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Permit Folder 1089 Main St PERMIT WORKSHEET JOB ADDRESS Main TYPE WORK n/e u) PROPERTY OWNE TELEPHONE 7yy - C?7q`7 CONTRACTOR_ s,_ rn TELEPHONE _5CLrrt e PERMIT NUMBE -DATE ISSUED 'CL3> INSPECTIONS: FOOTING ► a'� SLAB TIE BEAM LINTEL NAILING/SHEATHING - -03 FRAMINGICOVER UP 2,a INSULATION FINAL BUILDING CERTIFICATE OF OCCUPANCY loj TREE PERMIT ISSUED?_ 1,9 / -IT N MBER ELECTRICAL PERMIT NUMBER O S - 0-5- 469 DATE COPY SENT TO JEA TEMPORARY POLE PERMIT NUMBER DATE COPY SENT TO JEA TEMPORARY POWER LETTER RECEIVED? YES NO INSPECTIONS: ROUGH ELECTRIC �'a•b 3 RELEASED TO JEA TEMP. POWER RELEASED TO JEA TEMP. POLE _ RELEASED TO JEA FINAL f 1 J MECHANICAL PERMIT NUMBER INSPECTIONS: ROUGH ,.,�-n FINAL `5 jZcr j C' PLUMBING PERMIT NUMBER 03 - 9-5 INSPECTIONS: ROUGHIUNDERSLAB 3 7 y Q� TOPOUT q,d WATERISEWER LJ- j'3 FINAL DRAINAGE INSPECTION POOL PERMIT NUMBER INSPECTIONS: STEEL FINAL ROOFING PERMIT NUMBER INSPECTIONS: NAILINGISHEATHING FINAL FAILED INSPECTIONS: DATE PD. DATE PD. 05/27/2003 09:43 9042466495 OMALLEY PAGE 02 MAP aHOWING BOUNDARY SURVEY OF age!O 1 BLOCK 185 +ACCORDING TO THE PLAT OF !Rir A U LAnT AS RECORDED IN PLAT BOOK 18 PADE(S) 34 �� CIIOCtmm To. PUBLIC RECORDS 4F DUVAL COUNTY, FLORIDA, OF THE CURRENT BETR FELIT7t NATIONAL TrTL,E l suR IDANCE COMPANY AND WATSON & OS&OXNE TITLE SERVICES, INC. cv H n WE%vr PLAZA tso' ��cHr of waY� 25�t acww nor P,vrsicA«r oPEa EY>Ta"/ call a76 1tw 06�ngr fmv? fof m.MAMWA)r 7W or MW lR3 f � A Ya4� t :9 1 �� as• I►► ............ Mar r A� 7g4g CO :q •� r F.F. ¢ (9J.Jgq� R>a 111Z, m �N� z ado :. 1xs• Car-Al ` a8. ^' �"•+4t7GSrdi. LQS� a5 ta' I 1D1.73'00 1/p` I LOT 2, BLOCK 185 f LOT 2 BLOCK 1S6' BEY `r 1.ANGLES ARE MCA FOR lays SURVEY A$$OCIATED SURVEYORS INC. - - Rm s Pm a I�I.000 zaac_.c,4 lANO R ENpNEERRNO SURVEYS 3.TMS IS AA 9lIRFACE R RMYY.O�FNLQY. TI£E aW OF M ` 1 3948 BLINDING E30ULEVARD 4. Mw.E 0. 511rilE AREAS tF ANY NOT j 1YgJ E, FLORIDA 32210 81THIS SURVEY SASE77 ON LEGAL D SOWTIONS FURM &4gD. THE PUaLr Q 9G4�77T'E468 ORDS WW NOT SEARCHED d1• S s y COn FICATE OF A RHORI7ATION NO. L8 OD05leaLjF_STs.REMCTKIN% TTHIS AK W OR SWYOPt FOR �E'�IC,ECOULD HE OTHER AIArlM OF RECW THAT AIT=TFS PARCEL.HEREBY CERTIFY THIS SU12VEY WAS DONE uNQER MYOTHMU STATS ALL IRON PIPES FDIIND NAVE NO CiHTIRP.ATION, LIPERVISION AN ►BEETS THE MlN%nN TECHNICAL1ANOARO5 PtfR LAND NG PUR CFE/1PTFR SET IRON P"OR OFI617— FLORIpA A 472F9FDUAID W pjR 49 P. AOIIR OF FUND cmmm p� OR►!DLE�,y P.R C,r�ppOprtlaw OF IO�FER%WW cumee C CH FLdtl FICATE NO 3771 qB OR ow 21 �T�Po�ragrtp�oyf�MnYUEr CFFRLES L- STARLING Uf {1�� ARc C -AIR CONIJUNNER •T.) = SAVE TIE FLORIDA CE GATE NO,4879 O.R L=DFMtAL REDM PDOK IS m VA064 MEM •A,. urtny Ou RAYMOND J. SCMACFEN FLOR$kM CERTIFICATE NO. DT32 V e MONKS P.EQ. -POE71.EOE�MENT GUY AND= 10@ N0. 337Tg,3�T62 .: DATE -20-2003 X% awom VNK EEIQe RSN SETNEEM �' " DRAFTER 11TA , a EAFGIRIC i PAD W—W 7FFNCE=�RIGGWYM ElE=AURIM C& R= C04CNANT3� RiS►AICf1ONs IDT VAUD WfiHOUT TME SIGNATURE ANO "Ir ORIGINAL RAISED 5tAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER Id WFJ92:0T EOEZ LZ 'FpW 6S9E ILL 1706 : 'ON XF1d QNI S2DA3f1 m Q 11:1I3ossw : WMIJ CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH FL 32233 C E R T I F I C A T E O F O C C U P A N C Y P E R M A N E N T Issue Date . . . . 5/28/03 Parcel Number . . . . . Property Address . . . 1089 MAIN ST Subdivision Name . ATLANTIC BEACH FL 32233 Legal Description . . Property Zoning . . . . TO BE UPDATED Owner . . . . . . . . . Contractor . . . . . . KEVIN W. BENNETT 904 744-0747 Application number 03-00025489 000 000 Description of Work SINGLE FAMILY RESIDENCE Construction type . . . TYPE VI Occupancy type . . . . Flood Zone . . . . . . ZONE X Approved . . . . . . . Building Offic al VOID UNLESS SIGNED BY BUILDING OFFICIAL CITY OF ATLANTIC BEACH } 800 SENIINOLE ROAD ?� ATLANTIC BEACH, FLORIDA 32233 INSPECTION PHONE LINE 247-5826 Application Number . . 03-00025489 Date 2/25/03 Property Address . . . . . . 1089 MAIN ST Tenant nbr, name NEW SFR 1934SCHG 1484RAD Application description . . . SINGLE FAMILY RESIDENCE Property Zoning . . . . . . TO BE UPDATED Application valuation . . . . 120000 Owner Contractor ------------------------ ------------------------ KEVIN W. BENNETT 4429 JIGGERMAST AVENUE JACKSONVILLE FL 32277 (904) 744-0747 ---------------- Structure Information ------------------------- Construction Type . . . . . TYPE VI ------------------------------------------------- Permit . . . . . . BUILDING PERMIT Additional desc . . Permit Fee . . . . 555 . 00 Plan Check Fee 277. 50 -----Issue Date . . . . Valuation 120000 ------------- ----------------------------- Other Fees . . . . . . . . . CITY RADON SURCHARGE ,37 CAPITAL IMPROVEMENT 325 . 00 ST CONSTRUCTION SURCHARGE 8 , 70 AB CONSTRUCTION SURCHARGE . 96 lC,{, SECTION H IMPACT FEE 1050 . 00 STATE RADON SURCHARGE 7 . 04 SEWER IMPACT FEES 1250 . 00 WATER IMPACT FEE 410 . 00 WATER CONNECT/METER ONLY 85 . 00 WATER CROSS CONNECTION 35 . 00 Fee summary Charged Paid Credited Due ---------- ---------- Permit Fee Total 555 . 00 555 . 00 Plan Check Total 277 . 50 277 . 50 . 00 . 00 Other Fee Total 3172 . 07 3172 . 07 . 00 . 00 Grand Total 4004 . 57 4004 . 57 . 00 . 00 BUILDING MATERIAL,RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER. "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS"ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. BUILDING OFFICIAL 1, FLOODPLAIN DEVELOPMENT INFORMATION Location:• �T— ► —��S, S rzC- ,, � 5�.47Z�.�lJ (�C . /:'L Type of Development: GNU(Z 0j G�/I Flood Zone: (\ Required Lowest Floor Elevation: �, Olf►' 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 1-36--o3 � ----_ Applicant's Signature - Department Use: Required Lowest Floor Elevation As Built Lowest Floor Elevation Survey Filed with Building Department tz/ Building Department Rep esentative 05/27/2003 09:43 9042466495 OMALLEY PAGE 01 i • ' • • 645 Mayport Rd„ Suite 1 Atlontic Beach, FL 32233 904-241-3141 John Joseph O'Malley 1-800-881-0234 President Fax:904246-6495 Licensed Real Estate Broker omalleylaxta)aol.com Date: Z 7 ?? To: Fax No. a2 Lf S From: Re: on 1 ffi Number Of Pages: _ (Including Cover Page) "rhe information contained in this facsimile(and/or the documents accompanying it)may contain confidential information.The information is intended only for the use of the individuals to whom it is addressed.If you are not the intended recipient,or the employees or agent responsible for delivering it to the recipient,you are hereby notified that any dissemination,distribution,copying or taking of any action in the reliance on the contents of this information is strictly prohibited.If you receive this facsimile in error, please notify us immediately." y CITY OF ATLANTIC BEACH V 800 SEMINOLE ROAD r jj ATLANTIC BEACH, FLORIDA 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 03-00025529 Date 2/13/03 Property Address . . . . 1089 MAIN ST Application description . . . TREE PERMIT Property Zoning . . . . . TO BE UPDATED Application valuation . . . . 0 Owner Contractor ------------------------ ------------------------ BENNETT, KEVIN OWNER 4429 JIGGERMAST AVENUE JACKSONVILLE FL 32277 (904) 744-0747 ---------------------------------------------------------------------------- Permit . . . . . . TREE PERMIT Additional desc . . Permit Fee . . . . . 00 Plan Check Fee . 00 Issue Date . . . . 2/13/03 Valuation . . . . 0 Expiration Date . . 8/12/03 ---------------------------------------------------------------------------- Special Notes and Comments REMOVE ONE 7" OAK AND TWO 8" OAKS TO BE MITIGATED WITH TWO 7" OAKS ON SITE, THAT THE OWNER RE-MARK THE TREES TO BE REMOVED AND THE TREES TO STAY; AND THAT THE OWNER ADD BARRICADES AT THE TREE DRIP LINE OF THE TREES TO STAY PRIOR TO REMOVAL OF TREES . Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total . 00 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total . 00 . 00 . 00 . 00 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. dam` BUILDING OFFICIAL RECE - CITY O ATLANTIC BEACHJAN 1 6 2003 T CR1v1UVAL APPLICATION BY: _ 9 �n��lications must be submi!tcd with seven (7) copies and received by 5 PM on the Friday ten (111i%111; Mrioi to the schcdule, meeting in order to be placed on thea endZ. \rCU�II'I_ I+,�I'E API'LIC.L_11ONS OR INACCURATELY iNIARKED SITES P1ZC�CI?S� I�:IJ. 04AS7- 0cr I`��rv� --_ - '`, �Z 3Z�,Z '-7 %off-7y" "-off 7 APPLICANT NAME DRESS TELEPHONE / AW S;-T—,4 ADDI; ;SS OI: LE DESCRIPTION OF TREE REM0VAL SITE "'OR PROPOSEi:'; REMOVAL: 1 !y/ . !-iAS THIS SITE BEEN TO THE TREE BOARD BEFORE? ❑ YES VNO ❑ NOTSURE ZONING: v"RhSIDENTIAL ❑ COMMERCIAI-. IS"I" '!•I"I-ES I'1 0P0SED FOI: RE1ti'10VAL: SPECIES DIAM111TEIZ DIAMETER Iti'IITIGATION INTERIOR EXTERIOR r-- 1 i r T-r,: 7r� I t_ Diameter at Breast Height (1).i3.IL) is measured at 4.5 feet above grade. To accurately determine �li:.�aeter, measure the trunk circumference and divide by 3.14. Diameter of multi-trunked trees is �?r trrtninc�! 1)ti, together fie di:3meter of each trunk as measured immediately above the ivr;cs. 1 / t'1 141 ih�lrl.}ltlt � •Or cls;cr•rrt111.�tf�rl �fitrt� _�----- `_ l i r�or at��l "terjor � L, 1 ��t'�� S3IR 1'I?�,rl� •,. dtcatin�r. 11 Location of tot)o�.pll b� Existing�Lnd prof ed s features such as hills c) Location of al] wic es. and .� low d) Tree specal•eas. ies an Digt's• ulleter_atr Breast ple1ght of Flees or f) Trees to be rev'd should be clear Trees to be p vcd or1_site for lY ln,�rked ��it more a h all �') Location, Si"',species nlltig t;on m i olucl u0sJad,m'g3 pJuo uorlunJasuoD oal i, TX 3,-() :SIS l a1uQ O-imuu9tS s,.taun�0 oluQ Z-S s� ,oildd xo��Q oli,NVIIIV dos IoNvNIa-do do Raoo -L�1I-11 dO SHONVNIG-dO aNd S3000 :'IgdollddV WH LO TIV aNV `NOI.Lo�.LOId 3j`�I,1, `II 3IOIIUV `�Z-dgLcrVHO 30 SNOISIA'O"U I7V N.LIA'1 A'IdWOo OI. 'Q',ISS1J02Id atfI .LOI�i Z�IIh1 SUIS GaX-HVW A lJ,LVUfjDDVNj U0 SI�IOLL��.I�l dd`� '1 L�d�IdI�iU�1vII -6 � 10'I 0111 &nIVO1Pui wwd Jo saes Xq poxxciu oq lsnui s.Tou.io,) Xj.;,)doJd luoij •adul .�o luiud `�ui��utl aII'lg g3iM paxzuuz oq ,LSnLOI u0lau2Tj!tu Jc�I oafs-uo aq 01 snarl JI (q adt�1 Jo 1uird Tur545uU Q 4—N Xq a11s-uo pa'J> uT aq J SIIIAI ICI 011131 301 p�;iihiapi sacra ti�� (� �S.i � 3IV�I2II11O�I?i �.LIS-N�) S •palou �UTpuoT.iiuq gatM oils-uo pa,uosaJd iq o1 saa.rl jo uoTIno-I (I •alquoilddu su sauaurasua puu sai1i1!1n jo uotluoo-j (TI B 111ink p0�jiraui saazl luatuoauido.r mau p0sodo.rd Xim,jo sajoads pini azls `uoilroo-I (� j ]„ s1a�0u.iq g11n� Pa;lJuui -,)q 1snui uopu0iaiui JoI alis-uo panJasasd aq o1 saaJJ (I '<<X„ tic g1Th% payzuui /j.ivala aq ptnogs o1 saoa t_ (a ,nazis pin sa»ads aa.il (p aaour ro sag0ul xis3o 1g'TaH IsrO.Tg ar. .ralaumia T11in" saa.il 11r,.Io uoilu')o-I . .sa.rnaomis pasodo.id puu �urlsix-q (q sua.Tu not ptre slltTi su gons Jo uotlu0o7 (r :'ir�lt;alpul ,�.�f;12LfIS 1�RIIJi��''Id '�Li.IS 'L s�uor ro��alxa pur. .ioualui Jo I P SHOINING1 BOUNDARY & TREE SURVEY OF LOT 1 BLOCK 185 ACCORDING TO THE PLAT OF IEC'71 N "'W"' ATLA [1TEC BEACH AS RECORDED IN PLAT 1300K 18 , PAGE(S) 34 OF THE CURRENT PUBLIC RECORDS OF' DUVAL COUNTY, FLORIDA. KEVIN BENNETT. tcJ� --(5U RIGHT—OF WA Y� 25.1 OPEA! / N07- Pf i'YS/CAL L.Y OPEN PPROXIMA IF TAS' OF BANK D/TCtI 10z' (� 101. (M) �1"i�EBAFi'l _ t 112"REBAR 'i ss oc.SUF'. _ APPROXIMA TF TOP OF BANK ASSOC.SUR. L-8.5488 MANHOLE fl' 0 7 1� 2't ti OAK 9 ® B PINE OAK 9" f < 8 OAK 0 3"0 2. OAKS OAK ® 17" 5" t�J(y, �(� AK 7 0 �" 7" OAK (o 2 5- OAK OA OAK 3. t0 X.OAK 8" OAK OAKS OAK OAK fr OAK 2»® �� ti OyAII4-OAK OAK v ® OAK V <)A Pl OAK 2" j� " APLE 3" � O Ci C) a 9�� 5Ac 4" OAK BAY® 0.7' o m f I OAK OAK, 0 K 6" OA 0 h j� OAK OAK OAK 14 F- 1 OAK �" $" 7"'f � OAK n 5» o 0 K OAK �AY A BA*)(4" 0 J OAK t� 6» AK BAY 0®K ^®OAK AK �4"� 8" V A C A N 0 T mc. 6" ® 90�SOX 3"® OAK \ 5 2" ELECiTIC �� @ OAK ® OAK �` 1..3' 1/2" 6\,)g OAK OAK 3" OAK 5" 4. 1/2" OAK OAK 101.73' (bO 102' (R) LOT 2, BLOCK 185 I LOT 2 BLOCK 186 J ` ii 1. AN(�LES ARE SHOWN FOR THISGANEIEY.RAL WOTESs � 2.THE PROPERTY THUS SHOWN HEREON LIES WITHIN FLOOD ZONE X AS BEST MINUTES OF TREE CONSERVATION BOARD February 12, 2003 A regular meeting of the Tree Conservation Board was held Wednesday, February 12, 2003, at Adele Grage Community Center. Present were Chair Barbara Mears, Tom Hill, Bill Permenter, Maureen Shaughnessy, City Commissioner Paul Parsons, Building Official Don Ford and Susan Dunham, 1. Call to Order The meeting was called to order at 7:02 p.m. 2-Recognition of Visitors Chair Mears introduced new Tree Conservation Board member Tom Hill, 3. Election of Officials The Board moved this item to the end of the Agenda. 4. Approval of Minutes of Meetings of January 22 2003 A motion was made by Board Member Permenter, seconded by Board Member Shaughnessy, and unanimously carried to approve the Minutes of the Tree Conservation Board meeting of January 22,2003. 5. Old Business i 358 19th Street: Discussion was held with regard to mitigation for 358 19`" Street. A motion was made by Board Member Permenter, seconded by Board Member Shaughnessy, and unanimously carried to send a letter to Coppenbarger homes reiterating the mitigation parameters. A. Tree Removal Application Form: Moved to the end of New Business. b. New Business A. Tree Removal Applications: 1) Lot 1,Block 185, Section H: Chair Mears advised that she found the survey to be accurate but was concerned that the trees on the site had contradicting markings. Building Official Ford adviscd that he would contact the applicant to advise him to barricade the trees prior to clearing the lot. Board Member Hill suggested that the applicant re-mark the site. A motion was made by Board Member Permenter, seconded by Board Member Shaughnessy, and unanimously carried that the Building Official issue a permit for the removal of one 7" oak and two 8" oaks to be mitigated with two 7" oaks on site; that the owner re-mark the trees to be removed and the trees to stay; and that barricades be constructed at the tree line prior to removal of trees. B. Proposed List of City-Approved Arborists: Deferred until the next meeting. C. Rejecting Inaccurate Surveys: Discussion was held with regard to rejecting inaccurate surveys and the definition of an inaccurate survey. Suggestions for the definition of an inaccurate survey were: 1)protected trees not shown on survey; and 2)trees marked inaccurately on site. CITY OF ATLANTIC BEACH PERMIT CALCULATION SHEET Date: v? Address l a 09� S7-- Heated 7-Heated Square Footage @ $ per sq ft = $ Garage/ Shed S�� @$ per sq ft= $ Carport/Porch @ $ J�-per sq ft = $ Deck @ $ K A per sq ft = $ �i Patio $ r) per sq ft = $ TOTAL VALUATION: Total Valuation 1St $ Remaining Value $ . per thousand or portion thereof CONSTRUCTION TYPE: TOTAL BUILDING FEE $ ZONING: A6 - ( + 1/2 Filing Fee $ FLOOD ZONE: _ < (i) Fireplaces @ $35.00 $ 3J IMPERVIOUS SURFACE: BUILDING PERMIT FEE $ WATER IMPACT FEE $ A/l 6 SEWER IMPACT FEE $ i Z JCC WATER METER/TAP $ CAPITAL IMPROVEMENT$ 2 SEWER TAP $ d — C V'(8�'RADON HRS .0050 $ SECTION H PAVING(70) $ CROSS CONNECTION $ 3 .S STV?3y) SURCHARGE $ OTHER $ GRAND TOTAL DUE: $ 1/13/03 .�� CITY OF ATLANTIC BEACH a` 800 SENIINOLE ROAD r} ATLANTIC BEACH,FLORIDA 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 03-00025777 Date 3/31/03 Property Address . . . . . . 1089 MAIN ST Tenant nbr, name . . . . . . REPLACE HVAC Application description . . . MECHANICAL ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 Owner Contractor ------------------------ ------------------------ BYRD, TERRY AIR FLOW DESIGNS, INC. 1089 MAIN ST 5615 ST.AUGUSTINE ROAD ATLANTIC BEACH FL 32233 JACKSONVILLE FL 32207 ---------------------------------------------------------------------------- Permit . . . . . . MECHANICAL PERMIT Additional desc . . Permit Fee . . . . 79 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 79 . 00 79 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 79 . 00 79 . 00 . 00 . 