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Permit 1502-1504 Francis Ave JOB ADD 150 2-/5v �ita,-n��". TyPE WORK PROPERTY O �urrn Z.. TELEPHONE p-y8 CONTPACT'OR TELEPHONE /-/V-}4 PERMIT NUMBEdR /75:!5 DATE 1-19-99 LVSPEC77ONS.° FOOTLVG SLAB 77EBEAM LE= NAmWG/SHF,4THING FRAMLVG/COVER UP 6—z A 9 LVSUL,47TON 6 -Y- 99 FLVAL BULL DING 9-9 9 CERTIFICATE OF OCCUPANCY !F-2f4; y E.I.ECTTtICAL PEvRMIT# /x'081'-8`2 -13:2/80i'0 9 INSPECTIONS ROUGH G "�5 FINAL V-2,V:j� MECHANICAL PERMIT# LVSPEMONS ROUGH /a_2 49 PLITAM2NG PERMIT'# /776-r-64 LVSPECHONS ROUGH/UNDER SLAB -2-/o -Q9 TOPOUT d -� 4 WATER/SE*M FINAL NOT'E'S: APR-28-99 04 :01 PM NATIONAL 904 288 8501 P. 01 -- !Aw rlr B&B EJTEP1-Ir;"tT1ra5 CO. 1 IC. PHOPIE P40. : 9e4 389 96E6 ;vr. 27 1999 09;16-It1 F'1 ArrAl ,* /�l LV,-4�e A1,5�� a�v SUB EXTERMINATING CO. - 216O9oeoleStreet Jpoksonvltle.Floods 3220 -Y (904)300-3323•Fax(004)380 064 `" - •-- Build er Lot N Subdi�bwn. -i, i Address Tin•�e 3 Date .--f�'7A7 1��s__..�,�� Dais ct Gfieminal fx—__�pe of PH t TArrrnmaeye Percentage SautreFoot d'`_ UnetrFt. ,I cepth of Footings: 1 tworior exteri0i comments I TO:819042888501 P:2'2 SEP-28-1999 12:06P FROM: 247-5845 F OdDPL,A_IN DEVELOP NT 1TtFORMA1IQN Location:: /S7,G 2. L__/ p Y F2"c c S Type of Development: 7f) y ( e x C-S 1 ,)F-n.2 T+/F t- Flood Zone: 1( 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 • permit is contingent upon the above information being correct and that the plans and suppo g data have been or shall be provided as required. 1 agree to comply with all applicable p ons of Ordinance No. 25-7.11 and all other laws or ordinances affecting the proposed deve nt. Date -_Applicant's Signature Department Use: I.. west Floor Elevation �- S M B owes :-1oor Elevation I y Z Su Ney V., iirig Department �r Building Department RepksentatOe ir C rrtifi att of W'crgancg (Ittg of Atlantic star# -- Ntariba Department of Nuilbing Inspection This Certificate issued pursuant to the requirements of Section 103.8 of the Southern Standard Building Code certifying that at the time of issuance this structure was in compliance with the various ordinances regulating building construction or use For the following. Use Classification New Duplex Residence Bldg. Permit No. 17554 Group w.frame Type Construction du p Fire District Atlantic Beach Owner of Buil y�Y & Shirley Lyles 1 Hunter o0 as Building Address 1502 Francis Avenue Locality At antic Beacss Ta 1--411- ra 32225 , FL 3 By: /DON C. FORD q Building cial Date: POST IN A CONSPICUOUS PLACE (ger-tifirate of O'knu-nancu 014 of Atlantic Imcll — floribo %partment of Nuilfino Inspection This Certificate issued pursuant to the requirements of Section 103.8 of the Southern Standard Building Code certifying that at the time of issuance this structure was in compliance with the various ordinances regulating building construction or use. For the following. Use Classification New Duplex Residence Bldg.Permit No. 17555 Group w.frame Type Construction dduJ2 Fire District Atlantic Beach Owner of Buffing y & Shirley Lyles Add' jac2�5saunter rille, FE 32ad , S Bui 'ng Address 1504 Francis Avenue_malify Atlantic Beach, FL 32233 By: DON C. FORD cr► L Building Official Date: 4' - 2 POST IN A CONSPICUOUS PLACE BUILDING, PLANNING AND ZONING INSPECTION DEPARTMENT CITY OFATLANTIC BEACH, FLORIDA CERTIFIC4 TE OF OCCURA NCY WORKSHEET Date Requested: Building Contractor: '�� Building Permit Number : Address : Legal Description: Improvements to the above described property have been completed in cccordance with the terms of the permit and is certified tc be readv Lor occupancy as Lowest Floor Elevation : Ir 2 Z_ recxuired as buil. BEFORE ISSUING CERTIFICATE OF OCCUPANCY THE FOLLOW/NG MUST BE COMPLETE CEPARTMENT DATE NQTIFIED DATE APPROVED BY Public Works Buildingr `� / CITY OF Aw4ffew Bead - 800 SEMINOLE ROAD --- ATLANTIC BEACH,FLORIDA 32233-5445 TELEPHONE(904)247-5800 FAX(904)247-5805 NOTICE TO: Water Department FROM: Building Department DATE: ql`.2 91--yIf Please be advised that the final building inspection has been completed on each of the following addresses and construction water is no longer needed: Permit Number Address 7S.S� ISO 2 .�,/L axn C,� S' rellyy. Building Department CITY OF ��i�custcc �eac� - ��vuda. 8031 SEMINO Lf_ ROAD \I'I..\.\T1C RFACH. FLORIDA +22;3-5-44i PI:LLPHo.AE olit-i) 247-5WO ('\,C 1,)(i4j 247-5,41?i Jl'NCU\I 152-3800 DATE JEA Construction & Maintenance 2325 Emerson Street Jacksonville, FL 32207 Attention: Connie Re: Final Electrical Inspections Dear Connie.- Final onnie:Final Inspections on the following locations have been completed and approved: PERMIT NO. ADDRESS Please call me at 944-247-5826 if you have any questions. Sincerely, ATLANTIC BEACH BUILDING DEPARTMENT 8-2S-1996 10.49AM FROM NATIONAL INDUSTRIES 904 288 8501 P. 2 1 11011• Q-11".113�1� I©:4174�"t�90OJ�1 r:2/2 FLI'L AM MUL EMnE =RM&TION Location•: a'- �J_0 Y Type of 1.3evtlopm mt: J f�g..Lc 16 rh,:ae-&'r I 1'� Flood Zone: ' Rectuired Lowest Floor Elevatiosx:_ If building is Ionated wnhtin a flood hazard zone,a survey m=be rnadt A i" R THE SLAB HAS BEEN POURED,certify*that the LOST FLOOR ELEVATION is equal to or above ft base flood eimtion estabUshed for that zone. No final rection will be made mW no certificate of occupy will be issued until the survey is on file with the Building Depammu. COMNTNTS: Applic=Acknowledgrimm: I tmderstand that the. usnce of . �permt is contingent upon the above infomation being corrCct and that the plain aad su data have been or shall be provided as required. I agree to comply with all applicable p ns of Ordinance No. 25-7-11 and all other laws or ordin�ames a&coins the proposed dere Date, Applicant's Signature Ueparmvm Use: Required Lowest Floor Elevatiol>_ As Buih Lowest Floor Mcvatkim ! Z Survey Filed with Building Dpartmem - -- cul Depar�r�laep�s�ti� 4GP-PSS-1999 TUE 12:16PM ID:247-5845 PAGE:2 FLOODPLAIN DEVELOPMENT INFORMATION Location:: l'Sa Z S / /C&&C c S Type of Development: -��e- F$i Dr- �- Flood Zone: Required Lowest Floor Elevation: If building is located within a flood hazard zone, a survey must be made AFTER THE SLAB HAS BEEN POURED, certifying that the LOWEST FLOOR ELEVATION is equal to or above the base flood elevation established for that zone. No final inspection will be made and no certificate of occupancy will be issued until the survey is on file with the Building Department. COMMENTS: Applicant 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 Applicant's Signature Department Use: Required Lowest Floor Elevation - S As Built Lowest Floor Elevation 2 2-- Survey Survey Filed with Building Department Building Department Representative PROPERTY DESCRIPTION RECEIVED Ppw--r oc _ A 1998 p q� Lot # 15 , Block # , Section # �t:, H 1 98 Subdivision: SuIe4y"5101J /�_� �� © 4/ City of Atlantic Beach Street Name _ DESCRIPTION OF w ldlnt and Zoning or Address: t`J' 1rrr_r�C;S-Ayc, 3a433 11 ►I (If in a FLOOD HAZARD Flood Zone: X area complete page 3) Brief Description Class of Work: (New/ Remodel/Addition: ZONING INFORMATION Type of Construction: r"� )[ Zoning Proposed District: Use: Estimated Value $ 10o'coo Exceptions or Variances Materials: ,fjop Granted: Solid or Filled Ground: C nC,rr,,k_ Roof: Method of Heating: cr;t .i G OWNER INFORMATION Property Owner. Ski r les- LW Ie S Phone: Qa i—9 49 y- Mailing Address 13 as -ke Lupo b mm. , T__1 zip: 2aaa5' CONTRACTOR INFORMATION ContractoPhone: Soo Mailing Address: SU,^L-14e 12 . T �l Zip: "1 STATE LICENSE NO: �,(�� 6 95 —Date:e 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 SUP(P/O�RTING DATA HAVE BEEN OR SHALL BE PROVIDED AS REQUIRED. Owner Signature �J DATE Contractor Signature DATE 12--2- -moi SWORN TO AND SUBSCRIBED BEFORE ME BY CO THIS 2.'�� DAY OF �CZYh�}Q�Q.• , 199% . r ruB�i NO ARY PUBLIC * MyComn*slonCMC 582377 Expires Jul.09,2000 CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING 800 SEMINOLE ROAD-ATLANTIC BEACH,FL 32233-TEL: 247-6826-FAX: 247-6877 PERMIT INFORMATION LOCATION INFORMATION Permit Number: 17766 Address: 1504 FRANCIS AVENUE Permit Type: PLUMBING ATLANTIC BEACH, FLORIDA 32233 Class of Work: NEW Township: 0 Range: 0 Book: Proposed Use: SINGLE FMLY(ATT) Lot(s): 15 Block: Section: 0 Square Feet: Subdivision: DONNER Est. Value: Parcel Number: Improv. Cost: OWNER INFORMATION'' Date Issued: 2/08/1999 Name: TOMMY & SHIRLEY LYLES Total Fees: 53.50 Address: 13925 HUNTER WOOD ROAD Amount Paid: 53.50 ATLANTIC BEACH, FLORIDA 32233 Date Paid: 2/08/1999 Phone: (904)221-9494 _ Work Desc: INSTALL PLUMBING IN NEW HOME CONTRACTORS APPLICATION FEES STANDARD PLUMBING & SUPPLIES CO. PERMIT 53.50 i i I Inspections Reuired UNDER SLAB PLUMBING ROUGH PLUMBING SEWER TOPOUT FINAL NOTICE - INSPECTIONS MUST BE REQUESTED AT LEAST 24 HOURS PRIOR TO INSPECTION 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. 153.58 14 Date: 2/88/99 81 Receipt: ATLANTIC BEACH BUILDING DEPT. 8832131 8818Ks 2769 CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING 800 SEMINOLE ROAD-ATLANTIC BEACH,FL 32233-TEL: 247-6826-FAX: 247-5877 PERMIT INFORMATION LOCATION INFORMATION: Permit Number: 17765 Address: 1502 FRANCIS AVENUE Permit Type: PLUMBING ATLANTIC BEACH, FLORIDA 32233 Class of Work: NEW Township: 0 Range: 0 Book: Proposed Use: DUPLEX Lot(s): 15 Block: Section: 0 Square Feet: Subdivision: DONNER Est. Value: Parcel Number: "Improv. Cost: OWNER INFORMATION Date Issued: 2/08/1999 Name: TOMMY & SHIRLEY LYLES Total Fees: 53.50 Address: 13925 HUNTER WOOD ROAD Amount Paid: 53.50 JACKSONVILLE, FLORIDA 32257 Date Paid: 2/08/1999 Phone: (904)221-9494 Work Desc: INSTALL PLUMBING IN NEW HOME CONTRACTORS° APPLICATION FEES STANDARD PLUMBING & SUPPLIES CO. PERMIT 53.50 i I � Inspections Reuired UNDER SLAB PLUMBING ROUGH PLUMBING SEWER TOPOUT FINAL i i NOTICE - INSPECTIONS MUST BE REQUESTED AT LEAST 24 HOURS PRIOR TO INSPECTION 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. i $53.5914 Date: 2/88/99 81 Receipt: 8832138 AT NTIC BEACH ILDING DEPT. CHECKS 2769 88188883221888 CITY OF ATLANTIC BEACH MECHANICAL PERMIT 800 SEMINOLE ROAD-ATLANTIC BEACH,FL 32233-TEL: 247-5826-FAX: 247-5877 �E-MIT INFE�RMI�ATIOI�I LOCATION'INFOI INFORMATION. Permit Number: 18055 Address: 1502 FRANCIS AVENUE Permit Type: MECHANICAL ATLANTIC BEACH, FLORIDA 32233 Class of Work: NEW Township: 0 Range: 0 Book: Proposed Use: DUPLEX Lot(s):15 Block: Section:0 Square Feet: Subdivision: DONNER Est. Value: Parcel Number: Improv. Cost: O t NERINFORMIIATION Date Issued: 4/09/1999 Name: TOMMY&SHIRLEY LYLES Total Fees: 43.00 Address: 13925 HUNTER WOOD ROAD Amount Paid: 43.00 JACKSONVILLE, FLORIDA 32257 Date Paid: 4/09/1999 Phone: (904)221-9494 Work Desc: INSTALL CENTRAL HEATAND AIR ..... .. CONTRACT. R.S ... . APPL. ..TION FESS MCGOWAN'S HEATING &AIR COND. PERMIT 43.00 Mnsh . . ROUGH MECHANICAL FINAL NOTICE- INSPECTIONS MUST BE REQUESTED AT LEAST 24 HOURS PRIOR TO INSPECTION 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. C, Ix $43.8014 Date: 4/89/99 91 Receipt: 8847355 ATLANTIC BEACh BUILD DEPT. CHECKS 16528 88188883221888 CITY OF ATLANTIC BEACH MECHANICAL PERMIT 800 SEMINOLE ROAD-ATLANTIC BEACH,FL 32233-TEL: 247-5826-FAX: 247-5877 PERMIT"INF RMATtON; I aCAI-.*N INFORMA: Permit Number: 18056 Address: 1504 FRANCIS AVENUE Permit Type: MECHANICAL ATLANTIC BEACH, FLORIDA 32233 Class of Work: NEW Township: 0 Range: 0 Book: Proposed Use: SINGLE FMLY(ATT) Lot(s):15 Block: Section:0 Square Feet: Subdivision: DONNER Est. Value: Parcel Number: Improv. Cost: O :INFORMATION* Date Issued: 4/09/1999 Name: TOMMY&SHIRLEY LYLES Total Fees: 43.00 Address: 13925 HUNTER WOOD ROAD Amount Paid: 43.00 JACKSONVILLE, FLORIDA 32257 Date Paid: 4/09/1999 Phone: (904)221-9494 Work Desc: INSTALL CENTRAL HEAT AND AIR ._. . ..._.... __ _.. . .......... _..... _ ...... .