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Home My WebLink AboutSUBMITTED PAPERWORKSECTION: o4 TOWNSHIP: a�J RANGE: ZONING: / E �Z LAND USE: 2s LOT CVG %: FLOOD ZONE: / FIRM MAP #: % qZ6 1 ST FLR ELV: CST TYPE: OCCP TYPE: /C.3 MAX. OCCP: WATER: I N, — I SEWER: I /I I , _ I SPRINKLERS 71 Y I TAZ NO.: MAX HGT: # OF FLRS: STORMWATE I II a R LOT OF REC (befr 1/90) LOT OF REC (aftr 1190) LOT SPLIT LOT SPLIT REO'D APPRV'D ' DECAL I2L LIBRARY IJ 1 �'z PARKS f��) _ PERMIT NUMBER IMPACT FEE IMPACT FEE (r'/ FEE REPORT PUBLIC BLDG -Z HABITABALE RADON FEE CODE Iy� IMPACT FEE (_AREA N ��• l(J (RADON) jrn'�J/�b It1�1['I ^ Y IN GROSS ROAD Ys yea CREDIT TOTAL ROAD IMPACT ZONE IMPACT FEE U ✓ I IMPACT FEE DUE y N s - SCHOOL- CREDIT -- -:: �r•'.� 2 .; TOTAL IMPACT FEE �1z� s - SCHOOL IMPACT FEE POLICE FEE I �'1 a I I FIRE FEE MISC FEES: TOTAL law POLICE/FIRE/ MISC. FEES ADDITIONAL Y N SPECIFY: L✓11q `ff TOTAL ALL PERMITS REO'D /{J Q FEES REVIEWS ZONING ZONING PLANS ' VEGETATION SEA MANGROVE . REVIEWED BY EXAMINING TURTLE DATE COMPLETE AD I S INITIALS 1. 2. 3. 4. 5. 9. 10. 11. SETBACKS (ACTUAL) FRONT: I BACK: J., RIGHT: '; LEFT SIDE •�? SIDE 12. E OF C N RUCTION (Check all appropriate boxes) ✓NEW CONSTRUCTION [ EXPANSION/ADDITION INTERIOR RENOVATION (/RESIDENTIAL I COMMERCIAL„ I INDUSTRIAL IJ/�s t 6 OTHER (SPECIFY) . 13. DESCRIPTION OF PROPOSED USE.'��'Y6yLcQ.£�kN-""�I" r 14. Sq. Ft./CONSTRUCTION: 15. Sq. Ft. Ist Floor: 16. VALUE OF CONSTRUCTION. The value of construction is used to determine the amount of permit fees to be assessed. St. Lucie Canty reserves the right to question and/or modify the indicated value of construction if it is demonstrated that the submitted figures are not consistent with similar types of construction activities. If the value is $2500 or more, a RECORDED Notice of Commencement must be submitted with this application. SLCCDV Form No.: 001-02 OWNER INFORMATION PHONE (DAYTIME) CONTRACTOR INFORMATION PHONE (DAYTIME): (?�2a �.`33y-'g`S79 FAX NO. '7?2—;Z.3 t%^`itl 7 email: ARCHIT/ENGINEER: 0A A ` ADDRESS: 0 t t CITY: P rtt k. Utt-k PHONE (DAYTIME): ('11j %31; Di7' BONDING COMPANY: ADDRESS: CITY: MORTGAGE LENDER: ADDRESS: CITY: STATE: STATE: n%j STATE: ZIP IMPORTANT NOTICE: When a permit is issued and it is not picked up within 60 days after notification it will be voided and returned to you by mail. CERTIFICATION: This application is hereby made to obtain a permit to do the work and installations as indicated, and to obtain a certificate of capacity, if applicable, for the permitted work I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits may be required for ELECTRICAL, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AND AIR CONDITIONERS, ETC., not otherwise included with this building permit application. The following building permit applications are exempt from undergoing a full concurrency review: room additions, accessory structures (all types), swimming pools, fences, walls, signs, screen rooms, utility substations & accessory uses to another non- residential use. NOTICE TO OWNER: FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE. TO APPLICANT: AS THE APPLICANT FOR THIS BUILDING PERMIT, IF IT IS NOT YOUR RIGHT- TITLE, ANDINTEREST THAT IS SUBJECT TO ATTACHMENT; AS A CONDITION OF THIS PERMIT YOU PROMISE IN GOOD FAITH TO DELIVER A COPY OF THE ATTACHED CONSTRUCTION LIEN LAW NOTICE TO THE PERSON WHOSE PROPERTY IS SUBJECT TO ATTACHMENT. OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. J-,e-L Z✓tn/'r,..tlZ OWNER/CONTRACTOR SIGNATURE CONTRACTOR SIGNATURE STATE OF FLOP IDA COUNTY OF , OTc�r rn STATE OF FLORIDA COUNTY OF MO r�n The foregoing instrument was acknowledged The foregoing instrument was acknowledged before me this day of, 200by b ore me this day of tit , 20rby (xr; nr ,who is personally ;++1!.nwho is personally known to me or who has produced known to me or who has produced a identification. 1s, Li`�` as identification. Si tureofNWary Si atureofNotaryCL - \en>1 Type or $kA&AaNbl1c - Sfafe of Florida T JENNIFER . GEORGE MyConmk4onE:�res5ep11,20D7 ,-o""Y P`a''• Notary Public-Staf odds Commis Com_miss(�MpD 249150 c _, ��- 2W7 °;;;•" Bonded ByNaHona.NotaryAssn. - ' '-; '�= Commission # DD 249150 " OIk Bonded Na Iona of NOTE: TWO (2) SIGNATURES ARE REQUIRED. EACH SIGNATURE G FOR THIS BUILING PERMIT AS AN OWNER/BUILDER, THE OWNER MUST PERSONALLY APPEAR TO SIGN THIS APPLICATION IN THE OFFICE LISTED ON THE FRONT OF THE APPLICATION. For specific instructions see appropriate permit checklist. 09/30/2008.08:26 FAX 772 489 66758 L GALE INSULATION .-a �5 1@ 001/001 1NSCO Contractor Services Gale Insulation CERTIFICATION OF INSULATION R- 30 INSULATION R4STALLED ON EXTERIOR WALLS R-_Iq INSULATION R4STALLED IN CEILING AREAS LEGAL: Lot 10 Block Sub -Division PERMIT #: JOB ADDRESS: /a075 S. _Tndlol� Rf'tler Dr, I:t1il410:ii GALE W/O: IYY3, 1y ATTESTED BY: L w k44� DATE: 30--a H� 3601-A CROSSROADS PARKWAY • FT. PIERCE, FL 34945 FT. PIERCE (772) 465-9191 • VERO BEACH (772) 5e9-1514 • STUART (772) 283-3151 • FAX (772) 459-5758 comity ln�� 23WVftfsjubtAvwM (772)461-2172. 124 A AMIN ku.Ntal I � $log v FWCONMOL PEST COMROL MXNW We, the NvAawlp4 har&Y catTy find we have pre&92W dw sbuTe4wArRwd csnsbucdm for tuuno in wmrdmm VrM the stwWM* of the National PeA CAMml Anvdafiem Cheer iOW: - ..n6K FBC30426 A w=*wMffsM*PkftP*Sft st 04 JVDTN.-a�oshe' lamnwtbu pk �gnatnre of exterminator 01i30/2008 10:54 7723346057 ARK HOMES CONST INC PAGE 02 January 30, 2008 7#O'Bcoq- RE-,: Building Permit Numbcr 0409-1125 St. Lucie County Code Compliance Division 2300 Virgmin Avenue Pt. Pierce, FL 34982 Attention: Christ Lcstrange Dear Chris Ustrange: I ray 4 I am requesting an wnc9sion of the above tc£eteneed residential building permit for my client Sharon Evinrude, through the date of 7/5/2008- If there are any questions regarding this extension please contact me at (772) 334-8379 or (772) 708.9714. Thank you for your time and consideration. Sincctely, Ronald A. Brittian President Arlc Homes Construction, Inc. ReceIt'Zo BAN 3 0 2008 St. Lucblle le W ks ^h5 F` L AIIK fiO At liS CONSTRUCTION, INC. 2323 Nr� MARI-TIPARY LN J6NSFN 133,ACN, Pi. aa957 11e/24/2006 14:36 772462[.^"9 SLC INSPECTIONS _ PAGE 01/02 Date: /al. / 6 - -7LY- osC) 9 St. Lucie County Building & Zoning Depa 2300 Virginia Avenue Fort Pierce, FL 34982 772-462-2I65 Fax 772.462-6443 Request for 30-Day Temporary Power Release DEC 18 Permit Number: Sf.C-©5'O9-Jl2S Property Address: ?S n an h9k r At. Se.4sen lst.fdL a, THE UNDERSIGNED HEREBY REQUEST RELEASE OF ELECTRICAL POWER TO THE ABOVE DESCRIBED PROPERTY, FOR A, PERIOD NOT TO EXCEED THIRTY (30) DAYS, FOR THE PURPOSE OF TESTING SYSTEMS AND EQUIPMENT IN PREPARATION FOR FINAL INSPECTION. IN CONSIDERATION OF APPROVAL OF THE REQUEST WE HEREBY' ACKNOWLEDGE AND AGREE AS FOLLOWS: 1. This temporary power release is requested for the above stated purpose only, and there will be no occupancy of any type, other than that permitted by construction during this time period. 2. As witness by our signatures, we hereby agree to abide by all terms and conditions of thls agreement, including Building Division Policy, which is Incorporated herein by reference. 3. All conditions and requirements listed.in the attached document entitled "Requirements for 30 Day Power for Testing" have been fulfilled and the premise is ready for compliance inspection. 4. All requests for an extension beyond 30 days must be made in writing to the Building Official stating the reason for the request. Pnwer may be removed from the site and/or a Stop Work Order issued if the Final Inspection has not been approved within 30 days. A fee of $100.00 will be required to lift the Stop Work Order. WE HEREBY RELEASE AND AGREE TO HOLD HARMLESS, ST. I UCIE COUNTY, AND' THEIR EMPLOYEES FROM ALL LIABILITIES AND CLAIMS OF ANY TYPE OF NATURE WHICH MAY ARISE NOW OR IN THE FUTURE OUT OF THIS TRANSACTION, INCLUDING ANY DAMAGE WHICH MAY BE INCURRED DUE TO THE DISCONNECTION OF ELECTRICAL POWER IN THE EVENT OF VIOLATION OF THIS AGREEMENT. d � t+.�rt. C ✓� /Z-f2, 04/23/2007 11:08 7723346057 ARK HOMES CONST INC PAGE 02 \ 9 Ark Homes Construction, Inc. 2323 NE Marlberry Lane Jensen Beach, FL 34957 April 23, 2007 St. Lucie County Building Dept. 2300 Virginia Avenue Ft. Pierce, FL 34982 RE: Evinrude Residence, 12075 Indian River Drive, Jensen Beach Please extend (SPR) building permit # SLC-0509-1125 for an additional year until 1 /05/2008. Ark Homes Construction, Inc. is working with Sharon L. Evinrude (Owner) at her pace. She has made quite a bit of progress as of late with her selections, If there is a need for more information or any questions please call Ron Brittian at 334-8379. Thank you, Ronald A. Brittian President qPR ? 3T00j AZT- N,SF` ya3,G� Code Compliance Division 2300 Virginia Avenue Ft. Pierce, FL 34982 Phone: (772) 462-1553 Fax: (772) 462-1148 httpJ/stiucleco.gov/ce 04/23/2007 10757 ARK HOMES CONSTRUCTION INC BRITTIAN RONALD ALLEN 265 NE BLAIRWOOD TRACE JENSEN BEACH, FL 34957 RE: BUILDING PERMIT NUMBEF 0509-1125 NEW EXPIRATION DATE: 01/05/2008 DEAR APPLICANT: PERMIT RENEWAL NOTICE - CONTRACTOR YOUR REQUEST FOR AN EXTENSION OF THE ABOVE MENTIONED PERMIT HAS BEEN APPROVED. AFTER THIS DEADLINE, ADDITIONAL EXTENSIONS WILL NOT BE GRANTED. PLEASE BRING THIS LETTER ALONG WITH A RENEWAL FEl $150.00 TO RENEW YOUR PERMIT. IF YOU HAVE ANY QUESTIONS, PLEASE CONTACT OUR OFFICE AT (772) 462-1572. SINCERELY, Raymond Wazny Building Official Code Comp0ance Division Contractor Certification Data Entry 2300 Virginia Avenue .' *- -: •. Ft. Pierce, FL 34982 T',. Phone: (772) 462-1553 Fax: (772) 462-1148 httpd/stlucieco.gov/ce Company Naive; ARK HOMES CONSTRUCTION INC 'd IPhone (772) 334-7076 eM F'.O OORigBusmess As" ARK HOMES CONSTRUCTION INC ". Moblls. ( ) - _ - ;Pager a 'fin... ` y'. .... #;, '^'• Address:: 2323 NE MARLBERRY UN 'Email'. 7ity' /State`%'Zlp'JENSEN BEACH FL 34957 ire�t'bompany-Name. :,- OtynersbiP Ve `a ""' ,n�"" •'`,`• s' �'.. a r w m Information d Qualifier v , 'r' 'v' _. ,ra ., _. , , ____ . e �. "'' '° QualifierNam. •' BRITTIAN RONALD ALLEN - .R$, Crs`County Re gtstretionlCeftjficaUon.l„umber BRITTIAWRONALD ALLEIJ State,# ' Address 1265 NE BLAIRWOOD TRACE .. ' "• '" '� `• cltyl State/p JENSEN BEACH FL 34957 'd ' '' '�;k - Phone (772) 334-7076 Faxw ( ) Ce�fication.Comment`Shouid Be Reviewed for Permit - F- iCertification InformationRegistration' i ',-!R'.o .,,,..xCompetenoy,Card ExtionDate Staius and Wallet Cards > �..,. :}, •- r:. - .- d;, k ,.: YP?..�.... pva ,, late Certificate 08/31/2006 Ij Hold " CountyCertificate 08131/2007. ` Active State Certificate =: 08i31/2006 •,- i k t' ` Class,Code General Certified Date Applied 09/27(2004 ".u`�i=. Dafe Start � .pie Date Renewed, k y$y rr Rer wal ❑ ° active -Pee Applied ❑ iAi i q i e t. :4x al y e p k � s' i 1 TRANSMISSION VERIFICATION REPORT TIME : 04/23/2007 04:24 NAME : ST LUCIE CO FAX : 7724621735 TEL : 7724621735 SER.# : BROL4J150022 DATE,TIME 04/23 04:21 FAX NO./NAME 817723346057 DURATION 00:02:43 PAGE(S) 02 RESULT OK MODE STANDARD ECM J�'•r:f�>'tfitP UO Code Compliance Division 2300 Virginia Avenue Ft. Pierce, FL 34982 Phone: (772) 462-1553 Fax: (772) 462-2522 http://stiucieco.gov/ce Date: 26 April 2007 Job Address: 12075 INDIAN RIVER DR Received By: counselb Paid With: ck Paid By: sharon 1 evinrude Building Receipt Receipt N: 0000053507 'errnit Number. SLC- 0509-1125 Amount: S150.00 �redit Card Number: Check Number: 1164 Sign: , rw QUALITY ENVIRONMENTAL CONSULTANTS, INC. Get the 411 on Mold September 20, 2006 St. Lucie County Florida Public Works Department, 2300 Virginia Avenue Ft. Pierce, FL 34982-5652 Code Compliance Division Attention: Mr. William Logsdon, Building Code Supervisor RE: 12075 Indian River Dr. Jensen Beach, FL 34957 �ir.'tift�50�3�1t1 t. Lucre « •'. Dear Mr. Logsdon, Providing healthy environments from houses to hospitals and everything in between. LF ECEI Fp 2006 On September 20, 2006 technician Evan Thomas and I visited the building site located at 12075 Indian River Drive, Port St. Lucie for the purpose of inspecting the site for mold due to a roof issue. As you are aware the building site is a 2 story single family home that is in the open air construction stage with the A/C unit(s) not installed. The roof, windows, and doors are installed, with the exception of the garage door. The interior of the building has the 1st floor wood stud walls, 2nd floor joist and 2nd floor wood stud walls in place. There was no insulation or dry wall in place at the time of the inspection. We conducted a visual inspection in accordance with the ACGIH standards of the entire structure and found there to be a small water stain in the north end of the structure above the north wall. There was no visible mold found at the time of the inspection. Moisture levels within the wood inside the structure were found to be below 15% which is within industry standards. With the moisture levels in check and no visible mold at the time of the inspection, it is my opinion that the structure is fit for the next stage of construction. Should you have any questions, or require any further assistance on this matter, please do not hesitate to contact me. Respectfully Yours, Gerald Lee Maples, CIE, CMR Toll -Free: 866-411-MOLD Office: 561-422-8822 Fax: 561-784-9986 vvvvw.QEC411 mold.com 931 Village Boulevard, #905-268 West Palm Beach, FL 33409 Member IAQA • ACGIH • EEF • ESA Licensed & Insured fA '. SEP 21,2006 10:18 Quality E', mlamental abl-lov-"Ut) rays: . L.ic v QLIALITY ENVIRONMEMAL CUN$LII.TANTS, INC. Yruviclirr,G hrdllht: rnv+Nnrnuays Ntun ld uitq. Get she 411 on Mold to ho pirnls .utrl cvarpolhtf; io (u •nvrvvr ®� I RF-CFIVED '04 I SEP 2 0 '[006 FaxIBY: to t 1 6-16-, COMM To: `, r. rv� to C From: 1� a7 cn mmm CorrFplatyt j'Q O-OiL KQQ A ' %' , Quality Environmental Consultants, Inc. Phone: 7 % "' cY $ .• _ ! 10 Dater ..__ Fme -7 7 a '- Pages: 3 (Including Cover Page) �,` •�-,5� U Urgent Cd For Review n Please Comment ❑ Please Reply ❑ Please Recyclo • Comments: 1 d0 7-5- 1JtG�� Gh �� ✓Pr �Jr, Paogio RooMg Co. 808 S.E Dbdo HWy, MUM F134984 AC 561.2e3.7663 Silptetn 0 Intl 1, ve: flld -911 •Mf Al I f Wire, 1.1,1 -122 0322 r t.: 'iLl -711.1.91W W W W.QEC411 muld.caul vllkljit• Huulesnd, 971Y. Voll Wcsl P41111 Hem 11, 11 t W09 M<anhtp W IA • M GII I • FIT • L$A Li,umb d 5 6inmel £0/EO'd BZ:£Z Z002—Z0—NUE I, £e'd ldioi QUAI11Y F:NVIHONMENTAL CONSULTANTS, INC. (apt the. 411 on Mold SLplcmbLr 20, 2006 St. Lucie County Florida Public Works Department, Code Compliance Division 2300 Virginia Avenue Ft. Pima, FL 34982.5652 Attention: Mr. William I.ogsdon, Building Code Supervisor RE: 12075 Indian River Dr. Jensen ReaL:h, FL 34957 Permit 110509-1125 St. Lucie Co. Dear Mr. Logsdon, 1'ruvitfin� OC.Illhr cm nvnmCnla lwur 11.,11••!;• rn bn.pnals and rez�n rhulq rn Drrn ran. RECFJVED SEP 2 0 'LUU6 BY:_� on September 20, 2006 technician Evan Thomas and I visited the building site located at 12075 Indian River Drive, Port St. Lucie for the purpose ol•inspcuting the site fur multi due to a roof issue. As you arc aware the building site is a 2 story single family home that is in the open air construction stage with the A/C unit(s) not installed. '1'hc roof, windows, and doors arc installed, with the exception of the garage door, '!'lie interior of the huilding has the I' floor wood stud walls, 2"`I floor joist and 2" floor wood stud walls in place. Thcro was no insulatiun or dry wall in place at the time of the inspection. We conducted a visual inspection in accordance with the ACGII I standards of the entire structure and found there to he a small water stain in the north and of thu structure above the north wall. There was no visihle mold found at the time of the inspection. Moisture levels within the wood inside the structure were found to be below 15% which is within industry standards. With the moisture levels in check and no visible mold at the time of the inspection, it is my opinion that lhu structure is lit liar the next stage of construction. Should you have any questions, or require any further tw4stance on this matter, please do not hesitate to contact me. RespcvUlilly Yours, i Gerald I= Maples, CIC, CMR Tull-rua ; :ads-•III-�Il III 1 Idr ;GI 'ill •1, 1:1f, N9. ��•.1!Ic II Inmk I u"n IIiI \'ilt11, Hu"L•r.m1, e1111i;Ill Var,l V11n, Bc;1111' 11040Y LI .n.rll ,, IIDIm,! £0i£0'd BE:£i; EEO—zO—NHf -.� r .e., h i �'' t 1� •:'. 5.'ll.-•:1L[h ^�ily•Y' '~?.'i'l d. .... . , : Ill - y COMPLETED 1>°{jg ;• 7Ne tlflb i diwftttlbrie shall be """ "� ff ke Ibb viriiF be accepted .... :._ .fit Ab ---� /_ ...... .... ��%� `e',E' h.1bi tTo/P L'� 6 Y - p� x- ur P. i / •S ei 7 ✓1:�vI ��+i�Kea� /e �rr 7-r7 ` f e z5 .: ... t ^'. S. T_�-t %¢ y '.•;:'U,u / i �� r4ol i S Ca a�die Jri•.ef'_ ?..: t CcrC IL I, D - - William Logsdon lI" leas G,V;..:"; .'•,Si7G4✓P ." UJni-Frr SJx.7r.° :Fl Buil&ngCode — Srrpe'visor, _?rC�.r l�r �i'.r...xrf :.•�s%%/�ir/5-cr, �.�'c .. :r .: I�' It PUBLIC WORKS DEPARTMENT CODE COMPLIANCE -DIVISION • `..... - : ? 2300 Virginia Avenue 3-V - -201 It is unlawful foi::an .Gprpan!or, Contractor, Buflder, or other persons, flooring, of the work with loth, ;' , Ft. Pie[ FL 34982-s6S2 Sons �`. Ph. (772) 462-llfii3 ,'lath eorto th o'r other mu1 �dY V fit tha pyrope :inspector ha, had ample ��'� 8t.1Raie.fl,us Fax (772) 462-6443 ,.t;t toapprove Adid(difApn4cFgoiro#oitshayebean.mdtie,;wll' Building,.'.:'.i..":AltBr.addkiodsor:eoiredfoos have been moda,:call Building. 'Deppr.,tmahl:fnr mn.:ir(! bd;".Ff91d i1ltlte�t6rSoie in`Ihe'oFFice:frrlm" ctt, 'Qepurhrtilnf I' lor'pb inspection: Field innp'eilor'S are in flie-office-From To' •• :onildy throng♦,' Friday. :. to Monday through Friday. , 'PLUMBNG RECEIVED. PLUMBING B.4 BLDG, PRESS'4ARD-L15E.BALL'Pdthi-T'PEN . SEP 2 0 2006 etEc B-A BLDG BY: ALL POINT PEN v c £0i10'd LZ:£Z Z00Z-Z0-NUf ; ,k �z5 St Lucie Ca 2300 Virgin F-t Pierce, F (772)462-2172 I PEnW # L2S®4 —UZ5j-os DPR PEST CONTROL CONTRACTOR SOUTHCOAST PEST CONTROL INC. PEST CONTROL LICENSE # JB 110518 We, the undersigned, hereby certify that we have pretreated the above -described construction for sabte I can termites in accordance with the standards of the National Pest Control Association. Square feet of area treated. • 3 $/� Percentage of solution- Date of treatment: IJ FooiLYg 1st Treatment ❑ Re&eat U/slab I 1st Treatment Q Re-i m U Driveway ❑ 1stTteatment ❑ Re -mat ❑ POOLS ❑ 1st Treatment ❑ Re -treat 0 Other ❑ 1st Treatment ❑ Re -treat Chemicals used: Total gallons used: Yi5b, Time of Treatment: 1203 A phCate ream m C4rhj po�g board shack bdprovfded toreceive duplicate Tieam:mt Certifwutes as mdc regmrtd protective completed prn 4ding a cWjbr=kpersnThe peen & t rated t o e am, anothercopyfortheb=1&n8p�f provide the pmductuse4 rde ady ofthe applicator, time and date ofthe treat en& site lacx=4 area traded dxmfed rued parrot concadrotlon and wrnber ofsalhms rased to ermubh a periiMle re cord ofprotec&e dmunmtlfthesod dmdaalbamermeduWjbrtu-RmVprdv6iiionau.nm4 fmal a sawrvnWmmt AW be mmpteted prwrwftrml bniUM approval St Lude Cori tY requires for the final inspection for CO, a Permanent sacla:r to be placed on the electrical PKad b" cover, r0fi°°g an the tmeatnts and dates afappucatiom ❑ Perimeter for Final Inspection a . , a.41 M NOTE: There must be a completed form for each rrequwed treatntentorre-treatment and thisform must be on thejob site to be picked rip by the ittspedor at tune of each inspection or the scheduled inspection tvili Andaman & Associates, Inc. 460 NW Concourse Place, Unit#1 Port St. Lucie, Florida 34986 (772)878-0072 FIELD DENSITY REPORT DATE OF TEST: 1/24/06 PROJECT: 12075 Indian River Drive / Pe 't # 0509-1125 SUBMITTED TO: Ark Homes FC3 01 2006 ,6e3 County Publ!o Y FILE NO.: 06-5518 (MAXIMUM DENSITY DETERMINED IN ACCORDANCE WITH ASTM D-1557/AASHTO T-180) (FIELD DENSITY DETERMINED IN ACCORDANCE WITH ASTM D-2922/AASHTO T-238) f- - _ - -_ r Locaflom �'OMC -- I ; IMax Density Moisture l afttm of,Uensrty 'Field %of iMax -- I job Elevation - . 