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Permit 1245 Jasmine Street ADDRESS c BUILDING PERMIT NUMBER INSPECTIONS : FOOTING UNDER SLAB PLUMBING SLAB 3 FRAMING COVER-UP 3 - 16 ti INSJLATICN FINAL BUILDING CERTIFICATE CF �u"CUPANc ELECTR I CAL PERMIT # ! ~ INSPECTIONS Rr,UGH y 10 F I NAL -�' MECHANICAL PERMIT # PLUMBINCZ PERMIT NOTES : A CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD } ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 Y Application Number 04-00029240 Date 11/08/04 Property Address . . . . . . 1245 JASMINE ST Tenant nbr, name . . . . . . REROOF Application description . . . ROOF Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 5360 Owner Contractor --- ------------------ --- ---- ------ -------------- FITZHUGH, PEMBROKE & JULIA GARY WILLIAMS ROOFING INC 1245 JASMINE STREET DBA GARY VERNON WILLIAMS ATLANTIC BEACH FL 32233 6958 RAMOTH DRIVE (904) 246-2018 JACKSONVILLE FL 32226 ------------ --- --- ------- ----------------- ----------------- ----------------- Permit . . . . . . ROOF PERMIT Additional desc Permit Fee . . . . 90 . 00 Plan Check Fee . 00 Issue Date . . Valuation . . . . 5360 Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ------- --- ---------- Permit Fee Total 90 . 00 90 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 90 . 00 90 . 00 . 00 . 00 PERMff IS APPROVED ONLY IN ACCORDANCE WrM ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUELDINGqftES. m BUILDING OFFICIAL CITY OF ATLANTIC BEACH ROOFING PERMIT APPLICATION Date: Job Address: S Owner of Property: f7a a-1 Address: M Telephone: C2 Wp —12 0/k Contractor: f 0o ICI o r. State License Number: IQ!r 00 5 312 3 Contractor's Address: 6 f 61�C2 Th ,Or Telephone: A tiS I 2-5'0 Fax: aU Scope of Work: O Deck Slope: Greater than 2:12 ✓� Less than 2:12 Valuation of work: Product Name(Example: Timberline): 0 Manufacturer(Example: GAF): ASTM Designations : �0 -4, Required Inspe ons: Sh athi .a d Fi 1 Signature of O ner: Date: Signature of Contractor: Date: -5' U AS TO'OWNER: Sworn to and subscribed before me this day of �J( �1 ,20,O State of Florida,County of Duval Notary's Signature: Offlclal Seal ' VICTORIA G.CAMPBELL L`� Personally known N0*Y AtbNc,State of Florid, �,,�/❑ Produced identification MWY •WOU May 5,2007 Type of identification produced C ,No DD 209367 AS TO CONTRACTOR: Sworn to and subscribed before me this U` day of L ,20 V i:/ State of Florida,County of Duval Notary's Signature: E fficial Seal Personally known G.CAMPBELL ❑ Produced identification 0c,State of Florida Type of identification produced xpkee May 5.2007 No.DD 2t 397 800 emtnole Road •Atlantic Beach,Florida 32233-5445 Telephone: (904)247-5800 Fax: (904)247-5845 • http://www.ei.atlantic-beach.fl.us Page 1 Revised 2/21/03 5 MIN. RETURN Doc# 2 J)4W 1778 'PHONE# � ��-- Book: 121 NOTICE OF COMMENCEMENTPa�e: i2aa Fi ed & Recorded C r 11/04/2004 03:19:41 PH tate of �/� �j/`i c/A Tax Folio lDcn����E�rutt cm AL"'bounty of )t c V A DRREECCORDIINNG 5.00 100 �b Whom It May Concern: REGSADDIITTIONAL z 4,00 4rhe undersigned hereby informs you that improvements will be made to certain real property, and in accordance with Section 713 of the Florida Statutes,the following information is stated in this NOTICE OF COMMENCEMENT. Legal Description of property being improved: tU Address of property being improved: /n General description of improvements: G T a Owner: { — 11�_�1 Address: I S o j� j�P Owner's interest in site of the improvement: Fee Simple Titleholder(if other than owner): "onkName: cl /1 Address: Telephone No.:��� �� Fax No: C2.s { Surety(if any) Address: Amount of Bond$ Telephone No: Fax No: Name and address of any person making a loan for the construction of the improvements Name: Address: Phone No: Fax No: Name of person within the State of Florida, other than himself, designated by owner upon whom notices or other documents may be served: Name: Address: 0 Telephone No: Fax No: In addition to himself, owner designates the following person to receive a copy of the Lienor's Notice as provided in Section 713.06(2)(b),Florida Statues. (Fill in at Owner's option) Name: Address: Telephone No: Fax No: Expiration date of Notice of Commencement(the expiration date is one (1)year from the date of recording unless a different date is specified): THIS SPACE FOR RECORDER'S USE ONLY O Si Date: +,�« RACHEL M MOORE B*ms _ ay 0 in the Co my of Duval,Sta tq Notary Public,State of Florida Of Florida,has personally appeared :�.: .•�# P Notary Public at Large,State of Floridp(( ounce!f Duval. My comm.expires Feb.21.2007My commission expires: "' fl;.�!t•' Comm.No.DD 169094 Personally Known: or Produced Identification: r -- -- ` CITY OF ATLANTIC BEACH PERMIT CALCULATION SHEET Date Address Permit fee based on dollar evaluation as indicated on permit application. Heated Square Footage @ $ per sq ft= $ Garage/Shed @ $ per sq ft= $ Carport/Porch @ $ per sq ft= $ Deck @ $ per sq ft= $ Patio @ $ per sq ft= $ TOTAL VALUATION: $ $ -5-3 (.,CD $35.00 1St $1000.00 $ $35.00 Total Valuation $ X13y s. °a $ Z> Remaining Value Per thousand or portion thereof. CONSTRUCTION TYPE: TOTAL BUILDING FEE $ b c7 ZONING: + '/� Filing Fee $ 3� FLOOD ZONE: ( ) Fireplaces @$35.00 $ IMPERVIOUS SURFACE: BUELDING PERMIT FEE $ 4� WATER IMPACT FEE S SEWER IMPACT FEE S WATER METER/TAP $ CAPITAL IMPROVEMENT $ SEWER TAP $ C ( )RADON HRS .0050 $ SECTION H PAVING S CROSS CONNECTION $ ST ( ) SURCHARGE S OTHER $ GRAND TOTAL DUE $ Cc: i� y%l� CITY OF ATLANTIC BE D. Ford L. Hi ins BUILDING / ZONING DEPARTMENT S. Doerr iJ 800 Seminole Road = ter Atlantic Beach,Florida 32233 (904)247-5800 (904)247-5845 Fax PLAN REVIEW COMMENTS Permit Application # 44 - 2.9 2 40 Property Address: 12 9'15 J A S M INf S TPP f T Applicant: G-A fkY W 1 L1,,A M,5 ROO F? N 6r Project: R F RCO rz This permit application has been: ER�Approved F'-1 Reviewed and the following items need attention: 1 Please re-submit your application when these items have been completed. Reviewed By- Date: �/Z--//,OV . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Cf-Ertifiratt of Myrrupancu (situ of Atlantic licac4 — Yloriba Department of Nuilding Jno.prrtion This Certificate issued pursuant to the requirements of Section 103.8 of the Southern Standard Building Code certifying that at the time of issuance this structure was in compliance with the various ordinances regulating building construction or use. For the following. Use Classification Single Family Residence Bldg. Permit No. 16011 GroupW•frame Type Construction S I f Fire District Atlantic Beach 3429 Geor e Road Owner of Building Kevin W. Bennett Address OCL- 1r, VL - ,L— 3227-- Build'n Address 1245 Jastine Streetocality Atlantic Beach, FL 32233 By: DON C- FORD Building Official Date: POST IN A CONSPICUOUS PLACE CItrrtifrratt of @rruvanru (situ of Atlantic +NeaC4 — Nloriba Department of 'Nuilbing Jnopertion This Certificate issued pursuant to the requirements of Section 103.8 of the Southern Standard Building Code certifying that at the time of issuance this structure was in compliance with the various ordinances regulating building construction or use. For the following. Use Classification Single Family Residence Bldg.Permit No. 16011 Groupw.frame Type Construction s/f Fire District Atlantic Beach 3429 George Road Owner of Building Kevin W Bennett Address jc�ksonvJ1= FT-322, Buildin Address 1245 JasiAine Streetooality Atlantic Beach. FL 32233 By: poN c- FnRD Building Official Date: S�1 _ POST IN A CONSPICUOUS PLACE CITY OF 800 5EMINOLE ROAD -- `- - - ATLANTIC BEACH, FLORIDA 32233-5445 TELEPHONE(904) 2.47-5800 FAX(904) 247-5805 NOTICE TO: Water Department FROM: Building Department DATE 3 Please be advised that the final building inspection has been completed on each or the following addresses and construction water is no longer needed: Permit Number Address i -- rely, Building Department DATE : PRE-SERVICE DIVISION JACKSONVILLE ELECTRIC; AUTHORITY _3:i WENT D U V A L .