The URL can be used to link to this page

Permit 88 Ardella Roadr; J !~~ l ~; ~ t .~:.~. ,~ ~-~ i ~4 ---~/~ `ask-3 r, CITY 4F ATLANTIC BEACH . 840 SEMINQLE ROAD ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247 X826 Application Number 06-00032964 Date 5/24/06 Property Address 88 ARDELLA RD Tenant nbr, name . DUPLEX Application description TWO FAMILY RESIDENCE Property Zoning TO BE UPDATED Application valuation 80000 Owner ------------------- Contractor ----- -- ------------------ BEACHES HABITAT ---- 1671 FRANCIS AVENUE ATLANTIC BEACH FL 32233 -------------------- - (904) 241-1222 - -- Permit --------------------------------------- BUILDING PERMIT ------------- Additional desc . Permit Fee .00 Plan Check Fee .00 Issue Date 5/24/06 Valuation 80000 Expiration Date 11/20/06 Other Fees CITY RADON SURCHARGE .27 CAPITAL IMPROVEMENT 325.00 ST CONSTRUCTION SURCHARGE 4.97 AB CONSTRUCTION SURCHARGE .55 STATE RADON SURCHARGE 5.24 SEWER IMPACT FEES 1250.00 WATER IMPACT FEE 400.00 WATER CONNECT/TAP & METER 525.00 WATER CROSS CONNECTION 35.00 Fee summary ----------------- Charged Paid Credited - - Due Permit Fee Total - - ------ ---------- ---------- --- .00 .00 .00 ------- .00 Plan Check Total .00 .00 .00 .00 Other Fee Total 2546.03 2546.03 .00 .00 Grand Total 2546.03 .2546.03 .00 .00 PERMIT LS APPROVED ONLY IN ACCORDANCE Wt1'H ALL CITY OF ATLANCiC BEACH ORDINANCES AND THE I1.ORIDA BUII.,DING CODES ~~ ~~, BUILDING OFFICIAL .S ~~~+~ r f' ~~s °~ ~' ~:',~ ; CITY OF ATLANTIC BEACH ~; .- , Lf PERMIT CALCULATION SHEET ~~ Jiil~r ~ ~ b /~ / // (~ 2 9 ~P' 3 ~~ ~' Date P D Permit Num er [/ , o Co T Address ~~S Contact Name Phone 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 VALU ATION: $ Total Valuation 1st $ Remaining Value $ per thousand or portion thereof CONSTRUCTION TYPE: TOTAL BUILDING FEE $ ZONING: +'/z Filing Fee $ FLOOD ZONE: ()Fireplaces @ $35.00 $ IIvIPERVIOUS SURFACE: AB CONSTRUCTION SURCHARGE CAPITAL IMPROVEMENT CITY RADON SURCHARGE SECTION H IIv1PACT FEE SEWER IlvIPACT FEES SEWER TAP FEES ST CONSTRUCTION SURCHARGE STATE RADON SURCHARGE ~` WATER CONNECT/METER ONLY WATER CONNECT/TAP & METER WATER CROSS CONNECTION WATER IIvIPACT FEE OTHER GRAND TOTAL DUE: $ $ _ $ i(J A r- 1/13/03 / °~ ~, %=S'"''~''''<: CITY OF ATLANTIC BEACH '' , , ~~ ~ BUILDING /ZONING DEPARTMENT J , ~,. 800 Seminole Road Atlantic Beach, Florida 32233 r~ ~Sil9r` (904) 247-5800 (904)247-5845 Fax www.coab.us PLAN REVIEW COMMENTS Permit Application # d ~O - ~oZ 9 (o z ~~~ ~w i ins ~~ r Property Address: L~ ~. ~~//Q. ~d Applicant: FA L'`i f S ~RBi ~TA T Project: T~his/permit application has been: u Approved ~ Reviewed and the following items need attention: Please re-submit your application when these items have been completed. Reviewed By: t r ~_____.,._ Date: +~~ ' ~ ~ d ~~ -~~ - Date Contractor Notified: °6 ~~. i~ Fw ~ 1!1 :~ 1 / ~~' i -~ - ~~rAl~ CI'I'~' ~E ATLANTIC ~EAC~ PIJ~LIC W®~S DEPA~Tl~/IEN'I' 1200 Sandpiper Lane Atlantic Beach, Florida 32233 (904)247-5834 (904)247-5843 Fax www.coab.us CC: ~onl ~aNy~ l~er~at Application # Q ~ - ~ ~ } (o ~i Property Address: d Q .H7'~~ ~~Q- ~~ Applicant: ~5~i9 Ch~S ~7~i ~ Project: Your application is approved as noted by the Public Works Department. ~"inal application ap~rro~ra~ ~aast c®Bne f~°®~ ttae laaaikdiua~ ~epartffi¢ant. ^ Your permit application has been reviewed by the Public Works Department and the following items need attention: Please submit these requirements to the Public Atlantic Beach, FL 32233 in order that we can questions, please call (~04) 247v5834. Works Department, 1200 Sandpiper Lane, approve your application. If you have any Reviewed y Carper, P.B., Public Works Director Date Signature Contractor Notified Date rj...'~}J~J~ `J '~~i, '~SS1 ~~ a ~;. - ~~.. r~~ltl~~' CITY OF ATLANTIC BEACH PERMIT CALCULATION SHEET Date ~~ " 2 ~ '- ~ ~o Permit Number Address ~'' ~ i`t /Z ,G71= ~ C c~t~ ~ Q~ '- %' C} y ry N O y S ('~' Contact Name ~A y L F ~~ ,o i c y Phone ~~ ~/ ~/ 2 2 Z Heated Square Footage Garage /Shed Carport /Porch Deck Patio Total Valuation ~~ @ $ persgft=$ 1 S` $ @ $ persgft=$ @ $ per sq ft = $ @ $ persgft=$ @ $ per sq ft = $ TOTAL VALUATION: $ Remaining Value $ per thousand or portion thereof CONSTRUCTION TYPE: - TOTAL BUILDING FEE $ ZONING: ~ '~- +'/z Filing Fee $ FLOOD ZONE: ~_ OFireplaces @ $35.00 $ Il~Il'ERVIOUS SURFACE: f i7 ~ AB CONSTRUCTION SURCHARGE ra ~ $ CAPITAL IMPROVEMENT $ 3 Z CITY RADON SURCHARGE 1 /' ~ 'S~ $ SECTION H IMPACT FEE $ SEWER IMPACT FEES $ ~ 2 f c~ SEWER TAP FEES $ ST CONSTRUCTION SURCHARGES $ STATE RADON SURCHARGE//D,5 $ WATER CONNECT/METER ONLY $ WATER CONNECT/TAP & METER $ WATER CROSS CONNECTION $ WATER IMPACT FEE $ OTHER $ GRAND TOTAL DUE: $ 1/13/03 /~ z CITY OF ATLANTIC BEACH ~~ BUILDING /ZONING DEPARTMENT ~ ~ S 800 Seminole Road S. Doerr ~~ Atlantic Beach, Florida 32233 {904)247-5800 (904)247-5845 Fax www.coab.us PLAN REVIEW COMMENTS Permit Application # Q~ - ~a 9 (pY Property Address: ~O ~ie C~~ItL ~d Applicant: ~fACti£S >~A~'i% TAT Project: ~(,~ p ~~X This permit plication has been: Approved ~ Reviewed and the following items need attention: Please re-submit your p ca 'on when these items have been completed. Reviewed By: Dw`"""-"` Date: Q .S'~~~ Date Contractor Notified: ,. *; ^~' _ . _, :~.~ ~z ~~ - / ,`. /' CITY OF ATLANTIC BEACH 800 SE11~II1~TOLE ROAD ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 24~-5826 Application Number 06-00033178 Date 6/07/06 Property Address 88 ARDELLA RD Tenant nbr, name . INSTALL 13 FIXTURES Application description PLUMBING ONLY Property Zoning TO BE UPDATED Application valuation 0 Owner Contractor ------------------------ ------------------------ ADVANTAGE PLUMBING GREG GAUSE INC 632 2ND AVENUE NORTH JAX BEACH FL 32240 (904) 247-9848 Permit PLUMBING PERMIT Additional desc . Permit Fee 126.00 Plan Check Fee .00 Issue Date Valuation 0 Fee summary Charged Permit Fee Total 126.00 Plan Check Total .00 Grand Total 126.00 Paid Credited Due 126.00 .00 .00 .00 .00 .00 126.00 _00 .00 PERMPP IS APPROVED ONLY IN ACCORDANCE WITH ALL CtTY OF ATLANTIC BEA® ORDINANCES AND THE FLORQfA BUILDING CODES. ~,,... .•e~. J ~-''~~ J _ CITY OF ATLANTIC BEACH PLUMBING PERMIT APPLICATION Date: ~' ~7 n~ Property Address: ~'~ ~l n 5~c"- t z ~ ~!'~C- "~ Owner: ~C.l~ Gia i:3 ~~ -'~'~ .? Telephone #: Z`~~- % ~2'~-Z-- Contractor: ~~~~~, ~G E ~ 1 v ~ ~ ~ tick Telephone #: ~~ ~ ~(S 4~ Contractor Address: C~j~~„~ d, ~ ~? (~. 1 Fax #: ~~ ~ y~2,/ In consideration of permit given for doing the work as describe d in the above statement, we hereby agree to perform said work in accordance with the attached plans and specifications which ar e a part hereof and in accordance with the City of Atlantic Beach ordinance and standards of good practice listed therein. Installation of plumbing and fixtures must be in accordance with the most recent edition of the Southern Standard Plumbing Code. Plumbing Type: / If other construction is being done on this building or site, ~1/ New list the building permit number: ^ Re-Pipe ~~- ~329~6~.! Number of Fixtures: ~2- Bath Tubs Showers Closets Shower Pans Dishwashers 2 Sinks Disposals Urinals Floor Drains ~ Washing Machine 2- Lavatory ~ Water ~ Sewer 1 Water Heaters Other Fees Permit Issuing Fee: $35.00 Total Fixtures: ~ X $7.00 + $35.00 = ~ 2~, ~~ 800 Seminole Road • Atlantic Beach, Florida 32233-5445 Phone: (904) 247-5800 • Fax: (904) 247-5845 • http://www.ci.atlantic-beach.fl.us Revised I/04 ~,,'-~i1~~f% ~ d r r~ ~ r --, `,'mot ~_r ~ ~; ~~~ -~'. CITY OF ATLANTIC BEACH 800 SEMiNOLE ROAD ATLANTIC BEACH, FL 32233 INSPECTION- PHONE LINE 247-5826 Application Number Property Address Tenant nbr, name Application description . Property Zoning . Application valuation . . 06-00033435 . 88 ARDELLA RD . TEMP POLE . ELECTRIC ONLY . TO BE UPDATED . 0 Date 7/06/06 Owner Contractor ------------------------ ------------------------ BROOKS & LIMBAUGH ELECTRIC CO 42 WEST 8TH STREET ATLANTIC BEACH FL 32233 (904) 241-9051 ---------------------------------------------------------------------------- Permit ELECTRICAL PERMIT Additional desc . Permit Fee 70.00 Plan Check Fee .00 Issue Date Valuation 0 Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 70.00 70.00 .00 .00 Plan Check Total .00 .00 .00 .00 Grand Total ?0.00 70.00 .00 .00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES Building, Planning & Zoning Inspection Deparnnent CITY OF ATLANTIC BEACH CERTIFICATE OF OCCUPANCY WORKSHEET Date Requested: ~ ~ fl'i~~~~l a- ,/1 Od-O~ ~~' ~O ' a G Contractor Name: yg h~~ ~~~T7~~ Permit #: Q ~ -' 3Z 917 Property Address: Legal Descriptions ' Improvements to the above-described. property have been completed ~ in accordance with the terms of the permit and are certified to be readyfor occupancy as: ~ Single-Family Residence ^ CommerciaY. IVI Other: d1~.olS~cO Lowest Floor Elevation: Required As Built The following must be. completed before issuing Certificate of Occupancy: Department Date Notified Date Approved Approved By Fire Dept. ublic Works _ ~ _ ~ ~ ~ . G _ ~ ~ Public Utilities Planning Dept. Building Dept. ~~ , 3 , a (o ~ , 3 , a ~ ~.~ U Final Survey with FFE {~ Y s ^ No All Re-Inspect Fees Paid Yes ^ No t .._---- .~ t :-311 ;.: ~d ~1 `q + / '~ t ^+ ,~ j (r ~~) ,~. r?1sl CITY OF ATLANTIC BEACH 800 SEMiNOLE ROAD ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5826 Application Number 06-00033435 Date 7/06/06 Property Address 88 ARDELLA RDp~~ ~/~ ,S~iIY~C~ Tenant nbr, name t Application description ELECTRIC ONLY Property Zoning TO BE UPDATED Application valuation 0 Owner Contractor ------------------------ ------------------------ BROOKS & LIMBAUGH ELECTRIC CO 42 WEST 8TH STREET ATLANTIC BEACH FL 32233 (904) 241-9051 ---------------------------------------------------------------------------- Permit ELECTRICAL PERMIT Additional desc . Permit Fee 70.00 Plan Check Fee .00 Issue Date Valuation 0 Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 70.00 70.00 .00 .00 Plan Check Total .00 .00 .00 .00 Grand Total 70.00 70.00 .00 .00 ti~ ~' PERMIT I5 APPROVED ONLY I1V ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDIIVG CODES. - CITY OF ATLAI~TTIC BEACH -~ - - ELECTRICAL PERMIT APPLICATION _ Date: ~~ ~ Z-~ ~~ i'roperty Address: ~ ~ ~ ~ r>~t L L ,.~ ~~,.,'~, Owner: _ ~~s~-~~s l~Jw ~~; ~~,~' Telephone #: Z~l-/ ~ZZ Contractor: ~ i ooXS' d- ~ irLl ~ A ~~ ~~~ Telephone #: 2~/ ~ 9~SI Contractor Address: ~` •.S'f' Fax #: Contractor Si nature: In consideration of permit given for doing e work described in the above statement, we hereby agree to perform said work in accordance with the attached plans and spe 'fications which aze a part hereof and in accordance with the City of Atlantic Beach ordinance and standazds of ood ractice fisted therein. Building: IJ ^ New ^ Old ^ Re-wire Building Type: ^ Trailer o ResidenceTemp. ^ Commercial ^ Signs ^ Addition Sq. Ft. .~ , Service: ^ New ^ Increase ^ Repair tf other construction s being done on this building Or site, list the buiJdin per:niz number. g Conductor Size. - AMPS: COPPER ALUMINUM Switch or Breaker AMPS f PA ! ~ W ~~ ,-I, VOLT ~, RACE ,r WAY / Existing Service Size AMPS PH W VOLT RACE WAY Meter Number Feeders: NO. SIZE NO SIZE NO SIZE Lighting Outlets CONCEALED OPEN Rece tacles CONCEALED OPEN Switches Incandescent Fluorescent & M.V. Fixed o.ioo Azv~s ovER BELL A liances TRANSFER. Air Conditionin H.P.RATING COMP. MOTOR H.P. RATING OTHER MOTORS AMPS CEII.ING HEAT KW-HEAT Motors 0-1 H.P. VOLTAGE PH NO. OVER 1 H.P. PHS UNDER600V OVER600V Transformers NO. KVA NO. KVA No.Neon Transf. Ea, Si _ Miscellaneous ~1 , d ~ ~I S00 Seminole Road .Atlantic Beach, Florida 32233-5445 Phone: (904) 247-5800 • Fax: (904) 247-5845 • htt^• ~he~=.E~.~. ^i utir:~t€~_~R~^;, *:.= Revised 1/04 ~r r ,~;, ; + CITY OF ATLANTIC BEACH -' - 800 SENIINOLE ROAD ~, ,~ ,~ ~ _ ~~;~ ATLANTIC BEACH, FL 32233 >.' INSPECTION PHONE LINE 247-5826 Application Number 06-00033903 Date 9/14/06 Property Address 88 ARDELLA RD Application type description MECHANICAL ONLY Property Zoning ~ TO BE UPDATED Application valuation 0 ------------------------ --------------------------------------------------- Application desc 1 CU 1 AHU Owner ~_- - Contractor_----_- BEACHES HABITAT HUXHAM HEATING & AIR 2101 FLORIDA BLVD. ATLANTIC BEACH FL 32233 NEPTUNE BEACH FL 32266 (904) 246-6721 ---------------------------------------------------------------------------- Permit MECHANICAL PERMIT Additional desc . Permit Fee 71.00 Plan Check Fee .00 Issue Date Valuation 0 Expiration Date 3/13/07 ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total Plan Check Total Grand Total 71.00 71.00 .00 .00 .00 .00 .00 .00 71.00 71.00 .00 .00 PERMIT IS APPROVED ONLY IIV ACCOR>~CE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. ~' ` . '' ~+J~" ~~ C (7, Y O I+' Arl' L f1 i~T I C (3 l~ A C 11 ~~~~~~...;:'~:.: " IVILCIIANICAL I'[;RML~I' AI'i'LIC~~,'I'lON I)afc. ~ Property AcIdress: = ~© _~,~~_ ~o f OiYll(:r: ---- --- ~ C~l`~)~IUI1C {>!: _ _ I-~C,'~i~~iZ !