12 Housepa8 Fill i (o/) Itilft a :,teat / -_ - 'sio C,. :S 1 Center of Garage Floor Slab 13.0 107.9 10.5 115.3 100+ 95 0 to -12" 2 10' E and 10' S of the NW Corner 13.0 107.9 8.7 110.0 100+ 95 0 to -12" 3 10' W and 10' S of the NE Corner 13.0 107.9 5.3 106.3 99 95 0 to -12" 4 Center of Housepad 13.0 107.9 11.6 108.6 100+ 95 0 to -12" 5 10' W and 10' N of the SE Corner 13.0 107.9 11.7 1 113.3 1 100+ 1 95 0 to -12" F-soil directly below subgrade; SBP-soil below pavement; GA -soil in general compacted area; PSSG-stabilized subgrade; NSSG-non stabilized subgrade; PAV-soil below stabilized section; FS-soil under Floor slab; NG-natural ground; TOP -top of pipe; BOP -bottom of pipe; NAVD -North American Vertical Datum Ernest Af x Ill, Vice Prdsl nt FL Reg. No.'15837. S AS MUTUAL PROTECTION TO OUR CLIENTS, THE PUBLIC AND OURSELVES, ALL REPORTS ARE SUBMITTED AS THE CONFIDENTIAL PROPERTY OF CLIENTS AND AUTHORIZATION FOR PUBLICATION OF STATEMENTS, CONCLUSIONS OR EXTRACTS FROM OR REGARDING OUR REPORTS IS RESERVED PENDING OUR WRITTEN APPROVAL. 125.0 120.0 115.0 O U. 110.0 U ro 7 U W a i 105.0 z a w } 100.0 O 95.0 90.0 85.0 A'raaman & Associates, In'.. 460 NW Concourse Place Unit Port St. Lucie, Florida 34986 772-878-0072 PROJECT: 12075,Indian River Drive DATE: January 23, 2006 REPORTED TO: Ark Homes FILE NO.: 06-5518 Moisture -Density Relationship OPTIMUM .rr..• . . ■ ■ ■ ■ ■ ■ ■■ ■■ ■ ■■ ■ ONE ■ ■ ■■ ■■■■MEMO ...C. ■�'■■■ ■ ■■■.■■■■e■. ■■■■■■■■C■= :� C ..■ .■■ ]F1b5"x3t.�c SUMMARYdOF,�TEST RESULTS�?- SAMPLE NO. 1 SAMPLED BY/ DATE SP / 1-23-06 SAMPLE LOCATION Pad Composite TEST METHOD ASTM D-1557 MAXIMUM DRY 107 9 DENSITY (PCF) OPTIMUM WATER 13.0 CONTENT(%) LIMEROCK BEARING RATIO (% ) SOIL DESCRIPTION: Dark Brown Fine Sand with Trace of Hardpad 5 10 15 20 25 30 35 WATER CONTENT- PERCENT.OF DRY EIGHT r, By r 681 A. Cox III, P.E. Florida Registration N0.15837 AS A MUTUAL PROTECTION TO CLIENTS, THE PUBLIC AND OURSELVES, ALL REPORTS ARE SUBMITTED AS THE CONFIDENTAL PROPERTY OF CLIENTS AND AUTHORI- ZATION FOR PUBLICATION OF STATEMENTS. CONCLUSIONS OR EXTRACTS FROM OR REGARDING QUR REPORTS IS RESERVED PENDING OUR WRITTEN APPROVAL. V.I Building Receipt Code Compliance Division 2300 Virginia Avenue FL Pierce, FL 34982 Phone: (772) 462-1553 Fax: (772) 462-1148 Date: 30 September 2005 Receipt 4: 0000026205 Job Address: 12075 INDIAN RIVER DR Permit Number: SLC- 0509-1125 Received By: counselb Amount: 5175.00 Paid With: CK Credit Card Number: Check Number: 11910 Paid By: ARK HOMES CONSTRUCTION INC Sign: L R. St. Lucie County Building & Zoning 2300 Virginia Ave Fort Pierce, FL 34982 BUILDING PERMIT SUB -CONTRACTOR SUMMARY will be using the following sub -contractors for the (Conipany/ludividual Name) project located atO7S S. . . .... (Street address or Property Tax ID #) It is understood that if there is any change of status regarding the participation of any of the sub -contractors listed below, I will immediately advise the Building and Zoning Department of St. Lucie County. St. Lucie County/ Trade Name of Company/Contractor State of Florida License Number Electrical . . . . . .. . .... .. ........... ............ ...... . ............. . ... ...... ....... ... ....... ... .. ..... .... ... Plumbing -r-vlv_ 7p6n6(no ........... ..... . ... . .......... .. ...... 7_0 V111 IIVAC/ i C ub�� Mechanical ... . . . .... ......... ... .. ...... .......... ....... C A Roofing, 16.7: Gas.. .... ........... ... .. . .......... ... . PERMIT I ISSUE DATE: NUMBER: 1 ST. LUCIE COUT,,--'( DEPARTMENT OF COMMUNITY DEVELOPMENT BUILDING PERAW SUB -CONTRACTOR AGREEMENT St. Lucie -County -Contractor Certification Number. IV JVl i7 State of Florida Certification Number (If applicahie):� N11NNtikiNN 1N1NNM1M1N1Nf has agreed to be the Eu—c7Te-ku L. sub -contractor for Am E��NST• (type of construction trade) (name of the prime contractor) for the project located at 1�L(n S , _2��ax> Wk _C _S>0 It is understood that, (street address or property. tax ID #) if there is any change of status regarding our participation with the above mentioned project, I will immediately advise the Community Development Department (Growth Management Division) of St. Lucie County by personally filing a Change of Contractor Form (SLCCDV FORM NO. 004-00). efNf Mif iNNN�ef1N1NNfNN1N11R1N111t11NHff1lfliN1Nk1111NN1N1111NNN BUSIN SS QUALIFIER (original signatures required): mr)TI460 CDbtL V-P, si na ure print name business name: address: city,state,zip: phone: PERMIT # I I ISSUE DATE date SLCCDV FORM NO.: 002-00 SS o'N NOLLVOINMMOD LT o 11 U Lo . e i 'onv An/l"� Ellr)c� ST. LUCIE COUNTY PUBLIC WORKS BUILDING & ZONING DEPARTMENT BUILDING PERIMIT SUIT-COINTRACTOR AGREEMENT St. Lucie County Contractor Certification Number: State of Florida Certification Numbe� (Uapplimble): have agreed to be the (Company t fY-N r-)'a-nCa shb-contractor for fiP-1Z '/40Lld F/ EtL6 71,C , (Type of Trade— I (Primary Contractor) for the project located at Up"•js `nd'1C� t'1 �t UCX C7Y (Project —Street —Address or`Property Tax ID #) It is understood that, if there is any change of status regarding our participation with the above mentioned project, I wil� immediately advise the Building and Zoning Department of St. Lucie County by personally filing a Change of Contractor notice. (Form: SLCCDV No. 004-00) I BUSINESS QUALIFIED (Name of the Individual shown on the Contractor's License) ORIGIN'A SIG\ATl RES ARE REQUIRED ' F� � d R � 1-ciK a o ATURE I PRINT NAME DATE Business Name: Address: City/State/Zip: Phone: OFFICE USE O " W�i .� 1 � PERMIT N ISSUE DATE ST. LUCIE COUNTY PUBLIC WORKS BUILDING & ZONING DEPARTMENT BUILDING PERMIT SUB -CONTRACTOR AGREEMENT St. Lucie County Contractor Certification Number: 1t� D aL 4 C) State of Florida Certification Number (if applicable): ..C!li•>'dZ (73 L° \Qssl c �o rt.fy have agreed to be the (Company Name/Individual ame) Nke,r, 1J4VA-C sub-contractorfor Ary_ 4r<LeSiConsF (Type of Trade) (Primary Contractor) for the project located at 1 D a-- 5�. (Project Street Address or Property Tax ID #) It is understood that, if there is any change of status regarding our participation with the above mentioned project, I will immediately advise the Building and Zoning Department of St. Lucie County by personally filing a Change of Contractor notice. (Form: SLCCDV No. 004-00) BUSINESS QUALIFIER (Name of the Individual shown on the Contractor's License) ORIGINAL SIGNATURES ARE REQUIRED A �:4c SIGNKAW PRINT NAME DATE Business Name: Address: City/State/Zip: Phone: OFFICE USE ONLY: `,ST. LUCIE COUNTY PURL" ',WORKS; SUiLDING & ZONING IDEI��TMENT BUILDING PERMIT SUB -CONTRACTOR AGREEM r'NT St Lucie County Contractor Certification Number. State of Florida Certification Number (if app6=bw): 10"lt � C--CCoS6"193 Po c m, ( R DO F i AI Fr _ has agree to be (companyfindMdual name) . the ROOF-A(-r sub-contractorfor i�R�ll�vn�(rizs¢i�cel�en, -,c (type of construction vale) (name of the ppdme eormeaon for the project located at understood that, (street address or property tau 0 0) if there is any change of status regarding our participation with the above menr oned= project, I will immediately advise the SURding and Zoning Department, of St. Lucie (:.,linty by personally filing. a Change of Contractor Form (SLCCDV FORM NC. 004-00). BUSINESS QUAUFiER (original s4namresreauired): r P. t4AIZO T, Gear-S_ siWature` Print name\ Date business name. 1 A CI R c R 06Flr l 6 address: P.y, r3bt( -z r VI city,stategip: S'� -�i ar+. FL. if 9-0 phone: 7 7 it Z$3- 9 son FFICEUSEMNEM SL=DV FC;w Nr =-ao PERMITS Issue MATE --- - J . EDNIN M. FRY, Jr., CLERK OF THE CIRCUIT COURT - SAINT LUCIE COUNTY FILE # 2719536 OR BOOK 7-78 PAGE 1761, Recorded 09/30/2005 a', --:26 PM TO BE COMPLETED WHEN CONSTRUCTION VALUEEXCEEDS 32500.00 PERMIT# TAXFOLIO# NOTICE OF COMMENCEMENT STATE OF FI De.1 D h- COUNTYOF ST.. W C-1E THE UNDERSIGNED HEREBY GIVES NOTICE THAT IMPROVEMENT VALL BE MADE TO CERTAIN REAL PROPERTY, AND IN ACCORDANCE VATH CHAPTER 713. FLORIDA STATUTES, THE FOLLOKING INFORMAIM IS PROVIDED IN THIS NOTICE OF COMMENCEMENT. LEGAL DESCRIPTION OF PROPERTY(INCLUDE STREET ADDRESS IF AVAILABLE): GENERAL DESCRIPTION OF PHONE#: 771. 7Na.INJd- rHA R: INTEREST IN PROPERTY: 6l f JTn.P le - NAME AND ADDRESS OF FEE SIMPLETITLE HOLDER(IF OTHER THAN OWNER): COMPANY(IF ANY) A%l& S. LENDER/MORTGAGE COMPANY A)14- ADDRESS: PHONE #: FAX#: PERSONS WITHIN THE STATE OF FLORIDA DESIGNATED BY OWNER UPON WHOM NOTICES OR OTHER DOCUMENTS MAY BE SERVED AS PROVIDED BY SECTION 713.13(1)(A)7., FLORIDA STATUTES: NAME: ADDRESS: PHONE #. FAX #: IN ADDITION TO HIMSELF OR HERSELF, OWNER DESIGNATES pF TO RECEIVE A COPY OF THE UENOR'S NOTICE AS PROVIDED IN SECTION 713.13(IHB), FLORIDA STATUTES. PHONE FAX# - EXPIRATION DATE OF NOTICE OF COMMENCEMENT: THE EXPIRATION DATE IS ONE (1) YEAR FROM THE DATE OF RECORDING UNLESS A DIFTEWIT DATE IS SPEGFIFDABOVE O Lam✓" /PLC G✓tn /u �+a'. SIGNATURE OF OWNER SWO 7'OA. _ND SUBSCRKE BEFORE ME THIS DAY OF AAII g 20 Y BY A ) n,dv PERSONALLY KNOWN O 'R DU 1-- - T"' �NmONPubAo-slmemPlam {/, CannklmBTimSep11,7G0/ NO SIG TURCOmmlNlonl OO2�91E0 /E lmnr/C,a,e,q.fa,1011rioeaw.d,.e EOntletl BYNmlppi NOtOryAcvt O71GB:OS OR HOOK 2378 PAGE 1762 'rhe following situate, —lying and being In Si. Lucie County, described land, i. Florida, to wit: Lot to (loss the Northerly 149 COOL) and the Northerly So feet of Lot 11 of FEWS SUBDIVISION, as per plat thereof A on file in Plat Book 4, page 44,, of the public records of ' 1 St. Lucia County, Florida. TOOLfNER with all riparian 5i rights thereto appertaining. SUBJECT to easements, restrictions and Zoning . ordinances of public record, and taxes for the years subsequent to 19BB, _— STATE OF FLORIDA ST. LUCIE COUNTY THIS TO CERTIFY THAT THIS IS A TRUE AND CORRECT COPY OF THE ORIGINAL. ST. LUCIE COUNTY CLERF.qW-16 UIT COURT BY: D� 6� f3ttC ST. LUCIE COUNTY ck s a- BUILDING & ZONING 2300 VIRGINIA AVENUE jjj ' • FORT PIERCE, FL 34982-5652 tr' 561-462-1553 FILLED LANDS AFFIDAVIT I, the undersigned, am the 14,5 oN rinni+ (Tax ID/Legal description/Address) for which I have applied to St. Lucie County for a Final Development Permit. In accepting this Final Development Permit, BP Number`0 I acknowledge that as owner of the above described property, and in accordance with Section 7.04.01(D), St. Lucie County Land Development Code, I shall be responsible for assuring adequate drainage so that the immediate community WILL NOT be adversely affected. I further acknowledge that in granting this permit forthe development of this property, St. Lucie County is neither obliged nor liable to provide for, or maintain in any form, adequate drainage off my property which will not adversely affect the immediate community. ✓�) t\e-o ., 1, eC ✓ 47- �An.it. �-c� �<n r✓-G/Z 7'�O-v�� Property Owner Name Property Owner Signature Date STATE OF FLORIDA, COUNTY OF 1 ' s Nz'1 I ACKNOWLEDGED CBEFORE ME THIS,:��A DAY OF�20&� BSN�N C � I A" 1 Z - WHO IS PERSONALLY KNOWN TO ME OR WHO HAS PRODUCED _NOTARY PUBLIC TULE COMMISSION NUMBER :a,;�'^gar, Kw11t�eNatnt: ': , s-:NotaryPublic - State at Florida IV ,Fo;; Commission#DD275441 Bonded By Naflancl NotaryAssn. (SEAL) The following described lard, ;j situatc,"lying and beiiiri in Si. Lucie County, Florida, to wit: + Lot 10 (less the Northerly 149 feet) and the Northerly 50 it iP feet of Lot 11 of FEE+S SUBUIVTSYON, as per plat thereof PA fM. on file in Plat Buok A, page 44,. of the public records of :6 St. Lucie County, Florida. TOGETHER with all riparian U?.- rights thereto appertaining. 6 SUBJECT to easements, restrictions and coning y ordinances of public record, and taxes for the years `4 •'13�' subsequent to 1968: ' Property Appraiser - St.Lucie Colnntu', FL Page 1 of 1 Sharon L Evinrude Record: 1 of 2 Property Identification Site Address: 12075 S INDIAN RIVER DR Secrrown/Range: 04:37S :41E Map ID: 45/04N Zoning: PROPERTY RECORD CARD "Prev Next>> Spec.Assmnt Taxes Exemptions Permits Home Print yCIE 0 ParcellD: 4504-602-0010-000-0 ��'� ,� �°oy Account #: 122579 Land Use: City/Cnty: SF Res ST. LUCIE COUNTY n Ownership and Mailing Legal Description Owner. Sharon L Evinrude FEE'S S/D LOT 10-LESS NLY 149 FT- AND NLY 50 FT OF LOT 11 Address: 12075 S Indian River Dr WITH RIP RTS (OR 589-452: 1145-1314) Jensen Beach FL 34957-2209 Sales Information Assessment TRIM Total Land and Building Dale Price Code Deed Book/Page 2005 Val: 591900 Land Value: 499900 Acres: 1.83 5l1/1988 110000 00 CV 0589 /0452 Assessed: 214894 Building Value: 92000 4/1/1988 0 01 CV 0589/0450 Ag.Credih 0 Finished Area: 1679 SgFt 11/l/1979 66000 00 CV 0319/2122 Exempt: 25000 Taxable: 189894 TotalTax: 4024.1 L 1l, IL"191101Wda111D12 Exterior Features View: - RoofCover: ExtType: HC - HC YearBlt: Grade: C - C EffYrBlt: StoryHght: 0010-1 Story No.Units: Interior Features BedRoems: 2 Electric: FullBath: 2 HeatType: 1/2Bath: HeatFuel: %A/C: 100 %Healed: Special Features and Yard Items Type Y/S Oty. Units Qual. Cond. 3CNT - 3CNT S 1 1 GD GD SDSF - SITE DEV S-F Y 1 1 AV AV SM - Sheet Metal 1989 1989 1 MX - MAXIMUM FHA - FrcdHotAlr ELEC - Electric 100 Land Information YrBlt. No. Land Use 1989 1 0100-SF Res 2001 2 0100-SF Res RoofStruct: Frame: PrimeWall: SecWall: PrminlWall: AvgHt/FI: Prm.Flors: %Sprinkled: GA - Gable CB - Cedar Bd/Btn DW - Drywall STD CU - Carpet 0 Type Measure Depth 240 -Front Ft 150 500 520 -Acres 1.83 THIS INFORMATION IS BELIEVED TO BE CORRECT AT THIS TIME BUT IT IS SUBJECT TO CHANGE AND IS NOT WARRANTED. http://www.paslc.org/prc.asp?prclid=450460200100000 9/30/2005 Weyant Engineering, Inc. Civil & Structural Engineers • 201 SW Port St. Lucie Blvd., Suite #104 Port St. Lucie, FL 34984 Phone 772-335-0772 WPB 561-832-9094 Fax 772-335-0866 November 29, 2005 F,t.E ropy St. Lucie County Building Department 2300 Virginia Avenue Fort Pierce, FL 34982 Subject: SHARON L. EVINRUDE RESIDENCE ARK HOMES CONSTRUCTION, INC. 12075 S. INDIAN RIVER DRIVE JENSEN BEACH I U a.7ur1 Y Gentlemen: Job No. 02 1754 In response to your plan review critique comments, we offer the following items: The ceiling material for front entry and porches will be wire lath and stucco as specified for overhang soffits. 2. The truss plan indicates "kneewall by builder". The kneewalls in the Great Room and Entry are detailed on Sheet 7 of 11 as "TWO STORY WALL SECTION" (FRAME -GREAT ROOM)" and "TWO STORY WALL SECTION (CMU)". 3. All interior bearing headers are to be two (2) 2xl2's with a 1/2-inch plywood spacer. The headers are strapped to the jack studs using Simpson LSTA 18 flat straps on each j ack stud. The double top plate over the header is to be fastened to the header with Simpson SP4 ties at not more than 16-inches on center. CERTIFIED THIS 2971 DAY OF NOVEMBER 2005. WEYANT ENGINEERING, INC. wight R eynt, P.E. Project S c al Engineer OFFICE USE ONLY: L:n n I DATE FILED: C, 1 0 REVISION FEE: • CQ 1. PERMIT NUMBER: (.C-OSO4-W2- RECEIPT NO.: P" - ST. LUCIE COUNTY DEPARTMENT OF COMMUNITY DEVELOPMENT BUILDING & ZONING 2300 VIRGINIA AVENUE FORT PIERCE, FL 34982-5652- C�pY Af')_1553. Frr1� G PERIIIIT REVISIONS ZNIATIO\ LOCATIO\!SITE ADDRESS: �20`75 DETAILED DESCRIPTIONS OF PROJECT 3. SOWO\TRACTOR INFORMATION: ST.OFFLREGJCERT# Cy�C.C65&- BUSIFESS\LCIE: Qualifiers Name: ADDRESS: 808 S C CITY: PHONE (DAYTUIE): ST. LUCIE COUNTY CERT.= STATE: FI ZIP: Y FAXrs . 4. ARCHIT/ENGINEER: NA_NIE: ADDRESS: `} CITY: STA' PHONE (DAYTIME): FAX FDATE CIE COUNTY NG DIVISION VI ED � . r - PERMI ON JO RION WILL BE MADE ZIP:' Florida Building Code Online -4 Page 1 of, #r �.F r _ � -a;� *'��'! „'•i}' �. i a a�' �` '. 3'3. "'f '� `�."- �x #" ;� �, x ' C+.t�' ^e �i-r4x- .r'x�s � �x '4%- BCIS Home f Log In Hot Topics j Submit Surcharge Stats & Facts Publications i FBC Staff j BCIS Site Map Links s> 1 LL Product Approval "USER: Public User Product Approval Menu > Product or Application Search > Application List > Application Detail .. . FL•1923-R2 ::...... A"ppticatio n Tjtpe.::.:;'.::..'..: . '. )::.. Revision .: ............. ::.: .: . Code Version ::. 2004 ' . '. Application Status Approved Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Testing Lab Quality Assurance Entity Validated By Drexel Metals Corporation 204 Railroad Drive Ivyland, PA 19067 (888) 321-9630 ext 115 brian@drexmet.com Brian Partyka brian@drexmet.com na COPY Roofing Metal Roofing Test Report Architectural Testing, Inc. Architectural Testing, Inc. Architectural Testing, Inc http://www.floridabuilding.org/pr/pi_app_dtl.aspx?param=wGEVXQwtDgt3 Y`/o2f5j 9Fmv6fBLeMIRENC2j... 8/25/2006/ Florida Building Code Online ,r Page 2 of 4\ i Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Standard Year TAS 100 1994 TAS 125 1995 UL580 1994 Date Pending FBC Approval 11/27/2005 Date Approved 12/07/2005 Mary of Products FL # IlModel, Number or Name Description I 1923.1 DMC 100 NS 1" Nail Strip; 0.024" Thick, 16" Wide Steel Roof Panel Limits of Use (See Other) Installation Instructions Approved for use in PTID 1923 R2 I Cert of Independence ATI.pdf PTID 1923 R2_I Cert ofIndependencePRI.odf HVHZ: Approved for use outside PTID 1923 R2 I_DMC100NS Installation.pdf HVHZ: PTID 1923 R2 I DMC150SL Installation pdf Impact Resistant: Design Pressure: +/- PTID 1923 Verified By: R2 I DMC150SS Installation.odf iOther: Tested in Test Reports accordance with UL580. PTID 1923 R2 T DMC10ONS_Test_R ort.pdf Class 60 roof panel (Design PTID 1923 R2 T DMC_150SL Test Report.pdf Pressure = -37.5 psf). Must be installed in accordance PTID PTID 1923 1923 R2 R2 T T DMC150SS Aluminum TAS100 Rdf DMC15OSS Aluminum TAS125 Report e�ort.pA i with manufacturers PTID 1923 R2 T_DMC15OSS_Steel TAS100 Rep_ort_pdf installation instructions. For PTID 1923 R2 T DMC150SS Steel TAS125 Report.pdf roofs with slopes 2:12 or PTID 1923 R2 T TRINAR Weathering Results S.p_df PTID 1923 R2 T TRINAR Weathering Results 2.gdf greater. Not for use in HVHZ. 1923.2 DMC 150 SL 1-1/2" Snap Lock Roof Panel; 0.024" Thic6 Wide Steel Roof Panel Limits of Use (See Other) Installation Instructions j Approved for use, in HVHZ: Verified By: Approved for use outside HVHZ: Test Reports Impact Resistant: http://www.floridabuilding.org/pr/pr_app_dti.aspx?param=wGEVXQwtDgt3Y%2f5j 9Fmv6fBLeMlRENC2j... 8/25/200/ rloriaa tsunamg uoae vnnne Page 3 of 4\ Design Pressure: +/- Other: Tested in Accordance with UL 580. Class 90 roof panel (Design Pressure = -52.5 psf). Must be installed in accordance with manufacturers installation instructions. For roofs I with slopes 2:12 or greater. Not for use in HVHZ. i 1923.3 DMC 150 SS Aluminum 1-1/2" Aluminum Standing Seam Roof Pan 0.032" Thick, 16" Wide Limits of Use (See Other) Installation Instructions Approved for use in HVHZ: Verified By: Approved for use outside HVHZ: Test Reports Impact•Resistant: Desigh:.P.ressurec'+./ .:.: '.... .. ... .. :. ! � Other:'•Tested iri Accordance witfi: TAS' i2.5;and . '.:...:': :.'.' .:. ...: • . . ::.::'...:.:. .: TAS"100: Class 90' 'roof panel Field Design Pressure'-- -71.25 psf. Corner Design Pressure - -75.0 psf. Must be installed in accordance with j RAS 133 and the manufacturers installation instructions. For roofs with slopes 2:12 or greater. Roof panels are coated with TRINAR(R) Flouropolymer Building finish. 1923.4 DMC 150 SS Steel 1-1/2" Steel Standing Seam Roof Panel; 0 Thick, 16" Wide Limits of Use (See Other) Installation Instructions - Approved for use in HVHZ: Verified By: Approved for use outside HVHZ: Test Reports Impact Resistant: ' Design Pressure: +/- Other: Tested in Accordance with TAS 125 and TAS 100. Class 90 roof panel. Field Design C��/ p11 11 Pressure = -52.5 psf. Corner Design Pressure = r {� -60.0 psf. Must be installed in accordance RAS 133 and with the manufacturers installation instructions. For roofs with slopes 2:12 or greater. Roof panels are coated with TRINAR(R) Flouropolymer Building finish. Back Next ti DCA Administration Department of Community Affairs Florida Building Code Online Codes and Standards 2555 Shumard Oak Boulevard Tallahassee, Florida 32399-2100 (850) 487-1824, Suncom 277-1824, Fax (850) 414-8436 © 2000-2005 The State of Florida. All rights reserved. Coovriaht and Disclaimer Product Approval Accepts: http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgt3Y%2f5j 9Fmv6fBLeMIRENC2j... 8/25/2006 Inda Building Code Online Page 4 of 4 a y° ® cCFiak m FJLE cop, http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgt3 Y%2f5j 9Fmv6fBLeMIRENC2j... 8/25/2006 Dmc 150 ss cp\ DREXEL METALS CORPORATION PLYWOOD DECK DETAILS . DmC 150 SS *e4%\\ DREXEL METALS CORPORATION TABLE OF CONTENTS Introduction - Page 1 General Notes Page 2 Maintenance Instructions for Drexel Panels Page 3 Care and Maintenance of Drexmet® Finishes Page 4 - 7 :.'