The URL can be used to link to this page

Permit 1101 Cornell Ln PERMIT WORKSHEET JOB ADDRESS. II()1 nt)(no -(N-n C TYPE WORKS►f1Gl E' m i Ita R ssljc ht 2� PROPERTY OWNER %� � C�1'Jlls,. TELEPHONE CONTRACTOR �U� eS �! � TELEPHONE q 0-4 2 I- I Z2--L PERMIT NUMBE -DATE ISSUED INSPECTIONS: FOOTING SLAB 3.1 C '� TIE BEAM LINTEL NAILINGISHEATHING FRAMING/COVER UP -A3 INSULATION ts-A FINAL BUILDING b CERTIFICATE OF OCCUPANCY TREE PERMIT ISSUED? PERMIT NUMBER ELECTRICAL PERMIT NUMBEDATE COPY SENT TO JEA TEMPORARY POLE PERMIT NUMBER DATE COPY SENT TO JEA TEMPORARY POWER LETTER RECEIVED? YES NO INSPECTIONS: ROUGH ELECTRIC RELEASED TO JEA TEMP. POWER RELEASED TO JEA TEMP. POLE _ RELEASED TO JEA ' 6 S FINALy I MECHANICAL PERMIT NUMBER r;;�- 25( 't INSPECTIONS: ROUGH. d-3,c,I FINAL PLUMBING PERMIT NUMBER as d S o t 3 INSPECTIONS: ROUGHIUNDERSLAB -Lia n3 TOPOUT v �3 WATERISEWER FINALj07-13-7 27 DRAINAGE INSPECTION POOL PERMIT NUMBER INSPECTIONS: STEEL FINAL ROOFING PERMIT NUMBER INSPECTIONS: NAILINGISHEATHING FINAL FAILED INSPECTIONS: DATE PD. DATE PD. _ I yeS CITY OF ATLANTIC BEACH s� 800 SEMINOLE ROAD -� ATLANTIC BEACH, FLORIDA 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . 03-00027354 Date 12/15/03 Property Address . . . . . . 1101 CORNELL LN Tenant nbr, name . . . . . . 10 X 6 SHED Application description . . . SHED PERMIT Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 800 Owner Contractor - - - - - - --- - - - - -- - - - -- -- --- - ---- - --- - - --- --- -- ---- TACKETT, MARLENE OWNER 1101 CORNELL LANE ATLANTIC BEACH FL 32233 (904) 246-9515 ---------- -- -------- -------- - - - ---------- - -- -- - ----- - - - - - -- - ----- --- -- - ----- Permit . . . BUILDING PERMIT Additional desc . . Permit Fee . . . . 35 . 00 Plan Check Fee 17 . 50 Issue Date . . . . Valuation . . . . 800 ----- - - -- - -- -- -- - - - - - - - - - - -- -- -- - - - - - - - - - -- - - - -- - - - -- -- - - - - - -- - - - - -- -- ------ Special Notes and Comments SHED MUST BE FIVE FEET OFF OF EACH PROPERTY LINE . Fee summary Charged Paid Credited Due -- ---- ----------- ---- ------ -- - -- ---- - - ---- - - - - - - -- -- - -- -- Permit Fee Total 35 . 00 35 . 00 . 00 . 00 Plan Check Total 17 . 50 17 . 50 . 00 . 00 Grand Total 52 . 50 52 . 50 . 00 . 00 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 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. BUILDING OFFICIAL Cc: CITY OF ATLANTIC BEACH D. Ford BUILDING / ZONING DEPARTMENT ns � =' 800 Seminole Road S. Doerr �' r) Atlantic Beach,Florida 32233 J . (904)247-5800 (904)247-5845 Fax PLAN REVIEW COMMENTS Permit Application # 0' �q- y `3 JL-1 Property Address: I co o'Atlt Applicant: + -Q Project: �� /� �1 I This rmit application has been: Approved Reviewed and the following items need attention: r 1 r Please re-submit your application when these items have been completed. Reviewed BDate: ` Rsti„t,�} CITY OF ATLANTIC BEACH CD. Ford BUILDING / ZONING DEPARTMENT <�gms y 800 Seminole Road S. Doerr J r Atlantic Beach,Florida 32233 (904)247-5800 (904)247-5845 Fax PLAN REVIEW COMMENTS Permit Application # d 3- Z-7Z354- Property Address: _ 1 O l p2i.SE� Lp,+s c" Applicant: Li• -("(- �-- _ Project: (' This p mit application has been: Approved Reviewed and the following items need attention: Please re-submit your application when these items have been completed. Reviewed By: Date: `�� j CITY OF ATLANTIC BEACH ` )EC '3 BUILDING PERMIT APPLICATION, (ALTERATIONS/ADDITIONS) Date: Job Address: ! 1 Come I1 1",(1 n e_. Owner of Property: r c Gly., ,�"" Address: 1101 COY ne �� 1,C1 W L Of 10 VI h 'G(.v 1 Telephone: Legal Description: Block Num er: Lot Number: Zoning District: >Contractor: State License Number: Contractor's Address: Telephone: Fax: >Describe proposed use and work to be done: 16 YT .5,h - L y� Present use of land or building(s): N(1 h 0 't >Valuation of proposed construction: Qbo d•0C) What are the dimensions of the added space: feet x feet Will the added area be heated and cooled? NNew electrical or increase in service �O New plumbing fixtures?_ tio` New fireplace? N G` New heating/air conditioning? Is approval of Homeowner's Association or other private entity required? fj�) —If yes,please submit with this application. Will this project involve changes in elevation,site grade or any use of rill material or the removal of any trees? -NO. Applicant certifies that no change in site grade or fill material will be used on this project. F_1 YES. See Step 2 below. Approval of the Public Works Department is required prior to issuance of a Building Permit. jjg�,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 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 -bttp://www.ci.atiantic-beach.fl.us Page I Revised 1/14/03 In addition to construction and engineering detail,plans must contain the following information as appropriate for the type of work being performed. Scale of drawings should be sufficient to depict all required information in a clear and legible manner. 1. Current survey showing the property boundary with bearings and distances and the legal description. 2. Location of all structures,temporary and permanent,including setbacks,building height,number of stories and square footage. Identify any existing structures and uses. 3. If required by the Department of Public Works,a pre-construction topographical survey. 4. Any significant environmental features,including any jurisdictional wetlands,CCCL,natural water bodies. 5. Impervious Surface area calculations: include driveways, sidewalks, patios and other Impervious Surfaces. Swimming pools may be excluded from total Impervious Surface. 6. Other information as may be appropriate for individual applications. I hereby certify that all' f4 ti provided 'th thi apRion is correct. Signature of owner:1- lDate: 11- 21 3 I hereby certify that I have read and examined this application and know the same to be true and correct. All provisions of the laws and ordinances governing this type of work will be complied with, whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any federal,state or local rules,regulations,ordinances,or laws in any manner,including the governing of construction or the performance of construction of the property. I understand that the issuance of this permit is contingent upon the above information being true and correct and that the plans and supporting data have been or shall be provided as required Signature of Contractor: Date: Address and contact information of person to receive all correspondence regarding this application (please print). Name: Mailing Address: Telephone: Fax: E-Mail: AS TO OWNER: Sworn to and subscribed before me this CYC day of ( � C ( ,20 V -J. State of Florida,County of Duval AA - s� .,Ev' JENNIFERSCHlUETER Notary's Signature: 4,4",L v. MY COMMISSION#DD 121301 z EXPIRES:May 27,tow „{k e«,atere,«r:arYPUV`0UrrderWA ?My ❑ Personally known 09--froduced identification �q Type of identification produced FL- T 3 V"C_ AS TO CONTRACTOR: Sworn to and subscribed before me this day of , 20 State of Florida,County of Duval Notary's Signature: ❑ Personally known ❑ Produced identification Type of identification produced 800 Seminole Road -Atlantic Beach,Florida 32233-5445 Telephone: (904)247-5800 •Fax: (904)247-5845 -http://www.ci.atiantic-beach.fl.us Page 2 Revised 1/14/03 Y.r �IT/DURDEN SURVEY 9042413346 OCT-28-03 TUE 10 :35 AM B� ��;.G . y M q . �' ._Fu S U R V Y TOCURRENTLP BICC AS RECORDSROFDIN PLAT BOOK 55. ES 91 AND 91A OF THEDUVAL COUNTY, FLORIDA i e ` pLgT&00K// / r s o / /2 SCALE 1' — 20' �QPy�t, S S �O.F •.� i l `3 / 10,0 40r lw Av /` e\AVO l / ,� Ll�(/ryRVNgOF c\ �MFNi' W 4 ?v 00 / j p0 ^' 'V �yOrr .�68.4g• / / w'� � RN170,077G/`\� WAYPA Oq C � NOTES: THIS IS A SPECIAL PURPOSE SURVEY TO SHOW FINAL IMPROVEMENTS. BOUNDARY DATA AS PER PLAT. SEE 'AS—BUILT' SURVEY DATED OCTOBER 3, 2003 FOR POND LOCATION AND OTHER STRUCTURE INFORMATION. FILE No. 2003-1177. SUiLOING RESTRICTION LINES AND EASEMENTS CITY OF ATLANTIC BEACH r `f PERMIT CALCULATION SHEET Date: ' Address z /D Co(Z M F,e- c- F Heated Square Footage @ $ per sq ft = $ S y a Garage/ Shed @ $ per sq ft = $ Carport/Porch @$ per sq ft = $ Deck @ $ per sq ft= $ Patio @$ per sq ft = $ TOTAL VALUATION: O Total Valuation l s` $ Remaining Value $ . per thousand or portion thereof CONSTRUCTION TYPE: -1 � TOTAL BUILDING FEE $ ZONING: AG -t + '/2 Filing Fee $ FLOOD ZONE: _ 4 ( ) Fireplaces @ $35.00 $ —O -- IMPERVIOUS SURFACE: �?.sD70 BUILDING PERMIT FEE $ WATER IMPACT FEE $ 3 3 b SEWER IMPACT FEE $ �Z S WATER METER/TAP $ S' f CAPITAL IMPROVEMENT$ i !' SEWER TAP $ C 0125RADON HRS .0050 $ Z SECTION H PAVING ( ) $ CROSS�ONNECTION $ 3 '' -4ST(i)0 ) SURCHARGE $ , S� OTHER $ GRAND TOTAL DUE: $ o2c�✓2 . 2�� 1/13/03 CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH FL 32233 CERTIFICATE O F OCCUPANCY P E R M A N E N T Issue Date . . . . . . 10/30/03 Parcel Number . . . . . 177421-0000- - Property Address . . . 1101 CORNELL LN ATLANTIC BEACH FL 32233 Subdivision Name . . . Legal Description . . . Property Zoning . . . . TO BE UPDATED Owner . . . . . . . . . BEACHES HABITAT Contractor . . . . . . BEACHES HABITAT 904 241-1222 Application number 02-00025073 000 000 Description of Work SINGLE FAMILY RESIDENCE Construction type . . . Occupancy type . . . . Flood Zone . . . . . . Approved . . . . . . . d-- Building Offi ial VOID UNLESS SIGNED BY BUILDING OFFICIAL s * , CITY OF ATLANTIC BEACH T 800 SEMINOLE ROAD ,r ATLANTIC BEACH,FLORIDA 32233 J 7 v INSPECTION PHONE LINE 247-5826 Application Number . . . . . 02-00025073 Date 2/12/03 Property Address . . . . . . 1101 CORNELL LN Application description . . . SINGLE FAMILY RESIDENCE Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 Owner Contractor - ------------------------ ----------------------- BEACHES HABITAT BEACHES HABITAT P.O. BOX 50939 ATLANTIC BEACH FL 32233 JAX BEACH FL 32240 (904) 241-1222 (904) 241-1222 ---------------------------------------------------------------------------- Permit . . . . . . BUILDING PERMIT Additional desc . . Permit Fee . . . . . 00 Plan Check Fee . 