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HomeMy WebLinkAboutSUBMITTED PAPERS_1ODATE FFICE u�E ONLY: _ ''1 Q� �% %� PLAN REVIEW FEE: O� U 1 RECEIPT NO.: / & PERMIT NUMBER: /`� CONCURRENCY FEE: RECEIPT NO.: CERT. CAP. NO.: ALL INFO MUST BE COMPLETE & FILLED IN TO BE ACCEPTED St. Lucie Count Building and Zoning "5 Y g g - SCANNED 2300 Virginia Avenue \ �1 Ft. Pierce, FL 34982-5652 BY 772-462-1553 J St. LucieC ountY APPLICATION for BUILDING PERMIT ?� C CERTIFICATE of CAPACITY/ZONING COMPLIANCE PROJECT INFORMATION 1. LOCATION/SITE ADDRESS: � �e-11WIS K) a1CJYtS�'.VL, �1 �1 J 2. PROJECT NAME: A SITE PLAN NAME:, 3. PROPERTY TAX ID #: r' 4. LEGAL DESCRIPTION (attach extra sheets if necessary): OE 5. PLAT BOOK_ 6. PAGE NO. _J 7. BLOCK NO. 8. LOT NO. 9. PARCEL SIZE (ACRES/SQ FT.)..O, 7 S LOT DIMENSIONS: (0 Xs� 10. COMPLETE DESCRIPTION OF CONSTRUCTION ROJECT OR WORK ACT ITY: ! 1 I rP 11. SETBACKS (ACTUAL) FRONT: 3 BACK: S RIGHT SIDE: LEFT SIDE: 12., TYPE OF CONSTRUCTION (Check all appropriate boxes) NEW CONSTRUCTION RESIDENTIAL OTHER (SPECIFY) 13. DESCRIPTION OF PROPOSED USE: 14 16. [ ] EXPANSION/ADDITION [ ] INTERIOR RENOVATION [ ] COMMERCIAL [ ] INDUSTRIAL SQ. FT OF CONSTRUCTION: 234o 15. SF. FT 1st FLOOR: 73� VALUE OF CONSTRUCTION: $ The value of construction is used to determine the amount of permit fees to be assessed. St. Lucie County 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 NAME: I CIT ' ST TE: _ ZIP: PHONE (DAYTIME). '� Email: IF THE FEE SIMPLE TITLEHOLDER (PROPERTY OWNER) IS DIFFERENT FROM THE OWNER LISTED ABOVE, PLEASE FILL IN NAME AND ADDRESS BELOW. FEE SIMPLE TITLEHOLDER: ADDRESS: CITY: STATE: ZIP PHONE (DAYTIME): (_) CONTRACTOR INFORMATION ST. of FL REG.CERT JCA 1C BUSINESS NAME: QUALIFIERS NAME: ADDRESS: CITY: PHONE (DAYTIME): ARCHIT/ENGINEER: ADDRESS: Lon_ PHONE (DAYTIME): ST. LUCIE COUNTY CERT #: ac &(� STATE: i- ZIP: FAX NO. Email: STATE: BONDING COMPANY: ADDRESS: CITY: STATE: ZIP: MORTGAGE LENDER: °® ADDRESS: - CITY: 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. "I 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, PLUNIBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AND AIR CONDITIONERS, ETC., not otherwise included with this building permit application. St. Lucie County makes no representation that its granting of a permit will authorize the permit holder to build the subject structure which is in conflict with any applicable Homeowner Association rules, bylaws or any covenants that may restrict -or prohibit such structure. Please consult with your Homeowner's Association and review your deed for any restrictions which may apply. 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, AND INTEREST 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 app 'cable laws regulating construc 'on and zoning. AEER CONTRAC OR SIGN 'URE-1 CONTiU R SIGNATURE Oni4 STATE OF FLORIDA l STATE OF FL �wn COUNTY OF a !®�—l�o,� COUNTY OF ] �L- The foreggooiVg instrument was acknowledged coW The foregoing instrument was acknowledged before jbefore 20 V © o r me this D day of �� 20, met is day o , `o b Y o m o ON 0;,.NN by&X C m '— E �Y who is personally know or has produced m E � a who is personally known or has produced a as identification. Zw2w as identificatio `O E z cn � Signature of Notary a41A Signature of NotaryOs a. Commission No. (Seal) Commission No. (Seal) NOTE: TWO (2) SIGNATURES ARE REQUIRED. EACH SIGNATURE MUST BE NOTARIZED. IF APPLYING FOR THIS BUILDING PERMIT AS AN OWNER/BUILDER, THE OWNER MUST PERSONALLY APPEAR TO SIGN THIS APPLICATION IN THE OFFICE LISTED ON THE FRONT OF THIS APPLICATION. OWNER BUILDER AFFIDAVIT WILL BE REQUIRED FOR ALL OWNER/BUILDER APPLICANTS. For specific instructions see appropriate permit checklist. GENERAL - -- SCHOOL IMPACT FEE R ACT F E CREDIT / Y N LAW ENF IMPACT FEE PLANNING & DEVELOPMENT SERVICES DIVISION BUILDING & CODE REGULATIONS DIVISION 2300 Virginia Ave Fort Pierce, FL 34982 BUILDING.PERMIT S NTRACTOR SUNEVIARY will be using the following sub=contractors for the (Company dividual Name) project located at� (Street address or Property Tag ID # ) It is understood that N there is any change of status regarding the participation of any of the sub -contractors listed below, I will. immediatelyadvise the Building and Zoning Department of St. Lucie County. Trade Name of+Company/Contractor" -" ' St. Lucie County/ "--""State of- oridw- License Number Electrical Plumbing( HVAC/ Mechanical `C- Roofing Gas )FFICE USE ONLY: PERMIT ISSUE DATE: NUMBER: LISf Fm:MyFax -Sam Walker To:John Law (17728785982) 15:1312122110GMT-05 Pg 01-01 _ _ i Lt7•'-'-'-' \ 11 tEl wxx ]L Jrr • L` x_fflL�A lr'l: "-t 1' a a ^ z • i-v�:ry y �..�:.. �a� s ..:.�� . 1IONS DIVISION ICU PRIMP%` b. SUR-CEI��CT.O A:GiREEafElVT St. Lucie County Contractor Certification Number: State of Florida Certification Number (if applicable): have agreed to be the (Company Name/Individual Name) S t sub -contractor for 7 (Type of Trade) (Primary Contractor) for the project located at (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 projects 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 (Nance of the Individual shown on the Contractor's License) RIGINAL SIGNATURES ARE E,QUI ED SIGN TU Business Nance: Address: City/State/Zip- Phone: I 1 nT+ FYCF I ISE ONI N: SD ki 1 l'- L 4 f,; ?_ 07 d, / v PRINT NA ME DATE PERMIT # �� I � .. ,1 � Fp� - �) ISSUE DATE PLANNING & DEVELOPMENT SERVICES DEPARTMENT BUILDING & CODE REGULATIONS DIVISION BUILDING PERMIT SUB -CONTRACTOR AGREEMENT St. Lucie County Contractor Certification Number: State of Florida Certification Number (If (Company Name/Individual Name) sub-contractor for (Type of Trade have agreed to be the (Primary Contractor) for the project located atjV (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) ORIGIN SIGNATURES ARE REQUIRED a low— GNATURE r PRINT NAME DATE {� Business Name: lam, � ' l I H Mo o Address: aD_Y 1 CYVQ\IC�l- _ City/State/Zip: U K irrf,,U ` C� f� Phone: `i"c�s email: OFFICE USE ONLY: PERMIT # ISSUE DATE Tto ia -ag -dam Fm:MyFax - Sam Walker To:Van Corbin (17723353310) 11:27 1212211OGMT-05 Pg 02-02 PL ANMNG & :31a 7;C l,... 4J Vitwi 9 DEPAX1MN L I UliDil'� & C . GMATfONS DMSTON LRG':>T � SiJ)�i',t;'N`i`�4t:'tilr: eti�tl>�MENT St. Lucie County Contractor Certification Nuraber: 810-2_ S-ta of Florida Ceatiftcatti Number (1fapplia wO. m ) aw have agreed to be the (' parry NarneAntlMdual blame) sub -contractor for (T'VDe Of Trade) (Primary Contractor) for -thee project located at (Project Street Address or Property Tax ID =t) 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 personalty filing a Change of Contractor notice. (Form: SLCCDV No. oaa-ao) BUSINESS QUALIFIER (Name of the individual shaven on the Contractor's License) L SIGNATU TORE Business Name: Andress: Cityls`6ate/Zip: .�,��rr1-1� Phone: "cam OFFICE USE ONLY: l EQUTRED k,.40. I z--Z_I -lo PRINT NAME DATE email: 1012 ~Vas—a^d 3 I ISSUE Prepared Dr. Alarlanne llestenmlth Fut Tine, Ins 27 Etst ;, Doulet^ard l Y Stuart, Fl, Incidental to tiio issuance of a title tnsumnee polity, Kite Number 449-mm-02 Parcel ION., 4302-501-0352-00013 Gmntee(s) SS 0: JOANNE HOLNAN, CLERK OF THE CIRCUIT l - SAINT LUCIE COUNTY Flle Number: 2062802 OR BOOK 1549 P; a567 Recorded:07/05/02 14:14 9 Doc Assump: t . 0.00 s Doc Tax : $ 945.00 * Int Tax : $ 0.00 WARRANTY DEED This WARRANTY DEED, dated 713/02 by Paul W. Finlay and Valerie D. Finlay, his wife whose post office address is: 105 Seth Goodspeed Road, Osterville, AK 02655 hereinafter called thb GRANTOR, to Mary Lou Altmann and Claus Altman s(pi � whose ppst-6fftco.address is�.B646-Paris-Av me, Iroulsvftf� Oht1 n-4daal, hereinafter called the GRANTEE: / r 1Wherev u herein tut) Oh "G ntor" and represent tiv s and assigns of ind' id Is, and the i WITNE E : That the G for and in receipt wh o ' ereb ckn wl ed, unto the G BE, all that rtain 1 situate in all parts to this ii4MJ)4 ant 9 d the heirs, legal sum of $10.00 and viz: considerations, s and confirms -Lot 166, Section 11, Outdoor Resorts of America at Nettles island, according to the map or plat thereof as recorded In Plat Book 16, Pages 1, IA through 1J, Public Records of St. Lucie County, Florida, together with all the tenements, hereditaments and appurtenances thereto belonging or in anywise appertaining, subject to the terms, conditions and limitations as set forth In the Declaration of Condominium recorded in O.R. Book 1%, Page 2720, Public Records orSt. Lucie County, FL Subject to restrictions, reservations and easements of record, If any, and taxes subsequent to 2001. This DeedXas been praAaredwlithout the enefif of a The pro herein conveys D ES NOT c st ute t e koMEI(TE props of a Grantor. The Grantof' H MESTEAD addre I : 105 Seth o spe d Rood. O nAlle, MA 0 5 TOGETHER with a t tenements, hereditaments and appurtenances thereto belonging or in anywise appertaining. TO HAVE AND TO HOLD, the same in fee simple forever. AND THE GRANTOR hereby covenants with said GRANTEE that except as above noted, the GRANTOR is lawfully seized of said land in fee simple, that the GRANTOR has good right and lawful authority to sell and convey said land; that the GRANTOR hereby fully warrants the title to said land and will defend the some against the lawful claims of all persons whomsoever. IN WITNESS WHEREOF, GRANTOR has signed and sealed these presents the date set forth above. State Countyy 0 ap.9 . THE FOREGOING INSTRUMENT was sworn and aclnrowledged before me on • by: a V. Finlay and Valerie D. Finlay, his wife, who is personally known to me or who has p!o ubc as identification. Signature: Print Namb: J e 1 2 <H1Rd44 �h .p r® Y4 IX,r 9 8 4 •, P � "yex e, k � �p n^' W a. s 4 �y e r r , r NE���SB�vo HIRD' '. RU #. RU . �r s 7 � Jena x RU RU RU 'RU k h RU RU r, `p RU' RU RU t RU a� RU RU, RU n r a s ro ;i r RU � u RU RU ° RU rRU Planning & Development Services Building & Code Regulation Division 2300 Virginia Avenue Fort Pierce, FL 34982 Phone: (772) 462-1553 Fax: (772) 462-1578 PROPERTY INFORMATION Address: 166 NETTLES BLVD City / State / Zip; JENSEN BEACH Parcel # : 4502-501-0352-000/3 Zoning: HIRD APPLICATION INFORMATION Permit Number: 1012-0252 Activity Type: New Permit Type: Mobile Home Review Comments FL 34957 Jurisdiction: St. Lucie County Lot # : Block: CONTRACTOR INFORMATION Contractor Name: WARENSFORD GENE L Business Name: SOUTH FLORIDA MOBILE HOME MOVERS Business Addr: 1022 22ND CIR City / State / Zil REVIEWS AND COMMENTS Review Type Status Documents Missing Pending OKEECHOBEE, FL 349' 12/28/2010 2 Comment FILLED LANDS AFF. Front Counter Review Complete Page 1 Owner(s): Mary Lou Altmann Claus Altmann Application Type: Master Permit w/subs Other Activity: Stories: 1 Automatic Sprinkler System? Fax Number 863-357-4502 Reviewed By Dawn Milone Dawn Milone Date Started Date Complete Date Released 12/28/2010 12/28/2010 Plans Examiner Review Incomplete Joe Cicio 01/24/2011 01/24/2011 1 Comment CONTRACTOR TO SUBMIT 2 LEGIBLE COPIES OF THE DATA PLATE 01/24/2011 2 Comment PROVIDE DUPLICATE, CURRENT COPIES OF THE ENERGY CALCULATIONS AND MANUAL J CALCULATIONS WITH ORIGINAL SIGNATURES AS SPECIFIED BY THE 2009 SUPPLEMENTS OF THE FBC * THE HEAT LOSS CALCULATION SHEET FROM JACOBSEN IS NOT THE SAME SERIAL NUMBER AND IS TO BE USED BY YOUR RATER TO DESIGN THE MECHANICAL SYSTEM * 01/24/2011 3 Comment THE SET-UP PLANS AND PERMIT WORKSHEETS ARE INCOMPLETE * INCLUDE THE LOCATIONS OF THE US SYSTEMS 01/24/2011 4 Comment THE SUBMITTED SURVEYS DO NOT SHOW THE PROPER DIMENSIONS FOR THE REAR STEPS AND / LANDINGS PER THE FBC PER YOUR HAND DRAWINGS 01/24/2011 5 Comment SUBMIT IN DUPLICATE, THE MANUFACTURERS DRAWINGS AND SPECIFICATIONS FOR THE SET-UP OF THIS HOME * MUST SHOW ALL PIERS. ANCHORS, MATE -LINE BLOCKING AND ANCHORS, SHEAR WALL ANCHORS, END WALL ANCHORS, LATERAL AND LONGITUDINAL SYSTEMS, ETC * PLANS ARE INCOMPLETE * SUBMIT IN DUPLICATE THE MANUFACTURERS INSTALLATION INSTRUCTIONS AS SPECIFIED IN 15C TO SET IN A FLOOD PRONE AREA ( SEE FEMA 85 ] 01/24/2011 6 Comment SUBMIT THE CURRENT DOCUMENTATION FROM SYYLE CREST FOR THE SINGLE AND DOUBLE STEPS Y•• i Planning & Development Services Building & Code Regulation Division Review Comments 2300 Virginia Avenue Fort Pierce, FL 34982 Phone: (772) 462-1653 Fax: (772) 462-1578 Page 2 n119d/9nl l 7 (.nmmant Sl1RMIT THE FNGINFFRING AND TIE -DOWNS FOR THE MECHANICAL EXTERIOR EQUIPMENT 01/24/2011 8 Comment SUBMIT BOTH SERIAL NUMBERS ON THE WORKSHEETS 01/24/2011 9 Comment COMMENTS MAILED * LISTED FAX NUMBER IS NOT IN SERVICE Zoning Review Complete Linda Pendarvis 01/12/2011 01/12/2011 FmAyFax -Sam Walker To: Larry Gabor (18633574850) 14:Z4 1 212!!/1 UUM I -VO I'g uc-uc Planning & Development Services Building & Code Regulation Division 2300 Virginia Avenue Pierce, FL 34982 Pha e: (772) 462-i553 Pax: (772) 462-1578 C:Da;t::2:8December 2010 Receipt. N: 0000077618 Eermi=Nu =r:012-0252 Job .address: 166 NETTLES BLVD unOunt: $215.00 Paid With: CK 'redit Card Number: Check Number: 1123 a.LUCIE Paid By: CENTRAL MOBIL HOMES, INC. Received By: miloned i Online address: http://www.stluejeco.oi-g/planning/permitting.htm Quick Links Pei-mit # jLookup Online Building Inspection System z V43 fZa� °U.S. DEPARTMENT OF HOMELAND SECURI',' xf ELEVATION CERTIFICK OMB No. 1660-0008 Federal Emergency Management Agency Expires March 31, 2012 National Flood Insurance Program Important: Read the instructions on pages 1-9. SECTION A - PROPERTY INFORMATION For Insurance Company, Use: Al. Building Owner's Name. CLAUS & MARY LOU ALTMANN #5952-01 Policy Number A2. Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. Company NAIC Number,' 166 NETTLES BLVD. City JENSEN BEACH State FL ZIP Code 34957 A3. Property Description (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) LOT 166, NETTLES ISLAND A4. Building Use (e.g., Residential, Non -Residential, Addition, Accessory, etc.) RESIDENTIAL A5. Latitude/Longitude: Lat. 27"17'08"N Long. 80°13'24'W Horizontal Datum: ® NAD 1927 ❑ NAD 1983 A6. Attach at least 2 photographs of the building if the Certificate is being used to obtain flood insurance. A7. Building Diagram Number 5 A8. For a building with a crawlspace or enclosure(s): A9. For a building with an attached garage: a) Square footage of crawlspace or enclosure(s) N/A sq ft a) Square footage of attached garage N/A sq ft b) No. of permanent flood openings in the crawlspace or b) No. of permanent flood openings in the attached garage enclosure(s) within 1.0 foot above adjacent grade N/A within 1.0 foot above adjacent grade N/A c) Total net area of flood openings in A8.b NIA sq in c) Total net area of flood openings in A9.b N/A sq in d) Engineered flood openings? ❑ Yes ® No d) Engineered flood openings? ❑ Yes ® No SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1. NFIP Community Name & Community Number B2. County Name B3. State ST. LUCIE UNINCORPORATED 120285 ST. LUCIE FLORIDA B4. Map/Panel Number B5. Suffix B6. FIRM Index . B7. FIRM Panel B8. Flood B9. Base Flood Elevation(s) (Zone 12111CO311 H Date Effective/Revised Date Zone(s) AO, use base flood depth) 06/30/99 06/30/99 AE 7.0 Biu. indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in Item B9. ❑ FIS Profile ® FIRM ❑ Community Determined ❑ Other (Describe) B11. Indicate elevation datum used.for BFE in Item 139: ® NGVD 1929 ❑ NAVD 1988 ❑ Other (Describe) B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? ❑ Yes ® No Designation Date ❑ CBRS ❑ OPA SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) Cl. Building elevations are based on: ❑ Construction Drawings` ❑ Building Under Construction` ® Finished Construction 'A new Elevation Certificate will be required when construction of the building is complete. C2. Elevations - Zones Al-A30, AE, AH, A (with BFE), VE, V1-V30, V (with BFE), AR, AR/A, AR/AE, AR/A1-A30, AR/AH, AR/AO. Complete Items C2.a-h below according to the building diagram specified in Item A7. Use the same datum as the BFE. t Benchmark Utilized ST. LUCIE COUNTY Vertical Datum NGVD 1929 Conversion/Comments NONE 11..E Check the measurement used. N {Lyl a) Top of bottom floor (including basement, crawlspace, or enclosure floor) 8.70 ®feet ❑meters (Puerto Rico only) b) Top the higher of next floor N/A. ❑ feet ❑ meters (Puerto Rico only) Bottom c) . of the lowest horizontal structural member (V Zones only) N/A. ❑ feet ❑ meters (Puerto Rico only) d) Attached garage (top of slab) N/A. ❑ feet ❑ meters (Puerto Rico only) e) Lowest elevation of machinery or equipment servicing the building 7.18 ® feet ❑ meters (Puerto Rico only) (Describe type of equipment and location in Comments) f) Lowest adjacent (finished) grade next to building (LAG) 4.90 ® feet ❑ meters (Puerto Rico only) �A g) Highest adjacent (finished) grade next to building (HAG) 5.70 ® feet ❑ meters (Puerto Rico only) h) Lowest adjacent grade at lowest elevation of deck or stairs, including N/A. ❑ feet ❑ meters (Puerto Rico only) structural support SE '(ON D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and soled by a land surveyor, engineer, or architect authorized by law to certify elevation information. / certify that the inform Lion on this Certificate represents my best efforts to interpret the data available. I understand th any false state nt may be punishable by fine or imprisonment under 18 U. S. Code, Section 1001. ` ® Che here if co ments a provide 66 back of form. Were latitude and longitude in Section A provided by a /' licensed land surveyor? ® Yes ❑ No C ttifier's Name STEP B OWN License Number #4049 Title SURVEYOR & P R Company Name STEPHEN J. BROWN, INC. Address 619 E T ET City STUART State FL ZIP Code 349 4 Signature Date 02/15/11 Telephone (772)288-7176 i FEMA Form 81-31, Mar 09 See reverse side for continuation. Replaces all previous editions IMPORTANT: In -these spaces, copy the ck ;ponding. information from Section A. For Insurance Company Use: Building Street Address (including Apt., Unit, Suite, .::::'dr Bldg. No.) or P.O. Route and Box No_ Policy Number 166 NETTLES BLVD. City JENSEN BEACH State FL ZIP ode 34957 - Company NAIC Number SE ION D - 91AVVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both es of th�'k Eleypfon. Ce ' sate for (1) community official, (2) insurance agent/company, and (3) building owner. Commelits C2 a IS THE AC BROWN Date 02/15/11 Check here if SE900N E - EfOILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zones AO and A (without BFE), complete Items E1-E5. If the Certificate is intended to support a LOMA or LOMR-F request, complete Sections A, B, and C. For Items Ell-E4, use natural grade, if available. Check the measurement used. In Puerto Rico only, enter meters. El. Provide elevation information for the following and check the appropriate boxes to show whether the elevation is above or below the highest adjacent grade (HAG) and the lowest adjacent grade (LAG). a) Top of bottom floor (including basement, crawlspace, or enclosure) is ❑ feet ❑ meters ❑ above or ❑ below the HAG. b) Top of bottom floor (including basement, crawlspace, or enclosure) is ❑ feet ❑ meters ❑ above or ❑ below the LAG. E2. For Building Diagrams 6-9 with permanent flood openings provided in Section A Items 8 and/or 9 (see pages 8-9 of Instructions), the next higher floor (elevation C2.b in the diagrams) of the building is ❑ feet ❑ meters ❑ above or ❑ below the HAG. E3. Attached garage (top of slab) is ❑ feet ❑ meters ❑ above or ❑ below the HAG. E4. Top of platform of machinery and/or equipment servicing the building is ❑ feet ❑ meters ❑ above or ❑ below the HAG. E5. Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the community's floodplain management, -,ordinance? ❑ Yes ❑ No ❑ Unknown. The local official must certify this information in Section G. SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owner's authorized representative who completes Sections A, B, and E for Zone A (without a FEMA-issued or community` -issued BFE) or Zone AO must sign here. The statements in Sections A, B, and E are correct to the best of.my knowledge. Property Owner's or Owner's Authorized Representative's Name ' Address City State ZIP Code Signature Date Telephone �. l Comments :" ❑ Check here if attachments SECTION G - COMMUNITY INFORMATION (OPTIONAL) The. local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A, B, C (or E), and G of this Elevation Certificate. Complete, the applicable item(s) and sign below. Check the measurement used in Items G8 and G9. G1.'•E] The information in Section C was taken from other documentation that has been signed and sealed by a licensed surveyor, engineer, or architect who is authorized by law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G2. ❑ A community official completed Section E for a building located in Zone A (without a FEMA-issued or community -issued BFE) or Zone AO. G3..❑ The following information (items G4-G9) is provided for community floodplain management purposes. G4. Permit Number I G5. Date Permit Issued I G6. Date Certificate Of Compliance/Occupancy Issued G7. 'This permit has been issued for: ❑ New Construction ❑ Substantial Improvement G8. >'Elevation of as -built lowest floor (including basement) of the building: ❑ feet ❑ meters (PR) Datum G9. BFE or (in Zone AO) depth of flooding at the building site: [],feet ❑ meters (PR) Datum G10. Community's design flood elevation ❑ feet ❑ meters (PR) Datum Local Official's Name Title Community Name Telephone Signature Date Comments ❑ Check here if attachments FEMA Form 81-31; Mar 09 Replaces all previous editions Planning & Development Services Building & Code Regulation Division FLOOD HAZARD NOTICE 2300 Virginia Avenue Fort Pierce, FL 34982 Phone: (772) 462-2172 Fax: (772) 462-6443 PERMIT NUMBER: 1012-0252 LOCATION: 166 NETTLES BLVD JENSEN BEACH CONTRACTOR: WARENSFORD GENE L DBA: SOUTH FLORIDA MOBILE HOME MOVERS OWNER: CLAUS ALTMANN NOTICE This Notice is to inform you that your property is in a Flood Hazard Zone. 02/04/2011 This means that the elevation of the first floor must be set at 7 feet, NGVD ( mean sea level ), or 18" above the crown of the road, whichever is greater. NO CONSTRUCTION is to proceed beyond the 1st floor / slab inspection, or just prior to the second floor pour of a multi -story structure, until the required elevation certification has been completed by a registered surveyor, and received and approved by the Building Division of the St. Lucie County Community Development Department. Violation of the requirement will result in the scheduling of a public hearing before the St. Lucie County Code Enforcement Board. The Board is empowered to levy a fine not to exceed $250.00 per day for each day the violation continues: A fine not to exceed $500.00 per day may be levied for a repeat violation. The fine may become a lien upon the real or personal property of the violator. The elevation certification may be submitted any time within 21 calendar days from the above; however, no further construction should take place, nor will any inspections be made until the required certification has been received and ap roved. Signature � 1 66� - >0 Date 02/04/2011 15:38 7724621148 ST LUME COUNTY 4 Z -- PAGE 02/02 ST. LUCIE COUNTY BUILDING & ZONING 2100 VIRGINIA AVENUE FORT PIERCE, Ex. 34982-5652 772462-1553 FILLED LANDS AFFIDAVIT I, the undersigncd, a><.rI the owner of the following described property. t ��p 3149 57 (Tax ID/L.egal description/Address) for wbi.cb I have applied to St. Lucie County for a Final Development Permit. In accepting this Final Development Permit, BP Number , I acknowledge that as owner of the above described property, and in accordance with Section 7-04.0.1(.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 for the 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 mot adversely affect the immediate community. a N-TM.49 Property Owner Name Property Owner Signature Date STATE OF FLORIDA. COUNTY OF ST. )JAIJ E ACKNOWLEDGED BEFORE ME THIS V `4_ DAY OF . 26-Li. BY , U� ©• A LTM�4N/,i WHO 1S PERSONALLY KNOWN TO ME OR WHO HAS PRODUCED AS IDENTIFICATION. ,I SIGNATURE OF NOTARY TYPE OR PRIM NAME OPNOTARY (SEAL) NOTARY PUBLIC TMIF. '2)D g6429 O CQMMISSiON NUMBER :►+'Y°�'• VIKKI LYNN AARON MY COMMISSION # DD904290 EXPIRES July 01, 2013 (407)398-0753 FloridallotaryService.com ar A �FIfir. 4^t / P*Y r t � January 26, 2011 To Whom It May Concern: The loft hand panel of the sliding glass door (viewed from the exterior) located in the dining room (serial number 30,348, manufactured by Jacobsen Homes) is a fixed panel and not intended to be moveable or to be used for egress. Sincerely, Mikyo Trevino Director of Engineering MT/sam t 600 Packard Court, Safety Harbor, FL 34695 Telephoner 727-726-1138 Fax: 727-726-7019 National: 800-843-1559 In Florida: 800-282-5389 www..iachomes.com 2V112' M ray., —C :'AMC") C> .9�C) January 24, 2011 To Whom It May Concern: This is to certify that Reference Number R004990 is the same as SN: JAC FL 30348 AB. When an order is placed with Jacobsen it is given a reference number and once the home is scheduled for production it also receives a serial number. Mikyo Trevino Engineering Director •' f'ERM1T NUMBER Installer Address of being Inste Manufaciu NOTE. 'If home Is a single wide fill out one half of the blocking plan If home Is a triple or quad wide sketch In remainder of home I understand Lateral Arm Systems cannot be used on any home (ne or used) where the sdewall ties exceed 5 ft 4 in. Installer's Initials Ty2ica� spa/Jci � I WOW PERMIT WORKSHEET I page 1 of 2 I New Home Used Home ❑ Home installed to the Manufacturer's Installation Manual Home is installed In accordance with Rule 15-0 ❑ Single wide ❑ Wind Zone II ❑ Wind Zone III Double wide] Installation Decal 4 Triple/Quad ❑ Serial # y PIER SPACING TABLE FOR USED HOMES Load bearing capacity F er size (sq In) 16' x 16' (256) 18 1/2' x i 8 1/2' (342 ) 20' x 20' (400) 22' x 22• (484)' 24' X 24' (676)• 26' x 26' (676) 1000 DSf3 s 6 g 0.0 DST 6 g s 6 8 8 8 3000 s 8 8 3 s 8' 8 Nror aP.-r1w worn. PIER PAD SIZES I POPULAR PAD SIZES I-beam pier pad sizes x IRI ;g Pad Size Sq in. Perimeter pier pad size 16x 17 Other pier pad sizes SCr P. I 1� 16 X 22.5 (required by the mfg.) 17 x ®Draw the approximate locations of marriage wall openings 4 foot or greater. Use this symbol to show the piers. List all marriage wall openings greater than 4 foot x and.their pier pad sizes below. ANCHORS Opening Pier pad -.size Oft 5ft FRAME TIES within 2' of end o ome spaced at 5' 4" oc TIEDOWN COMPONENTS I OTHER TIES 4 Longltudlnal; ' 111z1n D ce sq) Sidewall Number Manufacturer C 5 11) e cl ►--,, Longitudinal Longltudlnal Stlilzln ��Wc�+w/ term Marriage wall Manufacturer �� / �c,�. Shearwall PERMIT NUMBER C- POCKET PENETROMETER TES The pocket penetrometer tests are rounded down toQ�sf or check hereto declare 1000 lb. soil without testing. POCKET PENETROMETER TESTING METHOD 1. Test the perimeter of the home at 6 locations. 2. Take the reading at the depth of the.footer. 