.: Hem Lengths ':. ' :''.:'.:.:.. .: '..' .... .....::....:...:.:....... ".: ::.'.' ........: Page'8:.:: .:. •:.:.. Panel Profiles Page 9 .. . Panel End Page 10 Eave Detail Page 11 Eave W/ Gutter Detail Sidewall Flashing Detail Hip / Ridge Detail High Side Ridge Detail Valley Detail Valley Detail Headwall Detail Start / End Gable Detail Roof / Fascia Transition Detail Roof Transition Vent Pipe Flashing Detail Expansion Joint Detail Curb Detail TO CHANGE WITHOUT NOTICE EFFECTIVE DATE: Page 12 Page 13 Page 14 Page 15 Page 16 Page 17 Page 18 Page 19 Page 20 Page 21 Page 22 Page 23 Page 24 DREXEL METALS CORPORATION INTRODUCTION The details contained in the following pages are guidelines as to how Drexel Metals Corporations materials can -be -installed. We believe all information presented is accurate, but it is not intended to cover all instances, building requirements, designs, changes, or revisions for each project since conditions will vary from one project to another and may be unique for each application. The details- shown- -are - proven methods. -of. - construction... However, it 'must .be notedthat .... . weather-tightness.-:i5..: the respons(bility,-'of �tlie.' � installer. The installer can virtually'atWrewea}liar- ' tightness through the -use of these: details; good materials and workmanship, the use of the right type(s) of sealant(s), and the sealing and caulking of all joints adequately. It is the responsibility of the designer, roofing contractor and installer to ensure that the following details are adapted to meet particular building requirements and to assure adequate weather - tightness. Drexel Metals Corporation shall be held harmless from any and all claims arising from a lack of weather -tightness as a result of following these suggested typical detail drawings. The designer and installer must be aware of and allow for expansionfcontraction of roof panels when designing and/or installing panels and flashings. Likewise, ensuring adequacy of anchoring framing materials to walls, structures, subgirts and tees/zees, shall be determined by the designer and installer and Drexel Metals Corporation shall be held harmless against all claims resulting from any inadequacy. The installer shall be familiar with all erection instructions before starting work. Before beginning erection of the panels, the installer shall examine the substrate to ensure that all supporting members are straight, level, plumb, and true in accordance with minimum tolerances. Report any variations and potential problems to the general contractor or architect. Do not start work until all unsatisfactory conditions have been corrected. The roofing/fascialsoffit system shall be installed plumb, straight, and true to adjacent work. Horizontal panel lap joints are not acceptable. Metal closures shall be caulked around their entire perimeter. Roof clips shall allow for thermal movement and shall be installed at each panel joint. Longitude spacing of roof clips shall be as specified for SUBJECT TO CHANGE design loads. No perforations shall be made in roofing/fascia/soffit by fasteners, except as shown in these drawings. To control thermal expansion in one direction, the panel must be fixed either at the top of the panel or at the bottom of the panel. An eave bend down detail will fix the panel at the eave. Therefore, the ridge should be allowed to slide in such cases. Never fix both ends of the panel. Always use a sliding ridge with a fixed eave and always use a fixed ridge with a sliding eave. All flashings,. closures; -and accessories shall- be'.. specified;by� DieXel=.'.Me-tals",'Coi(ioratiorr_ .as: Indicated,' and as' nepe. ssbry. to -provide' weather- , tight installation: Installation procedures, which are not indicated, shall be in accordance with the panel manufacturer's printed instructions and details or Drexel Metals Corporation approved shop drawings. Flashings and trim shall be installed true and in alignment with any exposed fasteners equally spaced for the best appearance. Sealant for joints and flashing endlaps shall be non-drying, non -toxic, non -shrinking and shall have a serviceable temperature of —50 to 212°F. Sealant shall be field -applied on dry, clean surfaces. To ensure weather -tightness, the sealant shall be installed where indicated without skipsor voids. Sealants shall be furnished by Drexel Metals Corporation or by others and approved by Drexel Metals Corporation. The installer may utilize details provided and procedures recommended for installation of materials. Some field cutting and fitting of panels and flashings is expected of the installer and minor field corrections of materials is a part of normal erection work. Workmanship is common to the industry standards and installation shall be performed by an experienced metal craftsman. Oil canning in the flat area of the pans is common to the industry and shall not be cause for product rejection. SMACNA (Sheet Metal and Air Conditioning Contractors National Association) architectural sheet metal manual specifications shall govern for material and workmanship not shown. EFFECTIVE DATE: 05/01 DD [M IC ISO SS DREXEL METALS CORPORATION GENERAL NOTES 1. Drexel Metals requires the use of low profile clip 9. screws. Contact Drexel Metals Corporation for a list of approved fasteners. 2. Contact Drexel Metals Corporation for approved soffit panel systems. 3. Before releasing materials for fabrication, it is recommended that panel lengths quantities During the panel installation, do not 'use undue pressure to interlock panel. Do not force or push panels together. To reduce wavy, oil canning panel appearance and to increase the aesthetics of an Installation, a camber or outward bowing may be forced into flat area of the panel as the fastener and/or clip is installed. However, care must be taken to prevent "fish mouthing" at panel ends. profiles and dimensions of flashings or fiat sheet • quantities,be verified, -though 'field measure__.. 10. Dcexel Metals.is notresponsible for the.adequacy ...... . . menfs:. Drexel Metals shall not;be.libble:for any " '.Of. attachment of its framing members ao other'.... . :U'ac%k'chiif {df errots'�dklldr,'ordissidns ;after';_' .'sUrfBce cotidit5ons: Drexel Metals"ahaV•be>heid:`- . .. .. -: approved � sliop-': drawings' are. released; :for .: �.� �� Flarmiess'fdr fdstenbrs useif.for'such attach'ments:: fabrication by.tha customer. 11. 4. Before beginning installation, carefully inspect the substrate /roof deck. Do not begin installation of the metal roof system if the substrate (trusses, joists, subgirts/furring strips, plywood deck, steel deck, insulation) is uneven, not uniform or symmetrical, out of plumb, or in otherwise unsatisfactory condition, as such conditions can cause oil canning of panels. It is the responsibility of the installer to correct or demand remedy of unsatisfactory substrate conditions prior to installation of metal roof system. 5. Drexel Metals Corporation recommends that if the roof deck is unacceptable, the roofing contractor has the authority to reject this deck prior to installation of metal roof system. Once installation of the metal roof system has begun, the contractor forfeits the ability to reject the metal roofing system based on substandard deck. Oil canning is not a cause for rejection. Due to inconsistencies such as those noted above, the industry has accepted a certain amount of waviness or oil canning evident in the flat area of the rib/seam panels. This is more evident on longer length panels, particularly when sunlight hits them at certain times of the day. This shall not be construed as a product defect and shall not be cause for product refusal. 7. Panel crates must be lifted at bundle block locations. Do not lift material with ropes or wires. Do not lift panels greater than 25'-0" long without a spreader bar. Do not lift panels from ends while flat. Do not lift panels on edge. 8. Installation of metal panels must be started so that the sheets are held true, plumb, and straight. Note that all panel width dimensions are nominal. During panel installation, it is recom- mended that periodic checks/measurements be taken to ensure that the panels are not gaining or losing width. Ensure that acid residue from cleanup of stucco in the adjacent panel areas is not washed down directly over the panels. This could mar the finish/coating. 12. Avoid damage or scratching of the exterior surface caused by walking, use of improper tools, Improper storage, etc. 13. Faashings must lap a minimum of 6". Treat flashing endlaps similar to a panel detail utilizing two rows of sealant tape with stitch screws 4" o.c. maximum. Lap flashings shingle style to allow for water flow. 14. Quality long -life non curing butyl sealants work best as a gasket sandwiched between two pieces of metal. Always use tape sealant or butyl between roof components where there will be movement. These types of sealants do not cure. Therefore they permit movement while still providing a seal. Polyurethane sealants are recommended when voids must be filled and there Is no movement. 15. If the material is not to be used immediately, it should be stored in a dry place where exposure to moisture is minimal. Moisture (from rain, snow, condensation, etc.) trapped between pieces of material may cause water stains or white rust, which detract from its appearance. To avoid staining or white rust, store the material in a well - ventilated dry area. Break the steel strapping bands used for shipment and store the stacks of material with a canvas or waterproof paper cover. Do not use plastic, which can cause sweating or condensation. Keep the material off the ground in an Inclined position with an insulator such as wood. It is the responsibility of the contractor. to Insure that all materials are properly stored at the jobsite. TO CHANGE WITHOUT NOTICE EFFECTIVE DATE: 05/01/05 Page 2 DREXEL METALS CORPORATION MAINTENANCE INSTRUCTIONS I. MAINTENANCE BY INSTALLER BEFORE LEAVING JOBSITE 1. Remove metal filings from panels and flashings at the end of each day. Iron filings from drilling, grinding and cutting can rust overnight. At end of the project, make a final check for any filings. If rust spots have already appeared they can be removed with a non-abrasive cleaner such as Soft Scrub. Do not use abrasive cleaners. Pressure wash using no more than 2500 PSI max. .2:*- The use of. the DrexmetO Paint Pen. is recommended for touchup of any.seratches: Contact Drexel :;.'(vletals;Gorpor'ioriforpreparation•ofinetalsurfaces::U.seanly.productsreommendedby,Drexel-,-: :• Mefals:Corporation for@ny'i56# painting applications to;the meta] roof system. Neveruse ariytliirig but Kynar500 ADS to touchup DrexmeWquality roof finishes: When touchup is applied it.must be checked for adhesion 24 hours after application. Please refer to Drexel Metals Corporation's Care and Maintenance guidelines. 3. Please contact Drexel Metals Corporation for proper cleaning instructions. 4. Remove debris and crating material from the site. li. ROUTINE MAINTENANCE FOR METAL WALLS AND ROOFS OVER LIFE OF BUILDING 1. File all job records, including project plans, specifications, job information sheets, warranty application, paint warranties, tag or part numbers and Drexel Metals Invoices. NOTE: STEEP METAL ROOFS CAN BE SLIPPERY. A QUALIFIED METAL ROOFING CONTRACTOR MAY BE REQUIRED FOR ROOF INSPECTIONS. 2. Remove gutters and downspouts to clear debris that can impede water drainage. 3. Remove immediately any vegetation or debris that may contact metal panels. This includes tree branches, leaves, weeds, grass, etc. 4. Refer to Drexel Metals Corporation Care and Maintenance Guidelines. 5. Contact Drexel Metals Corporation for guidelines if any signs of corrosion to the steel substrate are present. Ill. ADDITIONAL ROUTINE MAINTENANCE FOR METAL ROOFS 1. Eliminate any conditions that are causing water to pond and accumulate on roof panels. 2. Reseal curbs, gutters, flashings, closures, penetrations, etc. as necessary to maintain the weather - tightness of the metal roof system. The use of Tremco Vulcum 116 sealant or approved sealant by Drexel Metals Corporation is recommended for such repairs. 3. Salt deposits should be removed by a fresh/sweet water rinse in aggressive and saltwater areas. The use of the Drexmet® Edge coating is recommended to be used along all cut edges on installations within 2,800 feet to any body of salt water. Contact Drexel Metals Corporation for further information. 4. Do not use bleach to clean Drexlume® or painted Galvalume. 5. Consult Drexel Metals Corporation when installing the metal roofing system overpressure treated, CCA or ACQ lumber products. SUBJECT TO CHANGE WITHOUT NOTICE EFFECTIVE DATE: Page 3 L)mc 150 SS DREXEL METALS CORPORATION CARE AND MAINTENANCE of Drexrrtet® Finishes For BUILDING PANELS AND ACCESSORIES INTRODUCTION. - dirt, .and .the: following'.are,recommen e .. .::..... . ..... :.'The :factory applied finish' on :yok-inetal':::'..:. building:'POnels, 15.'a baked -on' coating de"', One .cup'ofSinipfe Greenj ' or otheF:' " signed to ore trouble -free' erformance for 9 9 P non -toxic biodegradable cleaners, which' years, with little service required. This bro- contain less than 0.5% phosphate, dis- chure serves as a guide to maintaining the solved into two gallons of warm water. aesthetic and protective properties of the NOTE: The use of detergents contain - coating for the life of the metal building pan- ing greater than 0.59/6 phosphate is els. It is important to read this brochure not recommended for use in general thoroughly and completely before attempting cleaning of building panels. NEVER to clean, touch-up or repaint factory finished BLEND CLEANSERS OR DETER - building panels. GENTS WITH BLEACH. IT IS THE USER'S OR HIS/HER AGENT'S RESPONSIBILTY TO SELECT MATERI- ALS AND IMPLEMENT PROCEDURES SPECIFIC TO THE SAFE, PROPER AND COMPLIANT 'USE OF CLEANING AGENTS, PAINTS AND SOLVENTS MEN- TIONED BELOW. CLEANING PAINTED SURFACES While factory -applied finishes for metal building panels are so durable that they will last many years longer than ordinary paints, it is desirable to clean them thoroughly on a routine basis. Apparent discoloration of the paint may occur when it has been exposed in dirt -laden atmospheres for long periods of time. Slight chalking may also cause some change in appearance in areas of strong sunlight. A good cleaning will generally re- store the appearance of these coatings and render repainting unnecessary. An occa- sional light cleaning will also help maintain an aesthetically pleasing appearance. To maintain the original finish of the metal build- ing panels, the only regular maintenance necessary is that of annual washing. Mild solutions of biodegradable clean or house- hold ammonia will aid in the removal of most SUBJECT TO CHANGE WITHOUT NOTICE 2.) One cup of household ammonia dis- solved into five gallons of water (room temperature). Working from the bottom to the top of the metal building panels, the panels may be washed with either solution. The use of a well -soaked cloth, sponge, brush (with very soft bristles), or a low-pressure spray washer is advised. We do not recommend the use of scouring powders or industrial solvents, since these agents may damage the film. Solvent -containing cleaners such as Fantastic®, however, are very effective and can be used without concern. If mildew or other fungal growth is a problem and cannot be removed as outlined above, household bleach, mixed at a concentration of one cup of bleach to five gallons of water, along with one cup of a mild soap (e.g., Ivory) to aid wetting, is recommended. Once the building panel is washed, thorough rinsing with clear water is necessary to eliminate the possibility of residue. Failure to remove all resi- dues from these cleaning steps may damage the film. DATE: 05/01/05 Page 4 . .. r . DMC i 55 55 DREXEL METALS CORPORA 3.) Exposed Metal and Rust REPAINTING OF BUILDING PANELS Exposed metal minimum surface prepara- To repaint your factory -finished building pan- tion is Hand Tool Cleaning per SSPC-SP2' els, great_care_must be taken to prepare the and use of a primer specifically designed -to factory -applied surface and to carefully as- protect any exposed galvanized steel metal sess the adhesion between this well- from corrosion.' Care must be taken, how - prepared surface and the coating to be used ever, not to destroy the galvanized surface. to repaint the building panels. Field painting Before priming the metal building panel, test of Drexmet® finishes often requires special for adequate intercoat adhesion (see Sec - considerations. Oil -based Alkyd house tion 2 of the Repainting section). Allow suffi- paint must. not be. applied. over factory- dent time for the primer to dry before apply- appGed :fihishes:' This entire*.sectiolt 'must: ' . , (ng'the topcoat:,For severely, rusted building . . be carefully read :before .attempting: field .re=.'.'. .'--panels' the .recorriinehded.'. prepara0ori : painting of buiWiri • g.penots: f:' r::.:.r ".:•.'SSPGSP7.'.=. prushliff..Blast,•Cleaning:• .:.. Akzo .Nobel's .Water -Based Epoxy. Mainte:, A. SURFACE PREPARATIOM nance Coat, or a 'maintenance primer de- signed for use on hot -dipped galvanized Any metal building panel surface to be re- painted must be properly prepared to assure the continued performance of the coating system. The following five problem areas must be addressed before the repainting process can begin: 1.) Dirt and Mildew Dirt, loose chalk and mildew must be re- moved as recommended by the cleaning method outlined in the section, "Cleaning Painted Surfaces." Heavier dirt accumula- tions, which must be addressed prior to re- painting, may necessitate the use of a dilute solution of Spic and Span® (1 cup into 5 gal- lons of warm water). NOTE: Detergent con- taining greater than 0.5% phosphate is recommended only as a preparation prior to repainting. Do not use such detergents for routine cleaning. Always rinse the sur- face thoroughly to remove any of the agents used in the cleaning procedure. Residual cleaners left on the surface will damage the adhesion of the newly applied paint system. 2.) Surface Imperfections Minor scratches, which have not left the metal substrate exposed, can be lightly sanded or buffed to create a smoother sur- face. Care must be taken, however, not to expose the substrate. Once this exposed condition exists, the likelihood for rusting is greatly increased. Should the metal sub- strate be observed during this operation, see the following paragraph. TO CHANGE WITHOUT NOTICE steel, is recommended to protect the metal building panel from further rusting. 4.) Additional Surface Preparation Re- quired for New Building Panels There may still be a layer of factory -applied wax on the surface of the building panel if it has been installed within the last two years. This material is used to protect the panels during forming and transit, and failure to re- move this material will result in poor inter - coat adhesion With resultant peeling or flak- ing of the new coating. To remove this wax, it will be necessary to lightly scuff the sur- face with a GRAY (not green) 3M Synthetic Steel Wool pad (equivalent to "000" steel wool) saturated with soapy water. A final wipe should be done using clean water only, to remove any loose dust or soapy film. Once this procedure is completed, perform the adhesion test in Appendix A to assure that acceptable adhesion is evident. If poor adhesion is still observed, repeat step #4. It is Imperative, of course, that the factory fin- ish itself not be removed during this process. It is necessary to once again test the inter - cost adhesion according to Appendix A. If the test results still indicate poor intercoat adhesion, DO NOT PROCEED! Contact your metal building panel supplier immedi- ately. ' Akzo Nobel's Water -Based Epoxy Maintenance Coat, WA9C32800/GW9C32796 or equivalent primer specifi- cally designed for adhesion to galvanized steel. 