area X BSPM = Points Type , Area X SPM = Points Adjacent 0.0 0.00 0.0 Exterior Insulated 48.0 4.10 196.8 Exterior 48.0 6.10 292.8 Base Total: 48.0 292.8 1 As-Built Total: 48.0 196.8 EnergyGauge®DCA Form 60OA-2001 EnergyGauge®/FlaRES'2001 FLRCPB v3.30 FORM 60OA-2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: 824 Sherry Drive, Atlantic Beach, FL, 32233- PERMIT #: BASE AS-BUILT CEILING TYPES Area X BSPM = Points Type R-Value Area X SPM X SCM = Points Under Attic 2211.0 1.73 3825.0 Under Attic 30.0 2211.0 1.73 X 1.00 3825.0 Base Total: 2211.0 3825.0 As-Built Total: 2211.0 3825.0 FLOOR TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Slab 206.0(p) -37.0 -7622.0 Slab-On-Grade Edge Insulation 0.0 206.0(p -41.20 -8487.2 Raised 396.0 -3.99 -1580.0 Raised Wood,Post or Pier 19.0 396.0 0.77 303.3 Base Total: -9202.0 As-Built Total: 602.0 -8183.9 INFILTRATION Area X BSPM = Points Area X SPM = Points 4000.0 10.21 40840.0 4000.0 10.21 40840.0 Summer Base Points: 55143.5 Summer As-Built Points: 61281.0 Total Summer X System = Cooling Total X Cap X Duct X System X Credit = Cooling Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points (DM x DSM x AHU) 61281.0 0.467 (1.090 x 1.147 x 0.86) 0.284 0.950 8365.0 61281.0 0.533 (1.090 x 1.147 x 0.86) 0.284 0.950 9531.2 55143.5 0.4266 23524.2 61281.0 1.00 1.081 0.284 0.950 17896.1 EnergyGaugeTm DCA Form 60OA-2001 EnergyGauge®/FlaRES'2001 FLRCPB v3.30 FORM 60OA-2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: 824 Sherry Drive, Atlantic Beach, FL,32233- 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 4000.0 12.74 9172.8 Single,Clear W 6.0 6.0 15.0 28.84 1.17 504.7 Double,Clear N 1.0 9.0 24.0 24.58 1.00 589.7 Single,Clear E 6.0 6.0 15.0 26.41 1.29 509.3 Double,Clear N 1.0 9.0 24.0 24.58 1.00 589.7 Double,Clear E 7.0 6.0 30.0 18.79 1.33 751.0 Double,Clear W 1.0 9.0 64.0 20.73 1.00 1328.8 Double,Clear E 1.0 9.0 48.0 18.79 1.01 908.2 Double,Clear E 7.0 6.0 30.0 18.79 1.33 751.0 Double,Clear W 8.0 5.0 20.0 20.73 1.21 501.5 Double,Clear W 6.0 9.0 48.0 20.73 1.12 1114.6 Double,Clear W 2.0 8.0 28.0 20.73 1.02 594.0 Single,Clear N 6.0 9.0 24.0 33.22 1.01 807.8 Double,Clear N 2.0 3.0 6.0 24.58 1.01 149.4 Single,Clear N 6.0 9.0 24.0 33.22 1.01 807.8 Double,Clear E 6.0 5.0 24.0 18.79 1.34 604.1 Double,Clear W 2.0 5.0 12.0 20.73 1.06 263.5 Double,Clear W 2.0 9.0 64.0 20.73 1.02 1349.9 Double,Clear E 6.0 9.0 48.0 18.79 1.18 1067.2 Double,Clear E 6.0 8.0 28.0 18.79 1.21 637.4 Double,Clear E 2.0 6.0 45.0 18.79 1.06 896.0 Double,Clear S 2.0 5.0 24.0 13.30 1.40 446.9 Double,Clear S 9.0 9.0 48.0 13.30 2.73 1743.5 Double,Clear W 8.0 3.0 8.0 20.73 1.24 205.0 Single,Clear W 8.0 9.0 24.0 28.84 1.15 799.3 As-Built Total: 725.0 17920.3 WALL TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Adjacent 0.0 0.00 0.0 Frame,Wood, Exterior 11.0 2917.0 3.70 10792.9 Exterior 2917.0 3.70 10792.9 Base Total: 2917.0 10792.9 As-Built Total: 2917.0 10792.9 DOOR TYPES Area X BWPM = Points Type Area X WPM = Points Adjacent 0.0 0.00 0.0 Exterior Insulated 48.0 8.40 403.2 Exterior 48.0 12.30 590.4 Base Total: 48.0 590.4 1 As-Built Total: 48.0 403.2 EnergyGauge®DCA Form 60OA-2001 EnergyGauge®/FlaRES'2001 FLRCPB v3.30 FORM 60OA-2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: 824 Sherry Drive, Atlantic Beach, FL, 32233- PERMIT #: BASE AS-BUILT CEILING TYPES Area X BWPM = Points Type R-Value Area X WPM X WCM = Points Under Attic 2211.0 2.05 4532.5 Under Attic 30.0 2211.0 2.05 X 1.00 4532.5 Base Total: 2211.0 4532.5 As-Built Total: 2211.0 4532.5 FLOOR TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Slab 206.0(p) 8.9 1833.4 Slab-On-Grade Edge Insulation 0.0 206.0(p 18.80 3872.8 Raised 396.0 0.96 380.2 Raised Wood, Post or Pier 19.0 396.0 0.88 346.9 Base Total: 2213.6 As-Built Total: 602.0 4219.7 INFILTRATION Area X BWPM = Points Area X WPM = Points 4000.0 -0.59 -2360.0 4000.0 -0.59 -2360.0 Winter Base Points: 24942.2 Winter As-Built Points: 35508.7 Total Winter X System = Heating Total X Cap X Duct X System X Credit = Heating Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points (DM x DSM x AHU) 35508.7 0.472 (1.069 x 1.169 x 0.88) 0.449 0.950 7886.0 35508.7 0.528 (1.069 x 1.169 x 0.88) 0.426 0.950 8383.6 24942.2 0.6274 15648.7 35508.7 1.00 1.104 0.437 0.950 16258.9 EnergyGaugeT'DCA Form 60OA-2001 EnergyGauge®/FlaRES'2001 FLRCPB v3.30 FORM 60OA-2001 WATER HEATING & CODE COMPLIANCE STATUS Residential Whole Building Performance Method A - Details ADDRESS: 824 Sherry Drive, Atlantic Beach, FL, 32233- 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 6 2746.00 16476.0 50.0 0.92 6 1.00 2626.61 1.00 15759.7 As-Built Total: 15759.7 CODE COMPLIANCE STATUS BASE AS-BUILT Cooling + Heating + Hot Water = Total Cooling + Heating + Hot Water = Total Points Points Points Points Points Points Points Points 23524 15649 16476 55649 17896 16259 15760 49915 PASS 04 THE ST4 v OD EnergyGaugeTl DCA Form 60OA-2001 EnergyGauge®/FlaRES'2001 FLRCPB v3.30 FORM 60OA-2001 Code Compliance Checklist Residential Whole Building Performance Method A - Details ADDRESS: 824 Sherry Drive, Atlantic Beach, FL, 32233- 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 6-12.Switch or clearly marked circuit 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-2001 EnergyGauge®/FlaRES'2001 FLRCPB v3.30 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE SCORE*= 84.7 The higher the score,the more efficient the home. Mr. & Mrs. Mcafee, 824 Sherry Drive, Atlantic Beach, FL, 32233- 1. New construction or existing Addition - 12. Cooling systems 2. Single family or multi-family Single family - a. Central Unit Cap:37.3 kBtu/hr - 3. Number of units,if multi-family 2 - SEER: 12.00 - 4. Number of Bedrooms 6 - b. Central Unit Cap:42.5 kBtu/hr - 5. Is this a worst case? No - SEER: 12.00 - 6. Conditioned floor area(ft2) 4000 ft2 c. N/A - 7. Glass area&type Single Pane Double Pane - - a. Clear-single pane 102.0 ft' 623.0 ft2 - 13. Heating systems b. Clear-double pane 0.0 ft2 0.0 ft2 - a. Electric Heat Pump Cap:42.0 kBtu/hr - c. Tint/other SHGC-single pane 0.0 ft2 0.0 ft2 - HSPF:7.60 - d. Tint/other SHGC-double pane b. Electric Heat Pump Cap:47.0 kBtu/hr 8. Floor types - HSPF:8.00 - a. Slab-On-Grade Edge Insulation R=0.0,206.0(p)ft - c. N/A - b. Raised Wood,Post or Pier R=19.0,396.0ft2 - - c. N/A 14. Hot water systems 9. Wall types - a. Electric Resistance Cap:50.0 gallons - a. Frame,Wood,Exterior R=11.0,2917.0 ft2 - EF:0.92 - b.N/A - b. N/A - c. N/A - - d. N/A - c. Conservation credits - e. N/A (HR-cleat recovery,Solar 10. Ceiling types - DHP-Dedicated heat pump) a. Under Attic R=30.0,2211.0 ft2 - 15. HVAC credits MZ-C,MZ-H - b. N/A - (CF-Ceiling fan,CV-Cross ventilation, c. N/A HF-Whole house fan, 11. .Ducts - PT-Programmable Thermostat, a. Sup:Unc. Ret:Unc. AH(Sealed):Interior Sup.R=6.0,25.0 ft _ MZ-C-Multizone cooling, b. Sup:Unc. Ret:Unc. AH(Sealed):Interior Sup.R=6.0,25.0 ft MZ-H-Multizone heating) I certify that this home has complied with the Florida Energy Efficiency Code For Building Construction through the above energy saving features which will be installed(or exceeded) O�SSE STA in this home before final inspection.Otherwise,a new EPL Display Card will be completed > based on installed Code compliant features. - Builder Signature: Date: Address of New Home: City/FL Zip: j�c01)W-E, *NOTE: The home's estimated energy performance score is only available through the FLA/RES computer program. 1 This is not a Building Energy Rating.If your score is 80 or greater(or 86 for a US EPA/DOE EnergyStar TAdesignation), 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.ucf edu for information and a list of certified Raters.For information about Florida's Energy Efficiency Code For Building Construction, contact the Department of Community AffaijgWrgyl UNersion: FLRCPB v3.30) Mcafee Addition HVAC Load Calculations for Mr. And Mrs. Mcafee 824 Sherry Drive Atlantic Beach, FI 32233 I tm R9SID9NM AL , HVAC L LAD$ Prepared By: Glenn Jones Ocean State Heating and Air Conditioning 1476 Atlantic Blvd. Neptune Beach, FL 32266 (904)249-8251 Wednesday,June 01,2005 Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Mcafee Addition Ocean State Htg&A/C Page 2 Neptune Beach, FL 32266-1798 Project Report General Project Information Project Filename: C:\Elite\Rhvacw\Projects\Owner-Builders\Mcafee.rhv Project Title: Mcafee Addition Designed By: Ocean State Heating &Air Conditioning Project Date: Tuesday, May 31, 2005 Client Name: Mr. And Mrs. Mcafee Client Address: 824 Sherry Drive Client City: Atlantic Beach, FI 32233 Client Phone: 372-0024 Company Name: Ocean State Heating and Air Conditioning Company Representative: Glenn Jones Company Address: 1476 Atlantic Blvd. Company City: Neptune Beach, FL 32266 Company Phone: (904) 249-8251 Company Fax: (904) 249-8949 Company Comment: Design Data Reference City: Jacksonville, Florida Daily Temperature Range: Medium Latitude: 30 Degrees Elevation: 26 ft. Altitude Factor: 0.999 Elevation Sensible Adj. Factor: 1.000 Elevation Total Adj. Factor: 1.000 Elevation Heating Adj. Factor: 1.000 Elevation Heating Adj. Factor: 1.000 Outdoor Outdoor Indoor Indoor Grains Dry Bulb Wet Bulb Rel.Hum Dry Bulb Difference Winter: 32 0 0 72 0 Summer: 94 77 50 75 48 Check Figures Total Building Supply CFM: 2,811 (4.7 AC/hr) CFM Per Square ft.: 0.703 Square ft. of Room Area: 4,000 Square ft. Per Ton: 598 Building Loads Total Heating Required With Outside Air: 76,741 Btuh 76.741 MBH Total Sensible Gain: 61,792 Btuh 85 % Total Latent Gain: 10,595 Btuh 15 % Total Cooling Required With Outside Air: 72,387 Btuh 6.03 Tons (Based On Sensible +6.69 Tons (Based On 77% SensibleCapacity) Notes Calculations are based on 7th edition of ACCA Manual J. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads. M ')nnr- R•rZF AAA Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Ocean State Htg&A/C Mcafee Addition Neptune Beach, FL 32266-1798 Page 3 Total Building Summary Loads Component Area Sen Lat Sen Total Description Quan Loss Gain Gain Gain 3C Window Double Pane Clear Glass Metal Frame 431 12,499 0 20,110 20,110 8A Glass Door Single Clear Glass Wood Frame 102 4,038 0 3,845 3,845 9G French Door Double Clear Glass Wood Frame 192 4,008 0 9,056 9,056 11A Door Metal Fiberglass Core 48 1,132 0 640 640 12C Wall R-11 + 1/2" Gypsum(R-0.5) 987 3,553 0 2,009 2,009 12H Wall R-19+ 1/2" Gypsum Board(R-0.5) 1930 4,632 0 2,616 2,616 16G Ceiling Under Vent. Attic - R-30 Insulation 2211 2,919 0 3,138 3,138 201 Floor Over Open Crawl Carpet+ R-19 396 760 0 266 266 22A Slab on Grade No Edge Insulation 206 6,675 0 0 0 Subtotals for structure: 40,216 0 419680 41,680 People: 12 2,760 3,600 6,360 Equipment: 0 1,200 1,200 Lighting: 0 0 0 Ductwork: 12,790 0 10,299 10,299 Infiltration: Winter CFM: 540, Summer CFM: 240 23,735 7,835 5,013 12,848 Ventilation: Winter CFM: 0, Summer CFM: 0 0 0 0 0 Sensible Gain Total: 61,792 Temperature Swing Multiplier: X 1.00 Total Building Load Totals: 76,741 10,595 61,792 72,387 Check Figures Total Building Supply CFM: 2,811 (4.7 AC/hr) CFM Per Square ft.: 0.703 Square ft. of Room Area: 4,000 Square ft. Per Ton: 598 Building Loads Total Heating Required With Outside Air: 76,741 Btuh 76.741 MBH Total Sensible Gain: 61,792 Btuh 85 % Total Latent Gain: 10,595 Btuh 15 % Total Cooling Required With Outside Air: 72,387 Btuh 6.03 Tons (Based On Sensible + Latent) 6.69 Tons (Based On 77%Sensible Capacity) Notes Calculations are based on 7th edition of ACCA Manual J. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads. n.ori:a.. n.......... n.,.....a..\r1........ D.,;I.d.- \KA...;-- .k- %A/orinccrin%/ luno 01 9n0r; R-rA ANA Elite Software Development,Inc. Rhvac-Residential&Light Commercial HVAC Loads Mcafee Addition Ocean State Htg&A/C Page 4 Neptune Beach, FL 32266-1798 System I Summary Loads Component Area Sen Lat Sen Total Description Ouan Loss Gain Gain Gain 3C Window Double Pane Clear Glass Metal Frame 192 5,568 0 7,586 7,586 30 1,188 0 1,260 1,260 8A Glass Door Single Clear Glass Wood Frame 9G French Door Double Clear Glass Wood Frame 96 2,004 0 5,704 5,704 11A Door Metal Fiberglass Core 1,132 0 640 640 12C Wall R-11 + 1/2" Gypsum(R-0.5) 98877 3,553 0 2,009 2,009 501 1,202 0 679 679 12H Wall R-19+ 1/2" Gypsum Board(R-0.5) 22A Slab on Grade No Edge Insulation 206 ,675 0 0 0 Subtotals for structure: 211,322 0 17,878 17,878 People: 1,380 1,800 3,180 Peo P 6 0 1,200 1,200 Equipment: 0 0 0 Lighting: 6,387 0 4,625 4,625 Ductwork: 10,615 3,504 2,242 5,746 Infiltration: Winter CFM: 242, Summer CFM: 107 0 0 0 0 Ventilation: Winter CFM: 0, Summer CFM: 0 27,745 Sensible Gain Total: X 1.00 Temperature Swing Multiplier: 38,324 4,884 27,745 32,629 System 1 Load Totals: Check Figures 0.706 Supply CFM: 1,262 (4.7 AC/hr) CFM Per Square ft.: 596 Square ft. of Room Area: 1,789 Square ft. Per Ton: System Loads Total Heating Required With Outside Air: 38,324 Btuh 38.324 MBH Total Sensible Gain: 27,745 Btuh 85 Total Latent Gain: 4,884 Btuh 15 Total Cooling Required With Outside Air: 32,629 Btuh 3.00 Tons (Based On 77% Sensibl2.72 Tons (Based On Sensible+ e Capacity) Notes _ Calculations are based on 7th edition of ACCA Manual J. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads. 1�larinacriav .li ina ni Pnns R'SR AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Ocean State Htg&A/C Mcafee Addition Neptune Beach, FL 32266-1798 Page 5 System 2 Summary Loads Component Area Sen Lat Sen Total Description Quan Loss Gain Gain Gain 3C Window Double Pane Clear Glass Metal Frame 239 6,931 0 12,524 12,524 8A Glass Door Single Clear Glass Wood Frame 72 2,850 0 2,585 2,585 9G French Door Double Clear Glass Wood Frame 96 2,004 0 3,352 3,352 12H Wall R-19+ 1/2" Gypsum Board(R-0.5) 1429 3,430 0 1,937 1,937 16G Ceiling Under Vent. Attic - R-30 Insulation 2211 2,919 0 3,138 3,138 201 Floor Over Open Crawl Carpet+ R-19 396 760 0 266 266 Subtotals for structure: 18,894 0 23,802 23,802 People: 6 1,380 1,800 3,180 Equipment: 0 0 0 Lighting: 0 0 0 Ductwork: 6,403 0 5,674 5,674 Infiltration: Winter CFM: 298, Summer CFM: 133 13,120 4,331 2,771 7,102 Ventilation: Winter CFM: 0, Summer CFM: 0 0 0 0 0 Sensible Gain Total: 34,047 Temperature Swing Multiplier: X 1.00 System 2 Load Totals: 38,417 5,711 34,047 39,758 Check Figures Supply CFM: 1,549 (4.7 AC/hr) CFM Per Square ft.: 0.701 Square ft. of Room Area: 2,211 Square ft. Per Ton: 600 System Loads Total Heating Required With Outside Air: 38,417 Btuh 38.417 MBH Total Sensible Gain: 34,047 Btuh 86 % Total Latent Gain: 5,711 Btuh 14 % Total Cooling Required With Outside Air: 39,758 Btuh 3.31 Tons (Based On Sensible + Latent) 3.68 Tons (Based On 77% Sensible Capacity) Notes Calculations are based on 7th edition of ACCA Manual J. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads. C.-\Flita\Rhvarw\Prniar..tc\nwnar-Riiilriarc\Mrafaa rhv 01 9nnF A.rP AnA Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Ocean State Htg&A/C Mcafee Addition Neptune Beach, FL 32266-1798 Page 6 System I Room Load Summary Htg Htg Run Run Clg Clg Clg Zone Cig Air Room Area Sens Nom Duct Duct Sens Lat Nom Actj Adj Sys No Name SF Btuh CFM Size Vel Btuh Btuh CFM Fact CFM CFM ---Zone 1--- 1 Bedroom 1 180 4,836 63 2-5 486 2,911 833 132 1.00 132 132 2 Bedroom 2 165 4,758 62 2-5 482 2,890 833 131 1.00 131 131 3 Bedroom 3 143 2,969 39 1-6 471 2,034 747 93 1.00 93 93 4 Storage 63 0 0 0-0 0 0 0 0 1.00 0 0 5 Bath 1 45 312 4 1-4 46 88 0 4 1.00 4 4 6 Bath 2 40 2,287 30 1-4 371 712 230 32 1.00 32 32 7 Living 483 6,227 81 3-6 612 6,334 613 288 1.25 360 288 8 Foyer 105 3,210 42 2-6 549 4,514 460 205 1.05 216 205 9 Hall 63 0 0 0-0 0 0 0 0 1.00 0 0 10 Dining Room 180 4,058 53 1-5 541 1,622 287 74 1.00 74 74 11 Kitchen 322 9,667 126 4-6 481 6,640 881 302 1.25 378 302 System 1 total 1,789 38,324 498 27,745 4,884 1,262 1,420 1,262 System 1 Main Trunk Size: 20 in. Velocity: 579 ft./min Loss per 100 ft.: 0.042 in.wg Cooling System Summary Cooling Sensible/Latent Sensible Latent Total Tons Split Btuh Btuh Btuh Net Required: 2.72 85%/ 15% 27,745 4,884 32,629 Recommended: 3.00 77%/23% 27,745 8,287 36,032 ('•\Fliio\RMrorn\Prnio�+c\(lunor_Riiilrlorc\AAro400 rhv \A/orJnoorl�a J__ lli )nn= O•GC ARA Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development, Inc. Mcafee Addition Ocean State Htg&A/C Neptune Beach,FL 32266-1798 Page 7 System 2 Room Load Summary Htg Htg Run Run Clg Clg Clg Zone Clg Air Room Area Sens Nom Duct Duct Sens Lat Nom Adj Adj Sys No Name SF Btuh CFM Size Vel Btuh Btuh CFM Fact CFM CFM ---Zone 1-- 12 Bedroom 5 204 5,051 66 3-6 478 4,952 1,013 225 1.25 282 225 13 Bath 3 72 770 10 1-4 238 457 64 21 1.00 21 21 14 Closet 4 56 2,477 32 1-4 699 1,340 255 61 1.00 61 61 15 Bedroom 4 154 2,302 30 1-6 464 2,002 715 91 1.00 91 91 16 Laundry 104 1,219 16 1-5 537 1,288 128 59 1.25 73 59 17 Living 483 5,880 76 4-6 490 6,767 681 308 1.25 385 308 18 Play Room 400 6,180 80 3-6 465 5,735 809 261 1.05 274 261 19 Master Bedroom 396 7,447 97 3-6 534 6,918 1,194 315 1.00 315 315 20 Master Bath 1 90 3,556 46 2-5 461 2,048 511 93 1.35 126 93 21 Master Bath 2 252 3,535 46 2-5 530 2,540 341 116 1.25 144 116 System 2 total 2,211 38,417 499 34,047 5,711 1,549 1,772 1,549 System 2 Main Trunk Size: 24 in. Velocity: 493 ft./min Loss per 100 ft.: 0.024 in.wg Cooling System Summary Cooling Sensible/Latent Sensible Latent Total Tons Split Btuh Btuh Btuh Net Required: 3.31 86%/ 14% 34,047 5,711 39,758 Recommended: 3.68 77%/23% 34,047 10,170 44,217 f:•\Flita\Rhvarw\PrniPcts\Owner-Builders\Mcafee.rhv Wednesday, June 01, 2005, 8:56 AM Z-1 J'Jv� SS, CITY OF ATLANTIC BEACH j 800 SEMINOLE ROAD J = ATLANTIC BEACH, FLORIDA 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 04-00028492 Property Address Date 6/18/04 Tenant nbr, name � 824 SHERRY DR Application description RE-GROUND P ELECTRIC ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 Owner Contractor ------------ ------------ ------------------------ CAIL, STEVE JACK' S ELECTRIC 824 SHERRY DRIVE 12750 AGATITE RD ATLANTIC BEACH FL 32233 JACKSONVILLE FL 32258 ----- (904) 509-5158 (904) 813-6069 ---------------------------------------- Permit . . . . ELECTRICAL PERMIT Additional desc . . Permit Fee . . . . 70 . 00 Plan Check Fee Issue Date . 00 Valuation 0 Fee summary Charged Paid Credited Due ---------- ---------- __________ Permit Fee Total 70 . 00 70 . 00 Plan Check Total00 00 . 00 . 00 . 00 . 00 Grand Total 70 . 00 70 . 00 . 00 . 00 i 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 'rLit� �,, Date: Property Address: (�`kf:-ye Owner: (c 1 Telephone �� Contractor: h I � Telephone Contractor Addres Fax#: In consideration of permit given or doing t e 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: ElTrailer Service: if other construction is ElNew LlResidence C3Temp. ❑ New being done on this building ❑ Old 13Commercial C3Signs ❑ Increase Or site,list the building Ll Re-wire ElAddition Sq.Ft. ❑ Repair Permit number: Conductor Size: AMPS: COPPER AI PJM Switch or Breaker AMPS pg RACE W VOLT WAY Existing Service Size AMPS pH RACE W VOLT WAY Feeders: NO. SIZE NO SIZE NO SIZE Lighting Outlets CONCEALED OPEN Receptacles CONCEALED OPEN 10 AMPS Switches Incandescent Fluorescent & M.V. Fixed o.loo aivtrs 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 I NO. OVER 1 H.P. PHS UNDER600V OVER600V Transformers NO. KVA NO. KVA No.Neon_Transf. Ea. Si Miscellaneous 800 Seminole Road-Atlantic Beach,Florida 32233-5445 Phone: (904)247-5800- Fax: (904)247-5845 - http://www.ci.atiantic-beach.fl.us `SS, CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD jm ATLANTIC BEACH, FLORIDA 32233 y r` INSPECTION PHONE LINE 247-5826 Application Number . . . . . 04-00028374 Date 6/01/04 Property Address . . . . . . 824 SHERRY DR Tenant nbr, name . . . . . . INSTALL 9 FIXTURES Application description . . . PLUMBING ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 Owner Contractor ------------------------ -- ---------------------- CAIL, STEVE CHRISTY FIRST COAST PLUMBING 824 SHERRY DRIVE P.O. BOX 50446 ATLANTIC BEACH FL 32233 JAX BEACH FL 32240 (904) 509-8158 (904) 247-4419 ---------------------------------------------------------------------------- Permit . . . . . . PLUMBING PERMIT Additional desc . . Permit Fee . . . . 98 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 98 . 00 98 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 98 . 00 98 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING DES. BUILDING OFFICIAL May 26 04 10: 59a Julie Christy 904-249-4660 p. l CITY OF ATLANTIC BEACH PLUMBING PERMIT APPLICATION J r "loii 9 - Date: Pro,)erty Address: Owi ier: C(,f 1 Telephone#• Contractor: C�-f Telephone#: �`7 �� Contractor Address: 'Fax#: in Cor sideration of permit given for doing the work as described in the above statement,we hereby agree to perform said work in accort ince with the attached plans and specifications which are a part hereof and in accordance with the City of Atlantic Beach J ordin:rce and standards of good practice listed therein. I Instal:;ition of plumbing and fixtures must be in accordance with the most.recem edition of the Southern Standard Plumbing Code. Plur ibing 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 Dishwashers Sinks Disposals Urinals i Floor Drains _ Washing Machine oq-- Lavatory Water Sewer Water Heaters Other Fees Permit Issuing Fee: $35.00 Total Fixtures: _ X$7.00 t $35.00= 800 Seminole Road.Atlantic Beach,Florida 32233-5445 Phone: (904)247-5800. Fax: (904)247-584.5. http:l/www.ci.atlantic4mach.fl.us DEPARTMENT OF BUILDING FOR OFFICE USE ONLY CITY OF ATLAN°iIC BEACH, FLORIDA Date 19 ----------- Permit #301Fee $ '2J2 Application for Permit Valuation $ for Misc. Alterations House ## and Repairs DESCRIBE- CZ46;/_ (state if to repair, alter, (/add o or move building, erect awnings or signs, etc. ) S Building on: " ot Blk No. Sub Div. Address Valuation $ Owner' s Name BUILDINGS & OCCUPANCY Building Use - Residential or Business What Plunbing work to be done? .Size ci Present Bldg. Size of Extension Lot size Material of Roof I.To. of storie, now after altered Material of Present Building Material of Extension PLANS MUST BE SUBMITTED HEREWITH SIGNS .Size _ Classification (:.tate whether ground, roof, wall, projecting banner) Matey ::,1 of Construction Illuminated? Type of illumination (State whether lamps or neon) Will sign be over public property? SULMIT DRAWING SHOWIPTG CONSTRUCTION OF SIGN AND METHOD OF HANGING WRITE ADDITIONAL INFORMATION BELOW (For canvas awnings provide dimensioned drawing on reserve side) IMPORTA1,7f NOTICE: In -onsideration 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 building regulation3 of the City of Atlantic Beach. Southern Standard Building Code) Signature f Bui' r=ner Address Phone M ;-' z o_ �n M ► � n z n x t ACCOUNT APPLICATION FOR 14ATER CUT-In TO THE CITY OF ATLANTIC BEACH: Application is hereby made for -water cut-in at the following address for units. —,L Cut-In charge of Street No Lot (n 2 Block Subdivision Ordered by: 71 OVINER: ` Mailing Ad ress oma DATE: ACCOUNT NO. DETER 1.10. DATE, INSTALLPD CITY OF ATLANTIC BEACH APPLICATION FOR PLUMBING PERMIT PERMIT NO. DATE : � LOCATION LCT NO.! 4 BLOCK NO. S/D .� OWNER_.._ti(/l�iv MASTER I'LUhiIIER BLDG. BUILDER OF: CUNTR CTOR �� PERMIT NO. TYPE OF BUILDING SINNSLAVATORY (. BATH TUBS URINALS + 1:�---CLOSETS FLOOR DRAINS_ �SHOWERS IWATER HEATERS DISHWASHERS DISPOSALS OTHER 70TAL F'' ` ,rURES @1 .00 NO WORK MUST BE DONE UNITL A PERMIT HAS BEEM PROCURED PLANS AND SPECIFICATIONS must show a plan and description of the .mite and location of all the soil and, vent pipes , and the number and location of all fixtures ,' (In accordance with Ordinance No . 188 of the City of Atlantic Beach, Florida) must be shown on back of application and be approved by the PlurbinU Inspector . DRAW PLAND SPECIFICATION OF ABOVE PLUMBING ON BACK Approved by Plumbing Inspector Date (FOR OFFICE USE ONLY) Rough-In Inspected REMARKS Final Inspected CERTIFICATE ISSUED: CITY Or ��eautcc �eacl - ��v�cd,� 800 SEMINOLE ROAD ATLANTIC BENCH, FLORIDA 33233-5445 - - _ - - - TELEPHONE(90.1) 247-5800 FAX (904) '_-17-5805 5 �►---- -- -- - -- - I ►�IhM26"1999 Si=NCOM 852-5800 Joseph E. Fox Florida Metal Structures 6111 Beach, Boulevard Jar-ksonville, FI 32216 Re: Rsqulmd Inspections for Constmcdon In the City of Adan9c Such Dear Sir: Tease be noted that a review of our records reveals that no inspections have been Performed at the foliaMng addresses: 415633 624 Sherry give #16627 1400 Violet Street #17339 370 Dudley Street #17340 6335 Main Street Our records indicate that telephone calls have been made to your office on several occasions. Please arrange for these properties to be inspected as soon as possible. My next communication with you will be in the form of a Complaint against your license to the Department of Professional Regulation. Please call me at (904) 247-5626 if you have any questions regarding this matter. Sincerely, Don C. Ford Building Official DCFlpah cc: Homeowners PSR-3844 13qn4_ DEPARTMENT OF BUILDING CITY OF ATLANTIC BEACH PERMIT INFORMATION LOCATION INFORMATION Permit Number . 13904 Address : 824 SHERRY DRIVE Permit Tvve : ELECTRICAL ATLANTIC BEACH . FLORIDA 3223-_1 ','lass of Work :ALTERAT1',N LEi,_,'AL DESCRIFTION Constr . Type:CONCRETE Block: Lot , Twr. : Proposed Use ,. Section- 0 Subri : C. Rnc• Dwellings : 1 Subdivision: Est . Value : Improv. Cost : n - 00 Total Fees : 25 . Q1 t _44NER INFTIRMA' I0 N ---- - - APPLICATION FEES WARREN 3 , -jjTLDERS - SR. rFFMIT 25 r .,iddr 824 SHERRY DRIVE JATLANTI ' FEACH_ FLORIDA 322 , I.WRMATION EARLY EL&CTRIC wOMPAW',' Iddr : 324 SIXTH AVE. NORTH JAX. BCH. FL . 32,2(.-00_ Exp : NOTES: NOTICE -ALL CONCRETE FORMS AND FOOTINGS MUST BE INSPECTED BEFORE POURING PERMIT VOID SIX MONTHS AFTER DATE OF ISSUE BUILDING MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER "FAILURE TO COMPLY WITH THE MECHANICS' LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS." ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. ATLANTIC BEACH BUILDING DEPARTMENT By: 4 CITY OF ATLANTIC BEACH, FLORIDA Approved by APPLICATION FOR ELECTRICAL PERMIT TO THE CHIEF ELECTRICAL INSPECTOR: DATE: 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 IN ACCORDANCE WITH THE ELECTRICAL REGULATIONS, CODES AND CITY OF ATLANTIC BEACH ORDINANCES. ELECTRICAL FIRM: MASTER KIECTRICIAN SIGNATURrt JOURNEYMAN NAME � � 1�� ADDRESS: - Wle, RFD BOX BLDG.SIZE BETWEEN: RES. ( '1 APT. ( ) comm. ( ) PUBLIC ( ) INDUS. ( ) NEW ( ! OLD ( -t-- REW. ( ► ADDITION ( ) TRAILER ( ► TEMP. ( ) SIGNS ( ) SQ. FT. SERVICE: NEW ( 1 INCREASE ( 1 REPAIR ( 1 FEE CONDUCTOR SIZE AMPS COPPER ( ► ALUM. ( ) SWITCH OR BREAKER AMPS PH W VOLT RACEWAY EXIST.SERV.SIZE VQ AMPS PH I WL-le VOLT _ RACEWAY FEEDERS NO. SIZE NO. SIZE NO. SIZE LIGHTING OUTLETS CONCEALED OPEN TOTAL RECEPTACLES CONCEALED OPEN TOTAL 0-30 S. 31.100 AMPS. SWITCHES INCANDESCENT FLUORESCENT&M.V. FIXED 0.100 AMPS. OVER APPLIANCES BELL TRANSF. AIR H.P. RATING H.P. RATING CONDITIONING COMP. MOTOR OTHER MOTORS AMPS CEIL HEAT: KW-HEAT 0-1 OVER MOTORS H.P. VOLTAGE PHS NO, 1 H.P. VOLTAGE PHS MISCELLANEOUS TRANSFORMERS: UNDER 600 V. OVER 600 V. NO. KVA I NO. IKVA NO. NEON TRANSF. NO. VA. MA. MOTOR SIZE JSWITCH I FLASHER EACH SIGN FORWARDED TOTAL FEES PSR-3844 13982 - DEPARTMENT 982DEPARTMENT OF BUILDING CITY OF ATLANTIC BEACH - -- - PERMIT INFORMATION --- ------ LOCATION INFORMATION -- --- ?ermit Number: 13982 address : 824 SHERRY DRIVE Permit Tvpe:UTILITIES ATLANTIC BEACH . FLORIDA-32233 lass of Werk:NEW ------- LEGAL DESCRIPTION - Constr . Tvpe :WOOD Block: Lot : Twp Proposed rJse Section: 0 Subd :0 Rna - Dwellings : 0 Subdivision:A Est . Value: 0 •Or' Improv . Cost : 0 . 00 Total Fee's,. 25 . 00 Amount Paid: 25 . 