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Home My WebLink About705 Pine Ave 12-985; ALTERATIONSEM/NOLE COUNTY A4ULT/%URISO/CTIONAL LIMITED POWER OF ATTORNEY Altamonte Springs, Casselberry, Lake Mary, Longwood, Sanford, Seminole County, Winter Springs Date: , ) a l Z 3 2 o 13 1 hereby name and appoint:y f I "e y 'A an agent of: [Ci..) 0-VIV W Z, tc . rry W l. CO- Name Name of Company) to be my lawful attorney-in-fact to act for me to apply for, receipt for, sign for and do all things necessary to this aMppooi/intment for (check only one option): um All permits and applications submitted by this contractor. i>/! The specific permit and application for work located at: e kV t, , 19.4 Ft, 32-7 Street Address) Parcel Identification) Expiration Date for This Limited Power of Attorney: G& -A 3 01 Zol 3 License Holder Name: it I - vulA'c-`/ ZA ' dr -6,W I State License Number: Signature of License Holder: Gra & 17-S- 8 STATE OF FLORIDA COUNTY OF r,t,rF-QR. ra The foregoing instrument was acknowledged before me this JLday of , 20 , by C ts _ Q who is 0 personally known to me or 0-who has produced F L_ e (old ( I'9 as identification and who didC0_'iLd_no ake an oath. Signature of Notary Print or type Notary name Notary Public - Sjof`;aY DEBBIE BLANTON is - State of Florida Commission No.E • : : • My Comm. Expires Feb 25, 2015 Commission # EE 60182 No'ary Sea!) M Commission '-;F ''Y °f" •`Thmugh National Notary Assn. Permit Number Folio/Parcel Identification Number 25-19-30-5AQ-09OC-0060 Prepared by & Return to: Cajarow, Inc. 5703 Red Bug Lake Rd. #228 Winter Springs FL 32708 NOTICE OF COMMENCEMENT State of Florida, County of Seminole MARYANNE NURSE, CLERK OF CIRCUIT COURT SUIINULE CUUNTY 8K OT120 Pg 04591 (1 pg) CLERK"S # 2012022650 RECURD9 02/2%/2012 09853802 AN REWNDIM 1;US 10.00 RECUNDED BY T Van Nuys The undersigned herby gives notice that improvement(s) 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. 1. Description of property (legal description of the property, and street address if available) 705 Pine Ave. Sanford FL 32771 Lot 6 7 & 8 Block 9 TR C TOWN OF SANFORD PB 1 PG 56 2. General description of improvement(s) Interior remodel, replace windows, replace HVAC, replace electrical. Bath addition. 3. Owner information Jason C. Brown Telephone Number: 407-427-6236 705 Pine Ave. Fax Number: Sanford FL 32771 Interest in Property: 100% 4. Fee Simple Title Holder (if other than the owner shown above) 5. Contractor Cajarow, Inc. Telephone Number: 407484-8126 5703 Red Bug Lake Rd #228 Fax Number: 407-749-0033 Winter Springs FL 32708 Interest in Property: 0% 6. Surety (if any) N/A 7. Lender (if any) 8. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by §713.13(l)(a)7., Florida Statutes. 9. In addition to himself or herself, Owner designates the following to receive a copy of the Lienor's Notice as provided in §713.13(1 xb), Florida Statutes. 10. Expiration date of notice of commencement (the expiration date is one 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 LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. 11. rllu k i JASON G . BROW I Signal of owner Signatory's Printed NamelTitile/OfBce or Owner's Autfte4zed Officer/Director/Partner/Manager J713.13111[dD The foregoing instrument was acknowledged before me this day of by monthyear) (name of person) As OWNER for "705' PINE AVt:— Type of authority, e.g., officer, trustee, attorney in fact) (Name of party on behalf of whom instrument was executed) C-S' ` t j (C we // c Y(%-w ' Signature of Notary Public — State of Florida (Print, type, or stamp commissioned name of Notary Public) Personally Known OR Produced ID Type of ID Produced L B650 `f L3 0 3 0 _ S /O y/za Verification pursuant to Section 92.525, Florida Statutes: Under penalties of rjury, l decla that 1 have read the foregoing and that the facts stated in it are true to the best of my knowledge and belief. on Line 11 -Above EDWARD BROWN Notary Public. State of FloridaMyComm. Expires May 19, 20141 ----commission N DD 993579 From: Rodne own Fax. +1 (407) 749-0033 To: r' iio tAngle Plumbing 'r 321-663-5785 May 22, 2012 CAJAROW 5703 Red Bug Lake Rd., #228 Winter Springs, FL 32709 RE: Jason Brown Residence Fax: +1 (407) 686.5152 Page 2 of 3 5/2312012 12:57 q ost,, We propose to furnish all labor and material to complete the following, fixtures will be supplied by the owner: A. 1- Tankless Water heater B. 1- Kitchen sink C. 1- Soaker tub D. 2- Lavatories E. 2- Showers F. 2- Toilets G. 2- Hose bibbs The proposal includes all water piping and sanitary. Echols Plumbing proposes to do the above for the sum of $3,600.00 (Three thousand six hundred dollars and 00/cents). Payment terms: To be determined. If you have any questions, please give me a call. rom: Rodney ;io%vn Fax: +1 (407) 748-0033 To: Fax: +1 X407) 668-5152 Page 3 of 3 5/23/2012 12:57 Page 2 CAJAROW- Jason Brown Residence ACCEPTANCE OF PROPOSAL- The above prices, specifications and conditions are satisfactory and are hereby accepted. You are authorized to do the work as specified. Payment will be made as outlined above. Date of Acceptance 5/11/2012 Si a r RECEIVED CAA rD X011 CITY OF SANFORD Y: BUILDING & FIRE PREVENTION PERMIT APPLICATION I - q ' Ove. I Application No. 1 Documented Construction Value: S 3 f -7 ,,.j A' Job Address: 705- l& e_ Ave. "q( q( 3Z%?1 _ Historic District: Yes No D 4c c X64 b Parcel ID: 3 a - SAn - 0106 - 00 60 Zoning: Description of Work: fi f c-' o+rYvil Plan Review Contact Person:row Title: Go l.ias i Phone: Ito? - Ll io Fax: y07 2 q!T - C703 3 E-mail:,% -ryw ' VCU tea', I-Co,r, Property Owner Information Name , cc..lcan 1dro w^ Phone: 4[o -7't-17_'7- 67-36 Street: Av-t Resident of property? ibCity, State Zip: Contractor Information Name r S.rctiw C Phone: X07 rf 0 K- a Z 6 Street: 5-7o3 nc c( d IA -2 r a bCc Z24 Fax: _ _ _ Lee 1 " 7 'L 2 ' OBD 3 _ City, State Zip: t4/(- rc S/J r i%A r 3 Z ? O% State License No.: G/JG ! Z Sly 0 6r Architect/Engineer Information Name: n 3 3/-3 Phone: '? 2 y 3 " L4 b g S Street: AFax: City, St, Zip: Mme;, lS(g J t L S'LT S 3 E-mail: Bonding Company: X IL Mortgage Lender: Address: Address: Building Permit CJ Square Footage: No. of Dwelling Units: Electrical 0 New Service - No. of AMPS: PERMIT INFORMATION Construction Type: No. of Stories: Flood Zone: Mechanical 0 (Duct layout required for new systems) Plumbing O New Construction - No. of Fixtures: Fire Sprinkler/Alarm 13 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 wiU 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 be applied to your permit fees when the permit is released. F6 22 .2012 ZZ / 20, 2 - Signature of Owner/Agent Date ftu tore of Contractor/ Agent Date JASOl1l G .BROWN OF V ' d.--%e--t - /?,-i° V11 Print Owner/Agent's Name Print Contractor/Agent's Name a/( Tgw" 2 Z v Za C Signature of otary-State of Florida Date Signature of o - tateo 1 DEBBIE BLANTON pr P`S irP .•, : EDWARD BRP65 Notary Public - State of Florida Notary Public - Stat . •= My Comm. Expires Feb 25, 2015 d Commission # EE 60182MyComm. Expires M` Bonded Through National Notary Assn. Commission # D Owner/Agent is Persona y o ontractor/Agent is Personally Known to Me or Produced ID Type of ID S Produce ID Type of ID 0 .exp, toy/y% APPROVALS: ZONING: + I UTILITIES: WASTE WATER: ENGINEERING: FIRE: COMMENTS: BUILDING: PennitNumber tQ- F YS Folio/Parcel Identification Number 25-19-30-5AG-09OC-0060 Prepared by & Return to: Cajarow, Inc. 5703 Red Bug Lake Rd. #228 - Winter Springs FL 32708 NOTICE OF COMMENCEMENT State of Florida, County of Seminole PIANYANNE MUNSE, CLERK OF CIRCUIT COURT XINULE CUUNTY BK 0'1720 Pg 0459; (1 pA ) CLERKS S 0 20I L-022650 RECUNDED 02/27/2012 09:5310P AN RECl1NDIN6 FEES 10.00 RECUNDED BY T Van Nuys The undersigned herby gives notice that improvement(s) 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. 1. Description of property (legal description of the property, and street address if available) 705 Pine Ave. Sanford FL 32771 Lot 6 7 & 8 Block 9 TR C TOWN OF SANFORD PB 1 PG 56 2. General description of improvement(s) Interior remodel, replace windows, replace HVAC, replace electrical. Bath addition. 3. Owner information Jason C. Brown Telephone Number: 705 Pine Ave. Fax Number: Sanford FL 32771 Interest in Property: 4. Fee Simple Title Holder (if other than the owner shown above) 5. Contractor Cajarow, Inc. Telephone Number: 407484-8126 5703 Red Bug Lake Rd #228 Fax Number: 407-749-0033 Winter Springs FL 32708 Interest in Property: 0% 6. Surety (if any) N/A 7: Lender (if any) 407-427-6236 100% 8. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by §713.13(1)(a)7., Florida Statutes. 9. In addition to himself or herself, Owner designates the following to receive a copy of the Lienor's Notice as provided in §713.13(l)(b), Florida Statutes. 10. Expiration date of notice of commencement (the expiration date is one 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 LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. 1 I 19 1 JASON G . BR6W I Signafte of Owner Signatory's Printed NamelTitlelOffice or Owner's Autft6zed OfficerlDirector/Partner/Manager §713.1311][d]) The foregoing instrument was acknowledged before me this_ day of by month/year) (name of person) As OWNJER for -705 PIN. . A\A--- Type of authority, e.g., officer, trustee. attorney in fact) (Name of party on behalf of whom instrument was executed) Signature of Notary Public — State of Florida Print,tetyR14 tIILJO copytype, or stamp commissioned name of No Personally Known OR Produced ID Type of ID Produced L X, Q65T> 1(2-3-. ( 3 r _ CLERK OF NE MORSETOUR 104/y/7-012 hu I CLERK OF CIRCUIT OURT Verification pursuant to Section 82.626, Florida Statutes: Urkler penalties of dury, I declathat I have re RID the facts stated In It are true to the best of my knowledge and belief. 1) PUTv CLER1 2 7 2012 Signature of Signing on Une 11 -Above IT40.,bMpv••- EDWARD BROWNNotarypublicStateofFloridaMyComm. E,cpires May 19,2014Commission # DD 993579 CAJAROW INC., 5703 Red Bug Lake Rd. #228 Winter Springs, FL 32708-4969 407)-484-8126 Fax (407)-749-0033 Build Develop & Design February 21, 2012 Contract # 12-0021 OWNERS: Jason C. Brown ADDRESS: 705 Pine Ave, Sanford FL 32771 PROJECT ADDRESS: 705 Pine Ave, Sanford FL 32771 Parcel ID 25-19-30-5AG-090C-0060 PARTIES: This contract (hereinafter referred to as "Agreement") is made and entered into on this 21—day of February. 2012 , by and between Jason C. Brown hereinafter referred to as "Owners"); and Cajarow, Inc., a Florida Corporation (hereinafter referred to as "Contractor"). In consideration of the mutual promises and covenants contained herein, Owners and Contractor agree as follows: SCOPE OF WORK SERVICES Contractor shall furnish all materials, labor, management, and services to complete bathroom addition and internal renovation per approved plans to the residence based on scope of work approved by Owners, upon that certain parcel of real property located at 705 Pine Ave. Sanford FL 32771. The services to be performed by the Contractor shall include, but not be limited to construction administration and management services, pre -construction services, preliminary project scheduling, preliminary cost estimtes, and management of the construction phase for the completion of the repairs. Contractor's duties shall include scheduling, supervision, coordination of sub -contractors and work reasonably required to complete the installation. Sub -contractors and/or suppliers shall include those necessary to provide, install and complete doors, wood trim, personalty, and improvements in accordance with the approved plans. The installations shall comply with applicable building codes, laws, ordinances and warranties of merchantability, habitability, or quality. COST OF THE WORK: Contractor agrees and has represented to Owners that the cost of the Work will be Twenty Nine Thousand Three Hundred and 00/100($). This is a Fixed Price Contract. LUMP SUM PRICE FOR ALL WORK ABOVE. $29.300.00 PRICE GOOD FOR DURATION OF PROJECT OWNERS MAY IMM/D/ATLY CANCEL THIS CONTRACT IF FINAL DRAWINGS INCREASE CONTRACT PRICE EXCLUSIONS This Agreement does not include labor or materials for the following work: 1. PROJECT SPECIFIC EXCLUSIONS: N/A GENERAL CONDITIONS FOR THE AGREEMENT ABOVE SECTION 1 : RESPONSIBILITIES 1.1 Cajarow, Inc., heretofore referred to as the "Contractor," has the responsibility for providing the services described under the "Scope of Work Services" section. The work is to be performed according to accepted standards of care and is to be completed in a timely manner. 1.2 The "Owners" or a duly authorized representative, is responsible for providing the Contractor with a clear understanding of the project nature and scope. The Owners shall supply the Contractor with sufficient and adequate information, including, but not limited to, maps, site plans, reports, surveys and designs, to allow the Contractor to properly complete the Work specified services. The Owners shall also communicate changes in the nature and scope of the project as soon as possible during performance of the Work so that the changes, if any, can be incorporated into the Work product. SECTION 2: SITE ACCESS AND SITE CONDITIONS 2.1 Owners will grant or obtain free access to the site for all equipment and personnel necessary for the Contractor to perform the Work set forth in this Agreement. The Owners will notify any and all possessors of the project site that Owners have granted Contractor free access to the site. The Contractor is soley responsible for any damge to Owners' property which occurs in the course of the Work. SECTION 3: BILLING AND PAYMENT 3.1 Progress payments to be made in accordance with the following draw schedule as approved by Owner. 20% at contract execution. 60% at roof dried in. 20% at final completion. 3.2 Payment is due upon presentation of invoice or draw inspection and is past due 16 days from invoice date. Owners agrees to pay a finance charge of one and one-half percent [1- 1/2%] per month, or the maximum rate allowed by law, on past due accounts. 3.3 If the Contractor incurs any expenses to collect overdue billings on invoices, the sums paid by the Contractor for reasonable attorney's fees, court costs, Contractor's time, Contractor's expenses, and Interest will be due and owing by the Owners. 