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1909 Magnolia Ave 12-1897; FIRE REPAIR
JUN CITY OF SANFORD 01Z BUILDING & FIRE PREVENTION B'V. PERMIT APPLICATION Application No: I I U l Documented Construction Value: $ 85,850.00 Job Address: 1909 S MAGNOLIA AVENUE, SANFORD FL 32771 Historic District: Yes No Parcel ID: 36-19-30-510-0000-0170 Zoning: Description of Work: REPAIR DAMAGED RESIDENCE CAUSED BY FIRE Plan Review Contact Person: TRACY STITT Title: GENERAL MANAGER Phone: 407-920-0743 Fax: 407-703-4300 E-mail: TRACYS.RHS@GMAIL.COM Property Owner Information Name GLENN & SHELTON UTT Phone: 407-417-4889 Street: 1909 MAGNOLIA AVENUE Resident of property? : NO City, State Zip: SANFORD, FLORIDA 32771 Contractor Information Name RHS CONSTRUCTION COMPANY, INC. Phone: 407-920-0743 Street: 522 HUNT CLUB BLVD, #315 Fax: 407-703-4300 City, State Zip: APOPKA, FLORIDA 32703 State License No.: CGC 1897 Architect/Engineer Information Name: DBSS , INC Phone: 321-251-6006 Street: 3662 AVALON PARK EAST BLVD, SUITE 2072 Fax: 321-235-5557 City, St, Zip: ORLANDO, FLORIDA 32828 E-mail: Bonding Company: NA Mortgage Lender: BANK OF AMERICA Address: Address: 12 PERMIT INFORMATION Building Permit Square Footage: 1855 Construction Type: CONC/BLOCK No. of Stories: 1 No. of Dwelling Units: 1 Flood Zone: lectr ical Plumbing New Service — No. of AMPS: onstruction -No. of Fixtures: echanica (Duct layout requir for new systems) Fire Sprinkler/Alarm 0 No. of heads: r Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee. A copy of the executed contract is required in order to calculate a plan review charge. If the executed contract is not submitted, we reserve the right to calculate the plan review fee based on past permit activity levels. Should calculated charges exceed the documented construction value when the executed contract is submitted, credit will be applied to your permit fees when the permit is released. Signature of Owner/Agent ate Signature of Contractor/ ent Date 7/SAL ysr iT Print Owner/Agent's Name nIPrint Co ctor/Agent' me o/Xo 1)1XV) S nat of otary- tate of Florida Date Sig re of Notary -State of Florida Date NOTARY PUBLIC -STATE OF FLORIDA NOTARY PUBLIC -STATE OF FLORIDA Jason Barnett Commission # DD887458 Expires: MAY 07, 2013 BONDKD THRU ATLANTIC BONDING Co., INC. Owner/Agent is Personally Known to Me or Produced ID Type of ID APPROVALS: ZONING: UTILITIES: ENGINEERING: COMMENTS: FIRE: Jason Barnett Commission #DD887458 Expires: MAY 07, 2013 BONDED THRU ATLANTIC BONDING CO., INC. Contractor/Agent is V Personally Known to Me or Produced ID Type of ID WASTE WATER: BUILDING: t Rev 11.08 Pfls CONTRACT FOR SERVICES, ASSIGNMENT OF BENEFITS, DIRECT PAYMENT AUTHORIZATION AND HOLD HARMLESS AGREEMENT Date of Loss Type of Loss INSURED!1 :I`§ t r i>`6' INSURANCE COMPANY ADDRESS 1j I i "hac" CLAIM NUMBER, CITY: MORTGAGE COMPANY. TELEPHONEi°!- LOAN NUMBER t— TELEPHONE: f 6 U V APPROVED LOSS• AMOUNT r 1.J AGREEMENT: I, the Owner/Agent for the fob site listed above, authorize RHS CONSTRUCTION COMPANY,'INC'. (he einafter sometimes referred to as "RHS") to enter my property, furnish materials, supply all equipment and perform all labor necessary to preserve and protect my property from further damage. I also authorize RHS to begin immediately working with my insurance carrier/adjuster in the finalization of the APPROVED Repair Work Scope and then to proceed with the Reconstruction Process upon its approval and Funding. ASSIGNMENT OF INSURANCE BENEFITS AND DIRECT PAYMENT AUTHORIZATION: I hereby assign any and all insurance rights, benefits, and proceeds under any applicable insurance policies to RHS CONSTRUCTION COMPANY, INC. I also hereby authorize direct payment of any benefits proceeds to RHS CONSTRUCTION COMPANY, INC. I make this assignment and authorization in consideration of RHS's agreement to perform services and supply materials and otherwise perform its obligations under this contract, including not requiring full payment at the time of service. I believe the approriate insurance carrier to be as listed above. I also hereby direct my insurance carrier(s) to release any and all information requested by RHS, its representative, or its Attorney for the direct purpose of obtaining actual benefits to be paid by my insurance carrier(s) for services rendered or to be rendered. In this regard, I waive my privacy rights. If payment is made directly to the Owner/Agent by an insurer, it shall be endorsed over to RHS within 3 business days. I agree that any portion of work, deductibles, betterment, depreciation or additional work requested by undersigned, not covered by insurance, must be paid by the undersigned on or before its completion. Payment terms to RHS are net 30 days. Late charges of 1.5% monthly are charged to any and all unpaid balances. RHS shall be entitled to reimbursement for costs of collections including reasonable attorney's fees and costs) of unpaid amounts by Owner/Agent and for reasonable attorney's fees and costs for the breach or enforcement of any terms of this entire service agreement. AUTHORIZED ANTIMICROBIAL AGENTS: I understand that in the best judgement of RHS CONSTRUCTION COMPANY, INC., materials may be treated with a Commercial antimicrobial agent to inhibit the growth of micro-organisms during the drying process. I have received advanced notice of the use of antimicrobial and/or antimicrobial product as part of the restoration process. I understand it is beyond the expertise of RHS CONSTRUCTION COMPANY, INC., to determine if someone is sensitive to its application and will hold RHS CONSTRUCTION COMPANY, INC. harmless for its use. STOP WORK HOLD HARMLESS: In the event RHS CONSTRUCTION COMPANY, INC. is not allowed to perform its recommended procedures and/or drying equipment is removed permaturely, I agree to release and hold RHS CONSTRUCTION COMPANY, INC. harmless, and indemnify RHS CONSTRUCTION COMPANY, INC. against all claims of action that may result from such procedures. 1 HAVE READ AND UNDERSTAND THE INFORMATION AND HAVE RECEIVED9-OPY FOR MY RECORDS, ems-. _ :riOwns /Age t66 Igna ure. RHS, epresentative: e(• / J Date: — Date: THANK YOU FOR YOUR BUSINESS! SCPA Parcel View: 36-19-30-510-0000-0170 http://www.scpafl. org/Parcel Details.aspx? PID=36-19-30-510-0000-0170 t via Itaa,r, ap1,. cut rs Parcel: 36-19-30-510-0000-0170 A fePf t C= Owner: UTT GLENN C ]R & SHELTON TALITHIA rr7 Property Address: 1909 MAGNOLIA AVE SANFORD, FL 32771SE+aItvO1.E CAt1NTY. R.Un LNew Back < Previous Parcel Next Parcel > Save ayout i Reset Layout _ Search Parcel: 36-19-30-510-0000-0170 I Value Summary Property Address: 1909 MAGNOLIA AVE Owner: UTT GLENN C JR & SHELTON TALITHIA Mailing: 1909 MAGNOLIA AVE SANFORD, FL 32771 Subdivision Name: SPENCER HEIGHTS Tax District: S1-SANFORD Exemptions: DOR Use Code: 01-SINGLE FAMILY W Q Q Q Z 4 Map Aerial Both Footprint ! Extents center Larger Map j Dual Map View - Externa+l Legal Description LEG LOT 17 (LESS S 5 FT) SPENCER HEIGHTS PB 3 PG 15 Tax Details 2012 Working 2011 Certified', Values Values'I Valuation Cost/ Market Cost/Market', Method Number of Buildings 1 li Depreciated 43. 560 i 48, 227 Bldg Value Depreciated 600 6001, EXFT Value Lad Value 1 5,600 1 7,160(Mark1Land Value Ag lust/ Market 59, 760 S65,987 Value ** Portability Adj Save Our Homes 0 0 Adj Amendment 1 0 0 Adj Assessed Valuel 59,760 565,987 Tax Amount without SOH: $1 ,31 5 2011 Tax Bill Amount $1,315 Tax Estimator Save Our Homes Savings: $0 Does NOT INCLUDE Non Ad Valorem Assessments Taxing Authority Assessment Value Exempt Values Taxable Value County General Fund S59,760 0 59,760 Schools S9,760 0 59,760 City Sanford S59,760 0 59,760 SJWM( Saint johns Water Management) S59,760 0 59,760 County Bonds 59,760 0 59,760 Sales Deed Date Book Page Amount Vac/Imp Qualified WARRANTY DEED 06/2004 05357 0533 99,000 Improved Yes WARRANTY DEED 1212001 04305 0948 62,000 Improved Yes WARRANTY DEED 06/1979 01-5- 054Z 1001 Improved No Find Comparable Sales within this Subdivision Land Method Frhl Unitsl Unit Price Land Value FRONT FOOT & DEPTH 65 1 33 .0001 250.001 $1 5,600 Building Information Year Base ( Heatedl - Adj Repl Description Built Fixtures Area Total SIF SF Ext Wal11 Value Value Appendages 1 of 2 6/27/2012 4:59 PM COnSTRUCTIOn COMNHY, W. June 27, 2012 CITY OF SANFORD Building & Fire Prevention Division 300 N Park Avenue Sanford Florida 32771 407) 688-5150 RE: Permitting Glen Utt 1909 Magnolia Avenue Sanford, Florida 32771 Please see attached as it regards to securing a permit for the above mentioned property: 1. Permit Application 2. Project Contract 3. Notice of Commencement 4. Property Appraiser Print Out 5. RHS GC License Information 6. Power of Attorney "Tracy Stitt" for RHS Construction Company, Inc. 7. Product Approval: Windows, Exterior Doors, Roofing License Information 1. Bryan Plumbing, Inc.: CFC057566 - 3804 N John Young Pkwy #6, Orlando 32804 2. Century Air Conditioning & Heating: CAC057740 — 5405 Chiswick Cr, Orlando 32812 3. RHS Construction Company, Inc.: CGC1897 — 522 Hunt Club Blvd #315, Apopka 32703 4. Rizzo Roofing LLC: CCC-1326452 — 2714 Cloudcroft Drive, Apopka 32703 5. Tricity Electric: EC0000981— 430 West Drive, Altamonte Springs 32701 If you have any questions at all, please feel free to contact me at (407) 920-0743. Sincerely, Tracy D Stitt, General Manager RHS Construction Company, Inc. 522 HUNT CLUB BLVD, #315, APOPKA FLORIDA 32703 407) 920-0743 GENERAL POWER OF ATTORNEY COMSTRUCTIOn COARMT, IMC. TO ALL PERSONS, be it known, that Roger H. Stitt (CGC 001897) of RHS CONSTRUCTION COMPANY, INC., the undersigned Grantor, do hereby make and grant a general power of attorney to TRACYSTITT do constitute and appoint said individual as my attorney -in -fact. My attorney -in -fact shall have limited powers and authority to do and undertake all acts on my behalf that I could do personally as they relate to the permitting at fir- Q/--/% relating to 101061 S /7146,N6L/Q O&AlU6, SAA166" F& This Power of Attorney is to be effective for the duration of the mentioned project only. My attorney -in -fact hereby accepts this appointment subject to its terms and agrees to act and perform in said fiduciary capacity consistent with my best interests as he in his best discretion deems advisable, and I affirm and ratify all acts so undertaken. Signed under seal this day of p Grantor State of Florida County of Orange 2012. Then personally appeared Roger H. Stitt, the above named, Grantor who known to me, signed or acknowledged the foregoing executed Power of Attorney as his or her free act and deed, before me. NOTARY PTJBLIC-STATE OF FLORIDAavotNotaublic Jason Barnett Commission #DD887458 Expires: MAY 07, 20;z 3MyCommissionExpires: soriDiDTxaonIIArrnCBONDING CO.,INC. 522 HUNT CLUB BLVD, #315, APOPKA FLORIDA 32703 407) 920-0743 JUN CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: I • 1 —7 Documented Construction Value: $ 85,850.00 Job Address: 1909 S MAGNOLIA AVENUE, SANFORD FL 32771 Historic District: Yes No Parcel ID: 36-19-30-510-0000-0170 Zoning: Description of Work: REPAIR DAMAGED RESIDENCE CAUSED BY FIRE Plan Review Contact Person: TRACY STITT Title: GENERAL MANAGER Phone: 407-920-0743 Fax: 407-703-4300 E-mail: TRACYS.RHS@GMAIL.COM Property Owner Information Name GLENN & SHELTON UTT Phone: 407-417-4889 Street: 1909 MAGNOLIA AVENUE Resident of property? : _ City, State Zip: SANFORD, FLORIDA 32771 NO Contractor InformationD Name RHS CONSTRUCTION COMPANY, INC. Phone: 407-920- 743 Street: 522 HUNT CLUB BLVD, #315 Fax• 407-703-4300 City, State Zip: APOPKA, FLORIDA 32703 State License No.: Architect/ Engineer Information Name: DBSS , INC Phone: 321-251-6006 Street: 3662 AVALON PARK EAST BLVD, SUITE 2072 Fax: 321-235-5557 City, St, Zip: ORLANDO, FLORIDA 32828 E-mail: Bonding Company: NA Address: Mortgage Lender: Address: PERMIT INFORMATION CGC 1897 BANK OF AMERICA Building Permit Square Footage: 1855 Construction Type: CONC/BLOCK No. of Stories: No. of Dwelling Units: 1 Flood Zone: Electrical New Service — No. of AMPS: Mechanical 0 (Duct layout required for new systems) 1 Plumbing New Construction - No. of Fixtures: Fire Sprinkler/Alarm No. of heads: 0. 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 k 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 ate Signature of Contractor/ ent Date Print Owner/Agent's Name C) , , / o oo0 S nat of otary- late of Florida Date NOTARY PUBLIC -STATE OF FLORIDA Jason Barnett Commission #DD887458 Expires: MAY 07, 2013 BONDED THRU ATLANTIC BONDING Co., IrC. Owner/Agent is V Personally Known to Me or Produced ID Type of ID APPROVALS: ZONING: C 007---4uTILITIES: COMMENTS: 7 L/toc rr Print Co etor/Agent' me Sig re of Notary -State of Florida Date NOTARY PUBLIC -STATE OF FLORIDA Jason Barnett Commission #DD887458 Expires: MAY 07, 2013 BONDED THRU ATLANTIC BONDING CO., INC. Contractor/Agent is t- Personally Known to Me or Produced ID Type of ID WASTE WATER: ENGINEERING: FIRE: BUILDING: Rev 11.08 i i Ai u 1l 1116 %.VUG l/llll ll U= Busines , _ Professiona http://www.floridabuilding.org/pr/pr app_dt1.aspx?param=wGE VX EQ n IT 111.1BCISHomeLogInUserRegistrationHotTopicsSubmitSurchargeStats & Facts Publications FBC Staff BCIS Ste Map Links Search ' lr# hn;zPProduct Approval USER: Public User Product Approval Menu > Product or Appitcation Search > _Application List > Application Detail FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By FL10674-R6 Revision 2010 Approved Owens Corning One Owens Corning Parkway Toledo, OH 43659 740)404-7829 greg.keeler@owenscorning.com Greg Keeler greg.keeler@owenscorning.com Mel Sancrant 1 Owens Corning PKWY Toledo, OH 43659 419) 376-8360 mel.sancrant@owenscornig.com Roofing Asphalt Shingles Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Robert J.M. Nieminen PE-59166 Underwriters Laboratories Inc. 09/26/2014 John W. Knezevich, PE Validation Checklist - Hardcopy Received L10674 k6 COI _Trinity ERD CI_= Nieminen.pdf Standard ASTM D3161, Class F ASTM D3462 ASTM D7158, Class H Year 2006 2007 2007 1 of 2 6/27/2012 4:39 PM 1 turiva Dultump,' Lout Vntine http://www.floridabuilding.org/pr/pr app_dt1.aspx?param=wGEVX Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products FL # Model, Number or Name Method 1 Option D 02/16/2012 02/21/2012 02/24/2012 04/03/2012 10674.1 Owens Corning Asphalt Roofing Shingles and Starters Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: Refer to ER, Section 5. Description 3-tab, laminated, starter, and hip & ridgE Installation Instructions FL10674 R6 I1er020612FIN/L OC_[L106%4-R6 Asphalt Shingles,pdf Verified By: Robert J. M. Nieminen PE - 59166 Created by Independent Third Party: Yes Evaluation Reports FL10674 R6_AE ei_02061_2CI lA_OC FL106%4__R6 Asphalt Shiigles,.pdf Created by Independent Third Party: Yes Back: :Next: Contact Us :: 1940 North Monroe Stre t Taj1ahg55ee FL 32399 Phone 850-487-1824 The State of Florida is an AA/EEO employer. Co RyJght 2007-2010 State of Florida :: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, e-mail 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 mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions regarding DBPR's ADA web accessibility, please contact our Web Master at w bma t rra)dbor.state.fl.us. Product Approval Accepts: a c,rc.-.a, Norton i ti _' 2 of 2 6/27/2012 4:39 PM MIAMI.IIDE MIAMI-DADE COUNTY PRODUCT CONTROL SECTION BUILDING AND NEIGHBORHOOD COMPLIANCE DEPARTMENT (BNC) 11805 SW 26 Street, Room 208BOARDANDCODEADMINISTRATIONDIVISIONMiami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) wwrv.i iamidacle. ov/buildin / Owens Corning Roofing and Asphalt, LLC One Owens Corning Parkway Toledo, OH 43659 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County BNC - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having JurisdictionAHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for duality 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, modify, or suspend the use of such product or material within their jurisdiction. BNC reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code, DESCRIPTION: Duration® and Duration® Premium LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. 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 complywithanysectionofthisNOAshallbecauseforterminationandremovalofNOA. 