00 Issue Date . . . . 2/12/03 Valuation . . . . 0 Expiration Date . . 8/11/03 ---------------------------------------------------------------------------- Other Fees . . . . . . . . . CITY RADON SURCHARGE .28 CAPITAL IMPROVEMENT 325. 00 ST CONSTRUCTION SURCHARGE 5 . 06 AB CONSTRUCTION SURCHARGE . 56 STATE RADON SURCHARGE 5 . 34 SEWER IMPACT FEES 1250 . 00 WATER IMPACT FEE 330 . 00 WATER CONNECT/METER ONLY 85 . 00 WATER CROSS CONNECTION 35 . 00 Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total . 00 .00 . 00 . 00 Plan Check Total .00 . 00 . 00 .00 Other Fee Total 2036 .24 2036 .24 . 00 . 00 Grand Total 2036 .24 2036 .24 . 00 . 00 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 IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS"ISSUED ACCORDING TO APPROVED PLANS WHI PART OF THIS PEWT SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. z w R1 RIDING OFFICIAL Building, Planning & Zoning Inspection CITY OF ATLANTIC BEACH Department CERTIFICATE OF OCCUPANCY WORKSHEET Date Requested: ' Contractor Name: Permit # � . Property Address: Corr) ( U4 Y 1 . Legal Description: CaS+rc3 `/ `�� 'r- (SmY'V4 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: 1 " Required As Built The following must be completed before issuing Certificate of Occupancy: Department Date Notified Date Approved Approved By Fire Dept. ---` Public Works _�- Planning Dept. / p 3 0 . 0 3 p • 3 o a3 Building Dept. O a 3 3 b - 63 Final Survey with FFE [ Yes ❑ No All Re-Inspect Fees Paid C Yes 0 No s FLOODPLAIN DEVELOPMENT INFORMATION Location:: Type of Development: w Flood Zone: �T 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. COMNIENTS: Applicant Acknowledgment: 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. Date_ �4�� p"L Applicant's Signature � �►� Department Use: Required Lowest Floor Elevation �. g As Built Lowest Floor Elevation Z 3 Survey Filed with Building Department Building Department Representative RFC.'^FT'`, RID OCT 2 4 2002 City of Atlantic Beach 800 Seminole Road •Atlantic Beach,Florida 32233-5445 Phone: (904)247-5800 • FAX (904)247-5805 • http://www/ci.atlantic-beach.fl.us BUILDING- PERMIT APPLICATION FOR SINGLE-FAMILY OR TWO-FAMILY (DUPLEX) CONSTRUCTION (INCLUDING NEW CONSTRUCTION, REMODEL-, ADDITIONS AND ALTERATIONS, MOVING OR DEMOLITION) II I DATE .it-7 �1 JOB ADDRESS L�xNP APPLICANT �r� �r ADDRESS �a 7/ f Ayl e PHONE: LEGAL DESCRIPTION: R Z CT CONTRACTOR /!/J% rt.0 (1,.9Ne-/— STATE LICENSE NUMBER ADDRESS PHONE CITY STATE ZIP FAX DESCRIBE PROPOSED USE AND WORK TO BE DONE f/�lE� �'- ' � CP PRESENT USE OF LAND OR BUILDING(S) Va c VALUATION OF PROPOSED CONSTRUCTION 7600 Is this an addition? If yes,what are the dimensions of the added space: feet by feet Will the added area be heated and cooled? New electrical or increase in service? New plumbing fixtures? New fireplace? New heating/air conditioning? Is approval or Homeowner's Association or other private entity required? If yes,please sub nit with this application. WILL THIS PROJECT INVOLVE CHANGES IN ELEVATION, SITE GRADE OR ANY USE OF FILL MATERIAL? ❑ NO._Applicant certifies that no change in site grade or fill material will be used on this project. ZA YES. See Step 2 below. Approval of the Public Works Department is required prior to issuance of a Building Permit. PROCEDURE: (In order to expedite issuance of permits, please follow all steps and provide all information as appropriate.) 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 904-247-5817. 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 i/18/02 � CITY OF ATLANTIC BEACH i J 800 SEMINOLE ROAD -j ATLANTIC BEACH, FLORIDA 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 02-00025073 Date 6/20/03 Property Address . . . . . . 1101 CORNELL LN Application description . . . SINGLE FAMILY RESIDENCE Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 Owner Contractor ------------------------ ------------------------ BEACHES HABITAT BEACHES HABITAT P.O. BOX 50939 ATLANTIC BEACH FL 32233 JAX BEACH FL 32240 (904) 241-1222 (904) 241-1222 ---------------------------------------------------------------------------- Permit . . . . . . ELECTRICAL PERMIT Additional desc . . Permit Fee . . . . 95 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 95 . 00 95 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 95 . 00 95 . 00 . 00 . 00 X 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 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. BUILDING OFFICIAL CITY OF ATLANTIC BEACH, FLORIDA APPLICATION FOR ELECTRICAL PERMIT TO THE CHIEF ELECTRICAL INSPECTOR DATE: 20 �3 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 PL SPECIFICATIONS,WHICH ARE A PART HEREOF, AND IN ACCORDANCE WITH THE ELECTRICAL REGULATIONS,C S AND 7rySr ANCES. ELECTRICAL FIRM: LMWER ELECTRICIAN SIGNATURE: f • ' OWNERS NAME: L ) ADDRESSCDle RFD BOX_ BLDG. SIZE 11oo BETWEEN: RES.kp APT.( ) COMM.( ) PUBLIC( ) INDUS.( ) NEW( ) OLD( ) REW.( ) ADDITION( ) TRAILER( ) TEMP.( ) SIGNS( ) SQ.FT. SERVICE: NEW INCREASE REPAIR( CONDUCTOR SIZE AMPS: COPPER ALUM. FEES SWITCH OR BREAKER AMPS PH W VOLT RACEWAY EXIST. SERV. SIZE AMPS PH W VOLT RACEWAY FEEDERS NO. SIZE NO. SIZE NO. SIZE LIGHTING OUTLETS CONCEALED OPEN TOTAL RECEPTACLES CONCEALED OPEN TOTAL 0.30AWS 31.100 AMPS SWITCHES INCANDESCENT FLOURESCENT&M.V. FIXED 0.100 AMPS. OVER APPLIANCES I I BELL TRANSF. AIR H.P.RATING H.P.RATING CEIL. KW-HEAT CONDITIONING COMP.MOTOR OTHER MOTORS AMPS I HEAT 0-1 OVER MOTORS H.P. VOLTAGE_ PHS NO. 1 H.P. VOLTAGE PHS MISCELLANEOUS UNDER 600V OVER 600V ;EACH ORMERS: NO. IKVA NO. IKVA N TRANSF. NO VA MA MOTOR SIZE SWITCH FLASHERS GN --'. CITY OF ATLANTIC BEACH :...s 800 SEMINOLE ROAD ATLANTIC BEACH,FLORIDA 32233 INSPECTION PHONE LINE 247-5826 >J3319'' Application Number . . . . . 03-00026046 Date 5/13/03 Property Address . . . . . . 1101 CORNELL LN Tenant nbr, name . . . . . . HVAC Application description . . . MECHANICAL ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 Owner Contractor ------------------------ ------------------------ BEACHES HABITAT P.O. BOX 50939 JAX BEACH FL 32240 (904) 241-1222 ---------------------------------------------------------------------------- Permit . . . . . . MECHANICAL PERMIT Additional desc . . Sub Contractor . . OCEAN STATE HEAT & AIR Permit Fee . . . . 71 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 71. 00 71 .00 . 00 . 00 Plan Check Total . 00 .00 . 00 . 00 Grand Total 71 . 00 71 . 00 .00 . 00 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 IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS"ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND<SUWECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. 4 RI III.T)ING OFFICIAL 2 opt Co CITY OF ATLANTIC BEACH MECHANICAL PERMIT APPLICATION Date: Owner of Property: Job Address: // 0 / C ;a;�'..✓ �"� �/ Contractor: i (DC>°cc n 64jCt_4 In consideration of permit given for doing the work as described in the above statement,we hereby agree to perform said work in accordance with the attached plans and specifications which are a part hereof and in accordance with the City of Atlantic Beach ordinances and standards of good practice listed therein. tIt. GENERAL INFORMATION A Type of hearing fuel: B. X Electric IS OTHER CONSTRUMON BEING DONE ON THIS O Gas: �LP _Natural _Central Utility BUILDING OR SITE?, L/, S O Oil 0 Other-Specify IF YES,GIVE NUMBER OF PN CTION i PERMIT O-Z — .2 3 O Z, (V. MECHANICAL EQUIPMENT TO BE NATURE OF WORK INSTALLED Residentiai or Commercial New Building (Provide complete list of components on back of this form) O Existing Building }� Heat _Space i Recessed _Central Floor O Replacement of existing system Air Conditioning: Room Cen Nr New Installation(No system previously installed) Duct System: Material Thickness Cl Extension or add-on to existing system Maximum capacity Rr'O O dm O Other-Specify O Refrigeration O Cooling tower: Capacity tinrtt Cl Fire sprinklers: Number of heads THIS SPACE FOR OFFICE USE ONLY O Elevator: — Manlifl Escalator (Number) O Gasoline pups i (Num) (Received) O Tanks (Number) Remarks O LPG containers (Number) O Unfired pressure vessel O Boilers permit Approved by Date O Other-Specify Permit Flt LIST ALL EQUIPMENT AIR CONDITIONING AND REFRIGERATION EQUIPMENT Number Units Description Model Number Manufacturer Capacity Approving (Tons) Agency o %�. N/ �J i9a y J%1 .v� tit HEATING-FURNACES,BOILERS,FIREPLACES Number Units Description Model Number Manufacturer Capacity Approving (BTU} Agency TANKS How Many Nominal Capacity Type Liquid Name of Serial Approving And Dimensions Contained Manufacturer No. Agency 800 Seminole Road•Atlantic Beach,Florida 32233-54d5 Phone:(%4)237-5800•Fut:(904)247-5345• htty:J/www.cLat1antic-be*chfl.u9 1/14/03 CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FLORIDA 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 02-00025073 Date 3/11/03 Property Address . . . . . . 1101 CORNELL LN Application description . . . SINGLE FAMILY RESIDENCE Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 Owner Contractor - BEACHES HABITAT BEACHES HABITAT P.O. BOX 50939 ATLANTIC BEACH FL 32233 JAX BEACH FL 32240 (904) 241-1222 (904) 241-1222 ---------------------------------------------------------------------------- Permit . . . . . . PLUMBING PERMIT Additional desc . . Permit Fee . . . . 112 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Expiration Date 9/11/03 Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 112 . 00 112 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 112 . 00 112 . 00 . 00 . 00 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 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. I3U LDING OFFICIAL D2 CITY OF ATLANTIC BEACH PLUMBING PERMIT APPLICATION Date: "! Job Address: ��/ Owner of Property: CAe5_ 'f At;!' T Telephone: Plumbing Contractor:AC14 Q Iy F7e T r" qT PlV,rmigzN ► Contractor's Address:—PQ-1 ,86x Si iglo n�x Ikh o6 Z14 State License Number: e F-e 0" 4VA-7 Telephone: .'