2- SECTION 4: INSURANCE 4.1 The Contractor represents and warrants that its agents, staff and other Contractors employed by it, is and are protected by worker's compensation insurance or valid exemption and that Contractor has such coverage under public liability and property damage insurance policies which the Contractor deems to be adequate. Within the limits and conditions of such insurance, Contractor agrees to indemnify and save Owners harmless from and against loss, damage, or liability arising from negligent acts by Contractor, its agents, staff, and Contractors employed by it. The Contractor shall not be responsible for any loss, damage or liability beyond the amounts, limits, and conditions of such insurance. The Owners agrees to defend indemnify and save Contractor harmless for loss, damage or liability arising from acts by Owners, Owners's agent, staff, and other Contractors employed directly by Owners. TERMINATION Contractor's Termination. The Contract may, on seven (7) days written notice to Owners, terminate this Agreement upon substantial failure by the other party to perform in accordance with the terms contained herein. Such termination shall not be effective if that substantial failure has been remedied before expiration of the period specified in the written notice. On termination, Contractor may recover from Owners payment for all work completed and for any loss sustained by, Contractor for materials, equipment, tools or machinery to the extent of the actual loss plus reasonable profit and overhead. Owners' Termination. The Owner may on seven (7) days notice to the Contractor, terminate this Agreement without prejudice to any other remedy the Owners may have only when the Contractor defaults in performance with the provisions of the Contract Documents. On termination under these circumstances, the Owners may take possession of the work site and all materials on it and may finish the Work in whatever way the Owners deem expedient. If any sum is due the Contractor for Work completed, the Owners will pay same to the Contractor. In the event the Contractor is obligated to any sub -contractor or materialman, the Owners will pay same either to the sub -contractor or materialman, or to the Contractor who will in turn pay same to the subcontractor or materialman. SECTION 6: ASSIGNS 6.1 Neither the Owners nor the Contractor may delegate, assign, sublet or transfer their duties or interest in this Agreement without the written consent of the other party . DATE OF WORK COMMENCEMENT AND SUBSTANTIAL COMPLETION The Work shall commence or materials ordered within ten (10) calendar days after receipt of building permit. Contractor agrees to diligently pursue the building permit and complete the work within 45 calendar days after commencement (the "Projected Substantial Completion Date"). As used in this Agreement, the terms "substantial completion" or substantially completed" shall mean that the Work is sufficiently completed in accordance with the Contract Documents such that a certificate of completion has been issued, or can be issued, all items (except the so-called "punch list") has been fully completed. 3- EXPIRATION OF THIS AGREEMENT This Agreement will expire 5 days after the date at the top of page one of this Agreement if not accepted in writing by the Owners and returned to Contractor within that time. CHANGE ORDERS: CONCEALED CONDITIONS, ADDITIONAL WORK, AND CHANGES IN THE WORK 1. PEOPLE AUTHORIZED TO SIGN CHANGE ORDERS: The following are authorized to sign Change Orders: For the Contractor: Rodney Brown For the Owners: Jason C. Brown 2. CONCEALED CONDITIONS: This Agreement is based solely on the observations Contractor was able to make of the site or structure in its current condition at the time this Agreement was bid. If additional Concealed Conditions are discovered once the Work has commenced which were not visible at the time this proposal was bid, Contractor will stop work and point out these unforeseen Concealed Conditions to the Owners so that Owners and Contractor can execute a Change Order for any Additional Work. 3. CHANGES IN THE WORK: Should the Owner, at any time prior to or during the progress of the Work, require any alterations of, deviation from, or addition to the Work as described in the Agreement, or any deviation from the Plans and specifications as submitted, the Owners shall be financially responsible for all changes (actual cost plus eighteen (18%) percent). The costs of any such change shall be set forth in a written statement from Owner to Contractor. No change shall be agreed upon and executed unless it is reduced to writing and signed by both parties to this Agreement. No Work shall be performed on any such change until said change has been approved and signed by both parties. 4. CHANGES REQUIRED BY PLAN CHECKERS OR FIELD INSPECTORS: Any increase in the Scope of Work set forth in the Contract Documents which is required by plan checkers or field inspectors with city or county building/planning departments will be treated as Additional Work to this Agreement for which the Contractor will issue a Change Order, subject to approval and agreement by Owners. PAYMENT SCHEDULE AND PAYMENT TERMS 1. PAYMENT SCHEDULE: Payment to be made as follows. Progress payments to be made in accordance with the schedule submitted by Contractor to Owners. 2. PAYMENT OF CHANGE ORDERS: Payment for each agreed upon Change Order is 50% to start, unless other arrangements are made, and the balance due upon completion of Change Order work and submittal of invoice by Contractor to Owners and Lender. 3. FINAL CONTRACT PAYMENT: Final payment (less a maximum of $750 for misc. punch list items) shall be due and paid after the completion and before occupancy and upon delivery to Owners of the certificate of completion, provided that the construction be then fully performed. 4. CONTROL AND DIRECTION OF EMPLOYEES AND SUBCONTRACTORS: Contractor, or his appointed Supervisor, shall be the sole supervisor of Contractor's Employees and 4- SubContractors. Owner must not order or request Contractor's Employees or SubContractors to make changes in the Work. All changes in the Work are to be first discussed with Contractor and then performed according to the Change Order process as set forth in this Agreement. I. LIEN LAW: ACCORDING TO FLORIDA'S CONSTRUCTION LIEN LAW (SECTIONS 713.001-713.37, FLORIDA STATUTES), THOSE WHO WORK ON YOUR PROPERTY OR PROVIDE MATERIALS AND SERVICES AND ARE NOT PAID IN FULL HAVE A RIGHT TO ENFORCE THEIR CLAIM FOR PAYMENT AGAINST YOUR PROPERTY. THIS CLAIM IS KNOWN AS A CONSTRUCTION LIEN. IF YOUR CONTRACTOR OR A SUBCONTRACTOR FAILS TO PAY SUBCONTRACTORS, SUB -SUBCONTRACTORS, OR MATERIAL SUPPLIERS, THOSE PEOPLE WHO ARE OWED MONEY MAY LOOK TO YOUR PROPERTY FOR PAYMENT. EVEN IF YOU HAVE ALREADY PAID YOUR CONTRACTOR IN FULL. IF YOU FAIL TO PAY YOUR CONTRACTOR. YOUR CONTRACTOR MAY ALSO HAVE A LIEN ON YOUR PROPERTY. THIS MEANS IF A LIEN IS FILED YOUR PROPERTY COULD BE SOLD AGAINST YOUR WILL TO PAY FOR LABOR. MATERIALS, OR OTHER SERVICES THAT YOUR CONTRACTOR OR A SUBCONTRACTOR MAY HAVE FAILED TO PAY. TO PROTECT YOURSELF, YOU SHOULD STIPULATE IN THIS CONTRACT THAT BEFORE ANY PAYMENT IS MADE, YOUR CONTRACTOR IS REQUIRED TO PROVIDE YOU WITH A WRITTEN RELEASE OF LIEN FROM ANY PERSON OR COMPANY THAT HAS PROVIDED TO YOU A "NOTICE TO OWNER." FLORIDA'S CONSTRUCTION LIEN LAW IS COMPLEX, AND IT IS RECOMMENDED THAT YOU CONSULT AN ATTORNEY. Il. CHAPTER 558 NOTICE OF CLAIM: CHAPTER 558, FLORIDA STATUTES, CONTAINS IMPORTANT REQUIREMENTS YOU MUST FOLLOW BEFORE YOU MAY BRING ANY LEGAL ACTION FOR AN ALLEGED CONSTRUCTION DEFECT. SIXTY DAYS BEFORE YOU BRING ANY LEGAL ACTION, YOU MUST DELIVER TO THE OTHER PARTY TO THIS CONTRACT A WRITTEN NOTICE. REFERRING TO CHAPTER 558, OF ANY CONSTRUCTION CONDITIONS YOU ALLEGE ARE DEFECTIVE AND PROVIDE SUCH PERSON THE OPPORTUNITY TO INSPECT THE ALLEGED CONSTRUCTION DEFECTS AND TO CONSIDER MAKING AN OFFER TO REPAIR OR PAY FOR THE ALLEGED CONSTRUCTION DEFECTS. YOU ARE NOT OBLIGATED TO ACCEPT ANY OFFER WHICH MAY BE MADE. THERE ARE STRICT DEADLINES AND PROCEDURES UNDER THIS FLORIDA LAW WHICH MUST BE MET AND FOLLOWED TO PROTECT YOUR INTERESTS. III. FLORIDA HOMEOWNERS' CONSTRUCTION RECOVERY FUND: PAYMENT MAY BE AVAILABLE FROM THE FLORIDA HOMEOWNERS' CONSTRUCTION RECOVERY FUND IF YOU LOSE MONEY ON A STRUCTURE PERFORMED UNDER CONTRACT, WHERE THE LOSS RESULTS FROM SPECIFIED VIOLATIONS OF FLORIDA LAW BY A STATE -LICENSED CONTRACTOR. FOR INFORMATION ABOUT THE RECOVERY FUND AND FILING A CLAIM. CONTACT THE FLORIDA CONSTRUCTION INDUSTRY LICENSING BOARD AT THE FOLLOWING TELEPHONE NUMBER AND ADDRESS: Construction Industry Licensing Board 1940 N. Monroe Street Tallahassee, Florida 32399-0784 Telephone: 850.487.1395 IN WITNESS WHEREOF jkq Agreement has been executed as to the date set out below. CJ OW INC. By i Pres' ent: Date odney Brown, President 3? if. Date Jas . Brown Date Sim i N 1 CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: -' Q Documented Construction Value: $ Z 60® Job Address: %Ocs ,/f_ 1 L CI(P _ Historic District: Yes No Parcel ID: Description of Work: Plan Review Contact Person: Phone: Fax: Zoning: E-mail: Title: Property Owner Information Name Phone: Street: - 070% Resident of property? m City, State Zip: C ZA;d Contractor Information Name r% Phone: _51 Street: / Fax: City, State Zip: l/%j 7'' b State License No.: /C / J 75 Name: Street: City, St, Zip: Bonding Company: _ Address: Building Permit Square Footage: No. of Dwelling Units: Electrical Architect/Engineer Information Phone: Fax: E-mail: _ Mortgage Lender: Address: PERMIT INFORMATION Construction Type: Flood Zone: New Service — No. of AMPS: Mechanical 13 (Duct layout required for new systems) No. of Stories: Plumbing New Construction - No. of Fixtures: Fire Sprinkler/Alarm 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. 1 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 i 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 orOwner/Agent Date Print Owner/Agent's Name Signature of 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: 0 Signature of Contractor/Agent Name \ / I v.g.w...... v....,....- ............._..__ ````` •, •• N •• •• is 0-/ / a N % QQ Dj . wJt.:2:0s Lemuel . OQ Contractor/Agent is •• a or Produced ID Type' f••` WASTE WATER: BUILDING: D JUN 19 2012 CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: I— Documented Construction Value: $ 5a(0/)'00 Job Address: Historic District: Yes No Parcel I D: Description of Work: Plan Review Contact Person: Phone: Fax: Zoning: c h orn e , 2e CCr)4,raC+. Title: E-mail: Property Owner Information Name (Srow n Phone: Street: I U Resident of property? : S` City, State Zip: S Cr xn,rrj, Contractor Information ( Name 0 aqer Phone: Sheet: a Fax: , O Zia 91p City, State Zip: (1Gr,Y-1tn , Irl., %i'%5,0 State License No.: f'i /. Architect/Engineer Information Name: Phone: Street: Fax: City, St, Zip: Bonding Company: Address: E-mail: Mortgage Lender: Address: PERMIT INFORMATION Building Permit O I n ek) Square Footage: Wy Construction Type: No. of Stories: No. of Dwelling Units: Flood Zone: _ Electrical X /-6(9 An -'p S ublpo New Service - No. of AMPS/12WAlii h Mechanical 17 (Duct layout required for new systems) Plumbing O New Construction - No. of Fixtures: 7 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 OwnedAgent Print Owner/Agent's Name Date Signature of Notary -State of Florida Date Owner/Agent is Personally Known to Me or Produced ID Type of ID e-gnature of Contractor/Agent Date Pnnl Cdbusclor/Agent's Name Signature of Contractor/Agent is --CPl Produced ID Type Nftry Puelk . fto of HOA! my comm.-fioin.Non 20, go commlislon o oti 015103 Bonm yWo Nwonil N"T b APPROVALS: ZONING: UTILITIES: WASTE WATER: ENGINEERING: FIRE: BUILDING: COMMENTS: Rev 11.08 Me or From. Rodney Brown Fax: +1 (407) 749-0033 To Karen Fay: +1 x407/ 294.8188 Page 2 of 3 8/15/2012 6,55 D & J ELECTRIC COMPANY P 0 Box 607520 Orlando, FL 32860-7520 407) 299-1793 fax (407)-294-8188 Proposal submitted to : Cajarow Date : June 12, 2012 Job Name:705 Pine Avenue Sanford, FL Wire for 4 flood lights Pre -wire only furnished by others Wire for 4 paddle fans (pre -wire) only $35-65.00 each additional to install Wire for 45 lights FBO Wire for 42 receptacles Wire for 10 KW Wire for 3 Ton Wire for gas water heater outlet Wire for washer Wire for the dryer Wire for a gas range Wire for the dishwasher Wire for the disposal Wire for three televisions Wire for 3 phones Wire for a garage door opener Wire for a new 200 amp service Wire for three smoke detectors Wire for two carbon smoke detectors Wire for one island Wire for one floor plug Wire for under cabinet lighting furnished by DU Wire for interior cabinet lighting furnished by other ? Wire for 26 recess cans provided by M Wire for a sub panel for the garage 60 amp service All fixtures furnished by others accept for what is noted above Base Bid $+ 5,380.00 l0 0 120.00 credit given from original due to owner providing their own under cabinet lighting_ Bid is based on 1200 square foot of living space if any additional living square footage 1.40 each square foot credit back for meter base, riser and disconnect) (200.00) All material is guaranteed to be as specified. All work to be completed in a workmanlike manner according to standard practices. Any alteration or deviation from above specifications involving extra costs, will be executed only upon written orders, and will become an extra charge over and above the estimate. All agreements contingent upon strikes, accidents, or delays From: Rodney Brown Fax, +1 (407) 749-0033 To: Karen Fay: +1 1407) 294-8188 Page 3 of 3 6/15/2012 6:55 beyond our control. This proposal subject to acceptance within —30—days and is void thereafter at the option of the undersigned Authorized signature ACCEPTANCE OF PROPOSAL The above prices, specifications and conditions are hereby accepted. You are authorized to do the work as specified. Payment will be made as outlined above. Accepted: Signatur Zzo4-: Date: 6/15/2012 IZ '7gS PERMIT # PROJECT ADDRESS CONTRACTOR (meq PHONE # 4(07 '4(P t -I- e / Z 6 CONTACT PERSON Y C;d vi e JUN 2 REVISION DATE IeY 7) !/dr,`-' FAX #. 'q0 -?1(710023 n W DESCRIPTION OF REVISIONy S L4 s ed 1 'd eced 01 eGL .Se c! 7'a- "I, c '- 1tiL oC v ;' Q bC t r X--4 o c 1 .- I e c cti cC J-t.s u c 5 rh r"e/' r UTILITY DEPT FIRE PREVENTION PLANNING BUILDING INSPECTION REPORT AND NOTICE OF NONCOMPLIANCE INSPECTION DATE: PERMIT #: ADDRESS: Pl,&jc Aw INSPECTION TYPE EYBUILDING D ELECTRICAL 17 EXPIRED PERMIT O PLUMBING O EXPIRED C OF A O STOP WORK ORDER O MECHANICAL O FIRE O RECORD OF CONVERSATION AN- INSPECTION HAS DISCLOSED THE FOLLOWING CONDITIONS 6uCY(cw r CONTRACTORS: THIS LIST SHALL REMAIN ON JOBSITE NOTICE OF NONCOMPLIANCE: All cited conditions shall be corrected within 30 days after.written notification, u lipsyan extension of time is granted. IN'CT,OR: FEES , DQE PHONE: 407.688.5150 WAYN E PERMIT # 1a _ ATTN: PLANS EXAMINER PERMIT # 12-985 CANDY P.E. OFFICE PHONE (321)-543-4645 FAX (321)-636-3360 JUNE 22, 2012 Liti `'l L By 2 ZO,a 1. ROOFING WAS INSTALLED ACCORDING TO CURRENT BUILDING CODES. 2. USE (2) 1 3/4" X 10" LVL INSTEAD OF (3) 2 X 10'S AND 2) 2 X 10 BEAMS. 3. USE SIMPSON MTSM 16 FOR LVL BEAM TO BLOCK PIERS. 