00 . - - - _,WNER INFORMATION --__.. ------- -- APPLIC'ATION FEES -------__. N ame WP_RREN SII I LI'FR PERMIT `5 n"; Addr 324 SHERRY DRIVE ATLANTIC BEACH , FLORIDA 322: Phone° ` 904 C;'41-7'79Q ------ --, ,NTF:F� 'TCR I NFIRMAT I ON -- - Name, -- -Name' AMERICAN WELL & IRRIGATION IN . Addr - 2157 THE WOODS DRI`1 E JACKS,'",NV I LLE . FL 32246 1117 : 2575 Exp : 1 NOTES: NOTICE —ALL CONCRETE FORMS AND FOOTINGS MUST BE INSPECTED BEFORE POURING PERMIT VOID SIX MONTHS AFTER DATE OF ISSUE BUILDING MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER "FAILURE TO COMPLY WITH THE MECHANICS' IMPROVEMENTS-LIEN LAW CAN RESULT 95 THE PROPERTY OWNER PAYING TWICE FOR BUILDING ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION Fb 14 VIOLATION OF APPLICABLE PROVISIONS OF LAW. 8855947 CHECKS ciii 88188883221888 ATLANTIC BEACH BUILDING DEPARTMENT BY: CITY OF ATLANTIC BEACH APPLICATION FOR PLUMBING PERMIT <3 �!-cf L' " r� , JOB LOCATION: r OWNER OF PROPERTY: PLUMBING CONTRACTOR: (( j�,, l CONTRACTOR'S ADDRESS: � `T 7 �`"(.t t_ wo�i2 t J STATE LICENSE NUMBER: ^` TELEPHONE: HOW MA11Y OF THE FOLLOWING FIXTURES INSTALLED SINKS SHOWERS LAVATORIES WATER HEATERS BATH TUBS DISHWASHERS URINALS DISPOSALS CLOSETS WASHING MACHINES FLOOR DRAINS SHOWER PANS OTHER TOTAL FIXTURES: X 3.50 + $15.00 MINIMUM PERMIT FEE _ $25.00 SIGNATURE OF OWNER: SIGNATURE OF CONTRACTOR: ----------------------------------------------------------------------------- INSTALLATION OF PLUMBING AND FIXTURES MUST BE IN ACCORDANCE WITH THE 1994 STANDARD PLUMBING CODE. CALL A DAY AHEAD TO SCHEDULE INSPECTIONS - (904) 247-5826 SEWER CONNECTIONS MUST BE CALLED IN TO PUBLIC WORKS FOR INSPECTION PRIOR TO COVERING UP - (904) 247-5834. PSR-38»< DEPARTMENT SR 384- DEPARTMENT OF BUILDING CITY OF ATLANTIC BEACH fERM IT INFORMATION LOCATION INFORMATION Adress ; 824 SHERRY DRIVE .."ermit Numbet . 13858 ATLANTIC BEACH . FLORIDA 32.-")-�� Permit Tvpe :DRIVEWAY LEGAL DESCRiPTION 'lass ot Work -NEW Block : Lot : TwP constr . Type :WOOD Section: Subd: 0 Rno Proposed Use : Dwellinao : 0 Subdivision!A Est . Value ; Tmprov . Cost Total Fe4z- Amount Paid,,-. APPLICATION FEES r T7 T.,M T Ir ame: fy PELVE A.ftJ f T!'- BEA,714, FLORIDA NFORMATI Name : LUCKIN i;bfi5TRUCTION ?fid,, ir- 241 ATL94TIC BLVUI4' nTLANTIC ACH , FL"..)RIDA 3-'233 c » CRC04 4'�*4 ExT- NOTES: NOTICE —ALL CONCRETE FORMS AND FOOTINGS MUST BE INSPECTED BEFORE POURING PERMIT VOID SIX MONTHS AFTER DATE OF ISSUE BUILDING MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER "FAILURE TO COMPLY WITH THE MECHANICS' LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS,99 ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. i25.ex CHECKS ATLANTIC BEACH BUILDING DEPARTMENT By: -----;7 NOildVO 3AOBb 3HI NI NMOHS SV SONV-1 3H1 -n -� A o / DJ Jo� 14% At dp 110 1 � PSR-384,1 13890 DEPARTMENT OF BUILDING CITY OF ATLANTIC BEACH PERMIT ------ LOCATION !NFORMATION :-ermit Number : Actress : 824 SHERRY DRIVE Permit Tvpe: r--LUMEINr.'1 ATLANTIC BEACH , FLORIDP� 3211 -lass of Worh :ALTERATION LEGAL DESCRIPTION., Cc-nstr . Tvpe*WOf--lP. Block * Lot : Twp f-toposed Use: Section : n 3-ubd: Q Dwellings : e ,} 3ivivicn :A Est . Value: Improv . Cost : C, T,:rr-ai Fee., 25 FLCRIDA Bt!�Cqi C0#TRACT-0R ''INFORMAT1 4' Aame: LAR!k! TE UE AND SONS 3ddr.;---a"9 -4 -S(yI-I)E -BOULEVkR T 4V,,, FL 31 2--1.3 JACKS01 Li q'--"t7r` ► Exr * TvI4! 4 NOTES: NOTICE —ALL CONCRETE FORMS AND FOOTINGS MUST BE INSPECTED BEFORE POURING PERMIT VOID SIX MONTHS AFTER DATE OF ISSUE BUILDING MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER "FAILURE TO COMPLY WITH THE MECHANICS' LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS-99 ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SU-93G TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. ATLANTIC BEACH BUILDING DEPARTMENT By: CITY OF ATLANTIC BEACH APPLICATION FOR PLUMBING PERMIT JOB LOCATION:-�R __<:,l` --------------------- � OWNER OF. PROPERTY:_____� r� S------------------------- BUILDING CONTRACTORS____________________________________________ LARRY TEAGUE & SONS PLUMBING CONTRACTOR ____________________________________________ AND ADDRESS: TELEPHONE NUMBERS ____ �e ` rF V ; � STATE LICENSE NO: ------------------------------- TYPE OF BUILDING: _______ _ _f--------- _ _ _ -------- SINKS -------------_____________SH-OOWERS LAVATORY WATER HEATERS ____________BATH TUBS __DISHWASHERS ' i URINALS DISPOSALS CLOSETS WASHING MACHINE FLOOR DRAINS _____SHOWER PANS OTHER TOTAL FIXTURE ` -)UNT:---------- x 93. 50 + 915. 00 = S_-__---____ ----------------------------------------- ----------------------- INSTALLATION OF PLUMBING AND FIXTURES MUST BE IN ACCORDANCE WITH THE MOST RECENT EDITION OF THE SOUTHERN STANDARD PLUMBING CODE. CALL A DAY AHEAD TO SCHEDULE INSPECTIONS - (904) 247-5826 0002210 DEPARTMENT OF BUILDING CITY OF ATLANTIC BEACH L 0CA rI QN rAlr"'Q171V4 7"l CtfJ rnx tVrrmb r.,. 001 0 51-IC-1°f' Y .0 lu S.'c PL.f.TLDmv r?ngGf•f, E xR-rPa? ,:Fc `..;. •,�',�,�� c �' 6Wctrnk r o'3.Q,pI rIQN �..w„_ .w.._....., LEQAL1 'r"CRT6'T"tQN ..•. wcrn�s t rY. ryp&x tVf D Mita Cal cYck y marc t a ,. fvQf_E rigmrL k' rs:a+rrr tr i ra. ;"vff(? 'aa+r3r1.T x Y,�rB: � ["crcf�a � "�.tbc1 s i'3�x C+fir i ►� 00. 00 00. 00 7"s:y�i4t 1 r 6L�, 04.4 �,�srar dJr�t7R N �,.X L QCYv'E r.ERml r r, .^• 7t.•F-RrY DR.T vc. oJ�rL"h' Tl+7'�r7� a !'E�' s�'0. 00 rLAiT1'i.7 .-17� ,'?Ckla FLQRfD i 34:?L S &t.7i? 1hfP,47G"7" rErw --7:-80, fnl► TER AtEr "R 3� ?. ,' RAD17N GA �.� 00. arab r,,w �r, - A r IWA rEr rap 00. 00 Name.- C.,• .. !'T"4 t;r;i.`� SEAA "R rAfY 00� 00. "1rft r , • r- lfYvRam r -mwygRr 90. 00 REw-rNQrEcr rrr- ,00 cNcrNEER:rN O rl fER A.”, NOTES: NOTICE —ALL CONCRETE FORMS AND FOOTINGS MUST BE INSPECTED BEFORE POURING PERMIT VOID SIX MONTHS AFTER DATE OF ISSUE BUILDING MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER. "FAILURE TO COMPLY WITH THE MECHANICS' LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS." ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. ATLANTIC BEACH BUILDING DEPARTMENT By: T _, z APPLICATION FOR FENCE PERMIT ' 241-7780 WARREN S. cYc DOROTHY CHILDERS _____phone"$41&TT80 T Ownersname----------------------------------------- ------------- Job address_ Retired------------------------------------------------------- Lot 67,68,69block and/or unit, # lection _j3 __subdivisiongaltair_____________ Contractor if different from owner____11_A __________________________ ----------------------------------------- Valuation of fence 9__________________ Corner or interior lot3,Qe_j, jDY-___ Type construction-----b�_,3�D�}� I-______________ Show location and height of fence as well as location of street(s). Request is made for a fence permit to build a 6' high privacy . fence on the rear of Lots 67,68, and 69 (partial) as shown on the attached plat map. The fence will run in the backyard from the corner of our home to the property line ( approximately 10 feet) , thence in a south- westerly direction alomg thd' property line to' a Joint approximately 6' from the NW corner of theUtility building located on the SW cor- ner of Lot �9; this will be adjacent to the right-of-way line on Seminole Roo apd roughly, 20' from the existing road. ( See marked Plat Map ,atta.ched The inch�e ase of of Seminole traffic in .the past few years has. rendered' the `�fest side patio and. surroundings almost uninhabitable, especially du tQ) the noise and exhaust fumes generated by the stop/starT�?t tr� 'fic at the 5-way stop sign intersection. Mrs Chil- ders isiih advanced emphysema and cannot be out on the patio or aTtending to h� flower gardens on the West side of our domicile; _the fence woul6 \provide a helpful baffle. There is ascertain urgency to this request as the city is about to break Mound and start construction on the new .City :-call across 'the streeV\ further aggravating the pollution situation al- ready e�istent including that °from the parking lots of the Police and Fire Departments. Of particular port , please note that the Northenrhost part of the does npt reach to a point within •10�'of the North- 7,'T OSI' POINT Or-T�PROPEHTY OICH IS I7-j II' EE .STILL APPROXI- mately 10' fromlthe intersec-1---on thus not ehgglarg nr unfinished g ' any traffic prohl. The fence will be of, re ua ar unfinished Owner signature �w.) cc�� __ _ Date__ J� �fl------- stockade _____stockade fencing which should not have any ;del.eterious esthetic Contractor signature ____ __ _ __________________Date_________________ effect on the public buildings area. We respectfully request that we be given; favorable consider- ation as expeditiously as possible so that We may erect before the dust, dirt, exhaust, and noise from tree Ulty 'na� l begins. i MAP SHOWING SURVEY OF ' L o7-s 67 , 4::;8 AAiAl 6 9 , 5A67-AIR SEG 7Tlo ev Alo. 3 AS RECORDED IN PLAT BOOK /0 PAGE I& OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY;FLORIDA. • FoR: CN/L DENS �o`� • C� '3 1 1 7 5� Q� p 0 v ti w �V ` oO t .r•rI 4.7' " (V .WA« ?.4' _ -- �� — pFf�E��' � ;w. , ;: �. '.s,:i a.�r*xr+i�it'�H�cRt• 0 �o Q' bL o= 5 G �. 'pig �✓ I ZZ I HEREBY CERTIFY THAT 1 HAVE SURVEYED THE LANDS AS SHOWN IN THE ABOVE CAPTION- AND THERE ARE NO ENCROACHMENTS. SIGNED : AUGUST Z7,i979 DONN W. BOATWRIGHT, L.S. SCALE : /� = 2o;t FLORIDA REGISTERED SURVEYOR NO.3295 1819 JACKSONVIILLEORTH 12 EACH,, FLORIDA 246-0974 N0. CITY OF 4 �z ,6"-el s Office of Building Official REQUEST FOR INSPECTION Date -- 1D Time Permit No. — Received A.M. P.M. Owner's Job Address Locality Name Contractor BUILDING CONCRETE ECTRICAL? Framing - PLUM ING MECHANICAL Fl Roofing ❑ Slab ng Rough Wiring C Rough C; Air Cond. & -_ Insulation ❑ Lintel Temp PnIp � Top Out ❑ Heating C Final Sewer ❑ Fire Place READY FOR INSPECTION Pre Fab Mon. Tues Wed Thurs. Friday A.M. Inspection Made { / A.M. InspectorFinal Inspection Ci Certificate of Occupancy I Date i /CITY OF /3 e=4- t Office of Building Official { n REQUEST FOR INSPECTION Date_ v � _: Permit No. �/ Time Received Job Address / Locality Owner's / Name f �,�� Contractor BUILDING CONCRETE ELECTRICAL UM IN G MECHANICAL Framing n Footing Rough Wiring C Re Roofing 7- Rough ❑ Air Cond. &Slab Temp Pole r Rough FE Insulation ❑ Lintel L- _ p O Heating Final C Seewweer E, Fire Place ❑ READY FOR INSPECTION v Pre Fab Mon. Tues q Wed. Thurs. Friday � Inspection Made _ 5' �1` (�JA.M. —_ P.M. Insper,+cr—_ _ Final Inspection Certificate of O cupa cy G Date ____ 0002987 DEPARTMENT OF BUILDING CITY OF ATLANTIC BEACH I-O A rION 1 uronHATInm ---- Permit --_Permit Humbert 2'361"P Aacresss 624 SHERRY okrvLr Permit Type: RE-ftuaF ATLANTIC BEACH, I-LX3rtXDA 322,A:' Class oY Work: RePASK - - -- -- ---- LL''tiAL i)$:tscft2PTion ----- Constr. 'type: HfA Lot: Block: `vection: Proposed Use: SINGLr 1rAPtiLY Township: Rrml 0 "wellings: 1 Cade: Cl ytvL�diviSlan: Estimated value•t `D1]. C)C Improv. t>ost: %to. 00 'total tees: CaT. no Amount Paid: : ?. t7 Late Paid: �r2 tr�C Work Desc;. : IH'STAL.L NEW l�II3EftL^FLA S tsIHC3LL OWMER INFORMAT10H ------ _ _._ --- - APPLTICATIOn FLE--t ----- Hemet WARREN :5. GHSLt)Erft9, t!�f1. f eftMIT 157. no Addre•ss: 624 nHERRY Dfilvt WATER IffPACT PEE ISO. OC) ATLAHTI- t3f�AC:H, PLOVIDA 32-2:32 25EKE:ft x"rAC1,T PEE fib. l.?t_l Phone: ("-134>241 -7'.°8n WATER "WrE t 9c). 00 RADON OA�3-N. R. ,S. 'O.t..). CSC► ------ CnHTf`tAL:°f`0ft 1Hr0ftMAYX0ft --- - - RADON 001 - nX vo. ou Herne: RO"AHC.) 15ftOTHER21 R00ix'IH13 WATLft TAP 7+03. 00 Address: 1601 nA.IN STREET 1�1EK£ft TAf^ at). 00 ATLANT.TC bt-AC", PLURIDA '3223' HY0ftAULXC SHARE 150. bb License: 'f'ype: 7 hte-l"I-4 "ECT PEE 50. 00 tgMC'3. H InPAC:T PEE EDO. 00 OTHER !OC). 00 NOTES: NOTICE —ALL CONCRETE FORMS AND FOOTINGS MUST BE INSPECTED BEFORE POURING PERMIT VOID SIX MONTHS AFTER DATE OF ISSUE BUILDING MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER. "FAILURE TO COMPLY WITH THE MECHANICS' LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS." ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUB4ECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. ATLANTIC B CH BUILDING DEPA TMENT By: eo 112 CITY OF ATLANTIC BEACH PERMIT APPLICATION ROOFING Owner(s) : p' jR F- � �,14 C) L�-4� S l � Address: Z -Si rVh 4DC� V Phone: -2,14 7 7 d Lot # Block or Unit # Subdivision Contractor: J (� .yn a n Address: j 1 -70 5 14, '3 Phone: State License No.A-ey V 3 R ! Describe work to be done: 3Z C4 yYt`vV� Materials to be used: eL Signature OWNER: te• Signature CONTRACTOR: mwwmm�==N . CITY OF ATLANTIC BEACH PERMIT CALCULATION SHEET Address Of c4/? 2r Date / - S Heated Square Footage d —��—C. S--------per sq ft _ $ Garage/Shed � C $----_---per sq f = S Carport/Porch �� i3 $ per sq ft = :; Deck � � �� v @ a per sq f- Patio = S -------@ $ p e r Sq ft = $ TOTAL VALUATION: S_ eb _---/ 3 ( Total Valuation / j- 00 m 1st $ �oo.o / 4-_ O o S I a e Remaining Value c Q w per thousand or portion -thereof TOTAL BUILDING FEE $ 2 p_® Co + 1/ 2 Filing Fee S 16-CA ( ) Fireplaces @ $15 . 00 $ BUILDING PERMIT FEL WATER IMPACT FEE $! SEWER IMPACT FEE S� WATER METER/TA? S CAPITAL IMPROVEMENT SEWER TAP S ) RADON (HRS ) 0050 SECTION H PAVING i j $ HYDRAULIC SHARES a CROSS CONNECTION S ) SURCHARGE . 0050 $ OTHER $ GRAND TOTAL DUE $ ADDITIONAL PERMITS OR FEES : Mechanical Electric New � Plumbing / Electric/Temp : SwimmingPool Septic Tank • Well ; Sign Finish Floor Elevation Survey Other CALCULATIONS and/or NOTES : f'NI�iJf,2� • , CITY OF ATLANTIC BEACH PERMIT APPLICATION REMODEL, ADDITIONS, OR ALTERATIONS /MOVING,DEMOLITIONS Owner(s) : ,V geQfL✓ L g-ri- xeCc5�; Address: /fay 22e- Phone: Lot 4_L Block or Unit # Subdivision: SALT_ $14C7- k/3 Contractor: Al, iL 12t- S'7-1e&,(7alF5 State License 4 e — Address: 6/1/ /4Cy /J�V/J Phone No: `eV(-7.;76 91o9G I �+�kYae �� a �.o City -Jr.4x State ,19:L Zip Code Describe work to be done: /4/ /� x'�Sg.o�cg rS'Gi✓ D s� �' -r-Too ecvZi, . �1�oi-n i o it ci A-,W 36" &A,,22fir G,PGurZO if AFTUS .!0Ru )—, L2 7'O fryyf�A�.f� Present use of building: 114m t valuation of Proposed Construction: Proposed use: P-ng eoy6e Is this an addition? If yes, what are the dimensions of the added space: O 4/ ft. X ft. Will the added area be heated and cooled? AJD New electrical (or increase)? N41 New plumbing fixtures?,Nl) New fireplace?LVt/New Heat/AC? .r/d SUBMIT TfR2EE (Cnl-�RCIAL) TWO (RESIDENTSAL) COIdPLETE SETS 0£ PLANS, INCLUDING SIZE PLAN, SURVEY, ENERGY CODE FORCES, NOTICE OF COMMENICMlENT, AND OWMER/CONTRACTO/R,�AFFIDAV��IT, IF0WIZEJR-IS CONTRACTOR. h , Signature OWNER!