~~~~-F=1 - _ _.f f- - CU[itl:tCfU1':__~~"-LL!'! L-~r_=_~~ ~~ ~""~. ~~'t'~l'(S~1Ulll: ~~:~~~~ G.t7~~ / - - --- r~ Cvntractvr Aclliress:`~_~Qr _~~~~~/irl v~ l~:Ex l~: ~`/~ ~..3~7 In considcralion of penult given fur doing the work as described in the above statcnwut, we hereby agree to pcrlimn kii~l work in acconlancc with the attached plans and spccilicalions which arc a pail hereof and in accordance wish the City of Atlaalic Itcach unhu:uiccs :uul standanis of good ractice listed therein. _ _ _ __ _ ~YPc of 1{cating Fuel: Ihetltcr cunstructiun is being ~lunc ern till:; huilJinr~, l~''' Glcctric ur site, list the huilrting pcrntit nuntl~cr: U Ci:s: LP Naturtl ~~Ccntral Utility ^ Other - ~ ,eci f - ___ _ _ MLC1iANIC~I,L [:QUII'N1I;N'1'"1'O 13E INS'1'ALLGU _ _ --- -- NA'1'UKF, OF woiii Fd~ (-teat _ Sparc _ RecessedCentral _ Moor t~ llctiidcntial ~!' Air Condilialiug: lZoum ~Ccntral _ ^ poet System: Matcrial~~__Thicknessr.S~~ r:] Cununcrcial Maximum capacity j~ chin t " li ^ Refrigeration ~ New Duilt n~; ^ Cooling "t'owcr: Capacity ___ __ 6l)-n ^ t~,~isting lktilding ^ hire Sprinklers: Nutnbcr of 1lcads _ ^ Clevator: _ _ Mantitt escalator (Number) ^ 1lcplaccntcnt ul' Existing S}~stent ^ Gasoline Pumps _ (Number) ^ Tanks (Number) ~ New Installaliun ^ LI'G Containers (Nutttber) (Nv systcut J~rcviuusly installed) ^ UnGrcd Pressure Vcsscl ^ DUtters 1.-1 I?xlcnsiun ur Add-un lr~ lixisting Sy^acnt ^ Gas Piping u Othet~ -Specify ^ Other -Specify --~~'----- -- LIS'[' ALL h. Ull'MI;N'i' AJ11 CONUI'170NING,111s1~111GERA'I'ION L(lllll'~1~N'1' & CONUENS011'ti Algmivittg Numtx:r Units Description Mudcl N Mauulitctwcr 'i'on' s Agency ~~I'~itl ~ ~' `'- 11EAT11VC - hUItNACES, ISOILEIiti, FIKEPI,ACE:S & AIIL IIANULER'S Approving Number Units Ucscriptiun Model N ManuG•~cturcr t)'I'U's i\gcncy •r,wls Nomiiu~l capacity '1'ypc Liquid serial n~~pinvmg I low Man ,ec Dimensions Contained M:nwlacturcr Nu. A :cucy 5110 Scminolc lioad • Atlantic 13cach, hlorida 32233-5445 I'honc: (904) 247-5500 • haz: (904) 247-5845 • blip://www.ci.all:utlic-lre;tch.lLus i ` ~~J11 ;. 7u ,~~, ~f1~ ~,, ~r3s ~ CITY OF ATLANTIC BEACH BUILDING PERMIT APPLICAT,~ON (FOR NEW SINGLE FAMILY RESIDENCE. AND . -- DUPLEX CONSTRUCTION) Date: 5/08/06 Job Address: 88-90 Ardella Roard (duplex Owner of Property: Beaches Habitat Address: 1671 Francis Ave., Atlantic Beach, FL 32233 Telephone: (904) 241-1222 Legal Description: Block Number: Block 16, Dormer's Replat Lot Number: 19 Zoning District: Contractor: Beaches Habitat State License Number: Contractor's Address: 1671 Francis Ave. Atlantic Beach FL 32233 Telephone: (904)241-1222 Fax: (904)241-4310 Describe proposed use and work to be done: construct residential duplex Present use of land or building(s): vacant land Valuation of proposed construction: $80 000.00 Is approval of Homeowner's Association or other private entity required? No If yes, please submit with this application. Will this project involve changes in elevation, site grade or any use of fill material or the removal of any trees? ^ NO. Applicant certifies that no change in site grade or fill material will be used on this project. ~ES. See Step 2 below. Approval of the Public Works Department is required prior to issuance of a Building Permit. ^/NO. Applicant certifies that no trees will be removed for this project. 4Y YES. Removal of Trees will be required for this project. TREE REMOVAL PERMIT IS REQUIRED. Tree Removal Permits to be reviewed by the Tree Conservation Board, which meets two times each month. Tree Permit application was submitted on 5/8/06 for Board review. Procedure: In order to expedite issuance of permits, please follow all steps and provide all information as appropriate. Incomplete applications may result in delay in issuance of permit. STEP 1. Verify zoning designation and proper setbacks for the proposed construction. If you are unsure of this information, please contact the Planning and Zoning Department at 904-247-5826. In order to correctly verify zoning designation, please have Property Appraiser's Real Estate Number available. STEP 2. Contact the City of Atlantic Beach Department of Public Works to determine if apre-construction or post-construction topographical survey or grading plan is required. (If not required, written verification must be provided with this application.) The Department of Public Works is located at: 1200 Sandpiper Lane, Atlantic Beach, FL 32233 Telephone: (904)247-5834. STEP 3. Submit Tree Removal Application if trees are to be removed or relocated. STEP 4. Please submit Building Permit Application, Energy Code Forms, Notice of Commencement, Owner/Contractor Affidavit if owner is contractor, and four (4) complete sets of construction plans to the Building Department, which is located at the Atlantic Beach City Hall, 800 Seminole Road, Atlantic Beach, FL 32233, Telephone: (904) 247-5826. 800 Seminole Road -Atlantic Beach, Florida 32233-5445 Telephone: (904) 247-580 -Fax:: (904) 247-5845 - http://www.ci.atlantic-beach.fl.us Page 1 Revised 1/14/03 In addition to construction and engineering detail, plans must contain the following information as appropriate for they type of work being performed. Scale of drawings should be sufficient to depict all required information in a clear and legible manner. 1. Current survey showing the property boundary with bearings and distances and the legal description. 2. Location of all structures, temporary and permanent, including setbacks, building height, number of stories and square footage. Identify any existing structures and uses. 3. If required by the Department of Public Works, apre-construction topographical survey. 4. Any significant environmental features, including jurisdictional wetlands, CCCL, natural water bodies. 5. Impervious Surface area calculations: include driveways, sidewalks, patios and other Impervious Surfaces. Swimming pools may be excluded from total Impervious Surface. 6. Other information as may be appropriate for individual applications. I hereby certify that all inf~ormat/i~on provided with this application is correct. J f,, Signature of owner: A.•~~ ~ Date: f/ f /'''fs 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 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: ~~~~ f ~ Date: S/f/ ~6 Address and contact information of person to receive all correspondence regarding this application (please print). Name: Paul Finley, Construction Manager Mailing Address: 1671 Francis Ave. Atlantic Beach FL 32233 Telephone: (9041334-2278 Fax: (9041241-4310 E-Mail: AS TO OWNER: Sworn to and subscribed before me this "~h day of , 20 ~. S • to of lorida Coun of Duval 4~~ P~, K. Ct1NNINGHAM Notary's Signatu ~°. `~-, Notary Public -State of Fbrida :My Commission Expires Feb 28, 2010 Personally known v d`' Commission # DD 523638 Produced identification ~~~,~~~. ~,3~~.`~~` Bonded By National Notary Assn. Type of identification produced AS TO CONTRACTOR: Sworn to and subscribed before me this day of , 20 State of Florida, County of Duval Notary's Signature: Personally known t/' K• CUNNINGMAM Produced identification ~~~`~•• Pu;'a,,- Notary Pub _ $~ta Of Fbddt Type of identification produced ~Viy Commission Expiroa Fsb 21,,2010 =~ Commission # DD 523838 -`%~,?;;t.~ Bonded g National Notary Ast~n• 800 Seminole Road -Atlantic Beach, Florida 32233-5445 Telephone: (904) 247-580 -Fax:: (904) 247-5845 - http://www.ci.atlantic-beach.fl.us Page 2 Revised 1/14/03 i.., ~` _ ~ ~~' /~` CITY OF ATLANTIC BEACH - FLOOD PLAIN DEVELOPMENT INFORMATION Location: 88-90 Ardella Rd. Atlantic Beach FL 32233 Type of Development: Residential duplex Flood Zone: Required Lowest Floor Elevation: If building is located within a flood hazard zone, a survey must be made AFTER THE SLAB HAS BEEN POURED, certifying that the LOWEST FLOOR ELEVATION is equal to or above the base flood elevation established for that zone. No final inspection will be made and no Certificate of Occupancy will be issued until the survey is on file with the Building Permit. COMMENTS: Applicant Acknowledgement: 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. Applicant's Signature: ~ ~ Date: s s- o Department Use: Required lowest floor elevation: As built lowest floor elevation: Survey filed with Building Department: Building Department Representative Revised 1/17/03 I;eaches Habitat Habitat for Humanity of the Jacksonville Beaches, Inc. May 5, 2006 Ms Donna Kaluzniak Public Utilities Director City of Atlantic Beach 1200 Sandpiper Lane Atlantic Beach, FL 32233 Dear Ms Kaluzniak, I have submitted a building permit application for a duplex at 88-90 Ardella Road. Beaches Habitat will not be installing a fire sprinkler in this structure. In addition, we will not be installing an irrigation system. Please give me a call (904-241-1222) if you require any additional information. Sincerely, ~~~ ~ .Paul Finley Construction Manager P.O. Box 50939 Jacksonville Beach, Florida 32240 (904) 241-1222 ,/ ~;'~,'g' ,, ~~f ~ CITY OF ATLANTIC BEACH BUILDING PERMIT APPLICATION (FOR NEW SINGLE FAMILY RESIDENCE AND DUPLEX CONSTRUCTION) Date: 5/08/06 Job Address: 88-90 Ardella Roard (duplex Owner of Property: Beaches Habitat Address: 1671 Francis Ave.. Atlantic Beach, FL 32233 Telephone: X904) 241-1222 Legal Description: Block Number: Block 16, Dormer's Replat Lot Number: 19 Zoning District: Contractor: Beaches Habitat State License Number: Contractor's Address: 1671 Francis Ave. Atlantic Beach FL 32233 Telephone: (9042241-1222 Fax: (904) 241-4310 Describe proposed use and work to be done: construct residential duplex Present use of land or building(s): vacant land Valuation of proposed construction:_ $80,000.00 Is approval of Homeowner's Association or other private entity required? No If yes, please submit with this application. Will this project involve changes in elevation, site grade or any use of fill material or the removal of any trees? ^ 1y,0. Applicant certifies that no change in site grade or fill material will be used on this project. ES. See Step 2 below. Approval of the Public Works Department is required prior to issuance of a Building Permit. -^/NO. Applicant certifies that no trees will be removed for this project. dY YES. Removal of Trees will be required for this project. TREE REMOVAL PERMIT IS REQUIRED. Tree Removal Permits to be reviewed by the Tree Conservation Board, which meets two times each month. Tree Permit application was submitted on 5/8/06 for Board review. Procedure: In order to expedite issuance of permits, please follow all steps and provide all information as appropriate. Incomplete applications may result in delay in issuance of permit. STEP 1. Verify zoning designation and proper setbacks for the proposed construction. If you are unsure of this information, please contact the Planning and Zoning Department at 904-247-5826. In order to correctly verify zoning designation, please have Property Appraiser's Real Estate Number available. STEP 2. Contact the City of Atlantic Beach Department of Public Works to determine if apre-construction or post-construction topographical survey or grading plan is required. ([f not required, written verification must be provided with this application.) The Department of Public Works is located at: 1200 Sandpiper Lane, Atlantic Beach, FL 32233 Telephone: (904)247-5834. STEP 3. Submit Tree Removal Application if trees are to be removed or relocated. STEP 4. Please submit Building Permit Application, Energy Code Forms, Notice of Commencement, Owner/Contractor Affidavit if owner is contractor, and four (4) complete sets of construction plans to the Building Department, which is located at the Atlantic Beach City Hall, 800 Seminole Road, Atlantic Beach, FL 32233, Telephone: (904) 247-5826. 800 Seminole Road -Atlantic Beach, Florida 32233-5445 Telephone: (904) 247-580 -Fax:: (904) 247-5845 - http://www.ci.atlantic-beach.fl.us Page 1 Revised 1/14/03 In addition to construction and engineering detail, plans must contain the following information as appropriate for they 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. [f required by the Department of Public Works, apre-construction topographical survey. 4. Any significant environmental features, including jurisdictional wetlands, CCCL, natural water bodies. S. Impervious Surface area calculations: include driveways, sidewalks, patios and other Impervious Surfaces. Swimming pools may be excluded from total Impervious Surface. 