3. Using 500 lb. increments, take the lowest reading and round down to that increment. _101A :: . TORQUE PROBE TEST The results of the torque probe test is �� inch pounds or check here if you are declaring 5' anchors without testinq . A test showing 275 inch pounds or less will require 5 foot anchors, Note: A state approved lateral arm system is being used and 4 ft. .anchors are allowed atihe sidewall locations. I understand 5 ft anchors are required at all centerline tie points where the torque test reading Is 275• or less and where the mobile home manufacturer may requires anchors with 4PW jbkqIding capacity. Installer's Initials ALL TEST MUST BE PER.F,0RMED BY ALENSEDIINSTALLER Installer NameC� Date Tested Electrical Ibnnect electrical conductors between multi -wide units, but not to the main power ource. This -Includes the bonding wire between mult-wide units. Pg. T Plumbina onnect all sewer drains to an existing sewer tap or septic tank. Pg. onnect all potable water su pl pl Ing ' an existing water meter, water tap, or other 1 Y* r s Pg. 4Y , , Of 0 PERMIT WORKSHEET page 2 of 2 I - Site Preparation. Debris and organic material removed NJQS Water drainage: Natural Swale ! Pad Other Floor. Type Fastener. JC ZI-ength: S7 Spacing; © C Walls: Type Fastener, Length: % Spacing C Roof: Type Fastener,,/ '-) Length: Spacing: ' For.used homes a min. 30 gauge; B" wide, galvanized metal strip will be centered over the peak of the -roof and fastened With gals. roofing nails at 2" on center on both sides of the centerline. Gasket (wmtherprooling r-gulmmenl) I understand a properly instailed gasket Is'a requirement of all new and used homes and that condensation, mold, meldew and buckled marriage walls are a result of a poorly installed or no gasket being installed. I understand a strip of tape will not serve as a gasket. � Installer's initials017JV� Type gasketInstalled; Pg. Between Floors Yes Between Walls Yes Bottom of ridgebeam Yes Weatherproofing The bottomboard will be repaired and/or taped. Yes . Pg. Siding on units is'installed to manufacturer's specifications. Yes Fireplace chimney Installed so as not to allow intrusion of rain water, Yes Skirting to be installed. Yes Nib_ Dryer vent installed outside of skirting. es �i WA Range downf low vent installed' outside of s ' ing. Yes WA Drain lines supported at 4 foot in als. Yes_ Electrical crossovers protected. Yes Other: Installer verifies all information given with this permit worksheet is accurate and true based on the manufacturer's in fletion i tructions Hd or Rule 15C-1 & 2 `` Installer Signature Datt_6l�Ci� `� Spec Sheet Ref No Bill To-44550 Customer I R004990 CENTRAL 1 MOBILE HOMES, INC. es Blvd. J-LL Ref Date 930 Hwy. 80 West 66 Neti -I_OL 12/09/2010 LaBelle, FL 33935 Jensen Beach, FL 34951 J141FL Series 1 (863) 675-8888 (772) 229-5742 _1_LL TNR Ship To JACOBSEN Year2011 Zone 3 Size 22' x 36738' HOMES Model Rec'd From Ramirez/Davis CP-2053 CONSTRUCTION Dormer: Plan: BUILD AS SHOWN [PER PRINT] Add Lineals: [PER PRINT] 12-Window 1-SGD 13 EA Stretch Plan: [24/B] [PER PRINT] 24 Add Shutters: Stretch Width: [A/12' To 10' ] Front Porch: Hitch: FRONT Rear Porch: Front Door: 6' Sliding Glass Door Thermal w/Mullions Side Porch: Rear Door: Cottage w/Dead Bolt CARPET/FLOOR Windows: Carpet: ENTERPRISE [STRAW FLOWER - 2001 4 Window Corner [PER PRINT] 1-LIV 1 EA Carpet Pad: Std Upgrade to 66" 4-LIV 4 EA Entry/Foyer: NO Side Overhangs Tile/Laminate: Insulation: 30-19-11 SPECIALS/DRYWALL Floor: STD OSB Fireplace: TRIM Bookcases: Trim: WHITE Top/Lip: Door Trim: Hardware: Colonial Doors: STD. T/O Fin Drywall: Drywall UNFINISHED T/O Lever Handles: STD. T/O Closets: Closet Liner Marble Sills: T/O "No Charge Complete Home T&T Beam: Drawer Guides: Corners: Interior Doors: Arches: Upgrade Int. Door to Pocket Door 30x80 [PER PRINT] 1-BATH1 1-BED2 2 Vault: Sidewall: Upgrade Int. Door to Pocket Door 24x80 [PER PRINT] 1-BATH1 1 ROOF DEPARTMENT Solar Tubes: Sun-Tek Skylight 1-BATH2 1 EA ELECTRICAL/PLUMBING Truss: Door Chime: Roof Pitch: W/P Recept: [PER PRINT] 2 EA KITCHEN Elect Panel: 150 AMP Fantasy Gourmet Collection - Range Pkg Fan Preps: [PER PRINT] 1-BED7 1-BED21-LIV 3 EA Floor: Floor Vinyl [LG091] - Wood Stereo: Panel: Drywall UNFINISHED Vacuum: Window PhonelTV ADD(no wiring)[PER PRINT] 2-BED1 1-KIT 1-LIV 13511110NORM 4 EA Sink: 8" Deep Stainless Double Faucet: Moen Camerist w/Protege Spray [7835] Opt. Conduit Appliance Stainless Water Heater: Elect 30 Gallon w/Pan A Refer: 25 CF Side by Side w/Ice & Water in Dr [EDSFHEXVS] Exterior Cold Water Drop [PER PRINT] 2 EA Range: Self Clean Ceramic Glass Cleantop 4018 [WFE371LVS] Exterior Light w/Switch [PER PRINT] )'. 1 EA Cooktop: Plumb: [DISPOSAL] [ICE MAKER] [DISHWASHER] Wall Oven: Commodes: BATH1-HANDICAP BATH2-HANDICAP Range Hood: EXTERIOR Micro: Space Maker Microwave[WMH1163XVS] Shingles: Dimensional White Dishwasher: 5 Cyc [DU1015XTXS] Lap: Olive Disposal: 1/2 HP [2000] Windows: Thermal w/Mullions iz Lights: 1-Curved Track Disclaimer Notice: If Wood Cabinets or Granite counter to a ordered, there may be variances in color as these are natural products. Ref No R004990 Page: 1 Cabinets: Oak Fronts & Doors w/Cabinet Over Refer Panel: Drywall UNFINISHED Top/Lip: [4836-38] Villa Roca / Mica Lip [4836-38] Villa Roca Window Std. 2" Blinds White Backsplash: Modak Gold [1417] Floor Change: Hardware: [K771AC] D.R. Fixture: Std Add Cabinets: 3 Door Pantry DEN Add Kit Island Panel: Drywall UNFINISHED Add Cabinets: Floor Change: BATH #1-HALL Window Std. 2" Blinds White Floor: Floor Vinyl [LG091] -Wood W/R Doors: Colonial Swing Panel: Drywall UNFINISHED SHIP LOOSE Sink: Std China Ship Loose Lap Siding (per sq) Olive 4 SQ Faucets: Std Dual Lever Chrome [64920] Ship Loose Inside Corner Post 1 EA Medicine Cab: N/A - (Do Not Install - None Standard) Ship Loose Outside Corner Post 3 EA Exhaust Fan: Std �. x , Mirrors: Std Commode: Handicap Light: Std Cabinets: White Top/Lip: [4836-38] Villa Roca / Mica Lip [4836-38] Villa Roca Backsplash: Modak Gold [1417] Hardware: [K806SN] Banjo Top over Commode BATH #2-MASTER Floor: Floor Vinyl [LG091] - Wood Panel: Drywall UNFINISHED Sink: Std China Faucets: Std Dual Lever Chrome [64920] Medicine Cab: N/A - (Do Not Install - None Standard) Exhaust Fan: Std Mirrors: Std Shower: 60" tub shower Fiberglas with shower rod no door Enclosure: No Shr Faucet: Commode: Handicap Light: Std Cabinets: White Top/Lip: [4836-38] Villa Roca ! Mica Lip [4836-38] Villa Roca Backsplash: Modak Gold [1417] Hardware: [K806SN] Banjo Topes Opt. Linen: 3 Door Linen Feature Tub: Acrylic Block: BED #1 Panel: Drywall UNFINISHED Floor Change: Window Std. 2" Blinds White W/R Doors: Colonial BiPass BONUS ROOM Floor: Floor Vinyl COLOR REQ'D Panel: Closet Liner Window Plumb & Wire: STD Laundry Sink: Over W!D Area: Std Shelf LIVING/DINING ROOM Disclaimer Notice: If Wood Cabinets or Granite counter tops are ordered, there may be variances in color as these are natural products. Ref No R004990 Page: 2 Accepted as Ordered Date . SIDEWALL ANCHORS 64" O.C. SEE SET-UP MANUAL 24° 701/2•MAX MAX. SPACING AND ADDENDUM FOR FULL Ma (TYPICAL INSTALLATION INSTRUCTIONS. SIDEWALL ANCHORS (EX EPT OFBFSSET AREAS)OTH 3• TYP. 48 O.C. OFFSET AREA 17-11 1/2° �� rn I L - -_- - I - - - - - c-D F BLOCKING SPECIFICATIONS 5'-6' - Z o 70 1/2' O.C. PIER SPACING USING I OFFSET ¢ w o w ' 17 3/16' X 25 3/16' OR GREATER 04 PIER PADS ON 1,000 PSF SOIL (24' MAX. SPACING FROM EACH END) Chi --� i o o m j� w¢ �N (SEE SU-01-0005 FOR PERIMETER ¢3 BLOCKING SPECIFICATIONS)WD I SIDEWALL ANCHORS 48 O.C. OFFSET AREA j U z N o� 7'-10 3 4' —I - 15-10 1 2' 8'-4 1/2' 94 1 4 SIDEWALL ANCHORS _ _ - COLUMN ANCHOR 1-3150 ANCHOR 48 O.C. OFFSET AREA SEE AD-1D-0250 OFFSET ow BLOCKING SPECIFICATIONS COLUMN PIER LOAD 2708E I (SEE SU-01-0030 FOR PIER I Z F o ow 59 1/2' O.C. PIER SPACING USING PAD SIZE AND PIER CAPACITY) ' 17 3/16' X 25 3/16' OR GREATER (LOCATE COLUMN PIER WITHIN o o< PIER PADS ON 1,000 PSF SOIL 6' EITHER SIDE OF COLUMN) a (24' MAX. SPACING FROM EACH END) 10 m (SEE SU-01-0005 FOR PERIMETER --- i - BLOCKING SPECIFICATIONS) I I I N 3' SIDEWALL ANCHORS 64" O.C. SIDEWALL ANCHORS � MAX. SPACING — 48 O.C. OFFSET AREA HITCH 24' 5912•.MAx MAX (TYPICAL BOTH SIDES) 36-0• (EXCEPT OFFSET AREAS) TNR-30.348 JACOBSEN HOMES CP-2053-348 FLOOD PRONE AREA NOTE MIKYO 3 CP-2053-348 Q OL30348A AS LONG AS THE FINISHED FLOOR IS SET ABOVE THE HIGHEST FLOOD PLANE, JACOBSEN HOMES © 12-16-10 (22'-T) THIS DESIGN WILL BE ACCEPTABLE IN A FLOOD PRONE AREA.. 600 PACKM COURT 0-21 SAFETY HARBOR, FLORIDA (34695) MUST HAVE THE APPROVAL OF THE LAHJ (LOCAL AUTHORITY HAVING JURISDICTION). FILE COPY 5 7 8• r-10• 9'-51 r 4 /4' 5'-0' 41/4 11'-6• 4 /4• r-0• 57 8' THERMAL PANE WINDOWS NO SIDE OVERHANG g 24'-03/4'II 35-17/9� **R-30 ROOF INSULATION** 37-03/4' 37'-61/8' **R-19 WALL INSULATION** r-83/4 1E-37/e' 1r-1t7/a' 1r-93/8•. 2s-1s/e' **R-11 FLOOR INSULATION** COLD WAIM DROP I . I(\ q� I RWJ. L�— 301rzs014•-- — — —13D1rX401r— ---- 301rz6014•---- 3oIrz6014•L DINING 18 3/4' P;I— PREP. NS L� ry w10XrE Wax 1 EI o 70 PAt121@Y 1 D/W 1 ��... IL BEDROOM #1 F1=4o H w 2 107 I W t g I� G11R14D'TM 'Y I I I p V W 46• C H23 i —� g O I _ 1111�� �' �' I I , T c •' I •c tm FBTW / 0 O j 06 . JL 29'-0' FAN PREP. I I o to i N I OFFSET lu STACK SI1T00S 12Y FM a j 1 �X 16 �+ / N PREP. I I A( T 6' 3. Ed. DR 11-Y10 L - -- �� 71 1/r X 76 3/4' --12 - lX& W. 0 /_ W.UCHT' j � I OFFSET 41 41/2 G9 I I ® 3 30 2 1V W. / 61 1/Y X 9T 3/4• 491/Y X &1 3/C I I 0FaN \ DEN � �- 60 1 4• SIDE~ 6> W I 48'\ FAN PREP. ""�J� N1- � I / 37 3_ j p LIVING ROOM 2i 14-301/Y��� )G 66 I/Y — _ — — — — — — — — — — r-101/4' 7/87 g 3258' NO SIDE OVERHANG a X6014'-- ---- 7 Iss ' L WAS HITCH 25-0 3/8' 35 61/8• h JACOBSEN HOMES V4 CP-2053-348 2 CP-2053-348 8-21 4' 10-1 1 z• s 7 9' O 12-16-10 (2r-0l 8000 BOTH WAU.S 108' HIGH 6'-81/2' �" STRT 4' WAIL'A' SEC. AT 15-9 3/4• 16'-3 3/4' 10'-9 3/4 (951/8 O A) 26'-4 3/8' 18'-10 3/8 -1 (14-2) 139 5) 38-5 I 34'-6' -"'i ( !e I 15 (44 5/8) TNR-30.348 71 1/r X 76 3/4' _ (941/4) 20 1 2 (31 112) 3r X 76' $ O r-11 1/2 9 3/4' 20'-01/4' 23-8 7/8' (, -11 5 8 � (11-1 51Y OA) 3P-10' 35-D' 0'-51/2' 6' WALL'B' SECTION 6-3 3/4• 1-6 1/4' 16' f IL . t fr HEAT LOSS CALCULATIONS Uom 0.095 MODEL: CP-2053-)= GR. WALL- 1024.000 k GR. CEIL: 816.000 SERIAL NO.: TNR-PD121601 WINDOWS: 144.175 SKYLITE: 0.545 SIZE 22'x38 / GLASS BLOCK: 0.000 AEC. LITE: 6.000 ZONE: 1 GLASS DRS: 38.000 INTERIOR DUCT:' 46.241 DATE: 20- ec-2010 DOORS: 10.0w : 0W PERIM: 130.nj MED CAB: 0.000 1 .0.000 ELEC PANEL:- 0.000 NET CEIL: 789.214 ROOF INSUL- 30 WH OR: 0.000 WALL INSUL• 19 JACUZZI ACCESS: 0.000 FLOOR: 810.000 FLOOR'INSUL:. 11 0.000 JOIST 2X: 0.000 1349 JOIST HT.: 7.00 NET WALL: WI.Ml AREA R-19 JOIST: 75.790 AREA WINDOWS: GLASS BLOCK: GLASS DOORS: DOORS: MED. CAB: EL. PANEL: WH. DR: JACUZZI ACCESS: NET WALL: SKYLITE: REC. LITE: INTERIOR DUCT: NET CEILING: NET FLOOR: R-19 PERIM. JOIST: EXTERIOR DUCT: U FACTOR ENVELOPE 2725.780 AU TOTAL AU: 1 259-536 INDOOR TEMP: INT. DUCT SR �• 1 TO DESIGN TEMP: 11 EXT. DUCT SF: 52• TRANS. HEAT LOSS: i5S12.es3 DUCT ADJUST: 2.017 INFIL. HEAT LOSS: 7670.000 INT. ADJ. U: 0.169 TOTAL HEAT LOSS: 22982.623 EXT. ADJ. U: 0.252 CERTIFIED TEMP: 6 RECOM. TEMP: 8 REC. FURNACE SIZE 24000 Uo 0•ops Jacobsen Homes Jail 2811 01:55p , Sandi IL i 863-357-4850 p.3 JACOBSEN SILEs Fax:12f-(75-rols vac zu 2olu ua:uttam Fuub IlL um", 1191 M. FftEPt m 4N 50*L ■ Mon wa MNWw"mo ' t'9ilE1ER N,O�AlE IE1alII® AT � O.t ttAft W tR W 1UB AT UML W ttAt £ WU AWS MW FM SPAS ',01 IU Off CR IM IN W" Uffl 9M of ttErIRm AREAS pm m You W=K P 05 SPALE? PP u ma am 5iIP �m If ;D InME ttf m GII/EN M AT MENAII. 99 YAAI M VUL CABlii5 om mmu 0R t1A1Gd10 UL (SNE EMlIf/tfi ttAY / USFA Ftlt iAllllPtf ■ 1� 1 5mia Bt RR 1 =4" M E9dE1Qt Rom Rmw om An REMM tr oK'an WL gxm NDU IFYF1r F�aoR SMEM FM PMEML 10 UM OR WAM 04 WK MAW PFK1/ tilM 1 I�gli$ alt01EN u06t MPM 40 OR WON r OF 90 of id' at* AM 1 MW PATE AiE IN IlodEaoa i o ri/1RIf! PM MW VAL-tit VAIN US RWRAMat3orm, WW lU RMO f; ? §• a¢•taa. A FM t0ID MR PUNS RIMW 1MISf BE HUM W K MW oitMW pAR" le 1RB PFialEBt tU�l. 61 ■EN PBilEt91 lI9CIEtC � t� ANN Yi1NG p1E 0t91 EDAM tl�t1FR TSlW �r � NArL N1F1iFDM1iE P!!6 RAC AT Wx w uC am t<4-1 tK SEE 5Pm It01E; L�E fxioi Nwma IM r% ME MAIMUI rtio MAOL-09 w wlpswrbiE 1�t &IR1EBtlI. AO �C'r wl qF� 1'° "E O,A, I °`O0 4.12--00 AW'HDML BLOWNG SHE•ARWALL TIE ,ff. ADDENDUM -DAWN/PIES REQUIREMENTS � K� - r^'...- n.r arao.a 1 7W PO WE"AUS W 1 m Pfm gifIIR1YW 5 r r (AIL 011ATtorrs} (ILL 11rJATi Q OC_C,M � 8E-0ows 1004 ) FT =14m t soE Na1F i SEi HotC 1 5oE NOTE i 3tENO1T.s 2 AtO �. � •� Sf� NQ1ES 2 At1tl }, Q ►a BtQb Plot Redo fo Nib m � 1"'oal Ms LoalwN MS WATM THS LOCm" FIGURE 8.0 FIGURE 8.1 THE DETAIL A13OVE IS SHOWN WITH A TWO PIER SHEARWALL CONFIGURATION, HOWEVER, THIS DETAIL APPLIES TO I&1 SHEARWALL CONFIGURATIONS, ALL ZONES, -AND ALL 'IF VALUES. 1NoTEs. ti+a 1. X-aa" NAM Vi m pm W-cm STRAP NA7 W L=ym w tmeR Gf TNL mu wow A60hR OMla7zrua AT eot ..Fr.,'!:y ru�i�c-A'"0*1ar [ro-Gwc �toTL�mj ar a�cuiw uar��it ira�c� + •�v� T C;,+FQ• �� J�,� 2. w/a A m AT Cb1 Elm tf m 9""L =a rpl T><C Maw_ XTAA.i� pat WaAa AT CAW 00 CC "%IS RECARMM CF �-aa•� sTww 910334 1 3. w0i 5F[Mia is LCUTW AE'ht A no trim ou Kaff a=,-m q no X-pow stws a rW Ate' RcwW-o ($" 3 "Ul C04=PA"M A t Ums gTATF- (?F NO Itl [teats} maw { ttmw JACOBSEN HOMES lox�K wtsc c � "'��R.R• arta'turoa W VAtaQ�Li of iYJA70r R ,� P.P. epx Jap NW_ a4Gi mvxmi NX SAFETY HARGM FUM10A ] 1506 p¢t.bf1 im warc r wcll 7 � wi4 K pQAwHG MAW: PHA (727) 7Ya-TIJ8 Is�f aolnot.$ up MAY IRdI emn ' PPROVED BY' t�•EB 10. 2000 INC. ERAL MANUFACTURED ROME C NSTRUCTIONAND SAFEWSTANOARDS Ti3r .02-01-00 5/W TIE/PIER REQ. B AD-TD-100 • R1 17 3/16" X 25' 3/16" PIER• FOOTER SPACINGS* ( MIN. '432 7 f 8 SQ. IN) MAXIMUM I -BEAM PIER SPACING FLOOR MAXIMUM PIER- SPACING (SOIL BEARING CAPACITY) WIDTH 1000 (PSF) 1500 (PSF) 2000 (PSF) 2500 (PSF) 3000 (PSF) 3500 (PSF) 120" WIDE FLOOR-- 70 1/2- 110 1/2" SEE NOTE y4 SEE NOTE #4 SEE NOTE #4 SEE NOTE y4 144- WE FLOOR-- 59 1/2- 93 1/2" SEE NOTE y4 SEE NOTE #4 SEE NOTE q4 SEE NOTE y4 150" WIDE FLOOR-- 54" 85" 116" SEE NOTE #4 SEE NOTE #4 SEE NOTE #4 184" WIDE FLOOR•• 47 1/2" 75" 102" SEE NOTE #4 SEE NOTE R4 SEE NOTE #4. MIN. PIER CXPACITY 3004 Les, 4507 LBS. 6009 LBS, 7511 LBS: 9013 LBS. 10,516 LBS. 24" X 24" PIER. FOOTER SPACINGS* (MIN. 576 SQ.IN) MAXIMUM I-B.EAM . PIER SPACING FLOOR MAXIMUM PIER SPACING (SOIL BEARING CAPACITY) WIDTH 1000 (PSF) 1500 (PSF) 2000 (PSF) 2500 (PSF) 3000 (PSF) .3500 (PSF) 120" WIDE FLOOR.. 95 1/2" SEE NOTE y4 SEE NOTE #4 SEE NOTE #4 SEE NOTE p4 SEE NOTE #4 144" WIDE FLOOR-* 81" SEE NOTE a4 SEE NOTE #4 SEE NOTE y4 SEE NOTE #4 SEE NOTE y4 160" WIDE FLOOR-- 74" 115" SEE NOTE y4 SEE NOTE #4 SEE NOTE #4 SEE NOTE y4 184" WIDE FLOOR•• 65" 101" SEE NOTE #4 SEE NOTE #4 SEE NOTE y4 SEE NOTE #4 MIN. PIER CAPACITY 4000 LBS 6000 LBS 8000 LBS. 10,00018S, 12,000 LBS. 14.000 LBS. NOTE: UNIT MOTHS WITH •• INCLUDES A 6" OVERHANG ON BOTH SIDES MAXIMUM. FOR TYPICAL PIERS SEE PAGE SU-01-0021 NOTES: 1. PRE -FABRICATED PIER PADS MAY BE USED AS AN ALTERNATE TO THE CONCRETE EN P OV ff,41 '!; .