00 BUILDING MATERIAL,RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER. "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS"ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. BUILDING OFFICIAL BUILDING AND ZONING INSPECTION DIVISION CITY OF ATLANTIC BEACH ATLANTIC BEACH, FLORIDA 32233 APPLICATION FOR MECHANICAL PERMIT IMPORTANT—Applicant to comet te all items in sections I, II, III, and IV. I. Street Address: 1061 flizon LOCATION OF Intersecting Streets:Between And BUILDING Sub-division t'.vt]C o 1 cj II. INDENTIFICATION—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 Atlantic Beach ordinances and standards of good practice listed therein. Name of Mechanical "'j p Contractors Contractor(Print) 1 L' r Master ' Name of Property Owner /(— Signature of Owner Signature of Or Authorized Agent Architect or Engineer III. GENERAL INFORMATION A Type of heating fuel: B. ,,,Q�Electric IS OTHER CONSTRUCTION BE G DONE ON THIS ❑ Gas: _LP _Natural _Central Utility BUILDING OR SITE? C' ❑ Oil ❑ Other-Specify IF YES,GIVE N�GOC NST G PERMIT IV. MECHANICAL EQUIPMENT TO BE �ATURE OF WORK INSTALLED Residential or Commercial ,62— New Building LProvide complete list of components on back of this form) ❑ Existing Building -Z"Heat _Space _Recessed ie central Floor, O Replacement of existing system Air Conditioning: Room Cennal,:-7 Duct System: Material Thickness �/ New Installation(No system previously installed) y ❑ Extension or add-on to existing system Maximum capacity i DCO cfm ElOther- Specify ❑ Refrigeration ❑ Cooling tower. Capacity eam ❑ Fire sprinklers: Number of heads THIS SPACE FOR OFFICE USE ONLY C3Elevator: _ Manlift_Escalator (Number) (Received) ❑ Gasoline pumps (Number) ❑ Tanks (Number) Remarks ❑ LPG containers (Number) ❑ Unfired pressure vessel ❑ Boilers (� (�► Permit Approved by Date ' Other-Specify '�� 1 /ctcc, Permit Fee LIST ALL EQUIPMENT AIR CONDITIONING AND REFRIGERATION EQUIPMENT Number Units Description Model Number Manufacturer Capacity Approving Tons A enc HEATING-FURNACES,BOILERS,FIREPLACES Number Units Description Model Number facture, Capaci Approving y/4 /'4-e' BT A enc C TANKS How Many Nominal Capacity Type Liquid Name of Serial Approving And Dimensions Contained Manufacturer No. Agency z �s, CITY OF ATLANTIC BEACH �} 800 SEMINOLE ROAD -•� -N ATLANTIC BEACH,FLORIDA 32233 INSPECTION PHONE LINE 247-5826 Application Number 03-00025489 Date 3/04/03 1089 MAIN ST Property Address . . . • - Tenant nbr, name . . . . . . NEW SFR 1934SCHG 1484RAD Application description . . . SINGLE FAMILY RESIDENCE Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 120000 Owner Contractor -------------- ---------- - -_---- KEVIN W. BENNETT 4429 JIGGERMAST AVENUE JACKSONVILLE FL 32277 (904) 744-0747 -------------------------- Structure Information ------------------------- Construction Type . . . . . TYPE VI --------------------------------- Permit . . . . . . PLUMBING PERMIT Additional desc . Plan Check Fee . 00 Permit Fee . . . . 126 . 00 0 Issue Date . . . Valuation Fee summary Charged Paid Credited Due--- ----------------- ---------- ---- ------- Permit Fee Total 126 .00 126 . 00 .00 . 00 Plan Check Total . 00 .00 . 00 . 00 Grand Total 126. 00 126 .00 . 00 . 00 BUILDING MATERIAL,RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER. "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY WHICH ARE PART OF THIS PERMITRAND PAYING UUBJECT TO FOR FOR VIOLATION OF APPLICABLE CCABLE PROVIS ON OFD ACCORDING To APPROVED. PLANS 4 ' 4K BUILDING OFFICIAL CITY OF ATLANTIC BEACH APPLICATION FOR PLUMBING PERMIT JOB LOCATION: ZQQx MIA7_/�1 C-�I_WM7 OWNER OF PROPERTY:� ,96VIle ze TEL. -D Z PLUMBING CONTRACTOR:Jo. 1 doe?�iv CONTRACTOR'S ADDRESS: of dV Y lt7'/Y1QI? STATE LICENSE NUMBER: fie' 0 3M70 TEL. &VI-OJ03.3 HOW MANY OF THE FOLLOWING FIXTURES RE-PIPED OR NEW SINKS SHOWERS LAVATORY I WATER HEATERS _BATH TUBS DISHWASHERS URINALS DISPOSALS CLOSETS ( WASHING MACHINE FLOOR DRAINS SHOWER PANS _SEWER WATER RE-PIPE(LIST FIXTURES BEING REPIPED) OTHER TOTAL FIXTURES: /3 X $3.50 +$15.00= - M NIMUM PERMIT FEE: $25.00 SIGNATURE OF OWNER: SIGNATURE OF CONTRACTOR: INSTALLATION OF PLUMBING AND FIXTURES MUST BE IN ACCORDANCE WITH THE MOST RECENT EDITION OF THE SOUTHERN STANDARD PLUMBING CODE. CALL A DAY AHEAD TO SCHEDULE INSPECTIONS-(904) 247-5826. CITY OFATLANUC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH,FLORIDA 32233-5445 TELEPHONE:(904)247-5800 FAX:(904)247-5805 SUNCOM:852-5800 ►' http://ci.atlandc-beach.A.us JIV- 1 fl, c stl PLAN REVIEW COMMENTS Permit Application # Applicant: Address. 1 Project: �- applicatibn is approved o Your permit application has been reviewed and the following items need attention: Please re-submit your application when these items have been completed. Reviewed by Signed Date Contractor Notified Date rLt�f, DEPARTMENT OF PUBLIC WORKS y ; lug 1200 SANDPIPER LANE ATLANTIC BEACH,FLORIDA 32233-4318 IS TELEPHONE:(904)247-5834 FAX:(904)247-5843 J `u. SUNCOM:852-5834 http://ci.atiantic-beach.fl.us PLAN REVIEW COMMENTS FROM THE PUBLIC WORKS DEPARTMENT Permit Application # 03 - �L, L f Applicant: ]' l _ >C41rqC;b Address: 5 9 c- Project: 5w�'Your application is approved a_noted by the Public Works Department. Final application approval must come from the Building Department. u Your permit application has been reviewed by the Public Works Department and the following items need attention: _ 1 - 00 The copy of the building permit application is not notarized. 2 . 00 Provide minimum 10 ' on the northside of property for City to maintain ditch. Please submit these requirements to the Public Works Department, 1200 Sandpiper Lane, Atlantic Beach, FL 32233 in order that we can approve your application. If you have any questions please call (904) 247-5834. Reviewed by Robert S. Kosoy, P.E., Director of Public Works Dated 03 Signature CN Contractor Notified Date 2dl103 DEPARTMENT OF PUBLIC WORKS 1200 SANDPIPER LANE ATLANTIC BEACH,FLORIDA 32233-4318 TELEPHONE: (904)247-5834 FAX:(904)247-5843 r^ SUNCOM: 852-5834 711 4 http://ci.atiantic-beach.fl.us PLAN REVIEW COMMENTS FROM THE C PUBLIC UTILITIES DEPARTMENT Permit Application # I Applicant: ic vel r) Address: Ma (/-) Project: �/l,J � o Your application is approved as noted by the Public Utilities Department. Final application approval must come from the Building Department. ❑ Your permit application has been reviewed by the Public Utilities Department and the following items need attention: iyL Y Please submit these requirements to the Public Utilities Department, 1200 Sandpiper Lane, Atlantic Beach, FL 32233 in order that we can approve your application. If you have any questions please call (904) 247-5834. 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U m•��,,, ...m m m s'U m m m c m m m A u y dwvC6 a Q $14101 OZ X U311damw s' Q =S11Nn dO N3ewnN lb'1O1 9 uoilellelsui oggnd 'lasolo jaleM uollellelsu!alenud`lasolo jaleM V alenlid to ollgnd `duel jalawogsng`lasolo JeleM Z slaonel to las pee(eld!llnw jo jelnom) Juls yseM Z ssel Jo ysng jad uope6 'leu!jn leulifl Z Nuis Z ollsawop`luawljedwoo Jamoyg olene1 Z (sluempedwoo Z 7o F)Aejl tipunq -� Z iaysemgslp Jo/pue i9puli6 elsem pool yl!M ollsawop `�uls uayol!N Z ollsawop `�uls uayollN 'Z Z qlq asoH Z suleip JoolA ZX JejewaolTu!elunol 6u!�upC] Z ollsawop`aulyoew bulgsemgsl(] tiolenel leluaa Z Aeil pue juls uolleulgwoo Z WE Z (sluawyoelle loodljigm jo jamogs peayJano lnogpm jo yl!m)gnlyle8 'Z 9 Jamoqs jo gnlyleq pue 'lap!8 'tiolenel 'lasolo jalenn l0 6u!lslsuoo dnoi6 woojyle8 Z IeguaplsW `sJayseM saylop ollewolny c le!ojawwoo'sjaysenn saylolo o!lewolny S11Nn S321f11X13 avoi Sd 3nVA 3& 321(11X13 lINn 3mnix13 30VNl"a :SS3maav 133HS>INOM 33A 1OddWl N31Vm CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH,FLORIDA 32233-5445 i TELEPHONE:(904)247-5800 FAX:(904)247-5805 SUNCOM:852-5800 http://ci.atlantic-beach.fl.us PLAN REVIEW COMMENTS Permit Application # Cl Ir Applicant: C',V' n I�C_4� - Address: Project: o Your application is approved o Your permit application has been reviewed and the following items need attention: Please re-submit your application when these items have been completed. Reviewed by Signed Date Contractor Notified Date Duval County Property Appraiser-Parcel Summary Page 1 of 2 Parcel Summa -Current Ownership and Sale Information - U dated Weekl RE No.: 970000 Owner's Name: BENNETT , KEVIN Property IMAM ST Unit No. Address: ATLANTIC BEACH 1132233 [Mailing Address: 4429 JIGGERMAST AV JACKSONVILLE , FL 32277-1052 [PropertyUse: 0000 VACANT RES Legal 18-34 17-2S-29E .222 ATLANTIC BEACH SEC H LOT 1,S1/2 STREET LYING description: N THEREOF CL BY U/R BCH ORD#65-84-10 BLK 185 [Neighborhood:7F003119 ATLANTIC BEACH SEC H Sec-Twn-Range: 17-2S-29E OR BK& Page: I 10538-0527 Map Panel: —�556A2 Sale Date: 6/14/2002 No. Buildings: �Fo I Sale Price: $145,000.00 Heated Area: 0 Exterior Wall: Parcel Summary- Values & Taxes from the 2002 Certified Tax Roll Land Value: $25,365.00 Class Value: $0.00 Im rovements: $0.00 Taxing Authority: USD3 Market Value: $25,365.00 IlCounty Tax: $174.37 Assessed Value: $25,365.00 1 School Tax: $212.02 Exempt Value., $0.00 District Tax $80.46 Taxable Value: $25,365.00 110ther Tax: --1 Sr. Exem t: $0.00 Voted Tax: $14.72 Sr. Taxable: $0.00 Total Tax: $494.27 This page displays values from the 2002 Certified Tax Roll with weekly updates of ownership & sales. Map-It maps & data are updated & maintained by COJ-GIS, not the Property Appraisers Office. Please direct inquiries regarding the maps & data to Map-It Feedback (below), not the Property Appraisers Office Map-it Feedback Home PRC New Map-IT Taxes Payment Feedback http://pawww.coj.net/pub/property/RENO.asp?RENUM=170997+000O 1/31/2003 0 RE C E IV E E, CITY OF ATLANTIC '7F-'^ N BUILDING ( �N r, r'�(��J01 J J ii v City of Atlantic Beach • 800 Seminole Road •Atlantic Beach,Florida 2233-5445 Phone: (904)247-5800 • FAX (904)247-5805 • http://www/ei.atlantic-Peach.fl.us, E3: BUILDING PERMIT APPLICATIO FOR SINGLE-FAMILY OR TWO-FAMILY(DUPLEX) CONSTRUCTION (INCLUDING NEW CONSTRUCTION, REMODEL-, ADDITIONS AND ALTERATIONS,MOVING.OR DEMOLITION) JT— DATE JOB ADDRESS 62-J 7-- /3C/c' --/t 5f 5; 5/Z---C_-14 . Cyli r .47ZAA)IM R 0 APPLICANT J�Wt.)Zjk� ADDRESS �q � � �( Ai�� F—c, 3"zz-r? PHONE: %4-7Yq-i9T(0 LEGAL DESCRIPTION: BLOCK NUMBER I SSS LOT NUMBER ZONING DISTRICT tr7- CONTRACTOR ' t- 3L TATE LICENSE NUMBER CSC-0 5$3C�S ADDRESS �fifZy'- ZZi , 1�yw4Sl� lr'� PHONE �Q�F 7 �31�17� u�1y4.333-�I535 CITY =y�4t� STATE I-C, ZIP c 3Z-2?-7 FAX 0V `7 Y�( -02((7 DESCRIBE PROPOSED USE AND WORK TO BE DONE M i+C -i H ;m r PRESENT USE OF LAND OR BUILDING(S) L0_T_ VALUATION OF PROPOSED CONSTRUCTION J X00 Is this an addition? AJQ If yes,what are the dimensions of the added space: feet by feet Will the added area be heated and cooled? '_ New electrical or increase in service? U/,-5 New plumbing fixtures? New fireplace? ?" New heating/air conditioning? 4Lez Is approval or Homeowner's Association or other private entity required? 410 If yes,please submit with ' application. WILL THIS PROCTINOLVE CHANGES IN ELEVATION, SITE GRADE OR ANY USE OF FILL MAT ? yZ L`�1�0._-Applicant certifies that no change in site grade or11 material will be used on this project. ❑YES. See Step 2 below. Approval of the Public Works Department is required prior to issuance of a Building Permit. PROCEDURE: (In order to expedite issuance of permits, please follow all steps and provide all information as appropriate.) STEP 1. Verify zoning designation and proper setbacks for the proposed construction. If you are unsure of this information,please contact the Planning and Zoning Department at 904-247-5817. In order to correctly verify zoning designation,please have Property Appraiser's Real Estate Number available. STEP 2. Contact the City of Atlantic Beach Department of Public Works to determine if a pre-construction or post-construction topographical survey or grading plan is required. (If not required, written verification must be provided with this application.) The Department of Public Works is located at: 1200 Sandpiper Lane,Atlantic Beach,FL 32233 Telephone:(904)247-5834 6/18/02 STEP 3. Please submit Energy Code Fors,Notice of Commencement,Owner/Contractor Affidavit if owner is contractor,and four(4)complete sets of construction plans to the Building Department,which is located at the Atlantic Beach City Hall, 800 Seminole Road,Atlantic. Beach,FL 32233 Telephone:(904)247-5826 In addition to construction and engineering detail, plans must contain the following information as appropriate for the type of work being performed Scale of drawings should be sufficient to depict all required information in a clear and legible manner. 1. Current survey showing the property boundary with bearings and distances and the legal description. 2. Location of all structures,temporary and permanent,including setbacks,building height,number of stories and square footage. Identify any existing structures and uses. 3. Existing and/or proposed driveways. 4. If required by the Department of Public Works,a pre-construction topographical survey. 5. Any significant eftvironmental features,including any jurisdictional wetlands,CCCL,natural water bodies. 6. Impervious Surface area calculations. (Swimming pools may be excluded from total Impervious Surface.) 7. Other information as may be appropriate for individual applications. I HEREBY CERTIFY THAT ALL INFO TION PROVIDED WITH THIS APPLICATION IS CORRECT. SIGNATURE OF OWNER c DATE• I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND.- CORRECT. ALL PROVISIONS OF THE LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH, WHETHER SPECIFIED HEREIN OR NOT. THE GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY FEDERAL,STATE OR LOCAL RULES, REGULATIONS,ORDINANCES,OR LAWS IN ANY MANNER,INCLUDING THE GOVERNING OF CONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION OF THE PROPERTY. I UNDERSTAND THAT THE ISSUANCE OF THIS PERMIT IS CONTINGENT UPON THE ABOVE INFORMATION. BEING TRUE AND CORRECT AND THAT THE PLANS AND SUPPORTING DATA HAVE BEEN OR SHALL BE PROVIDED AS REQUIRED. SIGNATURE OF CONTRACTOR ; ' DATE ( l U tet/ ADDRESS AND CONTACT INFORMATION OF PERSON TO RECEIVE ALL CORRESPONDENCE REGARDING THIS APPLICATION (PLEASE PRINT) NAME MAILING ADDRESS PHONE FAX E-MAIL SWORN AND SUBSCRIBED BEFORE ME THIS DAY OF STATE OF FLORIDA,COUNTY OF DUVAL NOTARY'S SIGNATURE AS TO OWNER: ❑ Personally known ❑ Produced identification Type of identification produced AS TO CONTRACTOR: ❑ Personally known Produced identification Type of identification produced 6118/02 NEW IMPERVIOUS SURFACE REGULATIONS On January 01, 2002, the City of Atlantic Beach enacted new regulations limiting the amount of Impervious Surface that can be developed ..on property. Within all residential Zoning Districts, the maximum amount of Impervious Surface area allowed is fifty percent (50%). Within all commercial and industrial Zoning Districts, the maximum amount of Impervious Surface area allowed is seventy percent (70%o). The Zoning regulations define Impervious Surface as follows: Impervious Surface shall mean those surfaces that prevent the entry of water into the soil. Common Impervious Surfaces include, but are not limited to, rooftops, sidewalks, patio areas, .driveways, parking Lots, and other surfaces made of concrete, asphalt, brick, plastic, or any surfacing material with a base or lining of an impervious material. Wood decking elevated two or more inches above grade shall not be considered impervious provided that the ground surface beneath the decking is not impervious. Pervious areas _ beneath roof or balcony overhangs that are subject to inundation by stormwater and which allow.the percolation of that stormwater shall not be considered impervious areas. Swimming pools shall not be considered as Impervious Surfaces because of their ability to retain additional rain water, however, decking around a pool may be considered .impervious depending upon materials used. Information verifi��ng Impervious Surface must be provided prior to issuance of Building Permits whenever new construction, including building renovations or additions, new driveways, decks or porches involves any increase in Impervious Surface area. City of Jacksonville GIS Map Output Page 1 of 2 JAXGIS Property Information 1155 1145 Ills \ . 1 J'l 1017 149$ �� `.\�,`• 10" 1093 1473 1090 1474 995 1071 1411 144+1 959 229 'o. { , ! 1622 I 955 1464 f 1455 CopyrigKIC)2DWCRy_ ,kmkmnvi1kF1,& II 919 http://maps.coj.net/website/Parcel/toolbar.asp 1/31/2003 City of Jacksonville GIS Map Output Page 2 of 2 ap It 1 Real Estate# 170997 0000 Last Name BENNETT First Name KEVIN House# Street Name Type MAIN ST Dir ipCode 2277-1052 otal Value 5365 res .22 Plat Book 185 Legal 1 18-34 17-2S-29E.222 Legal 2 TLANTIC BEACH SEC H LEGAL 3 LOT 1,S112 STREET LYING N THEREOF http://maps.coj.net/website/Parcel/toolbar.asp 1/31/2003 5 P H 0 1 A, 10-?62 Page Doc# 20023,21 FLA. 1177 LAWS Book: 10 7 FS 713.:3 Pa k. 62 V led 1111312002 02:0,1. Of C JIM I ER t 1 I ` t t -i-�/1 f OCLERK 'K FUL- RCYUIT COUR NT 1� COUNTYRECORDING TRUST FUND TO W110111 it p!jqY .00 00 The fll and in accordance with section be ad�,� OF COW4ENCE�-,[E'\,1T, 713-13 of the Florida Statutes, to certain real property, t1l` foIlo%%!;" 'r1fol-11lat'on is stated in this NOTICE Description of j)rcp,,l-ty . ......... . .................. ........... ...... .................................. ............................. ........... ............................ ...... ................................. . ........ ......................................I................ ............... ............................ ..................... ...................................... General description of ijjjprQ%,ell1,�l1ts .................... ............... . . ......................................................... .................. .... ..................... . ...........................................................I..................... ............................ C -vner Ad dress -9.4 ..::�1'C:L,�t ,,y, .1.� Owner's interest in site'of the improvellient ...... ........... Fee Simple Title holder(if other than o"'ller) . .......... Name Address ....... .............................................................. .................. ...........I......... Contrac Ad&ss....V.Lar-< ir .. . .. Surety(if ally) e-7 Address ........... ...... A iy Person making a 102n for the construction inl'p"rAmount of bond S 'o*v*'e"rn*.-*lj't*s:.... ........ ...............................I..........................11........ —......................................... A ire�,s ............................................................................... ........................................................................................................ ....... Person within the stat, u •Nl I 10" ................. ame " I s or other documents may be served: Address . In addition to himself, Owner desionates t1le follo%. . .......................................................I...................................... ving person to ru'c'e'lve, a Copy of the Lienor's Notice a Section 713.13 (1) (11), Florida statj!cs. (Fill ill.at O��,Jler's option). s provided in Name Address . This space for recorder's use ... ........... ....................... ............................ only ............. ......... .............................. Owner TMVIS M.IRIONS Sworn o and subscribed before me this/3�- ay of ON#DID 054907 MY COMMISSION EXPIRES:September 4,2005 ' Borided Thru Notary Public Ur&-iters No ry Public FORM 630A-97 FLORIDA ENERGY EFFICIENCY CODE FOR BU 'ILDINGCONSTRUC 'ION Florida Department of Comnunity Affairs Residential 1,Nho!e BUilding Perf"i-n-lance Method A Project 11,4ame: 14 1B S D 1.U. C C I r: QUALITY REM-ODELING Address: f*.)ermiltilig (Dffice: AN City, CL-;Ie: Peiinit Number: Owner: KEVIN SENNETT Jurisdiction Number: Climate Zone: North ----------- 1. New construction or existing New 12. Cooling systems 2. Single family or multi-family Single 1`4111ily a. Central Unit Cap:29.2 Otulbr 3. Number of units,if InUlti-family I SEER: 10.00 4. Number of Bedrooms 4 1). N/A 5. Is this a worst case? yes 6. Conditioned floor arca(R-) 1.18-1 ft, c. NIA 7. Glass:irozj tt tvp, a. Clear-single pane 0.011' 13. lle:am�p systems b.Clear-double pane 157.0 W Cap:29.0 LBtu/lir c. Tifft"other SC/Sl IG('-.s'jjajQ pane 0.0 112 11 SPF:7.20 d. Tint/other SC/Sl IGC-double pane 0.0 t1= 1).N/A 8. Floor types a. Slab-0n-Grade Edge insulation Rr^0.0, 197.0(p)[I c. N/A b.N/A c. 1"I"A 1.4. 9. WZ111 types a. Fllv,l, Cal):50.0 gallons a. Frame,Wood,E.NIL'611- P I 1.0. 1023.0 112 b. Frame,Wood,Adjacent1.0,358.0 ft= b. N/A F:0.86 - c. NIA - d. NIA C. Conservation credits - e. N/A (I IR-1 int recovery.Solar - 10. ceiling types DlIP-Dedicated heat pump) a. Under Attic R=30.0, 1505.0 W 15. 11VAC credits b.Under Attic R=19.0, 122.0 ft2 (CF-Ceiling tan,CV-Cross ventilation, C. N/A HF-,Xhole 110LI.w 11111, 11. ,Ducts a. Sul):Unc. Ret:Unc. AH:Garage SUP.R=6.0, 1.0 tlRD-Allic radiant barrier, b. N/A Mz-C-Multizone Cooling, ML,-1 I-Multizone heating) Glass/Floor Area: 0.11 Total as-built points: 22569.00 Total base points: 23804.00 PASS I hereby certify that the plans and specifications covered FRevievr.of the plans and I'VVIE S specifications by this calculation are in compliance with the Florida �cifi,.ations covered by this 0, Energy Code. IV 0 calculation indicates compliance PREPARED BY: with the Florida Energy Code. Before construction is completed DATE- this building will be inspected for I hereby certify that this building, as designed, is in compliance with Section 553.908 compliance with the Florida Energy Code. Florida Statutes, cob,v(E OWNERIAGENT: BUILDING OFFICIAL: DATE: DATE: EnergyGaugeG (Version: FLRCNA-200) FORM 60OA-97 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT#: BASE AS-BUILT GLASS TYPES .18 X Conditioned X BSPM = Points Overhang Floor Area Type/SC Ornt Len Hgt Area X SPM X SOF = Points .18 1484.0 33.05 8829.6 Double,Clear NE 1.0 7.0 20.0 28.72 0.98 565.7 Double,Clear E 1.0 7.0 5.0 40.22 0.98 197.5 Double,Clear S 1.0 7.0 5.0 34.50 0.97 166.8 Double,Clear SW 1.0 6.0 15.0 38.46 0.96 555.5 Double,Clear SW 1.0 6.0 15.0 38.46 0.96 555.5 Double,Clear SW 1.0 6.0 15.0 38.46 0.96 555.5 Double,Clear SE 1.0 4.0 6.0 40.86 0.88 216.6 Double,Clear SE 1.0 7.0 15.0 40.86 0.98 601.2 Double,Clear NW 1.0 3.0 5.0 25.46 0.87 111.3 Double,Clear NW 1.0 6.0 20.0 25.46 0.97 496.1 Double,Clear NW 6.0 7.0 36.0 25.46 0.66 608.5 As-Built Total: 157.0 4630.2 WALL TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Adajcent 358.0 0.7 250.6 Frame,Wood,Exterior 11.0 1023.0 1.70 1739.1 Exterior 1023.0 1.70 1739.1 Frame,Wood,Adjacent 11.0 358.0 0.70 250.6 Base Total: 1381.0 1989.7 As-Built Total: 1381.0 1989.7 DOOR TYPES Area X BSPM = Points Type Area X SPM = Points Adjacent 18.0 2.40 43.2 Exterior Insulated 20.0 4.10 82.0 Exterior 20.0 6.10 122.0 Adjacent Wood 18.0 240 43.2 Base Total: 38.0 165.2 As-Built Total: 38,0 125.2 CEILING TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Under Attic 1488.0 0.60 892.8 Under Attic 30.0 1505.0 0.60 903.0 Under Attic 19.0 122.0 1.10 134.2 Base Total: 1488.0 892.8 As-Built Total: 1627.0 1037.2 FLOOR TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Slab 197.0(p) -37.0 -7289.0 Slab-On-Grade Edge Insulation 0.0 197.0(p) -41.20 -8116.4 Raised 0.0 0.00 0.0 Base Total: -7289.0 As-Built Total: -8116.4 INFILTRATION Area X BSPM = Points Area X SPM = Points 1484.0 10.21 15151.6 1484.0 10.21 15151.6 EnergyGaugeS DCA Form 60OA-97 EnergyGauge(D/FlaRES'97 FLRCNA-200 FORM 60OA-97 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT#: BASE AS-BUILT GLASS TYPES .18 X Conditioned X BWPM = Points Overhang Floor Area Type/SC Ornt Len Hgt Area X WPM X WOF = Points .18 1484.0 9.76 2608.4 Double,Clear NE 1.0 7.0 20.0 13.40 1.00 267.8 Double,Clear E 1.0 7.0 5.0 9.09 1.01 46.0 Double,Clear S 1.0 7.0 5.0 4.03 1.01 20.3 Double,Clear SW 1.0 6.0 15.0 7.17 1.02 109.8 Double,Clear SW 1.0 6.0 15.0 7.17 1.02 109.8 Double,Clear SW 1.0 6.0 15.0 7.17 1.02 109.8 Double,Clear SE 1.0 4.0 6.0 5.33 1.10 35.1 Double,Clear SE 1.0 7.0 15.0 5.33 1.03 82.0 Double,Clear NW 1.0 3.0 5.0 14.03 1.01 70.6 Double,Clear NW 1.0 6.0 20.0 14.03 1.00 280.6 Double,Clear NW 6.0 7.0 36.0 14.03 1.02 516.4 As-Built Total: 157.0 1648.2 WALL TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Adajcent 358.0 3.6 1288.8 Frame,Wood,Exterior 11.0 1023.0 3.70 3785.1 Exterior 1023.0 3.70 3785.1 Frame,Wood,Adjacent 11.0 358.0 3.60 1288.8 Base Total: 1381.0 5073.9 As-Built Total: 1381.0 6073.9 DOOR TYPES Area X BWPM = Points Type Area X WPM = Points Adjacent 18.0 11.50 207.0 Exterior Insulated 20.0 840 168.0 Exterior 20.0 12.30 246.0 Adjacent Wood 18.0 11.50 207.0 Base Total: 38.0 453.0 As-Built Total: 38.0 375.0 CEILING TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Under Attic 1488.0 1.20 1785.6 Under Attic 30.0 1505.0 1.20 1806.0 Under Attic 19.0 122.0 2.00 244.0 Base Total: 1488.0 1786.6 As-Built Total: 1627.0 2060.0 FLOOR TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Slab 197.0(p) 8.9 1753.3 Slab-On-Grade Edge Insulation 0.0 197.0(p) 18.80 3703.6 Raised 0.0 0.00 0.0 Base Total: 1753.3 As-Built Total: 3703.6 INFILTRATION Area X BWPM = Points Area X WPM = Points 1484.0 -0.59 -875.6 1484.0 -0.59 -875.6 EnergyGauge®DCA Form 60OA-97 EnergyGaugec&/FIaRES'97 FLRCNA-200 FORM 60OA-97 WATER HEATING & CODE COMPLIANCE STATUS Residential Whole Building Performance Method A - Details ADDRESS: , , , 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 4 2746.00 10984.0 50.0 0.86 4 1.00 2809.86 1.00 11239.4 As-Built Total: 11239.4 CODE COMPLIANCE STATUS BASE AS-BUILT Cooling + Heating + Hot Water = Total Cooling + Heating + Hot Water = Total Points Points Points Points Points Points Points Points 7053.1 5766.5 10984.0 23803.5 5294.9 6034.5 11239.4 22568.9 PAS o'j-j1-1E S74 r�,co,D way " EnergyGaugeTM DCA Form 60OA-97 EnergyGauge®/FIaRES'97 FLRCNA-200 RIGI IT-J LOAD AND EQUIPMENT SUMMARY Filename: Base.bld 12/1/00 For: QUALITY REMODELING AND FRAMING (KEVIN BENNETT) By: AIR FLOW DESIGNS 5615 ST.AUGUSTINE RD. JACKSONVILLE FL 32207 (904) 398-0831 Job# Wthr Jacksonville_AP FL Zone Entire House WINTER DESIGN CONDITIONS SUMMER DESIGN CONDITIONS Outside db: 32 Deg F Outside db: 97 Deg F Inside db: 72 Deg F Inside db: 78 Deg F Design TD: 40 Deg F Design TD: 19 Deg F Daily Range M Rel.Hum. : 55 % Grains Water 37 gr HEATING SUMMARY SENSIBLE COOLING EQUIP LOAD SIZING Bldg.Heat Loss 31482 Btuh Structure 17667 Btuh Ventilation Air 262 CFM Ventilation 2278 Btuh Vent Air Loss 11528 Btuh Design Temp. Swing 3.0 Deg F Design Heat Load 43010 Btuh Use Mfg.Data n Rate/S,,N ing Mult. 1.00 INFILTRATION Total Sens Equip Load 19946 Btuh Method Simplified LATENT COOLING EQUIP LOAD SIZING Construction Quality Average Fireplaces 1 Internal Gains 1265 Btuh Ventilation 2742 Btuh HEATING COOLING Infiltration 2744 Btuh Area(sq.ft.) 1484 1484 Tot Latent Equip Load 6751 Btuh Volume(cu.ft.) 13059 13059 Air Changes/Hour 1.2 0.5 Total Equip Load 26697 Btuh Equivalent CFM 262 109 HEATING EQUIPMENT SUMMARY COOLING EQUIPMENT SUMMARY Make CARRIER Make CARRIER Model FA4ANF030 Model 3SYCCO30 Type HEAT PUMP Type SPLIT DESIGNS Efficiency/HSPF 7.20 COP/EER/SEER 10.00 Heating Input 0 Btuh Sensible Cooling 0 Btuh Heating Output 29000 Btuh Latent Cooling 0 Btuh Heating Temp Rise 26 Deg F Total Cooling 28200 Btuh Actual Heating Fan 1000 CPM Actual Cooling Fan 1000 CFM Htg Air Flow Factor 0.032 CFM/Btuh Clg Air Flow Factor 0.057 CFM/Btuh Space Thermostat Load Sens Heat Ratio 82 MANUAL J:7th Ed. RIGHT-J:V 1 3.0.11 S/N 11786 Printout certified by ACCA to meet all requirements of Manual Form J Base Job# Zone: Entire House 12/1/00 MANUAL J:7th Ed. RIGHT-J: 3.0.11- SIJ 11786 1 Name of Room Entire House MBR MBTH WIC 2 Running Ft.Exposed Wall 178.0 Ft. '11.0 Ft. 8.0 Ft. 5.0 Ft. 3 Room Dimensions,Ft. 0.0 t. 0.0 .x 0.0 Ft. 0.0 x 0.0 Ft. 0.0 x 0.0 Ft. 4 Ceiings,Ft Condit,Option 8.8 heat/cool d 10.0 heat/cool 8.0 heat/cool 8.0 heat/cool TYPE OF CST RTM Area Btuh Area Btuh Area Btuh Area Btuh EXPOSURE NO. Htg Clg Length Htg Clg Length Intl; Clg Length Htg Cig Length Htg Clg 5 Gross 5 12C 3.6 2.0 1280 +www •w• 260 *•** *+** 69 wrww +war 40 wwr♦ wwww Exposed b 14B 5.8 2.2 0 rrwr rrrw p rwwr rwrr p wrr» wrww p wwr ww+w Walls and c 12H 2.4 1.4 0 **** +«** 0 **rw wwr+ p wwaw rarw p r+rw awr Partitions d 13C 1.4 1.3 350 *www rwwr 170 «rww wwww p rrww ♦www p qrw waw e 13H 1.1 0.8 0 rrrr raw► p r+wr rwrr p rrwr rw►r p rrrw wwww f 0.0 0.0 0 *wwr rwrr p «wrr rrrr p wwwr wwrw p rw+r wrq 6 Windowsand a lI 38.2 ** 121 4627 ***+ 20 765 *••* 6 229 **•• 0 0 Glass Doors b 8F 38.2 ** 36 1377 **++ 0 0 *•*+ 0 0 ***+ 0 0 '+'+ Heating C 9H 22.0 •* 0 0 **** 0 0 •*+* 0 0 •**• 0 p +www d 7L 26.0 ** 0 0 •+•* 0 0 +••• 0 0 ••*" 0 0 •+++ 7 Windows and North 16.0 5 **"* 80 0 **** 0 0 **"+ 0 0 •*++ 0 Glass Doors NE/NW 33.0 41 ••*+ 1353 20 *+•+ 660 6 **+* 198 0 +*•+ 0 Cooling E/W 46.0 5 **•• 230 0 •*** 0 0 "**+ 0 0 +++* 0 SE/SW 40.0 106 '+*+ 4240 0 ***+ 0 0 *+*" 0 0 "+++ 0 South 0.0 0 •*•* 0 0 **+" 0 0 •*+• 0 0 •+++ 0 Horz 0.0 0 *""• 0 0 **•* 0 0 ***• 0 0 *•++ 0 8 Other doors a 11 E 7.6 4.3 20 152 86 0 0 0 0 0 0 0 0 0 b 10A 22.4 12.7 0 0 0 0 0 0 0 0 0 0 0 0 9 Net a 12C 3.6 2.0 1103 3971 2244 240 864 488 58 209 118 40 144 81 Exposed b 14B 5.8 2.2 0 0 0 0 0 0 0 0 0 0 0 0 Walls and c 12H 2.4 1.4 0 0 0 0 0 0 0 0 0 0 0 0 Partitions d 13C 1.4 1.3 350 473 441 170 230 214 0 0 0 0 0 0 e 13H 1.1 0.8 0 0 0 0 0 0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 10 Ceilings a 16G 1.3 1.4 1396 1843 1981 168 222 238 64 84 91 40 53 57 b 16D 2.1 2.3 122 259 278 22 47 50 0 0 0 0 0 0 C 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 11 Floors a 22A 32.4 0.0 178 5767 0 43 1393 0 8 259 11 5 162 0 b 20G 2.8 1.1 0 0 0 0 0 0 0 0 0 0 0 0 C 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 12 Infiltration a 65.1 12.9 177 11515 2279 20 1301 258 6 390 77 0 0 0 13 SubtotBtuh Loss=6+8..+I1+12 "*•• 29983 ***• +'++ 4821 wwwr rrwr 1172 waaw rwrw 359 ++++ 14 Duet Btuh Loss 5°i 1499 •**+ 5°/ 241 ++++ 5°/ 59 wwrw 5si 18 rwwr 15 Total Btuh Loss=13+14 wwrr 31482 +rwr rrwr 5062 +rrr rrrw 1231 *rrr rrrr 377 +++" 16 Int.Gains: People @ 300 6 ++"+ 1650 2 +""+ 600 0 '"*+ 0 0 **•+ 0 Appl. @ 1200 1 *""+ 1200 0 +•** 0 0 •*+* 0 0 •**+ O 17 SubtotRSHGain=7+8.+12+16 ww►w wrww 16061 +www wwrw 2508 wwww wrwr 484 *++r wrrr 138 18 Duct Btuh Gain 10% **•+ 1606 104' rwwr 251 10% rwwr 48 10°.' •+•• 14 19 Total RSH Gain=(17+18)+PLF 1.00 +*** 17667 1.00 •**+ 2759 1.00 *•+• 532 1.00 ■•+• 152 20 CFM Air Required '*"+ 1000 1000 www* 161 156 •**+ 39 30 •*++ 12 9 Printout certified by RCCA to meet all requirements of Manual J conn RECEIVED CITY PANG 8 ZONINTLANTIC GCH JAN 3 0 2003 City of Atlantic Beach • 800 Seminole Road •Atlantic Beach,Florida 2233-5445 Phone: (904)247-5800 • FAX (904)247-5805 - http://www/el.atlantic each.fl.us BY: BUILDING PERMIT APPLICATIO FOR SINGLE-FAMILY OR TWO-FAMILY(DUPLEX) CONSTRUCTION (INCLUDING NEW CONSTRUCTION,REMODEL-, ADDITIONS AND ALTERATIONS,MOVING_OR DEMOLITION) DATE JOB ADDRESS -til . 13Q�-i�5. 2 5, KC-14 . MAW -S-r- A �1A)7U_ f� Lai- APPLICANT l�r- APPLICANT_�i Jrltl 1�//ill)V._l l ADDRESS -TAK,F�. 3z2�`� PHONE: LEGAL DESCRIPTION: BLOCK NUMBER SSS LOT NUMBER ` ZONING DISTRICT l7'l CONTRACTOR Ii✓f ` � ll J ill P..Pt�_1 ZISTATE LICENSE NUMBER CSCO 5$3(og ADDRESSZnI- �iC'b�t5! �4r�ut� PHONE 9644 7W-6 7c17 C0LLc1045 -333--453 CITY --,1� 1� STATE r �r ZIP 37-2-7-7 FAX '10V '7 Y 7 DESCRIBE PROPOSED USE AND WORK TO BE DONE M l+() Hn PA 1- PRESENT USE OF LAND OR BUILDING(S) L0T- VALUATION OF PROPOSED CONSTRUCTIONP - �— Is this an addition? A92 If yes,what are the dimensions of the added space: feet by feet Will the added area be heated and cooled? Z" New electrical or increase in service? New plumbing fixtures? New fireplace? L,6�2'43 New heating/air conditioning? 13 - Is approval or Homeowner's Association or other private entity required? XfQ If yes,please sub it with application. WILL THIS PRO CT OLVE CHANGES IIN ELEVATION, SITE GRADE OR ANY USE OF FILL MAT ? p �_t'_l� Cr- l Jr1 NO.�0�pplicant certifies that no change in site grade or fill material will be used on this project. ❑YES. See Step 2 below. Approval of the Public Works Department is required prior to issuance of a Building Permit. PROCEDURE: (In order to expedite issuance of permits, please follow all steps and provide all information as appropriate.) STEP 1. Verify zoning designation and proper setbacks for the proposed construction. If you are unsure of this information,please contact the Planning and Zoning Department at 904-247-5817. In order to correctly verify zoning designation, please have Property Appraiser's Real Estate Number available.. STEP 2. Contact the City of Atlantic Beach Department of Public Works to determine if a pre-construction or post-construction topographical survey or grading plan is required. (If not required, written verification must be provided with this application.) The Department of Public Works is located at: 1200 Sandpiper Lane,Atlantic Beach,FL 32233 Telephone:(904)247-5834 6/18/02 STEP 3. Please submit Energy Code Forms,Notice of Commencement,Owner/Contractor Affidavit if owner is contractor,and four(4)complete sets of construction plans to the Building Department,which is located at the Atlantic Beach City Hall, 800 Seminole Road,Atlantic. Beach,FL 32233 Telephone:(904)247-5826 In addition to construction and engineering detail, plans must contain the following information as appropriate for the type of work being performed. Scale of drawings should be sufficient to depict all required information in a clear and legible manner. 1. Current survey showing the property boundary with bearings and distances and the legal description. 2. Location of all structures,temporary and permanent,including setbacks,building height,number of stories and square footage. Identify any existing structures and uses. 3. Existing and/or proposed driveways. 