Loading...
HomeMy WebLinkAbout1409-1411 W 15 St�D ,r> 1 Application, No: _ Job Address: Parcel ID: VED a 1, CITY OF SANFORD uAD 117 7Dili UILDING k FIRE PREVENTION PERMIT APPLICATION itruction Value: $ �S- 19- 3v - - 06r)n-n7,'r, Description of Work: Historic District: Yes ❑ No ❑ Zoning: Me - a Plan Review Contact Person: Title: Phone: Fax: y07 - �v 8�� E-mail: ' Pr�perty Owner Information Name a nct d U4te /� _r Phone: acly' Street: DDy 41Qr/r Resident of property? City, State Zip: I ford/ s.D 7 7 Contractor Information Name Street: City, State Zip: _ Name: Street: City, St, Zip: Bonding Company: Address: Building Permit [i]-11" Square Footage: o? No. of Dwelling Units: Electrical Phone: Fax: State License No.: Architect/Engineer Information Phone: Fax: E-mail: _ Mortgage Lender: Address: PERMIT INFORMATION Construction Type: Flood Zone: New Service —„,NNo. of AMPS: Mechanical 131(Duct layout required for new systems) a0�ys� S �s 37 sem' No. of Stories: Plumbing C3” New Construction - No. of Fixtures: • ) Fire Sprinkler/Alarm O No. of heads: Application is hereby made to obtain a permit to do the work and installations as indicated. 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 standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF--COMMENCEMENT-MUST BE -RECORDED --AND -POSTED -ON-THE JOB--SITE--BEFORE-THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee. A copy of the executed contract is required in order to calculate a plan review charge. If the executed contract is not submitted, we reserve the right to calculate the plan review fee based on past permit activity levels. Should calculated charges exceed the documented construction value when the executed contract is submitted, credit will be applied to your permit fees when the permit is released. Signature of Owner/Agent bate ►D ,, Id Print Owner/Agent's Name Signature of Notary -State of Florida Date ate: - ,yy • zy m-.. Owner/Agent iso. rJona I o , to Me or Produced ID e , r... a� ;c APPROVALS: ZONi - G: ENGINEERING: COMMENTS: Rev 11.08 UTILITIES: Signature of Contractor/Agent Date Print Contractor/Agent's Name Signature of Notary -State of Florida Date Contractor/Agent is Personally Known to Me or Produced ID Type of ID WASTE WATER: BUILDING: OWNER BUILDER STATEMENT/AFFIDAVIT Altamonte Springs, Casselberry, Lake Mary, Longwood, Oviedo, Sanford, Seminole County, Winter Springs Florida Statutes are quoted here in part for your information to indicate the authority for exemptions for homeowners from qualifying as contractors and to express any applicable restrictions and responsibilities. OWNERS MUST PERSONALLY APPEAR AT THE BUILDING DIVISION TO SIGN THIS DOCUMENT BY SIGNING THIS STATEMENT, I ATTEST THAT: (Initial to the left of each statement) Rev. 9.14.2009 I understand that state law requires construction to be done by a licensed contractor and have applied for— oran anowner -builder permit under an exemption from the law. The exemption specifies that 1, as the owner of Al the property listed, may act as my own contractor with certain restrictions even though I do not have a license. (� I understand that building permits are not required to be signed by a property owner unless he or she is x[1/1 responsible for the construction and is not hiring a licensed contractor to assume responsibility. I understand that, as an owner -builder, I am the responsible party of record on a permit. I understand that I may protect myself from potential financial risk by hiring a licensed contractor and having the permit filed in his or her name instead of my own name. I also understand that a contractor is required by law to be licensed in Florida and to list his or her license numbers on all permit and contracts. I understand that I may build or improve a one -family or two-family residence or a farm outbuilding. I may also build or improve a commercial building if the costs do not exceed $75,000. The building or residence must be for my own use or occupancy. 1t may not be built or substantially improved for sale or lease. If a building or residence that I have built or substantially improved myself is sold or leased within in I year after the construction is complete, the law will presume that I built or substantially improved it for sale or lease, which violates this exemption. I understand that, as the owner -builder, I must provide direct, onsite supervision of the construction. I understand that I may not hire an unlicensed individual person to act as my contractor or to supervise persons working on my building or residence. It is my responsibility to ensure that the persons whom I employ have the licenses required by law and by city ordinance. I understand that it is a frequent practice of unlicensed persons to have the property owner obtain an owner -builder permit that erroneously implies that the property owner is providing his or her'own labor and materials. I, as an owner -builder, may be held liable and subjected to serious financial risk for any injuries sustained by an unlicensed person or his or her employees while working on my property. My homeowner's insurance may not provide coverage for those injuries. I am willfully acting as an owner - builder and am aware of the limits of my insurance coverage for injuries to workers on my property. I understand that I may not delegate the responsibility for supervising work to a licensed contractor who is not licensed to perform the work being done. Any person working on my building who Is not licensed must work under my direct supervision and must be employed by me, which means that I must comply with laws requiring the withholding of federal income tax and social security contributions under the Federal Insurance Contributions Act (FICA) and must provide workers' compensation for the employee. I understand that my failure to follow these laws may subject me to serious financial risk. Rev. 9.14.2009 Property Address: /Y6 1 i), IS -4-4 c31 I, -Da r" IcA q0n+ , do hereby state that I am qualified and capable of performing the requested construction involved with the permit application filed and agree to the conditio specified above Signature of Owner -Builder Form of Identification (Must be Photo ID) Date A violation of this exemption is a misdemeanor of the first degree punishable by a term of imprisonment not exceeding 1 year and a $1,000.00 fine in addition to any civil penalties. In addition, the local permitting jurisdiction shall withhold final approval, revoke the permit, or pursue any action or remedy for unlicensed activity against the owner and any person performing work that requires licensure under the permit issued. Rev. 9.14.2009 I agree that, as the party legally and financially responsible for this proposed construction activity, I dill abide by all applicable laws and requirements that govern owner -builders as well as employers. I also understand that the construction must comply with all applicable laws, ordinances, building codes, and G zoning regulations. I am of aware of construction practices and I have access to the Florida Building Codes. I understand that I may obtain more information regarding my obligations as an employer from the Internal Revenue Service, the United States Small Business Administration, the Florida Department of Financial Services, and the Florida Department of Revenue. I also understand that I may contact the Florida Construction Industry Licensing Board at 1-850487-1395 or at www.rn orida.com/dbl?L/Rro/cilb/ for more information about licensed contractors. I am aware of, and consent to, an owner -builder building permit applied for in my name and understand that 1 am the -party -legally and .financially responsible -for the proposed construction activity at the address listed below. I agree to notify the building department immediately of any additions, deletions, or changes to any of the information that I have provided on this disclosure or in the permit application package. Licensed contractors are regulated by laws designed to protect the public. If you contract with a person who does not have a license, the Construction Industry Licensing Board, the Department of Business and Professional Regulation and the building department may be unable to assist you with any financial loss that you sustain as a result of a complaint. Your only remedy against an unlicensed contractor may be in civil court. It is also important for you to understand that, if an unlicensed contractor or employee of an individual or firm is injured while working on your property, you may be held liable for damages. If you obtain an owner -builder permit and wish to hire a licensed contractor, you will be responsible for verifying whether the contractor is property licensed and the status of the contractor's workers' compensation coverage. Property Address: /Y6 1 i), IS -4-4 c31 I, -Da r" IcA q0n+ , do hereby state that I am qualified and capable of performing the requested construction involved with the permit application filed and agree to the conditio specified above Signature of Owner -Builder Form of Identification (Must be Photo ID) Date A violation of this exemption is a misdemeanor of the first degree punishable by a term of imprisonment not exceeding 1 year and a $1,000.00 fine in addition to any civil penalties. In addition, the local permitting jurisdiction shall withhold final approval, revoke the permit, or pursue any action or remedy for unlicensed activity against the owner and any person performing work that requires licensure under the permit issued. Rev. 9.14.2009 4 RECEIVED C40 lh ti. d CITY OF SANF - D SK. MAY 1 2 2010 BUILDING & FIRE PREVENTION ERMIT APPLICATION P�/S, 790, o� Application No: ly ��53 Documented Construction Value: $ Job Address: 105 / 5--A '5� Historic Distric • �oLol Parcel ID: 35- 17- -30- 563- Q0 0 0 - o79O Zan' • a Description of Work: DO 12e Plan Review Contact Person: e: Phone: Name I jo n4 Street: City, State Zip: _ Name Street: City, State Zip: Name: Street: N City, St, Zip: _ Bonding Company: Address: �uUCI Sq� Ford Fax: mail: Property Owner Information Phone: Resident o; d-,7 7 -;a9"r-S97 ntracto nformation \ Phone: Fax: State License No.: Arc hitec ngineer nformation Phone: Fax: U XI), 700 Ad PERMIT INFOR A Building Permit 121",Square Footage: Construction No. of Dwelling Units: Flood Zone: Electrical Ei New Service No. m o. of AMPS: Mechanical 113 (Duct layout required for new systes) rtga Lender: Add s: ION No. No. of Stories: Plumbing 8"�- New Construction - No. of Fixtures: Fire Sprinkler/Alarm 0 No. of heads: Application is hereby made to obtain a permit to do the work and installations as indicated. l certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OMMENCEMENT MAY RESULT IN YOUR PAYING,TWICE FOR IMPROVEMENTS TO YOFC PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON T JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANC G, CONSULT WITH YOUR LENDER OR AN ATTO EY BEFORE RECORDING YOUR NO E OF COMMENCEMENT. NOTICE: In addition to the\ine rements of this permit, ther y additional r trictions applicable to this property that may be found public records of this n d theke may additional permits required from other governmental enuch as water manage ent dis c state age es, or federal agencies. Acceptance of permit is Lien Law, FS 713. The City of Sanford requires payment to calculate a plan review charge. If tf plan review fee based on past perr construction value when the executed permit is released. Signature of Owner//Agcnf ' \ t 100 hG ICI dC14* PKN Owner/Agent's Name Signature of N4Try-StatelQLp6riN Date I will notify the"biyt%r of the pivpgfy of the requirements of Florida ` MY MISS 984842 'N `OA� BWWWT PIREs' Salon ?p�d� Owner/Agent is V P onally Known to Me or Produced ID Yoe of m APPROVALS: ZONING: ENGINEERING: COMMENTS: Rev 11.08 fee. A cop�< the executed contract is required in order ict is not submitted, we reserve the right to calculate the s. Should calculated charges exceed the documented Red, credit will be applied to your permit fees when the UTILITIES: Signature of Contractor/Agent Date 's Name Signature otary-State of Florida Date Contractor/Agent is Personally Known to Me or Produced ID Type of ID WASTE WATER: BUILDING: L Permit Na Tax Folio No. NOTICE OF COMMENCEMENT State of Florida County of Seminole The undersigned hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is rovided in this Notice of Commencement 1iiauu1111nnianmr1uuit1101Iunmua1il11 MARYANNE NORSE, CLERK OF CIRCUIT COURT SEMINOLE COMITY BK 07416 Pg 09211 Qpg) CLERK'S 0 20100a3294 RECORDED 07/21/2010 08t26i18 AN RECORDING FEES 10.00 RECORDED BY T Saith 1. Description of ro ert(legal description of theproperty, and street address if available —2. General description of improv ent: 'ew -3. Owner information: Name:tj Address: iu vf_ u(v. J -17,z 7% �—%. Interest in property: ) W oc f— c. Name and address of fee simple titleholder (if other than Owner): Name: Address: 4. Contractor Name: Dw yv ep _ Phone number: c. Address: f 5. Surety Name Address: b. Amount of bond: $ 6. Lender: Name: Address: b. Lender's phone number: 7.a. Persons within the State of Florida designated byO e upon whom notices or other documents may be served as provided by Section 7l 3.13(1)(a)7., Florida Statutes: Name. Address: 8.a. In addition to himself or herself, Owner designates of to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. b. Phone number of person or entity designated by owner: 9. Expiration date of notice of commencement (the expiration date is 1 year from the date of recording unless a different date is specified) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART 1, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LEWER OR Aly ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF Signatory's Title/Office The foregoing instrument was acknowledged before me this day of , (year) , by (name of person) as (type of authority, ... e.g. officer, trustee, attorney in fact) for (name of party on behalf of whom instrument was executed) . EON �,LON tt r�1,�'/� SEAL Signature of Notary Public V ro Personally Known E 2 • 901tite� dogotion Type of Identification Produced Ver' c tion ursuant to Secti�• 5 ,�lo{�des: Under penalties of perjury, I declare that 1 have read the foregoing and that the din it are true td;ibest of tiledge and belief. Signature of Natural Person Signir4YRt-t`' Rev. date 3/2008 ' ;DIVED JAN 0 5 NQ CITY OF SAN ORD BUILDING=8�=F1RE=PR TION 511f5 PERMIT APPLICATION Application No: 14of Documented Construction Value: $ 1.00 FL Job Address: U► QHistoric District: Yes ❑ No 11Parcel ID: 30 ' 503 ' OOy C, 1 y Zoning: Description of Work: ,Z, O C#-e1Q SIRC,U.0 Plan Review Contact Person: Phone: Fax: E-mail: Property Owner Information `, Name Do \0(k �' tm_xt Phone: Title: Street: Resident of property? City, State Zip: t)C,n{o d F'L 3 all Contractor Information Name / ``A O i e Phone: Street: 6$30 St�r�pZAg OCy1,.:�e ��� Fax: City, State Zip: Q ( ic.r az I F L• 3 State License No.: E f O O1711� Name: Street: City, St, Zip: Bonding Company: Add ress: Architect/Engineer Information Phone: Fax: E -nail: _ Mortgage Lander: Address: PERMIT INFORMATION Building Permit ❑ Square Footage: Construction Type: No. of Stories: No. of Dwelling Units: Flood Zone: Electrical LDS Plumbing ❑ New Service — No. of AMPS: Mechanical ❑ (Duct layout required for new systems) New Construction - No. of Fixtures: Fire Sprinkler/Alarm ❑ No. of heads: I 'M Application is hereby made to obtain a permit to do the work and installations as indicated. 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 standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that 1 will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment. of a plan review fee. A copy of the executed contract is required in order to calculate a plan review charge. If the executed contract is not submitted, we reserve the right to calculate the plan review fee based on past permit activity levels. Should calculated charges exceed the documented construction value when the executed contract is submitted, credit will be applied to your permit fees when the permit is released. Signature of Owner/Agent Date Print Owner/Agent's Name Signature or Notary -State of Florida Date Owner/Agent is Personally Known to Me or Produced ID Type of ID APPROVALS: ZONING: ENGINEERING: COMMENTS: Rev 11.08 UTILITIES: FIRE: ( /-5 �a Signature ofontr for/Agent Dare Print Contra or/A is Nameo tis/cola Signature of Notary MY COMM ION C E 718072 y 14. EXPIRES: August 2, 2015 ?„ n liorMed Th Notary Public Undenmters l Contractor/Agent is `Personally Known to Me or Produced ID Type of ID WASTE WATER: BUILDING: POWER OF ATTORNEY Date: 11'5[aA01a I hereby name and appoint �� 1`(10Tn �J O r n of ADT Security Services to drop off and pick up permits at the C O T O C Building Department on my behalf for a LOW VOLTAGE SECURITY permit for work to be performed at a location described as: Parcel 35 - I y- 3O SD 3— 0000— 0 -1 q (:) Subdivision F L A L A 0 p l Address of job 14 05 0 • r S{� S ` - Sar4oc . F L 3a-1-1 Owner � CO (\ (AAA `1 lJj A Geome Mandnel i EF0001121 Type or Print Name of Certified Contractor ----�7 AM - Signattue Cemfied Contractor The foregoing ' ent was acknowledged before me this 5 day of 20L by U• who is personally d Vie/who producC as identification anIdicT not take oath. State of Florida County of r G•f\G Notary Public, Semin e County, Florida ElLAURENRAMUTH ,r ►1Y CCAUSSION t EE 118072 UPIRES: August 2,2015 1 % ' E -W ihru Notary Public Underwriters t LAUREN WNAUTH •:Y �:oMMISSION 8 EE 118072 EXPIRES: August 2, 2015 p'. �,;nded 7hru Notary Public Underwriters SCPA Parcel View: 35-19-30-503-0000-0790 Page 1 of 2 David Johnson. CFA Parcel: 35-19-30-503-0000-0790 PROPERTY Owner: HUNT DONALD VSPRAISER COUNTY, FLORIDA Property Address: 1409 W 15TH (& 1411) ST SANFORD, FL 32771 < Back < Previous Parcel Next Parcel > Save Layout Reset Layout New Search Paicel: 35-19-30-503-0000-0790 Property 1409 W 15TH (& 141 1) ST Address: Owner: HUNT DONALD Mailing: 1000 S MAPLE AVE SANFORD, FL 32771 • 2428 Subdivision EL6.-I,QN9—AND COLONI ATION COSLDD_TO Name: SOUTH SANFORD Tax District: Sl -SANFORD Exemptions: DOR Use Code: 00 -VACANT RESIDENTIAL. 'i' iA,. Y• t '�•. NO FOOTPRINT ',�•.'• 3i; i• AVAILABLE FOR i .3 THIS BUILDING t Map Aerial 1 Footprint + F-11 Extents ICenter Larger Map Dual Map View - External Value Summary Tax Amount without SOH: 5215 2011 Tax Bill Amount S21 S Tax Lu[ID WT Save Our Homes Savings: s0 Does NOT INCLUDE Non Ad Valorem Assessments 2012 Working 2011 Certifies Values Value: Valuation Cost/Market Cost/Markel Method - Number of 0 C Buildings Taxing Authority County General Fund Schools City Sanford SJWM(Saint Johns water Management) County Bonds Assessment Value S10'815 $10,815 S10.815 S 10.81 5 $10,815 Depreciated Taxable Value S10.815 S10.815 S)0.815 S10,815 S10.815 Bldg Value Depreciated EXFT Value Land Value S 10,81 5 S10.815 (Market) Book Page 0707 )3_64 03870 1576 Amount Vac/Imp s100 Vacant 5100 Vacant Land Value Ag Find Comparable Sales within this Subdivision J 1L[ Marke S10,815 510,81 5 V u •• Portability Adj Save Our Homes $0 is Adj Amendment 1 s0 SC Adj Assessed Valuel $10,815 S10.81' - Tax Amount without SOH: 5215 2011 Tax Bill Amount S21 S Tax Lu[ID WT Save Our Homes Savings: s0 Does NOT INCLUDE Non Ad Valorem Assessments htip://www.scpafl.org/ParceiDetails.aspx?PID=35-19-30-503-0000-0790 1/4/2012 Legal Description LEG LOT 79 FLA LAND + COLONIZATION COS ADD TO SOUTH SANFORD PB 1 PG 73 jTax Details I - Taxing Authority County General Fund Schools City Sanford SJWM(Saint Johns water Management) County Bonds Assessment Value S10'815 $10,815 S10.815 S 10.81 5 $10,815 Exempt Values so so $0 s0 so Taxable Value S10.815 S10.815 S)0.815 S10,815 S10.815 Sales Deed Date WARRANTY DEED 10/2008 WARRANTY DEED 06/2000 Book Page 0707 )3_64 03870 1576 Amount Vac/Imp s100 Vacant 5100 Vacant Qualified No No Find Comparable Sales within this Subdivision htip://www.scpafl.org/ParceiDetails.aspx?PID=35-19-30-503-0000-0790 1/4/2012 � SCPA Parcel View: 35-19-30-503-0000-0790 Building Information Page 2 of 2 Method Frontage Depth Units Unit Price Land Value FRONT FOOT & DEPTH 50 150 .000 210.00 510,815 Permits Permit # Type Agency Amount CO Date Permit Date Extra Features Description Year Bit Units Value Cost New < Back < Previous Parcel Next Parcel > Save Layout Reset Layout New Search http://www.scpafl.org/ParcelDetails.aspx?PID=35-19-30-503-0000-0790 1/4/2012 RESIDENTIAL SERVICES CONTRACT uo�iugirmii�m CONTRDA E CUSTOMER®�j� ACCOUNT O JNO OB SOU CE ADT Sgduri, Services, Inc. ("ADT" • Customer Name Office Address. � ("Customer" or 'I" or 'me' or 'my') City F1 I I I I I I I I I I I I I I :�i32µ'� JS i� ��'�.'�c�'}�;.�iti���7J��it'''.��(t..-ice rj�,:.'(iJ Tax Exempt No. state ZIP WM Protected Premises' Telephone Tax Expire Date 0 Traditional Phone.. _. .. www.MyADT.com 1.800.ADT.ASAP° Alternate i (1.800.238.2727) Telephone 1 �%� O Home O Cell O Work IF FAMILIARIZATION PERIOD IS Alternate REJECTED INITIAL HERE Telephone 2 O Home O Cell O Work (see Paragraphaph 14 of the Terms and Conditions fo ,explanation) EMAIL Communications Authorization: I authorize ADT to provide me with information and updates about the security system and new ADT and third -party products and services to the contact information provided by me. I may unsubscribe or opt out by emailing donotcontact@ADT.com or by calling 888.DNC4ADT (888.362.4238). Initial here Confirmation of Appointments: 1 authorize ADT to call me using an automated calling device to deliver a pre-recorded message to set/confirm appointments and provide other information and notices about the alarm system at the telephone number(s) provided by me. Initial here Alarm SysteOwnership O Customer•Owned O ADT -Owned I ACKNOWL'EDGE1 AND,AGREE TO EACH OF THE FOLLOWING: (A) THIS CONTRACT CONSISTS OF SIX (6) PAGES. BEFORE SIGNING THIS CONTRACT, I HAVE READ, UNDERSTAND AND AGREE TO EACH AND EVERY TERM OF THIS CONTRACT, INCLUDING BUT NOT LIMITED TO PARAGRAPHS 5 AND 18 OF THE TERMS AND CONDIf IONS. (B) THE INITIAL TERM OF THIS CONTRACT IS THREE (3) YEARS. (C) ADT IS NOT A SECURITY CONSULTANT AND CANNOT ADDRESS ALL OF-MYIPOTENTIAL SECURITY NEEDS. ADT HAS EXPLAINED TO ME THE FULL RANGE OF EQGIPMENT AND SERVICES THAT ADT CAN PROVIDE ME. ADDITIONAL EQUIPMENT AND SERVICES OVER THOSE IDENTIFIED IN THIS CONTRACT ARE AVAILABLE AND MAY BE PURCHASED FROM ADT AT AN ADDITIONAL COST TO ME. I HAVE SELECTED AND PURCHASED ONLY THE EQUIPMENT AND SERVICES IDENTIFIED IN THIS CONTRACT. (D) NO ALARM SYSTEM CAN PROVIDE COMPLETE PROTECTION OR GUARANTEE PREVENTION OF LOSS OR INJURY. FIRES, FLOODS, BURGLARIES, ROBBERIES, MEDICAL PROBLEMS AND OTHER INCIDENTS ARE UNPREDICTABLE AND CANNOT ALWAYS BE DETECTED -OR PREVENTED BY AN ALARM SYSTEM. HUMAN ERROR IS ALWAYS POSSIBLE, AND THE RESPONSE TIME OF POLICE, FIRE AND MEDICAL EMERGENC PERSONNEL IS OUTSIDE THE CONTROL OF ADT. ADT MAY NOT RECEIVE ALARM SIGNALS IF COMMUNICATIONS OR POWER IS INTERRUPTED FOR ANY1REASON. (E) ADT RECOMMENDS THAT I MANUALLY TEST THE ALARM SYSTEM MONTHLY AND ANY TIME I CHANGE TELEPHONE SERVICE, BY CALLING 1.800.ADT.ASAP OR BY LOGGING IN TO WWW.MYADT.COM. (F) THIS_. OWRACT REQUIRES FINAL APPROVAL BY AN ADT AUTHORIZED MANAGER BEFORE ADT MAY PROVIDE ANY EQUIPMENT OR SERVICES, AND IF APPROVAL IS DENIED, THEN THIS CONTRACT WILL BE TERMINATED, AND ADT'S ONLY OBLIGATION WILL BE TO NOTIFY ME OF SUCH TERMINATION AND REFUND ANY AMOUNTS I PAID IN ADVANCE. ADT Representativ Name rn ' # ► Rep. License No. Rep. �� (If Required) ID No. Custo`riiees Approval i0iiginal, Sig nature Required (Must match Customer Name in Section 1 above) p ' NOTICE OF CANCELLATION I, THE CUSTOMER, MAY CANCEL T IS TRANSACTION AT ANY TIME PRIOR TO MIDNIGHT OF THE THIRD BUSINESS DAY AFTER THE DATE OF THIS TRANSACTION. SEE THE ATTACHED NOTICE OF CANCELLATION FORM FOR AN EXPLANATION OF THIS RIGHT. I ACKNOWLEDGE BEING VERBALLY INFORMED OF MY AIGHT'TO CANCEL AT THE TIME OF EXECUTION OF THIS CONTRACT AND RECEIPT OF THIS NOTICE. RESIDENTIAL SERVICES -CONTRACT -~ IIIIIIIIIIIIIIIIIIIUIIIIIIIIIIIIIIIIIIIII�IIIIII +till 5104UE12 CONTDALEAD E ��� A COUNT NO CUSTOMERr 1 ,NO OB � SOURCE "If applicable sales tax not shown, it will be added to the first invoice. 