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Permits 1105 Cornell Ln PERMIT WORKSHEET JOB ADDRESS I t(? CSC P"r1e.I LCc�l P TYPE WORK l PROPERTY OWNETELEPHONE_ 1 � d CONTRACTORc 8c= fr k ��rt Lai , t TELEPHONE PERMIT NUMBER--C,6 - 07 S '7 DATE ISSUED INSPECTIONS: FOOTING SLAB B ' tq•03 TIE BEAM LINTEL NAILING/SHEATHING -10.03 , 9-)103 FRAMING/COVER UP tQ,k,,Q -2i INSULATION FINAL BUILDING l I CERTIFICATE OF OCCU ANCY I l e TREE PERMIT ISSUED? PE MIT NUMBER ELECTRICAL PERMIT NUMBER 03- ZS57C) DATE COPY SENT TO JEA 'I 2Z—Q:: TEMPORARY POLE PERMIT NUMBER DATE COPY SENT TO JEA TEMPORARY POWER LETTER RECEIVED? YES NO INSPECTIONS: ROUGH ELECTRIC RELEASED TO JEA — A ,.�� TEMP. POWER RELEASED TO JEA i j-c'ta 3 A✓ TEMP. POLE RELEASED TO JEA FINAL MECHANICAL PERMIT NUMBER 03 - en2&S' V 19•Ili 03 INSPECTIONS: ROUGH iv 4-o.'� FINAL —Z,/ PLUMBING PERMIT NUMBER p3— 2f5 57© INSPECTIONS: ROUGHIUNDERSLAB 8')S 1.2) TOPOUT lV .t •03 WATERISEWER FINAL—1. 1 11 Zi 163 DRAINAGE INSPECTION POOL PERMIT NUMBER INSPECTIONS: STEEL FINAL ROOFING PERMIT NUMBER INSPECTIONS: NAILINGISHEATHING FINAL FAILED INSPECTIONS: DATE PD. DATE PD. CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH FL 32233 C E R T I F I C A T E O F O C C U P A N C Y P E R M A N E N T Issue Date . . . . . . 11/21/03 Parcel Number . . . . . - - Property Address . . . 1105 CORNELL LN ATLANTIC BEACH FL 32233 Subdivision Name . . . Legal Description . . . Property Zoning . . . . TO BE UPDATED Owner . . . . . . . . . Contractor . . . . . . BEACHES HABITAT 904 241-1222 Application number 03-00025570 000 000 Description of Work SINGLE FAMILY RESIDENCE Construction type . . . Occupancy type . . . . Flood Zone Approved . . . . . . . Building Official VOID UNLESS SIGNED BY BUILDING OFFICIAL CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FLORIDA 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 03-00025570 Date 3/18/03 Property Address . . . . . . 1105 CORNELL LN Tenant nbr, name . . . . . . NEW SFR 1100RAD, 1100SCHG Application description . . . SINGLE FAMILY RESIDENCE Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 52800 Owner Contractor ------------------------ ------------------------ BEACHES HABITAT P.O. BOX 50939 JAX BEACH FL 32240 (904) 241-1222 ---------------------------------------------------------------------------- Permit . . . . . . BUILDING PERMIT Additional desc . . Permit Fee . . . . . 00 Plan Check Fee . 00 Issue Date . . . . 3/18/03 Valuation . . . . 52800 ---------------------------------------------------------------------------- Other Fees . . . . . . . . . CITY RADON SURCHARGE .27 CAPITAL IMPROVEMENT 325 . 00 ST CONSTRUCTION SURCHARGE 4 . 95 AB CONSTRUCTION SURCHARGE . 55 STATE RADON SURCHARGE 5 .22 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 2035 . 99 2035 . 99 . 00 . 00 Grand Total 2035 . 99 2035 . 99 . 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 CH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. BUILDING OFFICIAL Building, Planning & Zoning Inspection CITY OF ATLANTIC BEACH Department CERTIFICATE OF OCCUPANCY WORKSHEET Date Requested: 12-1 1 Contractor Name: � '�� - u- `� Permit # Property Address: � (I �—) Legal Description: Improvements to the above-described property have been completed in accordance with the terms of the permit and are certified to be ready for occupancy as: Single-Family Residence 0 Commercial ❑ Other: Lowest Floor Elevation: 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. C75 � l�)_ Building Dept. 2 . O . 0 - (p • OS Final Survey with FFE ❑ Yes ❑ No All Re-Inspect Fees Paid 12 Yes ❑ No FLOODPLAIN DEVELOPMENT INFORMATION Location:: 1 105 r06N ! PV Type of Development: i 2 Fa,^,l Re's '1,L)Ca- Flood Zone: x Required Lowest Floor Elevation: If building is located within a flood hazard zone, a survey must be made AFTER THE SLAB HAS BEEN POURED, certifying that the LOWEST FLOOR ELEVATION is equal to or above the base flood elevation established for that zone. ' No final inspection will be made and no certificate of occupancy will be issued until the survey is on file with the Building Department. COMMENTS: Applicant 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 d velopment. / Date O/7- � D1iApphcant's Signature / G Department Use: Required Lowest Floor Elevation As Built Lowest Floor Elevation Survey Filed with Building Department Building Department Representative CMA ELECTRICAL CONT. OF FLA. 4629 MONCRIEF RD. WEST. JACKSONVILLE, FLORIDA 32209 NOVEMBER 7,2003 TO: CITY OF ATLANTIC BEACH RE: EARLY POWER. TO WHOM IT MAY CONCERN; We request early power at 1105 Cornell Ln. For a period of 30 day ,We assume all responsibility until a final is obtained. Sincerely, 2esL. Granger, CEO JENNIFER SCHWETER MY COMMISSION#DD 121301 ; . EXPIRES:May 27 2006 ,R` ••• Bonded Thru Notary Public Underwriters U ' EDF p11101�BEACH rjm®�]11.p1NG OFFIC I "I (U ' CITY OF ATLANTIC BEACH z 800 SEMINOLE ROAD ATLANTIC BEACH, FLORIDA 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 03-00025570 Date 7/22/03 Property Address . . . . . . 1105 CORNELL LN Tenant nbr, name . . . . . . NEW SFR 1100RAD, 1100SCHG Application description . . . SINGLE FAMILY RESIDENCE Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 52800 Owner Contractor ------------------------ ------------------------ BEACHES HABITAT P.O. BOX 50939 JAX BEACH FL 32240 (904) 241-1222 ---------------------------------------------------------------------------- Permit . . . . . . PLUMBING PERMIT Additional desc . . INSTALL 11 FIXTURES Permit Fee . . . . 112 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 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. BUILDING OFFICIAL CITY OF ATLANTIC BEACH APPLICATION FOR PLUMBING PERMIT JOB LOCATION: -- , OWNER OF PROPERTY:- A,6�- � / EL. `����2 2 2- PLUMBING PLUMBING CONTRACTOR: A �l CONTRACTOR'S ADDRESS: Alel4 STATE LICENSE NUMBER: L� 5 TEL.,2 }/LJZZ-Z HOW MANY OF THE FOLL03hlKG FIXTURES RE-PIPED OR6WI _SINKS SHOWERS LAVATORY _I,WATER HEATERS ^_BATH TUBS DISHWASHERS URINALS DISPOSALS CLOSETS � -WASHING MACHINE FLOOR DRAINS \ SHOWER PANS I SEWER _WATER RE-PIPE (LIST FIXTURES BEING REPIPED) OTHER TOTAL FIXTURES: X $7.00 +$35.00= MINIMUM PERMIT FEE: $35.00 7 SIGNATURE OF OWNER: U]E19 ,16 r \'7-17-0 Y 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. 