=Tuc^ . JACKSONVILLE, rLORIDA i�yOI THE FOLLOWING FINAL INSPECTIOid ( L , HAV_' 3EEN :IADL AND 1c: SATISFACTORY - ' t ------- ----------- - ------------------- - ------------------ - =------------- ------ -------------------------------------------------- ------ ------------------------------------------------- ------ -------------------------------------------------- Enclosed are the blue copies of the permits. SINCERELY, 1 ILDING INSPECTION DIVISION = FILE 4' „0,°ci j26 sajg le-e nn��// //CITY OF &7&u-c& �� J,, So..�� jr fY(�10.nto /3�-"f Office of Building Official l -S REQUEST FOR INSPECTION (/p_ Date `'f Permit No. / 0 Time _--,A.M. Received F M. _ Job Ad ess {` _:. Locality Owner's Na Contractorea�-'' BUILDING CONCRETE ELECTRICAL PLUMBING MECHANICAL F_ Footing ❑ Rough Wiring ❑ Rough C'- Air Cond. & ❑ Re Roofing ❑ Slab ❑ Temp Pole ❑ Top Out L3 Heating Insulation Ll Lintel Ci Final Ci Sewer ❑ Fire Place ❑ Pre Fab READY FOR INSPECTION A.M. Mon. Tues. Wed. Thurs. Friday P.M. Inspect ade ” M. In ector Ce�ate of Occupan f/ Date / BUILDING, PLANNING AND ZONING INSPECTION DEPARTMENT CITY 0FATLA NTIC BEACH, FLORIDA CERTIFICATE OF OCCUPANCY WORKSHEET Date Requested: May 4, 1998 Building Contractor : Kevin W. Bennett Building Permit Number : 16011 Address : 1245 Jasmine Street Legal Description: Lot 6, Block 223, Section H Improvements to the above described property have been completed in accordance with the terms of the permit and is certified to be ready for occupancy as single family residence Lowest Floor Elevation: 16 . o / d, required as built BEFORE ISSUING CERTIFICATE OF OCCUPANCY THE FOLLOWING MUST BE COMPLETE DEPARTMENT DATE NOTIFIED DATE APPROVED BY Fire n/a Public Works 5/4/98 5/ 5/98 /JD Planning 5/5/98 Building 5/5/98 C' f CITY OF ATLANTIC BEACH N2 24401 FLORIDA 19 Zil NAME ADDRESS CITY $15.68 74 When Signed, Dated and Numbered, This Becomes anENsiaq eceipt3186 MAKE CHECKS PAYABLE TO Received P14003291616 CITY OF ATLANTIC BEACH, FLORIDA TREASURER FLOODPLAIN DEVELOPMENT INFORMATION Location:: L/— ejc zz3 /Y Type of Development: -- Flood Zone: x Required Lowest Floor Elevation: If building is located within a flood hazard zone, a survey must be made AFTER THE SLAB HAS BEEN POURED, certifying that the LOWEST FLOOR ELEVATION is equal to or above the base flood elevation established for that zone. No final inspection will be made and no certificate of occupancy will be issued until the survey is on file with the Building Department. COMMENTS: Applicant Acknowledgment: I understand that the issuance of this permit is contingent upon the above information being correct and that the plans and supporting data have been or shall be provided as required. I agree to comply with all applicable provisions of Ordinance No. 25-7-11 and all other laws or ordinances affecting the proposed development. Date Applicant's Signature Department Use: Required Lowest Floor Elevation C)-D As Built Lowest Floor Elevation r / Survey Filed with Building Department V Building Department Represent tive 9047310849 9047310849 Page 212 Job 252 May-06 Wed 12:10 1998 JMP SNOW NG BOUNDARY SURVEY OF LOT BLOCK Z1-5-- AS SHOWN ON W OF AS RECORDED IN PLAT BOOK 13 PAGES 3 r� OF rH PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA CER7IFIED FOR:_--rx MD�eTGA6C 9 uSeEtM Aflr i� p&--gQ'I C ` o cJK s Toys_ La�ilM[ry wE7ACT,v �M1//J r.-L� •��KS,7 Fi Y2 7d a B L K L 4 5 L 7 (4C7- 0).AS T9.5 D � f ►vaoT� � 8 +1 �!Z 45 s Vi d o y. 3 7 - � e © m 0 e r 1L5't' Z1.1 tl N N 3 Z70 uo' - --� so.vd•(AcT� Asv.cn•(P�,�T� EIV �I/a S/"JI.C>E ST2EET t ED City Of Atlantic and 7-0011 771E PROPERTY SHOWN HEREON APPEARS TO LIE WITHIN FLOOD HAZARD ZONE k_AS SCALED FROM FLO INSURANCE RATE MAP _ FOR THE CITY OF 'TL'4'T'a FLORIDA, DATED 1 17.09 . AND sem4l" IS SHOWN AS A COURTESY ONLY AND DOES NOT CONS77TUIE A CER71FCA77ON OF SAME. TRI-STATE LAND SURVEYORS, INC. 8411 BAMEADOWS WAY SUITE jfZ JACKSONMLLE, FLORIDA 32256 (904) 7.i1-7255 'fCE~D BEARINGS BASED ON LINE AS SHOWN. cowc may on mw CM7H/S SURLY DOES NOT REFLECT OR DETERMINE OWNERSHIP. ° . ($'W", " '""% NOT VALID W17?/0UT THE SIGNATURE ANO IHt ORIGINAL RAISED S1-AL FT"m OF A FLORIDA LICENSED SURVEYOR AND MAPPER. p rRw CM(FOLWO) ®onus cur L9r7 cAvwewr LARR1" G. EDDY, P.L.S. No. 4144 " N04T-Lr-NAv SCALE: !rr 2U co v CO"M AWA eff J Alt Ari Opv Wn G oAa RE RED ��� YOR AIS ZAPPER, (p) MA° MSIAw DATE- � S'9F5 STA OF 017/DA (L9 � 1J 9047310849 9047310849 Page 1 /2 Job 252 May-06 Wed 12:10 1998 TRI-STATE LAND SURVEYORS, INC. 8411 DAYMEADOWS WAY SUITE J2, JACKSONVILLE FLORIDA J2266 (004) 731-17..5 731-08-1.9 .Irulm� 0/ /w� �7� 4 CITY OF ATLANTIC BEACH TREE REMOVAL APPLICATION All applications must be received by 5 P.M. on the MONDAY prior to the schedule meeting in order to be placed on the agenda for consideration INCOMPLETE APPLICATIONS WILL NOT BE PROCESSED. 1. oil- L,-au &AAK 322-7) APPLICANT NAME ADDRESS TELEPHONE 2. L67--^- ( f- tack - /4 ADDRESS OR LEGAL DESCRIPTION OF PROPOSED TREE REMOVAL 3. DESCRIBE PURPOSE OF TREE REMOVAL: I_Jd 7RE,64_7 S 7b (3 4. SPECIFY TREES PROPOSED FOR REMOVAL AS FOLLOWS: NUMBER SPECIES DIAMETER (DBH) CONDITION /u/ 5. TOTAL NUMBER OF TREES TO BE REMOVED: 6. TOTAL NUMBER OF INCHES OF TREES TO BE REMOVED: 7. SPECIFY PROPOSED REPLACEMENT TREES AS FOLLOWS: NUMBER SPECIES DIAMETER (DBH) 8. ATTACH SITE PLAN INDICATING THE FOLLOWING: a) Site topography, including proposed grade changes b) Existing and proposed buildings and other improvements with dimensions and required setbacks c) Tree protection zones as applicable d) Location, DBH and species of all trees with a DBH of six inches or greater e) Location, DBH and species of all trees with DBH of less than six inches proposed to be used for mitigation f) Specify trees of unique or special character g) Each tree proposed for removal clearly marked with a 'X' h) All existing and new trees proposed to be used for mitigation clearly marked with brackets "[ ]" 1) Location of utilities, easements and material storage areas 9. ALL TREES PROPOSED FOR REMOVAL MUST BE CLEARLY MARKED ON SITE BY RED SURVEYORS RIBBON. 10, ALL EXISTING TREES PROPOSED TO BE USED FOR MITIGATION MUST BE CLEARLY MARKED ON SITE BY BLUE SURVEYORS RIBBON. 11. INCOMPLETE APPLICATIONS WILL NOT BE PROCESSED. I HEREBY AGREE TO COMPLY WITH ALL PROVISIONS OF CHAPTER 23, ARTICLE II, TREE PROTECTION, AND ALL OTHER APPLICABLE CODES AND ORDINANCES OF THE CITY OF ATLANTIC BEACH: PPLICANTS SIGNATURE DATE .'-;;'�" /,Zt Z- - 2-3123" G OWNERS SIGNATURE DATE APPROVED TREE CONSERVATION BOARD CHAIRMAN DATE TRANSMITTAL DOCUMENT FOR JEA DATE : �'� s _9 8 The following permits have passed "rough" inspection: Permit No. Address tsaR- es :�seY:csz�s: =r.s� es=c�caexps. Please update your records accordingly. (;�T nk�C)BUILDG CLERK CITY OF ATLANTIC BEACH /vcb 16172 DEPARTMENT OF BUILDING CITY OF ATLANTIC BEACH I . . t PERMIT INFORMATION . ------- LOCATION. INFORMATION Permit, Number: 16172 Address : 1245 JASMINE ST'RZ]kt _._ � Permit Type:MECHANICAL ATLANTIC> BEACH , FLORIDA 32233' Class Of Work:NE>+ LOA DESCRIPTION onstr � ' ea logo,:223 �Lot :6 I . 0 P N MILY econ, Subd'c Rng: 4 _i T3 wel l i.nas . i Subdiva.sion:SECTION H Est value: C . Q . Improv. Cost * 'fatal Fees 45.0 Amount P 45,00 ar AND AC IN NEW HOME t C 3 r ¢ fA M APPLI �-_ - � s }d amekiMLT453 Cl REET + ." ORTI� 22 .r r r 4 y, / fnt, r Q a "� au "` " a -, �1Ya.Ft'a TMY ", ",nwq��."� °` .fit" �''�`,.3, .__ C � A611*R ?RMAT I Q M - i +r r wr r.wwn.w . Name .AIR"°' NS PLC �� SI+� , INC ,,,,), A A•ddr•�. . ,,5'I' ROCU"S" "I IE CIAD ,. }ACI S DNV E A FLORIDA .32207 � *AW, 2b4 E2[p, ! 