__. .... _ .. .... ....... _ _. CDITRACTO S :;> Pt,.1CATiON FEES MCGOWAN'S HEATING &AIR COND. PERMIT 43.00 ns ROUGH MECHANICAL FINAL NOTICE- INSPECTIONS MUST BE REQUESTED AT LEAST 24 HOURS PRIOR TO INSPECTION 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. C Date: 4/6+l59 ski $43.86 14 hceipt: 0847354 ATLANTIC BEACH UILDING DEPT. CHECKS pt: 165?i CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING 800 Seminole Road -Atlantic Beach, FL 32233-Tel: 247-5826- Fax: 247-5877 ELECTRICAL PERMIT PEIII'C 111tC1RMATIGihiLOC�►Tt0N INI=ORMAT10N. Permit Number: 18080 Address: 1502 FRANCIS AVENUE Permit Type: ELECTRICAL ATLANTIC BEACH, FLORIDA 32233 Class of Work: TEMPORARY POLE Township: 0 Range: 0 Book: Proposed Use: DUPLEX Lot(s):15 Block: Section: 0 Square Feet: Subdivision: DONNER Est. Value: Parcel Number: Improv. Cost: t)WItIF.. tINFORMATION Date Issued: 4/14/1999 Name: TOMMY & SHIRLEY LYLES Total Fees: 25.00 Address: 13925 HUNTER WOOD ROAD Amount Paid: 25.00 JACKSONVILLE, FLORIDA 32257 Date Paid: 4/14/1999 Phone: (904)221-9494 Work Desc: CS#6 50AMPS 1 PH 3W 240V 1"PVCRW ALUM -TEMPORY POLE-TEL 448-0027 Ct1NTt�ATO `S APPLtGTION FEES A PLUS ELECTRICAL PERMIT 25.00 Ips ior `R uld .. FINAL ELECTRIC NOTICE - INSPECTIONS MUST BE REQUESTED AT LEAST 24 HOURS PRIOR TO INSPECTION 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. $25.0814 bate: 4/14/99 81 Receipt: 8848738 ATLANTIC BEACH BUILDING DEPT. 981®884678 83221888 CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING 800 Seminole Road -Atlantic Beach, FL 32233-Tel: 247-5826- Fax: 247-5877 ELECTRICAL PERMIT .PERMIT INFORMATION . LOCATION IINFORMA-nOk. Permit Number: 18081 Address: 1502 FRANCIS AVENUE Permit Type: ELECTRICAL ATLANTIC BEACH, FLORIDA 32233 Class of Work: NEW Township: 0 Range: 0 Book: Proposed Use: DUPLEX Lot(s):15 Block: Section:0 Square Feet: Subdivision: DONNER Est. Value: Parcel Number: Improv. Cost: 'OV1fNER<INFORMATION: Date Issued: 4/14/1999 Name: TOMMY & SHIRLEY LYLES Total Fees: 45.00 Address: 13925 HUNTER WOOD ROAD Amount Paid: 45.00 JACKSONVILLE, FLORIDA 32257 Date Paid: 4/14/1999 Phone: (904)221-9494 Work Desc: CS2/0 150AMPS 1 PH 3W 240V CABLERW ALUM - NEW SERVICE-TEL448-0027 CONTR ..T.O.' S APPIwIGATtON FEES A PLUS ELECTRICAL PERMIT 45.00 s i ILns<R uid:.. ROUGH ELECTRIC FINAL ELECTRIC NOTICE - INSPECTIONS MUST BE REQUESTED AT LEAST 24 HOURS PRIOR TO INSPECTION 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. ( ' �L� $45.8614 ` �— Date: 4/14/99 81 Receipt: 8848738 ATLANTIC BEACH BUILDIN PT. CHE98 9884KS 678 832i'1888 CITY OF ATLANTIC BEACH Awk DEPARTMENT OF BUILDING 800 Seminole Road-Atlantic Beach, FL 32233-Tel: 247-5826-Fax: 247-5877 ELECTRICAL PERMIT PERMIT IItiIFt MhTION LOCATION INFORMATION Permit Number: 18082 Address: 1504 FRANCIS AVENUE Permit Type: ELECTRICAL ATLANTIC BEACH, FLORIDA 32233 Class of Work: NEW Township: 0 Range: 0 Book: Proposed Use: SINGLE FMLY(ATT) Lot(s):15 Block: Section:0 Square Feet: Subdivision: DONNER Est. Value: Parcel Number: Improv. Cost: OWI ER INFORMATION.:: Date Issued: 4/14/1999 Name: TOMMY & SHIRLEY I LES Total Fees: 45.00 Address: 13925 HUNTER WOOD ROAD Amount Paid: 45.00 JACKSONVILLE, FLORIDA 32257 Date Paid: 4/14/1999 Phone: (904)221-9494 Work Desc: CS2/0 150AMPS 1 PH 3W 240V CABLERW ALUM - NEW SERVICE -TELL 448-0027 ..................................... COiTRA£TO S APPLIG#TION FEEa A PLUS ELECTRICAL PERMIT 45.00 ...; ROUGH ELECTRIC FINAL ELECTRIC NOTICE - INSPECTIONS MUST BE REQUESTED AT LEAST 24 HOURS PRIOR TO INSPECTION 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. $45.0014 Date: 4/14/39 81 Receipt: 8848731 ATLANTIC BEACH E§UILDING DEPT. CHECKS 4678 88188883221888 TRANSMITTAL DCCcU�MENT FOR JEA DATE : The following permits have passed "rough" inspection: Permit No. Address rc:�seY:c :t: sxx:caffiaes:cc:Lgcp ,�a, Please update your records accordingly. Tha Dk yoy�, BUILDING CLERK CITY CF ATLANTIC BEACH /vcb DA TE PRE-`'EHVZ(:E DIVISION 'AC"SONV`-i.LE ELECTRIC AUTHORITY �.�3 WEZ i DUVAL STR L•,1 JAC,SS0NV_LLC, i LORIDA E' u !:,"IAL iiu:EQ".., . DCN . +AVt: :jc :L Aiij ACT1_'it r G l�C -- � - - ------ ------------------------------------------------- ------------------------------------------------- ------ ------------------------------------------------- ------ -------------------------------------------------- Enclosed are the blue copies of the permits. SZN- ^EL`l, - aIL� BUILDIN INSPECTION DlVISIoN cc : FILE CITY OF ATLANTIC BEACH, FLORIDA s �.p��:••Y APPLICATION FOR LLECTRICAL P;RMIT j TO THE CHIEF ELECTRICAL INSPECTG(l: OATL. IM-68TANT NOTICE; i IN CONSIDERATION OF PERMIT.•ZIVEN FOR DOINU THE WORK AS DESCRIBED IN THE FOLLOWING, WE HEREBY AGREE TO PERFORM SAID WORK IN ACCORDANCE WITH THE ATTACHED PLANS AND SPECIF CATIONS, WHICH ARE A PART HEREOF, AND IN-ACCORDANCE WITH THE ELECTRICAL REGULATIONS, CODES AN9 CITY OF ATLANTIC BEACH ORDINANCES, �4:s ezF0-_-;r,-e,cq e_, lit- ' 1/G NAM;.._r S ADDRESS:_, Q�, - �l?d XAOAX�A SOX BLDG.SIZE BETWEEN: RES.(wr APT.( 1 COMM.( ) PWLIC( 1 INDUS.( 1 NEW( I OLD ( I REW. { AOOITION( ) TRAILER ( ) TEMP.(Vjol" SIGNS -S(X FT. SERVICE; NEW I/NCgEAiE( 1 REPAIR 11 FEE MUM I " MIO CM 189AKIR PHrjAQEWax w pR 6 j 1' �'� EX Z p w VOLT Y FEEDERS NO. SIZE NO, SIZE NO. SIZE LIGHTING OUTLETS CONCEALED OPEN TOTAL. RECEPTACLES CONCEAL D OPENTOTAL r -9-so-AMM SWITCH[• INCANpESCENT .. FLUORESCENT i M.V. rucso v n , APPLIANC96 AIR I BELL TRANSF. CONDITIONING COMP,MOTOR OTHBIR HIP.-RATING AMPS EIL HEAT: KW-HEAT MOTORS H.F. VOLTA Gfr PHS NO. VOLTAOf: P►1S LSC LLANE -TRANSF-RRMER ; UNDER 800 V 0 ER ' V CITY OF ATLANTIC BEACH, FLORIDA o ` l � A.��•••Y APPLICATION FOR ILECTRICAL P)IRMIT I TO THE CHIEF ELECTRICAL INSPECTt7(,; DATE.4pR.)e.. ..-....:.._ 692 t IMPORTANT NOTICM i IN CONSIDERATION OF PERMIT •!AVEN FOR DOING THE WORK AS DESCRIBED IN THE FOLLOWING, WE HEREBY AGREE TO PERFORM SAID WORK IN ACCORDANCE WITH THE ATTACHED PLANS AND SPECIFICATIONS, WHICH ARE A PART HEREOF, AND IN-ACCORDANCE WITH THE ELECTRICAL REGULATIONS, CODES AND CITY OF ATLANTIC BEACH ORDINANCES. NMNE X aLOG.$IZE �r pC� ,��' � 6ETWEEN: 4�v..��`2 - /e/2.j7�C' ,S REE~ AFT.( 1 COMM.( I PUBLIC( 1 INOUIL( 1 NEW( OLD ( 1 REW. I 1 ADDITION 1 ) TRAILER ( ) TEMP.I 1 SIGNS 1 1 Sa FT. URVICEt NEW(W INCREAU( I REPAIR ( I FEE memonI G �' :b LG GACEVY Ex z PH Wl VOLT ' flACE Y FEEDERS NO. 81ZH NO, SIZE NO. SIZE LIGHTING OUTLETS CONCEALEDF OPEN TOTAL. RECEPTACLES CONCEALED OPEN o.so�►a�, TOTAL SWITCHES INCANOEiCENT .. FLUOREIrCENT i M.V. FIxED — -- ' APPLIANCE• • ' AIR M.P.RATING ATING I BELL TRANSF. CONDITIONING COMP,MOTOR OTHER MOTORS AMPS EIL HEAT; KWNEAT 6.1 MOTORS H.P. VOLTAGE PH$ . N0. 1)l r. VOLTAGE PHS ISC LLANE TRA FO MER UNDER 800 V 0 ER V CITY OF ATLANTIC BEACH, FLORIDA AIPio+•►Y APPLICATION FOR ELECTRICAL. PARMIT I TO THE CHIEF ELECTRICAL INSPECT011; DATL. IMPORTANT NOTICE: i IN CONSIDERATION OF PERMIT •�)IVfEN FOR DOING THE WORK AS DESCRIBED IN THE FOLLOWING, WE HEREBY AGREE TO PERFORM SAID WORK IN ACCORDANCE WITH THE ATTACHED PLANS AND SPECIFICATIONS, WHICH ARE A PART HEREOF, AND IN-ACCORDANCE WITH THE ELECTRICAL REGULATIONS, CODES AND CITY OF ATLANTIC BEACH ORDINANCES, A21 NAME Ads / -',��,.;�c .S /C1U' ADDRE83:, ., RFD_80X_ BLOC.&IZE 1�4p -�' � � � BETWEEN: RES. AFT.( 1 COMM.( ) PUBLIC( ) INDUS.( 1 NEW OLE) ( I REW. ( ) ADDITION ( 1 TRAILER ( 1 TEMP.( ) SIGNS ( 1 SCI. FT. ' SERVICE: NEW(w____`INCREASE FEE� 1 REPAIR ( 1 1 d G. CO"PP9[Rj ALUM, J PH W[2�0 VOLT ��4&je�-' ACLWAy "NJ PI, w VOLT flACEWAY FEEDERS NO. 81ZH I NO. SIZE NO. SIZE LIGHTING OUTLETS CONCEALED OPEN TOTAL RECEPTACLES CONCEALED OPEN TOTAL SWITCH99 INCANDESCENT FLUORESCENT i M,V. frUxiDAml, _*vN APPLIANC96 AIR I BELL TRANSF. CONDITIONING COMP,MOT R O MER MOTORS AMPS EIL HEAT: KW.HEAT MOTORS H.P. VOLTAGE pH$ N0. 1 VOLTAGE PHS LSC LLANE TRA FORMER : UNDER 800 V OVER V NO, K Vw .,., ,r- BUILDING AND ZONING INSPECTION DIVISION CITY OF ATLANTIC BEACH ATLANTIC BEACH, FLORIDA 32233 APPLICATION FOR MECHANICAL PERMIT CALL-IN NUMBER IMPORTANT — Applicant to complete all items in sections I, II, III, and IV. I. Street Address: -�--�1 c J LOCATION h J OF Intersecting Streets: Between And BUILDING / Subdivision II. IDENTIFICATION — To be completed by all applicants . 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 Jacksonville ordinances and standards of good practice listed therein. Name of Mechanical c(;owan' s Heating & Air- Confraetors CoRtmefor (Print) 'Cond. Inc. Master CACO-18970 ' Nares of M-48 . Prelterty Owner Slinafure of Owner Signature of ar Ayfhe►ked Agent tecf or Engineer III. GORAL INFORMATION A": Typo of heating fuel: B. IS OTHER CONSTRUCTION BEING DONE ON Electric THIS BUILDING OR SITE CJ Sae--❑ LP ❑ Natural ❑ Central Utility IF YES, GIVE NUMBER OF NSTRUCTION ❑ ON PERMIT 13 Other — Specify IV. MRCHAN" EQUIPMENT TO SE INSTALLED NATURE OF WORK e (Previte complete list of components on back of this form) Residential or O 1 Commercial Heat ❑ Space ❑ Recessed .. Cenfrel O floorNew Building ;jAir Condifiening: ❑ Room enfrel Existing Building Duct System: Materia Thickn sisal_ Maximum tap.eity Replacement of existing system ew Installation(No system previously Installed) �b V e.f.m. Q Rehigerefion Extenslon or add-on to existing system O Other — Specify ❑ Carding fewer: Capacity 9.p-n. Q fire sprinklers: Number of heads [3 EkevaMr ❑ Menliff ❑ Escalator (number) THIS SPACE POR OFFICE USE ONLY Q ..Gasoline pump4 (number) (Req>)w+l p Tam (number) Remarks C)';°LPG cortfoiners (number) ` O Unfired pressure veswt PermO Approved by Date ❑ Eehan Q Other — Specify Permit fee LIST ALL EQUIPMENT AIR CONDITIONING AND REFRIGERATION EQUIPMENT p Number Units Description Model Number Manufacturer (TOM)r AAgency BUILDING AND ZONING INSPECTION DIVISION CITY OF ATLANTIC BEACH ATLANTIC BEACH, FLORIDA 32233 APPLICATION FOR MECHANICAL PERMIT CALL-IN NUMBER IMPORTANT — Applicant to complete all items in sections I, II, III, and IV. I. �b LOCATION Street Address: OF Intersecting Streets: Between_ 2_'eL�L' And d , BUILDING Sub-division �� ' Qel 11. IDENTIFICATION — To be completed by all applicants . 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 attac4d plans and specifications which are a part hereof and in accordance with the City of Jacksonville ordinances and standards of good practice listed therein. Name of Mechanical McGowan ' s Heating & Air— Contractors Contractor (Print) Conti. Inc . Master CACO-18970 Name of M-48 Property Owner Signature of Owner Signature of or Aythor'aed AgentArchitect or Engineer I te '*"� 111. GENERAL INFORMATION A. Ty of heating fuel: B. IS OTHER CONSTRUCTION BEING ONE ON C THIS BUILDING OR SITE? Q Gas—❑ LP ❑ Natural ❑ Central Utility IF YES, GIVE NUMBER OF CON RUCTION 7 Q Oil PERMIT i Q Other — Specify IV. MICHANWAL EQUIPMENT TO BE INSTALLED NATURE OF WORK e (Provide complete list of components on back of this form) Residential or ❑ Commercial Hut ❑ Space ❑ Recessed )11� Control O Floor New Building Air Conditioning: ❑ RoomCentro) p Existing Building Duct System: MotorieAThickness�► El of existing system Maximum capacityUU c{,m, New Installation(No system previously Installed) Q Refrigeration ElExtension or add-on to existing system • Q Cooling tower: Capacity 9-pin. El Other — Specify Q Fire sprinklers: Number of heed Q Elevator ❑ Menlift ❑ Escalator (number) THIS SPACE FOR OFFICE USE ONLY Q .Gasoline pumps (number) (Roplwd) Q Teaks (number) Remarks Q LPG contain elti_ (number) Q Unfired prmure vessel Q Ioilors Permit Approved by Dote b Other — Specify Permit Fee LIST ALL EQUIPMENT AIR CONDITIONING AND REFRIGERATION EQUIPMENT Cgad Number Units Description Model Number Manufacturer (-nns)y w� L o Roca Oicp�ifarr; w/ ,� � ., oso--, ! _ _ oa s I I � � �� i � a• iD i .I i-1ssn 1- tai; � � ( r, m i \ I --side,' of pc(t l;'V N .ti t � ist w � . I y 'I � I T r� � to i 'rrsJst s may`1i: .i _`� {/� ( j Fi D Z ! ! D i N I ' S f Z t � � 1 it CtTYA�D PF? VE { _G ATLANTIC SERC BUILDING orp CE APR 1999 { �r m Aipp >a �0V `° Cly OF AtLANTiC t� OD° ice OD AR 1 99 Hou, F4va I � 6 Feb-22-99 08: 16A P -01 City of Atlantic Beach UT500L * S E k V I C E O R D E R # CYCLE/ROUTE: 03 18 �►* T O B U I L 0 I N G D E P A R T M E N T ** CREW CODE: SVC ORDER NO. : 49879 SECTION: AS ATLANTIC BEACH ISSUE DATE: 2/19/99 LOCATION ID: 13712 CLASS: RESIDENTIAL i UNIT ISSUE TIME: 16: 24: 38 ADDRESS: 1302 FRANCIS AVENUE REQUEST DATE: 2/19/99 CITY: ATLANTIC BEACH USER ID: ELAVAKE DATE/TIME COMPLETED �2 MISCELLANEOUS COMMIE 7 / 1)S L21 --T NAME OF EMPLOYEE --------------------------------------------------_----------------------------- SERVICE/SEG: WA 000 WATER ----- C O M P L E T I G N I N F 0 R M A T 1 © N ----------------- DATE: Z 1 -Y 9 5 MISC CHARGE: AMT: ACTION: �if,,_r COMPLETION METHOD: SVC ORDER MAINTENANCE ELLEN LAVAKE PERMIT 017554 & 1117555—DUPLEX FOR 1302 & 1504 FRANCIS—ONLY PAID FOR 1 TAP & 1 METER BECAUSE CHRIS WALKER ADVISED THAT A TAP & METER ALREADY EXISTED AT 1502. ON 2/19/99 2 NEW METERS WERE SET AT THESE 2 ADDRESSES—QUESTIONED WHY IF ONE ALREADY EXISTED AT 1302—CHRIS SAID THAT TAP WAS TOO OLD TO USE & METER HAS BEEN GONE FROM THERE SINCE OLD STORE WAS TORN DOWN 12 YRS. AGO. PAT SAID SHE WILL ADVISE DON TO GET CUSTOMER TO PAY FOR ADDITIONAL TAP & METER. �� r FEB-18-99 THU 08 :36 AM PYRAMID MASONRY, INC. 904 7771630 P. 05 ur en qWW _. f a c s i m i l e To: aes &WAge tk). Company. Fax Number.' Business Phone., From: A Cut Above Tree Service Incorporated Fax Number +1 (904)221-7231 Business Phone: Home Phone: Pages: 2 Date/Time: 2117199 8:28:05 PM Subject Letter Please call when received both pages. FEE-18-99 THU 98 :37 AM PYRAMID MASONRY, IMC. 904 7771630 P. O6 To whom it may concern: The tree removed at 1502 and 1504 Frances Street in Atlantic Beach, Florida was a damaged Mulberry Tree. The tree stood approximateIN, 15 inches to 17 inches in diameter. Also the Mulberry tree had four stocks growing from the root, two of the stocks fell over and the other two stocks were hollow. The Mulberry tree removed at 1502 and 1504 Frances Street needed immediate removal before it caused daniage to anyone or their property. Sincerely. Your tree service -n m w Q I -4 0 VCR'NFZO FOR.