!977ff4!r How many of the following fixtures (re-piped or new): _Sinks Showers _Water _Lavatory Water Heaters Hose Bib Bathtubs Dishwashers _Sewer Urinals Disposals Other Closets Washing Machine Shower Pans Floor Drains Re-Pipe (List fixtures being re-piped) Total Fixtures:_ x $7.00 + $35.00 = (Minimum Permit Fee: $35.00) Signature of Owner- G/,Ir IV Signature of Contractor: 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 800 Seminole Road .Atlantic Beach,Florida 32233-5445 Phone: (904)247-5826• FAX(904)247-5845• http://www.ei.atlantic-beach.fl.us in oio3 STEP 3. Please submit 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 in addition to construction and engineering detail, plans must contain the following information as appropriate for the type of work being performed. Scale of drawings should be sufficient to depict all required information in a clear and legible manner. 1. Current survey showing the property boundary with bearings and distances and the legal description. 2. Location of all structures,temporary and permanent, including setbacks,building height,number of stories and square footage. Identify any existing structures and uses. 3. Existing and/or proposed driveways. 4. If required by the Departnient of Public Works,a pre-construction topographical survey. 5. Any significant environmental features,including any jurisdictional wetlands,CCCL,natural water bodies. 6. Impervious Surface area calculations. (Swimming pools may be excluded from total Impervious Surface.) 7. Other information as may be appropriate for individual applications. I HEREBY CERTIFY THAT ALL INFORMATION PROVIDED WITH THIS APPLICATIN IS CORRECT.) 21 ./ SIGNATURE OF OWNER ^ ATE. I HEREBY CERTIFY THAT I HAVE READ AND E MINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND. CORRECT. ALL PROVISIONS OF THE LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH, WHETHER SPECIFIED HEREIN OR NOT. THE GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY FEDERAL,STATE OR LOCAL RULES, REGULATIONS,ORDINANCES,OR LAWS IN ANY MANNER,INCLUDING THE GOVERNING OF CONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION OF THE PROPERTY. I UNDERSTAND THAT THE ISSUANCE OF THIS PERMIT IS CONTINGENT UPON THE ABOVE INFORMATION BEING TRUE AND CORRECT AND THA THE PLANS AND SUPPORTG�HAVE BEEN OR SHALL BE PROVIDED AS REQUIRED. SIGNATURE OF CONTRACTOR DATE / 2— ADDRESS AND CONTACT INFORMATION OF PERSON TO RECEIVE ALL CORRESPONDENCE REGARDING THIS APPLICATION (PLEASE PRINT) NAME LIA C MAILING ADDRE j !"+�C. ' r PHONE�;��}/ I .�—�-- FAX L��' [� E—MAIL d yJ11170 p10 SWORN AND SUBSCRIBED BEFORE ME THIS DAY OF STATE OF A COUNTY OF DUVAL �' \ / a JENNIFER SCHf UE1ER NOTARY'S SIGNATURE COMMISSION�:. �; MY C , #DD 121301 4f ° r BondeEdXTPi IppS:May 27,20 AS TOO rers oty aPublicU personally known ❑ Produced identification Type of identification produced AS TOC v _ NNIFER SCHR U� ETER Personally known �MMISSION#.DD 121301 ❑ Produced identification o. g EXPIRES:May 27,2006 Type of identification produced Bonded Thru Notary Public Undenwd,, 6/18/02 WATER IMPACT FEE WORKSHEET ADDRESS: 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 closet, lavatory, Bidet, and bathtub or shower 6 r 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 fountain/Icemaker Y2 , J 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 Shower compartment,domestic 2 Sink J 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 closet,private installation 4 Water closet, public installation 6 TOTAL NUMBER OF UNITS= .,$ MULTIPLIED X 20 TOTAL$ III. Energy Code Information: 1. Is the current energy code form completed properly and signed; � RESIDENTIAL CHECKLIST FOR ONE&TWO FAMILY DWELLINGS correct climate zone and correct jurisdiction? (FBC 13-600)' :x' No N/A 2. Does conditioned square feet area on plans match square feet NOTE: DRAWINGS REQUIRED TO BE DRAWN TO SCALE WITH SUFFICIENT CLARITY shown on energy forms? No N/A AND DETAIL-(FBC 104.2.1) 3. Is the"R"value between common walls shown? No N/A (FBC 13-602.1.ABC.1.1) t, Q _ 4. le the"R"value for added insulation on exterior walls shown? ] No NIA PLANS EXAMINER: DATE: 5. ,:the"R"value for ceilings shown? (FBC 13-604.1 ABC.1 i No N/A r� & Is the"R"value for raised floors shown? (FBC t3-605) No N/A OWNER: CK S t t/a/? (i f( ( JOB ADDRESS: tlt, Cn <}.?f C E 7. Are Energy Credits Claimed? No }, A. Attic Radiant Barrier Credit (FBC 13-607.1 A.4) Yes No N/A CONTRACTOR:BC 1 t 5. 4A- PHONE NUMBER: �'1.2 Z 2-- B. White Roof Credit (FBC 13-607.I.A.5) Yes No N/A C. Programmable Thermostat (FBC 13-600.2.A.3.5) Yes No N/ (CIRCLE) I. Survey: IV Foundation Plan: 1. Is a specific purpose survey submitted? No N/A I. Are all footings shown,including interior bearing walls, 2. Is correct Flood Zone shown? Yrs No N/A Column pads and concentrated loads? No N/A 3. Are existing grade elevations shown for structures located 2. Are all locations of vertical reinforcement and anchor bolts shown? No N/A in an"A"or"V"zone? Yes No3. Are all elevation changes in slab shown? No NIA 4. On lots in multiple flood zones,are flood zone lines indicated? Yes No 4. Is minimum concrete PSI shown? `4.Yes' No N/A 5. Is property in a flood way? Yes CV. S. Is slab reinforcement shown? Yes /foo N/A 6. Is flood way line shown? Yes No A. Wire mesh size and gauge? Yes/No N/A B. Fibermesh reinforcement? Yea No N/A 6. Is vapor barrier,minimum 6 mil,shown? (FBC 1909.2) Yea N/A II. Structure Code Compliance: 7. Is minimum slab on grade thickness shown?(FBC 1909.1) Yea o N/A L Are plans sealed by architect or engineer? No N/A 8. Is type of soil treatment for termites shown?(FBC 18 16) Yes No✓N/A A. Are structural calculations submitted? Yes No ! ; 9, Do plans show concrete footings have a specified compressive 2. Is correct wind speed shown? (FBC Figure 1606) No N/A Strength of not less than 2500 PSI at 28 days? (FBC 1804.5.1) Yes 1/fgo NIA 3. Is exposure category shown? (FBC 1606.1.8) No N/A 10. If pile foundation shown,is Sealed Soils Report submitted? 4. Is Importance Factor shown per FSC Table 16062 No N/A (FBC 1805.1) Yes No N/A✓ 5. Are pressures for wind loading on components and cladding Shown per FBC 1606.2.57 Yes No 6. Are pressures for wind loading on components and cladding V. Typical Wall Section: Shown per FBC 1606.2.5? Yes No C�� A,' I, Is finished grade shown? No N/A 7. Does structure meet requirements of FBC Table 500 for number of 2. Is minimum floor elevation shown? No N/A stories and allowable area? No N/A A. Minimum 8"above adjacent grade? es, No N/A 8. Does structure meet Fire Resistance Ratings of FBC Table 600 B. Flood protection elevation? Ng. � N/A for structural elements? es No N/A C. Base flood elevation? Yes din' N/A 9. Are plans designed per SSTD 10-997 'Yas C�Io� N/A 3. Is minimum footing depth beneath finished grade shown? Yes (5 N/A A. Are all appropriate charts and tables shown? Yea o ',N (FBC 1804.1.3) B. Are all appropriate requirements circled or highlighted? Yes No ( NLA_' 4. Are all footing sizes shown? CA ' No N/A 10. Are plans designed per"Guide to Concrete Masonry Residential 5. Are all horizontal reinforcements shown? No N/A Construction in High Wind Areas"7 Yes o N/A 6. Is vertical reinforcement shown? No N/A A. Are all appropriate charts and tables shown? Yes o 'buA, 7. Masonry construction. ,�! B. Are all appropriate requirements circled or highlighted? Yes No /A A. Is exterior wall finish shown? Yes (5 N/A 11. Are plans designed per"WPPC Guide to Wood Construction inB. Is interior furring shown? Yes No High Wind Areas? Yes 6"4D N/A C. Is exterior wall insulation shown? Yes No A. Are all appropriate charts and tables shown? Yes No ED. Is exterior wall finish shown? Yes No B. Are all appropriate requirements circled or highlighted? Yes No 8, Wood Frame Construction U. Are plans designed per"AF&PA Wood Frame Construction A. Is stud size,spacing,grade and lumber species shown? t�� No N/A Manual for One-and Two-Family Dwellings,High Wind Edition'? Yes C A[e N/A B. Is exterior sheathing(type and thickness)shown? `iCl} No N/A A. Are all appropriate charts and tables shown? Yes No C. Are nailing requirements(size and spacing)shown? ea No N/A B. Are all appropriate requirements circled or highlighted? Yea No (FBC Table 2306.1) D. Is exterior wall finish shown? Yes /No N/A 15. Does bedroom open directly into garage? Yes No VN/A E. Is interior wall finish shown? Yes I- No N/A 16. Does the number of bedrooms shown on plans match the number F. Is minimum clearance between wood siding and finishedof bedrooms shown on the application? Yes VIN. N/A grade shown? (FBC 2304.2.5) Yes ,00,No N/A G. Are shear wall segments shown? Yes No N/A✓ 17. Is Designer's name and address shown on plans? Yes /No N/A A. Type of hold-downs shown? Yes No N/A✓ is. Do egress doors and landings comply with FBC 1012.1.3 9. Are ceiling heights shown? (FBC 1202.2) Yes✓No N/A and FBC 1012.1.57 Yes V No N/A 10. Are all hurricane anchorage and hold-downs specified and labeled7 Yes.'No N/A 19. Are habitable rooms shown with the minimum light and ventilation r 11. Is ceiling type shown,drywall thickness? Yes--'No N/A requirements of FBC 1203.17 Yes No N/A 12. Roof Framing 20. Are garage doors,windows and other openings shown as meeting `f A. Are engineered trusses shown? Yes ,-'No NIA wind load requirements for components and cladding per FBC 1606? Yes ✓No N/A B. Are conventional Game rafters used? Yes No N/A✓ 21. Does floor plan show freplace7 Yes V/No NIA 1. Rafter size shown? Yes No N/A 22. Are stair details shown? Yes No N/A V -11 2. Species of lumber shown? Yes No N/A✓ A. Is minimum stair width shown? (FBC Table 1004) Yes No NIA✓ 3. Grade of lumber shown? Yes No N/A B. Are tread and riser sizes shown? (FBC 1007.3) Yes No N/A f C. Type of roof sheeting shown? YesNo NIA C. Do spiral stairways comply with FBC 1007.8.2? Yes No NIA 1. Thickness of roof sheeting shown? Yes t/No N/A D. Are required landing shown? (FBC 1007.4)? Yes No N/A 2. Grade of roof sheeting shown? Yea y'No N/A E. is required headroom clearance shown? (FBC 1007.4) Yes No N/A ✓ 3. Nailing patten of roof sheeting shown? Yes No N/A V'' 23. If floor plan shows mixed construction,are mixed (FBC Table 2306.1) Construction