1 gp NOTES: 1 111 NOTICE INSPECTIONS MUST BE REOUESTED AT LEAST 24 IHOURS PRIOR TO INSPECTION � 1 BUILDING MATERIAL,RUBBISH AND DEBRIS FROM THIS WORK MUST NOT'BEPLACED IN CE PUBLIG.SPAAND� UST'BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER ' r "FAILURE TO COMPLY WITH THE MECHACS! � LI - IN EN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR SUILDING1MPRO*jkM.ENTS 1 . i ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF 'PHIS PERMIT ANO SUBJECT TO'RE#lOD/K #t}N# FOR t:Y#i LATiON OF-APPLICABLE PROVISIONS OF LAW. ATLANTIC BEACH BUILDING DEPARTMENT ;,By; BUILDING AND ZONING INSPECTION DIVISION CITY OF ATLANTIC BEACH ATLANTIC BEACH, FLORIDA 32!33 M'noq APPLICATION FOR MECHANICAL PERMIT CALL-IN NUMBER IMPORTANY -- Applicant to complete all items in sections I, II, III, and IV. I. q S m e tree LOCATION Street Address: CcS OF Intersecting Streets: between McLq toad And WILDING !,a Subdivision O l . f) II. IDENTIFICATION — To be completed by all applicants In consideration of permit given for doing the work as described in the above statement we hereby agree to perform said work in accordance with the attached plant and specifications which are a pert hereof and in accordance with the City of Jacksonville ordinances and standards of good practice, listed therein. Name of Mechanical Contractors Coefraefor (►rine) A F-{Ott Master Has" C �a I Ili rn cue . Pre Owner + Sigaafure of Owner sign fur* of or Authorised Agent 1.Arehifeet or Engineer 111. 6ENERAL INFORMATION A. Tree of hoating fu*,: B. IS OTHER CONSTRUCTION BEING DONE ON }fb uric THIS BUILDING OR SITE?_ /❑ Gas—❑ LP ❑ Natural ❑ Central Utility IF YES, GIVE NUMBER OFNSTRUCTION I 0 OR PERMIT �tp®�� ❑ Olhor — Specify IV. blCM4ANICA1 1pU1►MiNT TO tf INSTALLM NATURE OF WORK (hev4e complete list of componeeh on bed of this forges) ,.� Residential or ❑ Commercial 'ole Meat ❑ Space ❑ Recessed —O"Cantsssl O goer New Building ,43"Air Corwir ioning: ❑ Room -$'—Contra) ❑ Existing Building Duct Syrtom: Material TMclnea ❑ Replacement of existing system Maaimusn capacity r�� c,f,m . ;isw ii7G:aiiistiiln(Flo system previously Installed) ❑ Refi"m%ae ❑ Extension or add-on to existing system ❑ Cooling !ower: Capacity ❑ Other— Specify Q fire sprinUm: Numbor of head O Elevator ❑ ManliR ❑ Esceletor___.__�._� (nsmber) C) Gaoling puml� (number) THIS SPACE 00R OFF= USE ONLY (Reeeh�I C1 Tem (numb-ot) Remarks ❑ LPG ewei"m (number) ❑ Unfired pressure vesw ❑ so"" ►ermll Approved br aa. Q Otho — Specify Permit F.e 4 LIST ALL EQUIPMENT AIR CONDITIONING AND REFRIGERATION EQUIPMENT Plumber Vaca Descrlytloo Modal Number Manufacturer AAga 12'. o 47 er10.0 CITY OF ATLANTIC BEACH, FLORIDA Approved by APPLICATION FOR ELECTRICAL_701R MIT !j I, TO THE CHIEF ELECTRICAL INSPECTOR: DATE:-- IMPORTANT ATE IMPORTANT NOTICE: . IN CONSIDERATION OF PERMIT GIVEN FOR DOING THE WORK AS DESCRIBED IN THE FOLLOWING, WE HEREBY AGREE TO PERFORM SAID WORK IN ACCORDANCE WITH THE ATTACHED PLANS AND SPECIFICATIONS, WHICH ARE A PART HEREOF, AND IN ACCORDANCE WITH THE ELECTRICAL REGULATIONS, CODES AND CITY OF ATLANTIC BEACH ORDINANCES. osc � :C . Z� xif ELECTRICAL FIRM: MASTER ELECTflICIAN SIGNATUgE C - NAME„�.�.L�', ._,ADDRESS:_alq '''VPS fr\I RFD BOX BLDG.SIZE BETWEEN: RES:V 1 AFT.( ) COMM.11 ) PUBLIC,( ) INDUS,( ) NEW( 1 OLD ( I REW, ( l ADDITION( ) TRAILER ( { TEIKP.( ) SIGNS ( ) S0. FT. SERVICE: NEW INCREASE ( { REPAIR ( { FEE CONDUCTOR SIZE a AMPS E0 COPPER I ALUM, IMTCH OR BRE KER AMPS I PH 't W NQ VOLT attl RACEWAY EXIST.SERV.SIZE AMPS PH • W VOLT RACEWAY FEEDERS NO. SIZE NO. SIZE NO. SIZE LIGHTING OUTLETS CONCEALED OPEN TOTAL RECEPTACLES CONCEALED OPEN TOTAL 0.30 AMPS. 1.100 AMPS. SWITCHES INCANDESCENT FLUORESCENT&M.V. FIXED 0.100 AMPS. OVER APPLIANCES IBELL TRANSF. AIR H.P.RATING H.P.RATING CONDITIONING COMP.MOTOR OTHER MOTORS AMPS CEIL HEAT: KW-HEAT 0.1OVER ' MOTORS H.P. VOLTAGE PHS N0. 1ILP. VOLTAGE PHS PSR'-3844 j DEPARTMENT OF BUILDING CITY OF ATLANTIC BEACH PERMIT INFORMATION - - LOCATION" INFORMATION Permit Number: 1601:1 Address = 1245 JASMINE STRRET` Permit Type:BUILDING ATLANTIC BEACH , FLORIDA 32233 Clasp of Rork:NEW __- --- LXGAL DESCRIPTION ,.-_. . : ._ : Constr. ,Typ <FIOOD FRAME Block:213 tot . 6 Twp: Proposed Use: SINGLE FAMILY Section-- 0 Subd> Rng: � Dwellings - Subdivision. SECTION H Est . Values 0 .00 Improv. Cost : 79, 152 .00 Total Feels 3 . 474,88 Amount 'Pa _4 474 . 88 ! Dater � �5/13 8 I yi .0 g NOME PER PLANS HSP 1488 Work TION - � - APPLICATION FESS -�- Name 1� �t T� �s85 00 L' `>' tA'I'ER IMPAC'T`S PER '4,30,.�� ' LL ►RIDA 3221 S I T FSR ' " :{ f P '14 RAD FORMAT I(:41 -I�RADON CAS 5% Q. 7-_ �. Name '"RE' W T �ICAPJTAL, ''IMPROVE"; 32"a.1<7t2 I✓tddr; 34Z' ��3��}mm. ..,,n ..�" S wZ T, ,A -- . 'Y'ACYSOPV LL E . FLORIDA 32277 � ':4"'C�yRR�OOS$8 CONNECTION 15 .00 � ^5 5 ,. ..0 t:;dsran` ,a rda"p ataaw„„ti,.aa� ,xipz,ri; w,alk I NOTES: ;i NOTICE-INSPECTIONS MUST BE REQUESTED AT LEAST 24 HOURS PRIOR TO INSPECTION t , BUILDING MATERIAL,RUBBISH AND DEBRIS FROM THIS WORK MUST NOT SE PLACE04N PUBLIC SPACE,AND MUST BE `? CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER � "FAILURE TO COMPLY WITH .THE'MECHANICS' LIENW CAN :RESULT IN ' THE PROPERTY OWNER PAYING TWICE FOR BUILDINGIMPROVEMENTS.” ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF"THIS PERMIT AND SUBJECT TO REVOCATION Fon, A{ k VIOLATION OF-APPLICABLE PROVISIONS OF LAW. tors Cft RYLt TOU1 4)yMt ATLANTIC BEACH BUILDING DEP FITMENT �I 77 f" . ..,. e. :. k DEPARTMENT OF SUILDINQ j CITY OF ATLANTIC BAOH. PERMIT INFORMATION ------- -LOCATION INFORMATION Permit Iwtumber: 16052 Address: 1245 JASMINE STREET,,'* a Permit ` ype:PLUMBING* 'ATLANTICBEACH . FLORIDA 3223 Class of Work:NEW LEGAL DESCRIPTION, Constr . Type:WOOD FRAME S1'cack: 23 Lot : S = Twp: ' : FAILY Rn �Propos d UseSINGLE r Dwellings : 0 Subdivision.SECTIc�N H Est ,: Value: Impkov.. Cost Total Fees: 53 . 50 Amount aPaj4" 53 . 50 � Data 3 � 4/199 E3 R ING IN NEWHOME TION » , . APPLICATION FEES ., . .�_ { .. ! � IT , Addr- SET L � k `LOR I DA 3 2 2 7 f Yt ' Ph , F3ylrce r Rt .,.a.......W t"" b 'ORMA .....ON — Name: 43 ,.� VA ONS PL ABINO Addy 282 2 HU N -,BLVD" �. �! 7ACKSOPi� E FL 322.16 a Lic GFCO3 38 Exp. f 1 T'y °, r} a iw a rr aN NOTES: j t 4 & 1. f � + NOTICE INSPECTIONS MUST Se REQUESTED AT LEAST"HOIJRS:PRIOR TO INSPECT10N � i oM BUILDING MATERIAL,RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED 4PUBLIC'SPACE,ANQ MUST Be, CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER "FAILURE TO COMPLY WITH THE MECHAW!CS' LIEN LAIN CAN RESULT tk THE PROPERTY OWNER PAYING TV1rIE FOR .E3UILiNQi;i11: tV1111i :S," II SUED, ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND' 5U0JECT TO:°RE1V�2lt�N FOS. VIOLATION f,—APPLICABLE PROVISIONS OF LAW. I ATLANTIC BEACH BUtLDINC EPA TMENT M2 3221 , 3-1 <; CITY OF ATLANTIC BEACH APPLICATION FOR PLUMBING PERMIT JOB LOCATION: OWNER OF PROPERTY: kle✓f;h f3ehnett BUILDING CONTRACTOR: kle✓t h PLUMBING CONTRACTOR a-L�•Vau4k*u 4 ► h �l u�•u "•�- c,C'� AND ADDRESS: gaa I- ujqirua.i 8/✓c( TELEPHONE NUMBER: Lo�l- D83 3 STATE LICENSE NO: CFCO 3 3$?O TYPE'OF BUILDING: ,S c22le TYPE OF WORK: HOW MANY OF THE FOLLOWING FIXTURES INSTALLED SINKS SHOWERS LAVATORY ,WATER HEATERS G-2 BATH TUBS / DISHWASHERS URINALS / DISPOSALS CLOSETS Z WASHING MACHINE FLOOR DRAINS SHOWER PANS OTHER, TOTAL FIXTURE COUNT:i,� G� x $3.50 + $15.00 = $ ✓ �, ---------------------------------------------------------------- INSTALLATION OF PLUMBING AND FIXTURES MUST BE IN ACCORDANCE WITH THE MOST RECENT EDITION OF THE SOUTHERN STANDARD PLUMBING CODE. CALL A DAY AHEAD TO SCHEDULE INSPECTIONS - (904) 247-5826 SEWER CONNECTIONS MUST BE CALLED INTO PUBLIC WORKS FOR INSPECTION BEFORE COVERING UP - (904) 247-5834 CITY OF ATLQ IC BEACH PERMIT CALCULATION SHEET Address J: -Mw A-! Date 7 ji Heated Square Footage / 9�r�'SL_ per sq ft = S 2 Garage/Shea $ per sq = = S Carpo_- /Porc._ @ S 00 per sq _t = S Deco_ G (a S per sq _t = S (C) Patio / QXQ S per sq rt = S S— TOTALVALUATION : T,--m�. - .T VALU� I�OI's : 4 Z- l� 15 2 2Co C �' �� 1Coo .c, � TGtal Va_' Elation lst , Remaining Value doper thousand on portion thereof TOTAL BUILDING FEE w , C0y + 1/ 2 Filing Fee $ 0 ( ) Fireplaces @ $15 . 00 $ BUILDING PERMIT FEE S (73" WATER IMPACT FEE $ y 3 (D . c c SEWER IMPACT FEE S i 50"0 - e WATER METER/TAP CAPI'T'AL IMPROVEMENT S ? 2J-� SEWER. TA_ S ,--o 1 �k RADON ( HRS ) . 0050 s �2 3 _T , 3 SECTION H PAVING HYDRAULIC SHARES S e CROSS CONNECTION $ ('/YF,? SURCHARGE . 