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 renews NOA #10-1129.03 and consists of pages 1 through 6. The submitted documentation was reviewed by Alex Tigera. NOA No.: 11-0411.02 MIAMI•DADE COUNTY ^ Expiration Date: 07/19/16 Approval Data 06/02/11 Page I of 6 ROOFING ASSEMBLY APPROVAL Category: Roofing Sub -Category: Asphalt Shingles Materials Laminate Deck Type: Wood SCOPE This approves a roofing system using Owens Corning Duration® and Duration® Premium asphalt shingles manufactured by Owens Corning as described in Section 2 of his Notice of Acceptance. PRODUCT DESCRIPTION Product Dimensions Test Product Descriation Specifications Duration® 13 x 39 3/8" TAS 110 A heavy weight, fiberglass reinforced four Manufacturing tab asphalt shingle with continuous bead of Locations #1, 2 sealant. Duration® Premium 13 ''/a" x 39 3/8" TAS 110 A heavy weight, fiberglass reinforced four Manufacturing tab asphalt shingle with large nail area with Location #1, 2, 3, 4 continuous bead of sealant. Duration® 13 'A" x 39 3/8" TAS 110 A heavy weight, fiberglass reinforced four Manufacturing tab asphalt shingle with dashed bead of Location #l, 2 sealant. Duration® Pren lum 13 '/4" x 39 3/8" TAS 110 A heavy weight, fiberglass reinforced four Manufacturing _ tab asphalt shingle with dashed bead of Location #1, 2 sealant. MANUFACTURING LOCATION 1. Jacksonville, FL 2. Memphis, TN 3. Savannah, GA 4. Irving, TX NOA No.: 11-0411.02 MIAM{•DADECBUNTY Expiration Date: 07/19/16 auffl,1411MMV Approval Date: 06/02/11 Page 2 of 6 EVIDENCE SUBMITTED Test Agency Test Identifier Test Name/Report Date PRI Asphalt Technologies, Inc. OCF-157-02-01 TAS 100 10/26/10 OCF-102-02-01 TAS 100 11/12/07 OCF-156-02-01 TAS 100 10/26/10 OCF-163-02-01 TAS 100 12/10/10 OCF-164-02-01 TAS 100 12/10/10 OCF-098-02-01 TAS 100 02/22/07 OCF-099-02-01 TAS 100 02/26/07 OCF-102-02-01 TAS 100 11/12/07 Underwriters Laboratories, Inc. 07CA39536 TAS 107 11/11/07 03NK04954 TAS 107 03/28/03 03NK04954 TAS 107 03/11/03 IONK13947 TAS 107 11/12/10 07CA02026 ASTM D 3462 01/26/07 LIMITATIONS 1- Fire classification is not part of this acceptance; refer to a current Approved Roofing Materials Directory for fire ratings of this product. 2. Shall not be installed on roof mean heights in excess of 33 ft, 3. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 9B-72 of the Florida Administrative Code, INSTALLATION 1. Shingles shall be installed in compliance with Roofing Application Standard RAS 115. 2. Flashing shall be in accordance with Roofing Application Standard RAS 115 3. The manufacturer shall provide clearly written application instructions. 4. Exposure and course layout shall be in compliance with Detail W, attached. 5. Nailing shall be in compliance with Detail 'B', attached, LABELING 1. Shingles shall be labeled with the Miami -Dade Seal as seen below, or the wording "Miami -Dade County Product Control Approved", I ° 'AP PROVED BUILDING PERMIT REQUIREMENTS 1, Application for building permit shall be accompanied by copies of the following: 1.1 This Notice of Acceptance, 1.2 Any other documents required by the Building Official or the applicable code in order to properly evaluate the installation of this system. NOA No.: 11-0411.02 Mt,attit•oaota COUNTY Expiration Date: 07/19/16 Approval Date: 06/02/11 Page 3 of 6 FIRST DETAIL A NOA No.: 11-0411.02 MIAMI•DADE COUNTY Expiration Date: 07/19/16 Approval Date: 06/02/11 Page 4 of 6 DETAIL B DURATION & DURATION PREMIUM SEALANT MAY BE CONTINUOUS OR DASHED. NOT SHOWN IN THE DETAIL DRAWINGS) n z O N tD 2 Z N NOA No.: 11-0411.02 Expiration Date: 07/19/16 Approval Date: 06/02/11 Page 5 of 6 5 #" Exposuri 5 B' de exposicion SureNall fastening area width Area de clavos SureNall 61" Exposur 6 8" de exposicion SureNall fastening area width Area de clavos SureNail Nails clavos MAXIMUM SLOPE 21:12 Nails clavos ON SLOPES EXCEEDING 21:12 END OF THIS ACCEPTANCE 6 6" Exposure 6" de exposiclon Mansard and Steep Slope fasten between SureNall area and top of cut out. ansorda o pendlentes gudas f1jadas enre el rea SureNall y IB parts uperior del recorte. SureNall fastening area width Area de clavos SureNall l 5 1" Exposure 5 e' de exposicion NOA No.: 11-0411.02 MIAMI•DADECOUNTY Expiration Date: 07/19/16 Approval Date:06/02/11 Page 6 of 6 Certificate Number 20050406-R2453 Page 1 of iReportReferenceR2453, April 7, 1978 Issue Date 2005 April 6 UnderwritersUOLLaboratories Inc..-.-. 0 L Issiwdto. ®wens Corning-__ I Owens Corning Parkway Ioledo, OH 4.3659 U.S•A. TI?is is to certif)7 that Prepared Roof Covering Materialsi-elwes entative sainples of Classic (3-tab), No Cut -Out Style (no tabs), Supreme Metric (3•.tab):, Classic Metric (3-tab)„ Oakridge 25 laminated), Oakridge R (laminated), Supreme (3-tab), Oalaidge Shadow, Supreme Shadow, Supreme 30, Prominence, Polar 25, Artie 20, Oakridge 30, Oakridge 40, Olaslock, Weatherguard 30 High Wind 110 and Weatherguard 40 High Wind 110. All products include Standard and AR version - Oalaidge Pro 30, Oakridge Pro 40, Woodmoor, Woodcrest - Oakridge Pro 50, Weatherguard H P , Berkshire Have been investigated by Undef writers L,aboi-atones Inc.® in accordance with the Standatd(s) indicated on this Certificate. Standai-d(s) foi' Srrfeo): UL790, Tests for Fire Resistance of Roof Covering Materials. UL997, Wind Resistance of'Prepared Roof Covering Materials; ASTM D3462, Specifications for Asphalt Shingles Made With Mincial Granules AdditionaIInfomia%ion„• When adhesive is appropriately applied to these shingles, they may bear the wind resistance label. In addition, shingle wrappers may be marked "fungus resistant." For installation as Class A Pieparad Roof Coverings, on minimum 3/8 in, thick plywood decks with underlayment such as asphalt saturated felt or shingle underlayment Classified by UL as a prepared roof covering. Only those products bearing the UL Classification Mark should be considered as being covered by UL's Classification and Follow -Up Service, The UL Classification Mark includes: UL • in a circle symbol: with the word CT ASSIFTED" (as shown); a control number (may be alphanumeric) assigned by UL; a statement to indicate the extent of UL's evaluation of the product; and, the product category name (product identity) as indicated in the appropriate UL Directoiy Look for, the UL. Classification Mark on the product PRODUCT SPECIFICATION — DURATION TM PREMIUM with SureNail ® Technology Section 07311 Fiber glass -based Asphalt Shingles. PART 1- GENERAL Related Sections A. Rough Carpentry Section 06100. B. Roof and Deck Insulation Section 07240 for insulation placed over roof decking. Notes to Specifier: 1. Underlayment and shingles installed directly over roof insulation or similar type decks is not approved. 2. Roof deck must be dry, minimum 25/32" thick, maximum 6" wide boards, or APA rated sheathing (exposure 1): minimum 3/8" plywood, minimum 7/16" oriented strand board or waferboard. Consult your Owens Corning representative for other approved constructions. 3. Ventilation under roof deck must meet FHA Minimum Property Standards. C. Flashing and Sheet Metal: Section 07600. For snow guards, metal flashing and drip edges, including step -type flashing installed with shingles. D. Roof Accessories: Section 07800. Accessories. 1. RAFT-R-MATEO ULO Listed 2. Soffits 3. VentSureO Ventilation Products 4. Hip & Ridge Shingles 5. WeatherLock® References Standards and Building Codes A. ASTM D 224 -Standard Specification for Smooth -Surfaced Asphalt Roll Roofing. B. ASTM D 226 — Standard Specification for Asphalt -Saturated Organic Felt used in Roofing and Waterproofing. C. ASTM D 1970 — Standard Specification for Self -Adhering Polymer Modified Bituminous Sheet Materials Used as Steep Roofing Underlayment for Ice Dam Protection. D. ASTM D 3018 — Standard Specification for Class A Shingles Surfaced with Mineral Granules. E. ASTM D 3161 — Standard Test Method for Wind -Resistance of Asphalt Shingles Fan -Induced Method). F. ASTM D 3462 — Standard Specification for Asphalt Shingles Made from Glass felt and Surfaced with Mineral Granules. G. ASTM D 4586 — Standard Specification for Asphalt Roof Cement, Asbestos —Free. H. ASTM D 4869 — Standard Specification for Asphalt —Saturated Organic Felt Shingle PRODUCT SPECIFICATION — DURATION TM PREMIUMM with SureNail (9 Technology Page 2 Underlayment Used in roofing. I. ASTM E 108 — Standard Test Methods for Fire Tests of Roof Coverings. Quality Assurance A. Shingles shall carry Underwriter's Laboratories Labels: 1. UL® 790, Class A Fire Resistance 2. D 3161 Class "F" Wind Resistance 3. ASTM D3462 B. Install shingles to meet requirements of published Owens Corning instructions. PART 1— GENERAL, (Cont'd) Submittals A. Manufacturer color sample showing full range of colors available for specified products. B. Product literature and recommended installation procedures. C. Owens Corning Limited Warranty * Delivery, Storage, and Handling A. Deliver materials to site in manufacturer's unopened bundles with labels intact and legible. B. Handle and store materials on site to prevent damage. Store in a covered ventilated area at a maximum temperature of I I0°F. C. Do not stack product more than 2 pallets high boards to protect the shingles below. D. Roof Top Loading: Lay shingle bundles flat. If stacking 2 pallets high, use separator Do not bend over the ridge. Project Conditions A. Proceed with installing shingles only when weather is appropriate for a quality installation. B. Do not install underlayment or shingles on wet surfaces. Warranty A. Materials: Owens Corning Limited Lifetime Warranty* 130mph wind, terms and conditions apply. Limitation Owens Corning Shingle can not be installed over an insulated roof assembly, without proper ventilation, contact manufacture for details. PRODUCT SPECIFICATION — SureNail ® Technology PART 2 - PRODUCTS Asphalt Shingles DURATION TM PREMIUM With Page 3 Owens Corning Duration TM Premium fiber glass -based asphalt shingles complying with ASTM specifications E 108 Class A or UL 790 Class A, D 3462, D 3161 Class "F" D 228 or UL 997, , D 3018 Type 1„ ASTM D 228. Duration I'm Shingle Product Speci tcation Nominal Size: 13 '/4" x 39 3/8" Exposure: 5 Shingles 2er Square: 64 Bundles per Square: 4 bundles of 16 shingles Coverage per Square: 98.4 sq. ft. Ventilation Owens Corning VentSure® Rigid Roll Ridge Vent with Weather PROtector TM, VentSure Rigid Strip Ridge Vent, VentSure Roof vents, VentSureTm Gable vents, VentSure Undereave vents, VentSure Miniature vents, VentSure Foundation vents. Waterproofing Underlayment Owens Corning waterproofing underlayment "WeatherLock" meets ASTM D 1970 self-adhesive waterproofing underlayment, fiber glass reinforced with SBS modified asphalt, UL Listed. 1. WeatherLock® Mat, 2. WeatherLock® G 3. WeatherLock® P Asphalt Felt Underlayment Non -perforated, [Type I, No. 15] [Type II, no. 30], asphalt saturated felt complying with ASTM D 226, ASTM D 4869 or ASTM D 6757. Hip & Ridge Shingles Owens Corning Hip and Ridge shingles of same background color as field of roof. Hip & Ridge Product Specification High Ridge Hip & Ridge Nominal Size: 12"x 12" Exposure: 855 Pieces per Carton: 32 Lineal Feet per Carton: 21.3 ft. PRODUCT SPECIFICATION — DURATION TM PREMIUM with SureNail ® Technology Page 4 PART 2 — PRODUCTS (Cont'd) Fasteners All fasteners must be driven flush with the shingle surface and penetrate at least 3/4" into the wood deck. Where the deck is less than 3/4" thick, the fastener should be long enough to penetratefullyandextendatleast1/8" through the roof deck. Owens Corning recommends the use of nails as the preferred method of attaching shingles to wood decking or other nailable substrates. If staples are used they must be, corrosion resistant, zinc - coated, 16-gauge minimum with minimum 15/16" crown width. Staples must be long enough to penetrate at least 3/4" into solid decking, or extend a minimum of 1/8" through the APA-rated sheathing. PART 3 — EXECUTION Examination Prior to starting work, examine all roof decks on which work is to be applied for defects in materials and workmanship which may be detrimental to the proper installation or long-termperformanceoftheshingles. Installation Installation shall be in accordance with the Instructions published by Owens Corning and yourlocalbuildingcodes. Product styles and colors change over time, for current selection of products and colors in your area, please contact your OwensCorningrepresentative. Owens Corning strives to accurately reproduce the images of shingles in this literature. However, due to manufacturing variances, the limitation of graphic reproduction and the variation in natural exterior lighting, actual shingle colors, and granuleblendsmayvaryfromtheimagesyouseereproducedinthisliterature. For this reason, it is important to see an actual roofingsampleoractualproductsinstalledonahomebeforemakingfinalcolorselection. Available in the following plant service areas: Minneapolis, Brookville, Brookville South, Medina, and Summit. See actual warranty for complete details. riuriva nunuuig wue vnllne http://www.tloridabullding.org/pr/pr_app_dtl.aspx?param=wGEVX.. OffICE BERM0T I# la BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats & Facts Publications FBC Staff BCIS Site Map Links Search Brusines , Y1, PI oI45Ji I I . " ' usoR Pub Approval User Product A(2L_ov_al Menu > Product or Application Search > Application Lis > Application Detail FL # FL13885-R2 a Application Type Revision Code Version 2010 Application Status Approved Approved by DCA. Approvals by DCA shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Certification Agency Validated By Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Product Approval Method Date Submitted Masonite International 1955 Powis Road West Chicago, IL 60185 615)441-4258 sschreiber@masonite.com Steve Schreiber sschreiber@masonite.com Exterior Doors Swinging Exterior Door Assemblies Certification Mark or Listing National Accreditation & Management Institute, National Accreditation & Management Institute, Standard TAS 201 TAS 202 TAS 203 Method 1 Option A 03/04/2012 Year 1994 1994 1994 1 of 2 6/27/2012 4:25 PA Plorlda tiuildmg lode Unlme http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVX. Date Validated Date Pending FBC Approval Date Approved Summary of Products FL # Model, Number or Name 03/11/2012 03/14/2012 113885.1 Wood -edge Steel Door Unit w/Multipoint Lock Limits of Use Approved for use in HVHZ: Yes I Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +90.0/-90.0 Other: Evaluated for use in locations adhering to the Florida Building Code including the High Velocity Hurricane Zone, and where pressure requirements do not exceed the design pressures listed. 3'-0" x 6-8" max nominal size. When large missile impact resistance is required, hurricane protective system is NOT required. See DWG-MA-FLO177-10 for details. Description 6'-8" Opaque I/S and O/S Single Door w/Rockwell XL Triple Latch Lock System Certification Agency Certificate FL13885R2 C CAC NI010280.01.pd_f Quality Assurance Contract Expiration Date 02/ 28/2014 Installation Instructions FL 13885R2_I I_1`1=017 7..pclf Verified By: National Accreditation & Management Institute, .i Created by Independent Third Party: Evaluation Reports Fl- 13885_ R2 AE 511616..pdf Created by Independent Third Party: Yes Backe : Next' Contact Us :: 1240 North Monroe Strept. Tallaha <ee FL 32392 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Copyright 2007-2010 State of Florida :: Prrvacv Statement :: Accessibility Statement :: Refund Statement Under Florida law, e-mail 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 mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions regarding DBPR's ADA web accessibility, please contact our Web Master at webmaster(aldbor state fl us. Product Approval Accepts: tt It Nortonor, I I 1 2 of 2 6/27/2012 4:25 PTV TABLE OF CONTENTS SHEET -it DESCRIPTION 1 TYPICAL ELEVATIONS & GENERAL NOTES 2 ANCHORING LOCATIONS & DETAILS 1 . Lf) L/e ; WOOD -EDGE STEEL DOOR UNIT ¢ CU F-8" SINGLE DOOR UNIT w/MULTIPOINT HARDWARE p cl- _j Cr cn Z U T U 37.5 MAX. OVERALL FRAME WIOTH :O E- GENERAL N07ES Uj ^ (n 1. EVALUATED FOR USE IN LOCATIONS ADHERING TO ¢ L'-I THE FLORIDA BUILDING CODE AND WHERE PRESSURE REQUIREMENTS AS DETERMINED BY ASCE 7, MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES, 35. 75 MAX. ODES NOT EXCEED THE DESIGN PRESSURES LISTED. PANEL NllIX- -I 2. WHEN INSTALLED IN THE WIND-BORNE DEBRIS REGION, INCLUDhNO THE HIGH VELOCITY HURRICANE ZONE (H'VHZ), HURRICANE PROTECTIVE SYSTEM IS NOT REQUIRED. 