05/01/05 Page 5 R REPAINTING 1.) Paint After the building panels have been properly prepared, they must be coated within 24 hours. (See section D for coatings supplied by Drexel Metals Corporation) As an alternative, exterior acrylic latex DTM (direct to metal) paint may be used. Oil -based A/lryd house paint must not be applied over factory - applied. finishes. Before repainting the build- DREXEL METALS CORPORATION dries. Use EXP5050, Reducing solvent for clean-up. WARNING: Enforce NO SMOKING and remove all possible sources of ignition when EXP5050, Reduc- ing Solvent or CERAM-A-CRYL®II coating are used. C. ADDITIONAL PRECAUTIONS AND OTHER RECOMMENDATIONS ing' paneJs..howeveG:' jt - is imperative, that the C RAM-A-CRYL@If" tbhtings contain' Petro intercoat.adhesioq,be:.ascertaured.:.See.ahe.: '.:.aeum.dis4illates..INash tanils.thoroughlyafter.; ::. following sectiort.:..i.:::.:: : .:. use.' :Keep :.all :contairters'.away:.froni :heats. r. sparks :and Flame: Use,'only with adequate. . . 2.)" Testing for Adequate Intercoat Adhe- ventilation. Avoid breathing ' CERAM-A- sion Only after the surface has been carefully pre- pared and the intercoat adhesion between the repaint material and the building panel is known to be acceptable should you proceed in repainting your building panels. Without suffi- cient intercoat adhesion, delamination after long-term exposure may be encountered. (See Appendix A that describes a method to ascer- tain the intercoat adhesion properties.) NOTE: It is the sole responsibility of the person doing the repainting to ascertain if accept- able intercoat adhesion is being achieved. Akzo Nobel Coatings Inc. is not responsi- ble for any intercoat adhesion failure or any other unsatisfactory condition result from field coating application to factory painted panels, either immediately or over time. 3.) Minor Scratch Touch-up with Ceram-A- Cryl®II. Review section A for surface preparation re- quirements before using Ceram-A-CryI® II to touch-up minor defects. Brush Application CERAM-A-CRYL®II coatings are formulated for fast drying and are not ideally suited for brush application in large areas. However, they can be used successfully for spot or scratch touch-up repair and for small area painting. Apply CERAM-A-CRYL®II, as sup- plied, without reduction, as you would any other brushable coating. Work quickly to smooth out brush marks before the coating CRYL®II vapor or mist and prolonged or re- peated contact with skin. Keep closures tight and containers upright to prevent leakage. In case of spillage, absorb and dispose of all materials in accordance with applicable government regulations. D. AKZO NOBEL REPAINT COATINGS If you are considering repainting your building, a family of premium coatings has been developed by Akzo Nobel to as- sure the long-term performance of your metal structure. CERAM-A-CRYL®II — Silicone -modified Acrylic topcoat CERAM-CRYL®II is a highly durable coating recommended for re- painting non -corroded, weathered metal building panels. The coating system is com- prised of a Silicone -modified Acrylic coating, intended for use as a one -coat or two -coat material applied over factory prepainted pan- els. Obtain a copy of the Ceram-A-Cry1011, Silicone -modified Acrylic Repaint Finish application guide for additional information. Water -Based Epoxy Maintenance Coating — WA9C32800 and GW9C32796. Two - component primer/sealer designed for appli- cation over prepainted and bare metal sub- strates. Maintenance Coat is recommended for sealing aged plastisal coatings, cut edge corrosion, priming metal building roofs and sidewalls. Intended to be topcoated with Akzo Nobel CERAM-A-CRYL®II topcoats. rO CHANGE WITHOUT NOTICE EFFECTIVE DATE: 05/01/05 Page DD MC 150 8S DREXEL METALS CORPORATION Obtain a copy of the Water -Based Epoxy ISSPC-SP2— Hand Tool Cleaning Maintenance Coating application guide for Hand Tool Cleaning removes all loose mill scale, loose additional information. rust and other detrimental foreign matter. It Is not in- tended that adherent mill scale, rust, and paint be re - Gray Tiecoat — VAOC31630 and moved by this process. Mill scale, rust and paint are considered adherent if they cannot be removed by UCOC31631. Designed to provide Optimum lifting with a dull putty knife. Before hand tool cleaning, adhesion to newly erected metal building remove visible oil, grease, soluble welding residues. panels. Gray Tiecoat is recommended for and salts by the methods ougined In SSPC-SP1. For metal building panels that have less than two complete Instructions, refer to Steel Structures Paint Council Surface Preparation Specification No. 2 years exposure to the environment. Intended to be topcoated with Akzo Nobel CERAM-A- III SSPCSPt -solvent cleaning . CRYL@II topcoats. , Obtain a. copy. of .the Solvent Cleaning is a method for removing all visible oil, .. ..'...Gray Tiebdat application guide: for, additional' : "grease, soil; drawing andcutting compounds, and other. :... . ... • ... ..... ... ,'.' .. ... ':..: � soluble .contaminants: Solvent cleaning.does .noh.re-, .. .... ..... .. ..... .. ... .. ....infoimatio.q. ..:..:: .. .move•rµstor.mill stele. Change rags slid gleaning;solu-.. •:: ... ...'... ..... .............. ... .. .. . ,ion ¢egpen[]ysq'tfiaE deposits of oN and greas¢ are'ngt• •..: • APPENDIXA'. spread over additional areas in the .cleaning process. . . ' . . .. .. Be sure to. allow. adequate ventilatlon. For complete instructions, refer to Steel Structures Paint Council EVALUATING INTERCOAT ADHESION Surface Preparation Specification No. 1. 1.) After properly cleaning the surface to be repainted, repaint a 4" x 4" area with the repaint material according to the manu- facturers instruction. Allow to dry com- pletely before proceeding. .2.) Use a utility knife to cut a two-inch "X" into the repaint coating. 3.) Place a three-inch strip of Scotch® 610 tape over the'X" and rub 10 times with heavy pressure leaving a half -inch of tape free for removal. 4.) Pull the tape back over itself at a right angle. 5.) Examine the tape and the building panel for any signs of paint removal. IF THE TAPE REMOVES MORE THAN 1/16" OF THE REPAINT MATERIAL FROM THE "X" CUT, THE INTERCOAT ADHE- SION IS INADEQUATE. SUBJECT TO CHANGE WITHOUT it SSPC-SP7 - Brush-off Blast Cleaning A Brush -Off Blast Cleaned surface when examined without magnification, shall be free of all visible oil, grease, dirt, dust, loose mill scale, loose rust, and loose paint Tightly adherent mill scale, rust, and paint may remain on the surface. Mill scale, rust, and coating are considered adherent if they cannot be removed by lifting with a dull putty knife. Before blast cleaning, visi- ble deposits of oil or grease shall be removed by any of the methods specified in SSPGSP1 or other agreed upon methods. For complete instructions, refer to Joint Surface Preparation Standard SSPC-SP71NACE NO. 4. EFFECTIVE DATE: 05/01/05 Page 7 OMMO 150 00 DREXEL METALS CORPORATION HEM LENGTHS A standing seam roofpanelexperiences changes in panel length with changes in panel temperature. One end of the panel is fixed to the substrate while the other end is free to move. The panel end that is free to move requires a hem that engages a cleat that is fixed to the substrate. The hem and cleat permit the panel end to move along the plane of the roof while holding the panel flat. The thermal movement also requires proper design of the hem and cleat. The length of the hem needed at the end of a panel will vary with the temperature range that the panel experiences and the length of the panel. Unless a more exact analysis.of the temperature during.installatiortcompared to the anticipated. temperature range is. conductgd;: Use.the following.equatiprj atid, fhe'Tjaemial.Movemerit Table,:W hen installing.patiels,- besure toaeave„ ; room at the, end of.ttie pane6Uiat.will,experience_movementfor the'"sta,'rtingiuhich is tFie:reguired'airspace :. •; :: (X) between the panel and cleat. Be sure that'the hem is not tight against the cleat.(unless the panels are being installed in the coldest temperatures the panel will experience). Also be sure that the lower edge of the hem w ll ' not contact any flashings when the panels contract. rias1111.auaui THERMAL MOVEMENT TABLE PANEL AND SUBSTRATE MATERIALS PANEL LENGTH (FT.) 10, 50' 100, Steel on rigid insulation 1/8" 1/2" 7/8" Steel on wood 1/16" 3/8" 5/8" m Steel on steel 1/16" 318" 5/8" v O Steel on concrete 1/16" 3/8" 1/2" > Aluminum on rigid insulation 3/16" 7/8" 1 9/16" 9 m m Aluminum on wood 3/16" 11116" 13180 X D Aluminum on steel 1B" 5/8" 1 3116" Aluminum on concrete 1/8" 1 5/8" 1 1 114" This table assumes a temperature change of 100°F for the panel and 50OF for the substrate. TO CHANGE WITHOUT NOTICE EFFECTIVE DATE: 05/01/05 DDmc 100 ss DREXEL METALS DMC 150 SS PANEL PROFILE 12" - 24' 1.5" MECHANICAL SEAM DMC 150 Clig N.T.S. NOTICE EFFECTIVE DATE: 05/01/05 Page 9 PANEL END SUBJECT TO CHANGE WITHOUT NOTICE DREXEL METALS CORPORATION DATE: 180' SEAM N.T.S. Page 10 Dmc 00 ss DREXEL METALS APPROVED SEALANT BETWEEN SEAMS ROOFTOPGUARD® UNDERLAYMENT EAVE TRIM FASCIA TRIM (OPTIONAL) DREXEL METALS CORPORATIOI EAVE DETAIL w pgS`ON PANEL NO -' EX PANEL CLIPS W/ �NER1f (2) #10 x 1" PANCAKE PLYWOOD SUBSTRATE #10 x 1" PANCAKE HEAD SCREWS ® 6" O.C. TRIM BOARDS SUBJECT TO CHANGE WITHOUT NOTICE EFFECTIVE DATE: N.T.S. Page 11 DDMC 150 SS DREXEL METALS EAVE W/ GUTTER DETAIL PANEL CLIP W/ P\-LOWE�PP 5\0�:: '..:. HE)AD SCREWS _PANCAKE - i �.,: ��a - � :. .'.., � � � .. •:':PANEL `. ' ROOFTOPGOARD® UNDERLAYMENT DREXEL METALS APPROVED SEALANT BETWEEN SEAMS EAVE TRIM GUTTER SYSTEM SUBJECT TO CHANGE WITHOUT NOTICE EFFECTIVE SUBSTRATE #10 x 1" PANCAKE HEAD SCREWS 0 6" O.C. SELF—SEALING FASTENER #12 x 14" @ 18" O.C. TRIM BOARD FASCIA TRIM (OPTIONAL) N.T.S. Page 12 DD MC 150 SS DREXEL METALS CORPORATION SIDEWALL FLASHING DETAIL DREXEL METALS APPROVED SEALANT ANCHOR SCREWS SUFFICIENTLY — LONG ENOUGH @ 16" O.C. A" X J" BUTYL TAPE — COUNTER FLASHING W/ REGLET SIDEWALL TRIM ........... FIELD BEND` PANEL' 1 ""MIN:, :Z: CLOS.URE — #10 x 1" PANCAKE HEAD.'.-- SCREWS @ 4" O.C. ROOFTOPGUARD®� UNDERLAYMENT NOTE: MINIMUM LAP ON ALL FLASHING IS 4". DREXEL METALS APPROVED SEALANT IN LAPS OF ALL FLASHING DREXEL METALS ,,-APPROVED SEALANT SELF—SEALING — FASTENER, 24" D.C. X J" BUTYL TAPE — SURFACE —MOUNT — COUNTER FLASHING PLYWOOD SUBSTRATE ?6" X J" BUTYL TAPE L9=0 tj7 10 x 1" PANCAKE HEAD SCREWS " X J" BUTYL TAPE DREXEL METALS APPROVED SEALANT / 1 COUNTER FLASHING OPTION 3 SUBJECT TO CHANGE WITHOUT NOTICE EFFECTIVE DATE: N.T.S. Page 13 DMC 150 DD DREXEL METALS CORPORATION HIP / RIDGE DETAIL #10 X 1" PANCAKE HEAD SCREWS @ 4" O.C. A" X d" BUTYL TAPE PLYWOOD SUBSTRATE NOTE: MIN: LAP -ON ALL HIP AND RIDGE CAP IS 4". DREXEL METALS APPROVED SEALANT IN ALL LAPS OF HIP AND RIDGE CAP. ROOFTOPGUARD m UNDERLAYMENT PANEL CLIP W/ (2) #10 x 1" PANCAKE HEAD SCREWS PANEL N.T.S. SUBJECT TO CHANGE WITHOUT NOTICE EFFECTIVE DATE: 05/01/05 Page DREXEL METALS CORPORA -1 HIGH -SIDE RIDGE DETAIL PANEL PANEL CLIP W/ \ (2) #10 X 1"� PANCAKE HEAD i SCREWS ROOFTOPGUARD®--I UNDERLAYMENT PLYWOOD SUBSTRATE S.S. POP RIVET,- 18" O.C. #10 X 1" PANCAKE HEAD SCREWS ® 4" O.C. NOTE: MIN. LAP ON HIGH SIDE RIDGE CAP IS 4". DREXEL METALS APPROVED SEALANT IN ALL LAPS OF HIGH SIDE RIDGE CAP. SUBJECT TO CHANGE EFFECTIVE DATE: 05/01/05 — CAULK SEAMS VERT. W/ DREXEL METALS APPROVED SEALANT Z CLOSURE HIGH SIDE RIDGE CAP . N NEL X �- BUTYL TAPE #10 X 1" PANCAKE HEAD SCREWS 8" O.C. STARTER CLEAT WALL SYSTEM STRUCTURAL N.T.S. Page Dmc 150 as DREXEL METALS VALLEY DETAIL PLYWOOD SUBSTRATE NOTE: LAPS IN VALLEY ARE 12" MIN. DREXEL METALS APPROVED SEALANT IN ALL LAPS IN VALLEY. TWO ROWS OF SEALANT BETWEEN VALLEY LAPS, 4" UP FROM LAP. PANEL CLIPS W/ (2) #10 x 1" PANCAKE HEAD SCREWS r OFFSET CLEAT :EL METALS D SEALANT VALLEY PAN — #10 x 1" PANCAKE HEAD SCREWS 4" O.C. — BUTYL TAPE A" X ROOFTOPGUARDa UNDERLAYMENT N.T.S. CHANGE WITHOUT NOTICE EFFECTIVE DATE: 05/01/05 Page 16 DD M C 150 SS DREXEL METALS CORPORATION VALLEY DETAIL PLYWOOD SUBSTRATE NOTE: LAPS IN VALLEY ARE 12" MIN. . DREXEL METALS APPROVED SEALANT IN ALL LAPS IN VALLEY. TWO ROWS OF SEALANT BETWEEN VALLEY LAPS, 4" UP FROM LAP. SUBJECT TO CHANGE WITHOUT NOTICE DREXEL METALS APPROVED SEALANT EFFECTIVE DATE: 05/01/05 #10 x 1" PANCAKE HEAD SCREWS S" O.C. ROOFTOPGUARD® UNDERLAYMENT N.T.S. Page 17 DREXEL METALS CORPORATION HEADWALL DETAIL DREXEL METALS APPROVED SEALANT COUNTER FLASHING" X BUTYL TAPE W/ REGLET ANCHOR SCREWS HEADWALL TRANSITION SUFFICIENTLY LONG . CAULK. SEAMS .VERTICALLY, ENOUGH. W/ :DR.EXEL. METALS ..:. ':' :'.':. WALL...: APPROVED: SE4I:ANT.:-fN-.'ALL-.::'::' .:. '.. :- - ::.:. ROOFTOPGVA FLASHING LAPS ..... ..:'.'.: UNDERLAYMENT.. 2-CLOSURE' BOX END OF PANEL PANEL CLIP W/ X g" BUTYL TAPE (2) #10 X 1" PANCAKE HEAD SCREWS PLYWOOD SUBSTRATE #10 X 1" PANCAKE NOTE: HEAD SCREWS 4" O.0 MIN. 4" LAP ON ALL FLASHING DREXEL j°/ STRUCTURAL METALS APPROVED ✓ ff: SEALANT IN 'ALL FLASHING LAPS. i DREXEL METALS APPROVED SEALANT SIDING SELF—SEALING �� 10 X 1" PANCAKE TENER, 24" O.C. # .. �.. HEAD SCREWS X BUTYL TAPE DREXEL METALS APPROVED SEALANT SURFACE —MOUNT )UNTER FLASHING" X BUTYL TAPE OPTION 3 N.T.S. NOTICE EFFECTIVE DATE: 05/01/05 Page 18 START GABLE' FLASHING. HEAD SCREWS b 8" D.C. END DREXEL METALS CORPORATION START / END GABLE DETAIL GABLE FLASHING S.S. POP RIVET O 18" O.C. FIELD BEND PANEL 1" MIN. Z CLOSURE " X J" BUTYL TAPE ROOFTOPGUARD UNDERLAYMENT PLYWOOD SUBSTRATE #10 X 1" PANCAKE HEAD SCREWS @ 4" O.C. NOTE: 4" MIN. LAP ON ALL GABLE TRIM. DREXEL METALS APPROVED SEALANT IN ALL LAPS OF GABLE TRIM. SUBJECT TO CHANGE WITHOUT NOTICE EFFECTIVE S.S. POP RIVET @ 18" O.C. Z CLOSURE { X:-"-.BUTYL-TAPE: 'RODFfOPG.UARD'®. "..:.: 'UNDERLAYMENT PLYWOOD SUBSTRATE #10 X 1" PANCAKE HEAD SCREWS @ 4" O.C. /05 N.T.S. Page 19 DD M C 150 SS DREXEL METALS CORPORATIO ROOF / FASCIA TRANSITION OPTION 1 - - PANEL CLIP W/ (2) #10 X 1" PANCAKE HEAD SCREWS S.S. POP RIVETS •�� TRANS17tON.::.:; OPTION 2 -!\ ROOFTOPGUARD o UNDERLAYMENT 1 DREXEL METALS �u APPROVED SEALANT ti t PANEL � a %��' PLYWOOD SUBSTRATE og- P&L' EXPP 5ONRi PANEL DREXEL META APPROVED SEALA ROOFTOPGUARDo UNDERLAYMENT EAVE TRIM PANEL —� e 0 �,- N.T.S. PANEL CLIP W/ (2) #10 X 1" PANCAKE HEAD SCREWS r PLYWOOD SUBSTRATE #10 X 1" PANCAKE HEAD SCREWS ® 4" O.C. — X BUTYL TAPE DREXEL METALS APPROVED SEALANT Z-CLOSURE W/ KICK N.T.S SUBJECT TO CHANGE WITHOUT NOTICE EFFECTIVE DATE: 05/01/05 Page Dmc 150 88 DREXEL METALS CORPORATION ROOF TRANSITION PANEL FFSET ........:. OC.LEAT ``'DREXE'L,tv4ETALS,: :' .:.'APPROVED:: SEALANT: TRANSITION TRIM BAULK SEAMS VERT. W/ DREXEL METALS APPROVED SEALANT A..Xr BUTYL TAPE #10 X 1" PANCAKE HEAD SCREWS 4" O.C. #10 X 1" PANCAKE HEAD SCREWS O 6" O.C. k �v%�BUTYL TAPE 1j" X �" #10 x 1" PANCAKE HEAD SCREWS 0 ' 4" O.C. ROOFTOPGUARD® UNDERLAYMENT PLYWOOD SUBSTRATE SUBJECT TO CHANGE WITHOUT NOTICE EFFECTIVE DATE: 05/01/05 N.T.S. Page 21 r DDMC 100 S0 DREXEL METALS CORPORATION VENT PIPE FLASHING DETAIL (8X) STITCH SCREW i i A" X J" BUTYL TAPE AROUND BOOT PANEL '— ROOFTOPGUARDa UNDERLAYMENT PLYWOOD SUBSTRATE UL-90 PANEL CLIP W/ (2) #10 X 1" PANCAKE HEAD SCREWS N.T.S. SUBJECT TO CHANGE WITHOUT NOTICE EFFECTIVE DATE: 05/01/05 Page 22 DDmc 150 ss DREXEL METALS CORPORATION EXPANSION JOINT DETAIL X: .:TAPE :....:::.....:':.....:: ... ... �BUTfL � EXPANSION J41NT S`.S. POP RIVET 0 12" O.C. SELF—SEALING FASTENER 0 24" O.C. PANEL UL-90 PANEL CLIP W/ (2) #10 X 1" PANCAKE HEAD SCREWS JOINT BARRIER NOTE: 4" MIN. LAP ON EXPANSION JOINT CAP. DREXEL METALS APPROVED SEALANT IN ALL EXPANSION JOINT CAP LAPS. SUBJECT TO CHANGE WITHOUT NOTICE #10 X 1 PANCAKE HEAD SCREWS 0 4" O.C. FROOFTOPGUARD® UNDERLAYMENT 24 GA. CLEAT SUBSTRATE 05/01/05 N.T.S. Page 23 DDmc DREXEL METALS CORPORATION CURB DETAIL TRIPLE BEAD BUTYL TAPE SECTION "A -A" ROOF CURB TRIPLE BEAD BUTYL TAPE CURB aC 4" MIN LAP STITCH SCREW (6 PER PANEL) LINEOF B. CUR �— TRIPLE BEAD BUTYL TAPE INSTALL A GENEROUS BEAD OF DREXEL METALS APPROVED SEALANT CAP STRIP ROOF PANEL SUBJECT TO CHANGE WITHOUT NOTICE EFFECTIVE DATE: 05/01/05 Page 24 r FORM 60OA-2001 4 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Whole Building Performance Method A Address: Permitting Office: City, State: Permit Number. Owner. CLASSIC COOLING Jurisdiction Number. 611000 Climate Zone: Central 1. New construction or existing New _ 2. Single family or multi -family Single family _ 3. Number of units, if multi -family I _ 4. Number of Bedrooms 4 _ 5. Is this a worst case? No _ 6. Conditioned floor area (ft') 3681 fF 7. Glass area & type Single Pane Double Pane _ a. Clear glass, default U-factor 0.0 ft2 0.0 ft' _ b. Default tint 678.0 ft' 0.0 ft' - c. Labeled U or SHGC 0.0 ft' 0.0 ft' 8. Floor types _ a. Slab -On -Grade Edge Lrsulation R=0.0, 263.0(p) ft _ b. NIA c. NIA 9. Wall types a. Frame, Wood, Exterior R=19.0, 947.0 ft' b. Frame, Wood, Adjacent R=11.0, 286.0 ft' _ c. Concrete, Int Insul, Exterior R=4.1, 2166.0 ft' _ d. NIA _ e. N/A 10. Ceiling types _ a. Under Attic R=30.0, 2924.0 ft' b. N/A _ c. N/A 11. Ducts _ tea. Sup: Unc. Ret: Unc. AH: Interior Sup. R=6.0, 250.0 ft' _ b. 2 Others 300.0 ft 12. Cooling systems a. Central Unit Cap: 59.0 kBtu/hr _ SEER:I2.00 _ b. Central Unit Cap: 18.0 kBtu/hr _ c. Central Unit FILM C�r 'CapS18.0kBtu/hr _ SEER:12.00 _ 13. Heating systems a. Electric Heat Pump Cap: 59.0 kBtu/hr _ HSPF:8.00 b. Electric Heat Pump Cap: 18.0 kBtu/hr _ HSPF:6.90 _ c. Electric Heat Pump Cap: 18.0 kBtulhr HSPF: 6.96 _ 14. Hot water systems ' a. Electric Resistance Cap: 80.0 gallons__ EF: 0.88 _ b. N/A _ c. Conservation credits (HR-Heat recovery, Solar , C. 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-Mullizone heating) Glass/Floor Area: 0.18 Total as -built points: 47964 PASS Total base points: 48668 I hereby certify that the plans and by this calculation are in cc Energy Code. PREPARED BY: DATE: I hereby certify that this building, asdesigned, is in compliance with the Florida OWNERI'AGENT: - r y oc . N^ DATE: Fi o Review of the plans and specifications covered by this calculation indicates compliance with the Florida Energy Code, Before construction is completed this building will be inspected for compliance with Section 553.908 Florida Statutes. BUILDING OFFICIAL: DATE: EnergyGauge® (Version: FLR2PB v3.30) FORM 60OA-2001 4 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS:. , . PERMIT #: BASE AS -BUILT GLASS TYPES .18 X Conditioned X BSPM = Points Overhang Floor Area Type/SC Omt Len Hgt Area X SPM X SOF = Points .18 3681.0 26.78 17081.3 Single, Tint . E 2.0 11.0 80.0 53.27 0.96 4102.7 Single, Tint SE 2.0 11.0 40.0 50.80 0.95 1939.6 Single, Tint NE 2.0 11.0 40.0 38.88 0.96 1500.7 Single, Tint E 10.0 17.0 72.0 53.27 D.68 2618.8 Single, Tint E 2.0 9.0 72.0 53.27 0.94 3587.3 Single, Tint S 2.0 5.6 8.0 39.84 0.75 239.5 Single, Tint S 2.0 7.0 32.0 39.84 0.84 1086.7 . Single, Tint W 2.0 6.0 32.0 47.90 0.85 1308.8 Single, Tint W 13.0 9.0 96.0 47.90 0.47 2166.1 Single, Tint N 2.0 5.0 16.0 24.46 0.88 342.6 Single, Tint NE 2.0 5.0 16.0 38.88 0.82 510.8 Single, Tint E 2.0 6.0 32.0 53.27 0.85 1457.2 Single, Tint SE 2.0 4.0 6.0 50.80 0.68 207.9 'Single, Tint E 8.0 6.0 32.0 53.27 0.46 790.5 Single, Tint E 6.0 9.0 48.0 63.27 0.64 1645.1 Single, Tint N 2.0 7.0 38.0 24.46 0.92 859.0 Single, Tint W 2.0 4.0 18.0 47.9D 0.74 637.0 As -Built Total: 678.0 24980.3 WALL TYPES Area X BSPM = Points Type R-Value Area X SPM = 'Points Adjacent 286.0 0.70 200.2 Frame, Wood, Exterior 19.0 947.0 1.00 947.0 .Exterior 3113.0 1.90 5914.7 Frame, Wood, Adjacent 11.0 286.0 0.70 200.2 Concrete, Int Insul, Exterior 4.1 2166.0 1.18 2655.9 Base Total: 3399.0 6114.9 As -Built Total: 3399.0 3703.1 DOOR TYPES Area X BSPM = Points Type Area X SPM = Points Adjacent 24.0 1.60 38.4 Adjacent Insulated 24.0 1.60 38.4 Extedoi 0.0 0.00 0.0 Base Total: 24.0 38A As•BuiltTotal: 24.0 38A CEILING TYPES Area X BSPM = Points Type R-Value Area X SPM X SCM = Points Under Attic 2924.0 2.13 6228.1 lUnderAffic 30.0 2924.0 2.13X1.00 6228.1 Base Total: 2924.0 6228.1 As -Built Total: 2924.0 6228.1 EnergyGauge® DCA Form 60DA-2001 EnergyGauge®/ResFREE'2001 FLR2PB v3.30 4 FORM 60OA-2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS:... PERMIT* BASE AS -BUILT FLOOR TYPES Area X BSPM= Points Type R Value Area X SPM = Points Slab 263.0(p) -31.8 -8363.4 Slab -On -Grade Edge Insulation 0.0 263.0(p -31.90 -8389.7 Raised 0.0 0.00 0.0 Base Total: -8363A As -Built Total: 263.0 .8389.7 INFILTRATION Area X BSPM = Points Area X SPM" = Points 3681.0 14.31 52675.1 3681.0 14.31 52675.1 Summer Base Points: 73774.4 Summer As -Built Points: 79235.4 Total Summer X System = Cooling Total X Cap X Duct X System X Credit = Cooling Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points (DM x DSM x AHU) 79236.4 0.621 (1.087 x 1.150 x 0.90) 0.284 1.000 16685.7 79235.4 0.189 (1.087 x 1.150 x 1.10) 0.284 1.000 5090.6 • _ 79235.4 0.189 (1.087 x 1.150 x 0.90) 0.284 1.000 5090.6 73774.4 0.4266 31472.2 79235.4 1.00 1.193 0.284 1.000 26866.8 EnergyGaugeTM DCA Form 600A-2001 EnergyGauge4D/ResFREE'2001 FLR2PB v3.30 �a FORM 600A-2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: II I PERMIT#: I BASE AS -BUILT GLASS TYPES .18 X Conditioned X BWPM = ,Points Overhang Floor Area Type/SC Ornt Len Hgt Area X WPM X WOF = Point, .18 3681.0 5.86 3882.7 Single, Tint E 2.0 11.0 80.0 13.04 1.01 1053.1 Single, Tint SE 2.0 11.0 40.0 11.49 1.03 471.0 Single, Tint NE 2.0 11.0 40.0 15.07 1.00 603.1 Single, Tint E 10.0 17.0 72.0 13.04 1.08 1013.1 Single, Tint E 2.0 9.0 72.0 13.04 1.01 952A Single, Tint S 2.0 5.0 8.0 10.88 1.18 103.1 Single, Tint S 2.0 7.0 32.0 10.88 1.08 374.5 Single, Tint W 2.0 6.0 32.0 13.80 1.02 450.9 Single, Tint W 13.0 9.0 96.0 13.80 1.10 1457.7 Single, Tint N 2.0 5.0 16.0 15.38 0.99 244.8 Single, Tint NE 2.0 5.0 16.0 15.07 1.00 241.3 Single, Tint E 2.0 6.6 32.0 13.04 1.03 429.8 Single, Tint SE 2.0 4.0 6.0 11.49 1.19 81.7 Single, Tint E 8.0 6.0 32.0 13.04 1.22 507.1 Single, Tint E 6.0 9.0 48.0 13.04 1.10 686.0 Single, Tint N 2.0 7.0 38.0. 