0050 S 6, OTHER $ GRAND TOTAL DUE S 3 y '� �thy ADDITIONAL PERMITS OR FEES : Mechanical piumbina_ Electric/New Electric/Temp ; Swimmingpooi Septic Tank : We'_ 1 • Sign Finish Floor Elevation Survey ' other CALCULATIONS and/or NOTES : PROPERTY DESCRIPTION RECEIVED Lot #0, Bloch #ZZ , Section #� Subdivision: 0 FEB 1 3 1998 Street Flame DESCRIPTION OF WO ' of Atlantic Beach or Address:-�A' 4'U1Uq' S' Building and Zoning (If in a FLOOD HAZARD Flood Zone: complete page 3) Brief Description /�-W -5.r?Jkrz_��94KZ-L4 T Class of Work: awZ Remodel/Addition: ZONING 23rrCMQTj0X Type of Construction:(L)a� [712,"E Zoning Proposed District: Use: Estimated Value $` 8 2' 020 '' ` Exceptions or Variances Materials: Cot° EQ&Ajfz-- Granted: Solid or Filled Ground: Roof:3�� {�l -�S Method of Heating Qu!LfQ OwRER I1170R0TrON- Property- Owner: f�(Z IV Phone. Mailing Address — � . F:�_ Zip: CONTRACTOR INFORMRTION Contractor:AU)64- �'G21kVttX Phone: {j— Mailing Address: rz_ Zip. Expiration STATE LICENSE NO: �. �j j j Date: ( b I HEREBY CERTIFY THAT- I HAVE READ AND EXAMINED THIS APPLICATION ANDKNOW ?HE SAME TO BE TRUE AND CORRECT_ ALL PROVISIONS OF THE LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH-, WHETHER SPECIFIED HEREI14 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, R.EGULATLONS,. 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. • Owner Signaturen==7;���.DATE Contractor Signature DATE SWORN TO A10 SUBSCRIBED BEFORE. ME BY f��V I Cy�lt)et f THIS 3 DAY OF /I,C,C_a.tr7 199!. NOTARY PUBLIC 1 EXPIRES .; :. W CONMAIMON/Cc6= k*W 27,2000 ��P%t� ao►�omm+u rAoy rnx�xaune►�,�ttc. CITY OF ATLANTIC BEACH Fixture Unit Worksheet for Water Impact Fee FIXTURE UNITS ARE ESTABLISHED AS THE MEASUREMENT OF WATER DEMAND FOR EACH WATER FIXTURE UNIT INSTALLED AND CONNECTED TO THE CITY WATER SYSTEM. THE WATER SUPPLY CHARGE IS HEREBY FIXED AT TWENTY DOLLARS PER FIXTURE UNIT CONNECTED TO THE CITY WATER SYSTEM. BATHROOM GROUP CONSISTING OF SERVICE .SINK TRAP STAND WATER CLOSET, LAVATORY & BATH (8) TUB OR SHOWER STALL (6) 1 '2-- WATER CLOSET WATER CLOSET, TANX OPERATED (4) VALVE OPERATED (8) BATHTUB/SHOWER (2) URINAL WALL LIP (4) SHOWER GROUP PER HEAD (3) FLOOR DRAIN (1) SHOWER STALL DOMESTIC (2) LAUNDRY TRAY (2) ( LAVATORY (1) f COMBINATION SINK AND TRAY (3) —Z—WASHING MACHINE (3) 3 POT, SCULLERY SINK (4) DISHWASHER (2) WASH SINK EACH SET OF FAUCETS (2) KITCHENSINK (2) DENTAL LAVATORY (1) --L_XITcm sin WITS WASTE � DF-NTAL UNIT OR CUSPIDOR (1) GRINDER (3) BIDET URINAL STALL, WASHOUT (4) FLUSHING M SINZ (8) COMBINATION SINK AND TRAY WITH FOOD DISPOS. (4) URINAL, PEDESTAL, SYPHON JET DRINKING FOUNTAIN (1/2) BLOWOUT (2) LAVATORY, BARBER/BEAUTY _ICE MAKER (1/2) S� SHOP (2) SURGEONS SINK (3) LAVATORY, SURGEONS (2) JACUZZI (2) V URINAL STALL, WASHOUT (4) TOTAL FIXTURE UNITS J $20.00 EACH $ v JOB INFORMATION "" ��, � C M tA-) � i , 1`l/�MCiI-1�,'Y 1�1�. 'f:t•I�'J I/ Pg: J74 Doc# 97277184 Filed & Recorded ` 12/11/97 101tte OF �0111111ellfelllellf HENRY•W. 02 P. M- ����0t►eN,.a,w ev►,,ears) CLERK CIRCUIT COURT 7 / � DUVAL COUNTY, FL REC. $ 5.00 To whom it may concerns The undsrstaned hereby Informs you that Improvements Witt be made to cert.ln r..1 prop.rty. .nd ill accordance with section 111,13 of the riorida statutes, tho tono-i-iUte btforrn.tion t, .t.ted In u,t. NOTICE Or COMMENCLMLNT. M _ a Description -it properly _-�.. f ------------------------ - ---- -- ......-----.--------------•-------------------- YOaneral description of Improvements ------------------------------------- 0 . � CX--, �t...'J. . . A ' Owner --------------------- -- Address ---•------ --- -- f .- Ownee*tarett In site of the Improvement ....... �:�S.l._.1T v�� ^ roe Simple Title holder (11 other than owner) ......................................_____--------__--------- Name Address----- -------- ---- -�-s ----- ConUselor� llS � '_�T �_ -. Addreaa_.tt 21—�r�--- .SL.::--1:�___..7'T�:_{._J :.. �? � - _..._.__. ., .... surety (if any) -....--........................................... ^--^---- - - - -------- Address •-----Address.---__—._._............ ....................................Amount of bond I.............. Name and addicts of any person making a lose(or the constmotlon of the Improvcmenu. Nome ......—.....---- - x` Address -------=°.........................f... ....... _._ _.__..: -- -- t ------------ Num - -------Nue of person withle the Soto or 1`10116, other than himlcif, dulSnsted by owact ulwn whom nutlet, o1 other dcvvmcm( may ba sccvadt 1 Name -------- ------------------------------- Address----------------------- ----- .. ------------------- ---------------- - In addition to hlmsell, owner designates the following person to receive a copy of the Litnor's Notics u provided In Section 713.01112) (b), rlorlda.Statutes. (rut In at Owner's option). Name .- • .� ...... ....................—........... -- ---- --- Address............ ---—---------- ---- --------------------------- 71418 ----------- --------THIa sIACa♦oN aaCOxotx•a use ONLY GWNrR �,t1\�ititltilr'//t/1 Sworn to and subscribed before me this •' ��r'lS`10/y�'•��`���i day ott.v o; 4C0 37^1;;3 :e �NateryleubLtc *-..a OyFcedthtJGz.•QQ� •. .11�!• 91-187Si}AS�4��\\�\ 374 Doc# 97277184 Filed & Recorded 12/11/97 11011fe Of CO111f11MU111011 HENRY W. COOK•Pi. ,r��[ (IaeMaeLMOWliGA7e) CLERK CXRCUrT COURT DUVAL COUNTY, FL REC 6.00 'f To whom It tn►r concsras: (� The underslgnsd hereby leiorrns you that Itnprove,nents will be nuJe to cc,ie... :<.i ;;ropetty, accordance with section 117.13 of the Florida Statute#, Lila followl,ij lnlorrn,ti-, Or COMMENCEMENT. 171 Detcrlptlou'ol properly '---'-)f------- ------- -- --- ------------------------� a��N1tb�}t `� YOanaral description of Improvements ----------------------------------------- --_ _..--_------ -- -----------Q Owner �u1�1 _ �U —_Y-=1_- ------�u1V --- - — Address .N _ x �- ' Ownt"'Intarest in site of the Improvement ------- c�. ___1 '�_t_<<.' res Simple Title holder (If other than owner) --------------------------------------------------------__-. Name Address ------ :---------- ---- •--•-----------•-- ---- tjTZt- Con lrsctor�!��_ �^,�JlITc y Address Surety (11 anyj __---------------------------------------------------------- Address ---_.------------------------------------------------------------Amow,t cf b;,nd 3..__-_---.---- Name sad sdJrus of any person nuking a loan for lits eonsuuctlon of the lmprovcrnenu. Name------—------------------------------------------_ - - \------------------------------. Address Namc of rc(son wltlLln the State of Florida. other than hhtnmlf, dc,lgn,tcd by o"r+cL .1 ,1, wV :,e;; o ui6n dcyyn nuj may be served: - -----^---------------------------------------------------------------- ------------- Address-------------------------------- -------------------------- — - In addition to himself, owner dasign►las the following person to receive a copy of u,e Llcnor'a Nollca as provided to Section 717.00 13) 1b), rlorlds Stelutes. (rill in at Owner's option). Address -------------------------------- -- ------ THII erAca Fox naconoin•a uaa oN11y Sworn to and subscribed before lila this t ` day o! .,. (•i 1 t 1 4">t � 1 ' Jtiocary I�,:j,,.tc , 91-197 SIN 5211 RIGHT-J SHORT FORM 12-04-97 File name: Job #: PLAN: 1488 Htg Clg For: QUALITY REMODELING & FRAMING Outside db 17 91 KEVIN BENNETT Inside db 70 75 Design TD 53 16 Daily Range - M Inside Humid. - 50 By: Grains Water - 36 Method Simplified Const. glty Average Fireplaces 0 HEATING EQUIPMENT COOLING EQUIPMENT Make Make Model Model Type Type Efficiency / HSPF 7 . 2 COP/EER/SEER 10 . 0 Heating Input 0 Btuh Sensible Cooling 19740 Btuh Heating Output 0 Btuh Latent Cooling 8460 Btuh Heating Temp Rise 0 Deg F Total Cooling 28200 Btuh Actual Heating Fan 1000 CFM Actual Cooling Fan 1000 CFM Htg Air Flow Factor 0 . 027 CFM/Btuh Clg Air Flow Factor 0 . 