3. IN THE HVHZ. FACTORY PRIMED DOORS MUST BE PAINTED INrl o o o 0ACCORDANCEWITHSECTION2220OFTHEFBC, a o w J yy 4. POLYURETHANE CORE FLAME SPREAD INDEX OF 50 w d AND SMOKE DEVELOPED INDEX OF 60 PER ASTM E84. ti O5. PLASTICS TESTING OF VINYL FRAME JAMBS: x o TEST DESCRIPTION, - DESIGNATIONRESULT m SELF IGNITION TEMP AS D1929 880 'F > 650 'F - 0 RATE OF BURNING ASTM D635 0.98 IN MIN S SMOKE DENSITY ASTM 02843 68.37 x Q x a a TENSILE STRENGTH" ASTM D790 +10.49; DIFF < w } m 2 I Cn ZLD j WrSINGLE DOOR UNIT A^T-r&ntoNAMI siw on No. N !C2 tf " a De, e R NJIC: 2 / ie I Z 6 z WHERE WATER INFILTRATION PERFORMANCE IS DESIGN PRESSURE RATING REQUIRED TO BE 15% OF DESIGN PRESSURE DATE: E/30/70 CONFIG MAX WIDTH INSWING OUTSWING INSWING OUTSWING ./y X 37.5 1+90.0 / -90.0 +90.0 -90A +19.0 / -19.0 +30.0 / -30.0 {..T L SCALE' N.T.S. owG. BY: SWS c_. eY: KURT BALTHAZOR ORA NG NO.: FLORIDA P.E. DWG-MA-FL0177-10 56533 SHEEP 7 OF 2 STRIKE FASTENERS 0.962) OUTSWING THRESHOLD FRAME SIDE 10 x 2 10 x 5/8 DOOR SIDE 10 x 3/4" 7 0 x 5/8" # 10 x 3/4" 10 x 5/8" HINGE FASTENERS 1 1.375" I INSWING THRESHOLD Aawndum W NAK ieg, abonNo: N I -- Reviewed By Date Reviewed: !' — ATTACHMENT DETAIL 1. ANCHOR ANALYSIS FOR LOADING CONDITIONS PERFORMED WITH THE LOWEST (LEAST) FASTENER RATING FROM THE DIFFERENT FASTENERS BEING CONSIDERED FOR USE. JAMB AND HEAD FASTENERS ANALYZED FOR THIS UNIT INCLUDE 10 WOOD SCREWS OR 3/16" TAPCONS. A PHYSICAL SHIM MUST BE PLACED IN SHIM SPACE AT EACH ANCHOR LOCATION. TAPCON EDGE DISTANCE MIN 2-1/2". 2. THE WOOD SCREW SINGLE SHEAR DESIGN VALUES COME FROM ANSI/AF&PA NDA FOR SOUTHERN PINE LUMBER AND ACHEIVEMENT OF 1-1/2" MINIMUM EMBEDMENT. THE TAPCON MUST ACHIEVE MINIMUM EMBEDMENT OF 1.-1/4". 3. WOOD BUCKS BY OTHERS MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO STRUCTURE. 4. MINIMUM DESIGN VALUE STRENGTH OF ANCHORS 171 LBS. O 6" - HARDWARE SCHEDULE 1. ROCKWELL XL TRIPLE LATCH MULTIPOINT SYSIEM 2. 4" X 4" FULL MORTISE BUTT HINGES. I 1.50" MIN I 0.25" MAXSHIM CL TYPICAL WOOD BUCK ANCHOR INSTALLATION 1.25 1 MIN 0.25" MAXSHIM CL —I (— TYPICAL MASONRY ANCHOR INSTALLATION In 2 Do OcO U Q0 J z O O c — Z `) O cc O OUzCL- Lu In C O 0) LW SCAI.F: N.T.S. DWG. BY: SINS GHK. BY: DRAWING NO.: OWC-MA-FL0177-10 SHEET 2 OF 2 r ioriaa tsuiiamg uoae vnilne http://www.floridabuilding.org/pr/pr_app dt1.aspx?param=wGEVX.. Em MIT Submit Surcharge Stats & Facts Publication Product A_por_oval_ Me nu > Nroduc[ o_AppicaWn Search > Applicati_on List > Application Detail FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Referenced Standard and Year (of Standard) FL15278 New 2010 Approved General Aluminum Company 1001 W. Crosby Rd. Carrollton, TX 75006 972)242-5271 Ext207 ivan. paredes@gactx.com Luis Lomas rllomas@lrlomaspe.com Ivan Paredes 1001 W. Crosby RD. Carrollton, TX 75006 ivan.paredes@gactx.com Ivan Paredes, M.E. 1001 W. Crosby Rd. Carrollton, TX 75006 ivan.paredes@gactx.com Windows Fixed Kok A M f y« •. r q s FBC Staff BCIS Ste Map Links Search Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Luis Roberto Lomas PE-62514 National Accreditation & Management Institute, 12/31/2015 Steven M. Urich, PE Validation Checklist - Hardcopy Received FL15278 RO CO_I_ FLCOI,_pdf Standard AAMA/WDMA/CSA 101/I.S.2/A440 AAMA/WDMA/CSA 101/I.S.2/A440 ASTM E1886 ASTM E1996 Year 2005 2008 2005 2002 1 of 5 6/27/2012 10:38 AN i ivi iuu Luuuuts viiuuc IILLP://www.iiorivaouijuing.org/pr/pr_app uti.aspxrparam=wlrt: v A.. Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Florida Licensed Professional Engineer or Architect IFL1. 5278_R0_Eguiv_ 510238C-F-Q,Ixlf Method 1 Option D Date Submitted 03/01/2012 Date Validated 03/13/2012 Date Pending FBC Approval 04/06/2012 Date Approved 06/11/2012 Summary of Products FL # Model, Number or Name Description 15278. 1 SERIES 1100 ALUMINUM PICTURE I SERIES 1100 ALUMINUM PICTURE WINDOW RECTANGULAR WINDOW AND DESIGNER Limits of Use Installation Instructions Approved for use in HVHZ: Noz FL15278 RO I1 08__0050413_p if Approved for use outside HVHZ: Yes FL15278 ROH 08- 00505B.pd1f Impact Resistant: No Verified By: Luis Roberto Lomas 62514 Design Pressure: N/A Created by Independent Third Party: Yes Other: REFER TO APPROVAL DOCUMENT FOR DESIGN Evaluation Reports PRESSURE RATINGS FL15278 RO AE 5108112A__,pdf Created by Independent Third Party: Yes 15278. 2 SERIES 1350 ALUMINUM PICTURE SERIES 1350 ALUMINUM PICTURE WINDOW RECTANGULAR WINDOW AND DESIGNER Limits of Use Installation Instructions Approved for use in HVHZ: No FL15278 RO_II 08=00490A,pOf Approved for use outside HVHZ: Yes FL15278 RO II 08 _00`f91A.p_d_f Impact Resistant: No Verified By: Luis Roberto Lomas 62514 Design Pressure: N/A Created by Independent Third Party: Yes Other: REFER TO APPROVAL DOCUMENT FOR DESIGN Evaluation Reports PRESSURE RATINGS FI15278 RO AE 510801A.pdf Created by Independent Third Party: Yes 15278. 3 SERIES 1450 ALUMINUM PICTURE SERIES 1450 ALUMINUM PICTURE WINDOW RECTANGULAR !; WINDOW AND DESIGNER Limits of Use Installation Instructions Approved for use in HVHZ: No F_L_1.5278 R0_ II 08_-00510A,pdf Approved for use outside HVHZ: Yes FL15278, RO II 08-0051].A.pdf Impact Resistant: No Verified By: Luis Roberto Lomas 62514 Design Pressure: N/A Created by Independent Third Party: Yes Other: REFER TO APPROVAL DOCUMENT FOR DESIGN Evaluation Reports PRESSURE RATINGS 0-1_5278_R0_A_E 5108_t_4_2A.pdf Created by Independent Third Party: Yes 15278. 4 SERIES 1550/1570 ALUMINUM SERIES 1550/1570 ALUMINUM PICTURE WINDOW PICTURE WINDOW RECTANGULAR AND DESIGNER Limits of Use Installation Instructions Approved for use in HVHZ: No FL15278 RO II_0.8=00516A_pdf Approved for use outside HVHZ: Yes FL15278 ROII 08=005-17A pdf Impact Resistant: No Verified By: Luis Roberto Lomas 62514 Design Pressure: N/A Created by Independent Third Party: Yes Other: REFER TO APPROVAL DOCUMENT FOR DESIGN Evaluation Reports PRESSURE RATINGS FL15278_RO AE 57.081.7 _2A.pclf Created by Independent Third Party: Yes 15278. 5 SERIES 1550/1570 ALUMINUM SERIES 1550/1570 ALUMINUM PICTURE WINDOW i PICTURE WINDOW Limits of Use Installation Instructions Approved for use in HVHZ: No FL15278_RO_ II_08-00518..pdf Approved for use outside HVHZ: Yes FI_152/8 RO II 08 00519A_pcff 2 of 5 6/27/2012 10:38 AN FOR ANCHOR SPACING SEE NOTES 110`\ANI Number of anchors for units using 3116"ITW Tapcon Unit w idth (in) Height (in) 19.13 1 26.50 X50 37.00 1 54.00 Total Lower Upper Head Jamb Head Jamb Head Jamb Head Jamb Head Jamb 26.0 13.0 13.0 2 2 3 2 3 2 3 2 4 2 38.4 19.2 19.2 2 3 3 3 3 3 3 3 4 3 50.6 25.3 25.3 2 3 3 3 3 3 3 3 4 3 54.6 27.3 27.3 2 4 3 4 3 4 3 4 4 4 72.0 36.0 36.0 1 2 4 3 4 3 1 4 3 4 4 4 Desian pressures for units alazed with IGU3/32" annealed Unit w idth (in) Height 191 26.5 1 .5 37.0 54.0 in) pos Neg Pos Neg Pos Neg Pos Neg Pos Neg 26.0 40.0 60.0 40.0 60.0 40.0 60.0 40.0 60.0 40,0 60.0 38.4 40.0 60.0 40.0 60.0 40.0 60.0 40.0 60.0 40.0 533 50,6 40.0 60.0 40.0 60.0 40.0 60,0 40.0 60.0 40.0 49.5 54.6 40.0 60.0 40.0 60.0 40.0 60.0 40.0 60.0 40.0 47,0 72.0 40.D 60.0 40.0 60.0 40.0 60.0 40.0 1 60.0 40.0 1 40.0 Desian pressures for units alazed with IGU 1/8" annealed Unit w idth (in) Height i9 i 26.5 30.5 37.0 54,0 in) Pos i g Pos Neg Pos Neg Pos Neg Pos Neg 26.0 40.0 60.0 40.0 60.0 40.0 60.0 40.0 60.0 40.0 60.0 38.4 40.0 600 400 60.0 40.0 60.0 40.0 60.0 40.0 60,0 50.6 400 60.0 40.0 60.0 40.0 60.0 40.0 60.0 40.0 49.3 54.6 40.0 60.0 40.0 60.0 40.0 60.0 40.0 60.0 40.0 47,0 72.0 400 60.0 40.0 60.0 140.0 60.0 40.0 60.0 40.0 40.0 H 54" MAX. WIDTH 72" MAX. HEIGH FI FI/d TI17Al VIEWED FROM EXTERIOR DESIGN PRESSURE RATING IMPACT RATING 40PSF NONE REVISIONS DESCRIPTION DATE I APPROVED UPDATED PER NEW TESTING 08/26/09 1 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 159 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. 1-1/4" 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 WITH 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 - MNIMUM 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: OWG NO. REV F.A. 08-00574 A SCALE NTS IDArE 10/08/08 1SHEETI OF 2 O, yH 51• * = TAT_OF ORIOP sIONAL.1E?X` INSTALLATION ANCHOR CONCRETE/MASONRY BY OTHERS ONE BY WOOD QBUCKBYOTHERS CAULK BETWEEN WINDOW a a FLANGE & WOOD BUCK PERIMETER CAULK J BY OTHERS I FLANGE TYPE WINDOW FRAMEHEADER GLAZING TYP. SEE SHEET 1 EXTERIOR FLANGE TYPE WINDOW FRAME SILL PERIMETER CAULK BY OTHERS CAULK BETWEEN WOOD BUCK & MASONRY OPENING BY OTHERS 1 1/4" MIN. C EMBEDMENT 1/4" MAX. SHIM SPACE CID FILLER INTERIOR WINDOW HEIGHT SILL STOOL BY OTHERS CAULK BETWEEN WINDOW FLANGE PRE CAST SILL WITH VULKEM PRE CAST SILL 116 ADHESIVE CAULK OR BY OTHERS APPROVED EQUAL SECTION A —A REVISIONS DESCRIPTION DATE PPPROVED UPDATED PER NEW TESTING 08/26/09 R.L. WINDOW WIO 1/4" MAX. SHIM GLAZING TYP FLANGE TYPE - WINDOW FRAME INTERIOR JAMB EXTERIOR RIGID FILLER-/ CAULK BETWEEN WINDOW FLANGE & WOOD BUCK PERIMETER CAULK BY OTHERS SECTION B—S ONE BY WOOD BUCK BY OTHERS 1 1 1/4" MIN. EMBEDMENT a INSTALLATION ANCHOR CAULK BETWEEN WOOD BUCK & p MASONRY OPENING BY OTHERS VCONCRETE/MASONRY BY OTHERS COMPANYGENERALooLw.^cRo 1RIrL0, ear RD. CARROLLTON TEXAS 75006 S 9J,% NGENSF SERIES 1550/1570 RECTANGULAR SH NON IMPACT 0 51 k 54" X 72" INSTALLATION DETAILS 1%'``,',; TATE GF . 1" DRAWN: OWC N0.00R10P G F.A. SCAL?\ OS A 71/`j NAL1E NN\ 5005240E 2NTSDAiE10/08/OS Gpneral Aluminum http://www.cactx.coin/alblockflangeinstall.htm] 1i! 1. a ill. o n lnstTuctonsC3Fl1tJ1 V nt t r Dlluljotn ru;r t llfi, Vol 1It, Kv tNicmIlk Anwileu 4" ROUGH OPENING PREPARATION 1. GA block frame (flange) windows are designed to be installed in solid masonry openings using a wood buck to facilitate installation, anchorage and proper sealing. Refer to local building codes for guidelines on wood buck composition, construction and installation. 2. The wood buck daylight opening should be sized one-half inch (1/2") less than the window tip -to -tip size in width and height. Provide a maximum of one -quarter inch (1/4") clearance on each side of the unit. Improperly sized rough openings will not allow the window to function as intended. 3. The wood buck should be constructed of approved wood that resists degradation. The minimum recommended thickness for the wood buck is three-quarters of an inch (W) (1-by lumber). Always refer to local building codes for exact guidelines on wood buck composition, construction and installation. 4. The wood buck must be set in the rough opening level, square, plumb and true. For optimum performance of the window, the wood buck should be recessed into the masonry opening. 5. Securely fasten all four sides of the wood buck. If using a three (3) sided wood buck with a pre -cast masonry sill, the sill must be level, square, plumb and true with the wood buck. 6. Seal the wood buck to the masonry opening from both the inside and outside using an appropriate sealant. 7. If not using a pre -cast masonry sill, sill pan flashing is recommended. The use of a sill pan will help ensure any incidental water that penetrates the building envelope will be collected and allowed to C` oopg w (! :+ 11 ,!! 105ning 5 j1 Ps n 1 of 5 5/17/2012 11:15 PM General Aluminum http://www.gactx.com/alblockflangeinstall.html drain to the outside. The sill pan flashing must be formed to fit the rough sill (wood buck), sloping towards the exterior. The sill pan should return under the bottom of the window and include end caps and a vertical upstanding leg against the interior face of the window. 8. Install the sill pan flashing level. If the rough sill condition is not level, use shims placed under the sill pan to level it. Apply a continuous bead of appropriate sealant to the back side (inside) of the down -turned leg of the sill pan on the exterior. 9. Set the sill pan into position and check it for level prior to attachment. Attach the sill pan to the sill condition at a minimum of three (3) places at a maximum of sixteen inches (16") on center. When penetrating the sill pan flashing with fasteners, pre -drill the hole, fill the hole with appropriate sealant, attach the fastener and seal over the fastener head with appropriate sealant, Seal the sill pan flashing to the wood buck along all joints using appropriate sealant. 10. Regarding building sequence, the roof should be installed before windows are installed. This will prevent any problems from header deflection, If windows are installed before the roof loads have been applied and the header deflects, serious problems such as stress cracks and window frame deflection may occur which will void the window warranty. If windows must be installed before the roof loads have been applied then the size of the headers must be large enough to limit the amount of deflection. WINDOW PREPARATION 11, The operable sash of the window must remain closed and locked during the entire installation process except when it must be opened to apply fasteners. 12. Apply a three -eights inch (3/8") nominal continuous bead of latex caulk or other approved sealant to the back side (interior) perimeter of the front flange where it will make contact with the wood buck and along the seams of all joints at the corners. If the rough opening has a pre -cast masonry sill, you must use Vulkem 116 adhesive caulk or an approved equal to fasten the window sill to the substrate using the sealant manufacturer's application instructions. DO NOT USE LATEX CAULK TO FASTEN THE WINDOW SILL TO MASONRY SUBSTRATE. DO NOT DRILL HOLES OR APPLY FASTENERS THROUGH THE WINDOW SILL. It is important to properly select and apply sealant. Refer to ASTM standards C1193 and C1299 for information on sealant selection and use. 2 of 5 5/17/2012 11:15 PM General Aluminum http://www.gactx.com/albIockflangeinstall.htm] WINDOW INSTALLATION NOTICE: Refer to local codes, building official or a qualified structural engineer for fastener requirements in regions with special wind -loading considerations (e.g. special wind -load regions, hurricane prone areas, etc.). It is the responsibility of the approving authority to make product and glazing selections in compliance with any and all applicable laws and/or building codes. GA block frame flange) windows installed in high wind zone locations in concrete or masonry openings must use specific anchors at specific locations for proper installation. If installing windows in a location with special wind -loading considerations, contact a GA dealer to obtain specific anchoring instructions. Tapcon anchors three -sixteenths of an inch (3/16") diameter of sufficient length to provide minimum one -and -one -quarter inch (11/4") embedment into the substrate may be required. SPECIFIC TAPCON ANCHORING LOCATIONS ARE BEYOND THE SCOPE OF THESE INSTALLATION INSTRUCTIONS. IF TAPCON ANCHORS ARE REQUIRED, THE GA TAPCON ANCHORING CHART SUPERCEEDS THE FASTENING -INSTRUCTIONS PROVIDED IN THESE INSTRUCTIONS. If tapcon anchors are not required by local building code, use number eight (#8) screws, or other approved fastener, of sufficient length to provide three-quarters of an inch (1/") embedment into the wood buck. 13. Immediately set the window centered in the wood buck (rough opening) and compress the sealant against the wood buck and/or pre -cast masonry sill. 14. Select and apply approved load bearing shims as necessary to set the window level, square, plumb and true. If the window is set correctly, there should be a maximum one -quarter inch (%4") space for applying shims. The proper type, number and position of shims is important. Position shims where support is needed but do not over or under shim because either can cause distortion of the window frame. The maximum allowable shim stack is one -quarter inch ('/4"). 15. Fasten upper corner on the side (jamb) in place through the window jamb three inches (3") from the corner or in the upper -most factory pre -punched hole using a number eight (#8) screw, or other approved fastener. The fastener should provide a minimum of three-quarters of an inch (1/4") embedment into the wood buck. 16. Adjust the shims and check the window for level, plumb and true. 17. Make sure the window is square, operates smoothly, the operable sash is square in its opening and the latches are able to engage. 18. Fasten the corner diagonally opposite the upper corner that was attached first on the side (jamb). Nail through the jamb three inches (3") from the corner or in the bottom -most factory pre -punched hole using a number eight (#8) screw, or other approved fastener. The fastener should provide a minimum of 3 of 5 5/17/2012 11:15 PM General Aluminum littp://www.gactx.com/alblockflangeinstall.htm] three-quarters of an inch (%") embedment into the wood buck. 19. Check the window for level, plumb and true. Make sure the window is square, operates smoothly, the operable sash is square in its opening and the latches are able to engage. 