15.38 1.00 582.2 Single, Tint W 2.0 4.0 18.0 13.80 1.04 259.2 As -Built Total: 678.0 9511.1 WALL TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Adjacent 286.0 1.80 514.8 Frame, Wood,. Exterior 19.0 947.0 1.10 1041.7 Extedo� 3113.0 2.00 6226.0 Frame, Wood, Adjacent 11.0 286.0 1.80 514.8 Concrete, Int Insul, Exterior 4.1 2166.0 3.31 7158.6 Base Total: 3399.0 6740.8 As -Built Total: 3399.0 8716.1 DOOR TYPES Area X BWPM = Points Type Area X WPM = Points Adjacenrt 24.0 4.00 96.0 Adjacent Insulated 24.0 4.00 96.0 Exteriok 0.0 0.00 0.0 Base Total: 24.0 - 96.0 As -Built Total: 24.0 96.0 CEILING TYPES Area X BWPM = Points Type R Value Area X WPM X WCM = Points Under Attic 2924.0 0.64 1871.4 Under Attic 30.0 2924.0 0.64X1.00 1871.4 Base Total: 2924.0 1871.4 As -Built Total: 2924.0 1871A EnergyGauge® DCA Form 60OA-2001 EnergyGauge®/ResFREe2001 FI_R2PB v3.30 FORM 60OA-2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS:,,; PERMIT #: BASE AS -BUILT FLOOR TYPES Area X BWPM =Points Type R Value Area X WPM = Points Slab 263.0(p) -1.9 -499.7 Slab -On -Grade Ede Insulation Raised' 9 0.0 263.0(p 2.50 657.; 0.0 0.00 0.0 INFILTRATION Area X BWPM = Points Area X WPM = Points 3681.0 -0.28-1030.7 Winter Base Points: 11060.5 3681.0 Winter As -Built Points: -0.28 -1030.7 Total Winter X System Points = Heating Total X Cap X Duct X System X Credit 19820.5 Multiplier Points Component Ratio Multiplier Multiplier Multiplier = Heating Points (DM x DSM x AHU) 19820.6 0.621 (1.078 x 1.160 x 0.92) 0.427 1.000 6381.9 19820.5 0.189 ,(1.078 x 1.160 x 1.11) OA95 1.000 2257.4 11060.6 0.6274 69394 ..5 19820.5 19820 0189 11 00 (1071 215 x o.9z)0 � 450 1495 000 10840.8 EnergyGaugeTM DCA Form 60OA-2001 EnergyGsuge®/ResFREE'2001 FLR2PB J3.30 FORM 60OA-2001 WATER HEATING & CODE COMPLIANCE STATUS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE AS -BUILT WATER HEATING Number of X Multiplier = Total Tank EF Number of X Tank X Multiplier X Credit .= Total Bedrooms Volume Bedrooms Ratio Multiplier 4 2664.60 16256.0 66.6 6.66 4 1.00 2564.00 1.00 10256.0 As -Built Total: 10266.0 CODE COMPLIANCE STATUS BASE AS -BUILT Cooling + Heating + Points Points Hot Water Points = Total Points Cooling + Heating + Hot Water = Total Points Points Points Points 31472 6939 10256 48668 26867 10841 10266 47964 FFPASS EnergyGauge1p° DCA Forth 60OA-2001 EnergyGauge@1ResFREE'2001 FLR2P8 v3.30 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE SCORE* = 83.7 The higher the score, the more efficient the home. CLASSIC COOLING, , , , 1. New construction or existing New _ 12. Cooling systems 2. Single family or multi -family Single family _ a. Central Unit 3. Number of units, if multi -family I _ 4. Number of Bedrooms 4 _ b. Central Unit 5: Is this a worst case? No _ 6. Conditioned floor area 3681 it' c. Central Unit 7. Glass area & type Single Pane Double Pane - a. Clear - single pane 0.0 ft' 0.0 ft2 _ 13. Heating systems b. Clear - double pane 678.0 ft' 0.0 ft' _ a. Electric Heat Pump c. Tintlother SHGC - single pane 0.0 ftz 0.0 ft' _ d. Tint/other SHGC - double pane b. Electric Heat Pump 8. Floortypes a. Slab -On -Grade Edge Insulation R=0.0, 263.0(p) It _ c. Electric Heat Pump b. N/A _ c. N/A 14. Hotwatersystems 9. Wall types _ a. Electric Resistance' a. Frame, Wood, Exterior R=19.0, 947.0 ft' b. Frame, Wood, Adjacent R=11.0, 296.0 ft' _ b. N/A c. Concrete, Int Insul, Exterior R= 4.1, 2166.0 IF _ d. N/A _ a Conservation credits e. N/A (HR-Heat recovery, Solar 10. Ceiling types _ DHP-Dedicated heat pump) a. Under Attic R=30.0, 2924.0 ft' _ 15. HVAC credits . b. N/A _ (CF-Ceiling fan, CV -Cross ventilation, c. N/A HF-Whole house fan, 11. Ducts _ PT -Programmable Thermostat, a. Sup: Unc. Ret: Unc. AH: Interior Sup. R=6.0, 250.0 ft' _ MZ-C-Multiwne cooling, b. 2 Others 300.0 ft MZ-H-Multiwne 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 fatal inspection. Otherwise, a new EPL Display Card will be completed based on installed Code complianj features. y Builder Signature: r _ /s.Ir Date: �0 Address of New Home: �� D%J� j, -�'ta� City/FL Zip: 712,,y,,i rfk9'1 2 QP3}`%s/ `NOTE: The home's estimated energy performance score is only available through the FLARES computer program. This is not a Building Energy Rating. Ifyour score is 80 or greater (or 86 for a US EPA/DOE EnergyStarn'designation), your home may qualms for energy efficiency mortgage (EEM incentives ifyou obtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at 3211638-1492 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 8501487-1824. EnergyGaugeO (Version: FLR2PB v3.30) Cap: 59.0 kBtu/hr SEER:12.00 _ Cap: 18.0 kBtu/hr _ SEER:12.00 _ Cap: 18.0 kBtu/hr _ SEER: 12.00 Cap: 59.0 kBtu/hr _ HSPF:8.00 _ Cap: 18.0 kBtu/br _ HSPF: 6.90 _ Cap: 18.0 kBtu/hr _ HSPF: 6.90 Cap: 80.0 gallons _ EF: 0.88 FORM 60OA-2001 Code Compliance Checklist Residential Whole Building Performance Method A - Details ADDRESS: , r r PERMIT #: GA-21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE CHECK Exterior Windows & Doors 606.1.ABC.1.1 Maximum:.3 cfmis .ft. window area; .5 cfrrl/s .ft. door area. Exterior & Adjacent Walls 606.1.ABC.1.2.1 Caulk, gasket, weatherstrip or seal between: windows/doors & frames, surrounding wall; foundation & wall sole or sill plate; joints between exterior wall panels at comers; 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 >1/6" sealed unless backed by truss or joint members. EXCEPTION: Frame floors where a continuous infiltration barrier Is installed that Is sealed to the oeririieter, -erietfations and seems. Ceilings 606.1.ABC.1.2.3= Between walls & ceilings; penetrations of ceiling plane of top floor, around shafts, chases, soffits, chimneys, cabinets sealed to continuous air barrier, gaps in gyp board & top plate; attic access. EXCEPTION: Frame ceilings where a continuous Infiltration barrier is installed that Is sealed at the perimeter, at penetrations and seams. Recessed Lighting Fixtures 606.1.ABC.1.2.4 Type IC rated with no penetrations, sealed; or Type IC or non4C rated, installed inside a sealed box with 1/2" clearance & 3" from insulation; or Type IC rated with < 2.0 cfrn 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. CA 79 f%TYCD DDCCCDIDTI\/C MCACI IDCC rmuc} 6a moo nr avraarlad by nll racidanepQ 1 COMPONENTS SECTION REQUIREMENTS CHECK Water Heaters 612.1 Comply with efficiency requirements in Table 6-12. Switch or clearly marked circuit breaker electric or cutoff as must be provided. External or built-in heat traprequired. Swimming Pools & Spas 612.1 Spas & heated pools must have covers (except solar heated). Non-eommerclal pools must have a pump timer. Gas spa & pool heaters must have a minimum thermal efficient of 78%. Shower heads 612.1 Water flow must be restricted to no more than 2.5 9BIlDns per minute at 80 PSIG. Air Distribution Systems 610.1 All ducts, finings, mechanical equipment and plenum chambers shall be mechanically attached, sealed, insulated, and installed in accordance with the criteria of Section 610. Ducts in unconditioned attics: R-6 min. insulation. HVAC Controls 607.1 Se arate readily accessible manual or automatic thermostat for each system. Insulation 604.1, 602.1 Ceilings -Min. R-19. Common walls -Frame R-11 or CBS R-3 both sides. Common ceiling & floors R-11. EnergyGaugeTM DCA Form 60OA-2001 EnergyGauge®/ResFREE'2001 FLR2PB v3.30 Pro ect Summand Job: CLASSIC COOLING • J Date: 6/2412005 o UNIT ONE By: WG 0 S. E. RESIDENCE WWW ENTERPRISES & SON INC, FT. PIERCE, FL 34945 Phone: 772-465-9373 Fax: 772-465.7732 •Project• • For: Notes: S.E. RESIDENCE 12075 s INDIANRIVER DR., FT. PIERCE, FL - FILE COPY Design Information Weather: Fort Pierce, FL, US Winter Design Conditions Summer Design Conditions Outside db 42 OF Outside db 90 OF Inside db 70 OF Inside db 75 OF Design TD 28 OF Design TO 15 OF Daily range Relative humidity Moisture difference L ' 50 61 % gr/lb Heating Summary Building heat loss 37397 Btuh Ventilation air 73 cfm Ventilation air loss 2239 Btuh Design heat load 39636 Btuh Infiltration Method Simplified Construction quality Average Fireplaces 0 Area (ft') Volume (ft') Air changes/hour Equiv. AVF (cfm) Heating Coolina 2226 2226 24772 24772 0.339 0.17 Heating Equipment Summary Make Trane Trade NE. XE 1200 ` aathertron TWP060D3 Efficiency 8.3 HSPF Heating input Heating output 55500 Btuh @ 470F beating temp rise 0 OF Actual heating fan 0 cfm Heating air flow factor 0.000 cfm/Btuh Space thermostat Sensible Cooling Equipment Load Sizing Structure 41842 Btuh Ventilation 1200 Btuh Design temperature swing 3.0 OF Use mfg. data Rate/swing multiplier 1.06 Total Sens. equip. load 43041 Btuh. Latent Cooling Equipment Load Sizing Internal gains 400 Stuh Ventilation 3040 Btuh Infiltration 2997 Btuh Total latent equip. load 7237 Btuh Total equipment load 50278 Btuh P.eq. total capacity at 0.73 SHR 4.9 ton Cooling Equipment Summary Make Trane Trade NE XE 1200 `J6'eathel.ron TWP06bD3 TWEOo0F13. Efficiency 12.4 SEER Sensible cooling 43100 Btuh Latent cooling 15901 Btuh Total cooling 59000 Btuh Actual cooling fan 1800 cfm Cooling an �16 facto, 0.043 cf.vStuh Load sensible haat ratio 86 BaWfago values have been manually overNtltlen Printout certified by ACCA to meet a(. requirements of manual J 801 Ed. wnghtsoft Right -Suite Residential J85.8.17 RSR27995 2005-Sep-30D818:11) /1C�h C:thlyD=mentslWdghtsoftHVAC1SERESIDENCE-CLASSIC.np Calc-MJ8 Orentalion-E Page 2 Right -A Worksheet UNIT ONE S. E. RESIDENCE W WW ENTERPRISES & SON INC. FT, PIERCE, FL 34945 Phone: 772465-9373 Fax: 772-465-7732 Job: CLASSIC COOLING Date: 5/24/2006 By: WG 1 Room name UNIT ONE BEDRM 4 2 Exposed wall 188.1 If 33.0 If 3 Ceiling height 11.1 It p 10.0 ft heat/cool 4 Room dimensions 1.0 x 230.0 ft 5 Room area 2226.0 ft' 230.0 ft' Ty Construction U-value Or HTM Area (112) Load Area (ft') Load number (StuN@%°F) (Btuhtft-) or perimeter (ft) (Btuh) or perimeter (B) (Btuh) Heat Cool Gross WP/S Heat Cool Gross N/P/S Heat Cool 6 W 12E-Osw 0.068 n 1.90 1.05 0 0 0 0 0 0 0 0 t-G IA-hiob 1.080 n 30.24 31,75 0 D 0 0 0 D 0 0 13A4ocs 0.143 It AIM 2.00 264 264 1057 529 20 20 80 40 1A-hlob 1.080 n 30.24 31.75 0 0 0 0 0 0 0 0 11 W 13A4ocs 0,143 ne 4.00 1.07 99 60 240 64 0 0 0 0 IA-hiob 1.080 ne 30.24 55.70 39 0 1184 2181 0 0 0 0 1A-h1ob LOBO ne 30.24 55.46 0 0 0 0 0 0 0 0 W 12E-Osw 0.008 a 1.90 0.66 0 0 0 0 0 0 0 0 10A-b 0.970 a 27.16 54.76 0 0 0 0 0 D D 0 Li 1A-hlomd 1.270 a 35.56 84.60 0 0 0 0 0 0 0 0 1A-hlob 1.030 a 30.24 82.04 0 0 0 0 0 0 0 0 W 13A4om 0.143 a 4.00 1.27 586 371 1485 472 0 0 0 0 1OA-b 0.970 a 27.16 57.29 - 72 39 1956 2732 0 0 0 0 IA-htob 1.050 a 30.24 74.13 BO 5 2419 5674 0 0 0 D 1A-hlob 1.080 a 30.24 91.15 0 0 0 0 0 0 0 0 to-hlob 4.08D a 30.24 77.48 63 6 1905 4599 0 0 0 0 1�y 12E-Osw 0,068 se 1.00 1.05 0 0 0 0 0 0 0 0 �-G 1B-c1fm 1.13D se 31,54 102,69 0 0 0 0 0 0 0 0 W L-G 13A-4ocs 1A-hlob 0.143 1.080 se se 4.00 30.24 1.90 65A7 99 39 60 11 240 1184 114 2138 0 0 0 0 0 0 0 0 W 12E-Osw 0.068 s 1.90 0.78 0 0 0 0 0 0 0 0 W 13A4ocs 0A43 s 4.00 1.36 632 - 592 2371 805 170 138 553 188 1A-hlob 1.080 S 30,24 46.40 8 3 242 254 0 0 0 0 1A-hlob 1.080 s 30.24 46.40 32 32 902 1010 32 32 962 1010 W 12B-Osw 0.097 s 2.72 2.35 50 50 136 117 0 0 0 0 W L-G 12E-Osw to-hiob 0.068 1.080 w w 1.90 30.24 1.99 90.32 0 0 -0 0 0 0 0 0 0 0 0 0 0 0 0 0 13A4oes 0.143 w 4.00 3.52 255 127 509 447 0 0 0 0 'A-hiob 1.080 w 30.24 90.32 0 D 0 0 0 0 0 0 to-clobd 1.080 w 30.24 109.06 96 96 2903 3138 0 0 0 0 IA-htob 1.080 w $0.24 90,32 32 4 962 2640 0 0 0 0 W 12B-Osw 0.097 w 272 4,70 220 196 532 922 140 140 380 659 L-D 11NO 0.350 w 9.60 19.95 24 24 235 479 0 0 0 0 C 16B-30ad 0.032 - 0.9D 1.68 1863 1803 1069 3129 230 230 206 386 F 22A-tph 1.358 - 38.02 0.00 2226 188 7152 0 230 33 1255 0 Envelope l9ss/gain 29343 31446 3436 2282 12 a) Infiltration 4967 1183 743 177 b) Ventilations 0 0 0 0 13 Internal gains: Occupants @ 230 2 460 1 230 Appliances @ 1200 2 2400 0 0 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution -0 0 7 14 14 Subtotal 34309 3548814187 2703 1151 Duct loads 9% 18% 3088 6354 9% . IS -AI 377 484 Total mom load 37307 41842 4564 3187 Air required (cm) 0 1800 0 137 Printout certified by ACCA to meet all requirements of Manual J 8th Ed. wrsghtsoft Right -Suite Residential J85.6.17RSR27995 2005-Sep-3008:18:00 AMA C:1My DocumentslWrightsoft HVAC1SE RESIDENCE-CLASSIC.mp Cale -MJ8 Orientation -E Page I Right -A Worksheet UNIT ONE S. E. RESIDENCE W W W ENTERPRISES & SON INC, FT. PIERCE, FL 3490 Phone: 772465.9373 Fez: 772d85-7732 Job: CLASSIC COOLING Date: 512412005 By: WG 1 Room name BATH 3 BEDRM 3 2 Exposed wall 15.0 it 35.0 it ' 3 Ceiling height 10.0 it heat/cool 12.0 It heaUcool 4 Room dimensions 16.0 x 7.0 1t 18,0 x 14.0 ft 5 Room area 112.0 ft' 252.0 W Ty Construction U-value Or HTM Area (III Load Area (ftj Load number (Btuh/ft"F) (Btuh/ftj or perimeter (ft) (8Wh) or perimeter (ft) (Btuh) Heat Cod Gross N/P/S Heat Cool Gross N/PIS Heat Cool 6 12E-Osw 0.068 n 1.90 1.05 0 0 0 0 0 0 0 0 I-C 1A-hiob 1.080 n 30.24 31.75 0 0 0 0 0 0 0 0 t13A4ocs 0.143 In 4.00 2,00 0 0 0 0 36 36 144 72 -C 1A-hiob 1.080 n 30.24 31.75 0 0 0 0 0 0 0 0 11 W 13A4ocs 0.143 ne 4.00 1.07 0 0 0 0 0 0 0 0 1A-htob 1.080 ne 30.24 55.70 0 0 0 0 0 0 0 0 IA-htob 1.080 ne 30.24 55.46 0 0 0 0 0 0 0 0 12E-Osw 0.068 a 1.90 0.66 0 0 0 0 0 0 0 0 1OA-b 0.970 a 27.16 54.76 0 0 0 0 0 0 0 0 r• to-hlobd 1.080 a 30.24 82.04 0 0 0 0 0 0 0 0 13A-400a 0.143 a 4.00 1.27 80 80 320 102 216 153 613 195 OA-b tA-hl 0 0 a 27 .24 67.13 0 0 0 0 0 0 0 0 D 1.97 .080 a 30.16 74.29 0 0 0 0 0 0 0 0 - G IA-hlob 1.080 a 30.24 91.15 0 0 0 0 0 0 0 0 --(" 1A-h10D 1.080 a 30.24 77.48 0 0 0 0 63 6 1905 4599 1M 12E-0sw 0.068 Be 1.90 1.06 0 0 0 0 0 0 0 0 �--G iB-oltm 1.130 Be 31.64 102,89 0 0 0 0 0 0 0 0 WI--G 1 hlob 1080 Be 3024 65A77 0 0 0 0 0 0 0 0 W W�13A4ocs 12E-usw 0.053 0.143 s s 1.90 4.00 0.75 16I 0 70 0 82 0 248 0 84 0 168 0 Ise 0 673 0 228 1A-h1ob 1.080 s 3024 4640 8 6 242 254 0 0 0 0 w IA-hiob LOBO 5 30.24 46.40 0 0 0 D D 0 0 0 W 12B-0sw OC97 s 2.72 2.35 0 0 0 0 0 0 0 0 W (_--G 12E-Osw to-hiob 0.068 1.080 w w 1 ,90 30.24 1.99 90.32 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Y}1 )��-{(G'' 13A-4ucs 13A-40b 0.143 1.080 w w 0.24 34.24 3.52 90.32 0 0 0 0 '9 0 0 0 0 0 0 0 0 0 0 0 IA-clobd 1.000 w 3024 109.06 0 0 0 0 0 0 0 0 1A-hlob 1.080 w 30.24 90.32 0 0 0 0 0 0 0 0 NI I-D 12B-0sw IINO 0.097 0.360 w w 2.72 9.80 4.70 19.95 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 C 1613-30ad 0.032 - 0.90. 1.68 112 112 100 188 252 252 228 423 F 22A-tph 1.358 - 38,02 0.00 112 16 670 0 262 35 1331 0 Envelope loss/gain 1481 628 4891 5517 12 a) Infiltration 338 80 946 225 b) Ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 1 230 Appliances @ 1200 0 0 0 0 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 13 24 18 34 14 Subtotal 1832 733 5355 6007 15 Dud loads 9% 18% 165 131 9% 18% 527 1076 Total room load 1997 864 6382 7082 Air required(cfm) 0 37 D 305 Printout certified by ACCA to meet all wrtg F'1L50fC Right -Suite Residential A 5.8.17 RSR27995 ACCA C:WyDocuments%Wdghtsoft HVAC\SERESIDENCE-CLASSIC.np Cale -MA Orientatlon=E of Manual J 8th Ed. 2005-Sep-30 08:18:00 Page 10 Right-A Worksheet UNIT ONE S. E. RESIDENCE WWW ENTERPRISES & SON INC. FT. PIERCE, FL 34945 Phone: 772465-9373 Fax: 772465-7732 Job: CLASSIC COOLING Date: 5/24/2005 By: WG 1 Room name FOYER FOR 2 Exposed wall 8.0 It 0.0 It 3 Ceiling height 17.0 It heat/cool 10.0 It heat/cool 4 Room dimensions 8.0 x 11.1) ft 1.0 x 37.6 R 5 Room area 88.0 rye 37.5 ft' Ty Construction U-value Or H7M Area (1t') Load Area (M Load number (Btuhlft? °F) (Btuhm or perimeter (ft) (Btuh) or perimeter (R) (Btuh) Heat Cool Gross N/PfS Heat Cool Gross N/P!S Heat Cool 6 W I---G 12E-Osw 0.068 n 1.90 1.05 0 0 0 0 0 0 0 0 1A-h1Db 1.080 n 30.24 31.75 0 0 0 0 D 0 0 0 13A-4ocs 0.143 n 4.00 2.00 0 0 0 0 0 0 0 0 1A-hlob 1.080 n 30.24 31.75 0 0 0 0 0 0 0 0 11 W 13A-4ocs 0.143 ne 400 1.07 0 0 0 0 0 0 0 0 to-hiob 1.080 no 30.24 55.70 0 0 0 0 0 0 0 0 IA-hlob 1.080 ne 30.24 55.46 0 0 0 0 0 0 0 0 wI 12E-Dsw 0.058 a 1.9D 0.66 0 0 0 0 0 0 0. 0 10A-b 0.970 a 27.16 54.76 0 0 0 0 0 0 0- 0 1A-h1omd 1.270 a 35.56 84.60 0 0 0 0 0 0 0 0 I�_tG IA-htob 1.080 a 30.24 82.04 0 0 0 0 0 0 0 0 W 13A-40cs 0.143 a 4.0D 1.27 136 64 256 81 0 0 0 0 1OA-b 0,970 a 27.16 57.29 72 39 1950 2732 0 0 0 0 IA-htob 1.080 a 30.24 74.13 0 0 0 0 0 0 0 0 1A.hlob 1.080 a 30.24 91.15 0 0 0 0 0 0 0 0 1A-hlob 1.080 a 30.24 77AB 0 0 0 0 0 0 0 0 W 12E-Dsw 0.068 se 1.90 1.05 0 0 0 0 0 0 0 0 I- 0 1B-clfm 1.13D se 31.54 102,69 0 0 0 0 0 0 0 0 w 13A4ocs 0A43 se 4.00 1.90 0 0 0 0 0 0 0 0 I-G 1A-h1ob 1.080 se 30.24 65.17 0 0 0 0 0 0 0 0 w 12E-Osw 0.068 s 1.90 0.78 0 0 0 0 0 0 0 0 13A4ocs 0,143 s 4.00 1.38 0 0 0 0 0 0 0 0 to-hiob 1.030 s 30.24 4640 0 0 0 0 0 0 0 0 to-hiob 1.080 s 30.24 46.40 0 0 0 0 0 0 0 0 W 12B.Osw 0.097 s 2.72 2.36 0 0 0 0 0 0 0 0 w 12E-0sw 0,068 w 1.90 1.99 0 0 0 0 0 0 0 0 I-G 1A-hiob 1.080 w 30.24 90.32 0 0 0 0 0 0 0 0 W 13A400s 0.143 w 4.00 3.52 0 0 0 O 0 0 0 0 IA-hlob 1.080 w 30.24 90.32 0 0 0 0 0 0 0 0 1A-clobd 1.00D w 30.24 109.06 0 0 0 0 0 0 0 0 -G IA-h10b 1.080 w 30.24 90.32 0 0 0 0 0 0 0 0 W 128-Osw 0.097 w 2,72 4.70 0 0 0 0 0 0 0 0 I-D 11NO 0,350 w 9.80 19.95 0 0 0 0 0 0 0 C 1OB-30ad 0.032 0.90 1.08 88 88 79 148 38 38 34 63 F 22A-tph 1.358 3B4O2 0.00 88 8 304 0 38 0 0 0 Envelope lossrgain 2595 2962 34 63 12 e) Infiltration 3D6 73 0 D b) Ventilation 0 0 0 0 13 Internal gains; Occupants @ 230 0 0 0 0 Appliances Q 1200 0 0 0 0 Less external load 0 0 0 D Less transfer 0 0 0 0 Redistribution 15 27 13 25 14 Subtotal 2915 3052 47 Be 15 Duct loads 1 9% 18% 262 548 9% 18°/ 4 16 Total room load 3178 3610 51 103 Air requiretl (cim) D 155 0 4 Printout certified by ACCA to meet all requirements of Manual J 8th Ed. w"Cj FstsOft RIgM-Suite Residemial J8 5.8.17 RSR27995 2005-Sep-3008:18:00 C:\My Documents\Wdghtsoft HVAC\SERESIDENCE-CLASSIGnp Cele=MJ8 Orientation-E Page 11 Right -A Worksheet UNIT ONE S. E. RESIDENCE 'W W W ENTERPRISES & SON INC, FT. PIERCE, FL 34945 Phan: 772-465-9373 Fax: 772-465-7732 Job: CLASSIC COOLING Date; 5/24/2006 By: WG 1 Room name CLT DEN 2 Exposed wall 3.0 ft 21.0 it 3 Ceiling height 10.0 it heallcool 10.0 It heat/cool 4 Room dimensions 1.0 x 49.5 R 12.0 x 15.0 it 5 Room area 49.5 ft' 180.0 ft- Ty. Construction U-value Or HTM Area (ft5 Load Area (ftj Load number (Btuh/ft =°F) (Btuh/ft5 or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross NIPS Heat Cool Gross N/P7S Heat Cool B 12E-Osw 0.068 n 1.90 1,05 0 0 0 0 0 0 0 0 to-hlob 1.080 n 30.24 31.76 0 D 0 0 0 0 0 0 1y 13A4ocs 0.143 n 4.00 2.00 0 0 0 0 40 40 180 80 I-C 1A-hiob 1.D80 n 30.24 31.75 0 0 0 0 0 0 0 0 17 W 13A-4ocs 0.143 ne 4.00 1.07 0 0 0 0 0 0 0 0 _ II----�� to-hiob 1.080 ne 30.24 55.70 0 0 0 0 0 0 0 0 �C tA-hlob 1.080 ne 30.24 55.46 0 0 0 0 0 0 0 0 W 12F-Osw n 058 e 1.90 0 56 n 0 n 0 n 0 0 0 -G 11 DA-b 0.970 a 27.16 54.76I 0 0I 0 0 0I 0 0I 0 1A-hlomd 1,270 a 35.56 84.60 0 0 0 0 0 0 0 0 b 1.080I a 30.24 62U4I 0 UI OI 0 0 bl ui 0 W i--t; 13A-4ocs 1Do-4 0. I a 4.00 1.27 0 0 0 0 0 0 0 0 0970 e 27.2 57 29 0 0 0 0 0 0 0 0 1A-hiob 030 1,080 I a 4 30.24 74.13 ' D 0 D D 0 0 0 0 lA-hiob 1.080I a 30.24I 91.15 0 0I OI DI 0 0 0 0 N/ 1A-Mob 12E-Osw 1.080 I 0.068 a a 50.24 1.90I 77.48 1.05 D 0 u 9 0 0� u 0 o OI u 0 0 0 b 0 a WI 1B-011m 1.130 ce 3124 1n2.69 n n 0 0 n 0 n 0 -113A-4os 11-,G 0.143 4.001 7.90 0 6 DI OI DI 0 OI 0 1A-h1ob 1.080 se 36,24 65.17 0 0 0 0 0 0 0 0 W 12E-Osw 0.069 a 1.9U 0.78 0 0 0 U U 0 0 0 Vil I_r 13A-flocs 0.143 s 4.00 1.36 0 0I OI OI 0 n 0 0 I--G 7A.