- 4ATIONALQUALIY!OMES ?ROPFI?It'SH-CKN 4fREC" APP,14RS X'LjE W"--M F.;,W i4AZAAD zw AS SG:_£:' ;rqcAi Fz CIX .-NSURAMCf-RA,—r. JWAP rl-l? TW '9-.r 7tu� -�,c .s —, , A DA M-, !S SI-MW 4S A r--UqT-FSY G41--:-4N----'C-rS hW A :7EP?nCA;70p- ty 5AUE. TRI-STATE LAND SURVEYORS, INC 34f! SAYME.40-DOW6 WA'!' P-.OQ!OA J2256 94 S,• 7215 OD OD Q vC.--IALt) MNC�i- ;H.-:Sl,�hA7;PE A�Z '.W- ;?A.,SCC� SEA:. �r.4 FZOP.�-A X-FAiZED S.�dW A.1-0 AOO� F- OD ti PG U. ro m ..1 a a � 1 m r� h N M1 OD M1 m d fi m N T MAP SHOWING BOUNDARY SURVEY OF � z-,T�-.- -.,.>[r.•��..gn.,•e�l�t err�a'Y r:-nA PI RT+4E".�tK:EO HJ F'J+7 FH RDOM,9.<'.��_4��I KE CURRE'iT VU3Lti_RE C.CHO�•�:F Dl.'uk•COUK F'r.Ft.f R0.:H I ANG DESvN13EGASFGINF4Wi.•t':,OL7MF1•a CvBr.:?G=Sagtil' :S feYD F:JVWI4G NORTH ON EAST UNE TH;P.ECY:O FEET F.•A POINT GF SEOWANG OF_ti'1 111 H?RE S'CONY_:k=.TF:=NCE v.=STEPLY a.L'•..:Lti::'CSF UtST RC•'FCRTiE?GRhT<1 rHC.W✓A AS hO?TF.INE THE?ECf CM SAl;WT AF'; 37 FEr NCR-H I11:JTAMT p THERFzROM ANJL�'MJ N:W.THL'vC i.F�'IJE.iC k3A-_k:4tiAhN45 fi:#.'IC?P.•Jh: F 0(S'ANCE 0=ZZO d FEE i MORE )?LC i::TG T`tE:4E57 Unlc OF Pkm-K.FOAD Q V.;,D'.4h AS FRANCIS.AVENUE AS MCN:•E_IAB_StIEO'.4F--'-1 W-J.h7 JN;iAIC•R�AIi 1:• £ -.-2Af°FT NORTH{f PCIL'4-0' 3FC•1hNlM; THELE--,J-M ALOVC`H:•%EST LJUNDAAF`/0`;;Alp-.%0 FRAI.Clr,.A I:.1C 7V POINI. NEG,MNING�.h:'�Y^:GI 1^7 IS A.ISO KMCFit9, V`SUVTH AAUF CA-1.01 s SUPOI'+I�:tN Q�LOT i S AEOYE Q 11ENMONED ACC J?GING 10 SL•RVEY 0=_? V-FLL.INGTc.,, SJRVE'FC:R.-.h.)'Li-,-, F•t Ci'-Ul t.M'T 4 1S40 qJ' LESS AN;E%'..EFT PROPERTY CCW VfE k4 OFFICIAL R"'O^„5 tlOOH K!1.?AGF Q. •92 U-VAL 0.24TY.REC.'I.RCS s*D MORE FARTI_ULAR_Y OESCP BEDAS'-=ILC.T ' _ -HE GO,YV nVAYCE OF THE'..i:.S1EP.L` 1.^.OF'F�°JL_DYVING TF.A^.Y OF P,E1.L Z ES':ATET:AYi IVAR7Oz,C"T56Jhlh ERS SUI/C,YJISiDh,ACCOROUVG TO P,hT BODK 5,PA'sE 4.CURR-NT PU.',.•!C gECOROS OF CU•uAL CC.INTY,FLMIDA AND ►'� OESCR SED AS BEG!.`NNG AT T-IE;,OLlrt-.E aST CWHEP JF SA;J LCT 15 ANC 1 f- R Jh%iNG N7R7'-f pF EAS'LINE 7HEP,;i�F 7C FST FCR�JINT,'7f B=C'!iN1NG 4F I.OT Q � HERE9�CON'r`T'ED,7HiIrCE PKSTERLY 4.0A4;LMe'D`C+t-STRC Y rEHRER vRh�'T SHON AS NJRTI-LINE 711E-.EOF ON SAI::aCRT AND 30 REE..NCRTH DIS7A`!i W ' THE'?F=ROM At:C BCR4 NUH7H LINE OF-UB.!--ROAD KNC:hh A':DONME.?R•JA;1.R. DIS-.ANC-O^27A.5 FEST -HENCL NCRTH A DIS-AMCE O°64.-.E=T AV 91NCh°5. THEI---E EAS-UN FEET MORE CR LESS T O THE YvEST LINE 3F Ka At KNOWN AS FRANCIS AV'ENUF WHICH P:AhT ON SAID?LAD 13:<'4 m d t FEET 1,04TM 0.-PJQJT OF H:i1HNMG 7HL-M-'E SOUTH AL Vv;� -T.HE WES7 BJLNLARY ! OF&ArJ ROAC FP NCIS 9,'fNJE TO POW CF BEGINNING,AND%%"CH;S A.OW, r) j RN3'AH RS SO;••TF:HALF y'.0-1.SU901'✓ISION CF LC-'S AEDVE MEN7;;7h,G ACCOR`l't3 70.4.SURVEY G•' R NEL'RJ:TON FUR-w-.rJF„AN::VLA-CG-EO:AA*4 I � 191W. I � I N w w ! w � - a x 2 rX):pC) m 0 J � � M !O, (�' �J 3.?�k �' �( G• crUR laJ tiN 60 15• c"�JjN,p+BFR,a k � vt ty2 Gxr. 30"pjvg l J.0 I,�cA,� �h h O 00 co 91 v Z } w o O� o Q 'v Zy' � a iL m = c CER 77RED FOR; NA7tONAL OUALITY HOMCS F 0 o w THE PROPERTY SHOWN HEREON APPEARS TO LIE W 7HIN R-OGDHAZARD ZONF2:� AS SCALED FROM FLOOD co INSURANCE RATE MAP FOR 7HE CITY OF �,s �oTc ov , FLORIDA, DATED- -1-17-65 AND m 'J) IS SHO�i?1+ AS A COURTESY ONLY AND DOE'S Nor CONS TT TUTS' A CERMCA 77ON OF SAME. `' TRI-STATE"'1.7 l A 1 E LAND SURVEYORS V.L1 YO.RS INC. U. i 8411 BA YMEADOWS WAY SLIT TE f2, ./ACKSON UIL L E, FLORIDA 32256 (904) 731--7235 IXGrA D i l FEB-'2-99 FR 07 .28 AM PYRAMID MASCNRY. INC. 504 7771b,n t FEB-12-99 FRI 07 :23 AM PYRAMID MASONRY. INC. 904 7771630 P. 02 A CUT ADO VE TREE SER 97CE INCORPOiNT D (904) 2,2 I m723.i Dear Sir or Madam: I appreciate the few-minutes of your tinge that you are giving to me so that I can explain to you my expertise on this. situation. I have over ten years experience in the field and I think you might find this letter not only interesting but knowledgeable as well. A pine tree is a very hardy tree. The root system consists of a main taproot. A taproot is a root that goes straight do-vmi to the water table and that is uNfiat keeps the strength of the tree strong and prevents it front falling over. Off the taproot there are smaller feeder roots that groat-out of the main root and spread out under the ground. These :ceder roots also live off the taproot. Feeder roots are for bringing up nutr.ents to the tree and have little affect on stabilization. I would like to inform you that I did observe the pine tree at the address of 1502 and 1504 Frances Street on February 11. 1999. In conclusion, to the studies of the tree I can safely say the tree was not harmed in any Nvay from work done by Natio gal Quality Homes. My Best Regards, Gleai M. vis (Owner and tree surgeon) City of Atlantic Beach UT500L S E k V I C E 0 R D E R # CYCLE/ROUTE: 03 IS T 0 B U € L 0 1 N G D E P A R T M E N T ** CREW CODE: SVC ORDER NO. : 49879 SECTION: AB ATLANTIC BEACH ISSUE DATE: 2/19199 LOCATION ID: 15712 CLASS: RESIDENTIAL 1 UNIT ISSUE TIME: 16: 24: 38 ADDRESS: 1502 FRANCIS AVENUE REQUEST DATE: 2/19/99 CITY: ATLANTIC BEACH USER ID: ELAVAKE DATE/TIME COMPLETED MISCELLANEOUS COMME NAME OF EMPLOYEE -------------------------------------------------------------------------------- SERVICE/SEQ: WA 000 WATER ---------------- C 0 M P L E T 1 0 N I N F 0 R M A T 1 0 N ----------------- DATE: _/_/_ MISC CHARGE: AMT: ACTION: COMPLETION METHOD: SVC ORDER MAINTENANCE ELLEN LAVAKE PERMIT #17554 & #17555—DUPLEX FOR 1502 & 1504 FRANCIS—ONLY PAID FOR I TAP & I METER BECAUSE CHRIS WALKER ADVISED THAT A TAP & METER ALREADY EXISTED AT 1502. ON 2/19/99 2 NEW METERS WERE SET AT THESE 2 ADDRESSES—QUESTIONED WHY IF ONE ALREADY EXISTED AT 1502—CHRIS SAID THAT TAP WAS TOO OLD TO USE & METER HAS BEEN GONE FROM THERE SINCE OLD STORE WAS TORN DOWN 12 YRS. AGO. PAT SAID SHE WILL ADVISE DON TO GET CUSTOMER TO PAY FOR ADDITIONAL TAP & METER. CITY OF ATLANTIC BEACH APPLICATION FOR PLUMBING PERMIT JOB LOCATION: 1 ,5-0 Y F Ko t ci S 4 Ile,i",e- OWNER OF PROPERTY: `OMiNV 5 sh vr<-, C y��J TELEPHONE NO.96�- 2/-99'9K- PLUMBING 1'R9SYPLUMBING CONTRACTOR CONTRACTOR' S ADDRESS : 190K 5-33 STATE LICENSE NUMBER: L fC b�'9 2 rL TELEPHONE: HOW MANY OF THE FOLLOWING FIXTURES INSTALLED SINKS SHOWERS LAVATORY l WATER HEATERS Z BATH TUBS - DISHWASHERS URINALS -1 DISPOSALS CLOSETS �� WASHING MACHINE FLOOR DRAINS SHOWER PANS ( ' SEWER I WATER REPIPE OTHER TOTAL FIXTURES : x $3 . 50 + $15 . 003 MINIMUM PERMIT FEE - $25 .00 SIGNATURE OF OWNER: SIGNATURE OF CONTRACT C_&� ---------------- ------------------------------------------------ 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 SEWER CONNECTIONS MUST BE CALLED INTO PUBLIC WORKS FOR INSPECTION PRIOR TO COVERING UP - (904) 247-5834 CITY OF ATLANTIC BEACH APPLICATION FOR PLU!►OING PERMIT JOB LOCATION: ,5-D o0- OWNER OF PROPERTY: TELEPHONE NO�y5` a�qs PLUMBING CONTRACTOR StC,,,,AqyL CONTRACTOR' S ADDRESS : P. (,16,5.13 ar-C. 3a&SC -b S-33 STATE LICENSE NUMBER: o TELEPHONE: HOW MANY OF THE FOLLOWING FIXTURES INSTALLED SINKS SHOWERS 2- LAVATORY ` WATER HEATERS 2, BATH TUBS DISHWASHERS URINALS DISPOSALS CLOSETS f WASHING MACHINE FLOOR DRAINS SHOWER PANS 1 SEWER WATER REPIPE _OTHER TOTAL FIXTURES : �� x $3 .50 + $15 . 00 s3. � MINIMUM PERMIT FEE - $25.00 SIGNATURE OF OWNER: SIGNATURE OF CONTRACT ----------------------------------------------------------------- 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 SEWER CONNECTIONS MUST BE CALLED INTO PUBLIC WORKS FOR INSPECTION PRIOR TO COVERING UP - (904) 247-5834 �p O o G � co � A m C-1 d C, Geo Y 2 d � V 2 0 �G > A l � J sca 09-1 4 0 ,.�•� -1995 12:25PH FROM NATIONAL MORTGAGE EN 90A 288 5502 P- 1 DANIEL A. DUKES, PSM PROFESSIONAL SURVEYING AND MAPPING P.O. BOX 55 LAKE BUTLER, FLORIDA 32054 (904) 496-4410—PHONE (877)496-4411 —TOLL FREE FAX December.3, 1998 Atlantic Beach Building Department Fax Mail # 247-5877 Re: 'Part of tot 15 Donner's Subdivision Atlantic Beach, Florida 32233 To whom it may concern: I have inspected and surveyed the above referenced property. There are no trees located on this property. Sincerely((..�Daniel A. Dukes, PSM RU,44r.. ©EPAR'f#' FENTAT f • PIP I T IMPOROT: 4N ... _.. -_�» �,. ' " CSN ' _ ... erldt Number: 9 r54 A d Oii -i:' . 2 rH'p�iC�S "Mit Type: �yg��►}�+yQ�t3txL I 2 . #r Work:�k 8'1,t ,h•DU Or : } 'jD aellxx ; : SVMiva*ib'ra3gNIRR CoSt ` . 2,446.00 2,44:6.00, PER PLANS HAP 1-200 Apft,'CATION' MS . 4 �r�� 41-4.0 E + AS .;, At I�A�CT E'EN 410.00*4 , 1A� r �. 3N' • , «,�» "SAN_ 0. 30 . F ° � Im ' , ' .off Id� 0.00 Ito ee 42259 R9ti Ct3AiTICli,, ,C34 EC N, ' i�iPACTYMIP 0.t C1 ON T.; 0 Nth' 24 k r i� �3U LQ r MAT FttAL., RUBB��p + �B $ THJS 1NQI�it�!k?'u�♦T�rNOT B f"C' 1N t fBd.C ►f' ►C , MUST B t 17 Nt r I R�� hr ATLA ' EACHCg kC3i 1 r, r Dec-16-98 12:31P Harry McNally 904-247-5872 � P.01 Dec-16-96 11 :40A PRICE QUOTE APPLICATION FOR WATER AND/OR SEWER TAP APPLICANT" NAME .'f MAIUNG ADORESS� .12. L-Ky"ti PHONE NUMBER �' DATE / z ` J SERVICE REQUESTED �t �t SERVICE LOCATION OATS SET TO PUBLIC WORKS I z - - qi �J Qx' N� •�� + DATE RETURNED TO BUILDING DEPARTMENT PUBLIC WORKS DEPARTMENT PRICE QUOTE RESPONSE WATER- tA)C: cQem—�> Tu n1VII-VE 7-Al2 sEWER: EeD-L L OTHER_ t ri, _40__�s. PRICE QUOTE PREPARED BY:/J, ), �- g tune Tip DATE NOTIFIED OWNER CITY OF ATLANTIC BEACH PERMIT CALCULATION S:NEET Address C Da Heated Square Footage i�0� a yy. �c e_ s� Garace% Shed cd S c� r er Ca -ao= _%Fcrc: �Co a S � C�c Vie_ s, _ _ .'7 Z- o G TVT _ ",1 AA 'j J C R�maIning Va_ uc S per .:zousarLi oY gort_on taereu= TOTAL BU i LD I NG FEE * _i : Filing Few (,C) Fireciaces S15 . 0'. C — BUtLDl G PERMIT FEE WATER IMPACT FEL S! _ L1�C•c c SEWER IMPACT FEE S r 23 C.0c � :AP 7 1'Au _MIPF.0'VEMEN?' .3 SEWH.P. T^__ /;Cc) R?.DCN ( ;-T-,45' 0,- SECTION �SECTION H PAVING (.,ROSS CONNECTION S3 7. 0C;_- j).Cc) SURCHARG U T H-;:R 6� GRAND TOTAL DUE fir--,�— ADDITIONAL PERMITS OR FELL- : Mechanical Plumbing Electric./New Electric/Temp : SwimminaPooi Sa t1c Tanx w S _ P e. i ign Fin>> z Floor E: evation Survey Other CALCULATIONS and/ or NOTES : 1 600A-93 SN: 1234 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Residential Whole Building Performance Method A Project Name: DUPLEX whole building "2"units Builder: NATIONAL Address: Lot: , Subdiv:: , Platbook: Permitting Office:/47`4¢,N7-K_ j8,=7,4¢a4' City, State: swe,'j lis .IAL,<-- Permit Number: , -7 SS(l -s Owner: J�, k_ ( 3 ?