20. Continue to fasten the sides (jambs) and top (head) by placing an appropriate fastener every ten totwelveinches (10-12") on center, or in the factory pre -punched holes when available, according to local building codes. Do not place a fastener within three inches (Y) of or a maximum of six inches (6") away from any corner. Avoid compressing or distorting the window jambs, head or sill. High impact power fastening equipment should not be used for installation. UNDER NO CIRCUMSTANCE SHOULD THE HEAD OF THE FASTENER DISTORT OR PENETRATE THE WINDOW JAMBS OR HEAD, If the joints or corners of a front flange are bent, broken or cracked during or prior to installation, the installer is responsible for repairing the damage. 21. Recheck the window for level, plumb and true, Make sure the window is square, operates smoothly, the operable sash is square in its opening and the latches are able to engage. 22. Apply a fillet bead of appropriate sealant between the front flange and the building. No portion of the wood buck should be exposed to the elements. FINISHING THE INTERIOR 23. On the interior,apply a backer rod and a continous interior perimeter bead of appropriate sealant, or appropriate low-pressure aerosol foam sealant, between window and the rough opening on all sides to form an interior air/water seal. 'The entire interior perimeter joint shall be sealed, creating an air/water tight condition. THE USE OF EXPANDING FOAM -TYPE INSULATION IS NOT RECOMMENDED. NOTICE ABOUT EXPANDING FOAM PRODUCTS: The use of any expanding foam -type insulation is not recommended around any GA products, Doing so may cause damage and void the product warranty. If expanding foam -type insulation must be used, always follow the foam manufacturers' instructions for application to avoid excessive expansion of the foam and distortion of the window frame. FINISHING THE EXTERIOR 24. Use caution to avoid covering any window weep holes with sealant, paint or any other obstructive material. CLEANING THE WINDOW 25. Start cleaning the window by removing any visible residue. Clean and clear all excess building materials such as plaster, cement, soil, paint, excess caulk/sealant and any other debris from the window to ensure proper functioning. A vacuum cleaner should be used to remove loose debris and drywall dust from the window track and interlock. 26. Inspect and clean all weepholes to ensure proper drainage of the window. 27. A mild detergent cleaner can be used along with a soft sponge to gently scrub the surface of the window if soil still adheres. Mild detergent deemed safe for bare hands should be safe to use on painted windows. ABRASIVE PADS SHOULD NOT BE USED TO CLEAN FINISHED SURFACES. NEVER USE PAINT REMOVERS, AGGRESSIVE ALKALINE, ACID OR ABRASIVE CLEANERS. DO NOT ATTEMPT TO CLEAN SUNHEATED SURFACES WITH CHEMICAL AGENTS AS POSSIBLE CHEMICAL REACTIONS ON HOT SURFACES MAY BE ACCELERATED, USE ONLY MILD DETERGENTS AND NONETCHING CLEANING AGENTS ON WINDOWS. 28. For cleaning glass use a mild detergent or specialized glass cleaner. GLASS SHOULD NEVER BE 4 of 5 5/17/2012 11:15 PM General Aluminum http://www.gactx.com/alblockflangeinstall.htmi CLEANED WITH AN ABRASIVE MATERIAL OR STRONG ORGANIC SOLVENTS AS THEY WILLHARMTHEGLASSSURFACEAND/OR GLAZING SEALANT. 29. Do not use diesel fuel, kerosene, oil or any hydrocarbon fuel (wax) for cleaning any part of thewindow. 30. Do not use power washing equipment for cleaning or washing the window. 31. Windows arrive at the job site with labels and stickers on the surface. Temporary labels may beremovedatthecleaningstageofconstruction. Temporary labels are applied to the glass. Always consult your local building code official for instructions as to when temporary labels can be removed. Permanent labels such as the AAMA label should not be removed. Permanent labels are located in inconspicuous locations such as the head or jamb track. MAINTAINING THE WINDOW 32. The operable sash may need cleaning and/or minor lubrication occasionally to ensure smooth operation. Tracks should be vacuumed and cleaned regularly to remove loose debris and dust. If lubrication is needed, verify that the lubricant is compatible with vinyl and plastic parts used in the window assembly. 33. If the operable sash on a hung window lifts or settles improperly, the balance system may need tobeadjusted. A GA representative or dealer should be contacted for proper instructions on the balance adjustment process. Balances should only be adjusted with the proper tools to avoid possible injury tooneselforthewindow. 34. Window screens are intended to provide reasonable flying insect control and are not for the purpose of preventing all crawling or flying inserts from entering an open window. There are insects small enough to pass through the window screen material and/or crawl around the screen frame. Screens do not provide security. 35. SCREENS ARE NOT A RESTRAINING DEVICE FOR CHILDREN. DO NOT LEAVE CHILDREN UNATTENDED WHEN THE WINDOW IS OPEN OR UNLOCKED. SCREENS ARE EASILY REMOVED FROM INSIDE AND ARE NOT DESIGNED AS A SAFETY RESTRAINT. Return to Top Back Return to previous page 5 of 5 5/17/2012 11:15 PM W I)LSTA15'SIMF -ON' RAFTER TO RAFTER 2z10 RIDGE BEAM NEW 5 VERT. INSTALLATION NOTE: Q OVER RIDGE 3)16d TOE NAILS 1. INSTALLATION W/ EXIST. FTG. DRILL A 3/4' DIAMETER HOLE (MIN. 6' DEEP) IN EXIST. FTG. AT THE NEW 2.8 TO RIDGE (TYPJ LOCATION OF THE REBAR TO BE INSTALLED. INSTALL NO. 5 BAR RAFTERS -16' INTO EPDXY FILLED HOLE (EPDXY TO BE SIMPSON STRONG TIE O.C. PER PLAN EPDXY OR EQUIVALENT. USE MANUFACTURE'S INSTRUCTIONS). ROOF DECKING ( ASSURE THATANB ALLDUSTDDEBRISFROM DRILLING ARE FASTENING PER PLAN REMOVED FROM HOLE BY USING COMPRESSED AIR PRIOR TO APPLYING EPDXY. ALLOW EPDXY TO CURE TO MANUFACTURER'S UNDJ 2z6 CLG. RAFTER H4 (UNOJ SPECIFICATIONS, THEN GROUT FILL CELL USE 25' MIN LAP SPLICE W/ ( 5110dz3' NAILS AT BAR HOOKS AT TOP OF BAR TO BE MIN 12 BAR DIAMETERS EXCLUDING . 1. 5) 10dx3' NAILS L` EA END J DRILL 4 EPDXY 5 BAR INTO EXIST. TIE BEAM w/ 5' EMBED. 25' MIN. LAP . Z Q HOOKSPERNOTE1RAFTER TO JOIST ABV. (TYPJ HOOKS PER NOTE I DRILL EPDXY 5 DTL. 3/SD2 (TYPJ EXIST. TIE BEAM TO d 2x SUB -FASCIA w/ 2) 10dx3' NAILS r BAR INTO EXIST. TIE NEW TIE BEAM W NEW TIE BEw/ REMAIN (T7P. UNAJ U EA RAFTER 2. 4 INFILL EXIST. WALL TO NEW WALL PER 2x4 INFILL ME BEAM w/ 5' EMBED. 25' (D S CONT. PER MIN LAP . DETAIL 6/5D1 I) 5 CONT. PER DETAIL 6/SDI W AS REQ'O REMAIN ADD DETAIL 5/SD2 AS REQ'D. PROVIDE 1/1' ALL 0 EXIST. WALL STRAPS PER THREAD • 32' OL. MAX. EXIST. TIE BEAM( TO REMAIN REMAINDTL. 5/S02 W/ MIN 5' EPDXY EMBED INTO EXIST. TIE TO REMAIN (TYP. UNO.) BEAM AT NEW RAFTER LINTEL PER PLAN LOCATIONS ONLY RAFTER CONN. EXIST. CMU WALL O TO REMAIN DETAIL 114"=,'-o" CORNER REINF. PER DTL. '1/SDI CORNER REINF. PER DTL. T/SDI WINDOW OPENING W x D GONG. SILL ROOF RAFTER NEW CMU Ui PERPLANO25' MIK LAP EW CMU HATCH INDICATES w a EXIST. CMU WALL COLLAR TIE PER TO REMAIN lTTPJ W CV PLAN REFER TO NOTE I ABV. y FORINSTALLATIONOFNEW 5 vERT. I GROUT FILLED CELL (TTPJ EXIST. FTG TO O J Q O REMAIN (TYPJ `¢ i W If '` EXIST.FTG TYPJt QO fn EXIST. 2x6 CEILING JOIST TO REMAIN O uwO ti HATCH INDICATES EXIST. CMU WALL TO REMAIN (TYPJ 3/ SD2 FOR INSTALLATION OF NEW 5 VERT. IN GROUT FILLED CELL (TYPJ L a y EXIST. WALL TOREM"'" 2. 6 SCAB (ONE SIDE ONLY). WU ( 2) ROWS STAGGERED EXIST. CMU WALL TO REMAIN ELEVATION ELEVATION 0 J GD 10dX3' NAILS . (.'Or-. co co RAFTERCEILING OSIDEOWAFA2LREPAIRREARWALLNREPAIR co Z co N W O J Wo REPAIRDETAILva"=1-o" BE @KITCHEN va"=r-o° a L 114o6CMSTRAP PER PLAN o w o z) Z Q Q CZWjLLJOQa SSP -.' O.C. TOP DBL. 2x TOP PLATE NEW 5 VERT. INSTALLATION NOTE: p DBL. 2x4 TOP PLATE PLT. TO STUD I. t 1 T FT DRILL A 3/4' DIAMETER HOLE (MIN 6' DEEP) I EXIST. TIE BEAM AND EXIST. FIG. AT THE LOCATION OF THE O 0 Z2x STUDS . IS' O.C. REBAR TO BE INSTALLED. INSTALL NO. 5 BAR INTO 0 2x4 STUDS . 16' 2 (OR BETTER) EPDXY FILLED HOLE (EPDXY TO BE SIMPSON STRONG D OZ. 2 (OR TIE EPDXY OR EQUIVALENT. USE MANUFACTURE'S m BETTER) INSTRUCTIONS). ASSURE THAT ALL DUST AND DEBRIS MID SPAN BLOCKING MID SPAN FROM DRILLING ARE REMOVED FROM HOLE BY USING COMPRESSED AIR PRIOR TO APPLYING EPDXY. ALLOW 0 x J BETWEEN EA STUD BETWEEN EA STUD EPDXY CURE O UN0) UNID1 O USE 2 ' MIN, LAPAT THENGROATFILLCELL. USE 25' MIN, LAP SPLICE AT CELL. LL Q BARZOLLjIR' x T' WEDGE ANCHOR 2)_ CUT NAILS .24. O. W/ (2) ROWS Z W 2 W/ 2'x2'xVB' WASHER 6' STAGGERED CUT X H U FROM EA. END OF WALL SSP •I6' O.C. STUD TO NAILS • 12' OC. W AND . 32. OZ. (UNOJ BOT. PLT. w 2x P.T. BOT. REFER TO FOUNDATION EXIST. FOUNDATION 2x4P.T. BOT. PLATE TO REMAIN PLATE PLAN FOR FOOTING SIZE AND LOCATION U o INT. LOAD BRIG. WALL 0INT. LOAD OBRG. WALL TIE BEAMTQ y1REMAIN REMAINm DETAIL W/ UPLIFT DETAIL W/O UPLIFT N.T.S. y o N.T.S. w a o) zVarN)' J W 1 W 0 L REFER TO NOTE I FOR Z UT INSTALLATION OF NEW 5 _ RT. IN GROUT H a FILLED CELL O L LI 0 H C) a 5 w l EXIST. FTG TO F d REMAIN ( TYPJ n DESIGN DAWN LJMBM CHECKED SSPE 0w loe RHS-UTT zSGnIE AS NOTED WO rnDhTE 06.18.2012 K 7 NEW VERT. REINFOR. n WwS DL DETAILva"=-0 I- SHT 12 OF 12 ROOF EDGE iiYYYYYfYrY/IiiirrrrYM F NAILING PATTERN 3) Bd RING -SHANK SEA. RAFTER 3) 8d RING -SHANK SEA. RAFTER 3) 8d RING-5HANK. SEA. RAFTER Maori WIN Mimi IM MI Hooe MIN. 12' 25' LAPKSPLICE TYP. SUCK SPECIFIED N - ---- --- BY WINDOW/ W DOOR MANUFACTURER NOTES: I. WINDOW AND DOOR ASSEMBLIES TO CONFORM TO FRC 2010 2. 2X PT BUCKS/NAILER5 SHALL EXTEND BEYOND INTERIOR FACE OF WINDOW, FASTEN BUCK TO MASONRY W/ (U ROW OF 3/16'X4' TAF'CONS 6' FROM ENDS AND 76' O.C. MAX. TAPGON9 TO BE I 1/2' MIN. FROM EDGE or BUCK 3. BUCKS LESS THAN 2X TO BE FASTENED W/CUT NAILS OR EQUIVALENT, STRUCTURAL CONNECTION OF WINDOW TO STRUCTURE BY OTHERS IN THIS CASE. 4. ADDITIONAL 2X WOOD SUCK MATERIAL MA7 BE ADDED TO EXISTING 2X 5 HOOKS - BUCKED OPENING. USE (3)ROWS OF 10CIX3' NAILS STAGGERED412' O.C. OSA, MIN, 12' SUCCESSIVE BUCK POURED CELL W/I 5 BAR 5. MIXING OF IX AND 2X BUCKS SHALL BE PERMITTED FOR THE SAME CONT. FROM TIE BEAM TO OPENING IF WINDOW MANUFACTURER AND PLAN REQUIREMENTS(FASTENING) FOOTING. ARE HET. 6. ADDITIONAL WOOD BUCK MATERIAL MAY BE FASTENED TO 2X BUCK W/ (2) 1. 5 BAR CONT. ROWS OF Bd NAILS •16' OL. FASTEN WINDOW TO 2X PER WNDOW MANUFACTURERS SPECS. EXIST. RAFTERS TO REMAIN EXIST. 2.8 RIDGE BEAM TO REMAIN 2. 8 SPLICE w/ (2) ROWS 10dx3' NAILS •3' O.C. ON EA. SIDE OF JOINT, REFER TO DETAIL 8/50I NEW RAFTERS PER PLAN NEW 2.8 RIDGE BEAM PER PLAN lO ROOFNAILINGAILING SCHEDULES I O NOTES IINDOW/ DOOR BUCK N.T. S. ( @ STEP OWN DETAIL NER3/4"-'- o" ® RIDGEDETAISPLICEDET3/4'= -o EXIST. CMU WALL Q. TO REMAIN O OFLOATNEWBLABGONGSLABw/ FIBER m US CONY. IN TIE MESH REINF. BEAM COURSE EXIST. FOOTING t-;,-: TO REMAIN GROUT TIE BEAM PROVIDE HANGERS TO HOLD COURSE SOLID BAR IN PLACE DURING POUR, REFER TO MAN. SPECS. FOR SPACING REQUIREMENTS IF NOI' L B' CMU REQ.I ED HANGERS NOT REQUIRED IF LINTEL BLOCKS ARE USED AND V HOLD IS MET PROVIDE SCREEN WHEN BLOCK BELOW IS NOT REQUIRED TO BE FILLED OOVER POUR © TIE BEAM DETAIL DETAIL 3/4"=,'_a" ' A,d' EXIST. TIE BEAM TO REMAIN (TYP. UNDJ SAW GUT BLOCK AS REQ'D. TO GATE 5 BAR W/6' 1-IOOK.S, 6' FROM TOP SOT. BEARING FOR NEW AND ( U -CENTER HDR TO BE EPDXY W/ S. EMBED. MORTARED IN INTO ADJ. FILLED PLACE? CELL PROVIDE FELTPAPER OR OTHER MO SBREAKAT WOOD TO MASONRY CONNECTION DOOR OPENING GROUTFILL EXIST. CELL SOLID NEW cMu, TCH INDICATES GROAT FILL EXIST. CMU WALL CELL SOLID TO REMAIN (TYP) ELEVATION 10 HEADER REPAIR @ KITCHEN ROOF DECKING FASTENING PER PLAN 5) I0dx3' NAILS AFTER TO JOIS RT 2x SUB -FASCIAw/ 2) 10dx3' NAILS EA. RAFTER 111 RAFTER CONN. 1/4"= 1'-0' DETAIL BAR 5 GORJER BAR GROUTED CELL ALL LAPS 25' MIN. OTYP. CORNER WALL REINFORCING 4) 10d NAILS EA. COLLAR TIE TO ROOF RAFTER EA END TYPJ NEW 2.9, RAFTERS r16' oz. REMOVE 1 REPLACE CEILING JOIST OR 2) ROWS STAGGERED 2) NAILS3' ER NAILFROM3• SPLICE BEHIND x • x • x • x ELEVATION VIEW 2x8 RIDGE BEAM 2.8 SPLICE 2x8 SPLICE SECTION VIEW O SPLICE N. T.S. DETAIL 3/ 4"=1'-O" SIMPSON' (1) LSTA16 SIMPSON' RAFTER TO RAFTER OVER RIDGE 2x8 RIDGE BEAM 3) 16d TOE NAILS TO RIDGE !TYP) CEILING JOIST PER PLAN W/ ( 5) 10dx3' NAII K FA - Iz' SAG - RESISTANT= BOARD S CEILING PER PLAN NEW PT NAILER --- AS REQ' D. NEW 1/ 2, DRYWALL AS REQ'D. PROVIDE 1/ 2' ALL THREAD s 32' O-C. MAX W/ MIN. 5' EPDXY EMBED INTO EXIST. TIE BEAM AT NEW RAFTER LOCATIONS ONLY EX15T. WINDOW SILL TO REMAIN 2' P. T. C. AS T 2'-0' O.C. ASREQ'D. EXIST. PlRECAST CONC. SILL TO REMAIN NEW R19 INSUL=---\ NEW P. T. NAILER AS REQ, D. EXIST. CONC. SLAB TO REMAIN WALL SECTION EXIST. RAFTER TO REMAIN 414 RAFTER TO SILL PLT. EXIST. WALL EXIST. CMU WALL TO REMAN TO REMAIN PROVIDE 1/2' ALL THREAD 32' O.C. MAX W/ MIN. 5' EPDXY EMBED MTO FYIBT TIF R.. AT NFW RAFTER LOCATIONS ONLY EXIST. CMU WALL TO REMAIN 1 /4„=1,- 0" ROOF RAFTERS PER PLAN EXIST. CEILING RAFTERS TO REMAIN ( UNA.) REMOVE 4 REPLACE R-30 INSULATION SIMPSON' H3 NEW RAFTERS TO BILL PLT. ASPHALT SHINGLES ! APPLIED ACCORDING TO MANUF. SPEC.) ON 15• ROOF FELT ON ROOF SHEATHING ON ROOF RAFTERS v. v TOP OF MASON ALUM. DRIP EDGE 2x BUB- FASCIA MIN. W/ ( 2) 101d NAILS • EA TRUSS TO MATCH EXIST. VENTED SOFFIT INSTALL PER MANLF. SPEC) EXIST. 2x PT. SILL PLT. TO REMAIN PRECAST LINTEL OPENING N W WINDOW PER Q FLOORPLAN EXISTING CMU WALLTOREMAINI MAIN FLOOR ELEV m'- m' EXISTING FOUNDATION TO REMAIN 3/ 8„=T- 0„ W i) d y M N D c O o r4 Z Q In COJ u rA DOO [ O N Do m O cn ¢ N (N' 2 rn U uJ I- C Z c) N 1 O J C'i C-4NLL m Q O UZ>< w Oa of m N p lo V Ul J w U N V) W wLU a m U Q MO) wOw .i W i O Z Z Uw< O m Ll. l C O • f•J- Q a U) N x DESIGN DRAWN LJMBM OCHECKEDSSPE D z JOB RHS-UTT W SCALE AS NOTED D DATE N 06.18. 2012 a w SD1 BHT 11 OF 12 V Ul J w U N V) W wLU a m U Q MO) wOw .i W i O Z Z Uw< O m Ll. l C O • f•J- Q a U) N x DESIGN DRAWN LJMBM OCHECKEDSSPE D z JOB RHS-UTT W SCALE AS NOTED D DATE N 06.18. 2012 a w SD1 BHT 11 OF 12 PRECAST NOTES: W Q 0 1. PROVIDE FULL MORTAR HEAD AND BED JOINTS. 2. SHORE FILLED LINTELS AS REQUIRED. 3. INSTALLATION OF LINTEL MUST COMPLY WITH THE ARCHITECTURAL AND/OR STRUCTURAL DRAWINGS. 4. LINTELS ARE MANUFACTURED WITH 5-1/2" LONG NOTCHES AT THE ENDS TO ACCOMMODATE VERTICAL CELL REINFORCING AND GROUTING.' 5. ALL LINTELS MEET OR EXCEED L/360 VERTICAL DEFLECTION, EXCEPT LINTELS 17'-4" AND LONGER WITH A NOMINAL HEIGHT OF 8" MEET OR EXCEED L1180. 6. BOTTOM FIELD ADDED REBAR TO BE LOCATED AT THE BOTTOM OF THE LINTEL CAVITY. 7. 7/32" DIAMETER WIRE STIRRUPS ARE WELDED TO THE BOTTOM STEEL FOR MECHANICAL ANCHORAGE. 8. CAST -IN -PLACE CONCRETE MAY BE PROVIDED IN COMPOSITE LINTEL IN LIEU OF CONCRETE MASONRY UNITS. 9. SAFE LOAD RATINGS BASED ON RATIONAL DESIGN ANALYSIS PER ACI 318 AND ACI 530 SAFE LOAD TABLE NOTES 1. ALL VALUES BASED ON MINIMUM 4" BEARING. EXCEPTION: SAFE LOADS FOR UNFILLED LINTELS MUST BE REDUCED BY 20 % IF BEARING LENGTH IS LESS THAN 6-1/2". SAFE LOADS FOR ALL RECESSED LINTELS BASED ON B" NOMINAL BEARING. 2. N.R. = NOT RATED. 3. SAFE LOADS ARE TOTAL SUPERIMPOSED ALLOWABLE LOAD ON THE SECTION SPECIFIED. 4. SAFE LOADS BASED ON GRADE 40 OR GRADE 60 FIELD REBAR. 5. ADDITIONAL LATERAL LOAD CAPACITY CAN BE OBTAINED BY THE DESIGNER BY PROVIDING ADDITIONAL REINFORCED MASONRY ABOVE THE PRECAST LINTEL. 6. ONE #7 REBAR MAY BE SUBSTITUTED FOR TWO #5 REBARS IN 8" LINTELS ONLY. 7. THE DESIGNER MAY EVALUATE CONCENTRATED LOADS FROM THE SAFE LOAD TABLES BY CALCULATING THE MAXIMUM RESISTING MOMENT AND SHEAR AT D-AWAY FROM THE FACE OF SUPPORT. B. FOR COMPOSITE LINTEL HEIGHTS NOT SHOWN, USE SAFE LOAD FROM NEXT LOWER HEIGHT. 