6. Other information as may be appropriate for individual applications. I hereby certify that all inf~ormat/i~on provided with this application is correct. J Signature of owner: A-•~r ~ Date: S/ f ~~s 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 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: ~`"~~~i ~ -~ Date: -~/r/~6 Address and contact information of person to receive all correspondence regarding this application (please print). Name: Paul Finley, Construction Manager Mailing Address: 1671 Francis Ave. Atlantic Beach FL 32233 Telephone:1904) 334-2278 Fax: X904) 241-4310 E-Mail: AS TO OWNER: Sworn to and subscribed before me this day of , 20 S to of to ~da C un of Duval ,,~<;"~A..,~ K. CUNNINGHAM Notary'sSignatu ~°`~:: Notary PubNc - Stale d Florida 's ~ 3Ny Commiealon Explnee Feb 211, 2010 Personally known ~ =?, Conaniesion ~ pp 52383e Produced identification ~~"~""` Bonded National Notary Assn. Type of identification produced AS TO CONTRACTOR: Sworn to and subscribed before me this day of , 20 State of Florida, County of Duval Notary's Signature: Personally known / ~U1MIM Produced identification ga~.w'"~N•,,, ~ 01 FIOI~ Type of identification produced ;~tl, „~;,~.eF.b~. = Conwni'ssion t DO 52~d36 °` 9aided NalionN Assn. ,.., 800 Seminole Road -Atlantic $each, Florida 32233-S44S Telephone: (904) 247-580 -Fax:: (904) 247-S84S - http://www.ci.atlantic-beach.fl.us Page 2 Revised 1/14/03 ,--- . ~~~_.~,. jj~s , !l ~-~ `t ~, ,.,~` CITY OF ATLANTIC BEACH ~''37~~~ FLOOD PLAIN DEVELOPMENT INFORMATION Location: 88-90 Ardella Rd., Atlantic Beach, FL 32233 Type of Development: _ Residential duplex Flood Zone: X Required Lowest Floor Elevation: 13.50 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 Permit. COMMENTS: Applicant Acknowledgement: 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. Applicant's Signature: ~ ~ Date: ~ s v Department Use: Required lowest floor elevation: As built lowest floor elevation: Survey filed with Building Department: Building Department Representative Revised 1/17/03 NOTICE OF COMMENCEMENT State of Florida Tax Folio No County of Duval To Whom It May Concern: The 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. L Legal Description of property being improved: Lot 19, except the east 50.00 feet Block 16 Donner Replat 2. Address of property being improved: 88-90Ardella Road, Atlantic Beach, FL 32233 3. General description of improvements: Construct residential duplex 4. Owner: Beaches Habitat Address: _ 1671 Francis Ave., Atlantic Beach FL 32233 5. Owner's interest in site of the improvement: 6. Fee Simple Titleholder (if other than owner): Name: ~? 7. Contractor: Beaches Habitat Address: 1671 Francis Avenue Atlantic Beach FL 32233 y~~"~ ~ Telephone No.: 904-241-1222 Fax No.: 904-241-4310 8. Surety (if any): Address: Telephone No.: Amount of Bond $: Fax No.: 9. Name and address of any person making a loan for the construction of the improvements: Name: Address: Telephone No.: Fax No.: 10. 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: Telephone No.: Fax No.: 11. 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) Address: Telephone No.: Fax No.: 12. Expiration date of Notice of Commencement (the expiration date is one (1) year form the date of recording unless a different date is specified): December 31 2007 OWNER~~ ~ ,,,_ ~,, Signed: Date: ~.~-~•-------~ This day of in the County of Duval, State ~ am ~ of Florida, has personally appeared efore ~ Notary Public at Large, State of Florida, County of Duval. My commission expires: ~ ~ ~ • ~ ~ 1 O Personally Known: ~-~''- Produced Identification: ~f 1 \, K. CU~NN GRAM TEAS SPACE FOR RECORDER'S USE ONLY """~~- o WATER IMPACT F>;E WORKSHEET FIXTURE TYPE DRAINAGE FIXTURE UNIT VALUE AS LOAD RXTURES j ~ UNITS I Automatic clothes washers, commerdal 3 Automatic dotl~es washers, residential 2 Bathroom group consisting of water closet, lavatory, Bidet, and bathtub or shower 6 Batfitub (with or without overhead shower or whirlpool attachments 2 Bidet 2 , Combination sink and tray 2 Dental lavatory ~ Dishwashin machine, domestic 2 I Dunking fountain/lcemaker '/Z Floor drains 2 Hose bib 1 }Gtchen sink, domestic 2 Kitchen sink, domestic with food waste grinder and/or dishwasher 2 laundry tray (1 or 2 com artments 2 Lavato ~ . Shower com artment, domestc 2 Sink 2 Urinal Urina4, i allon per flush or Vass ~ 2 Wash sink (circular or multiple) each set of faucets 2 Water closet, flushometer tank, public a rivate 4 W ater closet, private installation 4 Water closet, public installation 6 TOTAL NUMBER OF UNtT~ MULTIPLIED X 20 TOTAL $ Q PERMIT WORKSHEET Job Address: Property Owner: Contractor: Permit #: v Certificate of Occupancy ~ 88 Ae~~ ire- ltd • ~~T 32. Tree Permit # 6 7 Foundation Permit # Demolition Permit # BUILDING Footing Slab ~ ~~,~~ Tie Beam Lintel Nailing/ Sheathin Framing Insulation Building Final Drainage Inspection: Pool Permit # ELECTRIC # Tem .Power # JEA Release Date Temp. Power Letter Recd. Temp Pole # JEA Release Date Rough JEA Release Date Electric Final JEA Release Date Type Work: Phone # Phone # Date Issued: Inspections: Steel Elec./Grounding Roofing Permit # Inspect: Nailing/Sheathing Fire Inspection: Failed Inspections: ~~~l~x z~. ~ Underslab I /I + ~ • ~ Water/ Sewer Rough/ Top out Plumbing Final Final Final Final Date Paid: ~- ,,~ Beaches Habitat Habitat for Humanity of the Jacksonville Beaches, Inc. May 5, 2006 Mr. Rick Carper Public Works Director City of Atlantic Beach 1200 Sandpiper Lane Atlantic Beach, FL 32233 Rick, Attached are items relative to our Building Permit application for 88-90 Ardella Road: 1. A copy of the Site Plan is attached. This document shows planned drainage and our erosion and sediment control plan. 2. Impervious calculations are as follows: a. Total square footage of lot = 9,835 b. Total impervious square footage = 3,190 i. Slab = 2,364 sq ft ii. Walks and drive = 826 sq ft c. Percent impervious = 32% Please give me a call if you require any additional information. Sincerely, ~~~ Paul Finley Construction Manager 904.334.2278 P.O. Box 50939 Jacksonville Beach, Florida 32240 (904) 241-1222 ~~ZZ~ ~3 ~HO`d38 OIlNd~l`d S3X3~dfl4 adON d~~3ab`d ~# 313 z ~0 z 133HS 3(1N3~b' SIONb2~3 lL9l X30 ~J,B NMd2~0 9ooz `o~ Ho~dw ~31d4 1`dll8`dH S3HOb'38 ,oz = „~ ~3~dOS 1HOaH xvM1 ~..o•a ~'o G ~ 0 0.8 8 avaHxine ~ .~ 09 ,00 05 (~Lg~` 81) 3did VW„t't W"Ot ~ t ~' ~ l ,00'OS Noa~ dz/~ oNno~ tr ~f LL' VW„a rd.zz iL8' i vlY«O1 ~ r „0 I ~ rl'~' y~g ,14.Q~ 0~ ~- bl,Ot ~ -~ ~ ~~ '« ~ _ t ~ ~ a~--3<r ~- ~ I . • t t I ~ oa ~ ~ _. ~, ~ ` CJ7 a C? I ~'~~ ~~~ ~ ~ 8 L 10~ 6 L 10~ I rd.~t v 133 OS 1S`d3 0'« ~~"~ x.14 g'~l (du) ' td„fit (. ~ ~2f38 .9 ~ rf 8t rd~z l'~ L o'9L S'6l g•~~ rd„st 'b''Z l ~9•£ ~ 3~~ ~ :,. (1334-St) ~ ..f-r Z) y gj 1N3W3SV3 30VNfda4 HOV38 l1V d0 ALIO rd„Bt . ~ ?~~~ v - L. s . d 8.L 1 ~ a l~ ~ ~ ~ ~ ~''~ O 0 9l a .. !d«St e v. .. o' 0 ~ 8' l i 00'0 ~ 9'lt o .. ~ l ~ .. v td: e, ,. °. v L•G~ ,00'05 (fl~3a ON) 3did > .' ~ 0 0 • ~ ~ .~ ~ (dd0 ON} 3dld Noai „l/4 QNnOd ~ , ~~'~L ~ ~~~~ g~~~ 7 NOai „Z~L CINnO~ C/l C7 D 1N3-Y3AVd d0 3003 ~~, L ! trs• ~ ~ (6261 QAON) L•h '119N0EiVA313 !~ ~av HON3 zL9£ 8'1 1N3{N3At+d d0 3Nna31N30 9L'll II LL' l L Hsin ~ ~idN ~bYl 13S 89' i t ~~~a V ~~~~C~ V Nd~d 1N~Wd0~~n~a1SOd ~, • .~p PREDEVELOPMENT PLAN ARDE~LA Rt~AD o 30' RIGHT of WAY N 11.6$ SET MAG NAIL & DISK 11.77 u r-- 11 76 CENTERLINE OF PAVEMENT (LB 3672) _ BENCH ARK ~j ELEVnnoN=11.4 7 (NGW ~sza} 11 50 J 11.64 EDGE OF PAVEMENT . ~-j N ~ouND 1/2" IRON (85.58' F1ELD) 11.44 FouND 1/2" IRON PIPE {No CAP) ~ ~ . ~ O PIPE {NO READ) 50 00 11'7 " 11.6 50.00' . ~r 11.3 1z ~ 11'8 14"PI 18"Pr 8"P 15.a 12.2 ra"Pr 14.7 15.1 12.7 rr3"~r ~` 1s LA (z) ~y '" ~' 12.4 11.5 is ~r 11.8 15.0 15.1 z"Pr 18 "y/0 x ~ 11.9 14.9 •8 1z"~r 13.6 11.5 1s"Pr 11.o EAST 50 FEET ,~-r to"wr ~ ~ ,..., LOT 19 LOT 1 8 Q ~~o+ 15.1 ~ ~ ~ C~ ~ ~~ ~- ~ ~', 15,2 14.2 ~ ~ ao"LA :- 14.5 1z"TA ~... 11.4 11.7 APPRaxlMATE TaE a~ SLOPE 10"TA 24 "FAA t2"TA fA 2 A N O 9.87f ~ a " " MA A( 8 22 9.77 ~ ~ g4 ro"pt 9 5 ""' " ~ e/s PeN( N 50.00 11 3 . 14 FAA ~s " , s72) L 00 50 . 1o A~ . gg. oo' 10.6 SCALE: 1" = 20' BEACHES HABITAT DATE: MARCH 30, Zoos DRAWN BY: cEK 1671 FRANCIS AVENUE SHEET 1 OF 2 FILE #: ARDELLA ROAD DUPLEXES ATLANTIC BEACH, FL 32233 Habitat for Humanity of the Jacksonville Beaches, Inc A,, ~ Comp. By: CEK Date: 3/29/2006 ~ rdella lluplexes Atlantic Beach Reguired_Stora~e Volume Criteria: Section 24-66 of the City of Atlantic Beach's Zoning, Subdivsion, and Land Development Regulations requires that the difference between the pre- and postdevelopment volume of stormwawter runoff be stored on site. Volume of Runoff is defined as follows: V = CAR/12 Where: V =Volume of Runoff C =Coefficient of Runoff A = Area of lot in square feet R= 25-yr / 24-hr rainfall depth (9.3-inches for Atlantic Beach) Predeveloument Runoff Volume: Lot Area (A) = 9,83.5 ftZ Runoff Coefficient Area Lot Area Description (ftZ) (ftZ) "C" Wtd "C" Impervious 0 9,835 0.95 0.00 Pervious 9,835 9,835 0.20 U.20 Runoff Coefficient (C) = 0.20 Runoff Volume V = 0.2U x 9,835 x 9.3 / 12 V = 1,524 ft3 Postdevelopment Runoff Volume: Lot Area (A) = 9,835 ftz Runoff Coefficient Area Lot Area Description (ftZ) (ftZ) "C" Wtd "C" Impervious 3,190 9,835 0.95 0.31 Pervious 6,645 9,835 0.20 0.14 Runoff Coefficient (C) = 0.44 Runoff Volume V = 0.44 x 9,835 x 9.3 / 12 V = 3,379 ft3 Required Storaee Volume DV = Postdevelopment Runoff Volume - Predevelopment Runoff Volume DV = 3,379 - 1.,524 DV = 1,8.54 ft3 Retention Stormwater Calcs 3/29!2006 ,, Habitat for Humanity of the Jacksonville Beaches, Inc Comp. By: C1JK r ~% ~ Date: 3/29/2006 A.rdella lluplexes Atlantic Beach Provided Storage: Elevation Area (ft) (ft2) 11.0 827 12.0 1,372 1.2..5 1,826 Required Storage Volume = Supplied Storage Volume = Storage (ft3) 0 BOTTOM 1,100 1,899 TOB 1,854 ft3 1,899 ft3 Retention Stormwater Calcs 3/29/2006 Y ~ ~ SPACING OF POSTS TD BE 6-10 FEET APART 2 FEET ~Tw Florida Erosion and Sediment Control Inspector's Manual FILTER FABRIC MATERIAL ~ FOR ADDITIDNAL STRENGTH. FILTER FABRIC MATERIAL CAN 8E ATTACHED TO A 6-INCH (MAXI MESH VIRE SCREEN VHICH HAS BEEN FASTEt~D TO THE POSTS BACKFILLED TRENCH PAST~hED ro ~ POS~'TS ~~i.+gm T1{ vIRE ASH ATTACHING TWO SILT FENCES -z--~ ~- - - - ~- FABRIC 7ER1N. MIST SExTEND ~ STEFL PAST INTD A TREH}1 AND EE MA~~D PL/1LE TrE ENJ PO67 \\ VITN CU~PACTED BnC~GILL MATEWAL aF TY£ SfLII~O FENS 10 WSfS 0@0 - - rurATe ~ PQiT$ Ar /"- ~rr~Q ~ ON'1'0 OiEATE n TptT SF'AL VTM TE FAf~iL MATEFtlAL A°PRI~CD'MTE I-DvD~I OFEL'TO+~ Rl~F vATQ$ oa>rE eoTr+ PasTS Aeour ~•--- ~ ~ NTO *+~ ~~. - cnoro Mo 9.Rr FLAP Plate 4.06d Installing a Filter Fabric Silt Fence Source: HydroDynamics, Inc. 4-28 Chapter 4 -Best Management Practices for Erosion and Sediment Control EXTRA STRENGTH f=1LTER PASR(G NEEDED WITHOUT WIRE MESH SUPPORT STEEL OR _ WDDD POST u+~r /~ ~ i - ~~~ r __.- ---.."'~ Y ~~ to ~'T' MAX 5PAGIN6 YYITii WIRL 'sUl'}"O1tT F~NGE b FT MAX SPAGIN6 WITtiOU'f WIRE ° O!!T f`ENGE PONDIN6 HT. PONDIN6 HT. OR 1=1L'fER ~ABRIG MAX TO UP TRgAM~LY 51D5 OP POST. RUNO~ R~O~ STORAGE HT. :..~` ~. • ,. . 8" • . :' 12" MIN, 12" MiN. ~,~,r 4"xb" TRENGH ~""""' . WfTi~l GOMPAGTED GRAVEL BAGI~PILL STANDARD DETAIL ALTERNATE DETAIL TRENCH WITH NATIVE $AGKPILL TRENCH WITH GRAVgL NOTE: I. IN5t'I=GT AND REPAIi¢ PENG$ AIrTER EAGfi STORM EVENT AND REMOVE SEDIMENT WHEN NECESSARY. 2. REMOVED 5EDIMENT 5hiALL BE DEP051TED TO AN AREA THAT WILL NOT GONTRI$UTE 5EDIMI=NT c7~-51T?= AND GAN SE t°ERMANEFITLY STABILIZED. 3. SILT ~ENGE SHALL $E PLAGPD ON SL01°E CONTOURS TO MAXIMIZE PONDING Ef1=1G1ENGY, Plafie 4.06e Silt Fence Source: Erosion Draw 4-29 #. "~ Job Truss Truss Type J151646 I CJ01 I ROOF TRUSS Bu Qty ~ Ply J1618158 = t:5.8 0-11-4 0-0-12 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plates )ncrease 1.25 TC 0.39 Vert(LL) -0.00 2 >999 240 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.01 Vert(TL) -0.00 2 >999 180 BCLL 10.0 Rep Stress Incr YES WB 0.00 Horz(TL} 0.00 3 n/a n/a BCDL 5.0 Code FBC2004/TPI2002 (Matrix) Weight: 61b LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or BOT CHORD 2 X 4 SYP No.2 1-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (Ib/size) 2=274/0-3-8, 3=-95/Mechanical, 4=14/Mechanical Max Horz 2=95(load case 3) Max Uplift 2=-451 (load case 3), 3=-95(load case 1), 4=-15(load case 3) Max Grav 2=274(load case 1}, 3=175(load case 3), 4=14(ioad case 1) FORCES (Ib) -Maximum Compression/Maximum Tension TOP CHORD 1-2=0/34, 2-3=-51/76 BOT CHORD 2-4=0/0 JOINT STRESS INDEX 2 = 0.41 NOTES 1) Wind: ASCE 7-02; 120mph (3-second gust); h=18ft; TCDL=4.2psf; BCDL=3.Opsf; Category II; Exp C; partially; MWFRS gable end zone and C-C Exterior(2) zone; porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60. This truss is designed for C-C for members and forces, and for MWFRS for reactions specified. 