�� 3 Jurisdiction Number: -2(,9/16 v Climate Zone: North 1. New construction or existing New - 11. Cooling systems 2. Single family or multi-family Multi-family - a. Central Unit Cap:24.0 kBtu/hr _ 3. Number of units,if multi-family 2 _ SEER: 10.00 _ 4. Is this a worst case? Yes _ b. Central Unit Cap:24.0 kBtu/hr _ 5. Conditioned floor area(W) 2400 ft' _ SEER: 10.00 _ 6. Glass area&type c. N/A _ a. Clear-single pane 0.0 ft' _ b. Clear-double pane 302.0 ft' _ 12. Heating systems C. Tint/other SC-single pane 0.0 ft' - a. Central Heat Pump Unit Cap:24.0 kBtu/hr _ d. Tint/other SC-double pane 0.011, _ HSPF:7.00 _ 7. Floor types b. Central Heat Pump Unit Cap:24.0 kl3tu/hr _ a. Slab-On-Grade Edge Insulation R=0.0, 100.0(p)11 _ HSPF:7.00 _ b. Slab-On-Grade Edge Insulation R=0.0, 100.0(p)ft _ c. N/A _ c. N/A 8. Wall types 13. Hot water systems a. Frame,Wood,Exterior R=11.0, 1218.0 ft' _ a. Electric Resistance Cap:50.0 gallons b.N/A _ EF:0.90 _. c. N/A _ b. Electric Resistance Cap:50.0 gallons _ d.N/A _ EF:0.90 _ e. N/A _ 14. Hot water conservation credits _ 9. Ceiling types (HR-Heat recovery,solar a. Under Attic R-30,0, 1200.0 I't2 _ DI-IP-Dedicated heat pump) b. Under Attic R=30.0, 1200.0 ft= _ 15. Infiltration practice(1,2,or 3) 2 - C. N/A _ 16. HVAC credits 10. Ducts (CF-Ceiling fan, a. Sup:Uncond. Ret:Cond. Sup.R=6.0,75.0 ft _ CV-Cross ventilation, b. Sup:Uncond. Ret:Cond. Sup.R=6.0,75.0 ft _ HF-Whole house fan, RB-Attic radiant barrier, MZ-C-Multizone cooling, MZ-H-Multizone heating) Glass/Floor Area. 0.13 Total as-built points: 49260.00 EPI = 99.9 Total base points: 49315.00 [I hereby certify that the plans and specifications covered Review of the plans and 4Ti sr9p j b this calculation are in compliance with the Florida specifications covered by thisFo Y Energy Code. calculation indicates compliance01 with the Florida Energy Code. PREPARED BY: _111,'e/� � Before construction is completed e c� a DATE: this building will be inspected for hereby certify that this b�ilsqllng is in compliance with the compliance with Section 553.908FloridaEnergy Code. Florida Statutes. oo WE, OWNER/AGENT: C- _ ZTZ BUILDING OF CIAL: DATE: '�- DATE: FAM 600A-93 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: Lot: , Subdiv: , Platbook: , , , ` PERMIT#: BASE AS-BUILT GLASS TYPES 15 X Conditioned X BSPM = Points Overhang Floor Area Type/SC Ornt Len Hgt Area X SPM X SOF = Points .15 2400.0 65.80 23688.0 Double, Clear E 1.5 6.0 72.0 79.70 0.87 5011.5 Double, Clear E 1.5 5.0 40.0 79.70 0.84 2677.9 Double, Clear NE 4.5 5.0 40.0 57.70 0.62 1422.4 Double, Clear N 1.5 5.0 60.0 38.30 0.86 1968.6 Double, Clear W 1.5 5.0 90.0 79.70 0.84 6025.3 As-Built Total: 302.0 17105.8 WALL TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Adajcent 0.0 0.0 0.0 Frame,Wood, Exterior 11.0 1218.0 1.70 2070.6 Exterior 1218.0 0.90 1096.2 Base Total: 1218.0 1096.2 As-Built Total: 1218.0 2070.6 DOOR TYPES Area X BSPM = Points Type Area X SPM = Points Adjacent 0.0 0.00 0.0 Exterior Insulated 40.0 4.10 164.0 Exterior 80.0 6.10 488.0 Exterior Insulated 40.0 4.10 164.0 Base Total: 80.0 488.0 As-Built Total: 80.0 328.0 CEILING TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Under Attic 2400.0 0.60 1440.0 Under Attic 30.0 1200.0 0.60 720.0 Under Attic 30.0 1200.0 0.60 720.0 Base Total: 2400.0 1440.0 As-Built Total: 2400.0 1440.0 FLOOR TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Slab 200.0(p) -37.0 -7400.0 Slab-On-Grade Edge Insulation 0.0 100.0(p) -41.20 -4120.0 Raised 0.0 0.00 0.0 Slab-On-Grade Edge Insulation 0.0 100.0(p) -41.20 -4120.0 Base Total: -7400.0 As-Built Total: -8240.0 1 INFILTRATION Area X BSPM = Points Type Area X SPM = Points 2400.0 8.00 19200.0 Practice#2 2400.0 8.00 19200.0 Summer Base Points: 38512.2 Summer As-Built Points: 31904.4 Total Summer X System = Cooling Total X Cap X Duct X System X Credit = Cooling Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points 38512.2 0.37 14249.5 31904.4 1.00 1.07 0.34 1.00 11651.2 FO RM"600A-93 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: Lot: , Subdiv: , Platbook: , , , PERMIT#: BASE AS-BUILT GLASS TYPES .15 X Conditioned X BWPM = Points Overhang Floor Area Type/SC Ornt Len Hgt Area X WPM X WOF = Points .15 2400.0 -10.60 -3816.0 Double, Clear E 1.5 6.0 72.0 -9.20 0.65 -432.8 Double,Clear E 1.5 5.0 40.0 -9.20 0.57 -208.5 Double, Clear NE 4.5 5.0 40.0 4.60 1.91 351.0 Double, Clear N 1.5 5.0 60.0 7.30 1.21 530.0 Double, Clear W 1.5 5.0 90.0 -9.20 0.57 -469.2 As-Built Total: 302.0 -229.5 WALL TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Adajcent 0.0 0.0 0.0 Frame,Wood, Exterior 11.0 1218.0 3.70 4506.6 Exterior 1218.0 2.20 2679.6 Base Total: 1218.0 2679.6 As-Built Total: 1218.0 4506.6 DOOR TYPES Area X BWPM = Points Type Area X WPM = Points Adjacent 0.0 0.00 0.0 Exterior Insulated 40.0 8.40 336.0 Exterior 80.0 12.30 984.0 Exterior Insulated 40.0 8.40 336.0 Base Total: 80.0 984.0 As-Built Total: 80.0 672.0 CEILING TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Under Attic 2400.0 1.20 2880.0 Under Attic 30.0 1200.0 1.20 1440.0 Under Attic 30.0 1200.0 1.20 1440.0 Base Total: 2400.0 2880.0 As-Built Total: 2400.0 2880.0 FLOOR TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Slab 200.0(p) 8.9 1780.0 Slab-On-Grade Edge Insulation 0.0 100.0(p) 18.80 1880.0 Raised 0.0 0.00 0.0 Slab-On-Grade Edge Insulation 0.0 100.0(p) 18.80 1880.0 Base Total: 1780.0 As-Built Total: 3760.0 INFILTRATION Area X BWPM = Points Type Area X WPM = Points 2400.0 7.40 17760.0 Practice#2 2400.0 7.40 17760.0 Winter Base Points: 22267.6 Winter As-Built Points: 29349.1 Total Winter X System = Heating Total X Cap X Duct X System X Credit = Heating Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points 22267.6 0.55 12247.2 29349.1 1.00 1.07 0.49 1.00 15298.0 FORM 60OA-93 WATER HEATING AND EPI SUMMARY Residential V1 hole Building Performance Method A - Details ADDRESS: Lot: , Subdiv: , Platbook: , , , PERMIT#: BASE AS-BUILT WATER HEATING Number of X Multiplier = Total Tank EF Number of X Tank X Multiplier X Credit = Total Bedrooms Volume Bedrooms Ratio Multiplier 6 3803.00 22818.0 50.0 0.90 6 0.50 3718.49 1.00 11155.5 50.0 0.90 6 0.50 3718.49 1.00 11155.5 As-Built Total: 22310.9 EPI SUMMARY BASE AS-BUILT Cooling + Heating + Hot Water = Total Cooling + Heating + Hot Water - Total Points Points Points Points Points Points Points Points 14249.5 12247.2 22818.0 49314.71 11651.2 15298.0 22310.9 49260.1 r EPI : 99.9 ORSFiE ST97�o�.n � a rr MoD W-, ENERGY PERFORMANCE LEVEL DISPLAY CARD For detailed information of the EPI rating number Lot: , Subdiv: , Platbook: or for any ITEM listed, ask your Builder for DCA Form 60OA-93 or Form 60OB-93 EPI= 99 9 0 10 20 30 40 50 60 70 80 90 100 excellent good acceptable The maximum allowable EPI is 100. The lower the EPI the more efficient the home. 111114181R_' . . . � . spin ITEM HOME VALUE Low Efficiency High Efficiency SINGL CLR DBL TINT WINDOWS................................................ Double Clear C � � —z---- INSULATION....................... .................... R-10 R-30 Ceiling R-Value............................. 30.0 f ---- ---- R-0R-7 Wall R-Value.............................. 11.0 I 1 -_ l-- I-__ R-0R-19 Floor R-Value.... 0.0 4--== AIR CONDITIONER................................... 10.0 SEER 17.0 SEER...................................................... 10.00 4 9.7 EER 16.0 HEATING SYSTEM.......... ...................... 6.8 HSPF 12.0 Electric HSPF.............. ....................... 7.00 WATER HEATER..................................... 0.88 0.96 Electric EF...................................... 0.90 I - 0.54 0.90 Gas EF........ N/A I A 1.0 5.0 SolarEF...................................... N/A T__ I OTHER FEATURES................................. ............................................................. I certify that these energy saving features required for the Florida Energy Code have been installed in this house. Builder Address: Signature: Date: City/Zip: Florida Energy Code for Baijaing construction-1993 Florida Department of Community Affairs FL-EPL CARD 93 SERIAL # 7116 * ResmanuJ (c) * 11-30-1998 WHOLE HOUSE HEAT GAIN / HEAT LOSS CALCULATION USING FLA/RES (c) DATA FILES (BASED ON A. C. C.A. MANUAL J - SEVENTH EDITION (c) 1986 by A.C.C.A. ) Project name DUPLEX 1200 sq ft Address . City/State Owner Builder NATIONAL HOMES HVAC contr. McGOWAN' S Cond Flr Area: 1200 SF * GLASS/SF RATIO = 13% * House Faces : East * Climatic Conditions & Design Conditions * ---------------------------------------------------------------------------- Geographical Location : Florida I Jacksonville ------------------------ ---------------------------------------------------- North Latitude / Elevation 30 Deg. / 24 Ft . Above Sea Level Outdoor Winter Dry Bulb 32 Deg. F Indoor Winter Dry Bulb 70 Deg. F Winter (Actual) Temp .Diff . 38 Deg. F Winter Temp. Diff . (wTd) 35 Deg. F Outdoor Summer Dry Bulb 94 Deg. F Outdoor Summer Wet Bulb 77 Deg. F Outdoor Summer Hum. Ratio Gr/Lb 114 Indoor Summer Relaltive Hum. 55% Indoor Summer Design Gr/Lb. 42 Indoor Summer Dry Bulb 75 Deg. F Summer Daily Range 19 Deg. F - M Summer (Actual) Temp.Diff . 19 Deg. F Summer (User Sel) Temp.Diff . (sTd) 20 Deg. F ---------------------- -- - --------- -------------------------------------- ---- * HEATING SUMMARY * NATIONAL.DAT * COOLING SUMMARY * SUBTOTAL 15474 . 25 STRUCTURE SENSIBLE 11520 . 97 MECH.VENT- 80 Cfm 1672 . 00 SENS. + MECH.VENT : 13192 . 97 TEMP.SWING @ 3 DEG. : 1 . 00 OCCUPANT/APPLIANCE 3000 . 00 DUCT LOSS 773 . 71 DUCT GAIN 1619 . 30 TOTAL LOSS/BTUH 16247 . 96 TOTAL SENSIBLE 17812 . 27 t TOTAL LATENT 5467 . 68 SENSIBLE + LATENT 23279 . 95 20% OVERSIZE FACTOR 3249 . 59 20% SENS.OVRSZE FTR: 3562 .45 ACTUAL + 20% OVERSIZE : 16192 . 97 SENS . + 20% OVERSIZE : 21374 . 72 HTG FTR = 37 . 8 CLG FTR = 22 . 7 CLG DESIGN CFM 785 . 37 * EQUIPMENT SELECTION EQT MANUF JANITROL CU MOD # CPKE24-1 AHU MOD # A30-05 HTG INP/BTUH HTG OUTP/BTUH AFUE/HSPF 7 TYPE HP SENSIBLE BTUH 18400 LATENT BTUH 5600 TTL CLG BTUH 24000 TONAGE 2 (S) EER 10 . 0 CLG CFM 1000 HTG CFM 1000 1 CITY OF ATLANTIC BEACH PERMIT CALCULATION SHEET Address 1S �j l�2 /`tOl-` C (_S Dat- t Z - ! I-- It Heated Sauare Footage /�od @ S r sg Garage/Shed @ $ per sa = S Ca::port/Porcr ,a S / Y"C'�-De_ sqZ- Deck L ra a per sem, = r_p C- j �', C a 7 = = a T0TA7 VA- JAT:Orq . 3'�? 3, ® 2 2' 5 3, e % Z Tctai valuation 1st S5� ova 07 Remaining Value S4. Der thousana or portion thereo'' TOTAL BiJILD1NG FEE S -76 - + Filing Fee (0) Fireplaces @ S15 , GC S C — BUILDING PERMIT FEE s_ . 017) WATER IMPACT FEE S 4,t0,CC SEWER IMPACT FEE S �[ 2 5—c.cc /( `h f T/F n .--- ► WATER METER;TA? Q 525700 r L rj CAPITAL 1MPROVEME1.4'T $ -7 .2-1— SEWER TA- S Pccl RADCN i I RS ) CCS;) 3 SECTION H 'PAVING Hr fZRAULIC SHARE; 3 CRCSS C0�{NECTICN Y) 00 SURCHARGE 005C OT,HEF. S GRAND TOTAL DUE ADDITIONAL PERMITS OR FEES : Mechanical Plumbing Electric/New Electric/Temp : Swimmingpool Sept:Lr Tank We'_ 1 ; Sign Finish Floor Elevation Survey Other CALCULATIONS and/ or NOTES : DEC-04-98 01 :53 PM NATIONAL 904 288 8501 P. 01 FAX TRANSMISSION DATE: /z - // a ATTENTION: CUM PANYj AbbiRESSi +9612 SUNbPAM CtMA DJUVt JACkSUNV1LLE, PL 52257 PIIUNL: (904)IAS-8500 VAX NUMBIRi (904) 285-8601 MAGES INCLUDING COVER SiIEE' -.wT,,, PRO* sUnJEcr: CUMMLNTS1 X CITY OF ATLANTIC BEACH Fixture Unit Worksheet for Water Impact Fee FIXTURE UNITS ARE ESTABLISHED AS TIME MEASUREMENT OF WATER DEMAND FOR EAC2 WATER FIXTURE UNIT INSTALLED AND CONNECTED TO THE CITY WATER SYSTE1. THE' WATER SUPPLY CHARGE IS HEREBY FIXED AT T'4ENTY DCLLARS PER FIXTURE UNIT CONNECTED TO THE CITY WATER SYSTE.,-i. Z BATHROOM GROUP CONSISTING OF SERVICE SINK TRAP STAND WATER CLOSET, LAVATORY & BATH (8) TUB OR SHOWER STALL (6) , L WATER CLOSET WATER CLOSET, TANX OPERATED (4) VALVE OPERATED (8) BATHTUB/SHOWER (2) % URINAL WALL LIP (4) SHOWE,Q GROUP PER HEAD (3) FLOOR DRAIN (1) SHOWER STALL DOMESTIC (2) LAUNDRY TRAY (2) LAVATORY (1) CCN.BINATION SINK AND TRAY (S) _WASHING MACHINE (3) ✓ POT, SCULLERY SINK (�) .DISHWASHER (2) WASH SINK EACH SET OF C' XITLSLV SINK (2) FAUCETS (2) _DENTAL LAVATORY (1) �[ITCHSIKT. WITS WAS= 3 I DE.NTAL UNIT OR CUSPIDOR (1) GRINDER (3) BIDET URINAL STALL, WASHOUT (4) l i FLUSHI14G RIM'S SINX (8) � COMBINATION SINK AND TRAY W17-H �wFOOD DISPOS. (4) URINAL, PEDESTAL, SYPHON JET U DRINKING FOUNTAIN (1/2) BLOWOUT (2) LAVATORY, BARBER/BEAUTY l ICE MAKER (1/2) r S/ SHOP (2) SURGEONS SINK (3) LAVATORY, SURGEONS (2) L JACUZZI (2) C URINAL STALL, WASHOUT (4) TOTAL FIXTURE UNITS 2�. ) $20.00 EACH JOB INFORMATION CITY OF ATLANTIC BEACH Fixture Unit Worksheet for Water Impact Fee FIXTURE UNITS ARE ESTABLISHED AS THE MEASUREMENT OF WATER OF-HAND FOR EACU WATER FIXTURE UNIT INSTALLED AND CONNECTED TO THE CITY WATER SYSTEM. THE� WATER SUPPLY CHARGE IS HEREBY FIXED AT TWENTY DOLLARS PER FIXTURE UNIT CONNECTED TO THE CITY WATER SYSTEM. Z BATHROOM GROUP CONSISTING OF SERVICE .SINK TRAP STAND WATER CLOSET. LAVATORY 6 BATH (8) TUB OR SHOWER STALL (6) 1 L WATER CLOSET WATER CLOSET, TANK OPERATED (4) VALVE OPERATED (8) BATHTUB/SHOWER (2) URINAL WALL LIP (4) SHOWER GROUP PER HEAD (3) FLOOR DRAIN (1) SHOWER STALL DOMESTIC (2) LAUNDRY TRAY (2) LAVATORY (1) COMBINATION SINK AND TRAY (3) WASHING MACHINE (3) � POT, SCULLERY SINK (4) DISHWASHER (2) 21 WASH SINK EACH SET OF Pn FAUCETS (2) V KITCHE'J SINK (Z) DENTAL LAVATORY (1) _Z_LITCSE3i SIKX WITH WASTE 73 DENTAL UNIT OR CUSPIDOR (1) GRINDER (3) BIDET (2) URINAL STALL, WASHOUT (4) FLUSHING RIM SINK. (8) COMBINATION SINK AND TRAY WITH FOOD DISPOS. (4) 4" URINAL, PEDESTAL. SYPHON JET DRINKING FOUNTAIN (1/2) BLOWOUT (2) LAVATORY, BARBER/BEAUTY ICE 'BAKER (1/2) r S SHOP (2) SURGEONS SINK (3) LAVATORY, SURGEONS (2) JACUZZI (2) URINAL STALL, WASHOUT (4) TOTAL FIXTURE UNITS ,. $20.00 EACH b L > 109 INFORMATION /_F0 clo' c-(J US TITLE&ESCROW OF North Flcrida,Inc N 94 a NOTICE OF COMMENCEMENT N Bk: 9071 Rg: 2122 — 2123 Doc# 96226655 Cn Permit No Filed & Recorded CL 09/16/98 10:55:22 A.M. Parcel I.D. No. 172143-0000 HENRY W. COOK V4 Parcel CIRCUIT COURT IN DUVAL COUNTY, FL 0 REC. $ 10,50 ► State of Florida County of Duval 0 THE UNDERSIGNED ht:eby gives notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida SI tutes, the following information is provided in this Notice of Commencement. 