details shown? (May require engineering.) Yes No N/A D. Weight of Dry-In felt shown? Yes✓No N/A 24. If required,are tenant separations shown? Yes No NIA ✓ E. Type of roof cover shown? Yes No N/A A. Duplex (FBC Table-704.1) 1. Attachment asphalt/fiberglass shingles shown? ,/ B. Townhouse (FBC 704.4) (FBC 1507.3.7) Yes✓ No N/A 25. Are all columns and beams shown for porches and lanais? Yes No N/A ✓ 2. Attachment of the roof shown? Yes No N/A{a' A. Are column type,size and anchorage shown? Yes No NIA ✓ (FBC 1507.3.7) B. Are beam type,size,span and anchorage shown? Yes No NIA ✓y 3. Other roof covering and attachments shown? Yes No NIA t✓� 26. Are all lintel and team details shown? Yes No NIA F. length of roof overhang shown? Yes/ o N/A 27. Are engineering details provided for butt glass? Yes No N/A G. Type of soffit and fascia shown? Yes✓,No NIA H. Attic ventilation shown? Yes to N/A 1. location,type and thickness of flashing shown? VII. Truss/Rafter Plan. (FBC 1503.2.1 and FBC 1507.3.9) Yes�I�e NIA I. Are engineered truss plans provided showing loads,uplifts and ` I. Type and gauge of cave metal shown? Yes 0 N/A required connections? Yes J No N/A 2. Are all headers,beams,girders and interior bearing walls shown? Yea✓No NIA 3. Framed roof. VI. Floor Plan. A. Is rafter plan shown,including size,spacing species, 1. Does square footage on plan match square footage show ongrade of lumber,span and connections? Yes No NIA 4F// application? Yes o N/A B. Is ceiling joist plan shown,including size,spacing, 2. Are all room dimensions shown? Yes 7No N/A species,grade of lumber,span and connections? Yes No N/A 3. Are all door and window sizes shown? Yes J No NIA C. Are collar ties shown,including size,spacing,species, 4. Are all emergency egress openings shown? Yes V No N/A grade of lumber and connections? Yes No NIA 5. Is required tempered glass shown at all hazardous locations? D. Is ridge beam shown,including size,species and grade (FBC 2405.2) Yes ✓h N/A of lumber? Yes No NIA 6. Are all vertical reinforcements shown? Yes ,/No N/A 4. Is roof sheeting indicated,showing type,thickness and nailing 7. Are all shear wall segments shown? Yes/No N/A patten? Yes /No NIA 8. Are all bold-downs and hurricane anchorages shown? Yes ti/No N/A 9. Is required attic access shown? Yes /,No NIA 10. Are all plumbing futures shown? Yes No NIA VIII. Floor Framing. 11. Are all electrical fixtures shown? Yes t/No NIA 1. Is engineered floor truss plan provided,showing loads, 12. Are all mechanical fixtures shown? Yes ✓�10 N/A uplifts and connections? Yes No N/A A. Is air handler and condensor location shown? Yes voO'No N/A 2. Is joist plan provided,showing size,spacing,span,species, / B. Are exhaust fans shown? Yes�410 N/A grade of lumber and connections? Yes No N/A Y 13. Are all smoke detectors shown? (FBC 905.2) Yes V,,No N/A 3. Is floor sheeting indicated,showing type,thickness and / 14. Does one(1)bathroom on the first habitable floor level nailing pattern? Yes No N/A,,,.// Have a 29"net clear door opening and handicap accessible route? (FBC 11-11) Yes V No N/A W PLAN REVIEW COMMENTS Permit Application # c9S(D')") Applicant: f C' Address: //7)- /-Project: o Your application is approved a Your permit application has been reviewed and the following items need attention: Please re-submit your application when these items have been completed. Reviewed by Signed Date Contractor Notified Date UR RT7117U-j ' istrument was prepared by Doe 002297 7 0722 'ox 50939 Page: 08 5�� nville Beach,Florida 32240 Filed & R ord 10/21!20 11:01x29 AM JIM FULLER CLERK G UIT T DUVAL NTY NOTICE OF COMMENCEMENT RE ING 5.00 ST FUND i 1.00 E OF FLORIDA Permit No.: 1TY OF DUVAL Tax Folio No.: The undersigned hereby gives notice that improvements will be made to certain real property,and )rdance with section 713,Florida Statutes, the following information is provided in this Notice of tenement. Description of property:(legal description of property and street address if available) 1161 e llpew z e�-iucr ,�� i� �erg�� 6A 9 General description of improvements: To build a single family residence Owner Information: a. Name and Address: Habitat For Humanity Of The Jacksonville Beaches, Inc. P.O. Box 50939, Jacksonville Beach,FL 32240 b. Owner's interest in the site of the improvements: 100% C. Name and Address of fee simple title holder(if other than owner) :N/A Contractor: a. Name and Address: oc# 2097212 Aagoe: 2213 b. Phone Number: Filed & Recorded C. Fax Number:(optional, if service by fax is acceptable) 10/21/2002 11:01:29 AM JIM FULLER CLERK CIRCUIT COURT Surety on any payment bond: NONE DUVAL COUNTY RECORDING $ 5.00 TRUST FUND t 1.00 Name of any lender making a loan for the construction of the improvements: N/A Persons within the State of Florida designated by owner upon whom notices may be served as provided by Section 7713.13(1) (a)7,Florida Statutes: 7P.O.Box 50939,Jacksonville Beach, FL 32240 Phone: (904) 241-1222 Facsimile: (904) 241-4310 In addition to himself, owner designates the following person to receive a copy of the lienor's notice as provided in Section 713.13 (1) (b), Florida Statute (Name,Bank and Address): N/A Expiration date of notice of commencement: 1 year from the date of recording. o,��..i.nstrumentwas acknowledgedbefore HABITAT F HU ANITY OF E 'day of �C ,2W0 JACKSONV ES, 1Nm ZETURN s �strument was prepared by D �2g ox 50939 Boo 20��'22 7 7 nville Beach,Florida 32240 Pa e: 208 Filed 8 cord 10/21/ 11:01:29 AM 'IM FULLE CLERK CUI OL NOTICE OF COMMENCEMENT DUVAL LINTY R DING 5.00 UST FUND 1.00 E OF FLORIDA Permit No.: ITY OF DUVAL Tax Folio No.: The undersigned hereby gives notice that improvements will be made to certain real property,and )rdance with section 713,Florida Statutes,the following information is provided in this Notice of encement. Description of property:(legal description of property and street address if available) General description of improvements: To build a single family residence Owner Information: a. Name and Address: Habitat For Humanity Of The Jacksonville Beaches, Inc. P.O. Box 50939, Jacksonville Beach,FL 32240 b. Owner's interest in the site of the improvements: 100% C. Name and Address of fee simple title holder(if other than owner) : d�C# 24022 7210 ok: 1 O7 Contractor: Page: 2211 Filed & Recorded a. Name and Address: 10/21/2002 11:01:29 Ali gr r t.>t� JIM CLERK CIRCUIT COURT b. Phone Number: DUVAL COUNTY C. Fax Number:(optional, if service by fax is acceptable) RECORDING $ 5.00 TRUST FUND $ 1.00 Surety on any payment bond: NONE Name of any lender making a loan for the construction of the improvements: N/A Persons within the State of Florida designated by owner upon whom notices may be served as provided by Section 713.13(1) (a) 7�,.Florida Statutes: P.O.Box 50939, Jacksonville Beach, FL 32240 Phone: (904)241-1222 Facsimile: (904)241-4310 In addition to himself, owner designates the following person to receive a copy of the lienor's notice as provided in Section 713.13 (1) (b), Florida Statute (Name, Bank and Address): N/A Expiration date of notice of commencement: 1 year from the date of recording. of instrumentwas acknowledged before HABITAT F jfAurvIVQ, U ANITY OF /Hof , 200 by JACKSONVI E INC. / .Y>l,n fi r,vronrnlhr�rnm:n 4n ma nr FORM 60OA-2001 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Whole Building Performance Method A Project Name: Habitat,Single Family Home Builder: Beaches Habitat Address: 1101 Cornell Ln. Permitting Office; City, State: Permit Number: Owner: Jurisdiction Number: Climate Zone: North 1. New construction or existing New — 12. Cooling systems 2. Single family or multi-family Single family _ a. Central Unit Cap:24.0 kBtu/hr — 3. Number of units,if multi-family 1 _ SEER: 10.00 — 4. Number of Bedrooms 3 _ b.N/A 5. Is this a worst case? Yes _ — 6. Conditioned floor area(£t=) 1125 ft' c. N/A 7. Glass area&type — — a. Clear-single pane 0.0 ff _ 13. Heating systems b.Clear-double pane 130.0 ft? _ a. Electric Heat Pump Cap:24.0 kBtu/hr — c. Tint/other SHGC-single pane 0.0 ff — HSPF:7.00 — d.Tint/other SHGC-double pane 0.0 ff b.N/A — 8. Floor types — — a. Slab-On-Grade Edge Insulation R=0.0,143.0(p)ft — c. N/A — b.N/A — — c. N/A 14. Hot water systems 9. Wall types — a. Electric Resistance Cap:40.0 gallons — a. Frame,Wood,Exterior R=11.0,972.0 fe — EF:0.92 _ b.N/A — b. N/A — c. N/A — — d.N/A — c. Conservation credits — e. N/A (HR-Heat recovery,Solar 10. Ceiling types _ DHP-Dedicated heat pump) a. Under Attic R=30.0, 1126.0 ft' — 15. HVAC credits — b.N/A — (CF-Ceiling fan,CV-Cross ventilation, c. NIA HF-Whole house fan, 11. Ducts — PT-Programmable Thermostat, a. Sup:Unc. Ret:Unc. AH:Interior Sup.R=6.0,25.0 ft — MZ-C-Multizone cooling, b.NIA MZ-H-Multizone heating) Glass/Floor Area: 0.12 Total as-built points: 18489 PASS Total base points: 20243 I hereby certify that the plans and specifications covered Review of the plans and VE sT by this calculation are in compliance with the Florida specifications covered by this ti��` _ 9T�o Energy Code. calculation indicates compliance with the Florida Energy Code. PREPARED BY: Ocean State HVAC Before construction is completed I y DATE: l©— `/— 0 -2, this building will be inspected for I hereby certify that this designed, ' in compliance with Section 553.908 ✓.I,�oD wE compliance with the FI rid g Code. Florida Statutes. OWNER/AGENT: BUILDING OFFICIAL: DATE: z- Af DATE: EnergyGaugeO(Version: FLRCPB v3.21) � e FORM 60OA-2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: 1101 Cornell Ln., , , PERMIT#: BASE AS-BUILT FGLASSPESditioned X BSPM = Points Overhang Floor Area Type/SC Ornt Len Hgt Area X SPM X SOF= Points .18 1125.0 20.04 4058.1 Double,Clear SW 1.5 6.0 15.0 38.46 0.89 510.7 Double, Clear NW 1.5 4.0 6.0 25.46 0.85 129.3 Double, Clear NW 1.5 4.0 9.0 25.46 0.85 194.0 Double, Clear NW 1.5 6.0 15.0 25.46 0.93 353.4 Double,Clear NE 6.0 6.0 20.0 28.72 0.59 336.3 Double,Clear NE 1.5 6.0 20.0 28.72 0.92 528.9 Double,Clear SE 1.5 6.0 15.0 40.86 0.88 541.4 Double,Clear SE 1.5 6.0 15.0 40.86 0.88 541.4 Double,Clear SW 1.5 6.0 15.0 38.46 