^/ MA4V ff" " &DV1�CF�A1Q- - p Date: y/ �� / 7 Signature CONTRACTOR. Date: Sworn to and subscribed before me this day 19 /•� WILLIAM C.RILEY `�° ° l 001 ARY PUH I STATE OFaPUBLIC . on y`'SeWe Ins No.CC670501 I I Dere NRY Known 11011W I-DL X 1 G Q�PN` ECEIV .../ OG� SEP 19 1997 City of Of Beach Building and Zoning YJ� eEIVE SEP 19 1997 Cit of Y Atlantic Beach g and Zoning o • l a� I Q (U (Z)o„K M i� rb � a 3s • a AVIV dF —• rIYA~ (° 3 A/6 5 O� rp 1.1 �^ tV � ia�N Y CERTIFY THAT I HA4E SURVEYED THE LANDS AS SHOWN IN THE ABOVE CAPTION IE ARE NO ENCROACHMENTS. �. IA YpYZ`c-,� / �►. 1 \ V .sem.Y= INED : Al16uST 27,/979 0`P W�`c��, VoLhkiwi,) DONN W. BOATWRIGHT, L.S. AI fi ; i/' - ��p.' FLORIDA REGISTERED SURVEYOR N0. 32 FROM Floridat Metal Structures PHONE NO, : 904 726 0255 No.,,, 04 1997 11:200x9 P4 � f y.4. ��i ,�,,,,,,<.� ..^•,r• .mac•"r.• ;n; ::•. ,' `�,,�• ^e.'' �n..rs:s �+ `! C. 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I � 1 I 1 I II It i 1 li It t I U fl I I I I i II lif I .. I � I I 11 ti I t'7 r a I II II II I! t N t I 1 ii 11 I I r cv Wye sit W 1] w W Z a O I Z O =4 �- U a o I! it N 1 � e t e co I I t II II l f I u a t I 1 i 11 II I I ! I 1 t II hl l N I 1 I II I I; 1 N I I N t x I R1 1 � \ RECEIVED a DEC 2 1991 I I st City of Atlantic Beach Building and Zoning �_ !i FF`OM Florida Metal Structures PHONE NO. 904 726 0255 Dec. 01 199? 04:41PM P3 FLORIDA METAL STRUCTURES INC-. _ 6111 BEACH BOULEVARD ATTACHED COVER ELEVATION & DETAIL JACKSONVILLE, FL s S V a r r Q � w Q a W 1+ G fit [ � �4 7 .� Q w c� z g` u W cn 0 4 d W o z N M2 a: J X 4 N g J N o x x C ti H N N x d= N N ' lu ' X W N 2 vD u� I �. W a dy r CLfY � :zD Z N N ls! X w C3 C3 FROM Florida-Metal 5truetureS PHONE N0. 904 726 0255 Dec. 01 1997 04:41PM P4 FLORIDA METAL STRUCTURE INC. r7 6111 BEACH BOULEVARD ATTACHED COVER SPECIFICATIONS c JACKSONVILLC, FL o 0 Z 8'-4'x21' WIDE, ATTACHED COVER - NOTES I. DESIGN SPECIFICATION: STANDARD BUILDING CODE (1994 EDITION) DESIGN LOAD, ROOF LIVE LOAD, 16 PSF DEAD LOAD ACTUAL WIND VELOCITY! 110 MPH LL+DL DEF'L < L/120 2, WHERE A DETAIL IS SHOWN ON STRUCTURAL DRAWINGS FOR ONE CONDITION, IT SHALL APPLY TO ALL SIMILAR OR LIKE CONDITIONS, UNLESS NOTED OR SHOWN OTHERWISE. 3, IF CONTRACTOR FINDS A DIFFERENCE BETWEEN THESE DRAWINGS AND EXISTING ELEVATIONS, OR OTHER CONDITIONS WHICH PROHIBIT EXECUTION OF THE WORK AS DIRECTED ON THESE DRAWINGS, CONTRACTOR SHALL NOTIFY ENGINEER IMMEDIATELY. 4. ALL ITEMS SHALL BE TIGHTLY ANCHORED OR ATTACHED SQUARE, PLUMB AND TRUE, OR IN OTHER PLANES OR SHAPES AS SHOWN ON THE w DRAWINGS. JOINTS SHALL BE TIGHT, EVEN, AND FREE OF OFFSETS. NO FIELD ALTERING OF ANY MEMBERS WILL BE ALLOWED THAT WILL CAUSE ti q THEM NOT TO BE IN ACCORDANCE WITH THE DRAWINGS AND �.�al SPECIFICATIONS, WITHOUT WRITTEN APPROVAL OF THE DESIGN ENGINEER. 5. GENERAL CONTRACTOR IS RESPONSIBLE TO PROVIDE ADEQUATE SHORING, Vd BRACING OR SUPPORT TO PREVENT MOVEMENT, SETTLEMENT, OR DAMAGE TO THE STRUCTURE DURING CONSTRUCTION PROCEDURES ASSOCIATED WITH THIS PROJECT. vm 6, CONCRETE: CONCRETE MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS ? SHALL BE 3000 PSI. 7. CONCRETE WORK SHALL COMPLY WITH ACI 'SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS (ACE 301-72)' AND APPLICABLE PROVISIONS OF ACI 318-89, KEEP A COPY OF ACI FIELD REFERENCE MANUAL <ACI SP-15 72) WHICH INCLUDES ACI 301 AND OTHER ACI AND ASTM REFERENCES ON THE JOB, 8. ALL MAT AND FOOTER FOUNDATIONS SHALL BE PLACED ON A COMPETENT SOIL WITH A MINIMUM ALLOWABLE BEARING CAPACITY OF 2 KSF. 9. DRILL AUGER PILING HOLES IN UNDISTURBED EARTH. HAND EXCAVATE BELL HOLE PRIOR TO PLACING CONCRETE. 10. CONSTRUCT AND REMOVE FORMWORK IN ACCORDANCE WITH 'RECOMMENDED PRACTICE FOR CONCRETE FORMWORK' CACI 347-68). 11. ALL GALVANIZING SHALL BE PERFORMED AFTER FABRICATION, AND IN ACCORDANCE WITH ASTM A123 AND/OR A153. 12, THE MINIMUM YIELD STRENGTH OF THE STEEL USED IN THF LIGHT GAUGE r METAL FRAMES SHALL BE 50,000 PSI, FOR RAW OR GALVANIZED TUBES. 13. THE MINIMUM YIELD STRENGTH OF THE STEEL USED FOR THE LIGHT GAUGE METAL DECK SHALL BE 80,000 PSL DECKING PANELS SHALL COVER THREE SPANS, MINIMUM. 14. THE LIGHT GAUGE METAL FRAMES AND DECK SHALL BE OF THE GAUGE INDICATED ON THE PLAN/DETAILS, 15. ALL WELDING SHALL BE IN ACCORDANCE WITH AWS D1.1. 16. ALL WELDS SHALL BE COATED WITH GALVANIZE PRIMER & PAINT AFTER WELDING. i ----------------------------------------------- SUPPORT REPORT JOB DESCRIPTION: 55379A IWIND CODE: ASCE 7-98 WIND MPH: 120 BLDG TYPE: PARTIALLY OPEN -------------------------------------------------- TRUSS TRUSS SUPPORT SUPPORT BEARING BEARING REACT. REACT. MAX WIND DESC SPAN-ft SIZE-in. TYPE XLOC-ft . YLOC-ft . MAX. +# MAX. -# UPLFT. -# ---------------------------------------------------- A7 20 .333 3 .500 WALL 0 . 000 9 . 094 855 -721 A7 20 .333 3 .500 WALL 10 . 542 9 . 094 1864 -1354 A7 20 .333 3 . 500 WALL 20 . 042 9 . 094 757 -650 ------------------------------------------------------------------------------- B8 8 . 500 3 . 500 WALL 0 . 000 9 . 094 614 -602 B8 8 .500 3 . 000 HUS26 8 .250 9. 094 557 -445 ------------------------------------------------------------------------------- EJ9 7. 000 3 . 500 WALL 0 . 000 9. 094 440 -315 EJ9 7 . 000 1 .500 NAILED 7 . 000 9 . 094 101 -180 EJ9 7 . 000 1 . 500 NAILED 7 . 000 12 . 649 159 -296 ------------------------------------------------------------------------------- EJ10 5 . 000 3 . 500 WALL 0 . 000 9 . 094 355 -264 EJ10 5 . 000 1 . 500 NAILED 5 . 000 9 . 094 67 -180 EJ10 5 . 000 1 . 500 NAILED 5 .000 11 . 649 102 -200 ------------------------------------------------------------------------------- HJll D45 9 . 899 4 . 950 WALL 0 . 000 9 . 094 537 -557 HJll D45 9 .899 1 . 500 NAILED 9 . 899 9. 094 389 -190 HJll D45 9 . 899 1 .500 NAILED 9 . 899 . 12 . 627 223 -335 ------------------------------------------------------------------------------- HJ12 D45 7 . 071 4 . 950 WALL 0 . 000 9 . 094 505 -416 HJ12 D45 7 . 071 1 . 500 NAILED 7 . 071 9 . 094 159 -180 HJ12 D45 7. 071 1 . 500 NAILED 7 . 071 11 . 627 85 -180 ------------------------------------------------------------------------------- CJ13 2R 5 . 037 3 . 500 WALL 0 . 000 9 . 094 367 -276 CJ13 2R 5 . 037 1 . 500 NAILED 5 . 037 9 . 094 67 -180 CJ13 2R 5 .037 1 . 500 NAILED 5 . 037 11 . 667 101 -199 ------------------------------------------------------------------------------- CJ14 3R 3 .037 3 .500 WALL 0 . 000 9 . 094 306 -251 CJ14 3R 3 . 037 1 . 500 NAILED 3 . 037 9 . 094 31 -180 CJ14 3R 3 . 037 1 . 500 NAILED 3 . 037 10 . 667 74 -180 ------------------------------------------------------------------------------- CJ15 3R 1 . 037 3 . 500 WALL 0 . 000 9 . 094 370 -369 CJ15 3R 1 . 037 1 . 500 NAILED 1 . 037 9 . 094 27 -13 -180 CJ15 3R 1 . 037 1 . 500 NAILED 1 . 037 9 . 633 200 -159 -194 ------------------------------------------------------------------------------- Alpine Engineered Products, Inc. 1950 Marley Drive Haines City,FL 33844 Florida Engineering Certificate of Authorization Number: 567 Florida Certificate of Product Approval#FL1999 Page 1 of 1 Document ID:ISPG235-Z0608125118 Truss Fabricator: Lumber Unlimited Job Identification: 55379B-SHAWN MCAFEE DUVAL COUNTY -- 824 SHERRY DRIVE (55379BI-SHAWN MCAFEE DUVAL COUNTY Truss Count: 24 Model Code: Florida Building Code 2001 Truss Criteria: ANSI/TPI-1995(STD)/FBC Engineering Software: Alpine Software,Version 7.20. Structural Engineer of Record or See Below: Address: Minimum Design Loads: Roof - 42.0 PSF @ 1.25 Duration Floor - N/A Wind - 120 MPH ASCE 7-98 -Partially Enclosed Notes: Seal Date:08/08/2005 1. Determination as to the suitability of these truss components for the structure is the responsibility of the building designer/engineer of -Truss Design Engineer- record, as defined in ANSI/TPI 1-1995 Section 2.2 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 girder trusses are consistent with the truss layout provided by Lumber Unlimited for the above referenced job identification. Loads applied by non-truss elements and basic load parameters are to be reviewed and approved by the EOR/building designer. 4. As shown on attached drawings; the drawing number is preceded by: HCUSR235 No Standard Details Ref Description Drawing# Date 11 1 11101--C16 05220226 08/08/05 2 11102--C17 05220227 08/08/05 3 11103--C18 05220228 08/08/05 4 11104--C19 05220229 08/08/05 5 11105--C20 05220230 08/08/05 6 11106--C21 05220231 08/08/05 7 11107--C22 2-PLY 05220232 08/08/05 8 11108--C22 2-PLY Alt B 05220233 08/08/05 9 11109--D23 2-PLY 05220234 08/08/05 10 11110--E24 05220235 08/08/05 11 11111--E24 Alt Bearing 05220236 08/08/05 ' 12 11112--E25 05220237 08/08/05 13 11113--E26 05220238 08/08/05 14 11114--E27 05220239 08/08/05 15 11115--E28 2-PLY 05220240 08/08/05 16 11116--G29 05220241 08/08/05 17 11117--H30 2-PLY 05220246 08/08/05 18 11118--EJ31 05220242 08/08/05 19 11119--EJ32 05220243 08/08/05 20 11120--HJ33 D45 05220244 08/08/05 21 11121--HJ34 D45 05220245 08/08/05 22 11122--CJ35 5R 5L 05220247 08/08/05 23 11123--CJ36 9R 9L 05220248 08/08/05 24 11124--CJ37 9R 9L 05220249 08/08/05 IN III 11 III 1111 III 1111111 III 11111 Alpine Engineered Products, Inc. 1950 Marley Drive Haines City,FL 33844 Florida Engineering Certificate of Authorization Number: 567 Page 1 of 1 Document ID:ISPG235-Z0608125118 Truss Fabricator: Lumber Unlimited Job Identification: 553798-SHAWN MCAFEE DUVAL COUNTY -- 824 SHERRY DRIVE (55379BI-SHAWN MCAFEE DUVAL COUNTY Truss Count: 2 Model Code: Florida Building Code 2001 Truss Criteria: ANSI/TPI-1995(STD)/FBC Engineering Software: Alpine Software,Version 7.20. Structural Engineer of Record: Address: Minimum Design Loads: Roof - 42.0 PSF @ 1.25 Duration Floor - N/A Wind - 120 MPH ASCE 7-98 -Partially Enclosed Notes: Seal Date:08/08/2005 1. Determination as to the suitability of these truss components for the structure is the responsibility of the building designer/engineer of -Truss Design Engineer- record, as defined in ANSI/TPI 1-1995 Section 2.2 James F.Collins Jr. Florida License Number:52212 2. The drawing date shown on this index sheet must match the date 1950 Marley Drive shown on the individual truss component drawing. Haines City,FL 33844 3. As shown on attached drawings; the drawing number is preceded by: HCUSR235 Revised Trusses Ref Descri tion Drawin Date 1 11121--HJ34 D45 05220245 08/08/05 2 11124--CJ37 9R 9L 05220249 08 08 05 � 1111 III IN 1 II III 1 IN O {ry w ri LO N O y O N Ln In m ^ O o O OD M Q Lo N l.C) 00 OD M OD (.'J O Cl) O N J MF- a II N N N rn U O x z L� w w Z w o (n w Q d' U W a' O O 2 (n W •-J LO c LL li LL m 3 (n (n N (n N a 3 Cl- d Cl. 0- d _ ¢ a V c M O O O O O to 0 o .a III co N z m • U C7 ¢< o X .--i O Q Z �U M J J J J J w d' Q o rn v Y LL U U U O d O O F- m F-- Cl fn 0 v V w m N O w ¢ O Ln L 4 J X l N T s Y E n LP Q ...y m o c J. S L L O T ��.• � /^Yj w A • iV co c cn v \ A If. 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Lu Lu Z E 11 F- 3 Q O LL.I o N w Q O U W LY = s v c o O o WOO LL L LO V) .L V) � aE v 3 ••O I�� LL d d d _ N Z p U Z Lo O O O O O O N O I- IP O N Z W LaJ N � w a CD i w n < x U = z ¢F- W CD -j Q Z J J J J J LL E OD ¢ o rn a! .y F- Li U U U U O d w m w Nm m H O N n U N � W O M N O 7 ¢O T L w K do 0 0 0 N LLDn U• C M J !� N EOM ¢z^^ •2 fz� ... F- W m O N ` m NY O i• v 3:- h //glglq cv a r N W C1 M 3+�o Oa:Vv O A oF-m �O� N no II V M n - O J _ O Y - N O V Z C F- O O - N CO - rn U') O U m Li - - cl� Iw N - Lo � azar 4� Q 4- - - W � - K U - � L � � o =W` - c0 0 N 6 LL N N U � O N a LTJ X NN Y t6 61t�v¢.., Z a) 3 = x x E 3 d .Coy m N N Q G vv o � L L L U C LO d J n 0 0 v rn N • Y1 1-1 O Lo H O O J OD M m \ CO N o M CD M O N J M F-- a N N N C-) V) so � U C-D N r = Z W W W Z CD W N V 3 Q O W o V) W Q U W o' s � c moo W W W W Ln o -r voo 3 N N N N N a ••o�n�n CL Cl. CL d Q- _ o Ln O .. O O O O O N . O n tl') O N W � w a o_ w z ¢h- woo fm Q Z as Lo-�oo V Z H J J J J J Li O J U o rn w r W U U U U O = d u o+ win 1- H M M F- M N Y n C V o N OD � w m N w U 0 <O C7 w N n O ,•• •, w m 0 0 0 a L O w N Z ti O• C M J,r �• H A: 3 �O Y I W`�Lll O iy Qp O• Ewo Qznm lip ccF N w�m JQ ��O• v as o t�✓z �v�y H o L 3 V w F � N V) oCD �nnnnp c� a v wm 3 Y 0 O C V V m O F m N L u v x 0 O Y N C V Z N .+C F- (h �N� W CD z N O F- 'msz Lo u \ O (nz_ O 00Ol o <oNN�r _ < N � Of F w � F- w N 41 < 41 r ` � L Of O U > Q _ w In 3 •� Koo N Ln co O 4 V o L O clij �< . c0 £ C) Zf a L O r t t0 =N LO Q O X C _ N N o > O U V N W 1J' ylv' Vl In Y y Q x x E Q o y m = N N G In C d .`y� O T W 5 m 0 0 Y I- v U U u N � [s. � J l 00 w Q to o O N cl. • CD (V F � �--� LO N O O LL ri \ N IVB H ap I!'I 17 m LO m LO O O J ed- M Cl l0 N CO t�+l CO C.7 M O N J M H 0- L/) U pn s cal o mv C7 Nr S Z I I LL w LJJ 3 o O w o V) W Q a� U W o,- of of O D 2 V) LL_ '7 roo V) V) LL w w •a vw ••ornrn Cl- C/3 Ln Cl- Cl- a m w c a d wU') O c O J O O O O O N m v v z O 1^ LO O N Q z 1 o W (V .--� - w � � w n w N C Qw m O) O QLD d C7`-'m m I-.ANO tD O J O J f m 3 H a-- U o m U U O = d U W n O N M Ol ~ ~ O7 m ~ V) N LL aW d O O + V V x m L.C) Q 7' .. W m O O C •�{ a LH m M •'•• .•% Q to Z `• 3 3 to W....m m r oN Ew <�^ — ko C) O up s Yo �v o p H V: # .Cp.r 0r<Z F Z r V- O J N CO N •• In H N MOf J•• N L Y ••• Q(V� •L F- N �1 �3: CD O NIIN1IIN c>,p r C J W C) C 3 m0 ozo O F-1 o -m � III CV d N m W V U EY N > 0 J LO Ln - OiO N O r z N U OO o U- - I x L Yc - o N LO £ M >< Cl) - '7 Lf) F- 16 i L � y_ a _ - w Of r = U p N LP C: w 3 N Q foo V) -- v o -- N O mo - _ L III r` ri Lt) r 3 Q Z � v # <- S1- C n C7 X twz fc J y .P a mem_ e..........- G � a p Y � N � In N U u 0 7 c w o d Om�m U ^ N w n. V) to N Z L c 3 vc0 3 Q x x x x d -J •�o N=' m LLa r c o a y L L 3 U C MU U N Q W LO dY d J Ln 00 1 -4 � N n W £ 1-1 C cr- 4� LQ O N l.L )--I C:) N > Ln O o J d M m O M N M Ln 00 M Cl) U' . (� O N J 1� F- d II CV N N U N � U � x Z N l.l. W W Z CD w C1 o w o N W Q U W tY p D 2 L/) U- £ rnn E W O O O W V) W V- V) v�/1 ••p n n w V w cl. d 0- a. 0- w O L Z W Y OD fh LO C Va z o o n o ' O 1- Lf) O N z A p w W N E p m Y 3 w W w V O � V) zr Or O m L U < w O O m E O w.