1. Description of Property: See Exhibit "A" attached hereto and by reference made a part hereof. ..gam 1510-1512 Francis Avenue, Jacksonville, FL 32, 2. General description of improvement: Single Family Residence 3. Owner Information (Name and Address) A. Tommy Lyles and Shirley Lyles 13925 Hunter Wood Road, Jacksonville, FL 32225 B. Interest in Property: Fee Simple C. Name and Address of Fee simple titleholder (if other than Owner): N/A 4. Contractor: A. National Medical Products Co., D/B/A National Quality Homes B: 6349 Beach Boulevard, Jacksonville, FL 32216 5. Surety A. Name and Address: Aone B. The amount of bond: N/A 6. Lender The Gordon Bank 1700 South 3rd Street, Jacksonville Beach, FL 32250 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.12(1)(a)7., Florida Statutes: NA 8. In addition to himself, Owner designates * to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes *The Gordon Bank, 1700 South 3rd Street, Jacksonville Beach, FL 32250 and U.S. Title & Escrow of North Florida, Inc. 11362-6 San Jose Boulevard, Jacksonville, FL 32223 9. Expiration date of notice of commencement (the expiration date is 1 year from the date of recording unless a different date is specified) t Tommy Lyl s Shirley Vs Book 9071 Pg 2123 EXHIBIT "A" Part of Lot 15, DONNER'S SUBDIVISION, according to a plat recorded in Plat Book 8, Page 4 of the current public records of Duval County, Florida and described as beginning at r Southeast corner of said Lot 15 and running North on East line thereof 30 feet for point of beginning of lot hereby conveyed; thence Westerly along line of Castroy Ferrer Grant shown as North line thereof on said Plat and 30 feet_North distant therefrom, and being North line of Public Road known as Donner Road, a distance of 220.8 feet more or less to west line of Public Road known as Francis Avenue as now established, which point on said road is 72.4 feet North of point of beginning; thence South along the west boundary of said road Francis Avenue to point of beginning, and which lot is also known as South half of Lot A subdivision of Lot 15 above mentioned according to a survey of L.R. Wellington, Surveyor, and plat dated May 4, 1940. Less and except property conveyed in Official Records Book 3679, Page 192, Duval County Records and more particularly described as follows: The Conveyance of the Westerly half (1/2) of the following tract of real estate to wit: Part of Lot 15, DONNER'S SUBDIVISION, according to Plat Book 6, Page 4, current public records of Duval County, Florida, and described as beginning at the Southeast corner of said Lot 15 and running North of East line thereof 30 feet for point of beginning of lot hereby conveyed; thence Westerly along- line of Castro y Ferrer Grant shown as North line thereof on said Plat and 30 feet North Distant therefrom, and being North line of public road known as Donner Road, a distance of 220.8 feet; thence North a distance of 62 feet and 9 inches; thence East 220 feet more or less to the West line of public road known as Francis r Avenue as now estai.lished, which point on said road is 72.4 feet North of Point of Beginning; thence Soy:�h along the West boundary of said road, Francis Avenue, to point of beginning, and which is along known as South half of Lot A, subdivision of Lot 15 above mentioned according to a survey of I.R. Wellington Surveyor, and plat dated May 4, 1940. r FEB-12-99 FRI 07 :22 AM PYRAMID MASONRY, INC. 904 7771630 P. 01 FAX TRANSMITTAL TO: FAX# �� [� FROM: CY> PHONE#01g3-q9 O I -/FAX-#=I-- IVZ� aSHEFTS INCLUDING COVER COMMENTS Luk DkL I b P1 - n� C-4 S -# - Eft} r 1 -1 `r SMALL RESIT- 'ITIAL INCOME PROPERTY APPr " -SAL REPORT -- ---- - File No,18C01980a Property-Address_1510-12-Francis Avenue= City Atlantic_Beach State FL Zip code 32233 Legal Desertion _Pt Lot 15, Dormers SlD,see attached addendum. County Duval Assessor's Parcel No._172143-0000 Tax Year.1997 R.E.Taxes$76.1.23 Special Assessments$ N/A Neighborhood or Project_Name Atlantic Beach Map Reference 556A-1 Census Tract 139.03 .. Borrower Tommy Lyles Current Owner-Tommy_Lyles_ _ _ Occupant i Owner _ Tenant X Vacant Property ri hts appraised Fee Simple Leasehold Project Type__ _U PUO- I Condominium HOA$ N/A /Ma Sales Pric@ 134 500 Date of Safe U/C _ _ Description a_nd$amount of loan_charg-es/concessions to be paid by seller N/A Lender(Client National Mortgage,_ _— Address 9612 Sunbeam Center Drive, Jacksonville, FL 32.256 A raiser Charlie Dou las Address 2143 Herschel Street Jacksonville FL 32204 Location ( I Urban XI Suburban �_f Rural Predominant Sin le fam ly housin Predominant 2-4 family ousin Single Family � qG 2-4 family Built up X Over 75% I,] 25.75% ❑ Under 25% Occupancy $(000) (yrs Occupancy $(000) (yrs Growth rate (_I Rapid X Stable ❑ Slow X Owner _45 _ Low New 1 -] Owner 45 Low New Property values I_I Increasing X Stable [� Declining _I Tenant 200+_ High 65+ X Tenant 180 High 40l.. Over 6 mos,_ I Vacant oyer5% tis 35 Demand/supply Shortage In balance ( j Over supply Xl Vacanti ) Predominant Vacant(0-5%) ;;: Predominant 9 PP Y (0.5%) � Typ call 2-4 family bldg.U Type2-4Ptex_ 3 6 mos. No.stories 1 or2 No.units 2-4 Age 15-25 yrs. Present Vacant(over 5%) use 25 9 - - - �- tland use°/° i Land use change Typical rents$400_ _ to$ 850 _ [ ] Increasing X Stable __� Declining i One family 62 ; Not likely Likely Est.neighborhood apt.vacancy_ <5 % U Increasing Xj Stable ( I Declining 2-4 family 15 i X In process to: Rent controls Yes No j _� Likely If yes or likely,describe N/A_ Multi-family 10 i Single Family&Multi __-_ i Commercial 10 i Family Residential (Vacnt ) 3 Note:Race and the racial composition of the neighborhood are not appraisal factors. Neighborhood boundaries and characteristics: West of Selva Marina Drive, South of NAS Mayport, East of the intra-coastal waterway, and North of Atlantic Blvd,in an established mainly_residential area. Dwellings in the area consistofsingle family residences, 2-4 family structures, multi-family&commercial buildings of average quality_and construction. Subjects_micro neighborhood is experiencing rejuvination. THIS IS A COMPLETE SUMMARY APPRAISAL REPORT. Factors that affect the marketability of the properties in the neighborhood(proximity to employment and amenities,employment stability,appeal to market,etc.): Neighborhood considered stable with below average vacancy rates. Location is convenient to employment centers, transportation routes, and all residential amenities. Proximity to schools,shopping churches and recreational facilities is considered average.Good rental history - -- --- - -- ---- _ - - - considered throughout Atlantic Beach due to proximity to Naval NAS Mayport. Employment levels appear to be stable. No rent controls are known to exist within the area. Many attached dwellings and owner occupied 2-4 family properties are in the supply of this market area. The subject is not considered to be an overimprovement. The following available listings represent the most current, similar, and proximate competitive properties to the subject property in the subject neighborhood. This analysis is in- tended to evaluate the Inventory currently on the market competing with the subject property in the subject neighborhood and recent price and marketing time trends affecting the sub- ject property. (Listings outside the subject neighborhood are not considered applicable). The listing comparables can be the rental or sale comparables If they are currently for sale. ITEM J- SUBJECT COMPARABLE LISTING NO.1 COMPARABLE LISTING NO.2 f COMPARABLE LISTING N0.3 -- -- 1510-12 Francis Avenue 1395-99 Violet Street 1306-08 Violet Street 1537-39 S.6th Avenue Address Atlantic.Beach m r Atlantic Beach, FL Atlantic Beach,_FL 1 Jacksonville Beach, FL Proximityto subject_ _ Apx.4 miles SW Apx.4 miles SW Apx 2.8 miles South Listing pace___ _ -__ $___ _N/A ® Unf, _DFurn._$ _85,000_ Unf_L] Furn. $ _ 87,000`X Unf. Furn. $ 125,000 Approximate GBA 2 418 1,916__ 1,800 1,800 Data source _ InspecUPubRec MLS/Public Records MLS/Public Records MLS/Public Records --�-- Units/Tot.rms./BR/BA ._ 2_:10 6 : 4 2_ 8 4 2_ 2 8 4 3 2 8 4 3 Approximate year built U/C-_ ___— 1985 1986 1986 Approx,days._on market__ N/A Apx 195 _-_ Apx 60_ _ __- Apx 300 Comparison of listings to subject property: _Listings 2&_3 are similar in appeal, location and rentable area. Listing_3-is distant but was the only reasonably similar dupiex available. Many_duplex's do not-fist. or sell through MLS_in this market area, which makes for scarce listing data. Listings 2&3 have 2 bedrooms 1.5 baths per unit._Listing_1 needs many repairs and being sold"as is". Market conditions that affect 2-4 family properties in the subject neighborhood (including the above neighborhood indicators of growth rate, property values, demand/supply, and marketing time) and the prevalence and Impact in the subject market area regarding loan discounts, interest buydowns and concessions, and identification of trends in listing prices,average days on market and any changeover past year,etc.: Current_market conditions for-2-4 family properties in Atlantic Beach are healthy and stable_Rents are above average when compared_directly with the greater Jacksonville market area. Many potential buyers are willing to buy a 2-4 family property and occupy 1_rental unit to achieve affordable housing. Marketing times for 2-4 family's are typically less than 6 months Market conditions are expected to remain at current levels into the forseeable future. Dimensions 70 x 110(tax_roll)subject to survey_ Topography Level at grade Site area 7,700+- Corner lot ] No N Yes Size Typical for the area --- -- ---- - -- - Specific zoning classification and description ARG-2/Residential_General-Multiple Family Shape Rectangular _ Zoning compliance N Legal [-] Legal nonconforming(Grandfathered use) j Illegal j No zoning Drainage Appears to be adequate u'-1--'—L_-I..----`_----.._�. F1 n---- � I_._t ....-. - 1 1 1 J b: -4 7 5 LOT T1 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT TOP CHORD 2x4 SP #2 N BOT CHORD 2x4 SP #i Dense 2 Complete Trusses Required = WEBS 2x4 SP #3 NAILING SCHEDULE: (0.131x3.0-gJlails) 100 MPH WIND. 15.00 FT MEAN HGT, SBCCI, TOP CHORD: 1 ROW @ 12" O.C. ENCLOSED BLDG, LOCATED ANYWHERE IN ROOF, BOT CHORD: 1 ROW @ 12" 0.c. WIND TC OL - 5.0 PSF, WIND SC DL - 5.0 PSF. WEBS : 1 ROW @ 4" o.c. USE EQUAL SPACING BETWEEN ROWS AND STAGGER NAILS A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. IN EACH ROW TO AVOID SPLITTING. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. RECOMMENDED CAMBER 3/4" AT MIDSPAN BETWEEN BEARINGS. #1 HIP DESIGNED TO SUPPORT 07-00-00 JACKS WITH NO WEBS. TRUSS HAS VERTICAL DEFLECTION OF 0.55" DUE TO LIVE LOAD AND 0.47" DUE TO DEAD LOAD AT X - 20-00-00. �-- 7 26 7 5 12 W5X7 4 X 4 K7 T ziI W1.5X3 1.5X3 m � 1QTW3X7(A1) 3X7(Al) 1„2 W 40' �2 40 2 7' 26' T 7' I 432# 432/ Rv-3048# U-1440# W«3"8 Rv-3048# U-1440# W-3"8 TAG = T15 SEQ = 65282 PLATE-WAVE TPI95 TPI-95 (STD) QTY= 2 PLIES= 2 TOTAL= 4 REV. 1B.2C4SCALE =0. 