-h?Ob ? nan 3024 464n n n 0 n n n 1A-h1ob 1.06D s 30.24 40.40 0 0 D 0 0 DI 0 0 W 126-0sw 0.097 s 2,72 2.35I 01 0 0 01 50 50 136 117 W i--G 12E-Osw 0.06E w 1.90 1.99I 0 0 0 0 0 0 0 1A.hlob 1.08D w 30.24 90.32 0 0 0 0 0 0 0 0 R 13A-40Cs 0.143 w 4 ^^ 3.52 0 01 0 ^ `0I 3 310 to-hiob 1.080 w 30.24 90.32 0 0 0 0�0 COI �V0 0 1--(' IA-C10bd 1MI7 w 30.24 109.05 0 0 0 0 0 0 0 0 to-hiob 1.080 w 30.24 90.32 0 0 0 0 32 4 962 2640 W 128-0=-w 0.097 w 2.72 4.70 0 0 A 0 0 0 0 0 t--D 11N0 ^.350 w 9.30 IV.951 0 0 0 0 0 0 0 0 d I 50I 40 60 80 161121 30 F i 22A- ph 1.35B - I 38.02 0.00I 50 180 ' 799 I 0 l Envelope foss/gain 44 53 2571 3450 12 a) Infiltration 0 0 473 113 • b) Ventilation 0 0 0 0 13 Internal gains: Occupants Q 230 0 0 0 0 Appliances (g! 1200 0 0 0 0 Less external load 0 0 0 0 Less transfer 0 0 0 0 RedistdbubDn 22 42 0 0 14 Subtotal 67 125 3044 3563 111 Duct loads - 9%1 61 22 9% 18% 274 638 Total room load 73 147 3317 4201 Air required(clm) 0 6 0 181 meet all reauirements of wrl(Jtlt50fi Right -Suite Residential J8 5.8.17 RSR27995 C:NyDocumentslWdghtsoft HVAC\SERESIDENCE-CLASSIC.np Calc>MJ8 Orientation-E 2005-Sep-3008:18:DO Page 12 13 Righttil8 Worksheet UNIT ONE S. E. RESIDENCE WWW ENTERPRISES & SON INC, FT. PIERCE, FL 34945 Phone: 772-465-9373 Fax: 772-465.7732 Job: CLASSIC COOLING Date: 512412005 By: WG 1 Room name KITCHEN HALL 2 Exposed wall 0.0 ft 0.0 ft 3 Ceiling height 9.0 It heat/cool 10.0 It heattecol 4 Room dimensions 1.0 x 409.5 It 1.0 x 123.0 It 5 Room area 409.5 ft2 123.0 W Ty Construction U-value Or HTM Area (ft5 Load Area (ft� Load number (Btuh/ft' °F) (Btuh/ft-) or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross NIP/S Heat Cool Gross N/PIS Heat Cool 6 W 12E-Osw 0.068 n 1.90 1.05 0 0 D , 0 0 0 0 0 I--G to -blob 1.080 n 30.24 31.75 0 0 0 0 0 0 0 0 13A-4ocs 0.143 n 4,00 2.00 0 0 0 D 0 0 0 0 1A-htob 1.080 n 30.24 31.75 0 0 0 0 0 0 0 0 11 W 13A-4ocs 0.143 ne 4.00 1.07 0 0 0 0 0 0 0 0 Et1A-hlob 1.080 ne 30.24 55.70 0 0 0 0 0 0 0 0 to-hiob 1.080 ne 30.24 55.46 0 0 0 0 0 0 0 0 W 12E-Osw 0.068 e 1.9D 0.66 0 0 0 0 0 0 0 0 10A-b 0,970 a 27.16 54.76 0 0 0 0 0 0 0 0 1A-hlomd 1.270 a 35.56 84.60 0 0 0 0 0 0 0 0 _ 3024 61.27 13A-4ocs 0.143I a 4.OD DI 0 0 0 0 0 D 0 1--C 1DA-h 1A-h1ob n.970 1.080 a a 27.16 3D.24I 57.29 74.13 D 0 0 D 0 0 0 0 0 0 0 D 0 0 0 0 to-hlob 1.080 a 30.24 91.15 0 D 0 0 D 0 0 0 �C IA-hlob 1.080 a 30.24 '17.48 0 U 0 U U D U U W 12E-Osw 0,058 $e 1.90I 1,05 0 0 OI 0 0 0 0 0 L-G 1B-ct fm 1.130 se 31 64 102,69 0 0 0 0 0 n 0 0 WL--G �080 se �24 117 IA-hiob 11 se 30143 65.00 OI 0 D OI 0 0 OI 0 W 12E-Osw 0.068 s 1.90 0.78 0 0 0 0 0 D - a 0 W 13A-4ocs OA43 s 4.00 1.36 0 0 0 0 0 0 0 0 1A-hiob 1.080 s 3024 4640 0 0 0 0 0 0 D O IA-hlob 1.080 s 30.24 46.40 0 D D 0 9 D OI 0 W 12B-Osw O.U97 s 2.72 2.35 U 0 0 0 0 0 0 0 W 1-- G 12E-Osw p.068 w 1.90 1.99 0 0 U 0 p 0 0 0 to-hiob 1.080 w 30.24 90.32 0 0 0 0 0 0 0 0 '. 13A-10Ca 0:143 w 4.00 3.52 0 0 0 0 0 D 0 0 I-G 194,70 M-hlob 1A11-Osw 3024 W 0.09D7 w 0 pl D 0 0 D DI 0 1 11NO 0.350 w 9.80 19.95 0 0 0 0 0 U 0 0 C 16B-30ad 0.032 OM1.68 59I 59I 53� 99I 123 123I 110� 207 IF 2A4ph 1.350 _ 30.02 I 0.00 I 410 0 0� 0 123 0 0 O En.elope Iasslgain 53 99 1 110 207 12 a) Infiltration 0 D 0 0 b Ventllatlml i 0 0 u 0 13 Internal gs')W Occupants (d) 230 0 0 0, p Appliances Q 1200 1 1200 0 0 Less external load 0 D 0 0 Lass transfer D 0 D D Redistribution 15 27 -110� -207 14 Sublotal 97 1326 D p 15 Duct loads 9% 18% 6 237 e 18% U 0 Total room load 74 15e4 p 0 Air required (cfm) D 67 0 0 Printout certified by ACCA to meet all requirements of Manual J 8th Ed ,c. Wrtg FltSpTi Right -Suite Residential JBS.8.17RSR27995 2005-Sep-3008:18:00 ��CWy D0cumenuAVVn9htsoh HVACISE RESIDENCE-CLASSIC.rm Cale =MJB OnenlaUon=E Page 13 Right -A Worksheet Job: CLASSIC COOLING o UNIT ONE Bate: WG2005 S. E. RESIDENCE v W W W ENTERPRISES 6 SON INC. FT. PIERCE. FL 34MS Phone: 772-465-9373 Fax: 772-465.7732 1 Room name GREAT RM LAUNDRY 2 Er:posed wall 1 53.1 ft 8.0 It • 3 Ceiling height 14.0 It heat/cool 10.0 ft heat/cad 4 Room dimensions 1.0 x 491.5 ft 6.0 x 11.0 A 5 Room area 491.5 ft' 88o ft' Ty Construction U-value Or HTM Area (ft') Load Area (ftq Load number (Btuh/ItW) (Btuh/ft� or perimeter (ft) (Stub) or perimeter ft O (Btuh) Heat Cool Gross NIP/S Heat Cool Gross NIP/S Heat Cool "o W, 12E-vsw 0.068 n 1.90 1.05 0 0 0 0 0 0 0 0 I--G IA-hlob 1.080 n 30.24 31.75 Oi 0 D 0 0 D 0 0 13A4ocs 0.143 n 4.00 2.00 168 168 673 336 0 0 0 0 to-hiob 1.080 n 30.24 31.75 0 0 0 0 0 0 0 0 11 W 13A.4ocs 0.143 ne 4.00 1.07 99 60 240 64 0 0 0 0 II------�� IA40ob 1.080 ne 30.24 5570 39 0 1184 2181 0 0 0 0 �G 1A-h1ob 1.080 ne 30.24 55.46 0 0 0 0 0 0 0 0 W 12E-Osw n 068 e 1.90 069 0 n n 0 n 0 0 n IOA-b 0.970 a 27.16 54.76 0 0 0 0 0 0 0 0 W 1 A-4ocsd 143 4.00 1.7 154 74 296 9 01 0 0. a 2 52 6 0 0 0 0 0 i 1A-h1Db 1.080 e I 30.24 74.13 8O 5 2419 5674 0 OI 0 0 to-hiob 1.080 a 30.24 91.15 0 0 0 0 0 0 C 0 to-hl Ob 1.080 a 3U.24 77.48 0 0 0 U U 0 U 0 yl 12E-Osw i 0.068 se 1.90 1.05 0 0 0 0 0 0 0 0 �--C I5t1 fm 1.130 se 31.64 102.69 01 n 6 0 0 0 0 0 W 13A-4ocs 0.143 se 4.ODi 1.90 99 60 240 114 0 0 0 0 I-G 1A-hiob i 1.080 so 30.24 65.17 39 11 1184 2135 0 O C C W 12E-Osw 11.06E s 1.90 0.78 0 0 0 0 0 0 0 0 W 13A4ocs OA43 is 4.00 1.36 224 224 897 304 0 0 0 0 a IA-hlob 1.080 s 30,24 46.4D 0 0 0 O D 0 0 0 IA-hlob 1.080 s 30.24 46.40 0 0 0 0 0 0 0 0 W 12B-Osw 0.097 s 272 2.35 0 0 0 0 0 0 0 W I-G 12E-Osw 0.066 w 1.90 1.99 0 0 0 0 0 0 0 0 lA-hiob 1.080 w 30.24 90.32 0 0 0 0 0 0 0 0 i N 13A-4ocs 0.143 w 4.00 3.52. 0 0 0 0 0 0 0 0 1A-hiob 1.080 w 30.24 90.32 0� 0 0 0 0 0 0 0 _ i09.013 i12B--Dswd 32.72 0.24 B470 0.0977I w OII 0 0 0 80 58 152 263 "o 11110 1 i 0.350 0.032 w - i 9.80 000 1.68 492 0 4 440 0 820 I�1 0I� E 8 ii 235�1 474789 I� (Ir I ", SO - �19.95� M o.DD a2 2 i L 16 'I D D E�I 79C . D � Envelope lac�lnain 95921 117.12 770 991r i12 a) Infiltration i 1576I 399 I 180 43i b) yPnllldti00 U! n 11 0 �13 Internal gains. ocn�psnfs rn, 210 n n n In iAppliances ty 1200 0 0 tt 1200� Less external load i I i D O i Less transler p Redistribution I i I 14 Subtotal 11268 12131i a581 2147i 15 Uua loads S% 18'ii 1014 2172 9% 181. 801 384 l Dial room load 12252 143U3 1044 2531 Air requiretl (cfm) 0 675 0 109 Printout certified by ACCA to meet all requirements of Manual J 8th Ed J"Vt5 ft R19M-Suite Residential A 5.8.17 RSR27995 - 2005-Sep-30 08:18:00 A&C:1My DocumemslWnghtsoft HVAC1SE RESIDENCE-CLASSIC.np Calc -MJS Orientation -E Page 14 Right -A Worksheet UNIT ONE S. E. RESIDENCE W W W ENTERPRISES 8 SON INC. FT. PIERCE, FL 34945 Phone: 772-465-,9373 Fax: 772-465-7732 Job: CLASSIC COOLING Date: 5/2412006 By: WG 1 Room name DINING 2 Exposed wall 15.0 ft 3 Ceiling height 9.0 1t heab'cool 4 Room dimensions 15,0 x 11.0 ft 5 Room area 165.0 ft- Ty Construction U-value Or HTM Area Load Area Load number (Btuh/V--°F) (BluhrTll or perimeter (It) (Btuh) or perimeter Heat Cool Gross NIPIS Heat Cool Gross NfP/S Heat Cool o' Vv'L- 12E-Osw 0.068 n 1.90 1.05 0 0 0 0 G 1A-hlob 1.080 n 30.24 31.75 0 0 0 0 W MA-40a5 0.143 n 400 200 0 0 01 0 L-4-, to-htob 1.080 It 30.24 31.75 n 0 0 0 11 W 13A-4oas 0.143 ne 4.00 1.07 0 0 0 0 i-G to-hlob 1.080 ne 30.24 55.70 0 0 0 0 �-G 1A-h1ob 1.080 ne 30.24 55.46 0 0 0 0 W - 12F-Osw 0.068 a 190 0.66 0 0 0 0 I1A-hlbomd 1.270 a 35.56 84.60 DI 0 0 0 '-G IA -Mob 1.080 a 30.24 82.04 u u 0 0 WL-C, 10AA-b 0.970 e I 97:09 17?c n n n 0 k--GI 1A-h7ob I 1.080 a 30.24 74.11 0 0 OI 0 �G 1A-hlob 1.080 a 30,24 91.15 0 0 0 0 �--Ci !A-1110b 1.08U a 30.24 77.48 D D U 0 �12E-Osw 0.068 se 1.90 1,05 01 01 0 0 = 1B-cllm 1.13n sn gi,64 In2 Fo 0 0 0 n W 13A-4ocs 0.143 se 4.001 1.901 01 01 0 Of F----G ' !A -Mob , ^°^ se 30...4 65.17 0 ^ 9 D W 12E-OSw D.O68 5 1.90 0.78 0 0 0 D IN 13A-4ocs 0:143 s 400 1.36 0 0 01 OI 1A: h10b to-h7ob 1.080 1.OBOI c s 3n 24 30.24 4-10 46.4D 0 0 0 0 n 01 0 01 1 Nf 12B-Cs�✓ QC971 s 2.72 2.35 .. ^ W 12E-Osw 0.068I w 1,90 1.99 0 DI OI 01 L G 1A-hlob I 1'080 w 30.24 90.32 0 0 0 0 I I AN-C4ccs 1D1s14W3 3.l 111 I d 1 B D �0 u0 1A-hlob 1 90.32 0 01 0 0 W 12B-Osw 0 4.70 01 0 0 l rI�LI1I C ' 0.0 11 w 95 01 5 L�2, 0 12 0 152 0 13B 1 0 255dad 11 I i,i i ,11_37 i D I 1139c520 I i 155 l l 57, l I I i I I i EnvalOrfa Inc.Slnain 17661 3531 12 al Infiltration I� 1 304 72 !:) "t;Iation I u u 13 IntmnaI gains: Or UnantS a 910 0 n Appliancesto 1200 D I 0 Less external load I I 0 0 Less lranSter U 0 Redistribution I I DI DI ibl cunrnrl 407n aan3 75 Duct loads 9%I 18% 366 645 t 0!a f00m IOad ' 4436 4245 Air requirzd (dmj 0 183 Printout certified by ACCA to meet all requirements of Manual J 8th Ed. w"g111lt50ft Right -Suite Residential J85.8.17 RSR27995 200SSep-3008:18:1)0 C:1My DocumentMWdghtsoft HVAC1SERESIDENCE-CLASSIC.np Calc-MJS OnenMtion=E Page 15 Project Summary Job: CLASSICCOOLING ry Date: 512412005 UNIT TWO By: WG S. E. RESIDENCE SON INC, FT. PIERCE, FL 34945 Phone: 772-465-9373 Fm 772-465-7732 Pro'ect Information For: S.E. RESIDENCE 12075 s INDIANRIVER DR., FT. PIERCE, FL Notes: Design Information Weather: Fort Pierce, FL, US Winter Design Conditions Outside db 42 OF Inside db 70 OF Design TD 28 OF Heating Summary Building heat loss 10074 Btuh Ventilation air 15 ofm Ventilation air loss 447 Btuh Design heat load 10520 Btuh Infiltration Method Simplified Construction quality Average Fireplaces 0 Heating Cooling Area (W) 758 758 Volume (fN) 7575 7575 Air changes/hour 0.63 0.28 Equiv. AVF (cfm) 80 35 Heating Equipment Summary Make Trane Trade E. XE 1200 Weathertron 2TWR201 BAl Efficiency 6.9 HSPF Heating input Heating output 17000 Btuh @'470F Heating temp rise 0 OF Actual heating fan 0 cfm Heating air flow factor 0.000 cfm/Btuh Space thermostat Summer Design Conditions Outside db 90 OF Inside db 75 OF Design TO 15 OF Daily range L Relative Humidity 50 % Moisture difference 61 grAb Sensible Cooling Equipment Load Sizing Structure 11959 Btuh Ventilation 239 Btuh Design temperature swing 3.0 OF Use mfg. data yy 1.00 Rate/swing multiplier Total sens. equip. load 12199 Btuh Latent Cooling Equipment Load Sizing Internal gains 400 Btuh Ventilation, 606 Btuh Infiltration 1482 Btuh Total latent equip. load 2839 Btuh Total equipment load 15037 Btuh Req. total capacity at 0.75 SHR 1.4 ton Cooling Equipment Summary Make Trane Trade E. XE 1200 Weathertron 2TWR201 SA1 TWE018P13F6 Efficiency 12.0 SEER Sensible cooling 13400 Btuh Latent cooling 4500 Btuh Total cooling 17900 Btuh Actual cooling fan 600 cfm Cooling air flow factor 0.050 cfm/Btuh Load sensible heat ratio 81 % SoWtallc values he" been manually ow"Wen Printout certified by ACCA to meet all requirements of Manual J 8th Ed. GCam- VV"Ohtsoft Right -Suite Residen9aIJ85.8.17RSR27995 2005-Sep3008:18:00 ,4MK C:WyDocumentstWdghlsoft HVAC\SERESIDENCE-CLASSIC.np Catc-MJ8 Odentation-E Page Project SummaPV Job: CLASSIC COOLING Summary Date: 5124120DS o UNIT TWO By: WG S. E. RESIDENCE 'I WW W ENTERPRISES & SON INC, FT. PIERCE, FL 34945 Phone: 772-465-9373 Fax: 772-465-7732 Promect Information For: S.E. RESIDENCE 12075 s INDIANRIVER DR., FT. PIERCE, FL Notes: FILE COPY Design Information Weather: Winter Design Conditions Outside db 42 OF Inside db 70 OF Design TD 28 OF Heating Summary Building heat loss 10074 Btuh Ventilation air 15 cfm Ventilation air loss 447 Btuh Design heat load 10520 Btuh infiltration Fort Pierce, FL , US Method Simplified Construction quality Average Fireplaces 0 Haatino Coolino Area (ft2) 758 758 Volume fft31 7575 7575 Air Chan ei/hour 0.63 0.28 EOuiv. AVF lcfrn) 80 35 L4aatinn Er:l:inmart Aiinimary Mahe Trane Trade E. XE 1200 Weathertron 2PNR2018A1 Efficiency 6.9 ugoc Heating input Heating output 17000 Btuh (a 47°F Heating temp rise 0 OF Actual heating fan 0 cfm Heating air flow factor 0.000 cfm/Btuh Space thermostat Summer Design Conditions Outside db 90 °F Inside db 75 OF Design TD 15 OF Daily range L Relative humidity 50 % Moisture difference 61 gr/lb Sensible Cooling Equipment Load Sizing Structure 11969 Btuh Ventilation 239 Btuh Design temperature swing 3.0 OF Use mfg. data yy Rate/swing multiplier 1.00 Total Sens, equip, load 12199 Btuh Latent Cooling Equipment Lead SiAng Internal Osiris 400 Btuh Ventilation 606 Btuh Infiltration 1482 Btuh Total latent equip. load 2839 Btuh Total equipment load 15037 Btuh Rea. total capacity at 0.75 SHR 1.4 ton t_:nnlirr: E.vtlin:vsant C�n�n�_r1: Malec Trane Trade E. XL 1200 Weathertron 2r;AIR2018A1 TVVEOIBP13FB Efficient SensiblWcooling Latent coglin Total cooling Gr}gal tpnlinn fop Cooling airflow factor Load sensible heat ratio Bold4talle values have been manually overridden Printout certified by ACCA to meet all requirements or Manual J Sth Ed. 12.0 SEER 13400 Btuh 4500 Btuh 17900 Btuh 600 cfm 0.050 cfm/Btuh 81 % c wnghtsof[ Right -Suite Residential J85.8.17 RSR27995 2005-Sep3008:18:00 ACMC:Wiy Doc.tslWdghtsoft HVAC1SERESIDENCE-CLASSIC.ap Calc=MJ8 Odentation=E Page Right -A Worksheet o UNIT TWO S. E. RESIDENCE WWW ENTERPRISES & SON INC, FT. PIERCE, FL 34945 Phone: 772-465.9373 Fax: 772-465.7732 Job: CLASSIC COOLING Date: 512412005 By: WG 1 Room name UNIT TWO MSTR SUITE 2 Exposed wall 109.0 It 68.0 It 3 Ceiling height 10.0 it p 10.0 it heat/cool 4 Room dimensions 17.0 x 22.0 It 5 Room area 757.5 ft2 374.0 ft- Ty Construction U-vatue Or HTM Area (ft9 Load Area (ft-) Load number (BtuhnP--°F) (Btuh/ftq or perimeter (M (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross NIP/5 Heat COD] - Gross NIP/S Heat Cool 6, Y-G 12E-Osw 0.068 n 1.90 1.05 220 184 350 194 220 184 350 194 1A-hlob 1.080 n 30.24 31.75 36 0 1089 1143 36 0 1089 1143 .' y/ 13A-0Dcs 0.143 n 4.00 2.00 0 0 0 0 0 0 0 0 ---G IA-hlob 1.080 n 30.24 31.75 0 0 0 0 0 0 0 0 11'. 4;/ 13A-0acs 0.143 ne 4.00 1.07 0 0 0 0 0 0 0 0 �L-----GG to-hlob 1.080 no 30.24 55.70 0 .0 0 0 0 0 0 0 to-hlob 1.080 ne 30.24 55.46 0 0 0 0 0 0 0 0 12E-Osw 0.068 a 1.90 0.66 330 246 468 162 170 86 164 57 l0A-b 0.97D a 27.16 54.76 48 29 1304 1571 48 29 1304 1571 IA-hlomd 1.270 a 35.56 84.60 18 2 640 1423 18 2 640 1423 1A-hlob 1.080 a 30.24 82.04 18 2 544 1377 18 2 544 1377 13A-4ocs 0.143 a 4.00 1.27 0 0 0 0 0 D 0 0 1OA-b 0.97D a 27.16 57.29 0 0 0 0 0 0 0 0 1A-hlob 1.080 a 3D.24 74.13 0 0 0 0 0 D 0 0 1A-hlob 1.080 a 30.24 SIAS 0 0 0 0 0 0 0 D 1A.hlob 1.080 a 30.24 77.48 D 0 0 0 0 0 0 0 ly 12E-gsw 0.068 se 1.90 1.05 71 65 124 88 D 0 0 0 4-G 1B-01fon 1.130 as 31.64 102.69 6 6 185 239 0 0 0 0 W 13Ad0bs 0.143 se 4.00 1.90 0 0 0 0 0 0 0 0 1A-hlob 1.080 se 30.24 65.17 0 0 0 0 0 0 0 0 W 12E-Osw 0.068 s 1.90 D.78 170 170 324 132 20 20 38 16 13A-4ocs 0.143 s 4.00 1.36 D 0 0 0 0 0 0 0 to-hlob 1.060 s 30.24 46.40 0 0 0 0 0 0 0 0 IA-hlob 1.080 s 30.24 46.40 0 0 0 0 0 0 0 0 W 12B-Osw 0.097 s 2.72 2.35 0 0 0 0 0 0 0 0 W 12E-Osw 0.068 w 1.90 1.99 300 282 537 562 170 152 289 303 r G 1A-hlob 1.080 w 30.24 9D.32 18 4 544 1394 18 4 6" 1394 W, 1A-hIob5 w 4.24 3.52 0 0 0 0 0 0 0 0 1A-hlob 1.080 1.080 w 30.24 9D.32 0 0 0 0 0 0 0 0 1A-clobd 1.080 w 30.24 10909.0606 0 0 0 0 0 0 0 0 to-hiob 1.080 w 30.24 90.32 0 0 D 0 0 0 0 0 W 128-0sw 0,097 w' 2.72 4.70 0 0 0 0 0 0 0 0 L-D 11ND 0.350 w 9.80 19.95 0 0 0 0 0 0 0 0 C 166-30ad 0.032 - 0.90 1.68 758 758 879 1273 374 374 335 628 F 22A-tph 1.358 - '38.02 0.00 44 7 269 0 44 7 269 0 Envelope loss/gain 7047 9538 5657 8108 12 a) Infiltration 2467 585 1308 311 b) Ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 2 460 2 460 Appliances @ 1200 0 0 0 0 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution -0 -0 16 29 14 Subtotal 9503 10583 6879 8906 15 Duct loads 6% 13% 570 1376 6% 13% 413 1158 Total room load 10074 11959 72D2 10064 Air required (ch) 0 600 D 505 wrap l-�tsoR Right -Suite Residential J85.8.17 RSR27995 C:Wy DowmeMs Wrightsoft HVAC%SERESIDENCE-CLASSIC.rrp Celc-MJS Oriema9on-E 2005-Sep-30 08:18:00 Page 1 Right -A Worksheet o UNIT TWO S. E. RESIDENCE W WW ENTERPRISES S SON INC, FT. PIERCE, FL 34945 Phone: 772.4659373 Fax: 772-465-7732 Job: CLASSIC COOLING Date: 612412006 By: WG 1 Room name M CLT2 M TOILET 2 Exposed wall 6.0 It 5.0 It 3 Ceiling height 10.0 It heat/cool 10.0 It heal/coDl 4 5 Room dimensions - Room area 8.0 x 9.0 It 54.0 It' 5.0 x 6.0 It 25.0 ft- Ty Construction number U-value (BtuhBN--+F Or HTM (Btuhfill Area (M or perimeter (ft) Load (Stull) Area (III or perimeter (fn Load - (Stull) Heal Cool Gross NIPIS Heat Coot Gross NIPIS Heat Coot 6 V,V 12E-Osw 0.068 n 1.90 1.05 0 0 0 0 0 0 0 0 11 I---G N/ Y-G W 1A-hlob 13A4ocs 1A-htob 13A4ow to-hlob 1.080 0.143 1.080 0.143 1.080 n n n ne ne 3D.24 4.00 30.24 4.00 30.24 31.75 2.00 31.75 1.07 55.70 0 0 0 0 0 0 0 0 0 0 D 0 0 D 0 0 0 0 D 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 D 0 0 0 0 (� IA-hlob 12E-Ow 1.080 0.068 ne a 30.24 1.90 55.46 0.66 0 60 0 60 0 114 0 40 0 50 0 50 0 95 0 33 10A-b 0.970 a 27.16 54.76 0 0 0 0 D 0 0 D 1A-hlomd 1.270 a 35.56 84.60 0 0 0 0 0 0 0 D W 1A-htob 13A4ow 1DA-b - to -blob 1.080 0.143 0.970 1.080 a a a a 313.24 4.00 27.16 30.24 82.04 1.27 57.29 74.13 0 0 0 0 0 0 0 0 0 0 0 D 0 0 0 0 0 0 0 0 0 D 0 0 0 D 0 0 0 0 0 D W L- G 1A-htob 1A-hlob 12E-0sw 1B-ct0n 13A4ocs 1.080 1.080 0.068 1.130 0.143 a a se se se 30.24 30.24 1.90 31.64 4.00 91.15 77.48 1:05 ' 102.69 1.90 0 0 0 0 0 0 0 0 0 0 D 0 0 0 0 0 0 0 0 D 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 D 0 W 1A-hlob 12E-Osw 13A4ow 1.080 0.068 0.143 as s s 30.24 1.90 4.00 65.17 D.76 1.36 0 0 0 0 0 0 0 0 0 0 D D 0 0 0 0 0 0 0 0 0 0 0 D 1A-hlob 1.080 a 30.24 46.40 0 0 0 0 0 0 0 0 W W i 1A-hlob 12B-Osw 12E-0sw 1.080 0.097 0.088 s a w 30.24 2.72 1.00 46.40 2.35 1.99 0 0 . D 0 0 0 0 0 D 0 0 0 0 0 0 0 0 0 0 D 0 0 0 0 r G IA-hlob 1.080 w 30.24 90.32 0 0 0 0 0 0 0 0 Vy 13A4ow to-hlob 1A-clobd IA-hlob 12B-0sw 0.143 1.08D 1.080 1.080 0.097 w w w w w 4.00 30.24 30.24 30.24 2.72 3.52 90.32 109.06 90.32 4.70 0 0 0 0 0 0 0 D 0 0 0 0 0 0 0 0 0 0 0 00 0 0 0 0 D 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11NO 1SB-30ad 0.350 0.032 w - 9.80 0.90 19.95 '1.68 0 54 0 54 0 48 0 91 0 25 0 25 0 22 0 42 -0 C F 22A-tph 1.358 - 38.02 0.00 0 0 0 0 0 0 0 0 Envelope loss/gain 163 130 118 76 12 a) Infiltration 135 32 113 27 b) Ventilation 0 0 0 0 13 Internal gains: Occupants (M 230 Appliances Q 1200 0 0 0 0 D 0 0 0 14 Less external load Less transfer Redistribution Subtotal O 0 12 310 0 0 22 184 0 0 D 230 0 0 0 102 15 Duct loads 6% 1 13% 191 24 6% 13%1 141 13 Total room load Air required (cfm) 328 0 208 10 244 0 115 6 Printout certified by ACCA to meet all requirements of Manual J 8th Ed. wngF1t50i3 Right-Sulle Residential J85.8.17RSR27995 2005-Sep-3008:18:00 -ZUA C:1My DocumentslWnghtsoft HVACISE RESIDENCE-CLASSIC.np Celc = MJB Orientation = E Page 2 4 Righttil8 Worksheet Job: CLASSICCOOLING ° UNIT TWO Date: 5124/2005 p By: WG S. E. RESIDENCE W W W ENTERPRISES & SON INC, FT. PIERCE, FL 34945 Phone: 772-4659373 Fax 772-465.7732 1 Room name MSTR BATH VEST 2 Exposed wall 20.0 It 0.0 It 3 Ceiling height 10.0 ft heat/cool MD If heat/cool 4 Room dimensions 1.0 x 157.6 ft 6.0 x 8.0 ft 5 Room area 157.5 ft' 48.0 ft Ty Construction U-value Or HTM Area (11) Load Area (M Load number (Btuhfff -F) (Btuhlft) or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/PfS Heat Cool 6 11 W I--G t-C fly 12E-0sw 1A.hlob 13A-4ocs to-htob 13A-40cs to-htob 0.068 1.080 0.143 1.080 0.143 1.080 n n n n ne no 1.90 30.24 4.OD 30.24 4.00 30.24 