• Q' . '1�TY�-' DAPIA APPROVAL: FOOTINGS SPECIFIED IN THE JACOBSEN HOMES SET-UP MANUAL. : ¢ �a• 2. THE PRE -FABRICATED PIER PADS ARE TO BE INSTALLED PER THE 910334 = PPROVED BY MANUFACTURERS INSTALLATION INSTRUCTIONS AND MEET THE MINIMUM 4,.ew w PIER CAPACITIES SHOWN ABOVE. �.-w / `� 0 ��T 1 3. ALL OTHER REQUIREMENTS ARE TO BE ADHERED TO AS SPECIFIED IN THE JACOBSEN HOMES INSTALLATION INSTRUCTIONS ,.• ' , a 4y' Qom, • 1ti • OR �'-.. •. INC. 4. MAX. PIER SPACING 8' FOR UNITS WITH T I -BEAMS / TO• FOR UNITS WITH 107 12' I -BEAMS (24- MAX. FROM ENDS), As EDERALMANUFACTUREDHO E JACOBSEN HOMES NOTICE: TKsE sPECD1CATi0NS ANo DRAWDIGS ARE DRAWN'BY: D.M.T. 1E; 09-29-01 REV. LETTER: DRAWING TITLE:5c ' PRE-FAB. 17 X 25 & 24" PIER PAD SPACING P.O. BOX J68 ORWAL. PROPRIETARY, AND CMIOENTIAL MATERIALS OF ACOBSEN MANUFACTURING INC. SUCH MATERIALS ARE PROVIDED TO THE DRAWING NUMBER: SU-01 —0025 SAFETY HARBOR, FLORIDA 34695 PHONE (813) 726-1138 RECOENT FOR WECRC FWFOSES AND MUST. BE KEPT CONFIDENTIAL AND SECRET FROM 07NERS. . 18 ADDITIONAL. PERIMETER BLOCKING (THIS BLOCKING IS IN ADDITION TO BLOCKING REQUIRED IN THIS MANUAL) 71 ®' UNDER EACH SIDE OF ALL EXTERIOR DOORS LOCATED ON SIDEWALLS 2 OR MORE 46 1/2'.WHNDOWS PIERS REQUIRED AT EACH END TYP. FIREPLACES ON SIDEWALL OR MARRIAGE WALL EACH END OF RECESSED AREAS HOST BEAN NOT PERIMETER BLOCKING REQUIRED AT 48' O.C. MAX RECESSED AREAS W/SIDE BAY -REQUIRE PIERS SPACED 64' O.C. MAX THIS ALSO APPLIES TO ALL ENDWALL BAY WINDOWS UNLESS SUPPORTED BY A FRAME MEMBER 54' OR 60' TUB AT SIDEWALL OR MARRIAGE WALL GARDEN -TUB AT SIDEWALL OR MARRIAGE WALL . 64' O.C. MAX Now ------- REFER ----- MT I CABINETS ALONG SIDEWALL OR MARRIAGE WALL I (APPLIES TO BATH CABINETS 80' OR GREATER IN LENGTH) (SAME BLOCKING MAY BE USED FOR MULTIPLE 46 1/2' WINDOWS) . i . SPECIAL BLOCKING NOTE -FOR 15'-4" (184") WIDE FLOOR SECTIONS • PERIMETER BLOCKING IS REQUIRED (MARRIAGE AND SIDEWALLS) 6.4' ON CENTER MAX SPACING . NOTE: LEVEL FLOOR SYSTEM FIRST (SIDEWALL TO SIDEWALL OR MARRIAGE WALL) BEFORE INSTALLING PERIMETER BLOCKS NOTES: 1.' ADDITIONAL BLOCKING REQUIRED AS INDICATED ABOVE (USE 16' X 16' PIER PADS), 2 LOCATE BLOCKING UNDER PERIMETER JOIST OR WITHIN 8' OF END OF 16' O.C. JOISTS 3. COLUMN PIERS ARE IN ADDITION TO REQUIRED PIERS UNDER FULL —HEIGHT MATING WALLS. 4. PERIMETER BLOCKING IS REQUIRED UNDER TILE FLOORS (MARRIAGE do SIDEWALLS) 64' O.C. MAX.. 5. PIERS USED FOR PERIMETER SUPPORT MUST BE INSTALLED WITH THE LONG DIMENSION PARALLEL TO THE PERIMETER RAIL 6, WHEN PERIMETER BLOCKING IS REQUIRED ANY MATING UNE OPEN SPAN GREATER THAN 16, MUST HAVE INTERMEDIATE PIERS PLACED AT MAX. 10' O.C. EXCEPT 15'-4' WIDE, SEE SPECIAL NOTE. NOTICE: DRAWN BY: DA1E REV. LETTER: ❑ O.A. 4-12-00 JACOBSEN HOMES THESE SPECIFICATIONS AND DRAWINGS ARE c MMATER S OF �R COM MMUFA IURnN oRAWINc TITLE ADDITIONAL BLOCKING P.O. BOX 368 INC. SUCH MATERIALS ARE PROVIDED TO THE' lug SAFETY HARBOR, FLORIDA 34695 RECIPIENT FOR SPEDFIC PURPOM AND MUST BE DRAWING NUMBER: 09-30—OS) PHONE (813) 726-1138 ICEPT CONFIDENTIAL AHD MET FROM DINER& SU-01-0005 6 ADDENDUM COLUMN TIE -DOWN APPLICATION COLUMN 'A' COLUUN 'B' SEE TABLE FOR MAXIINM SPAN FOR COLUMNS 'A' OR 'B' COLUMN 'C' COLUMN 'D' F' SEE TABLE FOR MAXIMUM SPAN FOR COLUMNS 'C OR V _ SEE TABLE FOR SPAN COL i SEE TABLE FOR MAIL SPAN FOR COL 'C 'F' 'G' /COLUMN 'E' COLUMN COLUMN SEE TABLE FOR MAXIMUM SPAN FOR COLUMN 'F MAXIMUM AUDWABI..E SPAN TYPE OF ANCHORING REO'0 (SEE AD-10-0251. COLUMNS W. C. 'D' OR 'E' COLUMNS 'B' OR 'G' COLUMN T• AD-TD-0252 AND AD-TD-0253) ZONE 2 ZONE 3 LONE 2 ZONE 3 ZONE 2 ZONE 3 SEE H07E 1 EXP. 'C EXP. V. EXP. 'C' DP. '0' EXP. 'C EXP. V Ep. 'C EXP. 'D' EmsC' . ' UP. 'D' EXP. 'C' EXP. 'D' 2 - 315DI MOORS 43'-0' 29'-6' 3Y-9' 23-7' 43'-0' 29'-C 33'-9• • 23'-7' .43'-O' 29'-6' 33'-91 23'-7' 1 - 31501 ANOIOR 21'-6' 14'-9' W-10' 11'-f0' 21'-6' 11-9. 16-10 11'-10• 21'-r 14'-9' 16'-10' 1 - 40D0/ ANCHOR 27 -3' 18'-9' 21'-5' 15'-0' 21-3' I6'-9' 21'-5' 15-0 21-3' 19-T 21'-5' 15-0' NOTES' MOHEER. APPROVAL DAPIA APPROVAL; APPROVED ByAlIIr 1. SEE AD—TD-0251. AD-TD-0252 AND AD-70-0253 5 FOR SPECIFIC INFO. ON ANCHORS. JUN 1 2. SEE AD-TD-0001 FOR ADDITIONAL NOTES ON ANCHOR INSTALLATION. 4�� NIP INC Joha C. Doeden, P,E; : � ��.���,�� 15133 C. R; 22 Goshen, IN 46526 1407Ica DRAWN BY: DAZE: C.L.Y. 5-31-95 F ��' JACOBSEN HOMES MSE SPEMMT=5 AM DRAW= ARE CRIGRAL, PROPRCT►RT. AND O WWTIAL DRAWING TITLE: A MATERIALS OF iACOM MAIIXACM0 COL TIE -DOWN APPL. . P.O. BOX 368 SAFETY HARBOR. FLORIDA 34695 W RM YATMALS-IRE. PROWO TO THE REOPENt FOR PECTIC PIAPOSa A0 MAT LIE Wo SECRET 111018 OT11Ra DRAWING NUMBER: Afl-1�-Q250 PHONE (013) 726-1138 MWIIRdL 67 PIER FOOTER SIZING CHART FOR MARRIAGE WALL OPENINGS QQ (FOR SIDEWALL OPENINGS SEE NOTE Q3 ) LOAD SPANS 4D SOIL BEARING 8'=12' 12'-16' 16'-20' 20'-24' 24'-28' 28'-32' CAPACITY PSF w A 1000 390 sq. in. 494 sq. in. 597 sq. in. 701 sq. in. 805 sq. in. 908 sq. in. 1500 260 sq. in. 329 sq. in. 398 sq. in. 467 sq. in. 536 sq. in. 606 sq. in. 2000 195 sq. in. 247 sq. in. 299 sq. in. 351 sq. in. 402 sq. in. 454 sq. in. 2500 156 sq. in. 197 sq: in. 239 sq. in. 280 sq. in. 322 sq. in. 363 sq. in. Lcltl MIN. PIER CAP. 2708lbs. 34281bs. 41481bs. 48681bs. 55881bs. 63081bs. LOAD SPANS SOIL BEARING 8'-12' 12'16' 16'-20' 20'-24' 24'-28' 28'-32' w A CAPACITY PSF .1000 409 sq. in. 519 sq..in:• 628 sq. in. 737 sq. in. 847 sq. in. 956 sq. in. 1500 273 sq. in. 346 sq, in. 419 sq. in. 492 sq. in. 565 sq. in. 638 sq. In. - 2000 205 sq. in. 259 sq. in. 314 sq. in. 369 sq. in. 423 sq. in. 478 sq. in 2500 164 sq. in. 207 sq. in. 251 sq. in. 295 sq. in. 339 sq. in. 383 sq. in MIN. PIER. CAP. 2841 lbs. 3601 lbs. 4361 lbs. 5121 lbs. 5881 lbs. 6641 lbs. LOAD SPANS SOIL BEARING 8'-12' 12'-16' 16'-20' 20'-24' 24'-28' 28'-32' a CAPACITY PSF 1000 428 sq. in. 544 sq. in. 659 sq. in. 774 sq. In. 889 sq. in. 1004 sq. in. _ 1500 286 sq. in. 362 sq. in 439 sq. in. 516 sq. in. 593 sq. in: 670 sq. in. Co 2000 214 sq. in. 272 sq. in. •329 sq. in. 387 sq. in. 445 sq. in. 502 sq. in. m 2500 171 sq. in. 217 sq, in. 264 sqjin. 310 sq. in. 356 sq. in. 402 sq. in. MiN. PIER CAP. 2975Ibs 3775Ibs 45755375lbsT6175lbs 6975Ibs LOAD SPANS SOIL BEARING 8'-12' 12'-16' 16'-20' 20'-24' 24'-28' 28'-32' � CAPACITY PSF 1600 486 sq. in. 618 sq. in. 751 sq. in. 883 sq. in. 1016 sq. in. 1148 sq. in. 1500 324 sq. in. 412 sq. in. 501 sq. in. 589 sq. in. 677 sq. in. 766 sq. in. Co 2000 243 sq. in. 309 sq. in. 375 sq. in. 442 sq. in. 508 sq. in. 574 sq: in. 2500 194 sq. in. 247 sq. in. 300 sq. in. 353 sq. in. 406 sq. in.. 459 sq. in. O c MIN. PIER CAP. 3375 lbs 4295.lbs 5215 lbs 6135 lbs 7055 lbs 7975 Ibs NOTES: SEE QETAU 'B� PACE SU-OI-OD01 FOR BLOCKING AND ANCHORING OF MARRIAGE WALL OPENINGS WIDER THAN 49 INCHES. zQSEE NOTES: 0. (1) • AND ® UNDER TABLE I, PACE SU-01-0040. FOR ALL UNIT BEDTH3. USE 177 sq/'n PIER FOOTER UNDER SIDEWALL OPENINGS. THAT WIRE 49 INC TO 96 INCHES MADE. FOR OPENINGS THAT ARE 96 INCHES TO 144 INCHES, USE 242 aq/in PIER F00TER UNDER SIDEWALL OPENINGS. , (MIN. 1000 PSF SOB BEARING REO'D) ® FOR PROPER LOAD SPANS SEE SU-03-0001. (,LOAD SPANS' ARE CLFARSPANS; PIER SPECIFICATIONS ABOVE ASSUME CLEARSPAN OCCURS ON ONE SIDE OF PIER ONLY IF CJ:ARSPAN OCCURS ON BOTH SIDES, ADD VALUES LISTED ABOVE FOR EACH CLEARSPAN) Q CHECK PATH LOCAL JURISOICTION TO DETERMINE THE SOIL VALUE ON YOUR SITE OR HAVE A SOIL BEARING TEST PERFORMED ON YOUR SOIL TO DETERMINE THE VALUE. ' iCIgjtlaPI�OVAIST11 I,j 44i� 910334 -o.'•_ STATE OP NOTICANDE: ■ JACOBSEN HOMES THESE SPECRCATIONS DRAWING ORIGINAL, PROPRIETARY. AND CONFIDENTIAL „ P.O. BOX 368 ' MATERIALS Of JACOBSEN MANUFACTURING , INC. SUCH MATERIALS ARE PROVIDED. TO THE SAFETY HARBOR, FLORIDA 34695 RECMt FOR WE= PuraosEs me wat BE PHONE (727) 726-1138 IVT CO MEATIAL MID SECRET FROM OlM B.E.M. MNDZONE' III (110 MPH) ALL EXPOSURI 20 PSF ROOF 10 PSF D.L. DAPIA APPROVAL• APPROVED BY "oo • INC. FEDERALMANUFACTURED HOME CONSTRUCTIONAND SAFETY STANOAROS MAR 0 1 1999 DATE: 2-6-99 REV. LETTEI )OTER SIZING CHART n kRR. WALL OPENINGS n SU-01-0030 21 JUI201010:21a a Sandi 863 357-4850 p.112 VALJ6 !���.� ...,_.._ y Irk STA,I, ;ATx4N �L�'TAILS .'b C :trGfi:1 atzantion to a fear basic details will insure t your vwy13keting vvifl Provide a exicrIor WiLb a nu"niraum of ma"rManoe,. Ynyl ing is "y installed overires � �'� cmlY st cesaiole paintin z dlluwirlg these basic instalIatioat tecltnir} will assure liter our ikirting will con ` 'bate Loathe beauty of year domecial s es"ca, , at " { _ T OLS' OU WILL 1EM ffumner - Screwd ver - Snips • 101,uMb Bob or Level , Tape Measure Pawetr Saw with Fite - th Blade - Notichmg TOW - Chalk Lie -Utility Knife 1. Use either n powOr saw wish a Citic t=owh blade rnounteV with FV'Ocrsc rotation, uraviation snips to ct:tskifling damponcum, Litamrtei Figure 1 Fegttre2 ,•art- -r -tow Figure 3 Figuro4 Zb allow tur normal espmMion and atraction, fasicar thaTopmim BacG: the center of the josMing slots. Stan positively to the swfaoe of the it rrt every slotted hole, leaving aJ wren lutgths. Do not butt tite is. Overlap Tbp True Front ap- ximatcly 1- at joints. Allow '/_" axs N*" pieof cite Bottom Chan -- when installing. a 3.' Do ntotdrive the s nail, too pghtlp. The screwtype iu ils provided offer excelletrtholding powier, bat ifdAven too tightly, the vinyl emit; under nor- . mat expansion,and traction, be- come distorted. TMU s'peciaf nails should be driven in the middle of cite nailing siotiustshortoftouchin- the Top Trim Back. Nail to achieve 3/. - PCOeMElion into a solid wood sub- stance, Na to s7iaw pact to expand and coetraet during the normal •cbangc is ambient tempexmure_ DQ NOTNATLTIGRT.Allovt V.-gap between nail head and part. Stxettr bail panel (aMund !:: Spike - Step 1... _ Laying the Bottom Channel A level ar plumb fine should be used to establish the location of the Bottom C.haturel. The taller backside of the Bottom Channel should b- located directly bcn=h the outside bottom edge of the home. where: rtre.. Top Trim Back will be attached (figurel)- To pteveru grass frtam growing around the base of the skirting and provide a non -shifting base for the ground spikes; g asphott roof start[ x shnnid he installed around the home. The Mot starter also reduces the possibility of the vinyl skirting panels from being damaged from the use of a powered string nftn aer. " Weed- &aier" type trim units will damage the skirting and is not covered by the warranty. Attach dte Bottonn Chau ncl directly to thegmund through the prepunclhed hot= (figure 2)- Spikes enquired every 24 inches ... e=m holes provided £oreGaWnience-Anotherspike or adrift punch may be used to drive spikes in completely To allow for expansion, (cave a '12 gap between each cc:- lion of the -Bottom Channel. To form clean, 4inactive corec ners, the B mom Chaarnef can be notched Willi snips (figure 3) and they bent to the desired angle. (Auat:bed to the ground as shown in figure 4). NOTB: Ire high wind areas; where ground below the unit is cpong_v: or "vhcre Sr`Qu4d i$ ttahb: fruln rtuent Cut:avelion and has not yet senled, it is advisable to fasten Bottom Channc4 to Umed wooden stakes. For insta" Lion on crincreL-, we V masonry trail instead of ground spine. "Liquid can also be used. in a rp7�7 Jai 201010:22a Sandi 863-357-4850 p.13 Proper instaliaGM of Bladder Haste 3Mrlig regifte Back ha nailed loos* so the panel Wiii slide f vdy in Trill can be accasnpfished_by dttaviutg "honer had from theface of faof the pastel. ; The nail must penetrate a solid natlaW Wrface by3 num nails auppftd VMh pmdud am I I in koigth. 13o not place outdoor caches treat an vlW skl heat taitll d Istoftgh:peods_ Any heatsuaw nwsli� lha panels or damage may oww. . Step 2... MoTmdng Top I)jm Bad: First determine whctt:-&M Top Tim Back will mount on the lower the home. The bottom edge of the Top TWyn Back can extend bel button edge of the dome if there is a solid support for nailing and bearing for the Top Trim Front against the side of the home. It is jW mad-, a line around the bottom of the borne with a ch.& line or othert to assure s straight line where the Tbp Trim Bade is to be installed. The Tap Trim Back is installed by driving the screw nails in the t of every slot (figure 4 DO NOTNAIL TIGHTLY! (See nailing it tioos otl front page.) Do not cut Top Trite at the Corners- Genth over a sharp edge of a.ctuming table or a similar surface to form a (figure a). i If th*iustallation is made in extremely cold weather, the vinyl sho wartmod to room Eemperature before banding- Warming will avoid t iu Ehood of&maing. Step 3... CutdDg TOP Term Back The Zbp Thar Back is constructed with two parallel ridges at irate below the sailing slots (Fgorn 7). These ridges may be used to measvi &ft ace from the ground to the lower -ridge.. In cold weather, measu the top ridge. If the ground is level, several Panels may be ern at one usrng i hand Power saw. Remember, if a power saw is to be used, mo ftno-toothcd blade in mverso position (figure S). LOCJbNG THE PANELS A snap lock tool is aged to punch locking tabs on the outside: boy edge of each pal (f[gpre 9)- When dw panel is installed, it becomes toe io the Botwnt Channel. This featare assures tetetltion of the panel in Bottom chmnd. N012_ When installing in a high wind area, punch locking tabs at lop of depend ftw added locidng sueagth. Self -aligning panels easily soap and slide into place (figure 10). Be c lain 'bat rash pastel positively interlocks with the panel adjoining it. tAb, 3a pmel Wlht. a fnUl" ing support system should be considered.) MULLING PANELS PAnet can be fststalled by setting into the Bouortr Channel and [can: Win= the- Trip Win gam, Lock the next panel as shown by figure Amels should not be cut but bent around cornersas shown in figure t 1 M M NG PANELS AROUND SERVICE ""MCFTOPiS Cutting and fitting to virtually any shape or radius is easily done; w Vinyl Skirtin& Usitlgaviation snips, cut the panel to fit around the tonne don. Cut the panel mom tic side - not from the top or bottom. &.ep sr pointsopen as ifeelting C'OM to avoid cracking panels. Step • 4... The Tap Trim the Top Finat lock into the "ems �Y by sDapping the top edge of its sprin Top Zlri�te Back Be SUM to push the Top Trim Front all z} way into Top Trite Bade unM it `^S�raps" into PI ace. leach of the 15 pieces of the Tbp Trim L=ront are notched 2' an one en (figure l2) to permit overlapping- Overlap ends of adjoining trim frog Herapprozb"0s_ ely i :1bur of the pieces are factorY-notched' for forming Cor MTTING ADDITIONAL CORNMS IT inside wra= am needed, trim strips car, be easily cut with 8v]a0,Dr snipes to'r*bu tttuac6ve corner joints by cutting a 45r miLm on adjurers; ends and butting. If esua outside corners a m �u red (for porches or add_ an rooms), notch die'rim strips eras shown (figure 13). bend around the eorieer and snap into place. Al1aw at. loasC 3' ortrim strip on each si•Jej of the corns BASYACC;ESS Atc = tart be gained at virtually any point by simply lifting the Top Trite area ' and sliding ooc the dessired number of panels. Aceee-ssibillzy a the arcs under• the unit is available whenever desired. JuP-01010:10a - Sanoi 863-357- 850 p.3 Project Snum y; ArcWh ManufacUuing, lnc. to cnndtz lanft, self sapportlng fiber design lead mgtd emorets nerd standards: BOCA 19" - Beeildiug UBC- I997 f ICBO - he SBC- I997 / SEP= - & Irrbetuatiottat Residential Intamuational Residential 'Resldendal Cade of New Florida Building Code, North Qw1 as Residwx Test Speelme+n (Step As>ren treated lumber freaewodt: am 38" wide and had w overall 1 w►em aach 11-112" deep. 