0 N a`a`�ControI ocjpe CPI -V Q Panel �a`°`1 ¢ y , ¢`L Oea��t.�e\LC`PO��APO r��re�PO�PQQ"acPO��s\s Qc��¢ee,.: Comments ow/ Package Name: t Includes: Foyer j Living Room r Family Room ... �- -- r � --, - , 1 -- - r — - 1 .- — - — • - Office ; ng Room — — __ _- •1 Kitchen Laundry Room Hallway Master Bedroom Master Bath Bedroom 2 Bedroom 3 Bath 2 — -� -- - - ---- ��, - --- -- - --jam - OtL Sri•. -Fon. 3a7� 3 , Monthly Service Charge O Initial/Annual Recurring Municipal Fee billed separately (Subject to change based local law) Initial/AnnualFee Standard Monthly Service, Burglary on -- —• Service includes: Customer Monitoring Center Signal O Customer to obtain and pay for initial/annual municipal Receiving and Notification Service for Burglary,alarm Manual Fire and Manual Police Emergency use permit. Failure to obtain andrprovide ADT with the municipal alarm use permit registration number could ,! result in no municipal fire/police response to an alarm r, from the premises and/or a fine. O Standard Monthly Service, Fire/Smoke Detection, Service includes: Customer Monitoring Center Signal ; Municipal Electrical Permit Fee T, $ Receiving and Notification Service for Fire, Manual Fire O Customer to obtain electrical permit and Manual Police Emergency O Carbon Monoxide O Flood O Low Temp I Installation Price - $ E)E:> - ----- - -- -- ------ - _ O Medical Alert ; �—'— 7� L Taxable Amount, O Safewatch Cellguard° - — - -- - - : $ _ -- Non -Taxable Amount O SecurityLink° $ Connection Fee $ O Extended Limited Warranty/Quality Service Plan (QSP) $ �C— Admin Fee - O Guard Response Service t $ Sales Tax on Installation' $ O Other $ Deposit Received $ - Total Monthly Service Charge $ 3971 Balance Due upon Installation* $ W - "If applicable sales tax not shown, it will be added to the first invoice. 0 N a`a`�ControI ocjpe CPI -V Q Panel �a`°`1 ¢ y , ¢`L Oea��t.�e\LC`PO��APO r��re�PO�PQQ"acPO��s\s Qc��¢ee,.: Comments ow/ Package Name: t Includes: Foyer j Living Room r Family Room ... �- -- r � --, - , 1 -- - r — - 1 .- — - — • - Office ; ng Room — — __ _- •1 Kitchen Laundry Room Hallway Master Bedroom Master Bath Bedroom 2 Bedroom 3 Bath 2 — -� -- - - ---- ��, - --- -- - --jam - OtL Sri•. -Fon. 3a7� 3 , SCOTT'S SURVEYING SERVICES, INC. 8 S. HWY, 17-92, SUITE 8-A DEBARY, FL 32713 386-668-7332 DECEMBER 8, 2011 CITY OF SANFORD ELEVATION LETTER ADDRESS OF JOB: 1409 & 1411, W. 15th STREET, SANFORD, FLORIDA 32771'" LEGAL DESCRIPTION: LOT 79, FLORIDA LAND & COLONIZATION, PLAT BOOK 1, PAGES 73, SEMINOLE COUNTY, FLORIDA. THE FINISHED FLOOR ELEVATION OF 101.35 ASSUMED DATUM, BEING ASSUMED IN CENTER OF ROAD AT 100.00 ON THE BUILDING ON THIS SITE MEETS OR EXCEEDS THE REQUIREMENTS SET FORTH IN THE CITY OF SANFORD BUILDING CODE, CHAPTER 18, SEC. 4-A OTT BECHIR P.S.M.#5807 STATE OF FLORIDA SCOTT'S SURVEYING SERVICES, INC. LB # 7442 " BOUNDARY SURVEY " REAL PROPERTY DESCRIP77ON" LOT 79, FLORIDA LAND & COLONIZATION COMPANY'S ADDITION TO SOUTH SANFORD, ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK ;1, PAGE 73, OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA. SANITARY SEWER MANHOLE REC. CONIC. MON. NW CORNER o WOOD IN WELLBOX NSI OF LOT'. -'80 N UTILITY POLE 20'S89'55'057E ,/ 50.00' T VyI HOGVhRE FENCE SET 5/8" CORNER IRON ROD 0.99' SOUTH & CAP 3.13' WEST . #5807 x D I >, Z I Z i, 0 I I 5.0' HOGWIRE FENCE/WOOD FENCE CORNER 1.48' NORTH 2.63' EAST SET 5/8- 20' IRON ROD & CAP #5807 o STREET SURVEYORS CER77FICATE: _15TH 40R/W S89'55'05"E 50.00' EDGE OF PAVEMENT O N LOT 80 p Q _ `\ I FLA. LAND SET 5/8" IRON ROD CO.'S ADD. TO 3 CONC.CONI. #5807 WALK WALK c I COLONIZATION W W o CO.'S ADD. TO O C) (� S. SANFORD I O Z P.B. 1, PG. P.B. 1, PG. 73 0 W Ln FLA. LAND I & G E N D CON, - CONCRETE w COLONIZATION - WATER METER O Z i, 0 I I 5.0' HOGWIRE FENCE/WOOD FENCE CORNER 1.48' NORTH 2.63' EAST SET 5/8- 20' IRON ROD & CAP #5807 o STREET SURVEYORS CER77FICATE: _15TH 40R/W S89'55'05"E 50.00' EDGE OF PAVEMENT O N S89 5'05"E '5 .00' FENCE CORNER CONCRETE _ `\ DRIVE SET 5/8" IRON ROD CO.'S ADD. TO & CAP CONC.CONI. #5807 WALK WALK & CAP CADD DWG FILE: 08-171 I CHAIN LINK FENCE CORNER o0 20.80 0 1.73' EAST o c — 5.02' 1 -STORY CONCRETE O BLOCK DUPLEX P.B. 1, PG. /1409 do 1411 O LOT 78 Ln FLA. LAND 9 in o & G E N D CON, - CONCRETE w COLONIZATION - WATER METER Q CO.'S ADD. TOS. A/C - AIR CONDITIONER GLF. - CHAIN LINK FENCE I. P.B. 1, PG.R'73 El 0 CONIC. SURVEYORS CER77FICATE: AC PADS S89'55'05"E 50.00' LOT 79 CHAIN LINK w, FLA. LAND FENCE CORNER & 5.19' NORTH COLONIZATION 0.07' WEST CO.'S ADD. TO SET 5/8" S. SANFORD IRON ROD P.B. 1, PG. 73 & CAP CADD DWG FILE: 08-171 I #5807 X — 4. BEARINGS ARE BASED ON THE CENTERUNE OF OLEANDER AVENUE ASSUMED AS SURVEYORS CER77FICATE: BEING N. 00'00'00 E. S89'55'05"E 50.00' SET FORTH BY THE FLORIDA BOARD OF PROFESSIONAL SURVEYORS 5. HAVING CONSULTED THE NATIONAL FLOOD INSURANCE PROGRAM FIRM. AND MAPPERS IN CHAPTER 61,17-6, FLORIDA AD ATIVE CODE, AND I HAVE DETERMINED THAT THE SUBJECT PROPERTY UES IN ZONE *X', LOT 82 NOT A SPECIAL FLOOD AREA PER FIRM PANEL 0 12117COD70 F. DATED SEPTEMBER 28, 2007, SEMINOLE COUNTY, FLORIDA. CLIENT. DONALD HUNT SCOTT BECHIR, P.S.M. kk LAND & COLONIZATION PROFESSIONAL SURVEYOR & MAPPER CADD DWG FILE: 08-171 I FLORIDA REGISTRATION NUMBER 5807 COMMENTS FIELD DATE OFFICE DA7E CO.'S ADD. TO S. SANFORD SCOTT'S SURVEYING SERVICES, INC. FINAL SURVEY A.H. 12/8/11 .S:R.S. 1218/11 LB # 7442 P.B. 1, PG. 73 DEBARY, FLORIDA PH. (386) 668-7332 FAX 668-7337 -A B B R E V I A T P.R.M. - PERMANENT REFERENCE MONUMENT C. - CONCRETE MONUMENT 1 EL O N L E - ELEVATION G E N D CON, - CONCRETE W.N. - WATER METER P.O.G - POINT OF COMMENCEMENT P.B. - PLAT BOO( A/C - AIR CONDITIONER GLF. - CHAIN LINK FENCE F.H. - FIRE HYDRANT P.C. - POINT OF CURVATURE • Pp. - PAGE TYP. - TYPICAL W.F. - WOOD FENCE N d D - NAIL AND DISC P.R.C. - POINT OF REVERSE CURVATURE N.R. - NON-RA41AL U.E - UTILITY EASEMENT C & G - CURB 3 GUTTER B.M. -BENCH MARK P.C.C. - PONT OF COMPOUND CURVATURE RAD. - RADIAL D.E. - ORADIAGE EASEMENT CATV - CABLE TELEVISION RISER PKAT. - PAVEMENT P.T. - PONT OF TANGENCY R. - RAIXUS F.F. - F11R9iE0 FLOOR TELE - TELEPHONE RLSER F.B. - FIELD BOOT( NT OF INTERSECTION L - ARC U GTN P.I. - PON B.S. - BUILDING SETBACK TRANS - TRANSFORMER PAD M.H. - MANNULE P.GP. - PERMANENT CONTROL PONT G - DELTA C.B.S. - CONCRETE BLOCK STRUCTURE L.P. - LIGHT POLE (A) - ACTUAL P.O.L. - PONT ON UNE R.P. - RADIUS POINT {{P)) - PLAT P.P. - POWER POLE NSI - NO SURVEYOR C.B. - CHORD BEARING R/W - RIGHT-OF-WAY MEASURED N.NATURAL GROUND IDENTIFICATION T.B. - TANGENT BEARING f - CENTER UNE C lM3 - CALCULATED SOL R. - SQUARE FEET FWD - FOUND SURVEYORS NOTES, CERAFIED TO: REG - RECOVERED 1. NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL RAISED DONALD HUNT SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. 2. THE 'REAL PROPERTY DESCRIPTION' SHOWN HEREON IS IN ACCORDANCE WITH THE DESCRIPTION PROVIDED BY THE CLIENT. 3. NO UNDERGROUND IMPROVEMENTS OR VISIBLE INSTALLATIONS, HAVE BEEN LOCATED OTHER THAN SHOWN. 4. BEARINGS ARE BASED ON THE CENTERUNE OF OLEANDER AVENUE ASSUMED AS SURVEYORS CER77FICATE: BEING N. 00'00'00 E. THIS IS TO CERTIFY THAT THIS SURVEY MEETS THE MINIMUM TECHNICAL STANDARDS SET FORTH BY THE FLORIDA BOARD OF PROFESSIONAL SURVEYORS 5. HAVING CONSULTED THE NATIONAL FLOOD INSURANCE PROGRAM FIRM. AND MAPPERS IN CHAPTER 61,17-6, FLORIDA AD ATIVE CODE, AND I HAVE DETERMINED THAT THE SUBJECT PROPERTY UES IN ZONE *X', PURSUANT TO SECTION 472.027, FLORIDA STA NOT A SPECIAL FLOOD AREA PER FIRM PANEL 0 12117COD70 F. DATED SEPTEMBER 28, 2007, SEMINOLE COUNTY, FLORIDA. CLIENT. DONALD HUNT SCOTT BECHIR, P.S.M. JOB NUMBER: 08-171 PROFESSIONAL SURVEYOR & MAPPER CADD DWG FILE: 08-171 I FLORIDA REGISTRATION NUMBER 5807 COMMENTS FIELD DATE OFFICE DA7E BOUNDARY SURVEY G.M. 10/14/08 ' D.A.P. 10/16108 SCOTT'S SURVEYING SERVICES, INC. FINAL SURVEY A.H. 12/8/11 .S:R.S. 1218/11 LB # 7442 8 S. HWY. 17-92, SUITE 8-A DEBARY, FLORIDA PH. (386) 668-7332 FAX 668-7337 CITY OF SANFORD P.O. BOX 1788 SANFORD FL 327721788 C E R T I F I C A T E O F O C C U P A N C Y P E R M A N E N T Issue Date . . . . . . 12/19/11 Parcel Number . . . . . 35.19.30.503-0000-0790 Property Address . . . 1409 1411 W 15TH ST SANFORD FL 32771 Subdivision Name . . . Legal Description . . . Property Zoning . . . . MULTIPLE FAMILY Owner . . . . . . . . . Hunt, Donald Contractor . . . . . . Application number 10-00001453 000 000 Description of Work NEW TWO FAMILY BUILDINGS Construction type . . . TYPE IIB Occupancy type . . . . RESIDENTIAL USE GROUP Flood Zone . . . . . . NONE Approved . . . . . . . VOID UNLESS SIGNED BY BUILDING OFFICIAL In accordance with this Certificate of Occupancy, all inspections for compliance with Florida Building Code 2007 for occupancy and use have been performed and approved. If the construction project was permitted and built under the owner/builder contractor exemption of Florida State statute 489.103; refer to state statute regarding limitations on renting, lease or sale of this property. Building Official Dan Florian Re: Donald K Hunt 1409 & 1411 W 15'" St Sanford, FI 32771 Dear Mr, Florian I am requesting if possible that I may obtain a final inspection for my CO without putting in the outside air condition units, due to theft of a/c units in the area. The outside units will be installed before I move into the place. If needed I could have an inspector come look at the outside units. Thank You. Sincerely ota Donald K. Hunt Jr REC h� . MAY 2 3 'D 2011 CITY OF SANFORD BY:_ BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: 1 G— k 4 53 Documented Construction Value: $' 2 2 D D Job Address: u. /5 & Historic District: Yes ❑ No ❑ Parcel ID: Description of Work: Plan Review Contact Person: Phone: Fax: fc1el< ing: E-mail: Title: Property Owner Information Name 11_'_O✓lc, (d 9(1/1 I Phone: ,321- 2 % Street: 161) n 'p 14yeResident of property? City, State Zip: 5Ajt/4 rd 32�% Contractor Information Name Phone: Street: City, State Zip: Name: Street: City, St, Zip: Bonding Company: Address: Building Permit O Fax: State License No.: Arch itecVEngineer Information Phone: Fax: E-mail: Mortgage Lender: Address: PERMIT INFORMATION Square Footage: _2 ii 6 Construction Type: No.'of Stories: No. of Dwellm Units: Electrical Flood Zone: New Service;(Duct of AMPS: ),b0 Mechanical layout required for new systems) Plumbing 13 New Construction - No. of Fixtures: Fire Sprinkler/Alarm O No. of heads: Application is hereby made to obtain a permit to do the work and installations as indicated. 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 standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, beaters, tanks, and air conditioners, etc. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee. A copy of the executed contract is required in order to calculate a plan review charge. If the executed contract is not submitted, we reserve the right to calculate the plan review fee based on past permit activity levels. Should calculated charges exceed the documented construction value when the executed contract is submitted, credit will be applied to your permit fees when the permit ' released. K 114L 51.23111 Signature of Owner/Agent Da Signature of Contractor/Agent Date Print Owner/Agent's Name Signature of Notary -State o rida Date Owner/Agent is Produced ID APPROVALS: COMMENTS: Rev 11.08 qua .11 gplo Me or UTILITIES: FEE►DIo�', =w FIRE: Print Contractor/Agent's Name Signature of Notary -State of Florida Date Contractor/Agent is Personally Known to Me or Produced ID Type of ID WASTE WATER: BUILDING: COUNTY OF SEMINOLE IMPACT FEE STATEMENT STATEMENT NUMBER: 11100000 BUILDING APPLICATION #: 11-10000063 BUILDING PERMIT NUMBER: 11-10000063 UNIT ADDRESS: W. 15TH ST. 1409 & 1411 TRAFFIC ZONE:022 JURISDICTION: SEC: TWP: RNG: SUF: SUBDIVISION: PLAT BOOK: PLAT BOOK PAGE: OWNER NAME: ADDRESS: DATE: March 07, 2011 35-19-30-503-0000-0790 PARCEL: BLOCK: TRACT: LOT: APPLICANT NAME: DONALD HUNT ADDRESS: 1000 MAPLE AVE SANFORD FL 32771 LAND USE: NEW DUPLEX TYPE USE: WORK DESCRIPTION: CITY-SANFORD SPECIAL NOTES: 1409 & 1411 W. 15TH ST/LOT 79/ DUPLEX -------------------------------------------------------------------------------- FEE BENEFIT RATE UNIT CALC UNIT TOTAL DUE TYPE DIST SCHED RATE UNITS TYPE -------------------------------------------------------------------------------- ROADS-ARTERIALS CO -WIDE ORD Condominium* 379.00 2.000 dwl unit ROADS -COLLECTORS N/A Condominium* .00 2.000 dwl unit FIRE RESCUE N/A LIBRARY CO -WIDE ORD Condominium* 54.00 2.000 dwl unit SCHOOLS CO -WIDE ORD 2,450.00 2.000 dwl unit PARKS N/A N/A LAW ENFORCE N/A DRAINAGE N/A AMOUNT DUE STATEMENT' RECEIVED BY SIGNATURE: `/ LEASE PRINT NAME) DA E:X y9A NOTE TO RECEIVING SIGNATORY/APPLICANT: FAILURE TO OTIFY OWNER AND ENSURE TIMELY PAYMENT MAY RESULT IN YOUR LIABI Y FOR THE FEE. *** DISTRIBUTION: 1 -BLDG DEPT 3 -APPLICANT 2 -FINANCE 4 -LAND MANAGEMENT **NOTE** PERSONS ARE ADVISED THAT THIS IS A STATEMENT OF FEES DUE UNDER THE SEMINOLE COUNTY ROAD, FIRE/RESCUE, LIBRARY AND/OR EDUCATIONAL ISSUANCE OF A BUILDING PERMIT. PERSONS ARE ALSO ADVISED THAT ANY RIGHTS OF THE APPLICANT, OR OWNER, TO APPEAL THE CALCULATION OF ANY OF THE ABOVE MENTIONED IMPACT FEES MUST BE EXERCISED BY FILING A WRITTEN REQUEST WITHIN 45 CALENDAR DAYS OF THE RECEIVING SIGNATURE DATE ABOVE BUT NOT LATER THAN CERTIFICATE OF OCCUPANCY OR OCCUPANCY. THS REQUEST FOR REVIEW MUST MEET THE REQUIREMENTS OF THE COUNTY LAND DEVELOPMENT CODE. COPIES OF RULES GOVERNING APPEALS MAY BE PICKED UP OR REQUESTED, FROM THE PLAN IMPLEMENTATION OFFICE: 1101 EAST FIRST STREET, SANFORD FL, 32771; 407-665-7356. 758.00 .00 .00 108.00 4,900.00 .00 .00 00 5,766..00 PAYMENT SHOULD BE MADE TO: SEMINOLE COUNTY OR CITY OF SANFORD BUILDING DEPARTMENT 1101 EAST FIRST STREET SANFORD, FL 32771 PAYMENT SHOULD BE BY CHECK OR MONEY ORDER AND SHOULD REFERENCE THE COUNTY BUILDING PERMIT NUMBER AT THE 'OP LEFT OF THIS STATEMENT. ***THIS STATEMENT IS NO LONGER VALID IF A BUILDING PERMIT IS NOT*** ISSUED WITHIN 60 CALENDAR DAYS OF THE RECEIVING SIGNATURE DATE ABOVE * DETAIL OF CALCULATION AVAILABLE UPON REQUEST. CALL 407-665-7356. n r rn 17-41 V. 4 Permit No. Tax Folio No. 35 19 - 30 - Sd i " c)660-- 0790 NOTICE OF COMMENCEMENT State of Florida County of Seminole The undersigned hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement ilnlil111011111111bloom 111rn1I�n1QIDnlllltll IMRYNK ►IBRGE, CLERK OF CIRCUIT COURT SENDME COUNTY BK 07337 Pg 0400; tlpg) CLERK'S # 2011023943 RECORDED 03/07/2011 02s31sZ5 PN RECORDING FEES 10.00 RECORDED BY T Snith 1. Description,of prp perty: legal description of tproperty, and street address if available) lelo ( iv /S -fX .5J— SA�%o��( Fr 77 `2. General description of improve ent: N fw It, T-3. Owner information: Name: 1 c.✓� Address: 1 (i % 'b. Interest in property: V W h P12 c. Name and address of fee simple titleholder (if other than Owner): Name: Address: 4. Contractor Name: 0 LL)V etz Phone number: -21- A 9-.S�I Z c. Address: envt 5. Surety Name CE _ Address:wwo'Nor- b. Amount of bond: $ C1LERK O NTy, FlANDD 6. Lender: Name: ICO Address: b. Lender's phone number: of nn A 7.a. Persons within the State of Florida designated by Owner upon whom notices or other documents may rl�s L provided by Section 713.13(1)(a)7., Florida Statutes: Name: Address: 8.a. In addition to himself or herself, Owner designates of to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. b. Phone number of person or.entity designated by owner: 9. Expiration date of notice of commencement (the expiration date is 1 year from the date of recording unless a different date is specified) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNL-R AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART 1, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDEI�OR 31 ATTY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMM E NT. rte+—v—�- Signature of Owncr or Owner's ut orized Officer/Director/Partncr/Manager Signatory's Title/Office The foregoing instrument was acknowledged before me this day of , (year) , by (name of person) as (type of authority.... stee, attorney in fact) for (name of party on behalf of whom instrument was executed) . 3; (SEAL) Signatd.' tali Ilbbli�;—„� 4 Personal,' w ' 1 6 c6-2. 4 Produced Identification Type of Identification Produced Verificaf rsuant —2.525, Florida Statutes: Under penalties of perjury, I declare that I have read the foregoing and that the facts caro a best of my knowledge and belief. 'Luit�llt►`` _ fHIS IN'SjkyUN1L(VT PREPARED BY: Signature of Natural Person igning Above NAME i Rev. date 3/2008 �V py PdC /e �if ADDR. LS' N ,2 )q D7?/ PLANNING AND DEVELOPMENT SERVICES DEPARTMENT ��s�i www.sanfordfl.gov MAILING ADDRESS March 30, 2010 CITY OF SANFORD POST OFFICE BOX 1788 0� SANFORD, FL 32772-1788 Mr. Donald Hunt 810 Willow Avenue PHYSICAL ADDRESS Sanford, FL 32771 CITY HALL 300 NORTH PARK AVENUE RE: Minor Conditional Use request for 1409-1411 W. 15th Street SANFORD, FL 32771-1244 Dear Mr. Hunt: TELEPHONE 407.688.5140 On March 30, 2010, the Administrative Official, pursuant a recommendation made by FACSIMILE the Development Review Team, approved the Minor Conditional Use request to allow 407.688.5141 a 2,446 square foot two family residence (duplex) with the following conditions: CITY COMMISSION 1. It shall be built with stem wall construction; 2. The front yard setback shall be a minimum of 30 feet to LINDA KUHN accommodate the necessary required parking; MAYOR 3. Each unit shall be constructed with a garage as depicted on the ART WOODRUFF proposed floor plan; DISTRICT 1 4. The structure shall be constructed with one single 6" lateral DR. VELMA H. WILLIAMS sewer line, but must include two clean outs and service lines, one DISTRICT 2, VICE MAYOR for each unit; RANDY JONES 5. The site is required to either install a sidewalk along the linear DISTRICT 3 frontage of 15th Street or to contribute to the City's sidewalk JACK T. BRIDGES fund; and DISTRICT 4 6. Owner shall pay After the Fact building permit fees. Be on notice that appeals of the above decision may be made to the City Commission ROBERT (SHERMAN) YEHL by any person aggrieved or by any officer, board or agency of the City including the CITY MANAGER City Commission within thirty (30) calendar days of the Administrative Official's action. The applicant shall be required to withhold all action on the property until'the 31 st day past the date noted above. If you have any questions please call this office. Respectfully, CITY OF SANFORD 6J4. Eileen Hinson Senior Planner EH/mm T:\Development Review\I 1-DRT Agenda-CoverMemos\Lepl Ads R Letters\2010\1409.1411 W. 15th Street.Minor Cond Use.doc 747%aN #6r# E FORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 84 The lower the EnergyPerformance Index, the more efficient the home. 1409 West 15th Street, Sanford, FI, 1. New construction or existing New (From Plans) 9. Wall Types Insulation Area 2. Single family or multiple family Multi -family a. Concrete Block - Int Insul, Exterior R=4.0 685.36 fl' b. Frame - Wood, Adjacent R=11.0 156.80 fl' 3. Number of units, if multiple family 1 c. NIA R= fl' 4. Number of Bedrooms 2 d. NIA R= H' 5. Is this a worst case? No 10. Ceiling Types Insulation Area 6. Conditioned floor area (fl3) 1000 a. Under Attic (Vented) R=30.0 1000.00 H' b. N/A R= ft' 7. Windows" Description Area c. N/A R= Il' a. U -Factor: Sgt, U=0.80 55.60 ft' SHGC: SHGC--0.35 11. Ducts b. U -Factor. N/A Its a. Sup: Attic Ret: Attic AH: Interior Sup. R= 6, 200 ft' SHGC: 12. Cooling systems c. U -Factor: N/A ft' a. Central Unit Cap: 24.0 kBtu/hr SHGC: SEER: 14 d. U -Factor: N/A as 13. Heating systems SHGC: a. Electric Heat Pump Cap: 24.0 kBtu/hr e. U -Factor: N/A ft' HSPF:8.4 SHGC: 14 . Hot water systems 8. Floor Types Insulation area a Electric Cap: 40 gallons a. Slab -0n -Grade Edge Insulation R=0.0 1000.00 ft' EF: 0.92 b. NIA R= fl' b. Conservation features c. N/A fl R= fl' None 15. Credits None I certify that this home has complied with the Florida Energy Efficiency Code for Building Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Code compliant features. Builder Signature: Address of New Home: 1409 West 15th Street Date: City/Fl- Zip: Sanford, FI '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. EnergyGauge® USA - FlaRes2008 HERMIT # - . FORM 1100A-08 OFFICE FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Performance Method A Project Name: M Builder Name: Owner Street: S Permit Office: Sanford City, State, Zip: Sanford, Fl , Permit Number: /O -/yf,3 Owner. Donald Hunt Jurisdiction: 691500 Design Location: FL, Sanford 1. New construction or existing New (From Plans) 9. Wall Types Insulation Area Z Single family or multiple family Multi -family a. Concrete Block - Int Insul, Exterior R=4.0 685.36 ft= b. Frame - Wood, Adjacent R=11.0 156.80 fla 3. Number of units, if multiple family 1 a N/A R= ft2 4. Number of Bedrooms 2 d. N/A R= ft' 5. Is this a worst case? No 10. Ceiling Types Insulation Area 6. Conditioned floor area (ft') 1000 a. Under Attic (Vented) R=30.0 1000.0011= b. NIA R= fl= 7. Windows Description Area a N/A R= fla a. U -Factor: Sgl, U=0.80 55.60 fla SHGC: SHGC--0.3511. Ducts b. U -Factor: N/A fla a. Sup: Attic Ret: Attic AH: Interior Sup. R= 6, 200 fla SHGC: 12. Cooling systems c. U -Factor: N/A fla a. Central Unit Cap: 24.0 kBtu/hr SHGC: SEER: 14 d. LI -Factor: N/A fla 13. Heating systems SHGC: a. Electric Heat Pump Cap: 24.0 kBtu/hr e. U -Factor: N/A fta HSPF:8.4 SHGC: 14. Hot water systems 8. Floor Types Insulation Area a. Electric Cap: 40 gallons a. Slab -On -Grade Edge Insulation R=0.0 1000.00 fta EF: 0.92 b. N/A R= fl= b. Conservation features c. WA R= ' fl None 15. Credits None Total As -Built Modified Loads: 22.22 Glass/Floor Area: 0.056 PASS Total Baseline Loads: 26.45 1 hereby certify that the -plans and specifications vexed by Review of the plans and O� THE Srq�,� this calculation a in compli ce vigen! specifications covered by this Code. calculation indicates compliancewith the Florida Energy Code.So em Enrvices PREPARED BY: Before construction is completed DATE: 04-16-10 this building will be inspected for ; s compliance with Section 553.908 I hereby certify that this building, as designed, is in compliance Florida Statutes. with the Florida Energy Code. Op WE t¢ OWNER/AGENT: BUILDING OFFICIAL: DATE: DATE: - Compliance requires certification by the air handler unit manufacturer that the air handler enclosure qualifies as certified factory -sealed in accordance with N1110.A.3. 4/16/2010 4:58 PM EnergyGaugeO USA - FlaRes2008 Page 1 of 5 4/162010 4:58 PM EnergyGauge® USA - RaRes2008 Page 2 of 5 PROJECT Title: Duplex-ftht Side -0413001 Bedrooms: 2 Adress Type: Street Address Building Type: FLAsBuilt Conditioned Area: 1000 Lot # Owner: Donald Hunt Total Stories: 1 SubDivision: # of Units: 1 Worst Case: No PlatBook: Builder Name: Owner Rotate Angle: 0 Street: 1409 West 15th Street Permit Office: Sanford Cross Ventilation: County: Seminole Jurisdiction: 691500 Whole House Fan: City, State, Zip: Sanford , Family Type: Multi -family Fl , New/Existing: New (From Plans) Comment: CLIMATE 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, Sanford FL_ORLANDO_SANFOR 2 39 93 75 70 677 44 Medium FLOORS # Floor Type Perimeter R -Value Area Tile Wood Carpet 1 Slab -On -Grade Edge Insulatio 109.6 It 0 1000 ff= 0.25 0 0.75 ROOF Roof Gable Roof Solar Deck # Type Materials Area Area Color Absor. Tested Insul. Pitch 1 Gable or shed Composition shingles 1083 ft' 208 ft' Medium 0.96 No 0 22.6 deg ATTIC / V # Type Ventilation Vent Ratio (1 in) Area RBS IRCC 1 Full attic Vented 300 1000 ft' N N CEILING # Ceiling Type R Value Area Framing Frac Truss Type 1 Under Attic (Vented) 30 1000 ft' 0.11 Wood WALLS Cavity Sheathing Framing Solar # Omt Adjacent To Wall Type R -Value Area R -Value Fraction Absor. 