4. IN REAR ADDITION USE 2 ROWS OF 1/4" X 3 1/4" TAPCONS 16" O.C. FOR (1) 2 X 10 LEDGER TO BLOCK WALL. 5. WATER HEATER TO BE ON DEMAND PROPANE TANKLESS HEATER INSTEAD OF ELECTRIC HEATER SHOWN ON PLANS. SANFORD BUILDING DEPT. Ap p FOR PERMIIT. APERM T tSS' EDED AND ISHAII- BE CONSTRUED TO BE A LICENSE TO PROCEED WITHTHEWORKANDNOTASAUTHORITYTOVIOLATE. PROVISIONS OTHE F THEOTECHN GAL CODESIDE NNOR SHALL ISSUANCE DEPT FROM UJILDING VENT THEREAFTER REQUIRING A CORREC- T14 F OR OTHER VIOLATIONS RSSH THE CODES. NSTRUC110N WAYNE GAN E. # 33134 EXPERT Commercial amd Residential Architectural, Structural, Mechanical, Machine and Electrical PHONE (321)-543-4645 OFFICE v q8 -r CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: M- 9ss Documented Construction Value: $ 6510M Job Address: 705' Pirn(_ IC, Historic District: Yes No Parcel ID: Description of Work: 4- a£ Zoning: ocT , %fN« h S rv¢i`s Plan Review Contact Person: Title: Phone: Fax: E-mail: Property Owner Information // Name CA, 4.o Phone: 7a 7- Z r. Street: Resident of property? : City, State Zip: Contractor Information Name j4® Srv&,1'crlo lK /ecKrARhone: "'a% Street: n76 FCo d , c Fax: 40 7— 365- 76 y9 City, State Zip: Dvt t A> At! 3276 S State License No.: Name: Street: City, St, Zip: Bonding Company: Address: Architect/Engineer Information Phone: Fax: E-mail:_ Mortgage Lender: Address: PERMIT INFORMATION Building Permit Square Footage: No. of Dwelling Units: Electrical 13 New Service — No. of AMPS: Construction Type: Flood Zone: No. of Stories: Plumbing 13 New Construction - No. of Fixtures: Mechanical O (Duct layout required for new systems) Fire Sprinkler/Alarm 0 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 is released. Signature of Owner/Agent Print Owner/Agent's Name Date Signature of Notary -State of Florida Date Owner/Agent is Personally Known to Me or Produced ID Type of ID APPROVALS: ZONING: UTILITIES: ENGINEERING: COMMENTS: Rev 11.08 41-RO iv _7AZI Z Sr ature of Contractor/ t to Print Contractor/Agent's Name oTo4ayaPublic •State d9orida My Comm. Expires Feb 25, 2015 Commission # EE 60182 Bonded Through National Notary Assn. Contractor/Agent is Personally Known to Me or Produced ID Type of ID t, 3 y y WASTE WATER: BUILDING: j a SEMINOLE COUN'T'Y BUSINESS TAX RECEIPT RAY VALDES, SEMINOLE COUNTY TAX COLLECTO PO Box 630 0 Sanford, FL 32772-0630 0 Telephone: 407-665-1000 www.seminoletax.org VALID THROUGH - 09/30/2012 Business Name: AIR PRO SERVICES OF CENTRAL FLORIDA Business Address: INC 3376 FLORIDA AVE City, State, Zip: OVIEDO, FL 32765 Owner(s): KEITH YOUNG (PRESIDENT) Receipt #: OLHS2011.081700235 Amount Paid: 45.00 STATE OF FLORIDADEPARTMENTOFFINANCIAL SERVICES ;7 DIVISION OF WORKERS' COMPENSATION CONSTRUCTT_ON INDUSTRY CERTIFICATE OF ELECTION TO BE EXEMPT FROM FLORIDA WORKERS' COMPENSATION LAW EXPIRATION DATE.: 04/27/2013 EFFECTIVE: 04/28/2011 PERSON: KEITH YOUNG FEIN: 710914795 BUSINESS NAME AND ADDRESS: AIR PRO SERVICES OF CEIrIRAL FLORIDA RIC 3376 FLORIDA AJVWE OvIEDO, FL 32765 SCOPE OF BUSINESS OR TRADE: 1- CEFITIFIED AC [O::SiACTOR Account #: 121735 REGULATED. State Lic.# - CAC1813536 Qualifier- KEITH YOUNG Date Paid: 08/17/201.1 IMPORTANT OPursuant to Chapter 440.05(14), F.S., an officer of i care oftiel-cli o --- elects exemption from this chapter by filing a certificate of electionLunderthissectionmaynotreco,,er benefits or com¢ensation under this D chapter. Pursuant to Chapter 440.0 line F.S.. scopCertificatesbusinessOl ortltrade listed on F1 exempt.. aPPIY only E the notice of ele:.tion to be exemPt R F.S., Notices of election to be exempt E Pursuant to Chapter lectin 1131, and aceaifijate {terltheofilingn to bof the noti a or ihee exemot shall be uissuance ofthe Iz. , notice iicai certificate, ertifrequirementsiime eoio this a section fomed on r ssuancerofea Icertiflcatea no lonTheger meets the departent me fo persommnamed olnr hekceevoe nsiiicalCer1ii110 meet Cal at athetl equirermentsroffailueothshe section. QUESTIONS? (B50) 413-1609 r, a _j w .. .. _ '. .. •' :. _ _ _ _ _ • ACT T N.r•: I0F''BUSI'NESS'::AND-.•PROFES•S IONAL:_ DEPARTMENT . Q . .- _ - - - r; - - CONSTRUC'r_T:ON:=INDUSTRY-=LICENSING,:-BOARD'::•, "'`''`" r.: LICENSE=NBRr: oBill 1112 01U .0 a: 9 56 8•= 0°6.:10•': 2`;:0:9_7 B =T 3=53 - - CPiC]. - - - s:.. - - LA B:;IR - COND_TION3NG;•;fCON RA - ' `-•': _ Tlie ACL ow-:ISCERTI'Nam=be r' 4'89 'i..::.:...:`:. > Lnder= t'he::provis'ions-o- Exp+-ation date: AUC-' 31,'; 2.0:12:;:._; Eli^: I T• 'NIGRA - YOUN '&E H° - D RO'=:SER tFIC..,S. Or:. CENTR.P;'L=-•'FLORI - - = _ r': - - - - - 3`3.7`6 ' •FLORIDA AVE--- OVIEDO Ft:' 327 65 CH.Pi-FtI IE-•-CRIB_ CHA •R LI ;Z;IE M° INT1•.RIMSVERNORE r =• -•- DISPLAY AS`REQUIRED'BY LAVV>=... CITY OF SANFORD JUL 2 3 2011BUIL ING & FIRE PREVENTION i PERMIT APPLICATION rliY: Application No: Documented Construction Value: Job Address:'% ru- ll,',, A Historic District: Yes No Parcel ID: Zoning: Description of Work: Plan Review Contact Person: 11-k Title: S t LSM o c ht r - Phone: c/07 -32z- s k SY Fax: E-mail: Name Street City, State Zip: Property Owner Information Phone: Resident of property? : Contractor Information Name 74ror-0- 14,e as ,, Phone: ziD7-3Z2 S Sy Street: v G. y11 5 Fax: City, State Zip: SA.I-0 r 32 » / State License No.: 00 8o S Name: Street: City, St, Zip: Bonding Company: Address: Building Permit Square Footage: No. of Dwelling Units: Electrical New Service — No. of AMPS: Architect/Engineer Information Phone: Fax: E-mail: _ Mortgage Lender: Address: PERMIT INFORMATION Construction Type: Flood Zone: Mechanical (Duct layout required for new systems) No. of Stories: Plumbing New Construction - No. of Fixtures: Fire Sprinkler/Alarm 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 l 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 of 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 Signat ntrector/Agem D to UTILITIES: FIRE: Pri ontraclor/Agent's Name Lk I-2-3,2 Signature of Notary -State of Florida Date Contractor/Agent is Produced ID to Me or LIMITED POWER OF ATTORNEY Altamonte Springs, Casselberry, Lake Mary, Longwood, Sanford, Seminole County, Winter Springs Date: o-- ( S — 11 I hereby name and appoint: C,I\PN---,0.tiQ— q_7 -.IQ t-> an agent of: T iA ESM — O =TA %J G G A s Nene of Company) to be my lawful attorney-in-fact to act for me to apply for, receipt for, sign for and do all things necessary to this appointment for (check only one option): All permits and applications submitted by this contractor. D The specific peri 10-S application for work located at: V .o Street Address) Expiration Date for This Limited Power of Attorney =/—/S— License Holder Name: L'1 i -'be j sv'1 --y- State License Number: 0 o $C' 5 Signature of License Holder: STATE OF FLWDA COUNTY OF The foregoing instrument was acknowledged before me this /S day of 20f l , by C.3-- ';o 30-- who is o personally known to me or o who has produced identification and who did (di, Notary Sea]) dog Py, Notary Public State of Florida I pril Goodson y < My Commission DDS92373 jp Expires 07/24/2073 Rev. 3/27/07) Notary Public - State of Commission No. My Commission Expires: Z -- H Date: Time: r Gas - Appliances - Service - Showroom Employee: Address: City: Zip: Phone: () ( ) Email: Gate Code: DogName Bite Y / N Route Install: 24 28 e0 20 250 500 1000 a c UG SERVICE CALL O O Install : FP - WH'= CK DRY -'SPA - GEN - . GAS o 0 r' TANK RENTAL Ire 141 ice - •' is Y : /v•° LABOR (J 32' V Sjjf ,c PARTS Soo,. Fra FF TAX TOTAL CHARGE Appliance, Fireplace Water H Spa Heat Dryer Cook Brand Model # Serial # f BTUs fTank Serial # Manu Date Location Condition Pressure Test Start Pressure End Pressure Time Start Time End Time Hold Pressure Held mressure Test #1 Y / Ai Pressure Test 02 THE L.P. GAS INSTALLATION DESCRIBED HEREON HAS BEEN RECEIVED AND INSTALLED TO MY COMPLETE SATISFACTION AND I HAVE BEEN INSTRUCTED IN ITS USE. I HAVE ALSO BEEN INSTRUCTED AS TO ODOR OF L.P. GAS AND HOW TO TURN THE GAS SERVICE VALVE OFF IN THE EVENT OF AN EMERGENCY. 1 HAVE ALSO READ THE GAS SERVICE AGREEMENT AND THE INSTALLATION ORDER AND AGREE TO ALL REQUIREMENTS, RESTRICTIONS AND POLICIES OF THE GAS COMPANY NOTICE TO PURCHASER A) DO NOT SIGN THIS BEFORE YOU READ IT, OR IF IT CONTAINS ANY BLANK SPACES. (B) YOU ARE ENTILTED TO AN EXACT COPY OF THE PAPER YOU SIGN. (C) YOU HAVE THE RIGHT TO PAY IN ADVANCE THE FULL AMOUNT DUE AND UNDER CERTAIN CONDITIONS TD OBTAIN A PARTIL REFUND OF THE TIME PRICE DIFFERENTIAL (D) WE WILL HONOR ESTIMATES FOR 30 DAYS ONLY Customer Signature: Date: Employee 414 W 91' St - Sanford, FL 32771 P.O. Box 63S - Sanford, FL 32772 407.322.SSS4' SalesQthermotane.com State of Florida r_tn e -r t of-Agri6-ulture and C_ons_umer.Services _ Division Of Standards License Number: 00805 Bureau of Liquefied Petreum Gas Inspection Expiration Date: August 31, 2012 W% (850) 921-1600 DLiceroise Fee Septemberer t, 2011 POST LICENSE CONSPICUOUSLY Tallahassee. Florida Type and Class: 0601 Liquefied Petroleum Gas License CATEGORY 1 LP GAS DEALER GOOD FOR ONE LOCATION ONLY ANY CHANGE OF OWNERSHIP OR SALE OF THIS BUSINESS RENDERS THIS LICENSE INVALID This license Is issued under authority of Section 527.02, Florida Statutes, to: X18 3 H (FCIKl THERM- O- TANE GAS AND APPLIANCE CO INC J 414 W 9TH ST ADAM H. PUTNAM SANFORD, FL 32771- 2552 COMMISSIONER OF AGRICULTURE 110 e m 0 ' State of Florida Department of Agriculture and Consumer Services r.t n L' i i • Division of Standards Certificate No: 13292 Bureau of Liquefied Petroleum Gas. Inspection Exam Date: August 26,1986 850 921-8001 Issue Date: July 26, 2009 Expiration Date: July 25, 2012 Tallahassee, Florida Exam: 0601 MASTER QUALIFIER CERTIFICATE This Certificate is issued under authority of Section 527.02, Florida Statutes, to: CLYDE H. ROBERTSON JR. Valid For License Number. 00605 THERM-0-TANE GAS AND APPLIANCE CO INC 414 W 9TH ST SANFORD, FL 32771-2552 1 UHARLES H. BRONS COMMISSIONER OF AGRICULTURE rcqu 1 1 Business Name: Business Address: I City, State, Zip: SEMINO LE COUNTYY BUSHNEVS TAX11lL REVEIP Y RAV VALDES, SEMINOLE COUNTY TAX COLLECTOR PO Box 630 ° Sanford, FL 32772-0630 ° Telepbone: 407-665-1000 www.seminoletax.org VALID THROUGH - 09/30/2012 . THERM-O-TANE GAS & 414 9TH ST W SANFORD, FL 32772 - Owner(s): C H ROBERTSON (OFFICER) APPLIANCE CO INC Account #: 009910 REGULATED State Lic.# - 00805 Qualifier- ROBERTSON CLYDE CITY LICENSE REQUIRED ** RPvpint #: ....., , no „n, -in/. Amount Paid: 45 , fin Date Paid: 08/22/2011 pFfkcE 0FRMIT # Jjjj z j5/,o1/A O if.,/ Ave 5? GOmJ T 4C.",. ,S, ro,,,, c a/frNMj4f. L.c WJI /'a„ /. `lo% 101 lisle Rle gam^ vo 1 s AyY e5, /,' delle r ve- O Gav P('c-s' $d / 7 S ovt a, A WAYNE GANDY PHONE (321)-543-4645 FAX (321)-636-3360 JUNE 22, 2012 ATTN: PLANS EXAMINER PERMIT # 12-985 is - I q8S P.E. 1. ROOFING WAS INSTALLED ACCORDING TO CURRENT BUILDING CODES. 2. USE (2) 1 3/4" X 10" LVL INSTEAD OF (3) 2 X 10'S AND 2) 2 X 10 BEAMS. 3. USE SIMPSON MTSM 16 FOR LVL BEAM TO BLOCK PIERS. 4. IN REAR ADDITION USE 2 ROWS OF 1/4" X 3 1/4" TAPCONS 16" O.C. FOR (1) 2 X 10 LEDGER TO BLOCK WALL. 5. WATER HEATER TO BE ON DEMAND PROPANE TANKLESS HEATER INSTEAD OF ELECTRIC HEATER SHOWN ON PLANS. WAYNE GAYVY P.E. # 33134 EXPERT Commercial amd Residential Architectural, Structural, Mechanical, Machine and Electrical PHONE (321)-543-4645 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 . . . . . . 6/24/13 Parcel Number . . . . . 25.19.30.5AG-090C-0060 Property Address . . . 705 PINE AVE SANFORD FL 32771 Subdivision Name . . . TWN OF SANFORD (TRAFFORDS MAP) Legal Description . . . Property Zoning . . . . SINGLE FAMILY Owner . . . . . . . . . Brown, Jason Contractor . . . . . . CAJAROW INC 407 484-8126 Application number 12-00000985 000 000 Description of Work INTERIOR & EXTERIOR REMODELING COMMERCIAL Construction type . . . VB Occupancy type . . . . SINGLE FAMILY Flood Zone . . . . . . Approved . . . . . . . VOID UNLESS SIGNED BY BUILDING OFFICIAL In accordance with this Certificate of Occupancy, all inspections for compliance with Florida Building Code 2010 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. OFFICE MIAMF ADE ' PERMIT # MIAMI-DADE COUNTY, FLORIDA METRO-DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE (BCCO) 140 WEST FLAGLER STREET, SUITE 1603PRODUCTCONTROLDrvLSIONMIAMI, FLORIDA 33130-1563, 305) 375-2901 • FAX (305) 37572908 NOTICE OF ACCEPTANCE (NOA) • www.buildingcodeonlin6.com Jeld Wen Inc. 3737 Lakeport Blvd. Kalamatb Falls, OR 97601 4 SCOPE: This NOA is being issued under the applicable rules. and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami bade County and other areas . where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after 'the expiration date stated : below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHI (in areas other than Miami Dade County) reserve theright to have this' product or material tested for quality assurance purposes. If this product or material fails to perform in the "accepted manner,'the manufacturer will incur the expense of such testing and the AHJ mayimmediatelyrevoke, mgdify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to ' revoke this ' acceptance, if it • is determined by Miami -Dade County Produci Control Division that this product or material fails to meet the requirements of the applicable building code.- This ode. This product is approved as described herein, and has been designed to comply with the Florida BuildingCode, including High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Series W/E Outswing Opaque Insulated Steel Doors & w/wo Sidelites APPROVAL DOCUMENT: Drawing No. S-2108-01, titled "Wood Edge Opaque Steel Outswing", sheets 1 through 8 of 8, prepared by PTC, LLC, dated 12-15-01. Last revised on 10/25/07, 'signed and sealed by Eric S. Nielsen, P.E., bearing the Miami' --Dade County Product Control Renewal stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product'Control Division. MISSILE IMPACT RATING: 1. Doors: Large and Small Missile Impact 2. SideStes: None. Approved Hurricane Protection Devices, complying w/ FBC, as applicable are required. RENEWAL of this NOA shall,be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product' for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA.' ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date*may'be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors'and shall be available for inspection at the job site at the request*of the Building Official. This NOA renews NOA # 02-1216.10 and consists of this page 1 and evidence pages E-1 and E -2f as well as approval document mentioned above: The submitted documentation was.reviewed by lshaq'I. Chanda, P.E. . oftk o NOA No 07-0709.07 Expiration Date: August 01, 2012 Approval Date: November 15, 2007 Page 1 Florida Building Code Online . Pagel of 3 PERMIT # Business & Professional Regulation r Ronda Depanmentd SCIS Home Log In User Registration Hot Topics Submit Surcharge Stats B Facts • Publications FBC Staff SCIS Site Map Unks Search BusinesProucQ) USER: dProfessinalPub t pProval Regulation fflffff- Mill Product Approval Menu > Product or AppllcaUon Search > ADDlkation List > Application Detall OFFICE FL # (f FL11161-R1 Application Type Code Version 2007 Application Status Approved Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Small 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 Product Approval Method Pella Corporation 102 Main St. Pella, IA 50219 641) 621-6096 pellaproductapproval@pelia.com Farr Troy tbfarr@pella.com Alan Hughes 2000 Proline Place Gettysburg, PA 17325 717)338-1165 hughesaj@pella.com All Zarghaml 102 Main St Pella, IA 50219 641)621-1000 zarghamia@pella.com Windows Horizontal Slider Certification Mark or Listing Window and Door Manufacturers Association James L. Buckner, P.E. at CBUCK Engineering Validation Checklist - Hardcopy Received Standard AAMA 101/I.S.2-97 AAMA/WDMA/CSA 101/I.S.2/A440-05 Method 1 Option A Year 1997 2005 http://www.floridabuilding.org/prlpr_app_dtl.aspx?param=wGEVXQwtDgttaGsIp3Gvuna... 