058 CFM/Btuh Space Thermostat Load Sensible Heat Ratio 82 ---------------------------------------------------------------------------- ROOM NAME AREA HTG CLG HTG CLG SQ.FT. BTUH BTUH I CFM I CFM ---------------------------------------------------------------------------- FOYER 27 3733 961 101 55 LIVING 360 6921 3503 187 202 BEDROOM 2 141 3553 1242 96 72 BEDROOM 3 138 2494 1054 67 61 BEDROOM 4 141 3594 1249 97 72 BATH 2 58 1108 618 30 36 KITCHEN 196 3679 3305 99 190 DINING ROOM 127 4745 2390 128 138 MASTER BEDROOM 179 5309 2217 143 128 MASTER BATH 72 1416 686 38 40 W. I .C. 45 484 130 13 7 ---------------------------------------------------------------------------- Entire House d 1484 37036 17354 1000 1000 Ventilation Air 12243 1848 Equip. @ 0 . 95 RSM 18242 Latent Cooling 6292 TOTALS 1484 49279 24534 1000 1000 MANUAL J: 7th Ed. RIGHT-J: V2 . 12 Department of Community Affairs SN: 5406 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION FORM 600A-93 Residential Component Prescriptive Method A NORTH PROJECT NAME: PLAN: 1488 BUILDER: QUALITY REMODELING & FRAMING AND ADDRESS : PERMITTING CLIMATE OFFICE: ZONE: 11_1 21__1 31_1 OWNER: PERMIT NO. JURISDICTION NO. CK 1 . New construction or addition 1 . New Construction 2. Single family detached or Multifamily attached 2 . Single-Family 3. If Multifamily-No. of units 3 . 0 4. If Multifamily, is this a worst case (yes/no) 4. 5 . Conditioned floor area (sq. ft. ) 5 . 1488 . 00 6. Predominant eave overhang (ft. ) 6 . 1 . 33 7 . Porch overhang length (ft . ) 7 . 6 . 00 8. Glass area and type: Single Pane Double Pane a. Clear Glass 8a. O . Osgft 167 . 00sgft b. Tint, film or solar screen 8b. O . Osgft O . 00sgft 9 . Floor type and insulation: a. Slab on grade (R-value, perimeter) 9a.R= 0 . 00 , 211 . 00 ft 10.Net Wall type area and insulation: a. Exterior: 2 . Wood frame (Insulation R-value) 10a-2 R=11 . 00, 1890 . 00sgft a. Adjacent: 2 . Wood frame ( Insulation R-value) 10a-2 R=11 . 00, 290 . 00sgft 11 .Ceiling type area and insulation: a. Under attic (Insulation R-value) 11a.R=19 . 00 , 55 . 00sgft a. Under attic (Insulation R-value) 11a.R=30 . 00 , 1488 . 00sgft 12.Air distribution systems a. Ducts (Insulation + Location) 12a. R= 6 . 00 , uncond 13.Cooling system 13 . Type: Central A/C SEER: 10 . 00 14.Heating System: 14 . Type: Heat Pump HSPF: 7 . 20 15 .Hot water system: 15 . Type: Electric EF: 0 . 93 16.Hot Water Credits : (HR-Heat Recovery, 16 . DHP-Dedicated Heat Pump) 17 . Infiltration practice: 1 , 2 or 3 17 . 2 18 .HVAC Credits (CF-Ceiling Fan, CV-Cross vent, 18 . HF-Whole house fan, RB-Attic radiant barrier, MZ-Multizone) 19 .EPI (must not exceed 100 points) 19 . 99 . 47 a. Total As_Built points 19a. 32957 . 58 b. Total Base points 19b. 33132 . 64 ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- I Hereby certify that the plans and Review of the plans and specifications specifications covered by this calcu- covered by this calculation indicates lation are in compliance with the compliance with the Florida Energy Florida Energy Code. Code. Before construction is completed this building will be inspected for PREPARED BY: compliance in accordance with Section DATE: 553 . 908 F. S . I hereby certify that this building is in compliance with the Florida Energy Code. OWNER/AGENT: -- BUILDING OFFICIAL: DATE: =Z DATE: ** INFILTRATION REDUCTION PRACTICE COMPLIANCE CHECKLIST ** COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE CHECK PRACTICE #1 606 . 1 COMPLY WITH ALL INFILTRATION PRESCRIPTIVES . ------------------------------------------------------------------------------- Windows 606 . 1 Maximum of 0 . 34 CFM per linear foot of operable sash crack (includes sliding glass doors) . ------------------------------------------------------------------------------- Exterior & 606 . 1 Maximum of 0 . 5 CFM per sq. ft. of door area: solid Adjacent Doors core, wood panel, insulated or glass doors only. ------------------------------------------------------------------------------- Exterior Joints 606 . 1 To be caulked, gasketed, weather-stripped or other- & Cracks wise sealed. ------------------------------------------------------------------------------- PRACTICE #2 606 . 1 COMPLY WITH PRACTICE #1 AND THE FOLLOWING: ------------------------------------------------------------------------------- Exterior Walls 606 . 1 Top plate penetrations sealed. Infiltration barrier & Floors installed. Sole plate/floor joint caulked or sealed. ------------------------------------------------------------------------------- Exterior Walls 606 . 1 Penetrations, joints and cracks on interior surface & Ceilings caulked, sealed or gasketed. ------------------------------------------------------------------------------- DuctWork 606 . 1 Ductwork in unconditioned space must be sealed. ------------------------------------------------------------------------------- Fireplaces 606 . 1 Equipped with outside combustion air, doors and flue dampers . ------------------------------------------------------------------------------- Exhaust Fans 606 . 1 Equipped with dampers . Combustion devices see 606 . 1 .A. 2 . ------------------------------------------------------------------------------- Combustion 606 . 1 Be in unconditioned space (except direct vent) , draw Appliances air from unconditioned space, exhaust to outside. Cooking appliances shall be dampered and use intermittent ignition. ------------------------------------------------------------------------------- ** OTHER PRESCRIPTIVE MEASURES (must be met or exceeded by all residences . ) ** ------------------------------------------------------------------------------- Water Heaters 612 . 1 Comply with efficiency requirements in Table 6-12 . Switch or clearly marked circuit breaker (electric) or cutoff (gas) must be provided. External or built- in heat trap required. ------------------------------------------------------------------------------- Swimming Pools 612 . 1 Spas and heated pools must have covers (except solar & Spas heated) . Non-commercial pools must have a pump timer. Gas spa & pool heaters must have a minimum thermal efficiency of 78 percent. ------------------------------------------------------------------------------- Shower Heads 612 . 1 Water flow must be restricted to no more than 3 gal- lons per minute at 80 PSIG. ------------------------------------------------------------------------------- HVAC Duct 610 . 1 All ducts, fittings, mechanical equipment and plenum Construction chambers shall be mechanically attached, sealed, ins- Insulation & ulated and installed in accordance with the criteria Installation of Section 610 . 1 .ABC. 2 & 610 . 1 .ABC. 3 . Duct in attics must be insulated to a minimum of R-6 . Air handlers shall not be installed in attics unless in mechanical closet. ------------------------------------------------------------------------------- HVAC Controls 607 . 1 Separate readily accessible manual or automatic thermostat for each system. ------------------------------------------------------------------------------- Insulation 604. 1 Ceilings minimum R-19 . Common Walls - Frame R-11 or 602 . 1 CBS R-3 both sides . Common ceiling & floors R-11 . ------------------------------------------------------------------------------- SUMMER CALCULATIONS BASE __= I =_= AS-BUILT ------------ GLASS---------------- ORIEN AREA x BSPM = POINTS TYPE SC ORIEN AREA x SPM x SOF = POINTS ------------------------- ---------------------------------------------- N 45 . 00 65 . 8 2961 . 0 DBL CLR N 45 . 0 38 . 3 . 89 1537 . 7 E 59 . 00 65 . 8 3882 . 2 DBL CLR E 6 . 0 79 . 7 . 82 392 . 1 DBL CLR E 20 . 0 79 . 7 . 89 1424. 0 DBL CLR E 33 . 0 79 . 7 . 61 1608. 4 S 20 . 00 65 . 8 1316 . 0 DBL CLR S 20 . 0 66. 2 . 82 1085 . 7 W 43 . 00 65 . 8 2829 . 4 DBL CLR W 7 . 0 79 . 7 . 72 399 . 7 DBL CLR W 30 . 0 79 . 7 . 91 2183. 8 DBL CLR W 6 . 0 79 . 7 . 82 392. 1 ------------------------------------------------------------------------------- . 15 x GOND. FLOOR / TOTAL GLASS = ADJ. x GLASS = ADJ GLASS GLASS AREA AREA FACTOR POINTS POINTS I POINTS ------------------------------------------------------------------------------- . 15 1 , 488 . 00 167 . 00 1 . 337 10, 988 . 60 14, 686 . 56 9, 023. 