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Home My WebLink About2200 Cordova Dr 15-2835; REPAIR DUE TO FIRECITY OF SANFORD 1- AL BLD(2, BUILDING &.FIRE PREVENTION SEP Q 2015 PERMIT APPLICATION Application No: f5_35 Documented Construction Value: $ 17511000, Job Address: o'?OD &KdVA bY. FL 31'77/ Historic District: Yes No Parcel ID: 3!0' 19-3a -S3 f — 080D Residential commercial Type of Work: New Addition Alteration Repair Demo Change of Use Move Description of Work:QAPZ'C D 1 C N 1 - D G Qt-- Plan Review Contact Person: Oj- hp rl Title: Phone: yOzyGiU ` Fax: Email: l/1 9// cd Property Owner Information Name- lkl'l kfR,CfX.t'' O Ad 1D f_ k )AOO l5 6ZPer Phone: ` 077- 32 R)` 2F Street: ZZUp anduy L y,. Resident of property? City, State Zip: s50AGId eL 5,2 -7 7/ Contractor Information Name 11 l 42LCa'l'''--r IIIALhMUInC, Phone: 40`7-95, D Street: Fax: qQi -95y D `fDls'1City, State Zip: QV ((CCiQ State License No.: Architect/ Engineer Information Name: Phone: Street: Fax: City, St, Zip: E-mail: Bonding Company: Mortgage Lender: Address: Address: 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. 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. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 5" Edition (2014) Florida ilding/Code Revised: June 30, 2015 Pennit Applicatio I W 2_ ' NOTICE: In addition to the re6irements 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 at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. 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. Agent's Name Af V 4 _y P or a LARRY E. RENOVALES Notary Public - State of Florida A, Commission # FF 191870 My Comm. Expires Jan 21, 2019 44nU Own r n Ts e so a y no `to Me or Produced ID _ t Type of ID G ,1 Signature o ractor Agent Date Kl Print Contractor/Agent's f ame GL+ Sig ure ofNota tate o Florida Date e% DANIEL SCOTT STARR MY COMMISSION # EE 155004 EXPIRES: December 21, 2015 r TFOF F`o\Q Bonded Thru Budge NoNotary Services Contractor/Agent is Personally Known to Me or Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY 11 Permits Required: Building Electrical Mechanical Plumbing Gas[-] Roof Construction Type: Total Sq Ft of Bldg: Occupancy Use: Min. Occupancy Load: New Construction: Electric - # of Amps. Fire Sprinkler Permit: Yes No # of Heads APPROVALS: ZONING: - ->,; UTILITIES: ENGINEERING: COMMENTS: s 51-:,. con Ply FIRE: Flood Zone:. of Stories: Plumbing - # of Fixtures, Fire Alarm Permit: Yes No WASTE WATER: BUILDING: It, Revised: June 30, 2015 Permit Application DFC 2,9 2015 LkLl, _V U'_t;;5J *JV Un " JLU " W_ rrMzr V'VV A ALL RESEDENTIAL PROPERTIES Altamonte Springs,,Casselberry, Longwood, Oviedo,, Sanford, Seminole County, Winter Springs Date:, Project Name; Project Address: 2 ie /L)O2- 64 Building Permit #: Electrical Permit # In consideration for authorizing the appropriate utility company to energize the facility, we agree with and understand the following: 1. This Tug/Pre-power application is valid only for on6-and two-family dwellings. 2. The facility will not be occupied until a certificate of occupancy has been issued. 3. If the jurisdiction hereafter finds that the facility has been occupied before A certificate of occupancy has been issued, the jurisdiction will have the unilateral right to direct the utility to terminate electrical service without notice. Furthermore, we understand and agree that should the jurisdiction exercise such right, the jurisdiction will not be responsible for any damages or costs which may result from the exercise of such right. Also, in the event any third party -claims damages from the exercise of such right, we agree to jointly and ' individually indemnify and hold harmless the jurisdiction from all such damages and costs, including attorney, S fees. 4. Prior to pre -power, the building or structure shall be weather tight and secure. The electrical wiring in the. area designated for pre -power shall be complete and in safe order. All electrical services associated with the area will be 100% complete unless specifically approvedbythe electrical inspector. 5. Interior electrical rooms shall be lockable, if electrical panels are in an area that cannot be locked by doors, the panels shall be equipped with a locking inechanisin (approved by the AHJ). The licensed electrical contractor or his licensed representative shall hold the keys(s) for such access to electrical panels to prevent energizing circuits other than those that are safe. 6. This TUG/Pr6-powei approval is valid for a maximum of 180 days from date of approval. 