9. ALL SAFE LOADS IN UNITS OF POUNDS PER LINEAR FOOT. TYPE DESIGNATION FF = FILLED WITH GROUT U = UNFILLED LXFX-XB LINTEL MARK NOMINAL HEIGHT L # OF BARS @ BOT 5 REBAR AT TOP MIN. (1) RED D 1/2" CLEAR C.M.U. PRECAST LINTEL GROUT (PER PLAN) 5 REBAR AT BOTTOM OFi1-BOTTOM LINTEL CAVITY (PER PLAN) REINFORCING PROVIDED IN LINTEL 7-5/8"ACTUAL VARIES) NOMINAL WIDTH8' PRECAST LINTEL LOAD TABLE COMPSITE W/ 1 #5 TOP & BOTTOM GROUT FILLED SOLID LOADS LISTED BELOW HAVE BEEN CALCULATED OR COMPILED FROM DATA FROM THE FOLLOWING APPROVED MAN. CAST-CRETE, QUALITY PRECAST CO., WEKIWA CONCRETE, LOTTS CONCRETE, AND FLORIDA ROCK IND. MARK MAX. CLR. OPENING 6" DEEP 14" DEEP 22" DEEP 38" DEEP 8" DEEP 16" DEEP 24" DEEP 32" DEEP L1 1'-6" 3984 3665 X X 3166 6039 9004 10000 L2 2'-2" 2745 3665 X X 3166 6039 9004 10000 L3 3'-2" 1384 3665 X 2000 1974 4616 7269 9924 L4 4'-6" 1025 3960 2000 X 1060 2483 3913 5350 L5 5'-4" X X X X 1261 2653 4049 4849 L6 6-2" 524 N/A X X 1055 2542 4029 5047 L8 8'-0" 340 N/A X X 635 1534 2436 3127 L9 9'-0" 293 N/A X X 483 1170 1857 2404 L10 10'-0" 212 N/A X X 483 1170 1857 2555 L11 11'-0" 171 N/A X X 488 1224 1966 2721 L12 12'-0" 128 N/A X X 419 1053 1692 2341 L13 12'-8" N/A N/A X X 419 1053 1692 2341 L14 13'-4" N/A N/A X X 334 942 1352 1879 L16 16'-0" N/A N/A X X 272 611 986 1380 L18 18'-0" N/A N/A X X 240 611 1400 1980 L20 20'-0" N/A N/A X X 183 610 1300 1831 L21 20'-8" N/A N/A X X 163 610 1300 1831 L22 22'-8" N/A N/A X X 130 470 1250 1831 1) FOR HEADER DEPTHS DEEPER THAN 32", USE VALUES FOR 32" DEEP HEAUEK 2) FOR HEADER DEPTHS NOT LISTED ON CHART, USE THE VALUES FOR THE NEXT DEPTH DOWN. ex. 1_31`12 = L3F8) MORTAR NEW HEADER IN PLACE LINTEL PLAN 1/8"=1'-0" 190 DOm m N 04NMii Z M CV Y O _J ram N LL cl) mUWOz)Z C Z Q W Oa w mg O Z IZ Q W// W J W hJ- w U^ W Z U) S J 1 O Lu Q f W Q 04M ZW0LL- p Z af W W w .II O H O Z EL Z) rn U) y U N LJMBM CHECKED SSPE JOB RHS-UTT SCALE AS NOTED DATE 06,18.2012 SHT 10 OF 12 S4 CONNECTOR LEGEND E] MSTA24 OR HTS20 RIDGE BOARD TO STUD COL. MSTA24 OR HTS20 COL TO BEAM BELOW 2) 2x4 BUILT UP STUD COL MSTA24 OR HTTS20 RIDGE HIP TO STUD COL HTSM16 W/ (4) 1/4'k2-1/4" TAPCONS COL TO CMU HDR. HTSM16 W/(4)1/4'k2-1/,VTAPCONS TO CMU LS50 RAFTER TO HIP PRODUCT APPROVAL CHART SIMPSON CONNECTOR FLORIDAPRODUCT APPROVAL# H1 H10 H 10-2 H3 HTS (ALL) FL10456 LTS (ALL) MTS (ALL) SSP ABA (ALL) FL10849 HGA10 FL11470 LTT19 FL11496 LSTA (ALL) FL10852 LSU (ALL) FL10447 MTSM16 FL11473 EXIST. RAF TO REMAIN f TYP.) illns•:•e NEW 2.8 VALLEY 2m'-5' LU 1 Q I QTt- 2 II II II II II II II II n II ilk — $ -1F -1F- :=:I1— I I II 4 II II II II II II II II II krt I II D II II II II II II II II II II II II II If II II II II II II II II II II II II II II II it II II it II IL II II III II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II fl II II II II JulIF II II II II II II II II II 11 II II II II n II II III II II II II II n II II II II 11 II II II II II II II II II II II II 11 II II II II II II II II II II II II II II II it II it II II II II II II II II II II II II II II II II II II II II II II ii II II II II II II II II II II II II II I If 11 II II II 11 u II 11 u 1LJl I.._..1L II 11 ll 11 U I_-J El If II II II II Q 11 II 11 II 11 II II II u u II II ALUMINUM ALINING II BY OTHERS 8D II II 1 II If fill II II II II II I I 11 II II II II II fill 11 1 1 NEW 2x6 RAFFERSII 11 11 1111 11 ! I I I.Oc II II u II fill II I I II II II II n II II II If ` I n II II a 11 II II 1f ; I NEW 2xB 11 VALLEr11 p II II II II II II I RAFrERII 11 II II II II II II 1 II II II II II II II II I n II 11 it II II II II II NEW 2xe s . p II II II II II II 16, O.0 u II II II II II II : IItn11IIII1111II II II II u tl II it II I II II I II II II II II ; II II 11 II II II II II II ? II II II I,)I1 II II II II ]I jrI II 11 II p I II I II I 11 j-I II II I I II II 11 II it I II If II II U I q 11it 41 II it p II II it II II it II II I II it II If If I II 1 II pI --II---IL--11 °11 IIII If i II I II II II II I U I 11 I tl II II IIiII1IIIII 1 II ?j if if 1 it I If 3 } ROOF FRAMING PLAN 1 /8"= V-0" REMOVE 4 REPLACE EXIST 2.4 SUPPORT W z Q Qm0 OLL Uy 6 cqN m Ci ti iri u IN- "2ZNt= In O -j N N Wa M uj ozz)o za QwOa N OQO ah Z Q J LL u2 w O 7 O Z C) W U) LL Q Z O- Jul i J W Z0 Ww 0 LL O O Z a D — U) DESIGN DMN/11 LJM/BM CHECKED SSPE log RHS-UTT SCALE AS NOTED DATA 06.18.2012 S3 SHT 9 OF 12 NAILING SCHEDULE: ROOFS: ROOF TO BE 1x8 DECKING. REFER TO DETAIL 3 SHEET 02 FOR NAILING PATTERN. DECKING TO BE PLACED WITH LONG DIMENSION PERPENDICULAR TO SUPPORTS (RAFTERS). NAILS: NAILS USED IN ALL SHEATHING APPLICATIONS SHALL BE 8d RING -SHANK GUN DRIVEN NAILS. GUN DRIVEN NAILS SHALL HAVE HEAD SIZE 0.28" MIN. NAILS FASTENED IN PT. OR FIRE -RETARDANT -TREATED WOOD SHALL BE HOT DIPPED ZINC -COATED GALVANIZED STEEL, STAINLESS STEEL, SILICON BRONZE OR COPPER. CONNECTION NOTES: ALL RAFTER TO FRAME CONNECTORS TO BE SIMPSON H4 (U.N.O.) ROOF VENTS: 1. VENT SIZES TO BE CALCULATED BY OTHERS 2. VENTS SHOWN ON PLANS ARE TO INDICATE POSSIBLE LOCATIONS AND DO NOT REPRESENT ANY ATTEMPT TO DICTATE LOCATIONS OR CALCULATIONS 3. VENTILATION TO MEET OR EXCEED REQUIREMENTS IN FRC 2010 EDITION 4. ROOF VENT AREA FORMULA: SQ. FT. OF CLG. = AREA OF FREE VENTILATION REQ'D. 150' 300 MAY BE USED WHEN USING EXCEPTIONS PER CODE HEADER SCHEDULE OF JACK STUDS TAG HEADER FASTENERS(U.N.O.) EA. END OF HEADER H2X8 ( 2)2X8'S W/ (6)16D END NAIL BYPASS 1 12" SPACER STUD TO HER @ EA. END NOTE: 1. HEADER SIZES SHOWN ARE MINIMUM REQ.'D PER LOCATION. LARGER HEADERS MAY BE USED WITHOUT APPROVAL FROM DESIGN PROFESSIONAL CONNECTOR LEGEND HTS20 BEAM TO (2) 2x8 HDR. LSTA24 EA. END OF HDR. TO (2) 2x4 j JACKS STUDS PROVIDE DSP JACK STUDS TO BOT. PLT. & 12" WEDGE ANCHOR WITHIN 6' HTS20 BEAM TO (2) 2x4's STUD COL. PROVIDE ESP COL TO BOT. PLT. & 1/7' WEDGE ANCHOR WITHIN 6' PRODUCT APPROVAL CHART SIMPSON CONNECTOR FLORIDA PRODUCT APPROVAL# H1 H10 H 10-2 H3 HTS(ALL) FL10456 LTS (ALL) MTS (ALL) SSP ABA (ALL) FL10849 HGA10 FL11470 LTT19 FL11496 LSTA (ALL) FL10852 LSU (ALL) FL10447 MTSM16 FL11473 NOTE: ALL DIMS ARE APPROXIMATE. VERIFY IN FIELD. NEW 2.8 CLG. RAFTERS • 16' O.C. W/ (3) 10dx3' TOE NAILS EA. END m i n II II NEW 2x6 II II CEILING RAFTERRAFTER W/ (6) Ila 106x3 NAILS IIa EA. END II II II II 11 II II II II II II II ii II 'll II II it II I II I II II II II II II II II II II II II II II II II it II II II II II II u u a II it II II II II II II II II ` II II II II II II II II I II I II I u II II II II II II II II II II II II II II II II IqI II II II II II II II II I NEW 2.6 CEILING RAFTER W/ (6) 10dx3' NAILS EA. END EXIST. RAFTERS TO REMAIN NEW (2) 2x12's W/ 1/2' SPACER NEW 2x8 CLG. RAFTERS 16' D.C. W/ (3) 106x3' TOE NAILS EA. END EXISTING 2X8 LEDGER ON WALL TO REMAIN f10! == jxe i V 1 n Hz 1 I II II II II II II I I II II I II II II II I II it II II II II II II it II II fl II II II II II it II II 11 II II II II II II II II II II II II II II II II II II I II II II II II II II II I II II II II II II II II I II II II II II II II II I v II II II II Ii II II II I II II II II II II II II I I II ii II it II II II I JNEW 2x6 CEILING RAFTER CEILING FRAMING PLAN 1 /8"=1'-01, Nm O N # OW Z Q 0_ OO N co p Tm C) 04 NN CN') YOJZ_MN I- c' ofN LL Q LLJ c•) z f_ c V Z QQ W 0 ¢ Of O CL w LI-I o Q n a W Q N I DUMW 0 LL p Z 0 Z W LLI ILL 0 0 Z a N DESIGN DI OCHECKED SSPE z roe RHS-UTT W SCALE AS NOTED DATE m 06.18,2012 1 SHT 8 OF 12 UM/ BM I S2 FOUNDATION NOTES: 1. PROVIDE CONC. OVERPOUR W/ FIBER MESH. THAT MEETS OR EXCEEDS SPECIFICATIONS SET FORTH IN THE FBRC & FBC EXISTING 2010 EDITION). 2. VERT. #5 BAR TO BE HOOKED AT TOP (TIE BEAM END) W/MIN. 12 BAR DIAMETER LEGS EXCLUDING BEND @ EA. END. LAP SPLICES SHALL BE NO LESS THAN 25". INDICATES GROUT FILLED CELL WITH (1) VERT. #5 CONT. FTG. TO TIE BEAM (8'-0" O.C. MAX U.N.O.)(REFER TO NOTES) o INDICATES GROUT FILLED CELL WITH (1) VERT. #5 FOR CONN. TO EXIST. TIE BEAM/FTG. REFER TO DTL. 8/SD2 NOTE: ALL DIMS ARE APPROXIMATE. VERIFY IN FIELD. GONG. OVERT POUR EVEN U EXIST. ROOM NOTE -2 THIS FOUNDATION PLAN/ DOWEL LAYOUT 1/8"=11-0" zO H a UU) w0 Wa N y EGOcTnG'V # W W r1 O zQ O 7 O LL U Q 03 O m N m 00 U) N V Lo cnM C Z M N NIt U N (V W C U)*MZF C UZQ Q W O¢ N O Z L_ 0 r 7L F- Z J F F- LU 0W2LL N Q I W Q NUch WJO LL p Z U W w LL O o Z 0- H p — C/) Kq:l JOB RHSIITT GALE AS NOTED DATE 06,18,2012 S1 SNT 7 OF 12 ELECTRICAL NOTES: 1. THIS ELECTRICAL PLAN IS TO BE USED FOR PLACEMENT PURPOSES ONLY. DESIGN AND CALCULATIONS TO BE THE RESPONSIBILITY OF THE ELECTRICAL CONTRACTOR. 2. LOCATION OF EXISTING UNDERGROUND UTILITY LINES AND STRUCTURES SHALL BE DETERMINED AND VERIFIED IN THE FIELD PRIOR TO COMMENCING WORK, ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE FOR HIS DAMAGE TO OTHER TRADES. 3. ELECTRICAL BOXES INSTALLED IN FLOORS, WALLS, OR CEILINGS SHALL BE MOUNTED FLUSH WITH FINISHED SURFACE AND CONDUITS AND/OR CABLES SHALL BE CONCEALED UNLESS OTHERWISE NOTED. 4. EXTERIOR, GARAGE, KITCHEN, BATHROOM OR ANY OUTLETS WITHIN 6' OF A WATER SOURCE ARE GFI. 5. ALL SMOKE DETECTORS TO BE INSTALLED PER NEC 2008. 6. ALL 15-20 AMP BRANCH CIRCUITS THAT SUPPLY OUTLETS IN FAMILY ROOMS, DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, BEDROOMS, SUNROOMS, RECREATION ROOMS, CLOSETS, HALLWAYS, OR SIMILAR ROOMS OR AREAS PER NEC 210.12(B) SHALL BE PROTECTED BY AN ARC -FAULT INTERRUPTER(S) OR COMBINATION TYPE. 7. ALL ELECTRICAL WORK AND APPLIANCES SHALL CONFORM TO NEC 2008. 8. EXCEPTIONS FROM GFI REQUIREMENTS SHALL BE PERMITTED PROVIDED LOCATION WHERE EXCEPTION IS DESIRED IS ALLOWED PER NEC 2008. 9. CARBON MONOXIDE ALARMS AS SHOWN PER PLAN. ALARMS SHALL RECEIVE THEIR PRIMARY POWER FROM THE BUILDING WIRING, BE INTERCONNECTED AND HAVE BATTERY BACKUP. A SINGLE COMBO DETECTOR MAY BE USED ILO INDIVIDUAL SMOKE & CARBON MONOXIDE DETECTORS. 10. ALL 120 VOLT 15-20 AMP RECEPTACLE OUTLETS IN FAMILY ROOMS, DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, BEDROOMS, SUNROOMS, RECREATION ROOMS, CLOSETS, HALLWAYS, OR SIMILAR ROOMS OR AREAS PER NEC 210.12(B) SHALL BE TAMPER RESISTANT TYPE PER NEC SECTION 406.11. ELECTRICAL LEGEND SINGLE POLE SWITCH THREE WAY SWITCH OUTLET 110-115 GF.I. OUTLET 110-115, GROUND FAULT CIRCUIT 1wW/ INTERRUPTER CsF.I. OUTLET 110-115, WATER PROOF G.F.I. OUTLET 110-115, SPLIT WIRED OUTLET 110-115, CEILING MOUNTED T®T OUTLET 110-115, FLOOR MOUNTED 220-240, SPECIAL PURPOSE OUTLET LIGHT FIXTURE, CEILING MOUNTED LIGHT FIXTURE, WALL MOUNTED LIGHT FIXTURE, HANGING LIGHT FIXTURE, RECESSED c LIGHT FIXTURE, VAPOR PROOF RECESSED EYEBALL, ADJUSTABLE PC LAMP HOLDER W/ PULL CHAIN FLUORESCENT FIXTURE FLOODLIGHTS TELEVISION OUTLET Z TELEPHONE OUTLET C INTERCOM CHIMES SD SMOKE DETECTOR CARBON MONOXIDE DETECTOR EXHAUST FAN QO DISPOSAL Lr--l- DISCONNECT SWITCH . ELECTRICAL PANEL F CEILING FAN, INSTALLED CEILING FAN, PREWIRED J JUNCTION BOX O DIGITAL THERMOSTAT ELg METER NOTE: ENTIRE STRUCTURE TO BE REWIRED. qp BATH 2 "' w I 1 I € I EXIST. FAMILY ROOM Up GFI EXIST. OUTLET .' ' METER FOR DW ICI I EXIST. qp 3- UTILITY I X€ IST- ROOM I f GFI I BEDROOM 2 f Exi T. k ST. KITCHEN i i DIN NCI ROOM g° I f €€ f 9D RELOCATED° ELEC. PANEL GFI eD c Q XIST. U Z EXIST. i BATH 1 J Q 9D LIVING ROOM tr U d t U W W W r r EXIST. dt c BEDROOM 3 W 49 ate GFI EXIST. Z a J EXIST. BEDROOM 1 WW 0 LL PATIO 0 Lu < wa,2° 0 CD a Z) — U) ELECTRICAL PLAN 1 /8"=1'-0" RHS-UTT SCALE AS NOTED DATE 06.18.2012 C'161 SHT 6 OF 12 WF- Q Z O a_ ASPHALT SHINGLES OFF -RIDGE ROOF ly TO MATCH EXISTING VENT ITYPJ UUWO 12 5 EEARNG x y a Wof w F Wa N ai m U OmN 1 z pwFIFLFLR GRADE rl Z Z go EXISTING STRUCTURE PAINTED CMU TO Lb y d0 TO REMAIN UNCHANGED MATCH EXISTING a w 8 y co REAR ELEVATION 0 0404OD U m N w oc0:) Z uiy c o Z w Oa of o o O CL i z Sm o Z o O O 0 F- ASPHALT SHINGLES TO MATCH EXISTINGUjU 12 Q\ o w rz z 9 - m BEARNG 5 BEARING o EC NrT- cl Hq) M o U J C W OLLWZm'-m FM. FLR p C GRADE a U LLl O PAINTED CMU TO EXISTING STRUCTURE W L- MATCH EXISTING TO REMAIN UNCHANGED o B CD Q CL U) DESIGN D"M OCHECKED LJM/ BM SSPE LEFT ELEVATION w RHS- UTT 0O- 1/ 8"-1'-" w O SLALE ASNOTED DTTE 06.18,2012 w04 C a wD' x SHT $ OF 12 WF- Q0 Z O a U Wcl BEARR•Ya W eEAwNG D a 1.0 r N aim El ©® _ El El N N O wz 0 1• Z Q 0'_0• _ _ " z tgj GRADE ¢ k EXISTING STRUCTURE ¢ y TO REMAIN UNCHANGED GO O z O m NGo FRONT ELEVATION Ccn U m y N y U Lc Li P- Z co N O. J N ILLa)(nNN aWpCIDQM O m w W p w I O Q< of o EL U ZO V,^ m Z O O a J ( z H hZ UID SPHALT N W IZ A51-IINGLES W w W J N Q5sz TO MATCH EXISTING O W a N: BEARING T'_m• lwccl BEARING = W L r w Q r W4 C WOLLL W Y p Z 0 w 0 wLLFRdFLRmGRADE K 0 Q EXISTING STRUCTURE 0_ TO REMAIN UNCHANGED M DESIGN DRAWN LJM/BM OCHECKED SSPE r RIGHT ELEVATION z JOB RHS_UTT 1 / 811-1'-O" Q SCALE AS NOTED wv DAB 06.18.2012 a 03 x ISHT 1 OF 12 GENERAL NOTES: 1. WINDOW AND DOOR SUPPLIERS SHALL PROVIDE CURRENT ROUGH OPENING INFO WHICH SHALL HAVE PRECEDENCE OVER THE WINDOW AND DOOR SCHEDULES ON PLAN. WINDOWS & DOORS TO COMPLY WITH 2O10 FBC ENERGY EFFICIENCY CODE. 2. DO NOT SCALE PLANS. DIMENSIONS ARE TO BE FOLLOWED AS NOTED. 3. G.C. TO VERIFY ALL DIMENSIONS WITH FIXTURES TO BE INSTALLED TO ENSURE COMPLIANCE 4. THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND IT'S ATTIC AREA BY NOT LESS THAN 1/2" GYPSUM WALL BOARD APPLIED TO THE GARAGE SIDE (INCLUDING ATTIC ACCESSES). PROVIDE 5/8" TYPE "X" GYPSUM BOARD AT GARAGE CEILING ONLY WHEN HABITABLE SPACE IS ABOVE. APPLY PERPENDICULAR TO CEILING FRAMING. 5. DOOR FROM GARAGE MUST BE A MINIMUM 1 3/8" SOLID WOOD 20 MINUTE FIRE RATED DOOR. 6. H.V.A.C. SYSTEM TO BE SIZED AND DESIGNED BY H.V.A.C. CONTRACTOR 7. REFER TO FLOOR PLAN FOR CEILING HEIGHTS 8. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS AT SITE BEFORE PROCEEDING WITH ANY WORK 9. NOTES INDICATING TYPICAL CONDITIONS SHALL APPLY TO ALL LIKE AREAS UNLESS NOTED OTHERWISE 10.IF WATER BASED CEILING TEXTURE IS USED, PROVIDE 1/2" GYPSUM BOARD FOR 16" O.C. FRAMING OR 5/8" GYPSUM BOARD FOR 24 O.C. FRAMING (1/2" SAG -RESISTANT GYPSUM BOARD MAY BE USED I.L.O. OF 5/8" GYPSUM). 11. PROVIDE MIN. 1" DUCT BOARD FOR AHU DUCTS IN GARAGE AND AT CEILING OR WALL PENETRATIONS INTO LIVING SPACE (UNLESS UNIT IS ENCLOSED IN A SEPARATE CLOSET). 12. ANCHOR THE CONDENSER UNIT TO SLAB USING 1/4"x1-1/4" TAPCONS TO ATTACH 4"'L' BRACKETS INTO THE PAD AND THEN USE 3/4" LONG HEX SCREWS (2) ON EACH CORNER TO ATTACH THE'L' BRACKETS TO THE EQUIPMENT. 13.ADD MIN. R7.8 INSULATION TO ALL EXTERIOR WALLS. EXISTING SQ.FT. CALUS EXISTING LIVING 1,753 SQ. FT. TOTAL UNDER ROOF 1,753 SQ. FT. LEGEND Hatch Indicates NEW Cmu Wall T.O.W. @8'-0" A.F.F. Hatch Indicates NEW Cmu Wall T.O.W. r @7-0" A.F.F. Hatch Indicates NEW 2x Framing Load Brg.) Studs @16" o.c. Hatch Indicates NEW 2x Non -Load Bearing Frame Wall Studs @ 24" o.c. Indicates Existing Wall To Remain Indicates Grout Filled Cell With (1) 19 Vert. #5 Cont. Ftg. To Tie Beam (8'-0" O.C. Max U.N.O.)(Refer To Notes On Cover Sheet) Indicates Grout Filled Cell With (1) Vert. #5 For Conn. To Exist. Tie Beam/Ftg. Refer To Dtl. 7/SD2 Indicates Grout Filled Cell xx.x Component Design Pressure (p do N 7 D zr.2 + zi.2 28.3 28.3 r 23 SH 23 SH 20.6 — 22.6 ±22.6 ±207.97 4) 24 SH FLOOR PLAN 1 /8"=1'-0" NOTE: G.0 TO FIELD VERIFY WINDOW/ DOOR SIZES PRIOR TO WINDOW/ DOOR PURCHASE. LOCATIONS OF NEW REINFORCEMENTS MAY BE VARIED BY CONTRACTOR +/- 8" TO AVOID BLOCK WEBS AND/OR OTHER IMPEDIMENTS NOTE: ALL INTERIOR DOORS ARE REMOVED & REINSTALLED IF POSSIBLE. REPLACE DAMAGED DOORS AS REQ'D. 20.9 + 20.9 v.7 27.7 2) 24 SH 2) 24 SH 20.9 + 20.9 EXIST. N h BATH 1 j N N a N y N # 0 w V-4 o af a Z y moo 1 y CD PJ C) m N a 00 0 ao C¢ANM ZMN you N LL C00 M Q 0 z)zZQ0UZJ¢ U) LU 0 C-4 O wJ O F- OLULuJ in LL Q r W Q mUJ w O IJi O Z W LLJ wIY O0 I~-0) a — U) a08 TTRHS-U S_A E Aj NOTED DATE 06.18.2012 2 SHT 3 OF 12 REMOVE t REPLACE EXIST. CLG. RAFTERS Ir Ir =h= TT Tf IF 717 II II II II II II II II II II II II II II II II II II II II II I 11 II II II II II II I oil -A --,II II II II II II II II F /\ I II `:II II II II II II II II II II I II II II II II II II II II II II I .II I tl IItl II II II it II I II II II I III II II II' II II II II II tl II II II II II II REPL-EMOACE zx6 II II II II L REMOVE t II II CLG. RAFTERS II I II II II REPLACE 2x II CLG. RAFTERS q II II II II II II II II II II pu u II II II II II II 11 II II II II II II II II REMOVE t REPLACE 2x6 CLG. RAFTERS MAGNOLIA AVENUE SIDE LEGEND DEMOLITION NOTES: EXISTING TO REMAIN 1 1. G.C. TO CONTACT DESIGN PROFESSIONAL IF EXIST. CONDITIONS VARY FROM PLANS. EXISTING TO BE REMOVED F_ 2. G.C. TO VERIFY WALLS AS NON -LOAD BEARING BEFORE REMOVAL. 3. ALL CHARRED GYPSUM BOARD TO BE REMOVED AND REPLACED. ADDITIONAL WATER AND SMOKE DAMAGED GYPSUM BOARD TO BE REMOVED AND REPLACED AT G.C.'s DISCRETION OR SEALED APPROPRIATELY TO ELIMINATE ODORS. GYPSUM BOARD TO ALSO BE REMOVED AS REQUIRED TO REPLACE INSULATION AFFECTED BY SMOKE. 4. ALL CHARRED WOOD AND SHEATHING TO BE REMOVED AND REPLACED. 5. ALL WINDOWS, DOORS, CABINETRY, COUNTERS, APPLIANCES, FIXTURES AND SHELVING TO BE REMOVED AND REPLACED AT G.C.'S DISCRETION OR SEALED/CLEANED APPROPRIATELY TO ELIMINATE ODORS/STAINS. G.C. TO SHORE ALL ROOF— T---T---T--- 1.---i-- - NOTE: FRAMING BEFORE REMOVAL REMOVE t I jr ALL INTERIOR DOORS ARE REMOVED REPLACE EXIST. OF LOAD BEARING WALL. I & REINSTALLED IF POSSIBLE. WINDOW REPLACE EXIST. F == REMOVE t I WINDOWS REPLACE DAMAGE DOORS AS REQ'D. I I REMOVE t REPLACE REMOVE t REPLACE WALL PER DTL. 3 t 4 _ GIRDER PER PLAN ON SHEET SD2. F L REMOVE t REMOVE t REMOVE t \ REPLACE EXIST. REPLACE EXIST. 