1 N Exterior Concrete Block - Int Insul 4 77.36 fN 0 0.75 2 W Exterior Concrete Block - Int Insul 4 448 ft' 0 0.75 3 S Exterior Concrete Block - Int Insul 4 160 ft' 0 0.75 4 N Garage Frame - Wood 11 156.8 ft' 0 0.01 4/162010 4:58 PM EnergyGauge® USA - RaRes2008 Page 2 of 5 4/162010 4:58 PM EnergyGauge® USA - FlaRes2008 Page 3 of 5 DOORS # Omt Door Type Storms U -Value Area 1 2 N Wood N Wood None 0.460000 21 ft= None 0.460000 18.97000 WINDOWS Orientation shown is the entered, asBuilt orientation. # Omt Frame Panes Overhang NFRC U -Factor SHGC Storms Area Depth Separation Int Shade Screening 1 2 W Metal Low -E Single W Metal Low -E Single Yes 08 0.35 N 32.40000 2 ft 0 in 1 ft 0 in HERS 2006 Yes 0.8 0.35 , N 23.19999 2 It 0 in 1 ft 0 in HERS 2006 None None INFILTRATION & VENTING V Method SLA — Forced Ventilation — Run Time CFM 50 ACH 50 ELA EgLA Supply CFM Exhaust CFM Fraction Fan Watts Default 0.00036 944 7.08 51.8 97.5 0 cfm 0 ctm 0 0 GARAGE # Floor Area Ceiling Area Exposed Wall Perimeter Avg. Wall Height Exposed Wall Insulation 1 190 ft° 190 W 20.33 ft 8 ft (invalid) COOLING SYSTEM # System Type Subtype Efficiency Capacity Air Flow SHR Ducts 1 Central Unit None SEER: 14 24 kBhdhr 720 cfm 0.75 sys#1 HEATING SYSTEM It System Type Subtype Efficiency Capacity Ducts 1 Electric Heat Pump None HSPF: 8.4 24 kBtu/hr sys#1 HOT WATER SYSTEM # System Type EF Cap Use SetPnt Conservation 1 Electric 0.92 40 gal 50 gal 120 deg None SOLAR HOT WATER SYSTEM FSEC Cert # Company Name Collector Storage System Model # Collector Model # Area Volume FEF None None H= DUCTS # — Supply — Location R -Value Area — Return — Air Percent Location Area Leakage Type Handler CFM 25 Leakage ON RLF 1 Attic 6 200 ft' Attic 200 W Default Leakage Interior (Default) (Desault) % 4/162010 4:58 PM EnergyGauge® USA - FlaRes2008 Page 3 of 5 4/162010 4:58 PM EnergyGauge® USA - FlaRes2008 Page 4 of 5 TEMPERATURES Programable Thermostat: None Ceiling Fans: Coolin Jan Heating Jan M Feb Feb Mar Mar r Apr Ma 0May Jun Jun Jul 0Jul Au 0Aug Se Sep Oct Oct Nov Nov Dec Dec Venting Jan X Feb Mar Apr May Jun Jul Aug X Sep Oct X Nov Dec 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 78 78 78 78 PM 78 78 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 Healing (WD) AM 68 68 68 68 68 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 68 68 Heating (WEH) AM 68 68 68 68 68 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 68 68 4/162010 4:58 PM EnergyGauge® USA - FlaRes2008 Page 4 of 5 • FORM 1100A-08 Code Compliance Cheklist Residential Whole Building Performance Method A - Details ADDRESS: 1409 West 15th Street PERMIT #: Sanford, FI, INFILTRATION REDUCTION COMPLIANCE CHECKLIST COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE CHECK Exterior Windows & Doors NI106.AB.1.1 Maximum: .3 cfm/s .ft. window area; .5 cfm/s .ft. door area. X Exterior & Adjacent Walls N1106.AB.1.2.1 Caulk, gasket, weatherstrip or seal between: windows/doors & X frames, surrounding wall; foundation & wall sole or sill plate; joints Swimming Pools & Spas N1112.AB.2.3 between exterior wall panels at comers; utility penetrations; X between wall panels & top/bottom plates; between walls and floor. N/A EXCEPTION: Frame walls where a continuous infiltration barrier is installed that extends from, and is sealed to, the foundation to the Shower heads N1112.AB.2.4 top plate. X Floors N1106AB.1.2.2 Penetrations/openings > 1/8" sealed unless backed by truss or Air Distribution Systems N1110.AB joint members. N/A EXCEPTION: Frame floors where a continuous infiltration barrier X 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; HVAC Controls NI 107.AB.2 around shafts, chases, soffits, chimneys, cabinets sealed to X continuous air barrier; gaps in gyp board & top plate; attic access. X EXCEPTION: Frame ceilings where a continuous infiltration barrier Insulation N1104.AB.1 is installed that is sealed at the perimeter, at penetrations and X N1102.B.1.1 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 X insulation; or Type IC with < 2.0 cfm from conditioned space, tested. Multi -story Houses NI 106.AB.1.2.5 Air barrier on perimeter of floor cavity between floors. N/A Additional Infiltration reqts NI 106.AB.1.3 Exhaust fans vented to outdoors, dampers; combustion space X 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 N112ABC.3. Switch or clearly marked circuit breaker (electric) or cutoff (gas) must be X rovided. Exlemet or built-in heat trap re aired. 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 N/A 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 X 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 X accordance with the criteria of Section Nil 10.AB. Ducts in unconditioned attics: R-6 min. insulation. HVAC Controls NI 107.AB.2 Separate readily accessible manual or automatic thermostat for X each system. Insulation N1104.AB.1 Ceilings -Min. R-19. Common walls -frame R-11 or CBS R-3 both X N1102.B.1.1 sides. Common ceiling & floors R-11. 4/16/2010 4:58 PM F.nergyGauge® USA - FlaRes2008 Page 5 of 5 Florida Code Summary Report Donald Hunt Title: Duplex -Right Side -0413001 TMY City. FL ORLANDO SAN 1409 West 15th Street FLAsBuilt Elec Utfl: Florida Average Sanford, FI, Gas Util: Florida Average Registration #: Run Date: Energy Uses Baseline Home As -Built Home a -Ratio Heating 0.80 MBtu 0.45 MBtu 0.57 Cooling 7.81 MBtu 6.28 MBtu 0.80 Hot Water 7.15 MBtu 7.15 MBtu 1.00 Total 15.76 MBtu 13.89 MBtu 0.88 Building Loads Baseline Home As -Built Home a -Ratio Heating 1.43 MBtu 0.82 MBtu` 0.57 Cooling 18.49 MBtu 14.88 MBtu; 0.80 Hot Water 6.53 MBtu 6.53 MBtu' 1.00 Total 26.45 MBtu 22.22 MBtu 0.84 normalized modified loads Glass/Floor Area: 0.056 Total As -Built Modified Loads: 22.22 PASS Total Baseline Loads: 26.45 4/16/2010 5:04 PM EnergyGauge® USA - FlaRes2008 / Page 1 of 1 PERMIT # OFFICE * J-MASTER(c) * 04-16-2010 RESIDENTIAL HEAT GAIN / HEAT LOSS CALCULATION (BASED ON A.C.C.A. MANUAL J - EIGHTH EDITION (c) 2003 by A.C.C.A.) Project name : Duplex I Prepared by: Address I Southern Energy Eval Ser City/State Sanford 1122 East Minnesota Ave. Owner Donald Hunt I Orange City, Fl 32763 Builder Owner 11 -800 -329 -SEES (7337) HVAC contr. I FAX:1-800-639-SEES(7337) ---------------------------------------------------------------------------- Cond Flr Area = 1000 (Total Glass Area = 55.6 I Zone Faces: East Conditioned Floor Area to Total Glass Area Ratio = 5.68 ---------------------------------------------------------------------------- * USA Climatic Conditions 6 Design Conditions Geographical Location I Sanford, FLORIDA North Latitude / Elevation 128 Deg. 14 Ft.Above Sea Level Outdoor Winter Dry Bulb 138 Deg.F Indoor Winter Dry Bulb 174 Deg.F Winter Temp. Diff. (wTd) 136 Deg.F Outdoor Sumner Dry Bulb I 93 Deg . F Outdoor Summer Wet Bulb 176 Deg.F Outdoor Summer Hum. Ratio Gr/Lb 137 Indoor Summer Relaltive Hum. 150 % Indoor Summer Design Gr/Lb. 144 Indoor Summer Dry Bulb 175 Deg.F Summer Temp.Diff.(sTd) 118 Deg.F Summer Daily Range 117 Deg.F (Medium Deviation) ---------------------------------------------------------------------------- * HEATING SUMMARY * 0413002.MAX * COOLING SUMMARY * ---------------------------------------------------------------------------- SUBTOTAL = 17857.73 I STRUCTURE SENSIBLE = 8212.30 1 OCCUPANT/APPLIANCE + 4260.00 I SUBTOTAL SENSIBLE = 12472.30 DUCT LOSS + 892.88 I DUCT GAIN + 1247.22 TOTAL LOSS = 18750.61 I TOTAL SENSIBLE = 13719.52 MECH.VENT- 100 Cfm + 3960.00 ( MECH.VENT- 100 Cfm + 1980.00 TEMP.SWING @ 30/950 x 1.00 EQUIPMENT LOSS = 22710.61 1 EQUIPMENT SENSIBLE = 15699.52 ------------------------------------- TOTAL LATENT + 5311.06 ------------------------------------- SENSIBLE + LATENT = 21010.58 20% OVERSIZE FACTOR + 4542.12 1208 SENS.OVRSZE FTR = 3139.90 ACTUAL+208 OVERSIZE = 27252.73 I SENS. + 20% OVERSIZE = 18839.42 ---------------------------------------------------------------------------- * EQUIPMENT SELECTION * ---------------------------------------------------------------------------- EQT. MANUF SENSIBLE CLG_18000 (BTUH) CU MOD # LATENT CLG _6000 (BTUH) AHD MOD # TOTAL CLG _24000 (BTUH) HTG INPUT _24000 (BTUH) TONAGE 2.0 HTG OUTPUT -24000 (BTUH) (S)EER 14 HTG CFM _800 (BTUH) CLG CFM _800 AFUE/HSPF 8.4 TYPE HP * AIR FLOW FACTORS * HTG FACTOR = .0363096 BTUH per CFM CLG FACTOR = .0523583 BTUH per CFM STRUCTURE DESIGN CFM-- 807.6 SENSIBLE HEAT RATIO = 75% Ow . 1 Calculation Procedures A,B,C,D I I I Procedure A Winter Infiltration HTM I I------------------------------------------------------------------------------I 11. Winter Infiltration CFM Envelope Evaluation # 3 ( Better) I I .7 Air Changes per hour x 8000 Cubic ft. x .0167 = 93.52 CFM I I I 12. Winter Infiltration Stub I I 1.1 x 93.52 CFM x 36 Degrees Winter TD = 3703.39 Stub I I i 13. Winter Infiltration STM I I 3703.39 Btuh / 95.6 Sq.Ft of total Glass G Door areas = 38.74 HTM I I I I 1 I Procedure B Summer Infiltration HTM I 1------------------------------------------------------------------------------I i 1. Summer Infiltration CFM Envelope Evaluation # 3 ( Better) I I .35 Air Changes per hour x 8000 Cubic ft. x .0167 = 46.76 CFM I I I 12. Summer Infiltration Btuh I I 1.1 x 46.76 CFM x 18 Degrees Summer TD = 925.85 Btuh I I I 13. Summer Infiltration HTM I I 925.85 Btuh / 95.6 Sq.Ft. of total Glass 6 Door areas = 9.68 HTM I I I I I I Procedure C Latent Infiltration Gain I I------------------------------------------------------------------------------I I 0.68 x 44 grains difference @ 50% RH x 46.76 CFM = 1399.06 Btuh I I I I Procedure D Equipment Sizing I I 1------------------------------------------------------------------------------I 11. Sensible Sizing Loads I I I Sensible Ventilation Load I I I 1.1 x 100 Vent CFM x 18 Degree Summer TD = 1980.00 Stub I I Sensible Load for Structure + 8212.30 Stub I I Sum of Ventilation 6 Structure Loads = 10192.30 Stub I I Rating 6 Temperature Swing Multiplier x 1.00 RSM I I Equipment Sizing Load - Sensible = 10192.3 OBtuh I I 12. Latent Sizing Load I I I I Latent Ventilation Load I I I 0.68 x 100 Vent CFM x 44 Grains difference = 2992.00 Btuh I Internal Loads = 230 Btuh x 4 people + 920.00 Btuh I I Infiltration Load from Procedure C + 1399.06 Btuh I I Equipment Sizing Load - Latent I = 5311.06 Btuh I I w Abbreveations * Glass/Windows I S.C.= Single Clear ; S. T. = Single Tint S. R. = Single Reflective I I D.C.= Double Clear D.T. = Double Tint D.R. = Double Reflective I I T.C.= Triple Clear T.T. = Triple Tint T.R. = Triple Reflective I I Shdg-- Shading ; Ovhg = Overhang ; Btm = Bottom ; Hgt = Height I I Sc = Shading Coefficient I 1 * Inside Shading * I N.S.= No shades D/B = Drapes or Blinds; R.S. = Roller Shades I 1 * other * 1 IWhtm = Winter Heat Transfer Multiplier; Shtm = Summer Heat Transfer Multiplierl lInfiltration Us: 1..Sub Standard/Poor; 2..Standard; 3..Better; 4..Excellent 1 I I I IRm #1 Room Name Br -1 Room Square Footage I . 180.60 1 1 1 1 Room Deminsion . 14.25x12.67 1 I I I I IGlass Type Shdg OvHg Botm Hgt Sc Area Loss/Btuh Gain/Btuh I I------------------------------------------------------------------------------ IW -Shaded Area S.C. R.S. 2.0 6.0 5.0 .35 2.14 Gain I I 50.08 1 IW -Solar Area S.C. R.S. 46.64 14.06 I 135.26 1 933.58 I IW-T.Area Loss S.C. R.S. 53.00 16.20 673.60 I I------------------------------------------------------------------------------I 1 Componet Description R -value Area Loss Gain l i------------------------------------------------------------------------------I IN/W C.B. - Int Insul-Ext. 4 199.16 1720.74 577.56 1 (Under Attic 30 180.60 216.72 251.10 l (Slab on Grade 0 Lin.Ft. 26.90 784.40 000.00 1 (Glass/Door Infil. Whtm/38.74 Shtm/9.68 x 16.2 627.59 156.82 I (Appliance Gain 000.00 390.00 1 IDuct Loss/Gain 201.15 235.91 I ITotal Room Loss/Gain 4224.20 2595.05 1 (Interpolated CFM = 155.23 I (Supply Htg/Clg CFM = 167.40 135.90 1 I I IRm #1 Room Name Bath Room Square Footage I 53.00 1 12 1 Room Deminsion : 5.83x9.083 1 I I IGlass Type Shdg OvHg I------------------------------------------------------------------------------ Botm Hgt Sc Area Loss/Btuh Gain/Btuh 1 I I Componet Description R -value Area Loss Gain I I------------------------------------------------------------------------------ IN/W C.H. - Int Insul-Ext. 4 46.64 402.97 I 135.26 1 (Under Attic 30 53.00 63.60 73.69 1 ISlab on Grade 0 Lin.Ft. 5.80 169.13 000.00 I IDuct Loss/Gain 31.79 20.90 1 ITotal Room Loss/Gain 667.49 229.85 l (Interpolated CFM = 29.72 I (Supply Htg/Clg CFM = 32.20 12.00 1 I 1 I IRm #1 Room Name WIC Room Square Footage 36.90 1 1 3 1 Room Deminsion : 5.83x6.33 I I I IGlass Type Shdg OvHg Botm Hgt Sc Area Loss/Btuh Gain/Btuh I I------------------------------------------------------------------------------I l Componet Description R -value Area Loss Gain 1 1------------------------------------------------------------------------------I (Under Attic 30 36.90 44.28 51.30 1 (Duct Loss/Gain 2.21 5.13 l ITotal Room Loss/Gain 46.49 56.43 l (Interpolated CFM = 2.73 ISupply Htg/Clg CFM = 1.70 3.00 1 I IRm #1 Room Name BR -2 Room Square Footage 1 : 160.10 I 14 I Room Deminsion : 14.67x10.917 15 1 Room Deminsion : 9.16x8.83 I I I I I I (Glass Type Shdg I------------------------------------------------------------------------------I OvHg Botm Hgt Sc Area Loss/Btuh Gain/Btuh I IW -Shaded Area S.C. R.S. 2.0 6.0 5.0 .35 2.14 97.08 50.08 I IW -Solar Area S.C. R.S. 11 14.06 140.00 I 933.58 I IW-T.Area Loss S.C. R.S. 4.85 16.20 673.60 278.21 I I------------------------------------------------------------------------------I I Componet Description R -value Area Loss Gain I I------------------------------------------------------------------------------I IN/W C.B. - Int Insul-Ext. 4 101.16 874.02 293.36 I (Under Attic 30 160.10 192.12 222.59 I ISlab on Grade 0 Lin.Ft. 14.70 428.65 000.00 I (Glass/Door Infil. Whtm/38.74 Shtm/9.68 x 16.2 627.59 156.82 I (Appliance Gain (Interpolated CFM = 126.03 I ISupply Htg/Clg 000.00 390.00 IDuct Loss/Gain 139.80 204.64 I ITotal Room Loss/Gain 2935.78 2251.07 I (Interpolated CFM = 122.7 I ISupply Htg/Clg CFM = 106.60 127.90 I I I IRm #1 Room Name Bath Room Square Footage I 80.90 1 15 1 Room Deminsion : 9.16x8.83 I I I I (Glass Type Shdg OvHg Botm Hgt Sc Area Loss/Btuh Gain/Btuh 1 I------------------------------------------------------------------------------ I Componet Description R -value Area Loss I Gain I I------------------------------------------------------------------------------ (Under Attic 30 80.90 97.08 I 112.48 I (Appliance Gain 11 000.00 140.00 I IDuct Loss/Gain (Under Attic 4.85 25.25 I ITotal Room Loss/Gain 278.21 I 101.93 277.73 I (Interpolated CFM = 16.47 I ISupply Htg/Clg CFM = 9.70 22.50 I I I IRm #I Room Name Dining/Kitchen Room Square Footage I : 200.10 I 16 I Room Deminsion : 200.1a I I I IGlass Type Shdg OvHg I------------------------------------------------------------------------------I Botm Sgt Sc Area Loss/Stub Gain/Btuh I I Componet Description R -value Area Loss Gain I I------------------------------------------------------------------------------I (Wood Stud-Adj. 11 79.34 257.05 90.44 I (Under Attic 30 200.10 240.12 278.21 I ISlab on Grade 0 Lin.Ft. 9.90 288.68 000.00 I (Occupant Gain 000.00 600.00 I (Appliance Gain 000.00 1180.00 I (Duct Loss/Gain 39.29 214.86 I ITotal Room Loss/Gain 825.14 2363.51 I (Interpolated CFM = 126.03 I ISupply Htg/Clg CFM = 30.00 135.70 I I I I IRm #1 Room Name Util/Laundry Room Square Footage 58.00 1 17 1 Room Deminsion : 6x9.67 I I I IGlass Type Shdg OvHg Botm Hgt Sc Area Loss/Btuh Gain/Btuh I --------------------------------------------------------------------------- Componet Description R -value Area Loss Gain IN/W C.B. - Int Insul-Ext. 4 125.36 1083.11 363.54 I (Wood Stud-Adj. 11 58.36 189.09 66.53 I ISolid Core/Wood-Adj. 0 19.00 218.88 93.10 (Under Attic 30 58.00 69.60 80.64 I ISlab on Grade 0 Lin.Ft. 25.30 737.75 000.00 I (Glass/Door Infil. Whtm/38.74 Shtm/9.68 x 19 736.06 183.92 I (Appliance Gain 964.66 I 000.00 320.00 I IDuct Loss/Gain Loss Gain I 151.72 110.77 I ITotal Room Loss/Gain 117.85 39.56 I 3186.21 1218.50 I (Interpolated CFM = 57.9 1 ISupply Htg/Clg CFM = 55.70 65.80 I 1 I IRm #I Room Name Great Rm/Foyer Room Square Footage I : 246.50 I 18 I Room Deminsion : 246.5a i I I (Glass Type Shdg OvHg Botm Sgt Sc Area Loss/Btuh Gain/Btuh I I------------------------------------------------------------------------------I IW -Shaded Area S.C. R.S. 2.0 6.0 5.0 .35 3.06 71.60 I IW -Solar Area S.C. R.S. 20.14 1337.30 I IW-T.Area Loss S.C. R.S. 23.20 964.66 I I------------------------------------------------------------------------------I I Componet Description R -value Area Loss Gain I I------------------------------------------------------------------------------I IN/W C.B. - Int Insul-Ext. 4 13.64 117.85 39.56 I IN/W C.B. - Int Insul-Ext. 4 158.16 1366.50 458.66 ISolid Core/wood-Ext. 0 21.00 241.92 102.90 I ISolid Core/Wood-Ext. 0 19.00 218.88 93.10 I (Under Attic 30 246.50 295.80 342.72 I ISlab on Grade 0 Lin.Ft. 27.00 787.32 000.00 (Glass/Door Infil. Whtm/38.74 Shtm/9.68 x 63.2 2448.37 611.78 I (Occupant Gain 000.00 600.00 I (Appliance Gain 000.00 640.00 I (Duct Loss/Gain 322.07 429.76 I ITotal Room Loss/Gain 6763.37 4727.38 I (Interpolated CFM = 246.55 1 (Supply Btg/Clg CFM = 245.60 247.50 I 1 41ER <<AY s6;ec ERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 83 The lower the EnergyPerformance Index, the more efficient the home. 1. New construction or existing 2. Single family or multiple family 3. Number of units, if multiple family 4. Number of Bedrooms 5. Is this a worst case? 6. Conditioned floor area (113) 7. Windows" Description a. U -Factor: Sgl, U=0.80 SHGC: SHGC--0.35 b. U -Factor: N/A SHGC: c. U -Factor: N/A SHGC: d. U -Factor: N/A SHGC e. U -Factor: N/A SHGC: 8. Floor Types a. Slab -0n -Grade Edge Insulation b. N/A c. N/A 1409 West 15th Street, Sanford, FI, New (From Plans) 9. Wall Types Insulation Area Multi -family a. Concrete Block - Int Insul, Exterior R=4.0 685.36 ft' b. Frame - Wood. Adjacent R=11.0 156.80 ft' 1 c. N/A R= ft' 2 d. N/A R= H' No 10. Ceiling Types Insulation Area 1000 a. Under Attic (Vented) R=30.0 1000.00 R' b. NIA R= fl' Area c, N/A R= ft= 55.60 ft' 11. Ducts ft: a. Sup: Attic Ret: Interior AH: Interior Sup. R= 6.200 R' 12. Cooling systems ft' a. Central Unit Cap: 24.0 kBtu/hr SEER: 14 its 13. Heating systems a. Electric Heat Pump Cap: 24.0 kBtu/hr ft' HSPF: 8.4 14. Hot water systems Insulation Area a. Electric Cap: 40 gallons R=0.0 1000.00 W EF: 0.92 R= fl' b. Conservation features R= fl' None 15. Credits None I certify that this home has complied with the Florida Energy Efficiency Code for Building Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Code compliant features. Builder Signature: Address of New Home: 1409 West 15th Street Date: City/FL Zip: Sanford, FI '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. EnergyGauge® USA - FlaRes2008 FORM 1100A-08 OFFICE PERMIT FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Performance Method A Project Name: Builder Name: Owner Street: 1409 West 15th Street Permit Office: Sanford City, State, Zip: Sanford , FI , Permit Number: /e - Owner. Donald Hunt Jurisdiction: 691500 Design Location: FL, Sanford 1. New oonstruction or existing New (From Plans) 9. Wall Types Insulation Area 2. Single family or multiple family Mulli-family a. Concrete Block - Int Insul, Exterior R=4.0 685.36 H' b. Frame - Wood. Adjacent R=11.0 156.80 fl' 3. Number of units, if multiple family 1 G N/A R= ft' 4. Number of Bedrooms 2 d. N/A R= ft' 5. Is this a worst case? No 10. Ceiling Types Insulation Area 6. Conditioned floor area (W) 1000 a. Under Attic (Vented) R=30.0 1000.00 ft' b. N/A R= ft' 7. Windows Description Area c. WA R= fl' a. U -Factor. Sgl, U=0.80 55.60 H' SHGC: SHGC--0.35 11. Ducts b. U -Factor: N/A fl' a. Sup: Attic Ret: Interior AH: Interior Sup. R= 6, 200 H' SHGC: 12. Cooling systems c. U -Factor: N/A fl2 a. Central Unit Cap: 24.0 kBtu/hr SHGC: SEER: 14 d. U -Factor: N/A fl= 13. Heating systems SHGC: a. Electric Heat Pump Cap: 24.0 kBtu/hr e. U -Factor: N/A ft' HSPF:8.4 SHGC: 14. Hot water systems 8. Floor Types Insulation Area a. Electric Cap: 40 gallons a. Slab -On -Grade Edge Insulation R=0.0 1000.00 it' EF: 0.92 b. N/A R= fl' b. Conservation features c. WA R= fl' None 15. Credits None Total As -Built Modified Loads: 22.06 Glass/Floor Area: 0.056 PASS Total Baseline Loads: 26.45 1 hereby certify that th ns and sp�ehc{ifications vexed by Code. /,, this calculation ar n com liance wi) ttythe,Flo ' �Seic Review of the plans and specifications covered by this calculation indicates compliance Oti'CNE S7g2� O xy s3 3 ✓ri with the Florida Energy Code. gra;: ' •� PREPARED BY: S em energy �valu oS Before construction is completedCd ,, DATE: 4-16-10 this building will be inspected for s compliance with Section 553.908 hereby certify that this building, as designed, is in compliance with the Florida Energy Code. Florida Statutes. COO �4 WE OWNER/AGENT: BUILDING OFFICIAL: DATE: DATE: - Compliance requires certification by the air handler unit manufacturer that the air handler enclosure qualifies as certified factory -sealed in accordance with N1110.A.3. 