4. If required by the Department of Public Works,a pre-construction topographical survey. 5. Any significant eftvironmental features,including any jurisdictional wetlands,CCCL,natural water bodies. 6. Impervious Surface area calculations. (Swimming pools may be excluded from total Impervious Surface.) 7. Other information as may be appropriate for individual applications. I HEREBY CERTIFY THAT ALL INFO TION PROVIDED WITH THIS APPLICATION IS CORRECT. SIGNATURE OF OWNER DATE• I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND: CORRECT. ALL PROVISIONS OF THE LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH, WHETHER SPECIFIED HEREIN OR NOT. THE GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY FEDERAL,STATE OR LOCAL RULES, REGULATIONS,ORDINANCES,OR LAWS IN ANY MANNER,INCLUDING THE GOVERNING OF CONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION OF THE PROPERTY. I UNDERSTAND THAT THE ISSUANCE OF THIS PERMIT IS CONTINGENT UPON THE ABOVE INFORMATION. BEING TRUE AND CORRECT AND THAT THE PLANS AND SUPPORTING DATA HAVE BEEN OR SHALL BE PROVIDED AS REQUIRED. SIGNATURE OF CONTRACTOR DATE / V ADDRESS AND CONTACT INFORMATION OF PERSON TO RECEIVE ALL CORRESPONDENCE REGARDING THIS APPLICATION (PLEASE PRINT) y NAME MAILING ADDRESS PHONE FAX E-MAIL SWORN AND SUBSCRIBED BEFORE ME THIS DAY OF STATE OF FLORIDA,COUNTY OF DUVAL NOTARY'S SIGNATURE AS TO OWNER ❑ Personally known ❑ Produced identification Type of identification produced AS TO CONTRACTOR: ❑ Personally known ❑ Produced identification Type of identification produced 6118/02 ' RECEIVED CITCH YBUILDING ATLANTIC& ZONING JAN 3 0 2003 City of Atlantic Beach 800 Seminole Road •Atlantic Beach,Florida 2233-5445 Phone: (904)247-5800 • FAX (904)247-5805 • http://www/ci.atlantic each.fl.us BY: BUILDING PERMIT APPLICATIO FOR SINGLE-FAMILY OR TWO-FAMILY(DUPLEX) CONSTRUCTION (INCLUDING NEW CONSTRUCTION, REMODEL-, ADDITIONS AND ALTERATIONS, MOVING OR DEMOLITION) DATE JOB ADDRESS 62j,7-- / �,�C l� -l 5f 5 5 rC-f M,4W S F AIZAA)TU- RC]�!� APPLICANTKgt j rtx � ti ADDRESS �q' 17 C) '�C ��L 3 z, —r-,) PHONE: ��-? —67 LEGAL DESCRIPTION. BLOCK NUMBER SSS LOT NUMBER ZONING DISTRICT l7' CONTRACTOR � Ai � �t `� ZAbTATE LICENSE NUMBER C$CO 5$36$ ADDRESS f Z�l'-7— -A�� l� /�tJ/ PHONE 36�7VV-6-7(47 cELLyaLt'333- 535 ` CITY —� 1� STATE _ �� ZIP }ZZ7� FAX 901V-7 Y't. 't 7 DESCRIBE PROPOSED USE AND WORK TO BE DONE M Cj H[` an ra PRESENT USE OF LAND OR BUILDING(S) T VALUATION OF PROPOSED CONSTRUCTION I.2- 0, Is this an addition? If yes,what are the dimensions of the added space: feet by feet Will the added area be heated and cooled?�/z•3 New electrical or increase in service? New plumbing fixtures? New fireplace? Ll 2 New heating/air conditioning? Is approval or Homeowner's Association or other private entity required? A60 If yes,please sut}mit with Ls application. WILL THIS PROAECTIr GOLVE CHANGES IN ELEVATION, SITE GRADE OR ANY USE OFF FILL MAT ? (� l' C_� fr t-�r"� N0._-Acpplicant certifies nes that no change in site grade or fill material will be used on this project. ❑YES. See Step 2 below. Approval of the Public Works Department is required prior to issuance of a Building Permit. PROCEDURE: (In order to expedite issuance of permits, please follow all steps and provide all information as appropriate.) STEP 1. Verify zoning designation and proper setbacks for the proposed construction. If you are unsure of this information,please contact the Planning and Zoning Department at 904-247-5817. In order to correctly verify zoning designation, please have Property Appraiser's Real Estate Number available.. STEP 2. Contact the City of Atlantic Beach Department of Public Works to determine if a pre-construction or post-construction topographical survey or grading plan is required. (If not required, written verification must be provided with this application.) The Department of Public Works is located at: 1200 Sandpiper Lane,Atlantic Beach,FL 32233 Telephone:(904)247-5834 6/18/02 STEP 3. Please submit Energy Code Fors,Notice of Commencement,Owner/Contractor Affidavit if owner is contractor,and four(4)complete sets of construction plans to the Building Department,which is located at the Atlantic Beach City Hall, 800 Seminole Road,Atlantic. Beach,FL 32233 Telephone:(904)247-5826 In addition to construction and engineering detail, plans must contain the following information as appropriate for the type of work being performed. Scale of drawings should be sufficient to depict all required information in a clear and legible manner. 1. Current survey showing the property boundary with bearings and distances and the legal description. 2. Location of all structures,temporary and permanent, including setbacks,building height,number of stories and square footage. Identify any existing structures and uses. 3. Existing and/or proposed driveways. 4. If required by the Department of Public Works,a pre-construction topographical survey. 5. Any significant environmental features,including any jurisdictional wetlands,CCCL,natural water bodies. 6. Impervious Surface area calculations. (Swimming pools may be excluded from total Impervious Surface.) 7. Other information as may be appropriate for individual applications. I HEREBY CERTIFY THAT ALL INFO TION PROVIDED WITH THIS APPLICATION IS/CORRECT. SIGNATURE OF OWNER ! DATE. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND.' CORRECT. ALL PROVISIONS OF THE LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH, WHETHER SPECIFIED HEREIN OR NOT. THE GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY FEDERAL,STATE OR LOCAL RULES, REGULATIONS,ORDINANCES,OR LAWS IN ANY MANNER,INCLUDING THE GOVERNING OF CONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION OF THE PROPERTY. I UNDERSTAND THAT THE ISSUANCE OF THIS PERMIT IS CONTINGENT UPON THE ABOVE INFORMATION BEING TRUE AND CORRECT AND THAT THE PLANS AND SUPPORTING DATA HAVE BEEN OR SHALL BE PROVIDED AS REQUIRED. SIGNATURE OF CONTRACTOR ! W� DATE ADDRESS AND CONTACT INFORMATION OF PERSON TO RECEIVE ALL CORRESPONDENCE REGARDING THIS APPLICATION (PLEASE PRINT) - NAME MAILING ADDRESS PHONE FAX SWORN AND SUBSCRIBED BEFORE ME THIS DAY OF STATE OF FLORIDA,COUNTY OF DUVAL NOTARY'S SIGNATURE AS TO OWNER: ❑ Personally known ❑ Produced identification Type of identification produced AS TO CONTRACTOR: ❑ Personally known ❑ Produced identification Type of identification produced 6/18/02 RECEIVED CITY BUILDING ATLANTIC ZONING . JAN 3 0 2003 City of Atlantic Beach 800 Seminole Road •Atlantic Beach,Florida2233-5445 Phone: (904)247-5800 • FAX (904)247-5805 • http://www/ci.atlantic each.fl.us BY: BUILDING PERMIT APPLICATIO FOR SINGLE-FAMILY OR TWO-FAMILY(DUPLEX) CONSTRUCTION (INCLUDING NEW CONSTRUCTION, REMODEL-, ADDITIONS AND ALTERATIONS, MOVING OR DEMOLITION) DATE JOB ADDRESS'' 62_)7-- / . SUL-/'�15, S rCIS-f . MAW - A4 r_A )TU Rg I` APPLICANT_�i l-0\, ADDRESSyZC("T� 7CL'W�S1 �i:7� � �C� 3 2277 PHONE: LEGAL DESCRIP ON: BLOCK NUMBER I r5 S LOT NUMBER ZONING DISTRICT lT CONTRACTOR ��t JLTATE LICENSE NUMBER C$C0 5$3(�)8 ADDRESS Zq'- .LZ' 2d S! Clt L PHONE 96 4 7(4V y7 CEL-ctOLt 333--gS35 CITY --ti,-x STATE l'C, up 227"7 FAx 900-7 Y� `(M(f 7 DESCRIBE PROPOSED USE AND WORK TO BE DONE M>±L,,J PRESENT USE OF LAND OR BUILDING(S) L..07— VALUATION OF PROPOSED CONSTRUCTION Is this an addition? AA2If yes,what are the dimensions of the added space: feet by feet Will the added area be heated and cooled? Z" New electrical or increase in service? &10_'5 New plumbing fixtures? New fireplace? 1,&?9 New heating/air conditioning? Is approval or Homeowner's Association or other private entity required? AfO If yes,please submit with 4s application WILL THIS PROrCT INt�Sc cXOLVE CHANGESIN ELEVATION, SITE GRADE OR ANY USE OF`FILL MAT �`�RIAL? s� ('_nYr l J 0._A-pplicant certifies that no change in site grade or fill material will be used on this project. ❑YES. See Step 2 below. Approval of the Public Works Department is required prior to issuance of a Building Permit. PROCEDURE: (In order to expedite issuance of permits, please follow all steps and provide all information as appropriate.) STEP 1. Verify zoning designation and proper setbacks for the proposed construction. If you are unsure of this information,please contact the Planning and Zoning Department at 904-247-5817. In order to correctly verify zoning designation, please have Property Appraiser's Real Estate Number available. STEP 2. Contact the City of Atlantic Beach Department of Public Works to determine if a pre-construction or post-construction topographical survey or grading plan is required. (If not required, written verification must be provided with this application.) The Department of Public Works is located at: 1200 Sandpiper Lane,Atlantic Beach,FL 32233 Telephone:(904)247-5834 6,118/02 STEP 3. Please submit Energy Code Fors,Notice of Commencement,Owner/Contractor Affidavit if owner is contractor,and four(4)complete sets of construction plans to the Building Department,which is located at the Atlantic Beach City Hall, 800 Seminole Road,Atlantic. Beach,FL 32233 Telephone:(904)247-5826 In addition to construction and engineering detail, plans must contain the following information as appropriate for the type of work being performed. Scale of drawings should be sufficient to depict all required information in a clear and legible manner. 1. Current survey showing the property boundary with bearings and distances and the legal description. 2. Location of all structures,temporary and permanent,including setbacks,building height,number of stories and square footage. Identify any existing structures and uses. 3. Existing and/or proposed driveways. 4. If required by the Department of Public Works,a pre-construction topographical survey. S. Any significant environmental features,including any jurisdictional wetlands,CCCL,natural water bodies. 6. Impervious Surface area calculations. (Swimming pools may be excluded from total Impervious Surface.) 7. Other information as may be appropriate for individual applications. I HEREBY CERTIFY THAT ALL INFO TION PROVIDED WITH THIS APPLICATION IS CORRECT. SIGNATURE OF OWNER DATE I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND.w CORRECT. ALL PROVISIONS OF THE LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH, WHETHER SPECIFIED HEREIN OR NOT. THE GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY, TO VIOLATE OR CANCEL THE PROVISIONS OF ANY FEDERAL,STATE OR LOCAL RULES, REGULATIONS,ORDINANCES,OR LAWS IN ANY MANNER,INCLUDING THE GOVERNING OF CONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION OF THE PROPERTY. I UNDERSTAND THAT THE ISSUANCE OF THIS PERMIT IS CONTINGENT UPON THE ABOVE INFORMATION BEING TRUE AND CORRECT AND THAT THE PLANS AND SUPPORTING DATA HAVE BEEN OR SHALL BE PROVIDED AS REQUIRED. SIGNATURE OF CONTRACTOR ! W DATE ADDRESS AND CONTACT INFORMATION OF PERSON TO RECEIVE ALL CORRESPONDENCE REGARDING THIS APPLICATION (PLEASE PRINT) NAME MAILING ADDRESS PHONE FAX E-MAIL SWORN AND SUBSCRIBED BEFORE ME THIS DAY OF STATE OF FLORIDA,COUNTY OF DUVAL NOTARY'S SIGNATURE AS TO OWNER: ❑ Personally known ❑ Produced identification Type of identification produced AS TO CONTRACTOR: ❑ Personally known Produced identification Type of identification produced 6/18/02 CITY OF ATLANTIC TLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FLORIDA 32233 INSPECTION PHONE LINE 247-5826 Application Number 03-00025489 Date 3/26/03 Property Address . . . . . . 1089 MAIN ST Tenant nbr, name . . . . NEW SFR 1934SCHG 1484RAD Application description . . . SINGLE FAMILY RESIDENCE Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 120000 Owner Contractor ------------------------ KEVIN W. BENNETT 4429 JIGGERMAST AVENUE JACKSONVILLE FL 32277 (904) 744-0747 -------------------------- Structure Information ------------------------- Construction Type . . . . . TYPE VI ----------------------------------------------- Permit . . . . . . ELECTRICAL PERMIT Additional desc . . Permit Fee . . . . 95 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Fee summary Charged Paid Credited Due ---- ---------- ---------- Permit Fee Total 95 . 00 95 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 95 . 00 95 . 00 . 00 . 00 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 IlVIPROVEMENTS"ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. BUILDING OFFICIAL iT CITY OF ATLANTIC BEACH, FLORIDA ELECTRICAL PERMIT APPLICATION TO THE CHIEF ELECTRICAL INSPECTOR: DATE: 3/)- 20 03 IMPORTANT N«TIM IN CONSIDERATION OF PERMIT GIVEN FOR DOING THE WORK AS DESCRIBED IN THE FOLLOWING, WE HEREBY AGREE TO PERFORM SAID WORK IN ACCORDANCE WITH THE ATTACHED PLANS AND SPECIFICATIONS, WHICH ARE A PART" HEREOF, AND IN ACCORDANCE WITH THE ELECTRICAL REGULATIONS, CODES AND CITY OFATLANTICBEACH ORDINANCES. ELECTRICAL CONTRACTOR: C-/A4"4 (r--c TX/ C —z ✓� MASTER ELECTRICIANS SIGNATU r OWNER OF PROPERTY; �'✓� ^� ��"�"��% JOB ADDRESS: /© RE�{ APT.( ) COMM.( ) PUBLIC( ) INDUS.( ) NEt!�,J, OLD( } REW.( ) ADDITION( ) TRAILER( ) TEMP.( ) SIGNS( ) SQ.FT. SERVICE: N INCREASE( ) REPAIR } CONDUCTOR SIZE o AMPS: /SS COPPER( ALU FEES o SWITCH OR BREAKER /,S-O AMPS / PH W 'OLT RACEWAY EXIST. SERF. SIZE AMPS PH W VOLT" RACEWAY FEEDERS NO. SIZE NO. SIZE NO. SIZE LIGHTING OUTLETS CONCEALED OPEN 1 TOTAL s RECEPTACLES CONCEALED I OPEN TOTAL 0.30AMPS 3I.I00 AMPS SWITCHES INCANDESCENT FLOURESCENT&M.V. FIXED 0,100AMPS. OVER APPLIANCES I BELL TRANSF. AIR H.P. RATING H.P. RATING CEIL. KW-HEAT CONDITIONING COMP.MOTOR OTHER MOTORS AMPS IHEAT ra a 30 k 4-I OVER MOTORS H.P. VOLTAGE PHS NO. 1 H.P. VOLTAGE PHS MISCELLANEOUS UNDER 600V OVER 600V TRANSFORMERS: NO. IKVA NO. IKVA NO.NEON TRANSF. NO I VA I MA I MOTOR SIZE SWITCH FLASHERS EACH SIGN 800 Seminole [toad• Atlantic Beach. Florida 32233-5445 Phone:(904)247-5800. Fax: (904)247-5845• http://www.ci.:atiantic-beach.fl.us 1. AIL DOOR MDIH 16V 2D CA.CATV STECL � . .. IH UCOIAT2 STRE -(a)S1RL5 PCR SCCT04 OPTIONAY IWIN S58 =3 CA.WIN EXTERIOR SKM •/C-40 CALVANIZATIDIL <? � 1 t, � a M s BORS o`G2p�Y� BO^�^2'0•--1�-��A40 O 1Y/(7I LAC 1 r AcrSD INSIDE NATION 3,au�Ts or I 2'a 2-5/8'a 20-1/7• :. LOUTYICAN YMOW PWC {)�' ALL END STUS 14 CA.CALV.S7CCL 1{CA.CALV.STEM ATTACHE RIXlCR MINCES ATTACHCD W1R HWCCS AITACHW...`. iKli AN W/(+)1/4'A J/{' .. ... W/(4)1/4'A J/4' "� � HCX HEAD SCRCWS AND 1NO+HEAD SCREWS PCR I+WCt �t rc T/ty mA w/(x>s/Ta•A 1-J/{• SC{,i RCTAWEt ' LAC BOLTS PCA HWCC ' • • r : L�r7,y I - •• • 20 CA.CALV.STEM IO CA.CALV. STEEL C'HO sTu �7 BALL STEM Nouns WTCRWCOIAIC LiRl � ATTACHE y •��+ W/d•RMUA STEWS �(i� ! Lfirr„ TYP. ROLLER HINGE' S1 TYP. 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Thu Jan 16 09:06:29 2003 Page 1 -1-4-0 0-0-0 1-p 0 1-4-0 1-0-D 1 Scale=15.6 i it 2 6.00-2 I i a T1 ry i� 3x4 3.00 F12- 4 5 1 1-5-9 1�0 0-0-0 1.0.0 1-0.0 1-0-0 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.17 Vert(LL) -0.00 2 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.00 Vert(TL) 0.03 1 >658 BCLL 10.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 3 n/a BCDL 5.0 Code FBC2001 (Matrix) 1st LC LL Min I/defl=240 Weight:6 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 1-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS (Ib/size) 3=-32/Mechanical,2=173/0-3-8,5=19/Mechanical Max Horz2=112(load case 4) Max Uplift3=-32(load case 5),2=-308(load case 4) Max Grav3=93(load case 4),2=173(load case 1),5=19(load case 1) FORCES (lb)-First Load Case Only TOP CHORD 1-2=30,2-3=-44 BOT CHORD 2-5=3,4-5=-1 NOTES 1)Wind:ASCE 7-98 per FBC2001;120mph;h=20ft;TCDL=4.2psf;BCDL=O.Opsf;occupancy category Il;exposure C; partially;MWFRS gable end zone;Lumber DOL=1.60 plate grip DOL=1.33. 2)Bearing at joint(s)2 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 3)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 32 Ib uplift at joint 3 and 308 Ib uplift at joint 2. 4)This truss design conforms with Florida Building Code 2001,based on parameters indicated. LOAD CASE(S)Standard Job Truss Truss Type Qty Ply MAIN STREET 1-185 10202957 VJ5 ROOF TRUSS 6 1 (optional) TRUE TRUSS INC.,JACKSONVILLE FL. 32226,MEJ 5.000 s Sep 4 2002 MiTek Industries,Inc. Thu Jan 16 09:06:28 2003 Page 1 -1-4-0 0-0-0 3 5- 1-4-0 5-0-0 S-1—1:13.2 o j 6.00 12 "d11 T1 112 81 5 4 3x4= z 1 3.00 12 3x4 1 5 8 5-0.0 0-0.0 5-0.0 1-4-0 438 4-3-8 0.&8 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.38 Vert(LL) -0.02 2-5 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.11 Vert(TL) -0.11 1 >176 BCLL 10.