4•_0• WINDOWSREPLACEEXIST. WINDOWS / \ I DOORS t FIXTURES FXI CEILING DEMOLITION PLAN 1 /8"=1'-0" REMOVE t REPLACE I v/ L EXIST. FIXTURES, I `_' APPLIANCES t GABS I I I j I tl B II Ir I 140! \/ REMOVE t REMOVE t REPLACE REPLACE EXIST. ZzrUALLS EXIST. DOOR REMOVE t WALL, DOORS t s REPLACE \ PPL IANCE - 11 REMOVE t TIREPLACE l EXIST. DOORS I \ / II EXIST. j E t \ \\ I \ / I WINDOW CE EXIST. J— t WOOD ---- F= — LOW REMOVE t------`---- W CONC \REPLACE GUT 2x4 J = STUD I I ] __ _ _ _ __ I REMOVE t REMOVE t F = = L e REMOVE t1REPLACEREPLACEEXIST. EXIST. DOOR t JACK t BYPASS \ REPLACEQDOORS, F=b - APPLIANCES STUDS PER DTL. __ WINDOWS, 4/SD2 \ FIXTURES, CAB EDI _ - — ° I t SHELVING I I REMOVE t REMOVE t- o _/ II II REPLACE EXIST. Cj REPLACE FUR OUT <F II II DOORS, WINDOW IpIIIIIII IpIIIIIII 1 — / /' III y I IREMOVE t t SHELVING REMOVE t REPLACE REPLACE EXISTEXIST. WINDOWS tDOOR WINDOW II RM\OV\ t I REPLACE EXIST. II II / I WALL, DOORS t - II II — SHELVING II I I I II I I I II I I I II II REMOVE t REMOVE t L J II II REPLACE 2x6 REPLACE EXIST, II II CLG. RAFTERS WINDOW REMOVE t REPLACE ALUM.------- AWNING ABV. -- -i— — REMOVE t DEMOLITION PLAN REWINDDOWSour. IST. 1/ 8"= 1'-0" ui N_ a t N o10 u 00 cue- i O wtr ZQaa0OLL N QQ co m T m 0) ULo r` CNN C Z- ('4 YNU_ ik c ) a C UW O Z c C) Z Q W Oa a o W Q 0 a W Q NU ch J LLJJ ZLL0 Z LULu LL o Z a - U) DesicH OCHECKED SSPE 0 w 0- LJMBM z JOB RHS- UTT w scA E AS NOTED 0 DATE N 08.18. 2012 a 01 I SHT 2 OF 12 Ir Dom• )NAVYNFo+t) eu Nam Aug. s EWEa 'AND 14MF LPrt) FOR PE µAT GEN FIT t551lED 'JT5TOPROCEVIOLP, ACCECOT35TRUED ND NOT As FTTAO E ARINYSHAL THE WORK ALTER OR CODES, NORrH .i EC(a.NICAL NT THE gU1LDINr++ CANCEL EC_ UTT RESIDENCE 1909 MAGNOLIA AVE. BUILDING DATA OMCE• FLORIDA BUILDING CODE RESIDENTIAL 2010 FLORIDA BUILDING CODE 2010 EXISTING NATIONAL ELECTRICAL CODE (NEC) 2008 EDITION 0 FBC 2010 RESIDENTIAL - PLUMBING FBC 2010 RESIDENTIAL - ELECTRICAL GV OF Fz5'O 1pROV1510N5OrApERPAITPR, IIRING A CORK SA N F O R D, F L 32771ISSUANCE4• GON5TRUCTlOTMrs:.- arTHR 4?NFFtOIwF taFTlnNOrpFzROFjSIOI` ('rirOD"r•= v10LATOROTHErt GENERALNOTES DEEIGNSIG LIVE LOADS(MINIMUM) DESIGNLIVELOADS(MINIMUM): jP ry U All 111U1` 7 lu}may, V`C IYI u f A) ROOFS -20 PSF WIND DESIGN LOAD INFORMATION- 6. VERTICAL REINFORCEMENT SHALL BE HELD IN POSITION ATTHE TOP AND PER FBRC 2010 SECTION R301, REF. ASCE 7-10) BOTTOM AND AT A MAXIMUM SPACING OF 8'-0" U.N.O. REINFORCEMENT BASIC WIND SPEED IV..) = 139 MPH (3 SECOND GUST) SHALL BE PLACED IN THE CENTER OF THE MASONRY CELL TYPICAL UNLESS BUILDING CATEGORY = II (ASCE 7-10) OTHERWISE NOTED. WIND EXPOSURE(ALL SIDES)=B (ASCE 7-10) INTERNAL PRESSURE COEFFICIENTS(ASCE 7-10) 7, REINFORCING STEEL SHALL BE LAPPED MINIMUM 26' UNLESS NOTED ENCLOSED BUILDINGS=+/-0.18 OTHERWISE ON THE DRAWINGS. PARTIALLY ENCLOSED BUILDINGS=+/-0.55 8. HOOKS AT TOP 8 BOTTOM OF VERTICAL REINFORCING BARS TO TIE BEAM NOTE: COEFFICIENTS FOR PARTIALLY ENCLOSED STRUCTURES ARE APPLIED AND FOOTING TO BE NO LESS THAN 12 BAR DIAMETERS EXCLUDING BEND WHEN DESIGN OF MEMBER(S) FALLS UNDER ASCE 7-10 DEFINITIONS E CLASSIFYING AS SUCH) 9. EXPANSION TYPE ANCHORS ARE NOT TO BE USED IN TIE BEAM. EMBEDDED ALL COMPONENTS AND CLADDING NOT SPECIFIED ON PLANS SHALL BE ANCHORS OR EPDXY FASTENED STUDS SHALL BE USED. DESIGNED TO WITHSTAND THE FOLLOWING PRESSURES (p—): FOR WALL LOCATIONS: -28.3 PSF, +21.2 PSF FOR ROOF LOCATIONS: 49.9 PSF,+12.2 PSF CAST IN PLACE CONCRETE 1. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF 2500 PSI, A SLUMP OF 4" PLUS OR MINUS 1", AND HAVE 2 TO 4%AIR ENTRAINMENT. AND A MAXIMUM WATER/CEMENT RATIO OF 058. 2- ALL REINFORCING STEEL SHALL BE NEW DOMESTIC DEFORMED BILLET STEEL CONFORMING TO ASTM A-615 GRADE 60. 3. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-185 FOR 6x6xW1 4xW1 4 W WF SHALL BE LAPPED AT LEAST 6' 8 CONTAIN AT LEAST ONE CROSS WIRE WITHIN THE 6'. FIBERMIX OF EQUAL SPECIFICATIONS MAY BE USED IN LIEU OF WWF. 4, ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH "THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE" ACI 318 LATEST EDITION, AND SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS;" ACI 301, 5. HORIZONTAL FOOTING BARS SHALL BE BENT MIN. 12 BAR DIAMETERS EXCLUDING BEND) AROUND CORNERS OR CORNER BARS WITH MIN. 12' LAP EXCLUDING BEND AT EACH END SHALL BE PROVIDED. 6. MINIMUM LAP SPLICES ON ALL REINFORCING BARS SHALL BE 48 BAR DIAMETERS. BOLTS AND THREADED RODS ALL BOLTS 8 THREADED RODS TO BE ASTM A307 OR BETTER(U.N.O.) MASONRY WALL CONSTRUCTION 1. HOLLOW LOAD BEARING UNITS SHALL BE NORMAL WEIGHT, GRADE N, TYPE 2, CONFORMING TO ASTM C90, WITH A MINIMUM NET COMPRESSIVE STRENGTH OF 2000 PSI Ifm = 1500 PSI) 2. MORTAR SHALL BE TYPE M OR S, CONFORMING TO ASTM C270 3. HEAD MORTAR JOINTS AT PRECAST WINDOW SILLS TO BE NO MORE THAN 1" 4. COARSE GROUT SHALL CONFORM TO ASTM C476 WITH A MAXIMUM AGGREGATE SIZE OF 3/8" AND A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI, 5, VERTICAL REINFORCEMENT SHALL BE AS NOTED ON THE DRAWINGS WITH CELLS FILLED WITH COARSE GROUT. DRAWING INDEX WOOD CONSTRUCTION 1. WOOD CONSTRUCTION SHALLCONFORM TO THE NFPA"NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION", LATEST EDITION.(NDS) 2, ALL EXTERIOR WOOD STUD WALLS, BEARING WALLS. SHEAR WALLS AND MISC. STRUCTURAL WOOD FRAMING MEMBERS. (I.E. BLOCKING OR GABLE END BRACING), SHALL BE SPRUCE PINE FIR OR EQUIVALENT. NO. 2 GRADE SHALL BE USED REGARDLESS OF SPECIES. 3. ALL 2X8's OR DEEPER TO BE SYP. NO. 2 GRADE FIELD REPAIR NOTES 1. DRILL A 3M" DIAMETER HOLE MIN. 6" DEEP AT THE LOCATION OF THE OMITTED REBAR, AND INSTALL NO. 5 BAR INTO EPDXY FILLED HOLE EPDXY TO BE SIMPSON STRONG TIE EPDXY OR EQUIVALENT. FOLLOW MANUFACTURE'S INSTRUCTIONS. ASSURE THAT ALL DUST AND DEBRIS FROM DRILLING ARE REMOVED FROM HOLE BY USING COMPRESSED AIR PRIOR TO APPLYING EPDXY. ALLOW EPDXY TO CURE TO MANUFACTURER'S SPECIFICATIONS, THEN FILL CELL IN THE NORMAL WAY DURING TIE BEAM POUR. USE 25" MIN. LAP SPLICE. HOOKS AT TOP OF BAR TO BE MIN. 12 BAR DIAMETERS(EXCLUDING BEND), 2. MAY SUBSTITUTE STRAPS/CONNECTORS w/ STRAPS/CONNECTORS OF EQUAL OR GREATER UPLIFT 8 LATERAL RESISTANCE VALUES IN FIELD WITHOUT VERIFICATION, PROVIDED ALL MANUFACTURES INSTALLATION INSTRUCTIONS ARE FOLLOWED. ( EXCEPTION_ SP4/SP6/SP8 MAY BE SUBSTITUTED FOR SSP OR SP1 @SOT. PLT. & SP2 (PTOP PLT). 3. FOR MORTAR JOINTS LESS THAN 114", PROVIDE (1)#5 VERT. IN CONC. FILLED CELL EA. SIDE OF JOINT (BAR DOES NOT HAVE TO BE CONT. TO FTG.) 4. WOOD STUDS MAY BE SUBSTITUTED OF METAL STUDS IN NON -LOAD BEARING WALLS 5. MISSED TIE BEAM STRAPS FOR MASONRY CONSTRUCTION MAY BE SUBSTITUTED WITH ( 1) SIMPSON MTSM16 TWIST STRAP WITH (4) 1/4N2-11,r TAPCONS TO MASONRY AND (7) 10G NAILS FOR UPLIFT LESS THAN 860 LBS- USE TWO MTSM16 FOR UPLIFTS LESS THAN 1720 LBS). NO MORE THAN 10 STRAPS MAY BE SUBSTITUTED OR NO MORE THAN 31N A ROW. IF GIRDER CONNECTIONS ARE MISSED CONTACT ENGINEER OF RECORD FOR SUBSTITUTION. CS1 COVER SHEET & ROOF RAFTER DEMOLITION PLAN 01 CEILING RAFTER DEMO. PLAN & DEMOLITION PLAN 02 FLOOR PLAN 03 EXTERIOR ELEVATIONS 04 EXTERIOR ELEVATIONS 05 ELECTRICAL PLAN S1 FOUNDATION PLAN S2 CEILING FRAMING PLAN S3 ROOF FRAMING PLAN S4 LINTEL PLAN SD1 DETAIL SHEET SD2 DETAIL SHEET MAGNOLIA AVENUE SIDE CLASSIFICATION TYPE: REPAIR SCOPE OF WORK FIRE DAMAGE: REMOVE AND REPLACE DAMAGED RAFTERS PER PLAN. REPAIR DAMAGED MASONRY WALL PER PLAN. REPAIR WALLS PER PLAN. REMOVE AND REPLACE WINDOWS PER PLAN. ROOF RAFTER DEMOLITION PLAN 1 /8"= 1'-01, 1D Q m CO C) y M rn UT N C Z1 jN YOJ N LLCd U) ZtcMZHELIQUzOQ Q w o IL 9 O Q U Q cco J wou wozo 5 (D wwZ Q a 5 w DESIGN DR- LJMBM TDB RHS- UTT BLUE AS NOTED D— 06A8.2012 CS1 SHT 1 OF 12 SwFO R ND cow5moto E p NS ARE A PswFERMIT t55UE0 WiT5 ils pFORPE _ A TO PRTO VIIOLP'TE. ACG'E .{0 gE A I..IGENSEORITY TOY OF THECONSTRUEDToNOTA,s AUTN CANGERKALrTHEOECSNI AL CODES, tE gUILDEC PROVISIONS O PERMIT PR E.O INO A CORR ISSUANCE OE A ,cAFTFR R,'L4R OTJSTRUCTIO`l UEPT FFtOI1 TH o;N T PL N: G HE TION Or ERROR, TH OR OTHER VIOL F^TION OF GENERAL NOTES DESIGN REQUIREMENTS DESIGN LIVE LOADS(MINIMUM): A)ROOFS -20 PSF UTT RESIDENCE 1909 MAGNOLIA AVE. SANFORD, FL 32771 WIND DESIGN LOAD INFORMATION- PER FBRC 2010 SECTION R301, REF. ASCE 7-10) - 6, VERTICAL REINFORCEMENT SHALL BE HELD IN POSITION AT THE TOP AND BOTTOM AND AT A MAXIMUM SPACING OF 8'-0" U.N.O. REINFORCEMENT BASIC WIND SPEED IV..) = 139 MPH (3 SECOND GUST) SHALL BE PLACED IN THE CENTER OF THE MASONRY CELL TYPICAL UNLESS BUILDING CATEGORY = II (ASCE 7-10) OTHERWISE NOTED. SIDES) =8 (ASCE 7-10) WIND EXPOSU E(ALLPRESSUREINTERNALPRESSURE 7-10) 7, REINFORCING STEEL SHALL BE LAPPED MINIMUM 26' UNLESS NOTED 0.1CIENTS(ASCEENCLOSEDBUILDINGS=+/-0.18 OTHERWISE ON THE DRAWINGS. PARTIALLY ENCLOSED BUILDINGS=+/-0.55 8. HOOKS AT TOP & BOTTOM OF VERTICAL REINFORCING BARS TO TIE BEAM NOTE: COEFFICIENTS FOR PARTIALLY ENCLOSED STRUCTURES ARE APPLIED AND FOOTING TO BE NO LESS THAN 12 BAR DIAMETERS EXCLUDING BEND WHEN DESIGN OF MEMSER(S) FALLS UNDER ASCE 7-10 DEFINITIONS CLASSIFYING AS SUCH) 9. EXPANSION TYPE ANCHORS ARE NOT TO BE USED IN TIE BEAM. EMBEDDED ALL COMPONENTS AND CLADDING NOT SPECIFIED ON PLANS SHALL BE ANCHORS OR EPDXY FASTENED STUDS SHALL BE USED. DESIGNED TO WITHSTAND THE FOLLOWING PRESSURES (p-): FOR WALL LOCATIONS: -28.3 PSF,+212 PSF WOOD CONSTRUCTION FOR ROOF LOCATIONS:-499 PSF,+12.2 PSF 1 WOOD CONSTRUCTION SHALL CONFORM TO CAST IN PLACE CONCRETE 1. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF 2500 PSI, A SLUMP OF 4" PLUS OR MINUS 1", AND HAVE 2 TO 4 h AIR ENTRAINMENT, AND A MAXIMUM WATER/CEMENT RATIO OF 0.58. 2. ALL REINFORCING STEEL SHALL BE NEW DOMESTIC DEFORMED BILLET STEEL CONFORMING TO ASTM A-615 GRADE 60. 3, WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-185 FOR 6x6xW14XW14 WWF SHALL BE LAPPED AT LEAST 6' & CONTAIN AT LEAST ONE CROSS WIRE WITHIN THE 6'. FIBERMIX OF EQUAL SPECIFICATIONS MAY BE USED IN LIEU OF WWF. 4, ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH "THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE" ACI 318 LATEST EDITION, AND SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS;"ACI 301. 5, HORIZONTAL FOOTING BARS SHALL BE BENT MIN. 12 BAR DIAMETERS EXCLUDING BEND) AROUND CORNERS OR CORNER BARS WITH MIN. 17' LAP EXCLUDING BEND AT EACH END SHALL BE PROVIDED. 6. MINIMUM LAP SPLICES ON ALL REINFORCING BARS SHALL BE 48 BAR DIAMETERS. BOLTS AND THREADED RODS ALL BOLTS & THREADED RODS TO BE ASTM A307 OR BETTER(U.N.O.) MASONRY WALL CONSTRUCTION 1. HOLLOW LOAD BEARING UNITS SHALL BE NORMAL WEIGHT, GRADE N, TYPE 2, CONFORMING TO ASTM C90, WITH A MINIMUM NET COMPRESSIVE STRENGTH OF 2000 PSI (Pm = 1500 PSI) 2, MORTAR SHALL BE TYPE M OR S, CONFORMING TO ASTM C270 3. HEAD MORTAR JOINTS AT PRECAST WINDOWSILLS TO BE NO MORE THAN T' 4. COARSE GROUT SHALL CONFORM TO ASTM C476 WITH A MAXIMUM AGGREGATE SIZE OF 3/8" AND A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI. 5. VERTICAL REINFORCEMENT SHALL BE AS NOTED ON THE DRAWINGS WITH CELLS FILLED WITH COARSE GROUT. DRAWING INDEX N N N M THE NFPA NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION", LATEST EDITION.(NDS) 2, ALL EXTERIOR WOOD STUD WALLS, BEARING WALLS. SHEAR WALLS AND MISC. STRUCTURAL WOOD FRAMING MEMBERS. (I.E. BLOCKING OR GABLE END BRACING), SHALL BE SPRUCE PINE FIR OR EQUIVALENT. NO. 2 GRADE SHALL BE USED REGARDLESS OF SPECIES. 3. ALL 2X8's OR DEEPER TO BE SYR NO, 2 GRADE FIELD REPAIR NOTES 1. DRILL A 3/4" DIAMETER HOLE MIN, 6' DEEP AT THE LOCATION OF THE OMITTED REBAR, AND INSTALL NO. 5 BAR INTO EPDXY FILLED HOLE EPDXY TO BE SIMPSON STRONG TIE EPDXY OR EQUIVALENT. FOLLOW MANUFACTURE'S INSTRUCTIONS. ASSURE THAT ALL DUST AND DEBRIS FROM DRILLING ARE REMOVED FROM HOLE BY USING COMPRESSED AIR PRIOR TO APPLYING EPDXY. ALLOW EPDXY TO CURE TO MANUFACTURER'S SPECIFICATIONS, THEN FILL CELL IN THE NORMAL WAY DURING TIE BEAM POUR. USE 25' MIN. LAP SPLICE. HOOKS AT TOP OF BAR TO BE MIN. 12 BAR DIAMETERS(EXCLUDING BEND). 2. MAY SUBSTITUTE STRAPS/CONNECTORS W STRAPS/CONNECTORS OF EQUAL OR GREATER UPLIFT & LATERAL RESISTANCE VALUES IN FIELD WITHOUT VERIFICATION, PROVIDED ALL MANUFACTURES INSTALLATION INSTRUCTIONS ARE FOLLOWED. (EXCEPTION: SP4/SP6'SP8 MAY BE SUBSTITUTED FOR SSP OR SP1 @BOT. PLT. & SP2 @TOP PLT). 3. FOR MORTAR JOINTS LESS THAN 1/4", PROVIDE (1#5 VERT. IN CONC. FILLED CELL EA. SIDE OF JOINT (BAR DOES NOT HAVE TO BE TO FTG.) 4, WOOD STUDS MAY BE SUBSTITUTED OF METAL STUDS IN NON -LOAD BEARING WALLS 5. MISSED TIE BEAM STRAPS FOR MASONRY CONSTRUCTION MAY BE SUBSTITUTED WITH (1) SIMPSON MTSM16 TWIST STRAP WITH (4) 1/4N2-1/4" TAPCONS TO MASONRY AND (7)10o NAILS FOR UPLIFT LESS THAN 860 LBS.. USE TWO MTSM16 FOR UPLIFTS LESS THAN 1720 LBS). NO MORE THAN 10 STRAPS MAY BE SUBSTITUTED OR NO MORE THAN 31N A ROW. IF GIRDER CONNECTIONS ARE MISSED. CONTACT ENGINEER OF RECORD FOR SUBSTITUTION. CS1 COVER SHEET & ROOF RAFTER DEMOLITION PLAN 01 CEILING RAFTER DEMO. PLAN & DEMOLITION PLAN 02 FLOOR PLAN 03 EXTERIOR ELEVATIONS 04 EXTERIOR ELEVATIONS 05 ELECTRICAL PLAN S1 FOUNDATION PLAN S2 CEILING FRAMING PLAN S3 ROOF FRAMING PLAN S4 LINTEL PLAN SD1 DETAIL SHEET SD2 DETAIL SHEET BUILDING DATA FLORIDA BUILDING CODE RESIDENTIAL 2010 FLORIDA BUILDING CODE 2010 EXISTING NATIONAL ELECTRICAL CODE (NEC) 2008 EDITION FBC 2010 RESIDENTIAL - PLUMBING FBC 2010 RESIDENTIAL - ELECTRICAL CLASSIFICATION TYPE: REPAIR SCOPE OF WORK ova-''• a:'' FIRE DAMAGE: REMOVE AND REPLACE DAMAGED RAFTERS PERZEZZ ' 7 TC PLAN. REPAIR DAMAGED MASONRY WALL PER PLAN. REPAIR WALLS PER PLAN. REMOVE AND REPLACE WINDOWS PER PLAN. MAGNOLIA AVENUE SIDE ROOF RAFTER DEMOLITION PLAN 1 /8"=1'-0" Q CODS O N m 9 W Im N¢NCO ZMN wOJC N LLa) 04 0 LJ C V) ZHCT mC)W pZ C Z J LLI 0 Q 2 a o w LU rW / VJ Q W if LL LU O 0 W NW O LL S 06Lu Q wQ04 U Jw0LLoz F_ w ww° moo a jos RHSIITT SCALE AS NOTED DATE 06. 18.2012 CS11 SHT 1 OF 12 REMOVE t REPLACE EXIST. CLG. RAFTERS I II II II II II II II I II II II II it II II I II II II II II II II I II II II II II II II I II it II II II 11 II I II it II II II II II I II II II II II II II I II II II II II II II I II II II II II II II I II II II II II I II II II II II II REMOVE 11 II II REPLACE 2x II II CLG. RAFTERS II II Il 1 n II I Q II II II II II II II II n II II II II II II II pu it 11 II II it II 11 it II 11 II II II u u REMOVE t REPLACE 2x6 CLG. RAFTERS MAGNOLIA AVENUE SIDE CEILING DEMOLITION PLAN 1 /8"=1'-0" REMOVE t REPLACE GIRDER PER PLAN 0 LEGEND DEMOLITION NOTES: EXISTING TO REMAIN 1 1. G.C. TO CONTACT DESIGN PROFESSIONAL IF EXIST. CONDITIONS VARY FROM PLANS. EXISTING TO BE REMOVED C = 2. G.C. TO VERIFY WALLS AS NON -LOAD BEARING BEFORE REMOVAL. 3. ALL CHARRED GYPSUM BOARD TO BE REMOVED AND REPLACED. ADDITIONAL WATER AND SMOKE DAMAGED GYPSUM BOARD TO BE REMOVED AND REPLACED AT G.C.'s DISCRETION OR SEALED APPROPRIATELY TO ELIMINATE ODORS. GYPSUM BOARD TO ALSO BE REMOVED AS REQUIRED TO REPLACE INSULATION AFFECTED BY SMOKE. 4. ALL CHARRED WOOD AND SHEATHING TO BE REMOVED AND REPLACED. 5. ALL WINDOWS, DOORS, CABINETRY, COUNTERS, APPLIANCES, FIXTURES AND SHELVING TO BE REMOVED AND REPLACED AT G.C.'S DISCRETION OR SEALED/CLEANED APPROPRIATELY TO ELIMINATE ODORS/STAINS. G.C. TO SHORE ALL ROOF — — — — i — NOTE: FRAMING BEFORE REMOVAL REMOVE t T I ALL INTERIOR DOORS ARE REMOVED OF LOAD BEARING WALL. REPLACE EXIST. I REMOVE t & REINSTALLED IF POSSIBLE. WINDOW I REPLACE EXIST. F== I REPLACE DAMAGE DOORS AS REQ'D. WINDOWS \ I REMOVE t REPLACE 2x6 CLG. RAFTERS REMOVE I ! D12 EPLACE WALL PER . 3 t 4 _ ON SHEET F REMOVE t REMOVE t REPLACE EXIST. REPLACE EXIST. 4,_0. I I \ / REMOVE t WINDOWS WINDOWS I REPLACE EXIST. DOORS t FIXTURES I I REMOVE t REPLACE EXIST. DOOR 0= — EMOVE t EPLACE EXIST. A i REMOVE t REPLACE EXIST. WINDOW REMOVE t REPLACE EXIST. FIXTURES, APPLIANCES t CABS REMOVE t REPLACE CUT 2x4 STUD REMOVE t REPLACE EXIST. WINDOWS t DOO T I I I I I I I I L—_—\-- J REMOVE t REPLACE ALUM. AWNING ABV. DEMOLITION PLAN 1/8"=1'-0" T - REMOVE t REPLACE EXIST. WALL, DOORS t PPLIANCE TI RE LACE EXIST. I WINDOW F==— . L REMOVE t REPLACE EXIST. DOORS, WINDOWS, r \ FIXTURES, CAB I t SHELVING II / REMOVE t i / \ L y REPLACE EXIST. WINDOW REMOVE t REPLACE EXIST. WALL, DOORS t SHELvING T — — — L REMOVE t REPLACE EXIST. WINDOWS u1 N a N 0 v oWLr Z yO a0 J 0LL y 0 ppOJ ao T o m cc'04 N Nh YNOJ CZMNN LL CU)* Cl)Z F Q QLLIO Z c o ZU)J W Oa of c'A O al W Q U Q M J w O LL p Z F Q 0_ W wW 2 1 oa a Z C/) W M/ BM CHECKED SSPE JOB RHS- UTT S—E AS NOTED DATE 06. 18.2012 SHT 2 OF 12 01 GENERAL NOTES: 1. WINDOW AND DOOR SUPPLIERS SHALL PROVIDE CURRENT ROUGH OPENING INFO WHICH SHALL HAVE PRECEDENCE OVER THE WINDOWAND DOOR SCHEDULES ON PLAN. WINDOWS & DOORS TO COMPLY WITH 2O10 FBC ENERGY EFFICIENCY CODE. 2. DO NOT SCALE PLANS. DIMENSIONS ARE TO BE FOLLOWED AS NOTED. 3. G.C. TO VERIFY ALL DIMENSIONS WITH FIXTURES TO BE INSTALLED TO ENSURE COMPLIANCE 4. THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND IT'S ATTIC AREA BY NOT LESS THAN 1/2" GYPSUM WALL BOARD APPLIED TO THE GARAGE SIDE (INCLUDING ATTIC ACCESSES). PROVIDE 5/8" TYPE "X" GYPSUM BOARD AT GARAGE CEILING ONLY WHEN HABITABLE SPACE IS ABOVE. APPLY PERPENDICULAR TO CEILING FRAMING. 