0.89 510.7 As-Built Total: 130.0 3646.1 WALL TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Adjacent 0.0 0.00 0.0 Frame,Wood,Exterior 11.0 972.0 1.70 1652.4 Exterior 972.0 1.70 1652.4 Base Total: 972.0 1652.4 As-Built Total: 972.0 1652.4 DOOR TYPES Area X BSPM = Points Type Area X SPM = Points Adjacent 0.0 0.00 0.0 Exterior Wood 38.0 6.10 231.8 Exterior 38.0 6.10 231.8 Base Total: 38.0 231.8 As-Built Total: 38.0 231.8 CEILING TYPES Area X BSPM = Points Type R-Value Area X SPM X SCM = Points Under Attic 1124.7 1.73 1945.7 Under Attic 30.0 1126.0 1.73 X 1.00 1948.0 Base Total: 1124.7 1945.7 As-Built Total: 1126.0 1948.0 FLOOR TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Slab 143.0(p) -37.0 -5291.0 Slab-On-Grade Edge Insulation 0.0 143.0(p -41.20 -5891.6 Raised 0.0 0.00 0.0 Base Total: -5291.0 As-Built Total: 143.0 -5891.6 INFILTRATION Area X BSPM = Points Area X SPM = Points 1125.0 10.21 11486.3 1125.0 10.21 11486.3 EnergyGaugeS DCA Form 60OA-2001 EnergyGaugeS/FlaRES'2001 FLRCPB v3.21 FORM 60OA-2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: 1101 Cornell Ln., , , PERMIT#: BASE AS-BUILT Summer Base Points: 14083.3 Summer As-Built Points: 13073.0 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) 13073.0 1.000 (1.090 x 1.147 x 0.91) 0.341 1.000 5076.2 14083.3 0.4266 6007.9 13073.0 1.00 1.138 0.341 1.000 5076.2 EnergyGaugeTm DCA Form 600A-2001 EnergyGauge@/FIaRES'2001 FLRCPB v3.21 FORM 60OA-2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: 1101 Cornell Ln., , , 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= Points .18 1125.0 12.74 2579.9 Double, Clear SW 1.5 6.0 15.0 7.17 1.06 114.0 Double,Clear NW 1.5 4.0 6.0 14.03 1.01 84.9 Double, Clear NW 1.5 4.0 9.0 14.03 1.01 127.3 Double,Clear NW 1.5 6.0 15.0 14.03 1.00 211.1 Double,Clear NE 6.0 6.0 20.0 13.40 1.04 279.8 Double,Clear NE 1.5 6.0 20.0 13.40 1.01 269.7 Double,Clear SE 1.5 6.0 15.0 5.33 1.10 87.7 Double, Clear SE 1.5 6.0 15.0 5.33 1.10 87.7 Double, Clear SW 1.5 6.0 15.0 7.17 1.06 114.0 As-Built Total: 130.0 1376.2 WALL TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Adjacent 0.0 0.00 0.0 Frame,Wood, Exterior 11.0 972.0 3.70 3596.4 Exterior 972.0 3.70 3596.4 Base Total: 972.0 3596.4 As-Built Total: 972.0 3596.4 DOOR TYPES Area X BWPM = Points Type Area X WPM = Points Adjacent 0.0 0.00 0.0 Exterior Wood 38.0 12.30 467.4 Exterior 38.0 12.30 467.4 Base Total: 38.0 467.4 As-Built Total: 38.0 467.4 CEILING TYPES Area X BWPM = Points Type R-Value Area X WPM X WCM = Points Under Attic 1124.7 2.05 2305.6 Under Attic 30.0 1126.0 2.05 X 1.00 2308.3 Base Total: 1124.7 2305.6 As-Built Total: 1126.0 2308.3 FLOOR TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Slab 143.0(p) 8.9 1272.7 Slab-On-Grade Edge Insulation 0.0 143.0(p 18.80 2688.4 Raised 0.0 0.00 0.0 Base Total: 1272.7 As-Built Total: 143.0 2688.4 INFILTRATION Area X BWPM = Points Area X WPM = Points 1125.0 -0.59 -663.7 1125.0 -0.59 -663.7 EnergyGauge®DCA Form 60OA-2001 EnergyGauge®/FlaRES'2001 FLRCPB v3.21 3 FORM 60OA-2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: 1101 Cornell Ln., , , PERMIT#: BASE AS-BUILT Winter Base Points: 9558.2 Winter As-Built Points: 9773.0 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) 9773.0 1.000 (1.069 x 1.169 x 0.93) 0.487 1.000 5533.0 9558.2 0.6274 5996.8 9773.0 1.00 1.162 0.487 1.000 5533.0 EnergyGaugeTm DCA Form 60OA-2001 EnergyGauge®/FIaRES'2001 FLRCPB v3.21 FORM 60OA-2001 WATER HEATING & CODE COMPLIANCE STATUS Residential Whole Building Performance Method A - Details ADDRESS: 1101 Cornell Ln., , , 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 3 2746.00 8238.0 40.0 0.92 3 1.00 2626.61 1.00 7879.8 As-Built Total: 7879.8 CODE COMPLIANCE STATUS BASE AS-BUILT Cooling + Heating + Hot Water = Total Cooling + Heating + Hot Water = Total Points Points Points Points Points Points Points Points 6008 5997 8238 20243 5076 5533 7880 18489 PASS 0IIME SIV T�TB o EnergyGaugeTm DCA Form 60OA-2001 EnergyGaugeO/FIaRES'2001 FLRCPB v3.21 FORM 60OA-2001 Code Compliance Checklist Residential Whole Building Performance Method A - Details ADDRESS: 1101 Cornell Ln., , , 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/s .ft.window area; .5 cfm/s .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 as 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®/FIaRES'2001 FLRCPB v3.21 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE SCORE* = 84.2 The higher the score,the more efficient the home. 1101 Cornell Ln., , , 1. New construction or existing New — 12. Cooling systems 2. Single family or multi-family Single family — a. Central Unit Cap:24.0 kBtu/hr 3. Number of units,if multi-family 1 _ SEER: 10.00 4. Number of Bedrooms 3 _ b.N/A _ 5. Is this a worst case? Yes 6. Conditioned floor area(f?) 1125 ff c. N/A _ 7. Glass area&type _ _ a. Clear-single pane 0.0 fe _ 13. Heating systems b.Clear-double pane 130.0 ft' _ a. Electric Heat Pump Cap:24.0 kBtu/hr _ c. Tint/other SHGC-single pane 0.0 ft, _ HSPF:7.00 d.Tint/other SHGC-double pane 0.0 ft, b.N/A 8. Floor types _ a. Slab-On-Grade Edge Insulation R=0.0, 143.0(p)ft _ c. N/A b.N/A c. N/A 14. Hot water systems 9. Wall types _ a. Electric Resistance Cap:40.0 gallons _ a. Frame,Wood,Exterior R=11.0,972.0 ft' _ EF:0.92 b.N/A _ b.N/A _ c.N/A d.N/A _ c. Conservation credits _ e. N/A (HR-Heat recovery,Solar 10. Ceiling types _ DHP-Dedicated heat pump) a.Under Attic R=30.0, 1126.0 ft' _ 15. HVAC credits _ b.N/A _ (CF-Ceiling fan,CV-Cross ventilation, c. N/A HF-Whole house fan, 11. Ducts _ PT-Programmable Thermostat, a. Sup:Unc. Ret:Unc. AH:Interior Sup.R=6.0,25.0 ft _ RB-Attic radiant barrier, b.N/A MZ-C-Multizone cooling, 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) o4Z1tE Sr4 in this home before fmal inspection.Otherwise,a new EPL Display Card will be completed 4V ==, 0 based on installed Code compliant features. - uur � Builder Signature: Date: - a Address of New Home: City/FL Zip: �'c0D WF *NOTE: The home's estimated energy performance score is only available through the FLARES computer program. This is not a Building Energy Rating. If your score is 80 or greater(or 86 for a US EPA/DOE EnergyStarTmdesignation), your home may qualify for energy efficiency mortgage (EW incentives ifyou 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 Affairs at 850/487-1824. EnergyGauge®(Version:FLRCPB v3.21) Al N, RETUR2, Fee nstrument was prepared by Doe2247 7 B722 Box 50939 R08 SFordonville Beach,Florida 32240 A 11:01:29AM JCUIT URTDTYNOTICE OF COMMENCEMENT D # 1.00 CE OF FLORIDA Permit No.: NTY OF DUVAL Tax Folio No.: Theundersigned hereby gives notice that improvements will be made to certain real properly,and ,ordance with section 713, Florida Statutes, the following information is provided in this Notice of nencement. Description of property:(legal description of property and street address if available) Il el e ep-we l- General description of improvements: To build a single family residence Owner Information: a. Name and Address: Habitat For Humanity Of The Jacksonville Beaches, Inc. P.O. Box 50939, Jacksonville Beach,FL 32240 b. Owner's interest in the site of the improvements: 100% C. Name and Address of fee simple title holder(if other than owner) :N/A Contractor: a. Name and Address: oak 20Q%47212 S-1 �F�'1+''D Iv � �'-��'/.� t-) oot� Gage. 2213 b. Phone Number: Filed & Recorded C. Fax Number:(optional, if service by fax is acceptable) 10/21/2002 11:01:29 AM JIM FULLER CLERK CIRCUIT COURT Surety on any payment bond: NONE DR L COUNTY DING f 5.44 TRUST FUND $ 1.00 Name of any lender making a loan for the construction of the improvements: N/A Persons within the State of Florida designated by owner upon whom notices may be served as provided by Section 7713.13(1) (a)7,Florida Statutes: T—P.O.Box 50939, Jacksonville Beach, FL 32240 Phone: (904) 241-1222 Facsimile: (904)241-4310 In addition to himself, owner designates the following person to receive a copy of the lienor's notice as provided in Section 713.13 (1) (b), Florida Statute(Name,Bank and Address): N/A Expiration date of notice of commencement: 1 year from the date of recording. 'rego1 instrument was acknowledged before HABITAT Mo HU, 4ANITY OF E s�-{'day of (OC--- , 200`x,by JACKSONVVIA¢IiES,INn SINGLE FAMILY HOME HVAC LOAD ANALYSIS for Beaches Habitat P.O. Box 50939 Jacksonville Beach, FL 32250 it RHVAC. ��ID�N''IYAI, HVAC LoADs Prepared By: Rick Janousek Ocean State Heating&Air Conditioning 1476 Atlantic Boulevard Neptune Beach,FL 32266 (904)249-8251 10-24-02 RHVAC-Residential&Light Commercial HVAC Loads Program Elite Software Development,Inc. Ocean State Htg&A/C Single Family Home Neptune Beach,FL 32266-1798 10-24-02 Page 2 Project Summary Project: Single Family Home Company: Ocean State Heating &Air Conditioning Client: Beaches Habitat Representative: Rick Janousek Address: P.O. Box 50939 Address: 1476 Atlantic Boulevard City: Jacksonville Beach, FL 32250 City: Neptune Beach, FL 32266 Phone: 241-1222 Phone: (904) 249-8251 Fax: Fax: (904) 249-8949 Comment: Design Data Project Name: Single Family Home Reference City: Jacksonville, Florida Daily Temperature Range: Medium Latitude: 30 Degrees Elevation: 26 Feet Elevation Sensible Adj. Factor: 1.000 Elevation Total 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: 27 N/A N/A 72 N/A Summer: 96 78 50% 75 51 Check Figures Total Building Supply CFM: 801 CFM per square foot: 0.712 Square feet of room area: 1,125 Square feet per ton: 590.223 Building Loads Total heating required with outside air: 23,653 Btuh 23.653 MBH Total sensible gain: 17,612 Btuh 85 % Total latent gain: 3,010 Btuh 15 % Total cooling required with outside air: 20,622 Btuh 1.719 Tons (based on sensible +latent) 1.906 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. Thursday,October 24,2002 RHVAC-Residential&Light Commercial HVAC Loads Program Elite Software Development,Inc. Ocean State Htg&A/C Single Family Home Neptune Beach,FL 32266-1798 10-24-02 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 130 4,241 0 5,572 5,572 10D Door Wood Solid Core 38 787 0 430 430 12C Wall