1r CITY OF ATLANTIC BEACH 800 SENIINOLE ROAD ATLANTIC BEACH, FLORIDA 32233 n INSPECTION PHONE LINE 247-5826 Application Number . . . . . 03-00025570 Date 9/16/03 Property Address . . . . . . 1105 CORNELL LN Tenant nbr, name . . . . . . NEW SFR 1100RAD, 1100SCHG Application description . . . SINGLE FAMILY RESIDENCE Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 52800 Owner Contractor -------------------- ---- ---- --------------- ----- BEACHES HABITAT P.O. BOX 50939 JAX BEACH FL 32240 (9 04) 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 SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. BUILDING OFFICIAL BUILDING AND ZONING NSPECTION DIVISION CM OF ATLANTIC BEACH ATLMMC/swats•MCMC^32133 A?KICATION FOR MECHANICAL PERMIT CALL-IN NUMBER L IMPCRTANT—Appiicsnt to complete ail items in sec-icns 1, !I, III, and IV. j ' �CCAiiCN $loaf Addrns: I � CF InNneeting slreent 3etrean 1 l��rS'D�l And At 1 SnA m .11 SUIL^ING sub-etvirfan 11. ICENTiFiCATiCN —TO be completed by ail applicants. in Comldoetion of permil qmn for doing the .ori as detcribad in the aba.e statement w'Tuan,agree to perform said"rit in aeeordanu tih thedhe4d pone eaa soaedieations.Irish are a pert hateol and in aeeoroanee ..ith the Cay of.aeiwn.iila ordinances and etanderds I( of load.practice listed them.. Nene ai 1Aacbaniaei Con4recfen � Gnnwfar(7rintl S ( mostor Namef of hgaa i sirlmorare of Owner ar A Agee} Mahilrat ar iingiaew I 11. Qc"NR eL INFO r I Type of h«tlnq fweit IS OTHER XSrWCTIOH 9EIN HE OM 'c THIS 3UILZING OR SITE? Q hes— V C Nahraf CwMI Utility Q C3 IF YES, 7tVE NUMBER OF CONSTAUCOM PEAMIT Q Ofher—SWcify IV. 1118C3HANliCAL SQUIIMIKT-0 31 114STAU M NNA/NAE OF WORK !Flo de cempista list of compenaers as beef of fh✓ia form CJ Residentlai or C: COmmerctai vOut Q space = RatenN Ir Gnttel Q %W G 4ew Building L �l' a it. Existing Building zr-' a System= Matwiel= TAlckae -�= C Nemacament of existing system M«imsm aleeih C> Q New installation(No system previoualy Instatied) Q Reirigerrriee G Extension or add-on to existing system Q Castling 1-- Gpatlty 940+11- C Other—3otetnty Q Atm epieNersr Neteslsee ai beed� ❑ hbelltt Q Esnlater InestberJ THIS SPACS Pott 0X4=I3SE ONLY Q.Ca.eile.prof- ;Iwtub.l (Ila.d.ed� Q..ta-+� I�1 Setfsates Q Lar ars+ -�-� inwniw) Q JafL+si prerwe waw Parretti Appeeed Q leifre . Q OMar—'Spraify lerrmt t:.� . L=ALL EQUIPMENT AM C0N=OMNG AND REFRMG8RATION EQUIIIISO fT yds .M=berVnita Dese:lpUM X*"Nmtbw mmulsatuw catacitY Aj - 14 4 0 TA Z #-- HEATLNG-FURNACES. 30MZ=Fi[ EEs ACEs CV� AJs�f�pae�l� Nltmber units Drtatpties ICO"2ttsssbw ][aaulaoemv I MN v TANTS Bm X"T xoQm.3 H� zyy.Ikttta xtattaa a tri DHm tames costals" Icauu atmv No. j!y%Ltlfv� CITY OF ATLANTIC BEACH -^' J 800 SEMINOLE ROAD ATLANTIC BEACH, FLORIDA 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 03-00025570 Date 7/22/03 Property Address . . . . . . 1105 CORNELL LN Tenant nbr, name . . . . . . NEW SFR 1100RAD, 1100SCHG Application description . . . SINGLE FAMILY RESIDENCE Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 52800 Owner Contractor ------------------------ ------------------------ BEACHES HABITAT P.O. BOX 50939 JAX BEACH FL 32240 (904) 241-1222 ---------------------------------------------------------------------------- Permit . . . . . . ELECTRICAL PERMIT Additional desc . . NEW 150AMP 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 F 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 jp 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: `7 �/ 7 20 03 IMPORTANT NOTICE: �-• IN CONSIDERATION OF PERMIT GIVEN FOR DOING THE WORK AS DESCRIBTHE F LLOWING,WE HEREBY AGREE TO PERFORM SAID WORK IN ACCORDANCE WITH THECHED PL SPECIFIC WHICH ARE A PART HEREOF, C O CE TH ECTRICAL REGNS,C SAND IT TIC OF AT TIC B CH ORDINANCES. 411 ELECTRICAL FIRM: EL AN SIGNATURE: / OWNERS NAME: iDDRESS: LvE�/Y_P RFD BOX_ BLDG. SIZE__ //D B TWEEN: RES.(fi 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 0.30AMPS 3 1.100 AMPS SWITCHES INCANDESCENT FLOURESCENT&M.V. FIXED 0.100 AMPS. OVER APPLIANCES I I BELL TRANSF. AIR H.P.RATING H.P.RATING I CEIL. KW-HEAT CONDITIONING COMP.MOTOR OTHER MOTORS AMPS HEAT 0-1 OVER MOTORS H.P.. VOLTAGE PHS NO. 1 H.P. VOLTAGE PHS MISCELLANEOUS UNDER 600V OVER 600V TRANSFOZS: NO. IKVA NO. IKVA NO.NEON SF. NO I VA I MA I MOTOR SIZE I SWITCH FLASHERS EACH SIGN CITY OF ATLANTIC BEACH PERMIT CALCULATION SHEET Date: Address � tz — L r— ` Heated S�q:uareootage @$_ I --Per'sq ft= $ �2 � U $ per sgft= $ Garage/Shed @ Carport/Porch @$ per sq ft= $ Deck @$ per sq ft= $ Patio @$ per sq ft= $ TOTAL VALUATION: Total Valuation i sc $ $ Remaining Value $ •perthousand or portion thereof CONSTRUCTION TYPE: Y.Jee TOTAL BUILDING FEE $ ZONING: Ito —t + Y2 Filing Fee $ FLOOD ZONE: ( )Fni Viaces @$35.00 $ © •--- IMPERVIOUS SURFACE: -6'070 BUILDING PERMIT FEE $ l " WATER IMPACT FEE $ SEWER IMPACT FEE $ 12-3-0 u WATER METER/TAP $ ,F ° CAPITAL IMPROVEMENT$ ,3 2 ' SEWER TAP - t Ctfit)RADON HRS .0050 $ • S 3 ys 9-JV SECTION H PAVING( ) $ i CROSS CONNECTION $ 3.'S' • `~ ST( )SURCHARGE $ - 1 OTHER $ GRAND TOTAL DUE: $ 1/13/03 Schlueter, Jennifer From: Showman, Lisa Sent: Friday, March 14, 2003 7:35 AM To: Schlueter, Jennifer Subject: 25570 and 25571 FYI -- 1105 and 1107 Cornell Lane are approved by PW. 1 BP250I04 CITY OF ATLANTIC BEACH Application Tracking Individual Step Inquiry 10 : 33 : 01 Application number . . . . : 03 00025570 Address . . . . . . . . . . . 1105 CORNELL LN Application type . . . . . : SINGLE FAMILY RESIDENCE Revision number . . . . . . . Agency/Path/Step/Seq . . . : PUBLIC WORKS A 01 00 Date submitted . . . . . . . 2/26/03 Approval code . . . . . . . . Reviewed by . . . . . . . . . Revised est cpl date . . . . 2/26/03 Copies of plans . . . . . . . 