3/21/2013 Florida Building Code Online Date Submitted 06/30/2009 Date Validated 07/06/2009 Date Pending FBC Approval 07/08/2009 Date Approved 08/11/2009 Date Revised 12/21/2011 Page 2 of 3 Summary of Products FL # 11011odel, Number or Name Description 11161.1 ISerles 10/20 Sliding Window Vinyl Sliding Window OX or XO, 73-1/2" x 60" Limits of Use Certification Agency Certificate Approved for use In HVHZ: No FL11161 R1 C CAC CCL for Pella 6-30-09 411-1-1- Approved for use outside HVHZ: Yes 5.05 df Impact Resistant: No Quality Assurance Contract Expiration Date Design Pressure: +30/-30 05/05/2013 Other: Configurations of glass conform to latest ASTM Installation Instructions E1300. FL11161 R1 II 1597.odf Verified By: Warren W. Schaefer, P.E. 44135 Created by Independent Third Party: Yes Evaluation Reports FL11161 R1 AE 1597.odf Created by Independent Third Party: Yes 11161.2 ISeries 10/20 Sliding Window Vinyl Sliding Window OX or XO, 73-1/2" x 36" Limits of Use Certification Agency Certificate Approved for use In HVHZ: No FL11161 R1 C CAC CCL for Pella 6-30-09 411 -H - Approved for use outside HVHZ: Yes 1025,09-1l.odf Impact Resistant: No Quality Assurance Contract Expiration Date Design Pressure: +35/-35 05/05/2013 Other: Configurations of glass conform to latest ASTM lInstallation Instructions E1300. FL11161 R1 II 1597.odf Verified By: Warren W. Schaefer, P.E. 44135 Created by Independent Third Party: Yes Evaluation Reports FL11161 R1 AE 1597.odf Created by Independent Third Party: Yes 11161.3 ISeries 10/20 Sliding Window Vinyl Sliding Window (XOX, 108" x 60" Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FLi1161 R1 C CAC CCL for Pella 6-30-09 411 -H - Approved for use outside HVHZ: Yes f Impact Resistant: No Quality Assurance Contract Expiration Date Design Pressure: +20/-20 05/06/2013 Other: Configurations of glass conform to latest ASTM Installation Instructions E1300. FL11161 R1 1I 1597.odf Verified By: Warren W. Schaefer, P.E. 44135 Created by Independent Third Party: Yes Evaluation Reports FL11161 R1 AE 1597.odf 11 Created by Independent Third Party: Yes 11161.4 ISerles 10/20 Sliding Window Vinyl Sliding Window (XOX, 108" x 48" Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL11161 111 C CAC CCL for Pella 6-26-09 411 -H - Approved for use outside HVHZ: Yes 1031.01-03. df Impact Resistant: No Quality Assurance Contract Expiration Date Design Pressure: +30/-30 05/07/2013 Other: Configurations of glass conform to latest ASTM Installation Instructions E1300. FL11161 R1 II 1597.odf Verified By: Warren W. Schaefer, P.E. 44135 Created by Independent Third Party: Yes Evaluation Reports FL11161 R1 AE 1597.odf Created by Independent Third Party: Yes 11161.5 ISerles 10/20 Sliding Window Vinyl Sliding Window (XOX, 108" x 36" Limits of Use Certification Agency Certificate Approved for use In HVHZ: No FL11161 R1 C CAC CCL for Pella 6-30-09 411 -H - Approved for use outside HVHZ: Yes 1026,09-1l.odf Impact Resistant: No Quality Assurance Contract Expiration Date Design Pressure: +35/-35 05/06/2013 Other: Configurations of glass conform to latest ASTM Installation Instructions E1300. FL11161 111 II 1597.odf Verified By: Warren W. Schaefer, P.E. 44135 Created by Independent Third Party: Yes http://www.floridabuilding.orglpr/pr app_dtl.aspx?param=wGEVXQwtDgttaGsIp3Gvuna... 3/21/2013 Florida Building Code Online Evaluation Reports FL11161 R1 AE 1597.Ddf Created by Independent Third Party: Yes Back Neit Page 3 of 3 Contact Us :: 1940 North Monroe Street. Tallahassee FL 32399 Phone: 8S0.487d824 The State of Florida Is an WEED employer. Coovdaht 2007.2010 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released In response to a public -records request, do not send electronic mall to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address If they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please dick here . Product Approval Accepts: rCMcl CredltZAW http://www.floridabuilding.org/prlpr_app_dtl.aspx?param=wGEVXQwtDgttaGslp3Gvuna... 3/21/2013 RNERAL NOTES 1. A11 rAsroma Bou i N AccapftlQ n I= 61MAACi SrXOm Arlan) Dom R WX YATODW toLorywooaVVA" r wa, a 73 1/2• MM, FRAME WIDTH TO PC STRLcum i M4 m.1- Cr rATM "m Inn NSIAIIA)na M N ACCOO, a MM mll YQI M NOXVIDAM Cr M ROImA MAN4 000[ OKi A Al AADO6 $AaC •ILIO rNW[ m NSE W:AATM KC0 a -M RN= 9011 t WAM a Rmw CwAsm c4m R M PRWM M10111G SHOWN. SEE *FRAMEWHERE CMEM"s N M I'm a 10 PM= N 41WWAyf 31= ,IRs m1 IRm N 0JUSTERMCnTrA1aOfMY067AHAnwswRLOAD DWTn1 FACIA, 0. - LO .0 un FOR sCm IIX. WITH THEIR APPLICABLE STANDARD($) AND ARE FOUND M m WY l MAIN& PKUJDM an 1101 MAIM W TTM OMM nW CON FRO C7+btt MIN am OOSNM TABLE' ON THIS SHEET U.VM3 11IA1 Aw M Ia01W1010Aa a rlamA OAAM =K glOgtflCG M 1000! 9qA WXP si COMO . QUAU" ASNO F A rmACA 51M APNp1m mCVYIXJZ aDFr. 9W1 qIAIDmNACiD10YQIIINMFICANDMWn Rab NRWNC co 1 em o"' IOPr ASmar o r w IMI a rw a AMO SU11 t M ACOMCOU WM M I~ACNP: OLMLM AmWM[f sKcnc%nm A nmm RDKon W COR rAM Or 118 WNW +mAwTM 9011 i Cb6iOlm vm A STILETCRLOCX AMI a M ralaalD APR- 1) MY AM IMF M13 CIIM" A RUM POND Fm,1 M 1S Wwwt urn TY11DR DvAANm. pp TND A10 IISCNID F NIID,( a1P DWI A CDAWACI011 ATo NSIMLOo" H o3) TTUT THERE W Ocpl YK I' p rrsmMP11M - C JA*M TO OCMS COMMCCFTrAT TWT O'i7t D6 m t FnINWITHEA 0W OMI 'e L a MrA7llfslaAr Lle UNW MAS " 1FS7m. O. M MAA P S0® ONa N 1105 NE P UCTS G N TIC . N D 10" COrr RAron 9ANi CONTROL RSI M D6MW1ID NraD. SITIONED ASSEE ra Nm clMms CDOn M .%COVo6IrMAMON Aar. Mia IAORMG a M NS o= nOiCOnS 6 wr NRr 2 1/2' • v no vw^Lvm awmams mi I WIT 90.1.K MHN v M nMl AaWO1 ./On pw4u C 2' MAX. EXTERIOR ELEVATION: w&uA cwwml a ow a 4.pLc Lt ANo4mSrAIOAAy AIR/OW XO OR OX WINDOW DIFAWIW . Penn row AIRrAMf rm R1W15 Mm I'm IALOOR eox rvrsol eoao04m nn,l NL aNwm. w Twr N row a uc 1.'t (FIN INSTALLED SERIES 101 w M CW mIt N M mm Q Cm[ v015aA CNV10a/T Ta a M M Dort w w -a o now Tww a mgflm a M eFXOI® SCAIF: 3/a• . T.-0• PPC=. Irma T PAMMO COOL CWWa MN Tt VAIL M URAFWRM S CWIb YAM M IMPAI ArON COLWM O1a1Ata W'g"M TWT M M DUATaa Vmrm 417K- AK "M Ma M Tpl C A M ream CmC AVD APRfJaf AUCMm A I I— a n. cmw I W. Us CA "w somA 1. ,a• 1 Lr 1 73 1/2' MAX. FRAME 'AIMM 1 15 8 I 118 W1(. B• MAX. O.C. IT, MAX T I FRAME SCREWS WHERE INSTALLATION CWS SHOWN. SEE *FRAMEWHERE WM Aa Tam Na O m 5 SOF W Mom+ , 0JUSTER ANCHOR REQUIREMENTS WITH THEIR APPLICABLE STANDARD($) AND ARE FOUND F.N , CHORS TABLE' ON THIS SHEET I ATNTERUNE FOR REQUIREMENTS. OFETINGSTILETCRLOCX lipI ENDSchTTUTTHEREFnINWITHEATOTALOF3SLANCHORsSITIONEDASSEE L 16' MAX. N' SG''RAMEQUIRECHOR I EXTERIOR XO OR THIS FRAME SCREW INSTALLED SERIES 20) SCALE: 3/4• . 1•-0• ONREMENTS TABLE' EMEN THIS SHEET FORQUIREMENTS. j s Via I r ra Nm clMms CDOn M .%COVo6IrMAMON Aar. Mia IAORMG a M NS o= nOiCOnS 6 wr NRr 2 1/2' • v no vw^Lvm awmams mi I WIT 90.1.K MHN v M nMl AaWO1 ./On pw4u C 2' MAX. EXTERIOR ELEVATION: w&uA cwwml a ow a 4.pLc Lt ANo4mSrAIOAAy AIR/OW XO OR OX WINDOW DIFAWIW . Penn row AIRrAMf rm R1W15 Mm I'm IALOOR eox rvrsol eoao04m nn,l NL aNwm. w Twr N row a uc 1.'t (FIN INSTALLED SERIES 101 w M CW mIt N M mm Q Cm[ v015aA CNV10a/T Ta a M M Dort w w -a o now Tww a mgflm a M eFXOI® SCAIF: 3/a• . T.-0• PPC=. Irma T PAMMO COOL CWWa MN Tt VAIL M URAFWRM S CWIb YAM M IMPAI ArON COLWM O1a1Ata W'g"M TWT M M DUATaa Vmrm 417K- AK "M Ma M Tpl C A M ream CmC AVD APRfJaf AUCMm A I I— a n. cmw I W. Us CA "w somA 1. ,a• 1 Lr 1 73 1/2' MAX. FRAME 'AIMM 1 15 8 I 118 W1(. B• MAX. O.C. IT, MAX T I FRAME SCREWS WHERE INSTALLATION CWS SHOWN. SEE *FRAMEWHERE WM Aa Tam Na O m 5 SOF W Mom+ , SHOWN. SEE ANCHOR REQUIREMENTS WITH THEIR APPLICABLE STANDARD($) AND ARE FOUND FRAME ANCHOR TABLE' ON THIS SHEET I REQUIREMENTS TABLE' FOR REQUIREMENTS. ON TVIS SHEET FOR REOaREMENTS. (CUPS lipIMAYBEUSEDAT HEAD ALSO N LIEU I OF FRAME SCREWS)— L 16' MAX. ff O.C. I EXTERIOR XO OR ELEVATION: ° OX WINDOW FRAME SCREW INSTALLED SERIES 20) SCALE: 3/4• . 1•-0• ALLOWABLE DESIGN PRESSURE XO OR OX LKM NAX• ALLOWABLE PRESSURE FRAME FRAME WIDTH VEI6NT I POSITIVE NEGATIVE IN) •(N) (PSF) (PST) 73 ;12 60 1 30 b 73 111 36 35 35 PRESSURE SHOWN N THIS TABLE IS FOR INSTALLATION CONDITIONS ONLY THE GOVERNING DESIGN PRESSURE ON THE WINDOWS SMALL BE THE LESSER OF THAT S34M IN ME INDIVIDUAL WINDOWS STATE APPROVAL OR THAT SHOWN IN THIS TABLE D.OSI> 'n ND .. , 1p• sIa ,RAD• 1h' 3 A) TFRNATE ANCNOIVSUBSTRATE fV TAlATION NOIEANCNOIVSUBSTRATENDATIONNOTE• WM Aa Tam Na O m 5 SOF W Mom+ , ALL ALTERNATE ANCHORS IN THEIR SPECIFIED SUBSTRATES NAVE BEEN ANALYZED N ACCORDANCE r SOaI-T NW. na . 0. 5 m! w San FLC I WITH THEIR APPLICABLE STANDARD($) AND ARE FOUND I" 91A a IAN 190 a NIA ICAO aoa` TO BE EOUIV&DIT TO OR STRONGER THAN ThE D OItmN.rQ Wam amTam pnpp Smarm a t cm KID ANChOR(S) USED IN TESTING WITH THIS PRODUCT. is AIC L® TION M VM ti. 71V AO6r Q A w U WV $WV Ml V49P N M 7COV Ima. vowm 16•MAL O.C. 0lip 6' MAX. 6, Tet z s Via I r TL3. INCA ! ' PREVIOUS Ts aTFI C IDe' MO. FRAME WON AI V 42. 'i2. EXTERIOR ELEVATION: XOX WINDOW FIN INSTALLED SERIES 10INSTALLEDSERIES100 SCALE J/A' . 1'-0- 6' MNL S8` CUSTER I Do' MAX FRAME WIDTH 6 s rMAILIT mvL Ti I FIN ANCHORS AT CENIERUNE OF 1 MEETING STILE INTERLOCI( ENDS SUti THAT THERE ARE A S 6• MA7t. TOTAL OF 3 POSrIONED AS SHOWN SEE 'FRAME x ANCHOR REQUIREMENTS FIN ANCHOR WITHIN J' TABLE' ON SHEET 1 OF CORNERS ! e' I FOR RE000IEMENTS, MAX. O C SEE 'FRAME 4 ANCXpI iEOJIRENUTS a TABLE* ON THIS SHEET I UPSINSTALLATIONC I FOR REOUIffA17 2 V 42. 'i2. EXTERIOR ELEVATION: XOX WINDOW FIN INSTALLED SERIES 10INSTALLEDSERIES100 SCALE J/A' . 1'-0- 6' MNL S8` e e I Do' MAX FRAME WIDTH 6 s rMAILIT mvL Ti I l 1 I C 6• MA7t. x X o 4 a I UPSINSTALLATIONC I2 WHERE SHOWN. SEE 7 CCC3 FRAME SCREWS WHETS SHOWN. SEE 'FRAME FRAME ANCHOR INSTALLATION CUPS WHERE SHOWS. SEE FRAME Ir MAX. D.C. R ANCHOR ANCHOR S REOUMENTS TABLE' ON THIS SHEET FOR I REWREY04M TABLE" ON THIS Si ET FOR REWUIEMENIS. (CUPS I REQUIREMENTS I NAY BE USED ATHEAD &W IN UCU I0FRAMESCREWS) 1_^ x I 11 J B' MAX J L L le• _r 2 1/2' I MAX. "'I I J 2 1 MAX. OC. y1°" I Y QnRIOR ELEVATION: S iSit XOX WINDOW FRAME SCREW INSTALLED SERIES 2) SCALE: 3/X• - V—O* ALLOWABLE DESIGN PRESSURE X UNIT) . MAX MAX- ALLOWABLE PRESSUq- FRAME FRAME WIDTH HEIGHT POSRNE NEGATIVE IN) (IN ) (PSF) (PSF) Ice so 20 1 20 Ice MI 70 1 30 Toe >a 35 1 75 PRESSURE SHOWN IN THIS TABLE IS FOR INSTALLATION CONDITIONS ONLY THE GOVERNING DESIGN PRESSURE ON THE WINDOWS SHIVA BE THE LESSER OF THAT SHOWN IN THE INDIVIDUAL WINDWFS STATE APPROVAL OR THAT SHCWH IN THIS TABLE FIN ANCHOR PER ELEVATION r-SUSSMTE BY OTHERS &( OTHERS PER 1/4- MAX. SPACE rRk%IE V61M - PER TRAME ANWOR -SUBSTRATE 1-Z- I SEALANT BY OTHERS FRAME AHckOR PER 'rRAME ANCHOR BID4141) NAL RECUREMENTS TA9Lr LEVATIDN RECUIREMMS TABU SUBSTRATE Iff OTHERS PER RPANE f REOUIRDIENTS Is 7ABLE' SERIES 10 5 /4' MAX. SHIM WINDOW MANE1/4* MAX. 1 FRN ANCHOR PER SEALANT BY SPACE rAT EACH ANCHOR ELEVATION N, OTHERS SEALANT BY I OTPERS SEALANT IYf OTHERS SERIES 10 SERIES 2D MAIL FIN WINDOW WINDOW FRAME FRAME VIVI-ORI fff SERIES 20 SECTION /F, WINDOW at! SERIES 10 FRAUE SCALE: 1/2 FULL WINDOM INSTALLATION CUP iFRAMEPERELEVATION 1/4- MAX SHIM FRAWE *VFW- SCALANT By AT EACH ANCHOR - OTHERS x SMANT By OTHERS SURSWTE BY 4* MAI oTIHEas MD' SERIES 201/!* At". SAM T7 -T SHIM'A/ T EACIJ CUP REOUIRCMENFS WINDOW FRAM SEALANT BY OTHERS '% TABLE jr twsxvmm cup SCREW TRANS ANCHOR BEHIND MAX nN• SUBSTRATE BY OTHERS SLAISIRATE B.• PER ELEVA710H (Z PER PER ELEVATION PER 'FRAME ANCHOR ANCHOR REOUXEMENTS TABLE" FIN ANCHOR PER ELEVATION REOUIREMEIfl! TABU CUP) iii 1.4 SECTION SECTION /ZN lei SCALE: 1/2 ruLL SUBSTRATE By OTHERS SCALE: 1/2 FLXL 9 PER WANE ANCHOR REOUKMEN7S TABU' NOOSERIES 10 JR SEALANT OTHERS SE7S 20F?" BY OTHERS, AOL ,N 0.375 OTHERSJ - -, oi` Co SEALANT BY XTERIOR iX OTHERS SEALANT Br, 0 cmTH CO."NUOUS WOOD MEN" LESS IN 325 0.293 SIZE THAN A 2X- BLICK TO BE MIN. 2.000 FRAME SCREW PER ELEVATIONS DEEP. HOT REQUIRED WHEN I R 0 C60 J FRAME ANCHOR 3 1/2 SE ON ABLE SHREOUIREMEKSTABLE* IM SPACES WITHINXWNABL-: SCALE, 1/2 rULIL W t DIMENSIONS SHM 04 SECTIONS). Ol INSTALLATION CLI 01/4- (2 M) OPTIONAL SERIES 20 DIRECT MOUNT DETAIL TO SUBSTRATE WITH SPAG KM SECTION SHOWN. SOB ARE ±RS7A1LED_TILE §IME) tG-6tjES7Ndi-AFPtY) . _ _ 1597] FOR OVAL NOT SHOWN. SEE SECTIONS A2/4 & 82/4) 3 3 REVISION /nv. AR121011 PERMIT # a 9 DATE PROJECT ADDRESS rM 1 n e, CONTRACTOR PHONE # 'to -7'+O'+ 012rf FAX # CONTACT PERSON izODNI=`f- BROWN DESCRIPTION OF REVISION el UTILITY DEPT FIRE PREVENTION PLANNING BUILDING OFFICE PERMIT # PROPOSED SITE PLAN CITY OF SANFOR EVELILDING PME T ERVICESW PLANNING 0 APPitoVED SEVENTH STREET 1) RECORD UE UTILITY EASEMENT FIP FOUND IRON PIPE NEIGH NEIGHBORING PROPERTY x- X - X WIRE FENCE CONCRETE 0) MEASURED DUE DRAINAGE • VMJTY EASEMENT FIR FOUND WON ROD OUR SUWM PROPERTY OHW OVERHEAD WIRES 0-0-0 WOOD FENCE C AR R/W RIGHT-OF-WAY MND FOUND NARWCONDITIONERFCMFOUNDCONCRETE MONUMENT SIP SET TION PIPE PROPERTY CORNER SR SET WON ROD N 89°55'26" E 124.00'(R&M) NOT VAUD UNLESS COPIES CONFORM TO 4) BEARINGS WHERE SHOWN ARE PER 7) FENCE OWNERSHIP NOT DETERMINED 11) DRAWING DISTANCE BETWEEN WALLS AND/OR FLOOD INFORMATION: SIGNATURE AND DATE CERTIFIDATTON. RECORD UNLESS OTHERWISE NOTED. UNLESS OTHERWISE NOTED. FENCES AND PROPERTY LINES MAY BE FLOOD ZONE X LEM DESCRIPTION PROVIDED BY OTNERs s> uNDERCRouND FOUNOATiDNS e> MEASUREMENTS To WINE FENCES ryry1 STO M MH N ARE 12) FLOOD ZONE INFORMATION WAS DERNED PA ELPANEL N0. 0070 9> ry`y5 SAN MH M OF I I y O 23.5 BUFFER 705 PINE AVENUE 24.7' y G FF of, SM/Tr,,, LEGAL DESCRIPTION: SSS% 1, CERTIFIED T0: ok GO 5' CONC 9 ti y0, TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 1, PAGE S8, iOFTHEPUBLICRECORDSOFSBANOLECOUNTY, FLORIDA. I R 1 2N A O F B E A L E mil FIR 1/2- ONLY TO THOSE PERSONS AND//OR ENTITIES LISTED HEREON. THE BOUNDARY SURVEY MEETS THE MINIMUM TECHNICAL • S M 1 TSTANDARDSASSETFORBYTHEFLORIDABOARDM OF PROFESSIONAL SURVEYORS IN CHAPTER e1017, •. 0 LAND • FLORIDA ADMINISTRATIVE CODE PURSUANT TO SECTION •. ORIO, •' PROFESSIONAL SURVEYOR 0 472-027• FLORIDA STATUTES./ S% FLORICIASURVEYASSOCIATES.COM I L BEALE SMrTH N• PS '' 33' PROFESSIONAL SURVEYOR. FLORIDA REG. NO. 5238 PHONE: 407-331-5577 FAX: 107-331-9188 ti I— l a 4J 1a y . ry4)• V1 LOT 6 LOT 1 y y A a W z I m I z ui O I OOD 18" PALM +48" OAK •T3 Tn O I O a°' LE 24" OAK'ur o yah r' ASCITEMPELECO SEPTIC 13.0' 20.65' rya 6' 6' 24.20' 8 PROPOSED 0 ADDITION z EXIST ONE STORY ,, 90 RESIDENCE A CONC LOT 7 ( 0 LOT 2 r+ ap I N FIN FLOOR N 0 CA 1 EL 27.2' 58.1' Q rya O O I I 6' 44.75' p0) 66.1 o O O C/Oo yy • 9> 0 I< v ryy0 . Ix Karp CONC a J GA E N m 1 I nI Lp 22' LOT 8 Ln LOT 3 INLET® 23.5' U>x yh h1 ct a I I tiros' ryh I 13 i 10METAL SHED FIR 1/2' tia I I I:,• N0# ro rya' STORM MH 36" OAK 23.5' FIR 5/8- BLOCK 9 TEIR C NO# II1.7' N N 89055'26" E 124.00'(R&M) I I LOT 9 LOT 4 PLAN CITY OF SANFOR EVELILDINGPME T ERVICESW PLANNING 0 APPitoVED DATE 1) RECORD UE UTILITY EASEMENT FIP FOUND IRON PIPE NEIGH NEIGHBORING PROPERTY x- X - X WIRE FENCE CONCRETE 0) MEASURED DUE DRAINAGE • VMJTY EASEMENT FIR FOUND WON ROD OUR SUWM PROPERTY OHW OVERHEAD WIRES 0-0-0 WOOD FENCE C AR R/W RIGHT-OF-WAY MND FOUND NARWCONDITIONERFCMFOUNDCONCRETE MONUMENT SIP SET TION PIPE PROPERTY CORNER SR SET WON ROD NOT VAUD UNLESS COPIES CONFORM TO 4) BEARINGS WHERE SHOWN ARE PER 7) FENCE OWNERSHIP NOT DETERMINED 11) DRAWING DISTANCE BETWEEN WALLS AND/OR FLOOD INFORMATION: SIGNATURE AND DATE CERTIFIDATTON. RECORD UNLESS OTHERWISE NOTED. UNLESS OTHERWISE NOTED. FENCES AND PROPERTY LINES MAY BE FLOOD ZONE X LEM DESCRIPTION PROVIDED BY OTNERs s> uNDERCRouND FOUNOATiDNS e> MEASUREMENTS To WINE FENCES ARE BE DIAGGMTED FOR CLARITY. COMMUNITYNO. N0. 120294 ABSTRACTED FOR EASEMENTS OR OTHRE ER wPROPERTIES SHOWN HUMOR"[ R/E i+OT L oaITEp. P e) TO CENTERWIRE.TO FENCES ARE 12) FLOOD ZONE INFORMATION WAS DERNED PA ELPANEL N0. 