4/162010 4:31 PM EnergyGauge® USA - RaRes2008 Page 1 of 5 4/16/2010 4:31 PM EnergyGauge® USA - RaRes2008 Page 2 of 5 PROJECT Title: Duplex -Left Side -0413001 Bedrooms: 2 Adress Type: Street Address Building Type: FLAsBuilt Conditioned Area: 1000 Lot # Owner. Donald Hunt Total Stories: 1 SubDivision: # of Units: 1 Worst Case: No PlalBook: Builder Name: Owner Rotate Angle: 0 Street: 1409 West 15th Street Permit Office: Sanford Cross Ventilation: County: Seminole Jurisdiction: 691500 Whole House Fan: Qty, State, Trp: Sanford , Family Type: Multi -family R , New/Existing: New (From Plans) Comment: CLIMATE IECC Design Temp Int Design Temp Heating Design Daily Temp V Design Location TMY Site Zone 97,5% 2.5% Winter Summer Degree Days Moisture Range FL, Sanford FL_ORLANDO_SANFOR 2 39 93 75 70 677 44 Medium FLOORS # Floor Type Perimeter R -Value Area Tole Wood Carpet 1 Slab -On -Grade Edge Insulatlo 109.6 ft 0 1000 ft' 0.25 0 0.75 ROOF V Roof Gable Roof Solar Deck # Type Materials Area Area Color Absor. Tested Insul. Pitch 1 Gable or shed Composition shingles 1083 ft 208 ft' Medium 0.96 No 0 22.6 deg ATTIC V# Type Ventilation Vent Ratio (1 in) Area RBS IRCC 1 Full attic Vented 300 1000 ft' N N CEILING # Ceiling Type R Value Area Framing Frac Truss Type 1 Under Attic (Vented) 30 1000 ft' 0.11 Wood WALLS Cavity Sheathing Framing Solar # Omt Adjacent To Wall Type R -Value Area R -Value Fraction Absor. _Y 1 N Exterior Concrete Block - Int Insul 4 77.36 ft' 0 0.75 2 E Exterior Concrete Block - Int Insul 4 448 ft' 0 0.75 3 S Exterior Concrete Block - Int Insul 4 160 ft' 0 0.75 4 N Garage Frame - Wood 11 156.8 ft' 0 0.01 4/16/2010 4:31 PM EnergyGauge® USA - RaRes2008 Page 2 of 5 4/162010 4:31 PM EnergyGauge® USA - FlaRes2008 Page 3 of 5 DOORS # Omt Door Type Storms U -Value Area 1 2 N Wood N Wood None 0.460000 211`12 None 0.460000 18.97000 WINDOWS Orientation shown is the entered asBuilt orientation. V # Omt Frame Panes Overhang NFRC U -Factor SHGC Storms Area Depth Separation Int Shade Screening 1 2 E Metal Low -E Single E Metal Low -E Single Yes 0.8 0.35 N 32.40000 2 It 0 in 1 ft 0 in HERS 2006 Yes 0.8 0.35 N 23.19999 2 ft 0 in 1 ft 0 in HERS 2006 None None INFILTRATION & VENTING J Method SLA — Forced Ventilation — Run Time CFM 50 ACH 50 ELA EgLA Supply CFM Exhaust CFM Fraction Fan Watts Default 0.00036 944 7.08 51.8 97.5 0 dm 0 cfm 0 0 GARAGE # Floor Area Ceiling Area Exposed Wall Perimeter Avg. Wall Height Exposed Wall Insulation 1 190 ft' 190 H= 20.33 ft 8 ft (invalid) COOLING SYSTEM # System Type Subtype Efficiency Capacity Air Flow SHR Ducts 1 Central Unit None SEER: 14 24 kBtu/hr 720 chn 0.75 sys#1 HEATING SYSTEM # System Type Subtype Efficiency Capacity Ducts 1 Electric Heat Pump None HSPF: 8.4 24 kBtu/hr sys#1 HOT WATER SYSTEM # System Type EF Cap Use SetPnt Conservation 1 Electric 0.92 40 gal 50 gal 120 deg None SOLAR HOT WATER SYSTEM FSEC Cert # Company Name Collector Storage System Model # Collector Model # Area Volume FEF None None H' DUCTS J # — Supply — Location R -Value Area — Return— Air Percent Location Area Leakage Type Handler CFM 25 Leakage ON RLF 1 Attic 6 200 ft' Interior 200 H' Default Leakage Interior (Default) (Default) % 4/162010 4:31 PM EnergyGauge® USA - FlaRes2008 Page 3 of 5 4/16/2010 4:31 PM EnergyGeugeO USA - FlaRes2008 Page 4 of 5 TEMPERATURES Prograrnable Thermostat: N Ceiling Fans: CoolingJan Heatin0(Jan Feb XN Feb Mar m Mar 0 r May mX MayJun Jun Jul C Jul Au XAug ((XX�� Se [X] Sep Oct X� Oct Nov C Nov Dec Dec RI Ventin 11X11 Jan If�X1l Feb X Mar [[�X1) r II�X11 Ma [[XX]] Jun [[X11 Jul [[XX1l Au ff�X1l Se [[XX]l Oct II�X1l Nov Dec Them ostat 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 78 78 78 78 PM 78 78 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 68 68 68 68 68 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 68 68 Heating (WEH) AM 68 68 68 68 68 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 68 68 4/16/2010 4:31 PM EnergyGeugeO USA - FlaRes2008 Page 4 of 5 FORM 1100A-08 Code Compliance Cheklist Residential Whole Building Performance Method A - Details ADDRESS: 1409 West 15th Street PERMIT #: Sanford, Fl, INFILTRATION REDUCTION COMPLIANCE CHECKLIST COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE CHECK Exterior Windows & Doors N1106.AB.1.1 Maximum: .3 ofm/s .ft. window area; .5 cfm/s .ft. door area. X Exterior & Adjacent Walls N1106.AB.1.2.1 Caulk, gasket, weatherstrip or seal between: windows/doors & X frames, surrounding wall; foundation & wall sole or sill plate; joints Swimming Pools & Spas N1112.AB.2.3 between exterior wall panels at comers; utility penetrations; X between wall panels & top/bottom plates; between walls and floor. N/A EXCEPTION: Frame walls where a continuous infiltration barrier is installed that extends from, and is sealed to, the foundation to the Shower heads N7112.AB.2.4 top plate. X Floors N1106.AB.1.2.2 Penetrations/openings > 1/8" sealed unless backed by truss or Air Distribution Systems N1110.AB joint members. N/A EXCEPTION: Frame floors where a continuous infiltration barrier X 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; HVAC Controls N1107.AB.2 around shafts, chases, soffits, chimneys, cabinets sealed to X continuous air barrier; gaps in gyp board & top plate; attic access. X Insulation N1104.AB.1 EXCEPTION: Frame ceilings where a continuous infiltration barrier X N1102.6.1.1 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 X 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 cavi between floors. N/A Additional Infiltration reqts N1106.AB.1.3 Faust fans vented to outdoors, dampers; combustion space X 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 N112ABC.3. Switch or clearly marked circuit breaker (electric) or cutoff (gas) must be X provided. Ex emal 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 N/A heaters must have a minimum thermal efficiency of 78%. Heat pumQpcot heaters shall have a minimum COP of 4.0. Shower heads N7112.AB.2.4 Water flow must be restricted to no more than 2.5 gallons per X rninute 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 X 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 X each system. Insulation N1104.AB.1 Ceilings -Min. R-19. Common walls -frame R-11 or CBS R-3 both X N1102.6.1.1 sides. Common ceiling & floors R-11. 4/16/2010 4:31 PM EnergyGauge® USA - FlaRes2008 Page 5 of 5 Florida Code Summary Report Donald Hunt Title: Duplex -Leff Side -0413001 TMY City: FL ORLANDO SAN 1409 West 15th Street FLAsBuilt Elec Ut I: Florida Average Sanford, FI, Gas Util: Florida Average Registration #: Run Date: Energy Uses Baseline Home As -Built Home a -Ratio Heating 0.80 MBtu 0.44 MBtu 0.56 Cooling 7.81 MBtu 6.22 MBtu 0.80 Hot Water 7.15 MBtu 7.15 MBtu 1.00 Total 15.76 MBtu 13.82 MBtu 0.88 Building Loads Baseline Home As -Built Home a -Ratio Heating 1.43 MBtu 0.80 MBtu' 0.56 Cooling 18.49 MBtu 14.73 MBtu' 0.80 Hot Water 6.53 MBtu 6.53 MBtu' 1.00 Total 26.45 MBtu 22.06 MBtu 0.83 normalized modified loads Glass/Floor Area: 0.056 Total As -Built Modred Loads: 22.06 PASS Total Baseline Loads: 26.45 4/162010 5:06 PM EnergyGauge® USA - RaRes200e / Page 1 of 1 1... 1. OFFICE PERMIT # 1-0-1j:r * J-MASTER(c) * 04-16-2010 RESIDENTIAL HEAT GAIN / HEAT LOSS CALCULATION (BASED ON A.C.C.A. MANUAL J - EIGHTH EDITION (c) 2003 by A.C.C.A.) ---------------- ------------------------------------- Project name p ( Prepared by: Address ( Southern Energy Eval Ser City/State Sanford 122 East Minnesota Ave. Owner : Donald Hunt Orange City, Fl 32763 Builder : Owner 1 -800 -329 -SEES (7337) HVAC contr. FAX:1-800-639-SEES(7337) ---------------------------------------------------------------------------- Cond Flr Area = 1000 Notal Glass Area = 55.6 1 Zone Faces: East Conditioned Floor Area to Total Glass Area Ratio = 5.68 ---------------------1------------------------------------------------------ * USA Climatic Conditions 6 Design Conditions Geographical Location I Sanford, FLORIDA North Latitude / Elevation 26 Deg. 14 Ft.Above Sea Level Outdoor Winter Dry Bulb 38 Deg.F Indoor Winter Dry Bulb 74 Deg.F Winter Temp. Diff. (wTd) 36 Deg.F Outdoor Summer Dry Bulb 93 Deg.F Outdoor Summer Wet Bulb ( 76 Deg.F Outdoor Summer Hum. Ratio Gr/Lb 1 37 Indoor Summer Relaltive Hum. 1 50 8 Indoor Summer Design Gr/Lb. 1 44 Indoor Summer Dry Bulb 75 Deg.F Sumner Temp.Diff. (sTd) 18 Deg.F Sumner Daily Range 17 Deg.F (Medium Deviation) ---------------------------------------------------------------------------- * HEATING SUMMARY * 0413002.MAX * COOLING SUMMARY * ---------------------------------------------------------------------------- SUBTOTAL = 17857.73 STRUCTURE SENSIBLE = 8212.30 OCCUPANT/APPLIANCE + 4260.00 SUBTOTAL SENSIBLE = 12472.30 DUCT LOSS + 892.88 DUCT GAIN + 1247.22 TOTAL LOSS = 18750.61 TOTAL SENSIBLE = 13719.52 MECH.VENT- 100 Cfm + 3960.00 MECH.VENT- 100 Cfm + 1980.00 TEMP -SWING @ 30/95o x 1.00 EQUIPMENT LOSS = 22710.61 1 EQUIPMENT SENSIBLE = 15699.52 ------------------------------------- TOTAL LATENT + 5311.06 ------------------------------------- SENSIBLE + LATENT = 21010.58 20% OVERSIZE FACTOR + 4542.12 208 SENS.OVRSZE FTR = 3139.90 ACTUAL+20% OVERSIZE = 27252.73 SENS. + 208 OVERSIZE = 18839.42 ---------------------------------------------------------------------------- * EQUIPMENT SELECTION * ---------------------------------------------------------------------------- EQT. MANUF SENSIBLE CLG_18000 (BTUH) CU MOD # LATENT CLG _6000 (BTUH) AHD MOD # TOTAL CLG _24000 (BTUH) HTG INPUT _24000 (BTUH) TONAGE 2.0 HTG OUTPU7_24000 (BTUH) (S)EER 14 HTG CFM _800 (BTUH) CLG CFM _800 AFUE/HSPF 8.4 TYPE HP * AIR FLOW FACTORS * HTG FACTOR = .0363096 BTUH per CFM CLG FACTOR = .0523583 BTUH per CFM STRUCTURE DESIGN CFM-- 807.6 SENSIBLE HEAT RATIO = 75% Calculation Procedures A,B,C,D I I I Procedure A Winter Infiltration BTM I 1------------------------------------------------------------------------------I 11. Winter Infiltration CFM Envelope Evaluation # 3 ( Better) I I .7 Air Changes per hour x 8000 Cubic ft. x .0167 = 93.52 CFM I I 12. Winter Infiltration Btuh I I 1.1 x 93.52 CFM x 36 Degrees Winter TD = 3703.39 Btuh I I I 13. Winter Infiltration HTM I I 3703.39 Btuh / 95.6 Sq.Ft of total Glass 6 Door areas = 38.74 HTM I I I I I Procedure B Summer Infiltration HTM I I------------------------------------------------------------------------------I i 1. Summer Infiltration CFM Envelope Evaluation 8 3 ( Better) I I .35 Air Changes per hour x 8000 Cubic ft. x .0167 = 46.76 CFM I I I 12. Summer Infiltration Btuh I I 1.1 x 46.76 CFM x 18 Degrees Summer TD = 925.85 Btuh i I I 13. Summer Infiltration HTM I I 925.85 Btuh / 95.6 Sq.Ft. of total Glass 6 Door areas = 9.68 HTM I I I I I I Procedure C Latent Infiltration Gain I I------------------------------------------------------------------------------1 I 0.68 x 44 grains difference @ 508 RH x 46.76 CFM = 1399.06 Btuh I I I I I Procedure D Equipment Sizing I I------------------------------------------------------------------------------I 11. Sensible Sizing Loads 1 I I I Sensible Ventilation Load I I 1.1 x 100 Vent CFM x 18 Degree Summer TD = 1980.00 Btuh I I Sensible Load for Structure + 8212.30 Stuh I I Sum of Ventilation 6 Structure Loads = 10192.30 Btuh I I Rating & Temperature Swing Multiplier x 1.00 RSM I I Equipment Sizing Load - Sensible = 10192.3 OBtuh I I I 12. Latent Sizing Load I I I I Latent Ventilation Load I I 0.68 x 100 Vent CFM x 44 Grains difference = 2992.00 Btuh I I Internal Loads = 230 Btuh x 4 people + 920.00 Btuh I I Infiltration Load from Procedure C + 1399.06 Btuh I I Equipment Sizing Load - Latent = 5311.06 Btuh I I I Abbreveations * Glass/Windows I S.C.= Single Clear S. T. = Single Tint S. R. = Single Reflective l I D.C.= Double Clear D.T. = Double Tint D.R. = Double Reflective l I T.C.= Triple Clear T.T. = Triple Tint T.R. = Triple Reflective l I Shdg-- Shading ; Ovhg = Overhang ; Btm = Bottom ; Hgt = Height l I Sc = Shading Coefficient l l * Inside Shading * l I N.S.= No shades D/S = Drapes or Blinds; R.S. = Roller Shades i I * Other * I lWhtm = Winter Heat Transfer Multiplier; Shtm = Summer Heat Transfer Multiplierl lInfiltration #'s: 1..Sub Standard/Poor; 2..Standard; 3..Better; 4..Excellent I I I I IRm #1 Room Name Br -1 Room Square Footage I : 180.60 i l 1 1 Room Deminsion : 14.25x12.67 l I I (Glass Type Shdg OvHg Botm Hgt Sc Area Loss/Stub Gain/Stub l I------------------------------------------------------------------------------ JE -Shaded Area S.C. R.S. 2.0 6.0 5.0 .35 2.14 I 50.08 I IE -Solar Area S.C. R.S. 14.06 933.58 l lE-T.Area Loss S.C. R.S. 16.20 673.60 l I------------------------------------------------------------------------------I l Componet Description R -value Area Loss Gain l (------------------------------------------------------------------------------1 IN/W C.B. - Int Insul-Ext. 4 199.16 1720.74 577.56 l lUnder Attic 30 180.60 216.72 251.10 l (Slab on Grade 0 Lin.Ft. 26.90 784.40 000.00 l lGlass/Door Infil. Whtm/38.74 Shtm/9.68 x 16.2 627.59 156.82 l JAppliance Gain 000.00 390.00 IDuct Loss/Gain 201.15 235.91 l ITotal Room Loss/Gain 4224.20 2595.05 I llnterpolated CFM = 155.23 I (Supply Htg/Clg CFM = 167.40 135.90 l I I IRm #1 Room Name Bath Room Square Footage I 53.00 l 2 1 Room Deminsion : 5.83x9.083 l i I lGlass Type Shdg OvHg Botm Hgt Sc Area Loss/Btuh Gain/Btuh l I------------------------------------------------------------------------------i I Componet Description R -value Area Loss Gain I I------------------------------------------------------------------------------ IN/W C.B. - Int Insul-Ext. 4 46.64 402.97 I 135.26 i lUnder Attic 30 53.00 63.60 73.69 ISlab on Grade 0 Lin.Ft, 5.80 169.13 000.00 l IDuct Loss/Gain 31.79 20.90 l ITotal Room Loss/Gain 667.49 229.85 l llnterpolated CFM = 29.72 I (Supply Htg/Clg CFM = 32.20 12.00 l I I I IRm #1 Room Name WIC Room Square Footage 36.90 l 13 1 Room Deminsion : 5.83x6.33 l I I lGlass Type Shdg OvHg Botm Hgt Sc Area Loss/Btuh Gain/Btuh I 1------------------------------------------------------------------------------1 l Componet Description R -value Area Loss Gain l I------------------------------------------------------------------------------1 lUnder Attic 30 36.90 44.28 51.30 i IDuct Loss/Gain 2.21 5.13 I ITotal Room Loss/Gain 46.49 56.43 I lInterpolated CFM = 2.73 ISupply Htg/Clg CFM = 1.70 3.00 1 I 1 I IRm #1 Room Name BR -2 Room Square Footage Room Square Footage I : 160.10 I 14 1 Room Deminsion : 14.67x10.917 I I I I lGlass Type Shdg OvHg I------------------------------------------------------------------------------I I lGlass Type Shdg I------------------------------------------------------------------------------1 OvHg Botm Hgt Sc Area Loss/Btuh Gain/Btuh l IE -Shaded Area S.C. R.S. 2.0 6.0 5.0 .35 2.14 97.08 50.08 IE -Solar Area S.C. R.S. 79.34 14.06 140.00 I 933.58 l IE-T.Area Loss S.C. R.S. 4.85 16.20 673.60 l I------------------------------------------------------------------------------I I Componet Description R -value Area Loss Gain l 1------------------------------------------------------------------------------1 IN/W C.B. - Int Insul-Fact. 4 101.16 874.02 293.36 I (Under Attic 30 160.10 192.12 222.59 I ISlab on Grade 0 Lin.Ft. 14.70 428.65 000.00 l lGlass/Door Infil. Whtm/38.74 Shtm/9.68 x 16.2 627.59 156.82 l lAppliance Gain (Supply Htg/Clg CFM = 000.00 390.00 i IDuct Loss/Gain 139.80 204.64 I ITotal Room Loss/Gain 2935.78 2251.07 I lInterpolated CFM = 122.7 I (Supply Htg/Clg CFM = 106.60 127.90 l I I IRm #1 Room Name Bath Room Square Footage I 80.90 l 1 5 I Room Deminsion : 9.16x8.83 l 6 I Room Deminsion : 200.1a I I I I lGlass Type Shdg OvHg I------------------------------------------------------------------------------I Botm Hgt Sc Area Loss/Stub Gain/Btuh I I Componet Description R -value Area Loss Gain 1 I------------------------------------------------------------------------------I (Under Attic 30 80.90 97.08 112.48 1 1Appliance Gain 79.34 000.00 140.00 I (Duct Loss/Gain 30 4.85 25.25 i ITotal Room Loss/Gain ISlab on Grade 101.93 277.73 i (Interpolated CFM = 16.47 I ISupply Htg/Clg CFM = 9.70 22.50 l I I IRm #1 Room Name Dining/Kitchen Room Square Footage I : 200.10 l l 6 I Room Deminsion : 200.1a I I I lGlass Type Shdg OvHg I------------------------------------------------------------------------------ Botm Hgt Sc Area Loss/Btuh Gain/Stub I I I Componet Description R -value Area Loss Gain I I------------------------------------------------------------------------------ (Wood Stud-Adj. 11 79.34 257.05 I 90.44 I lUnder Attic 30 200.10 240.12 278.21 l ISlab on Grade 0 Lin.Ft. 9.90 288.68 000.00 I (Occupant Gain 000.00 600.00 I (Appliance Gain 000.00 1180.00 l (Duct Loss/Gain 39.29 214.86 1 ITotal Room Loss/Gain 825.14 2363.51 I llnterpolated CFM = 126.03 I (Supply Htg/Clg CFM = 30.00 135.70 l I I I IRm #1 Room Name Util/Laundry Room Square Footage 58.00 l 7 1 Room Deminsion : 6x9.67 l I I lGlass Type Shdg OvHg Botm Hgt Sc Area Loss/Btuh Gain/Btuh l I ------------------------------- I Componet Description ---------------------------------------------- R-value Area Loss Gain I I-------------------------------------- IN1W C.B. - Int Insul-Ext. 4 (Wood Stud-Adj. 11 ISolid Core/Wood-Adj. 0 (Under Attic 30 (Slab on Grade 0 (Glass/Door Infil. Whtm/38.74 Shtm/9.68 (Appliance Gain (Duct Loss/Gain (Total Room Loss/Gain (Interpolated CFM = 57.9 1 ---------------------------------------- 125.36 1083.11 363.54 I 58.36 189.09 66.53 I 19.00 218.88 93.10 58.00 69.60 80.64 I Lin.Ft. 25.30 737.75 000.00 I x 19 736.06 183.92 I IE -Shaded Area S.C. R.S. 2.0 000.00 320.00 I 151.72 110.77 I 3186.21 1218.50 ISupply Htg/Clg CFM = 55.70 65.80 I I I ISm #1 Room Name Great Rm/Foyer Room Square Footage I : 246.50 I 18 I Room Deminsion : 246.5a I I I (Glass Type Shdg OvHg I------------------------------------------------------------------------------I Botm Sgt Sc Area Loss/Btuh Gain/Btuh I IE -Shaded Area S.C. R.S. 2.0 6.0 5.0 .35 3.06 71.60 I IE -Solar Area S.C. R.S. 20.14 1337.30 I IE-T.Area Loss S.C. R.S. 23.20 964.66 I I------------------------------------------------------------------------------I I Componet Description R -value Area Loss Gain I I------------------------------------------------------------------------------I IN/W C.B. - Int Insul-Ext. 4 13.64 117.85 39.56 I IN/W C.B. - Int Insul-Ext. 4 158.16 1366.50 458.66 I ISolid Core/Wood-Ext. 0 21.00 241.92 102.90 I ISolid Core/Wood-Ext. 0 19.00 218.88 93.10 I (Under Attic 30 246.50 295.80 342.72 (Slab on Grade 0 Lin.Ft. 27.00 787.32 000.00 I (Glass/Door Infil. Whtm/38.74 Shtm/9.68 x 63.2 2448.37 611.78 I (Occupant Gain 000.00 600.00 I (Appliance Gain 000.00 640.00 I (Duct Loss/Gain 322.07 429.76 i (Total Room Loss/Gain 6763.37 4727.38 (Interpolated CFM = 246.55 ISupply Stg/Clg CFM = 245.60 247.50 I I I ILI ul L7vv1VL./mrA 1 .)vr% vv_ 1 REAL PROPERTY DESCRIPTION" LOT 79, FLORIDA LAND & COLONIZATION COMPANY'S ADDITION TO SOUTH S THEREOF AS RECORDED IN PLAT BOOK 1, PAGE 73, OF THE PUBLIC REC SANITARY SEWER FICE _ is -,1✓ 'ORD, ACCORDING TO THE?LAT OF SEMINOLE COUNTY, FLORIDA. MANHOLE W 15TH STREET 40' RTW REC. CONC. MON. I NW CORNERWOOD CORNERc IN WELLBOX NSI OF LOT 80 N UTILITY EDGE F PAVEMENT N _ POLE _ S89'55'05"E 50.00' _ 20' S89'S5'OS"E 50.00' SET 5/8" HOGWIRE FENCESET 5/8" IRON ROD CORNER IRON ROD &CAP 0.99' SOUTH & CAP #5807 3.13' WEST #5807 x FFCE LINK CORNER EAST D F�CE �F Z I o 0 Q IF 3 I FLAT80 LAND FLA. & FLA. AND � T 78 LAND & COLONIZATION & COLONIZATION UJW COLONIZATION = CO.'S ADD. TO Ld o CO.'S ADD. TO O S. SANFORD CO.'S ADD, TO 10 1 I S. SANFORD O P.B. 1, PG. 73 S. SANFORD H Z P.B. 1, PG. 73 00 00 P.B. 1, PG. 73 < I 0 (VACANT) 0 Z Z O I HOGWIRE FENCE/WOOD SET 5/8" x FENCE CORNER SET 5/8" 20' IRON R42.163' EAST CHAIN LINKIRON ROD & CAP FENCE CORNER & CAP #5.8075.19' NORTH #5807 0.07' WEST x — _ S89'55'05"E 50.00' LOT 82 FLA. LAND & COLONIZATION CO.'S ADD. TO S. SANFORD P.B. 1, PG. 73 A P.R.N. - PERMANENT REFERENCE MONUMENT B B R E V I A T I O N L E G E N D - CONCRETE W.Y. - WATER METER C.M. - CONCRETE MONUMENT EL - ELEVATION CONC. P.O.C. - PONT OF COMMENCEMENT P.B. - PLAT BOOK A/C - AIR OONOITONER C.L.F. - CHAIN LINK FENCE F.N. - FIRE HYDRANT P.C. - PONT OF CURVATURE Pp - PACE TMP. - TYPICAL Wl. - WOW FENCE N t D - NAIL AND DISC P. C. - PONT OF REVERSE CURVATURE N.R. - NON -RADIAL U.E - UTILITY EASEMENT C t G - CURB t GUTTER B.M. - BENCH MARK P.C.C. - POINT OF COMPOUND CURVATURE RAD. - RADIAL D.E. - DRAINAGE EASEMENT CATV - CABLE TE"SON RISER PWT. - PAVEMENT P.T. - POINT OF TANGENCY It - RADIUS F.F. - FINISHED FLOOR TELE - TELEPHONE RISER F.B. - FIELD BOO( P.I. - POINT OF INTERSECTION L - ARC LENGTH B.S. - BUILDING SETBACK TRANS - TRANSFORMER PAD M.N. - MANHOLE P.C.P. - PERMANENT CONTROL PONT c - DELTA C.B.S. - CONCRETE BLOCK STRUCTURE LP. - LIGHT POLE (A) - ACTUAL P.O.L. - POINT ON UNE R.P. - RADIUSPOWT ((P - PLAT P.P. - POWER POLE NSI - NO SURVEYOR C.B. - CHORD BEARING R/W - RIWI7-OF-WAY (Y - MEASURED N.G. -NATURAL GROUND IDENRi1CAlldN T.B. - TANGENT BEARING E - CENTER UNE (C - CALCULATED SO. FT. - SQUARE FEET FND - FOUND SURVEYOR'S NOTES: C£RRnED TO: REC - RECOVERED NOT VAUD WITHOUT THE SIGNATURE AND ORIGINAL RAISED DONALD HUNT SEAL OF A FLORIDA LICENSEE SURVEYOR AND MAPPER. 2. THE 'REAL PROPERTY DESCRIPTION- SHOWN HEREON IS IN ACCORDANCE WITH THE DESCRIPTION PROVIDED BY THE CLIENT. 3. NO UNDERGROUND IMPROVEMENTS OR VISIBLE INSTALLATIONS NAVE BEEN LOCATED OTHER THAN SHOWN. 4. BEARINGS ARE BASED ON THE CENTERLINE OF OLEANDER AVENUE ASSUMED AS BEING N. 00'00'00' E. 5. HAVING CONSULTED THE NATIONAL FLOOD INSURANCE PROGRAM FIRM, I HAVE DETERMINED THAT THE SUBJECT PROPERTY UES IN ZONE 'X', NOT A SPECIAL FLOOD AREA PER FIRM PANEL 0 12117CO070 F. DATED SEPTEMBER 28, 2007, SEMINOLE COUNTY, FLORIDA. CUENT: DONALD HUNT JOB NUMBER: 08-171 CADD DWG FRE.• 08-171 I, COMMENTS I FIELD DATE I OFFICE DATE I BOUNDARY SURVEY 1 0. U. 10/14/081 • D.A.P. 10/16/08 11 61 SURVEYORS CERTIFICATE• THIS IS TO CERTIFY THAT THIS SURVEY MEETS THE MINIMUM TECHNICAL STANDARDS AS SET FORTH BY THE FLORIDA BOARD OF PROFESSIONAL SURVEYORS AND MAPPERS IN CHAPTER 61G17-6, FLORIDA ADMWIJTRATIVE CODE, PURSUANT TO SECTION 472.027, FLORIDA STAN COTT BECHIR. P.S.M. PROFESSIONAL SURVEYOR & MAPPER FLORIDA REGISTRATION NUMBER 5807 SCOTT'S SURVEYING SERVICES, INC. LB # 7442 8 S. HWY. 17-92, SUITE 8-A DEBARY, FLORIDA PH. (386) 668-7332 FAX 668-7337 tgii.s;i -M 6ohl roti QIVU00 6,Ajos OF E cD 3� =r --I 0 � s 3 0 0 m � N C m m CD D rz r- = ;p _ �_ Z (� M M e m= z m n `< `� o 0 CD3 3 � 570 R. 570 CD 0� 0 m m my r►�3 3 Qc) Q� X00 c mom_ _am CL O� O O C c" c c c O �. D iw 0 N C. 0. O 0c a cQ 3 c �ocD 3 M<n� �n c to d. i. m %< U3 c o w p1 - lD .N► 3 'a N 0 �. •c 03= 3 n M (7 •n CLMm m D CD °- o .� ANrr N C ..: a 0 �, 3. N am.° Q. 0 mfl. O CIL • Dm C C N N ,a cNM 5 Q � v�' 0 < 3.< 0 m3T N z 0 v, 3 0 ;� O 3 0 e�F CD o n cr 0 Z0 ? 0 CD >cv � 0 CL C Dmf ,n.. GI tm c m�< m r� x 3 D � z3 b, Dv ' • D v m C O " 3 C'. 5D o, 3a v � CL T_ O O 0 v a 6D icn w �OD O N = N (D 3 c Q" a0 5• com 0 3 a -a 3 � 3. CD N. ' cn. (D 'n CL .0 Q.'a M CD -4 N �CD N m m c_0 (D 0 m C). Q O m CD �C CD C w s 5 I� �.1 7 L Ow Ow V "C LO a W O OQ —O Q Z J W �0m Lu O U IL OLLUJ Q0 0- _j OztA- -v w X > y W Wg °C a N • W_ w • W N • • J W c O Ir W C: F - Q W Z Q Z Z W Z O I--> W O O z_ Ix N LU a == IL J J J F W X Ur J J W P O -i Z Q W W J J W 2 Zo0<` lc z M�~Zo O Z Q d L w L 3 .0 C 1p C 'p It ? V. Florid Building Code online A SCIS Home Log In User Registration Hot Topics Submit Surcharge Stars & Facts Publications FOC Staff SCIS Si te Map Links Search Z,. Technical Representative Address/Phone/Email Product Approval 'iii " USER: Public User Quality Assurance Representative Address/Phone/Email Category x Product Approval Men-, > Product or Application Search > Application List > Application Detail Compliance Method Fl. 0 FL;433:4-R74 < 4evi ........ > Application Type ion Code Version 2007 Application Status Approved Comments Archived 13 Product Manufacturer Masonite International N Address/Phone/Email One North Dale Mabry Suite 950 Tampa, FL 33609 (615) 441.4258 sschreiber@masonite.com Authorized Signature Steve Schreiber X"*; sschreiberomaSonite.com Certification Agency Validated By Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Exterior Doors Swinging Exterior Door Assemblies Certification Mark or Listing National Accreditation & Management Institute, National Accreditation & Management Institute, Standard XJW TAS 201 1994 TAS 202 1994 TAS 203 1994 D1 http://www.floridabuilding.org/pr/pr_app—dtJ.aspx?param=wGEVXQwtDqttSMGyvqTunPuaFlwHGKOlo2fQSgDaxrLcfx8%3d[2/23/2009 10:34:04 AM] Z,. Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Certification Agency Validated By Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Exterior Doors Swinging Exterior Door Assemblies Certification Mark or Listing National Accreditation & Management Institute, National Accreditation & Management Institute, Standard XJW TAS 201 1994 TAS 202 1994 TAS 203 1994 D1 http://www.floridabuilding.org/pr/pr_app—dtJ.aspx?param=wGEVXQwtDqttSMGyvqTunPuaFlwHGKOlo2fQSgDaxrLcfx8%3d[2/23/2009 10:34:04 AM] Fidida Building Code Online Product Approval Method Method 1 Option A Date Submitted 12/23/2008 Date Validated 12/29/2008 Date Pending FOC Approval 01/05/2009 Date Approved 02/03/2009 ....... .......................... of Product :Summary F_ _.............................. .... ...........--... _ -........................ ;:FL d :Model, Number or Name �:..................... .. .. _..................._ .....—...... ............... 4334.1 Fiberglass Side -hinged Door Units - i: :Impact Rated . ............ ..__........ ................ .... ........ E'Limits of Use is Approved for use In HVHZ: Yes ! Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +70.0/-70.0 . Other: Evaluated for use in locations adhering to the Florida '.Building Code including the High Velocity Hurricane Zone, and ,.where pressure requirements as determined by ASCE 7, Minimum Design Loads for Buildings and Other Structures, does not exceed ,the design pressures listed. 3'-0" x 6'-8" max nominal size. ::Hurricane protective system is NOT required. See anchor detail :'OWG-MA-FLO120-OS for additional information. :.:::.:9 ................... _.. _ : .... .:•: : :4334.2 :Fiberglass Side -hinged Door Units - :Impact Rated .................................. ............................ :iumits of Use is Approved for use In HVHZ: Yes Approved for use outside HVHZ: Yes. Impact -Resistant: Yes Design Pressure: +70.0/-70.0 !. Other: Evaluated for use in locations adhering to the Florida Building Code including the High Velocity Hurricane Zone, and :•where pressure requirements as determined by ASCE 7, Minimum Design Loads for Buildings and Other Structures, does not exceed :the design pressures listed. 3'-0" x 8'-0" max nominal size. Hurricane protective system is NOT required. See anchor detail :.DWG-MA-FLO121-05 for additional information. _........ ......................... . ;4334.3 'Fiberglass Side -hinged Door Units - :lmpact Rated ... .................. .... Limits of use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes is Design Pressure: +5S.0/•50.5 Other: Evaluated for use in locations adhering to the Florida Building Code including the High Velocity Hurricane Zone, and t:where pressure requirements as determined by ASCE 7, Minimum ':Design Loads for Buildings and Other Structures, does not exceed :the design pressures listed. 12'-0" x 8'-0" max nominal size. :.Hurricane protective system is NOT required. See anchor detail i'DWG-MA-FLO121-05 for additional information. 1'4334.4 Fiberglass Side -hinged Door Units - Impact Rated Limlta of Use Approved for use In HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +50.5/-50.5 i Other: Evaluated for use in locations adhering to the Florida ::Building Code including the High Velocity Hurricane Zone, and ::where pressure requirements as determined by ASCE 7, Minimum ::Design Loads for Buildings and Other Structures, does not exceed ::the design pressures listed. 12'•0" x 8'-0" max nominal size. ::Hurricane protective system Is NOT required. See anchor detail :;DWG-MA-FLO121-OS for additional information. !•4334.5 'Fiberglass Side -hinged Door Units - "• 'Impact Rated i. .... ............ ............................... _ ... ... ..................... 1 Limits of Use Approved for use In HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes 1 Design Pressure: +55.0/-50.5 Other: Evaluated for use in locations adhering to the Florida Building Code including the High Velocity Hurricane Zone, and . ................... ...... _ _......... ... .. . . .......................... . ..................... ;Description -- ..-- .. .............................. :6'-8" Opaque 1/5 and O/S Single Door ... .......................... .....__ ... . Certification Agency Certificate :Quality Assurance Contract Expiration Date 12/31/2010 'Installation Instructions . FL4334 R4 11 FL4334 6 8 Ooanue Anchor.odf Verified By: National Accreditation & Management Institute, : Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: :8'-0" Opaque 1/S and O/S Single Door .................................. _ ......... ......... _ .Certification Agency Certificate : FL4334 R4 C CAC N1004930-R7_PDF -'Quality Assurance Contract Expiration Date 12/31/2010 ;Installation Instructions FL4334 R4 11 FL4334 8 0 Ooaoue Anchor.odf Verified By: National Accreditation & Management Institute, Created by Independent Third Party: -Evaluation Reports : Created by Independent Third Party: ... •8'-0" Opaque O/S Door w/ or w/o Sidelites ... .... ---... :Certification Agency Certificate X4334 R4 C CAC N1005930-R7.PDF .Quality Assurance Contract Expiration Date 12/31/2010 Installation Instructions FL4334 R4 11 FL4334 8 0 Ooaaue Anchor.odf Verified By: National Accreditation & Management Institute, Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: . .. .:; '8'-0' Opaque 1/S Door w/ or w/o Sidelites ......... ........... _.._.— ..... ................... ..... .... ... ..................< . Certification Agency Certificate FL4334 R4 C CAC N1004930 -R7 -PDF .Quality Assurance Contract Expiration Date 12/31/2010 •Installation Instructions : FL4334 R4 11 FL4334 8 0 Ooanue Anchor.odf Verified By: National Accreditation & Management Institute, Created by Independent Third Party: :Evaluation Reports Created by Independent Third Party: :6'-8" Opaque O/S Door w/ or w/o Sidelites r• .... ._.. .. .. .... ... ............... ... . Certification Agency Certificate Quality Assurance Contract Expiration Date 12/31/2010 'Installation Instructions FL4334 R4 11 FL4334 6 8 Ooaoue Anchor.odl Verified By: National Accreditation & Management Institute, -J)Z http://www.floridabuilding.org/pr/pr_app dd.aspx?param=wGEVXQwtDgttSMGyvgTunPuaFlwHGK%2fQSgDaxrLcfx8°/u3d[2/23/2009 10:34:04 AM) W I i al 14I 0� SE �g 'r �� oA gill$ Q^A 3A $ _1 or.�� >3p ate ��vZ N� rpL yA�� . NC YAY. fRAYC iQ16M 97.E75' 78.6 � D. L. MAX - DO. If 9K UB I II Z YAK. PMU MWff 95.150'---� e 0 DDDR mac' MASONITE INTERNATIONAL CORP aro• mam ilASS DOOR 7300 REAMES RD. ENBLY.M,! CHARLOTTE, NC 28216 0L4 I a A W Z � zov C � r. mm v AA N Dy G7 Z Nm 0 � 00 m 'n� y N rn C C x rrl� CD O m n z n n S O 2 �p N v 0 O M r m 07 � LA O �X ;OZi Z to m cif O mNv8 � =n 07 Z yn vzar;+v] A7;Di ZC-n 4K 0H Z Om � Up ,K__ m rn A=Z-iZ� vv m m "'c) C Z CD r nm Z�rr" cz Cv0CA 0 D=m x<m rn M rn 4 OS�SmTDz D D O m Z y O Z n S zrCjnODOAn m z -�vvvzi�'-oZ �mmmz Lo�N fv �m nym�A a N 2 m D; L\n�rx'rrx'rAC N�rm x0)r-4 vrOZ ��v,-�0vv Dnm_r-�(Am0 Mzm Z:vC r� �aD�jj�Z n=ZZZvm-0 x < rn m z ?) V1 D =rr rn m O C O v m 26' — 26' — I. 26' 7.375' ri � O ~L 6" —I 4 MORE EOUNlr SPACED — 6' cL o � 37.125- w � N O zZn-Dry_ x �Zr (A" rT. D o<n rA Doul Vm DNX C -r N Naz OmtnZZC Zi un rn �vr O Vn X''-;Dvrr� D.�iZ D rNn my CA ��M m �LAM F -c mr.c m mccKom . opo = omCDrn 3 SrN�i rn A �; -0 Of Fw fym V) >� A M rn;lD r- ZcoyD rn 0 �D I O run O run _ O �. n rn CO N CO rn N rr-- M v _ �0rn2 z �D 0 D rn m v v IATT I Z IiI,, 'Fibaw Doan mmr MASONITE INTERNATIONAL CORP GDW WOR wail ° 7300 REAMES RD. OR ASSEMBLY: CHARLOTTE, NC 28216 ANa+OmNO LOCATIONS ,DC ®®® I.t N kin 1A rlA�r�� x o mgy�o z CA pFa CGw 21A r -n xg 2 og2 & '_� '`BAR_ x Nm AM, qccvO ��CI�•I l7 -co o� Peg= WIC TRAYS MMHJ 97.075' 78.675' MAX. D.L.O. __ FF1 L- 11 * ILI MpPF Z MAX PARR HEIGHT 9"50'--� 6 0 m C 0 OD mz m� v� rno m r .m =m 3: co VJ O v vY mz 000R wmGucr MASONITE INTERNATIONAL CORP. I —D( �Lss 7300 REAMES RD. !;w_ CHARLOTTE, NC 28216 0 1 O ae i-m oc or I - T I 1 I 6' ^ • NDRE EOUALLY SPACED - 6' Yc, CL 37.125' d'^ .m m ti 1 i 0 26" 7.375' 26' 26' LQ x 5iimw oom moourrI MASONITE INTERNATIONAL CORP. DOLE am uo1pW 7300 REAMES RD. '1 0 r A 3 1 OS FLORIDA CHANGES SWS PART OR ASSEMBLY, CHARLOTTE, NC 28276 �� 10,4 ^ N nin ADDED GLASS DETAIL S� ANDfWK LDUTIDNS m -T, T O� p, —r � T a � 4 MORE EDUALLY SPACED t T I 1 I 6' ^ • NDRE EOUALLY SPACED - 6' Yc, CL 37.125' d'^ .m m ti 1 i 0 26" 7.375' 26' 26' LQ x 5iimw oom moourrI MASONITE INTERNATIONAL CORP. DOLE am uo1pW 7300 REAMES RD. '1 0 r A 3 1 OS FLORIDA CHANGES SWS PART OR ASSEMBLY, CHARLOTTE, NC 28276 �� 10,4 ^ N nin ADDED GLASS DETAIL S� ANDfWK LDUTIDNS 0 1 W N — D �0 '-nz2 0x-XCD -nrrn> -Mv_IZ A z0 Z Vfrn >K rnz--1i0 S C) i �\ S C N C I f VIOrn;0 0 rn 3 �C \1%0 ZCOOO;D O� rn rx xNDO-OOZ��ZZ IA to 0 D N > rrnm-Zn �tA;'I Dy tAmtn1> _ Z 0 co V)-< K ->m �r,*1�mG7NDN D m * frn —M 0-4 C 02 -I�ZN 0NZ_,-ni00 m rn yA prn c) vZVfZZim7o r ,n ;v n -n mor Z a -1 r' Z CC I ��t_*1 =��mmmo0 0 �� �mAD -Iv 0rrZ S rel �Z;D �O`T 00C) �'�1vv v�-.Ir-rn N!'I0 O z =mN eD')OM CD Z^;00 D n M.C)rnz X-r�� Z x iC D' Svrn -00 S tt**71 D Z A 0 OZC 0-0Cvrn rrn � z Z Z Zz� =N=ivZrn O Cv0 z(�Z v' OCD D= m r C O --4 _ZX m O Arm Fn- -Zi c� i . zo FP n A Z r FI ' I 2 \O rn to o r I O L 1/TI O mZ =U N G p ZD z> 0 7C Z x v N Cr r x EV C-4yDr'f-D r`?rq r CID 5DnD7-t r+1 O rn �Z; mDKZvZ Z iO ooalZv rnmr0rn 0 y N �rn rS-n Z90 oc -Wrc c rC�-c- m 0;0 O> Z7S� 7C� S 0rnCDm D1+1 Z 7JX ��� Ala to zrM O=1DN � �N rn0 m� I uZi�ovOg CA rn m .-.�mN rm�N P "rr.,v_ >vmz z -4 �� > O 10 r r v o — 26' 26' 26'7I - n m m Z 6' --I � a MORE EOUALLr SPACED I- 6- .CL d 37.125' m ZIAs 1 N r 1 I I I I I I I m m I- 4 MORE EOUALLr SPACED -6" a 6'- m a, --FT �— fel WN wrooucr aro ANCHORING LOC4WN5 MASONITE INTERNATIONAL CORP. 7300 REAMES RD. CHARLOTTE, NC 28216 V ion: Hot Topics Submit Surcharge: Stats & Facts: Publications Ar)plication Search > Application List > Application Detail FL7590•R1 Affirmation 2007 Approved Archived Product Manufacturer MI Windows and Doors Address/Phone/Email 650 West Market Street Gratz, PA 17030 (717) 365.3300 Ext 2560 bsitlinger@miwd.com Authorized Signature Brent Sitlinger bsitlinger@miwd.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Windows Subcategory Single Hung Compliance Method Certification Mark or Listing Certification Agency American Architectural Manufacturers Associan Validated By Referenced Standard and Year (of Standard) Standard AAMA/WDMA/CSA 101/I. S. 2/A440-05 Equivalence of Product Standards Certified By W( I affirm that there are no changes in the new affect my product(s) and my product(s) are in u Florida Building Code. Documentation from approved Evaluation or Validation Entity Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products IFL# i-- 7590.1 4(.,' YE Model, Number or Name Description 165/3000 Continuous Head and Sill Twin 71" x 60" CHS Twin Insulat Window - Fin Frame Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +35.3/-47.2 Other: R-35 Certification Agency Cert FL7590_R1—C_CAC AAN Quality Assurance Contr Installation Instructions FL7590—R 1_II_I nstallation Windows.pdf Verified By: Steven M. Uric Created by Independent T Evaluation Reports ........ .... ......................................................................................................................... Created by Independent T _......_....................... ........ ...........i ......... ................................ _..... ..- ......... _........ ............ ......... _.......... _... .__...-.....___� 7590.2 i 165/3000 Fin Frame 52" x 72" Single Glazed ........................................................................................................................................................................................... Limits of Use Certification Agency Cert Approved for use in HVHZ: No FL7590—R1—C—CAC_AA1v Approved for use outside HVHZ: Yes Quality Assurance Contr I Impact Resistant: No i Design Pressure: +35.3/-40.1 Installation Instructions Other: R-35 FL7590—R1—II_Insiallation ' Windows.ndf i Verified By: Steven M. Uri( Created by Independent T Evaluation Reports Created by Independent T 7590.3 165/3000 Fin Frame 52" x 72" Single Glazed Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +35.3/-45.1 Other: R-35 ...... .. .... .......... ... ..............:.. .. ........................................................ 7590.4 165/3000 Finless/Flange Frame Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +25/-25 Other: R-25 Certification Agency Cert FL7590_R 1__C_CAC—AAN Quality Assurance Contr: Installation Instructions ! FL7590_R1_II_Installation Windows.pdf i Verified By: Steven M. Uri( Created by Independent T 1 Evaluation Reports Created by Independent T ....... ............. ..................... 52" x 71" Insulated Certification Agency Cert FL7590_R 1__C_CAC—AAN Quality Assurance Contr Installation Instructions FL7590_R1_II_165 SH Flz Verified By: Steven M. Uri( Created by Independent T Evaluation Reports Created by Independent T ..................... ................ .......... ........ :...................................................... ..... .................................................................. 7590.5 165/3000 Finless/Flange Frame 36" x 62" Insulated Limits of Use Certification Agency Cert Approved for use in HVHZ: No FL7590_R1_C -CAC_AAN Approved for use outside HVHZ: Yes Quality Assurance Contri Impact Resistant: No Design Pressure: +40/-50 Installation Instructions Other: R-40 FL7590_R1_II_165 SH Flz Verified By: Steven M. Uri( Created by Independent T Evaluation Reports Created by Independent T 7590.6 i 165/3000 Finless/Flange Frame 52" x 71" Insulated Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +25/-25 Other: R-25 Certification Agency Cert Ft.7590_R 1—C_CAC__AAN Hunas.pdf Quality Assurance Contr Installation Instructions FL7590_R1_II_165 SH Flz Verified By: Steven M. Uri( Created by Independent T Evaluation Reports Created by Independent T _...._.... ............ ..... � ..._...._._.. ..._ .. _..._.......... ... . 7590.7 165/3000 Finless/Flange Frame 36" x 62" Insulated i .............................. ........................ :.............................. ........... .................... ... ..... ... .............................................................. . Limits of Use Certification Agency Cert j Approved for use in HVHZ: No FL7590_R1_C_CAC_AA1V Approved for use outside HVHZ: Yes Hungs.pdf Impact Resistant: No Quality Assurance Contrr Design Pressure: +•40/-40 Other: R40' Installation Instructions FL7590_R1_I1._165 SH Flz Verified By: Steven M. Uric Created by Independent T Evaluation Reports W3 Created by Independent T . .......... -----__ _-- -—....._—.__._.._......-.._.._...............----..___ 7590.8 i 165/3000 Flange Frame 52" x 72" Insulated Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +20/-20 Other: R-20 7590.9 165/3000 Flange Frame Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +35.3/-35 Other: R•35 Certification Agency Cert FI..7590_R 1 _(-._C-AC—AA Quality Assurance Contr: Installation Instructions FL7590_R1_II_165 SH FIz Verified By: Steven M. Uric Created by Independent T Evaluation Reports Created by Independent T 52" x 72" Single Glazed Certification Agency Cert FL7590_R1_C_CAC AAN Quality Assurance Contr: Installation Instructions FL7590_R1_II_165 SH Fla Verified By: Steven M. Uri( Created by Independent T Evaluation Reports Created by Independent T .... .._.... ............... ---........—_._.;........---...... --- .... ......... —._......... _ 7590.10 1. 185/3185 Flange Frame 52" x 71" Insulated Limits of Use Certification Agency Cert Approved for use in HVHZ: No FL.7590_R1_C_CAC_AAN Approved for use outside HVHZ: Yes Quality Assurance Contrr Impact Resistant: No Design Pressure: +55/-55 Installation Instructions Other: R-55 FL7590_R1_II_185-3185 Verified By: Steven M. Uri( Created by Independent T Evaluation Reports 's Created by Independent T 7590.11 185/3185 Flange Frame 36" x 62" Insulated Limits of Use Certification Agency Cert Approved for use in HVHZ: No FL7590_R1_C_CAC_AAN Approved for use outside HVHZ: Yes Quality Assurance Contr Impact Resistant: No Design Pressure: +60/-60 Installation Instructions Other: R-60' FL7590_R1_ll_185.3185 Verified By: Steven M. Uri( Created by Independent T Evaluation Reports Created by Independent T 7590.12 i 3540 Finless/Flange Frame 52" x 71" Insulated Limits of Use Certification Agency Cert Approved for use in HVHZ: No FL7590_R1_C_CAC_AAN Approved for use outside HVHZ: Yes Quality Assurance Contr Impact Resistant: No Design Pressure: +20/-20 Installation Instructions Other: R-20 FL7590_F.1_II_3540.3240 Schedule.nd/ Verified By: Steven M. Uri( w N 7590.14 650/850 Finless/Flange Frame Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +35.3/-47.2 Other: R-35 52" x 71" Insulated .................................................. . Certification Agency Cert FL7590_R 1_C_CAC_AAN Flancle.ndf Quality Assurance Contr: Installation Instructions FL7590_R1_II_650 SH FIz Verified By: Steven M. Uri( Created by Independent T Evaluation Reports Created by Independent T 7590.15 i 650/850 Finless/Flange Frame 36" x 62" Insulated ' Created by Independent T Approved for use in HVHZ: No I Evaluation Reports Approved for use outside HVHZ: Yes Created by Independent T I ..... ............... .................... ........ ....... :......... ............. ................... ............. .......... ............ i 7590.13 13540 Finless/Flange Frame .................. ....... ............. ........... . 36" x 62" Insulated Limits of Use Certification Agency Cert I Approved for use in HVHZ: No FL7590_R1_C_CAC_AAN i Approved for use outside HVHZ: Yes Quality Assurance Contrr I Impact Resistant: No Verified By: Steven M. Uri( I Design Pressure: +40/-50 Installation Instructions i Other: R-401 FL7590_R1_II_3540-3240 i ........................ -----_—._._..._...._... Schedule.pol '_. 7590.16 1740 Flange Frame �... __._.-.....__.....----- ------•-----------..............................__..._._..........-----.......................-- Verified By: Steven M. Uric i Created by Independent T Approved for use in HVHZ: No Evaluation Reports I Approved for use outside HVHZ: Yes Created by Independent T 7590.14 650/850 Finless/Flange Frame Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +35.3/-47.2 Other: R-35 52" x 71" Insulated .................................................. . Certification Agency Cert FL7590_R 1_C_CAC_AAN Flancle.ndf Quality Assurance Contr: Installation Instructions FL7590_R1_II_650 SH FIz Verified By: Steven M. Uri( Created by Independent T Evaluation Reports Created by Independent T 7590.15 i 650/850 Finless/Flange Frame 36" x 62" Insulated Limits of Use Certification Agency Cert Approved for use in HVHZ: No FL7590_R1_C-CAC_AAN Approved for use outside HVHZ: Yes Flange.pdf Impact Resistant: No Quality Assurance Contr; Design Pressure: +40/-50 Other: R40°" Installation Instructions FL7590-R1_II-650 SH FIi Verified By: Steven M. Uri( Created by Independent T Evaluation Reports i ........................ -----_—._._..._...._... Created by Independent T '_. 7590.16 1740 Flange Frame �... __._.-.....__.....----- ------•-----------..............................__..._._..........-----.......................-- 52" x 71" Single Glazed Limits of Use Certification Agency Cert Approved for use in HVHZ: No FL7590_R1_C-C.AC AAN I Approved for use outside HVHZ: Yes Quality Assurance Contr. i Impact Resistant: No I Design Pressure: +40/-47.2 Installation Instructions Other: R-40 FL7590 R1 II 740-744 SI t Fastener Sr_hedule.pdt Verified By: Steven M. Uric Created by Independent T Evaluation Reports :............................................................................................................................. Created by Independent T ....... I .... ........ I .... ......... I.. . ............ k: .1 ... !Bacliiigi w5 o c c S = o D t a c� u+� y E o T— o G v 11 �� v� tr v �° ool• 5`�u oo c wr Z v S n,`ouE o� ae u o� fi L a 6 = t = �+� oov r tl5 3 w T. v d o c o Uv E�a ves.o� r mD £Ev c°o«ro -C; v � ,C C O y C i t 0 0 C w C p 0 , m O 1I ° � � C O o " �-d O � " u d • � � L (o Eo��..v� �a°�EZ � uc W E i 2s °$ o z o" ro«a`m`�� itsov a O C � ri r v1 �D ri •' n ��:L9n3 Q WW �„ y m u poj n WWWWWW tltlMitltl WW WWW WWWWWWW • F WW WWtltl W WW WW WWWW WWW WW tlW tl .t srcw 'o'i - (ALL) Umtmmqo •DPIno v S tltltltltlM tlaltlMtlM ltltlticc OV(j tltlMMMtltl0MMMOtloo O O 00 o / ' 000000 000000 cf 000000 �fti o O O 0 O pOOOOO O L.f UU cfv uti ai �I Y 111111 11{111 111111 {1111dm 11 1111 i m mo c y p °• � o <1 111{{< ' s o <1 • 3 WWWWWW WWWWWW WWWWWW WWWWWW a WWWWWWWWWWWWWWW g O tlMit41�li! ililalMil� tlilisi;tltl �!i►�ltltltl ..�{ff 1!i{MMMtlil.tlMtl4 OO pOOO DOOOOO 000000 DO AOOO O O O O0 Op0000OOOA 111111 111111 V 111<t1 000 {11111 u fVci tiU 1111111{1!11111 It m U 0 n o WWWWWW WWWWWW WWWWWW WWWWWW W W W WW W WWW W W WW W W dltl:ftltltl tlililMtlil l/tliltltlM A4-4 4 4 a 4.0.0 4144"419-4404,444 � 0 0 0 00 O O O o 00 O 0 0 0 00 O O O o p0 O Opp 00 O O O O 00 O O o 0 111{11 11{111 11{{11 1{1111 1<1111111111t11 k yN+� y+hi�v .NYOhY �r NYnn„� b. nwm• \h\e o tl^m e o\olh\f\• \h�h\no�rm•\Do\mhSUSS No��a\n�.r°t Yni Y Y Y r•Ir:�•^ihr:�i.�ii.:.�iil:"og �gW mY.mmm NY YNNN Yn♦YYY pY Y`^\ swa.YYY .YYY�fY Yw ^ 40 4D nN NN n�119 a1 h.f11A 1fi hl�l�h nh N Nn n ff♦f.nNh W �� Nh�►MfOh ((yy tp rl hAhx NNNNNN N�f .1qm NNN N .f y� mn app�pp QRpqhaQ�j app^ oo s o c c S = o D t a c� u+� y E o T— o G v 11 �� v� tr v �° ool• 5`�u oo c wr Z v S n,`ouE o� ae u o� fi L a 6 = t = �+� oov r tl5 3 w T. v d o c o Uv E�a ves.o� r mD £Ev c°o«ro -C; v � ,C C O y C i t 0 0 C w C p 0 , m O 1I ° � � C O o " �-d O � " u d • � � L (o Eo��..v� �a°�EZ � uc W E i 2s °$ o z o" ro«a`m`�� itsov a O C � ri r v1 �D ri Ca,') k"'Au O "m WRLJ N W f o� O •' ��:L9n3 Q 1107 .fit �„ y m u o m m Ca,') k"'Au O "m WRLJ N W f o� O •' ! Q 3 c y O o � m • F � .t srcw 'o'i - (ALL) Umtmmqo •DPIno v S v o kr y °5 �I Y �u N c y p °• � o o i ' s o • a o• It m U Ca,') k"'Au O "m WRLJ N W f o� O • D W s° C ! Q _ c y O o � m • F � .t srcw 'o'i - (ALL) Umtmmqo •DPIno v S v o kr y °5 Y �u N c y p °• � • o i ' s o • D W s° Lx �o 1 E o 4L .t srcw 'o'i - (ALL) Umtmmqo •DPIno Um t 6 g W \Ck BCIS Home . Log In User Registration Hot Topics` Submit Surcharge Stats & Facts: Publications. FBC `. Product Approval USER: Public User Pioduct Aanioval Manu > Product or plAcatior. Search > Annlication list > Application Detail FL # FL11613 Application Type New Code Version 2007 Application Status Approved Comments Archived I - Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence MI Windows and Doors 650 West Market Street Gratz, PA 17030 (717) 365-3300 Ext 2560 bsitlinger@miwd.com Brent Sidinger bsitlinger@miwd.com Windows Mullions Evaluation Report from a Florida Registered Arc Professional Engineer ±� Evaluation Report - Hardcopy Received Robert A. Walz PE -40456 Architectural Testing, Inc. 12/31/2011 Steven M. Urich, PE r Validation Checklist - Hardcopy Received FL11613_RO_COI_CCF10312008 00001 ndf W-7 Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code 1714.5.5.2 1714.5.5.3 1714.5.5.4 Product Approval Method Method 2 Option B Date Submitted 11/05/2008 Date Validated 11/05/2008 Date Pending FBC Approval 11/13/2008 Date Approved 12/10/2008 Summary of Products FL # Model, Number or Name Description 11613.1 M2246 Mullion Aluminum structural mullion. For us. Limits of Use Installation Instructions Approved for use in HVHZ: No FL11613_RO—II—Mullion evaluation Approved for use outside HVHZ: Yes Verified By: Robert A Walz PE -404 Impact Resistant: No Created by Independent Third Part, Design Pressure: +75/-75 Evaluation Reports _. Other: See Evaluation report for actual design pressures for various FL11613_RO_AE—Mullion evaluatic sizes. Created by Independent Third Part- ......... ......... Back Next DCA Administration Department of Community Affairs Florida Building Code Online Codes and Standards 2555 Shumard Oak Boulevard Tallahassee, Florida 32399-2100 (850) 487-1824, Fax (850) 414-8436 © 2000-2005 The State of Florida. All rights reserved. Copyright and Disclair Product Approval Accepts: 99 ® e!!ifg v..sst.�1 r.i rrM Yf •t.l 0 Installation Requirements: Mullions must be installed as per the manufacturers published installation instructions and as described in the installation drawings listed in the technical documents section of' this report. W9 Engineering Evaluation Report ' V Report No.: WE -2008-158 ttJ Evaluator: Robert A. Walz, P.E. ' c j U) Walz Lnginecrinb J V. 141- qD 1111 1 Hall Road, Suite 110 rZ '; Utica, Michigan 48317 �N t Cn Manufacturer: MI Windows and Doors 650 West Market Street COw Gratz, Pennsylvania 17030 Product: M-2246 - BridgeWood Structural Mullion O � a? N M Description of Product: M-2246 — Structural Mullion. The mullion N is extruded from 6063-T5 aluminum and used in both the vertical and N horizontal orientation in the BridgeWood window series. The mullions p are secured to the substrate using the MT000022 aluminum mullion clip. ° CO CO There are two anchors in each MT000022 mullion clip to anchor the N-- mullion to the substrate. C N Submitted Technical Documentation: 1. Mullion Analysis and Anchorage Report, report number WE -2008-158A sealed by Robert A. Walz. P.E. 2. Installation Details, sheets 1, 2, 3 and 4 of Report Number WE - 2008 -158D sealed by Robert A. Walz, P.E. Installation Requirements: Mullions must be installed as per the manufacturers published installation instructions and as described in the installation drawings listed in the technical documents section of' this report. W9 Mullion Design Pressure Tables M-2246 Horizontal Mullion Capacity with Anchorage into Wood/Concretc/CMU Height/Width 21-518" 25-518" 29-518" 33-518" 37-718" 41-518" 61-518" 73-518" 37-1/4" >75 >75 72 59 48 43 26 21 41-1/4" >75 >75 69 57 47 41 25 20 49-1/4" >75 >75 64 53 44 39 23 19 53414" >75 >75 62 51 42 37 23 18 57-1/4" >75 74 60 49 41 36 22 18 65-1/4" >75 69. 56 46 39 34 21 17 69-1/4" >75 67 54 45 38 33 20 16 77-1/4" >75 63 51 42 36 32 19 16 Transom 21-518" 25-5/8" 29-S/8" 33-5/8" 3T -7-18-7-r-37-118" 37.7/8" 37-718" M-2246 Vertical Mullion Capacity with Anchorage into Wood/Concrete/CMU HeicihtMidth 21-5/8" 25-5/8" 29-5/8" 33-5/8" 37-7/8" 41-518" 61-5/8" 73-518" 37-1/4" >75 >75 >75 >75 >75 >75 >75 >75 41-1/4" >75 >75 >75 >75 >75 >75 >75 >75 49-1/4" >75 >75 >75 >75 >75 >75 >75 >75 53-114" >75 >75 >75 >75 >75 >75 73 73 57-1/4" >75 >75 >75 >75 71 68 63 63 65-1/4" >75 >75 69 63 59 56 49 48 69-1/4" >75 71 64 58 54 51 44 43 77-1/4" 72 1 62 1 56 1 51 47 1 44 1 36 35 Limitations of Use: 1. Maximum product design pressure of +/-75.0 psf. 2. Maximum unit sizes attached to each side of mullion: 77-1/4" wide by 73-5/8" high. 3. Units attached to the mullion must have their own product approval. 