2) All bearings are assumed to be SYP No.2 crushing capacity of 565.00 psi Truss Design Exlguueer: Lawrence A. Paine, PE 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 45~°~ PE No. 21495 Ib uplift at joint 2, 95 Ib uplift at joint 3 and 15 Ib uplift at joint 4. Builders Fi:stsourre -Florida, LLC 6550 Roosevelt Blvd. Jacksonville, FL 32244 LOAD CASE(S) Standard Warning - Verity design parameters and READ NOTES ON TNIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 BEFORE USE This design is based only upon the parameters shown for an individual building component that is installed and loaded vertically and fabricated with MiTek connectors. Applicability of design parameters and proper incorporation of component into the overall building structure, including all temporary and permanent bracing, is the responsibility of building designer and / or contractor per ANSI / TPI 1 as referenced by the building code. For general guidance regarding storage, delivery, erection and bracing, consult SCSI-1 or HI&91 Handling Installing and Brecing Recommendation available from the Wood Truss Council of America, 1 WTCA Center, 6300 Enterprise Lane, Madison, W 153719 or the Truss Plate Institute, 583 D'Ono(rio Drive, Madison, WI 537t9 February 27,200E ~~1.I~Y'S Fir5tS0urCE First Source, Jacksonville ,Florida 32244 6.200 s Jul 13 2005 MiTek Industries, Inc. Tue Feb 21 15:06:53 2006 Page Job Truss Truss Type Qty Ply ~` J1618159 J151646 CJ03 ROOF TRUSS 8 1 Job Reference o tional)_ Builders First Source, Jacksonville ,Florida 32244 6.200 s Jul 13 2005 MiTek Industries, Inc. Tue Feb 21 15:06:54 2006 Page 1 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) Ildefl Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.42 Vert(LL) 0.01 2-4 >999 240 MT20 2441190 TCDL 7.0 Lumber Increase 1.25 BC 0.13 Vert(TL) 0.01 2-4 >999 180 BCLL 10.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 5.0 Code FBC2004/TP12002 (Matrix) Weight: 121b LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or BOT CHORD 2 X 4 SYP No.2 3-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (Ib/size) 3=29/Mechanical, 2=282!0-3-8, 4=42/Mechanical Max Horz 2=153(load case 3) Max Uplift 3=-68(load case 6), 2=-418(load case 3), 4=-44(load case 3) FORCES (Ib) -Maximum Compression/Maximum Tension TOP CHORD 1-2=0/34, 2-3=-41/5 BOT CHORD 2-4=0/0 JOINT STRESS INDEX 2 = 0.39 NOTES 1) Wind: ASCE 7-02; 120mph (3-second gust); h=18ft; TCDL=4.2psf; BCDL=3.Opsf; Category II; Exp C; partially; MWFRS gable end zone and C-C Exterior(2) zone; porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60. This truss is designed for C-C for members and forces, and for MWFRS for reactions specified. 2) All bearings are assumed to be SYP No.2 crushing capacity of 565.00 psi 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 68'{~ss Desigxt Engineer: Lawrence A. Paine, PE uplift at joint 3, 418 Ib uplift at joint 2 and 44 Ib uplift at joint 4. Florda PE No. 21475 Builders FirstSource -Florida, LLC LOAD CASE(S) Standard 6550 Roosevelt Blvd. Jacksonville, FL 32244 February 27,2006 A Warning • V~r1iy drasign panmators and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 BEFORE USE ~ This design is based only upon the parameters shown for an individual building component that is installed and loaded vertically and fabricated with MiTek connectors. Applicability of design parameters and proper incorporation of component into the overall building structure, including all temporary and permanent bracing, is the responsibility of building designer and / or contractor per ANSI ! TPI 1 as referenced by the building code. For general guidance regarding storage, delivery, erection and brecing, consult BCSI-t or HIB-91 Handling Installing and Bracing Recommendatlon available from the Wood Truss Council of Amedce, 1 WTCA Center, i ~ ~y~r ~.~~ 6300 Enterprise Lane, Madison, W 153719 or the Truss Plata Institute, 583 D'Onofrio Drive, Madison, WI 53719 [4 Job Truss Truss Type Qty Ply J1618160 J151646 EJ05 ROOF TRUSS 44 1 Job Reference o tional~ Builders First Source, Jacksonville ,Florida 32244 6.200 s Jul 13 2005 MiTek Industries, tnc. Tue Feb 21 15:06:54 2006 Page 1 LOADING (psi) SPACING 2-0-0 CSI DEFL in (lot) I/deft Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.42 Vert(LL) 0.13 2-4 >442 240 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.37 Vert(TL) 0.12 2-4 >489 180 BCLL 10.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 5.0 Code FBC2004/TPI2002 (Matrix) Weight: 191b LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or BOT CHORD 2 X 4 SYP No.2 5-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (Ib/size) 3=102/Mechanical, 2=347/0-3-8, 4=72/Mechanical Max Horz 2=213(load case 3) Max Uplift 3=-172(load case 3), 2=-486(load case 3), 4=-76(load case 3) FORCES (Ib) -Maximum Compression/Maximum Tension TOP CHORD 1-2=0/34, 2-3=-96/25 BOT CHORD 2-4=0/0 JOINT STRESS INDEX 2 = 0.45 NOTES 1) Wind: ASCE 7-02; 120mph (3-second gust); h=18ft; TCDL=4.2psf; BCDL=3.Opsf; Category II; Exp C; partially; MWFRS gable end zone and C-C Exterior(2) zone; porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60. This truss is designed for C-C for members and forces, and for MWFRS for reactions specified. 2) All bearings are assumed to be SYP No.2 crushing capacity of 565.00 psi 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 17~~$ Desigxt Engixueer: Laurence A. Pai7ue, PE Ib uplift at joint 3, 486 Ib uplift at joint 2 and 76 Ib uplift at joint 4. Florida PE No. 21x75 Builders FirstBoture -Florida, LLC LOAD CASE(S) Standard 6550 Roosevelt Blvd. Jacksonville, FL 322x4 February 27,2006 Warning - Veri(y design parameters and READ NO7E5 ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 BEFORE USE ~. This design is based only upon the parameters shown for an individual building component that is installed and loatled vertically and fabricated with MiTek connectors. wal»li of desi n ammeters and ro er into po g g porary and permanent bracing, is the ' APW~ tY 9 P p p rporation of tom nent into the overall buildin structure, includin all tem responsibility of building designer and / or contractor per ANSI / TPI 1 as referenced by the building code. For general guidance regarding storage, delivery, erection and bracing, consult BCSI-1 or HIB-91 Handling Installing and Bracing Recommendation available from the Wood Truss Council of America, 1 WTCA Center, -' ~ ~ ~_~~ 6300 Enterprise Lane, Madison, WI 53719 or the Truss Plate Institute, 583 D'Onofdo Drive, Madison, W153719 Job Truss Truss Type Qty Ply J1618161 J151646 HJ01 ROOF TRUSS 4 1 Job Reference o tional Builders First Source, Jacksonville ,Florida 32244 2-9-15 3x6 = 6.200 s Jul 13 2005 MiTek Industries, Inc. Tue Feb 21 15:06:55 2006 Page 1 3-11-12 2.83 12 2x4 3 6 2x4 I I 3-1-2 Scale =1:16.6 3-11-12 3-1-~ LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft Ud PLATES GRIP TOLL 20.0 Plates Increase 1.25 TC 0.71 Vert(LL) 0.24 2-6 >342 240 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.37 Vert(TL) 0.20 2-6 >409 180 BCLL 10.0 Rep Stress Incr NO WB 0.01 Horz(TL) -0.01 4 n/a n/a BCDL 5.0 Code FBC2004/TP12002 (Matrix) Weight: 271b LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or BOT CHORD 2 X 4 SYP No.2 6-0-0 oc purlins. WEBS 2 X 4 SYP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (Ib/size) 4=185/Mechanical, 2=378!0-4-15, 5=118/Mechanical Max Horz 2=196(load case 2) Max Uplift 4=-286(load case 2), 2=-595(load case 2), 5=-117(load case 5) FORCES (Ib) -Maximum Compression/Maximum Tension TOP CHORD 1-2=0/34, 2-3=-79/0, 3-4=-73/36 BOT CHORD 2-6=0/0, 5-6=0/0 WEBS 3-6=-27/24 JOINT STRESS INDEX 2=0.15,3=0.01 and6=0.01 NOTES 1) Wind: ASCE 7-02; 120mph (3-second gust); h=18ft; TCDL=4.2psf; BCDL=3.Opsf; Category II; Exp C; partially; MWFRS gable end zone; porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60. 2) All bearings are assumed to be SYP No.2 crushing capacity of 565.00 psi 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 28~nsss Desigtl Enlgixteer: Lawrence A. Painr±, PE Ib uplift at joint 4, 595 Ib uplift at joint 2 and 117 Ib uplift at joint 5. Florida PE No. 21475 4) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or bey Firstsource - Florida, LLe (B) 655 Roosevelt Blvd. Jacksonville, FZ 32244 February 27,2006 ~~~S~~9e(~g5t~ndard © Warning - Vority d~siOn paramat~ra •nd READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 BEFORE USE This design is based only upon the parameters shown for an individual building component that is installed and loaded vertically and fabricated with MiTek connectors. M'. Applicability of design parameters and prober incorporation of component into the overall building structure, including all temporary and permanent bradng, is the responsibility of building designer and / or contractor per ANSI / TPI 1 as referenced by the building code. For general guidance regarding storage, delivery, erection and bracing, consult BCSI-1 or HIB-91 Handling Installing and Bracing Recommendation available from the Wood Truss Council of America, 1 WTCA Center, ["" ~ ~~, ~.!j 6300 Enterprise Lane, Madison, WI 53719 or the Tnss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719 1!" "V`+4 Job Truss Truss Type Qty Ply J1618161i J151646 NJ01 ROOF TRUSS 4 1 Job Reference o tional ~sullaers rlrst source, ~acKSOnvule ,rionaa 31244 6.200 s Jul 13 2005 MiTek Industries, Inc. Tue Feb 21 15:06:55 2006 Page 2 LOAD CASE(S) Standard 1) Regular: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-54 Trapezoidal Loads (plf) Vert: 2=-3(F=26, B=26)-to-4=-95(F=-21, 6=-21), 2=-0(F=15, 6=15)-to-5=-53(F=-12, B=-12) Truss Design Engineer: Lawrexuce A. Paixue, PE Florida PE No. 21475 Builders FirstSi7tuce -Florida, LLC 65511 Roosevelt Blvd. Jacksonville, FL 32244 February 27,2006 Warning • Verify daalgn parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7479 BEFORE UBE ''~ ~_ This design is based only upon the parameters shown for an individual building component that is installed and loaded vertically and fabricated with MiTek connectors. ~ Applicability of design parameters and proper incorporation of component into the overall building structure, including all temporary and permanent bracng, is the responsibility of building designer and / or contractor per ANSI / TPI 1 as referenced by the building code. For general guidance regarding storage, delivery, erection and bracing, consult BCSI-1 or HIB-91 Handling Installing and Bracing Recommendation available from the Wood Truss Council of America, 1 WTCA Center, ~ ~~~~ 6300 Enterprise Lane, Madison, WI 53719 or fhe Truss Plate Institute, 563 D'Onofrio Drive, Madison, WI 53719 j Job Truss Truss Type Qty Ply J1618162 J151646 T01 ROOF TRUSS 2 1 Job Reference o tional Builders First Source, Jacksonville ,Florida 32244 6.200 s Jul 13 2005 MiTek Industries, Inc. Tue Feb 21 15:06:55 2006 Page 1 -2-0-0 5-0-0 10-5-12 17-8-14 25-0-0 2-0-0 5-0-0 5-5-12 7-3-2 7-3-2 Scale =1:48.9 4.00 12 5x14 = 2x4 3x6 = 5x8 = 5x10 MT20H I , ~N}} c'1 0 2x4 I 7210 = 3x6 = 2x4 II 6x8 = 5-0-0 10-5-12 17-8-14 25-0-0 5-0-0 5-5-12 7-3-2 7-3-2 Plate Offsets (X Y)• [7'0-3-8 Edge] LOADING (psf} SPACING 2-0-0 CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.97 Vert(LL} 0.21 9 >825 240 MT20 244!190 TCDL 7.0 Lumber Increase 1.25 BC 0.73 Vert(TL) -0.24 8-9 >708 180 MT20H 187/143 BCLL 10.0 Rep Stress Incr NO WB 0.87 Horz(TL) -0.06 8 n/a n/a BCDL 5.0 Code FBC2004IfP12002 (Matrix) Weight: 1151b LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or BOT CHORD 2 X 4 SYP No.2 3-10-4 oc purlins, except end verticals. WEBS 2 X 4 SYP No.3'Except" BOT CHORD Rigid ceiling directly applied or 4-6-14 oc 7-8 2 X 4 SYP No.2 bracing. WEBS 1 Row at midpt 6-11, 6-8 REACTIONS (Ib/size) 8=884/0-3-8, 2=593/0-3-8, 11=2089/0-3-8 Max Horz 2=216(load case 2) Max Uplift 8=-825(load case 3), 2=-818(load case 2), 11=-2189(load case 2) FORCES (Ib) -Maximum Compression/Maximum Tension TOP CHORD 1-2=0/34, 2-3=-856/1044, 3-4=-696/700, 4-5=-695/700, 5-6=-695/700, 6-7=-372/353 7-8=-331 /504 BOT CHORD 2-12=-1057/769, 11-12=-1089/804, 10-11=-1727/1872, 9-10=-1727/1872, 8-9=-1727/1872 WEBS 3-12=-406/408, 3-11=-1575/1868, 4-11=-638/981, 6-11=-2643/2486, 6-8=-1541/1412, 6-9=0/329 JOINT STRESS INDEX 2=0.45,3=0.58,4=0.54,5=0.75,6=0.90,7=0.67,8=0.55,9=0.33,10=0.63,11=0.41 and 12=0.33 Truss Design Extgilleer: Lawrence A. Paine, PE NOTES Florida PE No. 21475 1) Wind: ASCE 7-02; 120mph (3-second gust); h=18ft; TCDL=4.2psf; BCDL=3.Opsf; Category II; ~ders Firstswrce -Florida, LLC C; partially; MWFRS gable end zone; porch left exposed; Lumber DOL=1.60 plate grip DOL=1 ~0 Roosevelt Blvd. Jacksonville, FL 32244 2) Provide adequate drainage to prevent water ponding. February 27,2006 ~bi~'R)~~brF ~~T~0 plates unless otherwise indicated. A Wpming - Vority dosign parsmotors and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 BEFORE USE I ~ This design is based only upon the parameters shown for an individual building component that is installed and loaded vertically and fabricated with MiTek connectors. I ~~_ Applicability of design parameters and proper incorporation of component into the overall building structure, including all temporary and permanent bracing, is the responsibility of building designer and / or contractor per AN51 / TPI 1 as referenced by the building code. For general guidance regarding storage, delivery, erection and bracing, consult SCSI-1 or HIB-91 Handling Installing and Bracing Recommendation available from the Wood Truss Council of America, 1 WTCA Center, [""'' ~ ~~~.