0070 RECORDED ENCUMBRANCES NOT SHOWN TO OUTSIDE OF WOOD. e) ELEVATIONS. C SHOWN ARE BASED ON uFww ARE TO/FROMONTHEPROPERTYPUTofRECORD. NORTH AMERICAN VERTICAL DATUM 19ee. 1°) FARCE FROM FEDERAL EMERCUCY MANAGEMENT AGENCY FLOOD INFORMATION RATE MAPS. SUFFIX F DATE OF FIRM 9/28/07OF ADDRESS: DATE OF SURVEY 2/15 12 705 PINE AVENUE SURVEY N0, 0462 SANFORD, FLORIDA 32771 ` FF of, SM/Tr,,, LEGAL DESCRIPTION: SSS% 1, CERTIFIED T0: L07S 8, 7 RTI 8, BLOCK 9, TOR C. TOWN OF SANFORD. ACCORDING F 1 C gT L i JASON C BROWNy0, TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 1, PAGE S8, iOFTHEPUBLICRECORDSOFSBANOLECOUNTY, FLORIDA. T1D5 K A DIGITALLY SIGNED AND SEALED SKETCH OF A N!. 5 2 3 BOUNDARY SURVEY PERFORMED UNDER THE DIRECTION • OF THE UNDERSIGNED. a COPIES ARE AUTHORIZED ON OR A O F B E A L EABOUTTHEGATEOFSURVEYSHOWNHEREONANDCERTIFIED ONLY TO THOSE PERSONS AND//OR ENTITIES LISTED HEREON. THE BOUNDARY SURVEY MEETS THE MINIMUM TECHNICAL • S M 1 TSTANDARDSASSETFORBYTHEFLORIDABOARDM OF PROFESSIONAL SURVEYORS IN CHAPTER e1017, •. RLAND • FLORIDA ADMINISTRATIVE CODE PURSUANT TO SECTION •. ORIO, •' PROFESSIONAL SURVEYOR 472-027• FLORIDA STATUTES./ S% FLORICIASURVEYASSOCIATES.COM L BEALE SMrTH N• PS '' F F F F F E T T A A A 282 SHORT AVENUE, SURE 104 LONGWOOD, FLORIDA 32750 PROFESSIONAL SURVEYOR. FLORIDA REG. NO. 5238 PHONE: 407-331-5577 FAX: 107-331-9188 r w I W V_ U. O FOR ANCHOR SPACING SEE NOTES 10 AND 11 r 54 " MAX. WIDTH - 1A A 1 72" MAX HEIGHT ELEVATION VIEWED FROM EXTERIOR DESIGN PRESSURE RATING IMPACT RATING t40PSF NONE REVISIONS I REV I DESCRIPTION I DATE I APPROVED I A I UPDATED PER NEW TESTING 108/26/09 1 R.L. GENERAL NOTES. 1) THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE CURRENT FLORIDA BUILDING CODE 2) OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE. OPENING DESIGN IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 3) APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED ON THIS PRODUCT IN WIND BORNE DEBRIS REGIONS 4) SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4". SHIM WHERE SPACE IS 1/16" OR GREATER OCCURS, 5) WINDOW FRAME MATERIAL TO BE ALUMINUM ALLOY 6063—T5 .054" THICK. WINDOW SASH MATERIAL TO BE ALUMINUM ALLOY 6063—T5 .062" THICK. 6) USE CAULK BEHIND WINDOW FIN AT HEAD, JAMBS AND SILL. 7) USE CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF WINDOW FIN. 8) GLASS THICKNESS MAY VARY PER THE REQUIREMENT OF ASTM E1300 GLASS CHARTS 9) WHERE THE WATER RESISTANCE TEST REQUIREMENT OF 15% OF DESIGN LOAD APPLIES, POSITIVE DESIGN LOADS WILL BE LIMITED TO 40PSF DUE TO WATER TEST PRESSURE OF 6.0 PSF ACHIEVED IN TEST. 10) INSTALL FIN FRAME WINDOW WITH 0.120" DIA. 6d NAILS WITH A MINIMUM 2" EMBEDMENT INTO FRAMING LOCATE ANCHORS 6" MAX. FROM ALL CORNERS AND SPACING BETWEEN ALL ANCHORS MUST NOT EXCEED 19" AT HEAD. SILL AND JAMBS. 11) INSTALL FIN FRAME WINDOW WITH k8 WOOD SCREW OF SUFFICIENT LENGTH TO ACHIEVE MIN. 1-1/2" INTO SUBSTRATE LOCATE ANCHORS 6" MAX FROM ALL CORNERS AND SPACING BETWEEN ALL ANCHORS MUST NOT EXCEED 19" AT HEAD, SILL AND JAMBS. 12) IF EXACT WINDOW IS NOT LISTED IN ANCHOR CHART. USE ANCHOR QUANTITY LISTED WITH NEXT LARGER SIZE, FOR THE APPROPRIATE DESIGN PRESSURE REQUIRED. 13) ALLOWABLE STRESS INCREASE OF 1/3 WAS NOT USED IN THE DESIGN OF THE PRODUCT SHOWN HEREIN WINO LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 14) INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIAL WITH THE FOLLOWING PROPERTIES: A. WOOD — MINIMUM SPECIFIC GRAVITY OF G=0.46 GENERAL ALUMINUM COMPANY 1001 W. CROSBY RD. CARROLLTON TEXAS 75006 SERIES 1900/1970 RECTANGULAR SH 54" X 72" NON — IMPACT ELEVATION AND GENERAL NOTES DRAWN F.A. 08-00578 NTS JDATE 10/08/08 1 SNEET 1 OF 3 t E,VS:gTy, AD 51 TATE J» O' c•. RA %FORIO?,G'\ IONAL O REVISIONS SHEATHING BY OTHERS SEE NOTES 10 REV DESCRIPPON DATE APPROVED 11 SHEET 1 CAULK IN EMBEDMENT A UPDATED PER NEW TESTING 08/26/09 R.L. BEHIND FIN I I I I I BMING YAO HERS PERIMETER CAULK BY OTHERS FIN TYPE FRAME HEADER GLAZING TYP. EXTERIOR FIN TYPE FRAME SILL PERIMETER CAULK BY OTHERS INSTALLATION ANCHOR CAULK BEHIND FIN SHEATHING BY OTHERS INTERIOR 1/4" MAX. SHIM SPACE WINDOW HEIGHT 1/4" MAX SHIM SPACE F— SEE NOTES 10 11 SHEET 1 MIN EMBEDMENT SECTION A -A WINDOW WIDTH 1/4" MAX. SHIM SPACE INTERIOR EXTERIOR GLAZING TYP. FIN TYPE FRAME JAMB SECTION B -B SEE NOTES 1E11SHEET1 MIN. EMBEDMENT SHEATHING BY OTHERS7CAULKBEHINDFIN INSTALLATION ANCHOR PERIMETER CAULK BY OTHERS GENERAL ALUMINUM COMPANY 1001 W. CROSBY RD. CARROLLTON TEXAS 75006 SERIES 1900/1970 RECTANGULAR SH 54" X 72" NON — IMPACT INSTALLATION DETAILS DRAWN: OWC NO F.A. 08-00578 SCALE NTS I DATE 10/08/08 ISHEEr2 OF 3 S 1IR t rt C EN FcP 0 51 E 'C`'F 0RID •: A i it' S, DNA `,"N Number or anchors for units :$ 6d (.120- diameter) common nail Un t l:'rchh an liegiu 1n) 28.00 18.00 20.W --j 24.00 1 18.00 1 30.00 1 3200 IH 8 5 Jamb_ H& 5 anrb H 8 SVanrbIH 8 S Janrb H 6 S JaniblH d 5 amb 2 2 2 2 - 2 1- 1 2 2 1 2`-2 3 -2 36.00 40.00 4200 H 8 S arribIH B SUanrb H 8 5 Jamb 3 2 1 3 _ t. 2 1 3 - 2 44.00 48.00 54.00 H 8 5 Jamb1H d S Jamb H 8 S Jamb 3 I 2 r 3 2 3 36.00 2 3 2 3 1 2( 3 2 3 2 3 1 3 3 3 3; 3 3 1 3 j 3 3 3 3 3 e. 4 44.00 2 3 2 3 2{ 3 2 3 2 3; 3 3 3 3 3 4 3 4 3 4 3 4 3 48.001 2 3 2 3 2{ 3 2 3 2 3 1 3 3 3 4 3 J a 1 3 1 4 3 1 4 1 3 4 4 e, 52.00 2 e 2 4 7. 1 1 2 1 4 2 1 4 13 4 3 4 1 3 1 4 1 3{ 4 3 15 1 3 5 1 4 e 54.00 3 1 Z 2 1 2 1 4 2{ 1 1 2 1 4 1 2 1 4{ 3 - 1 3 1 4 J 3 J 4 3, 5 1 3 1 5 1 3 5 Z - 0.00 3 4 2 4 2 4 1 2 1 4 2 1 4 3 - 3 5{ 3 5 1 3 j 5 3 1 5 1 3 S e. 5122Z#2 4 2 4 1 2' 4 1 2{ 4 1 2 5 3 5 3 5 3 1 5 1 3 16 3( 5 1 3 5 5 5 1 2 1 5 1 2 5 1 2 1 5 1 2 1 5 3 5 1 3 6, 3 1 6 1 3 1 6 3 1 6 1 3 1 6 1 5 Number of anchors for units using 48 wood screw Un11 :V dlh (in) Height I 18.00 1 20.00 24.00 1 28.00 30.00 tint H 8 S,Janrb'H 8 S1Jarnb H 8 S,JambIH 8 SJamb H d S1Jatnb 32.00 36.00 4000 1 42.00 1 4444.00 - 48.00 54.00 H 8 S,Jamb1 H 8 S JambIN d S Jarnb1 H 8 S Jamb;H d SUanrb;H d S1Jamb H 6 S Jamb 28.001 2 1 2 2 2 2, 2, 2 2 2 1 2 3 1 2 1 3 2 3 2 3 3 3 2! 3 1 3 1 2 1 3 2 1 4 3 1 3 3 1 3 1_ 2 336.00 1 2 1 3 2 1 3 2 3 2 3 2 3 1 3 1 3 j 3 3 1 3 44.00 1 2 1 3 2 1 3 2 3 1 2 3 2 1 3 3 1 3 3 1 3 I 3 3 j 3 3 1 3 3 3 1 3 1 3 48.00 213 2 ;3 7T77T[ 2 3 2 3 3 1 3' 3 3 3 3! 3 3 1 3 3 1 3 3 -_ 3 52.00 1 2 4 2 1 •• 2 1 s 2 4 2 1 4 3 1 4 1 3 - 1 3 1 3 j 3 j 4 i 3 j 1 4 54.00 1 2 1 4 2 - 2 I a; 2 4 1 2 - 3 1 4 d'3 , j 30 . eC J 1 ir, r0 : 1 CC - •:C J 1 .1-00- 3 1_! 3 1 4 c 60.00 T 2 1 4 2,e 2 1 4 1 2 1 2 1 4 3 1 4} 3 1-1 1 3 1 4 3 1 1 3j 33 3C-. aC .) ! 3)) 66.00 1 2 1 4 2 4 2 j 1 2 1 4 2 4 3 1 4( 3 1 3 1 4 1 3 1 3 1 3( 4 1 1 ^:.; ' Ui J cC J •rV 0 7?.00 1e 1 5 2 5 2 S j 2 5 2 5 3 1 5 1 3 5 1 3 5 3 S j 3 1 5' 3 5 1 4 1 5 Design pressers for units glazed with IGU 3132" annealed REVISIONS REV I DESCRIPTION DATE I APPROVED A I UPDATED PER NEw TESTING 08/26/09 1 R.L. GENERAL ALUMINUM COMPANY 1001 W. CROSBY RD. CARROLLTON TEXAS 75006 SERIES 1900/1970 RECTANGULAR SH 54" X 72" NON - IMPACT ANCHOR CHARTS F.A. 1 08-00578 A scALE NTS DATE 10/08/08r7-EET3 OF 3 AO 51 TATS OF ORM" SS/ONAL EVG`\\ H,pt 161 2C3 I 2.10 :9) 30 32^ :8 ` 0 I aC0 :•:7 ; .If;) , I ^' 28 7 v '•l+y O 7 - =:0 rba r_q i_ c -'- Fbc r.,7 1 40) 30 0 , a0) ! 99) •7 i 93 ^ aU 59 3 100 ^59 C y0 0 3•) t- - -- --- w •:J •10 G . ,0 J -•1c ; ' : C ^_ 99 J 4r • of 7 r---;- C 90 7- • -inc i .. ' i0 o 4,L 99 0 17: 9C Y 1 61: • -100 C 9: ) aC : { io : .:0 J C n - a.: r:C 0 r aJ :-I_ du _;_ 7 ?0 7 7 e0 C, I - 9 0 eo - 36 7 I- 40 J EL v 1c )) ro eJ o c' 1500 c f i Sc o :. •,c 7 ; 47 , is I :c , rG G 3d e3. cc ae , t0 3 5C •) A C ! 30 J •+0 J ' 30 ) ' er ' 6.)o 10 : 3J) ar ; 60.) -C - .300 i •:0 J I SC 0 •:r) 5c) f ^ ! 90 •: ; eC 1 9C ) 40) s, •1 5.- 0 9 is 0 tr, - 9n :0 J •i0 r 53 ` 0 135 „ r7, 3n J :) { sin C 7, .315 •iC J } ir) :0 C 1 d9 5: 0 7 =C a_: : 3•,,, j -i •iC) ,C 7 :<. 5:J :CJ ^w3-_+0) 9G: 407 r6C3 •+0J d0J eU7- 5v7- C 7 _40_J_ a:^ i'0; 0: ! :J 5:) t0=_1 soc- 60; _,- 5 J •--- 'V- _J s5 00 C3 507 S 301 :0„ ° 607 :CC y5G) aC 519 ! :J? 52.1I_--500 a0J 1500 1 a0:' 304 r 55) a7 I Sti: i :U) .151 I app 1 .1'a 1l751a0.. r 5O9 1.,7 .:C: a0 J EC ) 0 : 1 50 C 40 7 i 9G 7- 4C,) iC ^ W J •>D ; 140 - 500 :C J i 50 C 1 •:0 : I 36 3 •:C ] 5 3 77 1 5' I :0) 174 140 9 1) 1 REVISIONS REV I DESCRIPTION DATE I APPROVED A I UPDATED PER NEw TESTING 08/26/09 1 R.L. GENERAL ALUMINUM COMPANY 1001 W. CROSBY RD. CARROLLTON TEXAS 75006 SERIES 1900/1970 RECTANGULAR SH 54" X 72" NON - IMPACT ANCHOR CHARTS F.A. 1 08-00578 A scALE NTS DATE 10/08/08r7-EET3 OF 3 AO 51 TATS OF ORM" SS/ONAL EVG`\\ Design pressures for units glaxod with IGU 1.8•' annealed u• • ,. d•t• 35rt , +8 7 --3'---1--- 24) L 29 J -- 30 0 32 3 • f; -a-=_ _ is C ° : 7 - ra. n :Esra ry;sars9I ,:;j 1 r' res r d I , Pas 1 sky 7 ic,• •f abs rrer ;Je rJ1 '9 e t ] Rt: rY 1 8 J :G C iJ ] :0 0 i7 0 ! .1! ; ri0 : 1 a0 :, 30 ^. 4:: 9 5C J IG G IJJ 1 cC ' 40 0 I I .t0 7 5C '1 1 aG :. L 50 3 C : i :: 0 ::1.: 1 60 J 1 ' S0 0 157 40' 9uJ 400 i)0 u C { r I tJ". 'J ? 5C. L=_ :0) 1 ?r; a0C x,) 1 x050) l ep __.. ;a)_ - 1 i0 r'CG 1.,7 .:C: 3J0 -CO 33 -`a,l, 1 -- 107 i r0r d0] J ec .:) 5C) { .10' 03 403 tC^- 2)7 i:` Sed ao ' 40 _ K C `30 I C 7 J,5 1 •:C - i,J_1 1 5)) : 3 _ i0) 40 J _ 6^. - 433 1 5C ^. I •10) I- dC ] •:C 50:1 q 3: ^ 1 5C 7 C_ C C 1 5' .. 571 •t0 - a.7 s ' 50 7 1 •t ; d'3 , j 30 . eC J 1 ir, r0 : 1 CC - •:C J 1 .1-00- 5C J 1 s0' S0 : v -,o •. r.0: 1 48.3 i L C' 3J- aG J rJ'i y +L i0. 0 90 7 111) 1 5:----- i is , 1 aVC 5:" J_ - :J: I U' AC) Ii5' C 60: :' 3C-. aC .) ! 3)) 9T, 1 41, L=)_ a -J 5, t)0 r- 33.3 9-,1 L_31c;' '-+r) - 1 A0: °:' 1 a0: 50L 5 aC - 3:0 ' 41:-; 9G-7 1 ^:.; ' Ui J cC J •rV 0 SC J { :'11 . 90 C J 9 e' C. 4-- lu] aC, `_5.. i ... G1cC: REVISIONS REV I DESCRIPTION DATE I APPROVED A I UPDATED PER NEw TESTING 08/26/09 1 R.L. GENERAL ALUMINUM COMPANY 1001 W. CROSBY RD. CARROLLTON TEXAS 75006 SERIES 1900/1970 RECTANGULAR SH 54" X 72" NON - IMPACT ANCHOR CHARTS F.A. 1 08-00578 A scALE NTS DATE 10/08/08r7-EET3 OF 3 AO 51 TATS OF ORM" SS/ONAL EVG`\\ C FOR ANCHOR SPACING SEE NOTES 10 AND 11 Number o/ anchors for units using 3116" ITW Tapcon Design pressures for units glazed with IGU 3132" annealed Unit width I In) Height (in) 19.13 26.50 30.50 37.00 1 54.00 Total Lower Upper Head'Jamb Head Jamb Head Jamb Head jJamb jHead IJamb 26.0 13.0 13.0 2 I 2 3 2 3 2 3 1 2 4 1 2 38.4 19.2 19.2 2 3 3 3 3 3 3 3 d 3 50.6 25.3 25.3 2( 3 3 3 3 3 3 3 4 I 3 54.6 27.3 27.3 2 4 3 4 3 4 3 4 4 4 72.0 36.0 36.0 2 j 4 3 4 3 4 3 4 4 I 4 Design pressures for units glazed with IGU 3132" annealed Design pressures for units glazed with IGU 1/8" annealed Una v. Idth (In) Height 1 19 1 255 305 370 1 5d 0 in) Pbs Neg Pos Neg Pos Neg Pbs Neg Pos Neg 260 dO 0 60 0 40 0 600 40 0 60.0 400 630 400 600 384 1 40.0—F. 0 —01 400 1 600 400 1 600 1 400 600 1 400 533 506 1 400 1 600 1 40.0 600 400 1 600 400 60.0 1 400 d9 5 546 1 400 1 600 1 400 600 400 600 400 600 1 400 470 720 1 400 1 600 1 400 600 400 600 400 600 1 400 d00 Design pressures for units glazed with IGU 1/8" annealed sa' MAX. WIOTH A B 72" MAX. HEI GH T A ELEVATION OESIGN PRESSURE RATING IMPACT RATING 140PSF NONE REVISIONS REV I DESCRIPTION I DATE I APPROVED I A I UPDATED PER NEW TESTING 108/26/09 I R.L. GENERAL NOTES: 1) THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH REQUIREMENTS OF FLORIDA BUILDING CODE. 2) OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE OPENING DESIGN IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD 3) APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED ON THIS PRODUCT IN WIND BORNE DEBRIS REGIONS 4) SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4". SHIM WHERE SPACE IS 1/16" OR GREATER OCCURS. 5) WINDOW FRAME MATERIAL TO BE ALUMINUM ALLOY 6063-T5 .054" THICK. WINDOW SASH MATERIAL TO BE ALUMINUM ALLOY 6063-T5 .070" THICK 6) USE CAULK BEHIND WINDOW FLANGE AT HEAD, JAMBS AND SILL. 7) USE CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF WINDOW FLANGE. 8) GLASS THICKNESS MAY VARY PER THE REQUIREMENT OF ASTM E1300 GLASS CHARTS 9) WHERE THE WATER RESISTANCE TEST REQUIREMENT OF 15% OF DESIGN LOAD APPLIES, POSITIVE DESIGN LOADS WILL BE LIMITED TO 40PSF DUE TO WATER TEST PRESSURE OF 6.0 PSF ACHIEVED IN TEST. 10) INSTALL FLANGE FRAME WINDOW WITH 3/16" DIAMETER TAPCON OF SUFFICIENT LENGTH TO ACHIEVE MIN. I-1/4" EMBEDMENT INTO SUBSTRATE WITH 2 5/8" MINIMUM EDGE DISTANCE. FOR HEAD INSTALLATION LOCATE ANCHORS 6" MAX FROM CORNERS. SPACING MUST NOT EXCEED 14". FOR JAMBS INSTALLATION LOCATE ANCHORS 6" MAX FROM CORNERS SPACING MUST NOT EXCEED 20". 11) IF EXACT WINDOW SIZE IS NOT LISTED IN ANCHOR CHART USE ANCHOR QUANTITY LISTED NTH NEXT LARGER SIZE FOR THE APPROPRIATE DESIGN PRESSURE REQUIRED. 12) INSTALL RIGID FILLER AT EACH ANCHOR LOCATION. 13) ALLOWABLE STRESS INCREASE OF 1/3 WAS NOT USED IN THE DESIGN OF THE PRODUCT SHOWN HEREIN. WIND LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 14) INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIAL WITH THE FOLLOWING PROPERTIES: A. CONCRETE - MINIMUM COMPRESSIVE STRENGTH OF 3,200 PSI. B. MASONRY - STRENGTH CONFORMANCE TO ASTM C-90, GRADE N, TYPE 1 (OR GREATER). GENERAL ALUMINUM COMPANY 1001 W. CROSBY RD. CARROLLTON TEXAS 75006 SERIES 1550/1570 RECTANGULAR SH NON IMPACT 54" X 72" ELEVATION, CHARTS AND GENERAL NOTES DRAWN OWC NO. REV F.A. 08-00574 A SCALE NTS I DATE 10/08/08 1 SHEET 1 OF 2 IR 14051 o;STATE O 0= c 0Rlla?' i/ /10NALt\\` Urlt w idth (In) Height I 19 1 265 305 370 540 intFbs Wg Pbs Neg Pbs Neg Pbs Neg Pbs Neg 260 400 1 600 400 500 400 6600 400 600 400 600 384 400 600 400 600 400 600 eOO 60.0 dOG 600 506 1400 600 400 500 400 -300 400 600 4100 e93 546 400 600 dO0 500 400 600 4G0 600 400 470 720 400 600 do O 60 0 40.0 1 600 dD 0 60 0 400 400 sa' MAX. WIOTH A B 72" MAX. HEI GH T A ELEVATION OESIGN PRESSURE RATING IMPACT RATING 140PSF NONE REVISIONS REV I DESCRIPTION I DATE I APPROVED I A I UPDATED PER NEW TESTING 108/26/09 I R.L. GENERAL NOTES: 1) THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH REQUIREMENTS OF FLORIDA BUILDING CODE. 2) OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE OPENING DESIGN IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD 3) APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED ON THIS PRODUCT IN WIND BORNE DEBRIS REGIONS 4) SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4". SHIM WHERE SPACE IS 1/16" OR GREATER OCCURS. 5) WINDOW FRAME MATERIAL TO BE ALUMINUM ALLOY 6063-T5 .054" THICK. WINDOW SASH MATERIAL TO BE ALUMINUM ALLOY 6063-T5 .070" THICK 6) USE CAULK BEHIND WINDOW FLANGE AT HEAD, JAMBS AND SILL. 7) USE CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF WINDOW FLANGE. 8) GLASS THICKNESS MAY VARY PER THE REQUIREMENT OF ASTM E1300 GLASS CHARTS 9) WHERE THE WATER RESISTANCE TEST REQUIREMENT OF 15% OF DESIGN LOAD APPLIES, POSITIVE DESIGN LOADS WILL BE LIMITED TO 40PSF DUE TO WATER TEST PRESSURE OF 6.0 PSF ACHIEVED IN TEST. 10) INSTALL FLANGE FRAME WINDOW WITH 3/16" DIAMETER TAPCON OF SUFFICIENT LENGTH TO ACHIEVE MIN. I-1/4" EMBEDMENT INTO SUBSTRATE WITH 2 5/8" MINIMUM EDGE DISTANCE. FOR HEAD INSTALLATION LOCATE ANCHORS 6" MAX FROM CORNERS. SPACING MUST NOT EXCEED 14". FOR JAMBS INSTALLATION LOCATE ANCHORS 6" MAX FROM CORNERS SPACING MUST NOT EXCEED 20". 11) IF EXACT WINDOW SIZE IS NOT LISTED IN ANCHOR CHART USE ANCHOR QUANTITY LISTED NTH NEXT LARGER SIZE FOR THE APPROPRIATE DESIGN PRESSURE REQUIRED. 12) INSTALL RIGID FILLER AT EACH ANCHOR LOCATION. 