7. Ifprovided, the f)re sprinkler systern must be operational with water on the system prior to pre power. S. TUG approval is for service and outside GFCI outlets only. 9. Check with the local jurisdiction for fees associated with tugs. PrineName of Owner/Tenant 0 n <-- Sign T kof65, ('*/'/P/", Print Name e Contractor Sign re oGen. Contractor t/'a r / 57 WI - ijen_.tontractor License # JURISDICTION EMPLOYEE NAME:, Print Name of El, Contractor I atuie Of F__,Iitiwtor C-C i5c> 63-71S El. Contractor License # JURISDICTION: CALLED INTO: D Progress Energy u Florida Power and Light on Rev. 02/10115) ORANGE C V N I `' s1, PP H O N E // 407.855.0404 SEP 0 y 'ZU15 Fax// 407.855.o4os C S' C , info@occ911:com FIRE o WIND O WATER BY: CCC1513578 CONTRACT FOR SERVICES, ASSIGNMENT OF BENEFITS, DIRECT PAYMENT AUTIiORIZATION AND HOLD HARMLESS AGREEMENT Date of Loss Type of Loss Insured i /, W 1 Igsurance Company SaimAddress Number City, Zip Telephone Telephone Mortgage Company Loan Number Owyno— Adjustor Email pproved —Loss Amount 1 AGREEMENT: I, the Owner/Agent for the job site listed above, authorize Orange County C struction 911, Inc. (hereinafter referred to as "OCC") to enter my property, furnish materials, supply all equipment and perform all labor necessary to preserve and protect my property from further damage. I agree that the work may be performed by OCC in two stages; stage 1 is for the initial clean out or preservation of property or belongings, and stage 2 is for the reconstruction or repairs. I authorize OCC to work directly with my insurance carrier/adjuster, on my behalf, in the finalization of an insurer -approved repair work scope and then to proceed with the reconstruction process upon its approval. As a material inducement to OCC in signing this contract, I stipulate and agree that the APPROVED work scope and pricing constitutes the agreed upon scope and pricing for this contract for which I agree to pay. Payment terms to OCC are net 30 days. Late charges of 1.5% monthly are charged to any and all unpaid balances. OCC shall be entitled to reimbursement for costs of collections (including reasonable attorney's fees, paralegal and legal assistant fees, and costs, whether a lawsuit is filed or not, including through any appeal) of unpaid amounts owed hereunder. Due to the nature of the work, no completion date is agreed upon. No verbal agreements are binding or enforceable against OCC; however, Owner verbal changes in the work that result in any price increase shall be binding upon Owner and enforceable under this contract. INSURANCE PAYMENT AUTHORIZATION: I understand that OCC has no connection with my insurance company or its adjuster, and that I agree that I am solely responsible for payment of the APPROVED work scope and pricing, including OCC's fees. With respect to this work, I hereby assign any and all insurance rights, benefits, and proceeds -under any applicable insurance policies I have to OCC. I also hereby authorize direct payment of any benefits or proceeds to OCC. I make this assignment and authorization in consideration of OCC's agreement to perform services and supply materials and otherwise perform the work under this -contract, including not requiring full payment at the time of service. I state that the appropriate insurance carrier(s) is/are as listed above. I hereby direct my insurance carrier(s) and mortgage company to release any and all information requested by OCC,. its representative, or its attorney for the purpose of obtaining actual benefits to be paid by my insurance carrier(s) directly to OCC for services rendered or to be rendered hereunder. I authorize my mortgage company to release any funds received for the work hereunder directly to OCC or to hold such funds in trust for OCC. I authorize and direct my insurance company to make payments directly to OCC for the work hereunder. In this regard, I waive my privacy rights with respect to OCC's work and right to be paid hereunder. If payment is sent directly to the Owner/Agent by an insurer or mortgage company, I agree to endorse it and deliver it to OCC within 3 business days. Failure to sign or deliver payment timely shall constitute a material breach of this contract and entitle OCC to record a lien for the unpaid balance plus all direct costs and anticipated profits due under the remainder of the contract work. I agree that I have no basis to delay payment to OCC with