~ ~~ 6300 Enterprise Lane, Madison, Wf 53719 or the Truss Plate Institute, 563 D'Onofrio Drive, Madison, W 153719 I 1h` 3x6 = 12 11 iu y 'Job Truss Truss Type Qty Ply J151646 T01 ROOF TRUSS 2 1 J1618162 Job Reference (optional) tsullaers rlrst source, ~aclcsonville ,Florida 32244 6.200 s Jul 13 2005 MiTek Industries, Inc. Tue Feb 21 15:06:55 2006 Page 2 NOTES 4) All bearings are assumed to be SYP No.2 crushing capacity of 565.00 psi 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 825 Ib uplift at joint 8, 818 Ib uplift at joint 2 and 2189 Ib uplift at joint 11. 6) Girder carries hip end with 0-0-0 right side setback, 5-0-0 left side setback, and 5-0-0 end setback. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Regular: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-54, 3-7=-91 (F=-37), 2-12=-30, 8-12=-50(F=-20) Concentrated Loads (Ib) Vert: 12=-245(F) Truss Design Engineer: Lawrence A. Faine, PE Florida PE No. 21435 B21ild,ers FirstSource -Florida, LLC 6550 Roosevelt Blvd. Jacksonville, FL 32244 February 27,2006 Warning - Vority design parameters and READ NOTES ON TNIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 BEFORE USE This design is based only upon the parameters shown for an individual building component that is installed and loaded vertically and fabricated with MiTek connectors. ~~. Appl~rability of design parameters and proper incorporation of component into the overall building structure, including all temporary and permanent bracing, is the j responsibility of building designer and / or contractor per ANSI / TPI 1 as referenced by the building code. For general guidance regarding storage, delivery, erectlon and bracing, consult BCSI-1 or HI&91 Handling Installing and Bracing Recommendation available from the Wood Truss Council of America, 1 WTCA Center, ' ~~ ~ ~~ 6300 Enterprise lane, Madison, W 153719 or the Truss Plate Institute, 583 D'Onofdo Ddve, Madison, WI 53719 Job Truss Truss Type Qty Ply J1618163 J151646 T02 ROOF TRUSS 4 1 Job Reference o tional Builders First Source, Jacksonville ,Florida 32244 6.200 s Jul 13 2005 MITek Industries, Inc. Tue Feb 21 15:06:56 2006 Page 1 6-9-7 12-9-2 1 B-6-13 25-0-0 6-9-7 5-11-11 5-11-11 6-3-3 3x6 I I scale = 1:54.9 enn~ 0 5x6 = 3x6 = 8x10 = 4x6 = 3x6 = 7x10 = 6-9-7 12-9-2 18-8-13 25-0-0 6-9-7 5-11-11 5-11-11 6-3-3 Plate Offsets (X Y)- [2.0-3-10 0-0-10] [2.0-11-8 0-1-4] LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.87 Vert(LL) -0.33 13-14 >900 240 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.95 Vert(TL) -0.53 13-14 >560 180 BCLL 10.0 Rep Stress Incr NO WB 0.82 Horz(TL) 0.14 10 n/a n/a BCDL 5.0 Code FBC2004/TP12002 (Matrix) Weight: 2201b LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD BOT CHORD 2 X 4 SYP No.2 "Except` 2-12 2 X 4 SYP No.1 D BOT CHORD WEBS 2 X 4 SYP No.3 OTHERS 2 X 4 SYP No.3 WEBS REACTIONS (Ib/size) 10=2066/0-3-8, 2=1855/0-3-8 Max Horz 2=780(load case 3) Max Uplift 10=-1035(load case 3), 2=-1015(load case 3) Structural wood sheathing directly applied or 2-2-10 oc purlins, except end verticals. Rigid ceiling directly applied or 3-9-14 oc bracing. 1 Row at midpt 9-10, 5-13, 7-11, 8-10 FORCES (Ib) -Maximum Compression/Maximum Tension TOP CHORD 1-2=0/34, 2-3=-5548/2366, 3-4=-5488/2359, 4-40=-5153/2177, 5-40=-5068/2183, 5-6=-3569/1376, 6-7=-3329/1385, 7-8=-1896/664, 8-9=-193/80, 9-10=-373/262 BOT CHORD 2-15=-2980/5309, 14-15=-2980/5309, 13-14=-2729/4905, 12-13=-1796/3265, 11-12=-1796/3265, 10-11=-919/1676 WEBS 5-14=-86/329, 5-13=-1728/984, 7-13=-280/737, 7-11=-1909/1054, 8-11=-531/12S~.,ss Desigi Engineer: Lawrence A. Paine, PE 8-10=-2284/1252, 4-15=-13/75, 4-14=-432/268 F1,oxida PE No. 21475 Builders FirstSeau~ce - Florida, LLC JOINT STRESS INDEX X550 Roosevelt Blvd. Jacksonville, FL 32244 2=0.84,2=0.88,3=0.00,3=0.56,3=0.85,4=0.38,5=0.45,6=0.50,7=0.59,8=0.87,9=0.65,10=0.37,11=0.78, 12 = 0.89, 13 = 0.29, 14 = 0.34, 15 = 0.33, 16 = 0.33, 17 = 0.33, 18 = 0.33, 19 = 0.33, 20 = 0.33, 21 = 0.33, 22 = 0.39, 23 = 0.33, 24 = 0.33, 25 = 0.39, 26 = 0.33, 27 = 0.33, 28 = 0.33, 29 = 0.33, 30 = 0.33, 31 = 0.33, 32 = 0.62, 33 = 0.33, 34 = 0.33, 35 = 0.33, 36 = 0.33, 37 = 0.33, 38 = 0.33 and 39 = 0.33 Continued on page 2 Warning - Vorlfy dosign paramotont and READ NOTES ON TNIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 BEFORE USE This design is based only upon the parameters shown for an individual building component that is installed and loaded vertically and fabricated with MiTek connectors. Applicability of design parameters and proper incorporation of component into the overall building structure, including all temporary and permanent bracing, is the responsibility of building designer and / or contractor per ANSI / TPI 1 as referenced by the building code. For general guidance regarding storage, delivery, erection and bracing, consult BCSI-1 or HIB-91 Handling Installing and Bracing Recommendation available from the Wood Truss Council of America, 1 WTCA Center, 6300 Enterprise Lane, Madison, W 1 53719 or the Truss Plate Institute, 583 D'Onofdo Drive, Madison, WI 53719 February 27,2006 Q~LI~~'fS FirstSource 3x6 = 15 14 13 12 >> i~ Job Truss Truss Type Qty Ply J1618163 J151646 T02 ROOF TRUSS 4 1 I Job Reference o tional Builders First Source, Jacksonville ,Florida 32244 6.200 s Jul 13 2005 MiTek Industries, Inc. Tue Feb 21 15:06:56 2006 Page 2 NOTES 1) Wind: ASCE 7-02; 120mph (3-second gust); h=18ft; TCDL=4.2psf; BCDL=3.Opsf; Category II; Exp C; partially; MWFRS gable end zone and C-C Exterior(2) zone; Lumber DOL=1.60 plate grip DOL=1.60. This truss is designed for C-C for members and forces, and for MWFRS for reactions specified. 2) 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" 3) A11 plates are 2x4 MT20 unless otherwise indicated. 4) Gable studs spaced at 1-4-0 oc. 5) All bearings are assumed to be SYP No.2 crushing capacity of 565.00 psi 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1035 Ib uplift at joint 10 and 1015 Ib uplift at joint 2. 7) In the LOAD CASE(S) section, loads app{ied to the face of the truss are noted as front (F) or back (B). 8) The building designer is responsible for the design of the roof and ceiling diaphragms, gable and shear walls, and supporting shear walls. Shear walls must provide continuous lateral restraint to the gable end. All connections to be specified by the building designer. Bottom chord must be laterally braced for horizontal wind loads. Bottom chord bracing and its connections to be specified by the building designer. LOAD CASE(S) Standard 1) Regular: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-40=-54, 9-40=-141(F=-87), 2-10=-30 Truss Design Engineer: Lawrence A. Paine, PE Florida FE No. 21435 Builders FirstSa~urce -Florida, LLC 6550 Roosevelt Blvd. Jacksonville, FL 32244 February 27,2006 Wsning • Verily design psnmeters snd READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7475 BEFORE USE ( ~ This design is based only upon the parameters shown for an individual building wmponeni that is installed and loaded vertically and fabdcated with MiTek connectors. ~ ~- Applicability of design parameters and proper incorporation of component into the overall building structure, including all temporary and permanent bracing, is the responsibility of building designer and I or contractor per ANSI ! TPI 1 as referenced by the building code. For general guidance regarding storage, delivery, erection ~ and bracing, consult SCSI-1 or HIB-91 Handling Installing and Bracing Recommendation available from the Wood Truss Council of America, 1 WTCA Center, I ~ ~ ~ ~. 6300 Enterprise Lane, Madison, WI 53719 or the Truss Plate Ins4tute, 583 D'Dnofdo Ddve, Madison, WI 53719 i Job Truss Truss Type Qty Ply J161816~4 J151646 T03 ROOF TRUSS 32 1 Job Reference o tional . .:T_r. r-. d~...a.;.... L... T~~o Cch ~~ 1ri•(1R•~iR 9n(1Fi Pana 1 Builders First Source, .lacKSOnvme ,rlonaa 3«<++ ~.~~~ ~ cur ~~ ~~~~ ~•~~ ~ ~~- •~ •~---• •__, ..._. . __ . __ _ _ 12-9-2 18-8-13 tb-u-u - .... ~_~ ~_~ ~ 6-3-3 7 1:46.6 n `~ 1 0 7x10 = 8.9.5 /-11-a - - LOADING (psi) SPACING 2-0-0 CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.60 Vert(LL) 0.21 9-11 >999 240 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.61 Vert(TL) -0.35 2-11 >851 180 BCLL 10.0 Rep Stress Incr YES WB 0.48 Horz(TL) -0.07 8 n/a n/a BCDL 5.0 Code FBC2004/TP12002 (Matrix) Weight: 1351b LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or BOT CHORD 2 X 4 SYP No.2 3-8-9 oc purlins, except end verticals. WEBS 2 X 4 SYP No.3 BOT CHORD Rigid ceiling directly applied or 3-11-7 oc bracing. WEBS 1 Row at midpt 7-8, 6-8 REACTIONS (Ib/size) 8=1032/0-3-8, 2=1161/0-3-8 Max Horz 2=808(load case 3) Max Uplift 8=-1044(load case 3), 2=-1006(load case 3) FORCES (Ib) -Maximum Compression/Maximum Tension TOP CHORD 1-2=0/34, 2-3=-2408/1927, 3-4=-2146/1676, 4-5=-2052/1684, 5-6=-1126/835, 6-7=-82/22, 7-8=-143/261 BOT CHORD 2-11=-2506/2228, 10-11=-1695/1499, 9-10=-1695/1499, 8-9=-891/781 WEBS 3-11=-356/628, 5-11=-560/713, 5-9=-701/900, 6-9=-632/798, 6-8=-1083/1250 JOINT STRESS INDEX 2=0.62,3=0.34,4=0.65,5=0.51,6=0.70,7=0.40,8=0.20,9=0.73, 10=0.49 and 11 =0.44 NOTES 1) Wind: ASCE 7-02; 120mph (3-second gust); h=18ft; TCDL=4.2psf; BCDL=3.Opsf; Category II; Exp C; partially; MWFRS gable end zone and C-C Exterior(2) zone; Lumber DOL=1.60 plate grip DOL=1.60. This truss is designed for C-C for members and forces, and for MWFRS for reactior~'gnss Design Engineer: Lawrence A. Paine, PE specified. Florida PE No. 21435 2) All plates are 3x6 MT20 unless otherwise indicated. 13ui1ders Firstswrce -Florida, LLc 3) All bearings are assumed to be SYP No.2 crushing capacity of 565.00 psi 6550 Roosevelt Blvd. Jacksonville, FL 32244 February 27,2006 Continued on page 2 Warning - Verliy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 BEFORE USE i M This design is based only upon the parameters shown for an individual building component that is installed and loaded vertically and fabricated with MiTek connectors. i Applipbllity of design parameters and proper incorporation of component into the overall building structure, including all temporary and permanent bracing, is the responsibility of building designer and / or contractor per ANSI / TPI 1 as referenced by the building code. For general guidance regarding storage, delivery, erection and bracing, consult BCSI-1 or HIB-91 Handling Installing and Bracing Recommendation available from the Wood Truss Council of America, 1 WTCA Center, ~ i ~ ~j. ~~ ~~ 6300 Enterprise Lane, Madison, WI 53719 or the Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719 ~ 24 3xtl = ~~ - - 'Job Truss Truss Type C1ty Ply J1618164 J151646 T03 ROOF TRUSS 32 1 Job Reference o tional Builders First Source, Jacksonville ,Florida 32244 6.200 s Jul 13 2005 MiTek Industries, Inc. Tue Feb 21 15:06:56 2006 Page 2 NOTES 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1044 Ib uplift at joint 8 and 1006 Ib uplift at joint 2. LOAD CASE(S) Standard Tnsss Design Engineer: Lawrence A. Paine, PE Florida PE No. 214?5 Builders FirstSource -Florida, LLC 6550 Floosevelt Blvd. Jacksonville, FL 32244 February 27,2006 V Warning -Verify design param~tars and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI47477 BEFORE USE This design is based only upon the parameters shown for an individual building component that is installed and loaded vertically and fabdcated with MiTek connectors. Applicability of design parameters and proper incorporation of component into the overall building structure, including all temporary and permanent bracing, is the responsibility of building designer and / or contractor per ANSI / TPI 1 as referenced by the building code. For general guidance regarding storage, delivery, erection i - and bracing, consult BCSI-1 w HIB-91 Handling Installing and Bracing Recommendation available from the Wood Truss Council of America, 1 WTCA Center, ~ p'- 6300 Enterprise Lane, Madison, WI 53719 or the Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719 ~ j ~ ~ ("'4,) t Job Truss Truss Type Qty Ply J1618165 J151646 704 ROOF TRUSS 2 1 Job Reference o tional Builders FIrSt Source, JBCKSOnVllle ,rl0rltla 3ZZ44 q.LUV 5 JUI 13 LVVA IVII I Cll IIIUUAUICJ, uw. r uc rcu c r I:J.VV.Jr cvvv r ayc .. s -2-0-0 5-0-0 10-0-14 15-0-0 19-11-2 25-0-0 2.0-0 5-0-0 5-0-14 4-11-2 4-11-2 5-0-14 Scale: 1/4"=1' 4.00 12 ' N d1 8x14 MT18H = 3x6 = 5x10 MT20H = 4x6 = 4 5 6 6x6 = 7 5-0-0 10-0-14 15-0-0 19-11-2 25-0-0 5-0-0 5-0-14 4-11-2 4-11-2 5-0-14 Plate Offsets (X Y)• [3'0-6-7 Edge] [5'0-5-0 0-3-0] [8:Edge 0-3-8] [9:0-3-8 0-2-8] [12:0-3-8,0-1-8] LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.89 Vert(LL) 0.87 10-12 >343 240 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.90 Vert(TL) -0.89 10-12 >333 180 MT20H 187/143 BCLL 10.0 Rep Stress Incr NO WB 0.95 Horz(TL) 0.09 8 n/a n/a MT18H 244/190 BCDL 5.0 Code FBC2004/TP1 2002 (Matrix) Weight: 1371b LUMBER BRACING TOP CHORD 2 X 4 SYP No.1 D "Except' TOP CHORD 1-3 2 X 4 SYP No.2 BOT CHORD 2 X 6 SYP No.1 D BOT CHORD WEBS 2 X 4 SYP No.3 `Except" 7-8 2 X 4 SYP No.2, 4-10 2 X 4 SYP No.2 WEBS 6-10 2 X 4 SYP No.2, 7-9 2 X 4 SYP No.2 REACTIONS (Ib/size) 8=1757/0-3-8, 2=1808/0-3-8 Max Horz 2=217(load case 2) Max Uplift 8=-1658(load case 2), 2=-1785(load case 2) Structural wood sheathing directly applied or 2-3-11 oc purlins, except end verticals. Rigid ceiling directly applied or 3-3-1 oc bracing. 