••• J J LL O Q a 9 c7 aD o +- Y N Z � c zr u m c� � J J J � d .+c NO w w w J MO J V 0 OD 01 3w� uY� J C) LJ_ U U U U O Ca- 0 .0 Od•r V z n V V �•r Y m a w ~ ~ m m N LL W d O N N O V l v w U x m CO L o) IIIyyIINNyf m T T O V Y {�• a <.. .. o L w O N u 0 \�•� m O) 00 n c O 7 • �-^ o L r m N •VlY 3 mV w�u�u� co > rmo ;Z lV QF J o w zc�nn o ww .�. Ear o aci c '� t 446 �'Cb E w -,I- p O(v V C KN Nr O VI CD (r`� •�� O w G V i • N O_L m ^ /1 0 N i O E w w Y N V C 'y N / JK wo C m >v E m I •L r W,! w O Y c Ln ffhfflhllllll/lq\� L— w E Y O c T N <0 C J w p m Y L c N amCD p C,= C w O 01 O r m u m > X V m N LCV CJS V1 V E Y C X O O O w a0 W V U X w K (p co E Y - m'D J Y Y(h I I O V C L W C v w O U p �O Lf) ti II II U m LL - III - M p d - Lom _ L Off) ash - o = 3 V) LO c $ M w C+ X u c w O 3 U - v o > > Q y v L w / O co c - r m w - fh - n C t O E W Y w m L = < -- V) +'t C N O ch O o - m YY V N (Y lD zi W V 1� U-) O N > w E m 3 - r Y E a L Y Y U x =m o ~ C) Yuo um N - o�- UC m m w z w�O +•� zm a1. LO - J C wtnL Y Y z•'o< K it c m Q O cLC, O p� p m Y Ol Y O. - n U � c c cw W p V1 r w d O v a < ..Nr) Nina w ins ~ aCr,C U ik O i � dan L ..p viY W NN 3 vov ocvr 0 < x x x n Q ov« = N N N L L d R C N 3 L c O vv� ow� wao «'x LL d > O O w 0 O w V Y O n LL 3 O L u ..� u u W L m )n GY w wvco In HO m O LrY LY Nr m � O 2V-- N z N O N w W . I O N i OD 0 7 N t11 O O J O cY) mO r N c M L!7 CO <�+) -- OD CD M O N J m0- II n! N N ck v> O U � 2 Z W ULL- C7 w F- 3 O w 0 N Q a U W C a-- � O O o woo N N Cn N N .e a 3 ••o In In d a d C1 d N Z c L V z w O O O O O N O 0 .--1LU C, iY a w r v U C7 z or ar wnrn o ¢ z w o_< U• `-moo N J J J J J LL m JQNO J J O O J F- cr- Q U O = CL U i pl W N F- m m M N f ^N U O W O •--1 U 0 ! N O p W <O r d L w C h' VJ Y h Y E Cl CV Q ♦ ,. J 9 Cr O S L L O �•:1• ' QV•%y W N Z_ �{/ 4► 3 mYA W�Il7 t� Cv• QQpp C N 4-J Z C7 I�an •Z AA[� N E C, Q z. 2 Y Ml U U r W .m J Q •• ZV�•Q ♦ Q d 0 d N locc ON 4% •:•yam F- u U f� •••••' N Y s w ^o ca��an�mnmxn! v C CD v wp O 3 p 0 o O r m L U t p S O N a o o „ p J O Y N 01 - N O U ti N •--� - .+crca -- - ko o _ N U- 0 tt CD CV 00 N - -- LO Ln II II r-1 LO U T �iV o w N 4� > 41 z - O U ZO [] a O - CL of O x z1 0h w N lf1 O W L M O - co L p - O - Y to 1-Noir - t= r O t\ • w - 6.. NI Q > X O � N � O U � N w d QNN U �� J Q1 W �..1 V) Z d CL Q xx E Q Coy t L m O O Y F- _ r- L LV cn V U v (".., k• 111 C1Y 'ti d Q 111 00 N z M � N00 41 1-4 Lf) N O N Co to '7 L.f) L.C) m �n O 0 J Ol M im l0 N o M Lf') CO CO CO w F M O N J M d N N cn U Ln x z U w 3 O O w V) W Q ct:: U w w 2 N w '-J va o woLn o w w w w w Q- d Cl. Cl- Q- a �z o z w O ao o J O O O O O Ln N U v o: O r- Ln O N z II O w N -4 -�T '-a N d W ¢ t-0 O Q Z d 0O o i--� oo c Z�No J O O J J U OD 3 rJ-i¢ J H Q rn H w U U U U O 0- F- F- m F'- M W d 00 w U X •--I w N W ¢ r a Q � � O O ,•• �I1 .I_A V C V J? r V 3o m w�co� �•• N �•' v zc7wr'> o a -0 V QF N n QN i y N O d T 3 M N O �IIINlllllq c T 1 r C J w o 3m0 OSVc.> O o H m N O U m W U E Y n - O USC J -- N O r _ CO - � rim - ti �6 _ N J Ot _ O 0) i s IIS Ol a So h�n l0 _ O co U 00 F- - o r-1 I c W C7 > Co U7 i - 0 O_' K N M r s OCQ Q moo 00N y M 0 > - Z VIDQ p O > X O � W N CD > O � V sr W � _ N N V J Q1 w •a��.]O f da w > � 7Jda•¢ In N Y R k ad�•� Z N a 3 x x E •�o•+ owr Cl— _ r m O t U >• _] � U u U N LO J LO a- w LO 00 N G f-m O N rn W sr-I 4> O NI N ti Op In 7 O Ln m L.cl O O J LD M C) oD N Lr) OD cD C') O N J 1, F- d II N N N U v) � U � x Z L1 LU W Z W U F- 3 CI C) W c v) W Q cc: U W c'- K cn c 2 v7 Li -D N E C o _ WWLO LO W m 3 LO LO LO d [I- d d d cul O a � O O O co ON O I, Ln O N W N e-I �--� N � E O C L 3 J J J J J Li .••� J c:) 0 J U n J F- Q o Y W U U U U O cL U O F- F- m m F- C=)x y Y O N co N O O � } X Y J F- ¢ ¢u O ..ti• d o A t N �o {' o co rn v v - V• Q• co o Y G ub Q Q Ono. o '= v Z �0:�O o� .v- pjy H J �,• C N N •# io w E O Mal W L L C O C O N v� r V U t\ o - Y N 01 10 w LD zo 0 0 - Z O o U CO W O `c - N LO o lig"J I - - ill cy) - -so K CD Ol o 'MJ •� Ill � - V H" _ ix f 0 aO II M `io Fa0Ov .-•a 3 .. ozd W vy - > m w OO M r ` a an ••O--i Ol l0 L z - d N Z w M M lJ C..J .• - a z ..N.VA _. E o - �eJ•• E z II OTIIQ W J d N 'r yr W p VI Ln N E o o = W III Y II Q1 _ - W W - Q vl�O cc), - - - co 1 c.7 0 .--I co O0 -Qz E.C Z F Q � d'NIn w~i X -� V - i - n U UvN p x - � O Q N i�ai o�- V J m~ 00awQ� z t i � M * r u N Z C7 7•r � •-1 Y O U lT H 7 O W •�� Z y>`k 7 3 vm .r 3 a Q x x 3 M o to Y c J W p d y W S m O O too O S aL dOJ m W V .� u V E Y M m, J J Q Ln dY i O U C Ln O O N O Z 4_ - BC CA_C@9.1DESIGN REPORT - US Sunday,August m.2005 11m3 Double 13/4°" XC16," VERSArLM@ 3100 SP File Name: 0O0OBASEJOB.8CC: sM'01 Job Name: 55378 Description: Address: 824SHERRY DRATLANTIC BEACH Specifier: City,State,Zip: . Designer: R|CHARDT|NGLEY Customer: McAFEE Company: LUMBER UNLIMITED Code reports: |CoOuo1u wsnsz9 minc 73 � 71 Ak B1 BO 1 u14�ms u ��um oLu1nmu o� �nnVmx nuam1 |� n��su� |»o Total mHorizontal Design Spans=no'oy'n4 General Data Load Summary Version: US Imperial ID Description Load Type Ref. Start End Type Value Trib. Dur. I Standard Load Unf.Area Left 00-00-00 08-09-04 Live 40 psf 08-00-00 100% Member Type: Floor Beam Dead 15 psf 08-00-00 90% Left Cantilever: No Dead 110 plf n/a 90% Right Cantilever: No 3 Conc. Pt. Left 07-00-00 07-00-00 Roof Live 3372 lbs n/a 125% Dead 1377 lbs n/a 90% Controls Summary Control Type Value %AJlowable Duration Load Case Span Location Pos. Moment 10458 ft-lbs 22.4% 125% 4 1 -Internal Disclosure Neg. Moment -0 ft-lbs n/a 100% 1 1 -Right The completeness and accuracy Of End Shear -5476lbs 40.5% 125% 4 1 -Right the input must be verified by anyone Total Load Defl. U1771 (0.059") 20.3% 4 1 who would rely on the output as Live Load Defl. U2795(0.038") 12.9% 4 1 evidence of suitability for a Max Defl. 0.059" 5.9% 4 1 particular application. The output Span/Depth 6.6 n/a above is based upon building code-accepted design properties Notes and analysis methods. Installation Design meets User specified(L/360)Total load deflection criteria. of BOISE engineered wood Design meets Code minimum(L/360)Live load deflection criteria. products must be in accordance Design meets arbitrary(1")Maximum load deflection criteria. and the applicable building codes. Minimum bearing length for B1ix2'no^ Toobtain an Installation Guide o'if Entered/Displayed nohzomu|Span Longth(s)~Clear Span+ 1/2 min. end bearing+ 1/2intermediate bearing you have any questions, please call (8no)za2'oraobefore beginning Connection Diagram product installation. Consult project design professional of record or BOISE technical representative for connection design Member has noside loads. BCCALC@.8C FRAMER0. BC|YP. BCRIM 8OARD"~. BCOSB RIM ConcentratedConcon� �;d loads are not considered inside load analysis. BOARD Tm.BOISE SLULAm`°. Connectors are: 1OdSinker Nails VERSA'LAW.VERSA'R|M@. vsRSA'mmpLu3&. uminimum~2" d vERSA'STRAmo�. uminimum~a^ � | - vER5A'STUm@.ALLJO|ST@and u~O. - -- AJs= amtrauomarxno, . d = 12 & Boise Cascade Corporation. Page 1 of 190iSE BC CALC®9.1 DESIGN REPORT - US Sunday,August 07,2005 11:49 Double 1 3/4" x 16" VERSA-LAM® 3100 SP File Name: OOOOBASEJOB.BCC : BM-02 Job Name: 55379 Description: Address: 824 SHERRY DR ATLANTIC BEACH Specifier: City,State,Zip: , Designer: RICHARD TINGLEY Customer: McAFEE Company: LUMBER UNLIMITED Code reports: ICBO 5512, NER 629 Misc: \3 2 771 BO B1 LL 808 lbs LL 906 lbs DL 1863 lbs DL 1590 lbs RLL 1252 lbs RLL 1439 lbs Total of Horizontal Design Spans= 15-06-08 General Data Load Summary Version: US Imperial ID Description Load Type Ref. Start End Type Value Trib. Dur. 1 Standard Load Unf.Area Left 00-00-00 15-06-08 Live 40 psf 00-06-00 100% Member Type: Floor Beam Dead 15 psf 00-06-00 90% Number of Spans: 1 2 Unf. Lin. Left 00-00-00 08-03-12 Live 0 plf n/a 100% Left Cantilever: No Dead 110 plf n/a 90% Right Cantilever: No 3 Conc. Pt. Left 08-03-12 08-03-12 Live 1403 lbs n/a 100% Dead 2177 lbs n/a 90% Slope: Roof Live 2691 lbs n/a 125% Controls Summary Control Type Value %Allowable Duration Load Case Span Location Disclosure Pos. Moment 27283 ft-lbs 58.4% 125% 4 1 -Internal The completeness and accuracy of Neg. Moment -0 ft-lbs n/a 90% 1 -Right the input must be verified by anyone End Shear -3874 lbs 28.6% 125% 4 1 -Right who would rely on the output as Total Load Defl. L/455(0.41") 79.1% 4 1 evidence of suitability for a Live Load Defl. L/774(0.241") 46.5% 4 1 particular application. The output Max Defl. 0.41" 41.0% 4 1 above is based upon building Span/Depth 11.7 n/a 1 code-accepted design properties and analysis methods. Installation Notes of BOISE engineered wood Design meets User specified(L/360)Total load deflection criteria. products must be in accordance Design meets Code minimum(L/360)Live load deflection criteria. with the current Installation Guide Design meets arbitrary(1")Maximum load deflection criteria. and the applicable building codes. Minimum bearing length for BO is 1-1/2". To obtain an Installation Guide or if Minimum bearing length for B1 is 1-1/2". you have any questions, please call Entered/Displayed Horizontal Span Length(s)=Clear Span+ 1/2 min.end bearing+1/2 intermediate bearing (800)232-0788 before beginning product installation. Connection Diagram BC CALC®,BC FRAMER@, BCI®, Consult project design professional of record or BOISE technical representative for connection design BC RIM BOARDTm, BC OSB RIM Member has no side loads. BOARDTv, BOISE GLULAMTm Concentrated loads are not considered in side load analysis. VERSA-LAM@,VERSA-RIM@, Connectors are: 16d Sinker Nails VERSA-RIM PLUS, VERSA-STRANDTm, a minimum=2" VERSA-STUD®,ALLJOIST®and b d AJS w are trademarks of b minimum=3" Boise Cascade Corporation. d_ 12" a • • • c • �• • a Page 1 of 1 BOISE- BC CALC®9.1 DESIGN REPORT - US Sunday,August 07,2005 11:49 Double 13/4" x 16" VERSA-LAM® 3100 SP File Name: OOOOBASEJOB.BCC : BM-03 Job Name: 55379 Description: Address: 824 SHERRY DR ATLANTIC BEACH Specifier: City,State,Zip: , Designer: RICHARD TINGLEY Customer: McAFEE Company: LUMBER UNLIMITED Code reports: ICBO 5512, NER 629 Misc: 42 3 1 BO B1 LL 1567 lbs LL 1567 lbs DL 2394 lbs DL 2394 lbs RLL 2977 lbs RLL 2977 lbs Total of Horizontal Design Spans=09-09-08 General Data Load Summary Version: US Imperial ID Description Load Type Ref. Start End Type Value Trib. Dur. 1 Standard Load Unf.Area Left 00-00-00 09-09-08 Live 40 psf 08-00-00 100% Member Type: Floor Beam Dead 15 psf 08-00-00 90% Number of Spans: 1 2 Unf. Lin. Left 00-00-00 09-09-08 Live 0 plf n/a 100% Left Cantilever: No Dead 110 plf n/a 90% Right Cantilever: No 3 Unf.Area Left 00-00-00 09-09-08 Roof Live 30 psf 20-03-04 125% Dead 12 psf 20-03-04 90% Slope: Controls Summary Control Type Value %Allowable Duration Load Case Span Location Pos. Moment 16984 ft-lbs 36.4% 125% 4 1 -Internal Disclosure Neg. Moment -0 ft-lbs n/a 125% 4 1 -Right The completeness and accuracy of End Shear 4945 lbs 36.5% 125% 4 1 -Left the input must be verified by anyone Total Load Defl. L/958(0.123") 37.6% 55 1 who would rely on the output as Live Load Defl. 1_11463(0.08") 24.6% 55 1 evidence of suitability for a Max Defl. 0.123" 12.3% 55 1 particular application. The output Span/Depth 7.3 n/a 1 above is based upon building code-accepted design properties Notes and analysis methods. Installation Design meets User specified(L/360)Total load deflection criteria. of BOISE engineered wood Design meets Code minimum(L/360)Live load deflection criteria. products must be in accordance Design meets arbitrary(1")Maximum load deflection criteria. with the current Installation Guide Minimum bearing length for BO is 2-3/8". and the applicable building codes. Minimum bearing length for B1 is 2-3/8". To obtain an Installation Guide or if Entered/Displayed Horizontal Span Length(s)=Clear Span+1/2 min.end bearing+ 1/2 intermediate bearing you have any questions, please call (800)232-0788 before beginning Connection Diagram product installation. Consult project design professional of record or BOISE technical representative for connection design BC CALCO,BC FRAMER®, BCI®, Member has no side loads. BC RIM BOARD TM', BC OSB RIM Connectors are: 16d Sinker Nails BOARDTv, BOISE GLULAMTm, VERSA-LAMO,VERSA-RIM®, a minimum=2" VERSA-RIM PLUS, d VERSA-STRANDTm, b minimum=3" VERSA-STUD@,ALLJOIST@ and d__ 62., a a • • AJS'"' are trademarks of c Boise Cascade Corporation. a Page 1 of 1 BOISE BC CALC®9.1 DESIGN REPORT - US Sunday,August 07,2005 11:49 Single 16" AJSTm 20 MSR File Name: OOOOBASEJOB.BCC: F01 Job Name: 55379 Description: Address: 824 SHERRY DR ATLANTIC BEACH Specifier: City,State,Zip: , Designer: RICHARD TINGLEY Customer: McAFEE Company: LUMBER UNLIMITED Code reports: ESR-1144 Misc: 111111 2 3j BO,2-1/2" B1,2-1/2" 710 lbs 710 lbs Total Horizontal Product Length =21-03-08 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 21-03-08 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 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 3675 ft-lbs 59.8% 100% 1 1 -Internal The completeness and accuracy of Neg.Moment -0 ft-lbs n/a 100% 1 1 -Right the input must be verified by anyone End Reaction 699 lbs 61.1% 100% 1 1 -Right who would rely on the output as Hole#1 Shear 282 lbs 56.2% 44 evidence of suitability for a Hole#2 Shear 127 lbs 46.5% 46 particular application. The output Hole#3 Shear 280 lbs 55.8% 47 above is based upon building Total Load Defl. U666(0.378") 54.0% 1 1 code-accepted design properties Live Load Defl. U833(0.303") 57.6% 1 1 and analysis methods. Installation Max Defl. 0.378" 37.8% 1 1 of BOISE engineered wood Span/Depth 15.8 n/a 1 products must be in accordance with the current Installation Guide Bearing Supports and the applicable building codes. %Allow %Allow To obtain an Installation Guide or if you have any questions,please call Name Type Dim. (L x W) Value Support