respect to any funds I receive directly from my insurer. I agree that any portion of work, deductibles, betterment, depreciation or additional work requested by undersigned, not covered by insurance or otherwise not timely paid to OCC, must be paid by the undersigned. It is the intent of the parties that OCC be an intended third party beneficiary of any and all insurance contracts and proceeds related to the work hereunder. HIDDEN CONDITIONS: I understand that 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 products as part of the restoration process. I understand. it is beyond the expertise of OCC to determine if someone is sensitive to its application and will hold OCC harmless for its use and any damages or injuries related thereto. Also, mold occurs when homes are damaged. Should mold develop, you agree that it is your responsibility to take appropriate action and hire qualified professionals, and not OCC's obligation. You agree to hold OCC harmless for alleged or actual damages or claims related to mold. You hereby agree to waive any recourse against OCC for any mold related damage or injury. Also, OCC is not responsible for preexisting conditions, including but not limited to, rotted wood, construction defects, or any other latent defects affecting the work. However, should OCC be required to perform work related to any such hidden condition or if required by the building department or code enforcement to bring your home up to code or for approval of the work, then you agree to pay for all such costs to be invoiced by OCC as an agreed change to this contract. 1 I 6413 Pinecastle Blvd, Orlando FL 32809, Unit 3 WWW.00C911.COM IORANGE C JI TY C 6N 011 FIRE e WIND e WATER P H O N E // 407.855.0404 FAX // 407.855.0408 info@occ911.com CGC1513578 STOP WORK: In the event OCC is not allowed to completely perform its recommended scope, procedures, or any equipment is removed prematurely, I agree to release and hold OCC harmless and indemnify OGC against all claims or actions: Additionally, stopping work or otherwise any cancellation of this contract, in whole or in part, for any reason other than non performance by OCC after 30 days of being given direction by Owner to begin, will result in damages to OCC which are not capable of calculation at the signing of this contract. If, after signature, customer cancels contract or refuses to allow OCC to complete all work, there will be a cancellation charge of 30% of:the total contract value. The parties stipulate and agree to this amount as liquidated damages for termination of this contract by. customer or deletion of any part of the scope of work- hereunder, plus the value of work actually performed, and entitle OCC to record a lien for any such unpaid amounts. LIMITED POWER'OFATTORNEY: I, the undersigned, grant to OCC or its agent with a limited power of attorney to receive and deposit insurance funds for the work hereunder, and to sign, any checks or other documents on your behalf that are necessary to either receive or deposit insurance funds for the work hereunder. ACCESS: Customer agrees to provide full and complete access to the job site on the day(s) OCC is working. In the event, for any reason, OCC is unable to get full and complete access to the job site, a trip cancellation charge will be imposed based upon the number of workers and lost time assigned to the job on that day. Any cost incurred due to job site condition, delay, or safety considerations will be invoiced as agreed upon additional work and such amounts shall be part of this contract and lienable if not timely paid. INSURANCE: OCC will provide current and updated General Liability Insurance and other Insurance currently maintained by OCC. Owner shall provide Owner's Liability, premises liability, theft liability, and All Risk Builders Risk Insurance for the duration of the project; OCC shall be named as additional insured under all such policies. COLLECTION: Customer agrees that, in the event that any invoice is past due, customer will pay all costs of collection thereof to include any collection agency fees; a reasonable attorney's fee (whether or not a lawsuit is actually filed), including paralegal fees, at trial or on appeal, plus any costs incurred. There shall be no other basis for the recovery of fees under this contract. It is specifically agreed that TIME IS OF THE ESSENCE in paying for work performed. The invalidity or unenforceability of any provision, or a part thereof, shall not impair