0 -------------------------------- Comments ---------------------------------- Comment Print Date Show footprint of_house on approved, dr,aiziage plan and show 2/26/03 proposeddrainage, Q age provemezats., 2/26/03 Resubmitted on 3/4/03 . #1105 is superimposed on old plan, 3/07/03 not approved plan. 3/07/03 More. . . F3=Exit F9=Expand comuents F12=Cancel F14 Action log inq F16=In/out dsp G BP250I04 CITY OF ATLANTIC BEACH J/U //U.i Application Tracking Individual Step Inquiry 10: 33: 01 Application number . . . . : 03 00025570 Address . . . . . . . . . . . 1105 CORNELL LN Application type . . . . . : SINGLE FAMILY RESIDENCE Revision number . . . . . . . Agency/Path/Step/Seq . . . PUBLIC WORKS A 01 00 Date submitted . . . . 2/26/03 Approval code . . . . . . . . Reviewed by . . . . . . . . . Revised est cpl date . . . . 2/26/03 Copies of plans . . . . . . . 0 -------------------------------- Comments ---------------------------------- Comment Print Date Does not show all drainage easements 3/07/03 Bottom F3=Exit F9=Expand comments F12=Cancel F14 Action log inq F16=In/out dsp CITY OFATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH,FLORIDA 32233-5445 S� TELEPHONE:(904)247-5800 FAX:(904)247-5805 SUNCOM: 852-5800 tk 1,, J http://ci.atiantic-beach.fl.us r ' ° PAN REVIENY QMMENTS IL, C Permit Application # 0 3 - 0 Applicant: � ��1 C�` H ab ,4-a- , Address: ">'1 C I I �1 .3 Project: irk) Yur pplicaion is approved 11our permit application has been reviewed and the following items needjr� attention: l Please re-submit your application when these items have been completed. Reviewed by Signed Date Contractor Notified Date CITY OFATLAN'TIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH,FLORIDA 32233-5445 TELEPHONE: (904)247-5800 FAX:(904)247-5805 SUNCOM: 852-5800 http://ci.atlantic-beach.fl.us PIAN REVIEW COMMENTS Permit Application # Applicant: Address: - 10 (a0y_k_) 2 _� Project: t.J c' --- G Cx�Your application is approved o 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 I L ---- Signed Date 3/310 Zj Contractor Notified Date to V City of Atlantic Beach 800 Seminole Road -Atlantic Beach,Florida 32233-5�1145` - 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) _ c7 2.jkL� JOB ADDRESS Q C..-L�'�/�� DATE� APPLICANT �(�// rr�� ADDRESS _ _ rr*iNC.15. �� PHONE: 02// - ;�toCZ v©kMk- ��- `73Fr LEGAL DESCRIPTION: BLOCK NUMBER �9-3-7 CONTRACTOR am Q Ols OLjl� j2r STATE LICENSE NUMBER ADDRESS PHONE CITY STATE ZIP FAX DESCRIBE PROPOSED USE AND WORK TO BE DONE J/ I fWh/( 4C PRESENT USE OF LAND OR BUILDING(S) aAlt VALUATION OF PROPOSED CONSTRUCTION SOU 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 subunit 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. 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 6/18/02 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 Department 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 INF RM TION PROVIDED WITH THW APPLICATION IS CORRECT. SIGNATURE OF OWNER DATE �© Z I HEREBY CERTIFY THAT I HAVE 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. IvZeadi,4 SIGNATURE OF CONTRACTOR ADATE ADDRESS AND CONTACT INFORMATION OF PERSON TO RECEIVE ALL CORRESPONDENCE REGARDING THIS APPLICATION (PLEASE PRINT) NAME t;'11 &4[L 4 MAILING ADDRE C VC PHONE ���^ I ;(I'l FAX E-MAIL d SWORN AND SUBSCRIBED BEFORE ME THIS DAY OF STATE OF FLORIDA,COUNTY OF DUVAL NOTARY'S SIGNATURE AS TO OWNER: ❑ Personally known ❑ Produced identification Type of identification produced AS TO CONTRACTOR: ❑ Personally known ❑ Produced identification Type of identification produced 6/18/02 NEW IMPERVIOUS SURFACE REGULATIONS On January 01, 2002, the City of Atlantic Beach enacted new regulations limiting the amount of Impervious Surface that can be developed on property. Within all residential Zoning Districts, the maximum amount , of Impervious Surface area allowed is fifty percent (50%). Within all commercial and industrial Zoning Districts, the maximum amount of Impervious Surface area allowed is seventy percent (70%). The Zoning regulations define Impervious Surface as follows: Impervious Surface shall mean those surfaces that prevent the entry of water into the soil. Common Impervious Surfaces include, but are not limited to, rooftops, sidewalks, patio areas, driveways, parking Lots, and other surfaces made of concrete, asphalt, brick, plastic, or any surfacing material with a base or lining of an impervious material. Wood decking elevated two or more inches above grade shall not be considered impervious provided that the ground surface beneath the decking is not impervious. Pervious areas _ beneath roof or balcony overhangs that are subject to inundation by stormwater and which allow the percolation of that stormwater shall not be considered impervious areas. Swimming pools shall not be considered as Impervious Surfaces because of their ability to retain additional rain water, however, decking around a pool may be considered impervious depending upon materials used. Information verifying Impervious Surface must be provided prior to issuance of Building Permits whenever new construction, including building renovations or additions new driveways, decks or porches involves any increase in Impervious Surface area. �. i ETU ay strument was prepared by p Book: °02 7 7 ox 50939 Pa e• 09 '� ; nville Beach,Florida 32240 Filed & R rde 10/21/20 11:01:29 AM JIM FULLER CLERK C UIT RT D X NTY NOTICE OF COMMENCEMENT RE ST FUND # 1.04 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 iencement. Description of property:(legal descr*T tion of property and street address if vailable) �t7s" (tj,�4� C � 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 Dock#:20022972 11 Boo Contractor: 10722 Page: 2212 a. Name and Address: Filed & Recorded , -1 /� f. (=S10121/2402 11:01:29 AM JIM FULLER b. Phone Number: CLERK CIRCUIT COURT C. Fax Number:(optional, if service b fax is acceptable) DECOVAL COUNTY ( P � Y p ) RECORDING $ 5.00 TRUST FUND d 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(l) (a)7,Florida Statutes: Cg u f�'� �� -e F, P.O. Box 50939,Jacksonville Beach, FL 32240 Phone: (904)241-1222 Facsimile: (904)241-4310 ��YJ 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. tRinstrumentwas acknowledged before HABITAT F R H MANITY OF THE -dgay of , 20C2—,byJACKSONV / ES,INC. DEPARTMENT OF PUBLIC WORKS 1200 SANDPIPER LANE J� ATLANTIC BEACH,FLORIDA 