'Me radios mcmmvd Im than 9 Mwtwa). The weamem 02-04-2M9 04:21 CENTRAL MH Architectural Testing Rendmd ft CMT MANUPACMMNG, INC 6m Hagerty Thrive: F.O. Box 00 l±rm o*, Ohio 43420 Report No.: 01-3791104 Test Date: 09101/00 Report DOW 11/07M :mural Testitt& Inc (AT7) ww corl mted by style Cleat ettuomral pectbtmance tests on a five riser, four lived and bulls its lass Dma-tip IL step aa& The sywIm was evaluated for tee aneasiottal nspiremeft only of the fallowing lmild'tag codes and and Co* .ldmfr istrat+vrs (Refmnoo ASCB 7-95) vat Co4retwe of ShWhw OfflA s &&&g tide Confff m Inta "Donal 2000 D&, 2003 b* Staaa, 2002 I (Rofbed 2003) Carla, 2©02 P) DewzlPftz The step unit was fabricated wish a pn+easura layer of tf beargiass over the eath+e strlrc6 =. Mw seep unit was Ot of 33". The five risers wet+® each r high. The four treads 1dit was 38-112" deep to the nosing. The leading edge. toad '" (am attached phow for vial cleffiicadon of Step p vvt&d all eomponamts and f tmem eeaapri mg ilia tut 30 Derw Court ! PA 17402-9405 .". 717.7S4 7M i q 717.76&4129 tiv.art�►tQstcors+ M 7726631781 PR6M-lr-1 0:10a Saradi 863-3674850 p.2 Fiberglass Stop Anct Guideline$ �r�n�r�e��i-n�taiElatian !wt d CO-Mpongos (Parche"d Lod+ i n 2ca b ze9h teach 2mdr1M° 401 leers 2CA cone installation 1?oluo-hdttitt wgh step nut desired position through low, freroe member. 2) lnstall L,-brackets using W x Hoits, washem, and nub. 3) Mans loortton ofhole in L-br concrete. 4) Move the step away from the holes in c©ncrft at the desire Tap in W, emerao anchors. 5) Replace step so that the tops anchors prOude through the Secure with the mats and wall }2-09-2M 04:20 CENTRAL NSF bracketat wooden D x 2 S/P ,teat on dw suss DrHI locidons. 'the co ncroft �:g Ground Installs""" ._ L mfdf��- . (2) 494154 Anchor Assemblies Each ammbly imlades: (1) 15 inch Anchm - (1),Vrx I W lag SMW (0 7.q r X I v4r Washer Ground Installation Guidelines 1) Set step in desaeci position and mark the aa4wplacements on the ground. Remove 2) Screw fire anchors in the ground so treat the eye of the anchor will be in the position as shOWIL 3) RVh= step aid mark IM place where tine bole in the eye of the mwhax meets the side OHM step at the height afthe lower ftme member. 4) Fasten screw into lower frame member thouSh eye of the andeor and wmsher. WARMNG-. Failure to anchor the step c m result in injury. Place the stop agpin house. Make sure the surfim on which, rases is IMI. r=, EN A Fr mdnt, Ohio 43420 PAGEI ,ivnchors,.L. 0 Q Concrete on i udinal System Wet Set Longitudinal System I &I I Inc U� includes: nc a 2 - 0120346 Dry Set Flanges and Hardware 2 - 0120347 Wet Set Flanges and Hardware q 2 - 0120350 Beam Clips With Hardware 2 - 0120350 Beam Clips With Hardware 2 - 1.5" Square Bracing Tubes 2 - 1.5" Square Bracing Tubes 0120385 39" Dry Set Longitudinal System 0120388 39"Wet Set Longitudinal System C! 0120386 4,V'Dry Set Longitudinal System 0120389- 44LIU !'Wet Set Longrwdinal System 1i 0120387 53" Dry Set Longitudinal System 0120390 630 Wet Set Longitudinal System <C 60" Lateral Dry Set System 60" Lateral Wet Set System includes: - includes: I - 0120346 Dry-Set,Flange and Hardware 1 - 0120347 Wet Set Flange and Hardware 1 - 0120349 600 Lateral Tube and Hardware I - 0120349 60" Lateral Tube and Hardware 0120395 Lateral Dry Set System Ass). 2 J_ 0120396 Lateral Wet Set System Assy. 0120340 Lateral Dry Set System Assy. (for Missouri) Guide to Components for longitudinal a Lateral stabinang Systems asseinblle!; on ihonc-3 iwo paf 'vou L N 4EI.s. , ioi OT i sepv.raioly, bUi thO F011011-1hig JIL1111bell. z-1110 t_1csC1-iJ:)tio1 in o, .1c"i ihon IS, —Cr ,-re piovidiad for your 0120350 0120320 Replacement Hardware Pack LLJ Beam Clip (bottom of beam) Hardware Pack Contains: with Bolts & Nuts (2) 2" x 7-314' Lateral Clamps (top or beam) (2)112- K 1,112- Bol ............. (2) 1-518" x 2" Tube Clamps (2)1121 : x I-=,, co 29' Galvanized Steel Pier Pad (4) 11Z' x 2.112" Bolts Nuts Ing (8) 114' x 3W S a Mina 0120358 w/16- DrW Pins (2) Instruction Sheets Screws 0120368 1&'Pins (L .0120346 304 Mark MMCAF Dry Set: 0120347 3536 Mark MMCFW Wet Set: 7-- ,- 1 -Concrete Anchor Flange: MMCAF MM*CFW I Ir I - Concrete Anchor Flange. 1-1JZ'x1-1/2"Carfiage8olIandNut 06 I - 112"x 1-1/2" Carriage Boll and Nut 2 - 5X'x 3' Shield Anchors 0) in 0120352 39L. square Bracing Tube C) 0120353 44!' L. Square. Bracing Tube 0120349 6(r Adjustable Lateral Tube 0120354 53" L. Square Bracing Tube With Hardware (3530) 0120359 w, x 1.5" Square Bracing Tube (Optional) Z-d 99LZL9SS99 pJ01suejam -1 eU9E) eVZ:60 06 ZZ oeCj Dec 22 10 09:22a , Gene L Warensford 8633572765 p.2 1 APPROVED PRODUCTS FOR THE INSTALLATION OF MANUFACTURED HOMES HOME PRIDE, INC. P.O. Sox 160387 Nashville, Tennessee 37216-0387 MODEL # IDENTIFICATION DESCRIPTION Soil Class Working Load Ultimate Lead ` HP-4 Galvanized Auger 5/8" x 48" steel rod, double bolt 4a 3,150 4,725 Anchor head, single 6" disc — 0.175" thickness, 7 gauge HP-5 Galvanized Auger 3/4" x 48" steel rod, double bolt 4a 3,150 4,725 Anchor head, single 6" disc — 0.167", 7 gauge HP-8 Galvanized Auger 3/" x 60" steel rod, double bolt 4b 4,000 6,000 Anchor head, single 8"disc — 0.169", 1 7 gauge 59285 Galvanized Stabilizer 17'/z" wide, 7" side depth, 4b 3,150 4,725 Plate 13 %- center depth, .105" thickness and 90° top bend (Revised 04110) 3 j3�T APPROVED PRODUCTS FOR THE INSTALLATION OF MANUFACTURED HOMES HOME PRIDE, INC., continued... P.O. Box 160397 Nashville, Tennessee 37216-0387 MODEL # IDENTIFICATION DESCRIPTION Soil Class Working Load Ukimate Load Home Pride Strapping 1 '/a' x 0,0375" galvanized flat N/A 3,150 4,725 strapping, ASTM D3953-91 HP Galvanized Split Bolt 5/8" x 3" x 5/8" square shoulder N/A 3,150 4,725 w/hex head standard thread, shaft saw cut Home Pride Crimping Seal 17116" x 21/a" zinc plated N/A 3,150 4,725 59002 TD Swivel Strap 2.600" x 4.875" x 10 gauge with N/A 3,150 4,725 Connector 1 V4" x .035" galvanized steel strap 59003 TD Beam Connector for 2.5" x 7.300" x 10 gauge used N/A 3,150 4,725 3" I-beam with 59002 and grade 5 bolt and nut 59009 Longitudinal Beam 1 1/2" x 6 Y2 x %a used as a pair N/A 3,150 4,725 Connector with 59002 �5901 Longitudinal Beam 6" x 6 %" x 7 gauge frame clamp N/A 3,150 4,725 Clamp with 8 -- grade 5 bolts and nuts HP62 Adjustable Perimeter Door & Window Support N/A NIA NIAtal Support Mn 16 X 16 BP12LS Tension Head W/Lag Concrete Anchor N/A N/A. NIAMM Bolt BP13 Patio L Anchor Bolt Concrete Anchor N/A N/A N/ _ 1. U C> (Revised 04/10) 4 L'd 99LZL9EE98 Piolsuejum -1 eueE� eZZ:60 06 ZZ 080 4 APPROVED PRODUCTS FOR THE INSTALLATION OF MANUFACTURED HOMES HOME PRIDE, INC., continued... P.O. Box 160387 Nashville, Tennessee 37216-0387 MODEL # IDENTIFICATION DESCRIPTION Soil Class Worldng Load Ultimate Load Home Pride Strapping 1 '/a" x 0.0375" galvanized flat NIA 3,150 4,725 strapping, ASTM D3953-91 HP Galvanized Split Bolt 5/8" x 3" x 518" square shoulder N/A 3,150 4,725 w/hex head standard thread, shaft saw cut Home Pride Crimping Seal 17/16" x 2 %" zinc plated N/A 3,150 4,725 59002 TD Swivel Strap 2.600" x 4.875" x 10 gauge with NIA 3,150 4,725 Connector 1 V4" x .035" galvanized steel strap 59003 TD Beam Connector for 2.5" x 7.300" x 10 gauge used N/A 3,150 4,725 3" I-beam with 59002 and grade 5 bolt and nut 59009 Longitudinal Beam 1 `/2 x 6'/s" x %" used as a pair N/A 3,150 4,725 Connector with 59002 59011 Longitudinal Beam 6" x 6 %" x 7 gauge frame clamp NIA 3,150 4,725 Clamp with 8 — grade 5 bolts and nuts UP62 Adjustable Perimeter Door & Window Support NIA N/A VAT Support Min 16 X 16 I P12LS Tension Head W/Lag Concrete Anchor NIA N/A N/ . Bolt BP13 Patio L Anchor Bolt Concrete Anchor N/A N/A N/ Mt (Revised 04110) 4 9-d 99LUSM8 pio}sueaem I aueE) 13bZ:60 % ZZ oaa r � "- MODEL # M12H 5/8" M1213-31T" M607 M1T2 M1J2 M1CS2 M1AR2 M1S2 59295 APPROVED PRODUCTS FOR THE INSTALLATION OF MANUFACTURED HOMES TIE DOWN ENGINEERING 5901 Wheaton Drive Atlanta, Georgia 30336 Sail Working I Ultimate DENTIFICATION DESCRIPTION , Class Load Galvanized Auger 5/8" x 48" rod, double head 4a 3,150 Anchor with a single 6" disc s • double head with %+ x 4$" rod, 4a 3,150 Ga]ValllZ,e{i Ault a single 6" disc ,Anchor 3/+" x 60" rod, double head with 4b 4,000 Galvanized Auger a single 7" disc Anchor '14 x 10" threaded rod w/flat Concrete 3,150 Galvanized Patio Slab washer and nut, double bolt Anchor head Galvanized Patio Slab 5187 x 10" rod concrete anchor with a double bolt head Concrete 3,150 Anchor expansion bolt Concrete 3,150 Galvanized Patio y2" x 3" steel wp'Redl�ead Sleeve Anchor' Anchor Bolt double head Double head tension device NIA 3,150 Galvanized Double hole in the bottom of the Head Device (only) tiv/bolt yoke Double head tension device NIA 3,150 Galvanized Double �� Swivel adapter Head Swivel Adapter 4b y 4,000 "width) Galvanized stee117 �' late — stee StabiLitiec p l x T' (side) x 13'/d" x 8 gauge (thick .105" 90" degree top bend) g' x 24" x 1.315" at top 59293 Stabilizer Plate' - Mastic (Revised 04/10) Q'd QQJ7JQMQQ 4,725 4,725 6,000 4,725 4,725 4,725 4,725 4,725 6,000 1 9)104SU9JBAA "1 eU9n BQ7.:rn M 77. Qen Jul 20 10 10:21 a Sandi 863-357-4850 p.12 �% - • � SIORTINCir _ B Car�h:! attention to a few basic details will insure ezt046f witb a riaini_mum of mainrenance. Yiayl paihting; Fdltuwing these basic installation tacltniq T .. ffuwner - Screwd Power Saw. with Hie - 7 1. Use either a power saw with a , t'ii►c (owh blade mounted whit rt:vrrNc ratatian, oraviation snips to cwskitting eamponents. i Balton Channel Figure 1 Figtae2 i� Figure 3 Ftgttte4 1AU 7:MON DETAU S U LE: . 6 -G your vinyl skmag wiQ pMvidc is i -dug is easily installed0 ever 'I �y requires no special Will assure brat our skirling wr71 coftute to the beauty of your )LS YUU WILT 1�EED....:..�. ,T - Snips • Pitsmb Bob or Loval • Tape Mt;asgre h Made • Notching TOW - Cbaik Mae - Unity Knife rr�1�4• �,I :. � 'Lb allow fb"O mal expansion and ntraction. fasten thaTopTritn BacL the center of the nailing sluts. start positively to the swfa6e of the t at every slotted hole, leaving t/.' wean lcagrhs, Do not butt #lee Is- Overlap Top Trio, Front ap- ximately I -al joints. Allow ,/_- veto pieces of the Bonom Chan_ when installing: detely accessible and nater nfti& tale's .C3 t90o�t 3 Do not drive the ' .. nai?;; too 09hti3: The screwtype fi�Hs provided Uler ettce2lentholding pow�, hue ifdriven too tightly, the vinyl Ca"i undt:r nur- rnal expansion and ColttrractIon, be- come distorted. These 1peciir nails should be dri"m in the middle of the thailing slot just short of touching the Top Trim Back. Nail to achieve 3/, - pentsttBtion into a solid wood sub- stance, Nail to allow part to expand and contract during the norrtual .change in ambient temperature:. Do NO TIRA•[LTCGHT.Allow'/,,-gap between nail head and part, LIA" � F Screw Mail Ground Spike - Step i... . . Laying the Rottoin Channel A level or plumb line should be used to establish the location of the Bottom C.itatlwL 71te taller backside of the Bottom Channel should bar located directly beneath the outside bonotn edge of the home: where rtw-. Tirp Trim Back will be attached (fhgtt7+m1).7b prevent grass from growing around she base of the skirting and provide s non-sltihing base for the ground spikes, 9"asphWt roof startor should be installed arolutd the dome. The roof starter also r dum- tine possibility of the Vinyl skirting panels from being damaged from the use of a powered string aimmcr. " Weed .Eater" type trim units will damage she starting and is not covered by wa antr AMchthe Bottom Channei directly to theground though 00 prepunched holes (agate 2). Spires required every 24 inches ... extra boles provides for COnvenicace. Another spike or a drift h � ;a be used to drive sp in completely_ To allow for expansion, !caul: a !3 Sap between each sec_ . lion of the -Bottom Channel. To form clean , attractivecarriers, the Bottom Channel can be notched wild strips (figure 3) and then bent to the desired the (Attached to the ground as shown in figure 4� NOW: tier high wind stews where ground below die unit is sponwv: or ,YhcTc groutrd iS ltrt 5D fruln teen[ emvelion and has not yet-ftWed, it is advisable to fasten Bottom Channel to treated wooden stale. For installs - lion on cmercle, use 31- masonry nail intend of ground spike. "LiquidNail"ceMentor othersmilarmethods ofseuing a fastener directly to can - mere can Am be used. Jul 20 10 10:22a • Sandi 863.357-4850 p.13 CAUTION Proper Instatlafion of Mobile ffoma SwrikS MgWG Back be nailed looWy so the pmW yg s11de hv* This can