1 Row at midpt 7-9 FORCES (Ib) -Maximum Compression/Maximum Tension TOP CHORD 1-2=0/38, 2-3=-4695/4342, 3-4=-6526/6176, 4-5=-6420/6063, 5-6=-6420/6063, 6-7=-4298/4051, 7-8=-1557/1587 BOT CHORD 2-13=-4190/4418, 12-13=-4206/4458, 11-12=-6176/6526, 10-11=-6176/6526, 9-10=-4051/4298, 8-9=-329/312 Ttuss Design Engineer: Lawrezuce A. Paixle, PE WEBS 3-13=-206/440, 3-12=-2080/2170, 4-12=-420/700, 4-10=-112/141, 5-10=-437/68~;°ndaPE No. 21475 6-10=-2118/2233, 6-9=-1124/1360, 7-9=-3918/4195 Builders FirstSoutce -Florida, LLC 6550 Roosevelt Blvd. Jacksonville, FL 32244 JOINT STRESS INDEX 2=0.73,3=0.83,4=0.35,5=0.92,6=0.86,7=0.91,8=0.77,9=0.92, 10=0.80, 11 =0.92, 12=0.83 and 13=0.33 Continued on page 2 February 27,2006 A Warning -Verify design paramatara and READ NOTES ON TNIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 BEFORE USE This design is based only upon the parameters shown for an individual building component that is installed and loaded vertically and fabricated with MiTek connectors. Applicability of design parameters and proper incorporation of component into the overall building structure, including all temporary and permanent braang, is the ~` rill' responsibility of building designer and / or contractor per ANSI / TPI 1 as referenced by the building code. Fcr general guidance regarding storage, delivery, erection I and bracing, consult BCSI-1 or HIB-91 Handling Installing and Bracing Recommendation available from the Wood Truss Council of America, 1 WTCA Center, I 6300 Enterprise Lane, Madison, W 153719 or the Truss Plate Institute, 583 D'Onofrio Ddve, Madison, WI 53719 ~ ~ ~~ ~~ ~~ 4x10 = 13 1Z n -iu ~ 2x4 II 5x10 MT20H = 4x12 = 5x8 = 4x70 II 3x8 = Job Truss Truss Type Qty Ply J1618165 J151646 T04 ROOF TRUSS 2 1 Job Reference o tional Builders First Source, Jacksonville ,Florida 32244 6.200 s Jul 13 2005 MiTek Industries, Inc. Tue Feb 21 15:06:57 2006 Page 2 .. NOTES 1) Wind: ASCE 7-02; 120mph (3-second gust); h=18ft; TCDL=4.2psf; BCDL=3.Opsf; Category II; Exp C; partially; MWFRS gable end zone; Lumber DOL=1.60 plate grip DOL=1.60. 2) Provide adequate drainage to prevent water ponding. 3) All plates are MT20 plates unless otherwise indicated. 4) All bearings are assumed to be SYP No.2 crushing capacity of 565.00 psi 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1658 Ib uplift at joint 8 and 1785 Ib uplift at joint 2. 6) Girder carries hip end with 0-0-0 right side setback, 5-0-0 left side setback, and 5-0-0 end setback. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Regular: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-54, 3-7=-91(F=-37), 2-13=-30, 8-13=-50(F=-20) Concentrated Loads (Ib) Vert: 13=-245(F) Truss Desigxl Engixleer: Lawrence A. Faine, PE Florida FE No. 21475 Builders FirstSovrce -Florida, LLC 655D Roosevelt Blvd. Jacksonville, FL 32244 February 27,2006 V Warning -Verify design parameters and READ NOTES ON TNIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 BEFORE USE i ~_ This design is based only upon the parameters shown for an individual building component that is installed and loaded vertically and fabricated with MiTek connectors. ~. - Applicability of design parameters and proper incorporation of component into the overall building structure, including all temporary and pennanenl bracing, is the i responsibility of building designer and / or wntractor per ANSI / TPI 1 as referenced by the building code. For general guidance regarding storage, delivery, erection and bracing, consult BCSI-1 or HIB-91 Handling Installing and Bracing Recommendation available from the Wood Truss Council of America, 1 WTCA Center, ~' ~ 6300 Enterprise Lane, Madison, W 153719 or the Truss Plate Institute, 583 D'Onofrio Drive, Madison, W 153719 I r' ~~ yam,, j ~ [~, W ~ ~ r r 7D_o 7rno x rn °~ ' m Z D ~ v, I ~ O r 47 ~ rn A~w (~ D ~_ ~_ f3 °5 Z o°-~~ °m~ °~o ~ ~ m~ogC~ O N ~~' ~~' O om~~. ~~.~ cml' ~ ~mmm~ Z Q y ~~ oQO Iwo o~N~Q cflQ m° ~°~ ono; m3Q ~~°ao ~ m _. co Q~ m~~• ~o'Q Qoo• m~~°o. Z -oo ~o ~o~• o% ~~ ~~m~ ~ oo• Q~ ~3. ~~ Sao °~o~ ~ ~~ co~. Q~~. °m ~~g c~mm O oQ ~ Qoa ~' cQm °~N,~ Z ~-' °- maw m ~~m c - Q~• Z ~ W n p7 ~ n ~ >~O ~ ~' C7 (~ (~ O7 O n Q Z w y ~Oz 2 C `. ~ ~ D ~~D ~ .. ~ _ ~ ~ m -i -~ Z m ~ 0 c Omn ~ ~ m r"AO w ~ ~ (n ~O ~O W ~O 5 .•-~ ~ m O ~yA T N T ~~ y O ~ ~ ~ a a o~ ~o o~ W rn - ~ ~ ~ v ~ n ~ AA m ~ C W N ~ r11 O G) C ~ ! D A < ~ D N v ~ r ~ -Diw O ~ n o ~° ~ O ~ ~ rn O p O m~ w N O, z G ~ ~ t7 ~- ~ y -=i m ~ ~ n rt - O ~ V M H Zm TOP CHORD N C O ~ ~ 2` / ~ ~ V ,.~ ~ N =• H ~/ N L A ,Y V A V a W O Cn A W N ~ O .`~ OD V o~ Cn A W N -~ ~ Q ~ mn mho `^~ OnD c :W -°~ cQ~~ ~ ~N•n -OpC ~c QC Qpv °n °Q~ Q 3 0'~ m~~ °~ coo o°~ a~ ~~~ '.~ ~•mc~o zflm ~o Qo '-a m com ~D rt V, 'i fl°c ~~~ ~ ~ocfl ~cQ~ Q-a m~~ o;~ ~•~~• Q•~~ ~~ m3 °~Q ~ QQO O-n ~ ~ Q o•o o m ~~ m m, o Q `" °° Q ~~ '^ o Q m CD m Q_7m _7 m Q 3 0 o c~.° ~ O ® fl- Tr Q ~ O ,,, rt Yt 2• ~ Q N ~ "` N Q N ° ~^ ~ ~ O „~, 7 2• p 2 • ~ O ~n Q (O• (~• ~ S~ /1~~ Q _ ~^ m ~ 4 c Q ° ~ Q m m ~ p '^ fl-~ O m p p ~ ° Q ~ ~ ° m ~° m• O Q. ~ ° ° m O ~ \ , V d Q cp ~ .~ ~• O ~ ~ O ° ~;~ ~ m fl ~ Q Q ° c Q ~ cD p ° I+ ~ c p m ~ m ~ 3 (~ ~ ~ ~ (D O `~ ~ ~ Q fl ~O m 3CSD ° ~ C n p C C C -~..~ Q.~ ~~ DQ (Dn.•.C ~ C c~ Q ~~ cm H C ~ ~ Q•-. m 7 ~° O °- ~~ ,Q ° ~O C~ Q C Q (D ~~ Q Q-d "' ~ Q ~Q ~ N ~~ `".Q a~ ° c°3 oQQ: QcQ m Q3 °~ °- Qz~ H ~,o ° -a ,. ~o ma ~a m~ Qom °~• ~o m° Qo ~ `"•o O ~f/ QQ ~. ~ mQ ~~„ ~(D mN mmo 00 °~ O'O ~p Q ~m ~ ~ = a~ mQ 3 CDC'~o ~o ~° Qom- ~ -°° ~ Z 0 o a ? ~.Q ~ ~ _~ ~ m fD o-a Q~ ~ ~ f • o' N TOP CHORD FirstSource a~ Project )nformation for: J151646 Builder: Beaches Habitat Lot : ~ 19 Subdivision: Donner's Replat County: Duval Truss Count: 8 Design Program : MiTek 20/20 6.2 Building Code: FBC2004/TPI2002 Truss Design Load Information: Gravity: Wind: ry 27,2006 Roof (psf): 42.0 Wind Standard: ASCE 7-02 Wind Exposure: C Floor (psf): N/A Wind Speed (mph): 120 Note: See the individual truss drawings for special loading conditions. Engineer of Record: Charles M. Rhodebeck, PE Florida P.E. License No. 26497 Address: 6550 Roosevelt Blvd. Jacksonville, FL 32244 Truss Design Engineer:Lawrence A. Paine, PE Florida P.E. License No. 21475 Company: Builders FirstSource -Florida, LLC Address: 6550 Roosevelt Blvd. Jacksonville, FL 32244 Notes: 1. Determination as to the suitability of these truss components for the structure is the responsibility of the building designer/engineer of record, as defined in ANSI/TPI 1-2002 Section 2.2 2. The seal date shown on the individual truss component drawings must match the seal date on this index sheet. 3. The loads indicated an aN referenced girder trusses are consistent wi#h the truss placement plan numbered J151646 provided by Builders First Source-Jacksonville,FL and dated 02-21-2006. Loads applied by non-truss elements and basic load parameters/design criteria are to be reviewed and approved by the Engineer of Record/Building Designer. otherwise, the Truss Design Engineer's responsibilities are limited as stated in Chapter 2 of ANSI(rP! 1-2002. No. Drwg. # Truss ID Date r1 J1618158 CJ01 ~ 2/27/06 (2 ~ J 1618159 ~ CJ 03 ~ 2/27/06 ~ 3 J1618160 EJ05 2/27/06 ~4 ~ J1618161 ~ HJ01 ~ 2127/06 5 I J 1618162 I T01 ! 2/27(06 ~6 ~ J1618163 ~ T02 (2/27/06 ~ ~7 ~ J1618164 ~ T03 ~ 2/27/06 ~ 18 ~ J1618165 ~ T04 ~ 2/27!06 e FORM 600A-2004 EnergyGaugec®4.0 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Whole Building Performance Method A Project Name: 13tory, 2 Bedroom Duplex Address: 88-90 Ardella Road City, State: Atlantic Beach, F132233- Owner: Climate Zone: North Builder: Permitting Office: Permit Number: Jurisdiction Number: 12. Cooling systems a. Central Unit b. N/A c. N/A 13. Heating systems a. Electric Heat Pump b. N/A c. N/A 14. Hot water systems a. Electric Resistance b. N/A Habitat for Humanity Atlantic Beach 261100 1. New construction or existing New _ 2. Single family or multi-family Single family _ 3. Number of units, ifmulti-family 1 - 4. Number of Bedrooms 2 - S. Is this a worst case? Yes _ 6. Conditioned floor area (ftz) 1105 ftz _ 7. Glass typel and area: (Label regd, by 13-104.4.5 if not default) a. U-factor: Description Area (or Single or Double DEFAULT) 7a. (Dble Default) 89.0 ftz - b. SHGC: (or Clear or Tint DEFAULT) 7b. (Clear) 89.0 ftz 8. Floor types a. Slab-Cm-Grade Edge Insulation R=0.0, 113.0(p) ft _ b. N/A - c. N/A - 9. Wall types a. Frame, Wood, Exterior R=11.0, 656.0 ftz b. Frame, Wood, Adjacent R=11.0, 128.0 ftz c. N/A d. N/A _ e. N/A - 10. Ceiling types _ a. Under Attic R=30.0, 1105.0 ftz b. N/A c. N/A ~ _ l l. Ducts _ a. Sup: Unc. Ret: Unc. AH: Interior Sup. R=6.0, 100.0 ft b. N/A _ Glass/Floor Area: 0.08 Total as-built points: 13871 PASS Total base points: 16727 __ _ _. -- ---- -- -T----- -- ------ I hereby certify that the plans and specifications covered by ~ Review of the plans and ~~~ sTAT this caCtllation are in compliance with the Florida Energy specifications covered by this ~O = _ ~ {{r^~ Code. ~orryl E ll S calculation indicates compliance y ~,,,°''~ __ ,~~~' PREPARED BY: ', with the Florida Energy Code. ~ ~~«~ '°-- ~'°=` '•~~°`~ DATE: $ ~ St ~ e~ Before construction is completed ~ T this building will be inspected for I hereby certify that this building, as designed, is in compliance compliance with Section 553.90 r~, ~ with the Florida Energy Code. Florida Statutes. OD {gr~,'L'Q'~ OWNER/AGENT: BUILDING OFFICIAL: .-- C DATE: DATE: S^ -' Z Y ' ~ 6 Cap:24.O1cBtu/Iv _ SEER: 13.00 Cap: 24.0 kBtu/hr _ HSPF: 7.50 Cap: 40.0 gallons _ EF: 0.92 c. Conservation credits (HR-Heat recovery, Solar DHP-Dedicated heat pump) 15. HVAC credits (CF-Ceiling fan, CV-Cross ventilation, HF-Whole house fan, PT-Programmable Thermostat, MZ-C-Multizone cooling, MZ-H-Multizone heating) Bc 1 Predominant glass type. For actual glass type and areas, see Summer & Winter Glass output on pages 2&4. EnergyGauge® (Version: FLRCSB v4.0) FORM 600A-2004 EnergyGauge® 4.0 SUMMER CALCULATIONS Residential Whole Building Performance Method A -Details ~ ADDRESS: 88-90 Ardella Road, Atlantic Beach, FI, 32233- PERMIT #: ~ BASE AS-BUILT GLASS TYPES .18 X Conditioned X BSPM =P oints Overhang Floor Area Type/SC Ornt Len Hgt Area X SPM X SOF =Points .18 1105.0 20.04 3986.0 Double, Clear S 6.3 6.2 21.0 35.87 0.52 390.4 Double, Clear N 1.3 6.2 31.0 19.20 0.96 565.7 Double, Clear W 1.3 4.0 6.0 38.52 0.86 197.8 Double, Clear W 1.3 6.2 31.0 38.52 0.94 1125.2 As-Built Total: 89.0 2283.1 WALL TYPES Area X BSPM =Points Type R-Value Area X SPM = Points Adjacent 128.0 0.70 89.6 Frame, Wood, Exterior 11.0 656.0 1.70 1115.2 Exterior 656.0 1.70 1115,2 Frame, Wood, Adjacent 11.0 128.0 0.70 89.6 Base Total: 78.4.0 1204.8 AS-Built Total: 784.0 1204.8 DOOR TYPES Area X BSPM =Points Type Area X SPM = Points Adjacent 0.0 0.00 0.0 Exterior Wood 34.2 6.10 208.6 Exterior 34.2 6.10 208.6 Base Total: 34.2 208.6 As-Built Total: 34.2 208.6 CEILING TYPES Area X BSPM =Points Type R-Value Area XSPM X SCM = Points Under Attic 1105.0 1.73 1911.7 Under Attic 30.0 1105.0 1.73 X 1.00 1911.7 Base Total: 1105.0 1911.7 As-Built Total: 1105.0 1911.7 FLOOR TYPES Area X BSPM =Points Type R-Value Area X SPM = Points Slab 113.0(p) -37.0 -4181.0 Slab-On-Grade Edge Insulation 0.0 113.0(p -41.20 -4655.6 Raised 0.0 0.00 0.0 Base Total: -4181.0 As-Built Tota{: 113.0 -4655.6 INFILTRATION Area X BSPM =Points Area X SPM = Points 1105.0 10.21 11282.0 1105.0 10.21 11282.0 EnergyGauge® DCA Form 600A-2004 EnergyGauge®/FIaRES'2004 FLRCSB v4.0 FORM 600A-2004 EnergyGauge~ 4.0 i SUMMER CALCULATIONS Residential Whole Building Performance Method A -Details ADDRESS: 88-90 Ardella Road, Atlantic Beach, FI, 32233- PERMIT #: I BASE AS-BUILT Summer Base Points: 14412.1 Summer As-Built Points: 12234.6 Total Summer X System = Cooling Total X Cap X Duct X System X Credit = Cooling Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points (System -Points) (DM x DSM x AHU) (sys 1: Central Unit 24000 btuh ,SEER/EFF(13.0) Ducts:Unc(S),Unc(R),Int(AH),R6.0(INS} 12235 1.00 (1.09 x 1.147 x 0.91) 0.263 1.000 3654.4 14412.1 0.4266 6148.2 12234.6 1.00 1.138 0.263 1.000 3654.4 EnergyGauge*"" DCA Form 600A-2004 EnergyGauge®/FIaRES'2004 FLRCSB v4.0 FORM 600A-2004 EnergyGauge®4.0 WINTER CALCULATIONS Residential Whole Building Performance Method A -Details ADDRESS: 88-90 Ardella Road, Atlantic Beach, FI, 32233- PERMIT #: AS-BUILT BASE GLASS TYPES Overhan .18 X Conditioned X BW PM =P oints T eISC yp Ornt Len Hgt Area XWPM X WOF =Point .Floor Are a 18 1105.0 12.74 2534.0 Double, Clear S 6.3 6.2 21.0 13.30 2.76 770.1 . Double, Clear N 1.3 6.2 31.0 24.58 1.00 763.0 Double, Clear W 1.3 4.0 6.0 20.73 1.04 129.4 Double, Clear W 1.3 6.2 31.0 20.73 1.02 652.5 As-Built Total: 89.0 2315.1 WALL TYPES Area X BWPM =Points Type R-Value Area X WPM = Points Adjacent 128.0 3.60 460.8 Frame, Wood, Exterior 11.0 656.0 3.70 2427.2 Exterior 656.0 3.70 2427.2 Frame, Wood, Adjacent 11.0 128.0 3.60 460.8 Base Total: 784.0 2888.0 As-Built Total: 784.0 2888.0 DOOR TYPES Area X BWPM =Points Type Area X WPM = Points Adjacent 0.0 0.00 0.0 Exterior Wood 34.2. 