32233-4318 t1 TELEPHONE:(904)247-5834 ✓' FAX:(904)247-5843 SUNCOM:852-5834 http://ci.aflantic-beach.fl.us �..r 3 PLAN REVIEW COMMENTS FROM THE PUBLIC WORKS DEPARTMENT Permit Application # 0 Applicant: Address: I 0<5 C'6 rirl(f Project: N )�'J ❑ Your application is approved as noted by the Public Works Department. Final application approval must come from the Building Department. Your permit application has been reviewed by the Public Works Department and the following items need attention: .adlf-a J-/ -.1-- 4 1 -A Z4 Z 14, Ani S 7 924WletTe,6 s Please submit these requirements to the Public Works Department, 1200 Sandpiper Lane, Atlantic Beach, FL 32233 in order that we can approve your application. If you have any questions please call (904) 247-5834. Reviewed by Robert S. Kosoy, P.E., Director of Public Works Date_ W Signature Contractor Notified Dated-!o �'3 DEPARTMENT OF PUBLIC WORKS 1200 SANDPIPER LANE ATLANTIC BEACH,FLORIDA 32233-4318�G ti I TELEPHONE:(904)247-5834 !' FAX:(904)247-5843 } SUNCOM: 852-5834 4 11 ~' http://ci.atlantic-beach.fl.us PLAN REVIEW COMMENTS FROM THE PUBLIC UTILITIES DEPARTMENT Permit Application # ()� 2-6 6 -10 Applicant: r _ C�Q Address: C��y Project: CA-,,J -�-�'cF kC- Your application is approved as noted by the Public Utilities Department. Final application approval must come from the Building Department. ❑ Your permit application has been reviewed by the Public Utilities Department and the following items need attention: 4- G�© Please submit these requirements to the Public Utilities Department, 1200 Sandpiper Lane, Atlantic Beach, FL 32233 in order that we can approve your application. If you have any questions please call (904)247-5834. Revie d by Donna Kaluzniak, Public Utilities Director Date Signature Contractor Notified Date Job russ Irussype ty Ply H ode: ip C-101 ROOF TRUSS g 1 A434091 (optional) ui ers FirstSource,-Ja—c-R-so—n-v-ifre,—FL., MiTeknut n s c 17 2001 MiTekIndustries, Inc. Wed Jan22age -2-0-0 1-0-0 2-0-0 1-0-0 Stale 1: . 4.00 12 B 2x4 = D 000 A 000 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 MI120 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 I/defl = 240 Weight: 6 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 1-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.21) 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 Horz B=99(load case 2) Max UpliftC=-95(load case 1), B=-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 1.60t►ututurt 2) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 95 Ib uplift at �� �� f Z���� joint C and 477 Ib uplift at joint B. C' A. r LOAD CASE(S) Standard �` "�i��t;�r�l ',c S A Cl OR yah ED r� ri,',r�Py";�n��7+su��0 January 22,2003 Job russ Iruss I ype ty y JAX Model: 3 BORM Hip CJ03 ROOF TRUSS 8 1 (optional) A434092 wl ers FirstSource, ac sonvi e, i e n'dukIRK, IncSR1s ct17 2001 MiTekIndustries, Inc. Wed Jan age 2-0-0 3-0-0 2-0-0 3-0-0 Scale = 1: .6 C 4.00 12 Ln N occ B 2x4 - D A coo 300 3-0-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.33 Vert(LL) -0.00 B-D >999 M1120 249/190 TCDL 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) 1 st LC LL Min 1/deft = 240 Weight: 12 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D 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-13=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 Il, 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 upliftN11t+1Uttprtj! at joint C and 377 Ib uplift at joint B. &2 A. LOAD CASEIS) Standard � �,+ TP,OF 11V ED 4 rrtrmrfin, January 22,2003 Job russ I russ I ype ty y AX Model: Hip A434093 CJ05 ROOF TRUSS 8 1 (optional) w ers FirstSource, Jacksonville, FL., MiTeknut n s Oct 17 2001 Mi Tek Industries, Inc. Wed Jan age -2-0-0 5-0-0 2-0-0 5-0-0 Scale = 1:1 C 4.00 FTL Ln 000 B A D 2x4 = 000 5-0-0 i 5-0-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.34 Vert(I-Q -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) 1 st LC LL Min I/dell = 240 Weight: 19 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.21) TOP CHORD Sheathed or 5-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.21) 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 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 236 Ib uplift "A"lulto4q, at joint C and 386 Ib uplift at joint B. XtiA. �41V05 LOAD CASE(S) Standard sro yrir "st!ED �r ��r¢tf>t��y�rltlt1iS1Ltt4t1'`� January 22,2003 Job russ Truss Type ty V1 Model: Hip CJ07 ROOF TRUSS 7 1 (optional) A434094 -B-uliders First5ource, Jacksonville, i e nut n s ct 17 2001 MiTekIndustries, Inc. Wed Jan age 2-0-0 7-0-0 2-0-0 7-0-0 Scale 2x4 11 C 4.00 12 �r B d A F E x4 = 2x4 II m, 5-1-12 7.0-0 5-1-12 1-10-4 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/def! 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 (Ib) - 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 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 ti �ullrtlrt�rn/r1 to wind. The lumbDOL increase is 2) Provide mechanical connnection (by other) of truss to0, and thelate beariingrig bearing plateA.capable of increase is withstanding 124 Ib uplift „ A ,% �`v C l� at joint D, 491 Ib uplift at joint B and 131 lb uplift at joint E. ' �(� rye LOAD CASE(S) Standard IS� �r �0: January 22,2003 Job russ Truns ype ty y BIJAX Model: 3 BDRM Hip A434095 CJ07A ROOF TRUSS 1 1 (optional) 6 ers FirstSource, ac sonvi e, MiTek nutGG9, lntiRl s ct17 2001 MiTekIndustries, Inc. Wed Jan age -2-0-0 7-0-0 2-0-0 7-0-0 Scale = 6:1 1 2x4 II C 4.0071-2 B NA A E x4 = Nil mD 5-1-12 - - 7-0-0 5-1-12 1-10-4 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/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=376/0-3-8 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 occupancy category 11, condition 11 partially enclosed building, with exposure C ASCE 7-98 per FBC2001 �4� �wnultr�anj� If end verticals or cantilevers exist, they are not exposed to wind. If porches exist, they are not exposed �� �>y to wind. The lumber DOL increase is 1.60, and the plate grip increase is 1.60 , p � 2) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 15 Ib uplift at ; jj ">rj joint D, 405 Ib uplift at joint B, 13 Ib uplift at joint E and 335 Ib uplift