13) ALLOWABLE STRESS INCREASE OF 1/3 WAS NOT USED IN THE DESIGN OF THE PRODUCT SHOWN HEREIN. WIND LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 14) INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIAL WITH THE FOLLOWING PROPERTIES: A. CONCRETE - MINIMUM COMPRESSIVE STRENGTH OF 3,200 PSI. B. MASONRY - STRENGTH CONFORMANCE TO ASTM C-90, GRADE N, TYPE 1 (OR GREATER). GENERAL ALUMINUM COMPANY 1001 W. CROSBY RD. CARROLLTON TEXAS 75006 SERIES 1550/1570 RECTANGULAR SH NON IMPACT 54" X 72" ELEVATION, CHARTS AND GENERAL NOTES DRAWN OWC NO. REV F.A. 08-00574 A SCALE NTS I DATE 10/08/08 1 SHEET 1 OF 2 IR 14051 o;STATE O 0= c 0Rlla?' i/ /10NALt\\` INSTALLATION REVISIONS ANCHOR CAULK BETWEEN REV oEscRrorroN DATE APPROVED CONCRETE/MASONRY WOOD BUCK & A UPDATED PER NEW TESTING 08/26/09 R.L. BY OTHERS MASONRY OPENING BY OTHERS ONE BY WOOD BUCK BY OTHERS Q Q 1 1/4" MIN. CAULK BETWEEN WINDOW Q Q EMBIDMENT FLANGE & WOOD BUCK PERIMETERCAULK WINDOW WIDTH ONE BY WOOD BY OTHERS 1 4" MAX. BUCK BY OTHERS SHIM SPACE FLANGE TYPE 1/4" MAX. SHIM SPACEWINDOWFRAMERIGIDFILLER 1 1/4" MIN. EMBEDMENTHEADERGLAZINGTYP FLANGE TYPE WINDOW FRAME GLAZING TYP INTERIOR JAMB INSTALLATION SEE SHEET 1 d ANCHOR EXTERIOR INTERIOR Q CAULK BETWEEN WOOD BUCK & WINDOW d 4 MASONRY OPENING HEIGHT EXTERIOR RIGID FILLER BY OTHERS CAULK BETWEEN WINDOW FLANGE & WOOD BUCK CONCRETE/MASONRY BY OTHERS PERIMETER CAULK BY OTHERS Tr111-7 SECTION B-8 FLANGE TYPE WINDOW FRAME SILL PERIMETER CAULK BY OTHERS SILL STOOL BY OTHERS i p CAULK BETWEEN WINDOW FLANGE PRE CAST SILL WITH VULKEM PRE CAST SILL 116 ADHESIVE CAULK OR BY OTHERS APPROVED EQUAL SECTION A -A GENERAL ALUMINUM COMPANY \11t1f11',, 1001 W. CROSBY RD. \p g R. C CARROLLTON TEXAS 75006 ` •-\GENS- q(P% SERIES 1550/1570 RECTANGULAR SH NON IMPACT 1_*: 06,2514" XINSTALLATION7DETAILS TAT = OF DRAWN oWC NO. REV 0' F•'OlOR10P• SCALE NTS DATE 10/08/08 08 500574 2 A ///S 0NAL•0 G\ SCPA Parcel View: 25-19-30-5AG-090C-0060 t>crvkt Jot -wino.,, Cr -n Parcel: 25-19-30-5AG-09OC-0060 PROPERTY Owner: BROWN 3ASON C APPRAISER SE-Mu40LE COUNTY FLOF'4DA Property Address: 705 PINE AVE SANFORD, FL 32771 Back < Previous Parcel Next Parcel > j F_S-av-e_La-y`ouT1Reset Layout j F_Ne-w__s_e_a_r_ch Parcel: 25-19-30.5AG-090C-0060 ! Value Summary Property Address: 705 PINE AVE Owner: BROWN JASON C Mailing: 705 PINE AVE SANFORD, FL 32771 - 2665 Subdivision Name: SANFORD TOWN OF Tax District: Sl-SANFORD Exemptions: DOR Use Code: 01 -SINGLE FAMILY tis I ; 9..P I ! s I D . A =• P L_ J. — - -- -- L E 7TH ST W _ it >-'! ISI I IW I I o W Map Aerial Both 1 Footprint + Extents Center Larger Map Dual Map View - External Page 1 of 2 Tax Amount without SOH: S 1,414 2011 Tax Bill Amount $1,414 Tax Estimator Save Our Homes Savings: s0 Does NOT INCLUDE Non Ad Valorem Assessments L----- ---- — 2012 Working 2011 Certified Values Values Valuation Cost/Market Cost/Market Method Number of 1 I Buildings Depreciated 511 176 S40.04C Bldg Value Depreciated Taxing Authority Assessment Value Exempt Values 525C EXFT Value County General Fund Land Value 530,662 530,662 Market) Schools Land Value Ag s0 641,838 Just/Market S41,838 570,952 Value •• s0 541,838 Portability Adj SJWM(Saint Johns Water Management) Save Our Homes s0 SC Add County Bondsi Amendment 1 s0 SC Add Assessed Valuel S41,8381 570,952 Tax Amount without SOH: S 1,414 2011 Tax Bill Amount $1,414 Tax Estimator Save Our Homes Savings: s0 Does NOT INCLUDE Non Ad Valorem Assessments L----- ---- — http://www.scpafl.org/Parcel Details.aspx?P1 D=25-19-30-5AG-090C-0060 2/27/2012 Legal Description LLOTS 6 7 & 8 BLK 9 TR C TOWN OF SANFORD PB 1 PG 56 Tax Details Taxing Authority Assessment Value Exempt Values Taxable Value County General Fund S41.838 SO 641,838 Schools 541,838 s0 641,838 City Sanford 641,838 s0 541,838 SJWM(Saint Johns Water Management) S41.8381 Sol 641,838 County Bondsi S41,8381 Sol 641,838 Sales Deed Date Book Page Amount Vac/Imp Qualified WARRANTY DEED 01/1006 06091 1269 S111,600 Improved Yes QUIT CLAIM DEED 12/2005 06055 1037 5100 Vacant No WARRANTY DEED 08/2001 041 4 0229 57,000 Vacant No http://www.scpafl.org/Parcel Details.aspx?P1 D=25-19-30-5AG-090C-0060 2/27/2012 1 A NAN YA PLASTICS CORP. PLASTPRO INC. 9 PEACH TREE HILL ROAD LIVINGSTON, NEW JERSEY 07039 DISTINCTION SERIES GLAZED FIBERGLASS DOOR INSWING / OUTSWING NON -IMPACT" GENERAL NOTES I. This product has been evaluated and is in compliance with the 2007 Florida Building Code FBC) structural requirements excluding the "High Velocity Hurricane Zone- (HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing or stucco. 3. when used in areas requiring wind borne debris protection this product is required to be protected with on impact resistant covering that complies with Section 1609.1.2 o1 the 2007 FBC. 4 For 2x stud froming construction, anchoring of these units shot) be the some as that shown for 2x buck masonry construction. 5. Site conditions that deviote tom the details of this drawing require further engineering analysis by o licensed engineer or registered architect TANI OF CONTENTS SHEET • 37.50 MMAX.OVERALL FRAME WIDTH WING* FRAMEOIMVEERAOLfV ' OVERALLOVER DESCRIPTION T typical elevation, design pressures, d genvol notes 2 Door panel details 3 Hon:ontol cross sections 4 Vertical cross sections S Buck and Irome onchoring • 2X buck masonry construction 6 Frame anchoring - I X buck mosonry construction 7 Bit of motonols, glaring debit d components 37.50 MMAX.OVERALL FRAME WIDTH WING* FRAMEOIMVEERAOLfV ' OVERALLOVER 6LASs. DESIGNPESSLLRE (lSFY POSITIVE NEGAITVE INSWING 37.50" x 42.00" 21.00" x 63.00" 50.0 -50.0 GI OUTSWING 37.50" x 80.50" 21.00" x 63.00" 60.0 -60.0 P a Z uz r z ao z i u 9208 i N.T.S. ° In AL m' er. LFS i No wo: a F1-4764.1 0 0 r _L or 7 B Sa n p a G1 48 EXTERIOR 41 ma` 42 v = gg B c 47 INTERIOR 46 m 1 HORIZONTAL CROSS SECTION 2 AW z t3 35 DO MAX. DOOR I--1.59" --{ T-07 PANEL WIDTH 4 41.0 — l3ar` D.LO. WIDTHIDTH L'• I EXTERIOR INTERIORGI3F, 2 ro R ILIN lE g 42 CeNbr PvC 2.5" IS CeNlor PvC t ; o L — _ c oil X T 2 N F. I kx Y IAENI WOOD I UUU o z z DOOR EL c aa. 912108 d WALL N.T.S 3 O M RAIL lA/CH A HINGE 3711E AL m 46 C... PVC 47 tvrw000 renlacemero 2 VERnCAL CROSS SECTION a«, n, LFS 3 2 oRMNC Ma: e m F L-4764.1 0 n s+¢r 2 OF 7 p I.1/4" MIN EMB. ITYP I L 4 4 21 20 C A oma'^ s tw o • y1 a' Z CL IFFQc O r/l r 40 7 I a IS INTERIOR 1g $ J c 3 1 x3WAW4 3 3 71 l p a c zO U EXTERIOR 10 j HZ d z 3S N O 11 • E tion & 3 HORIIONTAL CROSS SECflON C4 I >a d 3 Shownw/Ix sub-bucksubstituting + Nconcretescrewsforw000screwsperc Section 1114.5 4.2 of Ine FBC cl1-1/4"MIN. I._ 1.1/4" MIN E EMB.ITYP.1 4 4 EMB.IIYP.) m s ' D g DAY 0.15„ C D q CSINK C'SINK I 20 21 21 20 I 00 g 7 7 INTERIOR INTERIOR W W o o a e 2 2 _ . • _2 Z O oO2u MtE 9 ? 08 i M EXTERIOR EXTERIOR 10 K _ susr N.7.S. C 27 b q 11 g mm W. AL m g LFs 1 HORIZONTAL CROSS SECTION 2 HORIZONTAL CROSS SECTION E a E 3 Outsvdng shown - inswng also approved 3 olio approved Inswing FL -4764.1 °oo S SHM 3 or 7 933 Y I"MIN FROM V' MIN FROM MASONRY EDGE MASONRY EDGE TYP I I ITYP.) 's 2.1/2" MIN. FROM 2.1 /2" MIN. FROM o MASONRY EDGE MASONRY EDGE w 0a o -- T (TYP.) (TYP ( o n u 3 c E g A C z D 3 40 40 20 y 20 d jZ 8 21 B i EXTERIOR INTERIOR EXTERIOR INTERIOR J U r/r 1 VERTICAL CROSS SECTION 2 VERTICAL CROSS SECTION << 4 Oulswing shown • inswing 4 Shown w/1 X sub -buck subslifutrng Ialsoapprovedconcretescrewsforwoodscrewsper Section 1714.5.4 2 of the FBC a n EXTERIOR INTERIOR EXTERIOR INTERIOR V) LnLn 32 40 34 31 33 : m E c Z, n n • ^ z u° n ' A DA 9208 i scue N.T.S. ° CHL Vt.. LFS 3 3 VERTICAL CROSS SECTION 4 VERTICAL CROSS SECTION DFAWW Mo. a 4 OufswngconLgurolion q Ins"ngconfigurohon fL-4764.1 0 0 s>tm 4 or L n Q B' W r Q p I T k8 = TYP HEAD S 1YP. HEAD d IMASONRY d JAMBS `= MASONRY _ JAMBS SEE NOTE I fi 9 OPENING OPENING aa I FRAME ZZO0 u 2X BUCK - T- T to v' 2X BUCK YVU BUCK ANCHORING STRIKE JAM! FRAME ANCHORING HINGE JAMB N Mosoroy ZX buck constr.)ction in NOTES: 28 1. 1/4" Elco concrele screws anchoring 2x buck require a minimum I" clearance to masonry edges, a 1.1/4" minimum M 9 Q embedment and a minimum 4" clearance to odlocenl concrete screws. Substitution of equal concrete screws from o p e ; different supplier may hove different edge distance and center distance requirements. Concrete screw locations at the o 0 corners may be adjusted to maintain the minimum edge distance to mortar joints. If concrete screw locations noted as u are 9 2 08MAX. ON CENTER" must be adjusted to maintoin the minimum edge distance to mortorjoints, additional concrete M screws may be required to ensure the moximum on center dimension is not exceeded. scum N.T.S. ° owe m AL m27 oma. er LFS 3 swuwwe w.. a LATCH d DEADBOLT DETAIL HINGE DETAIL FL -4764.1 0 0 SkW 5 Or n v SEE NOTE I TYP. HEAD b 1 u;y MASONRY SEE NOTE IJAMBS 11 $ g OPENING c S I HINGE DETAIL cL z F, FRAME z x c OI L) T —r 1X BUCK z SEE NOTE 2 I g1 0 SEE NOiE 2 27 z STRIKE JAMB FUME ANCHORING HINGE JAMB LATCH i DEADBOIi DETAII Masonry IX buck construchon NOTES 1 114"ITW concrete screws onchonng frame and/or sill require a minimum 2.1/7' clearance to masonry edges, a I-114" minimum embedment and a minimum 3" clearance to adjacent concrete screws. Substitution of equal concrete screws from o different supplier may hove different edge distance and center distance requirements. Concrete screw locations at the corners may be adjusted to maintain the minimum edge distance to morior joints. It concrete screw locations noted as MAX. ON CENTER" must be adjusted to maintain the minimum edge distance to mortar joints, additional concrete screws may be required to ensure the maximum on center dimension is not exceeded. 2 3116" ITW concrete screws anchoring frame and/or sill require a minimum 2-518" cleoronce to masonry edges. a 1-114" minimum embedment and a minimum 2414" clearance to adjacent concrete screws unless otherwise noted by concrete screw manufacturer. L N.T.S. W. AL W. LFS ntic w FL -4764.1 r _L or 7 d Sd III FS -2". — 1 3" 20 AD ID Lomb IN ; 4 ommwffmyLD 21 NAbrybtomP i4 A STABLE INS VIN LD 1 4 6r T- AW 31 O TNG BUOTNGP 450' GLASS )"MIN. 411E 1 GLASS THK 49 118' TEMPERED GLASS AIRSPACE G I G L G DETAIL DECORATIVE INSERT AIR SPACE 1/8' TEMPERED GLASS low. ft AL RK WD -- FL -4764.1 1 L ort Bill OF MATERIALS ITEM DESCRIPTION MATERIAL A 1X BUCK SG >= 0.55 WOOD B 2X BUCK SG >= 0.55 WOOD C 114" MAX. SHIM SPACE D 114" X 2.3/4"PFH ELCO CONCRETE SCREW STEEL E MASONRY - 3.192 PSI MIN. CONCRETE CONFORMING TO ACI301ORHOLLOWBLOCKCONFORMINGTOASTMC90 CONCRETE G 3/16'X 3.1/4" PFH ITW CONCRETE SCREW STEEL H 1/4" x 3.1/4" PFH ITW CONCRETE SCREW STEEL 1 1/4" x 3.3/4" PFH ITW CONCRETE SCREW STEEL K h 10 X 2" PFM WOOD SCREW STEEL L 8 X 2-1/2" PFH WOOD SCREW STEEL M 88 X 7' PFH WOOD SCREW STEEL 7 FORCE S WEATHER STRIPPING BY ENDURA FOAM 8 COMPRESSION WEATHER STRIP OLON 650 BY SCHLEGEL FOAM 9 4'X 4" BUTT HINGE STEEL 10 89 X 1" PFH WOOD SCREW STEEL 11 M9 X 3/4" PFH WOOD SCREW STEEL 17 KWIKSET KEYED ENTRY GRADE 2 STEEL 18 KWIKSET DEADBOLT GRADE 2 STEEL 20 FINGER JOINTED PINE FRAME, HEAD b HINGE JAMBS WOOD 21 POLYFIBER JAMB COMP. / VINYL 27 LATCH STRIKE PLATE STEEL 28 DEADBOLT PLATE STEEL 30 INSWING VINYL DOOR BOTTOM SWEEP BY ENDURA VINYL 31 OUTSWING BUMP THRESHOLD ALUM. 32 VINYL DOOR BOTTOM SWEEP 83628 BY HOLM, IND. PVC 33 INSWING ADJUSTABLE THRESHOLD BY ENDURA ALUM. / WOOD 34 INSWING ADJUSTABLE ALUMINUM THRESHOLD BY DLP ALUM. / WOOD 40 DOOR PANEL - SEE DOOR PANEL DETAIL SHEET FOR CONSTRUCTION DETAILS 41 DOOR SKIN MIN. 0.075' THICK FIBERGLASS 42 TOP RAIL CELLULAR PVC 43 LATCH 6 HINGE STILE CELLULAR PVC 44 REINFORCEMENT WOOD FOR LOCKS 20" LONG WOOD 45 BOTTOM RAIL CELLULAR PVC 46 POLYURETHANE FOAM BY NAN YA POLYURETHANE 47 CONTINUOUS LATCH d HINGE STILE REINFORCEMENT WOOD 48 SNAP IN LITE FRAME ABS 49 GLAZING COMPOUND SILICONE 55 GLAZING SPACER ALUM d Sd III FS -2". — 1 3" 20 AD ID Lomb IN ; 4 ommwffmyLD 21 NAbrybtomP i4 A STABLE INS VIN LD 1 4 6r T- AW 31 O TNG BUOTNGP 450' GLASS )"MIN. 411E 1 GLASS THK 49 118' TEMPERED GLASS AIRSPACE G I G L G DETAIL DECORATIVE INSERT AIR SPACE 1/8' TEMPERED GLASS low. ft AL RK WD -- FL -4764.1 1 L ort FORM 1100A-08 OFFICE FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Performance Method A Project Name: 2012-009 Builder Name: C-'4/ -4'e0 ,— Street: 705 Pine Ave Permit Office: Sanford City, State, Zip, Sanford , FI , Permit Number: 1,2– fyf Owner: Jason Broom Jurisdiction: 6 S/SO 0 Design Location: FL, Sanford 1. New construction or existing New (From Plans) 9. Wall Types Insulation Area 2. Single family or multiple family Single-family a. Concrete Block - Ext Insul, Exterior R=4.0 1272.00 ft2 b. N/A R= ft2 3. Number of units, if multiple family 1 c. N/A R= ft2 4. Number of Bedrooms 2 d. N/A R= ft2 5. Is this a worst case? No 10. Ceiling Types Insulation Area 6. Conditioned floor area (ft2) 1577 a. Under Attic (Vented) R=30.0 1577.00 ft2 b. N/A R= ft2 7. Windows Description Area c. N/A R= 02 a. U -Factor: Sgl, default 124.81 ft2 SHGC: Clear, default 11. Ducts b. U -Factor: N/A ft2 a. Sup: Attic Ret: Attic AH: Attic Sup. R= 6, 394 25 ft2 SHGC: 12. Cooling systems c. U -Factor N/A ft2 a. Central Unit Cap: 36.0 kBtu/hr SHGC: SEER: 15 d. U -Factor N/A ft2 13. Heating systems SHGC. a. Electric Heat Pump Cap, 36.0 kBtulhr e. U -Factor: N/A ft2 HSPF:8.25 SHGC 14. Hot water systems 8. Floor Types Insulation Area a. Electric Cap: 50 gallons a. Crawfspace R=0.0 1577.00 112 EF- 0.92 b. N/A R= ft2 b. Conservation features c. N/A R= ft2 None 15. Credits None Total As -Built Modified Loads: 36.39 Glass/Floor Area: 0.079 PASSTotalBaselineLoads: 44.11 1 hereby certify that the plans and specifications covered by Review of the plans and 4 HE S74 this calculation are in compliance with the Florida Energy specfications covered by this v0, Code. calculation indicates compliance with the Florida Energy Code. PREPARED BY: /e1 Before construction is completed DATE: this building will be inspected for compliance with Section 553.908 t I hereby certify that thKdas designed in compliance Florida Statutes. iy with the Florida Energ OWNER/A I j. — 7 BUILDING OFFICIAL: DATE: DATE: 2/1/2012 2:27 PM EnergyGauge® USA - FlaRes2008 Pagel of 5 PROJECT Title: 2012-009 Bedrooms: 2 Adress Type: Street Address Building Type: FLAsBuilt Bathrooms: 0 Lot # Owner: Jason Brown Conditioned Area: 1577 SubDivision: of Units 1 Total Stories: 1 PlatBook: Builder Name, Worst Case: No Street, 705 Pine Ave Permit Office: Sanford Rotate Angle: 0 County: Seminole Jurisdiction: Cross Ventilation- No City, State, Zip: Sanford , Family Type Single-family Whole House Fan: No FI , 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 Exposed Perimeter Wall Ins. R -Value Area Floor Joist R -Value Tile Wood Carpet 1 Crawlspace 1 tt 0 1577 R2 19 0 0 1 ROOF Roof Gable Roof Solar Deck Type Materials Area Area Coke Absor. Tested Insul. Pilch 1 Gable or Shed Composition shingles 1662 1`112 262 R2 Medium 0.9 N 0 18.4 deg ATTIC Type Ventilation Vent Ratio (1 in) Area RBS IRCC 1 Full attic Vented 300 1577 f12 N N CEILING Ceiling Type R -Value Area Framing Frac Truss Type 1 Under Attic (Vented) 30 1577 f12 0.1 Wood WALLS Cavity Sheathing Framing Solar 1/ # Omt Adjacent To Wall Type R -Value Area R -Value Fraction Absor. 