49 ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- NON GLASS------------ AREA x BSPM = POINTS TYPE R-VALUE AREA x SPM = POINTS ------------------------------------------------------------------------------- WALLS---------------- Ext 1890 . 0 . 9 1701 . 0 Ext Wood Frame 11 . 0 1890. 0 1 . 70 3213. 0 Adj 290 . 0 . 7 203 . 0 Adj Wood Frame 11 . 0 290 . 0 . 70 203. 0 DOORS---------------- Ext 20 . 0 6 . 1 122 . 0 Ext Insulated 20 . 0 4. 10 82. 0 Adj 18 . 0 2 . 4 43 . 2 Adj Insulated 18 . 0 1 . 60 28 .8 CEILINGS------------- UA 1482 . 0 . 6 889 . 2 Under Attic 30 . 0 772 . 0 . 60 463 . 2 Under Attic 30 . 0 716 . 0 . 60 429 . 6 Under Attic 19 . 0 55 . 0 1 . 10 60 . 5 FLOORS--------------- Slb 211 . 0 -37 . 0 -7807 . 0 Slab-on-Grade . 0 211 . 0 -41 . 20 -8693. 2 INFILTRATION--------- 1488 . 0 8 . 0 11904 . 0 Practice #2 1488 . 0 8 . 00 11904. 0 TOTAL SUMMER POINTS 21 , 741 . 96 16, 714. 39 --------------------------------------------------------- TOTAL x SYSTEM = COOLING TOTAL x CAP x DUCT x SYSTEM x CREDIT = COOLING SUM PTS MULT POINTS I COMPON RATIO MULT MULT MULT POINTS ------------------------------------------------------------------------------- 21 , 741 . 96 . 37 8, 044 . 53 16, 714. 39 1 . 00 1 . 070 . 340 1 . 000 6, 080. 70 WINTER CALCULATIONS BASE __= I =_= AS-BUILT GLASS---------------- ORIEN AREA x BWPM = POINTS TYPE SC ORIEN AREA x WPM x WOF = POINTS ------------------------- ---------------------------------------------- N 45 . 00 -10 . 6 -477 . 0 DBL CLR N 45 . 0 7 . 3 1 . 16 380 . 0 E 59 . 00 -10 . 6 -625 . 4 DBL CLR E 6 . 0 -9 . 2 . 51 -28 . 3 DBL CLR E 20 . 0 -9 . 2 . 70 -129 . 4 DBL CLR E 33 . 0 -9 . 2 -. 11 32.9 S 20 . 00 -10 . 6 -212 . 0 DBL CLR S 20 . 0 -28 . 4 . 91 -516. 2 W 43 . 00 -10 . 6 -455 . 8 DBL CLR W 7 . 0 -9 . 2 . 24 -15 . 2 DBL CLR W 30 . 0 -9 . 2 . 75 -207 .9 DBL CLR W 6 . 0 -9 . 2 . 51 -28. 3 ------------------------------------------------------------------------------- . 15 x COND. FLOOR / TOTAL GLASS = ADJ. x GLASS = ADJ GLASS GLASS AREA AREA FACTOR POINTS POINTS POINTS ------------------------------------------------------------------------------- . 15 1 , 488 . 00 167 . 00 1 . 337 -1 , 770. 20 -2, 365 . 92 -512 . 58 ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- NON GLASS------------ AREA x BWPM = POINTS TYPE R-VALUE AREA x WPM = POINTS ------------------------------------------------------------------------------- WALLS---------------- Ext 1890 . 0 2 . 2 4158 . 0 Ext Wood Frame 11 . 0 1890 . 0 3 . 70 6993. 0 Adj 290 . 0 3 . 6 1044 . 0 Adj Wood Frame 11 . 0 290 . 0 3 . 60 1044. 0 DOORS---------------- Ext 20 . 0 12 . 3 246 . 0 Ext Insulated 20 . 0 8. 40 168. 0 Adj 18 . 0 11 . 5 207 . 0 Adj Insulated 18 . 0 8 . 00 144. 0 CEILINGS------------- UA 1482 . 0 1 . 2 1778 . 4 Under Attic 30 . 0 772 . 0 1 . 20 926 . 4 Under Attic 30 . 0 716 . 0 1 . 20 859 . 2 Under Attic 19 . 0 55 . 0 2 . 00 110. 0 FLOORS--------------- Slb 211 . 0 8 . 9 1877 . 9 Slab-on-Grade . 0 211 . 0 18 . 80 3966 . 8 INFILTRATION--------- 1488 . 0 7 . 4 11011 . 2 Practice #2 1488 . 0 7 . 40 11011 . 2 ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- TOTAL WINTER POINTS 17, 956 . 58 I 24, 710. 02 ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- TOTAL x SYSTEM = HEATING TOTAL x CAP x DUCT x SYSTEM x CREDIT = HEATING WIN PTS MULT POINTS I COMPON RATIO MULT MULT MULT POINTS ----------------------- -------------------------------------------- 17, 956 . 58 . 55 9, 876 . 12 24, 710 . 02 1 . 00 1 . 070 . 472 1 . 000 12, 479 . 55 ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- WATER HEATING BASE ___ __= AS-BUILT ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- NUM OF x MULT = TOTAL TANK VOLUME EF TANK x MULT x CREDIT = TOTAL BEDRMS RATIO MULT ------------------------- ---------------------------------------------- 4 3803 . 0 15, 212 . 00 40 . 93 1 . 000 3599 . 3 1 . 00 14, 397 . 33 ------------------------------------------------------------------------------- ******************************************************************************* SUMMARY ******************************************************************************* BASE ___ __= AS-BUILT ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- COOLING HEATING HOT WATER TOTAL { COOLING HEATING HOT WATER TOTAL POINTS + POINTS + POINTS = POINTS I POINTS + POINTS + POINTS = POINTS ------------------------------------------------------------------------------- 8044. 5 9876. 1 15212 . 0 33, 132 . 64 6080 . 7 12479 . 5 14397 . 3 32, 957 . 58 ------------------------------------------------------------------------------- ***************** * EPI = 99 . 47 ***************** ENERGY GUIDE For detailed information of the EPI rating number or for any ITEM listed, ask your Builder for EPI= 99 . 5 DCA Form 600A-93 or Form 600B-93 0 10 20 30 40 50 60 70 80 90 100 ---------------------------------------X- 1 The maximum allowable EPI is 100 . The lower the EPI the more efficient the home RESIDENTIAL ENERGY PERFORMANCE RATING SHEET ITEM HOME VALUE Low Efficiency High Efficiency SINGL CLR DBL TINT WINDOWS . . . . . . . . . . . . . . . . . . . . .Double Clear -------------X------- ) INSULATION. . . . . . . . . . . . . . . . . . R-10 R-30 Ceiling R-Value. . . . . . . . . 29 . 6 I -------------------X- I R-0 R-7 Wall R-Value. . . . . . . . . 11 . 0 I --------------------XI R-0 R-19 Floor R-Value . . . . . . . . . 0 . 0 IX-------------------- I AIR CONDITIONER. . . . . . . . . . . . . 10 . 0 SEER 17 . 0 SEER/EER. . . . . . . . . . . . . . . . . . 10 . 0 IX-------------------- I 9 . 7 EER 16 . 0 HEATING SYSTEM. . . . . . . . . . . . . . 6 . 8 HSPF 12 . 0 Electric COP/HSPF. . . . . . . . 7 . 2 I -X------------------- I 0 . 78 AFUE 0.90 Gas AFUE. . . . . . . . . . . . 0 . 00 I --------------------- I WATER HEATER. . . . . . . . . . . . . . . . 0 . 88 0 . 96 Electric EF. . . . . . . . . . . . . . 0 . 93 I ------------X-------- I 0 . 54 0 . 90 Gas EF. . . . . . . . . . . . . . 0 . 00 I --------------------- I 0 . 40 0 . 80 Solar EF. . . . . . . . . . . . . . I --------------------- I OTHER FEATURES . . . . . . . . . . . . . . I certify that these energy saving features required for the Florida Energy Code have been installed in this house. Builder Address: Signature:.<LL )9'—=�E�ate: City/Zip Florida Energy Code for Building Construction - 1993 Florida Department of Community Affairs FL-EPL CARD93 M Job Number 961685 f' TRUE TRUSS, INC . Order Date 03/06/97 10411 Alta Drive Customer: Jacksonville, Florida 32226 DUALITY REMODELING 6 FRAMIN (904) 757-7500 Fax: (904) 757-7336 Deliver To: 1486 DELIVERY TICKET PICTURE OTY SPAN DESCRIPTION 0/A HEIGHT WEIGHT DELIVERY PACKET 1 CONTAINS ENGINEERING, INSTALLATION AND SAFETY INSTRUCTIONS --------------------------------------------------------------------------------------------- Total Load Weight: 4109.84 LB ORDER LOADED BY: DATE: ORDER CHECKED BY: DATE: DELIVERED BY: DATE: LEFT PLANT: ARRIVED SITE: LEFT SITE: ARRIVED PLANT: NOTE PROBLEMS OR CHANGES IN ABOVE SCHEDULE: ACCEPTED BY: DATE: DELIVERY NOTES PAGE ( i : Job Number 961885 TRUE TRUSS, INC . Order Date 03/06/97 10411 Alta Drive Customer: Jacksonville, Florida 32226 QUALITY REMODELING 6 FRAMIN (904) 757-7500 Fax: (904) 757-7336 Deliver To: 14BB DELIVERY TICKET PICTURE OTY SPAN DESCRIPTION 0/A HEIGHT WEIGHT 2 32' T4 32' Stepdown Hip 5.83 256 A 2 32' T3 32' Stepdown Hip 6.83 258 A 2 32' T2 32' Stepdown Hip 7.83 262 A 1 32' T1 32' Stepdown Hip 8.83 137 A 4 32' T6 32' Common 9.33 525 A 1 32' T9 32' Stepdown Hip 8.83 122 A 7 32' T7 32' SCISSORS 9.33 842 A 3 32' T8 32' Common 9.33 374 A 2 32' T16 32' Common 9.33 267 A 2 32' T5 32' Stepdown Hip Girder 4.83 262 A 4 9'10"13 9'10"13 Hip Jack Girder 4.81 144 A 8 5' 5' End Jack 3.83 114 A 8 3' 3' End Jack 2.83 79 A 8 1' 1' End Jack 1.83 52 A 20 7' 7' End Jack 4.83 415 A i TRUSS SPECIFICATIONS FOR 1488 961885- -QUALITY REMODELING & FRAMIMG TRUE TRUSS INC. The numbers listed below are a list of truss specifications for the project named above. The engineer's seat on this index sheet indicates acceptance of professional engineering responsibility,in accordance with Florida Statute Chapter 471 and Rules of the Florida Department of Professional Regulation Chapter 21H-23, for each component design only. DRAWING NUMBER DATE TXUSR732 970 03-10-97 TXUS 732 M69010 03-10-97 TXUSR732 97069011 03-10-97 TXUSR732 9706901203-10-97 TXUSR732 9706901 03-10-97 TXUSR732 97069014 03-10-97 TXUSR732 97069015 03-10-97 TXUSR732 97069016 03-10-97 TXUSR732 97069017 03-10-97 TXUSR732 9706 018 03-10-97 TXUSR732 97069019 03-10-97 TXUSR732 97069020 03-10-97 TXUSR732 9706902 03-10-97 TXUSR732 97069022 03-10-97 TXUSR732 97069023 03-10-97 Oh MAR 1119 0 FZ 4 '•a 961885-QUALITY REMODELING & FRAMING 1488 T4 32' Ste down Hi THIS DWG PREPARED FROM COMPUTER INPUT (LOADS a DIMENSIONS) SUBMITTED BY TRUSS MFR TOP CHORD 2x4 SP #2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. SBCCI BOT CHORD 20 SP #2 N UPLIFT (LB): 630 630 . WEBS 2x4 SP 13 BRG.LOC (FT): 0.00 31.71 TRUSS DESIGNED FOR 110 MPH WIND. 15.00 FT MEAN HEIGHT. WITH DEAD LOAD OF 7.0 PSF (TOP) AND 10.0 PSF (BOTTOM). TRUSS DESIGNED WITH EQUAL LENGTH PANELS UNLESS DIMENSIONED. ENCLOSED OR FULLY OPEN BUILDING. THIS TRUSS MAY NOT BE LOCATED WITHIN A 8.50' END ZONE FROM EDGE OF THE ROOF. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O/C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. C5X5(R) % C2X411 C5X5(R) I C2X4o C2X40- 6 f— 6 C3X4= C5X8= C3X4- C3X6(Al) a C3X6(A1) _ Le2-0-0J LE2-0-0J I 4-9-4 _1_ 4-2-12 SIE 7-0-0 �jE 7-0-0 JE 4-2-12_ t 4-9-4 J 9-0-0 T 7-0-0 I 7-0-0 'I 9-0-0 t 9-0-0 I 14-0-0 J 9-0-0 J 32-0-0 Over 2 Supports --- R-1296 W=3.5' U=630 R=1296 W=3.5' U-630 PLT TYP. -Clary V2 Design Criteria: TPI 17.3u6 FL/1/1/-/E/-/- Scale —.25"/Ft. Q Q Q Q --WARNING-- TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING. INSTALLATION AND BRT C L L 2 0.0 P S F R E F' R732- ACING. REFER TO HIS-91 (UANOLING INSTALLATION AND BRACING), PUBLISHED BY TPI (TRUSS PLATE -36780 INSTITUTE. 583 D'ONOF10 DR.. SU I Tf 100. MADISON. YI 63719), FOR SAFETY PRACTICES PRIOR TO O -7 fERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SMALL NAVE PROPERLY ATTACHED T C D L / .0 PSF DATE 03/10/97 STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CIELING. p •'IMPORTANT•• FURNISH A COPY OF THIS DESIGN TO IRC INSTALLATION CONTRACTOR. ALPINE ENGINEERED B C DL 10.0 P S F D R W T XU SR 73 2 97069010 PNOODCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN.' ANY FAILURE TO B C L L 0.0 P S F TX-ENG A F/C W C BD 11.0 THE TRUSSES IN CONFORMANCE WITH TPI. OR FABRICATING, HANDLING. SNIPPING. INSTALLATION OR ALPINE OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF RDS (NATIONAL DESIGN TOT.L D. 37.0 P S F S E ON - 30709 SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND T►1. ALPINE TRUSS CONNECTORS ARE MADE OF 20GA ASTM A653 GR31 GALT. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO OUR.FAC. 1.2 5 FROM S D S EACH FAC( OF TRUSS. AND UNLESS OTHERWISE LOCAT(O ON THIS DESIGN. POSITION CONNECTORS PER DRAWINGS MC TRUSS EP I, TEO N(REAANO SHALL NMOTEBE•REL PEO UPONHIN ANTYOTNER APPLIES ONLY TO INC DESIGN S P A C I N G 2 4.0 " 961885-QUALITY REMODELING & FRAMING 1488 T2 32' Ste down Hi THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFRS TOPCHORD2x4 SP-;112 N :tee; PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED: SBCCI"ten BOT CHORD 2x4 SP #2 N UPLIFT (LB): 620 620 WEBS 2x4 SP 13 ` BRG.LOC (FT): 0.00 31.71 r TRUSS DESIGNED FOR 110 MPH WIND. 15.00 FT MEAN HEIGHT. WITH DEAD LOAD OF 7.0 PSF (TOP) AND 10.0 PSF (BOTTOM). TRUSS DESIGNED WITH EQUAL LENGTH PANELS UNLESS DIMENSIONED. ENCLOSED OR FULLY OPEN BUILDING. THIS TRUSS MAY NOT BE LOCATED WITHIN A 8.50' END ZONE FROM EDGE OF THE ROOF. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24. 0/C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. C5X5va C5X5f C5X50 C5X54lr 6 C2X411 C5X8= C5XSM C2X411 CM(A1) C3X6(Al) - 42-O-O-J L- 2-0-0,J ------6-9-4--- 6-2-12 6-0-n- 6-2-12 6-2-12 6-9-4-----� { � 13-0-0 i 6-0-0 I 13-0-0 32-0-0 Over 2 Supports R=1296 W=3.5' U-620 R=1296 W=3.5' U-620 PLT TYP. Clary V2 Design Criteria: TPI 17.3u6 FL/1/1/-/E/-/- Scale 6.25" Ft. F-1O O +BRAC'NGNG•REFER�10ENIB 91REQUIRE (HANDLING INSTALLATIONSANDIBRACING). PUBLISHED IBY TPIST(TRUSS OPLATE TC LL 20.0 PSF REFN AND R732- -36782 Qi:S"111 TE. 5B3 B'ONOF 10 DR.. SUITE 200. MADISON. NI S31191. FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SMALL NAPE PROPERLY ATTACHED TC DL 7.0 PSF DATE 03/10/97 Q STRUCTURAL PANELS. BOTTOM CHORD SMALL HAVE A PROPERLY ATTACHED RIGID CIELING. BC DL 10.0 PSF DRW TXUSR732 97069012 TT --IMPORTANT-- FURNISN A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED /� �[.i�F �_ FROM THIS OESICO: ANY FAILURE TO p1lOCTNE TRUSS[SA11 CONFORMANCE NITMLL NOT BE LTPI:ORAFABRICATING.NY NNANKING. SHIPPING. INSTALLATION OR BC LL V.0 PSF TX-ENG A F/C W C ALPINE SIECIFICNG AiEONUPUBIISNEDTBYSTNESIGN AMERICANOF011ESTMS TH APPLICABLE ANO PAPER ASSOCIAiION)SOF NOS A 0 TPI.(NALFINEL DESIGN TOT.LD. 37.0 PSF S E A N - 30716 2�-TRUS S � CONNECTDRS ARE NAOf QF tOGA ASTM ANS3 6431 GALY. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO [ACM FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER D UR.FAC. 1. 25 F R 0 K S D S GRNT NS 13OF A TNEGTR USS'OEPICTEO HEREA AAND SMALLN001 91 NEUED UPONH IN ANYNOTHERPWAYCS ONLY f0 THE DESIGN SPACING- 24.0" 961885-0UALITY REMODELING & FRAMING 1488 - T6 32' Common THIS ONG PREPARED FROM COMPUTER INPUT (LOADS i DIMENSIONS) SUBMITTED BY TRUSS MFRF, TOP CHORD 2x4 SP #2 N PROVIOE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED_ SBCCI BOT CHORD 2x4 SP J12 N UPLIFT (LB): 620 620 WEBS 2x4 SP #3 BRG.LOC (FT): 0.00 31.71 TRUSS DESIGNED FOR 110 MPH WIND. 15.00 FT MEAN HEIGHT. WITH DEAD LOAD OF 7.0 PSF (TOP) AND 10.0 PSF (BOTTOM). TRUSS DESIGNED WITH EQUAL LENGTH PANELS UNLESS DIMENSIONED. ENCLOSED OR FULLY OPEN BUILDING. THIS TRUSS MAY NOT BE LOCATED WITHIN A 8.50' END ZONE FROM EDGE OF THE ROOF. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O/C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. C5X5= C5X5% C5X5c 6r 1 6 C2X4 0 C2X4* C3X4- C5X8= CH4� C3X6(A1) � C3X6(A1) - 42-0-o.) L2-0-0J I_ 5-8-5 _i_ 5-1 13 _1_ 5-1-13 }e 5-1-13 _I_ 5-1 13 I_ 5-8-5 _l I` 8-3-4 T 7-8-12 I 7-8-12 1 8-3-4 16-0-0 — 16-0-0 _1 32-0-0 Over 2 Supports R-1296 W=3.5' U=620 R=1296 W=3.5' U=620 PLT TYP. Clary V2 Design Criteria: TPI 17.3u6 FL 1 1 - E - - Scale —.25"/Ft. O -BRACING. REFERUTOEHIB-WARNING­ INSTALLA IONE EXTREME CARE IN IAND CAT(BRACING). PUBLISHEDON. HANDLING. IBY TPI ST(TRUSSUPLATE N AND TC LL 20.0 P S F REF.. 8732- -36784 Q Q INSTITUTE. S83 D'OHOF 10 OR-. SUITE ?DO. MADISON. NI 53119). FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTMERNISE INDICATED. TOP CHORD SMALL HAVE PROPERLY ATTACHED T C D L 7.0 P S F DATE 03/10/97 STRUCTURAL PANELS. BOTTOM CHORD SHALL NAVE A PROPERLY ATTACHED RIGID CIELING. O ••IMPORTANT•• FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED B C D L 10.0 PSF D R W T XUSR 7 3 2 97069014 FROOUCTS. INC. SMALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO B C L L 0.0 P S F T X-ENG AF/CWC o A�SS O BRACINGIt NOF TTRUSSES. CONFORMANCE DESIGNITH TPI: OR CONFORMS WITH APPLICABLENPROVISIONSSHIPPING, NOS (NATIONAL INSTALLATION OESI6 SP EC If(CATION ►UBLISME0 0Y THE AMERICAN FOREST ANO PA►ER ASSOC IAi ION) AND TP 1. ALPIN[ TOT.L D. 3 7.D PSF S E 0 N - 30720 V;T 'BeNECIOAS ARE MAO[ OF 20GA ASTM AGS3 GR31 GALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO D U R.FAC. 1.2 5 FROM S D S EAC: FACE OF TRUSS. AND UNLESS OTNEAN ISE LOCATED ON THIS DESIGN, POSITION CONNEC TONS PER u O OF A THEGTRUSS DEPICTED HERE AAND SHALL NNOT CBE•RELIED UPON UIN ANY OTHER PNAYf3 ONLY TO THE DESIGN SPACING 24.0" 961885-OUALITY REMODELING A FRAMING 1488 - T7 32' SCISSORS THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR TOP CHORD 2X4 SP 12 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. SBCCI BOT CHORD 2x4 SP ¢2 N UPLIFT (LB): 620 620 WEBS 2x4 SP J3 BRG.LOC (FT): 0.00 31.71 TRUSS DESIGNED FOR 110 MPH WIND. 15.00 FT MEAN HEIGHT, WITH DEAD LOAD OF 7.0 PSF (TOP) AND 10.0 PSF (BOTTOM). PROVIDE FOR HORIZONTAL MOVEMENT OF 1/4" DUE TO LIVE LOAD ENCLOSED OR FULLY OPEN BUILDING. THIS TRUSS MAY NOT BE LOCATED AND 1/4' DUE TO DEAD LOAD AT ONE SUPPORT. WITHIN A 8.50' END ZONE FROM EDGE OF THE ROOF. RECOMMENDED CAMBER 1/2" AT MIDSPAN BETWEEN BEARINGS. TRUSS DESIGNED WITH EQUAL LENGTH PANELS UNLESS DIMENSIONED. A 41GID CEILING OR CONTINUOUS LATERAL BRACING AT 24' 0/C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. C5X5= C5X5110 C5X5o C2X4.