4. Units may be mulled indefinitely as long as the maximum unit size is not exceeded. 5. Mullion maybe used horizontally or vertically. 6. Product is not rated for use in HVHZ. 7. Product is not impact resistant and requires impact protection when installed in a Wind Borne Debris Region. 8. Design Pressure of mulled units shall be the lesser of the design pressures of the assembly components, the mullion or the individual units. 9. May be installed in wood, concrete or steel substrate as per installation drawings, sheets 1, 2, 3 and 4 of Report Number WE -2008-158D. MAO Compliance: The above listed products have been shown to demonstrate compliance with the 2007 Florida Building Code and with the Florida Department of Community Affairs for Statewide Product Approval as per Rule 913-72.070 method 1(d). o .E. Florida P.E. 40456 Date: September 11, 2008 W fl I ► N Z F Z Q � O N J C -'K y N WWy Nor� N N ' k, 9 I s 1 t Wf L- Y" w w is Q i 7t w • w w = R R R R § S awl R • R • d R • R w o a o ;a#: A • w • w a $ ^ w R R R R R A g R R R R R R R ��7 H nE •� I.NN � w O _ .�. n� N Z F Z Q � O N J C -'K y N WWy Nor� N N ' k, 9 I s 1 t Wf L- A w w is Q i 7t w • w w = R R R R R • R • R • R • R w o a o A • w • w a $ ^ w R R R R R A g R R R R R R R N Z F Z Q � O N J C -'K y N WWy Nor� N N ' k, 9 I s 1 t Wf L- 4 .. 4 7 ! ■ q « ■ ■ ■ � ■ ! � 2■ m■■ ■ K n�; � 7 - K �- ƒ S - 2 | z� « 2 � §r9 k� � ■ m � &�� �■ § 2\ § a } ■ ; ■ ■ ■ : KID ■ 77§ i� a < ; a ■ ; § � $ / [ kd§ e, 2 ■ § a ,�■a _ s� 2| ■ §§ § �� � f§� § O e § k■aK SUS$§ | ■ ■ ■ ■ §G ■ - e «■ ' oso g( Wo a, 2f ■ ■� �a ° »� ■ § S f 2 § _��� _,-- ■ wx g�k06 IL �2 % t. § 6§ . & K ,e %n 33 2��#s-k z o b� 3.■ . =2%�! 2;§ 2 e , . �!$3 7 ! ■ q « ■ ■ ■ � ■ ! � 2■ m■■ K n�; � 7 - K �- ƒ � \ : ■ # ; ■ ■ � ■ \ } ■ ; ■ ■ ■ : ; ■ / � a ■ ■ a ■ ; e � § ± / � � � ■ ■ ■ a ■ \ / A A A ® e \ � - ■ ■ ■ ■ K $9 ■ k - !� � !2 �! /§ \§ � 7 ,,,jtq � - K �- ƒ � \ - !� � !2 �! /§ \§ � 7 ,,,jtq I - V 4 w W GZi « R W O O = O O 1 n O O J N V N N W Q r Z {y z z � z p vN \ u Wp < 99 ? N U- 5 Cl o < N C�C i1 S W ♦ S \ z p O �a� CIO O Z o e O rx a � A A A e e z� �• .. n Sup pO o F a ti �p Z j =N OWi O m N K a f f 0 f a OcO O G N J f Z NpF �•n ap N ix < W 6 U! ONO pO OCA GI O W F V2� 2Z N� 2NZ 2€ K i 9 W 0 to w n q w W GZi « R = O O = O O 1 n O O J N V N N W Q r y z p vN \ u Z a 99 ? N Cl Z N C�C i1 S W ♦ S \ ■e ! o e � A A A e e ti A A A A a ti �p o - A A A A A A Fig N r - W N Q f N J \ ' o \ OZ2 1 aIZOi m N N z r3 � �W N 0w It �m a 0 w A W GZi a O O J N V N N W Q y z p vN \ u Z a 99 ? N Cl Z N C�C i1 S W ♦ S \ ■e ! �W N 0w It �m a 0 w A * J-MASTER(c) * 04-16-2010 RESIDENTIAL HEAT GAIN / HEAT LOSS CALCULATION (BASED ON A.C.C.A. MANUAL J - EIGHTH EDITION (c) 2003 by A.C.C.A.) ---------------------------------------------------------------------------- Project name : Duplex - Left Side I Prepared by: Address : 1409 West 15th Street I Southern Energy Eval Ser City/State : Sanford 1 122 East Minnesota Ave. Owner : Donald Hunt I Orange City, F1 32763 Builder : Owner 1 1 -800 -329 -SEES (7337) HVAC contr. I FAX:1-800-639-SEES(7337) ---------------------------------------------------------------------------- Cond Flr Area = 1000 ITotal Glass Area = 55.6 1 Zone Faces: East Conditioned Floor Area to Total Glass Area Ratio = 5.6% ---------------------------------------------------------------------------- * USA Climatic Conditions & Design Conditions Geographical Location I Sanford, FLORIDA North Latitude / Elevation 1 28 Deg. 14 Ft.Above Sea Level Outdoor Winter Dry Bulb 1 38 Deg.F Indoor Winter Dry Bulb 1 74 Deg.F Winter Temp. Diff. (wTd) 1 36 Deg.F Outdoor Summer Dry Bulb 1 93 Deg.F Outdoor Summer Wet Bulb 1 76 Deg.F Outdoor Summer Hum. Ratio Gr/Lb 1 37 Indoor Summer Relaltive Hum. 1 50 % Indoor Sumner Design Gr/Lb. 144 Indoor Summer Dry Bulb 1 75 Deg.F Summer Temp.Diff.(sTd) 1 18 Deg.F Summer Daily Range 1 17 Deg.F (Medium Deviation) ---------------------------------------------------------------------------- * HEATING SUMMARY * 0413002.MAX * COOLING SUMMARY * ---------------------------------------------------------------------------- SUBTOTAL = 17857.73 I STRUCTURE SENSIBLE = 8212.30 1 OCCUPANT/APPLIANCE + 4260.00 I SUBTOTAL SENSIBLE = 12472.30 DUCT LOSS + 892.88 1 DUCT GAIN + 1247.22 TOTAL LOSS = 18750.61 1 TOTAL SENSIBLE = 13719.52 MECH.VENT- 100 Cfm + 3960.00 I NECH.VENT- 100 Cfm + 1980.00 1 TEMP -SWING @ 3e/95W x 1.00 EQUIPMENT LOSS = 22710.61 1 EQUIPMENT SENSIBLE = 15699.52 1 ------------------------------------- J.TOTAL LATENT + 5311.06 I------------------------------------- 1 SENSIBLE + LATENT = 21010.58 20% OVERSIZE FACTOR + 4542.12 1 20% SENS.OVRSZE FTR = 3139.90 ACTUAL+208 OVERSIZE = 27252.73 I SENS. + 20% OVERSIZE = 18839.42 ---------------------------------------------------------------------------- * EQUIPMENT SELECTION * ---------------------------------------------------------------------------- EQT. MANUF SENSIBLE CLG_18000 (BTUH) CU MOD @ LATENT CLG _6000 (BTUH) AHU MOD @ TOTAL CLG _24000 (BTUH) HTG INPUT 24000 (BTUH) TONAGE 2.0 HTG OUTPU7 7_24000 (BTUH) (S)EER 14 HTG CFM _800 (BTUH) CLG CFM _800 AFUE/HSPF 8.4 TYPE HP * AIR FLOW FACTORS * HTG FACTOR = .0363096 BTUH per CFM CLG FACTOR = .0523583 BTUS per CFM STRUCTURE DESIGN CFM-- 807.6 SENSIBLE HEAT RATIO = 75% I I I Procedure D Equipment Sizing I I------------------------------------------------------------------------------I 11. Sensible Sizing Loads I I I I Sensible Ventilation Load I I 1.1 x 100 Vent CFM x 18 Degree Summer TD = 1980.00 Btuh I I Sensible Load for Structure + 8212.30 Btuh I I Sum of Ventilation 6 Structure Loads = 10192.30 Btuh I I Rating 6 Temperature Swing Multiplier x 1.00 RSM I I Equipment Sizing Load - Sensible = 10192.3 OBtuh I 2. Latent Sizing Load I Latent Ventilation Load I I 0.68 x 100 Vent CrM x 44 Grains difference = 2992.00 Btuh I I Internal Loads = 230 Btuh x 4 people + 920.00 Btuh I I Infiltration Load from Procedure C + 1399.06 Btuh I I Equipment Sizing Load - Latent = 5311.06 Btuh I I I Calculation Procedures A,B,C,D I I Procedure A Winter Infiltration BTM I I I------------------------------------------------------------------------------I 11. Winter Infiltration CFM Envelope Evaluation # 3 ( Better) I I .7 Air Changes per hour x 8000 Cubic ft. x .0167 = 93.52 CFM I I 12. Winter Infiltration Btuh I I I 1.1 x 93.52 CFM x 36 Degrees Winter TD = 3703.39 Btuh I I 13. Winter Infiltration HTM I I I I 3703.39 Btuh / 95.6 Sq.Ft of total Glass & Door areas = 38.74 HTM I I I I Procedure B Summer Infiltration HTM I I I------------------------------------------------------------------------------I 11. Summer Infiltration CFM Envelope Evaluation # 3 ( Better) I I .35 Air Changes per hour x 8000 Cubic ft. x .0167 = 46.76 CFM I I 12. Summer Infiltration Btuh I I I 1.1 x 46.76 CFM x 18 Degrees Summer TD = 925.85 Btuh I I 13. Summer Infiltration STM I I I I 925.85 Btuh / 95.6 Sq.Ft. of total Glass 6 Door areas = 9.68 HTM I I I I Procedure C Latent Infiltration Gaia I I I------------------------------------------------------------------------------I I 0.68 x I 44 grains difference Q 508 RH x 46.76 CFM = 1399.06 Btuh I I I I I Procedure D Equipment Sizing I I------------------------------------------------------------------------------I 11. Sensible Sizing Loads I I I I Sensible Ventilation Load I I 1.1 x 100 Vent CFM x 18 Degree Summer TD = 1980.00 Btuh I I Sensible Load for Structure + 8212.30 Btuh I I Sum of Ventilation 6 Structure Loads = 10192.30 Btuh I I Rating 6 Temperature Swing Multiplier x 1.00 RSM I I Equipment Sizing Load - Sensible = 10192.3 OBtuh I 2. Latent Sizing Load I Latent Ventilation Load I I 0.68 x 100 Vent CrM x 44 Grains difference = 2992.00 Btuh I I Internal Loads = 230 Btuh x 4 people + 920.00 Btuh I I Infiltration Load from Procedure C + 1399.06 Btuh I I Equipment Sizing Load - Latent = 5311.06 Btuh I I I Abbreveations * Glass/Windows I S.C.= Single Clear S.T. = Single Tint S.R. = Single Reflective I I D.C.= Double Clear D.T. = Double Tint D.R. = Double Reflective I I T.C.= Triple Clear T.T. = Triple Tint T.R. = Triple Reflective I I Shdg-- Shading ; Ovhg = Overhang ; Btm = Bottom ; Hgt = Height I I Sc = Shading Coefficient I I * Inside Shading * I I N.S.= No shades D/B = Drapes or Blinds; R.S. = Roller Shades I I * Other * I 1Whtm = Winter Heat Transfer Multiplier; Shtm = Summer Heat Transfer Multiplierl (Infiltration Us: 1..Sub Standard/Poor; 2..Standard; 3..Better; 4..Excellent I I 1 I IRm #1 Room Name 4• Br -1 Room Square Footage I : 180.60 I I 1 1 Room Deminsion : 14.25x12.67 180.60 I I (Slab on Grade 0 Lin.Ft. 26.90 I IGlass Type Shdg OvHg Botm Hgt Sc Area Loss/Btuh Gain/Btuh I I------------------------------------------------------------------------------I IE -Shaded Area S.C. R.S. 2.0 6.0 5.0 .35 2.14 50.08 I IE -Solar Area S.C. R.S. 14.06 933.58 IE-T.Area Loss S.C. R.S. 16.20 673.60 I Componet Description R -value Area Loss Gain --------------------------------------------------------------------------- IN/W C.B. - Int Insul-Ext. 4• 199.16 1720.74 577.56 I (Under Attic 30 180.60 216.72 251.10 I (Slab on Grade 0 Lin.Ft. 26.90 784.40 000.00 I IGlass/Door Infil. Whtm/38.74 Shtm/9.68 x 16.2 627.59 156.82 I (Appliance Gain Loss Gain I 000.00 390.00 I (Duct Loss/Gain 402.97 135.26 I 201.15 235.91 I (Total Room Loss/Gain 63.60 73.69 4224.20 2595.05 I llnterpolated CFM = 155.23 I ISupply Htg/Clg CFM = 167.40 135.90 I I 31.79 20.90 I (Total Room Loss/Gain IRm #I Room Name Bath Room Square Footage 53.00 I 12 1 Room Deminsion : 5.83x9.083 I I I IGlass Type Shdg OvHg Botm Hgt Sc Area Loss/Btuh Gain/Btuh I I------------------------------------------------------------------------------I I Componet Description R -value Area Loss Gain I I------------------------------------------------------------------------------1 IN/W C.B. - int Insul-Ext. 4 46.64 402.97 135.26 I (Under Attic 30 53.00 63.60 73.69 (Slab on Grade 0 Lin.Ft. 5.80 169.13 000.00 I (Duct Loss/Gain 31.79 20.90 I (Total Room Loss/Gain 667.49 229.85 I (Interpolated CFM = 29.72 ISupply Htg/Clg CFM = 32.20 12.00 I I I IRm #1 Room Name WIC Room Square Footage 36.90 I 13 1 Room Deminsion : 5.83x6.33 I I I IGlass Type Shdg OvSg Botm Hgt Sc Area Loss/Btuh Gain/Btuh I I------------------------------------------------------------------------------I I Componet Description R -value Area Loss Gain I I------------------------------------------------------------------------------I (Under Attic 30 36.90 44.28 51.30 I (Duct Loss/Gain 2.21 5.13 I (Total Room Loss/Gain 46.49 56.43 I lInterpolated CFM = 2.73 ISupply Htg/Clg CFM = 1.70 3.00 I I I IRm #1 Room Name BR -2 Room Square Room Square Footage I : 160.10 1 4 I Room Deminsion : 14.67x10.917 l I I I (Glass Type Shdg OvHg I (Glass Type Shdg I------------------------------------------------------------------------------ OvHg Botm Hgt Sc Area Loss/Btuh Gain/Btuh 1 I IE -Shaded Area S.C. R.S. 2.0 6.0 5.0 .35 2.14 112.48 I 50.08 I IE -Solar Area S.C. R.S. 000.00 14.06 (Duct Loss/Gain 933.58 1 IE-T.Area Loss S.C. R.S. 25.25 1 16.20 673.60 1 I------------------------------------------------------------------------------I I Componet Description R -value Area Loss Gain i I------------------------------------------------------------------------------I IN/W C.B. - Int Insul-Ext. 4 101.16 874.02 293.36 I (Under Attic 30 160.10 192.12 222.59 i ISlab on Grade 0 Lin.Ft. 14.70 428.65 000.00 (Glass/Door Infil. Whtm/38.74 Shtm/9.68 x 16.2 627.59 156.82 I lAppliance Gain ISupply Htg/Clg CFM = 000.00 390.00 1 IDuct Loss/Gain 139.80 204.64 1 ITotal Room Loss/Gain 2935.78 2251.07 I lInterpolated CFM = 122.7 I ISupply Htg/Clg CFM = 106.60 127.90 I I I IRm #1 Room Name Bath Room Square Footage I 80.90 I 15 1 Room Deminsion : 9.16x8.83 l I I I (Glass Type Shdg OvHg Botm Hgt Sc Area Loss/Btuh Gain/Btuh 1 I------------------------------------------------------------------------------1 I Componet Description R -value Area Loss Gain I I------------------------------------------------------------------------------1 (Under Attic 30 80.90 97.08 112.48 I lAppliance Gain 11 000.00 140.00 I (Duct Loss/Gain lUnder Attic 4.85 25.25 1 ITotal Room Loss/Gain 278.21 l 101.93 277.73 lInterpolated CFM = 16.47 I (supply Htg/Clg CFM = 9.70 22.50 1 I I IRm #I Room Name Dining/Kitchen Room Square Footage I : 200.10 I 16 I Room Deminsion : 200.1a 1 I I (Glass Type Shdg OvHg Botm Hgt Sc Area Loss/Btuh Gain/Btuh I I------------------------------------------------------------------------------I Componet Description R -value Area Loss Gain I I------------------------------------------------------------------------------I (Wood Stud-Adj. 11 79.34 257.05 90.44 l lUnder Attic 30 200.10 240.12 278.21 l ISlab on Grade 0 Lin.Ft. 9.90 288.68 000.00 I (Occupant Gain 000.00 600.00 (Appliance Gain 000.00 1180.00 I IDuct Loss/Gain 39.29 214.86 l ITotal Room Loss/Gain 825.14 2363.51 l (Interpolated CFM = 126.03 I ISupply Htg/Clg CFM = 30.00 135.70 l I I I IRm #I Room Name Util/Laundry Room Square Footage 58.00 l 17 I Room Deminsion : 6x9.67 I I (Glass Type Shdg OvHg Botm Hgt Sc Area Loss/Btuh Gain/Btuh --------------------------------------------------------------------------- Componet Description R -value Area Loss Gain IN/W C.B. - Int Insul-Ext. 4 125.36 1083.11 363.54 I (Wood Stud-Adj. 11 58.36 189.09 66.53 I ISolid Core/Wood-Adj. 0 19.00 218.88 93.10 (Under Attic 30 58.00 69.60 80.64 I ISlab on Grade 0 Lin.Ft. 25.30 737.75 000.00 I (Glass/Door Infil. Whtm/38.74 Shtm/9.68 x 19 736.06 183.92 I (Appliance Gain 964.66 I 000.00 320.00 I (Duct Loss/Gain Loss Gain I 151.72 110.77 I ITotal Room Loss/Gain 117.85 39.56 I 3186.21 1218.50 I (Interpolated CFM = 57.9 1 ISupply Htg/Clg CFM = 55.70 65.80 I 1 I IRm #I Room Name Great Rm/Foyer Room Square Footage I : 246.50 18 I Room Deminsion : 246.5a I I I (Glass Type Shdg OvHg Botm Hgt Sc Area Loss/Btuh Gain/Btuh I I------------------------------------------------------------------------------I IE -Shaded Area S.C. R.S. 2.0 6.0 5.0 .35 3.06 71.60 I IE -Solar Area S.C. R.S. 20.14 1337.30 IE-T.Area Loss S.C. R.S. 23.20 964.66 I I------------------------------------------------------------------------------I Componet Description R -value Area Loss Gain I I------------------------------------------------------------------------------I IN/W C.B. - int Insul-Ext. 4 13.64 117.85 39.56 I IN/W C.B. - Int Insul-Ext. 4 158.16 1366.50 458.66 I ISolid Core/Wood-Ext. 0 21.00 241.92 102.90 I ISolid Core/wood-Ext. 0 19.00 216.88 93.10 I (Under Attic 30 246.50 295.80 342.72 I ISlab on Grade 0 Lin.Ft. 27.00 787.32 000.00 (Glass/Door Infil. Whtm/38.74 Shtm/9.68 x 63.2 2448.37 611.78 (Occupant Gain 000.00 600.00 (Appliance Gain 000.00 640.00 IDuct Loss/Gain 322.07 429.76 ITotal Room Loss/Gain 6763.37 4727.38 (Interpolated CFM = 246.55 ISupply Htg/Clg CFM = 245.60 247.50 1 Flcxida Building Code Online 9 Pagel of 5 :. mmunity Affairs r� � SOS Home I tog In I Use, Registration I Hot Topics I Submit surcharge I Stats B Facts I Publications I FBC staff I BQS Site Map I unks I search I ®Product Approval na ■ USER: Public User Product Approval Menu > Product or Application Search > Application list > Application Detail FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence FL5587-R2 Affirmation 2007 Approved Wayne -Dalton, a division of Overhead Door Corporation 3395 Addison Drive Pensacola, FL 32514 (850)475-6000 gtaylor@Wayne-Dalton.com Greg Taylor gtaylor@Wayne-Dalton.com 11 �`f`�� (4* 11 Exterior Doors Sectional Exterior Door Assemblies Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Jeffrey P. Arneson PE -58544 Intertek Testing Services NA Inc. - ETL/Wamock Hersey 05/12/2038 Dole J. Kelley Validation Checklist - Hardcopy Received a RT -11 Referenced Standard and Year (of Standard) Standard ANSI/DASMA 108 Equivalence of Product Standards Certified By Sections from the Code Year 2002 http://www.floridabuilding.org/nr/pr appjtl.aspx?param=wGEVXQwtDqu57vJHpIlTojl... 7/12/2010 Florida Building Code Online Page 2 of 5 � I affirm that there are no changes in the new Florida Building Code which affect my product(s) and my product(s) are in compliance with the new Florida Building Code. Documentation from approved Evaluation or Validation Entity (,Yes C No () N/A Product Approval Method Method 1 Option D Date Submitted 08/13/2008 Date Validated 08/13/2008 Date Pending FBC Approval 5587.1 Date Approved 08/18/2008 Date Revised 02/12/2010 Summary of Products Go to Page m 0 0 Page 1/20 0 FL # IlModel, Number or Name Description 5587.1 5500 / 9700 #0500 9' Max Width x 8' Max Height. Solid only - No glazing available. Limits of Use Installation Instructions Approved for use In HVHZ: No FL5587 R2 II 0500 P5.Ddf Approved for use outside HVHZ: Yes FL5587 R2 _1I Jamb Connection Supplement P8.pdf Impact Resistant: No Verified By: Jeffrey P. Arneson FLORIDA PE 58544 Design Pressure: +12.80/-14.80 Created by Independent Third Party: Yes Other: Evaluation Reports FL5587 R2 AE FL5587-RI Evaluation Report.odf Created by Independent Third Pa : Yes 5587.2 5500 / 9700 #0501 9' Max Width x 8' Max Height. Only available with glazed top section. Limps of Use Installation Instructions Approved for use In HVHZ: No FL5587 R2 n 0501 PS.pdf Approved for use outside HVHZ: Yes FL5587 R2 II Jamb Connection Supplement P8.odf Impact Resistant: No Verified By: Jeffrey P. Arneson FLORIDA PE 58544 Design Pressure. +12.80/-14.80 Created by Independent Third Party: Yes Other: Doors with glazing shall not be used In the wind -Evaluation Reports borne debris region unless protected or unless structure FL5587 R2 AE FL5587-R1 Evaluation Re op rt.odf Is designed as partially enclosed or door Is a replacement Created by Independent Third Party: Yes door. 5587.3 5500 / 9700 #0502 9' Max Width x 8' Max Height. Solid only - No glazing available. Limits of Use Installation Instructions Approved for use In HVHZ: No FL5587 R2 II 0502 PS.pdf Approved for use outside HVHZ: Yes FL5587 R2 II Jamb Connection Supplement P8.Ddf Impact Resistant: No Verified By: Jeffrey P. Arneson FLORIDA PE 58544 Design Pressure: +22.90/-26.30 Created by Independent Third Party: Yes Other: Evaluation Reports FL5587 R2 AE FL5587-R1 Evaluation Report.pdf Created by Independent Third Party: Yes 5587.4 5500 / 9700 #0503 9' Max Width x 8' Max Height. Only available with glazed to section. Limits of Use Installation Instructions Approved for use In HVHZ: No FL5587 R2 II 0503 P5.pdf Approved for use outside HVHZ: Yes FL5587 R2 II Jamb Connection Supplement P8.Ddf Impact Resistant: No Verified By: Jeffrey P. Arneson FLORIDA PE 58544 Design Pressure: +22.90/-26.30 Created by Independent Third Party: Yes Other: Doors with glazing shall not be used In the wind -Evaluation Reports borne debris region unless protected or unless structure FL5587 R2 AE FL5587-Rl Evaluation Report.pdf Is designed as partially enclosed or door Is a replacement Created by Independent Third Party: Yes door. 5587.5 5500/ 9700 #0504 9' Max Width x 8' Max Height. Solid only - No glazing available. Limits of Use Installation Instructions Approved for use In HVHZ: No FL5587 R2 II 0504 P4.Ddf Approved for use outside HVHZ: Yes FL5587 R2 II Jamb Connection Supplement P8.Ddf Impact Resistant: No Verified By: Jeffrey P. Arneson FLORIDA PE 58544 http://www.floridabuilding.org/iD r_app_dtl.aspx?param=wGEVXQwtDqu57vJHpIlToj1... 7/12/2010 Florida Building Code Online Page 3 of 5 Design Pressure: +26.90/-30.80 Created by Independent Third Party: Yes Other: Evaluation Reports R2 AE FL5587-R1 Evaluation Re o� rt.odf FL5587 Created by Independent Third Party: Yes 5587.6 5500 / 9700 #0505 9' Max Width x 8' Max Height. Only available with glazed top section. Limps of Use Installation Instructions Approved for use In HVHZ: No FL5587 R2 II 0505 P4.odf Approved for use outside HVHZ: Yes FL5587 R2 II Jamb Connection Supplement P8.pdf Impact Resistant: No Verified By: Jeffrey P. Arneson FLORIDA PE 58544 Design Pressure: +26.90/-30.80 Created by Independent Third Party: Yes Other: Doors with glazing shall not be used In the wind -Evaluation Reports borne debris region unless protected or unless structure FL5587 R2 AE FL5587-R1 Evaluation Re o� R.pdf Is designed as partially enclosed or door Is a replacement Created by Independent Third Party: Yes door. 5587.7 5500 / 9700 #0506 9' Max Width x 8' Max Height. Solid only - No glazing available. Limits of Use Installation Instructions Approved for use In HVHZ: No FL5587 R2 II 0506 P4.odf Approved for use outside HVHZ: Yes FL5587 R2 II Jamb Connection Suoolement P8.odf Impact Resistant: No Verified By: Jeffrey P. Arneson FLORIDA PE 58544 Design Pressure: +31.20/-35.80 Created by Independent Third Party: Yes Other: Evaluation Reports FL5587 R2 AE FL5587-R1 Evaluation Report.0df Created by Independent Third Party: Yes 5587.8 5500/ 9700 #0507 9' Max Width x 8' Max Height. Only available with glazed top section. Limits of Use Installation Instructions Approved for use In HVHZ: No FL5587 R2 II 0507 P4.odf Approved for use outside HVHZ: Yes FL5587 R2 11 Jamb Connection Suoplement P8.Ddf Impact Resistant: No Verified By: Jeffrey P. Arneson FLORIDA PE 58544 Design Pressure: +31.20/-35.80 Created by Independent Third Party: Yes Other: Doors with glazing shall not be used In the wind Evaluation Reports borne debris region unless protected or unless structure FL5587 R2 AE FL5587-R1 Evaluation Report.odf Is designed as partially enclosed or door Is a replacement Created by Independent Third Party: Yes door. 5587.9 5500/ 9700 #0508 9' Max Width x 8' Max Height. Solid only - No glazing available. Limits of Use Installation Instructions Approved for use In HVHZ: No FL5587 R2 II 0508 P4.Ddf Approved for use outside HVHZ: Yes FL5587 R2 II Jamb Connection Supplement P8.odf Impact Resistant: No Verined By: Jeffrey P. Arneson FLORIDA PE 58544 Design Pressure: +35.70/-41.00 Created by Independent Third Party: Yes Other: Evaluatlon Reports FL5587 R2 AE FL5587-R1 Evaluation Report.Ddf Created by Independent Third Party: Yes 5587.10 5500/ 9700 #0509 9' Max Width x 8' Height. Solid only - No glazing available. Limits of Use Installation Instructions Approved for use In HVHZ: No FL5587 R2 II 0509 P4.Ddf Approved for use outside HVHZ: Yes FL5587 R7 II Jamb Connection Supplement P8.Ddf Impact Resistant: No Verified By: Jeffrey P. Arneson FLORIDA PE 58544 Design Pressure: +45.30/-51.20 Created by Independent Third Party: Yes Other: Evaluation Reports FL5587 R2 AE FL5587-R1 Evaluation Report.odf Created by Independent Third Party: Yes 5587.11 5500 / 9700 #0510 10' Max Width x 8' Max Height. Solid only - No glazing available. Limits of Use Installation Instructions Approved for use In HVHZ: No FL5587 R2 11 0510 P5.odf Approved for use outside HVHZ: Yes FL5587 R2 II Jamb Connection Supplement P8.Ddf Impact Resistant: No Verified By: Jeffrey P. Arneson FLORIDA PE 58544 Design Pressure: +12.80/-14.80 Created by Independent Third Party: Yes Other: Evaluation Reports FL5587 R2 AE FL5587-R1 Evaluation Report.odf Created by Independent Third Party: Yes 5587.12 5500 / 9700 #0511 10' Max Width x 8' Max Height. Only available with lazed top section. Limps of Use Installation Instructions Approved for use In HVHZ: No FL5587 R2 II 0511 PS.Ddf Approved for use outside HVHZ: Yes FL5587 R2 II Jamb Connection Supplement P8.Ddf Impact Resistant: No Verified By: Jeffrey P. Arneson FLORIDA PE 58544 http://www. floridabuilding.orglpr/pr_app_dtl.aspx?param=wGE VXQwtDqu57vJHpI]TojI ... 