at joint F. I& LOAD CASE(S) Standard R r�rjf�rrtfrt�srfr�t(sttrtn���'������ January 22,2003 Job russ I russ I ype ty y AX Model: 3 IJIJKM Hip A434096 EJ09 ROOF TRUSS 9 1 (optional) -Muffaers FirstSource, Jacksonville, MiTek nutiR04, In6R1 s Oct 17 2001 MilekIndustries, Inc. Wed Jan age -2-0-0 5-1-12 9-0-0 2-0-0 5-1-12 3-10-4 Scale =d: .5 4.00 rTT 2x4 m, C B 0 A FE X8 = 3x4 9-0-0 9-0-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.33 Vert(LL) -0.19 B-F >545 M1120 249/190 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/deft = 240 Weight: 371b 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.21) 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 (lb)- 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 6ttt Imin4ft� to wind. The lumber DOL increase is 1.60, and the plate grip increase is 1.60 `1"m ltiym� 2) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 159 Ib uplift �� 10 '�• A Iyr��,r at joint D, 540 Ib uplift at joint B and 207 Ib uplift at joint E. LOAD CASE(S) Standard S ATOF ED hftl�yt9i�i1441Ti11t4��#� January 22,2003 Job russ russ ype ty ly o e: DRM Hip A434097 EJ09A ROOF TRUSS 1 1 (optional) u ers first ource, ac sonvi e, FL., MiTeknut n s ct i e n ustnes, Inc. Wed Jan age_ -2-0-0 5-1-12 9-0-0 2-0-0 5-1-12 3-10-4 Scale = b1 4 4.00 12 2x4 11 m° C B Li 0 A E x4 = II coo 5-1.12 9-0-0 5-1-12 3-10.4 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.33 Vert(LL) -0.01 B-F >999 M1120 249/190 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) 1 st LC LL Min I/defl = 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=0, E-F=0 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 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 ��tt�ill�titttl/fjU to wind. The lumber DOL increase is 1.60, and the plate grip increase is 1.60V A. 2) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 151 Ib uplift at joint D, 387 Ib uplift at joint B and 401 Ib uplift at joint F. - , LOAD CASE(S) Standard S 1[ 'H OF ED 1'04rai;OAt 3ti ti� January 22,2003 Job russ Truss Type City y ABIJAX Model: 3 BORM Hip J38706 HJ09 ROOF TRUSS 3 1 A434098 (optional) w ers irstource, ac sonvi le, FL.. MiTpknut n s 0—ct-172MI MiTekIndustries, Inc. a an :4 : age -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 FfT 3x4 C 3x4 D X. 14 mn B- OA oA 3x6 = H G F 2x4 li 3x4 4x6 = Simpson SUR/1-26 0-9-1 7-3-5 9-0-0 12-8-12 0-0-1 7-3-4 1-8-11 3-8-12 Plate Offsets 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) 1st LC LL Min I/defl = 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 (Ib/size) E=246/Mechanical, B=741/0-4-15, F=851/Mechanical Max Horz B=547(load case 2) Max UpliftE=-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 Il, condition 11 partially enclosed building, with exposure C ASCE 7-98 per FBC2001 �` r��tttlVll+llkyrrJ�n� If end verticals or cantilevers exist, they are not exposed to wind. If porches exist, they are not exposed @q I'S A. Wzy to wind. The lumber DOL increase is 1.60, and the plate grip increase is 1.60 ti�� e1► V/1 2) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 455 Ib uplift IFI I* at joint E, 805 Ib uplift at joint B and 675 Ib uplift at joint F. LOAD CASEIS) Standard * s 1) Regular: Lumber Increase=1.25, Plate Increase=1.25 s Uniform Loads(plf) ATROF Vert: A-B=-54.0 Trapezoidal Loads (plf) l �zOR[� Vert: B=-2.8-to-E=-171.8, B=-0.0-to-F=-95.5 January 22,2003 Job russ TrussTyp t Ply HABIJAX Model: Hip A434099 HJ09A ROOF TRUSS 1 1 (o tionaQ Builders first ource, ac sonvi e, a ov ie- n ustries, nc. Wed J,—n age -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(IT 3x4 3x4 _ 4 3 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 ate sets 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 I/defl = 240 Weight: 671b LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 6-0-0 oc purlins. [p] 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=335/0-4-15, 6=300/Mechanical, 9=967/0-4-15 Max Horz 2=547(load case 2) Max Uplift5=-455(load case 3), 2=-471(load case 4), 6=-221(load case 5), 9=-805(load case 2) FORCES (lb) - First Load Case Onlyy TOP CHORD 1-2=38, 2-3=82, 3-4=-304, 4-5=42 BOTCHORD 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 occupancy category II, condition II partially enclosed building, with exposure C ASCE 7-98 per FBC2001 ,aA11Jt/�f If end verticals or cantilevers exist, they are not exposed to wind. If porches exist, they are not exposed #� OF A. to wind. The lumber DOL increase is 1.60, and the plate grip increase is 1.60 o err 2) Refer to girder(s)for truss to truss connections. Fj "t 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. 7 LOAD CASE(S) Standard ri 1) Regular: Lumber Increase=1.25, Plate Increase=1.25 g A1) d1r Uniform Loads(plf) r+j �~ Vert: 1-2=-54.0 OR � Trapezoidal Loads (plf) ED r Vert: 2=-2.8-to-5=171.8, 2=0.0-to-6=-95.5 rr'11-410f-� �Y �`` January 22,2003 o Fuss Truss Type ty Y ode: BDRM Hip A434100 T01 ROOF TRUSS 2 2 (o , nc.tional) w ers first ource, Jacksonville, aNov MiTek ndustnesWed Jan 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 Scale: 1/4"=1' 4x6 - 3x4 = 4x6 = 4.00 FTZ- 4 5 6 3x4 3x4 Ln 3 y LO Cn 2 8 1 9 4x10 - 14 13 12 11 10 4x10 - 3x6 II 8x10 - 6x8 - 8x10 - 3x6 II 4-6-0 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) I/defl 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 1/defl = 240 Weight: 315 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.20 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, 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. ���tC1IJ+ tt� j� 2)This truss has been designed for the wind loads generated by 120 mph winds at 13 ft above ground level &B A. �riri using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an #F l+ilri 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 tid to wind. The lumber DOL increase is 1.60, and the plate grip increase is 1.60 "r 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 at joint 2 and 2831 Ib uplift at joint 8. x TE 5) 2-ply truss to be connected together with 0.131"x3" Nails as follows: ' 5O Top chords connected as follows: 2 X 4 - 1 row at 0-9-0 oc.Bottom chords connected ¢ GrL13Rt�?