12.30 420.7 Exterior 34.2 12.30 420.7 Base Total: 34.2 420.7 As-Built Total: 34.2 420.7 CEILING TYPES Area X BWPM =Points Type R-Value Area XWPM X WCM = Points Under Attic 1105.0 2.05 2265.3 Under Attic 30.0 1105.0 2.05 X 1.00 2265.3 Base Total: 1105.0 2265.3 As-Built Total: 1105.0 226b.3 FLOOR TYPES Area X BWPM =Points Type R-Value Area X WPM = Points Slab 113.0(p) 8.9 1005.7 Slab-On-Grade Edge Insulation 0.0 113.0(p 18.80 2124.4 Raised 0.0 0.00 0.0 Base Total: 1005.7 As-Built Total: 113.0 2124.4 INFILTRATION Area X BWPM =Points Area X WPM = Points 1105.0 -0.59 -651.9 1105.0 -0.59 -651.9 EnergyGauge® DCA Form 600A-2004 EnergyGauge®/FIaRES'2004 FLRCSB v4.0 FORM 600A-2004 EnergyGauge®4.0 WINTER CALCULATtaNS Residential Whole Building Performance Method A -Details ( ADDRESS: 88-SO Ardella Road, Atlantic Beach, FI, 32233- PERMIT. #: ( BASE AS-BUILT Winter Base Points: .8461.6 Winter As-Built Points: 9361.4 Total Winter X System = Heating Total X Cap X Duct X System X Credit = Heating Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points (System -Points) (DM x DSM x AHU) (sys 1: Electric Heat Pump 24000 btuh ,EFF(7.5) Ducts:Unc(S},Unc(R),Int(AH},R6.0 9361.4 1,000 (1.069 x 1.169 x 0.93) 0.455 1.000 4946.6 8461.6 0.6274 5308.8 9361.4 1.00 1.162 0.455 1.000 4946.6 EnergyGaugeTM' DCA Form 600A-2004 EnergyGauge®/FIaRES'2004 FLRCSB v4.0 FORM 600A-2004 EnergyGauge®4.0 WATER HEATING & CODE COMPLIANCE STATUS Residential Whole Building Performance Method A -Details ADDRESS: 88-90 Ardelta Road, Atlantic Beach, FI, 32233- 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 2 2635.00 5270.0 40.0 0.92 2 1.00 2635.00 1.00 5270.0 As-Built Total: 5270.0 CODE COMPLIANCE STATUS BASE AS-BUILT Cooling + Heating + Points Points Hot Water Points - Total Points Cooling Points + Heating + Hot Water = Total Points Points Points 6148 5309 5270 16727 3654 4947 5270 13871 PASS EnergyGaugeTM DCA Form 600A-2004 EnergyGauge®/FIaRES'2004 FLRCSB v4.0 ' FORM 600A-2004 EnergyGauge® 4.0 Code Compliance Checklist Residential Whole Building PerFormance Method A -Details I ADDRESS: 88-90 Ardella Road, Atlantic Beach, FI, 32233- PERMIT #: I 6A-21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE CHECK Exterior Windows & Doors 606.1.ABC.1.1 Maximum:.3 cfm/sq.ft. window area; .5 cfm/sq.ft. door area. ~ Exterior & Adjacent Walls 606.1.A8C.1.2.1 Caulk, gasket, weatherstrip or seal between: windows/doors & frames, surrounding wall; v foundation & wall sole or sill plate; joints between exterior wail panels at corners; utility penetrations; between wall panels & top/bottom plates; between walls and floor. EXCEPTION: Frame walls where a continuous infiltration barrier is installed that extends from, and is sealed to, the foundation to the top plate. Floors 606.1.ABC.1.2.2 Penetrations/openings >118" sealed unless backed by truss or joint members. ~,-r EXCEPTION: Frame floors where a continuous infiltration barrier is installed that is sealed to the perimeter, penetrations and seams. Ceilings 606.1.ABC.1.2.3 Between walls & ceilings; penetrations of ceiling plane of top floor; around shafts, chases, L-~ soffits, chimneys, cabinets sealed to continuous air barrier; gaps in gyp board & top plate; attic access. EXCEPTION: Frame ceilings where a continuous infiltration barrier. is installed that is sealed at the perimeter, at penetrations and seams. Recessed Lighting Fixtures 606.1.ABC.1.2.4 Type IC rated with no penetrations, sealed; or Type IC or non-IC rated, installed inside a ti.. sealed box with 1/2" clearance & 3" from insulation; or Type IC rated with < 2.0 cfm from conditioned space, tested. Multi-story Houses 606.1.ABC.1.2.5 Air barrier on perimeter of floor cavity between floors. Additional Infiltration regts 606.1.ABC.1.3 Exhaust fans vented to outdoors, dampers; combustion space heaters comply with NFPA, ~_ have combustion air. rf3w-11 ~ I MtK rlrctsc:t~lr I Ivt mtA~urcts Cmusz oe met or exceenea ny an reslaences Water Heaters 612.1 Comply with efficiency requirements in Table 612.1.ABC.3.2. Switch or clearly marked cir breaker (electric) or cutoff (gas) must be provided. External or built-in heat trap required. l__- Swimming Pools & Spas 612.1 Spas & heated pools must have covers (except solar heated). Non-commercial pools must have a pump timer. Gas spa & pool heaters must have a minimum thermal efficiency of 78%. Shower heads 612.1 Water flow must be restricted to no more than 2.5 gallons per minute at 80 PSTG. ~, Air Distribution Systems 610.1 All ducts, fittings, mechanical equipment and plenum chambers shall be mechanically attached, sealed, insulated, and installed in accordance with the criteria of Section 610. a~ Ducts in unconditioned attics: R-6 min. insulation. HVAC Controls 607.1 Separate readily accessible manual or automatic thermostat for each system. ~ Insulation 604.1, 602.1 Ceilings-Min. R-19. Common walls-Frame R-11 or GBS R-3 both sides. Common ceiling & floors R-11. ~' EnergyGaugeTM' DCA Form 600A-2004 EnergyGauge®/FIaRES'2004 FLRCSB v4.0 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE SCORE* = 86.6 The higher the score, the more efficient the home. 88-90 Ardella Road, Atlantic Beach, Fl, 32233- 1. New construction or existing New _ 2. Single family or multi-family Single family _ 3. Number of units, ifmulti-family 1 _ 4. Number of Bedrooms 2 5. Is this a worst case? Yes _ 6. Conditioned floor area (ft2) 1105 ftz _ 7. Glass typal and area: (Label regd. by 13-104.4.5 if not default) a. U-factor: Description Area (or Single or Double DEFAULT) 7a. ( Dble Default) 89.0 ft2 _ b. SHGC: (or Clear or Tint DEFAULT) 7b. (Clear) 89.0 ftz _ 8. Floor types a. Slab-C+n-Grade Edge Insulation R=0.0, 113.0(p) ft _ b. N/A _ c. N/A _ 9. Wall types a. Frame, Wood, Exterior R=11.0, 656.0 ft2 _ b. Frame, Wood, Adjacent R=11.0, 128.0 ft' _ c. N/A _ d. N/A _ e. N/A _ 10. Ceiling types a. Under Attic R=30.0, l 105.0 ft' _ b. N/A _ o, N/A _ 11. Ducts a. Sup: Unc. Rat: Unc. AH: Interior Sup. R=6.0, 100.0 ft _ b. N/A , 12. Cooling systems a. Central Unit b. N/A c. N/A 13. Heating systems a. Electric Heat Pump b. N/A c. N/A 14. Hot water systems a. Electric Resistance b. N/A Cap: 24.0 icBtu/hr , SEER: 13.00 c. Conservation credits (HR-Heat recovery, Solar DHP-Dedicated heat pump) l5. HVAC credits (CF-Ceiling fan, CV-Cross ventilation, HF-Whole house fan, PT-Programmable Thermostat, MZ-C-Multizone cooing, MZ-H-Multizone heating) I certify that this home has complied with the Florida Energy Efficiency Code For Building Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Code compliant features. Builder Signature: Date: Address of New Home: City/FL Zip: Cap: 24.0 kBtu/hr _ HSPF: 7.50 Cap: 40.0 gallons _ EF: 0.92 _ ~~ ~. w,e *NOTE: The home's estimated energy performance score is only available through the FLARES computer program. This is not a Building Energy Rating. If your score is 80 or greater (or 86, for a US EPA/DOE EnergyStar'~'designation), your home may quay for energy efficiency mortgage (EEM) incentives if you obtain a Florida Energy Gauge Rating Contact the Energy Gauge Hotline at 321/638-1492 or see the Energy Gauge web site at www.fsec, ucf. edu for information and a list of certified Raters. For information about Florida's Energy Efficiency Code For Building Construction, contact the Department of Community Affairs at 850/487-1824. 1 Predominant glass type. For actual glass type and areas see Summer & Winter Glass out ut on ages 2&4. >;nergyGauge® (Version: F~,RCSpB v4.0) RIGHT-J BUILDING ANALYSIS REPORT Entire House Energy Design Systems Joa: sisios 1065 Oak Vele Rd, Jacksonville, FI 32259 Phone: 904287-5339 Fax: 904-287-1258 Email: energydesignsystems(~gmail.com ~ • • ~ For: 1 Story, 2 Bedroom Duplex 88-90 Ardella Road, Atlantic Beach, FI 32233 8- • • • Htg Clg Infiltration Outside db °F) 39 92 Method Simplified Inside db (°~) 72 72 Construction quality Average Design TD (°F) 33 20 Fireplaces 0 Daily range - L Inside humidity (%) - 50 Moisture difference (gr/Ib) - 65 Component Btuh/ftz Btuh % of load Walls 3.0 3444 18.6 Windows 23.9 2129 11.5 Doors 15.2 519 2.8 Ceilings 1.7 1933 10.4 Floors 26.7 4286 23.1 Infiltration 43.5 5359 28.9 Ducts 884 4.8 Total 18554 100.0 Component Btuh/ftx Btuh % of load Walls 2.5 2880 18.6 Windows 43.9 3911 25.3 Doors 12.7 434 2.8 Ceilings 2.5 2811 18.2 Floors 0.0 0 0.0 Infiltration 13.2 1624 10.5 Ducts 1406 9.1 Internal gains 2400 15.5 Total 15467 100,0 Windows Cooling at 79 %SHR = 1.6 ton Cooling air flow = 419 cfm/ton Cooling at 70 %SHR = 1.8 ton Cooling at 400 cfm/ton = 1.7 ton Overall U-Value = 0.146 Btuh/ft? °F WARNING: window to floor area ratio = 8.1 % -less than 10%. ~- Wrightsoft Right-Suite ResidentialTM 5.0.66 RSR29764 2006-May-09 08:55:09 ,~,~ C:\Documents and Settings\cuatomer\My Documems\Wrightsoft\Hebitat for HumanRy,Jax Beaches,2 Bdrm Page 1 RIGHT-J LOAD AND EQUIPMENT SUMMARY Entire House Energy Design Systems Job: 518106 1065 Oak Vale Rd, Jacksonville, FI 32259 Phone: 904-287-5339 Fax: 904-287-1258 Email: energydesignsystems(BJgmail.com ~ • • ~ For: 1 Story, 2 Bedroom Duplex 88-90 Ardella Road, Atlantic Beach, FI 32233 Notes: Design Information Weather: Jacksonville, Mayport Naval, FL , US Winter Design Conditions Summer Design Conditions Outside db 39 °F Inside db 72 °F Design TD 33 °F Heating Summary Building heat loss 18554 Btuh Ventilation air 0 cfm Ventilation air foss 0 Btuh Design heat load 18554 Btuh Infiltration Outside db 92 °F Inside db 72 °F Design TD 20 °F Daily range L Relative humidity 50 Moisture difference 65 grllb Sensible Cooling Equipment Load Sizing Structure 15467 Btuh Ventilation 0 Btuh Design temperature swing 3.0 °F Use mfg. data n Rate/swing multiplier 0.97 Total sens. equip. load 15003 Btuh Method Simplified Construction quality Average Fireplaces 0 Heatin Coolin Z Area (ft) 110 110 Volume (fta) 8840 8840 Air chapgges/hour 1.00 0.50 Equiv. AVF (cfm) 148 74 Heating Equipment Summary Make Trade Latent Cooling Equipment Load Sizing Internal gains 920 Btuh Ventilation 0 Btuh Infiltration 3239 Btuh Total latent equip. load 4159 Btuh Total equipment load 19162 Btuh Cooling Equipment Summary Make Trade Efficiency 0.0 HSPF Efficiency 0.0 EER Heating input Sensible cooling 0 Btuh Heating output 0 Btuh @ 47°F Latent cooling 0 Btuh Heating temp rise 0 °F Total cooling 0 Btuh Actual heating fan 670 cfm Actual cooling fan 670 cfm Heating air flow factor 0.036 cfm/Btuh Cooling air flow factor 0.043 cfm/Btuh Space thermostat Load sensible heat ratio 79 Printout certified by ACCA to meet all requirements of Manual J 7th Ed. '~ wnghtsoft Right-Suite ResidentiaiTM 5.0.68 RSR29784 2006•May-09 08:55:09 /IC~GP. C:`Documents and Settings\customer\My Documents\WrlghtsoftV-labitat for Humanfty,Jax 6eaches,2 Bdrm Page 1 CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5826 Application Number 48-00000617 Date 5/05/08 Property Address 80 ARDELLA RD Application type description ELECTRIC ONLY Property Zoning COMMERCIAL, GENERAL Application valuation 0 ---------------------------------------------------------------------------- Application desc 60 amps 240 volts TEMP POLE ---------------------------------------------------------------------------- Owner ------------------------ MORGAN BROTHERS INC PO BOX 51267 JAX BEACH FL 32240 Contractor TRI COUNTY ELECTRICAL 11637 E. COLUMBIA PRK. DR JACKSONVILLE FL 32258 (904) 260-9669 ----------------------- Permit -------------- ELECTRICAL ------------------ PERMIT --------------------- Additional desc . Permit Fee 70.00 Plan Check Fee .00 Issue Date Valuation 0 Expiration Date 11/O1/08 ----------------------- Fee summary ----------------- ------------- Charged ---------- - ---------------------------------------- Paid Credited Due --------- ---------- ---------- Permit Fee Total 70.00 70.00 .00 .00 Plan Check Total .00 .00 .00 .00 Grand Total 70.00 70.00 .00 .00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. .