7/12/2010 Florida Building Code Online Page 4 of 5 Design Pressure: +12.80/-14.80 Created by Independent Third Party: Yes Other: Doors with glazing shall not be used In the wind -Evaluation Reports borne debris region unless protected or unless structure FL5587 R2 AE FL5587-R1 Evaluation Report.odf is designed as partially enclosed or door Is a replacement Created by Independent Third Party: Yes door. 5587.13 5500 / 9700 #0512 10' Max Width x 8' Max Height. Solid only - No glazing available. Limits of Use Installation Instructions Approved for use In HVHZ: No FL5587 R2 II 0512 PS.Ddf Approved for use outside HVHZ: Yes FL5587 R2 II Jamb Connection Supplement P8.odf Impact Resistant: No Verified By: Jeffrey P. Arneson FLORIDA PE 58544 Design Pressure: +19.20/-22.00 Created by Independent Third Party: Yes Other: Evaluation Reports FL5587 R2 AE FL5587-R1 Evaluation Report.odf Created by Independent Third Party: Yes 5587.14 5500 / 9700 #0513 10' Max Width x 8' Max Height. Only available with lazed top section. Limits of Use Installation Instructions Approved for use In HVHZ: No FL5587 R2 II 0513 P5.Ddf Approved for use outside HVHZ: Yes FL5587 R2 II Jamb Connection Supplement P8.Ddf Impact Resistant: No Verified By: Jeffrey P. Arneson FLORIDA PE 58544 Design Pressure: +19.20/-22.00 Created by Independent Third Party: Yes Other: Doors with glazing shall not be used In the wind -Evaluation Reports borne debris region unless protected or unless structure FL5587 R2 AE FL5587-R1 Evaluation Report.odf Is designed as partially enclosed or door Is a replacement Created by Independent Third Party: Yes door. 5587.15 5500 / 9700 #0514 10' Max Width x 8' Max Height. Solid only - No glazing available. Limits of Use Installation Instructions Approved for use in HVHZ: No FL5587 R2 II 0514 P4.pdf Approved for use outside HVHZ: Yes FL5587 R2 II Jamb Connection Supplement P8.Ddf Impact Resistant: No Verified By: Jeffrey P. Arneson FLORIDA PE 58544 Design Pressure: +22.90/-26.30 Created by Independent Third Party: Yes Other: Evaluation Reports FL5587 R2 AE FL5587-RL Evaluation Report.pdf Created by Independent Third Party: Yes 5587.16 5500 / 9700 #0515 10' Max Width x 8' Max Height. Only available with lazed top section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL5587 R2 II 0515 P4.pdf Approved for use outside HVHZ: Yes FL5587 R2 II Jamb Connection Supplement P8.Ddf Impact Resistant: No Verified By: Jeffrey P. Arneson FLORIDA PE 58544 Design Pressure: +22.90/-26.30 Created by Independent Third Party: Yes Other: Doors with glazing shall not be used In the wind- Evaluation Reports borne debris region unless protected or unless structure FL5587 R2 AE FL5587-R1 Evaluation Report.odf Is designed as partially enclosed or door Is a replacement Created by Independent Third Party: Yes door. 5587.17 5500 / 9700 #0516 10' Max Width x 8' Max Height. Solid only - No glazing available. Llmlts of Use Installation Instructions Approved for use In HVHZ: No FL5587 R2 II 0516 P4.Ddf Approved for use outside HVHZ: Yes FL5587 R2 II Jamb Connection Supplement P8.pdf Impact Resistant: No Verified By: Jeffrey P. Arneson FLORIDA PE 58544 Design Pressure: +26.90/-30.80 Created by Independent Third Party: Yes Other: Evaluation Reports FL5587 R2 AE FL5587-R1 Evaluation Report.Ddf Created by Independent Third Party: Yes 5587.18 5500 / 9700 #0517 10' Max Width x 8' Max Height. Only available with lazed top section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL5587 R2 II 0517 P4.Ddf Approved for use outside HVHZ: Yes FL5587 RZ II Jamb Connection Supplement P8.pdf Impact Resistant: No Verified By: Jeffrey P. Arneson FLORIDA PE 58544 Design Pressure: +26.90/-30.80 Created by Independent Third Party: Yes Other: Doors with glazing shall not be used In the wind- Evaluation Reports borne debris region unless protected or unless structure FL5587 R2 AE FL5587-Rl Evaluation Report.pdf Is designed as partially enclosed or door Is a replacement Created by Independent Third Party: Yes door. 5587.19 5500 / 9700 #0518 10' Max Width x 8' Max Height. Solid only - No glazing available. Limits of Use Installation Instructions Approved for use in HVHZ: No FL5587 R2 II 0518 P4.pdf http://www.floridabuilding.orp-/13r/pr—aP pjti.aspx?param=wGEVXQwtDqu57vJHpl]TojI... 7/12/2010 Florida Building Code Online Page 5 of 5 Approved for use outside HVHZ: Yes FL5587 R2 II lamb Connection Supplement P8.pdf Impact Resistant: No Verified By: Jeffrey P. Arneson FLORIDA PE 58544 Design Pressure: +31.20/-35.80 Created by Independent Third Party: Yes Other: Evaluation Reports FL5587 R2 AE FL5587-R3 Evaluation Report.odf Created by Independent Third Party: Yes 5587.20 5500/ 9700 #0519 10' Max Width x 8' Max Height. Solid only - No glazing available. Limits of Use Installation Instructions Approved for use In HVHZ: No FL5587 R2 II 0519 P3.pdf Approved for use outside HVHZ: Yee FL5587 R2 II Jamb Connection Supplement P8.pdf Impact Resistant: No Verified By: Jeffrey P. Arneson FLORIDA PE 58544 Design Pressure: +41.00/-46.30 Created by Independent Third Party: Yes Other: Evaluation Reports FL5587 R2 AE FL5587-R1 Evaluation Report.odf Created by Inde endent Third Party: Yes Go to Page m 0 0 Pagel/20 0 Beck Na:t Department of Community Maps Florida Building Code Online Codes and Standards 2555 Shumard Oak Boulevard Ta/Ahassee, Florida 32399.2100 (850) 487.1824, Fax (850) 474.8436 ® 2000.2010 The State of Florida. All rlght.S reserved. MgM I Accessibility Statement I Plug -In Software I Ly Product Approval Accepts: ®®®® wawa. yr •rrr. http://www.floridabuilding.orglpr/pr app_dtl.aspx?param=wGEVXQwtDqu57vJHpIlTojl... 7/12/2010 )jd ,,Xp i `Y' »8££ '7d 'ti1J sauleH anud ,Ca11eW 0961 Z 1 ZZS :lagwnl l asuaol-1 epuold *.If -ullloo •d saws f -:dautRu3 uRlsad ssail- :03RQ Ions t •, 4ftjk2vci 01/?0/#0 MUM V13--OL99£ 9 01/ZO/#0 MUM V139 --6999E S Oi/ZO/VO 19ZZ6001 239--8999£ V 01/ZO/#0 09ZZ6001 Z)--1999£ E Oi/ZO/#0 69ZZ6001 13--9999£ Z 01/ZO/#0 9SZZ6001 139--5999£ i aIep #bULMPJO uoL1 IJosap 3aa ARS81HUNI131189-SOSIOZiV :StMap 9999aSm :Xq Papaoa,id sI aagwnu 6ulr+eup aqj :s6uln+eup pa4oeIIe uo UMOgS Sy •E •6utmeip juauodwoo ssn,lj lenpinlpul a4I uo umo4s alep aqj 4o3ew Ism jaa4s xapul s141 uo umO4s alep 6utrleip a41 'Z I Idl/ISNV UL paUIPP se 'p,,00a,l 3o uaaul6u0/Jau6lsap 6ulpllnq aqj jo All Ljgpuodsa,l aqj sI a,ln3onils aqj uo3 sluauodwoo ssn,,j asa4I jo AjIllgejps a4l 01 se uoljeulwualap •1 :sa1oR pasol)- SO -L DSV HdW 031 PULM YIN uool3 uolleinp SZ'i 0 3Sd 0'LE - 300a )V3 a41 30 (eS)£00'iE-91919 uOLINS ,lad alep leas 041 JO se astxa IOU pIp 03 le,lnjon,lis a4l ,Io kIPUapl a41 VO'6 uolsua6'aueM33oS auldly (O1S)Z00Z-Id1/saR 00Z)83 IuawalddnS 60OZ Pue LOOZ apo) 6utpling ep p o13 9 '3S 41SI 'M 60VT -- xaldnp junH-.laplln8 Jau140-V1091 oul 'pooh ssnil IIII 1111111111111111111111111111111111111111111111 LEL" IZOLOZ9999WOf11•ol juawnooQ I jo I abed 6661-14 # lenoiddy IonpoJd JO a1eoulu2' epuold fijagwnl l uonezuoyiny3o areouluaZ) Ruuaau18u3 epuolj b '14 v8££ 'tiu 1D sauleH and ADI -19W OS61 •ouI `�o-10 sluouoduzoD auippng AA j j :speo-i u51sa4 wnwlullN :ssajppy :pj000,d jo jaoulRu3 luinuonnS :aJemuoS 8uu2au18u3 :auaiu' ssru•l, :apo IaPoW :iunoZ) ssni j :uoneoupwpi qof aoweougo4 ssn{l, (1DV34-VWner DUIIUer-nUnL UUPlex -- 1vVV W. 1DL11 >L. - ULI) Top chord 2x4 SP b2 N Bot chord 2x4 SP y2 N Webs 2x4 SP y3 Truss spaced at 24.0" OC designed to support 1-4-0 top chord outlookers. Cladding load shall not exceed 3.00 PSF. Top chord must not be cut or notched. See DWGS A12015050109 & GBLLETIN0109 for more requirements. Bottom chord checked for 10.00 psf non -concurrent live load. THE BUILDING DESIGNER IS RESPONSIBLE FOR THE DESIGN OF THE ROOF AND CEILING DIAPHRAGMS, GABLE END SHEAR WALLS, AND SUPPORTING SHEAR WALLS. SHEAR WALLS MUST PROVIDE CONTINUOUS LATERAL RESTRAINT TO THE GABLE END. ALL CONNECTIONS TO BE DESIGNED BY THE BUILDING DESIGNER. 3X4 ir- 3X4 5 r-- 2X4(Al) = 3X4 = LNIE-2-0-0->j I101b U111, YNLYANLU TNUM LUMYUILN INPUT (LUAU, A, UIMLN�,IUNb) NUGMIIILU 01 INU»MPN C 120 mph wind, 15.00 ft mean hgt, ASCE 7-05, CLOSED bldg, Located anywhere in roof, CAT II,' EXP B, wind TC DL -4.2 psf, wind BC OL -5.0 psf. Iw-1.00 GCpi(I/-)-0.18 Wind reactions based on MWFRS pressures. Right end vertical not exposed to wind pressure. In lieu of rigid ceiling use purlins to brace BC @ 24' OC. Deflection meets L/360 live and L/240 total load. 3X4 ADJACENT ROOF LINE 8-5 2 8-0-0 3X4= 5X7= 10.2-12-0-0 -t-1-9-3;� 2-0-0 _- 26-0.0 _I_ 2-0-0 ij;5-go, f 19-5-0 Over 2 Supports ' �i'�i R-172 PLF U-32 PLF W-10-4-0 R-443 U=195 RL=40/-14 PLF Note: All Plates Are 2X4 Except As Shown. Design Crit: FBC2007Res/TPI-2002(STD) PLT TYP. Wave FT RT=20%O% 10 0 9.04. QTY:2 FL 4 R - Scale =.3125" Ft. -WARN ING•• IRUSSIS Rr0U1RC 11I4IME CANI IN 1ABRICAIION. HANOI INC.. SHIPPING. INSIAIITMG AND BRACING. RCFCN 10 BEST (BYTE DING CON►OMf Mt SAFE 1/ INF ORMAIIOM/ PURI ISHED BT 1 . (TRUST /LAIC IRSTIIUIC. 110 NORTH LfC STREET. SUITE 31/. AI[rAMDR1A, vA, fi31A) AMD PICA (MOOD INu15 COUNC II Or ANON ICA, 6]00 EMITNPRISE LANE. MADISON, YI S3719) FOR SAFFII PRACTICES PRIOR TO PERFORMING THISE FU11CIIONS HNLESS OIHf RWISI INOICAILD IOP CIHOND tHALL NAVE PROPERLY AIIACIHFD SINUCIURAI ►ANTIS AND B0I10N CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CLII IMG. • •' �• �\�• '• �. ''•: �R�R No. 62212 V •� TC LL T C D L BC DL 20.0 7.0 10.0 PSF PSF PSF REF R6666- 3 6 6 6 5 DATE 04102110 DRW HCUSR6666 10092258 ITWBuildingC-w-eWsGFDupinc 1181IKSChy,ri- 33844 F•LCOA#0278Apr ­IMPORTANT^IURNISH A COPY or THIS DESIGN 10 THE INSTALLATION CONTRACTOR. 1111 BCG. INC. SMALL 801 eALPINE f NCsrollsletE FOR ANT DEVIATION FROM $HIS DESIGN: ANY FAILURE 10 BUILD THE $RUSS IN CONFORMANCE MIT" ►1: ON IAIRICAIING. HANDLING. SHIPPING.. INSIAILIMG N BRACING Of IRUSSIS DESIGN CONFONMS YI111 ArPIICAetl PROVISIONS Of NDS (NATIONAL DESIGN SPEC. BY Ar LPA) AND 1►T IIW PICC CONNFCIOR PLAIES ARE NAGE 01 701181166A (W."/SS/11 ASTM A653 GRADE 40/60 (Y. K/H.SS) GALY. SIEC1, APPII PLATES 10 EACH PACE Or TRUSS AND. UNICSS OTHERWISE LOCAIFO ON IVIS DESIGN. POSITION IFN DRAWINGS 160A•1. ANY INSP[CTION Of PLA Ift F01 l0YLD BY (1) SNAII 0C rLN ANBCR A3 Of 1111.100) SEC 3 A SIAL 08 IN 15 OKAYING INDICAIFS ACCF►IANCF OF PRBFFS510MAL LNGINFFRIMG RES►ONSIB11llT SOIEIT FOR THE TRUSS COMP08rNt ISIII USE OF 11111 COMPONENT TON ANY OUIIDING IS IHC RESIORSTPITLTIT Or IHC DUTIDINGIDISI f.NI N Pill ANSI/IPII SEC. if •. STATE OF P,f; �I OR1O ••• ��/QNAL G\ 1� ,r B C L L TOT . L D . 0.0 37.0 PSF PSF HC -ENG KD/AP S E Q N - 651335 OUR . FAC. 1.25 FROM EZ SPACING 24.0" JREF- 1UOM6666ZO7 (>ovia-uwner uuilaer-Huns uuplex -- jauv w. itoln al. - I.I) Top chord 2x4 SP N2 N Bot chord 2x4 SP #2 N Webs 2x4 SP H3 (A) Continuous lateral bracing equally spaced on member. In lieu of rigid ceiling use purlins to brace BC @ 24" OC. Bottom chord checked for 10.00 psf non -concurrent live load. MWFRS loads based on trusses located at least 15.00 ft. from roof edge. I111�, UNb rNtrANtU tNUM I.UMI'UltN INrU1 (LUAUS 6 UIML" W") tUDM111tL) 111 IXUb1 MIT. 120 mph wind, 15.00 ft mean hgt. ASCE 7-05, CLOSED bldg, not located within 4.50 ft from roof edge, CAT II, EXP B, wind TC DL -4.2 psf, wind BC DL -5.0 psf. Iw-1.00 GCpi(I/-)-0.18 Wind reactions based on MWFRS pressures. Right end vertical not exposed to wind pressure. Deflection meets L/360 live and L1240 total load. Left bottom chord exposed to wind. 2X4 III LX4 (Al) = �2-0-04-8-0—� 6-5-0 6-5-0 OLE 6-3.4 3'1 2 6-5-0 6-5-0 6.7-0 19-5-0 Over 3 Supports _511 I R-703 U-66 W-8' R-671 U-98 RL -217/-103 R-205 U-15 W-8" +8-0-0 Design Crit: FBC2007Res/TPI-2002(STD) PLT TYP. Wave FT RT=20%O% 10 0 9.04.0 z.OTY:6 L FL/-/4/-/-/R/- 4 R - 'WA NfFEII 10 IT /81111 DI NO COMPONENT SAFETY INf OAMAIIOM). PUBLISHED BY IPI (IRUSS PlAlr INs111U1E. zleJ •YARNIN6•• 1RUSSrs RIOIIIRr rY1REMr CARE IM rABNICAIION. HAND[INO. SHIPPING. IMSTAIIING AND BRACING.4_v� • 7 TC LL 20.0 PSF MORIN L[[ 11Mr[1. SUIT. .... AL[RANDNIA, Y.S. 7711.) AND MICA (WODo IRUSS COUNCIL Of AMERICA. 6700• 1. E.PRISC IANE. MAD150. WI S171f) EOR SAICIr PRACTICES PRIOR 10 PERIORMING Illfs[ IUNCIIONS. UMI CSS' 01111NWISC INDICAiFD TOP C110ND 1NAll MAY( /ROP[RIY Al1ACM[0 SINUCIURAL /MCLS AMD 80110M CIIORD SNAIL NAYf AIIAC.Iro RIGID CTILINGNO. �• .BYEV GZZ1L TAR0lfelr TC BC DL DL 7.0 10.0 PSF PSF ALPINE ITWBulkOlgiiWir+lmerdS�CY�roupIne- 11ni C$CI FL 33" IY. FL COA 90 278 "IMPORTANT••FURMISII A COPT Or THIS OLSIGN TO 111E INSIALt AIION CONIA.CIOA. IIB BN01 CG. INC SNAIL •BC RISPONSIBLI EOR ANY DEVIATION FROM THIS DISIGN: ANY FAIIUAF 10 BUILD t11E (MUSS IN COMIONNA NCC will. IPI: 00 IABRICAIING. HANDLING. SNIPPING. INSIAIITNG L BRACING Or INUSSIS.Q DESIGN CONFORMS WII11 APPIICADIE PROVISIONS or NOS (NA)10NA1 DESIGN SPF C. BY AINPA) AND IPI. IIw eco COTT NI1101 ►LAIft ARL MAO[ Of 70110/16CA (W."/SS/r) ASTM A6S1 GRADE 40/60 (W. Y/".SS) GALV STEEL. APPIY ,LATE 10 EACH EAC[ 01 INUSS AND. UNLESS DIIIERwIsf IOCAICD ON IBIS DESIGN. POSITION PLR DRAWINGS 16OA•7ANY DRAWINGINSPECII Do orINDICAI(sIACCC/IAMC(ODIINOf[SSIDNAl1LMGIIT IEll Nf.(RESPONSIBILITY00SOlfl'FCllFORIN11RusSSEAL COMPOMLNI DISISHOWN. INf SUIIABILIII AND USE Of 11115 COMPONENT FOR ANY BUILDING IS 111r RESPONSIBILITY Of 1111 BO1lGN DING DESIGNER 'ill MSI/IPI I SEC 7. STATE OF t * •• iR VVV ff �SA•A`,�"A•A fONAV. A p r B C TOT OUR.FAC. SPACING L L . L D . 0.0 3 7 1.25 24. . 0 0" P S F P S F 8-5-2 Scale =.3125"/Ft. REF R6666- 36666 DATE 04/02/10 DRW HCUSR6666 10092259 HC -ENG KD/AP SEON- 651373 FROM EZ JREF- 11.10M6666Z07 (lOulq-UWner tTuiiuer-r1Ur1L UUPIex -- IgUy W. 37L11 JL. - LL Top chord 2x4 SP N2 N Bot chord 2x4 SP #2 N Webs 2x4 SP #3 (A) Continuous lateral bracing equally spaced on member. In lieu of rigid ceiling use purlins to brace BC @ 24" OC. Truss passed check for 20 psf additional bottom chord live load in areas with 42" -high x 24" -wide clearance. IN1b UNb YNtVANLU tNUM LUMYUILN INPUT (LUAUS 6 UIMtN31UNb) bUDMIIILU Of INUt.N Mt N. 120 mph wind, 15.00 ft mean hgt, ASCE 7-05, CLOSED bldg, Located anywhere in roof, CAT 11, EXP B, wind TC DL -4.2 psf, wind BC DL -5.0 psf. Iw-1.00 GCpi(-1/-)-0.18 Wind reactions based on HWFRS pressures. Right end vertical not exposed to wind pressure. Bottom chord checked for 10.00 psf non -concurrent live load. Deflection meets L/360 live and L/240 total load. 2X4 III sA4 (A1) 42-0-0->j l 16 3'112 rf 6-5-0at 6-5-031 r. 663140 `y'1 19-5-0 Over 2 Supports R-856 U-129 W-8" R-717 U=199 RL -299/-103 *8-0-0 Design Crit: FBC2007Res/TPI-2002(STD) PLT TYP. Wave FT RT=20% O% 10 0 9.04.0 . TY:48 L FL/-/4/-/-/R/- 4 R - "WA "WARNING— INUSSIt :fOUIRI nIMCILL CARL IN fADRICAIIDU. HANDLING. SHIPPING. IIISIALIING AND BRACING.. Nur: to DCSI (BUILDING CONPONENI SArf11 1Nr ORNA11oN). PUBLISHED OI Irl (TRUSS PLAIT INSTITUTE. rte NO:IH LCI SIRLCI. 1U11C 312. ALCIANDRIA. VA. 77314) AND MICA (WOOD TRUSS COUNCIL 01 A1ICRIC.A. 6300 CNIEAPRI SC IANE. MADISON. WI S3r1%. rOR SArnr PRACIICIS PRION to PIRr O:NING AICA rUNC110115 UNl m �•• �•• •r V �••.• TC T C LL D L 20.0 7 PSF P S F OITERWISC TND1CA110 10► CHORD SIIALL IIA YC 1ROPERLY ATTACHED SIRUCIURAL PANELS AND BOTTOM CHORD SNAtl "AWL • IO .0 A PROPERLY ATTACHED RIGID CEILING. _ • IMPORTANT* *1 URNISH A COPY Of 11115 DESIGN TO 111E INSTALLATION CONTRACTOR. IIW OCT.. INC. SIIALL N01 ' o.622 z r yy lD BC OL 10.0 PSF ALPINE ffW8"Ild"'gComJOEW"anlsGft PI- Haines Ci1 , FL 33844 FL COA qU 278 DL RLSPOIISI:LC ION AMI DC7IAIION Too. 11115 DESIGN: ANY 11.IUNC 10 DL111D 1111 TRUSS IN COM1oNNANCC WILT 1r1: o: IADNICA/TNG. IIANDLINf.. S111PPING. 1NS1AItl.0 I BRACING Or INUSSIS DESIGN CONI ORNS WITH APPLICABLE PR 6NISIDNI of Nos (NATIONAL OC SIW SPf C. BY Af RPA) AND iPl. ItY DCG;••• CONNECTOR PLAIIS ARE MADE Of t0/10/I6GA (W.H/SS/N) 451M A&S3 GRADE 40/60 (W. N/11.SS) GAIV. SIECt. APPLY PlAtfs to EACH PACT Of TRUSS AND. UNIrSS OIxLRWI t[ LOCAI[D ON 1x15 DESIGN. ►OSIIION 1[R DRAWINGS 1604.2 ANr TRS►[[lion Of rule roll OWED 61 (1) SHALT of Pr: ANCI A3 or IP11.7007 SCC 3. A sr AL ON lxlt DRAWING INDICAtErS ACCEPIANCI or PNOIfSSIONAL INCINIfRING RCSPONSIDIIIIY SOMI PON IIIC TRUSS COILPONCNI DESIGN SHOWN. IIIC SUIIAB111II AND UST Or IRIS COMPONENT 1OR ANY BUIIDInG IS THE or'POMSIBILIIf 01 1111 BUILDING Dr SIGNER PIR ANSI/TPI 1 sic 7. • . STATE OF f• f �•• •OA BB6D Ri�••w.• Apr BC TOT LL . L D . 0. 37 0 PSF .0 P S F OUR.FAC. 1.25 SPACING 24.0" 8-5-2 Scale =.3125"/Ft. REF R6666- 36667 DATE 04/02/10 DRW HCUSR6666 10092260 HC -ENG KD/AP SEON- 651300 FROM EZ JREF- 1UOM6666Z07 (1UV39'uWllev DUIPut: l" nU11L uupPeA 34U7 M. I3LFI )L. ULC) Top chord 2x4 SP u2 N Bot chord 2x4 SP #2 N Webs 2x4 SP #3 Truss spaced at 24.0' OC designed to support 1.4-0 top chord outlookers. Cladding load shall not exceed 3.00 PSF. Top chord must not be cut or notched. See DWGS A12015050109 8 GBLLETIN0109 for more requirements. In lieu of rigid ceiling use purlins to brace BC @ 24" OC. Deflection meets L/360 live and L/240 total load. THE BUILDING DESIGNER IS RESPONSIBLE FOR THE DESIGN OF THE ROOF AND CEILING DIAPHRAGMS, GABLE END SHEAR WALLS, AND SUPPORTING SHEAR WALLS. SHEAR WALLS MUST PROVIDE CONTINUOUS LATERAL RESTRAINT TO THE GABLE END. ALL CONNECTIONS TO BE DESIGNED BY THE BUILDING DESIGNER. 3X4 10 IM1�, UNb 1'NLPANLU TNUM LUMI'UILN INPUT (LUAU, 6 UIML"IU") bUUMI IILU D/ INU» MIN. 120 mph wind, 15.00 ft mean hgt. ASCE 7-05, CLOSED bldg: Located anywhere in roof, CAT 11, EXP B. wind TC DL -4.2 psf, wind BC DL -5.0 psf. Iw-1.00 GCpi(-1/-)-0.18 Wind reactions based on MWFRS pressures. Right end vertical not exposed to wind pressure. (A) y3 or better scab brace. Same size 8 80% length of web member. Attach with 10d Box or Gun (0.128"x3',min.)nails @ 6" OC. Bottom chord checked for 10.00 psf non -concurrent live load. (A) 8-5-2 5 r— +8-0-0 2X4 (Al) 3X4 =— L<-2 - 0- 0->J L< -2-0-0->J 19-5-0 Over Continuous Support R-114 PLF U-27 PLF W-19.5-0 RL -21/-7 PLF Note: All Plates Are 2X4 Except As Shown. Design Crit: FBC2007Res/TPI-2002(STD) PLT TYP. Wave FT RT=20% O% 10 0 9. 4 . OOJIK36 TY:2 FL 4 R - Scale =.3125" Ft. ••NARKING'• IR11Sq S RFOUIRI FTIRtMI CANT IN FABRICATION. HANOI ING. SHIPPING. INSIAIIING AND BRACING. RCI CR 10 11 (BUILDING COMPONENT SArrTY INr ORMAIIOM). PUBLISHLD BY III (TRU„ PIAI[ INSTITUTE. 710 T C L L 20.0 PSF REF R6666- 3 6 6 6 8 NORTH LLL STRf ET. SUITE 31t. AIETANDRIA. VA. 11314) AND NICA (WOOD IMUSS COUHCII OF AMERICA. 6300 [NILRIRI,L UML MADISON. YI S3/19) to* SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS UNIrSs OIHC 1111151 IND ICAICO 101 CHORD t11AII NAY[ IRO/TREY AIIAC NCO SIRUC IURAI 1.11111 AND BDITDM CHORD SMALL PLATE A ."DPFRLY ATIAG,IED RIGID GFIItNG. �•• a No. 62212 •';� TC DL BC DL 7.0 10.0 P S F PSF DATE 04102110 DRW IICUSR6666 10092261 ALPINE ITWefrrrdr ComponentsGfoupinF llainCs CI(y,FL 33844 FLCOA#027s •'IM7GRTANT0•f URNIR AnySN A COPY Of THIS Df SIGM 10 THE INSIAILAtIOH CONIRACIOR. PIN BCG. INC. SHALL NOT 01 RES ON%I@Ll IPI; ON fAORICAI/NG. HANDLINGDEVIAT. N FROM 1111S DESIGN: SHIPPING. INSIAILINGANY A BRACINGF010BUILD 1RUSSES!"` '"USS IN CONFORMANCE NIIH DE SI GH COME 011011 WItIF APPLICAIIIE P.01.1.0.1 01 Nos [NA110"AL DESIGN 'Irl. BY AFRIA) ANO 1►1. ITN BCG CONNCCIOR ►LAIC, ARF MADE OF ?0/IB/16W IN.M/SS/R/ ASIM A653 GRADE 40/60 (W. Y/II.SS) GALY. SPLIT. AP IT PIAICS 10 TACIT FACE Or TAUS, AHD. IF , OIIIERWI%t LOCATED ON THIS DESIGN. POSITION PLO DRAWINGS 160A•1. ANT I■SPFCIION OF PLAITS IOLI°NCD BY 11) SHALL BE PER ARNET A3 Of IPII•200) SEC.3. A SEAL ON THIS DNA W ING INDICA1rS ACCOPIANCr 01 /ROTESSIONAI F1IGINEFRING RESPON511111111 SOLELY ION IHC TRUSS COMPONENT SH51GOO S OWSIGHrR' f UI151 /111 1 SEC SUPIABIL111 ANDUSE Of THIS COMPONENT FOR ANY BUILDING IS stir RTSF'ONSIBIIIIY Or PILL * : * ' - '; STATE OF �• J �•• �•I PI ORIOr �� N •• Apr BC LL TOT . L D . 0.0 37.0 P S F P S F HC -ENG KD/AP S E Q N - 651344 DER. FAC. 1 .25 FROM EZ SPACING 24.0" JREF- 1UOM6666ZO7 (1bU14-uwner uUllaer-HUnC Duplex -- 14U9 W. 1tiCn SE. - Gt1A) Top chord 2x4 SP y2 N Bot chord 2x4 SP b2 N Webs 2x4 SP #3 Truss spaced at 24.0' OC designed to support 1-4-0 top chord outlookers. Cladding load shall not exceed 3.00 PSF. Top chord must not be cut or notched. See DWGS A12015050109 8 GBLLETIN0109 for more requirements. Bottom chord checked for 10.00 psf non -concurrent live load. THE BUILDING DESIGNER IS RESPONSIBLE FOR THE DESIGN OF THE ROOF AND CEILING DIAPHRAGMS, GABLE END SHEAR WALLS, AND SUPPORTING SHEAR WALLS. SHEAR WALLS MUST PROVIDE CONTINUOUS LATERAL RESTRAINT TO THE GABLE END. ALL CONNECTIONS TO BE DESIGNED BY THE IN1b UNIX YHtVAHtU tHUM 6UMVUItN INPUT (LUAU. O UIMLNNIUN!,) NUDMIIItU D1 IHU» MtH. 120 mph wind, 15.00 ft mean hgt, ASCE 7-05, CLOSED bldg, Located anywhere in roof, CAT ll, EXP B. wind TC DLA -4.2 psf, wind BC DL -5.0 psf. Iw=1.00 GCpi(•i/-)=0.18 Wind reactions based on MWFRS pressures. Right end vertical not exposed to wind pressure. In lieu of rigid ceiling use purlins to brace BC @ 24" OC. Deflection meets L/360 live and L/240 total load. I +8-0-0 4-4.13 �2-0-0 —a 9-9-0 Over Continuous Support R-117 PLF U-76 PLF W-9-9-0 RL -41/-9 PLF Note: All Plates Are 2X4 Except As Shown. Design Crit: FBC2007Res/TPI-2002(STD.) PLT TYP. Wave FT RT=20% O% 10 0 9.04.0 OTY:2 FL 4 R - Scale =.5" Ft. "WARNING;;, IRUSSIS pIDUIRI L11MrMr CARL 110 rADRICA116N. HANDI IMG. SHIPPING. INS1At11NG AND DRACING. TC LL 20.0 PSF REF R6666 36669 MFfU t0 D[SI (BUILDING conPollr11 SAr LIT INTORNA110N). PUDLISIILD 0r ITT (IMUSS ►LAI. 1NT1IIUlf. ?ID •• MORIN llC Slpf C1, LULL[ ]11. AI CNANONIA, rA, 1i]IA) ARD PICA (MOOD TRUSS COUNCIL Of AMf RICA. 6]00 �• •• INIERIRISC LANE. MADISON. 10I s]F1�) rOM SAIEII PRACTICES PRIOR 10 "(DOMING "EST r"C110Rt IF T C D L 7.0 P S F DATE D 4 / 02110 01111 NY TSC INDIEA ICD IOP CHORD SHALL HAVF 1.0111t. 1 AIIACNLD SINUCTUNAI PANELS AMD DO.10" CNQ11D SHALL HATE P; iStl� A rporrRtr AIIACNLD RIGID [[ICING. No. 62212 I BC DL 10.0 PSF DRW HCUSR6666 10092262 •• IMPORTANT*•r uRNltU A Corr 01 THIS DESIGN 10 THE INSIALtAIION CONTRACTOR. 1110 OCG. INC. Hutt N0T ALPINE DE RES.oNt1DLr FOM ANT DIr1AnoM rROM $HIS DESIGN: ANY FAILURE IO ou1tD THr TRUST IM COMIONMARCL 10TT11 , B C L L 0 . 0 PSF H C -ENG K D A P IPI: OR rADNICAIIMG. IIANDI IMG. SIII PPING, 1NTIALI TNG M DNACIMG Of INUTsrt / 01 SIGN CONTONMS YIIH HP►LICADLE PNOrISIONS 0( Nos INA110NA1 D[SIGN SPCC. Dr Ar LPA) AND IPI. 1110 DCG � .• STATE OF s TOT . L D . 3 7 . 0 PSF F CONNECTOR PLAITS ART HADE Or to/ID/16GA 110,H/SS/q ASIH .6S] GMADE .0(60 (N. N/".%S) GALR. SIEEt. AP►u A p,. S E 0 N - 651351 PIAIFT 10 EACH FACT 01 TRUSS AND. UMIISS OIREMMISE LOCATED ON 11115 DESIGN. POSITION PrR DRAWINGS 160A•2 �♦•. 1TIi/BU11d1 CO.PortQM($ Group Int. ANI IMS►C CIION Or PLAITS FOLLOWFD 91 (1) SHALL RL PFR ANNEX A] Or $PIT -"07 SCC ]. A SEAL ON THIS DM101NG 1ND1CA$rt ACCTPTANCf Of PR01CSS10NAt f11G1NC1R1NG NESPOYTIDIUII tDtflr TOR 111E IMUSS COMPONENT ss/ANAL 6 BUR. FAC. 1.25 FROM EZ Haines City, FL 33844 DEI NG ocs GNu rcN%%SIAS:1:11 IID ;Cc. 2. or THIS co"Poom IOR ANr BUILDING 1S THE RCSPONSIBIL11r Or THE FLCOA#0278 Apr SPACING 24.0" JREF- 1UOM6666ZO7 t10U19-uwner uuiioer-MUnL uuplex -- 19U9 W. 1DLn JL. L1A) Top chord 2x4 SP p2 N Bot chord 2x4 SP #2 N Webs 2x4 SP #3 In lieu of rigid ceiling use purlins to brace BC @ 24" OC. Bottom chord checked for 10.00 psf non -concurrent live load. PROVIDE (3) 16d COMMON (0.162"X3.5') NAILS, TOE NAILED AT B.C. IMI) UNG YNtYANtU tNUM LUMYUItN INPUT (LUAU, 6 UIMtN]IUN�,) !1UDMIIILU DO INU" MIN. 120 mph wind, 15.00 ft mean hgt, ASCE 7-05, CLOSED bldg, Located anywhere in roof, CAT II, EXP B, wind TC DL -4.2 psf, wind BC DL -5.0 psf. Iw=1.00 GCpi(I/-)=0.18 Wind reactions based on MWFRS pressures. Deflection meets L/360 live and L/240 total load. 2X4 ui CALI kMI) = L---- 2 - 0 - 0 —3Nj 1, 4-9-8 J_ 4-7-12 111 iNE 9-9-0 Over 2 Supports R-499 U-88 W=8' RL -162/-64 Design Crit: FBC2007Res/TPI-2002(STD) PLT TYP. Wave FT RT=20%O% 10 0 9.04 0 TC TC LL ••WARNING•• IRut Sts Rt OuIRr fIIRLMr CART IN FABRICAI ION. HANOI IMG. SHIPPING. INSIAIIING AND BRACING NOrIN 10 RCS, (BUII DING CO"POMENI SAF(TI INf OR"AIION), PUBLISIIro or 1►I (I:USS PLA1f INs111UTr. rib •�;f` f N� p TC DL NOR IN ICC .....I, SUITE ]17, AICRA:DRIA, IA. 11]11) AMD PICA (.0001 IRUSS COU NC 11 01 AMFRICA. 6]00 PSF BC DL. ENTERPRISE LANE. MADISON, NI I "" ION SAfEIY PRACIICIS 1BION 10 Pr:rORMING IIIESr IU:CT1011S. UNITSS �w * OIIIC:YISr I:DICATIO IOP [MOND TNALI NAY[ 1.011111 AIIACHID SIIUICIURAL ►.NILS ARD W.ON CNo:D SNALL MAY[ A PRO/r Ntr AI:ACIICD RIf.10 [C ILING No. C^'�� VK BC LL —IMPORTANT DRAT SN A CO►Y Of Illlt o' 'GO 10 IIIC INSIµ LAIION [ORT:ALIO:. IIY BCG, INC. SHALL N01 •BC y T ALPINE RCSPONTIBLC rON ANr Df Yl Ano: ,.oM 11115 oISIGN, ANI rAItuRr 10 ouito IBI IRUSS IN COMEORNANCE NII.. 111: oR IAB:ICAIING. 