� ` Webs connected as follows: X 4 - 1ow8t 0-9-0 oc. at 0-9-0 oc ft+�t76 W1i6411�11�� January 22,2003 LOAD CASE(S) 1)Regular: Lumber Increase=1.25, Plate Increase=1.25 Continued on page 2 Job russ Truss Type Qty I Ply HABIJAX Model: 1p T01 ROOF TRUSS 2 2 A434100 (o tionaQ ui ers Forst ource, ac sonvi e. FL. 4. a ov i ek Industries, Inc. Wed Ta-n227U.7T-.UTMTj-Vag-e--Z- 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, 8-11=-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 (pI0 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(plf) 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(plf) 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) 1st unbalanced Regular: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads(plf) 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(lb) Vert: 4=-246.0 6=-246.0 13=-851.0 11=-851.0 7) 2nd unbalanced Regular: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads(plf) 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(lb) Vert: 4=-246.0 6=-246.0 13=-851.0 11=-851.0 Job russ russ Type ty ly odel: 3 BURM Hip A434101 T02 ROOF TRUSS 2 1 - (o tional) ui ers first ource, ac sonvi e, i e nut n s ct i e n ustnes, nc. a an age -2-0-0 5-6-0 11-0.0 14-0-0 1 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 rTT D E 3x4 3x4 C F L" M in B C' `n 0 6 3x6 = M L K J 1 3x6 = 2x4 II 3x4 = 3x4 = 2x4 II 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/defl 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 WB 0.42 Horz(TL) -0.08 G n/a BCDL 5.0 Code FBC2001 (Matrix) 1 st LC LL Min I/deft = 240 Weight: 120 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.21) TOP CHORD Sheathed or 3-11-14 oc purlins. BOT CHORD 2 X 4 SYP No.21) 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=-1165(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, G-11=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 using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an ���4t�Stulut1tt411fj�,/ occupancy category 11, condition II partially enclosed building, with exposure C ASCE 7-98 per FBC2001 ACV. A. %k 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 + � , �;�% 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 N at joint B and 1165 Ib uplift at joint G. * A LOAD CASE(S) Standard S TP,'OF OR ED 460VORM�e~tit++t�r�a January 22,2003 Job russ Truss I ype Qty y Made[: 3 BDRM Hip A434102 T03 ROOF TRUSS 12 1 (optional) -9—uilders FirstSo,irr-e-, ac sonvi e, F I MiTt--knut n s ct MiTek n ustries, Inc. Wed Jan age_ -2-0-0 6.6-14 12-6-0 18-5-2 25-0-0 27-0- 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 Fff 2x4 2x4 4, C E U, B F Ln ;>A G�; 0 0 3x6 = J I H 3x6 = 3x4 = 3x4 = 3x4 - 8-6-9 16-5-7 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 H-J >999 M1120 249/190 TCDL 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/defl = 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=-1 145(load case 2), F=-1145(load case 3) FORCES (lb)- First Load Case Only TOP CHORD A-8=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 ti1�1�IWlgtgl If end verticals or cantilevers exist, they are not exposed to wind. If porches exist, they are not exposed �pNN, 1141#1 to wind. The lumber DOL increase is 1.60, and the plate grip increase is 1.60 A. 3) Provide mechanical at joint 8 and 1145 b uplift connectio plftio j(bntotthers) of truss to bearing plate capable of withstanding 1145 Ib uplift * ? r k F. LOAD CASE(S) Standard x w s AED ri o f�Atld�]Ltt'�S�tt� January 22,2003 1105 HVAC Load Calculations for i Beaches Habitat P.O. Box 50939 Jacksonville Beach, FL 32250 1 I i I I; I 1 � f [Ellite �I RHVACRTT 1;sIDENAL I HVAC LOADS i i I I { { I I � ; Prepared By: Glenn Jones Ocean State Heating&Air Conditioning 1476 Atlantic Boulevard Neptune Beach, FL 32266 (904)249-8251 Friday, February 07, 2003 I i I vac-Kesidential&Lightommercia oa s Elite 50ttware Developmen, nc. Ocean State Htg&A/C 1105 Jasmine Neptune Beach, FL 32266-1798 Page 2 Pro'ect Re ort General Project norma ion F'roject Filename: ':\ELITE\KRPACW\PRQJECT eac es aia a i a SFH-1 1 Q0.rhv Project Title: 1105 Jasmine Designed By: Ocean State Heating &Air Conditioning Project Date: 2-7-03 Client Name: Beaches Habitat Client Address: P.O. Box 50939 j Client City: Jacksonville Beach, FL 32250 Client Phone: 241-1222 Client Comment: Company Name: Ocean State Heating &Air Conditioning Company Representative: Glenn Jones Company Address: 1476 Atlantic Boulevard Company City: Neptune Beach, FL 32266 Company Phone: (904) 249-8251 Company Fax: (904) 249-8949 Design Data Reference City: Jacksonville, Flo-rid-a-- Daily on aDaily Temperature Range: Medium Latitude: 30 Degrees Elevation: 26 ft. Altitude Factor: 0.999 Elevation Sensible Adj. Factor: 1.000 Elevation Total Adj. Factor: 1.000 Elevation Heating Adj. Factor: 1.000 j Elevation Heating Adj. Factor: 1.000 I Outdoor Outdoor Indoor Indoor Grains Dry Bulb Wet Bulb Rel.Hum Dry Bulb Difference Winter: 27 0 0 72 0 Summer: 96 78 50 75 51 I Check Figures otal Building supply r er Square .: 0.112 Square ft. of Room Area: 1,100 Square ft. Per Ton: 590 i building Loads � 'Total Heating Required Withu si aAir: 23,619 Btuh23.619 MBH Total Sensible Gain: 17,215 Btuh 85 % Total Latent Gain: 2,963 Btuh 15 % Total Cooling Required With Outside Air: 20,178 Btuh 1.68 Tons (Based On Sensible + Latent) 1.86 Tons (Based On 77% Sensible Capacity) Notes Calculations are based on 7th edition of ACCA ManualJ. All computed results are estimates as building use and weather may vary. j Be sure to select a unit that meets both sensible and latent loads. I i ii I C:\ELITE\RHVACW\PROJECTS\Beaches Habitat\HabitatSFH-1100.rhv Friday, February 07, 2003, 11:59 AM vac-Kesidential&Lightommercia oa s 1=1ite So are UevelopmeM, nc. Ocean State Htg&A/C 1105 Jasmine Neptune Beach, FL 32266-1798 Page 3 ; 'Total Building Summary Loads iComponent Area ben Lat Sen Total] � i Description Quan Loss Gain Gain Gain Window Double Pane Glear Glass Metal Frame 130 11C Door Metal Polystyrene Core 20 423 0 231 231 12C Wall R-11 + 1/2" Gypsum(R-0.5) 950 3,847 0 2,104 2,104 13C Part R-11 + 1/2" Gypsum(R-0.5) 120 243 0 174 174 16G Ceiling R-30 Insulation 1101 1,635 0 