Member Material (800)232-0788 before beginning BO Wall/Plate 2-1/2"x 2-1/2" 710 lbs 26.7% n/a Spruce-Pine-Fir product installation. B1 Wall/Plate 2-1/2"x 2-1/2" 710 lbs 26.7% n/a Spruce-Pine-Fir BC CALC@, BC FRAMER@, BCH Notes BC RIM BOARDTm, BC OSB RIM Design meets User specified(U360)Total load deflection criteria. BOARDTm,BOISE GLULAM-, Design meets User specified(0480)Live load deflection criteria. VERSA-LAM@,VERSA-RIM@, Design meets arbitrary(1")Maximum load deflection criteria. VERSA-RIM PLUS@, VERSA-STRANDTm, VERSA-STUD@,ALLJOIST@ and AJSIm are trademarks of Boise Cascade Corporation. Page 1 of 1 BOISE" BC CALC®9.1 DESIGN REPORT - US Sunday,August 07,2005 11:49 Single 16" AJSTm 20 MSR File Name: OOOOBASEJOB.BCC : F02 Job Name: 55379 Description: Address: 824 SHERRY DR ATLANTIC BEACH Specifier: City,State,Zip: , Designer: RICHARD TINGLEY Customer: McAFEE Company: LUMBER UNLIMITED Code reports: ESR-1144 Misc: - - - -♦- --�— T - _t - - V 11 -Y- V_ - T - -V -- V -V [- • _ Ir------ 130, --60,2-1/2" B1,2-1/2" 236 lbs 236 lbs Total Horizontal Product Length=07-01-00 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 07-01-00 Live 40 psf 16" 100% Member Type: Joist Dead 10 psf 16" 90% Number of Spans: 1 Left Cantilever: No Controls Summary Right Cantilever: No Control Type Value %Allowable Duration Load Case Span Location Pos. Moment 384 ft-lbs 6.3% 100% 1 1 -Internal Slope: End Reaction 225 lbs 19.7% 100% 1 1 -Right OC Spacing: 16" Total Load Defl. U10437(0.008") 3.4% 1 1 Repetitive: Yes Live Load Defl. U13046(0.006") 3.7% 1 1 Construction Type:Glued Max Defl. 0.008" 0.8% 1 1 Span/Depth 5.1 n/a 1 Disclosure The completeness and accuracy of Bearing Supports the input must be verified by anyone %Allow %Allow who would rely on the output as Name Type Dim. (L x M Value Support Member Material evidence of suitability for a BO Wall/Plate 2-1/2"x 2-1/2" 236 lbs 8.9% n/a Spruce-Pine-Fir particular application. The output B1 Wall/Plate 2-1/2"x 2-1/2" 236 lbs 8.9% n/a Spruce-Pine-Fir above is based upon building code-accepted design properties Notes and analysis methods. Installation of BOISE engineered wood Design meets User specified(U360)Total load deflection criteria. products must be accordance Design meets User specified(0480)Live load deflection criteria. with the current Installation Guide Design meets arbitrary(1")Maximum load deflection criteria. 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 FRAMERa, BCH BC RIM BOARDTv, BC OSB RIM BOARDTm, BOISE GLULAMTm, VERSA-LAM®,VERSA-RIM®, VERSA-RIM PLUS®, VERSA-STRANDTm, VERSA-STUD®,ALLJOIST®and AJSI are trademarks of Boise Cascade Corporation. Page 1 of 1 BOISE" BC CALC®9.1 DESIGN REPORT - US Sunday,August 07,2005 11:49 Single 16" jSTA° 20 MSR File Name: OOOOBASEJOB.BCC: F03 Job Name: 55379 Description: Address: 824 SHERRY DR ATLANTIC BEACH Specifier: City,State,Zip: , Designer: RICHARD TINGLEY Customer: McAFEE Company: LUMBER UNLIMITED Code reports: ESR-1144 Misc: -s__,- _'_•-��- - _1-L-�-'-: _ _•- a_ , __ �- -- , - - �-�- _ -'- -sem- �- - -; 1� 12 1 03 BO,2-1/2" B1,2-1/2" 685 lbs 685 lbs Total Horizontal Product Length=20-06-08 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 20-06-08 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 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 /0 The completeness and accuracy of Pos. Moment 3417 ft-lbs 55.6 100/0 1 1 -Internal Neg. Moment -0 ft-lbs n/a 100% 46 1 -Right the input must be verified by anyone End Reaction 674 lbs 58.9% 100% 1 1 -Right who would rely on the output as Hole#1 Shear 260 lbs 51.8% 44 evidence of suitability for a Hole#2 Shear 136 lbs 49.8% 45 particular application. The output Hole#3 Shear 294 lbs 58.6% 47 above is based upon building Total Load Defl. U737(0.33") 48.8% 1 1 code-accepted design properties Live Load Defl. U922(0.264") 52.1% 1 1 and analysis methods. Installation Max Defl. 0.33" 33.0% 1 1 of BOISE engineered wood Span/Depth 15.2 n/a 1 products must be in accordance with the current Installation Guide Bearing Supports and the applicable building codes. /o o Allow 0/o Allow To obtain an Installation Guide or if you have any questions, please call Name Type Dim. (L x W) Value Support Member Material (800)232-0788 before beginning BO Wall/Plate 2-1/2"x 2-1/2" 685 lbs 25.8/o n/a Spruce-Pine-Fir product installation. B1 Wall/Plate 2-1/2"x 2-1/2" 685 lbs 25.8% n/a Spruce-Pine-Fir BC CALCO,BC FRAMERO, BCIO, Notes BC RIM BOARDTm, BC OSB RIM Design meets User specified(U360)Total load deflection criteria. BOARDTm,BOISE GLULAMTm, Design meets User specified(U480)Live load deflection criteria. VERSA-LAM@,VERSA-RIM@, Design meets arbitrary(1")Maximum load deflection criteria. VERSA-RIM PLUS@, VERSA-STRANDTm, VERSA-STUD@,ALLJOISTO and AJSI are trademarks of Boise Cascade Corporation. Page 1 of 1 BOiSE'_ BC CALC®9.1 DESIGN REPORT - US Sunday,August 07,2005 11:49 Single 16" AWSTI 20 MSR File Name: OOOOBASEJOB.BCC : F04 Job Name: 55379 Description: Address: 824 SHERRY DR ATLANTIC BEACH Specifier: City,State,Zip: , Designer: RICHARD TINGLEY Customer: McAFEE Company: LUMBER UNLIMITED Code reports: ESR-1144 Misc: 1 2 B1,2-1/2" BO,2-1/2" 518 lbs 518 lbs Total Horizontal Product Length= 15-06-08 General Data Load Summary Version: US Imperial ID Description Load Type Ref. Start End Type Value 6" Dur. 1 1 Standard Load Unf.Area Left 00-00-00 15-06-08 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 12" 12" Circular Slope: 2 07-05-00 Left 13" 12" Rect. OC Spacing: 16" 3 10-07-08 Left 12" 12" Circular Repetitive: Yes Construction Type:Glued Controls Summary Disclosure Control Type Value %Allowable Duration Load Case Span Location Pos. Moment 1938 ft-lbs 31.6% 100% 1 1 -Internal The completeness and accuracy of Neg. Moment -0 ft-lbs n/a 100% 43 1 -Right the input must be verified by anyone End Reaction 507 lbs 44.3% 100% 1 1 -Right who would rely on the output as Hole#1 Shear 266 lbs 53.0% 44 evidence of suitability for a Hole#2 Shear 103 lbs 37.7% 46 particular application. The output Hole#3 Shear 230 Ibs 45.8% 47 above is based upon building Total Load Defl. U1592(0.115") 22.6% 1 1 code-accepted design properties Live Load Defl. U1990(0.092") 24.1% 1 1 and analysis methods. Installation Max Defl. 0.115" 11.5% 1 1 of BOISE engineered wood Span/Depth 11.4 n/a 1 products must be in accordance with the current Installation Guide Bearing Supports and the applicable building codes. %Allow %Allow To obtain an Installation Guide or if Name Type Dim.(L x W) Value Support Member Material you have any questions, please call BO Wall/Plate 2-1/2"x 2-1/2" 518 lbs 19.5% n/a Spruce-Pine-Fir (800)232-0788 before beginning B1 Wall/Plate 2-1/2"x 2-1/2" 518 lbs 19.5% n/a Spruce-Pine-Fir product installation. BC CALC®,BC FRAMER®,BCI®, Notes BC RIM BOARD TM, BC OSB RIM Design meets User specified(U360)Total load deflection criteria. BOARDTm,BOISE GLULAMTm, Design meets User specified (U480)Live load deflection criteria. VERSA-LAM®,VERSA-RIM@, Design meets arbitrary(1")Maximum load deflection criteria. VERSA-RIM PLUS5, VERSA-STRAN D TM, VERSA-STUD®,ALLJOIST®and AJSw are trademarks of Boise Cascade Corporation. Page 1 of 1 BOISE" BC CALC®9.1 DESIGN REPORT - US Sunday,August 07,200511:49 Single 16" AJSTm 20 MSR File Name: OOOOBASEJOB.BCC: F05 Job Name: 55379 Description: Address: 824 SHERRY DR ATLANTIC BEACH Specifier: City, State,Zip: , Designer: RICHARD TINGLEY Customer: McAFEE Company: LUMBER UNLIMITED Code reports: ESR-1144 Misc: 1 1 2i X31 BO,2-1/2" B1,2-1/2" 533 lbs 533 lbs Total Horizontal Product Length= 16-00-00 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 16-00-00 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 12" 12" Circular Slope: 2 07-05-00 Left 13" 12" Rect. OC Spacing: 16" 3 10-07-08 Left 12" 12" Circular Repetitive: Yes Construction Type:Glued Controls Summary Disclosure Control Type Value %Allowable Duration Load Case Span Location /0 Pos. Moment 2056 ft-lbs 33.5 100% 1 1 -Internal The completeness and accuracy of Neg. Moment -0 ft-lbs n/a 100% 44 1 -Right the input must be verified by anyone End Reaction 522 lbs 45.6% 100% 1 1 -Right who would rely on the output as Hole#1 Shear 281 lbs 55.9% 44 evidence of suitability for a Hole#2 Shear 116 lbs 42.4% 46 particular application. The output Hole#3 Shear 221 lbs 44.1% 47 above is based upon building Total Load Defl. L/1472(0.128") 24.5% 1 1 code-accepted design properties Live Load Defl. U1840(0.102") 26.1% 1 1 and analysis methods. Installation Max Defl. 0.128" 12.8% 1 1 of BOISE engineered wood Span/Depth 11.8 n/a 1 products must be in accordance with the current Installation Guide Bearing Supports and the applicable building codes. %Allow %Allow To obtain an Installation Guide or if have any questions, please call Name Type Dim. (L x W) Value Support Member Material you you ha32-0788 before beginning BO Wall/Plate 2-1/2"x 2-1/2" 533 lbs 20.1% n/a Spruce-Pine-Fir product installation. B1 Wall/Plate 2-1/2"x 2-1/2" 533 lbs 20.1% n/a Spruce-Pine-Fir BC CALC®,BC FRAMERO,BCI®, Notes BC RIM BOARDTm, BC OSB RIM Design meets User specified(L/360)Total load deflection criteria. BOARDT", BOISE GLULAMTm, Design meets User specified(L1480)Live load deflection criteria. VERSA-LAM®,VERSA-RIM®, Design meets arbitrary(1")Maximum load deflection criteria. VERSA-RIM PLUS®, VERSA-STRANDTm, VERSA-STUD®,ALLJOIST®and AJSw are trademarks of Boise Cascade Corporation. Page 1 of 1 K90iSE BC CALC®9.1 DESIGN REPORT - US Sunday,August 07,2005 11:49 Single 16" AJSTm 20 MSR File Name: OOOOBASEJOB.BCC : F06 Job Name: 55379 Description: Address: 824 SHERRY DR ATLANTIC BEACH Specifier: City,State,Zip: , Designer: RICHARD TINGLEY Customer: McAFEE Company: LUMBER UNLIMITED Code reports: ESR-1144 Misc: 130,2-1/2" B1,2-1/2- 411 lbs 411 lbs Total Horizontal Product Length= 12-04-00 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 12-04-00 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 04-00-00 Left 13" 12" Rect. Slope: OC Spacing: 16" Controls Summary Repetitive: Yes o Construction Type:Glued Control Type Value /o Allowable Duration Load Case Span Location Pos. Moment 1208 ft-lbs 19.7% 100% 1 1 -Internal Disclosure Neg. Moment -0 ft-lbs /a 90% 1 -Right The completeness and accuracy of End Reaction 400 lbs 35.0% 100% 1 1 -Right Hole#1 Shear 169 lbs 61.8% 44 the input must be verified by anyone Total Load Defl. U2917(0.05") 12.3% 1 1 who would rely on the output as Live Load Defl. U3646(0.04") 13.2% 1 1 evidence of suitability for a Max Defl. 0.05" 5.0% 1 1 particular application. The output Span/Depth 9.0 n/a 1 above is based upon building code-accepted design properties Bearing Supports and analysis methods. Installation %Allow %Allow of BOISE engineered wood products must be in accordance Name Type Dim.(L x W) Value Support Member Material with the current Installation Guide BO Wall/Plate 2-1/2"x 2-1/2" 411 lbs 15.5% n/a Spruce-Pine-Fir and the applicable building codes. 131 Wall/Plate 2-1/2"x 2-1/2" 411 lbs 15.5% n/a Spruce-Pine-Fir To obtain an Installation Guide or if you have any questions, please call Notes (800)232-0788 before beginning Design meets User specified(U360)Total load deflection criteria. product installation. Design meets User specified(U480)Live load deflection criteria. Design meets arbitrary(1")Maximum load deflection criteria. BC CALC&, BC FRAMER®, BCI®, BC RIM BOARD TM', BC OSB RIM BOARDTm, BOISE GLULAMTm, VERSA-LAM®,VERSA-RIM®, VERSA-RIM PLUS®, V E RSA-STRAN D IN, VERSA-STUD@,ALLJOIST®and AJSI are trademarks of Boise Cascade Corporation. Page 1 of 1 190iSE BC CALC®9.1 DESIGN REPORT - US Sunday,August 07,2005 11:49 Double 1 3/4" x 16" VERSA-LAM® 3100 SP File Name: OOOOBASEJOB.BCC : BM-01 Job Name: 55379 Description: Address: 824 SHERRY DR ATLANTIC BEACH Specifier: City,State,Zip: , Designer: RICHARD TINGLEY Customer: McAFEE Company: LUMBER UNLIMITED Code reports: ICBO 5512, NER 629 Misc: 3 2 1 AL BO B1 LL 1403 lbs LL 1403 lbs DL 1356 lbs DL 2177 lbs RLL 681 lbs RLL 2691 lbs Total of Horizontal Design Spans=08-09-04 General Data Load Summary Version: US Imperial ID Description Load Type Ref. Start End Type Value Trib. Dur. 1 Standard Load Unf.Area Left 00-00-00 08-09-04 Live 40 psf 08-00-00 100% Member Type: Floor Beam Dead 15 psf 08-00-00 90% Number of Spans: 1 2 Unf.Lin. Left 00-00-00 08-09-04 Live 0 plf n/a 100% Left Cantilever: No Dead 110 plf n/a 90% Right Cantilever: No 3 Conc. Pt. Left 07-00-00 07-00-00 Roof Live 3372 lbs n/a 125% Dead 1377 lbs n/a 90% Slope: Controls Summary Control Type Value %Allowable Duration Load Case Span Location Pos.Moment 10458 ft-lbs 22.4% 125% 4 1 -Internal Disclosure Neg. Moment -0 ft-lbs n/a 100% 1 1 -Right The completeness and accuracy of End Shear -5476 lbs 40.5% 125% 4 1 -Right the input must be verified by anyone Total Load Defl. U1771 (0.059") 20.3% 4 1 who would rely on the output as Live Load Defl. U2795(0.038") 12.9% 4 1 evidence of suitability for a Max Defl. 0.059" 5.9% 4 1 particular application. The output Span/Depth 6.6 n/a 1 above is based upon building code-accepted design properties Notes and analysis methods. Installation Design meets User specified(U360)Total load deflection criteria. of BOISE engineered wood Design meets Code minimum(U360)Live load deflection criteria. products must be in accordance Design meets arbitrary(1")Maximum load deflection criteria. with the current Installation Guide Minimum bearing length for BO is 1-1/2". and the applicable building codes. Minimum bearing length for B1 is 2-1/8". To obtain an Installation Guide or if Entered/Displayed Horizontal Span Length(s)=Clear Span+ 1/2 min.end bearing+ 1/2 intermediate bearing you have any questions, please call (800)232-0788 before beginning Connection Diagram product installation. Consult project design professional of record or BOISE technical representative for connection design BC CALC@,BC FRAMER®, BCI®, Member has no side loads. BC RIM BOARDTm, BC OSB RIM Concentrated loads are not considered in side load