1.05 31.75 2.00 31.75 1.07 55.70 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 44}}ll I--G IA-htob 12E-Osw 10A-b 1A-hlomd 1.08D 0.068 0.970 1.27D ne a a a 30.24 1.90 27.16 35.56 55.46 0.66 54.76 84.60 0 50 0 0 D 50 0 0 0 95 0 0 0 33 0 0 0 0 0 0 0 D 0 0 0 D 0 0 0 0 0 0 W �-G 1A-hlob 13A-0ocs 10A-b 1.080 0.143 O.e7D a a a 30.24 4.00 2730 .24 82.04 1.27 57.13 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1-hl 1.08D a .16 74.29 0 D 0 0 0 0 0 0 1A-hlob lA-hlob 1.080 1.080 a a 30.24 30.24 91.15 77.48 0 0 0 0 D 0 0 0 0 0 0 0 D D 0 0 12E-Osw 0.068 se 1.90 1.05 71 65 124 68 0 D 0 0 t_' 1B-c1Inn 13A4ocs 1.130 0.143 se se 31.64 4.00 102.69 1.90 B 0 6 0 185 0 239 0 0 0 0 0 0 D 0 0 yl -G 1A-hlob 1.080 se 30.24 65.17 0 D 0 0 0 0 0 D W 12E-0sw 0.068 a 1.90 0.78 80 8D 152 62 0 0 0 0 13A4ocs 1A-hlob 0.143 1.D80 s s 4.00 30.24 1.38 46.40 0 0 D 0 0 0 0 0 0 0 0 0 0 0 0 0 1A-hlob 1.080 s 30.24 46.40 0 0 0 0 0 0 0 0 W 128-Osw 0.097 a 2.72 2.35 0 0 0 0 0 0 0 0 W t-G 12E-Osw IA-hlob D.D68 1.080 w w 1.90 30.24 1.99 90.32 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 a 13A-0obs 1. w .00 40 3.52 0 0 0 0 0 0 0 0 IA-hlob LOBO080 w 3.24 9.32 0 0 0 0 0 0 0 0 L-� IA-ctobd 1A-hlob 1.080 1.080 w w 30.24 30.24 109.06 90.32 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 VN 12B.Osw 0.097 w 2.72 4.70 0 0 0 0 0 0 0 0 I-D 11N0 16B-30ad 0.350 0.032 w - 9.80 0.90 19.95 1.68 0 158 0 158 0 141 0 265 0 48 0 48 0 43 0 81 C F 22A-tph 1.358 - 38.02 0.00 0 0 0 0 0 0 0 0 Envelope loss/gain 1 697 657 43 e1 12 a) Infiltration 452 108 0 D b) Ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances @ 1200 0 0 0 0 Less external load 0 0 D 0 Less transfer 0 0 D 0 Redistribution 8 15 43 -81 14'' Subtotal 1157 790 0 0 15 Duct loads 6% 13% 69 103 6% 13% 0 0 Total mom load 1226 892 D 0 Air required(cm) D 45 0 0 Printout certified by ACCA to meet all requirements of Manual J 8th Ed. wr-4gYTt50'FC RigM-Suite Residemiel J85.8.17RSR27995 2005-Sep-3008:18:00 ACC C:Wy DooumentslWrightsoft HVACISE RESIDENCE-CLASSIC.np Cato- MJ8 Orientation = E Page 3 Right -A Worksheet o UNIT TWO S. E. RESIDENCE -W W W ENTERPRISES & SON INC, FT. PIERCE, FL 34945 Phone: 772-465-9373 Fax: 772.465-7732 Job: CLASSIC COOLING Date: 612412006 By: WG 1 Room name M CLTI 2 Exposed well 20.0 ft 3 Ceiling height 10.0 ft heat/cool 4 5 Room dimensions Room area 1.0 x 99.0 ft 99.0 ft Ty Construction number U-value (StuhW--•F) Or HTM (Btuh/M Area (ft') or perimeter (ft) Load (Btuh) Area or perimeter Load Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 vy 12E-Osw 0.068 n 1.90 1.05 0 0 0 0 ., -G lM 1A-hlob 13A-flocs „1.08D 0.143 n n - 30.24 4.00 31.76 2.00 D 0 0 0 D 0 0 0 11 Y-C W 1A-hlob 13A-4ocs IA-hlob 1.080 0.143 1.080 n ne ne 30.24 4.00 30.24 31.75 1.07 55.70 0 0 0 0 0 0 0 0 0 0 0 D 1A-h1ob 12E-Osw 10A4s 1.080 0,068 0.970 ne a a 30.24 1.90 27.16 55.46 0.66 54.76 0 0 0 0 0 0 0 0 0 0 0 0 1A-htomd 1.270 a 35.56 84.60 0 0 0 0 W Ir-w, 1A-htob 13A-4ocs 1OA-b 1A-hlob 1.080 0.143 0.970 1.080 a a a a 30.24 4.01) 27.16 3D.24 82.04 1.27 57.29 74.13 0 D D 0 0 D 0 0 0 0 0 0 0 0 0 _ 0 NI L-3 to-hlob 1A-hlob 12E-Osw 1.080 1.080 0.088 a a as 30.24 30.24 1.90 91.15 77.48 1.05 0 0 0 0 0 0 0 0 0 D 0 0 111clfm 13A-4ocs 1.130 0.143 as se 31.64 4.00 102.69 1.90 0 0 0 0 0 0 0 0 Vy L-G W W 1A-h1ob 12E-0sw 13A-4ocs 1A-hlob 1.DB0 0.068 0.143 1,080 as s s s 30.24 1.91) 4.00 30.24 65.17 0.78 1.36 46.40 0 70 0 D 0 70 0 0 0 133 0 0 0 54 0 0 W Vy I-G 1A-h1ob 12B-0sw 12E-0sw IA-hlob 1.080 0.097 0.06E 1.080 s s w w 30.24 2.72 1.90 30.24 46.40 2.35 1.99 90.32 0 0 ISO 0 0 0 130 0 0 0 248 0 0 0 259 0 I--G 13A-4ocs to-hlob 0.143 1.080 w w 4.D0. 30.24 3.52 90.32 0 0 0 0 0 0 0 0 II----GG y/ IAclobd 1A-h1ob 12B-Osw 1.080 1.080 0.097 w w w 3024 30.24 2.72 109.06 90.32 4.70 0 0 0 0 0 0 0 0 0 0 0 0 I-D C 11ND 16B-30ad 0.36D 0.032 w - 9.80 0.90 19.95 1.68 0 99 D 99 0 89 0 166 I F 22A-tph 1.358 - 38.D2 0.00 0 0 0 0 Envelope loss/gain 470 480 12 a)) Infiltration 46D 107 b) Ventilation 0 0 13 Internal gains: Occupants (it 230 0 0 Appliances Q 1200 0 0 Less external load 0 0 Less transfer 0 0 Redistribution 8 15 14 Subtotal 928 602 15 Duct loads 6% 13% 66 78 Total room load 983 680 Air required (cfm) 0 3q Printout certified by ACCA to meet all requirements of Manual J Bth Ed. wr-ag FrtSoR Right -Suits Residential J8 5.8.17 RSR27995 2005-Sep-3008:18:00 ACQA C:Wy Dowments Wrlghlsoft HVACISE RESIDENCE-CLASSIC.np Cale -MJ8 Orientation -E Page Project Summary Job: CLASSIC COOLING ry Date: 512412005 o UNIT THREE By: wG S. E. RESIDENCE W W W ENTERPRISES & SON INC, Fr. PIERCE, FL 34945 Phme: M-465.8373 Far 772-46S-7732 Prooect Information For: S.E. RESIDENCE 12075 s INDIANRIVER DR., FT. PIERCE, FL Notes: Design Information Weather: Fort Pierce, FL, US Winter Design Conditions Outside db 42 OF Inside db 70 OF Design TD 28 OF Heating Summary Building heat loss 10576 Btuh Ventilation air 25 cfm Ventilation air loss 766 Btuh Design heat load 11342 Btuh Infiltration Method Simplified Construction quality Average Fireplaces 0 Heating Cooling Area (fe) 698 698 Volume (fN) 7350 7350 Air changes/hour 0.46 0.20 Equiv. AVF (cfm) 56 25 Heating Equipment Summary Make Trane Trade E. XE 1200 Weathertron 2TWR2018A Efficiency 6.9 HSPF Heating input Heating output 22000 Btuh @ 470F Heating temp rise Actual heating fan 0 OF 0 cfm Heating air flow factor 0.000 cfm/Btuh Space thermostat Summer Design Conditions Outside db 90 OF Inside db 75 OF Design TO 15 OF Daily range Relative �iumidity L 50 % Moisture difference 61 grAb Sensible Cooling Equipment Load Sizing Structure 9421 Btuh Ventilation 410 Btuh Design temperature swing 3.0 OF Use mfg. data 1.06 Rate/swing multiplier Total sens. equip. load 9831 Btuh Latent Cooling Equipment Load Sizing Internal gains 400 Btuh Ventilation 1040 Btuh Infiltration 1049 Btuh Total latent equip. load 2839 Btuh Total equipment load 12670 Btuh Req. total capacity at 0.75 SHR 1.1 ton Cooling Equipment Summary Make Trane Trade E. XE 1200 Weathertron 2TWR2018A TWE018P13 Efficiency 12.0 SEER Sensible cooling 13400 Btuh Latent cooling 4500 Btuh Total cooling 17900 Btuh Actual cooling fan 600 cfm Cooling air flow factor 0.064 cfm/Btuh Load sensible heat ratio 78 % Boldflmlie values have been manually everrldden Printout certified by ACCA to meet all requirements of Manual J 8th Ed. wnghtsoft Right-Sufte Residemial J85.8.17RSR27995 2D05-Sep-3008:18:DD ACC1s C:V./y Dos erds\Wdghtsoft HVACISE RESIDENCE-CLASSIC.ap Calc -MJS Orientation=E Page Project Summary Job: CLASSIC COOLING ' 7 Date: 512412DOS o UNIT THREE By: wG S. E. RESIDENCE • „ ,WWW ENTERPRISES &SON INC. FT. PIERCE, FL 34945 Phone: 772-465.9373 Fm 772-465-7732 Prowect Information For: S.E. RESIDENCE 12075 s INDIANRIVER DR., FT. PIERCE, FL Notes: Design Information Weather Fort Pierce Fi I US Winter Design Conditions Outside db 42 OF Inside db 70 OF Design TD 28 OF Heating Summary Building heat loss 10576 Btuh Ventilation air 25 cfm Ventilation air loss 766 Btuh Design heat load 11342 Btuh Infiltration Method Simplified Construction quality Average Fireplaces 0 Heating Coolina Area (ft2) 698 698 Volume (ft') 7350 7350 Air changes/hour 0.46 0.20 Equiv. AVF (cfm) 56 25 Heatina Equipment. Summary ' Make Trane Trade E. XE 1200 Weathertron 2TVVR2018A Efficiency 6.9 HSPF Heating input Heating output 22000 Btuh @ 470F Heating temp rise 0 OF Actual heating fan 0 cfm Heating air low'actor 0.000 cfm/Btuh Space thermostat Summer Design Conditions Outside db Inside db Design TO 90 75 15 OF OF OF Daily range Relative humidity Moisture difference L 50 61 % gr/lb Sensible Cooling Equipment Load Sizing Structure 9421 Btuh Ventilation 410 Btuh Design temperature swing 3.0 °F Use mfg. data Rate/swing multiplier 1.06 Total sens. equip. load 9831 Btuh Latent Cooling Equipment Load Sizing Internal gains 400 Btuh Ventilation 1040 Btuh Infiltration 1049 Btuh Total latent equip. load 2839 Btuh Total equipment load 12670 Btuh Reg. total capacity at 0.75 SHR 1.1 ton Cooling Equipment Summary v Make Trane Trade E. XE'1200 Vvleathertron 2TWR2018A TWE018P13 Efficiency 12.0 SEER Sensible cooling 13400 Btuh Latent cooling 4500 Btuh Total cooling 17900 Btuh Actual cooling fan 600 cfm Cooling air flow factor 0.064 cfm/Btuh Load sensible heat ratio 78 % Boldltalle values have been manually overtidden Printout Certified by ACCA to meet a!! requirements of fhanual J 8th Ed ..t_.. wnghtsoft Right -Suite Residentlal J85.8.17RSR27995 2005-Sep-3008:18:00 ACCA C:Wy DocumentslWrighlsofl HVACISE RESIDENCE-CLASSIC.np Colo -MA Orientation=E Page Right -A Worksheet Job: CLASSIC COOLING p UNIT THREE Bate: W2rx4/2005 S. E. RESIDENCE y W W W ENTERPRISES 8 SON INC, FT. PIERCE, FL 34945 Phone: 772-4659373 Faz 7721657732 1 Room name UNIT THREE BATH 2 2 Exposed wall 75.0 ft 26.0 It • 3 4 Ceiling height Room dimensions 10.5 ft P 9.0 It heat/cool 15.0 x 11.0 ft 5 Room area 697.5 ft- 165.0 fit - Ty Construction number U-value (BtuhM-•F) Or HTM (Btuhl" Area (01 or perimeter (ft) Load (Btuh) Area (ft7 or perimeter (ft) Load (Btuh) Heat Cool Gross N/P!S Heat Cool Gross N/PfS Heat Cool 6 N! 12E-Osw 0.068 n 1.90 1.05 0 0 0 0 0 0 0 0 -G 1A-h1ob 1.080 n 30.24 31.76 0 0 0 0 D 0 0 D Vrl 13A-4ocs 0.143 n 4.00 2.00 297 281 1125 563 99 83 332 166 T-G 1A-h1ob 1.080 n 30.24 31.75 16 0 484 508 16 0 454 508 11 VH 13AAocs 0.143 ne 4.00 1.07 64 48 193 52 0 0 0 0 1A-hlob 1.080 ne 30.24 55.70 0 0 0 D 0 0 0 0 ��GG 1A-h1ob 1.08D ne 30.24 55.46 15 0 467 857 0 0 0 0 Vh12E-Daw 0.068 a 1.90 0.66 0 0 0 0 0 0 0 0 10A-b 0.970 a 27.16 54.76 0 D 0 0 0 0 D 0 1A-hlomd 1.270 a 35.56 84.60 0 0 0 0 0 0 0 0 to-hlob 1.080 a 30.24 82.04 0 0 0 0 0 0 0 0 W 13AAocs 0.143 a 4.D0 1.27 108 76 306 97 0 0 0 0 �--G 10A-b .970 a 27 .24 57.13 D 0 0 0 0 0 D 0 IA-hlob 1 .080 a 30.16 74.29 0 0 0 0 0 0 0 0 1A-h10b 1.080 a 30.24 DIAS 32 4 962 2677 0 D 0 0 1A-hlob 1.080 a 30.24 77.48 0 0 0 0 0 D 0 0 V/1 12E-Dsw 0.068 se 1.90 1.05 0 D D 0 0 D 0 0 L-G iB-clfm 1.130 se 31.64 102.69 0 0 0 D 0 0 0 0 Y)1 13AAocs 0.143 se 4.DD 1.90 0 0 D 0 0 D 0 0 Y-G 1A-h1ob 1.080 se 30.24 65.17 0 0 0 0 0 D 0 D W 12E-Om 0.068 s 1.90 0.78 0 D 0 D 0 0 0 D 13AAocs 0.143 s 4.00 1.36 0 0 0 0 0 0 0 0 1A-h1ob 1.080 s 30.24 46.40 0 0 0 0 0 0 0 0 IA-hlob 1.080 s 30.24 46.40 0 0 0 0 0 0 0 0 W 12B-Dsw 0.097 s 2.72 2.35 0 0 0 0 0 0 D D W IG 12E-Osw 1A-hlob 0.068 1.080 w w 1.90 30.24 1.99 90.32 0 0 0 D 0 0 0 0 0 0 0 0 0 0 0 0 13A-4ocs 0.143 w 4.00 3.52 303 287 1149 1010 135 135 541 475 lA-h1ob 1.080 w 30.24 90.32 16 3 484 1291 0 0 0 0 1Aclobd 1.080 w 30.24 109.06 0 0 0 0 0 0 0 0 1A-htob 1.080 w 30.24 90.32 0 0 0 0 0 0 0 D yl 12B-Dsw 0.097 w 2.72 4.70 0 0 0 0 D 0 0 0 11NO 0.350 w 9.80 19.95 0 0 0 0 D 0 0 0 -O C 168-30ad 0.032 - 0.90 1.68 244 244 218 409 150 150 134 252 F 22A-tph 1.358 - 38.02 0.00 698 75 2852 0 165 26 989 0 Envelope loss/gain 8239 7463 2480 1401 12 a) Infiltration 1738 414 527 126 b Ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 2 46D 0 0 Appliances @ 1200 0 0 0 0 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution D 0 0 0 14 Subtotal 9977 8337 3007 1527 15 Dud loads 6% 13% 599 1084 6% 13%1 ISDI 198 Total room load 10576 9421 3187 1725 Air required (crm) 0 ODD 0 110 Printout certified by ACCA to meet all requirements of Manual J 8th Ed. wnCJHV1 0Vt Right -Suite Residen9aIJ85.8.17RSR27995 2DDSSep-3008:16:00 ACC C.WyDocumentslWrightsoft HVAC1SERESIDENCE-CLASSIC.np Celc=MJS Orientation=E Page Right -A Worksheet o UNIT THREE S. E. RESIDENCE 'WWW ENTERPRISES & SON INC, FT. PIERCE, FL 34M Phone: 772-465-9373 Fax: 772-465-7732 Job: CLASSIC COOLING Date: 5/24/2005 By: WG 1 Room name TOILET WIC 2 Exposed wall 3.0 ft 6.0 ft 3 Ceiling height 9.0 It hest/cool 9.0 ft heat/cool 4 Room dimensions 7.0 x 3.0 It 10.0 z 8.0 ft 5 Room area 21.0 ft2 60.0 ft Ty Construction t1-value Or HTM Area (ft') Load Area (111 Load number (Btuh/ft2-F) (Btuh/ft2) or pedmeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross NIPIS Heat Cool Gross NIPIS .Heat Cool 6 W L.-.G 12E-0sw 0.068 n 1.90 1.05 0 0 0 0 0 0 0 0 1A.hlob 1.080 n 30.24 31.76 0 D 0 0 0 0 D 0 .: 17! 13A-4ocs 0.143 n 4.OD 2.00 27 27 108 64 54 54 216 ios T-G to -blob 1.080 n 30.24 31.75 0 0 0 0 0 0 0 0 11 W 13A-loc9 0.143 ne 4.00 1.07 .10 0 0 D 0 0 0 0 1A-h1ob 1.080 ne 30.24 55.70 0 0 0 0 0 0 0 0 1A-h1ob 1.080 ne 30.24 55.46 0 D 0 0 D 0. 0 0 Vb12E-Osw 0.068 e. 1.90 0.66 0 0 0 0 0 0 0 D 10A-b 0.970 a 27.16 54.76 0 0 0 0 0 0 0 0 lA-htomd 1.270 a 35.56 84.60 0 0 0 0 0 D 0 0 to-htob 1.08D a 30.24 82.04 0 0 0 0 0 0 0 0 W 13A-4ocs 0.143 a 4.00 1.27 0 0 0 0 0 0 0 0 DA-b 1A-hl 0 a 27.16 57.29 0 0 0 D 0 0 0 0 1 1..97 080 a 30.24 74.13 0 0 0 •0 0 0 0 0 1A-hlob 1.080 a 30.24 91.15 0 0 0 0 0 0 0 0 1A-htob 1.080 a 30.24 77.48 0 0 0 0 0 0 D 0 12E-Osw 0.068 se 1.90 1.05 0 0 0 0 0 0 0 0 1B-clfm 1.130 se 31.64 102.69 0 0 0 0 0 0 0 0 W L-G 13A-4ocs 0.143 se 4.01) 1.90 0 D 0 0 0 0 0 0 1A-h1ob 1.080 se 30.24 65.17 0 0 0 0 0 0 0 0 I W 12E-0sw 0,068 s 1.90 0.78 0 0 0 0 0 0 0 0 13A-4ocs 0.143 s 4.00 1.36 0 0 0 0 0 0 0 0 1A-h1ob 1.080 s 30.24 46.40 0 0 0 0 0 0 0 0 1A-hlob 1.080 s 30.24 46A0 0 0 0 0 0 0 0 0 W 12B-Osw 0.097 s 2.72 2.35 0 0 0 0 0 0 0 0 Y-G 12E-Osw 0.068 w 1.90 1.99 0 0 0 0 0 0 0 0 1A-h1ob 1.080 w 30.24 90.32 0 0 0 0 0 0 0 0 13A4ocs 0.143 w 4.00 3.52 0 0 0 0 0 0 0 0 1A-hlob 1.080 w 30.24 9D.32 0 0 0 0 0 0 0 0 1AtIobd 1.080 w 30.24 109.06 0 0 0 0 0 0 0 D Wilob 1.080 w 30.24 90.32 0 0 0 0 0 0 0 0 1213-Osw 0.007 w 2.72 4.70 0 0 0 0 0 0 0 0 11NO 0.35D w 9.8D 19.95 0 D 0 0 0 0 D 0 C 16B-30ad 0.032 - 0.90 1.68 0 0 0 0 0 0 0 0 F 22AAph 1.358 - 38.D2 0.00 21 3 114 0 60 a 228 0 Envelope loss/gain 222 64 4" 108 12 a) Infiltration 81 14 122 29 b) Ventilation 0 0 0 0 13 Internal gains: Ocoupants a 230 0 0 0 p Appliances 1200 0 p 0 0 Less external load D 0 0 D Less transfer 0 0 0 0 Redistribution D D 0 0 14 Subtotal 283 69 556 137 15 Dud loads 6% 13%1 17 9 8% 13% 341 18 Tofal mom load 300 77 600 155 i Air required (cfm) 0 5 D 1D Printout certified by ACCA to meet all requirements of Manual J 8th Ed c. wtrsa,3F1t5oTt Right -Suite Residential J85.8.17RSR27995 2005-Sep-3008:18:00 ��+ C:Wy Docuntents Wdghtsoft HVACiSE RESIDENCE-CLASSIC.np Celc - We Orientation - E Page 6 Right -A Worksheet UNIT THREE S. E. RESIDENCE W W W ENTERPRISES & SON INC. FT. PIERCE. FL 34945 Phone: T72-465-9373 Fax: 772-465-7732 Job: CLASSIC COOLING Date: 5124/2005 By: WG 1 Room name BEDRM 2 STAIRS 2 Exposed wall 32.0 It 8.0 ft 3 Ceiling height 9.0 ft heaVmol 21.0 ft heat/cool4 Room dimensions 1.0 x 347.5 ft 8.0 x 11.0 It 5 Room area 347.5 1P 88.0 It. Ty Construction U-value Or HTM Area Load Area (111 Load number (Btuhtff.'F) (BNht" or part eter (it) (Btuh) orperimeter (ft) (Btuh) Heat Cool Gress N/P/S Heat Cool Gross NIP/S Heat Cool 6 Vy 12E-Osw 0.068 n 1.90 1.05 0 0 0 0 0 0 0 0 �--G IA-hlob 1.080 n 3D.24 31.75 0 0 0 0 D 0 D D 13A-4ocs 0.143 n 4.00 2.00 117 117 468 234 0 0 0 0 1A-htob 1.081) n 30.24 31.75 0 0 0 0 0 0 0 0 11 Vy 13A4om D.143 ne 4.00 1.07 64 48 193 52 0 0 0 0 1A-h1ob 1.080 ne 30.24 55.70 0 0 0 0 0 0 0 0 ��-.CG 1A-htob 1.080 ne 30.24 55.46 15 0 467 857 0 0 0 0 0.068 a 1.90 0.66 0 0 0 0 0 0 0 0 N12E-Osw 10A-b 0.970 a 27.16 54.76 0 0 0 0 0 0 0 0 IA-hlomd 1.270 a 35.56 84,6D 0 0 0 0 0 0 0 0 1A-htob 1.080 a 30.24 82.04 0 0 0 0 0 0 0 0 13A-4ocs 0,143 a 4.OD 1.27 108 76 305 97 0 0 0 D 1OA-b 0.97D a 27.16 57.29 D D 0 D ' 0 D 0 0 1A-hlob 1.080 a 30.24 74.13 0 0 0 0 D D 0 D 1A-hlob 1.D80 a 30.24 91.15 32 4 962 2677 0 0 0 D 1A-h1ob 1.080 a 30.24 77.48 0 0 0 0 0 0 0 0 IN 12E-Osw 0.068 se 1.9D 1.05 0 0 0 0 0 0 0 0 1B-cl rm 1.130 se 31.64 102.59 0 0 0 0 0 0 0 0 --,, w 13A-4ocs 0.143 se 4.00 1.90 0 0 0 0 0 0 0 0 I--G 1A-hlob 1.08D se 30.24 65.17 0 D 0 0 0 0 0 0 w 12E-Osw 0.068 s 1.90 0.78 0 0 0 0 0 0 0 0 w 13A4ocs 0.143 s 4.00 1.36 0 0 0 0 0 0 0 0 to-hiob 1.080 s 30.24 46.40 0 D D 0 0 D 0 0 1A-h1ob 1.080 s 30,24 46.40 0 0 0 0 0 0 0 0 W 128-Osw 0.097 s 2.72 2.35 D 0 0 0 0 0 0 0 W I-G 12E-0sw to-hiob 0.068 w 1.90 1.99 0 0 0 0 0 0 0 0 1.080 w 30.24 90.32 0 0 0 0 0 0 0 0 13A-4ocs 0.143 w 4,00 3.52 0 0 0 0 108 152 009 535 14 1A-hlob 1.080 w 30.24 90.32 0 0 0 0 16 3 484 1291 IA-clobd 1.080 w 30.24 109.06 0 0 0 D 0 0 D 0 to-hiob 1.080 w 3D24 90.32 0 0 0 0 0 D 0 0 IW 128-Osw 0,097 w 2.72 4.70 0 0 0 D 0 0 0 0 L-U 11ND 0.350 w 9.80 19.95 O 0 0 0 0 0 D 0 C 16B-30ad 0.032 - 0.90 1.68 94 94 84 157 0 0 0 0 F 22A-tph 1.358 - 38.02 0.01) 348 32 1217 0 88 8 304 0 Envelope lossigain 3698 4076 1397 1825 12 a) Infiltration 650 155 378 90 b) Ventilation 0 0 1 0 0 13 Internal gains: Occupants (P 230 2 460 0 0 Appliances W 1200 0 0 0 0 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 4346 4688 1775 1915 15 Duct loads S..13% 261 610 6% 13% 107 249 Total mom load 4607 5289 1882 2164 Air required (c1m) 0 337 01 138 Printout certified by ACCA to meet all requirements of Manual J 8th Ed. wrs471HMoft Right -Suite Residential J85.8.17 RSR27995 2D05-Sep4D 08:18:00 ACCh C:1My DocumenlslWrigtasoa HVACISE RESIDENCE-CLASSIC.np Cale -MJ8 Orientation -E Page Right-J8 Worksheet o UNIT THREE S. E. RESIDENCE ' W W W ENTERPRISES & SON INC, FT. PIERCE, FL 34945 Phone: 772465-9373 Fax: 772-465-7732 Job: CLASSIC COOLING Date: 6124120DS By: WG 1 Room name PANTRY 2 Exposed wall 0.0 It 3 Ceiling height 10.0 R heatlrool 4 Room dimensions 4.0 x 4.0 It 5 Room area 16.0 IF Ty Construction U-value Or HTM Area (it-) Load Area Load number (Btuh1It °F) (Btuhtft� or perimeter (ft) (Btuh) or perimeter Heat Cool Gross N/P/S Heat Cool Gross NIP/S Heat Cool 6 W 12E-Osw 0.068 n 1.90 1.05 0 0 0 0 I--G 1A-h1ob 1.080 n 30.24 31.75 0 0 0 0 13A4ocs 0.143 n 4.00 2.00 0 0 0 0 1A-hiob 1.080 n 30.24 31.76 0 0 0 0 11 W 13A4ocs 0.143 ne 4.00 1.D7 0 D 0 0 Eg1A-hlob 1.080 ne 30.24 55.70 0 0 0 0 1A-h1ob 1.080 ne 30.24 55.46 0 0 0 0 W 12E-Osw 0.068 a 1.90 0.66 0 0 0 0. 