1,635 1,635 22A Slab on Grade No Edge Insulation 153 5,578 00 0 Subtotals for structure: 15,967 0 9,498 9,498 j People: 4 920 1,200 2,120 Equipment: 0 3,600 3,600 Lighting: 0 0 0 Ductwork: 1,124 0 1,565 1,565 Infiltration: Winter CFM: 132, Summer CFM: 59 6,528 2,043 1,352 3,395 Ventilation: Winter CFM: 0, Summer CFM: 0 0 0 0 01 Sensible Gain Total: 17,215 Temperature Swing Multiplier: X 1.00 Total Building Load Totals: 23,619 2,963 17,215 20,178 I Check Figures otal Building Supply rPer Square .: U.112 Square ft. of Room Area: 1,100 Square ft. Per Ton: 590 Building Loads Total ea ing Required Witilu si a Air 23,619 8tuh Total Sensible Gain: 17,215 Btuh 85 % Total Latent Gain: 2,963 Btuh 15 % Total Cooling Required With Outside Air: 20,178 Btuh 1.68 Tons (Based On Sensible + Latent) i 1.86 Tons (Based On 77% Sensible Capacity) Notes Calculations are based on 7th edition o anus 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. i i i I I i I C:\ELITE\RHVACW\PROJECTS\Beaches Habitat\HabitatSFH-1100.rhv Friday, February 07, 2003, 11:59 AM vac- esi e-is — ommercia oa s i e Software eve opmen, nc. Ocean State Htg&A/C 1105 Jasmine Neptune Beach,FL 32266-1798 Page 4 S stem 1 Im orted Summary Loads omponen tea en a en o a Description Quan Loss Gain Gain Gain in ow Dou a ane ear ass e a tame 11C Door Metal Polystyrene Core 20 423 0 231 231 12C Wall R-11 + 1/2" Gypsum(R-0.5) 950 3,847 0 2,104 2,104 13C Part R-11 + 1/2" Gypsum(R-0.5) 120 243 0 174 174 16G Ceiling R-30 Insulation 1101 1,635 0 1,635 1,635 22A Slab on Grade No Edge Insulation 153 5,578 0 0 0 Subtotals for structure: 15,967 0 9,498 9,498 People: 4 920 1,200 2,120 Equipment: 0 3,600 3,600 Lighting: 0 0 0 Ductwork: 1,124 0 1,565 1,565 Infiltration: Winter CFM: 132, Summer CFM: 59 6,528 2,043 1,352 3,395 Ventilation: Winter CFM: 0, Summer CFM: 0 0 0 0 011 Sensible Gain Total: 17,215 Temperature Swing Multiplier: X 1.00 System 1 (Imported) Load Totals: 23,619 2,963 17,215 20,178 i ec igures upp y r er quare I Square ft. of Room Area: 1,100 Square ft. Per Ton: 590 ys em oa s I otal Heating Required i u si e Air: 23,61 9—­B1Uh 23.6 Total Sensible Gain: 17,215 Btuh 85 % Total Latent Gain: 2,963 Btuh 15 % Total Cooling Required With Outside Air: 20,178 Btuh 1.68 Tons (Based On Sensible+Latent) 1.86 Tons (Based On 77% Sensible Capacity) o es Calculations are based on 7th edition ACCA anuaT 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. i i i I I I� C:\ELITE\RHVACW\PROJECTS\Beaches Habitat\HabitatSFH-1100.rhv Friday, February 07, 2003, 11:59 AM vac-Kesidintial&Lightommercia oa s Elite Sottware Development, nc. Ocean State Htg&A/C 1105 Jasmine Neptune Beach, FL 32266-1798 Page 5 ISystem 1 Room Load Summar g Htg Run Run Gig Gig Clg Zone Gig it 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 ---Lone --- 1 Master Bedroom 181 3,298 43 1-7 465 2,730 664 124 1.00 124 124 2 Bath 1/2,Laundry 154 1,490 19 1-6 460 1,986 82 90 1.00 90 90 3 Kitchen 112 1,419 18 2-6 454 3,268 123 149 1.20 178 149 4 Dining 100 4,251 55 1-6 492 1,697 477 77 1.25 97 77 5 Living 225 6,803 88 2-6 527 3,641 749 166 1.25 207 166 j 6 Bedroom 3 184 3,263 42 1-5 532 1,593 434 72 1.00 72 72 7 Bedroom 2 144 3,095 40 1-6 533 2,300 434 105 1.00 105 105 System 1 total 1,100 23,619 307 17,215 2,963 783 874 783 System 1 Main Trunk Size: 16 in. Velocity: 561 ft./min Loss per 100 ft.: 0.053 in.wg j Cooling System 5ummary Cooling Sensible/Latent Sensi e Latent I o a Tons Split Btuh Btuh Btuh Net equire o 0 11,215 2,963 2U 1-18 Recommended: 1.86 77% /23% 17,215 5,142 22,357 i I I i i I i I I I I C:\ELITE\RHVACIMPROJECTS\Beaches Habitat\HabitatSFH-1100.rhv Friday, February 07, 2003, 11:59 AM FORM 60OA-2001 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Whole Building Performance Method A Project Name: Habitat,SFH, 1100 Builder: Beaches Habitat Address: 1105 Jasmine Permitting Office: Atlantic Beach City, State: Atlantic Beach, FL 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:22.6 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(ftz) 1100 ftz c. N/A _ 7. Glass area&type - - a. Clear-single pane 0.0 ft' - 13. Heating systems b. Clear-double pane 130.0 ftz - a. Electric Heat Pump Cap:22.8 kBtu/hr c. Tint/other SHGC-single pane 0.0 W _ HSPF:7.00 d. Tint/other SHGC-double pane 0.0 ftz b.N/A _ 8. Floor types _ a. Slab-On-Grade Edge Insulation R=0.0, 153.0(p)ft c. N/A b. N/A _ c. N/A 14. Hot water systems 9. Wall types - a. Electric Resistance Cap: 50.0 gallons - a. Frame,Wood,Exterior R=13.0,950.0 ftz - EF:0.92 _ b. Frame,Wood,Adjacent R=13.0, 120.0 ftz _ 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, 1101.0 ftz _ 15. HVAC credits _ b.NIA - (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=6.0,2 5.0 ft - MZ-C-Multizone cooling, b. N/A MZ-H-Multizone heating) I Glass/Floor Area: 0.12 Total as-built points: 18028 PASS Total base points: 19970 I hereby certify that the plans and specifications covered Review of the plans and JaE sT by this calculation are in compliance with the Florida specifications covered by this X04 = apo Energy Code. calculation indicates compliance ' �''' _ °�'� - PREPARED BY: Ocean State HhVAC with the Florida Energy Code. � Before construction is completed DATE: a2-;7-(D,7 this building will be inspected for I hereby certify that this building, as designedNi co pliance with Section 553.908 , 5� compliance with the Florida Energ�j Code. FI lda Statutes. mon WF OWNER/AGENT: o�.,c� BUILDING OFFICIAL: DATE: 2 DATE: EnergyGauge®(Version: FLRCPB v3.21) FORM 60OA-2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: 1105 Jasmine,Atlantic Beach, FL, PERMIT#: BASE AS-BUILT FGLASSESditioned X BSPM = Points Overhang Floor Area Type/SC Ornt Len Hgt Area X SPM X SOF= Points .18 1100.0 20.04 3967.9 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 120.0 0.70 84.0 Frame,Wood, Exterior 13.0 950.0 1.50 1425.0 Exterior 950.0 1.70 1615.0 Frame,Wood,Adjacent 13.0 120.0 0.60 72.0 Base Total: 1070.0 1699.0 As-Built Total: 1070.0 1497.0 DOOR TYPES Area X BSPM = Points Type Area X SPM = Points Adjacent 0.0 0.00 0.0 Exterior Insulated 20.0 4.10 82.0 Exterior 20.0 6.10 122.0 Base Total: 20.0 