analysis. BOARD'"', BOISE GLULAMTm Connectors are: 16d Sinker Nails VERSA-LAM®,VERSA-RIM®, VERSA-RIM PLUS@, a minimum=2" VERSA-STRANDTm, b d VERSA-STUD®,ALLJOIST®and b minimum=3" c AJSTm are trademarks of = 12" a d Boise Cascade Corporation. = 1 c a Page 1 of 1 80iSE- BC CALC®9.1 DESIGN REPORT - US Sunday,August 07,200511:49 Double 1 3/4" x 16" VERSA-1-ME) 3100 SP File Name: OOOOBASEJOB.BCC: BM-02 Job Name: 55379 Description: Address: 824 SHERRY DR ATLANTIC BEACH Specifier: City, State,Zip: , Designer: RICHARD TINGLEY Customer: McAFEE Company: LUMBER UNLIMITED Code reports: ICBO 5512, NER 629 Misc: 3 2 1 . I i BO B1 LL 808 lbs LL 906 lbs DL 1863 lbs DL 1590 lbs RLL 1252 lbs RLL 1439 lbs Total of Horizontal Design Spans= 15-06-08 General Data Load Summary Version: US Imperial ID Description Load Type Ref. Start End Type Value Trib. Dur. 1 Standard Load Unf.Area Left 00-00-00 15-06-08 Live 40 psf 00-06-00 100% Member Type: Floor Beam Dead 15 psf 00-06-00 90% Number of Spans: 1 2 Unf. Lin. Left 00-00-00 08-03-12 Live 0 plf n/a 100% Left Cantilever: No Dead 110 plf n/a 90% Right Cantilever: No 3 Conc. Pt. Left 08-03-12 08-03-12 Live 1403 lbs n/a 100% Dead 2177 lbs n/a 90% Slope: Roof Live 2691 lbs n/a 125% Controls Summary Control Type Value %Allowable Duration Load Case Span Location Disclosure Pos. Moment 27283 ft-lbs 58.4% 125% 4 1 -Internal The completeness and accuracy of Neg. Moment -0 ft-lbs n/a 90% 1 -Right the input must be verified by anyone End Shear -3874 lbs 28.6% 125% 4 1 -Right who would rely on the output as Total Load Defl. L/455(0.41") 79.1% 4 1 evidence of suitability for a Live Load Defl. U774(0.241") 46.5% 4 1 particular application. The output Max Defl. 0.41" 41.0% 4 1 above is based upon building Span/Depth 11.7 n/a 1 code-accepted design properties and analysis methods. Installation Notes of BOISE engineered wood Design meets User specified(U360)Total load deflection criteria. products must be in accordance Design meets Code minimum(U360)Live load deflection criteria. with the current Installation Guide Design meets arbitrary(1")Maximum load deflection criteria. and the applicable building codes. Minimum bearing length for BO is 1-1/2". To obtain an Installation Guide or if Minimum bearing length for B1 is 1-1/2". you have any questions, please call Entered/Displayed Horizontal Span Length(s)=Clear Span+ 1/2 min.end bearing+ 1/2 intermediate bearing (800)232-0788 before beginning product installation. Connection Diagram BC CALC@, BC FRAMER®, BCI®, Consult project design professional of record or BOISE technical representative for connection design BC RIM BOARDTm, BC OSB RIM Member has no side loads. BOARDTTM, BOISE GLULAMTm Concentrated loads are not considered in side load analysis. VERSA-LAM®,VERSA-RIM@, Connectors are: 16d Sinker Nails VERSA-RIM PLUS®, VERSA-STRANDTm, a minimum=2" b f d VERSA-STUD,ALLJOISTO and b minimum=3" AJSTm are trademarks of c-6" a Boise Cascade Corporation. d= 12" • • • C a Page 1 of 1 BOISE BC CALC®9.1 DESIGN REPORT - US Sunday,August 07,2005 11:49 Double 1 3/4" x 16" VERSA-LAM® 3100 SP File Name: OOOOBASEJOB.BCC: BM-03 Job Name: 55379 Description: Address: 824 SHERRY DR ATLANTIC BEACH Specifier: City,State,Zip: , Designer: RICHARD TINGLEY Customer: McAFEE Company: LUMBER UNLIMITED Code reports: ICBO 5512, NER 629 Misc: 3 1 BO B1 LL 1567 lbs LL 1567 lbs DL 2394 lbs DL 2394 lbs RLL 2977 lbs RLL 2977 lbs Total of Horizontal Design Spans=09-09-08 General Data Load Summary Version: US Imperial ID Description Load Type Ref. Start End Type Value Trib. Dur. 1 Standard Load Unf.Area Left 00-00-00 09-09-08 Live 40 psf 08-00-00 100% Member Type: Floor Beam Dead 15 psf 08-00-00 90% Number of Spans: 1 2 Unf. Lin. Left 00-00-00 09-09-08 Live 0 plf n/a 100% Left Cantilever: No Dead 110 plf n/a 90% Right Cantilever: No 3 Unf.Area Left 00-00-00 09-09-08 Roof Live 30 psf 20-03-04 125% Dead 12 psf 20-03-04 90% Slope: Controls Summary Control Type Value %Allowable Duration Load Case Span Location Pos. Moment 16984 ft-lbs 36.4% 125% 4 1 -Internal Disclosure Neg. Moment -0 ft-lbs n/a 125% 4 1 -Right The completeness and accuracy of End Shear 4945 lbs 36.5% 125% 4 1 -Left the input must be verified by anyone Total Load Defl. U958(0.123") 37.6% 55 1 who would rely on the output as Live Load Defl. U1463(0.08") 24.6% 55 1 evidence of suitability for a Max Defl. 0.123" 12.3% 55 1 particular application. The output Span/Depth 7.3 n/a 1 above is based upon building code-accepted design properties Notes and analysis methods. Installation Design meets User specified(0360)Total load deflection criteria. of BOISE engineered wood Design meets Code minimum(U360)Live load deflection criteria. products must be in accordance Design meets arbitrary(1")Maximum load deflection criteria. with the current Installation Guide Minimum bearing length for BO is 2-3/8". and the applicable building codes. Minimum bearing length for B1 is 2-3/8". To obtain an Installation Guide or if Entered/Displayed Horizontal Span Length(s)=Clear Span+ 1/2 min.end bearing+ 1/2 intermediate bearing you have any questions, please call (800)232-0788 before beginning Connection Diagram product installation. Consult project design professional of record or BOISE technical representative for connection design BC CALC@, BC FRAMER@, BCIO, Member has no side loads. BC RIM BOARDTv, BC OSB RIM BOARD TM', BOISE GLULAMTM Connectors are: 16d Sinker Nails , VERSA-LAM@,VERSA-RIM@, a minimum=2" b —d VERSA-RIM PLUS@, + VERSA-STRANDTm, b minimum=3" 1_ VERSA-STUDO,ALLJOISTO and d __ 12„ a • . • AJS I'll are trademarks of c Boise Cascade Corporation. a Page 1 of 1 BOISE." BC CALC®9.1 DESIGN REPORT - US Sunday,August 07,2005 11:49 Single 16" AJSTm 20 MSR File Name: OOOOBASEJOB.BCC: F01 Job Name: 55379 Description: Address: 824 SHERRY DR ATLANTIC BEACH Specifier: City,State,Zip: , Designer: RICHARD TINGLEY Customer: McAFEE Company: LUMBER UNLIMITED Code reports: ESR-1144 Misc: t Lam_ 21 BO,2-1/2" B1,2-1/2" 710 lbs 710 lbs Total Horizontal Product Length=21-03-08 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 21-03-08 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 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 /0 The completeness and accuracy of Pos. Moment 3675 ft-lbs 59.8 100/0 1 1 -Internal Neg. Moment -0 ft-lbs n/a 100% 1 1 -Right the input must be verified by anyone End Reaction 699 lbs 61.1% 100% 1 1 -Right who would rely on the output as Hole#1 Shear 282 lbs 56.2% 44 evidence of suitability for a Hole#2 Shear 127 lbs 46.5% 46 particular application. The output Hole#3 Shear 280 lbs 55.8% 47 above is based upon building Total Load Defl. L/666(0.378") 54.0% 1 1 code-accepted design properties Live Load Defl. U833(0.303") 57.6% 1 1 and analysis methods. Installation Max Defl. 0.378" 37.8% 1 1 of BOISE engineered wood Span/Depth 15.8 n/a 1 products must be in accordance with the current Installation Guide Bearing Supports and the applicable building codes. To obtain an Installation Guide or if /o Allow /o Allow you have any questions, please call Name Type Dim. (L x W) Value Support Member Material (800)232-0788 before beginning BO Wall/Plate 2-1/2"x 2-1/2" 710 lbs 26.7% n/a Spruce-Pine-Fir product installation. B1 Wall/Plate 2-1/2"x 2-1/2" 710 lbs 26.7% n/a Spruce-Pine-Fir BC CALCO, BC FRAMER@, BCI@, Notes BC RIM BOARDTm,BC OSB RIM Design meets User specified(U360)Total load deflection criteria. BOARDrm,BOISE GLULAMTm, Design meets User specified(0480)Live load deflection criteria. VERSA-LAM@,VERSA-RIM@, Design meets arbitrary(1")Maximum load deflection criteria. VERSA-RIM PLUS&, VE RSA-STRAN D Tm, VERSA-STUD@,ALLJOISTO and AJSTm are trademarks of Boise Cascade Corporation. Page 1 of 1 801sm- BC CALC®9.1 DESIGN REPORT - US Sunday,August 07,2005 11:49 Single 16" AJSTm 20 MSR File Name: OOOOBASEJOB.BCC: F02 Job Name: 55379 Description: Address: 824 SHERRY DR ATLANTIC BEACH Specifier: City,State,Zip: , Designer: RICHARD TINGLEY Customer: McAFEE Company: LUMBER UNLIMITED Code reports: ESR-1144 Misc: F--VT— BO, -T - BO,2-1/2" 236 lbs B1,2-1/2" 236 lbs Total Horizontal Product Length=07-01-00 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 07-01-00 Live 40 psf 16" 100% Member Type: Joist Number of Spans: 1 1 Dead 10 psf 16" 90% Left Cantilever: No Controls Summary Right Cantilever: No Control Type Value YP %Allowable Duration Load Case Span Location Slope: Pos. Moment 384 ft-lbs 6.3% 100% 1 1 -internal OC Spacing: 16" End Reaction 225 lbs 19.7% 100% 1 1 -Right Total Load Defl. L/10437(0.008") 3.4% 1 1 Repetitive: Yes Live Load Defl. L/13046(0.006") 3,7% Construction Type:Glued 1 1 Max Defl. 0.008" 0.8% 1 1 Disclosure Span/Depth 5.1 n/a 1 The completeness and accuracy of Bearing Supports the input must be verified by anyone who would rely on the output as %Allow %Allow evidence of suitability for a Name Type Dim. (L x W) Value Support Member Material particular application. The output BO Wall/Plate 2-1/2"x 2-1/2" 236 lbs 8.9% n/a Spruce-Pine-Fir above is based upon building B1 Wall/Plate 2-1/2"x 2-1/2" 236 lbs 8.9% n/a Spruce-Pine-Fir code-accepted design properties and analysis methods. Installation Notes of BOISE engineered wood Design meets User specified(L/360)Total load deflection criteria. products must be in accordance Design meets User specified(L/480)Live load deflection criteria. with the current Installation Guide Design meets arbitrary(1")Maximum load deflection criteria. 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 CALCO,BC FRAMER®, BCH BC RIM BOARDT", BC OSB RIM BOARDTm, BOISE GLULAMTm, 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 Sunday,August 07,2005 11:49 Single 16" AJSTm 20 MSR File Name: OOOOBASEJOB.BCC: F03 Job Name: 55379 Description: Address: 824 SHERRY DR ATLANTIC BEACH Specifier: City,State,Zip: , Designer: RICHARD TINGLEY Customer: McAFEE Company: LUMBER UNLIMITED Code reports: ESR-1144 Misc: L BO,2-1/2" 685 lbs B1,2-1/2" 685 lbs Total Horizontal Product Length=20-06-08 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 20-06-08 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 Slope: 1 07-05-00 Left 12" 12" Circular 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 The completeness and accuracy of Pos. Moment 3417 ft-lbs 55.6% 100% 1 1 -Internal the input must be verified by anyone Neg. Moment -0 ft-lbs n/a 100% 46 1 -Right who would rely e the output as End Reaction 674 lbs 58.9% 100% 1 1 -Right Hole#1 Shear 260 lbs 51.8% 44 evidence of suitability for a Hole#2 Shear 136 lbs 49.8% 45 particular application. The output Hole#3 Shear 294 lbs 58.6% 47 above is based upon building Total Load Defl. U737(0.33") 48.8% 1 1 code-accepted design properties Live Load Defl. U922(0.264") 52.1% 1 1 and analysis methods. Installation Max Defl. 0.33" 33.0% 1 1 of BOISE engineered wood Span/Depth 15.2 n/a 1 products must be in accordance with the current Installation Guide Bearing Supports and the applicable building codes. %Allow %Allow To obtain an Installation Guide or if you have any questions, please call Name Type Dim.(L x W) Value Support Member Material (800)232-0788 before beginning BO Wall/Plate 2-1/2"x 2-1/2" 685 lbs 25.8% n/a Spruce-Pine-Fir product installation. B1 Wall/Plate 2-1/2"x 2-1/2" 685 lbs 25.8% n/a Spruce-Pine-Fir BC CALCO,BC FRAMER@, BCI@, Notes BC RIM BOARDTm,BC OSB RIM Design meets User specified(U360)Total load deflection criteria. BOARD'", BOISE GLULAMTM' Design meets User specified(U480)Live load deflection criteria. VERSA-LAM@,VERSA-RIM@, Design meets arbitrary(1")Maximum load deflection criteria. VERSA-RIM PLUS@, VERSA-STRANDTm, VERSA-STUD@,ALLJOISTO and AJS"I are trademarks of Boise Cascade Corporation. Page 1 of 1 BO11SE" BC CALC®9.1 DESIGN REPORT - US Sunday,August 07,2005 11:49 Single 16" AJSTm 20 MSR File Name: OOOOBASEJOB.BCC . F04 Job Name: 55379 Description: Address: 824 SHERRY DR ATLANTIC BEACH Specifier: City,State,Zip: , Designer: RICHARD TINGLEY Customer: McAFEE Company: LUMBER UNLIMITED Code reports: ESR-1144 Misc: (1 2 B0,2-1/2" B1,2-1/2" 518 lbs 518 lbs Total Horizontal Product Length= 15-06-08 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 15-06-08 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 12" 12" Circular Slope: 2 07-05-00 Left 13" 12" Rect. OC Spacing: 16" 3 10-07-08 Left 12" 12" Circular Repetitive: Yes Construction Type:Glued Controls Summary Disclosure Control Type Value %Allowable Duration Load Case Span Location Pos. Moment 1938 ft-lbs 31.6% 100% 1 1 -internal The completeness and accuracy of Neg. Moment -0 ft-lbs n/a 100% 43 1 -Right the input must be verified by anyone End Reaction 507 lbs 44.3% 100% 1 1 -Right who would rely on the output as Hole#1 Shear 266 lbs 53.0% 44 evidence of suitability for a Hole#2 Shear 103 lbs 37.7% 46 particular application. The output Hole#3 Shear 230 lbs 45.8% 47 above is based upon building Total Load Defl. U1592(0.115") 22.6% 1 1 code-accepted design properties Live Load Defl. U1990(0.092") 24.1% 1 1 and analysis methods. Installation Max Defl. 0.115" 11.5% 1 1 of BOISE engineered wood Span/Depth 11.4 n/a 1 products must be in accordance with the current Installation Guide Bearing Supports and the applicable building codes. 0 0/o To obtain an Installation Guide or if /o Allow Allow you have any questions, please call Name Type Dim.