1 N Exterior Concrete Block - Ext Insul 4 374.67 R2 0 0 0.8 2 E Exterior Concrete Block - Ext Insul 4 261 33 f12 0 0 0.8 3 S Exterior Concrete Block - Ext Insul 4 374.67 R2 0 0 0.8 4 W Exterior Concrete Block - Ext Insul 4 261.33 ft2 0 0 0.8 DOORS Ornt Door Type Storms U -Value Area 1 E 2 W Wood Wood None None 0.39 0.39 20 ft2 20 ft2 WINDOWS Window orientation below is as entered. Actual orientation is modified by rotate angle shown in "Project' section above. Ornt Frame Panes NFRC U -Factor SHGC Storms Overhang Area Depth Separation Int Shade Screening 1 N Metal 2 N Metal 3 N Metal 4 N Metal 5 E Metal 6 E Metal 7 S Metal 8 S Metal 9 W Metal Single (Clear) Single (Clear) Single (Clear) Single (Clear) Single (Clear) Single (Clear) Single (Clear) Single (Clear) Single (Clear) No No No No No No No No No 1.3 0.75 N 1.3 0.75 N 1 3 0.75 N 1.3 0.75 N 1.3 0.75 N 1.3 0.75 N 1.3 0.75 N 1.3 0.75 N 1.3 0.75 N 4 ft2 1 ft 0 in 1 ft 0 in 9 ft' 1 ft 0 in 1 ft 0 in 18.06 ft2 1 ft 0 in 1 ft 0 in 18.75 ft' 1 ft 0 in 1 ft 0 in 9 ft2 1 ft 0 in 1 ft 0 in 6 ft2 1 ft 0 in 1 ft 0 in 18 ft2 1 ft 0 in 1 ft 0 in 18 ft2 1 ft 0 in 4 ft 0 in 24 ft2 6 ft 0 in 1 ft 0 in HERS 2006 HERS 2006 HERS 2006 HERS 2006 HERS 2006 HERS 2006 HERS 2006 HERS 2006 HERS 2006 None None None None None None None None None INFILTRATION & VENTING Method SLA CFM 50 ACH 50 ELA EgLA Forced Ventilation — Supply CFM Exhaust CFM Run Time Fraction Fan Watts Default 0.00036 1489 7.08 81.8 153.7 0 cfm 0 ctm 0 0 COOLING SYSTEM System Type Subtype Efficiency Capacity Air Flow SHR Ductless 1 Central Unit None SEER: 15 36 kBtuthr 1080 cfm 0.75 False HEATING SYSTEM System Type Subtype Efficiency Capacity Ductless 1 Electric Heat Pump None HSPF, 8.25 36 kBtuthr False HOT WATER SYSTEM System Type EF Cap Use SetPnt Conservation 1 Electric 0.92 50 gal 50 gal 120 deg None SOLAR HOT WATER SYSTEM FSEC Cert # Company Name Collector System Model # Collector Model # Area Storage Volume FEF None None ft2 DUCTS Supply Return — Air Percent J # Location R-Value Area Location Area Leakage Type Handler CFM 25 Leakage ON RLF 1 Attic 6 394.25 Attic 78.85 ft Default Leakage Attic TEMPERATURES Programable Thermostat: N Ceiling Fans: Cooling X]] Jan IXjj Feb Mar lX]] Apr Xjj May Jun jX]] Jul Aug Sep X Oct X 40 XDc Heating X] Jan jX] Feb IX] X] Mar rX] Apr X] May IXjj X] Jun [Jul IjX]] jX]Aug IXXISep X Oct X Nov X Dec Venting X]] Jan X Feb X Mar X Apr X]] May X Jun X Jul X Aug X Sep X Oct X Nov X 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 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 FORM 110OA-08 Code Compliance Cheklist Residential Whole Building Performance Method A - Details ADDRESS: 705 Pine Ave PERMIT #: Sanford, R INFILTRATION REDUCTION COMPLIANCE CHECKLIST COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE CHECK Exterior Windows & Doors N1106.AB.1.1 Maximum: .3 cfm/s A. window area; .5 cfm/s .ft. door area. Exterior & Adjacent Walls N1106.AB.1.2.1 Caulk, gasket, weatherstrip or seal between: windows/doors & frames, surrounding wall; foundation & wall sole or sill plate; joints Swimming Pools & Spas N1112.AB.2.3 between exterior wall panels at corners; utility penetrations; between wall panels & top/bottom plates; between walls and floor. EXCEPTION: Frame walls where a continuous infiltration barrier is installed that extends from, and is sealed to, the foundation to the Shower heads N1112.AB.2.4 top plate. Floors N1106.AB.1.2.2 Penetrations/openings > 1/8" sealed unless backed by truss or Air Distribution Systems N1110.AB joint members. EXCEPTION: Frame floors where a continuous infiltration barrier is installed that is sealed to the perimeter, penetrations and seams. Ceilings N 1 106.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 continuous air barrier; gaps in gyp board & top plate; attic access. EXCEPTION: Frame ceilings where a continuous infiltration barrier Insulation N1104.AB.1 is installed that is sealed at the perimeter, at penetrations and N1102.B.1.1 seams. Recessed Lighting Fixtures N 1 106.AB. 1.2.4 Type IC rated with no penetrations, sealed; or Type IC or non -IC rated, installed inside a sealed box with 1/7' clearance & 3" from insulation; or Type IC with < 2.0 cfm from conditioned space, tested. Multi -story Houses N1106.AB.1.2.5 Air barrier on perimeter of floor ca 4y between floors. Additional Infiltration reqts N1106.AB.1.3 Exhaust fans vented to outdoors, dampers; combustion space heaters comply with NFPA, have combustion air. OTHER PRESCRIPTIVE MEASURES (must be met or exceeded by all residences.) COMPONENTS SECTION REQUIREMENTS CHECK Water Heaters N1112.AB.3 Comply with efficiency requirements in Table N112.ABC.3. Switch or clearly marked circuit breaker (electric) or cutoff (gas) must be provided. External or built-in heat trap required. Swimming Pools & Spas N1112.AB.2.3 Spas & heated pools must have covers (except solar heated). Non-commercial pools must have a pump timer. Gas spa & pool heaters must have a minimum thermal efficiency of 78%. Heat pump pool heaters shall have a minimum COP of 4.0. Shower heads N1112.AB.2.4 Water flow must be restricted to no more than 2.5 gallons per minute at 80 PSIG. Air Distribution Systems N1110.AB All ducts, fittings, mechanical equipment and plenum chambers shall be mechanically attached, sealed, insulated and installed in accordance with the criteria of Section N1110.AB. Ducts in unconditioned attics- R-6 min. insulation. HVAC Controls N1107.AB.2 Separate readily accessible manual or automatic thermostat for each system. Insulation N1104.AB.1 Ceilings -Min. R-19. Common walls -frame R-11 or CBS R-3 both N1102.B.1.1 sides. Common ceiling & floors R-11. ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 82 The lower the EnergyPerformance Index, the more efficient the home. 705 Pine Ave, Sanford, FI, 1. New construction or existing New (From Plans) 9 Wall Types Insulation Area 2. Single family or multiple family Single-family a. Concrete Block - Ext Insul, Exterior R=4.0 1272.00 1`12 b. N/A R= ft2 3. Number of units, if multiple family 1 c. N/A R= ft2 4. Number of Bedrooms 2 d. N/A R= ft2 5 Is this a worst case? No 10. Ceiling Types Insulation Area 6. Conditioned floor area (ft2) 1577 a. Under Attic (Vented) R=30.0 1577.00 ft2 b. N/A R= ft2 7 Windows" Description Area c. N/A R= ft2 a. U -Factor: Sgl, default 124.81 ft2 SHGC: Clear, defaultSHGC: leS 11. Ducts b. U-FaclIA ft2 a. Sup: Attic Ret: Attic AH: Attic Sup R= 6, 394.25 ft2 SHGC: 12. Cooling systems c. U -Factor. N/A ft2 a. Central Unit Cap. 36.0 kBtu/hr SHGC: SEER: 15 d. U -Factor NIA ft2 13 Heating systems SHGC: a. Electric Heat Pump Cap: 36.0 kBtu/hr e U -Factor N/A ft2 HSPF: 8 25 SHGC: 14. Hot water systems 8. Floor Types Insulation Area a. Electric Cap: 50 gallons a. Crawlspace R=0.0 1577.00 ft2 EF: 0.92 b. N/A R= ft2 b. Conservation features c. NIA R= ft2 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: Date: City/FL Zip: o,THE srgT o. 1. ru'//`•• rid.=.i O CA 3D WE, 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 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 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 82 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*7 6. Conditioned floor area (11112) 7. Windows** Description a. U -Factor. Sgl, default SHGC* Clear, default b. U -Factor NIA SHGC: c. U -Factor. N/A SHGC. d. U -Factor: NIA SHGC: e U -Factor: N/A SHGC: 8. Floor Types a. Crawlspace b. N/A c. NIA I certify that this home has Construction through the a in this home before finalZibasedoninstalledCo Builder Signature: Address of New Homt: -7O, 705 Pine Ave, Sanford, FI, New (From Plans) 9. Wall Types Insulation Area Single-family a. Concrete Block - Ext Insul, Exterior R=4.0 1272.00 ft2 b. N/A R= ft= 1 c. N/A R= ft2 2 d. N/A R= ft= No 10. Ceiling Types Insulation Area 1577 a. Under Attic (Vented) R=30.0 1577.00 ft2 b. N/A R= ft' Area c. N/A R= R2 124.81 112 11. Ducts ft2 a. Sup: Attic Ret: Attic AH: Attic Sup. R= 6, 394.25 ft2 12. Coding systems R2 a. Central Unit Cap: 36.0 kBtu/hr SEER: 15 R2 13. Heating systems a. Electric Heat Pump Cap. 36.0 kBtu/hr R2 HSPF: 8.25 14. Hot water systems Insulation Area a. Electric Cap, 50 gallons R=0.0 1577.00 R2 EF: 0 92 R= ft2 b. Conservation features R= fl2 None 15. Credits None ied with the Florida Energy Efficiency Code for Building nergy saving features which will be installed (or exceeded) in. Otherwi-a a new EPL Display Card will be completed 1t features( Date: C City/FL Zip:( Department of Community Affairs at (850) 487-1824. OF THE STgTF nur O 0O WE t J 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. EnergyGaugeO USA - FlaRes2008 wrightsoft' Project Summary Entire House Project Information For: Jason Brown 705 Pine Ave, Sanford, FI Notes: Job: 2012-009 Date: Jan 31, 2012 By: RWK Weather: Orlando Sanford AP, FL, US Winter Design Conditions Summer Design Conditions Outside db 41 OF Inside db 70 OF Design TD 29 OF Heating Summary M Structure 35545 Btuh Ducts 0 Btuh Central vent (0 cfm) 0 Btuh Humidification 0 Btuh Piping 0 Btuh Equipment load 35545 Btuh Infiltration Outside db 91 OF Inside db 75 OF Design TD 16 OF Daily range M 1964 Relative humidity 50 Moisture difference 41 gr/lb Sensible Cooling Equipment Load Sizing Structure 26589 Btuh Ducts 0 Btuh Central vent (0 cfm) 0 Btuh Blower 0 Btuh Use manufacturer's data n Rate/swing multiplier 0.96 Equipment sensible load 25525 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 0 Structure 1964 Btuh Ducts 0 Btuh Heating Cooling Central vent (0 cfm) 0 Btuh Area (ft2) 1577 1577 Equipment latent load 1964 Btuh Volume (ftp) 12616 12616 Air changes/hour 0.38 0.20 Equipment total load 27489 Btuh Equiv. AVF (cfm) 80 42 Req. total capacity at 0.70 SHR 3.0 ton Heating Equipment Summary Cooling Equipment Summary Make Make Trade Trade Model Cond GAMA ID Coil ARI ret no. Efficiency 80 AFUE Efficiency 0 SEER Heating input 0 Btuh Sensible cooling 0 Btuh Heating output 0 Btuh Latent cooling 0 Btuh Temperature rise 0 OF Total cooling 0 Btuh Actual air flow 1211 cfm Actual air flow 1211 cfm Air flow factor 0.034 cfm/Btuh Air flow factor 0.046 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat Load sensible heat ratio 0.93 Bol0lalk values have been manually overridden Printout certified by ACCA to meet all requirements of Manual J 8th Ed. i4- wrightsoft' Right-Sude® Universal 7 1 25 RSU08116 2012 -Feb -01 14 20 24 ACCK C 1Program FtleslWrightsofl 1-1VAC120124)09 ruP Calc = MJ8 Onentabon = N Page 1 wrightsofr Right -M Worksheet Entire House Job: 2012-009 Date: Jan 31, 2012 By: RWK 1 Room name Entire House Whole House 2 Exposed wall 174.9 0 174.9 It 3 Ceiling height 0 n 9.0 fl heat/cool 4 Room dimensions 0 x 0 fI 5 Room area 0 1112 0 fl= Ty Construction U -value Or HTM Area (1111) Load Area (W) Load number Blulr/R? 'F7 BI 2) or perimeter (fl) BI h) or perimeter (fl) Btuh) Heat Cool Gross WP/S Heal Cool Gross WP/S Heat Cool 6 13AA-Ooc 0.584 n 16.94 11.50 423 373 6310 4286 423 373 6310 4286 1Aclom 1.270 n 36.83 30.38 4 0 147 122 4 0 147 122 1Aclom 1.270 n 36.83 30.38 9 0 331 273 9 0 331 273 1Aclom 1.270 n 36.83 30.38 18 0 674 556 18 0 674 556 11 1Aclom 1.270 n 36.83 30.38 19 0 669 569 19 0 669 569 y/ 13AA-0oc 0.564 a 16.94 11.50 293 258 4366 2966 293 258 4366 2966 I ---G tAclom 1.270 a 36.83 73.39 9 0 331 661 9 0 331 661 1B-clfm 1.130 a 32.77 73.27 6 0 197 440 6 0 197 440GD11DO0.390 a 11.31 11.23 20 20 226 225 20 20 226 225 V J 13AA-Ooc 0.584 s 16.94 11.50 423 387 6547 4448 423 387 6547 4448 I -GGG 1Aclom 1.270 s 36.83 30.38 18 36 663 547 18 18 663 547 1Aclom 1.270 s 36.83 32.34 18 17 663 582 18 8 663 582 Yj/ 13AA-Ooc 0.584 w 16.94 11.50 293 249 4214 2862 293 249 4214 2862 F -C 1A-clom 1.270 w 36.83 30.59 24 48 884 734 24 24 884 7349111300.390 w 11.31 11.23 20 20 226 225 20 20 226 225 C 16B-30ad 0.032 0.93 1.67 1577 1577 1463 2639 1577 1577 1463 2639 F 19A-Ocscp 0.296 3.21 1.77 1577 1577 5068 2796 1577 1577 5068 2796 61 c) AED excursion 0 10 Envelope loss/gam 33001 24930 33001 24930 12 a) Infiltration 2544 739 2544 739 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants ® 230 4 920 4 920 Appliancestolher 0 0 Subtotal (lines 6 to 13) 1 35545 265891 1 35545 26589 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 35545 26589 35545 26589 l5 Duct loads 1 0% 0% 0 0 0% 0% 0 0 Total room load 35545 26589 355451 26589 Air required (cfm) 1211 1211 12111 1211 Printout certified by ACCA to meet all requirements of Manual J 8th Ed. wr grs sort Right -Sade® Universal 7 1.25 RSU08116 2012 -Feb -01 14 20 24 C \Program Fdes\Wnghtsoft HVACA2012-009 rup Calc = MJ8 Orientation = N Page 1 ITW Building Components Group, Inc. 1950 Marley Drive Haines City, FL 33844 Florida Engineering Certificate of Authorization Number: 0 278 Florida Certificate of Product Approval 4 FL 1999 Page 1 of 1 Document ID: I UJ86666ZO10 1074129 Truss Fabricator: Truss Wood, Inc. Job Identification: 17758-Cajarow Inc / Jason Brown Res. -- 705 Pine Ave, Sanf Truss Count: 2 Model Code: Florida Building Code 2007 and 2009 Supplement Truss Criteria: FBC2007Res/TPI-2002(STD) Engineering SO ware: Alpine Software,Version 10.03. Structural Engineer of Record: The identity of the structural EOR did not exist as of Address: the seal date per section 61G15 -31.003(5a) of the FAC Minimum Design Loads: Roof 37.0 PSF @ 1.25 Duration Floor N/A Wind 120 MPH ASCE 7-05 -Closed Notes: 1. Determination as to the suitability of these truss components for the structure is the responsibility of the building designer/engineer of record, as defined in ANSI/TPI 1 2. The drawing date shown on this index sheet must match the date shown on the individual truss component drawing. 3. As shown on attached drawings; the drawing number is preceded by: HCUSR6666 Details: A1201505-GBLLETIN- Ref Description Drawin t187379 --CIX 12032001 012287380--GE1X 12032002 012 WIN tER P 0 CENSl''•••'L No. 22839 1 r TE C9 • Oic` • •••COR 14, ss ONAO 02/01/2 12 Walter P. Finn Truss Design Engineer - 1950 Marley Drive Haines City, FL 33844 IaFRMIT PACKAGE 17758-Cajarow Inc / Jason Brown Res. -- /uS Pine Ave, Jdnrora. FL JZ//1 - LIA Top chord 2x4 SP #2 Bot chord 2x4 SP #2 Webs 2x4 SP #3 Special loads Lumber Our.Fac.=1.25 / Plate Our.Fac.=1.25) TC- From 55 plf at -1.45 to 55 plf at 11.50 TC- From 55 plf at 11.50 to 55 plf at 24.45 BC- From 4 plf at -1.45 to 4 plf at 0.00 BC- From 20 plf at 0.00 to 20 plf at 8.07 BC- From 40 plf at 8.07 to 40 plf at 14.93 BC- From 20 plf at 14.93 to 20 plf at 23.00 BC- From 4 plf at 23.00 to 4 plf at 24.45 Wind loads and reactions based on MWFRS with additional C8C member design. 4X4= THIS ONG PREPARED FROM COMPUTER. INPUT (LOADS b DIMENSIONS) SUBMITTED BY TRUSS MFR. 120 mph wind, 15.00 ft mean hgt, ASCE 7-05, CLOSED bldg, Located anywhere in roof, CAT ll, EXP B. wind TC OL=4.2 psf, wind BC OL -5.0 psf. lw-1.00 GCpi(I-/-)=0.18 Roof overhang supports 2.00 psf soffit load. Bottom chord checked for 10.00 psf non -concurrent live load Deflection meets L/360 live and L/240 total load. 3X4(A1) 4 -Q j4,j JA+ = 3X4 (Al) =- 4-Q'i 1 11-6-0 _1, 11-6-0 >I Le 23-0-0 Over 2 Supports 1 R=1016 U=215 W=8" ^ R=1016 U-215 W-8" RL=131 131 ` I` 8-0.0 Design Crit: FBC2007Res/TPI-2002(ST - %- 6 PLT TYP. Wave FT RT=20%(O%) 10(0) 10:e03. OT 3 FL 4 R/- Scale =.3125"/Ft. WARNING- RI.11 AND 10110W .11 Nona ON nna SO(( 11 INVUR teRN1aN INI$ DtaIGN 10 ALL INCLUUIN4 MI.LLEPa TC LL 20. 0 PSF REF R6666 - 87379IINI•• LONIP.L1URa Irua><, re euirr :.icer ca n f•Orlc.linV. n•n011 n.. >nlpeirry in>t.11lny .na Or •cln9 r t .na rcollo, tn< i.tr,t saltier, .......l teal ialnq Co.00nrnt a•r<tr Inror.a ion. bf IPI .na NIC•I i TC OL 7.0 P $ F DATE 0 2 / 0 1 / 1 2 s as runt vena Imunrr> ,b.n uroalu< Ir.uoru> br .almsur •ct lar. or for to .lny u"10 -. I 0 : Yn ir„ netru of ^rra ar. wp mora nal n.re oroorrty .u.cn<u ,aru<wr•l ansa nine .na Oo{t nor p nal n.rr . prp.<r1Y •{Danes r1Viu 11.111 ny Lou tions roc V<r..nrn1 1,{a. a NHr•Ir 0.0 F BC OL 10.0 PSF DRW HCUSR6666 12032001 n..e Or •clog In>t•11<0 o<r YCaI aealion> Y7. Y/ or .1110"". a .ev 11a.0Ir. ALPINE II. Yeilelnq Lel.orrrnt> Gr••ep Ina. 111.11111. ,n.{i riot br rr,per„lei. rer .n, arrl.tler, .ren BC LL 0.0 PSF HC ENG SSB/WPF ny 1.11.11 t• bulla Inc {ruaa In confor.•n<r •Iln •N 51/IPI 1, er fur n.rrallnq, anlppiny, st• QRio • .. e..