he accomplislied_by Junin g-fhe: teak lead from the face of the panel. The "ail must Penetrate a solid nallat kaarfate by$ nun naps aupp@ed with product ate t y>Yin t gllL Do not place otetdoor sa>Oftm gear Am vlttyl skirtltig beat Will cfistudthe paWhL Any heatsotrcte muatbeekq It* panels or damage roar occur. - Step Z... M,Ql fug Top Trim Sack First tlCtermirre whe M*ihV TpP*WM Back will mount on the lnwe;r the hotlte. Mite b"Offi OdP of [be: 9bp Trim Back ass extend beI btsttant edge Of the home if these is a solid support for nailing and bearing for the Top Trim Front against the side of the home. It is bni made a line arnutwd the bottom of the borne with n chalk dine or other T to assure a straight line where the Tbp Tr'm Back is to be installed. The Top Trim Back is installed by driving the scmw nails in the e of every slot (fgtrro ADO NOTNAIL TIGHTLY! (See nailing it bons ot1 front page.) Do not cut Top Trim at the Corners. Gerut+ over 2 shall) edge of 8 curEing fable or a similar surface to Form a (f3gura 6). If theiustaIIation is made in extremely cold weather. the vinyl sho wmn ied to room temperature befam banding_ Warming will avoid r h, lihood of craakigg. Step 3... Oattiing TOP 1rhn Back The �P Trine Back is conslrucW with two parallel ridges at inte below the nailing slats (figure, 7). Them ridges may be used to uneasy distance from die ground to tfte lower ridge. In cold weather, meab-u the top ridge. If the ground as Level, several panels rrmy be cni qt one using 9 hand Pow saw. Retrrennber, if a power saw is to be used, ma fine-wothrd blade to reverse position (figure 8). L 1 G THE PAN W-S A snap lock tool is ate 10 punch lacking tabs on the outside bot edge ofeach panel VISOM 9). Wen to flee panel is installed, it becomes Ioi 1n the $*Mm Channel. This feature assures tcrttion or the panel in Boaom Channel. NCrM- When installing in a high wind area, punch locking tabs at lop of d!e panel for added bx*ing strength. Self -aligning panels easily soap and slide into place: (figure 10). Be c lain that each Pend posy interlocks with the panel adjoining it. (.�b36 D"d fi t~ a framrng SUppOrt systetn should be considered.) MULLING PANOLS Panel care agabe installed by smelting into the Bou0m Channel and lean: inst the TW Ibm Back, Lock the next panel as shown by figure Faneia should not be cut but bent around corners as shown in figure 11 Flx MNG PANELS AROUND SERVICE CONNECTION& Cutting and lifting to virtually nay shape or radius is easily dare; w Vinyl Skirting. Usings ation snips, cut the Pwmi to fit around the count tion. Cut the panel morn the sick - uret fmo the top or bottom. Keep st Prints open as if caatitfg c10tb to avoid cracking panels. Step .4... "Suni tg the Top Trhn lotus# -MW lock i �� Front installs �y by snapping the top edge of its sprin TOP Trim Bach. BG Sure to push the Top Trim From way into the; Top Trim Back until it "Snups� iaM Pi, all tt Each of tht: 15 pieces of the 7bp Trite Front one: notched 2' on one (figure 1 to permit overlapping_ Overlap ends of adjoining trirb aPpre+aoely l : Four Hers_ of the pieces are factory -notched for formi u CUT273aTG ADBITIONA) CORIYBRS II• inside t.,ttrn= are needed, trim strips can be easily cut With sM,; snips ro 1r0ft atirnctive curter joints by cutting a45nmitreonad ends and butting. If extra. outside outsets ors on row?. notch the itrm stripsas required 1 (for porches or add - on corrrer and snap into Place- All at lheast 3 �ofn,t$ ]• t>e�rd emu the corner. trip on nears v of R"YAC(MW A.ce= can be gained at virtually any point by simply lifting th Trim Front and sliding Out the desired number of panels. Acmgsibili ' the at+ea under the unit is available whenever desired. 1�av < Jul 20 10 10:10a , Sandi 863-357-4850 p.3 Project Summary; Archib Mantutacturiug, Inc. to caonaln Unding, atclf sum flba dcnign lad mqd nments attd smudards: BOCA 19" - Be Uftg UBC-1997 / ICBO - ha SBC-1997 / SBCCI = & Yotwl Residential Intr mationai Residentid 'Residential Code of Now `Morida Building Cade, 21 North. Qw1b a Reside ark Tea Spedmm (Step Asap treated lumber fivnewodr alai 38" wide and had w overall 1 were each 11-1/20 deep. Mw radius meactucd Iess dwn 9 str WAWO)_ The M=V fWw sperm=. 44 Architectural Tenting CAST hUdWFACT MIND, INC 600 Ragasty Driva P.O Box M Er most, Ohio 43420 Report Na: 01-37911.04 Test Date: 09/01/00 ROPatt hate: 11/07/4D3 rural. Teoft Inc. (AT]) was owturs VA by Style G'Ycd elraaso uml pmIlxn sttcc tests on a An riser, four awad and bu& in lass D=-tlrgt IL stop WdL The system w'as errsluned for the Mnsiamaatl URUM eats 0* of the fottowing baildn codes aaad and Cc* Adeair*&Wt (Refenmw ASCB 7-95) wal Confereaea of Bt W ttg Q,,*Ws Baeldbtg code aC01(feru3t M InOwadonal 20M ode, 2003 'ark Stud, 2002 it (Roviol 2003) Coda, 2002 Ftp) Dwerlp at The atep unit wo fabricated with a prdssm a layer of fibrghns over the entire stnut ue. The step unit wss :fight of 358. The five rims wom each r high. Tice fatur tcfxb anding was 39-112" deep to the nogg. The leadit edge, tread tV (sw agachad phowgwpW for vista clarification of step - proms all compments sttd fastcow corapdmag die test 130 awry court ! York PA 174M-WS phw ir 717.7647M ! 717.7"4129 , orchtest,com 02-09-2M9 04:21 CegTRAL_ PC MI CO 7726631701 PACE 0:10a ' Sandi 863.357-4850 p•2 Fiberglass Stop Anot Guidelines �Can1��%1"rl��itla#iort LW, of ftnponeWs (Pmhased LOO Umb 2cadi 2mdrU4 4m& 1 conmete It Wistion -.:�� llri�l4"�dC"iiatouglt sGeP apt &Simd positiont through lows home member: 2) install 1,-bmkcts using W x Rots, washers, and mats. 3) Ma&location of hole in i-br concrete. 4) Move the step away from the holes in coberete at the desire Tap in W, emorde Anchors. 5) Replace step so that the tops i anttrs pmuude through the Secure with the nuts and wall -.12-09-2029 04:20 CENTRAL IV4 h1l bmdm at woodw lDx2ye :fast on the Ouse, D&I lotions. 'the conmCa 77178i Ground trmftII s► Ir^ .. [isfofCi�r7iporl$n�s' (2) 494154 Anchor AMInblIes Each sambly imiudes: (1)15 inch Anchor - . (B,vr x 1 �r lag Screw ( 7/1 r X I Vir washer Ground InOtalfation Guidelines I) set step in desked position And mark the anchor placements on the ground. )U movc. SM. 2) Scaaw Ow anchors in the ground so tMt the We of the anchor will be in the position as shown. 3) Replace step and mark the plane where the hole in the eye of fhe amchoz meets the side of tha step at the helot of the lower forme member. 4) Fasten straw into lower frWrIe member though e.m of tlm anchor and mah+er. HEAT LOSS CALCULATIONS Uo= 0.095 MODEL: CP-2053-XXX GR. WALL: GR. CEIL: 816.000 1024.000 SERIAL NO.: TNR-PD121601 WINDOWS: 144.175 SKYLITE: 0.545 SIZE: 22'x38 /36' GLASS BLOCK: 0.000 REC. LITE: 0.000 ZONE: 1 GLASS DRS: 38.000 INTERIOR DUCT: 46.241 DATE: 20-Dec-2010 DOORS: 10,000 .0.000 PERIM: 130.000 MED CAB: 0.000 0.000 ELEC PANEL: 0.000 NET CEIL: 769.214 ROOF INSUL: WALL INSUL: 30 19 WH DR: JACUZZI ACCESS: 0.000 FLOOR: 810.000 0.000 FLOOR INSUL:. 11 0,000 JOIST 2X: 8 0.000 R-19 JOIST HT.: 7.00 NET WALL: 831.825 AREA R-19 JOIST: 75.790 WINDOWS: GLASS BLOCK: GLASS DOORS:' DOORS: MED. CAB: EL. PANEL: WH. DR: JACUZZI ACCESS: NET WALL: SKYLITE: REC. LITE: INTERIOR DUCT: NET CEILING: NET FLOOR: R-19 PERIM. JOIST: EXTERIOR DUCT: AREA 144.175 X 0.000 X 38.000 X 10.000 X 0.000 X 0.000 X 0.000 X 0.000 X 0.0DO X 0.000 X 831.825 X 0.545 X 0.000 X 46.241 X 0.000 X 0.000 X 769.214 X 810.050 X 75.790 X 52.400 X U FACTOR ENVELOPE: 2725.790 AU TOTAL AU: 259.536 INDOOR TEMP: F 70 INT. DUCT SF: 46.241 DESIGN TEMP: 11 EXT. DUCT SF: 52.400 TRANS. HEAT LOSS: 15312.623 DUCT ADJUST: 2.017 rn INFIL. HEAT LOSS: 7670.000 INT. ADJ. U: 0.159 TOTAL HEAT LOSS: 22982.623 EXT. ADJ. U: 0.252 CERTIFIED TEMP: 8 + RECOM. TEMP: 8 REC. FURNACE SIZE 24000 Uo 0.095 Jacobsen Homes JOB: CARRIER HEAT PUMP PORT ST. LUCIE ri It 114 411*z CARRIER HEAT PUMP 50 EZ / 50VT #12-14SMS@3"/ 12" O.C. '/4" X 1 %2" TAPCONS @ 12" O.C. / 3" FROM ENDS. METAL CURB CONCRETE SLAB ON GRADE HEAT PUMP TIEDOWN DETAIL nts... NOTE: EQUIPMENT CURB DESIGNED FOR THE A-E FLOOD ZONE REQUIREMENTS. rn PAUL WELCH INC. MECHANICAL ELECTRICAL CIVIL ENGINEERING C> 1 9S4 S.W. BILTMORE ST. - # 1 1 4 PORT SAINT LuCIE, FL 34954 / PHONE E-MAIL FAX 1772) 7B5-9BS8 PWELCHINC�AOL.CCM . 1772) 7BS-9933 FE(� O V p^�� PAUL WELCH, P.E. - FL REG. No. Z9945 VK LU ENGINEERING SUBMITTALS FEBRUARY 01, 2011 WIND LOAD CERTIFICATION: CODE: FBC2007/ASCE7-05 WL-ND SPEED: 140 moh. 3 SEC. GUST EXPOSURE:"C" IMPORTANCE FACTOR: 1.0 INTERNAL PRESSURE QOEFF.: 0.00 HEIGHT: 60' MAX JOB: CARRIER 50EZ/5DVT PORT ST. LUCIE, FL PAUL WELCH INC. Mechanical Electrical Civil Engineering 1984 S.W. Biltmore St. Suite#1 I A Port Saint Lucie. FL 34(90* Phone E—Mail Fax (772) 785 — 9888 PWELCHINC@AOL.COM (772) 785-9933 PAUL WELCH. P.E. REG. NO. 29945 r U i FORM 1100A-08 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Performance Method A Project Name: Altman Builder Name: Street: 166 Nettles Blvd. Permit Office: St. Lucie County City, State, Zip: Ft. Pierce, FL, Permit Number: Owner. Jurisdiction: Design Location: FL, Fort Pierce 1. New construction or existing New (From Plans) 9. Wall Types Insulation Area 2. Single family or multiple family Single-family a. Frame - Wood, Exterior R=19.0 1105.00 ft2 b. N/A R= f:2 3. Number of units, if multiple family 1 c. N/A R= ft2 4. Number of Bedrooms 1 d. N/A R= ft2 5. Is this a worst case? Yes 10. Ceiling Types Insulation Area 6. Conditioned floor area (ft2) 792 a. Under Attic (Vented) R=19.0 792.00 ft2 b. N/A R= ft2 7. Windows Description Area c. N/A R= ft2 a. U-Factor: Dbl, U=0.30 183.00 ft2 SHGC: SHGC=0.35 11. Ducts b. U-Factor: N/A ft2 a. Sup: Exterior Ret: Interior AH: Interior Sup. R= 6,158.4 ft2 SHGC: 12. Cooling systems c. U-Factor: N/A ft2 a. Central Unit Cap: 22.0 kBtu/hr SHGC: SEER: 15 d. U-Factor: N/A ft2 13. Heating systems SHGC: a. Electric Heat Pump Cap: 23.0 kBtu/hr e. U-Factor: N/A ft2 HSPF:8 SHGC: 14. Hot water systems 8. Floor Types Insulation Area a. Electric Cap: 40 gallons a. Raised Floor R=19.0 792.00 fie EF: 0.99 b. N/A R= ft2 b. Conservation features c. N/A R= ft2 None 15. Credits CF, Pstat Total As -Built Modified Loads: 21.36 Glass/Floor Area: 0.231 PASS Total Baseline Loads: 26.85 I hereby certify that the plans n specifics s cov d by Review of the plans and �'SKE sT,q?, this calculation are in compli to nergy specifications covered by this Code. calculation indicates compliance s with the Florida Energy Code. PREPARED BY:-�11tzTiA�C- CNFII j/�,L0 DATE: Before construction is completed this building will be inspected for compliance with Section 563.908 * w I hereby certify that this building, as designed, is in pliance Florida Statutes. 1 �� CAD with the Florida Ener de. i y�,'i�� OWNER/AGENT. :J � BUILDING OFFICIAL: DATE: DATE: �� Py -FILE CO�Iaa' Im'I'LL COB opREneravGau.- • f ` ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 80 The lower the EnergyPerformance Index, the more efficient the home. 166 Nettles Blvd., Ft. Pierce, FL, 1. New construction or existing New (From Plans) 9. Wall Types Insulation Area 2. Single family or multiple family Single-family a. Frame - Wood, Exterior R=19.0 1105.00 ft2 b. N/A R= ft2 3. Number of units, if multiple family 1 c. N/A R= ft2 4. Number of Bedrooms 1 d. N/A R= ft2 5. Is this a worst case? Yes 10. Ceiling Types Insulation Area 6. Conditioned floor area (ft2) 792 a. Under Attic (Vented) R=19.0 792.00 ft2 b. N/A R= f12 7. Windows" Description Area c. N/A R= ft2 a. U-Factor. Dbl, U=0.30 183.00 ft2 SHGC: SHGC=0.35 11. Ducts b. U-Factor: N/A ft2 a. Sup: Exterior Ret: Interior AH: Interior Sup. R= 6, 158.4 ft2 SHGC: 12. Cooling systems c. U-Factor: N/A ft2 a. Central Unit Cap: 22.0 kBtu/hr SHGC: SEER: 15 d. U-Factor: N/A ft2 13. Heating systems SHGC: a. Electric Heat Pump Cap: 23.0 kBtu/hr e. U-Factor: N/A ft2 HSPF:8 SHGC: 14. Hot water systems 8. Floor Types Insulation Area a. Electric Cap: 40 gallons a. Raised Floor R=19.0 792.00 ft2 EF: 0.99 b. N/A R= ft2 b. Conservation features c. N/A R= ft2 None 15. Credits CF, Pstat I certify that this home has complied with the Florida Energy Efficiency Code for Building �xBB ST Construction through the above energy saving features which will be installed (or exceeded) o _ N in this home before final inspection. Otherwise, a new EPL Display Card will be completed '''%1' r •- ` p P Y P Coro : _,., based on installed Co ompliant features. Builder Signature: — )Q� Date: �n 4 Address of New Home: L V011ZL City/FL Zip-�VOAs�))�y �f L 3 IN *Note: The home's estimated Energy Performance Index is only available through the EnergyGauge USA - FlaRes2008 computer program. This is not a Building Energy Rating. If your Index is below 100, your home may qualify for incentives if you obtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at (321) 638-1492 or see the Energy Gauge web site at energygauge.com for information and a list of certified Raters. For information about Florida's Energy Efficiency Code for Building Construction, contact the Department of Community Affairs at (850) 487-1824. **Label required by Section 13-104.4.5 of the Florida Building Code, Building, or Section B2.1.1 of Appendix G of the Florida Building Code, Residential, if not DEFAULT. o0 R @ FILE C..Py �' /. PROJECT Title: Altman Bedrooms: 1 Adress Type: Street Address Building Type: FLAsBuilt Conditioned Area: 792 Lot # Owner. Total Stories: 1 SubDivision: # of Units: 1 Worst Case: Yes PlatBook: Builder Name: Rotate Angle: 270 Street: 166 Nettles Blvd. Permit Office: St. Lucie County Cross Ventilation: County: St. Lucie Jurisdiction: Whole House Fan: City, State, Zip: Ft. Pierce , Family Type: Single-family FL, New/Existing: New (From Plans) Comment: CLIMATE v IECC Design Temp Int Design Temp Heating Design Daily Temp Design Location TMY Site Zone 97.5 % 2.5 % Winter Summer Degree Days Moisture Range FL, Fort Pierce FL_ST LUCIE_CO_INTL 2 39 90 75 70 722 62 Low FLOORS # Floor Type R-Value Area Tile Wood Carpet 1 Raised Floor 792 ft2 19 0 0 1 ROOF / Roof Gable Roof Solar Deck V # Type Materials Area Area Color Absor. Tested Insul. Pitch 1 Hip Composition shingles 858 ft2 0 ft2 Medium 0.96 No 0 22.6 deg ATTIC V # Type Ventilation Vent Ratio (1 in) Area RBS IRCC 1 Full attic Vented 30D 792 ft2 N N CEILING # Ceiling Type R-Value Area Framing Frac Truss Type 1 Under Attic (Vented) 19 792 ft2 0.11 Wood WALLS Cavity Sheathing Framing Solar # Omt Adjacent To Wall Type R-Value Area R-Value Fraction Absor. 