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 n/a BCDL 5.0 Code FBC2001 (Matrix) 1st LC LL Min I/defl=240 Weight:18 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.20 TOP CHORD Sheathed or 5-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS (Ib/size) 3=119/Mechanical,2=357/0-3-8,4=10/Mechanical Max Horz3=124(load case 4),2=283(load case 1),4=-289(load case 1) Max Uplift3=-213(load case 4),2=-429(load case 4) FORCES (lb)-First Load Case Only TOP CHORD 1-2=31,2-3=48 BOT CHORD 2-5=-310.4-5=-289 NOTES 1)Wind:ASCE 7-98 per FBC2001;120mph;h=20ft;TCDL=4.2psf;BCDL=O.Opsf;occupancy category 11;exposure C; partially;MWFRS gable end zone;Lumber DOL=1.60 plate grip DOL=1.33. 2)Bearing at joint(s)2 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 3)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 213 Ib uplift at joint 3 and 429 Ib uplift at joint 2. 4)Non Standard bearing condition. Review required. 5)This truss design conforms with Florida Building Code 2001,based on parameters indicated. LOAD CASE(S)Standard Job Truss Truss Type Qty Ply MAIN STREET 1-185 — 0202957 VCJ2 ROOF TRUSS 3 1 (optional) TRUE TRUSS INC.,JACKSONVILLE FL. 32226,MEJ 5.000 s Sep 4 2002 MiTek Industries,Inc. Thu Jan 16 09:06:27 2003 Page 1 -1-10-10 0-0.0 3.5-4 5-10-9 9-9-5 9 10-13 1-10-10 3.5-4 2-5-6 3-10-11 Scale=1'.19.9 4 I 3x4 s 3 ml 4.249-2 W2 In i T1 B2 L —J 2 75z5= B 5 ] 3x4= 1 U4 2.12 FIT 11 11 1-11-13 &10-13 040 3-5-46-0-1 9.10-13 3-5-4 2.6-13 3-1&12 1-1&10 Plate Offsets(X Y): [2:0-0-12 0-1-8j LOADING(psf) SPACING 2-0-0 CSI DEFL in floc) I/deft PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.44 Vert(LL) 0.08 2-7 >999 MI120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.35 Vert(TL) 0.08 2-7 >999 BCLL 10.0 Rep Stress Incr NO WB 0.38 Horz(TL) -0.04 6 n/a BCDL 5.0 Code FBC2001 (Matrix) 1st LC LL Min I/deft=240 Weight 40 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 5-8-3 oc purlins. BOT CHORD 2 X 4 SYP No.2O BOT CHORD Rigid ceiling directly applied or 5-3-10 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (Ib/size) 4=181/Mechanical,2=463/0-3-8,6=491/Mechanical Max Horz2=523(load case 2) Max Uplift4=-417(load case 5),2=-517(load case 2),6=-501(load case 2) FORCES (lb)-First Load Case Only TOP CHORD 1-2=31,2-3=-1253,3-4=44 BOT CHORD 2-7=1180,6-7=1098,5-6=0 WEBS 3-7=408,3-6=-1159 NOTES (5) 1)Wind:ASCE 7-98 per FBC2001;120mph;h=20ft;TCDL=4.2psf;BCDL=O.Opsf;occupancy category 11;exposure C; partially;MWFRS gable end zone;Lumber DOL=1.60 plate grip DOL=1.33. 2)Bearing at joint(s)2 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verity capacity of bearing surface. 3)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 417 Ib uplift at joint 4,517 Ib uplift at joint 2 and 501 Ib uplift at joint 6. 4)This truss design conforms with Florida Building Code 2001,based on parameters indicated. 5)Use SIMPSON LS30 at joint#4,#5 to attach jack truss to girder. LOAD CASE(S)Standard 1)Regular:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plo Vert:1-2=-54.0 Trapezoidal Loads(plf) Vert:2=-2.0-to-4=-133.6,2=0.0-to-7=-44.6,7=-44.6-to-5=-74.2 IFTOb Truss Truss Type Q 'I Ply MAIN STREET 1-185 �I 0202957 T8 ROOF TRUSS 3 1 (optional) TRUE TRUSS INC.,JACKSONVILLE FL. 32226,MEJ 5.000 s Sep 4 2002 MiTek Industries,Inc. Thu Jan 16 09:06:26 2003 Page 1 -1-4-0 0-40 4-18 10-1-12 18-04 20-10-4 25-B-8 28-7-0 32.0-0 3340 1.4-0 4-3-8 5.10.4 5-10-0 4-10-4 410-0 2-10.8 3-5-0 1-4-0 Scala=1.57.0 5x5= 5 l48 3x4 i 6 6.00 12 4 W3 W5 3.4 II 7 5x5 13 5x8= 4x5 W 8 14 A 45; 1 �x5% 3.00112 6x12 --_ B d� 2 d1 3x4= 3x4- 18 1 3x4 11 4x5= 1-59 4-M 29.5-9 0.0.0 438 10-1-12 1&0-0 25-8-8 32-0-0 4-3-B 5-10-4 510-4 9-8-8 8-3-8 1-40 1-4-0 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/defll PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.52 Vert(LL) 0.31 9 >237 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.90 Vert(TL) 0.35 10 >47 BCLL 10.0 Rep Stress Incr YES WB 0.66 Horz(TL) 0.15 11 n/a BCDL 5.0 Code FBC2001 (Matrix) 1st LC LL Min I/defl=240 Weight:165 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.21D TOP CHORD Sheathed or 3-10-10 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 4-8-3 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt 3-14,6-12 REACTIONS (Ib/size) 16=1289/0-3-8,11=1550/0-3-8 Max Horz 16=-342(load case 5) Max Uplift16=-1719(load case 4),11=-2088(load case 5) FORCES (lb)-First Load Case Only TOP CHORD 1-2=32,2-3=573,3-4=-1238,4-5=-1043,5-6=-1025,6-7=1175,7-8=1321,8-9=557,9-10=32 BOT CHORD 2-16=-444,15-16=-1254,3-15=-985,14-15=-642,13-14=1097,12-13=592,11-12=-1674,7-12=-311,9-11=-448 WEBS 3-14=1635,4-14=-189,4-13=-170,5-13=562,6-13=346,6-12=-2008,8-12=-1071,8-11=425 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-98 per FBC2001;120mph;h=20ft;TCDL=4.2psf;BCDL=O.Opsf;occupancy category ll;exposure C; partially;MWFRS gable end zone;cantilever left and right exposed;Lumber DOL=1.60 plate grip DOL=1.33. 3)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1719 Ib uplift at joint 16 and 2088 Ib uplift at joint 11. 4)This truss design conforms with Florida Building Code 2001,based on parameters indicated. LOAD CASE(S)Standard Job Truss Truss Type Qty Ply MAIN STREET 1-185 102021957 T6 ROOF TRUSS 7 1 (optional) TRUE TRUSS INC.,JACKSONVILLE FL. 32226,MEJ 5.000 s Sep 4 2002 MiTek Industries,Inc. Thu Jan 16 09:06:24 2003 Page 1 -14-00- 4-7-7 8-4-15 12-2.8 16-0-0 19-9-8 23-7-1 27-4-9 32-0-0 334-0 1-4-0 4-7-7 3-9-8 39-8 3.9-8 3-9-8 39-8 39-8 4-7-7 14-0 Scale=1.57.0 44= e 3x4 3x4 5 7 W5 W5 6.00 12 3x4 W 4 3x4 4 8 W3 W3 214 14 2x4 i 3 5x8= 9 1 15 3 3x4 p 3x4 2 16 12 10 yy 1 3x4; 3.00112 3x4 11id 48% 48 1-s9 335-9 0-0-0 5-10.10 10-11-5 1&0-0 21-0-11 2&1� 32-0-0 s-10.10 s-0-11 SO-11 5-x11 5-0-11 &10-10 1-4-a I I �-4o LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) 1/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.91 Vert(LL) 0.77 14 >492 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.89 Vert(TL) -0.73 14-15 >520 BCLL 10.0 Rep Stress Incr YES WB 0.76 Horz(TL) -0.56 10 n/a BCDL 5.0 Code FBC2001 1st LC LL Min I/deft=240 Weight:159 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 2-10-5 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 3-0-15 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (Ib/size) 2=1415/0-3-8,10=1415/0-3-8 Max Horz 2=341(load case 4) Max Uplift2=-1562(load case 4),1 0=-1 562(load case 5) FORCES (lb)-First Load Case Only TOP CHORD 1-2=16,2-3=-4520,3-4=-4367,4-5=-3696,5-6=-2874,6-7=-2874,7-8=-3696,8-9=-4367,9-10=-4520,10-11=16 BOT CHORD 2-16=4111,15-16=3752,14-15=3225,13-14=3225,12-13=3752,10-12=41 11 WEBS 3-16=-96,4-16=400,4-15=-393,5-15=519,5-14=-646,6-14=2366,7-10-646,7-13=519,8-13=-393,8-12=400, 9-12=-96 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-98 per FBC2001;120mph;h=20ft;TCDL=4.2psf;BCDL=O.Opsf;occupancy category Il;exposure C; partially;MWFRS gable end zone;Lumber DOL=1.60 plate grip DOL=1.33. 3)Bearing at joint(s)2,10 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 4)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1562 Ib uplift at joint 2 and 1562 Ib uplift at joint 10. 5)This truss design conforms with Florida Building Code 2001,based on parameters indicated. LOAD CASE(S)Standard Job Truss Truss Type Qty Ply MAIN STREET 1-185 0202957 T4 ROOF TRUSS 1 1 _�oational) I TRUE TRUSS INC.,JACKSONVILLE FL. 32226,MEJ 000 s Sep 4 2002 MiTek Industries,Inc. Thu Jan 16 09:06:23 2003 Page 1 .14.0 0-0-0 4-54 8.7-12 13-0.0 19.0-0 23-44 27-6-12 32-0.0 33-4-0 1-4-0 4-54 4-2-8 4-44 6-0.0444 4-2-8 4.5-4 Scale=1.57.7 48= 5x5= 5 6 T2 5x5 5x5 6.00 72 q 7 VV W5 d 2x4 11 W9 W3 2x4 I 3 8 0 92 2 9 0 15 14 13 12 11 Ig l� 1 6x8= 3x4= 3x4= 3x8= 6x8= 70 1 4x8 3x8 3.00 12 1-5-9 33-5-9 0.0.0 48-9 438 8-8 8 13-0- 8.0.0 19 0 8-e-8 27-" 4-- 32- 40 38 0.0 1-4-0 Plate Offsets(X Y): [5:0-5-8 0-2-4],[6:0-2-8 0-2-4] [9:0-3-4 0-1-8] LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.96 Vert(LL) 0.52 14 >734 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.82 Vert(TL) -0.69 14-15 >550 BCLL 10.0 Rep Stress Incr YES WB 1.00 Horz(TL) -0.35 9 n/a BCDL 5.0 Code FBC2001 1st LC LL Min I/defl=240 Weight:167 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 2-9-3 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 3-1-15 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt 4-15,7-11 REACTIONS (Ib/size) 2=1415/0-3-8,9=1415/0-3-8 Max Horz2=-287(load case 5) Max Uplift2=-1516(load case 4),9=-1516(load case 5) FORCES (lb)-First Load Case Only TOP CHORD 1-2=16,2-3=-4603,3-4=-4525,4-5=-2037,5-6=-1837,6-7=-2037,7-8=-4525,8-9=-4603,9-10=16 BOT CHORD 2-15=4182,14-15=2376,13-14=1837,12-13=1837,11-12=2376,9-11=4182 WEBS 3-15=-80,4-15=2110,4-14=-694,5-14=635,5-12=0,6-12=635,7-12=-694,7-11=2110,8-11=-80 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-98 per FBC2001;120mph;h=20ft;TCDL=4.2psf;BCDL=O.Opsf;occupancy category II;exposure C; partially;MWFRS gable end zone;Lumber DOL=1.60 plate grip DOL=1.33. 3)Provide adequate drainage to prevent water ponding. 4)Bearing at joint(s)2,9 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1516 Ib uplift at joint 2 and 1516 Ib uplift at joint 9. 6)This truss design conforms with Florida Building Code 2001,based on parameters indicated. LOAD CASE(S)Standard Job (Truss Truss Type Qty iPly MAIN STREET 1-185 I 0202957 T2 ROOF TRUSS 1 1 L_ (optional) TRUE TRUSS INC.,JACKSONVILLE FL. 32226,MEJ 5.000 s Sep 4 2002 MiTek Industries,Inc. Thu Jan 16 09:06:21 2003 Page 1 -1-4-0 0.0.0 4-3-8 9-0o 13-8-0 18-4-0 23-0-0 27-8-8 32-0-0 33-0-0 1_4.0 4-3-8 4-6-8 4-8-0 _i 4-8-0 4.8-0 4-8-8 4-3-8 1-40 Scale=1'57.7 5.5= 3x4= 3.4= 5x5= 4 5 6 7 -T2- 6M'i 26.0012 3xbi W4 5 W W4 3x4 to 3 it 8 d, V�2 W2 � 9 iId 2 14 13 12 11 101<1� d�1 15 b1 _ 6x8= 3x8= 5.5= 3x8= 6x8= d 3x8: 3x8 3.00 r12 1-5-9 33-5.9 0.0-0 4-3-8 &0.0 16-0.0 23-0-0 27-8-8 32-0-0 4-3-8 4-8-8 7-0-0 700 4-8-8 4-3-8 1-4.0 1-4.0 Plate Offsets(X Y):—[2-0-2 4 0-1-8] [4:0-2-8 0-2-4] [7:0-2-8,0-2-4] [80-0-0 0-0-0] [9 0-3 4,0-1-81,[11:0-0-0 0-0-0] [13:0-2-8 0-3-01 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.85 Vert(LL) 0.58 13 >655 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.91 Vert(TL) -0.61 12-13 >626 BCLL 10.0 Rep Stress Incr YES WB 0.69 Horz(TL) -0.37 9 n/a BCDL 5.0 Code FBC2001 1st LC LL Min I/defl=240 Weight:158 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 2-9-15 oc purlins. BOT CHORD 2 X 4 SYP No.21D BOT CHORD Rigid ceiling directly applied or 3-3-9 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (Ib/size) 2=1415/0-3-8,9=1415/0-3-8 Max Horz 2=-215(load case 5) Max Uplift2=-1434(load case 4),9=-1434(load case 5) FORCES (lb)-First Load Case Only TOP CHORD 1-2=16,2-3=-4606,3-4=-2659,4-5=-2415,5-6=-2928,6-7=-2415,7-8=-2659,8-9=-4606,9-10=16 BOT CHORD 2-15=4189,14-15=3931,13-14=2861,12-13=2861,11-12=3931,9-11=4189 WEBS 3-15=1159,3-14=-1609,4-14=940,5-14=-567,5-13=123,6-13=123,6-12=-567,7-12=940,8-12=-1609,8-11=1159 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-98 per FBC2001;120mph;h=20ft;TCDL=4.2psf;BCDL=O.Opsf;occupancy category ll;exposure C; partially;MWFRS gable end zone;Lumber DOL=1.60 plate grip DOL=1.33. 3)Provide adequate drainage to prevent water ponding. 4)Bearing at joint(s)2,9 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verity capacity of bearing surface. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1434 Ib uplift at joint 2 and 1434 Ib uplift at joint 9. 6)This truss design conforms with Florida Building Code 2001,based on parameters indicated. LOAD CASE(S)Standard Job Truss Truss Type Qty Ply STREET 1-185 0202957 114 ROOF TRUSS 1 (optional) TRUE TRUSS INC.,JACKSONVILLE FL. 32226,MEJ 5.000 s Sep 4 2002 MiTek Industries,Inc. Thu Jan 16 09:06:20 2003 Page 1 -1-0-0 0.0-0 4384-5-4 7-0-0 12-2-0 16-8-1 20-8-3 25-0.0 28-0-12 32-0.0 33-4-0 1 4 0 d 3.8 0.1 12 2-6-12 5-2-0 4-3-13 4-2-1 4-3-13 3-0.12 3-11-4_ 1-4-0 Scale=1:57.7 5x5= 7x8= 44= 314= 5x5= 4 5 6 7 8 6.00 Ff2 3x4w5 214 O 1 W4 �i 3 9 W2 ll w w9 1� a W 10 2 i6 8x8-'._-- - --B4--- _ - -- 11 o a 1 17 1--- ---- , 7x8= 4112= 4x12: 14 13 12 415= 3.00F12 2x4 11 7x8= 3x8= 1.5-9 33-59 --02-10-13 438 7-0-0 6-8 12-2-0 1 -1 20-8-3 25-0-0 28-0.12 3240 2-10.13 1-0-it 2-38 5-2-4 4-3-13 4-2-1 4-313 30-72 311-4 1-" 1-4-0 Plate Offsets(X,Y): [20.3-4 Edge] [15:0-5-12 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.54 Vert(LL) 0.83 15 >460 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.90 Vert(TL) 0.78 15 >489 BCLL 10.0 Rep Stress Incr NO WB 0.73 Horz(TL) -0.35 10 n/a BCDL 5.0 Code FBC2001 1st LC LL Min Ildefl=240 Weight 407 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP DSS *Except* TOP CHORD Sheathed or 4-5-13 oc purlins. T2 2 X 6 SYP SS BOT CHORD Rigid ceiling directly applied or 3-10-15 oc bracing. BOT CHORD 2 X 4 SYP No.2D *Except* B2 2 X 6 SYP DSS,B4 2 X 6 SYP SS WEBS 2 X 4 SYP No.3 *Except* W6 2 X 4 SYP No.2D REACTIONS (Ib/size) 2=2849/0-3-8,10=2849/0-3-8 Max Horz 2=1 82(load case 4) Max Uplift2=3586(load case 4),10=-3586(load case 5) FORCES (lb)-First Load Case Only TOP CHORD 1-2=16,2-3=-10643,3-4=-7878,4-5=-6892,5-6=-10839,6-7=-7163,7-8=-4877,8-9=-5529,9-10=-5653,10-11=18 BOT CHORD 2-17=9690,16-17=9706,15-16=10852,14-15=136,5-15=1121,13-14=0,12-13=6437,10-12=5041 WEBS 3-17=2407,3-16=-2809,4-16=3115,5-16=-4307,13-15=7483,6-15=4127,6-13=-2358,7-13=950,8-12=2124, 9-12=-91.7-12=-1936 NOTES 1)2-ply truss to be connected together with 10d Common(.1 48"x3")Nails as follows: Top chords connected as follows:2 X 4-1 row at 0-9-0 oc,2 X 6-2 rows at 0-9-0 oc. Bottom chords connected as follows:2 X 4-1 row at 0-9-0 oc,2 X 6-2 rows at 0-9-0 oc. Webs connected as follows:2 X 4-1 row at 0-9-0 oc. 2)Unbalanced roof live loads have been considered for this design. 3)Wind:ASCE 7-98 per FBC2001;120mph;h=20ft;TCDL=4.2psf;BCDL=O.Opsf;occupancy category Il;exposure C; partially;MWFRS gable end zone;Lumber DOL=1.60 plate grip DOL=1.33. 4)Provide adequate drainage to prevent water ponding. 5)Bearing at joint(s)2 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verity capacity of bearing surface. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 3586 Ib uplift at joint 2 and 3586 Ib uplift at joint 10. 7)This truss design conforms with Florida Building Code 2001,based on parameters indicated. 8)Girder carries hip end with 7-0-0 end setback 9)Special hanger(s)or connection(s)required to support concentrated load(s)539.0Ib down and 864.01b up at 25-0-0,and 539.01b down and 864.01b up at 7-0-0 on bottom chord. Design for unspecified connection(s)is delegated to the building designer. LOAD CASE(S) 1)Regular:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-4=-54.0,4-8=-117.6,8-11=-54.0,2-17=-30.0,16-17=-30.0,15-16=-65.3,12-14=-65.3,10-12=-30.0 Concentrated Loads(lb) Continued\6R$aW2539.0 12=-539.0 iOtiPIPI MAIN STREET 1-185 Job Truss Truss Type Y Y 0202957 I T12 ROOF TRUSS 1 1 (optional) TRUE TRUSS INC.,JACKSONVILLE FL. 32226,MEJ 5.000 s Sep 4 2002 MiTeK Industries,Inc. Thu Jan 16 09:06:19 2003 Page 1 -t-4-0 5-10.15 11-0-0 12-2-4 16.7-2 21.0-0 26-2-12 32.0-0 33-4-0 1-400-0-0 5-10-15 5-1-1 1-2-4 4-4 14 4-4-14 5-2-12 5-9-0 1-4-0 Scale=1:57.7 5x5= 3x4 11 3x4= 5x5= 4 5 6 7 6.00 12 3x4 2x4 ii 3 8 W7 8 8 WZ / — WS 9 M 2 16 15 1 6x8= 602= 3x8 3x4= 13 12 11 4x5= 3.00 12 2x4 11 3x8= 30= 1-5-9 33-5.9 0-0-0 4-3-B 11-0-0 12-2-4 16-7-2 24-0-5 32-0-0 43-8 6-&8 1-2-4 4d-14 7-5.3 7-11-it 1-4- Plate -4Plate Offsets(X Y): [2:0-3-4,0-1-8] [40-3-0,0 2-8] [7 0-3 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/deFl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.82 Vert(LL) 0.41 15-16 >937 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.92 Vert(TL) -0.43 15-16 >880 BCLL 10.0 Rep Stress Incr YES WB 0.58 Horz(TL) 0.21 9 n/a BCDL 5.0 Code FBC2001 (Matrix) 1st LC LL Min I/defl=240 Weight:176 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 2-9-5 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 3-2-7 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (Ib/size) 2=1415/0-3-8,9=1415/0-3-8 Max Horz2=253(load case 4) Max Uplift2=-1481(load case 4),9=-1481(load case 5) FORCES (lb)-First Load Case Only TOP CHORD 1-2=31,2-3=-4593,3-4=-2454,4-5=-2170,5-6=2205,6-7=-1918,7-8=-2259,8-9=-2435,9-10=33 BOT CHORD 2-16=4134,15-16=3094,14-15=2125,13-14=62,5-14=97,12-13=299,11-12=1709,9-11=2121 WEBS 3-16=1438,3-15=-1013,4-15=658,12-14=1680,6-14=412,6-12=-546,7-12=335,7-11=521,8-11=-259 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-98 per FBC2001;120mph;h=20ft;TCDL=4.2psf;BCDL=O.Opsf;occupancy category 11;exposure C; partially;MWFRS gable end zone;Lumber DOL=1.60 plate grip DOL=1.33. 3)Provide adequate drainage to prevent water ponding. 4)Bearing at joint(s)2 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1481 Ib uplift at joint 2 and 1481 Ib uplift at joint 9. 