R-11 + 1/2"Gypsum(R-0.5) 972 3,936 0 2,153 2,153 16G Ceiling R-30 Insulation 1,126 1,672 0 1,672 1,672 22A Slab on Grade No Edge Insulation 143 5,214 0 0 0 Subtotals for structure: 2,409 15,850 0 9,827 9,827 Active People: 4 0 920 1,200 2,120 Inactive People: 0 0 0 0 0 Appliances: 0 0 0 3,600 3,600 Lighting: 0 0 0 0 0 Ductwork: 0 1,127 0 1,601 1,601 Infiltration:Winter CFM: 135.0, Summer CFM: 60.0 168 6,676 2,090 1,384 3,474 Ventilation: Winter CFM: 0.0, Summer CFM: 0.0 0 0 0 0 0 Sensible Gain Total: 17,612 Temperature Swing Multiplier: X1.00 Building Load Totals: 23,653 3,010 17,612 20,622 Check Figures Total Building Supply CFM: 801 CFM per square foot: 0.712 Square feet of room area: 1,125 Square feet per ton: 590.223 Building Loads Total heating required with outside air: 23,653 Btuh 23.653 MBH Total sensible gain: 17,612 Btuh 85 % Total latent gain: 3,010 Btuh 15 % Total cooling required with outside air: 20,622 Btuh 1.719 Tons (based on sensible + latent) 1.906 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. Thursday,October 24,2002 RHVAC-Residential&Light Commercial HVAC Loads Program Elite Software Development,Inc. Ocean State Htg&A/C Single Family Home Neptune Beach,FL 32266-1798 10-24-02 Page 4 System#1 Summary Loads Component Area Sen. Lat. Sen. Total Description Quan Loss Gain Gain Gain 3C Window Double Pane Clear Glass Metal Frame 130 4,241 0 5,572 5,572 10D Door Wood Solid Core 38 787 0 430 430 12C Wall R-11 + 1/2"Gypsum(R-0.5) 972 3,936 0 2,153 2,153 16G Ceiling R-30 Insulation 1,126 1,672 0 1,672 1,672 22A Slab on Grade No Edge Insulation 143 5,214 0 0 0 Subtotals for structure: 2,409 15,850 0 9,827 9,827 Active People: 4 0 920 1,200 2,120 Inactive People: 0 0 0 0 0 Appliances: 0 0 0 3,600 3,600 Lighting: 0 0 0 0 0 Ductwork: 0 1,127 0 1,601 1,601 Infiltration:Winter CFM: 135.0, Summer CFM: 60.0 168 6,676 2,090 1,384 3,474 Ventilation:Writer CFM: 0.0, Summer CFM: 0.0 0 0 0 0 0 Sensible Gain Total: 17,612 Temperature Swing Multiplier: X1.00 System Load Totals: 23,653 3,010 17,612 20,622 Check Figures Supply CFM: 801 CFM per square foot: 0.712 Square feet of room area: 1,125 Square feet per ton: 590.223 System Loads Total heating required with outside air: 23,653 Btuh 23.653 MBH Total sensible gain: 17,612 Btuh 85 % Total latent gain: 3,010 Btuh 15 % Total cooling required with outside air: 20,622 Btuh 1.719 Tons (based on sensible+latent) 1.906 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. Thursday,October 24,2002 RHVAC-Residential&Light Commercial HVAC Loads Program Elite Software Development,Inc. Ocean State Htg&A/C Single Family Home Neptune Beach,FL 32266-1798 10-24-02 Page 5 Room Load Summary Reports System#1 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--- 1 Master 181 3,238 42 0-0 0 2,718 647 124 1.00 124 124 Bedroom 2 Bath 154 1,466 19 0-0 0 1,980 75 90 1.00 90 90 1/2,Laun dry 3 Kitchen 112 1,383 18 0-0 0 3,260 112 148 1.20 178 148 4 Dining 100 4,113 53 0-0 0 1,906 435 87 1.25 108 87 5 Living 225 5,392 70 0-0 0 3,208 435 146 1.25 182 146 6 Bedroom 209 5,025 65 0-0 0 2,252 889 102 1.00 102 102 3 7 Bedroom 144 3,036 39 0-0 0 2,288 417 104 1.00 104 104 2 System 1 1125 23,653 307 17,612 3,010 801 889 801 Totals Main Trunk Size: 12x12 in. System#1 Cooling System Summary Cooling Sensible/Latent Sensible Latent Total Tons Split Btuh Btuh Btuh Net Required: 1.719 85%/15% 17,612 3,010 20,622 Recommended: 1.906 77%/23% 17,612 5,261 22,873 System#1 Equipment Data Heating System Cooling System Thursday,October 24,2002 CITY OF ATLANTIC BEACH TREE REMOVAL APPLICATION All applications must be submitted with seven (7) copies and received by 5 PM on the Friday ten ,(10) days prior to the scheduled meeting in order to be placed on the agenda. *INCOMPLETE APPLICATIONS OR INACCURATELY MARKED SITES WILL NOT BE PROCESSED. );'c Chi ,�(v i�/ j�9, -)SI-5 AV Z7- Z, APPLICANT NAME ADDRESS TELEPHONE ADDRESS OR LEGAL DESCRIPTION OF TREE REMOVAL SITE 3. REASON FOR PROPOSED TREE REMOVAL: 4. HAS THIS SITE BEEN TO THE TREE BOARD BEFORE? YES to; NOT SURE 5. PROPERTY ZONING: RESIDENTIAL COMMERCIAL p 6. LIST TREES PROPOSED FOR REMOVAL: SPECIES DIAMETER MITIGATION OFFICE USE ONLY INT.. EXT. /�/A-)6�' 1 -7 7iv *Diameter at Breast Height(D:B.H.)is measured at 4.5 feet above grade. To accurately determine diameter,measure the trunk circumference and divide by 3.14. Diameter of multi-trunked trees is determined by adding together the diameter of each trunk as measured immediately above the forks. ** See attached diagram for determination of interior and exterior zones. 7. SITE PLAN/TREE SURVEY indicating; a) Location of topography features such as hills and low areas. b) Existing and proposed structures. c) Location of all trees with Diameter at Breast Height of six inches or more. " d) Tree species and sizes. e) Trees to be removed should be clearly marked with an "X". f). Trees to be preserved on-site for mitigation must be marked with brackets g) Location, size and species of any proposed new replacement trees marked with a circle h) Location of utilities and easements as applicable. I) Location of trees to be preserved on-site with barricading noted. 8. ON-SITE REQUIREMENTS: . a) All trees identified for.removal MUST be marked on-site by RED flagging, paint or tape. b) All trees to be preserved on-site for mitigation MUST be marked with k3LUE flagging,paint or tape. c) The front property comers must be-marked by stakes or paint indicating the Lot 9. INCOMPLETE APPLICATIONS OI,.INIACCURATELY MARKED SITES WILL NOT BE PROCESSED. I HEREBY AGREE TO COMPLY WITH ALL PROVISIONS OF CHAPTER 23, ARTICLE 12, TREE PROTECTION, AND ALL OTHER APPLICABLE CODES AND ORDINANCES OF THE CODE OF0 CES OF ATLANTIC BEACH. .Applicant's Signaxure . Date /0//A Owner'sSign Date CITY USE ONLY: Tree'Conservation Board Chairperson Date Job russ russ ype ty y Model. 3 BORM Hip A434091 CJ01 ROOF TRUSS 8 1 (optional) Builders FirstSource,Jacksonville, FL., MiTeklndu4tr2G51, n s ct 17 ZQC1 mileKn ustnes Inc. WedJan age -2-0-0 1-0-0 2.0-0 Shale 4.00 12 B 2x4 = D A cco 1.0-0 1-0-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.31 Vert(LL) -0.00 B >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.01 Vert(TL) 0.08 A-B >319 BCLL 10.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 C n/a BCDL 5.0 Code FBC2001 (Matrix) 1st LC LL Min 1/defl = 240 Weight: 6 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.21) TOP CHORD Sheathed or 1-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (Ib/size) C=-95/Mechanical, 8=274/0-3.8, D=14/Mechanical Max Hoz B=99(load case 2) Max UpliftC=-95(load case 1), 8=-477(load case 2) Max Grav C=216(load case 4), B=274(load case 1), D=14(load case 1) FORCES (lb) First Load Case Only TOP CHORD A-B=34, B-C=-51 BOT CHORD B-D=0 NOTES 1)This truss has been designed for the wind loads generated by 120 mph winds at 13 ft above ground level , using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category 11, condition II partially enclosed building, with exposure C ASCE 7-98 per FBC2001 If end verticals or cantilevers exist, they are not exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.60, and the plate grip increase is 1.60 a� l► rtrr/�r 2) Provide nd mechanical b upon attiont(by others)of truss to bearing plate capable of withstanding 95 Ib uplift at ��AN orotc C /w Ae LOAD CASE(S) Standard TEOF January 22 Job russ russe YP Qty BIJAX Model: ip CJ03 ROOF TRUSS g 1 A4340i (o tional ulens irst ounce, ac sonvie, , i e nut n s ct e Industries,- nc. Wed Jan age -2.0-0 3-0-0 2-0-0 3-0-0 Sae = 1: 4.00 FT2 17 B 2x4 = D A 000 3-0-0 3-0.0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) Udefl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.33 Vert(LL) -0.00 B-D >999 M1120 249/19 TCOL 7.0 Lumber Increase 1.25 BC 0.05 Vert(TL) 0.14 A-B >191 BCLL 10.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 C n/a BCDL 5.0 Code FBC2001 (Matrix) 1st LC LL Min I/deft = 240 Weight: 12 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.20 TOP CHORD Sheathed or 3-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (Ib/size) C=29/Mechanical, B=282/0-3.8, D=42/Mechanical Max Horz B=149(load case 2) Max UpliftC=-1 24(load case 5), B=-377(load case 2) FORCES (lb) -First Load Case Only TOP CHORD A-B=34, B-C=-41 BOT CHORD B-D=0 NOTES 1)This truss has been designed for the wind loads generated by 120 mph winds at 13 It above ground level , using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category 11, condition 11 partially enclosed building, with exposure C ASCE 7-98 per FBC2001 If end verticals or cantilevers exist, they are not exposed to wind, if porches exist, they are not exposed to wind. The lumber DOL increase is 1.60, and the plate grip increase is 1.60 2)Provide mechanical connection (by others)of truss to bearing plate capable of withstanding 124 Ib upliftp ►hrruupq at joint C and 377 Ib uplift at joint B. `O XN A. LOAD CASE(S) Standard AAl In"G(f ' ► SATE 0 �f�r�'�ttalulz}4 January t Job russ russ i ype Qty ly H o e: 3 BORM Hip A434093 CJ05 ROOF TRUSS 8 1 ( onal Builders Irst ource, Jacksonville, e n t n SOct e n Ust(o tinC. Wed Jan age 200 500 2-0-0 5-0-0 Scale = 1:1 C 4.00(TF om B A D 2x4 = om 500 5.0-0 LOADING (psf) SPACING 2.0-0 CSI DEFL in (loc) 1/den PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.34 Vert(LL) -0.03 B-D >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.14 Vert(TL) 0.14 A-B >182 BCLL 10.