the validity or enforceability of any other provisions herein. This contract along with the APPROVED work scope, and any other written modifications or invoices, constitute the entire agreement of the parties. Any previous negotiations; representations or agreements that are not expressly set forth herein or in the APPROVED work scope shall have no force or effect. ACCORDING TO FLORIDA'S CONSTRUCTION LIEN LAW (SECTIONS 713.001-713.37, FLORIDA STATUTES), THOSE WHO WORK ON YOUR PROPERTY OR PROVIDE MATERIALS AND SERVICES AND ARE NOT PAID IN FULL HAVE A RIGHT TO ENFORCE THEIR CLAIM OF LIEN FOR PAYMENT AGAINST YOUR PROPERTY. THIS CLAIM IS KNOW AS A CONSTRUCTION LIEN. IF YOUR CONTRACTOR OR A SUBCONTRACTOR FAILS TO PAY SUBCONTRACTORS, SUB -SUBCONTRACTORS, OR MATERIAL SUPPLIERS, THOSE PEOPLE WHO ARE OWED MONEY MAY LOOK TO YOUR PROPERTY FOR PAYMENT, EVEN IF YOU HAVE ALREADY PAID YOUR CONTRACTOR IN FULL. IF YOU FAIL TO PAY YOUR CONTRACTOR, YOUR CONTRACTOR MAY ALSO HAVE A LIEN ON YOUR PROPERTY. THIS MEANS IF A LIEN IS FILED ON YOUR PROPERTY, YOUR PROPERTY COULD BE SOLD AGAINST YOUR WILL TO PAY FOR LABOR. MATERIALS, OR OTHER SERVICES THAT YOUR CONTRACTOR OR A SUBCONTRACTOR MAY HAVE FAILED TO PAY. TO PROTECT YOURSELF, YOU SHOULD STIPULATE IN THIS CONTRACT THAT BEFORE ANY PAYMENT IS MADE, YOUR CONTRACTOR IS REQUIRED TO PROVIDE YOU WITH A WRITTEN RELEASE OF LIEN FROM ANY PERSON OR COMPANY THAT HAS PROVIDED TO YOU A "NOTICE TO OWNER." FLORIDA'S CONSTRUCTION LIEN LAW IS COMPLEX, AND IT IS RECOMMENDED THAT YOU CONSULT AN ATTORNEY. ANY CLAIMS FOR CONSTRUCTION DEFECTS ARE SUBJECT TO THE NOTICE AND CURE PROVISIONS OF CHAPTER 558, FLORIDA STATUTES. I HAVE READ AND UNDERSTAND THE INFORMATION AND HAVE RECEIVED A COPY FOR MY ot, q16 Owner/Agent Signature. ate: OCC resentative: ate: t Owner/Agent Print Name: OCC Representative Print Name: THANK YOU FOR YOUR BUSINESS! 6413 Pinecastle Blvd, Orlando FL 32809, Unit 3 WWW.00C911.COM 5 City of Sanford Residential Alteration / Addition / Renovation Permit Application Guidelines jury 7-D SEP 0 9 2015 BY: All permit application packages must be complete prior to acceptance. You must check each box to the left or indicate n/a on this submittal. A complete application package shall include the following: PERMIT APPLICATION AND SUBMITTAL REQUIREMENTS q/ Building Permit Application completed, signed and notarized. V/ Copy of a contract, signed by the contractor and the property owner, indicating the documented construction value V Application must include correct address and complete. parcel I.D;. number. Contractor information is required to be included on the permit application (if contractor is applicant). Applicant must include the name of the designated plan review contact person, their phone number and either a fax number or email address on the Building Permit Application form. , Ef Copy of the contractor's license issued by the State of Florida (if contractor is applicant). A site specific notarized power of attorney shall be required from the licensed contractor if he/she appoints an employee of his/her company to sign the permit application as the contractor. Certificate of insurance indicating worker's compensation insurance coverage .and naming the City of Sanford as certificate holder, or a copy of a worker's compensation exemption issued by the State of Florida (must be submitted with each application if contractor is the applicant). 11' Completed and signed Owner Builder Statement / Affidavit (if owner is applicant). C Two (2) copies of all applicable plans and related documentation Hand -drawn submittals must be submitted on plain white paper and include accurate dimensions, all details that apply to the project, and must be legible. Please see the following pages for construction document submittal guidelines ** Revised: April 2015 Page 1 of 5 Residential Alter/Add Permit Application Checklist THE CONSTRUCTION DOCUMENTS MUST INCLUDE, AT A MINIMUM, THE FOLLOWING, AS APPLICABLE: SITE PLAN / PLOT PLAN Must indicate the location of the proposed addition. Two (2) copies are required BUILDING PLAN — Structural If any elements of the addition, alteration or renovation involve altering the structure or any structural elements, the following information must be included and must be signed and sealed by a registered design professional. Any alteration or change to an exterior wall is considered structural and requires signed and sealed engineered plans. Two (2) copies of construction documents