6)This truss design conforms with Florida Building Code 2001,based on parameters indicated. LOAD CASE(S)Standard Job Truss Truss Type Oty Ply(MAIN STREET 1-185 10202957 'T10 ROOF TRUSS 1 1 (optional TRUE TRUSS INC.,JACKSONVILLE FL. 32226,MEJ 5.000 s Sep 4 2002 MiTek Industries,Inc. Thu Jan 16 09:06:17 2003 Page 1 4-5-4 8-2-14 12-2-0 15.0-0 17-0-0 21-9-13 28-7-11 32-0.0 33-4-0 t-40 4-5-4 3-9-10 311$ 2-9.12 2-0.0 4-413 4-9-13 5-4-5 1-40 Scale=1'57.7 5x5- 5x5= 8 7 -T 2x4 11 5 3x4 8 6.00(12 4x5 i W 4 2x4 1/ 2x411 W3 W7 e 9 ` — W5 10 4 2 7x12— —_ _.__ gq - 11]g�o 17 1 5x8 3x8 15 14 13 12 4x5= 3.00 F12 2.4 II 3x4= 30= 3x4= b5-9 33-5.9 0.0-0 4-38 12-2-0 15-0-0 17-0.0 24-2-12 32-0.0 4-3-8 7-10.12 2-9-12 2-0.0 7-2-12 7-9-0 1-4-0 t-4-° Plate Offsets(X Y): [270-3-810-i--8],-[6-.0-2-8,0-2-41,[7:0-2-8,0-2-4] LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.85 Vert(LL) 0.53 16-17 >713 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.81 Vert(TL) -0.54 16-17 >700 BCLL 10.0 Rep Stress Incr YES WB 0.96 Horz(TL) -0.23 10 n/a BCDL 5.0 Code FBC2001 (Matrix) 1st LC LL Min I/defl=240 Weight:189 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.21) TOP CHORD Sheathed or 2-9-13 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 3-0-6 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt 6-16 REACTIONS (Ib/size) 2=1415/0-3-8,10=1415/0-3-8 Max Horz2=324(load case 4) Max Uplift2=-1552(load case 4),1 0=-1 552(load case 5) FORCES (lb)-First Load Case Only TOP CHORD 1-2=31,2-3=-4525,3-4=-4409,4-5=-2238,5-6=-2155,6-7=-1403,7-8=-1621,8-9=-2270,9-10=-2449,10-11=33 BOT CHORD 2-17=4060,16-17=2509,15-16=26,5-16=-117,14-15=-53,13-14=1403,12-13=1779,10-12=2134 WEBS 3-17=12,4-17=1815,4-16=-708,14-16=1554,6-16=1338,6-14=-438,7-13=525,8-13=-555,8-12=462,9-12=-230 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-98 per FBC2001;120mph;h=20ft;TCDL=4.2psf;BCDL=O.Opsf;occupancy category ll;exposure C; partially;MWFRS gable end zone;Lumber DOL=1.60 plate grip DOL=1.33. 3)Provide adequate drainage to prevent water ponding. 4)Bearing at joint(s)2 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1552 Ib uplift at joint 2 and 1552 Ib uplift at joint 10. 6)This truss design conforms with Florida Building Code 2001,based on parameters indicated. LOAD CASE(S)Standard FobTruss Truss Type rQty Ply MAIN STREET 1-185 10202957 J4 ROOF TRUSS 7 1 _ I (optional) TRUE TRUSS INC.,JACKSONVILLE FL. 32226,MEJ 5.000 s Sep 4 2002 MiTek Industries,Inc. Thu Jan 16 09:06:15 2003 Page 1 -1-4-0 0-0-0 3 1-4-0 7.0-0 Scale=1:17.3 6.00 FIT T1 2 B1 d 3z4= 1-5-8 7-0-0 0-0.0 7-0.0 7-0.0 _ 1-0-0 Plate Offsets(X Y): [2:0-1-8 0-1-81 _- --- -- —--- — - -- LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.77 Vert(LL) -0.11 2-4 >776 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.28 Vert(TL) -0.16 2-4 >517 BCLL 10.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a BCDL 5.0 Code FBC2001 (Matrix) 1st LC LL Min I/defl=240 Weight:24 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (Ib/size) 1=-129/0-1-8,3=145/Mechanical,2=547/0-3-8,4=102/Mechanical Max Horz2=423(load case 5) Max Uplift1=-129(load case 1),3=-344(load case 5),2=-782(load case 5) Max Grav1=358(load case 5),3=145(load case 1),2=547(load case 1),4=102(load case 1) FORCES (lb)-First Load Case Only TOP CHORD 1-2=87,2-3=50 BOT CHORD 2-4=0 NOTES (7) 1)Wind:ASCE 7-98 per FBC2001;120mph;h=20ft;TCDL=4.2psf;BCDL=O.Opsf;occupancy category 11;exposure C; partially;MWFRS gable end zone;Lumber DOL=1.60 plate grip DOL=1.33. 2)Bearing at joint(s)1 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 3)Provide mechanical connection(by others)of truss to bearing plate at joint(s)1. 4)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 129 Ib uplift at joint 1,344 Ib uplift at joint 3 and 782 Ib uplift at joint 2. 5)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)1. 6)This truss design conforms with Florida Building Code 2001,based on parameters indicated. 7)Use SIMPSON LS30 at joint#3 to attach jack truss to girder. LOAD CASE(S)Standard Job Truss Truss Type TOty Ply MAIN STREET 1-185 0202957 �,J2 ROOF TRUSS 2 1 (optional) TRUE TRUSS INC.,JACKSONVILLE FL. 32226,MEJ 5.000 s Sep 4 2002 MiTeK Industries,Inc. Thu Jan 16 09:06:14 2003 Page 1 3 _ 3- 0 o-o-o 1 4 0 1-4-D 3 0 0 Scale=1:9.4 1 I 9 6.00 12 `.l TI 2 BII 1 1 1 4 = 1-5-9 2A 3-0-0 0-0-0 3-0-03-0-0 1-4-0 - LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.19 Vert(LL) -0.00 2-4 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.05 Vert(TL) 0.04 1 >450 BC LL 10.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a BCDL 5.0 Code FBC2001 (Matrix) 1st LC LL Min I/deft=240 Weight:12 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 3-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.213 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (Ib/size) 3=52/Mechanical,2=224/0-3-8,4=42/Mechanical Max Horz2=186(load case 5) Max Uplift3=-168(load case 5),2=-281(load case 4) FORCES (lb)-First Load Case Only TOP CHORD 1-2=33,2-3=-47 BOT CHORD 2-4=0 NOTES 1)Wind:ASCE 7-98 per FBC2001;120mph;h=20ft;TCDL=4.2psf;BCDL=O.Opsf;occupancy category II;exposure C; partially;MWFRS gable end zone;Lumber DOL=1.60 plate grip DOL=1.33. 2)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 168 Ib uplift at joint 3 and 281 Ib uplift at joint 2. 3)This truss design conforms with Florida Building Code 2001,based on parameters indicated. LOAD CASE(S)Standard Job Truss Truss Type r Qty PIY MAIN STREET 1-185 10202957 GE01 ROOF TRUSS I1 1 I I I (optional) i TRUE TRUSS INC.,JACKSONVILLE FL. 32226,MEJ 5.000 s Sep 4 2002 MITek Industries,Inc. Thu Jan 16 09:06:13 2003 Page 1 -1-4-o ao-o 1a 10-0-0 o-o 10-0-020-0-0 1-4-0 Scale=1:35.0 45= 7 2x4 II 2x4 II 6 6 6.00 12 2�4 II 2x4 II 5 g T T � 2 2x4 II 1r 7 10 4 T T T T 3 11 4x8- 2z4 II 2x4 II 2x4 II 2x4 II 2x4 I I 2xd I I 2x4 I I 3x4 1-5-9 20.0-0 0.0.0 20-0-0 2a-o 0 i-0-0 Plate Offsets LOADING(psf) SPACING 2-0-0 7BC0.13 DEFL in (loc) I/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 Vert(LL) n/a - n/a M1120 249/190 TCDL 7.0 Lumber Increase 1.25 Vert(TL) -0.01 1 >999 BCLL 10,0 Rep Stress Incr YES Horz(TL) 0.01 11 n/a BCDL 5.0 Code FBC2001 1st LC LL Min I/defl=240 Weight:94 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 8-0-0 oc bracing. OTHERS 2 X 4 SYP No.3 REACTIONS (Ib/size) 2=222/20-0-0,11=107/20-0-0,15=180/20-0-0,16=184/20-0-0,17=109/20-0-0,18=309/20-0-0,14=182/20-0-0,13=119/20-0-0,12=293/20-0-0 Max Horz 2=246(load case 4) Max U plift2=-26 9(load case 4),11=-64(load case 5),15=-1(Ioad case 3),16=-263(load case 4),17=-197(load case 4),18=-399(load case 4),14=-264(Ioad case 5),13=-184(load case 5),12=-439(load case 5) Max G rav 2=222(load case 1),11=114(load case 7),15=180(load case 1),16=189(load case 6),17=109(load case 1),18=309(load case 1),14=186(load case 7),13=119(load case 1),12=293(load case 7) FORCES (lb)-First Load Case Only TOP CHORD 1-2=32,2-3=14,3-4=73,4-5=35,5-6=50,6-7=46,7-8=46,8-9=50,9-10=-11,10-11=69 BOTCHORD 2-18=-21,17-18=21,16-17=-21,15-16=-21,14-15=-21,13-14=-21,12-13=-21,11-12=-21 WEBS 7-15=-124,6-16=-117,5-17=-75,4-18=-191,8-14=-116,9-13=-81,10-12=-178 NOTES (8) 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-98 per FBC2001;120mph;h=20ft;TCDL=4.2psf;BCDL=O.Opsf;occupancy category ll;exposure C; partially;MWFRS gable end zone;Lumber DOL=1.60 plate grip DOL=1.33. 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see MiTek"Standard Gable End Detail' 4)Gable requires continuous bottom chord bearing. 5)Gable studs spaced at 2-0-0 oc. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 269 Ib uplift at joint 2,64 Ib uplift at joint 11,1 Ib uplift at joint 15,263 Ib uplift at joint 16, 197 Ib uplift at joint 17,399 Ib uplift at joint 18,264 Ib uplift at joint 14,184 Ib uplift at joint 13 and 439 Ib uplift at joint 12. 7)This truss design conforms with Florida Building Code 2001,based on parameters indicated. 8)APEX TECHNOLOGY IS A FICTITOUS NAME OWNED BY JAX APEX TECHNOLOGY INC.,A FLORIDA CORPORATION. FLORIDA ENGINEER BUSINESS NO.7547-333 JACKSONVILLE DRIVE,JACKSONVILLE BEACH,FL.32250-904.241.5200 THIS DRAWING IS NOT SUFFICIENT ALONE FOR INSTALLATION.ADDITIONAL INSTRUCTIONS ACCOMPANYING THIS TRUSS DRAWING,INCLUDING HIB-91,SHOULD BE USED IN CONJUNCTION WITH THE ARCHITECTURAL AND STRUCTURAL PLANS DURING INSTALLATION.IF HIB-91 HAS NOT BEEN SHIPPED TO THE SITE WITH THE COMPONENT PICTURED ON THIS PAGE,PLEASE CONTACT APEX TECHNOLOGY FOR A FREE COPY 904.241.5200 LOAD CASE(S)Standard Job Truss Truss Type Qty Ply MAIN STREET 1-185 1 1 10202957 I CJ1 ROOF TRUSS o tional TRUE TRUSS INC.,JACKSONVILLE FL. 32226,MEJ 5.000 s Sep 4 2002 M!I ek Industries,Inc. Thu Jan 16 09:06:12 2003 Page 1 s2-s 9-10-13 m-10 o-o-o sz-s 4.8-81-10-10 scaiea t1s.2 2x4 a 4.24,12 3 T1 1 2 B1 5 3x4= 4x5= 1-11-13 9-10.13 5.2-5 9.10-13 0-0.0 S2 5 4-8-9 i-10-10 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/dell PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.65 Vert(LL) -0.31 2-5 >372 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.70 Vert(TL) -0.47 2-5 >247 BCLL 10.0 Rep Stress Incr NO WB 0.27 Horz(TL) -0.01 5 n/a BCDL 5.0 Code FBC2001 (Matrix) 1st LC LL Min I/deft=240 Weight:40 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 6-6-15 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (Ib/size) 4=206/Mechanical,2=469/0-4-15,5=453/Mechanical Max Horz2=519(load case 2) Max Uplift4=-501(load case 5),2=-525(load case 2),5=-414(load case 3) FORCES (lb)-First Load Case Only TOP CHORD 1-2=34.2-3=-608,3-4=49 BOT CHORD 2-5=573 WEBS 3-5=-624 NOTES (4) 1)Wind:ASCE 7-98 per FBC2001;120mph;h=20ft;TCDL=4.2psf;BCDL=O.Opsf,occupancy category II;exposure C; partially;MWFRS gable end zone;Lumber DOL=1.60 plate grip DOL=1.33. 2)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 501 Ib uplift at joint 4,525 Ib uplift at joint 2 and 414 Ib uplift at joint 5. 3)This truss design conforms with Florida Building Code 2001,based on parameters indicated. 4)Use SIMPSON LS30 at joint#4,#5 to attach jack truss to girder. LOAD CASE(S) 1)Regular:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-2=-54.0 Trapezoidal Loads(plf) Vert:2=-2.8-to-4=-133.6,2=-0.0-to-5=44.2 2)MWFRS Wind Left:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=108.0 Horz:1-2=-116.4 Trapezoidal Loads(plf) Vert:2=-7.6-to-3=138.1,3=112.5-to-4=240.0 Horz:2=7.2-to-3=-149.4,3=-123.8-to-4=-260.8 3)MWFRS Wind Right:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=37.1 Hoa:1-2=-45.5 Trapezoidal Loads(plo Vert:2=-33.3-to-3=112.5,3=138.1-to-4=265.7 Horz:2=32.8-to-3=-123.8,3=-149.4-to-4=-286.4 Continued on page 2 ROOF TRUSSES 0202957 x PROFILE QTY PITCH TYPE BASE REACTIONS PLYI TOP tBOT 11 ID O/A .w GIRDER 09-10-13 Joint 2 Joint 4 Joint 5 00 �* 1 4.24 0. CJ1 09-10-13 469.0 lbs. 205.5 lbs. 453.4 lbs. -524.7 lbs. _501.0 lbs. -414.1 lbs. GABLE 20-00-00 Joint 2 Joint 11 Joint 12 Joint 13 Joint 14 -� s« 1 I 6.00 0.00, GE01 20-00-00 222.5 lbs. 113.8 lbs. 293.2 lbs. 118.7 lbs. 185.7 lbs.- 268.5 lbs. -63.7 lbs. -439.0 lbs. -184.0 lbs. -263.6 lbs. JACK 05-00-0000 Joint 2 Joint 3 Joint 4 2 6.00 0.00 J1 05-00- 298.1 lbs. 115.9 lbs. 71.9 lbs. -303.7 lbs. -300.4 lb& 0.0 lbs. a JACK 03-00-00 Joint 2 Joint 3 Joint 4 2 6.00 0.00 J2 03-00-00 223.71bs. 52.3 lbs. 41.91bs. -281.2 lbs. -168.3 lbs. 0.0 Ibs. 01-00 0 oint 2 6.00 0.00 JJ3K 01- 0-00 Jo174�81bs. J 100311bs. Jo� 144lbs. -315.0 lbs. -31.6 lbs. 0.0 lbs. JACK 07-00-00 Joint 1 Joint 2 Joint 3 Joint 4 7 6.00- 0.00 J4 07-00-00 358.4 lbs. 546.8 lbs. 145.1 lbs. 101.9 lbs. -128.6 lbs. -782.3lbs. -344.4 lbs. 0.0 lbs. 32 00 Jo nt 12 Ply 6.00 3.00 GITlER 32-0:0000 2849.2 lbs. J2849.2 lbs. 3586.0 lbs. -3586.0 lbs. SPECIAL 32-00-00 Joint 2 Joint 10 1 i 6.00 3.00 T10 32-00-00 1415.11bs. 1415.2 lbs. -1551.6 Ibs. -1551.6 lbs. SPECIAL 32-00-00 Joint 2 Joint 8 1 6.00 3.00 T11 32-00-00 1415.1 lbs. 1415.2 lbs. 1522.3 lbs. -1519.21bs. SPECIAL 32-00-00 J 11481.1 Ibs. Joint 1481.1 Ibs. 1 6.00 3.00 T12 32-00-00 pfl 1415.1 Ibs. 1415.2 Ibs. SPECIAL 32-00-00 Joint 2 Joint 9 1 17001- 3.00 T13 32-00-00 1415.1 lbs. 1415.2 lbs. 1433.8 lbs. -1433.7 lbs. jyplI GIRDER 32-00-00 Joint2Joint 10 6.00 3.00 T14 32-00-002849.2 Ibs. 2849.2 Ibs. 3586.1 lbs. -3585.7 lbs. µ SCISSOR HI 32-00-00 Joint 2 Joint 9 1 6.00 3.00 T2 32-00-00 1415.1 lbs. 1415.2 lbs. -1433.8 lbs. -1433.8 lbs. SCISSOR HI 32-00-00 Joint 2 Joint 8 1 6.00 3.00 T3 32-00-00 1415.1 Ibs. 1415.2 lbs. 1477.5 1 bs. 1477.5 lbs. SCISSOR HI 32-00-00 Joint 2 Joint 9 - 1 6.00 3.00 T4 32-00-00 1415.1 lbs. - 1415.2 lbs. - -- 1 -1515.6 lbs. -1515.6 tbs. PIGGYBACK 32-00-00 Joint 2 Joint 11 »� 6.00 3.7 T5 32-00-00 -1548.0 Ilbs. _ 1548.0 Ibs. ' � SCISSOR 32-00-0000-00 Joint 2 Joint 10 7 6.00i 3.00i T6 32- 1415.1 lbs. 1415.1.11bs. 1562.2 lbs. 1562.2 tbs. SPECIAL 32-00-00 Joint 2 Joint 11 2 6.00 3.00 T7 32-00-00 1083.4 Ibs. 1751.3 lbs. -1274.6 lbs. 2237.1 lbs. Project NAME: MAIN STI-185 Lot: Subdivision: County: Duval Building Code:FBC2001 Computer Program Used MiTek 5.0 s General Truss Design Loads Gravity-Roof: 42 psf Total Load Wind:120 mph from ASCE 7-98 Individual Truss Drawings Show Special Loading Conditions This package includes 25 truss design drawings with individual date of design. With my seal affixed to this sheet, I hereby certify that this serves as an index sheet in conformance with Rule 61G15-23.002(2)and 61G15-31.003 of the Florida Board of Professional Engineers. Notes: The seal on this index sheet indicates acceptance of professional engineering responsibility solely for the Truss Design Drawings listed below and attached. The suitability and use of each component for any particular building is the responsibility of the Building Designer,perANSI/TPI 1-1995 Section 2. Name: Jeffrey P.Arneson License#: 58544 Apex Technology is a fictitous name owned by Jax Apex Technology Inc.,a Florida Corporation. Florida Engineer Business No.7547 Z/G7D/e). 4745 SUTTON PARK COURT,SUITE 402,Jacksonville, FI.32224 904-821-5200 TRUSS PLACEMENT PLAN ROOFPLACEMENT PLAN NO TRUSS ID# DATE 1 0202957-CJ1 01/17/03 2 0202957-GE01 01/17/03 3 0202957-J1 01/17/03 4 0202957-J2 01/17/03 5 0202957-J3 01/17/03 6 0202957-J4 01/17/03 7 0202957-T1 01/17/03 8 0202957-T10 01/17/03 9 0202957-T11 01/17/03 10 0202957-T12 01/17/03 11 0202957-T13 01/17/03 12 0202957-T14 01/17/03 13 0202957-T2 01/17/03 14 0202957-T3 01/17/03 15 0202957-T4 01/17/03 16 0202957-T5 01/17/03 17 0202957-T6 01/17/03 18 0202957-T7 01/17/03 19 0202957-T8 01/17/03 20 0202957-T9 01/17/03 21 0202957-VCJ2 01/17/03 22 0202957-VJ4 01/17/03 23 0202957-VJ5 01/17/03 24 0202957-VJ6 01/17/03 25 0202957-VJ7 01/17/03 ROOF TRUSSES 0202957 PROFILE QTYJ PITCH TYPE BASE PLY Top BOT ID O/A REACTIONS SPECIAL 32-00-00 Joint 11 Joint 16 3 11 6.00 3.00 T8 32-00-00 1550.3 tbs. 1288.7 tbs. -2088.4 tbs. -1719.3 tbs. nt 9 Joint Ibs. J11562.1 Ibs. ��1562.2 15.1 tbs. 1415.2 Ibs. - GIRDER 09-10-13 Joint 2 Joint 4 Joint 6 3 4.24 2.12 VCJ2 09-10-13 462.5 tbs. 180.7 tbs. 491.4 tbs. -517.2 tbs. -417.3 tbs. -501.4 tbs. INVERTED 07-00-00 Joint 2 Joint 4 Joint 5 13 6.00 3.00 VJ4 07-00-00 378.1 tbs. 44.1 tbs. 231.7 tbs. -429.8 tbs. -106.3 tbs. -278.4 tbs. INVERTED 05-00-00 Joint 2 Joint 3 Joint 4 6 6.00 3.00 VJ5 05-00-00 357.3 tbs. 118.9 lbs. 9.7 lbs. -429.4 tbs. -213.2 lbs. 0.0 tbs. JACK 03-00-00 Joint 2 Joint 3 Joint 4 6 6.00 3.00 VJ6 03-00-00 223.7 tbs. 52.3 tbs. 41.9 tbs. -279.2 tbs. -170.3 lbs. 0.0 lbs. JACK 01-00-00 J 308.0 Ibs. Joint tbs. Joint Ibs. +�� 6 6.00 3.00 VJ7 01-00-00 173.5 lbs. 93 1 lbs 18 8 lbs. Job (Truss Truss Type Qty Ply MAIN STREET 1-185 0202957 ''Cil ROOFTRUSS 1 1 (optional) TRUE TRUSS INC.,JACKSONVILLE FL. 32226,MEJ 5.000 s Sep 4 2002 MiTek Industries,Inc. Thu Jan 16 09:06:12 2003 Page 2 LOAD CASE(S) 4)MWFRS 1st Wind Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=108.0 Horz:1-2=-116.4 Trapezoidal Loads(plf) Vert:2=-7.6-to-3=138.1,3=102.2-to-4=229.7 Horz:2=7.2-to-3=-149.4,3=-113.5-to-4=-250.5 5)MWFRS 2nd Wind Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=26.8 Horz:1-2=-35.2 Trapezoidal Loads(plf) Vert:2=-43.5-to-3=102.2,3=138.1-to-4=265.7 Horz:2=43.1-to-3=-113.5,3=-149.4-to-4=-286.4 Job Truss Truss Type Qty Ply MAIN STREET 1-185 0202957 11 ROOF TRUSS 2 1 o tional TRUE TRUSS INC.,JACKSONVILLE FL. 32226,MEJ 5.000 s Sep 4 2002 MiTek Industries,Inc. Thu Jan 16 09:06:14 2003 Page 1 -1-4-0 0-a0 3 5- 777 1-40 5-0-0 Stele=1:13.2 6,00 12 T1 {i 2 B1 `1 4 159 2z4= 5-0.0 0-a0 sao sao 14-0 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl T PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.44 Vert(LL) -0.03 2-4 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.14 Vert(TL) -0.17 1 >109 BCLL 10.