122.0 As-Built Total: 20.0 82.0 CEILING TYPES Area X BSPM = Points Type R-Value Area X SPM X SCM = Points Under Attic 1099.7 1.73 1902.5 Under Attic 30.0 1101.0 1.73 X 1.00 1904.7 Base Total: 1099.7 1902.5 As-Built Total: 1101.0 1904.7 FLOOR TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Slab 153.0(p) -37.0 -5661.0 Slab-On-Grade Edge Insulation 0.0 153.0(p -41.20 -6303.6 Raised 0.0 0.00 0.0 Base Total: -5661.0 As-Built Total: 153.0 -6303.6 INFILTRATION Area X BSPM = Points Area X SPM = Points 1100.0 10.21 11231.0 1100.0 10.21 11231.0 EnergyGauge®DCA Form 60OA-2001 Energy Gauge®/FlaRES'2001 FLRCPB v3.21 FORM 60OA-2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: 1105 Jasmine,Atlantic Beach, FL, PERMIT#: BASE AS-BUILT Summer Base Points: 13261.4 Summer As-Built Points: 12057.3 Total Summer X System = Cooling Total X Cap X Duct X System X Credit = Cooling Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points (DM x DSM x AHU) 12057.3 1.000 (1.090 x 1.147 x 0.91) 0.341 1.000 4681.8 13261.4 0.4266 5657.3 12057.3 1.00 1.138 0.341 1.000 4681.8 EnergyGaugeTm DCA Form 60OA-2001 EnergyGauge®/RaRES'2001 FLRCPB v3.21 FORM 60OA-2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: 1105 Jasmine,Atlantic Beach, FL, 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 1100.0 12.74 2522.5 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 120.0 3.60 432.0 Frame,Wood, Exterior 13.0 950.0 3.40 3230.0 Exterior 950.0 3.70 3515.0 Frame,Wood,Adjacent 13.0 120.0 3.30 396.0 Base Total: 1070.0 3947.0 As-Built Total: 1070.0 3626.0 DOOR TYPES Area X BWPM = Points Type Area X WPM = Points Adjacent 0.0 0.00 0.0 Exterior Insulated 20.0 8.40 168.0 Exterior 20.0 12.30 246.0 Base Total: 20.0 246.0 As-Built Total: 20.0 168.0 CEILING TYPES Area X BWPM = Points Type R-Value Area X WPM X WCM = Points Under Attic 1099.7 2.05 2254.4 Under Attic 30.0 1101.0 2.05 X 1.00 2257.1 Base Total: 1099.7 2254.4 As-Built Total: 1101.0 2257.1 FLOOR TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Slab 153.0(p) 8.9 1361.7 Slab-On-Grade Edge Insulation 0.0 153.0(p 18.80 2876.4 Raised 0.0 0.00 0.0 Base Total: 1361.7 As-Built Total: 153.0 2876.4 INFILTRATION Area X BWPM = Points Area X WPM = Points 1100.0 -0.59 -649.0 1100.0 -0.59 -649.0 EnergyGauge®DCA Form 60OA-2001 EnergyGauge®/FlaRES'2001 FLRCPB v3.21 FORM 60OA-2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: 1105 Jasmine,Atlantic Beach, FL, PERMIT#: BASE AS-BUILT Winter Base Points: 9682.6 Winter As-Built Points: 9654.7 Total Winter X System = Heating Total X Cap X Duct X System X Credit = Heating Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points (DM x DSM x AHU) 9654.7 1.000 (1.069 x 1.169 x 0.93) 0.487 1.000 5466.0 9682.6 0.6274 6074.9 1 9654.7 1.00 1.162 0.487 1.000 5466.0 EnergyGaugeTm DCA Form 60OA-2001 EnergyGauge®/FlaRES'2001 FLRCPB v3.21 FORM 60OA-2001 WATER HEATING & CODE COMPLIANCE STATUS Residential Whole Building Performance Method A - Details ADDRESS: 1105 Jasmine,Atlantic Beach, FL, 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 50.0 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 5657 6075 8238 19970 1 4682 5466 7880 18028 PASS y04T14E ST9T�o� i r�CGD W6 ���.. EnergyGaugeT" DCA Form 60OA-2001 EnergyGauge®/FIaRES'2001 FLRCPB v3.21 FORM 60OA-2001 Code Compliance Checklist Residential Whole Building Performance Method A - Details ADDRESS: 1105 Jasmine,Atlantic Beach, FL, PERMIT#: 6A-21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST COMPONENTS I 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. i 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 i 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 cavitybetween floors. Additional Infiltration reqts 606.1.ABC.1.3 Exhaust fans vented to outdoors,dampers;combustion space heaters comply with NFPA, I 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 j 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 Ail ducts,fittings,mechanical equipment and plenum chambers shall be mechanically i attached,sealed,insulated,and installed in accordance with the criteria of Section 610. Ducts in unconditioned attics: R-6 min.insulation. HVAC Controls 1607.1 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. j , Common ceiling&floors R-11. EnergyGaugeTm DCA Form 60OA-2001 EnergyGauge®/FlaRES'2001 FLRCPB v3.21 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE SCORE* = 84.7 The higher the score,the more efficient the home. 1105 Jasmine,Atlantic Beach, FL, 1. New construction or existing New - 12. Cooling systems 2. Single family or multi-family Single family _ a. Central Unit Cap:22.6 kBtwhr - 3. Number of units,if multi-family I _ SEER: 10.00 - 4. Number of Bedrooms 3 - b. N/A - 5. Is this a worst case? Yes - - 6. Conditioned floor area(ft) 1100 ft2 c. N/A - 7. Glass area&type _ - a. Clear-single pane 0.0 ft2 - 13. Heating systems b. Clear-double pane 130.0 ft2 - a. Electric Heat Pump Cap:22.8 kBtu/hr - c. Tint/other SHGC-single pane 0.0 ft, - HSPF:7.00 - d.Tint/other SHGC-double pane 0.0 ft2 b.N/A _ 8. Floor types _ - a. Slab-On-Grade Edge Insulation R=0.0, 153.0(p)ft _ c. N/A - b.N/A - - c. N/A 14. Hot water systems 9. Wall types - a. Electric Resistance Cap: 50.0 gallons a. Frame,Wood,Exterior R=13.0,950.0 ft2 - EF:0.92 - b. Frame,Wood,Adjacent R=13.0, 120.0 ft2 _ 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, 1101.0 ft' J 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) �od'TOE sr4T�o in this home before final inspection. Otherwise,anew EPL Display Card will be completed based on installed Cod Builder Signature: Date: ;z - a Address of New Home: (llr/rg City/FL Zip: 0D WF *:VOTE: 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 EP. IDOE EnergyStarTmdesignation), Your home may qualms for energy efficiency mortgage(EES incentives if you obtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at 321/638-1492 or see the Energy Gauge web site at www.fsec.ucfedu for information and a list of certified Raters. For information about Florida's Energy Efficiency Code For Building Construction, contact the Department of Community Affairs at 850/487-1824. EnergyGauge®(Version: FLRCPB v3.21)