are required. Construction documents shall indicate code edition being applied Construction type Plans to minimum 1/8" scale C Designer information: name, address, registration #, seal and signature on all signed/sealed pages Page size minimum 22" x 34" All pages numbered and labeled Wind design data required on drawings per FBC 1603.1.4 to meet 139 mph ultimate design wind speed for risk category II buildings (residential) Ultimate design wind speed (Vult) Nominal design wind speed (Vasd) Risk category Exposure category Enclosure classification Internal pressure coefficient Component and cladding design wind pressures in terms of psf Structural Calculations, if necessary FLOOR PLAN — ALL PERMITS (STRUCTURAL/NON-STRUCTURAL) V/ Floor plan must include a layout of the entire home U/ An existing floor plan and a proposed floor plan must be provided, indicating any structural/non- structural elements, electric, mechanical, plumbing, concrete slabs, and any other relevant details. V Must indicate the area that will be altered/renovated ach room must be labeled (Kitchen, Bathroom, Bedroom, Living Room, ect.) ust belegible and to minimum 1/8" scale clude all applicable span lengths and dimensions, including porches Revised: April 2015 Page 2 of 5 Residential Alter/Add Permit Application Checklist ELEVATION (if applicable) Attic ventilation ar Roof pitch 9 Roofing material Exterior finish/stucco thickness Height/bearing elevations Window and door opening locations Chimney location/height ENM GY CALCULATIONS Required for Additions / Removing existing insulation and adding new insulation Converting unconditioned space to conditioned space. Form 402 or Form 405 FOUNDATION / SLAB q/ Foundation planZFilledcellswith reinforcement locations i` Footer denotation/details Footers minimum 12" below grade Interior bearing walls/pads Porch pads/footers j Brick ledge detail Slab thickness/steel/fiber mesh Vapor barrier/termite treatment type Reinforcing steel over lap Relieving arch steel at pipe penetrations All wood minimum 6" above grade Crawl space ventilation ELECTRICAL (if applicable) Please note: any renovation, alteration or addition will require the entire home to be updated with smoke detectors, located as requiredfor new construction per FBCR R314 Level 1 Alterations will require 10 year, non -removable battery smoke detectors. Electrical, existing floor plan and proposed floor plan for the work area. Location of receptacles, switches, lighting, fans, disconnecting, service panels, ect. Service riser diagram (for new service, service rebuilds or upgrades to service size) Bonding/Grounding Electrical load calculations Re -wire of 50% or more of home Additions, required on existing home to verify service size is sufficient' GFCI protection AFCI protection Tamper resistant outlets Smoke/CO alarm locations Revised: April 2015 Page 3 of 5 Residential Alter/Add Permit Application Checklist MECHANICAL (if applicable) Equipment location Anchorage for condenser, engineered to meet wind loads Protection in garage locations Clearances at equipment Structural detail for air handler in attic Room ventilation Adding or modifying ductwork requires a duct layout. Duct layout must include a floor plan and indicate the duct sizes, R-value, register sizes Exhaust Bath exhausts size and termination Dryer exhaust discharge/make up air Energy calculations with equipment sizing calculations for new HVAC installations PLUMBING (if applicable) Plumbing drain, waste and vent schematic for new plumbing installations Bathroom or Kitchen existing floor plan and proposed floor plan. FUEL GAS (if applicable) BTUs each outlet and total BTUs Pipe type and total length LP regulator and model type Combustion air vents Location of equipment Venting Gas Type Gas Pressure Gas piping riser ROOF TRUSS LAY OUT (for new engineered trusses) Truss I. D. #s Layout, required on plans and a copy included with truss package Signed/Sealed truss engineering package Strapping/fasteners/truss tie -downs DJETAIL SHEETS OR NOTES 11 Footings Beam to wall and/or post attachments Post/column and beam construction Interior bearing walls Stairs section Chimney construction VDormer construction Floor framing Entry construction Arched windows Bay windows Frame to block connections Knee wall construction Sky light framing Top plate splicing requirements Revised: April 2015 Page 4 of 5 Residential Alter/Add Permit Application Checklist y Steel requirement's (footer, lintel, vertical