17 2 ALPINE ENGINEERED PRODUCTS. INC. TRUSSES REQUIRE EXTREME CARE 11 0/98 TC LL 20.0 PSF REF '*I MPO R T A N T**SMALL NOT BE RESPONSIBLE FOR ANYWARNING IN HANDLING. ERECTION AND n (\ DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN S T pn_ TC OL !'7 .O PSF DATE 11/30/98 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OST88 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE ` �s4 ALPINE CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM QUIPEMENTS. UNLESS OTHERWISE INDICATED. TOP 423 9 �� BC OL 10 .0 PSF DRWG 0 A446 OR 8 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD BC LL 0.0 PSF GE B CONNECTORS PER DRAWINGS 130. 150 C 16OA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING-- SEE S T 4 T E OT CONFORM W/APPLICABLE PROVISIONS OF NOS C TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/91) FOR P0.DPE0. L�A<OgtO�oa TOT•LD• 37.0 PSF 0/A LEN. 40 SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS 1 .25 IN ONLY. AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. cjsl�FD��fti OUR.FAC. •--TP - TR ATINSTITUTE. S - 9 NATIONAL DESIGNSPECIFICATIONF M NSTR TI N C�`� ]SPACING see above TYPE h i ps J b: 8-47 5 LOT T2 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT TOP CHORD 2x4 SP M2 N : T2. T3 2x4 SP 1'1 Dense: BOT CHORD 2x4 SP #1 Dense WEBS 2x4 SP M3 100 MPH WIND, 15.00 FT MEAN HGT, SBCCI, (A) 1X4 "T" BRACE. SAME GRADE AS WEB MEMBER. ATTACH WITH ENCLOSED BLDG, NOT LOCATED WITHIN 10.50 FT FROM ROOF EDGE. Bd NAILS @ 6" O.C. BRACING MATERIAL TO BE SUPPLIED BY WIND TC OL - 5.0 PSF, WIND BC OL - 5.0 PSF. ERECTION CONTRACTOR. RECOMMENDED CAMBER 3/8" AT MIDSPAN BETWEEN BEARINGS. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. �- —9 22 9 W5X5 4 5 T12 T 5 �W1.5X3 (A) (A) 1.5X3 W4X5(A2) 4X5(A2) 1"2 40' �-2 40 2 +{ Rv-1588# U-790# W-3"B Rv-1588# U-790# W-3"8 TAG = T2 SEG = 65J93 PLATE-WAVE TPI95 TPI-95 STD QTY= 2 PLIES- i TOTAL= 2 REV. 18.2c4 SCALE -0. 1772 ALPINE ENGINEERED PRODUCTS, INC. TRUSSES REQUIRE EXTREME CARE 11 30/98 TC LL 20.0 PSF REF )(*IMPORTANT)(*SHALL NOT BE RESPONSIBLE FOR ANY ARN I N G IN HANDLING. ERECTION AND n \ DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN T Qp, TC OL 7.0 PSF DATE 11/30/98 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH GST88 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING AE 23 BC M ALPINE CONNECTORS ARE MADE OF 2OGA GALV. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED, TOP 23 a BC OL 10 .0 PSF ORWG O A446 69 B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER TRUSS AND UNLESS OTIERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD BC LL 0.0 PSF GEB CONNECTORS PER DRAWINGS 130. 150 6 16OA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING-- SEE a*Are os„ CONFORM W/APPLICABLE PROVISIONS OF NOS C TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE 17/1/911 FOR PROPER "*"�OqlQ' TOT.LD. 37.0 PSF D/A LEN. 40 SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS G'l o�"r� OUR.FAC. 1 .25 IN ONLY, AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. a--TP - TRUSS PLATE N T T T NDLjj99l NATIONAL I N SPECIFICATION FOR WOOD CONSTRUCTION _.•cu SPACING 24.0" TYPE h i ps J O: (8-4725) LOT IT3 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT TOP CHORD 2x4 SP #2 N BOT CHORD 2x4 SP #1 Dense WEBS 2x4 SP #3 100 MPH WIND, 15.00 FT MEAN HGT, SBCCI, A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. ENCLOSED BLDG, NOT LOCATED WITHIN 10.50 FT FROM ROOF EDGE. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. WIND TC OL 5.0 PSF, WIND BC OL - 5.0 PSF. RECOMMENDED CAMBER 3/8" AT MIDSPAN BETWEEN BEARINGS. 11' 18' 11' W5X5 W X4 W X4 W5 5 T 12 T 5 W1.5X3 W1.5X3 v v W4X5(A2) W4X5(A2) 1"2 40' �-z 402' -{ Rv=1588# U-780# W-3"B AV-1588# U-780# W-3"8 TAG = T3 SEG = 65J98 PLATE-WAVE TPI95 TPI-95 STD QTY= 2 PLIES= 1 TOTAL= 2 REV. 18.2c4 SCALE =0. 1772 ALPINE ENGINEERED PRODUCTS, INC. TRUSSES REWIRE EXTREME CARE 11 30/98 TC LL 20.0 PSF REF It � )(*IMPORTANT**SHALL NOT BE RESPONSIBLE FOR ANYWARNING IN HANDLING, ERECTION ANp �7 ^ I\ DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN e� j pn_ TC OL / •0 PSF DATE 11/30/98 \\v��J-(AU\ FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH DST88 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE 10 .0 1 ALPINE CONNECTORS ARE MADE OF 2O6A GALV. STEEL MEETING ASTM UUIREMENTS. UNLESS OTHERWISE INDICATED. TOP A23 9� �� BC OL 1 0 .0 PSF ORWG O A4/6 GR 8 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD BC LL 0 .0 PSF GE B CONNECTORS PER DRAWINGS 130, 150 i 16OA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- BEE 3T A T E 0 F; TOT.LO. 37.0 PSF 0/A LEN. 4 0 CONFORM W/APPLICABLE PROVISIONS OF NOS 6 TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE P/1/91) FOR PROPER '. TOR IO a SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF TNIS �',/ �`'rr "o" OUR.FAC. 1 .25 IN ONLY, AND SMALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. s jpr,� f1 •--TP - TRUSS PLATE N T T T N NATIONAL I N SPECIFICATION FOR WOW CONSTRUCTION -acv CT`s SPACING 24.0TYPE h iPS b: 8-47 LOT TQ THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT TOP CHORD 2x4 SP #2 N BOT CHORD 2x4 SP 01 Dense WEBS 2x4 SP #3 100 MPH WIND, 15.00 FT MEAN HGT, SBCCI, A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. ENCLOSED BLDG, NOT LOCATED WITHIN 10.50 FT FROM ROOF EDGE. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. WIND TC OL 5.0 PSF, WIND BC OL = 5.0 PSF. RECOMMENDED CAMBER 1/4" AT MIDSPAN BETWEEN BEARINGS. E13' 14' 13' W5X6 T C6 12 T 5 L-_ W1.5X3 1.5X3 m m uT in 1= W4X5(A2) W4X5(A2) 40' �2 40 2 Rv-1588# U=780# W-3"8 RY=1588# U=780# W-3"8 TAG = T4 SEG = 65303 PLATE-WAVE TPI95 TPI-95 (STD) QTY= 2 PLIES= 1 TOTAL= 2 REV. IB.2c4 SCALE =0. 1772 ALPINE ENGINEERED PRODUCTS, INC, PUSSES REWIRE EXTREME CAPE 1 A Q0 9B TC LL 20 .0 PSF REF t IMPORTANT**SHALL NOT BE RESPONSIBLE FOR ANV ARNINGIN HANDLING, ERECTION AND 1v '7DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN CT TC OL / •O PSF DATE 11/30/96 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OST88 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING REO\\ ALPINE CONNECTORS ARE MADE OF 20GA 6ALY. STEEL MEETING ASTM WIREMENTS. UNLESS OTHERWISE INDICATED. TOP °t 42319 �� BC OL 10 .0 PSF DRWG A446 GR 8 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD BC LL 0.0 PSF GE B CONNECTORS PER DRAWINGS 130. 150 C 1SOA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING-- SEE s^T A T E's^ TOT.LO. 37.0 PSF 0/A LEN. 40 CONFORM M/APPLICABLE PROVISIONS OF NOS C TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/911 FOR PROPER L�*<oq to a SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS n',rs o`''e OUR.FAC. 1 .25 IN ONLY, AND SHALL NOT BE RELIEO UPON IN ANY OTHER WAY. OESION TO THE TRUSS ERECTION CONTRACTOR. ET,(jl s--TP " TR PLATE NATIONAL DESIGNSPECIFICATIONF M CONSTRUCTION SPACING 24.0" TYPE hips Job: 8-47 5 LOT T5 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT TOP CHORD 2x4 SP /1 N : T2 2x4 SP #2 N: BOT CHORD 2x4 SP #2 N - WEBS 2x4 SP #3 100 MPH WINO. 15.00 FT MEAN HGT, SBCCI, A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. ENCLOSED BLDG, NOT LOCATED WITHIN 8.50 FT FROM ROOF EDGE. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. WIND TC OL - 5.0 PSF, WIND BC OL - 5.0 PSF. (A) 2X6 "T" BRACE. SAME GRADE AS WEB MEMBER. ATTACH WITH 16d NAILS @ 4" O.C. BRACING MATERIAL TO BE SUPPLIED BY ERECTION CONTRACTOR. CONTRACTORS WARNING: THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. 15' -�- 10' 15' TW5X6 WI.SX3 W66 1 12 5 W1.5X3 3X6 r � in ica: W4X5(A2) 3X5(A1) 1"2 W2X5 m 39'0"B �2 40 -2' Rv-1545# U-7700 W-3"B Rv-1631# U-8100 W=4"15 TAG = T5 SEG = 65365 PLATE-WAVE TPI95 TPI-95 (STD) QTY= 2 PLIES= 1 TOTAL= 2 REV. 18.2c4 SCALE =0. 1772 ALPINE ENGINEERED PRODUCTS, INC. TRUSSES REWIRE EXTREME CARE 11 30198 TC LL 20 .0 PSF REF n� *IMPORTANT)(*SHALL NOT BE RESPONSIBLE FOR ANYWARNING IN HANDLING. ERECTION ANO A }\ DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN T Acs_ TC OL 7 .0 PSF DATE 11/30/98 FAILURE TO BUILD THE TRUSS IN CONFORMANCE NITN OSTBB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BgACING RE ��9 ALPINE CONNECTORS ARE NAGE OF 206A GALV. STEEL MEETING ASTM WIPEMENTS. UNLESS OTHERWISE INDICATED, TOP °t A2319� �'A BC DL 10.0 PSF DRUG A446 GR 8 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER TRUSS ANO UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD BC LL 0.0 PSF GE B CONNECTORS PER DRAWINGS 130. 150 C 1SOA-F, DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILJ-- SEE s T A TE os „CONFORM MlAPPLICABLE PROVISION$OF N05 C TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7(1/91) a �<OatO' a TOT.LD. 37 0 PSF Q�A LEN. 40 SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COOUR.FAC. 1 •25 IN ONLY. ANO SHALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONT■--TP • TR P AT N T T T N NAT A N P F AT N F W N TR CT`_ SPACING 24.0" TYPE hips Job: (8-4725) LOT T6 THIS_DWG._ PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT TOP CHORD 2x4 SP #2 N BOT CHORD 2x4 SP #1 Dense WEBS 2x4 SP #3 100 MPH WIND, 15.00 FT MEAN HGT, SBCCI, CONTRACTORS WARNING: ENCLOSED BLDG, NOT LOCATED WITHIN 8.50 FT FROM ROOF EDGE. THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS WIND TC OL - 5.0 PSF, WIND BC OL - 5.0 PSF. AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD, 17' W5X6 !6 5 --- 17' 12 W1.5X3 1.5X3 7 W3X5 3X5 in r. W1.5X3 3X5 i. v= W3X6(Af) 3X5(A1) �8,1,.2 W2X4 37'0"8 2'11'8 2 4v 2 Rv=1461# U-730# W-3"8 Rv=1715# U=860# Wa4"15 TAG = T6 SEG = 65357 PLATE-WAVE TPI95 TPI-95 STD GTY= 2 PLIES= 1 TOTAL= 2 REV. 18..20.0 2c4 SCALE =0. 1772 ALPINE ENGINEERED PRODUCTS. INC. TRUSSES REGUIRE EXTREME CARE 1 11,Q 0/96 TC LL C O.0 PSF RE F *IMPORTANT**SHALL NOT BE RESPONSIBLE FOR ANr WARNING IN HANDLING, ERECTION AND n j\ DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE 14I8-91 BY IPI. SEE THIS DESIGN T TC DL 7.0 PSF DATE 11/30/98 \��U\ FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTBB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE ure ALPINE CONNECTORS ARE MADE OF 200A GALV. STEEL MEETING ASTM DUIRENENTS. UNLESS OTHERWISE INDICATED, TOP 23 9, Ja BC OL 10 .0 PSF ORWG A446 GR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LV ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD BC LL 0.0 PSF GES CONNECTORS PER DRAWINGS 130. 150 C 16OA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING-- SEE a T A r E 0., , TOT.LD. 37.0 PSF DSA LEN, 40 CONFDRM W/APPLICABLE PROVISIONS OF NDS C SPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE 17/1/911 FOR PROPER SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS �'j �� o'�� OUR.FAC. 1 .25 IN ONLY, AND SHALL NOT BE RELIED UPON IN ANY OTHER MAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. -TPI - TRUSS PLAT T T NAT A N F AT F T r "T[U SPACING 24.0" ITYPE hips Job: -47 5 LOT T7 THIS OWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT TOP CHORD 2x4 SP 41 Dense : T3 2x4 SP #2 N: BOT CHORD 2x4 SP #1 Dense WEBS 2x4 SP #3 100 MPH WIND, 15.00 FT MEAN HGT, SBCCI, CONTRACTORS WARNING: ENCLOSED BLDG, NOT LOCATED WITHIN 8.50 FT FROM ROOF EDGE. THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS WIND TC OL - 5.0 PSF, WIND BC OL - 5.0 PSF. AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" D.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. I- 19 — 2 19 W5X6 X6 12 W1.5X3 1.5X3 5 p ". ;n W3X5 3X5 m m W1.5X3 W3X5 f0 Q=W3X6(Af) W3X5(A1) 8 1"2 kq W2X4 37'2" 2'10" �2 4v 2 Rv-1467# U-730# W-3"8 Rv-1709# U-850# W-4"15 PLATE-WAVE TPI95 TPI-95 (STD QTY= 2 PLIES= 1 TOTAL= 2 REV. 18.2c4 SCALE =0 1772 ALPINE ENGINEERED PRODUCTS, INC. TRUSSES REQUIRE EXTREME CARE 11 30/98 TC LL 20.0 PSF REF (�2 *IMPORTANT)(*SHALL NOT BE RESPONSIBLE FOR ANY WARNING IN HANDLING. ERECTION AND DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN c� T TC OL 7.0 PSF DATE 11/30/98 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH GST8B BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE vtc. O�\UPJ ALPINE CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM OIIREMENTS. UNLESS OTHERWISE INDICATED, TOP u��23�g� !