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 C n/a BCDL 5.0 Code FBC2001 (Matrix) 1st LC LL Min 1/deft = 240 Weight: 19 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 5-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0.0 oc bracing. REACTIONS (Ib/size) C=102/Mechanical, B=347/0.3-8, D=72/Mechanical Max Horz B=200(load case 2) Max UpliftC=-236(load case 5), B=-386(load case 2) FORCES (lb) -First Load Case Only TOP CHORD A-B=34, B-C=25 BOT CHORD B-D=0 NOTES 1)This truss has been designed for the wind loads generated by 120 mph winds at 13 ft above ground level using 5.0 psf top chard dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category II, condition II partially enclosed building, with exposure C ASCE 7.98 per FBC2001 If end verticals or cantilevers exist, they are not exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.60, and the plate grip increase is 1.60 2) mechanical connection eft at joint others )of truss to bearing plate capable of withstanding 236 lb uplift at joint C and �ttctul t�r�#rtfjlt :�'`L�10fit" P LOAD CASE(S) Standard * X"31 a # ��r�tE�dtf#i�l�Cfit�bf January 22 Job- russ russ ype ty y o e: 3 BURM Hip A434094 CJ07 ROOF TRUSS 7 1 (o tional) -guilders first ource, Jacksonville, a nut n sOct e Industries, nc. Wed Jan age_ 200 700 2-0.0 7-0-0 Scale = 6:1 1 2x4�11 . C 4.00 12 01 B Li A F E 4x4 = 2x4 11 5-1-12 --� -- -7-0-0 5-1-12 1-10-4 LOADING (psf) SPACING 2-0-0 CS1 DEFL in (loc) I/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.34 Vert(LL) 0.20 B-F >410 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.33 Vert(TL) -0.19 B-F >428 BCLL 10.0 Rep Stress Incr YES WB 0.06 Horz(TL) -0.00 D n/a BCDL 5.0 Code FBC2001 (Matrix) 1st LC LL Min I/deft = 240 Weight: 27 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD 2 X 4 SYP No-2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (Ib/size) D=137/Mechanical, B=423/0-3-8, E=129/Mechanical Max Horz B=294(load case 2) Max UpliftD=-124(load case 3), B=-491(load case 2), E=-131(load case 2) FORCES (lb) - First Load Case Only TOP CHORD A-B=34, B-C=17, C-D=40 BOT CHORD B-F=0, E-F=0 WEBS C-F=-37 NOTES 1) This truss has been designed for the wind loads generated by 120 mph winds at 13 ft above ground level , using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category 11, condition II partially enclosed building, with exposure C ASCE 7-98 per FBC2001 If end verticals or cantilevers exist, they are not exposed to wind. If porches exist, they are not exposed R;ttNttuUrtr�ll to wind. The lumber DOL increase is 1.60, and the plate grip increase is 1.60 �ti 1 A. Ir7141i 2) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 124 Ib uplift TZC Ar/r at joint D, 491 Ib uplift at joint B and 131 Ib uplift at joint E. LOAD CASE(S) Standard S rktEt7� � '7,tp rrj fiy401��,c'+J� January 22,2003 Job russ russ Type ty Ply ABIJAX Model: ip A434095 CJ07A ROOF TRUSS 1 1 (o tional) Builders first ource, ac sones e, MiTek nut n sOct i e n ustnes, nc. Wed Jan age . _ -2-0-0 7-0.0 2-0-0 7-0-0 Scale = 6:1 1 2x4 11 C 4.00 FiT B A E x4 = 11 5-1-12 7.0-0 5-1-12 1.10-4 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) 1/deft PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.33 Vert(LL) -0.02 B-F >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.12 Vert(TL) 0.07 A-B >387 BCLL 10.0 Rep Stress Incr YES WB 0.10 Horz(TL) -0.00 D n/a BCDL 5.0 Code FBC2001 (Matrix) 1 st LC LL Min I/deft = 240 Weight: 271b LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (Ib/size) D-3/Mechanical, B=324/0-3-8, E=-13/Mechanical, F=376/0-3-B Max Horz B=294(load case 2) Max UpliftD=-15(load case 5), B=-405(load case 4), E=-13(load case 1), F=-335(load case 2) Max Grav D=24(load case 4), B=324(load case 1), F=376(load case 1) FORCES (lb) -First Load Case Only TOP CHORD A-B=34, B-C=41, C-D=-30 BOT CHORD B-F=0, E-F=0 WEBS C-F=-219 NOTES 1)This truss has been designed for the wind loads generated by 120 mph winds at 13 ft above ground level , using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an Mend verticals category canitileverrstion 11 exist,they areenclosed not exposedtobuilding,wind. If with exposure porches exist, they arE 7-98 e not exposer ed ,�� . CE A. to wind. The lumber DOL increase is 1.60, and the plate grip increase is 1.60 O�� 2) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 15 lb uplift at At joint D, 405 Ib uplift at joint B, 13 Ib uplift at joint E and 335 lb uplift at joint F. Il 0 . LOAD CASE(S) Standard — fi ATc OF January 2; Job---- russ russType- ty yIJAX Model: 3 BURM Hip EJ09 ROOF TRUSS 9 1 A434091 (optional) Builders irst ource, ac sonvi e, FL., Mi-re-kTn-d-u4t--99K-Tn--&IZT-s-70-c-t-Moo1MiTek n ustries, Inc. Wed Jan age -2-0-0 5-7.12 9-0-0 2-0-0 5-1-12 3-10-4 Scale =d; 4.00 FTT 2x4 ,m C B 0 A F X8 3x4 aro 9-0-0 9.0-0 LOADING (psf) SPACING 2-0-0 CS1 DEFL in (loc) I/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.33 Vert(LL) -0.19 B-F >545 M1120 249/1! TCDL 7.0 Lumber Increase 1.25 BC 0.41 Vert(TL) -0.29 B-F >365 BCLL 10.0 Rep Stress Incr YES WB 0.14 Horz(TL) -0.01 E n/a BCDL 5.0 Code FBC2001 (Matrix) 1st LC LL Min I/defy= 240 Weight: 37 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 9-0-4 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (Ib/size) D=68/Mechanical, B=501/0-3-8, E=286/Mechanical Max Horz B=345(load case 2) Max UpliftD=-1 59(load case 5), B=-540(load case 2), E=-207(load case 3) FORCES (ib) - First Load Case Only TOP CHORD A-B=34, B-C=-424, C-D=-44 BOT CHORD B-F=380, E-F=0 WEBS C-F=-421 NOTES 1) This truss has been designed for the wind loads generated by 120 mph winds at 13 ft above ground level , using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category II, condition II partially enclosed building, with exposure C ASCE 7-98 per FBC2001 If end verticals or cantilevers exist, they are not exposed to wind. If porches exist, they are not exposed �( 41turtri to wind. The lumber DOL increase is 1.60, and the plate grip increase is 1.60 ��, E A. 2) Provide mechanical connection (by others)of truss to bearing plate capable of withstanding 159 Ib uplift at joint D, 540 ib uplift at joint B and 207 ib uplift at joint E. C1r LOAD CASE(S) Standard ~' S TEd r rpt ED January ; Job russ russ ypety ly o el: )p EJ09A ROOF TRUSSA43409, l 1 o tional) builders First ource, Jacksonville, i e nut n s ct i ek n ustnes, nc. a an age -2-0-0 5-1.12 9-0-0 2-0-0 5.1.12 3-10-4 Scale = �1 4.00 12 2x4 11 C B 0 A E xa u a:o 5.1-12 9-0-0 5-1-12 3-10-4 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) i/den PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.33 Vert(LL) -0.01 B-F >999 M1120 249/1£ TCDL 7.0 Lumber Increase 1.25 BC 0.10 Vert(TL) 0.07 A-B >359 BCLL 10.0 Rep Stress Incr YES WB 0.11 Horz(TL) -0.00 D n/a BCDL 5.0 Code FBC2001 (Matrix) 1st LC LL Min I/deft = 240 Weight: 331b LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (Ib/size) D=73/Mechanical, B=319/0-3-8, E=39/Mechanical, F-425/0-3-8 Max Horz B=345(load case 2) Max UpliftD=-151(load case 5), B=-387(load case 4), F=-401(load case 3) FORCES (lb) - First Load Case Only TOP CHORD A-B=34, B-C=46, C-D=-42 BOT CHORD B-F=O, E-F=O WEBS C-F=-271 NOTES 1)This truss has been designed for the wind loads generated by 120 mph winds at 13 ft above ground level , using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category II, condition II partially enclosed building, with exposure C ASCE 7-98 per FBC2001 If end verticals or cantilevers exist, they are not exposed to wind. If porches exist, they are not exposed sj%>�linrn✓rlt�rr to wind. The lumber DOL increase is 1.60, and the plate grip increase is 1.60 �t��X� 2) Provide mechanical connection (by others)of truss to bearing plate capable of withstanding 151 Ib uplift �� 1 1 A. at joint D, 387 Ib uplift at joint B and 401 Ib uplift at joint F. w AJul LOAD CASE(S) Standard Xr �t 5 .ATE Of 1 ' 0tV E '��l�u:�ttti�utt January 2 Job russ russ ype ty yABIJAX Model: TRMWFIp�— J38706 HJ09 ROOF TRUSS 3 1 A434098 (optional) Builders Firstt5ource, Jacksonville, FL., MiTeknut n s Oct 17 20C I MiTekIndustries, Inc. Wed Jan 22age. -2.9-15 7-3-5 9-0-0 12-8-12 2-9-15 7-3-5 1-8-11 3-8-12 Scale = 1:26.5 E 2.83 n-F 3x4 3x4 D C u� B 6A 777 3x6 — H G F 2x4 II 3x4 = 4x6 Simpson SUR/1-26 0-Q-1 7-3-5 i 9.0-0 12-8-12 0.0-1 7-3-4 1-8-11 3-8-12 Plate Offsets [13:0-4-15.0-0-131 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.72 Vert(LL) 0.08 H >999 M1120 249/190 _. TCDL 7.0 Lumber Increase 1.25 BC 0.32 Vert(TL) 0.22 A-B >170 BCLL 10.0 Rep Stress Incr NO WB 0.42 Horz(TL) -0.02 E n/a BCDL 5.0 Code. FBC2001 (Matrix) 1 st LC LL Min I/deft = 240 Weight: 67 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 4-9-9 oc purlins. BOT CHORD 2 X 6 SYP No.1 D BOT CHORD Rigid ceiling directly applied or 6-7-5 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) E-246/Mechanical, B=741/0-4-15, F=851/Mechanical Max Horz B=547(load case 2) Max Uplift E=-455(load case 3), B=-805(load case 2), F=-675(load case 2) FORCES (lb) - First Load Case Only TOP CHORD A-B=38, B-C=-1649, C-D=-1220, D-E=42 BOT CHORD B-H=1577, G-H=1577, F-G=1166 WEBS C-H=166, C-G=-571, D-G=592, D-F=-1361 NOTES 1) This truss has been designed for the wind loads generated by 120 mph winds at 13 ft above ground level , using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category 11, condition 11 partially enclosed building, with exposure C ASCE 7-98 per FBC2001If end ��tiwiu�+�aj+�� to wind. The lumber DOLrticals or encrease isrs exist, h1y50eand thnot eosed lateto'wincrease�s 1.60 rches exist, they are not exposed �,��s `B 2) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 455 Ib uplift IF I 1� at joint E, 805 lb uplift at joint B and 675 Ib uplift at joint F. LOAD CASEIS) Standard 1) Regular: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads(plf) + S ATz—OF Vert: A-8=-54.0 S., TrapezoVidal ert: B tls2P8fto -E=-171.8, B=-O.O-to-F=-95.5 ��+4+�t+tf3RFt11lS�ttl4tt�' January 22, Job russ I russe YP Qty Ply AE31JAX Model: ip HJ09A ROOF TRUSS 7 1 A434099 (o t builders irst ource, ac sonvi e, aNov i e n ust(ootional)nc, ed an 22 -2-9-15 7.3-5 9-0-0 12-8-12 2-9-15 7-3-5 1-8-11 3-8-12 Scale = 1:25.7 5- 2.83 2.83 FT7 3x4 3x4 4 3 Cn 2 3x6 = 8 76 3x6 II 3x4 = 4x6 = 7-3-5 9-0-0 12-8-12 7.3.5 1-8-11 3-8.12 Plate OffsetstZ:0-4-15,0-0-131 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.72 Vert(LL) -0.01 2-9 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.16 Vert(TL) 0.26 1-2 >141 BCLL 10.0 Rep Stress Incr NO WB 0.22 Horz(TL) -0.00 6 n/a BCDL 5.0 Code FBC2001 (Matrix) 1st LC LL Min 1/deft = 240 Weight: 67 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.213 TOP CHORD Sheathed or 6-0-0 oc purlins. [F BOT CHORD 2 X 6 SYP No.1 D BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (Ib/size) 5=247/Mechanical, 2=33510-4-15, 6=300/Mechanical, 9=96710-4-15 Max Horz 2=547(load case 2) Max Uplifts=-455(load case 3), 2=-471(load case 4), 6=-221(load case 5), 9=-805(load case 2) FORCES (lb)- First Load Case Only TOP CHORD 1.2=38, 2.3=82, 3-4=-304, 4-5=42 BOT CHORD 2-9=-27, 8-9=-27, 7-8=269, 6-7=0 WEBS 3-9=-712, 3-8=412, 4-8=-135, 4-7=-314 NOTES 1)This truss has been designed for the wind loads generated by 120 mph winds at 13 ft above ground level , using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an L1 !tllullHtrtt t� occupancy category 11, condition 11 partially enclosed building, with exposure C ASCE 7-98 per FBC2001 4 114 trtt t wind. The umber DOL increase iIf end verticals or cantilevers exist, s 1.60, and they are not e P grip ola e gsed to wincrease is 1.60 810 orches exist, they are not exposed atjc"e A. 2) Refer to girder(s)for truss to truss connections. 