- 6 r -I 6 C2X4v- C6X8= _A3 3 `' C5X5*s C5X5f C3X8(Al) w- C3X801) ft 1E2-0-OJ L2-0-OJ I� 5-10-10 _l. 5-0-11 _J_ 5-0-11 }F 5-0-11 -1- 5-0 11 _L 5-10-10 C 8-4-15 -T 7-7-1 f 7-7-1 T 8-4-15 16-0-0 16-0-0 32-0-0 Over 2 Supports --� R-1296 W=3.5" U=620 R=1296 W=3.5" U=620 PLT TYP. Clary-V2 Design-Criteria: TPI 17.3u6 FL 1 1 - E - - Scale =.25" Ft. WARNINO O 'ACING.•NEFER TRUSSES 919-91REQUIRE (HANDLING INSTALLATIONAND FABRICATION. BRACING). PUBLISHEDSHIPPING, BY TPIINSTALLATION PLATE TC LL 20.0 P S F R E F R732--36786 Q O IRSTITVIE. S93 O'ONOF10 OR.. SUITE 200, MADISON, VI 53Ti9), FOR SAFETY PRACTICES PRIOR TO TC DL 7.0 P S F DATE 03/10/97 ►ERFORMING TNESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL NAVE PROPERLY ATTACHED Q Q STRUCTURAL tAREtS, BOTTOM CHORD SMALL NAVE A PROPERLY ATTACHED RIGID CI[LIMG, BC DL 10.0 PSF DRW TXUSR732 97069016 ••IMPORTANT•• FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED MOCKTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO O BtlILO THE TRUSSES IN CONFORMANCE WITH T►I; OR FABRICATING, NANK ING. SNIPPING, INSTALLATION OR BC- LL 0.0 P S F TX-ENG AF/C W C ABRACING OF IRNSSES. THIS DESIGN CONFORMS VITN APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BV THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPIN[ TOT.L D. 37.0 PSF S E Q N - 30726 V;T�R�SS r CORNTIT ONS ARE MADE OT TOGA ASTM A6S3 GR31 GAIV. STILL, INCEPT AS MOT[0 ARTY CONNECTORS TO D U R.FAC. 1 .2 5 F R 0'M S O S EACH FACE OF TR tlSS. AND tl11LESS OTHEAVISE LOCATED ON TNIS DESIGN, POSITION CONNECTORS PER DRAWINGS 130. ISO ANO 160 A-F. AN (NGIN[ER'S SEAL ON THIS BRAVING APPLIES ONLY TO THE DESIGN S PACING z a o" OF THE TRUSS DEPICTED NERE AND SMALL 001 BE A[LIED UPON 19 ANY OTHER WAY. (961885-OUALITY REMODELING & FRAMING 1488 - T16 32' Common THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR 1. . TOP CHORD 2x4, SP #2 N PROVIDE,UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. SBCCI BOT CHORD 2x4 SP 12 N UPLIFT (LB): 620 620 WEBS 2x4 SP $3 BRG.LOC (FT): 0.00 31.71 �• TRUSS DESIGNED FOR 110 MPH WIND. 15.00 FT MEAN HEIGHT, WITH DEAD LOAD OF 7.0 PSF (TOP) AND 10.0 PSF (BOTTOM). PROVIDE FOR 1/2' HORIZONTAL MOVEMENT AT ONE SUPPORT. ENCLOSED OR FULLY OPEN BUILDING. THIS TRUSS MAY NOT BE LOCATED WITHIN A 8.50' END ZONE FROM EDGE OF THE ROOF. RECOMMENDED CAMBER 3/8' AT MIDSPAN BETWEEN BEARINGS. TRUSS DESIGNED WITH EQUAL LENGTH PANELS UNLESS DIMENSIONED. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24. 0/C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. C5X5= C3X40 C3X4c C2X4 N 6 I-- -1 6 C5X5*4 C5X59. C6X8w J 3 C6X8= T 2-1-9 3 C5X5i* C3X8= C2X41 C3X8(A1) C3X6(Al) LE2-o-oJ LE2-o-oJ (_ 4-8-2 �I,E 3-11-14 �I E 3-8-14 _1_ 3-7_2 jE 5-0 11 _L_ ��0�11 _1_ 5-10-10 1 1- 4-8-2 j 4-1-10 1 7-2-4 f 7-7-1 1 8-4-15 '1 16-0-0 16-0-0 8-9-12 7-2-4 16-0-0 32-0-0 Over 2 Supports - —� R=1296 W=3.5' U=620 R=1296 W=3.5' U=620 PLT TYP. Clary V2 Design Criteria: TPI 17.3u6 FL/1/1/-/E/-/- Scale —.25" Ft. Q O 0 •BRACING 6+REFER TOEVIS-911RE EXTREME CARE IN(HANDLING INSTALLATIONIANDIBRACING)`IPUBLISHEDIBY TPIST(TRUSSON AND PLATE TC LL 20.0 PSF R E F 8 7 3 2- -36788 INSTITUTE. 683 O'ONOFIO DR.. SUITE 200. MADION. ill 311 ). FOR SAFEY PRCTICES PITO L� Q PERFORMING THESE F/NCT10 S. UNLESS OTHERWISE SINDICATED.STOP'CHORD SMALL IHAVE APR PERLYRAIi ACHfO TC DL 7.0 P S F DATE 03/10/97 O O STROCTURAt PANELS, BOTTON CHORD SMALL NAVE A PROPERLY ATTACHED RIGID CIELING. BC DL 10.0 PSF DRW TXUSR732 97069018 •'IMPORTANT•" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED ►ROOUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO O O BC LL 0.0 PSF TX-ENG AF/CWC rT LPINE BUILD THE TRUSSES IN CONFORMANCE YITN i►1; OA FABRICATING. HANDLING, SNIPPING, INSTALLATION OR BRACING OF TRUSSES. THIS DESIGN CONFORMS YITN APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN TOT. L D. 3 7.0 P S F SEAN - 30722 SPEC IF ICATI0 PUBLISNEO IY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND IPI. All-IRE RUS S CONNECTORS ARE MADE OF 20GA ASTN A6S7 0131 CALV. STEEL, EXCEPT AS NOTED. APPLY CORRECTORS TO D U R.FAC. 1.2 5 FROM , D S EACH FACE OF TRUSS, AND INLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER O O O OF INE TRUSS,O[PICTEO HEREAAND SHALLNOTf91 RELIED UPON IN ARTW07NERPWAYES ONLY TO THE DESIGN SPACING 24.0- i 961885-QUALITY REMODELING & FRAMING 1488 - 5' End ,Jack THIS DWG PREPARED FROM COMPUTER INPUT (LOADS i DIMENSIONS) SUBMITTED BY TRUSS MFR TOP CHORD 2x4 SP #2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. SBCCI BOT CHORD 2x4 SP ,#2 N _. UPLIFT (LB): 230 200 200 WEBS 2x4 SP #2 N BRG.LOC (FT): 0.00 5.00 5.00 �. TRUSS DESIGNED FOR 1I0 MPH WIND, 15.00 FT MEAN HEIGHT, WITH DEAD LOAD OF 7.0 PSF (TOP) AND 10.0 PSF (BOTTOM). TRUSS DESIGNED WITH EQUAL LENGTH PANELS UNLESS DIMENSIONED. ENCLOSED OR FULLY OPEN BUILDING. THIS TRUSS MAY NOT BE LOCATED WITHIN A 4.50' END ZONE FROM EDGE OF THE ROOF. TOE-NAILED OR OTHER CONNECTION TO BEARING BY BUILDER. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' 0/C. THIS TRUSS IS DESIGNED.TO BEAR AT SPECIFIC LOCATIONS. ` MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. PARTICULAR CARE IS ADVISED DURING INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. R-98 W=1.5N U-200 6 (_" 2-10-3 R-44 W=3" U-200 ' C2X4(A1) g L-C-2-0-0 ��E 5-1-8—= 5-0-0 Over 3 Supports R-339 Wa3.5' U-230 ,r PLT TYP. Clary V2 Design Criteria: TPI 17.3u6 FL/1/1/-/E/-/- Scale =,375" Ft. •BRAICINGGREF , ERUTOENIBE9110.E EXTREME CARE IN(HANDLING INSTALLATION IAND BRACING)11PUBLISHEDBY SHIPPING. •TPI (TRUSS STON AND PLATE TC LL 20.0 PSF REF- R732--36790 Q INSTITUTE, S83 0.ONOF10 DR., SUITE 200, MADISON, YI S3719), FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INOKATED, TOO CHORD SHALL NAVE PROPERLY ATTACHED TC DL 7.0 PSF DATE 03/10/97 Q O STRVCTURAI PANELS, BOTTOM CNORO SHALL NAVE A PROPERLY ATTACHED RIGID CIELING. ••IMPORTANT•• FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED pB C OL 10.0 PSF D R W T X USR 7 3 2 9706902'0 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO [�C L L O,0 PSF TX-ENG AF/CWC o ALPINE c' Btl[ED THE TRUSSES IN CONFORMANCE KITH TP OR FABRICATING, HANDLING, SNIPPING, INSTALLATION OR BRACING OT TRUSSES. THIS DESIGN CONFORMS YITN APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN S►ECIF KATION PUBLISHED BV THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE TOT.L D. 37.0 PSF S E 0 N - 30737 Tr�RUSS CAC FACE ARE NAS[ OF TOGA ASTM AGS]GN]/ GALE. STEEL, EXCEPT DESIG AS POSITION CONNEAPPIYCTORS TORS PEN S TO OUR.FAC. 1.2 5 FROM S O S EACH FACE OF TRUSS, AND tlMl[SS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER f__J L� Of ATNEGiRYTS OEPICTEO XEREAANO SNALIENGINEER'S REl1 E0 U►ONXIM ANTYOTXER APPLIES OMIT TO THE DESIGN SPACING 24.O OZ i d" I - -f - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ' - - - - ' - - - - - ,y- - _ �' - - - =� oiotor/a nouums Realty . Inc. pHows mz : �o� a7� ��7r oct. m 1,39T wz:nspn pmn '-'-- �Ial`-: p03 - MAP SHOWNG BOUNDARY SURVEY OF LOT BLOCK AS SHOWN ON MAI'-) OF 40 r Ar' 024 Iva 410'. Ilk 1p s nqee r RECEI ED FEB 17 998 City of Atlant Beach Building and Zpning I HFRN T THIS SURVEY.PERFORMLr)UNOEA MyAeSpoNSImL.E UIRIECTION,MEETS THE MINIMUM (PURWANI TO SECTION 472.027,FLORIDA STATUTES),AND FURTHER eFnTIFYTHAI THERE ARE W)V)SIULE ENCROACH UPPILIMANT TEC14NICAL$TANOAADs FOR LAND SUAVEY0A,1 IN A(XOFIQANC.t WITH CHAPTEn 21HH-0.PLA,ADMINISTnAlIVE CODE LEGEND: SAO-INTS UPON THE SUILIECT PROPERTY SX(;EPT AS 311OWN ON THIS SURVEY FQUND Igo" VAP.COMMUN"Y PANEL NO 1 ZW79, OATIO;4-17.61 1$4*MLLOO&VI.jA(I**OMLj'pjLA%22or p"100 i wAVEYE0 IQ M— '--- - --- - ---------