1 N Exterior Frame - Wood 19 306 ft2 0.23 0.75 2 E Exterior Frame - Wood 19 187 ft2 0.23 0.75 3 S Exterior Frame - Wood 19 306 ft2 0.23 0.75 4 W Exterior Frame - Wood 19 187 ft2 0.23 0.75 5 N Exterior Frame - Wood 19 59.5 ft2 0.23 0.75 6 S Exterior Frame - Wood 19 59.5 ft2 0.23 0.75 DOORS # Omt F1 Door Type Storms U-Value Area N Wood None 0.460000 21 ft2 WINDOWS Orientation shown is the entered orientation => changed to Worst Case. V # Ornt Frame Panes NFRC U-Factor SHGC Storms Overhang Area Depth Separation Int Shade Screening 1 N=>W Metal 2 E=>N Metal 3 S=>E Metal 4 W=>S Metal 5 S=>E Metal Double (Tinted) Yes Double (Tinted) Yes Double (Tinted) Yes Double (Tinted) Yes Double (Tinted) Yes 0.3 0.35 N 0.3 0.35 N 0.3 0.35 N 0.3 0.35 N 0.3 0.35 N 48 ft2 1 ft 0 in 0 ft 0 in 3 ft2 1 ft 0 in 0 ft 0 in 60 ft2 1 ft 0 in 0 ft 0 in 36 ft2 1 ft 0 in 0 ft 0 in 36 ft2 1 ft 0 in 0 ft 0 in HERS 2006 HERS 2006 HERS 2006 HERS 2006 HERS 2006 None None None None None INFILTRATION & VENTING Method SLA CFM 50 ACH 50 ELA EgLA — Forced Ventilation — Supply CFM Exhaust CFM Run Time Fraction Fan Wafts Default 0.00036 748 6.67 41.1 77.2 0 cfm 0 cfm 0 0 COOLING SYSTEM # System Type Subtype Efficiency Capacity Air Flow SHR Ducts 1 Central Unit None SEER: 15 22 kBtu/hr 660 cfm 0.75 sys#1 HEATING SYSTEM # System Type Subtype Efficiency Capacity Ducts 1 Electric Heat Pump None HSPF: 8 23 kBtu/hr sys#1 HOT WATER SYSTEM # System Type EF Cap Use SetPnt Conservation 1 Electric 0.99 40 gal 40 gal 120 deg None SOLAR HOT WATER SYSTEM FSEC Cert # Company Name Collector System Model # Collector Model # Area Storage Volume FEF None None ft2 DUCTS — Supply — — Return — V # Location R-Value Area Location Area Leakage Type Air Percent Handier CFM 25 Leakage ON RLF 1 Exterior 6 158.4 ft Interior 39.6 ft2 Default Leakage Interior (Default) (Default) % TEMPERATURES Programable Thermostat:Y Ceiling Fans: Heat ng 0Jan Feb Ri Mar EX� Apr [X1 May May EX� Jun Jul Aug Rj [X] Sep Oct Occt W Nov Nov Dec �X Dec Venting Jan Feb Mar [[�X [[XX [[�X Jun Jul Aug [[XX]] Sep X Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling (WD) AM 78 78 78 78 78 78 78 78 80 80 80 80 PM 80 80 78 78 78 78 78 78 78 78 78 78 Cooling (WEH) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Heating (WD) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 Heating (WEH) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 . \. FORM 1100A-08 Code Compliance Cheklist Residential Whole Building Performance Method A - Details ADDRESS: 166 Nettles Blvd. PERMIT #: Ft. Pierce, FL, INFILTRATION REDUCTION COMPLIANCE CHECKLIST COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE CHECK Exterior Windows & Doors N1106.AB.1.1 Maximum:.3 cfm/s .ft. window area; .5 cfm/s .ft. door area. Exterior & Adjacent Walls N1106.AB.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 corners; utility penetrations; between wall panels & top/bottom plates; between walls and floor. EXCEPTION: Frame walls where a continuous infiltration barrier is installed that extends from, and is sealed to, the foundation to the top plate. Floors N1106.AB.1.2.2 Penetrations/openings > 1/8" sealed unless backed by truss or joint members. EXCEPTION: Frame floors where a continuous infiltration barrier is installed that is sealed to the perimeter, penetrations and seams. Ceilings N1106.AB.1.2.3 Between walls & ceilings; penetrations of ceiling plane to 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 N1106.AB.1.2.4 Type IC rated with no penetrations, sealed; or Type IC or non -IC rated, installed inside a sealed box with 1/2" clearance & 3" from insulation; or Type IC with < 2.0 cfm from conditioned space, tested. Multi -story Houses N1106.AB.1.2.5 Air barrier on perimeter of floor cavity between floors. Additional Infiltration reqts N1106.AB.1.3 Exhaust fans vented to outdoors, dampers; combustion space heaters comply with NFPA, have combustion air. OTHER PRESCRIPTIVE MEASURES (must be met or exceeded by all residences.) COMPONENTS SECTION REQUIREMENTS CHECK Water Heaters N1112.AB.3 Comply with efficiency requirements in Table N112.ABC.3. Switch or clearly marked circuit breaker (electric) or cutoff (gas) must be provided . External or built-in heat trap required. Swimming Pools & Spas N1112.AB.2.3 Spas & heated pools must have covers (except solar heated). Non-commercial pools must have a pump timer. Gas spa & pool heaters must have a minimum thermal efficiency of 78%. Heat pump pool heaters shall have a minimum COP of 4.0. Shower heads N1112.AB.2.4 Water flow must be restricted to no more than 2.5 gallons per minute at 80 PSIG. Air Distribution Systems N1110.AB All ducts, fittings, mechanical equipment and plenum chambers shall be mechanically attached, sealed, insulated and installed in accordance with the criteria of Section N1110.AB. Ducts in unconditioned attics: R-6 min. insulation. HVAC Controls N1107.AB.2 Separate readily accessible manual or automatic thermostat for each system. Insulation N1104.AB.1 Ceilings -Min. R-19. Common walls -frame R-11 or CBS R-3 both N1102.6.1.1 sides. Common ceiling & floors R-11. C. Altman Residence HVAC Load Calculations for C. Altman 166 Nettles Blvd. Ft. Pierce, Florida Rgsimltii' nAL HVAC LOADS Prepared By: OPY `�` p+qy p` Tuesday, Residential Energy Calc's 2010 Rhvac is an ACCA approved Manual Jwd Manual D computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D. Rhvac Residential& Light Commercial HVAC Loads _ Elite Software Development, Inc, Ken:Humph�ey 2 . ; _.� C Altman Residence PorF Saint Lucie FL;34983 " r _ . ' . . „ - :, :- _ .' _ _ Pa e.2. Project Re�iori .` General Project Information. Project Title: C. Altman Residence Designed By: Jacobsen Homes Project Date: Wednesday, December 22, 2010 Client Name: C. Altman Client Address: 166 Nettles Blvd. Client City: Ft. Pierce, Florida Company Name: Residential Energy Calc's Design: Data _ } Reference City: Fort Pierce, Florida Building Orientation: Front door faces North Daily Temperature Range: Medium Latitude: 27 Degrees Elevation: 25 ft. Altitude Factor: 0.999 Elevation Sensible Adj. Factor: 1.000 Elevation Total Adj. Factor: 1.000 Elevation Heating Adj. Factor: 1.000 Elevation Heating Adj. Factor: 1.000 Outdoor Outdoor Outdoor Indoor Indoor Grains Dry Bulb Wet Bulb Rel.Hum Rel.Hum Dry Bulb Difference Winter: 42 39.4 80% n/a 70 n/a Summer: 90 78 59% 50% 75 61 Check Figures -- Total Building Supply CFM: 719 CFM Per Square ft.: 0.907 Square ft. of Room Area: 792 Square ft. Per Ton: 443 Volume (fN) of Cond. Space: 6,732 Building Loads _ Total Heating Required Including Ventilation Air: 12,645 Btuh 12.645 MBH Total Sensible Gain: 16,075 Btuh 78 % Total Latent Gain: 4,440 Btuh 22 % Total Cooling Required Including Ventilation Air: 20,515 Btuh 1.71 Tons (Based On Sensible + Latent) 1.79 Tons (Based On 75% Sensible Capacity) Notes- Rhvac is an ACCA approved Manual J and Manual D computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads. 1Rhvac Residential LightCommeraal HW►C Loads Elrte Software Development, Inc Ken' Humphrey C Altman Residence FQrCSaiht Lucie FL; 34983. . " ... - = '. � - . µ: _ - '` � -"IPa a 3- MisceTlan ious Repot �" Irtertherm Or Equivalent Outdoor Qutdoor'.' Y.: 'Outdoor Indoor indoor 'Grains' 1;System .lnput�Data-- -:.= _ , D' -Bulb - Wet Bulb :' .:ReLHum .-,-Re1;H rn :, Dry Bulb Differenco:°' Winter: 42 39.4 80% n/a 70 n/a Summer: 90 78 59% 50% 75 61.09 duct Sian In uts _ - , :.. Main Trunk Runouts Calculate: Yes Yes Use Schedule: Yes Yes Roughness Factor: 0.00300 0.01000 Pressure Drop: 0.1000 in.wg./100 ft. 0.1000 in.wg./100 ft. Minimum Velocity: 650 ft./min 450 ft./min Maximum Velocity: 900 ft./min 750 ft./min Minimum Height: 0 in. 0 in. Maximum Height: 0 in. 0 in. Outside Air Data .... .. _.-.. ; Winter Summer Infiltration Specified: 0.410 AC/hr 0.220 AC/hr 46 CFM 25 CFM Infiltration Actual: 0.410 AC/hr 0.220 AC/hr Above Grade Volume: X 6,732 Cu.ft. X 6,732 Cu.ft. 2,760 Cu.ft./hr 1,481 Cu.ft./hr X 0.0167 X 0.0167 Total Building Infiltration: 46 CFM 25 CFM Total Building Ventilation: 17 CFM 17 CFM —System 1— Infiltration & Ventilation Sensible Gain Multiplier: 16.49 = (1.10 X 0.999 X 15.00 Summer Temp. Difference) Infiltration & Ventilation Latent Gain Multiplier: 41.50 = (0.68 X 0.999 X 61.09 Grains Difference) Infiltration & Ventilation Sensible Loss Multiplier: 30.77 = (1.10 X 0.999 X 28.00 Winter Temp. Difference) Winter Infiltration Specified: 0.410 AC/hr (46 CFM), Construction: Semi -Tight Summer Infiltration Specified: 0.220 AC/hr (25 CFM), Construction: Semi -Tight Duct Load Factor Scenarios. forrSystem:l y Attic Duct"I Duct Surtace From Na: T e Deseri tian Location" . Ceilii Lea a- a .insulations 1 Supply Main Attic 16B 0.12 6 214 No 1 Return Main Attic 16B 0.24 6 40 No Rhvac Residenttai; Laght Commercial p HVAC Loads Ehte Software Develoment,Inc Ken.Humphrey � C Altman Residence: tSaintLucle FLx34983.,.i' °Pa Roie`4! Load Preview Report.. ; i Netl I!,,/-Iron ft� f Sen LatI Netj I Sen# Htg Clg A 1 Duct Scope Ton Areaj Gaini � Gain � Gainj Loss � CFM� CFMf CFMf Size ~ Building 1.71 [ 463, 792 16,075 4,40 20,515 12,645; 158 719 719 .... .. __ -- ... .... ............ .-_...._.._ System 1 ................ __._...... --............_-.._.....-..._-_.._.... ....._... 1 71 _.._._._ _; 463; _ .-..........._ 792 . ___. ..._•.. 16,075, _ 4,440; 20,5M ....._, . _ 12,645 . _ ._.__ _------------- 158, 71 1 _ 719 10x14 Ventilation_ _.. ._.............. .... 280 706 9W 523; _ ................._............. ....._.................. ._. Duct Latent _.....,.... _........ _..:... ,. .._..._ .. 710', 710' _. .._.. ............. _..__ . -.........._._ ..-------- - -- - - - - .------ Zone 1 792: 15,794, - _ : 3,025 18,819 12,122 _ 158 _ ..............._ 719, 10x14 _... .... ....._..._-....._.-......... ... -_.._.._..-_...................._.-----_.........---.._.........._._-- 1-Kitchen/Dining .... . ..... ........................................... --- ------°--------..-:_...__._- : 180 ------------- 7,573 .. _..... 686 ._.......__.•--- 8 259 4 366 57 345 3--6 2-Bath 1 ........ ......_......._ 50, .. 829 440 1,269 385 5 38 1--4 3-Bedroom 1 - 136 - 2,079'. 583 2,662; 1,977: 25 ® 95: 1--6 4-Bedroom 2 ...... 192 2 561 662 3 223 2,608 i 34 117 1--6 _.. _ _ .............._ __ 5-Lmng ..... . .. 240, 2 752 654 3,406 2,835 37 125 1--7 1Rhvac Residential'& Light Commercial HVAC Loads Ken Humphrey ,146rl:66int Elrte Software Development, Inca G Altman Residence Lucie FL:34983... - ' Pe e.5 Duct Size Preview Duct Name # m or _ —� i Minimurni Veocity MVel�ityy Factor' U1'00? , LossI VelDcucti ty Htg Clg I Act. Length, � Flow Flow f Flow - _ Duct Size System 1 ........ _....... _........... ........_..... _........ ......._ ...... . _:............... --------- _... ....... .. .......... _..... _.. ..... Supply Runouts ------- ------------------ -- .... - -..._.....-- -......__---- ..._._ _. - -- .. — - -- Zone 1 ............. ......._._. _. _..g._.-_..... ._ _ . ...........__. 1-Kitchen/Dinin - .:......_ 450 _ 750. 0; _ 0.1 .. _. _ ...: 584.9 -- 57 34b 345 . 3-- ....... ........ _..._..._... ..._.--. ._. ........ . _ 2-Bath 1 45Q 750 ..: ........... O; . 0.1 ... 4322 ............ .... .. 5® 38 1-4 _ 3-Bedroom 1 _ .... 450 _._ 750 __..._.... 0 _ 0.1 _ __ 481.8.' - -- -._ ..._. ----------- 25 5 95 1--6 - --- --....._..---- -... - -- -- .............._.._._--:__---- 4-Bedroom 2 -- ---- ------- 450; ..._....- 750 -� 0 ..__..._..-- 0.1: - -- -----------.- 593.4 - -- ---- = -------- :_.-------- 34i 11 117: 1- 6 ..... .... ..... .......... . 5-LHng ._ .. _ . 450 ._.._ 750. 0; 01 468E _ ...... 3T 12 125i - ... ... .. 1-7 ......... _ _... _ Other Ducts .._..................... ..__..._.-.._._._...._.._.._..._......._.___.._..._.. .. --......... _ ._ __ .. -_- __ -- — - ...__.... __.._._....._- Supply Main Trunk _..._...._.._.-- 650? --...._..... 900 O: -- - 0.1: -----...._..- 739.1 _..... ... -- 158. 7 719 - 10x14 _ Summary System 1 _.............------.............. - ._._...........-------.............._............................ Heating Flow: 158 -- .................--.-......._.__...---............. ..... ........ ................ -...-.......................... ....... ...... ... ..... ........ .__...._.._.......... _..................... ...... ........ ......................... -........ ...... .._........ ..... _.._.. Cooling Flow. 719 Residential.ht Commercial HVAC Loads r Elrte Software Development, Inc. 1Rhvac Ken" Humphrey = " c Altman Residence _ 156a Saint Lucie, FL�34998 :' : - Pau e.6 Total Building 'Surfrmary Loads Area Sen - - La# Sen _ Total.. 1-Component bescription '. 1-- Quan •: Loss:. - Gain ,; - Gain . •Gain 1 D-cb-o: Glazing -Double pane, operable window, clear, 120 2,183 0 4,231 4,231 metal frame with break, u-value 0.65, SHGC 0.67 1 D-cm-o: Glazing -Double pane, operable window, clear, 36 876 0 978 978 metal frame no break, u-value 0.87, SHGC 0.67 11 D: Door -Wood - Solid Core 21 229 0 213 213 12E-Osw: Wall -Frame, R-19 insulation in 2 x 6 stud cavity, 919.5 1,751 0 1,088 1,088 no board insulation, siding finish, wood studs 16C-19: Roof/Ceiling-Under Attic with Insulation on Attic 792 1,086 0 1,552 1,552 Floor (also use for Knee Walls and Partition Ceilings), Vented Attic, No Radiant Barrier, White or Light Color Shingles, Any Wood Shake, Light Metal, Tar and Gravel or Membrane, R-19 insulation 20P-19: Floor -Over open crawl space or garage, Passive, 792 1,109 0 396 396 R-19 blanket insulation, any cover Subtotals for structure: 7,234 0 8,458 8,458 People: 10 2,000 2,300 4,300 Equipment: 0 1,200 1,200 Lighting: 0 0 0 Ductwork: 3,473 710 2,652 3,362 Infiltration: Winter CFM: 46, Summer CFM: 25 1,415 1,025 408 1,433 Ventilation: Winter CFM:17, Summer CFM: 17 523 706 280 986 AED Excursion: 0 0 777 777 Total Building Load Totals: 12,645 4,440 16,075 20,515 Check Fi ures Total Building Supply CFM: 719 CFM Per Square ft.:. 