1 OA-b 0,970 a 27.16 54.76 0 0 0 0 IA-hlomd 4.270 a 35.56 84.60 0 0 0 0 1A-hlob 1.080 a 30.24 82.04 0 0 0 0 13A4om 0.143 a 4.00 1.27 D 0 0 0 10A-b 0.970 a 27.16 57.29 0 0 0 0 1A-hlob 1.08D a 30.24 74.13 0 0 0 0 1A-h1ob 1.080 a 30.24 91.15 D 0 0 0 1A-hlob 1.080 a 30.24 77.48 D 0 0 0 W 12E-Osw 0,068 se 1.90 1.05 0 D 0 0 L---G 1B-clfm 1.130 se 31.54 102.69 0 0 0 0 W 13A4oc5 0.143 se 4.00 1.90 0 0 0 0 I--G 1A-h1ob 1.080 se 30.24 65.17 0 0 0 0 W 12E-Osw 0.066 s 1.90 0.78 0 0 0 0 W 13A4ocs 0.143 s 4.00 1.36 0 .0 0 0 IA-hlob 1.080 s 30.24 46.40 0 0 0 0 1A-hlob 1.080 s 30.24 46.40 0 0 0 0 W 128-0sw 0.097 s 2.72 2.35 0 0 0 0 W L--G 12E-Osw 0.068 w 1.90 1.99 0 0 0 0 IA-hiob 1.080 w 30.24 90.32 0 0 0 0 Vh13A-4ocs 0.143 w 4.00 3.52 0 0 0 0 1A-hiob 1.080 w 30.24 90.32 0 0 0 0 1A-ctobd 1.080 w 30.24 109.06 0 0 0 0 IA-hiob 1.080 w 30.24 90.32 0 0 0 0 W 12B-Osw 0,097 w 2.72 4.70 0 0 0 a L-D 11NO 0.350 w 9.80 19,95 0 0 0 0 C 16B-30ad 0.032 - 0.90 1.68 0 0 0 0 F 22A-tph 1.358 - 38.02 0.00 16 0 0 D Envelope loss/gain 0 0 12 a) Infiltration 0 0 b) Ventilation 0 0 13 Internal gains: Occupants @ 230 0 0 Appliances 1200 0 0 Less extemal load 0 0 Less transfer 0 0 RedisMbution 0 0 14 Subtotal 0 0 1511 Duct loads 60/ 13% 0 0 Total room loetl 0 0 i Air requlretl (c1m) 0 0 Printout certified by ACCA to meet all requirements of Manual J 8th Ed wrsg htSoR Right -Suite Residential JS 5.8.17 RSR27995 2005Sep-Sep08: =MJS Orientation Page 18:00 '1C� C:WyDocumentslWrightsoft HVAC1SERESIDENCE-CLASSIC.np Cale - Job M CLASSIC COOLING Performed by WG for: S.E. RESIDENCE 12075 s INDIANRNER DR. FT. PIERCE, FL Sheet 1 S. E. V NNN ENTERPRISES & SON INC FT. PIERCE, FL 34945 Phone:772-465-9373 Fax:772-465-7732 Scale: 1 : 132 Page 1 Right -Suite Residential A 5.8.17 RSR27995 2005-Sep-3D 08:17:36 DooumentsMightsoft H% Job #: CLASSIC COOLING Performed by WG for: S.E. RESIDENCE 12075 s INDIANRIVER DR. FT. PIERCE, FL S. E. RESIDENCE WWW ENTERPRISES & SON INC FT. PIERCE, FL 34945 Phone:772-465-9373 Fax!772-465:7732 Scale: 1 : 132 Page 1 Right -Suite Residential J8 5.8.17 RSR27995 2005-Sep-30 08:17:36 r Documents%Wrightsoft 0 Job M CLASSIC COOLING Performed by WG for: S.E. RESIDENCE 12075 s INDIANRIVER DR. FT. PIERCE, FL SECOND FLOOR U STAIRS F-3 dm M CLT1 MSTR BATH <5 cfm cfm 252 dm MSTR SUITE MCLT2 M TOILET 'r-j W 252 dm S. E. RESIDENCE WWW ENTERPRISES & SON INC FT. PIERCE, FL 34945 Phone:772-465-9373 Fax:772-465-7732 Scale: 1 : 132 Page 2 RighlSuite Residential J8 5.8.17 RSR27995 2005-Sep-30 08:17:36 Documenls%WdghtsoR H\ STATE OF FLORIDA DEPARTMENT OF HEALTH ONSITE SEWAGE TREATMENT AND DISPOSAL SYSTEM CONSTRUCTION PERMIT CONSTRiICTION PERMIT FOR: [ X INew System [ ]Existing System [ ]Holding Tank [ ]Repair [ ]Abandonment [ ]Temporary APPLICANT: Evinrude, Sharon AGENT:STEPHEN BROWN CENTRAX #: 56-SF-08253 DATE PAID: FEE PAID $ RECEIPT OSTDSNBR : 05-0340- -N Innovative Other PROPERTY STREET ADDRESS: 12075 S Indian River Dr Jensen Beach FL 34957 LOT: 10/11 BLOCK: SUBDIVISION: PROPERTY ID #: --- [OR TAX ID NUMBER] SYSTEM MUST BE CONSTRUCTED IN ACCORDANCE WITH SPECIFICATIONS AND STANDARDS OF CHAPTER 64E-6,FAC DEPARTMENT APPROVAL OF SYSTEM DOES NOT GUARANTEE SATISFACTORY PERFORMANCE FOR.ANY SPECIFIC TIME PERIOD. ANY CHANGE IN MATERIAL FACTS WHICH SERVED AS A BASIS FOR ISSUANCE OF THIS PERMIT, REQUIRE THE APPLICANT TO MODIFY THE PERMIT APPLICATION. SUCH MODIFICATIONS MAY RESULT IN THIS PERMIT BEING MADE NULL AND VOID. ISSUANCE OF THIS PERMIT DOES NOT EXEMPT THE APPLICANT FROM COMPLIANCE WITH OTHER FEDERAL, STATE OR LOCAL PERMITTING REQUIRED FOR PROPERTY DEVELOPMENT. SYSTEM DESIGN AND SPECIFICATIONS T [ 1200 ]Gallons SEPTIC TANK A [ 0 ]Gallons N [ 0 ]GALLONS GREASE INTERCEPTOR CAPACITY K [ 0 ]GALLONS DOSING TANK CAPACITY [ 0 MULTI-CHAMBERED/IN SERIES: [Y ] MULTI-CHAMBERED/IN SERIES: [Y ] ]GALLONS @ [0 ]DOSES PER 24 HRS # PUMPS[ 0 ] D [ 625 ] SQUARE FEET PRIMARY DRAINFIELD SYSTEM 9ai X '/a C,6141l • V OV / l R [ 0 ]SQUARE FEET SYSTEM v A TYPE SYSTEM: - [ Y ]STANDARD [ N ]FILLED [ N ]MOUND [ N ] I CONFIGURATION: [ N ]TRENCH [ Y ]BED [ N ] N F LOCATION TO BENCHMARK: Top of Wooden Well House @ SE Corner of Property I j,ELEVATION OF PROPOSED SYSTEM SITE [ ] [ INCHES ] [ ABOVE]BENCHMARK/REFERENCE POINT E BOTTOM OF DRAINFIELD.TO BE [ 73.0 ] [ INCHES ] [ ABOVE] BENCHMARK/REFERENCE POINT L D FILL REQUIRED:[ 0.0 ]INCHES EXCAVATION REQUIRED: [ 0.0 ] INCHES OTHER REMARKS: The licensed contractor installing the system is responsible for installing the minimum category of tank in accordance with s. 64E-6.013(3)(f), FAC. There's to be 61' - 18" cover on -top of drainfield. Bottom of drainfield to be no more than 30" below existing grade at time of inspection. Drainfield to be installed running parallel with Indian River Drive due to slope of property. SPECIFICATIONS BY: POLISSKY. JODI TITLE: FILE COPY APPROVED BY: Polissky, Jodi ) TITLE: Environmental Spec St. Lucie CHD DATE ISSUED: 6/10/D5 EXPIRATION DATE: 12/10/06 DH 4016, 03/97 (Obsoletes previous editions which may not be used) (Stock Number: 5744-001-4016-0) ronsds cone 4nn-11 I ..a o � n,e 4 STATE OF FLORIDA DEPARTMENT OF HEALTH . •.. ONSITE SEWAGE DISPOSAL SYSTEM SITE EVALUATION AND SYSTEM SP APPLIeANT: Evinrude, Sharon AGENT: STEPHEN BROWN LOT: 10/11 BLOCK: SUBDIVISION: CENTRAX #: 56-SF-08253 OSTDSNBR : 05-0340-N PO BE COMPLETED BY ENGINEER, HEALTH DEPARTMENT EMPLOYEE, '4iRT PROVIDE REGTSTRATTON NUMBER AND SIGN AND SEAT,A H PArP, OR OTHER QUALIFIED PERSON. ENGINEER'S OF qTTRTVrTTrhT. rOMPT.P.-PP,AT,L T M PROPERTY SIZE CONFORMS TO SITE PLAN:[X]YES [ ]NO NET USABLE AREA AVAILABLE: 3.10 ACRES rOTAL ESTIMATED SEWAGE FLOW: 500 GALLONS PER DAY [64E-6, TABLE 11 AUTHORIZED SEWAGE FLOW: 4650 GALLONS PER DAY [1500GPD/ACRE OR 2500GPD/ACRE] 7NOBSTRUCTED AREA AVAILABLE: 3000 SQFT UNOBSTRUCTED AREA REQUIRED: 1250 SQFT BENCHMARK/REFERENCE POINT LOCATION: Top of Wooden Well House ® SE Corner of Property ELEVATION OF PROPOSED SYSTEM SITE IS 103.00 [ INCHES ] [ ABOVE ]BENCHMARK/REFERENCE POINT CHE MINIMUM SETBACK WHICH CAN BE MAINTAINED FROM THE PROPOSED SYSTEM TO THE FOLLOWING FEATURES: SURFACE WATER: 75+ FT DITCHES/SWALES: 15 FT NORMALLY WET? [ ]YES [ X NO SELLS: PUBLIC: N/A FT LIMITED USE: N/A FT PRIVATE: 75+ FT NON -POTABLE: 50+ FT BUILDING FOUNDATIONS: 5 FT PROPERTY LINES: 5 FT POTABLE WATER LINES: N/A FT SITE SUBJECT TO FREQUENT FLOODING: [ ]YES [ X ]NO 10 YEAR FLOODING? [ ]YES [ X NO 10 YEAR FLOOD ELEVATION FOR SITE: 0 FT NGVD SITE ELEVATION: 0 FT NGVD SOIL PROFILE INFORMATION SITE 1 Munsell #/Color Texture Depth 1nVR-4/1-n rV Rand n to 11 1nVR-7/1-T. rV Sand 11 to 11 10VR-A/1-WF. Sand 1A to 77 to _ to t0 to to USDA SOIL SERIES: 42 St. Lucie sa SOIL PROFILE INFORMATION SITE 2 Munsell'#/Color Texture Depth 1nYR-4/1-n RV Rand n to 12 10YR-7/1-T. rV Rand 12 t0 1R 1 nVR-A/1-WF. Rand 1A to to — to to to to USDA SOIL SERIES: 42 St. Lucie sa )BSERVED WATER TABLE: 80.00 INCHES [ BELOW ] EXISTING GRADE TYPE: [APPARENT ] ESTIMATED WET SEASON WATER TABLE ELEVATION:80.00 INCHES [ BELOW ] EXISTING GRADE. SIGH WATER TABLE VEGETATION: [ ]YES [X]NO MOTTLING: [ ]YES [X]NO DEPTH: 0.0 INCHES 'OIL TEXTURE/LOADING RATE FOR SYSTEM SIZING:Sand/0.80 I DEPTH OF EXCAVATION: )RAINFIELD CONFIGURATION: [ ]TRENCH [ X ]BED [ ]OTHER (SPECIFY) ZEMARKS/ADDITIONAL CRITERIA: 0.0 INCHES 'ITE EVALUATED BY: JOHN HANSON DATE: 6/6/05 )H 4015, 03/97 (Obsoletes previous editions which may not be used) Stock Number: 5744-003-4015-1) [ostda eval 4015-3] Page 3 of 3 APPLICATION FORt New System [ ] Repair APPLICANTS •r STATE rOf FLORIDA DEPARTMENT OF HEALTH ONSITE SEWAGE DISPOSAL SYSTEM APPLICATION FOR CONSTRUCTION PERMIT ,l [ ] Existing System Abandonment PERMIT NO. \- Y / J)�, ,rJn DATE PAID: 5 / D FEE PAID: RECEIPT if: � [ ] Holding Tank [ ] [ 1 Temporary [ /] Innovative �0 AGENT: ( A 5P WC' t �2��4-- �6 C C TELEPHONES MAILING ADDRESS: 4-,A 9 �EA5-r ��'� J"l CS-7 � �2� �`/�, saaaaaaaa.a—_��—_aaaaaaaaaaaasaxss=�—+++-•-asxaxa=++---aa�s�xssssasxxxaaaaaaaaaaaaa TO SE COMPLETED BY APPLICANT OR APPLICANT'S AUTHORIZED AGENT. SYSTEMS MUST BE CONSTRUCTED BY A PERSON LICENSED PURSUANT TO 489.105(3)(m) OR 489.552, FLORIDA STATUTES. aaaaa�sxsss- ss2sssassssmssssxxsaaaaaaaassass-asasasaar_aacssaosaaasxaa PROPERTY INFORMATION g Q, 5(>' t_oT LOT: Lfh , BLOCK: SUBDIVISION: F�� IS ((� PLATTED: MA PROPERTY ID #i ZONINGS I/M OR EQUIVALENT: [ Y / N0] PROPERY SIZE: 3ACRES WATER SUPPLY: [\)�] PRIVATE PUBLIC [ ]<a2000GPD [ ]>2000GPD IS SEWER AVAILABLE AS PER 381.0065, FS? [ Y N ] .DISTANCE TO SEWERtJ220-�FT PROPERTY ADDRESS: �G• ' �l lAo„} \\i 1'�•-• (21yE - DIRECTIONS TO PROPERTY: �Q.s-�.:., bi� tA-,0LcW4 RoAlk�, o Ii'�1Dk&J ��k vlcrt Q CG t I J i ( iv S tR BUILDING INFORMATION [] RESIDENTIAL [ ] COMMERCIAL Unit Type of No. of Building Commercial/Institutional System Design NO Establishment Bedrooms Area Sqft Table 1, Chapter 64E-6, FAC z r ;•�� a 3 4 r [ ] Floor/77. ant Drains Oth4T (Specify) ,41 0 G? /A-�-^' ,. SIGNATURE: C-��{ °O Nn3 I f E DATE:„ ,"'•,5 S Q!5% DH 4015, 1,0/97 age viedi ous t: ns maybe used) I / Page 1 of 3 Stock Number: 7 4015-1 APPLICATION FOR: Check type of permit, if "Other" specify type In blank. ,APPLICANT: Property owners full name. AGENT: Property owners legally authorized representative. TELEPHONE: Telephone number for applicant or agent. MAILING ADDRESS: P.O. box orstreet, city, state and zip code mailing address for applicant or agent. -LOT, BLOCK, Lot, block, and subdivision for lot (recorded or unrecorded subdivision). If lot is not in a SUBDIVISION: recorded subdivision, a copy of the lot legal description or deed must be attached. DATE OF SUBDIVISION: Official date of subdivision recorded in county plat books (month/day/year) or date lot originally recorded. Dividing an approved lot into two or more parcels for the purpose of conveying ownership shall be considered a subdivision of the lot. PROPERTY ID#: 27 character number for property. CHD may require property appraiser ID # or sectionttownship/range/parcel number. ZONING: Specify zoning and whether or not property is in I/M zoning or equivalent usage. PROPERTY SIZE: Net usable area of property in acres (square footage divided by 43,560 square feet) exclusive of all paved areas and prepared road beds within public rights -of way or .easements and exclusive of streams, lakes, normally wet drainage ditches„ marshes, or other such bodies of water. Contiguous unpaved and non -compacted road rights -of -way and easements with no subsurface obstructions may be included in calculating lot area. WATER SUPPLY: Check private or public <= 2000 gallons per day or public a 2000 gallons per day. SEWER AVAILABILITY Is sewer available as per 381.0065, Florida Statutes, and distance to sewer in feet. PROPERTY ADDRESS: Street address for property. For lots without an assigned street address, indicate street or road and locale in county. DIRECTIONS: Provide detailed instructions to lot or attach an area map showing lot location. BUILDING INFORMATION: Check residential or commercial. TYPE ESTABLISHMENT: List type of establishment from Table II, Chapter 10D-6, FAC. Examples: single family, single wide mobile home, restaurant, doctors office. NO. BEDROOMS: Count all rooms designed primarily for sleeping and those areas expected to routinely provide sleeping accommodations for occupants. BUILDING AREA: Total square footage of enclosed habitable area of dwelling unit, excluding garage, carport, exterior storage shed, or open or fully screened patios or decks. Based on outside measurements for each story of structure. BUSINESS ACTIVITY: For commercial/institutional applications only. List number of employees, shifts, and hours of operation, or other information required by Table II, Chapter 10D-6, FAC. FIXTURES: Mark Floor/Equipment Drains or Others and specify item or "NA" if not applicable. SIGNATURE / DATE: Signature of applicant or agent. Date application submitted to the CHD with appropriate fees and attachments. ATTACHMENTS: A site plan drawn to scale, showing boundaries with dimensions, locations of residences or buildings, swimming pools, recorded easements, onsite sewage disposal system components and location, slope of property, any existing or proposed wells, drainage features, filled areas, obstructed areas, and surface water. Location of wells, onsite sewage disposal systems, surface waters, and other pertinent facilities orfeatures on adjacent property, if the features are with 75 feet of the applicant lot. Location of any public well -within 200 feet of lot. For residences, a floor plan (residences) showing number of bedrooms and building area of each unit. For nonresidential establishments, a floor plan showing the square,footage of the establishment, all plumbing drains and fixture types, and other features necessary to determine composition and quantity of wastewater. STATE OF FLORIDA PERMIT # DEPARTMENT OF HEALTH ONSITE SEWAGE DISPOSAL SYSTEM' SITE EVALUATION AND SYSTEM SPECIFICATIONS APPLICANT: ^�(�.{7.f71.� CW1sS Cd t,t�S E:_ AGENTsC--�i-�l%rJ LOT:''br [,. SOr ,BLOCK: SUBDIVISIONS PROPERTY ID #: �1 ' 3 a\ [section/Township/Range/Parcel No. or Tax M)eNumber] W r5 SO BE COMPLETED BY ENGINEER, HEALTH UNIT EMPLOYEE, OR OTHER QUALIFIED PERSON. ENGINEER'S, MUST PROVIDE REGISTRATION NUMBER AND SIGN AND SEAL EACH PAGE OF SUBMITTAL. COMPLETE ALL ITEMS. PROPERTY SIZE CONFORMS TO SITE PLAN: N/j YES [ ] NO NET USABLE AREA AVAILABLE: ?7. ACRES TOTAL ESTIMATED SEWAGE FLOW: CJ GALLONS PER DAY [RESIDENCES -TABLE 1 / OTHER -TABLE 21 AUTHORIZED SEWAGE FLOW: 1 GALLONS PER DAY [1500 GPD/ACRE OR 2500 GPD/ACRE] UNOBSTRUCTED AREA AVAILABLE: tv SQFT UNOBSTRUCTED AREA REQUIRED: SQFT Itk c.". N. W_ ' zN -sa BENCHMARK/REFERENCE POINT LOCATION: Ak 2 �.ir-- $ k 2 -L, S-1 .. ELEVATION OF PROPOSED SYSTEM SITE IS [INCHES/FT] POINT THE MINIMUM SETBACK WHICH CAN BE MAINTAINED FROM THE PROPOSED SYSTEM TO THE FOLLOWING FEATURES: SURFACE WATER: �T DITCHES/SWALES: �`r FT NORMALLY WET? [ ] YES [>�NO WELLS: PUBLIC: /.[ T LIMITED USE: FT PRIVATE: 'Z S "t FT NON -POTABLE: 1-. FT BUILDING FOUNDATIONS: �] FT PROPE TY LINES:_ FT POTABLE WATER LINES: -FT SITE SUBJECT TO FREQUENT FLOODING: [ ] YES ,[ ] NO 10 YEAR FLOODING? [ ] YES [ ] NO 10 YEAR FLOOD ELEVATION FOR SITE:FT MSL/NGVD" SITE ELEVATION: FT MSL/NGVD SOIL PROFILE INFORMATION SITE 1 Munsell-#/Color Texture Depth to to to to to to USDA SOIL SERIES. I OBSERVED WATER TABLE: INCHES [ABOVE / ESTIMATED . WET 'SEASON WATER TABLE ELEVATION: HIGH WATER' TABLE VEGETATION: [ ];..YES: [ ] NO SOIL TEXTURE/LOADING RATED DRAINFIELD CONFIGURATION`:' REMARKS/ADDITIONAL CRIT0 SITE EVALUATED.EY DH 4016, 10196 (Replaces HRS-H Form 4015 (Page 31 which i (Stock Number: 5744-003-4015-1) SOIL PROFILE'INFORMATION SITE 2 Munsell #/Color Texture Depth to to to to to'. to to to to USDA SOIL SERIES: I ISTING GRADE. TYPE: [PERCHED / APPARENT] F® INCHES [ ABOVE / BELOW ] EXISTING GRADE. 'TLING: [ ] YES [ ] NO DEPTH: ' INCHES DEPTH OF EXCAVATION: INCHES [ ] OTHER (SPECIFY) Page 3 of 3 INSTRUCTIONS: PERMIT NUMBER APPLICANT: AGENT: LOT, BLOCK, SUBDIVISION: PROPERTY ID NUMBER: PROPERTY SIZE: Permit tracking number by County Health Department,. Property owner's full name. Property owner's legally authorized representative. Lot, block, and subdivision for lot. 27 character number for property (property appraiser ID number or section/township/range/parcel number). Check if property at site conforms to submitted site plan. Record net usable area available - lot area exclusive of all paved areas and prepared road beds within public rights -of -way or easements and exclusive of streams, lakes, normally wet drainage ditches, marshes, or other such bodies of water. SEWAGE FLOW: Record the estimated sewage Bow for the establishment from Table I (residence) or Table 2 (non-residential), Chapter I OD-6, FAC. Record the authorized sewage flow for the lot based on net usable area and water supply (1500 gallons per day per acre for private water supplies and2500 gpd per acre for public water supplies). If authorized sewage Bow does not equal or exceed the estimated sewage Bow, the application must be denied. UNOBSTRUCTED AREA: Record'the square feet of unobstructed area available and the amount required. Unobstructed area must be at least 2 times as large as the drainfield absorption area and at least 75 percent of the unobstructed area must meet minimum setbacks in Chapter IOD-6, FAC. The unobstructed area must be contiguous to the drainfield. BENCHMARK INFORMATION: Record the location of the benchmark. If using a surveyor's benchmark record the actual elevation. Record the elevation of the proposed system site in relation (above or below) to the benchmark. MINIMUM SETBACKS: Record minimum setbacks which can be meet to all listed features. Actual measurements must be recorded or "NA" for nonapplicable features. 'Features on site plan or within 75 feet of the applicant lot must be measured. The location of any public drinking well within'200 feet of the applicant's lot must also be verified. FLOOD INFORMATION: Record information on lot's subject to flooding. For lots subject to flooding record 10 year flood elevation for site and actual site elevation. SOIL PROFILE INFORMATION: Two soil profiles within the proposed absorption area to a minimum depth of 6 feet or refusal are required. Soil identification will use USDA Soil Classification methodology (Munsell colors and USDA soil textures). Refusals must be clearly documented. Provide USDA soil series if available, record "UNK" if the series cannot be determined, WATER TABLE: Record the depth of the observed water table at the time of the evaluation. Mark "perched" or "apparent" as appropriate. Record the estimated wet season water table elevation based on site evaluation, USDA soil maps, and historical information. Indicate if there is high water table vegetation present. Indicate if mottling is present and depth. SOIL. TEXTURE: Record soil texture or loading rate for system sizing. DEPTH OF EXCAVATION: If applicable record depth of excavation required. Record "NA" if not applicable. DRAINFIELD CONFIGURATION: Check drainfield configuration required. If other, specify type. ADDITIONAL CRITERIA: Record any additional remarks pertinent to site or installation. Ex. dosing required. SITE EVALUATED BY: Signature of evaluator, title, and date of evaluation. Professional engineers must seal all documents submitted. ELEVATION WORKSHEET ELEVATION OF BENCHMARK / REFERENCE POINT IS: BENCHMARK SITE 1 SITE 2 SITE 3 [ + ] SHOT H.I. H.I.. H.I. H.I. [-]SHOT [-]SHOT [ - ]SHOT Maz 13 05 08:57a BC Well Drilling 772-395-0858 p.l 'STATE OF -LOMA n i'At10PWAPPUCATILOPI TO C6HSTRUGTr, O mwo� 13 w-.8 noa..swyore` mtr APCmM Q W91d Sr. r om i uct Review St Lucie County, Public Works Department Code Compliance Division The following products will be installed in the structure located at 1 C- Building Permit # I Z C 7 tj �j0 . I N D I A N (Uu t 2 zvz Owners NameSNEI22y �U I � 2UDt✓ Owner's Address E> EA-ct4 Contractor. ARK 41•oM.es Coo r Contractor's Address 23 Z 3 fN is hk ktLL 13 ggg LiCJ JENs t3>`,4ctf Product *Product Rated I Design Pressur Manufacturer Model Number — Method of Attachment Windows NU in the rated wind design pressures listed by the manufacturer for each product listed 1st Choice _l- 56 F PGT SN 1 t u Cox1s Mullions f 50 PSF JP6T lomra(-jahls I �+ Fixed Glass 1st Choice _ 5 Gr u5 f5 rG -7o i3 �31 " OrJs Skylights fJdNL— 4" 20 h CmNt2 I Cr n Ve Glass (other) Butt Glass u0HE Glass Block N o ly E Tiding Glass Doors 1st Choice t 50 PSF it l a S 2nd Choice afw,) " (ZOrI c 2fJe 1 Ib`'0E Swing Type Doors 1st Choice t 5 "PGT 52.1 5W 3 I -ttElkpcDxjs 2nd Choice w,o—w "F2o C62AE @ Ife` Overhead Garage Doors 1st Choice 40 — 44, e5F Wl V50e. 30 � 1� all 2nd Choice aswdw — Roofing Material Asphalt/Fiberglass Metal Other c&A -r i - 5 ��c�R,Ee� cor`tc Eit AGIE=ND R t `f F04fn putters ►.I D NE - Choice _ I have reviewed the above components and cladding, and have approved'their•,use in the "structure to provide adequate resistance to the wind loads and forces specified by current code provisions. Name: -NJ lCoI • wE�YN�'J —I Signature - Design Firm Cert. No. Z bate: D - 28 -c35 Revised SM07 dmg St. Lucie County Building and Zoning Department 2300 Virginia Avenue Fort Pierce, FL 34982 FILE COPY 561-462.1553 Design Certification for Wind Load Compliance This Certification is to be completed by the project design architect or engineer. This Certification must be submitted with all applications for building permits involving the construction of new residence (single or multi- family)• residential addition, any accessory structure requiring a building permit, and any nonresidential structure. This. Certification shall not apply to interior renovations (provided that no structural walls, columns or other similar component is being effected)tand certain other minor building permiu.'. For further assistance, please contact the Building Inspection Office at 462.1553 or 462.2172. Project Name SA,&zoi, L , G\J I hJ 2Lk DF Office Use Only Street Address 12075 S• F% V .{L b(L Permit Number JT—i05Eti W--AUA 3 G7 Occupancy Type Construction Type I Certification Statement: l certify that, to the best of my knowledge and belief, these plans and specifications have been designed to comply with the applicable structural portion of the Building Codes currently adopted and enforced by St. Lucie County. I also certify that structural elements depicted on these plans provide adequate resistance to the wind loads and forces specified by current code provisions. Deslen Parameters and Assumatlons Used: (Please check or complete -the appropriate box.) 1. Florida Building Code 2001 Edition ✓ ASCE 7-98 2. Building Design is (check one) Enclosed -k Partially Enclosed Open Building 3,_Building Height: 2(P 4. Wind Speed Used in Building Design: 14KH 3 second gust u ,t 5. Wind Exposure Classification (refer to exposure tables in Building Code identified in Line #1): g 6. Average Wind Velocity Pressure on Exterior Faces of Structure 33 PSF 7. Peak Wind Velocity Pressure on Exterior Faces of Structure PSF 8. Importance/Use Factor (obtain from Building Code): I 9. Loads: Floor 4o PSF Roof/dead I PSF Roof/live 30 PSF -n L-E 10. Were Shear Walls Considered for Structure (check one): Yes ✓ No if No, attach explanation) _ 11. Is A Continuous Load Path Provided (check one): Yes r No (if No, attach explanation) 12. Are Component and Cladding Detail Provided (check one): Yes ✓ No _(If No, attach explanation) 13. Minimum Soil Bearing Pressure: 2 500 PSF As witnessed by my seal, I hereby certify that the information included with this certification is true and correct, to the best of my knowledge and belief. Name: DWIG+- R W EixwT P E Certification 1i: 20,`27_ 3 [Seal Here] Design Firm: WE.YP )T E—MG ING Date: Q9 30 .05 Form # 020-00