>;,: CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD, ATLANTIC BEACH, FL 32233 ~'- OFFICE: (904)247-5826 ~ FAX NO.:(904)247-5845 BUILDING-DE PTt~COAB. US - ELECTRICAL PERMIT APPI IcnTInN 08- I __ ( L I _I I'll I\~nl nil 10.1T\i 1, J Ai'~DR SS: ----' -'- -----•~• 2. IS THIS A SUFI P RMIT: vv Vl1L VVl/IV I i g, pA7E /"j YES PERh11~ u :A r c~ ) ~ ~UI(~-1~ L,, ---- C PR(WERTYOWNER: 4. NAME: ) ~ , 7~ ~}/1 _ 1 /~ 5. ADDRESS IF DIFFERE~iNT FROM JOB ADDRESS: ~/ 6.(PH~ONE: ELECTRICAL CONTRACTOR: 7. NAME OF COMPANY: r~ ~ / 8. ADDRESS.: / 3 ~~ ~ __ ~~ ~vrY,.7 / c~ ~~zl~ ~ . 9. STATE OF FLORIDA LICENS NO: (~ S~~ 10. CELL PHONE: `rv~J - 11. FAX NO.: [^ d - - /~ 12. EMAIL ADDRESS: r 13. OFFICE PHONE: y~ ~~ ~~, 1q. 15. Application is ereby made to obtain a permit to do the work and installations as indicated. I Ify that all work will be perfor to meet the standards of all laws regulating construction in this jurisdiction. This permit becomes nu void if work i fiot comm vwifhin six (6) months, or if construction or work is suspended or abandoned for a period of six (6) mont any time after rk is com en d 1 CONTRACTORS SIGNATUR ~~~ rJ 16. CLAS&flF WORK: 17. SERVICE: 18. METER NUMBE ' ^ MULTI FAMILY - # OF UNITS: ^ SINGLE FAMILY TEMP SERVICE RESIDENTIAL ^ COMMERCIAL ^ ADDITION ^ TRAILOR 19. BUILOI 19. CtIRi'~ENT CODE: ^ ALTERATION ^ SIGN ^ REPAIR ^ POOL(SPA ^ OLD NEB^r ^ RED^JIR~ ^ '05 NATIONAL ELFI, TRICAL C=ODE ^ OTHL=R _ LIST ALL ELECTRIGAL WORK: 20. TYPE OF SERVICE: OVERHEAD ^ UNDERGROUND ^ UNDERGROUND UP POLE 21. NEW SERVICE: CONDUCTORS PER PHASE: ^ POWER IS ON ^ POWER IS OFF 22. SIZE OF CONDUCTOR: AMPACITY: ~,_ ^COPPER ALUMINUM 23. SWITCH OR BREAKER SIZE: AMPS: ~ PH: ~ W: ~_ VOLT: --~L.L RACEWAY SIZE: ~ ~/ 24. EXISTING SERVICE SIZE: AMPS:. PH: W: VOLT: RACEWAY SIZE: 25. FEEDERS: # OF _^ AMPS: # OF AMPS: # OF AMPS: 26. LIGHTING FIXTURES: INCANDESCENT: FLUORESCENT & M.V.: 27. FIXED APPLIANCES: 0-30 AMPS: 31-100 AMPS: OVER 100 AMPS: 28. FIRE ALARM; ^ YES ^ NO 29.31 DO NOT APPLY TO NEW SINGLE FAMILY, MULTI-FAMILY AND ROOM ADDITIONS 29. SMOKE DETECTORS: NUMBER: 30. RECEPTACLES: 0-30 AMPS: 31-100 AMPS: OVER 100 AMPS: 31. SWITCHES: 0-30 AMPS: 31-100 AMPS: OVER 100 AMPS: 32; A[R CO 1TIONtNG: # OF UNITS: COMP. MOTOR HP RATING: AMPS: HEAT KW: # OF UNITS: COMP. MOTOR HP RATING: AMPS: HEAT KW: a3. Moro NUMBER: VOLTAGE: HP: KVA: NUMBER: VOLTAGE: HP: KVA: 34. TRANSF ERS: UNDER 600V: NUMBER: KVA: OVER 600V: NUMBER: KVA: 35. MI CELANE U REPA S: DESCRIBE IN DETAIL: COAB FORM BLDG02: REVISED. 1l10(200~ / O ~~ ~ V ~ ~ HP- Officejet 7410 Personal Printer/Fax/Copier/Scanner Log for Information Systems 904-247-5845 Mar 11 2008 8:39AM Last Transaction Date Time 7we Ident~cation Duration Pages Result Mar 11 8:38AM Fax Sent 96657372 1:21 2 OK ,.. ~ CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5826 Application Number 08-00000795 Date 6/09/08 Property Address 80 ARDELLA RD Application type description ELECTRTC ONLY Property Zoning COMMERCIAL, GENERAL Application valuation 0 ---------------------------------------------------------------------------- Application desc TEMP POLE ---------------------------------------------------------------------------- Owner ------------------------ MCALLISTER ATLANTIC BEACH FL 32233 Contractor ------------------------ CURTIS DUVALL ELECTRIC 281 HORSETAIL AVE MIDDLEBURG FL 32068 (904) 654-5269 ----------------------- Permit -------------- ELECTRICAL ------------------ PERMIT --------------------- Additional desc . Permit Fee 70.00 Plan Check Fee .00 Issue Date Valuation 0 Expiration Date 12/06/08 ----------------------- Fee summary ----------------- -------------- Charged ---------- - ------------------ Paid Credit --------- ------- --------------------- ed Due --- ---------- Permit Fee Total 70.00 70.00 .00 .00 Plan Check Total .00 .00 .00 .00 Grand Total 70.00 70.00 .00 .00 PERMIT I5 APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. r *, 'j` "'~~ CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD, ATLANTIC BEACH, FL 32233 OFFICE: (904)247-5826 ~ FAX NO.:(904)247-5845 ~~ BUILDING-DEPT@COAB.US - = ELECTRICAL PERMIT APPUCATI~N nllvnl rnllnl-rv 1. JOB ADORE8S: 2. IS TNl A SUB E IT: 3. DATE ~~ ~~Gf~ ll~ /C'c/ ^ NO ^ YES PERMIT #: RO ER O NER: 4. NAME: 5. ADDRESS IF DIFFERENT FROM JOB ADDRESS: 6. PHONE: E LE ICAL CON RAGtC+R: ~~OFCO/ ANY: /G~- ,~. „/~- E S d l` C (`F' ~ , C -f- 2 C B.AD7DR/ESS.: ^n ~~~ _ ) ~ ./' ~ c'S 7 l'~' S l' t Gt ~ ~ ~G C / Y , I~G1/.F ~j/-G ,~ ~ ~v~ vv~ 9. STATE OF FLORIDA LICENSE NO: 10. CELL PHONE: 11. FAX NO.. 12. EMAIL ADDRESS: ~./'it f :pc; %/ ~ ,• ..tip ~ 13. OFFICE PHONE: ~ y 6 J`~ J`~ - 14. 15. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. This permit becomes null and void if work is commenced within six (6) months, or if construction or work is suspended or abandoned for a period of six (6) mon~tih^s'~a~ny time, # r work is co menced. T r'l CONTRACTORS SIGNATURE: 18. CLASS OF WORK: 7. SERVICE: 1 B. METER NUMBER: ^ MULTI FAMILY - # OF UNITS: ^ SINGLE FAMILY `TEMP SERVICE RESIDENTIAL COMMERCIAL ^ ADDITION ^ TRAILOR 19. BUILDING: 19. CURRENT CODE: ^ ALTERATION ^ SIGN ^ REPAIR ^ POOL /SPA ^ OLD ^ NEW ^ REWIRE ^ '05 NATIONAL ELECTRICAL CODE ^ OTHER: LIS T ALL ELECTRICAL WORK: 20. TYPE OF SERVICE: l~OVERHEAD ^ UNDERGROUND ^ UNDERGROUND UP POLE 21. NEW SERVICE: CONDUCTORS PER PHASE: ~_ ^ POWER IS ON "POWER IS OFF 22. SIZE OF CONDUCTOR: AMPACITY: ~~ A ^COPPER ALUMINUM 23. SWITCH OR BREAKER SIZE: AMPS: ~ PH: _~ W: ~_ VOLT: ~`It~ RACEWAY SIZE: 24. EXIST{NG SERVICE SIZE: AMPS: PH: W: VOLT: RACEWAY SIZE: 25. FEEDERS: # of AMPS: # OF AMPS: # OF AMPS: 26. LIGHTING FIXTURES: INCANDESCENT: FLUORESCENT & M.V.: 27. FIXED APPLIANCES: 0-30 AMPS: 31-100 AMPS: OVER 100 AMPS: 28. FIRE ALARM: ^ YES ^ NO 29-31 DO NOT APPLY TO NEW SINGLE FAMILY, MULTI-FAMILY AND ROOM ADDITIONS 29. SMOKE DETECTORS: NUMBER: 30. RECEPTACLES: 0-30 AMPS: 31-100 AMPS: OVER 100 AMPS: 31. SWITCHES: 0-30 AMPS: 31-100 AMPS: OVER 100 AMPS: 3?. A R CONDITION! G: # OF UNITS: COMP. MOTOR HP RATING: AMPS: HEAT KW: # OF UNITS: COMP. MOTOR HP RATING: AMPS: HEAT KW: 33. MO'f0 NUMBER: VOLTAGE: HP: KVA: NUMBER: VOLTAGE: HP: KVA: 34. TRANSFORM 8: UNDER 600V: NUMBER: KVA: OVER ti00V: NUMBER: KVA: 35. MI LANEO B R PAIRS: DESCRIBE IN DETAIL: ~~~ ^ ~~ COAB FORM BLDG02: REVISED: 1/10/2008 CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5826 Application Number 08-00000794 Date 6/09/08 Property Address 80 ARDELLA RD Application type description ELECTRIC ONLY Property Zoning COMMERCIAL, GENERAL Application valuation 0 ---------------------------------------------------------------------------- Application desc NEW SERVICE 200AMP/240V ---------------------------------------------------------------------------- Owner Contractor ------------------------ ------------------------ MCALLISTER CURTIS DUVALL ELECTRIC 281 HORSETAIL AVE ATLANTIC BEACH FL 32233 MIDDLEBURG FL 32068 ---------- (904) 654-5269 ------------- Permit -------------- ELECTRICAL ------------------------------ PERMIT --------- Additional desc . Permit Fee 85.00 Plan Check Fee .00 Issue Date Valuation 0 Expiration Date --- 12/06/08 -------------------- Fee summary -------- -------------- Charged ------------------------------ Paid Credited Due --------- --------- Permit Fee Total ---------- - 85.00 --------- ---------- ------- 85.00 .00 --- .00 Plan Check Total .00 .00 .00 .00 Grand Total 85.00 85.00 .00 .00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. ''"P :. CITY OF ATLANTIC BEACH '1 ; .~~ 800 SEMINOLE ROAD, ATLANTIC BEACH, FL 32233 OFFICE: (904)247-5826 ~ FAX NO.:(904)247-5845 "' BUILDING-DEPT(c~COAB.US ~,~,~ ELECTRICAL PERMIT APPLICATION ~. ~~" . DUVALCOUNTY 1. J ADD S: 2. tS 1 A 8 3. DATE ~~ ~~(,~~ ~~~ ~~ ~Y S PERMIT #: S~ O 6 ZS 4. NAME: ~~ ~~~~ Q ~s / ~~ 5. ADDRESS IF DIFFERENT FROM JOB ADDRESS: 6. PHONE: Al. G GTOR: 7. NAME OF CO PANY: 'I S N ~ %~. i ; c ~ R ~ 8. ADDRESS.; ~ lk~'s~~; c~ ; / .~ve ./dI~<~%/~,fx~ F~ ~ c.-~ 9. STATE OF FLORIDA LICENSE NO: 10. CELL PHONE: 11. FAX NO.: 12. EMAIL ADDRESS: c ; ; ; t~ ~ ~ ~~ ~ , .fie 13. OFF E PHONE: Jv ~--- t ~~. 14. 15. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction, This permit bermes nu nd v ' of commenced within six (6) months, or if construction or work is suspended or abandoned for a period of six (6) months ti e after wor is comme CONTRACTORS SIGNATURE' ,`" 18. CLA$S Ol: WORK: 17. SERVICE; 18. METER NUM9tR: ^ MULTI FAMILY - # OF UNITS: &?'SINGLE FAMILY ^ TEMP SERVICE ESIDENTIAL ^ COMMERCIAL ^ ADDITION ^ TRAILOR 19. BUILDING: 19. CURRENT CODE: ^ ALTERATION ^ SIGN ^ REPAIR ^ POOL /SPA ^ OLD NEW ^ REWIRE '05 NATIONAL ELECTRICAL CODE ^ OTHER: LIST ALL ELEGTRICAL WOi1K: 20. TYPE OF SERVICE: ^ OVERHEAD UNDERGROUND ^ UNDERGROUND UP POLE 21. NEW SERVICE: CONDUCTORS PER PHASE: ^ POWER IS ON OWER IS OFF 22. SIZE OF CONDUCTOR: AMPACITY: D ^COPPER ~LUMINUM 23. SWITCH OR BREAKER SIZE: AMPS: .2~ A PH: I W: ~ VOLT: y C7 RACEWAY SIZE: 24. EXISTING SERVICE SIZE: AMPS: PH: W: VOLT: RACEWAY SIZE: 25. FEEDERS: # OF AMPS: # OF AMPS: # OF AMPS: 26. LIGHTING FIXTURES: INCANDESCENT: FLUORESGENT & M.V.: 27. FIXED APPLIANCES: 0-30 AMPS: 31-100 AMPS: OVER 100 AMPS: 28. FIRE ALARM: ^ YES ^ NO 29-37 DO NOT APPLY TO NEW SINGLE FAMILY, MULTI-FAMILY AND ROOM ADDITIONS 29. SMOKE DETECTORS: NUMBER: 30. RECEPTACLES: 0-30 AMPS: 31-100 AMPS: OVER 100 AMPS: 31. SWITCHES: 0-30 AMPS: 31-100 AMPS: OVER 100 AMPS: 32, AIR CONDIT ON1N # OF UNITS: COMP. MOTOR HP RATING: AMPS: HEAT KW: # OF UNITS: COMP. MOTOR HP RATING: AMPS: HEAT KW: 3~. MOTO NUMBER: VOLTAGE: HP: KVA: NUMBER: VOLTAGE: HP: KVA: 34. _ . S , UNDER 600V: NUMBER: KVA: OVER 600V: NUMBER: KVA: 35. E S: DESCRIBE IN DETAIL: COAB FORM BLDG02: REVISED: 1/1012008 ~ !` ~ ~~ ~ y-' , J `'~f \~I ~~ - ~ ~ ~~~` ~ ~~~ City of Atlantic Beach Building ~~ >. ~ .:~ Y~~;.- Department Certificate Of Occupancy This Certificate issued pursuant to the requirements of Section 110.2 of the Florida Building Code certifying that at the time of issuance this structure was in compliance with the various ordinances of the City regulating building construction or use. For the following: Date: November 15, 200b Owner: Beaches Habitat Address: 88 Ardella Rd., Atlantic Beach, FI 32233 Construction Type: Wood Frame Use Classification: Duplex/Multi-Family Permit Number: 46-32964 ...~~~ , DAVID HU BUILDING # • f ~ J ~, f- f °~~ / '-'~ -_~ -~; CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 24?-5826 Application Number 06-00033208 Date 6/13/06 Property Address . 88 ARDELLA RD Tenant nbr, name NEW SERVICE 150AMP/240V Application description ELECTRIC ONLY Property Zoning TO BE UPDATED Application valuation 0 Owner Contractor ------------------------ ------------------------ BROOKS & LIMBAUGH ELECTRIC CO 42 WEST 8TH STREET ATLANTIC BEACH FL 32233 (904) 241-9051 ---------------------------------------------------------------------------- Permit ELECTRICAL PERMIT Additional desc . Permit Fee 95.00 Plan Check Fee .00 Issue Date Valuation . 0 Fee summary Charged ----------------- ---------- Permit Fee Total 95.00 Plan Check Total .00 Grand Total 95.00 Paid Credited Due 95.00 .00 .00 .00 .00 .00 95.00 .00 .00 PERMIT LS APPROVED ONLY IlY ACCORDANCE WITH ALL C17'1' OF ATLANTIC BEACH ORDIlVANCES AND THE FLORIDA BIIILDING CODES - - x - CITY OF ATLAI~ITIC BEACI~ -~ '- ~ ELECTRICAL PERMIT APPLICATIOZOT ____. Date: t/~7~~~ Property Address: ~ gr~ ~ R DELL-0 ~~ ®wner:~~c-~.~-cam ~/~~ Telephone #: ~ ~1-122 ~~.._ ~ , ~ Contractor: ~,av~,~ ~- ~ ~ ~T_ Telephone #: '/~/- ~'~ % Contractor Address: ~ ~~ ~ ~ ~~. Fax #: Contractor Si nature: ~i In consideration of permit given f oing th accordance with the attached plans and spec ordinance and standards of hood ractice liste work escribed in the above statement, we hereby agree to perform said work in nations which are a part hereof and in accordance with the City of Atlantic Beach therein. Building: I New n Old ~ Re-wire Building Type: D `T'railer ~ Residence ^ Temp. ^ Commercial ^ Signs ^ Addition Sq. Ft. Service: ~ New O Increase ^ Repair If other construction is being done nn this building Or site, list the building Per.~nit run:be:: Conductor Size: AMPS: -S~ COPPER ALIJMINIJM Switch or Breaker AMPS /.Sv PEI ~ W VOLT .Z ~ -~ RACE WAY Existing Service Size AMPS PH W VOLT RACE WAY Meter Number Feeders: NO. SIZE NO SIZE NO SIZE Lighting Outlets CONCEALED OPEN Rece tacles CONCEALED OPEN Switches Incandescent Fluorescent & M.V. Fixed 0.100 .A]ulpS OVER BELL A liances TRANSFER. Air Conditionin H.P.RATING COMP. MOTOR H.P. RATING OTHER MOTORS AMPS CEILING HEAT KW-HEAT Motors 0-I H.P. VOLTAGE PH NO. OVER 1 H.P. PHS UNllER600V OVER600V Transformers NO• KVA NO. KVA No.Neon_Transf. Ea. Si ivtiscellaneous _~~„j ,a{,,,~ ~_ _ / J G/NlL' ~ -_ 800 Seminole Road • Atlantic Beach, Florida 32233-5445 Phone: (904) 247-5800 - Fax: (904) 247-5845 • r:t;:: - 't:~ ;:i' -b°°~^ _._ Revised 1i04