3) Provide mechanical connection (by others)of truss to bearing plate capable of withstanding 455 Ib uplift at joint 5, 471 Ib uplift at joint 2, 221 Ib uplift at joint 6 and 805 Ib uplift at joint 9. 'C LOAD CASE(S) Standard 1) Regular: Lumber Increase=1.25, Plate Increase=1.25 +ft 5 A CE OF Uniform Loads(plf) ,A Vert: 1-2=-54.0 TrapezoVidal ert: 2tl52p8fto-5=-171.8, 2=0.0-to-6=-95.5 tttl07�tt'1i��1tl� January 22 Job russ Truss Type ty ly o e: ip T01 ROOF TRUSS 2 Z A434100 (o tional) u ers first ource, Jacksonville, a ov i e n ustries, nc. ed an age -2-0-0 4-6-0 9-0-0 16-0-0 20-6-0 25-0-0 27-0-0 2-0-0 4-6.0 4-6-0 7-0-0 4-6-0 4-6-0 2-0-0 f Scale: 1/4"=1' f! i i _ 4x6 = 3x4 - 4x6 = 4.00(-i'£ 4 5 6 3x4 3x4 3 7 LO 2 8 1 9 4x10 14 13 12 11 10 4x10 = 3x6 II 8x10 - 6x8 - 8x10 3x6 II 4-6-0 1 20-6.0 25-0-0 4-6-0 16-0-0 4-6-0 Plate Offsets LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) 1/def! PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.58 Vert(LL) 0.39 11-13 >756 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.54 Vert(TL) -0.33 11-13 >885 BCLL 10.0 Rep Stress Incr NO WB 0.30 Horz(TL) -0.06 8 n/a BCDL 5.0 Code FBC2001 (Matrix) 1 st LC LL Min I/deft = 240 Weight:315 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 4-10-6 oc purlins. (P) BOT CHORD 2 X 8 SYP No.1 D BOT CHORD Rigid ceiling directly applied or 7-8-13 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (Ib/size) 2=2851/0-3-8, 8=2852/0-3-8 Max Horz 2=159(load case 4) Max Uplift2=-2830(load case 2), 8=-2831(load case 3) FORCES (lb) - First Load Case Only TOP CHORD 1-2=41, 2-3=-7606, 3-4-7751.-7751, 4-5=-7425, 5-6=-7427, 6-7=-7753, 7-8=-7609, 8-9=41 BOT CHORD 2-14=7214, 13-14=7214, 12-13=7583, 11-12=7583, 10-11=7218, 8-10=7218 WEBS 3-13=120, 4-13=1889, 5-11=-206, 6-11=1888, 7-11=118, 3.14=-403, 7-10=-405, 5-13=-208 NOTES 1)This truss has been checked for unbalanced loading conditions. OtitttIrltUttJfr#qrt 2)This truss has been designed for the wind loads generated by 120 mph winds at 13 ft above ground level as C� A. rri� using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an `�� e�„i Vol occupancy category II, condition 11 partially enclosed building, with exposure C ASCE 7-98 per FBC2001 If end verticals or cantilevers exist,they are not exposed to wind. If porches exist, they are not exposed �p �Ky to wind. The lumber DOL increase is 1.60, and the plate grip increase is 1.60 3) Provide adequate drainage to prevent water ponding. 4)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 2830 Ib uplift * a at joint 2 and 2831 lb uplift at joint 8. ". 5) 2-ply truss to be connected together with 0.131"x3" Nails as follows: S ATE E O>~ c� Top chords connected as follows 2 X 4 - 1 row at 0-9-0 oc. �I Bottom chords connected as follows: 2 X 8- 2 rows at 0-9-0 oc. �, OR Webs connected as follows: 2 X 4 - 1 row at 0-9-0 oc. �rrsr�rrrir�nx�as�s�}4ti��s January 22,2003 LOAD CASE(S) 1) Regular: Lumber Increase=1.25, Plate Increase=1.25 Continued on page 2 t Job russ truss ype ty y o e iP A434100 T01 ROOF TRUSS 2 (o tional) ui ers FirstSource, Jacksonville, a ov i e n ustnes, Inc. a an age _ LOAD CASE(S) Uniform Loads (plf) Vert: 1-4=-54.0, 4-6=-88-0. 6-9=-54,0, 2.13=-30.0, 11-13= 173.0, B-11=-30.0 Concentrated Loads (lb) Vert: 4=-246.0 6=-246.0 13=-851.0 11 =-851.0 2)Wind Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=99.5, 2-4-91.4, 4-6=124.3, 6-8=66.6, 8-9=32.1, 2-13=-10.0, 11-13=128.6, 8-11=-10.0 Horz: 1-2--109,5, 2.4=-101.4, 6-8=76.6, 8-9=42.1 Drag: 4-5=-0.1, 5-6=0.1 Concentrated Loads(lb) Vert: 4=238.4 6=238.4 13=824.6 11=824.6 3)Wind Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=32.1, 2-4=66.6, 4-6=124.3, 6-8=91.4, 8-9=99.5, 2-13=-10.0, 11-13=128.6, 8-11=-10.0 Horz: 1-2=-42.1, 2-4=-76.6, 6-8=101.4, 8-9=109.5 Drag: 4-5=-0.1, 5-6=0.1 Concentrated Loads(lb) Vert: 4=238.4 6=238.4 13=824.6 11=824.6 4) 1st Wind Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pif) Vert: 1-2=99.5, 2-4=91.4, 4-6=124.3, 6-8=57.6, 8-9=23.2, 2-13=-10,0, 11-13=128.6, 8-11=-10.0 Horz: 1-2=-109.5, 2-4=-101.4, 6-8=67.6, 8-9=33.2 Drag: 4-5=-0.1, 5-6=0.1 Concentrated Loads (lb) Vert: 4=238.4 6=238.4 13=824.6 11=824,6 5) 2nd Wind Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pin Vert: 1-2=23.2, 2.4=57.6, 4-6=90.5, 6-8=91.4, 8-9=99.5, 2-13=-10.0, 11-13=128.6, 8-11=-10.0 Horz: 1-2=-33.2, 2-4=-67.6, 6-8=101,4, 8.9=109.5 Drag: 4-5=-0.1, 5-6=0.1 Concentrated Loads (lb) Vert: 4=238.4 6=238.4 13=824.6 11=824.6 6) 1 st unbalanced Regular: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pif) Vert: 1-4=-54.0, 4-6=-88.0, 6-9=-14.0, 2-13=-30.0, 11-13=-173.0, 8-11=-30.0 Concentrated Loads(Ib) Vert: 4=-246.0 6=-246.0 13=-851.0 11 =-851.0 7) 2nd unbalanced Regular: Lumber Increase=1.2 5, Plate Increase=1.25 Uniform Loads(pit) Vert: 1-4=-14.0, 4-6=-88.0, 6-9=-54.0, 2-13=-30.0, 11-13=-173.0, 8-11=-30.0 Concentrated Loads(Ib) Vert: 4=-246.0 6=-246.0 13=-851.0 11=-851.0 Job russ I russ i ype ty yHABUAX Model: 3 BDRM Hip A434101 T02 ROOF TRUSS 2 1 (optional) -Buiiders FirstouFc—eTjacksofiville, FL., MiTeknut n s UEt 17 Z001 MiTekIndustries, Inc. Wed Jan age r-2-0-0 5-6-0 11_-0-0__ _ 14-0-0 19-6-0 25-0-0 27-0-0� 2-0-0 5-6-0 5-6-0 3-0-0 5-6-0 5-6-0 2-0-0 Scale = 1:49.3 5x6 4x10 = 4.00 FT2-- D E 3x4 ; 3x4 C F LO n B G in ;>A HIca d o 3x6 c M L K J I 3x6 = 2x4 If 3x4 = 3x4 = 2x4 11 4x10 = 5-6-0 19-6-0 25-0-0 5-6-0 14-0-0 5-6-0 Plate offsets LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/def) PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.52 Vert(LL) 0.25 L-M >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.49 Vert(TL) -0.25 I-J >999 BCLL 10.0 Rep Stress Incr YES WS 0.42 Horz(TL) -0.08 G n/a BCDL 5.0 Code FBC2001 (Matrix) 1 st LC LL Min I/defl = 240 Weight: 120 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.20 TOP CHORD Sheathed or 3-11-14 oc purlins. 80T CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 4-6-12 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (Ib/size) B=1156/0-3-8, G=1156/0-3-8 Max Horz B=175(load case 4) Max UpliftB=-1 165(load case 2), G=-1165(load case 3) FORCES (lb) - First Load Case Only TOP CHORD A-B=34, B-C=-2531, C-D=-1844, D-E=-1717, E-F=-1842, F-G=-2532, G-H=34 BOT CHORD B-M=2347, L-M=2347, K-L=1715, J-K=1715, I-J=2347, GI=2347 WEBS C-L=-677, D-L=340, E-J=340, F-J=-680, C-M=162, F-1=163, E-L=3 NOTES 1)This truss has been checked for unbalanced loading conditions. 2)This truss has been designed for the wind loads generated by 120 mph winds at 13 ft above ground level occupancycategory t cll�cond'ton lrd dead a partand ially Oen enclosed buildinsf bottom g, dead withexad, inosure C ASCE 7 98able end roof zone on er FBC2001 n � � C, slt4Aui�rjrZ"�4, P Y P Y g P p ;j! Zl �r If end verticals or cantilevers exist, they are not exposed to wind. If porches exist, they are not exposed za �� to wind. The lumber DOL increase is 1.60, and the plate grip increase is 1.60 ` 'G1F1 I,' V, 3) Provide adequate drainage to prevent water ponding. 4) Provide mechanical connection (by others)of truss to bearing plate capable of withstanding 1165 ib uplift IC' `^ at joint B and 1165 Ib uplift at joint G. S TEa LOAD CASE(S) Standard la January 22,2003 -Job russ 1russ lype ty y IJAX Model: 3 BURM Hip T03 ROOF TRUSS 12 1 A434102 (optional) TOFFers FirstSource, Jacksonville, FL., Mi I ek Indu4trdQA InSR1s Oct 17 2001 MiTekIndustries, Inc. Wed Jan age_ -2-0.0 6-6-14 12-6-0 18-5-2 25-0-0 27-0-0 2-0-0 6-6-14 5-11-2 5-11-2 6-6-14 2-0-0 Scale: 1/4"=1' 5x6 - D 4.00 1 L 2x4 2x4 LC C E `n B F L ': A 141 G j ; o d 3x6 = J I H 3x6 = 3x4 = 3x4 = 3x4 = i 8-6-9 16-5-7 i 25.0-0 8-6-9 7-10-13 8-6.9 LOADING (psf) SPACING 2.0-0 CSI DEFL in (loc) I/deft PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.58 Vert(LL) 0.24 HJ >999 M1120 249/190 TCOL 7.0 Lumber Increase 1.25 BC 0.58 Vert(TL) -0.29 B-J >999 BCLL 10.0 Rep Stress Incr YES WB 0.32 Horz(TL) -0.07 F n/a BCDL 5.0 Code FBC2001 (Matrix) 1 st LC LL Min I/deft = 240 Weight: 108 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.21) TOP CHORD Sheathed or 3-11-11 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 4-8-2 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (Ib/size) B=1156/0-3-8, F=1156/0-3-8 Max Horz B=192(load case 4) Max UpliftB=-1145(load case 2), F=-1145(load case 3) FORCES (lb) - First Load Case Only TOP CHORD A-13=34, B-C=-2408, C-D=-2152, D-E=-2152, E-F=-2408, F-G=34 BOT CHORD B-J=2229, I-J=1518, H-1=1518, F-H=2229 WEBS C-J=-343, D-J=691, D-H=691, E-H=-343 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 120 mph winds at 13 ft above ground level , using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category II, condition II partially enclosed building, with exposure C ASCE 7-98 per FBC2001 1�ti1�t1tttltNn)tr{iJlhllli If end verticals or cantilevers exist, they are not exposed to wind. If porches exist, they are not exposed �f� to wind. The lumber DOL increase is 1.60, and the plate grip increase is 1.60 �*� � A' Pr,, 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1145 Ib uplift IFF A� i atjoint B and 1145 Ib uplift at joint F. LOAD CASE(S) Standard �r 7ir y y 5 AT'E OF 4. ,46 fi�N1 f t;J�{114�d1:314�t1 January 22,2003