(L x W) Value Support Member Material (800)232-0788 before beginning BO Wall/Plate 2-1/2"x 2-1/2" 518 lbs 19.5% n/a Spruce-Pine-Fir product installation. B1 Wall/Plate 2-1/2"x 2-1/2" 518 lbs 19.5% n/a Spruce-Pine-Fir BC CALC®, BC FRAMER®, BCI®, Notes BC RIM BOARDTm, BC OSB RIM Design meets User specified(U360)Total load deflection criteria. BOARDTm, BOISE GLULAMTm, Design meets User specified(U480)Live load deflection criteria. VERSA-LAM@,VERSA-RIM®, Design meets arbitrary(1")Maximum load deflection criteria. VERSA-RIM PLUS®, VERSA-STRANDTm, VERSA-STUD@,ALLJOIST®and AJS11 are trademarks of Boise Cascade Corporation. Page 1 of 1 IMQiVEBC CALC® 9.1 DESIGN REPORT - US Sunday,August o7,2005 11:49 Single 16" AJSTm 20 MSR File Name: OOOOBASEJOB.BCC : F05 Job Name: 55379 Description: Address: 824 SHERRY DR ATLANTIC BEACH Specifier: City,State,Zip: , Designer: RICHARD TINGLEY Customer: Company: LUMBER UNLIMITED Code reports: EESR SR-11 1144 Misc: 1i � 2 (3 B0,2-1/2" 533 lbs B1,2-1/2" 533 lbs Total Horizontal Product Length= 16-00-00 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 16-00-00 Live 40 psf 16" 100% Member Type: Joist Number of Spans: 1 Dead 10 psf 16" 90% Left Cantilever: No Hole Summary Right Cantilever: No ID Description Center Ref. Width Height Shape Slope: 1 04-02-08 Left 12" 12" Circular OC Spacing: 16" 2 07-05-00 Left 13" 12" Rect. Repetitive: Yes 3 10-07-08 Left 12" 12" Circular Construction Type:Glued Controls Summary Disclosure Control Type Value %Allowable Duration Load Case Span Location Pos. Moment 2056 ft-lbs 33.5% 100% 1 1 -Internal The completeness and accuracy of the input must be verified by anyone Neg. Moment -0 ft-lbs n/a 100% 44 1 -Right who would rely e the output as End Reaction 522 lbs 45.6% 100% 1 1 -Right evidence of suitability fora Hole#1 Shear 281 lbs 55.9% 44 particular application. The output Hole#2 Shear 116 lbs 42.4% 46 above is based upon building Hole#3 Shear 221 lbs 44.1% 47 code-accepted design properties Total Load Defl. U1472(0.128") 24.5% 1 1 and analysis methods. Installation Live Load Defl. U1840(0.102") 26.1% 1 1 of BOISE engineered wood Max Defl. 0.128" 12.8% 1 1 products must be in accordance Span/Depth 11.8 n/a 1 with the current Installation Guide Bearing Supports and the applicable building codes. To obtain an Installation Guide or if %Allow %Allow you have any questions, lease call Name Type Dim. L x p ( W) Value Support Member Material (800)232-0788 before beginning BO Wall/Plate 2-1/2"x 2-1/2" 533 lbs 20.1% n/a Spruce-Pine-Fir product installation. B1 Wall/Plate 2-1/2"x 2-1/2" 533 lbs 20.1% n/a Spruce-Pine-Fir BC CALCO,BC FRAMER, BCI@, Notes BC RIM BOARDTm, BC OSB RIM Design meets User specified(U360)Total load deflection criteria. BOARD TM', BOISE GLULAM1m, Design meets User specified(U480)Live load deflection criteria. VERSA-LAM®,VERSA-RIM®, Design meets arbitrary(1")Maximum load deflection criteria. VERSA-RIM PLUS®, VERSA-STRANDTm, VERSA-STUD®,ALLJOISTO and AJSTm are trademarks of Boise Cascade Corporation. Page 1 of 1 BC CALC®9.1 DESIGN REPORT - US Sunday,August 07,2005 11:49 Single 16" AJSTm 20 MSR File Name: OOOOBASEJOB.BCC: F06 Job Name: 55379 Description: Address: 824 SHERRY DR ATLANTIC BEACH Specifier: City,State,Zip:, Designer: RICHARD TINGLEY Customer: McAFEE Company: LUMBER UNLIMITED Code reports: ESR-1144 Misc: T r BO,2-1/2" 411 lbs B1,2-1/2" 411 lbs Total Horizontal Product Length= 12-04-00 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 12-04-00 Live 40 psf 16" 100% Member Type: Joist Number of Spans: 1 Dead 10 psf 16" 90% Left Cantilever: No Hole Summary Right Cantilever: No ID Description Center Ref. Width Height Shape Slope: 1 04-00-00 Left 13" 12" Rect. OC Spacing: 16" Controls Summary Repetitive: Yes Control Type Value %Allowable Duration Load Case Span Location Construction Type:Glued Pos. Moment 1208 ft-lbs 19.7% ° 100/° 1 1 -Internal Disclosure Neg. Moment -0 ft-lbs n/a 90% 1 -Right The completeness and accuracy of End Reaction 400 lbs 35.0% 100% 1 1 -Right the input must be verified by anyone Hole#1 Shear 169 lbs 61. % 44 who would rely on the output as Total Load Defl. U2917(0.05") 12.33% 1 1 evidence of suitability fora Live Load Defl. U3646(0.04") 13.2% 1 1 Max Defl. 0.05" 5.0% 1 1 particular application. The output Span/Depth 9.0 n/a 1 above is based upon building code-accepted design properties Bearing Supports and analysis methods. Installation 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 BO Wall/Plate 2-1/2"x 2-1/2" 411 lbs 15.5% n/a Spruce-Pine-Fir and the applicable building codes. B1 Wall/Plate 2-1/2"x 2-1/2" 411 lbs 15.5% n/a Spruce-Pine-Fir To obtain an Installation Guide or if you have any questions, please call Notes (800)232-0788 before beginning Design meets User specified (U360)Total load deflection criteria. product installation. Design meets User specified(U480)Live load deflection criteria. Design meets arbitrary(1")Maximum load deflection criteria. BC CALCI, BC FRAMER®, BCI®, BC RIM BOARD TM', BC OSB RIM BOARDTm, BOISE GLULAMTm, VERSA-LAM®,VERSA-RIM®, VERSA-RIM PLUS@, VERSA-STRANDTm, VERSA-STUDa,ALLJOIST®and AJSI are trademarks of Boise Cascade Corporation. Page 1 of 1 Alpine Engineered Products, Inc. 1950 Marley Drive Haines City,FL 33844 Florida Engineering Certificate of Authorization Number: 567 Florida Certificate of Product Approval#FL1999 Page 1 of 1 Document IDA SPG235-ZO608125118 Truss Fabricator: Lumber Unlimited Job Identification: 553798-SHAWN MCAFEE DUVAL COUNTY -- 824 SHERRY DRIVE (553796 I-SHAWN MCAFEE DUVA!L COUNTY Truss Count: 24 �— Model Code: Florida Building Code 2001 _ Truss Criteria: ANSI/TPI-1995(STD)/FBC Engineering Software: Alpine Software,Version 7.20. Structural Engineer of Record or See Below: Address: Minimum Design Loads: Roof - 42.0 PSF @ 1.25 Duration Floor - N/A Wind - 120 MPH ASCE 7-98 -Partially Enclosed Notes: Seal Date:08/08/2005 1. Determination as to the suitability of these truss components for the structure is the responsibility of the building designer/engineer of -Truss Design Engineer- record, as defined in ANSI/TPI 1-1995 Section 2.2 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 girder trusses are consistent with the truss layout provided by Lumber Unlimited for the above referenced job identification. Loads applied by non-truss elements and basic load parameters are to be reviewed and approved by the EOR/building designer. 4. As shown on attached drawings; the drawing number is preceded by: HCUSR235 No Standard Details Ref Description Drawing# Date 1 11101--C16 05220226 08/08/05 2 11102--C17 05220227 08/08/05 3 11103--C18 05220228 08/08/05 4 11104--C19 05220229 08/08/05 5 11105--C20 05220230 08/08/05 6 11106--C21 05220231 08/08/05 7 11107--C22 2-PLY 05220232 08/08/05 8 11108--C22 2-PLY Alt B 05220233 08/08/05 9 11109--D23 2-PLY 05220234 08/08/05 10 11110--E24 05220235 08/08/05 11 11111--E24 Alt Bearing 05220236 08/08/05 12 11112--E25 05220237 08/08/05 13 11113--E26 05220238 08/08/05 14 11114--E27 05220239 08/08/05 15 11115--E28 2-PLY 05220240 08/08/05 16 11116--G29 05220241 08/08/05 17 11117--H30 2-PLY 05220246 08/08/05 18 11118--EJ31 05220242 08/08/05 19 11119--EJ32 05220243 08/08/05 20 11120--HJ33 D45 05220244 08/08/05 21 11121--HJ34 D45 05220245 08/08/05 22 11122--CJ35 5R 5L 05220247 08/08/05 23 11123--CJ36 9R 9L 05220248 08/08/05 24 11124--CJ37 9R 9L 05220249 08/08105 I IIII III II III II II III VII I II III I IIII Alpine Engineered Products, Inc. ` 1950 Marley Drive Haines City,FL 33844 Florida Engineering Certificate of Authorization Number: 567 Page 1 of 1 Document ID:ISPG235-Z0608125118 Truss Fabricator: Lumber Unlimited Job Identification: 55379B-SHAWN MCAFEE DUVAL COUNTY -- 824 SHERRY DRIVE (553796 I-SHAWN MCAFEE DUVAL COUNTY-1 Truss Count: 2 Model Code: Florida Building Code 2001 Truss Criteria: ANSI/TPI-1995(STD)/FBC Engineering Software: Alpine Software,Version 7.20. Structural Engineer of Record: Address: Minimum Design Loads: Roof - 42.0 PSF @ 1.25 Duration Floor - N/A Wind - 120 MPH ASCE 7-98 -Partially Enclosed Notes: Seal Date:08/08/2005 1. Determination as to the suitability of these truss components for the structure is the responsibility of the building designer/engineer of -Truss Design Engineer- record, as defined in ANSI/TPI 1-1995 Section 2.2 James F.Collins Jr. 2. The drawing date shown on this index sheet must match the date Florida License Number:52212ve i 1950 Marley Dr shown on the individual truss component drawing. Haines city,FL 33844 Drive 3. As shown on attached drawings; the drawing number is preceded by: HCUSR235 Revised Trusses Ref Description Drawing# Date 1 11121--HJ34 D45 05220245 08/08/05 2 11124--CJ37 9R 9L 05220249 08/08/05 , IN 1111111111111111111111111111 IN CD N � � rl N l0 LL O 1- H C) N N m Lo K Lo O o 0 m (h co N Q m N _ M C)O N J M F- o- d N N N U (n m � v) N ww Z X: w uw F- 3 (7 O w Ln Q 2 U w � d' O O 2 v) w '7 i v � c � ch LL v)w w w w a3 N v, N (� N u 1c, d d d 0- d• O O O O O LoOZ (� (� ti w II w O I� Ln O .--I N w « o X U (.7 F- a M O Q Z II J J J J J LL •-+ f OD J O O J U T Y J F— ca:� Q a O w U U U O d u OD LL w O v o Q O Ln W L W J >< LO F- Y w moo c C O 2 L L T • 1•' (� Lip p=j Y V o III (' y.w w �c ! °01�Q ~ Y V m N CD O•S M O �' '� 7 yQ"•'y M L 3 � (V • N Y Y r c v n O MIININN `O r v c x 3 O o O L U V Y (II E 11 v ECJ v N ^ - OYO 4- 41L N O U 4! -- d _ III III N (, Ln OD L m >< >< - Ln Lo O> a x n Oo -- D -- - Lo _- (D rn - - - M 0 pcl- I ~ V X � F w ~ L V t0 N >< L o u, M �--� m lo N L J d' E c X n' N ep d M oD w E E <� = N w \ N - - U vna N v N N (7 O N - � -- U n v >< - � - T Two t O - QS) V N E - a aE o 00 �_- > c a X N z o � U N O J om L Z(.77� I Lwv Q Z >< O K O Qi 1.-+ w •- U \ U C J N M Ol a r N U y ao V �k17< N N N N � > UX X X O WOVV �OO' mOHm G SW YLL 3 O L L W V F- f� UU V 1)N i-+ CLO (1Y - F— O O Q F C J m D !Z Q f z � N , O n C) (D N O rl O C) N m LO00 Ln O Lf) o ^ O OD \ ¢ LO N M O N J M F- CL n II N N N U N N U C.7 = Z Lp LL LU W Z LL o V 3 C7 0 W N W ¢ CC U W z L!1 vO L�tON M rn 3 LL LL LL LL °8 � ••onrn mV)� 3 N Ln N N (n N Z.-rti mm O � a Cl- d d d _ J •a J NO 0 0 0 0 Ln p zw� Vx III N M N • W O n Lo O N -- N w ¢ ko ¢� L~inovrn X V U C7 U zF M II J J J J J L.L F m - Q Cl' J D J U Q' � ¢ rn w N LL U U O d f n V p N V 0 LO o N O Q O X � L W a Ln > yy h T +-�E O_ 0 V 2 lT O O O �/_ t L O OON o Eoo OI o 2� N vw� zcovMaLn III C? w m a x r- V. `° LW OFZ L" 't0 CD C4 3 V � •.(V� H ... .Q ='a n CD f fgfuln"1 r d w p O OKV V V V p o O H H m tuv �x N ao N w0 O J O Y - N O V Z 0 < III III a - X X Ln Lo Cl) L m _ III III N LL < - - Lo CD LO LO 00 O - -- x- rn - - - M rn - - r+ C \�\ 4' .... of III o n L M a) _ <_ - = Y \\\ M - _ OLO >< II Y y LO 3 _ O J K Q �p � LD 3•' - k 7 N ¢ LD <= o O > � `I r n LD cr y X w M w O ti NN(h C- E aaa y v J I h Z VIN:n � .. /� Z yyCi•Q 3 cv i x E xx x E �U V! G ¢ G W 2 tt3 u F y Ln 0 0 w G. _I — I°m o Q I � M O 4- -� L.L N LO N O ti O N m LO OD uNi a' N Ln o n O O CD Ol M LL) N Cl) M CO O N J M F-- d N N N UN a, Ofcif .--i S Z W W Z Li o U w F-- 3 C7 0 W N Q 0:� U W of Cr of p p f � 111 c O 3 M LL LL Li U- U- a° v 3 N v) N V) Ln O O O 0 0 0 LO O Z w III N N W O n Lo O N .--i N .--i N o X ko n U M J J J J pJ LL Z F c0 .o K J p p J U o O1 N ++ J F- Q_' Q m O LL U U U O 2 W v '.-• F- co m F- p N o N OD LL w o c N o N QO w L w J 1 } N a� E a v Clm o c r O ...... 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CJIS CJ15 CJI4 CJI4 _ 01v �n CJI3ui GJ13 Al I IT f Ir RIMJOIST GJ15 CJI4 r 8 '4 EJ10 i RIMJC BM- LL LL LL ALL FLOOR JOISTS g 16" OC RIMJOIs I r O T I LB LL LL RIMJ 11T SUPPORT AREPORT JOB DESCRIPTION: 55379A WIND CODE: ASCE 7-98 WIND MPH: 120 BLDG TYPE: PARTIALLY OPEN ----------------------------- TRUSS TRUSS SUPPORT SUPPORT BEARING BEARING REACT. REACT. MAX WIND DESC SPAN-ft SIZE-in. TYPE XLOC-ft . YLOC-ft . MAX. +# MAX• -# UPLFT. -# A7 20 .333 3 . 500 WALL 0 . 000 9 . 094 855 -721 A7 20 .333 3 . 500 WALL 10 . 542 9. 094 1864 -1354 A7 20 .333 3 .500 WALL 20 . 042 9 . 094 757 -650 ------------------------------------------------------------------------------- B8 8 . 500 3 . 500 WALL 0 . 000 9 . 094 614 -602 B8 8 .500 3 . 000 HUS26 8 .250 9 . 094 557 -445 ------------------------------------------------------------------------------- EJ9 7 .000 3 . 500 WALL 0 . 000 9 . 094 440 -315 EJ9 7 . 000 1 . 500 NAILED 7 . 000 9 . 094 101 -180 EJ9 7 . 000 1 .500 NAILED 7 . 000 12 . 649 159 -296 -------------------------------------------------------------------------------- EJ10 5 .000 3 . 500 WALL 0 . 000 9 . 094 355 -264 EJ10 5 .000 1 . 500 NAILED 5 . 000 9 . 094 67 -180 EJ10 5 .000 1 . 500 NAILED 5 . 000 11 . 649 102 -200 ---------------------------=--------------------------------------------------- HJll D45 9 . 899 4 . 950 WALL 0 . 000 9 . 094 537 -557 HJll D45 9 . 899 1 . 500 NAILED 9 . 899 9 . 094 389 -190 HJll D45 9 .899 1 . 500 NAILED 9 . 899 12 . 627 223 -335 ------------------------------------------------------------------------------- HJ12 D45 7 . 071 4 . 950 WALL 0 . 000 9. 094 505 -416 HJ12 D45 7 . 071 1 . 500 NAILED 7 . 071 9 . 094 159 -180 HJ12 D45 7 . 071 1 .500 NAILED 7 . 071 11 . 627 85 -180 ------------------------------------------------------------------------------- CJ13 2R 5 .037 3 . 500 WALL 0 . 000 9 . 094 367 -276 CJ13 2R 5 . 037 1 . 500 NAILED 5 . 037 9 . 094 67 -180 CJ13 2R 5 . 037 1 .500 NAILED 5 . 037 11 . 667 101 -199 -------------------------------------------------------------------------------- CJ14 3R 3 . 037 3 . 500 WALL 0 . 000 9 . 094 306 -251 CJ14 3R 3 . 037 1 . 500 NAILED 3 . 037 9 . 094 31 -180 CJ14 3R 3 . 037 1 . 500 NAILED 3 . 037 10 . 667 74 -180 ------------------------------------------------------------------------------- CJ15 3R 1 . 037 3 . 500 WALL 0 . 000 9 . 094 370 -369 CJ15 3R 1 .037 1 . 500 NAILED 1 . 037 9 . 094 27 -13 -180 CJ15 3R 1 . 037 1 . 500 NAILED 1 . 037 9 . 633 200 -159 -194 ------------------------------------------------------------------------------- ri n"m N TT N r(� 9omE r--1� � sUQm uL X UI C n �Op7U !q5 om�� i ( JOB: 55319A McAFEE k bA' LOG: 624 SHERY DR PLAN:MGAFEE RESID DE51GNER: RICHARD TINCaLEY o, > VES_ W ° E TALL I-JOSTS ARE BOISE CASCADE ALLJOIST �I u9 n J SERIES APPROVAL• r V o JET AJ5-20 16455 (v/ ALL BEAMS ARE BOISE CASCADE VERSA-LAM SP O u� APPROVAL'1644.1 E .O E BM-12-1.15"X I6"LVL 9' 4 wm 13M-2 1-1.15"X I6" LVL 16' ( �m ,16T 5M-3 2-1.15"X I6"LVL 10' �J �/ u o HANGERS ON JOB ARE AS FOLLOWS u of i UNLESS NOTED OTHERWISE e pu 'i APPLICATION PART$ APPROVAL• I-PLY TRUSS HU526 FL414.192 0 i FLOOR JOIST MIT316 FL414334 2-PLY BEAM HGU5414 FL414.140 " 4°am V r V 12 l � �mpvi If o� / TUBO y om�q o_m >I X009 oma` AST ICE- L t �• u