� BC OL 10.0 PSF DRWG A445 GR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER T TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD BC LL 0.0 PSF GEB CONNECTORS PER DRAWINGS 130, 150 C 16OA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING--SEE a T ATE ox CONFORM W/APPLICABLE PROVISIONS OF NOS C TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/91) FOR PROPER TOT.LD. 37.0 PSF DSA LEN. 40 SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF TNIS 6 et wo�'�p� OUR.FAC. 1 .25 IN ONLY, AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY, I DESIGN TO THE TRUSS ERECTION CONTRACTOR, s t�1 � TP " TR AT N T T T N NAT AL P F AT F N Tq T SPACING 24.0" TYPE h i ps JO (8-4725) LOT T8 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT TOP CHORD 2x4 SP #2 N :T4 2x4 SP Y1 Dense: BOT CHORD 2x4 SP M1 Dense WEBS 2x4 SP #3 :At Wedge 2x6 SP M2 N: 100 MPH WIND, 15.00 FT MEAN HGT, SBCCI, (A) 1X4 N3 HEM-FIR OR BETTER CONTINUOUS LATERAL BRACING TO ENCLOSED BLDG, NOT LOCATED WITHIN 8.50 FT FROM ROOF EDGE. BE EQUALLY SPACED. ATTACH WITH (2) 8d NAILS. BRACING WIND TC OL - 5.0 PSF, WIND BC OL - 5.0 PSF. MATERIAL TO BE SUPPLIED AND ATTACHED AT BOTH ENDS TO A SUITABLE SUPPORT BY ERECTION CONTRACTOR. RECOMMENDED CAMBER 3/8" AT MIDSPAN BETWEEN BEARINGS. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. CONTRACTORS WARNING: THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. �-- 20' 20' ----� W5X6 W3X4 W3X4 12 5 C7 W3X5 3X5 50 m m W1.5X3 (A) (A) 1.5X3 m W3XB v W4X5(A2) W3X6(A1) �B' "2 T X 39'2" f2. 40' -2' Rv-1557# U-760# W-3"B Rv-16190 U-80011 W=4"15 TAG = T8 SEQ = 65339 PLATE-WAVE TPI95 TPI-95 STD QTY= 2 PLIES= 1 TOTAL= 2 REV. 18.2c4 SCALE 0. 1772 ALPINE ENGINEERED PRODUCTS, INC. TRUSSES REOUIRE EXTREME CARE 1140/9E3 TC LL 20 .0 PSF REF *IMPORTANT**SHALL NOT BE RESPONSIBLE FOR ANYARNING IN HANDLING. ERECTION AND n \ DEVIATION FROM THIS DESIGN DR THESE SPECIFICATIONS, OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN r� ` TC OL 7 .0 PSF DATE 11/30/96 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OST68 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE ALPINE CONNECTORS ARE MADE OF 200A GALV. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED. TOP A23Lg� lA BC. OL 10 •0 PSF DRWG A446 GR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER T TRUSS AND UNLESS OTHERWISE LOCATED ON THCH IS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD BC LL 0.0 PSF GES CONNECTORS PER DRAWINGS 130, 150 C 16OA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILIN9� j S T A r Eos CONFORM M/APPLICABLE PROVISIONS OF NOS 6 TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/91) FO -4"R.a♦ TOT.L0. 37.0 PSF OSA LEN. 40 SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY cj frT o" (�M� OUR.FAC. 1 .25 IN ONLY. AND SHALL NOT BE RELIED UPON IN ANY OTHER NAY. DESIGN TO THE TRUSS ERECTION CONTRA "--TP " TR P♦ INSTITUTE. NOS - 1991 NATIONAL N P F AT F W TR Tau SPACING 24.0" TYPE comn �1 b: -47 5 LOT T9 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT TOP CHORD 2x4 SP #R2 N BOT CHORD 2x4 SP #1 Dense - WEBS 2x4 SP #R3 100 MPH WIND, 15.00 FT MEAN HGT, SBCCI, (A) 1X4 M3 HEM-FIR OR BETTER CONTINUOUS LATERAL BRACING TO ENCLOSED BLDG, NOT LOCATED WITHIN 10.50 FT FROM ROOF EDGE. BE EQUALLY SPACED. ATTACH WITH (2) Bd NAILS. BRACING WIND TC DL - 5.0 PSF, WIND BC OL - 5.0 PSF. MATERIAL TO BE SUPPLIED AND ATTACHED AT BOTH ENDS TO A SUITABLE SUPPORT BY ERECTION CONTRACTOR. RECOMMENDED CAMBER 1/4" AT MIDSPAN BETWEEN BEARINGS. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. �- 20' 20' --—-f W5X6 W3X4 3X4 12 W3X5 3X5 DO W1.5X3 (A) (A) 1.5X3 m W4X5(A2) W4X5(A2) v= �8 1"z 40' �2 40 2 Rv-158B# U-770# W-3"8 Rv-1588= U-770# I W=3"B TAG = T9 SEQ 65344 PLATE-WAVE TPI95 TPI-95 (STD) QTY= 8 PLIES= i TOTAL= 8 REV. 18.2c4 SCALE =0. 1772 ALPINE ENGINEERED PRODUCTS, INC. TRUSSES REGUIRE EXTREME CAPE 1 13 0/9 8 TC LL 20 .0 PSF REF n� *IMPORTANT**SHALL NOT BE RESPONSIBLE FOR ANY WARNING IN HANDLING. ERECTION AND 0 ^ I\ DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE HIB-BS BY TPI. SEE THIS DESIGN T �Q TC DL 7 .0 PSF DATE 11/30/96 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTBB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE Ilk p ALPINE CONNECTORS ARE MAGE OF 20GA QALY. STEEL MEETING ASTM QUIREMENTS. UNLESS OTHERWISE INDICATED, TOP ��;23Sg'" Y�� BC OL 10 .0 PSF DRWG A446 GR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER T TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD BC LL 0.0 PSF GES CONNECTORS PER DRAWINGS 130, 150 C 16OA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING-- SEE a T A i E01 W CONFORM W(APPLICABLE PROVISIONS O' NDS S TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7(11411 FOR PROPER 'Q �.�+�<0gT0� TOT.LO. 37.0 PSF Q/A LEN. 40 SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS TCj err "p. OUR.FAC. 1 .25 IN ONLY, AND SHALL NOT BE RELIED UPON IN ANY OTHER NAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. s ET.fi'jS TPI - TRUSS P AT N T T T NATIONAL SI N SPECIFICATION FOR WOW CONSTRUCTliSPACING 24.0" TYPE comn JO -47 5 LOT J1 EJ THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT TOP CHORD 2x4 SP E2 N BOT CHORD 2x4 SP *2 N WEBS 2x4 SP N2 N 100 MPH WIND, 15.00 FT MEAN HGT, SBCCI, A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. ENCLOSED BLDG, NOT LOCATED WITHIN 8.50 FT FROM ROOF EDGE. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. WIND TC DL - 5.0 PSF, WIND BC OL - 5.0 PSF. THERE WERE 2 NAIL BEARINGS WITH A MAXIMUM REACTION OF 157.09. CONTRACTORS WARNING: THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. Rv=157f NAILED 11'0"6 m m m m 5 T W2 of &8'1"2 7'1"8 �2 7. Rv=399N U-240# W-3"8 Rv-70t U-2001 NAILED TAG = T14 SEG = 65369 PLATE-WAVE TPI95 TPI-95 (STD) QTY= 28 PLIES= 1 TOTAL= 28 REV, 18.2c4 SCALE -0.7740 AL S.ENGINEERED PRODUCTS. INC. TRUSSES REGUIRE EXTREME CARE 11 30/98 TC LL 20.0 PSF REF )(*IMPORTANT)(*SHALL NOT BE RESPONSIBLE FOR ANY A RN I NG IN HANDLING. ERECTION AND DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING, SEE HIB-91 BY TPI. SEE THIS DESIGN T pe, TC OL 7.0 PSF DATE 11/30/98 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH GSTBB BY TPS. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE '1F1e-'9 ALPINE CONNECTORS ARE MADE OF 2WA GALV. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED, TOP gZ3U !� BC OL 10.0 PSF DRWG A446 GR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER T 0 O PSF GEB TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD BC LL CONNECTORS PER DRAWINGS 130, 150 G 16OA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING --SEE 5 T A f E 01; TO T.LO. 37.O PSF O/A LEN. 7 CONFORM M/APPLICABLE PROVISIONS OF NOS G TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE l7/1/911 FOP PROPIR ^. <OR tO SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION, FURNISH A COPY OF TNIS 1 .25 IN ONLY, AND SHALL NOT BE RELIED WON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR, C1`rTn._�"�rl DUR.FAC. W--TP " TRUSSPLATE N T T T N NAT NA E -SPECIFICATIONF W N T T N SPACING 24.0" TYPE spec J -47 5 LOT J2 Ci --THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT TOP CHORD 2x4 SP #2 N BOT CHORD 2x4 SP #2 N WEBS 2x4 SP #2 N 100 MPH WIND, 15.00 FT MEAN HGT, SBCCI, A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. ENCLOSED BLDG, NOT LOCATED WITHIN 4.50 FT FROM ROOF EDGE. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. WIND TC DL - 5.0 PSF, WIND BC OL - 5.0 PSF. THERE WERE 2 NAIL BEARINGS WITH A MAXIMUM REACTION OF 99.64. CONTRACTORS WARNING: THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY, Rv-1000 NAILED 10'2"6 ry 12 N 5p W v1"2 5'1"8 2' 5' -� Rv=334# U-220# W=3"8 Rv-44# U=200# NAILED TAG = T11 SEG = 65373 PLATE-WAVE TPI95 TPI-95 (STD) GTY= 8 PLIES= 1 TOTAL= 8 REV. 18.2c4 SCALE =0.9735 ALPINE ENGINEERED PRODUCTS. INC. TRUSSES REGUIRE EXTREME CAPE 11 30!98 TC LL 20 .0 PSF REF **IMPORTANT**SHALL NOT BE RESPONSIBLE FOR ANYWARNING IN HANDLING, ERECTION AND ^ \ DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, 09 ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN S T T C OL 7 .0 PSF DATE 11/30/98 FAILURE TO WILD THE TRUSS IN CONFORMANCE WITH OST88 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE p vrc. �Y 10.0 1 ALPINE CONNECTORS ARE MADE OF 20SA GALV. STEEL M223 MEETING ASTM O1IiEMENTS. UNLESS OTHERWISE INDICATED, TOP °t AJ� BC DL 10•0 PSF DRWG O A446 GR 8 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER o TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD SC LL 0 .0 PSF GES CONNECTORS PER DRAWINGS 130, 150 C 160A-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING-- SEE °,�A T e�': TOT.LO. 37.0 PSF D/A LEN. 5 CONFORM W/APPLICABLE PROVISIONS OF NDS C TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE 17/1/911 FDR PROPER SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED WERE DRYWALL APPLICATION. FURNISH A COPY OF THIS1 ,25 IN ONLY. AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR, Cl`rTn._... OUR.F A C. TPI " TRUSS PLATEN T i T NOS - 1991 NATIONAL N SPECIFICATION FQRg2RLjRt%TA.%T �"�D t„_ SPACING 24.0" TYPE spec J b: -47 5 LOT J3 CJ THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT TOP CHORD 2x4 SP #2 N BOT CHORD 2x4 SP #2 N WEBS 2x4 SP #2 N 100 MPH WIND, 15.00 FT MEAN HGT, SBCCI, A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. ENCLOSED BLDG, NOT LOCATED WITHIN 4.50 FT FROM ROOF EDGE. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. WINO TC DL a 5.0 PSF, WIND BC OL - 5.0 PSF. THERE WERE 2 NAIL BEARINGS WITH A MAXIMUM REACTION OF 29,64. CONTRACTORS WARNING: THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. Rv=30# NAILED 9'4"6 12 5 J -'F W2X4(AS) Q B'1"2 --3'1"8 2' 3' Rv-282# U=210# W-3"B Rv-18# U=2000 NAILED TAG = T12 SEO = 65378 PLATE-WAVE TPI95 TPI-95 (STD) QTY= 8 PLIES= 1 TOTAL= 8 REV, 18.2c4 SCALE -1 .3116 ALPINE ENGINEERED PRODUCTS, INC. TRUSSES REWIRE EXTREME CARE 1 1 O/C10C7 TC LL 20 .0 PSF REF *I M P 0 R T ANT**SHALL NOT BE RESPONSIBLE FOR ANYWARNING IN HANDLING, ERECTION AND D n 1\ DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN c� T Pn_ TC OL 7.0 PSF DATE 11/30/98 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTBB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE O ``per"r�-r'�9 ALPINE CONNECTORS ARE MACE OF 20GA GALY. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED, TOP 12319° �� BC OL 10.0 PSF ORWG A446 OR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD SC LL 0.0 PSF GEB CONNECTORS PER DRAWINGS 130, 150 6 160A-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING--SEE S T A T E 0f e Ct. ONFORM N/APPLICABLE PROVISIONS OF NDS C TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE 17/1/91) FOR PROPER '° <Og o TOT.LO. 37.0 PSF B/A LEN. 3 SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS �'j ��rr OUR.FAC. 1 .25 IN ONLY, AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. -TPI . TR PLATE N T T T N NAT A NSPECIFICATIONF N CONSTRUCTION _"cu SPACING 24.0" ITYPF spec JO -47 LOT J4 CJ THIS DW . PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAY UT TOP CHORD 2x4 SP I2 N BOT CHORD 2x4 SP /2 N WEBS 2x4 SP #2 N AN UPLIFT REACTION OF -156(« OCCURRED ON A THERE WERE 2 NAIL BEARINGS WITH A MAXIMUM NON-WINO LOAD CASE. SPECIAL CONNECTION OR HANGER IS REQUIRED. REACTION OF 317.16. 100 MPH WIND, 15.00 FT MEAN HGT, SBCCI, CONTRACTORS WARNING: ENCLOSED BLDG, LOCATED ANYWHERE IN ROOF, THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS WIND TC OL - 5.0 PSF, WIND BC OL - 5.0 PSF. AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. 8'6"6 Q1 T W2X4(AS) 0) 12 5 C7 B'i"2 2' Rv-357N U=250! W=3"8 Rv-18N-157J-20MIL01LED PLATE-WAVE TPI95 TPI-95 (STD) QTY= 8 PLIES= 1 TOTAL= 8 REV. 18.2c4 SCALE -1 .9005 ALPINE ENGINEERED PRODUCTS, INC. TRUSSES REWIRE EXTREME CARE I I0I98 TC LL 20.0 PSF REF (�2 )(*IMPORTANT**SHALL NOT BE RESPONSIBLE FOR ANY WARNING IN HANDLING, ERECTION AND DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN c,1 TC DL 7.0 PSF OA TE 11/30/98 ^ \\Uv�ViAv\V FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTBB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE p iFIC ALPINE CONNECTORS ARE MADE OF ZOGA GALV. STEEL MEETING ASTN WIPEMENTS. UNLESS OTHERWISE INDICATED. TOP °A23 9� �� BC. OL 10.0 PSF DRWG A446 GR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER p TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD BC LL 0.0 PSF GEB CONNECTORS PER DRAWINGS 130, 150 C IGOA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING--SEE !TA T F oy W CONFORM W/APPL ICABLE PROVISIONS OF NOS 6 TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/911 FOR PROPER (ontOE TOT,L D. 37.0 PSF C�A LEN. 1 SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS �''j C+err 0' OUR.FAC. 1 .25 IN ONLY, AND SHALL NOT BE RELIED UPON IN ANY OTHER MAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. s/.n+-_ 1.f.1 �i TPI - TRUSSP ATINSTITUTE. T ADESIGNSPECIFICATION F M TP 7 "YGU G`- SPACING G4.0�� TYPE spec Job: -4 725 LOT J5 HJ THIS DWG. PREPARED FROM COMPUTER INPUT ILOAOS & DIMENSIONS SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP M2 N 100 MPH WIND, 15.00 FT MEAN HGT, SBCCI, BOT CHORD 2x4 SP 02 N ENCLOSED BLDG, LOCATED ANYWHERE IN ROOF, WEBS 2x4 SP 03 WINO TC DL - 5.0 PSF, WINO BC OL - 5.0 PSF. THERE WERE 2 NAIL BEARINGS WITH A MAXIMUM THIS HIPJACK IS DESIGNED TO SUPPORT A CORNER SET WITH 07-00-00 REACTION OF 320.62. SETBACK. CORNER JACKS HAVE NO WEBS. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. CONTRACTORS WARNING: MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. Rv=314#1 NAILED 46� 1�► 12'8"12 -� 11 0 9 W4X4 W1.5X4 N 12 (V m 3.54 p m m m W2X4(A1) 10'0"5 �-- 2'9"15 9'10"13 Rv-49141 U=340#1 W=4"15 Rv=321#1 U=270#1 NAILED DESC. = J5 HJ SEG = 65387 PLATE-WAVE TPI95 TPI-95 (STD) QTY= 4 PLIES= 1 TOTAL= 4 REV. 16.2c4 SCALE =0.5836 �1ALPINE ENGINEERED PRODUCTS. INC. TRUSSES REWIRE EXTREME CARE 11/30/98 TC LL 20.0 PSF REF (�(( *IMPORTANT**SHALL NOT BE RESPONSIBLE FOR ANYWARNING IN HANDLING. ERECTION AND DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN e� T Acs. TC OL 7 .0 P.SF DATE 11/30/9B FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OST88 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE ALPINE CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM WIREMENTS. UNLESS OTHERWISE INDICATED, TOP <23�,9� A BC OL 10 .0 PSF DRWG A446 GR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SMALL BE LATERALLY BRACED WITH PROPER 7 TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD BC LL 0 .0 PSF GEB CONNECTORS PER DRAWINGS 130, 150 6 160A-F, DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING --SEE S T A R e os CONFORM W/APPLICABLE PROVISIONS OF NHS C TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/91) FOR PROPER 4oR10' TOT.LO. 37.0 PSF O/A LEN. 91013 SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS •r�� e IN ONLY, AND SHALL W07 BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. jpi �,�jS —TPI • TRUSS PLATE NATIONAL DESIGNSPECIFICATIONF R M TR T _'cu SPACING see above TYPE spec FORM SOOA-93 SN: 1234 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Residential Whole Building Performance Method A Project Name: DUPLEX whole building "2"units Builder: NATIONAL Address: Lot: , Subdiv: , Platbook: Permitting Office: City, State: , %Slo-12 Permit Number: i Owner: ej ( 32Z-33 Jurisdiction Number: Climate Zone: North 1. New construction or existing New - 11. Cooling systems 2. Single family or multi-family Multi-family - a. Central Unit Cap:24.0 kBtu/hr - 3. Number of units,if multi-family 2 - SEER: 10.00 - 4. Is this a worst case? Yes - b. Central Unit Cap:24.0 kBtu/hr - 5. Conditioned floor area(ft2) 2400 112 - SEER: 10.00 6. Glass area&type c. N/A - a. Clear-single pane 0.0 ft2 - - b. Clear-double pane 302.0 ft2 - 12. Heating systems c. Tint/other SC-single pane 0.0 ft2 - a. Central Heat Pump Unit Cap:24.0 kBtu/hr - d. Tint/other SC-double pane 0.0 112 - HSPF:7.00 - 7. Floor types b. Central Heat Pump Unit Cap:24.0 kBtu/hr - a. Slab-On-Grade Edge Insulation R=0.0, 100.0(p)ft - HSPF:7.00 - b. Slab-On-Grade Edge Insulation R=0.0, 100.0(p)ft - c. N/A - c. N/A - - 8. Wall types 13. Hot water systems a. Frame,Wood,Exterior R=11.0,1218.0 ft2 - a. Electric Resistance Cap:50.0 gallons _ 90 b.N/A - EF:0. - c. N/A - b. Electric Resistance Cap:50.0 gallons - d.N/A - EF:0.90 - e. N/A - 14. Hot water conservation credits - 9. Ceiling types (HR-Heat recovery,solar a. Under Attic R=30.0, 1200.0 ft2 - DHP-Dedicated heat pump) b. Under Attic R=30.0,1200.0 W - 15. Infiltration practice(1,2,or 3) 2 - c. N/A - 16. HVAC credits - 10. Ducts (CF-Ceiling fan, a. Sup:Uncond. Ret:Cond. Sup.R=6.0,75.0 ft - CV-Cross ventilation, b. Sup:Uncond. Ret:Cond. Sup.R=6.0,75.0 ft - HF-Whole house fan, RB-Attic radiant barrier, MZ-C-Multizone cooling, MZ-H-Multizone heating) Glass/Floor Area: 0.13 Total as-built points: 49260.00 EPI = 99.9 Total base points: 49315.00 I hereby certify that the plans and specifications covered Review of the plans and Florida specifications covered b this o�TKE sTgT� by this calculation are in compliance with the =_ 0, Energy Code. calculation indicates compliance with the Florida Energy Code. PREPARED BY: i Before construction is completed � a DATE: O '-Ir' this building will be inspected for I hereby certify that thi4iing is in compliance with the compliance with Section 553.908 oD � Florida Energy Code. Florida Statutes. C�z C, OWNER/AGENT' BUILDING OFFICIAL: LDATE: DATE: - LL - 2 �" FORM 60OA-93 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: Lot: , Subdiv: , Platbook: , , , PERMIT#: BASE AS-BUILT GLASS TYPES .15 X Conditioned X BSPM = Points Overhang Floor Area Type/SC Ornt Len Hgt Area X SPM X SOF = Points .15 2400.0 65.80 23688.0 Double, Clear E 1.5 6.0 72.0 79.70 0.87 5011.5 Double, Clear E 1.5 5.0 40.0 79.70 0.84 2677.9 Double, Clear NE 4.5 5.0 40.0 57.70 0.62 1422.4 Double, Clear N 1.5 5.0 60.0 38.30 0.86 1968.6 Double, Clear W 1.5 5.0 90.0 79.70 0.84 6025.3 As-Built Total: 302.0 17105.8 WALL TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Adajcent 0.0 0.0 0.0 Frame,Wood, Exterior 11.0 1218.0 1.70 2070.6 Exterior 1218.0 0.90 1096.2 Base Total: 1218.0 1096.2 As-Built Total: 1218.0 2070.6 DOOR TYPES Area X BSPM = Points Type Area X SPM = Points Adjacent 0.0 0.00 0.0 Exterior Insulated 40.0 4.10 164.0 Exterior 80.0 6.10 488.0 Exterior Insulated 40.0 4.10 164.0 Base Total: 80.0 488.0 As-Built Total: 80.0 328.0 CEILING TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Under Attic 2400.0 0.60 1440.0 Under Attic 30.0 1200.0 0.60 720.0 Under Attic 30.0 1200.0 0.60 720.0 Base Total: 2400.0 1440.0 As-Built Total: 2400.0 1440.0 FLOOR TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Slab 200.0(p) -37.0 -7400.0 Slab-On-Grade Edge Insulation 0.0 100.0(p) -41.20 -4120.0 Raised 0.0 0.00 0.0 Slab-On-Grade Edge Insulation 0.0 100.0(p) -41.20 -4120.0 Base Total: -7400.0 As-Built Total: -8240.0 INFILTRATION Area X BSPM = Points Type Area X SPM = Points 2400.0 8.00 19200.0 Practice#2 2400.0 8.00 19200.0 Summer Base Points: 38512.2 Summer As-Built Points: 31904.4 Total Summer X System = Cooling Total X Cap X Duct X System X Credit = Cooling Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points 38512.2 0.37 14249.5 31904.4 1.00 1.07 0.34 1.00 11651.2 FORM 60OA-93 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: Lot: , Subdiw ,, Platbook: , , , PERMIT#: BASE AS-BUILT GLASS TYPES .15 X Conditioned X BWPM = Points Overhang Floor Area Type/SC Ornt Len Hgt Area X WPM X WOF = Points .15 2400.0 -10.60 -3816.0 Double,Clear E 1.5 6.0 72.0 -9.20 0.65 -432.8 Double, Clear E 1.5 5.0 40.0 -9.20 0.57 -208.5 Double,Clear NE 4.5 5.0 40.0 4.60 1.91 351.0 Double, Clear N 1.5 5.0 60.0 7.30 1.21 530.0 Double,Clear W 1.5 5.0 90.0 -9.20 0.57 -469.2 As-Built Total: 302.0 -229.5 WALL TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Adajcent 0.0 0.0 0.0 Frame,Wood, Exterior 11.0 1218.0 3.70 4506.6 Exterior 1218.0 2.20 2679.6 Base Total: 1218.0 2679.6 As-Built Total: 1218.0 4506.6 DOOR TYPES Area X BWPM = Points Type Area X WPM = Points Adjacent 0.0 0.00 0.0 Exterior Insulated 40.0 8.40 336.0 Exterior 80.0 12.30 984.0 Exterior Insulated 40.0 8.40 336.0 Base Total: 80.0 984.0 As-Built Total: 80.0 672.0 CEILING TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Under Attic 2400.0 1.20 2880.0 Under Attic 30.0 1200.0 1.20 1440.0 Under Attic 30.0 1200.0 1.20 1440.0 Base Total: 2400.0 2880.0 As-Built Total: 2400.0 2880.0 FLOOR TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Slab 200.0(p) 8.9 1780.0 Slab-On-Grade Edge Insulation 0.0 100.0(p) 18.80 1880.0 Raised 0.0 0.00 0.0 Slab-On-Grade Edge Insulation 0.0 100.0(p) 18.80 1880.0 Base Total: 1780.0 As-Built Total: 3760.0 INFILTRATION Area X BWPM = Points Type Area X WPM = Points 2400.0 7.40 17760.0 Practice#2 2400.0 7.40 17760.0 Winter Base Points: 22267.6 Winter As-Built Points: 29349.1 Total Winter X System = Heating Total X Cap X Duct X System X Credit = Heating Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points 22267.6 0.55 12247.2 29349.1 1.00 1.07 0.49 1.00 15298.0 FORM'600A-93 WATER HEATING AND EPI SUMMARY Residential Whole Building Performance Method A - Details ADDRESS: Lot: , Subdiv: , Platbook: , , , PERMIT#: BASE AS-BUILT WATER HEATING Number of X Multiplier = Total Tank EF Number of X Tank X Multiplier X Credit = Total Bedrooms Volume Bedrooms Ratio Multiplier 6 3803.00 22818.0 50.0 0.90 6 0.50 3718.49 1.00 11155.5 50.0 0.90 6 0.50 3718.49 1.00 11155.5 As-Built Total: 22310.9 EPI SUMMARY BASE AS-BUILT Cooling + Heating + Hot Water = Total Cooling + Heating + Hot Water = Total Points Points Points Points Points Points Points Points 14249.5 12247.2 22818.0 49314.7 11651.2 15298.0 22310.9 49260.1 EPI : 99.9 4Z11B S7. 9j�0� a4 unr ``"o A + o c0D WE Jam; ENERGY PERFORMANCE LEVEL DISPLAY CARD For detailed information of the EPI rating number Lot: , Subdiv: , Platbook: or for any ITEM listed, ask your Builder for DCA Form 60OA-93 or Form 60OB-93 6 Epi- 99.9 0 10 20 30 40 50 60 70 80 90 100 excellent good acceptable The maximum allowable EPI is 100. The lower the EPI the more efficient the home. • willill 11 ITEM HOME VALUE Low Efficiency High Efficiency SINGL CLR DBL TINT WINDOWS................................................ Double Clear INSULATION............................................ R-10 R-30 Ceiling R-Value............................. 30.0 R-0 R-7 Wall R-Value.............................. 11.0 R-0 R-19 Floor R-Value.............................. 0.0 AIR CONDITIONER................................... 10.0 SEER 17.0 SEER...................................................... 10.00 9.7 EER 16.0 HEATING SYSTEM................................... 6.8 HSPF 12.0 Electric HSPF........................................ 7.00 C�--- - WATER HEATER..................................... Electric EF...................................... 0.90 1 0.88 0.96 0.54 0.90 GasEF...................................... N/A _ 1.0 5.0 SolarEF...................................... N/A � OTHER FEATURES................................. ............................................................. I certify that these energy saving features required for the Florida Energy Code have been installed in this house. Builder Address: Signature: Date: City/Zip: Florida Energy Code for Building construction-1993 Florida Department of Community Affairs FL-EPL CARD 93 1 SERIAL # 7116 * ResmanuJ (c) * 11-30-1998 WHOLE HOUSE HEAT GAIN / HEAT LOSS CALCULATION USING FLA/RES (c) DATA FILES (BASED ON A.C.C.A. MANUAL J - SEVENTH EDITION (c) 1986 by A.C.C.A. ) Project name : DUPLEX 1200 sq ft Address : City/State : Owner : Builder : NATIONAL HOMES HVAC contr. : McGOWAN' S Cond Flr Area: 1200 SF * GLASS/SF RATIO = 130 * House Faces : East * Climatic Conditions & Design Conditions * ---------------------------------------------------------------------------- Geographical Location : Florida I Jacksonville ---------------------------------------------------------------------------- North Latitude / Elevation 30 Deg. / 24 Ft . Above Sea Level Outdoor Winter Dry Bulb 32 Deg. F Indoor Winter Dry Bulb 70 Deg. F Winter (Actual) Temp.Diff . 38 Deg. F Winter Temp. Diff . (wTd) 35 Deg. F Outdoor Summer Dry Bulb 94 Deg. F Outdoor Summer Wet Bulb 77 Deg. F Outdoor Summer Hum. Ratio Gr/Lb 114 Indoor Summer Relaltive Hum. 550-. Indoor Summer Design Gr/Lb. 42 Indoor Summer Dry Bulb 75 Deg. F Summer Daily Range 19 Deg. F - M Summer (Actual) Temp.Diff . 19 Deg. F Summer (User Sel) Temp.Diff . (sTd) 20 Deg. F ---------------------------------------------------------------------------- * HEATING SUMMARY * NATIONAL.DAT * COOLING SUMMARY * SUBTOTAL 15474 . 25 STRUCTURE SENSIBLE 11520 . 97 MECH.VENT- 80 Cfm 1672 . 00 SENS . + MECH.VENT : 13192 . 97 TEMP.SWING Q 3 DEG. : 1 . 00 OCCUPANT/APPLIANCE 3000 . 00 DUCT LOSS 773 . 71 DUCT GAIN 1619 . 30 TOTAL LOSS/BTUH 16247 . 96 TOTAL SENSIBLE 17812 . 27 TOTAL LATENT 5467 . 68 SENSIBLE + LATENT 23279 . 95 20% OVERSIZE FACTOR 3249 . 59 20% SENS .OVRSZE FTR: 3562 .45 ACTUAL + 20% OVERSIZE : 16192 . 97 SENS . + 20% OVERSIZE: 21374 . 72 HTG FTR = 37 . 8 CLG FTR = 22 . 7 CLG DESIGN CFM 785 . 37 * EQUIPMENT SELECTION EQT MANUF JANITROL CU MOD # CPKE24-1 AHU MOD # A30-05 HTG INP/BTUH HTG OUTP/BTUH AFUE/HSPF 7 TYPE HP SENSIBLE BTUH 18400 LATENT BTUH 5600 TTL CLG BTUH 24000 TONAGE 2 (S) EER 10 . 0 CLG CFM 1000 HTG CFM 1000