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a BCDL 5.0 Code FBC2001 (Matrix) 1st LC LL Min I/defl=240 Weight:18 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 5-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (Ib/size) 3=116/Mechanical,2=298/0-3-8,4=72/Mechanical Max Horz2=293(load case 5) Max Uplift3=300(load case 5),2=-304(load case 4) FORCES (lb)-First Load Case Only TOP CHORD 1-2=33,2-3=42 BOT CHORD 2-4=0 NOTES (4) 1)Wind:ASCE 7-98 per FBC2001;120mph;h=20ft;TCDL=4.2psf;BCDL=O.Opsf;occupancy category II;exposure C; partially;MWFRS gable end zone;Lumber DOL=1.60 plate grip DOL=1.33. 2)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 300 Ib uplift at joint 3 and 304 Ib uplift at joint 2. 3)This truss design conforms with Florida Building Code 2001,based on parameters indicated. 4)Use SIMPSON LS30 at joint#3 to attach jack truss to girder. LOAD CASE(S)Standard Job Truss Truss Type Qty Ply ]MAIN STREET 1-185 0202957 J3 ROOF TRUSS 2 1 j TRUE TRUSS INC.,JACKSONVILLE FL. 32226,M (optional) EJ 5.000 s Sep 4 2002 MiTek Industries,Inc. Thu Jan 16 09:06:15 2003 Page 1 -1-4-0 1-0-0 0-0-0 1-0-0 1- 0 Scale=15.6 2 6.0012 81 T1 1 _ 4 2x4= 1-5-9 1A0 0 -0 1-4.0 0-0-01-0-0 1 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.18 Vert(LL) -0.00 2 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.01 Vert(TL) 0.03 1 >638 BCLL 10.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 3 n/a BCDL 5.0 Code FBC2001 (Matrix) 1st LC LL Min I/defl=240 Weight:6 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 1-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.213 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (Ib/size) 3=-32/Mechanical,2=175/0-3-8,4=14/Mechanical Max Horz2=115(load case 4) Max Uplift3=-32(load case 1),2=-315(load case 4) Max Grav3=100(load case 4),2=175(load case 1),4=14(load case 1) FORCES (lb)-First Load Case Only TOP CHORD 1-2=32,2-3=-41 BOT CHORD 2-4=0 NOTES 1)Wind:ASCE 7-98 per FBC2001;120mph;h=20ft;TCDL=4.2psf;BCDL=O.Opsf;occupancy category 11;exposure C; partially;MWFRS gable end zone;Lumber DOL=1.60 plate grip DOL=1.33. 2)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 32 Ib uplift at joint 3 and 315 Ib uplift at joint 2. 3)This truss design conforms with Florida Building Code 2001,based on parameters indicated. LOAD CASE(S)Standard Job Truss Truss Type i Qty i Ply !MAIN STREET 1-185 0202957 Ti ROOF TRUSS 1 2 (optional) TRUE TRUSS INC.,JACKSONVILLE FL. 32226,MEJ 5.000 s Sep 4 2002 MiTek Industries,Inc. Thu Jan 16 09:06:16 2003 Page 1 -1-0-04-0.0.0 4 0.8 438 2-8-8 7-0-0 5-11-7 12-11-7 19-0.9 25-0-027-e-8 32-0.0 33-4-0 6-1-3 511-7 2-8-8 4-3-8 1-40 Stale=1:57.7 6x12 MI120H= 6x12 MI120H= 2x4 II 3x4= 4 5 6 7 6.00 12 3 W4 W W4 W4 — 3x4 ld 1 8 W2 Irs- 217 9 1 7x8= 16 15 14 13 12 11 4.12 $ 4= 3x8= 5x8= 3x4= 10 3x4= 7x8= 1 = 3.00 F12 412 1-59 33-59 0.0.0 4-3-8 70 12-11-7 43'8 2-8-8 4 5-11-7 &1 3 19-0.9 25-0-0 27-8-8 32-0.0 1-4-0 511-7 2-8-8 4-3-8 _ 140 Plate Offsets(X,Y): 22:0-33,Edge],[3:0-0-0 0-0-0] LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.54 Vert(LL) 0.92 15 >413 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.90 Vert(TL) 0.87 15 >439 M1120H 187/143 BCLL 10.0 Rep Stress Incr NO WB 0.68 Horz(TL) -0.49 9 n/a BCDL 5.0 Code FBC2001 1st LC LL Min I/deft=240 Weight:375 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP DSS 'Except* TOP CHORD Sheathed or 4-5-13 oc purlins. T2 2 X 6 SYP SS BOT CHORD Rigid ceiling directly applied or 3-10-15 oc bracing. BOT CHORD 2 X 4 SYP No.2D 'Except* B3 2 X 6 SYP DSS,B2 2 X 6 SYP DSS WEBS 2 X 4 SYP No.3 REACTIONS (Ib/size) 2=2849/0-3-8,9=2849/0-3-8 Max Horz 2=-1 78(load case 5) Max Uplift2=-3586(load case 4),9=-3586(load case 5) FORCES (lb)-First Load Case Only TOP CHORD 1-2=16,2-3=-10643,3-4=-7878,4-5=-9814,5-6=-9814,6-7=-9814,7-8=-7878,8-9=-10643,9-10=16 BOT CHORD 2-17=9690,16-17=9706,15-16=6963,14-15=9814,13-14=9814,12-13=6963,11-12=9706,9-11=9690 WEBS 3-17=2407,3-16=-2809,4-16=1928,4-15=3078,5-15=-763,6-15=-0,6-13=-763,7-13=3078,7-12=1928,8-12=-2809 ,8-11=2407 NOTES 1)2-ply truss to be connected together with 10d Common(.1 48"x3")Nails as follows: Top chords connected as follows:2 X 4-1 row at 0-9-0 oc,2 X 6-2 rows at 0-9-0 oc. Bottom chords connected as follows:2 X 4-1 row at 0-9-0 oc,2 X 6-2 rows at 0-9-0 oc. Webs connected as follows:2 X 4-1 row at 0-9-0 oc. 2)Unbalanced roof live loads have been considered for this design. 3)Wind:ASCE 7-98 per FBC2001;120mph;h=20ft;TCDL=4.2psf;BCDL=O.Opsf;occupancy category ll;exposure C; partially;MWFRS gable end zone;Lumber DOL=1.60 plate grip DOL=1.33. 4)Provide adequate drainage to prevent water ponding. 5)All plates are M1120 plates unless otherwise indicated. 6)Bearing at joint(s)2,9 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 3586 Ib uplift at joint 2 and 3586 Ib uplift at joint 9. 8)This truss design conforms with Florida Building Code 2001,based on parameters indicated. 9)Girder carries hip end with 7-0-0 end setback 10)Special hanger(s)or connection(s)required to support concentrated load(s)539.01b down and 864.01b up at 25-0-0,and 539.01b down and 864.01b up at 7-0-0 on bottom chord. Design for unspecified connection(s)is delegated to the building designer. LOAD CASE(S)Standard 1)Regular:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(pI0 Vert:1-4=-54.0,4-7=-117.6,7-10=-54.0,2-17=-30.0,16-17=-30.0,12-16=-65.3,11-12=-30.0,9-11=-30.0 Concentrated Loads(lb) Vert:16=-539.0 12=-539.0 Job Truss Truss Type Qty Ply MAIN STREET 1-185 10202957 T11 ROOF TRUSS 1 1 j o tional TRUE TRUSS INC.,JACKSONVILLE FL. 32226,MEJ 5.000 s Sep 4 2002 MiTek Industries,Inc. Thu Jan 16 09:06:18 2003 Page 1 -14-0-40 0-0 4-38 438 3- 8-2-14 12-2413-0-0 1g-p.0 118 3.11-6 -9-1 &0.0 6-2-12 25-2-12 �� 32-Q0-40334-0 Scale=1:57.7 48 4.8= 5 6 I 6.00 12 4x5 4 w5 3x4 7 2.4 II W3 3 WJ 6 - WB a e �w I 2 �1 16 _ 8 5x8= 7x12= - si�4 3x8 13 12 11 10 44= 3.00 12 2x4 11 08= 214 II 2x4 2x4 II 1-5-9 33-5.9 1-40&0 4-3_8 3 8 4-3.8 7-10.12 12-24 198-0 25-2-12 &9-4 328.0 6 9 12- 6-2-12 --J 1-ao Plate Offsets(X,Y). [2:0-3 8 0-1-8] [5:0-4-0 ---- LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.93 Vert(LL) 0.50 15-16 >764 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.81 Vert(TL) -0.57 15-16 >671 BCLL 10.0 Rep Stress Incr YES WB 0.86 Horz(TL) -0.22 8 n/a BCDL 5.0 Code FBC2001 (Matrix) 1st LC LL Min I/defl=240 Weight:177 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 2-9-10 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 3-1-6 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (Ib/size) 2=1415/0-3-8,8=1415/0-3-8 Max Horz2=288(load case 4) Max Uplift2=-1522(load case 4),8=-1519(load case 5) FORCES (lb)-First Load Case Only TOP CHORD 1-2=31,2-3=-4541,3-4=-4422,4-5=-2174,5-6=-1889,6-7=-1837,7-8=-2452,8-9=33 BOT CHORD 2-16=4077,15-16=2536,14-15=2536,12-14=304,5-14=630,12-13=0,11-12=-54,10-11=2112,8-10=2112 WEBS 3-16=22,4-16=1811,4-14=-741,11-14=1655,6-11=167,7-11=-612,7-10=224,6-14=430,13-15=-183 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-98 per FBC2001;120mph;h=20ft;TCDL=4.2psf;BCDL=O.Opsf;occupancy category ll;exposure C; partially;MWFRS gable end zone;Lumber DOL=1.60 plate grip DOL=1.33. 3)Provide adequate drainage to prevent water ponding. 4)Bearing atjoint(s)2 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1522 Ib uplift at joint 2 and 1519 Ib uplift at joint 8. 6)This truss design conforms with Florida Building Code 2001,based on parameters indicated. LOAD CASE(S)Standard Job Truss Truss Type Qty Ply MAIN STREET 1-185 —, j 0202957 T13 ROOF TRUSS 1 1 TRUE TRUSS INC.,JACKSONVILLE FL. 32226,MEJ (optional) 5.000 s Sep 4 2002 MiTek Industries,Inc. Thu Jan 16 09:06:19 2003 Page 1 -14-0 4.0.0.0 4-3-8 4-3-6 4-8-8 8-0.0 12-2d 5-414 17-7-2 5-q-14 23-0-0 q 2 12 27-2-12 ¢� 32-0.0 334.0 3 2-4 ao Scale=1:57.7 6x8= 2x4 11 3x4= 48= 4 5 6 7 6.00 12 2.41111 W3 W4 2x4 3 W7 8 d W 2 7x12= 9 6x 8= a4 - 101a 4 3x8; 13 12 11 4.5= 3.00 F12 2x4 11 8x8= 3x4= 1-5.9 33-5-9 0.0.0 438 12.2_q 1-4-0 4-3-8 7-10-12 5-414 17-7-2 23.0-0 -0-0 �-0 32-0-0 4-14 1-4-0 Plate Offsets(X Y): [2:0-3-4 0-1-8] [4k--6-0,0-2-8f,—[77-0-5-8,0-2--4]---- LOADING 4:0-6-002-8] [T0-580-2-4]LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.91 Vert(LL) -0.52 14-15 >738 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.82 Vert(TL) -0.74 14-15 >513 BCLL 10.0 Rep Stress Incr YES WB 0.93 Horz(TL) -0.24 9 n/a BCDL 5.0 Code FBC2001 1st LC LL Min I/deft=240 Weight:172 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 2-10-0 oc purlins. BOT CHORD 2 X 4 SYP No.21) BOT CHORD Rigid ceiling directly applied or 3-3-8 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt 4-15,12-14 REACTIONS (Ib/size) 2=1415/0-3-8,9=1415/0-3-8 Max Horz2=217(load case 4) Max Uplift2=-1434(load case 4),9=-1434(load case 5) FORCES (lb)-First Load Case Only TOP CHORD 1-2=16,2-3=-4603,3-4=-4528,4-5=-2811,5-6=-2811,6-7=-2294,7-8=-2083,8-9=-2316,9-10=16 BOT CHORD 2-15=4182,14-15=2325,13-14=79,5-14=-232,12-13=0,11-12=1872,9-11=2051 WEBS 3-15=-103,4-15=2154,4-14=710,12-14=2335,6-14=623,6-12=-633,7-12=552,7-11=311,8-11=-212 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-98 per FBC2001;120mph;h=20ft;TCDL=4.2psf;BCDL=O.Opsf;occupancy category 11;exposure C; partially;MWFRS gable end zone;Lumber DOL=1.60 plate grip DOL=1.33. 3)Provide adequate drainage to prevent water ponding. 4)Bearing at joint(s)2 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1434 Ib uplift at joint 2 and 1434 Ib uplift at joint 9. 6)This truss design conforms with Florida Building Code 2001,based on parameters indicated. LOAD CASE(S)Standard Job Truss Truss Type IQty Ply MAIN STREET 1-185 --� 0202957 T14 ROOF TRUSS '2 1 o tional TRUE TRUSS INC.,JACKSONVILLE FL. 32226,MEJ 5.000 s Sep 4 2002 MiTek Industries,Inc. Thu Jan 16 09:06:20 2003 Page 2 LOAD CASE(S) 2)MWFRS Wind Left:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert: 1-2=49.5,2-4=40.9,4-8=247.9,8-10=67.1,10-11=30.5 Horz:1-2=-57.9,2-4=-49.3,8-10=75.5,10-11=38.9 Drag:4-5=1.7,7-8=-2.0 Concentrated Loads(lb) Vert:16=864.0 12=864.0 3)MWFRS Wind Right:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=30.5,2-4=67.1,4-8=247.9,8-10=40.9,10-11=49.5 Horz:1-2=-38.9,2-4=-75.5,8-10=49.3,10-11=57.9 Drag:4-5=1.7,7-8=-2.0 Concentrated Loads(lb) Vert:16=864.0 12=864.0 4)MWFRS 1st Wind Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=108.0,2-4=99.3,4-8=212.0,8-10=63.4,10-11=26.8 Horz:1-2=-116.4,2-4=-107.7,8-10=71.8,10-11=35.2 Drag:4-5=1.4,7-8=-1.7 Concentrated Loads(lb) Vert:16=864.0 12=864.0 5)MWFRS 2nd Wind Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=26.8,2-4=63.4,4-8=212.0,8-10=99.3,10-11=108.0 Horz:1-2=-35.2,2-4=-71.8,8-10=107.7,10-11=116.4 Drag:4-5=1.4,7-8=-1.7 Concentrated Loads(lb) Vert:16=864.0 12=864.0 6)1st unbalanced Regular:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-4=-54.0,4-8=-117.6,8-11=-14.0,2-17=-30.0,16-17=-30.0,15-16=-65.3,12-14=-65.3,10-12=-30.0 Concentrated Loads(lb) Vert:16=-539.0 12=-539.0 7)2nd unbalanced Regular:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-4=-14.0,4-8=-117.6,8-11=-54.0,2-17=-30.0,16-17=-30.0,15-16=-65.3,12-14=-65.3,10-12=-30.0 Concentrated Loads(lb) Vert:16=-539.0 12=-539.0 Job Truss Truss Type Qty Ply MAIN STREET 1-185 10202957 T3 ROOF TRUSS 1 1 (optional) TRUE TRUSS INC.,JACKSONVILLE FL. 32226,MEJ 5.000 s Sep 4 2002 MiTek Industries,Inc. Thu Jan 16 09:06:22 2003 Page 1 -1A-0 0-0.0 5-10.15 11-0-0 16-0-0 1-4-0 5-10-15 5-1-1 5-0-0 50-0 21-0-0 5.1-1 28-1 1 5-10.15 32-0.04- 2-0.0 a033A-0 Scale=1:57.7 4x8- 2x4 II 4x8 4 5 6 --- T2 6.00 12 4x5 i W4 yvW4 4x5 3 7 d W2 W2 2 d11 14 73 12 11 8 10 dd 6x8= 3x4= 5x8- 9 i¢o 3x4= 6x8= 3x8; 3.00 12 3x8 S9 33-59 0.0-0 4 38 4-M 6-&8 11-0-0 16-0.0 21-0.0 &8-8 27-8-P 4 32-0.0 40 5-0-0 5-0-0 - 1-ao Plate Offsets(X,Y [2:0-3-4,0-1-8] [4:0-5-8 0 2-4],—[6-:-0---5--8,0-2--41,[8:-0--3--4,0--1-8] [10:0-0-0 0-0-0] [12 0-40 0-3-0] - — LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.99 Vert(LL) 0.47 12 >808 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.82 Vert(TL) -0.51 10-11 >744 BCLL 10.0 Rep Stress Incr YES WB 0.62 Horz(TL) 0.33 8 n/a BCDL 5.0 Code FBC2001 1st LC LL Min I/defl=240 Weight:165 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 2-7-6 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 3-4-4 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (Ib/size) 2=1415/0-3-8,8=1415/0-3-8 Max Horz 2=-251(load case 5) Max Uplift2=-1478(load case 4),8=-1478(load case 5) FORCES (lb)-First Load Case Only TOP CHORD 1-2=16,2-3=-4569,3-4=-2322,4-5=-2318,5-6=-2318,6-7=-2322,7-8=-4569,8-9=16 BOT CHORD 2-14=4170,13-14=3089,12-13=2093,11-12=2093,10-11=3089,8-10=4170 WEBS 3-14=1515,3-13=-1085,4-13=561,4-12=303,5-12=-262,6-12=303,6-11=561,7-11=-1085,7-10=1515 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-98 per FBC2001;120mph;h=20ft;TCDL=4.2psf;BCDL=O.Opsf;occupancy category II;exposure C; partially;MWFRS gable end zone;Lumber DOL=1.60 plate grip DOL=1.33. 3)Provide adequate drainage to prevent water ponding. 4)Bearing at joint(s)2,8 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1478 Ib uplift at joint 2 and 1478 Ib uplift at joint 8. 6)This truss design conforms with Florida Building Code 2001,based on parameters indicated. LOAD CASE(S)Standard Job Truss Truss Type Qty Ply MAIN STREET 10202957 T5 ROOF TRUSS 1 1 o tional TRUE TRUSS INC.,JACKSONVILLE FL. 32226,MEJ 5.000 s Sep 4 2002 MiTek Industries,Inc. Thu Jan 16 09:06:23 2003 Pagel -i-0-0 0-0-0 3-11-12 1-4-0 3-it-12 7- 3-1-13 1-8 3-1-13 10-3-5 4 _8_71 15-0.0 2_0_0 17-0-0 24-1 2 4-8-11 21$11 yi-13 0.8 3-113 211432-0-0 3 311-12 -0 034-0 Scale=1:57.0 5x5= 5.5= 6 7 6 W a4 112x4 II WS WS 6.00 12 5 8 3x4 3x4 4 g W3 W3 � 2x4 1 15 5x5= 2x4 3 1 0 1614 3x8; 3x8 2 17 13 31 3x4 3.00 r12 3x4 1218 4x8 08 1-5-9 335.9 0.0-0 5$10 5$10 4$11 10.3-5 5-8 16A $1 0 211 26-5-6 32-0.0 1-q-p 11 58-11 48-11 5-6-10 - 1-4-0 Plate Offsets(X,Y): [6:0-2-8,0-2-41,[7:0-2-8,0-2-4] ---- — ---- — ---- LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.85 Vert(LL) 0.75 16 >505 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.86 Vert(TL) -0.73 15-16 >519 BCLL 10.0 Rep Stress Incr YES WB 0.91 Horz(TL) -0.53 11 n/a BCDL 5.0 Code FBC2001 1st LC LL Min I/deft=240 Weight:166 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 2-11-4 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 3-1-1 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt 6-16,7-14 REACTIONS (Ib/size) 2=1415/0-3-8,11=1415/0-3-8 Max Horz2=-323(load case 5) Max Uplift2=-1548(load case 4),11=-1548(load case 5) FORCES (lb)-First Load Case Only TOP CHORD 1-2=16,2-3=-4525,3-4=-4411,4-5=-3837,5-6=-3839,6-7=-2913,7-8=-3839,8-9=-3837,9-10=-4411,10-11=-4525, 11-12=16 BOT CHORD 2-17=4105,16-17=3917,15-16=2785,14-15=2785,13-14=3917,11-13=4105 WEBS 3-17=-39,4-17=255,4-16=-391,5-16=-219,6-16=1067,6-15=790,7-15=790,7-14=1067,8-14=-219,9-14=-391, 9-13=255,10-13=-39 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-98 per FBC2001;120mph;h=20ft;TCDL=4.2psf;BCDL=O.Opsf;occupancy category ll;exposure C; partially;MWFRS gable end zone;Lumber DOL=1.60 plate grip DOL=1.33. 3)Provide adequate drainage to prevent water ponding. 4)Bearing at joint(s)2,11 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1548 Ib uplift at joint 2 and 1548 Ib uplift at joint 11. 6)This truss design conforms with Florida Building Code 2001,based on parameters indicated. LOAD CASE(S)Standard Job Truss Truss Type Qty Ply MAIN STREET 1-185 0202957 iT7 ROOF TRUSS 2 1 (optional) I TRUE TRUSS INC.,JACKSONVILLE FL. 32226,MEJ 5.000 s Sep 4 2002 MiTek Industries,Inc. Thu Jan 16 09:06:25 2003 Page 1 -11-0 PO-0 5-10-10 10-11-5 16.0-0 20-10.4 25-8-8 28-7-0 32 -0 1-4-0 5-10-10 5-0.11 5-0-11 4 101 4A0-4 -0 2 10-8 3 5 0 11-33-4-00 Scale=1:57.0 05 5 V 3x4 5x8 4 6 6.00 12 W4 W8 3x4 2x4 It 3 W2 7 13 -- 5x8= 3x8 14 W 6 ry 3x4: W 2 15 4x12 2 9 b1 2x4 11 3.00 F12 10;'4 3x4= 44= 11 4.5= 1-5-9 33-5-8 OAU 5-10-10 10-11-5 16.0-0 25b8 32-0-0 b4-0 5-10-10 5-0-11 5-0-11 9-8-8 6-3-8 _ 11-0 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/deFl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.92 Vert(LL) -0.57 12-13 >539 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.72 Vert(TL) -0.85 12-13 >363 BCLL 10.0 Rep Stress Incr YES WB 0.84 Horz(TL) -0.22 11 n/a BCDL 5.0 Code FBC2001 1st LC LL Min I/deft=240 Weight:162 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.213 TOP CHORD Sheathed or 3-2-15 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 3-7-11 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt 6-12 REACTIONS (lb/size) 2=1083/0-3-8,11=1751/0-3-8 Max Horz2=342(load case 4) Max Uplift2=-1275(load case 4),11=-2237(load case 5) FORCES (Ib)-First Load Case Only TOP CHORD 1-2=16,2-3=-3118,3-4=-2321,4-5=-1442,5-6=-1442,6-7=1395,7-8=1395,8-9=562,9-10=16 BOT CHORD 2-15=2846,14-15=2846,13-14=2140,12-13=791,11-12=-1948,7-12=-207,9-11=-500 WEBS 3-15=162,3-14=-686,4-14=365,4-13=-824,5-13=1017,6-13=548,6-12=-2635,8-12=-1251,8-11=578 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-98 per FBC2001;120mph;h=20ft;TCDL=4.2psf;BCDL=O.Opsf;occupancy category ll;exposure C; partially;MWFRS gable end zone;cantilever right exposed;Lumber DOL=1.60 plate grip DOL=1.33. 