5. DOOR FROM GARAGE MUST BE A MINIMUM 1 3/8" SOLID WOOD 20 MINUTE FIRE RATED DOOR. 6. H.V.A.C. SYSTEM TO BE SIZED AND DESIGNED BY H.V.A.C. CONTRACTOR 7. REFER TO FLOOR PLAN FOR CEILING HEIGHTS 8. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS AT SITE BEFORE PROCEEDING WITH ANY WORK 9. NOTES INDICATING TYPICAL CONDITIONS SHALL APPLY TO ALL LIKE AREAS UNLESS NOTED OTHERWISE 10.IF WATER BASED CEILING TEXTURE IS USED, PROVIDE 1/2" GYPSUM BOARD FOR 16" O.C. FRAMING OR 5/8" GYPSUM BOARD FOR 24" O.C. FRAMING (1/2" SAG -RESISTANT GYPSUM BOARD MAY BE USED I.L.O. OF 5/8" GYPSUM). 11.PROVIDE MIN. 1" DUCT BOARD FOR AHU DUCTS IN GARAGE AND AT CEILING OR WALL PENETRATIONS INTO LIVING SPACE (UNLESS UNIT IS ENCLOSED IN A SEPARATE CLOSET). 12.ANCHOR THE CONDENSER UNIT TO SLAB USING 1/4"x1-1/4" TAPCONS TO ATTACH 4"'L' BRACKETS INTO THE PAD AND THEN USE 3/4" LONG HEX SCREWS (2) ON EACH CORNER TO ATTACH THE'L' BRACKETS TO THE EQUIPMENT. 13. ADD MIN. R7.8 INSULATION TO ALL EXTERIOR WALLS. EXISTING SQ.FT. CALLS EXISTING LIVING 1,753 SQ. FT. TOTAL UNDER ROOF 1,753 SQ. FT. LEGEND Hatch Indicates NEW Cmu Wall T.O.W. @8'-0" A.F.F. Hatch Indicates NEW Cmu Wall T.O.W. @7'-0" A.F.F. Hatch Indicates NEW 2x Framing Load Brg.) Studs @16" o.c. Hatch Indicates NEW 2x Non -Load Bearing Frame Wall Studs @ 24" o.c. Indicates Existing Wall To Remain Indicates Grout Filled Cell With (1) M Vert. #5 Cont. Ftg. To Tie Beam (8'-0" O.C. Max U.N.O.)(Refer To Notes On Cover Sheet) Indicates Grout Filled Cell With (1) Vert. #5 For Conn. To Exist. Tie Beam/Ftg. Refer To Dtl. 7/SD2 Indicates Grout Filled Cell xxxxxx Component Design Pressure (p ) Nn NN s r1 4 p3 D Zd.3 28.J R, p 23 SH 23 SH a. NN ID EXIST. UTILITY ROOM N N I0 I I 3D I I 3068 ROUT FILL EXIST. CELL ^ SOLID R1SH 4068 BF "' t LOWER CA5 IST. KITCHEN GROUT FILL NEW CELL SOLID 3'-II' EXIST. BEDROOM 3 33 SN 20.9274 F-T± 22.6I ± 22.61 2z.6I ± 207 7 4) 24 SH FA EXIST. i CLG. BATH 2 2668 I EXIST. FAM I L1' ROOM I'-IO' CLG. 2) 2068 EXIST. NREF. PINING ROOM 2668 REMOVE t BF I REPLACE CUT 2X4I2668STUD NEW JACK t BYPASS STUDS PER 1 DTL. 4/5DI XIST. NEW FUR LIVING ROOM OUT m 0 24 SH 202 24 5H EXIST. PATIO FLOOR PLAN 1 /8"=1'-0" NOTE: G.0 TO FIELD VERIFY WINDOW/ DOOR SIZES PRIOR TO WINDOW/ DOOR PURCHASE. LOCATIONS OF NEW REINFORCEMENTS MAY BE VARIED BY CONTRACTOR +/- 8" TO AVOID BLOCK WEBS AND/OR OTHER IMPEDIMENTS NOTE: ALL INTERIOR DOORS ARE REMOVED & REINSTALLED IF POSSIBLE. REPLACE DAMAGED DOORS AS REQ'D. 20.9 + 20.9 zz7 v.7 2) 24 SN EXIST. BEDROOM2 NN EXIST. 1111, BATH 111: N N R t 5H y_. TUB I`q 6 w miD = NN 13'-4' + EXIST, BEDROOM 1 M 2) 24 SH 20.9 + 20.9 U N w Q w Wa N of M U N 0 ik o ww a k0 C y o z A O CO N D F Do m N 04oZC, N LL N nNN W Lil2o a g Ww 0¢ O co O chi Z J V O 2 , U O V Q W Q NUC0 J W O L.L p Z F- QW Of w LL LL of H.0))Q L=) —rn IOB RHS-UTT scue AS NOTED DATE 08.18.2012 SHT 3 OF 12 1 02 WHQ ZO a UUW t LU BEARNG BEARING aEl El El LimF N yEl El El w N a o a OO pw FM. FLR v Z d GRADE a OJ O LL EXISTING STRUCTURE TO REMAIN UNCHANGED O O I Do z O in NT FRONT ELEVATION N N L) OJc _ (7 YCE NW 1 /8"=1CD '-0" c U)* M Z o ww QUw0DZcZQ LLl O a w N Ot0 OUO a C, O m VJ o Z D 0 ZOLLIJ Q V Zti h y W ui12ASPHALTSHINGLE5mWJ Qt Q S TO MIATGH EXISTING o 5 r BEARING m. LL w w CclBEARNG Q> V Q M O WwOLLL zp F- w Q FII•L FLR W GRADE o 0 Q EXISTING STRUCTURE tl - U) TO REMAIN UNCHANGED Nx DESIGN DRANM OCHECKED LJM/BM SSPE H RIGHT ELEVATION w roe RHS-UTTz pp" 1'-" 1 /U w O SCALE q5 NOTED DATE OS.t8.2012N 03 K ww x SHT 4 OF 12 wFQ ZO a ASPHALT SHINGLES OFF -RIDGE ROOF U TO MATCH EXISTING VENT (TYP.) W 0 12 5 BEARING U N na W uid ni co w N N # cc C7 FM FLR 4 GRADE pEXISTINGSTRUCTUREPAINTEDCMUTO TO REMAIN UNCHANGED MATCH EXISTING w a 7 oLLw D' U to CD 0 O J Do REAR ELEVATION m N N rn U U7 u rM 1 /8"=1'-01, o N N W LL W mUw Dz Z Q w Oa w o O OUO ice., V/ Z9 m O Z O 0 4 J ASPHALT SHINGLES TO MATCH EXISTING 12 5 z N x w U LU W U C y BEARING o p) cclMEE% LLI L x Q r N N U Q M i WZOu w Zm'_m• o GRADE a U w O PAINTED CMU TO EXISTING STRUCTURE Ui w D) LL ZQMATCHEXISTINGTOREMAINUNCHANGEDoo0) U) N a DESIGN DHAWN LJMA3Mx HS' S CHECKED LEFT ELEVATION w De RHS-UTTRHS- p1/8"-1'-O" w SCALE AS NOTED DATE 06.18.2012m 04 aC wo: xH' SHT S OF 12 ELECTRICAL NOTES: 1. THIS ELECTRICAL PLAN IS TO BE USED FOR PLACEMENT PURPOSES ONLY. DESIGN AND CALCULATIONS TO BE THE RESPONSIBILITY OF THE ELECTRICAL CONTRACTOR. 2. LOCATION OF EXISTING UNDERGROUND UTILITY LINES AND STRUCTURES SHALL BE DETERMINED AND VERIFIED IN THE FIELD PRIOR TO COMMENCING WORK, ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE FOR HIS DAMAGE TO OTHER TRADES. 3. ELECTRICAL BOXES INSTALLED IN FLOORS, WALLS, OR CEILINGS SHALL BE MOUNTED FLUSH WITH FINISHED SURFACE AND CONDUITS AND/OR CABLES SHALL BE CONCEALED UNLESS OTHERWISE NOTED. 4. EXTERIOR, GARAGE, KITCHEN, BATHROOM OR ANY OUTLETS WITHIN 6' OF A WATER SOURCE ARE GFI. 5. ALL SMOKE DETECTORS TO BE INSTALLED PER NEC 2008. 6. ALL 15-20 AMP BRANCH CIRCUITS THAT SUPPLY OUTLETS IN FAMILY ROOMS, DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, BEDROOMS, SUNROOMS, RECREATION ROOMS, CLOSETS, HALLWAYS, OR SIMILAR ROOMS OR AREAS PER NEC 210.12(B) SHALL BE PROTECTED BY AN ARC -FAULT INTERRUPTER(S) OR COMBINATION TYPE. 7. ALL ELECTRICAL WORK AND APPLIANCES SHALL CONFORM TO NEC 2008. 8. EXCEPTIONS FROM GFI REQUIREMENTS SHALL BE PERMITTED PROVIDED LOCATION WHERE EXCEPTION IS DESIRED IS ALLOWED PER NEC 2008. 9. CARBON MONOXIDE ALARMS AS SHOWN PER PLAN. ALARMS SHALL RECEIVE THEIR PRIMARY POWER FROM THE BUILDING WIRING, BE INTERCONNECTED AND HAVE BATTERY BACKUP. A SINGLE COMBO DETECTOR MAY BE USED ILO INDIVIDUAL SMOKE & CARBON MONOXIDE DETECTORS. 10. ALL 120 VOLT 15-20 AMP RECEPTACLE OUTLETS IN FAMILY ROOMS, DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, BEDROOMS, SUNROOMS, RECREATION ROOMS, CLOSETS, HALLWAYS, OR SIMILAR ROOMS OR AREAS PER NEC 210.12(B) SHALL BE TAMPER RESISTANT TYPE PER NEC SECTION 406.11. ELECTRICAL LEGEND SINGLE POLE SWITCH THREE WAY SWITCH OUTLET 110-115 8GF.I. OUTLET 110-115, GROUND FAULT CIRCUIT INTERRUPTER IL w F.I. OUTLET 110-115, WATER PROOF G.F.I. OUTLET 110-115, SPLIT WIRED OUTLET 110-115, CEILING MOUNTED T®i OUTLET 110-115, FLOOR MOUNTED 220-240, SPECIAL PURPOSE OUTLET LIGHT FIXTURE, CEILING MOUNTED LIGHT FIXTURE, WALL MOUNTED LIGHT FIXTURE, HANGING LIGHT FIXTURE, RECESSED cr LIGHT FIXTURE, VAPOR PROOF RECESSED EYEBALL, ADJUSTABLE PC LAMP HOLDER W/ PULL CHAIN FIXTUREnFLUORESCENTFLOODLIGHTS TELEVISION OUTLET TELEPHONE OUTLET 4 INTERCOM CHIMES SD SMOKE DETECTOR CARBON MONOXIDE DETECTOR EXHAUSTFAN QO DISPOSAL Li DISCONNECT SWITCH ELECTRICAL PANEL CEILING FAN, INSTALLED CEILING FAN, PREWIRED J JUNCTION BOX O DIGITAL THERMOSTAT METER NOTE: ENTIRE STRUCTURE TO BE REWIRED. BATH 2 l J , w jw I i3 3 l I EXIST. _- EAMILY ROOM I j EXIST. OUTLET METER FOR DW ICI J=' l EXIST. -- UTILITY ' EXIST. pli ROOM F E I BEDROOM 2 i qpEXIST. KITCHEN i` EXIST. gDINING — NG ROOM i1 1{ RELOCATED ' - ELEC. PANEL - — — q — sDi U EXIST. ST. Z EXIST. ii BATH I J Q ci 5D LIVING ROOM I E--------- [ W w j w J m W c I XE ISTa EXIST. j BEDROOM 3 dt eeeeeee. eeeeeeeeeee 1 w C wQCNEXIST. U J _j w BEDROOM I W o u zo PATIO W ¢ O sc w LL- 0, F- 0) Q 4. =) — (/) DESIGN D- LJMBM ELECTRICAL PLAN 1/ 8"=1'-0" JOB RHS-UTT tLLE AS NOTED DATE 06,18,2012 r' SHT 6 OF 12 FOUNDATION NOTES: 0 1. PROVIDE CONC. OVERPOUR W/ FIBER MESH. THAT MEETS OR EXCEEDS SPECIFICATIONS SET FORTH IN THE FBRC & FBC EXISTING 2010 EDITION). 2. VERT. #5 BAR TO BE HOOKED AT TOP (TIE BEAM END) W/MIN. 12 BAR DIAMETER LEGS EXCLUDING BEND @ EA. END. LAP ZSPLICESSHALLBENOLESSTHAN25". U INDICATES GROUT FILLED CELL WITH (1) VERT. #5 CONT. H a FTG. TO TIE BEAM (8'-0" O.C. MAX U.N.O.)(REFER TO U NOTES) W0 INDICATES GROUT FILLED CELL WITH (1) VERT. #5 FOR CONN. TO EXIST. TIE BEAM/FTG. REFER TO DTL. 8/SD2 U iW yN a W 0 w d N_ ai M W-10' N N u 11_y• civ a O oWOf NZDa0 NOTE: N ALL DIMS ARE APPROXIMATE. p CDm VERIFY IN FIELD. rc z0 O N O H DONQN7yrnUIL) C ZNl1] hN LJL N UjNNaw CONC. OVERPOUR, POUR EVEN WITH w 0 m Q M p Z Z (n QQ EXIST. ROOM FF., PER NOTE - 2 THIS SHT. w w LLI O Q N p U m 0 O 0 oZ A? Nplo Q Q a J y U 0 0L 0 C o m O O O KlwC x W 0 Q N m U Q M mai W e w 0 LL Z ll Z O Q ofc) w ILL o 0) Q n N xDESIGN DRAWN H' OCHECKED LJMBM SSPE FOUNDATION PLAN/ DOWEL LAYOUT w Z SOB RHS-UTT 0 C" AS NOTED DATE N p8.18.2012 S1x D: aaSHT 7 OF 12 II NAILING SCHEDULE: ROOFS: ROOF TO BE 1x8 DECKING. REFER TO DETAIL 3 SHEET 02 FOR NAILING PATTERN. DECKING TO BE PLACED WITH LONG DIMENSION PERPENDICULAR TO SUPPORTS (RAFTERS). NAI LS: NAILS USED IN ALL SHEATHING APPLICATIONS SHALL BE 8d RING -SHANK GUN DRIVEN NAILS. GUN DRIVEN NAILS SHALL HAVE HEAD SIZE 0.28" MIN. NAILS FASTENED IN PT. OR FIRE -RETARDANT -TREATED WOOD SHALL BE HOT DIPPED ZINC -COATED GALVANIZED STEEL, STAINLESS STEEL, SILICON BRONZE OR COPPER. CONNECTION NOTES: ALL RAFTER TO FRAME CONNECTORS TO BE SIMPSON H4 (U.N.O.) ROOF VENTS: 1. VENT SIZES TO BE CALCULATED BY OTHERS 2. VENTS SHOWN ON PLANS ARE TO INDICATE POSSIBLE LOCATIONS AND DO NOT REPRESENT ANY ATTEMPT TO DICTATE LOCATIONS OR CALCULATIONS 3. VENTILATION TO MEET OR EXCEED REQUIREMENTS IN FRC 2010 EDITION 4. ROOF VENT AREA FORMULA: SQ. FT. OF CLG. - AREA OF FREE VENTILATION REQ'D. 150' 300 MAY BE USED WHEN USING EXCEPTIONS PER CODE HEADER SCHEDULE OF JACK STUDS TAG HEADER FASTENERS(U.N.O.) EA END OF HEADER 2)2XB'S W/ (6)16d END NAIL BYPASS H2X8 12" SPACER STUD TO HDR Q EA. END 1 NOTE- 1. HEADER SIZES SHOWN ARE MINIMUM REO.'D PER LOCATION. LARGER HEADERS MAY BE USED WITHOUT APPROVAL FROM DESIGN PROFESSIONAL. CONNECTOR LEGEND HTS20 BEAM TO (2) 2x8 HDR, LSTA24 EA END OF HDR. TO (2) 20 QJACKS STUDS PROVIDE DSP JACK STUDS TO BOT. PLT. & 1/2' WEDGE ANCHOR WITHIN 6' HTS20 BEAM TO (2) 2x4's STUD COL PROVIDE DSP COL TO SOT. PLT_ & 1/1' WEDGE ANCHOR WITHIN 9' PRODUCT APPROVAL CHART SIMPSON CONNECTOR FLORIDA PRODUCT APPROVAL# H1 H10 H10-2 H3 HTS (ALL) FL104% LTS (ALL) MTS (ALL) SSP ABA (ALL) FL10849 HGA10 FL11470 LTT19 FL11496 LSTA (ALL) FL10852 LSU (ALL) FL10447 MTSM16 FL11473 NOTE: ALL DIMS ARE APPROXIMATE. VERIFY IN FIELD. NEW 2.8 CLCi RAFTERS • 16' OZ. W/ (3) 10dx3' TOE NAILS EA END F" 11 i n II II II I NEW 2x6 II CEILING II- RAFTER W/ (6) Ile 10dx3' NAILSAILS 110 EA. E F - II it II M H—1F = Ir T r i II it II II II II I II II II II II II I II 'li II II ii II I II II it II II II I II it it II II II II it II II II . II I II II II II II II I II II it II a II II I u 11 II II u u l Il u u 11 au II i u u u u u u l u 11 II li u u l u u u u u u i u I a II I u u II II u u i I u 11 11 u u i NEW 2x6 CEILING RAFTER W/ (6) 10dx3' NAILS EA. END EXIST. RAFTERS TO REMAIN EW !2) 2x12's W/ I!1' SPACER NEW 2x8 CLG. RAFTERS 16' OL. W/ (3) 10dx3' TOE NAILS EA END EXISTING 2X8 LEDGER ON WALL TO REMAIN 01 T 7e, ua- I it II 9 II 0 II II ,,, I 1 11 11 11 u 11 u I II II II II II II II II II II II II II II it II II II it II II II II it II II II II II II II u u u if 11 II 11 11 1 it 11 II II II II II II I II II II II it II II II I ' II II II u II II II II I II II II u II u II II I III II II II it II I I' NEW 2x6 CEILING RAFTER CEILING FRAMING PLAN 1/8"=1'-0" O 0 N 0 OWtrl QQ a Z N o° p m CCO QNM m ZMN Ynp.J ram c" U) * co p CDUW07Z C p Z C/)Q W Oa of m " O V W V J Z w U WQ wU) or_ u- W man 'g Q r Q M VQ)) C J w O LL W p Z F Q WLu LL rn Q CL .- cn DESIGN CHECKED DRAWN LJM/BM aoe RHS-UTT SLUE qS NOTED DATE 06,18.2012 S SHT 8 OF 122 CONNECTOR LEGEND MSTA24 OR HTS20 RIDGE BOARD TO STUD COL. MSTA24 OR HTS20 COL TO BEAM BELOW 2) 2x4 BUILT UP STUD COL MSTA24 OR HTTS20 RIDGE HIP TO STUD COL HTSM16 W/ (4) 1/4k2-1/4" TAPCONS COL TO CMU HDR. 4O HTSMI6W/(4)1/4'k2-1/4"TAPCONSTOCMU LS50 RAFTER TO HIP PRODUCT APPROVAL CHART SIMPSON CONNECTOR FLORIDA PRODUCT APPROVAL# H1 H10 H10-2 H3 HTS (ALL) FL10456 LTS (ALL) MTS (ALL) SSP ABA (ALL) FL10849 HGA10 FL11470 LTT19 FL11496 LSTA (ALL) FL10852 LSU (ALL) FL10447 MTSM16 FL11473 2m'-F,' W FZAFTEVALLE III Ir r•lil *M Ir j I I It ull II p p= A II= p I 1 U U 1 II I II II II II II II 4IWEwltdIIII II 11 II II p II II II p II j l II II 11 I II II II II II' II II p RllprEf tEILM I II D II II II II II II II II p II I U II II p II I p II I II II II; I II II II II II II II II II II II II p II NI II II 11 II p p II II II II II Illi II II II II II II II II II II it II II II II II II i pl 11 it 11 II I II II it II II II [ II III it II II II II II II II II II II II I II p I II II Ip< III II II II II II II II it II II II II II II II II p II 111 11 0 _ 1 III 11 p 6 p II II II II II II II II II II II II II II p p II €I U II I III p II p II II II II II II 11 II II II II II II II In, p p p pp II € U 11 II II II 11 it II II II II II II II II II I U I II 1 II II II II IIlIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII11IIIIpIIIIIIII1iIIp11p ID E II I II II II p II II II II II II II II II II II II p II i11 II p = II IIp II I II II II II II III 11 II II II II II II II II II II II I {I, ___ _____ II II EXIST. RAFTERS I II II II it II II II p II II II II II II II it II II II II II II 11 11 II TO REMAIN II II II II II. II p II II II II it II II II II II 11 p II II 11 AU ----__ 1 __ —_ III TTPJ I II 11 p 11 II II 11 p II 11 II it II II II II II II II II II II 11 II II III II II II II II p p p pIIIpIIIIIIIIitII 11 II II ---- 1IIIIIppIIIIIIp1111nn I II II II it II II U II € 11 p II II d II II II it II p p --__-- U1511 II II II 11 II II II p p 1 ALUMMUH AWNING I) B7 OTHERB ROOF FRAMING PLAN 1/8"=1'-0" REMOVE 4 REPLACE EXIST. 2x4 SUPPORT N 91 W r O x Z 8 GO U rn m 00 co Q N MU 11J Z c) YO-J 2ENLL CD k CN') 2, F- O co o u) z C Z Q W 0 Q O d Z LIL 0NZ z F- LLI SLL a i m w moll . zz W Q azzi C WzwL-L p Z z O w O O 0 Q cn y DESIGNS D"— LJM/BM OCHECKED SSPE OW JOB RHSLTT SCALE AS NOTED O w DATE 06.18.2012 o xH-I SHT 9 OF 12 V V PRECAST NOTES: 1. PROVIDE FULL MORTAR HEAD AND BED JOINTS. 2. SHORE FILLED LINTELS AS REQUIRED. 3. INSTALLATION OF LINTEL MUST COMPLY WITH THE ARCHITECTURAL AND/OR STRUCTURAL DRAWINGS. 4. LINTELS ARE MANUFACTURED WITH 5-1/2" LONG NOTCHES AT THE ENDS TO ACCOMMODATE VERTICAL CELL REINFORCING AND GROUTING. 5. ALL LINTELS MEET OR EXCEED L/360 VERTICAL DEFLECTION, EXCEPT LINTELS 17'-4" AND LONGER WITH A NOMINAL HEIGHT OF 8" MEET OR EXCEED U180. 6. BOTTOM FIELD ADDED REBAR TO BE LOCATED AT THE BOTTOM OF THE LINTEL CAVITY. 7. 7132" DIAMETER WIRE STIRRUPS ARE WELDED TO THE BOTTOM STEEL FOR MECHANICAL ANCHORAGE. B. CAST -IN -PLACE CONCRETE MAY BE PROVIDED IN COMPOSITE LINTEL IN LIEU OF CONCRETE MASONRY UNITS. 9. SAFE LOAD RATINGS BASED ON RATIONAL DESIGN ANALYSIS PER ACI 318 AND ACI 530 SAFE LOAD TABLE NOTES 1. ALL VALUES BASED ON MINIMUM 4" BEARING. EXCEPTION: SAFE LOADS FOR UNFILLED LINTELS MUST BE REDUCED BY 20% IF BEARING LENGTH IS LESS THAN 6-1/2". SAFE LOADS FOR ALL RECESSED LINTELS BASED ON 8" NOMINAL BEARING. 2. N.R. = NOT RATED. 3. SAFE LOADS ARE TOTAL SUPERIMPOSED ALLOWABLE LOAD ON THE SECTION SPECIFIED. 4. SAFE LOADS BASED ON GRADE 40 OR GRADE 60 FIELD REBAR. 5. ADDITIONAL LATERAL LOAD CAPACITY CAN BE OBTAINED BY THE DESIGNER BY PROVIDING ADDITIONAL REINFORCED MASONRY ABOVE THE PRECAST LINTEL. 6. ONE #7 REBAR MAY BE SUBSTITUTED FOR TWO #5 REBARS IN 8" LINTELS ONLY. 7. THE DESIGNER MAY EVALUATE CONCENTRATED LOADS FROM THE SAFE LOAD TABLES BY CALCULATING THE MAXIMUM RESISTING MOMENT AND SHEAR AT D-AWAY FROM THE FACE OF SUPPORT. 8. FOR COMPOSITE LINTEL HEIGHTS NOT SHOWN, USE SAFE LOAD FROM NEXT LOWER HEIGHT. 9. ALL SAFE LOADS IN UNITS OF POUNDS PER LINEAR FOOT. TYPE DESIGNATION FF = FILLED WITH GROUT U = UNFILLED LXFX-XB LINTEL MARK NOMINAL HEIGHT J L # OF BARS @ BOT. 5 REBAR AT TOP MIN. (1) REQ'D 1-1/2" CLEAR 4 _ C.M.U. PRECAST LINTEL i GROUT (PER PLAN) 5 REBAR AT BOTTOM OF LINTEL CAVITY (PER PLAN) BOTTOM REINFORCING PROVIDED IN LINTEL 8' 59-ACTUAL NOMINAL WIDTH VARIES) PRECAST LINTEL LOAD TABLE COMPSITE W/ 1 #5 TOP & BOTTOM GROUT FILLED SOLID LOADS LISTED BELOW HAVE BEEN CALCULATED OR COMPILED FROM DATA FROM THE FOLLOWING APPROVED MAN. CAST-CRETE, QUALITY PRECAST CO., WEKIWA CONCRETE, LOTT'S CONCRETE, AND FLORIDA ROCK IND. MARK MAX. CUR. OPENING 6" DEEP 14" DEEP 22" DEEP 38" DEEP 8" DEEP 16" DEEP 24" DEEP 32" DEEP L1 V-6" 3984 3665 X X 3166 6039 9004 10000 L2 2'-2" 2745 3665 X X 3166 6039 9004 10000 L3 T-2" 1384 3665 X 2000 1974 4616 7269 9924 L4 4'-6" 1025 - 3960 2000 X 1060 2483 3913 5350 L5 6-4" X X X X 1261 2653 4049 4849 L6 6-2" 524 N/A X X 1055 2542 4029 5D47 L8 8'-0.. 