11A:ILING. 'Trip►TNG. ...... L INC. R BRACING Or TRUSSES. DESIGN CONI O:MS Y.IN AP /I ICABIE P:OYISIONS Of NDS (NAIIONAL DESIGN SPCC. BI AIEPA) AND IP1. IIY BCG CONNECTOR PLATES ARE MADr Of IO/10/16GA (N.11/SS/Y) ASI" A6S] GRADF AO/60 (Y, I/N,SS) GAIY sort. APPLY �Q ' STATE OF L p P ��AN ' TOT.LD. 37.0 PLAIDS 10 [A[11 rAtC Of IRUSS AMD. UNICSt 01111 :YI Sf IOCAIfD ON IBIS OCSIGN. POSITION PON DNAYINGS 16OA-I �•iOBT��I- 17YV6U)Idl ComporlenlsC,roupine l laines Cil ,FL 33844 Ft. COA #0278 1.25 ANY INSIfC1I0N Of PIATIS IO1IOYfD:Y /1) SI1A11 BE PON ANNfr A] 01 1111-7001 SCC ] A SCAT ON IIIIS OR.YIMG INDICAIr1 ACEI►IA NCC Or MOrCSs10NAL rNr,INCERIIIG RLS►O:SIoltllr SOLLLI FOR INC INUSS COMPONENT DESIGN 1"OY:. IIIC SUIIAB II III AND USC Or IBIS...PONT:1 TON A:1 BUIIDI:G IS IIIC :ESPONSIBILIII Of 111E BUILDIRG DE If.NOR PER ANSI/IPI 1 uc. r. Js/pNA� Apr R-347 U-95 OTY:8 L 4 FL/-/4/-/-/R/- R - TC TC LL 20.0 PSF p TC DL 7.0 PSF BC DL. 10.0 PSF * BC LL 0.0 PSF ' TOT.LD. 37.0 PSF DUR.FAC. 1.25 SPACING 24.0" Scale=.5"/Ft. REF R6666- 36670 DATE 04/02/10 DRW HCUSR6666 10092263 HC -ENG KD/AP SEON- 651362 FROM EZ JREF- 11J0M6666Z07 GABLE STUD REINFORCEMENT DETAIL ASCE 7-05: 120 MPH WIND SPEED, 15' MEAN HEIGHT, ENCLOSED, I = 1.00, EXPOSURE C, KzL = 1.00 DIAGONAL BRACE OPTION: VERTICAL LENGTH MAY BE DOUBLED WHEN DIAGONAL BRACE IS USED. CONNECT DIAGONAL BRACE FOR 740/ AT EACH END MAX WEB TOTAL LENGTH IS 14'. VERTICAL LENGTH SHOWN IN TABLE ABOVE. CONNECT DIAGONAL AT MIDPOINT OF VERTICAL WEB. 2X4 SP OR DF -L STUD IR /3. SPF /1//2. H -F 12 OR BETTER DIAGONAL BRACE. SINGLE OR DOUBLE CUT (AS SHOWN) AT UPPER END a REFER TO CHART ABOVE FOR MAX GALE YGRWCAI.-.F,NOTH. BRACING GROUP SPECIES AND GRADES. GROUP A: SPRUCE -PINE -AR HEM -FIR 1 2 STANDARD 12 STUD 3 STUD 3 STANDARD DOUGLAS FIR -LARCH SOUTHERN PINE 3 3 STUD STUD STANDARD STANDARD GROUP B: HEM -FIR 1 At BTR 1 SOUTHERN PINE DOUGLAS FIR -LARCH 2 2 CABLE TRUSS DETAIL NOTES: LIVE IAA. DEFLECTION CRITERIA IS L/240 PROVIDE UPLIFT CONNECTIONS FOR 105 PIF OVER CONTINUOUS BEARING (5 PSF TC DEAD IAAD). CABLE END SUPPORTS LOAD FROM 4' 0' OUTLOOKERS WITH 2' 0" OVERHANG. OR 12• PLYWOOD OVERHANG. ATTACH EACH V BRACE WITH 10d NAILS (0.128"x3- min) # FOR (1) •L• BRACE SPACE NAILS AT 2. O.C. IN IB" END ZONES AND 4' OC. BETWEEN ZONES •; FOR (2) •L' BRACES SPACE NAILS AT 3. O.0 IN 18• END ZONES AND 8. OC. BETWEEN ZONES "L" BRACING MUST BE A MINIMUM OF 80% OF WEB MEMBER LENGTH. CABLE VERTICAL PLATE SIZES VERTICAL LENGTH NO SPLICE LESS THAN 4' 0" 1X4 OR 2X3 GREATER THAN 4' 0 BUT 3X4 LESS THAN 11' 8• GREATER THAN 11' 8" 3 5X4 t REFER TO COMMON TRUSS DESIGN FOR PEAK. SPLICE. AND HEEL PLATES. 2X4 BRACE GABLE VERTICAL SPACING SPECIES GRADE NO BRACES (1) 1X4 "L" BRACE • (1) 2X4 "L" BRACE • (2) 2X4 "L" BRACE •• (1) 2X6 "L" BRACE • (2) 2X6 "L" BRACE •• GROUP A CROUP B GROUP A GROUP B GROUP A CROUP B GROUP A GROUP.B GROUP A GROUP B z W " S P F H F 1 2 3' 7" 6' 3" 6. 5" 7' 4" 7' 7" 8. 9" 9' 0" 11' 7" 11' Il" 13' 9" 14' 0" 3 3' 6" 5' 5" 5' 5" 7' 2" 7' 2' 8' 9" 8' 9" 11' 1" 11' 1" 13' 9" 13' 9" STUD 3' 6" 5' 4" 5' 4" 7' 1" •7' 1" 8' 9" B' 9" 11' 1" Il' 1" 13' 9` 13' 9" STANDARD 3' 6" 4' 7" 4' 7" 6' 1" 6' 1" 1 8' 2" 8' 2" 9' 6" 9' 6" 12' 11" 12' 11" P 1 3' Il" 6' 3" 6' 8" 7' 4" 7' 11" 8' 9" 9' 6" 11' 7" 12' 6" 13' 9" 14' 0" 2 3' 10" 6' 3" 6' 8" 7' 4" 7' 11" 8' 9" 9' 6" 11' 7" 12' 6" 13' 9" 14' 0" (, D F L 3 3' B" 5' 6" 5' 6" 7' 4" 7' 4" 8' 9" 9, 3" 11' 5" II' 5" 13' 9" 14' 0" STUD 3' B" 5' 6" 5' 6" 7' 3" 7' 3" 8' 9" 9' 3" 11' 3" 11' 3" 13' 9" 14' 0" STANDARD 3' 7" 1 4' 9" 4' 9" 6' 3" 6' 3" B' 5" 8. 5" 9' 9" 9' 9" 13' 2" 13' 2" r-41 F W Q Sp F H 71 1 2 4' 1" 7' 1" 7' 4" 8' 5" 8' 8" 10' 1" 10' 4" 13' 3" 13 7" 14' 0" 14' 0" 3 4' 0" 6' 7" 6' 7" B 5 B' 5" 10' 1" 10' 1" 13' 3" 13' 3" 1 14' 0" 14' 0" STUD 4' 0" 6' 7" 6' 7" B' 5` B' 5" 10' 1` 10' 1` 13' 3` IT 3" 14' 0" 14' 0" STANDARD 4' 0" 5' 8" 5' B" 7' 6" 7' 6" 10' 1" 10' 1" II' 8" 11' 8` 14' 0" 14' 0" a " •-'1 P D F L l 4' 6" 7' 1" 7' 8" 8' 5" 9' 1" 10' 1" 10' 10" 13' 3" 14' 0" 14' 0" 14' 0" 2 4. 5" 7' 1" 7' 8" B' 5" 9' 1 10' I" 10' 10" 13' 3" 14' 0" 14' 0" 14' 0" 3 4' 3" 6' 9" 6' 9` B' 5` 6' 11" 10' I" 10' 7" 13' 3` 13' 11` 14' 0" 14' 0" STUD 4' 3" 6' 9" 6' 9" 8' 5" 6' 10" 10' I" 10' 7" 13' 3" 13' 9" 14' 0" 14' 0" STANDARD 4' 1" 5' 10" 5' 10" 7' 8" 7' 8" 10' 1" 10' 3" 11' 11" 11 II A 4' 0" 14' 0" Q1 Q Q .--I SPF H F 2 4' 7" 7' 10" B' 1" 9' 3" 9' 6" Il' 1" 11' 5" 14 0' 14' 6" 14' 0" 14' 0" 3 4' 5" 7' B" 7' B" 9' 3" 9' 3" I1' 1" 11' 1" 14' 0" 14' 0" 14.0" STUD 4' 5" 7' 7" 7' 7' 9' 3" 9' 3" 11' 1" 11' 1" 14' 0 14' 0" 14' 0" 14' 0" STANDARD 4' 5" 6' 7" 6' 7" B' 8" 8' 8" 11' 1" 11' 1" IT 5" 13' 5" 14' 0` 14' 0" S P D F L 1 5' 0" 7' 10" 8' 5" 9' 3" 1 10' 0" 11' 1" 11' I1" 14' 0" 14' 0" 14'_O" 14' 0" #2 4' 10" 7' 10" 8' 5` 9' 3" 1 10. 0" 11' 1" 11' 11" 14' 0" 14' O" 14' 0" 14' 0" 3 4' B" 7' 10" 7' 10" 9' 3" 1 9' 9" 11' 1" 11' 8" 14' 0` 14' 0" 14' 0" 14' 0" STUD 4' 8" 7' 9" 7' 9" 9' 3" 9' 9" 11' 1" 11' B" 14' 0' 14' 0" 14' 0" 1 14' 0" STANDARD 4. 7" 6' 8" 6' 8" B' 10" 1 8' 10" 11' 1" 11. 5" 13' 9" 13' 9" 1 14' 0" 14' 0" DIAGONAL BRACE OPTION: VERTICAL LENGTH MAY BE DOUBLED WHEN DIAGONAL BRACE IS USED. CONNECT DIAGONAL BRACE FOR 740/ AT EACH END MAX WEB TOTAL LENGTH IS 14'. VERTICAL LENGTH SHOWN IN TABLE ABOVE. CONNECT DIAGONAL AT MIDPOINT OF VERTICAL WEB. 2X4 SP OR DF -L STUD IR /3. SPF /1//2. H -F 12 OR BETTER DIAGONAL BRACE. SINGLE OR DOUBLE CUT (AS SHOWN) AT UPPER END a REFER TO CHART ABOVE FOR MAX GALE YGRWCAI.-.F,NOTH. BRACING GROUP SPECIES AND GRADES. GROUP A: SPRUCE -PINE -AR HEM -FIR 1 2 STANDARD 12 STUD 3 STUD 3 STANDARD DOUGLAS FIR -LARCH SOUTHERN PINE 3 3 STUD STUD STANDARD STANDARD GROUP B: HEM -FIR 1 At BTR 1 SOUTHERN PINE DOUGLAS FIR -LARCH 2 2 CABLE TRUSS DETAIL NOTES: LIVE IAA. DEFLECTION CRITERIA IS L/240 PROVIDE UPLIFT CONNECTIONS FOR 105 PIF OVER CONTINUOUS BEARING (5 PSF TC DEAD IAAD). CABLE END SUPPORTS LOAD FROM 4' 0' OUTLOOKERS WITH 2' 0" OVERHANG. OR 12• PLYWOOD OVERHANG. ATTACH EACH V BRACE WITH 10d NAILS (0.128"x3- min) # FOR (1) •L• BRACE SPACE NAILS AT 2. O.C. IN IB" END ZONES AND 4' OC. BETWEEN ZONES •; FOR (2) •L' BRACES SPACE NAILS AT 3. O.0 IN 18• END ZONES AND 8. OC. BETWEEN ZONES "L" BRACING MUST BE A MINIMUM OF 80% OF WEB MEMBER LENGTH. CABLE VERTICAL PLATE SIZES VERTICAL LENGTH NO SPLICE LESS THAN 4' 0" 1X4 OR 2X3 GREATER THAN 4' 0 BUT 3X4 LESS THAN 11' 8• GREATER THAN 11' 8" 3 5X4 t REFER TO COMMON TRUSS DESIGN FOR PEAK. SPLICE. AND HEEL PLATES. "WARNING" READ AND POUIOW ALL 140145 ON THIS SHELF? Trusses require extreme care In fabricating. handling. shipping. Installing and bracing Refer to a fall.. i 1 REF ASCE7-05—CABI2015 BLSI (Building Component Safety Information, by TPI and RCA) for safety pradlee, prior to part. Ing these funetlons Installers shell provide temporary bracing per SCSI. Unless noted othemise, top Ord shall have propery attached structural panels and bottom chord .hall have a properly attached r4i calling. Locations shown tar permanent lateral restraint of webs shall have bracing Installed per Bas secllom B3 t RT. Sea this Job's general notes page for more Information1111T[T F F• 0 DATE 1/1/09 DRWG A12015050109 ••IMPORTANT•• FURNISH COPY OP THD DESIGN TO INSTAIAATION CORRACIOR g� •••`"�• V �S Btddmp Component*OmlQ Inc, RW Sulldlng Components Group Inc. (r1WBCG) shall not be responsible for any deviation tram this design. any failure to build the truss In conformance with TPI, or fabricating. handling. shipping. installing Ar bracing of trusses ,TWBCG connector plates are made of 20/1e/16CA (W.H/S/K) ASSY AM grade 37/40/e0 (K/W/NA) gale. steel. Apply plates to each face of trusa. petitioned as shown above and an Joint Details. A met on this drawing or cover page Indicates acceptance and professional engineering responalblllry solely for the truss component design shown The suitability and use of this component for any building b the •; �;C Q• •" ' �/ $ p No. 62212 �T� A L I * 7W TAX. TOT. LU. 60 PSF Earth City. MOfI7M5 responviblbly of Ilia Building Designer per ANST/TPI 1 Sec 2 W-BCC:..Itwbcg.ccm: TPI: wervApinsl.eom: CA:.. sbclndustrycom: Ice:.w..lcesata.org R . R. STATE OF ?A- AX. SPACING 24.0" GABLE DETAIL FOR LET—IN VERTICALS REFER TO APPROPRIATE ITW CABLE DETAIL FOR MINIMUM PLATE SIZES FOR VERTICAL STUDS. RIGID SHEATHING EERED TRUSS DESIGN FOR PEAK. HEEL PLATES. AL PLATES OVERLAP, USE A IAT COVERS THE TOTAL AREA OF PLATES TO SPAN THE WEB. !X4 2X4 2X8 rmuviuL worim IwnJ run Ururl zrLLJrILU VR If1L LNUIPILLIeLU Irtw3 ULZIUM ATTACH EACH 'r' REINFORCING MEMBER WITH END DRIVEN NAILS. IOd COMMON (0.148'X 3.'.MIN) NAILS AT 4' O.C. PLUS (4) NAILS IN TOP AND BOTTOM CHORD TOENAILED NAILS. 10d COMMON (0148'x3'.MIN) TOENAILS AT 4' O.C. PLUS (4) TOENAILS IN TOP AND BOTTOM CHORD THIS DETAIL TO BE USED WITH THE APPROPRIATE ITW CABLE DETAIL FOR ASCE WIND LOAD. ASCE 7-98 GABLE DETAIL DRAWINGS A13015980109, A12015980109. A11015980109, A10015980109, A13030980109. A12030980109, A11030980109, A10030980109 ASCE 7-02 GABLE DETAIL DRAWINGS A13015020109, A12015020109. A11015020109, A10015020109. A14015020109, A13030020109, A12030020109, A11030020109, A10030020109, A14030020109 ASCE 7-05 GABLE DETAIL DRAWINGS A13015050109. A12015050109. A11015050109, A10015050109. A14015050109, A13030050109, A12030050109, A11030050109, A10030050109. A14030050109 SEE APPROPRIATE ITW CABLE DETAIL FOR MAXIMUM UNREINFORCED CABLE VERTICAL LENGTH 'T' REINFORCEMENT ATTACHMENT DETAIL T' REINFORCING T' REINFORCING MEMBER MEMBER TOENAIL - OR - ENDNAIL TO CONVERT FROM 'L' TO T' REINFORCING MEMBERS. MULTIPLY T' INCREASE BY LENGTH (BASED ON APPROPRIATE ITW CABLE DETAIL). MAXIMUM ALLOWABLE 'r' REINFORCED CABLE VERTICAL LENGTH IS 14' FROM TOP TO BOTTOM CHORD. WEB LENGTH INCREASE W/ "T" BRACI WIND SPEED AND MRH 'r' REINF. MBR SIZE " r, INCREASE 140 MPH 15 FT 2x4 10 % 2x8 50 % 140 MPH 30 FT 2x4 10 9e 2x6 50 % 130 MPH 15 FT 2x4 10 % I 2x6 50 % 130 MPH 30 FT 2x4 10 R 2x6 50 % 120 MPH 15 FT 2x4 10 % 2x8 50 % 120 MPH 30 FT 2x4 10 % 2x6 40 % 110 MPH 15 FT 2x4 10 9. 2x8 40 R 110 MPH 30 FT 2x4 10 % 2x8 50 7e 100 MPH? 15 FT x4 7. 2x8 30 9. 100 NPH 30 FT 2x4 10 9. 2x8 40 9. 90 MPH 15 FT 2x4 20 7. 2x8 20 % 90 MPH 30 FT 2x4 20 % 2x6 30 % EXAMPLE: ASCE WIND SPEED = 100 MPH MEAN ROOF HEIGHT = 30 FT. Kzl = 1.00 CABLE VERTICAL = 24' 0 C. SP 03 T' REINFORCING MEMBER SIZE = 2X4 T' BRACE INCREASE (FROM ABOVE) - 107. = 1.10 (1) 2X4 'L' BRACE LENGTH = 6' 7' MAXIMUM `r' REINFORCED CABLE VERTICAL LENGTH 1.10 x 6' 7' - 7' 3' "WARNING" RGD AND POIJUW ALL NOM ON THIS SHFk'h REF LET—IN VERT Trusses require eslreme care In fabricating. handling. shipping. Installing and bracing Refer to and Is. DATE,' 1/1/09 DCSI (Building Component Safely Information, by TPI and RCA) for safety practices prior to perfor mg these lunellons. WI.Uen shall provide temporary bracing per 81,.11. Unless noted otherwise, top hord C erly attached shall have propstrum... I panel. and bottom chard sh.H hue • properly attached DRWG GBLLETIN0109 ceiling. locations shown for permanent lateral restraint of webs shall have bracing Installed per sections 03 • 07. See this job's general notes page for mon information ••IMPORANT•• • G •••� '\`' 70 FURNISH COPY OF THIS DESIGN TO 11MALIATION CONMCR ITW Building Components Group Inc. (rrWBCC) be for any deviation from this design, V : E ., (r Btaldnp Components Group lea shell not responsible any failure to build the truss In conformance with TPI, or fabricating. handling. shipping. Installing ! s, bracing of trusses. rrWBCC connector plates arc made of 20/Ig/I8CA (W,H/S/K) AMU A853 grade 37/40/60 No. 62212 MAX TOT. LD 60 PSF (K/W/H.3) gah, steel Apply plates to each face of truss. positioned as shown above and on Joint Decal.. A seal on this drawing or cover page Indicates acceptance and professional engineering respomlblllty solely for the lruas component design shown The suitability and use of this component for any building Is the '02 '10* * responsibility of the Building Designer ANST/TPI I Sec. 2. ; DUR. FAC. ANY EeM.MORIM5 �r per : TPI: wpinst.ca: Wwry... rM-BCC: www.it.bcticomww.t mTCA: ww.sbcindualcom: )CC: �'� STATE OF �._ t.Qr MAX SPACING 24.0" CLB WEB BRACE SUBSTITUTION THIS DETAIL IS TO BE USED WHEN CONTINUOUS LATERAL BRACING (CLB) IS SPECIFIED ON A TRUSS DESIGN BUT AN ALTERNATIVE WEB BRACING METHOD IS DESIRED. NOTES: THIS DETAIL IS ONLY APPLICABLE FOR CHANGING THE SPECIFIED CLB SHOWN ON SINGLE PLY SEALED DESIGNS TO T—BRACING OR SCAB BRACING. ALTERNATIVE BRACING SPECIFIED IN CHART BELOW MAY BE CONSERVATIVE. FOR MINIMUM ALTERNATIVE BRACING, RE—RUN DESIGN WITH APPROPRIATE BRACING. WEB MEMBER SPECIFIED CLB ALTERNATIVE BRACING SIZE BRACING T OR L—BRACE SCAB BRACE 2X3 OR 2X4 1 ROW 2X4 1-2X4 2X3 OR 2X4 2 ROWS 2X6 2-2X4 2X6 1 ROW 2X4 1-2X6 2X6 2 ROWS 2X6 2-2X4(*) 2X8 1 ROW 2X6 1-2X8 2X8 2 ROWS 2X6 2-2X6(*) T—BRACE. L—BRACE AND SCAB BRACE TO BE SAME SPECIES AND GRADE OR BETTER THAN WEB MEMBER UNLESS SPECIFIED OTHERWISE ON ENGINEER'S SEALED DESIGN. (*) CENTER SCAB ON WIDE FACE OF WEB. APPLY (1) SCAB TO EACH FACE OF WEB T—BRACING OR T—BRACE L -BRACING: OR L—BRACE APPLY TO EITHER SIDE OF WEB NARROW FACE. ATTACH WITH 10d BOX OR GUN (0.128"x 3.".MIN) NAILS. AT 6" O.C. BRACE IS A MINIMUM 80% OF WEB MEMBER LENGTH T—BRACE L—BRACE SCAB BRACING: APPLY SCAB(S) TO WIDE FACE OF {WEB. NO MORE THAN (1) SCAB PER FACE. ATTACH WITH 10d BOX OR GUN (0.128"x V%MIN) NAILS. AT 6" O.C. BRACE IS A MINIMUM 80% OF WEB MEMBER LENGTH SCAB "WARNING" READ AND FOU1011 ALL NOM ON THIS SHECh TC LL PSF REF CLB SUBST. Tru»es require extreme Care In fabricating, handling, shipping. Installing and bract.. Refer b and f DATE 1/1/09 Bal (Bwldlng Component Safety Information, by TPI and W7CA) for safely pnelices prior la perfor these tune' tons. Installers shall provide temporary bracing per Bal Unless noted omer.lse. lop are TC UL PSF 1111T[W shall have properly attached structural panels and bottom chord shall neve a properly altaM- gid calling. Locations shown for permanent lateral restraint al .she shall have bracts. Installed per sections 83 i BY. See this Job's general notes page for more Information. C�BC DL PSF DRWG BRCLBSUB0109 ••IYPORTAHT'• FURNISH COPY OP THIS DESIGN TO INSTAUXITON CONTRACTOR. Us Budding Components Group Inc. be for deviation from this deal G {� •'�f��c .•'�,�CEIVSF .(1 : BC LL PSF Btdldliv Components Croup Inc, (f17BCC) shall not responsible any any failure to build the truss In conformance with TPI. or fabrlcaHng, handling, shipping. Wtalling t bracing of trues RWBCG connector plates arc made of 20/I6/I6CA (W.H/S/K) ASTM AgSS grade 37/e0/ Q•: ,; V •:•� OT. LD. PSF (K/W/H.S) gals. steel. Apply plales to each face of truss, positioned As shown above and on Joint Details No. 62212 A seal on thla drawing or Cover page Indicates acceptance and professional engineering responsibility coley for the truss component design shown The suitability and use of inti component for any building b the A r� gnr 0 * UR. FAC. rnporolblhry of the Building Designer per ANST/7PI 1 gee 2 =4 ' EarthCRy. MO 03045 ITW-BCG www Itwbe. earn. TPI www Iplmt.com. WTCA: www.abclnduslry.com: ICC: www.tce»fe erg .o': STATE OF re. 'PACING O In jW GE2 N U U GE 40' BERMS BY BUILDER TOP 0 8'-0- Q U GE1 GE2 NI U GE1 BERMS BY BUILDER TOP 0 8'-0- U GE1R — 4.4_ 5'4" 20.8" 5'4" 4'4- — 40' O Ln i YOUR CONTACT FOR THIS JOB IS CHAD VOORHEES PHONE (321) 403-0564 TRUSSWOOD Roof--------------------- &FloorTrusses 3620 Bobbi Lane P.O. Box 5366 Titusville, FL 32783-5366 Of F i ce : (321) 383-0366 Fax : (321) 383-0362 E-Nail:GENERRLOTRUSSWOOD.NET WWW:WWW.TRUSSWOOD.NET CUSTOMER: Owner Builder JOB NAME: Hunt Duplex DRTE: 3/24/2010 JOB NO.: 16014 *BUILDERS WARNING* # THIS LAYOUT IS FOR PLACEMENT OF ENGINEERED COMPONENTS. �! FOR ERECTION AND INSTALLATION (TEMPORARY AND PERMRNENT) FOLLOW INSTRUCTIONS ON BCSI-61 SUMMARY SHEETS AND FINAL ENGINEERING SHEETS FOR EACH TRUSS. SEE FINAL ENGINEERING SHEETS FOR NUMBER OF GIRDER PLIES, CONNECTIONS, WEB CONFIGURATIONS, BRACING, TRUSS SPACING RNO REACTIONS. ALTERATIONS RND/OR REPAIRS TO TRUSSES MUST BE APPROVED IN ADVANCE BY OUR ENGINEERING DEPARTMENT. BACKCHARGES WILL NOT BE ACCEPTED UNLESS OUR ENGINEERING DEPARTMENT APPROVES THEM IN ADVANCE. * ALL PLANS ARE NOT TO SCALE. 00 NOT SCALE ANY PLANS, IF DIMENSIONS ARE MISSING OR ARE UNCLEAR, PLEASE CALL THE OFFICE TO GET THE DIMENSION. LORDING: 2047410-37 psF VINO SPEED: 120 mph ASCE 7-05 Encl. Exp. B SPACING: 2'-0- DRAWN BY: Ellzobeth Zoller PITCH: 5/12 OVERHANG: 2' -0 - CANT.: **f* BEARING SIZE (s): 8- SOURRE FT.: 2446 WRLL HEIGHT(s): 8'-0- p1111mr ' PAmAgE VE N FLAT ■� I I HE tl li I IN ■� I I IN ■�_ IN ■_� I I 1■ ■'— 1 1 —1— ■� I I 1■ ■� I I IN ■�2 LY LEDGER BY 1 -P BU LOE' :-PLY LEDGER BY BUILDER I '■I ■_�__ _I _I _�_■' ■'— ■I I I �■ ■I— I —'■ ■II I I MN �Y� � � I' I � = � 1■ ■1®I I � I I�1■ BERMS BY BUILDER TOP 0 8'-0- Q U GE1 GE2 NI U GE1 BERMS BY BUILDER TOP 0 8'-0- U GE1R — 4.4_ 5'4" 20.8" 5'4" 4'4- — 40' O Ln i YOUR CONTACT FOR THIS JOB IS CHAD VOORHEES PHONE (321) 403-0564 TRUSSWOOD Roof--------------------- &FloorTrusses 3620 Bobbi Lane P.O. Box 5366 Titusville, FL 32783-5366 Of F i ce : (321) 383-0366 Fax : (321) 383-0362 E-Nail:GENERRLOTRUSSWOOD.NET WWW:WWW.TRUSSWOOD.NET CUSTOMER: Owner Builder JOB NAME: Hunt Duplex DRTE: 3/24/2010 JOB NO.: 16014 *BUILDERS WARNING* # THIS LAYOUT IS FOR PLACEMENT OF ENGINEERED COMPONENTS. �! FOR ERECTION AND INSTALLATION (TEMPORARY AND PERMRNENT) FOLLOW INSTRUCTIONS ON BCSI-61 SUMMARY SHEETS AND FINAL ENGINEERING SHEETS FOR EACH TRUSS. SEE FINAL ENGINEERING SHEETS FOR NUMBER OF GIRDER PLIES, CONNECTIONS, WEB CONFIGURATIONS, BRACING, TRUSS SPACING RNO REACTIONS. ALTERATIONS RND/OR REPAIRS TO TRUSSES MUST BE APPROVED IN ADVANCE BY OUR ENGINEERING DEPARTMENT. BACKCHARGES WILL NOT BE ACCEPTED UNLESS OUR ENGINEERING DEPARTMENT APPROVES THEM IN ADVANCE. * ALL PLANS ARE NOT TO SCALE. 00 NOT SCALE ANY PLANS, IF DIMENSIONS ARE MISSING OR ARE UNCLEAR, PLEASE CALL THE OFFICE TO GET THE DIMENSION. LORDING: 2047410-37 psF VINO SPEED: 120 mph ASCE 7-05 Encl. Exp. B SPACING: 2'-0- DRAWN BY: Ellzobeth Zoller PITCH: 5/12 OVERHANG: 2' -0 - CANT.: **f* BEARING SIZE (s): 8- SOURRE FT.: 2446 WRLL HEIGHT(s): 8'-0- p1111mr ' PAmAgE VE N ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 83 The lower the EnergyPerformance Index, the more efficient the home. I certify that this home has complied with the Florida Energy Efficiency Code for Building Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Code compliant features. Builder Signature: Date: Address of New Home: 1409 West 15th Street City/FL Zip: Sanford, FI '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 82.1.1 of Appendix G of the Florida Building Code, Residential, if not DEFAULT. EnergyGauge® USA - FlaRes2008 1409 West 15th Street, Sanford, FI, 1. New construction or existing New (From Plans) 9. Wall Types Insulation Area 2. Single family or multiple family Multi -family a. Concrete Block - Int Insul, Exterior R=4.0 685.36 W b. Frame - Wood, Adjacent R=11.0 156.80 W 3. Number of units, if multiple family 1 Q WA R= ft' 4. Number of Bedrooms 2 d. N/A R= ft' 5. Is this a worst case? No 10. Ceilir g Types Insulation Area 6. Conditioned floor area (ft) 1000 a. Under Attic (Vented) R=30.0 1000.00 fl° b. N/A R= ft2 7. Windows" Description Area c. NIA R= ft' a. U -Factor. Sgl, U=0.80 55.60 ft= SHGC: SHGC--0.35 11. Ducts b. U -Factor: N/A fl' a. Sup: Attic Ret: Interior AH: Interior Sup. R= 6, 200 fN SHGC: 12. Cooling systems c. U-Faclor. N/A ft' a. Central Unit Cap: 24.0 kBtu/hr SHGC: SEER: 14 d. U -Factor: N/A Its 13. Heating systems SHGC: a. Electric Heat Pump Cap: 24.0 kBtu/hr e. U -Factor: N/A fl2 HSPF:8.4 SHGC: 14. Hot water systems 8. Floor Types Insulation Area a. Electric Cap: 40 gallons a. Slab -On -Grade Edge Insulation R=0.0 1000.00 fl= EF: 0.92 b. N/A R= fl' b. Conservation features c. N/A R= ft' None 15. Credits None I certify that this home has complied with the Florida Energy Efficiency Code for Building Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Code compliant features. Builder Signature: Date: Address of New Home: 1409 West 15th Street City/FL Zip: Sanford, FI '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 82.1.1 of Appendix G of the Florida Building Code, Residential, if not DEFAULT. EnergyGauge® USA - FlaRes2008 � O � City of Sanford Planning and Development Services Engineering — Floodplain Management Flood Zone Determination Request Form Name'NCO a j.�u ,,. -t Firm: OQ.r-- Address: I c r3c3 t" kq,�O l 4 c City: C State: Zip Code: 3 Z'? 'T t Phone: 3zf • Z9 h • 54 Fax: Email: Property Address: ( 4 O!L ft t I W Property Owner: Parcel identification Number: 3S• tO. 30 -SO 3 0000 • cD-7 9 0 Phone Number: Sot &,e c,4 c. py<-- Email: The reason for the flood plain determination is: M New structure ❑ Existing Structure (pre -2007 FIRM adoption) ❑ Expansion/Addition ❑ Existing Structure (post 2007 FIRM adoption) Pre 2007 FIRM adoption = finished floor elevation 12" above BFE Post 2007 FIRM adoption = finished floor elevation 24" above BFE (Ordinance 4076) O G O Flood Zone:_ Base Flood Elevation: Datum: I qg6 N Av tS FIRM Panel Number: 170 2q c( 00 70 Map Date: g2T7 The referenced Flood Insurance Rate Map indicates the following: ❑ The parcel is in the: ❑ floodplain ❑ floodway X C O VAg :de- Goo yl'• ❑ A portion of the parcel is in the: ❑ floodplain ❑ floodway °o VA OK The parcel is not in the: K floodplain ❑ floodway ❑ The structure is in the: ❑ floodplain ❑ floodway The structure is not in the:'floodplain ❑ floodway If the subject property is determined to be flood zone 'A', the best available information used to determine the base flood elevation is: Reviewed b : Date: S• Q • f TAEngr-Files\Elevation Certificate\Flood Zone Determination Request Form.doc Seminole County Property Appraiser Get Information by Parcel Number Page 1 of 1 http://www.scpafl.orglweb/re web.seminole_county_title?PARCEL=35193050300000790... 5/12/2010 Dwvm JONN80N, CFA. ASA Y PROPERTY APRRA15ER B,ENUMOLriUfJTY F1- 1101 E. FIN9T Y'r aa"FOND. FL 32771.14M 407.665-7505, VALUE SUMMARY VALUES 2010 Working 2009 Certified GENERAL Value Method Cost/Market CosUMarket Parcel Id: 35-19-30-503-0000-0790 Number of Buildings 0 0 Owner: HUNT DONALD Depreciated Bldg Value $0 $0 Mailing Address: 1000 S MAPLE AVE Depreciated EXFT Value $0 $0 CIty,State.ZipCode: SANFORD FL 32771 Land Value (Market) $11,845 $15.450 Property Address: 1409 15TH (& 1411) ST W SANFORD 32771 Land Value Ag $0 $0 Subdivision Name: FLA LAND AND COLONIZATION COS ADD TO SOUTH SANFORD Just/Market Value $11,845 $15,450 Tax District: S1-SANFORD Exemptions: Portablity Ad) $0 $0 Dor: 00 -VACANT RESIDENTIAL Save Our Homes Adj $01 $0 Assessed Value (SOH) $11.8451 $15.450 Tax Estimator 2010 TAXABLE VALUE WORKING ESTIMATE Taxing Authority Assessment Value Exempt Values Taxable Value County General Fund $11,845 $0 $11.845 Schools $11.845 $0 $11.845 City Sanford $11.845 $0 $11,845 SJWM(Saint Johns Water Management) $11,845 $0 $11.845 County Bondsl $11,845 SO $11.845 The taxable values and taxes are calculated using the current years working values and the prior years approved millage rates. SALES 2009 VALUE SUMMARY Deed Date Book Page Amount Vac/Imp Qualified WARRANTY DEED 10/2008 0 364 $100 Vacant No WARRANTY DEED 06/2000 0],,Sj¢ $100 Vacant No 3870 2009 Tax Value Bill Amount: $301 2009 Certified Taxable Value and Taxes DOES NOT INCLUDE NON -AD VALOREM ASSESSMENTS Find Comparable Sales within this Subdivision LAND LEGAL DESCRIPTION Land Assess Method Frontage Depth Land Units Unit Price Land Value PLATS: Pick....A. FRONT FOOT & DEPTH 50 150 .000 230.00 $11,845 LEG LOT 79 FLA LAND + COLONIZATION COS ADD TO SOUTH SANFORD PB 1 PG 73 NOTE: Assessed values shown are NOT certified values and therefore are subject to change before being finalized for ad valorem tax purposes. "' IJ ou recently purchased a homesteaded property your next ear's property tax will be based on Just/Market value. http://www.scpafl.orglweb/re web.seminole_county_title?PARCEL=35193050300000790... 5/12/2010