3)Bearing at joint(s)2 considers parallel to grain value using ANSIlTPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 4)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1275 Ib uplift at joint 2 and 2237 Ib uplift at joint 11. 5)This truss design conforms with Florida Building Code 2001,based on parameters indicated. LOAD CASE(S)Standard Job Truss Truss Type Qty Ply MAIN STREET 1-185 i 10202957 T9 ROOF TRUSS 4 11 (optional) j TRUE TRUSS INC.,JACKSONVILLE FL. 32226,MEJ 5.000 s Sep 4 2002 MiTek Industries,Inc. Thu Jan 16 09:06:26 2003 Page 1 -1-0-0 0.0.0 4-3-8 311-6 8-2-14 3-11-fi 12-2-0 78-0-0 21-1-13 263-11 32-0-0 33-4-0 1-4A 4-3-8 3-9-12 51-13 51-13 5-8-5 14-0 Scale=1'.57.0 45= 6 2x4 11 5 3x4 6.00 12 7 I 5x5 W 4 2x4 2x4 II W3 W7 8 g 3 W WS 2 15 602— 9 1 fixe= tOjd 4x8. 13 12 11 4x5= 3.00 12 2x4 I I 3x8= 3x4= 1-5.9 33-5-9 0-0-0 4- 1-4.0 4-3-8 7-10-12 12-2-0 3-9-12 160.0 7 8 12 238-12 8 3-4 32-0{1 3e -0-0 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.95 Vert(LL) -0.48 14-15 >791 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.82 Vert(TQ -0.69 14-15 >548 BCLL 10.0 Rep Stress Incr YES WB 0.71 Horz(TL) -0.24 9 n/a BCDL 5.0 Code FBC2001 1st LC LL Min I/deft=240 Weight:183 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 2-10-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 3-0-13 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt 4-15.6-14 REACTIONS (Ib/size) 2=1415/0-3-8,9=1415/0-3-8 Max Horz2=342(load case 4) Max Uplift2=-1562(load case 4),9=-1562(load case 5) FORCES (lb)-First Load Case Only TOP CHORD 1-2=16,2-3=-4603,3-4=-4527,4-5=-2146,5-6=-2146,6-7=-1479,7-8=-2106,8-9=-2303,9-10=16 BOT CHORD 2-15=4182,14-15=2491,13-14=57,5-14=-213,12-13=0,11-12=1693,9-11=2043 WEBS 3-15=-66,4-15=2004,4-14=-708,12-14=1363,6-14=1301,6-12=229,7-12=-548,7-11=446,8-11=-231 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-98 per FBC2001;120mph;h=20ft;TCDL=4.2psf;BCDL=O.Opsf;occupancy category II;exposure C; partially;MWFRS gable end zone;Lumber DOL=1.60 plate grip DOL=1.33. 3)Bearing at joint(s)2 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 4)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1562 Ib uplift at joint 2 and 1562 Ib uplift at joint 9. 5)This truss design conforms with Florida Building Code 2001,based on parameters indicated. LOAD CASE(S)Standard Job iTruss Truss Type Qty Ply MAIN STREET 1-185 �I 10202957 VJ4 ROOF TRUSS 13 ii� (optional) ' TRUE TRUSS INC.,JACKSONVILLE FL. 32226,MEJ 5.000 s Sep 4 2002 MiTek Industries,Inc. Thu Jan 16 09:06:27 2003 Page 1 -1-40 0-0-0 4-5.4 1-0-0 4-5d 2-6-12 Scale=1:17.0 3x4 i 3 a 6.00 12 W W2 T1 B2 B1 5 65,5= 2 d ( 3x4= 3x4; 3.002 1 1-5.9 7-0.0 0-M 4-3-6 1A-0 43-6 2.8-6 7-0-0 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.19 Vert(LL) -0.02 2-6 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.18 Vert(TL) -0.05 1 >399 BCLL 10.0 Rep Stress Incr YES WB 0.16 Horz(TL) -0.01 5 n/a BCDL 5.0 Code FBC2001 (Matrix) 1st LC LL Min I/defl=240 Weight:30 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 8-6-15 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (Ib/size) 4=44/Mechanical,2=378/0-3-8,5=232/Mechanical Max Horz 2=41 0(load case 4) Max Uplift4=-106(load case 5),2=-430(load case 4),5=-278(load case 4) FORCES (lb)-First Load Case Only TOP CHORD 1-2=31,2-3=-516,3-4=-41 BOT CHORD 2-6=431,5-6=383 WEBS 3-6=205,3-5=-428 NOTES (5) 1)Wind:ASCE 7-98 per FBC2001;120mph;h=20ft;TCDL=4.2psf;BCDL=O.Opsf;occupancy category II;exposure C; partially;MWFRS gable end zone;Lumber DOL=1.60 plate grip DOL=1.33. 2)Bearing at joint(s)2 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 3)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 106 Ib uplift at joint 4,430 Ib uplift at joint 2 and 278 Ib uplift at joint 5. 4)This truss design conforms with Florida Building Code 2001,based on parameters indicated. 5)Use SIMPSON LS30 at joint#5 to attach jack truss to girder. LOAD CASE(S)Standard Job Truss Truss Type Oty Ply MAIN STREET 1-185 0202957 VJ6 ROOF TRUSSg 1 optional) TRUE TRUSS INC.,JACKSONVILLE FL. 32226,MEJ 5.000 s Sep 4 2002 MiTek Industries,Inc. Thu Jan 16 09:06:28 2003 Page 1 -i-40 1-4.0 0-0-0 3-0-0 3 3 Scale=7:9.4 4 6.00;12 T1 r 2 81 4 3.00 12 314 0 1 1-5-9 30-0 ao-o 1-40 3-0-0 30-0 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.19 Vert(LL) -0.00 24 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.05 Vert(TL) 0.04 1 >465 BCLL 10.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a BCDL 5.0 Code FBC2001 (Matrix) 1st LC LL Min I/defl=240 Weight:12 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 3-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.21D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (Ib/size) 3=52/Mechanical,2=224/0-3-8,4=42/Mechanical Max Horz2=188(load case 5) Max Uplift3=-170(load case 5),2=-279(load case 4) FORCES (lb)-First Load Case Only TOP CHORD 1-2=31,2-3=-48 BOT CHORD 2-4=8 NOTES 1)Wind:ASCE 7-98 per FBC2001;120mph;h=20ft;TCDL=4.2psf;BCDL=O.Opsf;occupancy category II;exposure C; partially;MWFRS gable end zone;Lumber DOL=1.60 plate grip DOL=1.33. 2)Bearing atjoint(s)2 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 3)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 170 Ib uplift at joint 3 and 279 Ib uplift at joint 2. 4)This truss design conforms with Florida Building Code 2001,based on parameters indicated. LOAD CASE(S)Standard BUILDING, PL4NNINGAND ZONING INSPECTION DEPAR THENT CITY OFATL4NTIC BE,4CH, FLORIDA CER TIFIC4TE OF OCCUPANCY WORKSHEET Date Requested:' / Building Contracts: �.�• �; j� �� Building Permit Number: f Address I e -� De�- scrictior.• . Lc,:�)+ ("A CJ41- Improve_-Ments to the above described prccerty have been completed in accordance with the terms of the permit and is certified to be ready for occupancy as LCweSt Floor Elevation : , required as built BEFORE ISSUING CERTIFICATE OF OCCUPANCY THE FOLLOWING MUST BE COMPLETE DEPARTMENT DATE NOTIFIED DATE APPROVED BY Fire - Public Works Planni ng e -7-03 &u i 1 di n g BOUNDARY 8c TREE SURVEY OF: BEACH -)AGE(S) 34 OF THE CURRENT IN PLAT 1300K 18 ) f PUBLIC RECORDS OF' DUVAL COUNTY, FLORIDA. Howsa - La N07 "Sl CA Z Z. OPE V APPROXIMA TE FOP OF BANK ---'''^ TOP ~ ~.. ASSOC.SUIT. W OAK OAK PINE 0 OAK I joAK OAK OAK OAK 3 co OAK -0 OAK OAK C) 0 OAK oil' OAK LOT 1, BLOCK 185 9 OAK 14. OAK 24" OAK 1.3 0. 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KS■riot AMDrOR 3/Y 1t 2 S/•'RARM6 f'Rld, f'aY HARD WSIRm RnpTSDpNM ADrDOpIR�gr m�pW q 1/ADS ,'•ri"' ,; •'/',•11,111•''•` t 4 .4 !T► TW!/a•Y.'AAA DW T•OI iM O.Q :3,M M[IIDD a LOADK,03 . tl:; }L1 T.la f R•W DM WOI S•'O.0 MMM TRT9,01N N U.W7fAURAL MrIORYAN:t CV DCSCAIP,RON 0I RCNSIONS Y ah a .wu,a47MGN e p tt MIW�txa°-r4 Ao M OATS Ir ? d ISSDCK.A.N6.A1I/esorv,w, •r, .w:M lWC�kRO W,Mr ON M ORA' WAM Nt709A A COVERTED OMWINC TO NEW ICKtMAT tiW7 ,y ERf ri¢it ArO.pq Ir x i-r/,'START.D r 1114.. We IQ+D°.D►ARA,rCIO,W.. -.. • M Moto In7ro7 DLJ a •mai•`- R1A".xT T DDS WG 1.•QQ .. G.: t' Lfhi, alta 1/1'S 1•S/1'S1MT1Y0'1.7WOY DDR Irtt INR a " s 3 DOOR CAR rav a too MTI 0•AS'RST-M,q .OW PNE IAS1O.OR KA'NTMI)AT If*QC KNIT l'rJ 'irt('1 •. . NSM M mti SINI WM a FRT V ODORS CIN • +:T , 4I. cI. �' "T..Ifr W/r0 ktTS cm IK amw7u.A.I 10 . . 441 T .,IL'If ME-M ftw MOOR AT 11 LK/C 1 ItsRIA •�� R vARA_a-M am"h oWCR now EDMlNq aAr/x L UK►ACmR a 1A C ormAg MMODEL /800 STRATFORD N 2r1 s .' '' ' INA a e ' i �rw t, Msoc m mW"°oc i w a u!EPR nM 2 rm oroaas WOM MODEL /950 FiERITACE '}k'` •:. "�'': tp' 101 HEWS Ia0 A,O AKi a r0'p lraa MMM 8001 NOWT D.PRAWN BY AAC .; .•.�P 1, ..V•>:..., ,. ' PATE 07/23/96 MA.4C NLA7aq �rA ' 8 aKa Ir AAt DAR 04n3/0T ,S i F SS CITY OF ATLANTIC BEACH } ATLANTIC SEMINOLE ROAD LANTIC BEACH,FL 32233 M INSPECTION PHONE LINE 247-5826 Application Number 10-00000420 Property Address Date 4/20/10 1089 MAIN ST Application type description FENCE PERMIT Property Zoning . . . . . . . TO BE UPDATED -----Application-valuation . . . . 0 Application desc -------------------------------------------------------- 5 ft fence ---------------------------- Owner Contractor ------------------------ ------------------------ OWNER ------------------------------------------------ Permit . . . . . FENCE PERMIT Additional desc . . Permit Fee . . . . 35 . 00 Plan Check Fee Issue Date . 00 Expiration Date . . 10/17/10 Valuation 0 ------------------------------------------------------ Special Notes and Comments *2007 FLORIDA BUILDING CODE W/ 105- 106 SUPPLEMENTS . 2007 FLORIDA BUILDING CODE - RESIDENTIAL. 2005 NATIONAL ELECTRICAL CODE. *ALL FENCES OR ENCLOSURES OF LAND SHALL BE SUBSTANTIALLY CONSTRUCTED. *SCHEDULE FINAL INSPECTION ONCE FENCE HAS BEEN COMPLETED. PERMIT AND APPROVED SURVEY MUST BE AVAILABLE FOR FINAL INSPECTION. ----------------------------- ------------------------ Fee summary Charged Paid Credited Due ---------- ---------- Permit Fee Total 35 . 00 35 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 35 . 00 35 . 00 . 00 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. f0Z0M3 ny:43 9042466495 OMALLEY PAGE 02 FAA ' 3ti0"40 ROUNOA.RYLOT � Spit Iwo 11114kir 1 BLOCK1S5 ACC4R41NCti TO �R��E PEAT�P�� • AS RECORDED IN pt,�t,T g0 '" � pp,,�� PUMA 9O RDSB PAGE(S CU�I CEMMMM YOs O� DUYAL COUNiY,3FLORIDA. OF THE CURRENT FIDELITY NATION. TZEM I,T FERRY, WATSON & OSSORNE TITI IIQSURANCE COMPANY AM MR9ICES, INC. , a cit 11 Whwr A4AZA OF—WAY) copy est� NaT PHYS1M4ZZ Y OPFN A wA7S rtP Cr @AApCMAN _Z-AF$WaVAfA2r Too IMAMAN o.W ia4• 45" "*1�►11�' ( 2�1i 1-S7Mr APAW o ar W Nd 1499 0 IN Q' _- o F.F. ity fAtlantic Beach - _ 1�°1IaTlntng d Zoning Department A��4• n$ g Prsub vis on and iaocewit ocapli Janie .til � AAn� �1Z vrovpment regul tions, but does not constitute , + s p al for the Is ance of permits. Compliance 4' Q5. �; 'L h Florida Bulldin Code and all other applicable r Map I al, State and F deral permitting requirements st be verified by ignature of e City of Atlantic Permit. th AL,JQZSSAM o s• Botfdi !ai prior to the Issuance of a I p ror.�,�• r •.Ld/ "W1 R) Proved By: Loft Z, BLOCK 18.5 fe: un eve opmentiTr 5V E y 7.AN61M ARE mom FOa 11!1,4 Sl1RVE1 i pMRW,r+E Na sNorN Ips I,ITMN P1 M _As r�sr Assoc TEDSUR INC. °E'�"""NED�° �t=I000` i "s P,v�x�ate,-LAS AM LAND ! t]ICiNEERINa SI111VEtS 3 1tDS A Sm SWACE SLRIV�ONNLLy tf£MENT OF t MM FOp� 3848 BLANDING 90UIE1rARD 4, raIMTA Y gp yE AREAS IF ANY,Noy SLE. FLORIDA 32210 $,TNl9 SURIEY BASEb ON 7 ,� 904-•77t=646$ 11GOR05 MARE NOT 8Y ONS F�JMM ig,Tre KMr S FM CAMWOM y R167CATE OF AU AMN N0.LS 00046 Tn� RESNOY SL 4ANtIRQ TAS d1 oRpp1A a Et4 711�tE i"OtSO BE MU?STAT MI/ALL I CF REC FO THAT AFFt�.`r TIi1B PARCEL FILE MEREBY CEI2 SIO THIS SURVEY WAS DANE UNDER MY 6. QTtlFRr SrATFO ALL ltON PPEq FOUND NAVE NO®F11nIn JWT Copy .RECT St1PERiM510N AN MEEPS TM_ MFINIMUN_TECNNICAL lEh�p/4f�MMTpNs rANpARD® 1*RESIR 1"" LAND NO PUR CFfAPTER . r p t P. �PPWM� 1>iN{�It,7 I GI7- FLOP"A 472. >nuNO IRON PIN OR r+JPE01(( PIRG ..POW aF MUM OEM N; 'OF C MATCHER FL IDA FICATE NO.3777 -oR{iA P Cam UM WE RMF..W M519tIRFA Nc._COHGtEtE 0T.= nE CHARLES L STARLING r R�41U5 4 ARC LeMIN \C -AIR .T.)�TIE FLORIDA CERTIFICATE NO.4575 O.Rs.=OFA0%L RECORD BOOK a WATt3t METER •96=UR1fY PGLE RAiAtlMta at. SCNAEFM FIAliJA4 GERI7FICATI: NO. 6732 0gV•- aerwm WU716 P.E9. P@5 E�f1P11Q1r PR1t.= -OO-nM W-401f5 M am IOB NO, 33719:35762 DATE Q.R-2O-2003 11 Rt._ N u six ;Z uNK Fns a�tK DACE: 1" DRAFTER E.T. a � MFdi R PAO W Ylt tNRE FF310E U-o fE7VCE J EA =JAg60MllI Eux nBc A1ITNORRY CRR=COtlt]WIN1$! RFST CFiONs IOT VALID WrMOUT THE SIGNATURE AND 7711: 6RiGINAL RA15ED SEAL OF A FLORIDA LICENSED SURVEYOR AND MWPER Td WUM*T:OW LZ_'fiEW 6S9£ Ta 1;106 'ON XUA DMI SaD1,at is CH1dIoo8su f+Ekld wa --� t �� fµ ,,_,` 111 lll4 `" 4��J-' 1 4. f 1 �� Atlantic leac . ' Sr€f1d€reg Department h,CATION NU 13ER (To be assignee(by the Bulfc€ing Depa�enf.) &t]0 Seminole Read ,s:r ._ r .Mantic Beach,Florida 32233-5f �U .` Phone(904)247--5326 - Fax(904)247-5845 1x33 E-mail. binding-dept r-aab us Data rrtLd4d: ' � /z 1A CLy Web-si€e: r,f -ff wxoab.us APPLICATION VIS TRACKING FOS "r* r fY Address: �/� .�.� ID? ent ravL—w raq Yes NO LpPlIcant annin n Tree ist-afor u jc dies Inc ase Fire Services Other Agency Review or Parrra Required red R aw or Receipt or Perr�€€a�er€€eeaF Bgr Dam , Florida Dep of Errfronmanfal Protection Florida Dept of Transporrafaan. St Johm River Water Uanageflent Disttict Ary Carps of Engghaers Division Of HOL-Is and Restaurants ion of Abohoric Beverages and.-1 obacco Offie- PLIC -ON STATr avisvVing Department First Review.- ApProved. E]Denied. (Citjale ane.) Comments.- BUILDING fi=ZOMING Rsviet�red fey: OAGVE- Qafe: TREE ADMIN. Second Review-- ❑APPraved as revised. Denied_ PUBLIC W-0PKS Comments_ PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Rsvlew: DAPPrOved as revised. E]Denied. Go€ Reviewed by: date: 13fty of Atlantic Beach Buffding Department APPL(CATEC�EtI NUMBER <; 300 Seminofe Road (To be assigned by the Building Deparfinent.) . _ At#antic Beach,Florida 32233-5� 77 _ Pfsone(904)247--5826 - Fax(904)247-5845 1L `. rt33 E--mail: binding-deptgcaafr.sss Date rQutad: / /z /Q GIfy Web-site: nftP--#+rWW caab.us APPLICATION REVIEW AND TRACKING FOR P MPSrty Address: — IDIppaf&Zant revisw req No 4ppplica t G Tannin & Tres u ac as u seer Fire Services Sp €7 her agency Review or Fern*FmWlred Ravf9w Or Receipt Of Perms It Ve�seed By €7af_a Florida Dem of Er�rironrezental Protection Florida Dept.of Transporfatron Sf:Johns Bitter Water Management District Autry Carps of Engineers 0hrision of E tcatels and Resfauran€s Division Of AlcOhO fc Severages and Toba= Other. APPLICATION N STATUS ievaewing©eParlesst First Revism EAppraved. QDenied. (Cme ane.) Comments: �f BUILD[ : LA,f RING&ZONING Reviewed by: TREE ADMIN. Second Review: ❑Approved as revised. QDenied- PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: DApproved as revised. []Denied. Comments: RevjeEkpad b F: fete_ sVfszr d GS114fdg r , guffdfng Department ' APPLICA.TION €�U �� W;< _ &00 Seminofe Road "' (T�a ba ate-g 90 �tfar3tie Beach,FEorida 32233-5 j'� `e net 6y fhe ulfdfnq Deparfnent.) *`�` y_ oz-Q :` ' Prone<so4y? 7-5820 - E=ax( )X47 5 X1,33 E-mail: buE'fdinr-dePtQcoa&.us �`�+ SicE: ivt ffvrtnn.,r b.us`� 4 `r / Data rnuf0d: APPLi I CAT116N REV1EW AW-TRACKING FORM ;r0P9-rfy Address-. NIIIes t review req T Yew No at�rzirt &Z Tree isfar M U rc as eseL Fire Servicers 4 er Agency Rev6eW or p�q3-mjt Re Ired I�e�saw or Receapt cis Perelr Ver€sred By E]�a {=(arida Oen,of En�irortrreeraf�af Pra�te�io€t Florida DaPL ae Transporfaffon. St da€ns Riticer lfifafer f3�arragerrserrt Distric t A ►Y Carps of EEngirrears DM-slan of€ orfefs and Restaurants D ian€3<f Alco effc Beveragas ancf Ta€sam,, t0ffier: " PPLI€: i ON STATUS ATUS ev1eW1R9 D9Partn1ent Eirst R v ew- �Cirjcle ane.) Approved. []i7enied. COM ents: BUILDING LANNING&ZONING Reviewed Ery Date- TREE � lv TEPEE ADMIN. Second Review. QApproved as revised. Denied_ PUBLIC W-ORKS Gor eats: PU1 LIC UTILITIES PUBLIC SAFETSf Reviewed by: Data: FERE SERVICES Third Review: []Approved as revised. []Denied. Revie3ved by: fSed Qsfl4laq G€€y of Atlantic Beach .=• ». _`, J3uffding Department enf FtIGATIGN NUMBER .. (To be assigned by the Building Deparftnant.) "4 r 800 Seminols Road &._ Atlantic Bead,Ftotida 32233-5445 t�Z Q P€�Ona(904)—947--5826 - Fax C�Q4)247-5944);? E-mail: awing-dept9ccab.us i c ' i iJa€e rota fid: City Weh-site: bffX11WWW.caab.us APPLICATION VIS FOR XTOPerty Address-.-�Q_ ant ravbw racjWmd yes No kpplicant — 1 /lwlw e_ annifl R. Tres - iraiar u IC pies u is aae Fire Services Baer Agency Review or p; ermit Fa fired ftvf9 v or Recall Dale Of Per�€a�are€aer.�B� Florida Dept of Em4ronmen of Pmtection Florida DepL oT Transporiaffon. St John,Giver Wafrer ianagetnenf MsMai ry Carps of Engineers Division of Hotels and Rasfauran&- MWon of Alcoholic Beverages anl•-1 aba= Mier. APPLICA17ION STATUS avie iDcg DeparbMtent Finst Review: Approved. QE�enied. (Circle ane.) i ommerds: BUILDING `LA.ftlI�:[t�G f�ZC)l�Fll�fG Revie��ed b . Dai:e.-�`j�_ TREE AQ�tll�l_ Second Review: QApproved as revised. QDenied_ PU QRKS a eats: tC U Tl PURL SAF Reviewed by: Date: FIRE SERVICES Third Review: DApproved as revised. QDenied. Comments: Reviewed bu- DaEG: �iv�c f3vl'��f