0.907 Square ft. of Room Area: 792 Square ft. Per Ton: 443 Volume (fl3) of Cond. Space: 6,732 I-Bluilding Loads Total Heating Required Including Ventilation Air: 12,645 Btuh 12.645 MBH Total Sensible Gain: 16,075 Btuh 78 % Total Latent Gain: 4,440 Btuh 22 % Total Cooling Required Including Ventilation Air: 20,515 Btuh 1.71 Tons (Based On Sensible + Latent) 1.79 Tons (Based On 75% Sensible Capacity) 'Notes Rhvac is an ACCA approved Manual J and pp Manual D computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads. Rhvac Residential $ Light Commercial HVAC Loads Elite Software Development, Inca Ken Humphrey _ C. Altman Residence. PortSamt•Lucie Pa e.7r System ,'.lntertherm Or -Equivalent SO imary: Loads :.:. '....' [Component. Area. Sen Lai : Sen Total.; Desc�ripfion = -_' Quan - - Loss-.- - -: .Gain.: -,- Gain - -._,,Gain ` 1 D-cb-o: Glazing -Double pane, operable window, clear, 120 2,183 0 4,231 4,231 metal frame with break, u-value 0.65, SHGC 0.67 1 D-cm-o: Glazing -Double pane, operable window, clear, 36 876 0 978 978 metal frame no break, u-value 0.87, SHGC 0.67 11 D: Door -Wood - Solid Core 21 229 0 213 213 12E-Osw: Wall -Frame, R-19 insulation in 2 x 6 stud cavity, 919.5 1,751 0 1,088 1,088 no board insulation, siding finish, wood studs 16C-19: Roof/Ceiling-Under Attic with Insulation on Attic 792 1,086 0 1,552 1,552 Floor (also use for Knee Walls and Partition Ceilings), Vented Attic, No Radiant Barrier, White or Light Color Shingles, Any Wood Shake, Light Metal, Tar and Gravel or Membrane, R-19 insulation 20P-19: Floor -Over open crawl space or garage, Passive, 792 1,109 0 396 396 R-19 blanket insulation, any cover Subtotals for structure: 7,234 0 8,458 8,458 People: 10 2,000 2,300 4,300 Equipment: 0 1,200 1,200 Lighting: 0 0 0 Ductwork: 3,473 710 2,652 3,362 Infiltration: Winter CFM: 46, Summer CFM: 25 1,415 1,025 408 1,433 Ventilation: Winter CFM:17, Summer CFM: 17 523 706 280 986 AEDExcursio........ _._.._ .. _._ _ _ ._ ._..._... _ ..... _ .... _.._ . _ .. ... ..__ ..... ................ __........... _.... _. System 1 Intertherm Or Equivalent Load Totals: 12,645 4,440 16,075 20,515 Check Figures' t Supply CFM: 719 CFM Per Square ft.: 0.907 Square ft. of Room Area: 792 Square ft. Per Ton: 443 Volume (ft?) of Cond. Space: 6,732 System Loads Total Heating Required Including Ventilation Air: 12,645 Btuh 12.645 MBH Total Sensible Gain: 16,075 Btuh 78 % Total Latent Gain: 4,440 Btuh 22 % Total Cooling Required Including Ventilation Air: 20,515 Btuh 1.71 Tons (Based On Sensible + Latent) 1.79 Tons (Based On 75% Sensible Capacity) Notes = Rhvac is an ACCA approved Manual J and Manual D computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads. . K Rhvac Residential & Ught Commercial HVAC Loads = Keri Humphrey Elrte Software L)evelopment,'IncR C Altman Re_ sidence Pod Samtkucie FL Pag e:8 : System'; zahe 'I S. mmary:Loads;--(A.verage L6W Procedure foi`'"Rooms) 'Component-" Area:; Sen". Lat:: Sen Total �escri lion. °: Quan ; ; :. Loss"',: - . Gain ., . -Gain -, , Gain' 1 D-cb-o: Glazing -Double pane, operable window, clear, 120 2,183 0 4,231 4,231 metal frame with break, u-value 0.65, SHGC 0.67 1 D-cm-o: Glazing -Double pane, operable window, clear, 36 876 0 978 978 metal frame no break, u-value 0.87, SHGC 0.67 11 D: Door -Wood - Solid Core 21 229 0 213 213 12E-0sw: Wall -Frame, R-19 insulation in 2 x 6 stud cavity, 919.5 1,751 0 1,088 1,088 no board insulation, siding finish, wood studs 16C-19: Roof/Ceiling-Under Attic with Insulation on Attic 792 1,086 0 1,552 1,552 Floor (also use for Knee Walls and Partition Ceilings), Vented Attic, No,Radiant Barrier, White or Light Color Shingles, Any Wood Shake, Light Metal, Tar and Gravel or Membrane, R-19 insulation 20P-19: Floor -Over open crawl space or garage, Passive, 792 1,109 0 396 396 R-19 blanket insulation, any cover _ .. - -- -.... - _ ..... - -.. - - -- .._._.._ . Subtotals for structure: 7,234 0 8,458 8,458 People: 10 2,000 2,300 4,300 Equipment: 0 1,200 1,200 Lighting: 0 0 0 Ductwork: 3,473 0 2,652 2,652 Infiltration: Winter CFM: 46, Summer CFM: 25 ....._............ ..... ..... . _ .._ .._ - 1,415 _..-_.. 1,025 -- 408 1,433 _._.....__�...... System 1, Zone 1 Load Totals: 12,122 3,025 15,794 18,819 Supply CFM: 719 CFM Per Square ft.: 0.907 Square ft. of Room Area: 792 Square ft. Per Ton: 489 Volume (ft3) of Cond. Space: 6,732 Zone Loads Total Heating Required: 12,122 Btuh 12.122 MBH Total Sensible Gain: 15,794 Btuh 84 % Total Latent Gain: 3,025 Btuh 16 % Total Cooling Required: 18,819 Btuh 1.57 Tons (Based On Sensible + Latent) 1.62 Tons (Based On 75% Sensible Capacity) -Notes Rhvac is an ACCA approved Manual J and Manual D computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads. �_RhvResidential t£ Light Commercial HVAC Loads Kenmphrey - ,00itlintlucie, Elrte Software Deyelopment, Inc.;' G Altman Residence. FL" 34983 ., .. ,` PacI6 9 Detailed Room Loads,= "Room 1= -itch n/Dining (Averaoe: Load Procedure) - ..:..:: General Calculation Mode: Htg. & clg. Occurrences: 1 Room Length: 18.0 ft. System Number: 1 Room Width: 10.0 ft. Zone Number: 1 Area: 180.0 sq.ft. Supply Air: 345 CFM Ceiling Height: 8.5 ft. Supply Air Changes: 13.5 AC/hr Volume: 1,530.0 cu.ft. Req. Vent. Clg: .0 CFM Number of Registers: 3 Actual Winter Vent.: 6 CFM Runout Air: 115 CFM Percent of Supply.: 2 % Runout Duct Size: 6 in. Actual Summer Vent.: 8 CFM Runout Air Velocity: 585 ft./min. Percent of Supply: 2 % Runout Air Velocity: 585 ft./min. Actual Winter Infil.: 13 CFM Actual Loss: 0.218 in.wg./100 ft. Actual Summer Infil.: 7 CFM item Area: -U-., Htg ' `°' Sen ; Clg Lat' Sen Descri tiora - `, Quantity!! Value HTW; --.- -Loss HTM - ,- -Gain Gain' W -Wall-I2E-Osw 10 X 8.5 55 0.068 1.9 105 1.2 0 65 N -Wall-12E-Osw 18 X 8.5 132 0.068 1.9 251 1.2 0 156 S -Wall-12E-Osw 8 X 8.5 32 0.068 1.9 61 .1.2 0 38 W -GIs-1 D-cb-o shgc-0.6716%S 30 0.650 18.2 546 65.8 0 1,974 (2) N -GIs-1 D-cb-o shgc-0.67 1 00%S 15 0.650 18.2 273 23.9 0 358 N -Gls-1 D-cb-o shgc-0.67 100%S 6 0.650 18.2 109 23.8 0 143 S -GIs-1 D-cm-o shgc-0.67 1 00%S 36 0.870 24.4 876 27.2 0 978 (2) UP-Ceil-16C-19 18 X 10 180 0.049 1.4 247 2.0 0 353 Floor-20P-1 9 10 X 18 180 0.050 1.4 252 0.5 0 90 Subtotals for Structure: 2,720 0 4,155 Infil.: Win.: 12.8, Sum.: 6.9 306 1.291 395 0.373 286 114 Ductwork: 1,251 1,271 AED Excursion: 372 People: 200 laf/per, 230 sen/per: 2 400 460 Equipment: 0 1,200 Room Totals: 4,366 686 7,573 c Rhyac Residentiai_S Light Commeraal HVAC Loads Keri Humphrey Elite Software Development, Inc. C Altman Residence Poh Saint,Lucie FL-_34983Pa _ e'1Q Detailed room Loads: = "Room ' 2 `= Bath' 9 Avera e Load Procedure 9 ): .Genera(. Calculation Mode: Htg. & clg. Occurrences: 1 Room Length: 5.0 ft. System Number: 1 Room Width: 10.0 ft. Zone Number: 1 Area: 50.0 sq.ft. Supply Air. 38 CFM Ceiling Height: 8.5 ft. Supply Air Changes: 5.3 AC/hr Volume: 425.0 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 1 Actual Winter Vent.: 1 CFM Runout Air: 38 CFM Percent of Supply.: 1 % Runout Duct Size: 4 in. Actual Summer Vent.: 1 CFM Runout Air Velocity: 432 ft./min. Percent of Supply: 2 % Runout Air Velocity: 432 ft./min. Actual Winter Infil.: 2 CFM Actual Loss: 0.212 in.wg./100 ft. Actual Summer Infil.: 1 CFM Item Area -U- Htg : Sen Cl g Lat Sen Descrii#on Quan ' Value ,. HTIVI: Loss ,.,.= . . HTM ., . -, Gain-, N -Wall-12E-Osw 5 X 8.5 42.5 0.068 1.9 81 1.2 0 50 UP-Ceil-1 6C-1 9 5 X 10 50 0.049 1.4 69 2.0 0 98 Floor-20P-19 10 X 5 50 _ 0.050 1.4 70 _. ............ 0.5 0 25 _.- Subtotals for Structure: 220 0 173 Infil.: Win.: 1.8, Sum.: 1.0 43 1.294 55 0.376 40 16 Ductwork: 110 139 AED Excursion: 41 People: 200 fat/per, 230 sen/per: 2 . ..... ............. .....__ _....._._....... 400 ......... 460 ... _.... Room Totals: 385 440 829 ft 4 Rhvac Residential &Light Commercial HVAC Loads Elite Software Development, lnc Ken Humphrey = ' _ C Altman Residence Port Saint Lucie, FL 34983.:. ... Paq e.11 Detailed Room Loads -- Roorh 3--. Bedro6m 4 '{Averag►e; Load Procedure) , ,Genera( . Calculation Mode: Htg. & clg. Occurrences: 1 Room Length: 13.0 ft. System Number: 1 Room Width: 10.0 ft. Zone Number: 1 Area: 130.0 sq.ft. Supply Air: 95 CFM Ceiling Height: 8.5 ft. Supply Air Changes: 5.1 AC/hr Volume: 1,105.0 cu.ft. Req. Vent. Clg: 0 CFM Number of'Registers: 1 Actual Winter Vent.: 3 CFM Runout Air: 95 CFM Percent of Supply.: 3 % Runout Duct Size: 6 in. Actual Summer Vent.: 2 CFM Runout Air Velocity: 482 ft./min. Percent of Supply: 2 % Runout Air Velocity: 482 ft./min. Actual Winter Infil.: 8 CFM Actual Loss: 0.149 in.wg./100 ft. Actual Summer Infil.: 4 CFM :item Area. ✓ -U- :, Htg : ` ... Sen °.. -Clg Lat !-. Sen,' Description - - ..Quart Value _ _ _ - HTM .' Loss " HTM = - �.. -Gain:4 -. - Gain.. N -Wall-12E-Osw 13 X 8.5 86.5 0.068 1.9 165 1.2 0 102 E -Wall-12E-Osw 10 X 8.5 85 0.068 1.9 162 1.2 0 101 N -GIs-1 D-cb-o shgc-0.67 1 00%S 24 0.650 18.2 436 23.8 0 572 (2) UP-Ceil-I6C-19 13 X 10 130 0.049 1.4 178 2.0 0 255 Floor-20P-19 10 X 13 130 0.050 1.4 182 0.5 0 65 Subtotals for Structure: 1,123 0 1,095 Infil.: Win.: 8.2, Sum.: 4.4 196 1.289 252 0.373 183 73 Ductwork: 552 349 AED Excursion: 102 People: 200 lat/per, 230 sen/per: 2 400 460 Room Totals: 1,927 583 2,079 Rhvac Residential .& Light Commercial HVAC Load_ s KenHumphey " Elite Software Development, Inc.; C Altman Residence: PorM6t_Luae FL 34983. -. Pa a 12- Detailed Roor)7 Loads = Room`4 .8edroor7-2 (Average Load. Procedure) . 'Genera! ; Calculation Mode: Hig. & clg. Occurrences: 1 Room Length: 16.0 ft. System Number: 1 Room Wdth: 12.0 ft. Zone Number: 1 Area: 192.0 sq.ft. Supply Air: 117 CFM Ceiling Height: 8.5 ft. Supply Air Changes: 4.3 AC/hr Volume: 1,632.0 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 1 Actual Winter Vent.: 4 CFM Runout Air: 117 CFM Percent of Supply.: 3 % Runout Duct Size: 6 in. Actual Summer Vent.: 3 CFM Runout Air Velocity: 593 ft./min. Percent of Supply: 2 % Runout Air Velocity: 593 ft./min. Actual Winter Infil.: 12 CFM Actual Loss: 0.225 in.wg./l00 ft. Actual Summer Infil.: 6 CFM Item Area -U- Htg • .- . Sen . -cig ;: Lat,r Sen, Description = Quantity _ Value , HTW -: Loss :. - - : HTM-, Gain.,----- Gain N -Wall-12E-Osw 5 X 8.5 21.5 0.068 1.9 41 1.2 0 25 E -Wall-12E-Osw 12 X 8.5 99 0.068 1.9 188 1.2 0 117 S -Wall-12E-0sw 16 X 8.5 124 0.068 1.9 236 1.2 0 147 N-Door-11 D 3 X 7 21 0.390 10.9 229 10.1 0 213 E -GIs-1 D-cb-o shgc-0.67 27%S 3 0.650 18.2 55 60.3 0 181 S -GIs-1 D-cb-o shgc-0.67 1 00%S 12 0.650 18.2 218 23.8 0 286 UP-Ceil-1 6C-1 9 16 X 12 192 0.049 1.4 263 2.0 0 376 Floor-20P-1 9 12 X 16 192 0.050 1.4 269 0.5 0 96 Subtotals for Structure: 1,499 0 1,441 Infil.: Win.: 11.8, Sum.: 6.3 281 1.291 362 0.371 262 104 Ductwork: 747 430 AED Excursion: 126 People: 200 lat/per, 230 sen/per: 2 400 460 Room Totals: 2,608 662 2,561 I+ — n 0 (J - Rhvac Residential LightCommercial HVAC Loads Ken Humphrey pit Software Development, Inc. C. Altman. Residence_ Port Saint Lucie FL 34983 ., „lam!" Paw 13 :Detailed Room Loads - Room 5 = Living (Average Load Procedure) General. Calculation Mode: Htg. & clg. Occurrences: 1 Room Length: 20.0 ft. System Number: 1 Room Width: 12.0 ft. Zone Number: 1 Area: 240.0 sq.ft. Supply Air: 125 CFM Ceiling Height: 8.5 ft. Supply Air Changes: 3.7 AC/hr Volume: 2,040.0 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 1 Actual Winter Vent.: 4 CFM Runout Air: 125 CFM Percent of Supply.: 3 % Runout Duct Size: 7 in. Actual Summer Vent.: 3 CFM Runout Air Velocity: 469 ft./min. Percent of Supply: 2 % Runout Air Velocity: 469 ft./min. Actual Winter Infil.: 11 CFM Actual Loss: 0.114 in.wg./100 ft. Actual Summer Infil.: 6 CFM ,item Area:. -: -U- Htg , Sen'•- Cig Lat Seri, Description . Quantity Value,, HTM ,: - Loss , - HTM Gain :. Gain S -Wall-12E-0sw 20 X 8.5 140 0.068 1.9 267 1.2 0 166 W -Wall-12E-Osw 12 X 8.5 102 0.068 1.9 194 1.2 0 121 S -GIs-1 D-cb-o shgc-0.67100%S 30 0.650 18.2 546 23.9 0 717 (3) UP-Ceil-16C-19 20 X 12 240 0.049 1.4 329 2.0 0 470 Floor-20P-19 12 X 20 240 0.050 1.4 336 0.5 0 120 Subtotals for Structure: 1,672 0 1,594 Infil.: Wn.: 11.4, Sum.: 6.1 272 1.290 351 0.371 254 101 Ductwork: 812 462 AED Excursion: 135 People: 200 lat/per, 230 sen/per: 2 400 460 Room Totals: 2,835 654 2,752 I ft. 0. Is 0. w to Rhvac Residential'& LightCommerc�al HVAC Loads �., =r Ehte Software Development, Inc Ken Humphrey 0 Altman Residence- Rorf-Saint Lucie, FL.34983 Pa e`14 System � .Room Load Surr►►nary .. . , . . Htg Min t`Run Run CIClg!l Act Room Area Sens _ Htg - Duet Duct,; Sens = Lat;= _ -. Cfg Sys No Name ` <, . z SF = :` Btuh- CFN11,' , . Size r Vel ,; Btuh ° ,.:;: Btuh- C.FM CFM --Zone 1--- 1 Kitchen/Dining 180 4,366 57 3-6 585 7,573 686 345 345 2 Bath 1 50 385 5 1-4 432 829 440 38 38 3 Bedroom 1 130 1,927 25 1-6 482 2,079 583 95 95 4 Bedroom 2 192 2,608 34 1-6 593 2,561 662 117 117 5 Living 240 2,835 37 1-7 469 2,752 654 125 125 Ventilation 523 280 706 Duct Latent 710 System ._1.total .....-..-.. 792 12,645 - _ 158._.....__----------..- _..._... 16,075-- -4,440 - ._..719 - ...... 719 System 1 Main Trunk Size: 10x14 in. Velocity: 739 ft./min Loss per 100 ft.: 0.101 in.wg _---Coolin 9 `' -, - 'Sensible/L atertt:: Sensible: = Latent . - : Totat . ." Tons," S lit ;' etuh ,.~ stub:, ... Btuh '_.: Net Required: 1.71 78% / 22% 16,075 4,440 20,515 Recommended: 1.79 75% / 25% 16,075 5,358 21,433 Actual: 1.83 75% / 25% 16,500 5,500 22,000 :E ui melt Data , Heating System Cooling System Type: Two Speed Heat Pump Standard Air Conditioner Model: Q5RFX24K1 Q5RFX24K1 Indoor Model: Brand: HEAT PUMP INTERTHERM Description: HEAT PUMP CENTRAL AIR Efficiency: Hi: 8 / Lo: 0 HSPF 15 SEER Comment: HSPF 8.0 15 SEER Sound: Capacity: Hi: 23,000 / Lo: 0 Btuh 22,000 Btuh Sensible Capacity: n/a 16,500 Btuh Latent Capacity: n/a 5,500 Btuh