<in9 er ire„r, ..plc plana to <.<n r.<r of tre>, .n. ee,Irian .. ,ne"rr .eer< .n. .... {n<,• TOT. LD. 37.0 PSF SEON- 383000 Orl•Ila, Ynlr s> n01 ra oto<,lar. .1111 to ar •a nq, 1..0•-( roc ,t•nV •rV Dl.te pe,l lien,. • e.l un s/0 OUR . FAC . 1.25 FROM CVIBuildingComponentsGroupna. HamesCrty-FL 33944 FL COA #0 278 ar •.Ing Or car r p•pr Il,llny rola Jua ny, inalut<a •<c<oun<e of or eleaalon•1 rn9lrie er lnV• r, 00mrbnnrr, elay roc u r a<>w^ ,naso. 1nr aon.bnlcr .nv e r or Ini> Jr,19n cur .^, a r aur< nr rt spOn x101114 or pr. Yu11UI n9 0r,19nrr otr .N 111111 1 a•<.2 a1., w r inrora•tlon >r qrn<ranetrap.q.:11R•YLG .nitRp<q<e..IPI a.tpin,t.e.9 Ric....>p<IneRatr,.<ea. ICC: .uu.I«a... ora I 11.1 Jop > 02/01/2012 SPACING 24.0" JREF 1UJ86666Z01 1//S1j-t,a3arow Inc / Jason tSrOWlI Kes. -- /V7 ville Ave. zanrorO, hL 3C//1 - Ot1A) Top chord 2x4 SP #2 Bot chord 2x4 SP #2 Webs 2x4 SP #3 Roof overhang supports 2.00 psf soffit load. Bottom chord checked for 10.00 psf non -concurrent live load. See OWGS A12015050109 & GBLLETINO109 for more requirements. 4X4= THIS OHG PREPARED FROM COMPUTER. INPUT (LOADS & OIMENSIOMS) SUBMITTED BY TRUSS MFR 120 mph wind, 15.00 ft mean hgt. ASCE 7-05, CLOSED bldg. Located anywhere in roof, CAT II, EXP B. wind TC OL=4.2 psf, wind BC OL -5.0 psf. Iw=1.00 GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member, design. Deflection meets L/360 live and L/240 total load. 2X4 (Al) = 3X4= 2X4(A1) L-4- j 4-9 I_ 11-6-0 _I_ 11-6-0 _I 23-0-0 Over Continuous Sup or I f R-82 PLF U=11 PLF W=23-0-0 RL=6/-6 PLF `V` CE ,^/ 1 4 Note: All Plates Are 1.5X3 Except As Shown. ep'-;3. S; Design Crit: FBC2007Res/TPI-2002(ST IsPLTTYP. Wave FT RT=20.6(0•%) 10(0) 1 ';O T Yjj FL/-/4/-/-/R/- JIG' L/-/4 -/ R - NG•• RFAO ANTI IUIIOw Al. X01(l UN NIS 111[(1- i • TC LL 20.0 PSFIMPORIANI•• IURN I3N IN I) Ot)I.. 10 ALL 10n1VAt IDR) I"CLUU1N4 111)1 ALLLR) Ire„<. rleulrr ertreK t• < In f<Orl<.{InV n.nJ 11 nV 11U 1p1"y In,l <I llny •ne Or .clay. Is*o4n0 • TC DL 7.0 PSFfolio, lnr Iel r,t rUl ll.n ofrYC)1 IBu1lJlny C...... nt Sel etY Inro..<tlon 4, IVI en.l I.IC•1 f E (/ V D. .<ll <e, OrlOr l0 1trf Y, .Iny to<,< lun<llOn, In,tYllrr, ,n.11 p, Orloe lr.1Vr <rry r<t lny pt tlC)I ;• TFUnl<„ noire eln<, •1 ,r teV c1lolU ,nrll lb.e Or 11er1 a UtneJ ,rettw <I ,llestnln rnJ VOIt. n BC DL 10.0 P S Fnsllll<re . 11 e0er IY <Itet neJ rIYIU crl llny. Le<stlon, ,I,evn r1r 1rr.enrnl l.tersl ,sat. el nt I • • I hell n.vs Or rc lnY In,tslleJ oer OC)I arctlon, 07. 0/ or 010. •, eOV lit e0ls. A • V`/• ALPINE IlY WliJl ny CO.Oonsnl, 4reup Inc III.YC.iI sn<II net Or rr,pen,101s ler rn, Jrvletlon fro. tM1 E/ • 1 A 1 BC LL 0.0 P S F nY f<I lu.r to OUIIJ tM1r lru„ In cenlar.s,.<s .lin ANSI/IPI 1. er to, n<nJ11nY. ,"1001 nY ln,tell e •.._ o R \O <• _ \ O,<clny of ro„e,. •OOIY of<{r to rKn r<u Of UUN enJ pesltlen ., .neon s0ove en0 on tlw Jol ••.......•• _ M r_y- TOT. L0. 37.0 PSF Oet ell,. 1nls„ nOteJ etner.las. Ref<. lu Jr e.lnl, IGD.-! for ,tent rrJ 01<le 11>l tion, • r•1 an ALg. Cr - Jr:. nq of wv , 0.9< It,ling tnl, J.A.Iny, InJlartr, ec<rplen<r of 1,afe„tensl enylneeriny' Y D U R .FAC 1.251BuildlnpCompoMnaGroupne. „Ien nr',11r 1r re. we Je,lyn >nu.n In< wlt.ln ur <nJ u er tni, ora yn rer .n, >t, eeterr I, HaiMes Clry FL 33811 lb<1 ra 11",101111, 0! tnr Yul`Jlny Ur,lynra Ver ANN/IRI 1 )e<.2. >tor . y Inf Ol ..flan ,ow. 11,1, lee genera nit., 1.1<: IIR•OCI: u..lb.cy <1 : IRI r".t11n,t 111 ..C. ........1., < 02/01/2012 SPACING 24.0., FLCOANO278 ICC I«,ere oro 8-0-0 Scale =.3125"/Ft. REF R6666- 87380 DATE 02/01/12 DRW HCUSR6666 12032002 HC -ENG SSB/WPF SEON- 382998 FROM CV JREF- 1UJ86666ZO1 GABLE STUD REINFORCEMENT DETAIL ASCE 7-05: 120 MPH WIND SPEED, 15' MEAN HEIGHT, ENCLOSED, I = 1.00, EXPOSURE C, Kzt = 1.00 2x4 BRACE GABLE VERTICAL PACING SPECIES GRADE EBRACES 1) IX4 'LBRACE • GROUP A GROUP B 1) 2X4 'L' BRACE (2) 2X4 'L' BRACE •• (1) 2X6 'L' BRACE • GROUP A GROUP B GROUP A GROUP B GROUP A GROUP B 2) 2X6 'L' BRACE GROUP A GROUP B a3 1 w3 j 18• )K DOUBLED WHEN DIAGONAL HI / 142 6' 3' 6' 5' 7' 4' 7' 7' 8' 9' 9' 0' 11' 7' 11' II' 13' 9' 14' SPrH3SPF TOTAL LENGTH IS 14' 5' 5' 5' 5' 7' 2' 7' 2' 8' 9' 8' 9' 111 1' 11' 1' 13' 9' 13' 9' Li J O I ' HF STUD 3' 6' 5' 4' 5' 4- 7' 1' 7' I' 8' 9' 8' 9' II' I' II' I' 13' 9' 13' 9' STANDARD 3' 6' 4' 7' 4' 7' 6' 1' 6' 1' 8' 2' 8' 2' 9' 6' 9' 6' 12' 11' 12' 11' A7 UPPER END ONJIN 1 3' ll' 6' 3' 6' 8' 7' 4' 7' 11' 8' 9' 9' 6' 11' 7' 12' 6' 13' 9' 14' 0' J WE B. S P 02 3' 10' 6' 3' 6' 8' 7' 4' 7' ll' 8' 9' 9' 6' 11' 7' 12' 6' 13' 9' 14' 0' a3 3' 8' 5' 6' 5' 6' 7' 4• 7' 4' 8' 9' 9' 3' 11' 5' 11'5, 13' 9' 14' 0' Q U DFLL STUD 3' 8' 5' 6' 5' 6' 7' 3' 7' 3' 8' 9' 9' 3' 11' 3' 11' 3' 13' 9' 14' 0' STANDARD 3' 7' 4' 9' 4' 9' 6' 3' 6' 3' 8' 5' 8' 5' 9' 9' 9' 9' 13' 2' 1372- ITV -BCG• ...,abcgcom, IPI- ... tpinstcom, VICA ...sMciduslrycom, ICG .. ccsafearg r BI / a2 4' 1' 7' 1' 7' 4' 8' 5' 8' 8' 10' 1' 10' 4' 13' 3' 13' 7' 14' 0' 14' 0' S P r 3 4' 0' 6' 7' 6' 7' 8' 5' 8' 5' 10' 1' 10' 1' 13' 3' 13' 3' 14' 0' 14' 0' EU HF STUD 4' 0' 6' 7' 6' 7' 8' 5' 8' 5' 10' 1' 10' 1' 13' 3' 13' 3' 14' 0' 14' 0' a STANDARD 4' 0' 5' 8' 5' 8' 7' 6' 7' 6' 10' 1' 10' 1' Il' 8' II' 8' 14' 0' 14' 0' 111 4' 6' 7' 1' 7' 8' 8' 5' 9' 1' 10' 1' 10' 10' 13' 3' 14' 0' 14' 0' 14' 0' S P 2 4' 5' 7' 1' 7' 8' 8' 5' 9' l' 10' 1' 10' 10' 13' 3' 14' 0' 14' 0' 14' 0' q3 4' 3' 6' 9' 6' 9' 8' 5' 8' It, 10' 1' 10' 7' 13' 3' 13' 11' 14' 0' 14' 0' W D F L STUD 4' 3' 6' 9' 6' 9' 8' S' 8' 10' 10' I' 10' 7' 13' 3' 13' 9' 14' 0' 14' 0' J STANDARD 4' l' 5' 10' 5' 10' 7' 8' 7' 8' 10' 1' 10' 3' Il' 11' 11' II' 14' 0' 147-0 _' BI / #2 4' 7' 7' 10' 8' 1' 9' 3' 9' 6' 11' 1' Il' 5' 14' 0' 14' 0' 14' 0' 14' 0' Q S P F q3 4' 5- 7' 8' 7' 8' 9' 3' 9' 3' ll' 1' 11' 1' 14' 0' 14' 0' 14' 0' 14' 0' U U u 1— H STUD 4' 5' 7' 7' 7' 7' 9' 3' 9' 3' ll' 1' 11' 1' 14' 0' 14' 0' 14' 0' 14' 0' STANDARD 4' 5' 6' 7' 6' 7' 8' 8' 8' 8' 11' 1' Il' 1' 13' 5' 13' 5' 14' 0' 14' 0' X Hl 5' 0' 7' 10' 8' 5' 9' 3' 10' 0' ll' 1' 11' 11' 14' 0' 14' 0' 14' 0' 14' 0' Q S P 112 4' 10' 7' 10' 8' 5' 9' 3' 10' 0' 1 It, 1' 11' It, 14' 0' 14' 0' 14' 0' 14' 0' 3 4' 8' 7' 10' 7' 10' 9' 3' 9' 9' II' 1' Il' 8' 14' 0' 14' 0' 14' 0' 14' 0' D F L STUD 1 4' 8' 7' 9' 7' 9' 1 9' 3' 9' 9' Il' 1' 11' 8' 14' 0' 14' 0' 14' 0' 14' 0' STANDARD 1 4' 7' 6' 8' 6' 8' 1 8' 10' 8' 10' IF I' ll' 5' 13' 9' 13' 9' 14' 0' 1 14' 0' JT.. ABOUT I 2X4 02N OR BETTER DIAGONAL BRACE OPTION GROUP A. SPRUCE -PINE -FIR HEM -FIR G/ VERTICAL LENGTH MAY BE DOUGLAS FIR -LARCH SOUTHERN PINE a3 1 w3 j 18• )K DOUBLED WHEN DIAGONAL GROUP B: L BRACE IS USED CONNECT al SOUTHERN PINE DOUGLAS FIR -LARCH L• DIAGONAL BRACE FOR 7400 BRAC AT EACH END MAX WCB W )K TOTAL LENGTH IS 14' 2x4 SP OR DF -L STUD T OR 93, SPF 01/02, H -F 02 18• OR BETTER DIAGONALVERTICALLENGTHSHOWN L 1 IN TABLE ABOVE BRACE, SINGLE OR DOUBLE CUT (AS SHOWN) A7 UPPER END ONJIN REFER TO CHART tICONNECTDIAGONALAT MIDPOINT OF VERTICAL WE B. VARNING.• READ AND FOLLOV ALL NOTES ON THIS SWEEP 1 Trusses require e. tremr core im fabricating, handing, shipping. installing and brto and: fdlo• SCSI (Buea,g Component Safety Informal*,, by IPI and VICA) for safety practt of mar to. perfOr"0 these functions Installers shall provide temporary brac,mg per SCSI. Unless m e 17-s'. too Chord shall have property attoChed structural panels and bottom Chprd s i , a properly .tt.Ch,d r9creno Lxat*ns sha.n Far permanent lateral restraint of .ebs • 11 havi• W brocing stalled per BCSI sections u &B7 See this job's general notes page for more in rma bon INPORTANI.. FURNISH COPY Or THIS DESIGN TO INSTALLATION CONTRACTOR ITV Guiding Components Group Inc (IIVBCG) shall not be restMns,ble for any deviation From t Suildag Components Group Im design any failure to bund the truss n conformance inth TPI, ar fabricating, hom, 7z sWl! installing s bracing of trusses ITVBCG connector dates are made of 20/IB/16W (V.H/S/K. AS t l grade 37/40/60 (K/V/H,S) goly steel Apply dotes to each face OF truss. poslt*ned os sho•m and an Jont Details A seat on tHs dra.ng or cover page indicates acceptance and professional engineering reso"balt solely for the truss component design sho., The su,tabA,ty and use of this component for any building rs the responsibility of the Budding Designer per ANSI/IPI 1 Sec 2 Earth City, MO 0.-1045 ITV -BCG• ...,abcgcom, IPI- ... tpinstcom, VICA ...sMciduslrycom, ICG .. ccsafearg IH IN BRACING GROUP SPECIES AND GRADES GROUP A. SPRUCE -PINE -FIR HEM -FIR Ill /1STANDARD a2 STUD Al STUD 03 STANDARD DOUGLAS FIR -LARCH SOUTHERN PINE a3 1 w3 STUD STUD STANDARD I STANDARD GROUP B: HEM -FIR al B. BTR al SOUTHERN PINE DOUGLAS FIR -LARCH MI NI w2 a2 GABLE TRUSS DETAIL NOTES - LIVE LOAD DEFLECTION CRITERIA IS L/240 PROVIDE UPLIFT CONNECTIONS FOR 105 PLF OVER CONTINUOUS BEARING (5 PSF TC DEAD LOAD) GABLC END SUPPORTS LOAD FROM 4' O' OUTLOOKERS VIT14 2' 0' OVERHANG, OR 12' PLYWOOD OVERHANG ATTACH EACH 'L' BRACE WITH IOd NAILS 0128'.3' m, FOR (1) 'L' BRACE, SPACE NAILS AT 2' OC IN 18' END ZONES AND 4' O.0 BETWEEN ZONES iK )KFOR (2) 'L' BRACES SPACE NAILS AT 3' OC IN 18' END ZONES AND 6' OC BETWEEN ZONES. L' BRACING MUST BE A MINIMUM OF 80% OF WEB MEMBER LENGTH GABLE VERTICAL PLATE SIZES VERTICAL LENGTH NO SPLICE LESS THAN 4' 0' IX4 OR 2X3 GREATER THAN 4' 0', BUT 3X4 LESS THAN 11' 6' GREATCR THAN 11' 6' 35X4 n REFER TO COMMON TRUSS DCSIGN FOR PEAK, SPLICE, AND HEEL PLATES QRi!1.t IMAX. TOT. LD. 60 PSF 12 IMAX. SPACING 24.0" REF ASCE7-05-GABI2015 DATE 1/1/09 DRWG A12015050109 T REINFG MEMI GA TR GABLE DETAIL FOR LET -IN VERTICALS GABLE TRUSS PLATE SIZES REFER TO APPROPRIATE ITW GABLE DETAIL FOR MINIMUM PLATE SIZES FOR VERTICAL STUDS. RIGID SHEATHING ERED TRUSS DESIGN FOR PEAK, HEEL PLATES AL PLATES OVERLAP, USE A IAT COVERS THE TOTAL AREA OF PLATES TO SPAN THE WEB / X4 I 2x4 2X8 ra.U"IUL t,un,vax.,w,., .un Vr w, r I . — V-. .HE ENGINEERCD TRUSS DESIGN. ATTACH EACH 'T' REINFORCING MEMBER WITH END DRIVEN NAILS; 10d COMMON (0148'X 3',M1N) NAILS AT 4' O.C. PLUS 4) NAILS IN TOP AND BOTTOM CHORD TOENAILED NAILS 10d COMMON (0.148'x3',MIN) TOENAILS AT 4' OC PLUS 4) TOENAILS IN TOP AND BOTTOM CHORD. THIS DETAIL TO BE USED WITH THE APPROPRIATE ITW GABLE 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, A11015O2OIO9, 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 ITV GABLE DETAIL FOR MAXIMUM UNREINFORCED GABLE VERTICAL LENGTH. T' REINFORCEMENT ATTACHMENT DETAIL T' REINFORCING 'T' REINFORCING MEMBER MEMBER TOENAIL - OR - mi ENDNAIL TO CONVERT FROM 'L' TO 'T' REINFORCING MEMBERS, MULTIPLY 'T' INCREASE BY LENGTH (BASED ON APPROPRIATE ITW GABLE DETAIL) MAXIMUM ALLOWABLE 'T' REINFORCED GABLE VERTICALiLENGTHIS -14' FROM TOP TO BOTTOM CHORD. WEB LENGTH INCREASE W/ 'T' BRACE WIND SPEED AND MRH T' REINF MBR SIZE T INCREASE 140 MPH 15 FT 2x4 10 2x6 50 140 MPH 30 FT 2x4 10 2x6 50 130 MPH 15 FT 2,4 10 1 2<6 50 130 MPH 30 FT 2x4 10 2x6 50 120 MPH 15 FT 2x4 10 2x6 50 120 MPH 30 FT 2,.4 10 2x6 40 110 MPH 15 FT 2x4 10 2x6 40 110 MPH 30 FT 2x4 10 2x6 50 100 MPH 15 FT 2x4 20 2x6 30 % 100 MPH 30 FT 2x4 10 % 2x6 40 90 MPH 15 FT 2x4 2.6 90 MPH 30 FT 2K4 Ai 2x6 EXAMPLE; ASCE WIND SPEED = 100 MPH MEAN ROOF HEIGHT = 30 FT, Kzt = 1.00 GABLE VERTICAL = 24' OC SP B3 T' REINFORCING MEMBER SIZE = 2x4 T' BRACE INCREASE (FROM ABOVE) = 10% = 110 1) 2X4 'L' BRACE LENGTH = 6' 7' MAXIMUM 'T' REINFORCED GABLE VERTICAL LENGTH 110 . 6' 7' = 7' 3' TPO VaaNING.. RCAD AND FOLLO': ALL NOTES ON THIS SHEET, Trusses reau re e. Ve.e core fobr ca tiny, handling, shppmp, ,ns lolhnp and b,.—IT Rete o and: fano. BCSI (Buldwp EOnpanent Safety Intorno tion, by TPI and VILA) for safety prac l,ces 11 to oerfor,ang these runctwns Installers shots oro.,de te.porary braceq Per Bcsl. tdaess n •' : oth,r Se, too chord shop hove OraOerly attached structural oonels and batto. chord sho ha' J • ` property attached rigid ceneq Locotwns Sho.n for pernan,nt lateral restraint of •ebs s 1 hole% if7 broc,np ,.stoned per BEST sectw.s 93 L 07 See this job's general notes pope for nor, n '%: TE OF IMPORTANT•• FURNISH COPY Of THIS DESIGN 10 INSTALLATION CONTRACTOR • .(i REF LET—IN VER T DATE 1/l/09 DRWG GBLLET(N0109 BuddmV Componer" Grow Inc IIV Busdmp Conponents Group Inc (ITVBCG) shall not be resoo-able for any deviation Fro. t devpn, any failure to build the truss in confor.wnce •ith IPI, or fabrKaung, hantll,np, SNOPno Install L bra— of trusses ITVBCG connector olotes ore nade of 20/IB/160A 01,14/S/KI AST ^ grad<ii/•o/eo cK V/Hs) pal. steel Aodv olotes to each race of truss, pos,twned as sho.n o •e•••i .•<••:••• MAX TOT. LD. 60 PSF Jot Details. DUR. FAC. A N Y Earth Cay. MOOXW5 Mon A slat on this dro.i.g ar cover page e,dlcates occeotonce and profess,orol ingineer,np rlSOOnsiFlity solely for the truss conponent des -gm sho•n The smtoWhty and use of this conodnent for any /QN ` budd-ng ,s the respons,bil,ty of the Bu4de,g Des,gn,r per ANSI/TPI 1 Sec 2. TIME& ...,t.begcon, TPI, ...tpwstcon, VTCA, ...SbC-ndustrycon, ICU ...,cesafearg 02/ /2012 MAX SPACING 24.0' 0 0 LD OD O N N N iLD 34'8' 9.8.. 23 iv , 6'6" 28' 34'8' 0 0 0 N N OFFICE PERMIT # 22' PERMIT PACKAGE TRUSSWOOD Roof & Floor Trusses 3620 Bobbi Lane P.O. Box 5366 Titusville, FL 32783-5366 Off ice: (321) 383 -0366 Fox: (321) 383-0362 E-Moil:Chad®Trusswood.Net WWW:WWW.TRUSSWOOD.NET CUSTOMER: Cajorow Inc. JOB NAME: Jason Brown Rdd. DATE: 2/1/2012 JOB NO.: 17758 MODEL: YOUR CONTACT FOR THIS JOB IS CHAD VOORHEES PHONE (321) 403-OS64 BUILDERS WARNING* THIS LAYOUT IS FOR PLACEMENT OF ENGINEERED COMPONENTS. FOR ERECTION AND INSTALLATION TEMPORARY AND PERMANENT) FOLLOW INSTRUCTIONS ON BCSI-B1 SUMMARY SHEETS AND FINAL ENGINEERING SHEETS FOR EACH TRUSS. SEE FINAL ENGINEERING SHEETS FOR NUMBER OF GIRDER PLIES, CONNECTIONS, WEB CONFIGURATIONS, BRACING, TRUSS SPACING AND REACTIONS. ALTERATIONS AND/OR REPAIRS'TO TRUSSES MUST BE APPROVED IN ADVANCE BY OUR ENGINEERING DEPARTMENT. BRCKCHRRGES WILL NOT BE ACCEPTED UNLESS OUR ENGINEERING DEPARTMENT APPROVES THEM IN ADVANCE. ALL PLANS ARE NOT TO SCALE. DO NOT SCALE ANY PLANS, IF DIMENSIONS ARE MISSING OR ARE UNCLEAR, PLEASE CALL THE OFFICE TO GET THE DIMENSION. LORDING: 20-7-10 = 37PSF WIND SPEED: 120MPH CLOSED B SPRCING: 2'-00" DRAWN BY: ALAN CRSEBOLT PITCH: 5/12 OVERHANG: 16" CANT.: ------ BEARING SIZE (s) : B" SOURRE FT.: WALL HEIGHT (s) : 8'-00" J 1 CD f PERMIT PACKAGE TRUSSWOOD Roof & Floor Trusses 3620 Bobbi Lane P.O. Box 5366 Titusville, FL 32783-5366 Off ice: (321) 383 -0366 Fox: (321) 383-0362 E-Moil:Chad®Trusswood.Net WWW:WWW.TRUSSWOOD.NET CUSTOMER: Cajorow Inc. JOB NAME: Jason Brown Rdd. DATE: 2/1/2012 JOB NO.: 17758 MODEL: YOUR CONTACT FOR THIS JOB IS CHAD VOORHEES PHONE (321) 403-OS64 BUILDERS WARNING* THIS LAYOUT IS FOR PLACEMENT OF ENGINEERED COMPONENTS. FOR ERECTION AND INSTALLATION TEMPORARY AND PERMANENT) FOLLOW INSTRUCTIONS ON BCSI-B1 SUMMARY SHEETS AND FINAL ENGINEERING SHEETS FOR EACH TRUSS. SEE FINAL ENGINEERING SHEETS FOR NUMBER OF GIRDER PLIES, CONNECTIONS, WEB CONFIGURATIONS, BRACING, TRUSS SPACING AND REACTIONS. ALTERATIONS AND/OR REPAIRS'TO TRUSSES MUST BE APPROVED IN ADVANCE BY OUR ENGINEERING DEPARTMENT. BRCKCHRRGES WILL NOT BE ACCEPTED UNLESS OUR ENGINEERING DEPARTMENT APPROVES THEM IN ADVANCE. ALL PLANS ARE NOT TO SCALE. DO NOT SCALE ANY PLANS, IF DIMENSIONS ARE MISSING OR ARE UNCLEAR, PLEASE CALL THE OFFICE TO GET THE DIMENSION. LORDING: 20-7-10 = 37PSF WIND SPEED: 120MPH CLOSED B SPRCING: 2'-00" DRAWN BY: ALAN CRSEBOLT PITCH: 5/12 OVERHANG: 16" CANT.: ------ BEARING SIZE (s) : B" SOURRE FT.: WALL HEIGHT (s) : 8'-00"