340 N/A X X 635 1534 2436 3127 L9 9'-0" 293 N/A X X 483 1170 1857 2404 L10 10'-0" 212 N/A X X 483 1170 1857 2555 L11 11'-0" 171 N/A X X 488 1224 1966 2721 L12 12'-0" 128 N/A X X 419 1053 1692 2341 L13 12'-8" N/A N/A X X 419 1053 1692 2341 L14 13'-4" N/A N/A X X 334 842 1352 1879 L16 16'-0" N/A N/A X X 272 611 988 1380 L18 18'-0" N/A N/A X X 240 611 1400 1980 L20 20'-0" N!A N/A X X 183 610 1300 1831 L21 20'-8" N/A IN X 1 X 183 610 1300 1831 L22 22'-8" N/A IN X 1X 130 470 1250 1831 1) FOR HEADER DEPTHS DEEPER THAN 32", USE VALUES FOR 32" DEEP HEADER 2) FOR HEADER DEPTHS NOT LISTED ON CHART, USE THE VALUES FOR THE NEXT DEPTH DOWN. ex. L31`12 = L3F8) MORTAR HEADER PLACE LINTEL PLAN 1 / 8"=1 I-01I O 9 N # Lu pZ goo a0 kJ 7 U l 9 CD O m N T CD F 00 NC N N c7 wow ZcoNCU) It(h N LL ZFO DUZ U)Z LL O a 2: O Z 0- Qw w J W Z V) Lu JN crf w LU 1 o Q C4 aQNg LZLI O LL 0 Z Q Z W C E W -LL o Z a: w DESIGN DI OCHECKED SSPE 0 w2 J08 RHS-UTT w SCALE AS NOTED 0 rnDATE 06.18.2012 g arn xs8r 10 or 12 S4 ROOF EDGE ROOF NAILING PATTERN ZONE: ® (3) Ed RING -SHANK SEA. RAFTER ZONE: E] (3) 8d RING -SHANK SEA. RAFTER ZONE: El (3) 8d RING -SHANK SEA. RAFTER OROOF NAILING SCHEDULE DETAIL N.T.S. OOVER POUR DETAIL WE mim IIIIII IIIIII1I WINMimi0-0-low"Imm MEIm M l 5 HOOKS F MN. 12' 25' LAP SPLICE TYP. BUCK SPECIFIED N BY WINDOW/ W DOOR MANUFACTURER 1 NOTES: 1. WINDOW AND DOOR ASSEMBLI 5 TO CONFORM TO FRC 2010 2. 2X PT BUCKS/NAILER5 SHALL EXTEND BEYOND INTERIOR FACE OF WINDOW, FASTEN BUCK TO MASONRY W/ (1) ROW OF 3/16'X4' TAP'CONS 6' FROM ENDS AND I6' OL. MAX. TAPCONS TO BE 11/2' MIN. FROM EDGE OF BUCK 3. BUCKS LESS THAN 2X TO BE FASTENED W/CUT NAILS OR EQUIVALENT, STRUCTURAL CONNECTION OF WINDOW TO STRUCTURE BY OTHERS IN THIS CASE. 4. ADDITIONAL 2X WOOD BUCK MATERIAL MAY BE ADDED TO EXISTING 2X BUCKED OPENING, USE (3)ROWS OF 10dX3' NAILS STAG ERED•12' OL. -EA SUCCESSIVE BUCK 5. MIXING OF IX AND 2X BUCKS SHALL BE PERMITTED FOR THE SAME OPENING IF WINDOW MANUIFACTWRER AND PLAN REQUIREMENiS(FA5TENING) ARE MET. 6. ADDITIONAL WOOD BUCK MATERIAL MAY BE FASTENED TO 2X BUCK W/ (2) ROWS OF 8d NAILS •16' OL. FASTEN WINDOW TO 2X PER WINDOW MANUFACTURERS SPECS. OWINDOW/ DOOR BUCK NOTES MTV CMU WALL LRAINO mU 1)5 CONT. IN TIE BEAM COARSE FOOTING7MAIN PROVIDE HANGERS TO HOLD GROUT TIE BENT BAR IN PLACE DURING POUR COURSE SOLID REFER TO MAN SPECS. FOR SPACING REQUIREMENTS IF REQUIRED NOM. 6' CMU HANGERS NOT REQUIRED IF LINTEL BLOCKS ARE USED AND 2' HOLD IS MET EXIST. TIE BEAM TO REMAIN (TYP. UNOJ SAW CUT BLOCK A5 REQ'D. TO CREATE 5 BARHOOKS, 6' FROM TOP 4 BOT. BEARING FOR NEW AND (U •CENTER HDR TO BE EPDXY W/ 5' EMBED. MORTARED IN INTO ADJ. FILLED PLACE-7 CELL 11II PROVIDE FELT APPROVEDPAPE_ BREAK AT WOOD TO ii M I 10I' i filliiiall HATCH INDICATE S EXIST. CMU WALL TO REMAN (TYP.) ELEVATION D10 HEADER REPAIR @ KITCHEN GROUT FILL EXIST. CELL SOLID W CMII, GROUT FILL CELL SOLID PROVIDE SCREEN WHEN BLOCK BELOW IS NOT REQUIRED TO BE FILLED TIE BEAM DETAIL 5) 10dz3' NAILS - RAFTER TO JOIST 2. SUB -FASCIA u 2) 10dx3' NAILS EA RAFTER 11 RAFTER CONN. DETAIL ROOF DECKING FASTENING PER PLAN 5 HOOKS MIN. R' POURED CELL WA 5 BAR M MCONT. FROTIE BEATO FOOTING. I- 5 BAR CONT. OSTEP DOWN DETAIL aCORNER 3i4"=,'_ 0" RUNNING BAR 5 GORIER BAR GROUTED CELL ALL LAPS 25' MRL OTYP. CORNER WALL REINFORCING N. T.S. 4N0d NAILS EA. COLLAR TIE TO ROOF RAFTER EA END TYP.) NEW 2. 6 RAFTERS 16, D.C. H4 RAFTER TO SILL PLT. PROVIDE 1/2' ALL THREAD 32' O.C. MAX W/ MIN 5' EPDXT EMBED INTO EXIST. TIE BEAM AT NEW RAFTER LOCATIONS ONLY EXIST. CMU WALL TO REMAIN 4"= V 0" REMOVE 4 REPLACE CEILING JOIST EXIST. RAFTERS TO REMAIN EXIST. 2. 6 RIDGE BEAM TO REMAIN 2a8 SPLICE m/ ( 2) ROWS 10da3' NAILS •3' OL. ON EA SIDE OF JONT, REFER TO DETAIL S/ SDI NEW RAFTERS PER PLAN NEW 2. 8 RIDGE BEAM PER PLAN RIDGE SPLICE DETAIL 3i4" -U 2) ROWS STAGGERED 10dz3' NAILS 3' OL. NAIL FROM 3• SPLICE BEHIND x • x • x ELEVATION vIEW 2zS RIDGE BEAR 2.8 SPLICE 2.8 SPLICE SECTION VIEW SPLICE DETAIL 3/ 4"=,'- 0' SIMPBGN' (U LSTAIS SIMPSCIN RAFTER TO RAFTER OVER RIDGE 2x8 RIDGE BEAM 3) 16d TOE NAILS TO RIDGE (TYP.) ST. WALL REMAIN CEILING JOISTPER PLAN W/(5) 10dx3' NAILS EA END h' SAG -RESISTANT- BOARD S CEILING PER PLAN NEW PT NAILER AS REQ'D. NEW 1/2' DRYWALL AS REQ'D. PROVIDE 1/1' ALL THREAD • 32' O. C. MAX W/ MIN 5' EPDXY EMBED INTO EXIST. TIE BEAM AT NEW RAFTER LOCATIONS ONLY EXIST. WINDOW- SILL TO REMAIN NEW P.T. FURRIw 2'-0' OL. AS REQ'D. EXIST. F'RECASI CONC. SILL TO REMAIN NEW R19 INSUL- NEW P.T. NAILER AS REQ'D. EXIST. CONC. - SLAB TO REMA ROOF RAFTERS PER PLAN EXIST. CEILING RAFTERS TO REMAIN (UND.) REMOVE 4 REPLACE R-30 INSULATION SIMPSON' H3 NEW RAFTERS TO SILL PLT. ASPHALT SHINGLES (APPLIED ACCORDING TO MANUF. SPEC) ON 15• ROOF FELT ON ROOF SHEATHING ON ROOF RAFTERS V. V TOP OF MASON ALUM. DRIP EDGE 2. BUB- FASCIA MIN. W/ (2) 10d NAILS • EA TRUSS TO MATCH EXIST. VENTED SOFFIT INSTALL PER MANUR SPEC) EXIST. 2. PT. SILL PLT. TO REMAIN PRECAST LINTEL OPENING N W WINDOW PERQ FLOOR PLAN EXISTINGCMUWALLTO REMAN MAIN FLOOR ELEV 0'-0' EXISTING FOUNDATION I TO REMAIN O9 WALL SECTION 3/8"=V- O" EXIST. RAFTER TO REMAIN EXIST. CMU TO REMAIN O O W Q Z to a0 J ULL y QQ 00 O mN f F (b Cn co N NC7 r. 0J Z MNr- " LL UM ZFO LLI O 7 Z C Z ;UQ W Oa C o CD WC LLI _l H Q f- w W Q Wn wW Q C I U QM J w0 p Z w Q W O LL Wf- Q O_ Z) — U) JOB RHS-UTT j SCALE AS NOTED I DATE 05. 18.2012 SD1 BHT 11 OF 12 W RAFTER eTOBRAFTTE JR 2.10 RIDGE BEAM NEW 5 VERY. INSTALLATION NOTE: OVER RIDGE I. INSTALLATION W/ EXIST. FTG. 3) Ibd TOE NAILS DRILL A 3/4' DIAMETER HOLE (MIN. 6' DEEP) IN EXI5T. FTG. AT THE NEW 2.8 TO RIDGE (TYP.) LOCATION OF THE REBAR TO BE INSTALLED. INSTALL NO. 5 BAR RAFTERS -16' INTO EPDXY FILLED HOLE (EPDXY TO BE SIMPSON STRONG TIE ROOF DECKING Or -PER PLAN EPDXY OR EQUIVALENT. USE MANUFACTURE'S INSTRUCTIONS). FASTENING PER PLAN ASSURE THAT ALL DUST AND DEBRIS FROM DRILLING ARE REMOVED FROM HOLE BY USING COMPRESSED AIR PRIOR TO H4 (U APPLYING EPDXY. ALLOW EPDXY TO CURE TO MANUFACTURER'S 2xb CLG. RAFTER H4 (UNDJ SPECIFICATIONS, THEN GROUT FILL CELL USE 25' MIN. LAP SPLICE W/ (5) 10dx3' NAILS AT BAR HOOKS AT TOP OF BAR TO BE MIN. 12 BAR DIAMETERS EA END EXCLUDING BEND). 77 DRILL 4 EPDXY 5 BAR INTO EXIST. TIE BEAM w/ Z 5) i0dx3'WAILS J 5' EMBED. 25' MIN. LAP. RAFTER TO JOIST HOOKS PER NOTE I HOOKS PER NOTE IABV. (TYPJ TYP.) d 21 SUB -FASCIA w/ — — DRILL EPDXY 5 DTL 3/SD2 EXIST. TIE BEAM TO " 2) 10dx3' NAILS BAR INTO EXIST, TIE NEW TIE BEAM w/ NEW TIE BEAM w/ REMAIN (TYP. UND.) U SEA RAFTER 2x4 UNPILE EXIST. WALL TO NEW WALL PER 2x4 INFILL ME BEAM w/ 5' EMBED. 25' (1) 5 CONT. PER MIN LAP 1) 5 CONY. PER DETAIL b/5DI fnW A9 1 0'D. REMAIN ADD DETAIL 5/SD2 AS O•p PROVIDE 1/2' ALL DETAIL 6/SDI EXIST. CMU WALL STRAPS PE THREAD • 32, OL. MAX EXIST. TIE BEAM TO REMAIN DTL. 5/SD2 W/ MIN. 5' EPDXY TO REMAIN (TYP. EMBED INTO EXIST. TIE UNOJ BEAM AT NEW RAFTER LINTEL PER PLAN LOCATIONS ONLY CONN. EXIST. CMU WALL w :-- -- - ' -- ORAFTERDETAIL TO REMAIN 4"=, -Q" CORNER REMF. PER DTL. 1/SD)) GORT REINF. PER DTL. l/SDI WINDOW OPENRJG GONG. SILL U N Wa. ROOF RAFTER NEW CMU IQ ulPERPLAN 2S' MIN. LAP W CMII HATCH INDICATES w d COLLAR TIE PER WALL 'LEXIST. REMAINTOREMAIN (TYPJ ¢ N 2 PLAN REFER TO NOTE I ABV. u cmO FOR INSTALLATION OF NEW VERT. M5 GROUT FILLED CELL( N EXIST. FTG TO REMAIN (TYP.)4 7k Q cci w T'lEXIST. FTG TO I\ o OfJOIST EXIST. 2x6 CEILING REMAIN (TYPJ U Nz a o REMTOAINJ HATCH INDICATES EXIST. CMU WALL TO REMAIN (TYPJ 35D2 FOR INSTALLATION OF NEW 5 VERT. IN GROUT FILLED CELL (TYPJ N EXIST. WALL 2x6 SCAB (ONE SIDE ONLY). EXIST. CMU WALL p: TO REMAIN W/ (2) ROWS STAGGERED lOdX3. NAILS i0 REMAIN ELEVATION ELEVATION Z Dm cv 6OZ. T CEILING RAFTER 0SIDE WALL REPAIR 0REAR WALL N cj yOJ ZM0404 LL REPAIR DETAIL 1/4"=T-0" BATH 2 „4•'=,'_0" REPAIR @ KITCHEN 1/4"=,'_O' D U) 04 04 W a CL 1) H STRAP PER PLAN o m WU) Q UZQ Z N W OQ NEW 5 VERY. INSTALLATION NOTE: Ill -I6' OL. TOP DBL. 2. TOP PLATE OU DBL. 2x4 TOP PLATE PLT. TO STUD I. INSTALLATION W/ EXISi FTG AND TIE BEAR DRILL A 3/4' DIAMETER HOLE (MIN. 6' DEEP) IN EXIST. 3 TIE BEAM AND EXIST. FTG. AT THE LOCATION OF THE Z 2. STUDS 16' O.C. REBAR TO BE INSTALLED. INSTALL NO. 5 BAR INTO 2. 4 STUDS 16' 2 (OR BETTER) EPDXY FILLED HOLE (EPDXY TO BE SIMPSON STROK' D OL. 4 (OR TIE EPDXY OR EQUIVALENT. USE MANUFACTURE'S m BETTER) INSTRUCTIONS). ASSURE THAT ALL DUST AND DEBRIS Qo MID SPAN BLOCKING MID SPAN FROM DRILLING ARE REMOVED FROM HOLE BY USIW. BETWEEN EA STUD BETWEEN EA STUD COMPRESSED AIR PRIOR TO APPLYING EPDXY. ALLOW O J UN. 0) UNID) EPDXY TO CURE TO MANUFACTURER'S SPECIFICATIONS, u THEN GROUT FILL CELL. USE 25' MIN. LAP SPLICE AT BAR zQ J I/ 1' x T' WEDGE ANCHOR 2) CUT NAILS •24. OL W/ (2) ROWS Z W Z y 2 W/ Ik'xVS' WASHER 6' FROM EA. END OF WALL SSP •I6' Ot. STUD TO STAGGERED CUT XW LV AND - 32' O. (UNDJ2x NAILS • 11' OL. P.T. SOT. REFER TO FOUNDATION Cn2x4 CTPLT P.T. SOT. PLATE STFOUNDATION PLATE PLAN FOR FOOTING SIZE Uw REMAIN AND LCGATIO/J 0 INT. LOAD BRG. WALL INT. LOAD BRG. WALL EXIST. TIE BEAM TO REMAIN m O C DETAIL W/ UPLIFT N.T.S. DETAIL I LW/O UPLIFT N.T.S. W Ccl N L1 a W (V O Q cog 0 w 0 LL r W REFER TO NOTE I FOR V o INSTALLATION OF NEW U) Q 1 ...I • 5 VERY. IN GROUTW F- 0 0 FILLED CELL m Q' W11 ilmZ) U) EXIST. FTGTOREMAIN (TYPJ rn d DESIGN DRAM O LJM/ BM CHECKED SSPE p W oeRHSLTT z SCALEAS NOTED W rnogre 06.18.2012 SD2 ONEW VERT. REINFOR. D' DETAILSHT 12 OF 12 Aug 21 12 10:33a Tropical Plumbing And Se 4075680111 p.2 T CITY OF SANFORD BUILDING & FIRE PREVENTIONAUG01PERMITAPPLICATION 7. Application No: (2- ` ( S ( 7 Documented Construction value: Job Address: ( G /i G ; i / v i _ Historic District: Yes Cl No'3 Parcel ID- Zoning: Description of Work: ii wiz- L" H-C) x C: 0 Z"A-Ir n C%ems Plan Review Contact Person: Title: Phone: Fag: E-mail: Property Owner Information Name Phone: Street: City, State Zip: Resident of property? : Contractor Information Name Phone: C G ? S (o Street: i 4 4 8 i C^c (G ( Qa Fax: _ L.( C . ? C. S cu ! r 9 City, State Zip: 3-2- ff-2- C State License No.: Gl—'C / 6 2 L62 I Name: Street: City, St, Zip: Bonding Company: Address: Building Permit Square Footage: No. of Dwelling Units: Electrical 0 New Service - No. of AMPS: ArchitectlEngineer Information Phone: Fax: E-mail: Mortgage Lender: Address: PERMIT INFORMATION Construction Type: No. of Stories: Flood Zone: Plumbing*, New Construction - No. of Fixtures: Mechanical 0 (Duct layout required for new systems) Fire Sprinkler/Alarm 13 No. of beads: Aug 21 12 10:34a Tropical Plumbing And Se 4075680111 p.4 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 brat a separate permit mast 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 CORIMENCEWM MAY RESULT IN YOUR PAYwG TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COhffd NCEMENT 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 COb" ENCEMENT. 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. S*-t— of owna/Agrm nape Print OwnedAgenes Name Sigoat= of Notary -State of Ma ida MD.- Owner/Agent is Personally Known to Me or Produced ID Type of ID APPROVALS: ZONING: ENGINEERING: COMMENTS: of Cwnuactnr/Age+a Hate Pftxa Ccnti actWABent s Namc signaftue of Noury-State of Flonde 4V Date f Notary public State d Florida Vickie L Clayton Y My commission EE 162962 flog Expires 0312612016 Contractor/Agent is Personally Known to Me or Produced ID Type of ID UTII,ITIES: WASTE WATER: Aug 21 12 10:33a Tropical Plumbing And Se 4075680111 p.3 w I'r tc:al 1'lutlll;iti;& t[tir..lty. 19468 Past Colonial Drive Orlando, M 31)_820: P 407-568-0111 F 407-568-0119 CFC1425621 R14S Construction 522) I lunt Club Blvd 9315 popka, 1-1 32703 ForAllYour Plumbing Needy SALESPERSON JOB L) ndvn 1909 UaLTol3a Ave, Sanford FL Qty Fixtures Rcplpe all 1 Tot and Cold Water Install new water Service (oid galv2ni2ed pipe) Hall Bath 1 Toiler, elongated 1 lav, 19" rd with Mocn chrome faucet existing tub kith existing valve Master Bath 1 '.' oiler elongated 1 Pedestal Lav with moen Faucet 1 shower, pan and mocn chrome valve KitchcD Kitchen Sink 50/50 S/S with chrome Faucet Di3posal 1/2 hp r,,.,,,, rt ll eh.c chsK Trim, Master Bath 1 fall Bath and Kitchen 41 g1I Waf<r Hr..frr r.,, T y Ann t,,tol ink - Sr j'd n an 1 v www. Tropica[Plumbing.com Augus, 17, 2012 EXPIRATION I [Date] PAYMENT TERMS Due upon receipt Total LINE TOTAL 52, 300.00 450. 00 S2, 425.00 4400A) 5, 000.00 Aug 21 12 10:32a Tropical Plumbing And Se 4075680111 p.1 Tropical Plumbing and. Septic Inc. 19468 E. Colonial Dr. Orlando, Fl. 32820 To: From:-yl!'°`rJVi Lie. # CFC1425621 zDate: Office: (407)568-0111 Fag: (407)568-0119 Number of Pages (Including this one) Comments LIUG22 2012CITY OF SANFORD BUILDING & FIRE PREVENTION I PERMIT APPLICATION Application No: Documented Construction Value: $ / I Job Address: / hD l' Sin 4/'/U1& Historic District: Yes No Parcel ID: Flo —9-3 -- 5—// — oa 7D Zoning: / Description of Work: `VZZS e i/^v 4,64Jh/v9'n q a Plan Review Contact Person: (nh a) h Title: i) S 451 Phone: {i%% C '. lv;S Fax: ' V—;7ff E-mail: &I,1/`D Property Owner Information Name 1- 4, S'/16 /2m, U 77 Street: 41oaz %' ylaoji1,)1- Ale - City, State Zip: 39 n k& 14-1 77/ Phone: Resident of property? : )W 2 Contractor Information Name 0,- r), /'`4 Or C, Phone: 'O/7— % '-3,50O' Street: '`/ aces/ &/ 111 1 Fax: mil%%/SS'-,,Wd 7 City, State Zip: /}/ Q YYIO)Il'P SD 7 lq State License No.: Architect/Engineer Information Name: Phone: Street: City, St, Zip: Bonding Company: Address: Building Permit Square Footage: _ No. of Dwelling Units: Fax: E- mail: Mortgage Lender: Address: PERMIT INFORMATION Construction Type: Flood Zone: Electrical X New Service — No. of AMPS: Mechanical (Duct layout required for new systems) No. of Stories: Plumbing New Construction - No. of Fixtures: Fire Sprinkler/ Alarm No. of heads: Cr/r' 1 A1' 5 o2 t,2 i' 0 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. c Signature of Owner/Agent Date Signature of Contractor/Agent Date 1\0nC l , Z OIWWAZCAC Print Owner/Agent's Name Print Contractor/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: UTILITIES: FIRE: to — Signature 9114otarys&e of Date r c m COfifM SSiOhI ;8$lt95 qr a WIRES: Degember 13,014 POFFroBondedihmBudge(No ary hem Contractor/ Agent is personally Known to Me or Produced ID Type of ID WASTE WATER: BUILDING: Rev 11.08 Permit No. Tax Folio No. 36-19-30-510-0000-0170 NOTICE OF COMMENCEMENT State of Florida County of Seminole The undersigned hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. MARYANNE MORSEs CLERK OF CIRCUIT COURT SEMINOLE COUNTY BK 078M pg 15531 tlpgi CLERKIS # 2012076131 RECORDED 06/88/2015 02=06s59 PM RECORDING FEES 10.00 RECORDED BY J Erkenroth(all) 1. Description of property: (legal description of the property, and street address if available) 1909 S MAGNOLIA AVE, SANFORD LEG LOT 17 (LESS S 5 FT) SPENCER HEIGHTS PB 3 PG 15 2. General description of improvement: REPAIR DAMAGE TO RESIDENCE CAUSE BY FIRE 3. Owner information: Name: GLENN LITT AddrPcs• 1909 S MAGNOLIA AVENUE, SANFORD FLORIDA 32771 b. Interest in property: OWNER c. Name and address of fee simple titleholder (if other than Owner): Name: SAME Address: SAME 4. Contractor Name: RHS CONSTRUCTION COMPANY, INC. Phone number: c. Address: 522 HUNT CLUB BLVD, #315 APOPKA, FLORIDA 32703 5. Surety Name NA Address: NA b. Amount of bond: $ NA 6. Lender: Name: BANK OF AMERICA Address: 407-920-0743 b. Lender's phone number: Ta. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes: Name: NA Address: 8.a. In addition to himself or herself, Owner designates NA of to receive a copy of the Lienor's Notice as provided in Section 713.13(t)(b), Florida Statutes. b. Phone number of person or entity designated by owner: NA 9. Expiration date of notice of commencement (the expiration date is 1 year from the date of recording unless a different date is specified) 1 YEAR 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 I, 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. Signature of Owner or Owner's Authorized Offic ire or artner 3n er Signatory's Title/Office The foregoing instrument was acknowledged before me this day of , (year) , by (name of person) as (type of authority, ... e.g. o er, trustee, attorney in fact) for (name of party on behalf of whom instrument was executed) . or,144, hg tt' NOTARY PUBLIC -STATE OF FLORIDA - SEAL) Jason Barnett CERTIFIED COPY M- kommission#DD887458 MARYANNE MORSESturofNotaryPublic o Expir j A 07 Q 3PersonallyKnownORProducedIdentifications i d c Q r107 ty ERK OF CIRCUIT COURT oIVerificationpursuanttoSection92.525, Florida Statutes: Under penalties of perjury, I declare that I have read a'1tiQgipphLORIDA the fact ated in it are tr the est of m wledge and belief. Ry 11MS iN51kuhAll-A Phl,t``Wo B pEpyTY CLERK Signature of Natural Person Signing Above a 2U1z MAME 'ZYt 1ST/ r JUN 2 Rev. date 3/2008 _- ADO R. 51Z2 tFv' 66'16 A J <S—