pour) Grade Over lap Veneer Shear wall locations and construction Connectors Fasteners Roof sheathing & diaphragms Fasteners Blocking. Wall and gable sheathing fastening Gable end, frame and block, vaulted and flat Conventionally framed roof members Glass block Header schedule, including strapping/anchorage and frame supports (bearing walls) Bearing/non-bearing wall detail Typical wall section detail, one and two story, block and frame, for all scenarios Connectors Anchorage bolts Materials and assembly v Roofing components Underlayment Shingles / Tile / TPO / Rolled Off -ridge vents Window and mullion installation instructions Garage door, sliding glass door and swing door installation instructions Siding installation instructions Soffit installation instructions Glass block installation instructions Engineered lumber products installation instructions PR UCT APPROVAL VCompleted Sanford Product Approval specification sheet Florida Product Approval can be located at www.floridabuilding.org. Product Approval must be approved under the current code edition FS 553.842,.FAC 61G20-3 - These guidelines were compiled to assist the applicant in preparing a- residential alteration / addition / renovation permit application submittal and may not be complete. The applicant is required to meet all city of Sanford, state, and federal requirements. Revised: April 2015 Page 5 of 5 Residential Alter/Add Permit Application Checklist THIS INSTRUMENT PREPARED BY: Name: ., . n Address:Vla%%, %-vuutj wiwuwuvu /u Itm. 6413 Pinecastle Blvd..Unit,#3 Orlando, FL 32809 NOTICE O!" C®IV MENCEMEIIT State of Florida County of Seminole i li € Permit Number: d'CJ Parcel ID Number: 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. DESCRIPTION OF PROPERTY: (Legal description of the property and street address if available) 2_ZOn it mrAnv&'NY' : Lin r l , 1'L. 3az -t- 771 - t_n -5 la * 9 4-1 n '-L P>LY, 2- 7-2.3$ PT g-Ed 9AW6-a DF 510 1101L LbTS U J_ 141l.y Q& 1Jt=j L1 40 I- 56LY 01-J SLy 1-1 COt.DNI AL N.1Ay /sP FT SWLy TD B c6,i+6k1ar P"k__PBy GENERAL DESCRIPTION OF IMPROVEMENT: OWKICO in,cnonn n'r1nh1. Nam Addr Fee Simple Title Holder (if other than owner) Name: Address: Persons within the State of Florida Designated by Owner upon whom notice or other documents may be served as provided by Section 713.13(1)(b), Florida Statutes. Name: Address: In addition to himself, Owner Designates Section 713.13(1)(b), Florida Statutes. of To receive a copy of the Lienor's Notice as Provided in Expiration Date of Notiice of Commencement (The expiration date is 1 year from date of recording unless a different date is specified) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART 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. Under penalties of perjury, I declare that I have read the foregoing and that the facts stated in it are true to the best of my knowledge and belief. Wa, IZ) 2g, / L, Owner' s Efign9ture Owners Printed Name —` Florida Statute 713.13(1)(g): "The owner must sign the notice of commencement and no one else may be permitted to sign in his or her stead." State of ---L County of/IU Lk The foregoing instrument was acknowledged before me this ZQ day of d , 20 /5 by l C r _ Who is personally known to me Name of person m ing statement __7 --> OR who has produced identification, type of identification produced: z C4 y TAWPUDCOPY— P RY ' ORSE CLERKOFTH ' IR.0 r'JRTAN. ITT COMPTR01 DERisSEMINOLEOUN „ R' Y QEPUTYCoRK iiS771LC[.lrpp 90ilu ry LARRY E. RENOVALES O+PSr NotaryPublic - State of Florida i • F,o. Commission # FF 191870 My Comm. Expires Jan 21, 2019 REQUIRED INSPECTION SEQUENCE RP# # 1 5 - 2 A i g; Address: e-4'00 C'c2 o a BUILDING PERMIT Min Max Inspection Description Footer / Setback Stemwall Slab / Mono Slab Prepour Lintel / Tie Beam / Fill / Down Cell Sheathing — Walls to Sheathing — Roof Zo Roof Dry In Z p Frame L, o Insulation Rough In Firewall Screw Pattern Drywall / Sheetrock Lath Inspection Building Ceiling Air Barrier Insulation Roof (Com'l) Building Ceiling Grid Final Roof Final Stucco / Siding Insulation Final Final Utility Building Final Door Final Window Final Screen Room Final Pool Screen Enclosure Final Solar Pre -Demo Final Demo Final Single Family Residence Final Commercial — New Final Commercial — Addition / Alteration Final Commercial — Change of Use C1 Final Building (Other) Min Max Inspection Description Electric Underground Footer / Slab Steel Bond Electric Ceiling Rough Electric Wall Rough Electric Rough .. Pre -Power Final Temporary Pole mo Electric Final PLv1VIiBIN.a. V°YR.P,_. EE_,:'RF#"M"aIiT. T`i*" h S x r wa Inspection DescriptionMinMax Roof Storm Drain Rough Plumbing Underground Plumbing 2"d Rough Plumbing Tubset Plumbing Sewer Plumbing Grease Trap Rough Plumbing Steam / Chill Water Rough Plumbing Final Min Max Inspection Description Mechanical Rough Mechanical Fire Damper Framing Mechanical Ceiling Rough Mechanical Fire Damper Annular Space Mechanical Insulation Wrap Mechanical Fire Damper Angle Light / Water Test Ck Welds Mechanical Grease Duct Wrap I a o Mechanical Final REVISED: June 2014 n KLLORD COPY FORMS FLORIDA BUILDING CODE, ENERGY CONSERVATION FORM 402-2010 Residential Building Thermal Envelope Approach ALL CLIMATE ZONES cope: Compliance with Section 402 of the Florida Building Code, Energy Conservatidn, shall be demonstraledby the use of Form 402 for single- and multiple -family residences of threestonesorlessmheight; additions to existing residential buildings, renovations to existing residential buildings; new heating. cooling, and watec,heating systems m existing buildings; asapplicable.To comply, a building must meet or exceed all of energyefficiency requi"merits on Table 402A and all applicable mandatory requirements summarized m Table 402B of this form. If a building does not comply with this method or Alternate Form 402, d may still comply under Section 405 oft a Florida Building Code, Energy Consenlation. PROJECT NAME: AND ADDRESS: 1I ' ReSIDEAIeC r2fif} coRU4Vl D; S'' 1W F0Q ,FL 32721 BUILDER: AeW A) br—COO 1 C0,4):5J ,, UC / alt.F PERMITTING_ ,,` OFFICE: N 9 OWNER: hW e p PERMIT Nxlk JURISDICTION NO.: R1Sa0 General Instructions:- 1 New construction which incorporates an of the followingg features cannot comply using this method: glass areas In excess of 20 peicent of conditioned floorarea, electric resistance heat andairhandlerslocatedinattics: Additions 600 sq.ff., renovations and equipment changeouts may comply by this method with exceptions given. 2. Fillinalltheapplicablespacesof.the "To"Be Installed" column on Table`402A with the information requested, All "To Be; Installed" values must be equal to or more efficient than the required levels., 3. Complete page 1 based on the To Be, Installed" column information. 4. Read the requirementsof Table 402E and check each box to indicate your intent to comply with all applicable items. 5. Read, sign and date the "Prepared By" certification statement at the bottom of page 1. The owner or owner's agent must also sign and date the form. Dives D,!.,. G. 4 2010 FLORIDA BUILDING CODE ENERGY CONSERVATION 1) Each component present -in the As Proposed home must meet or exceed each of the"applicable performance criteria in order to comply with this code using this 'method; ' otherwise Section 405 compliance must be used. 2) W indows and doors qualifying as glazed fenestration areas must comply with both the maximum U-Factor and the maximum SHGC (solar Heat Gain Coefficient) criteria and have a maximum total window area equal to or less than 20 % of the conditioned floor area (CFA); otherwise Section 405 must be used for compliance.' Exception: Additions of`600 square feet (56 m2) or less may have a maximum glass to CFA of 50 percent. 3) R°values are for insulation material only as applied in accordance with manufacturers' installation instructions. For mass walls, the "interior of wall" requirement must be met except if at toast 50 % of the R-6 insulation required'for the "exterior of wall" is installed exterior of, or integral to, the wall. 4) Ducts 8 AHU installed substantially leak free pet Section 403.22.1. Test by Class 1 BERS rater required. Exception: Ducts installed onto an existing air, distribution system as part of an addition or renovation; duct must be R-6 installed per Sec. 503.2.7.2, 5) For all conventional units with capacities greater than 30.000 Btu/hr. For other types of equipment,'see Tables 503.2.3(1-8). Exception: The prohibition on electric resistance heat does not apply to additions, renovations and new heating systems installed in existing buildings. 6) For other electric storage volumes: minimum EF = 0.97-(0.00132 xvolume). 7) For other natural gas storage volumes, minimum EF = 0,67-(0.0019 x volume). TABLE402E MANDATORY'REOUIREMENTS COMPONENTS SECTION REQUIREMENTS. - CHECK To be caulked, gasketed, weatberstrippep or otherwise sealed. Recessed lighting IC -rated as meeting ASTM EAirleakage402A283. Windows and doors = 0.30 cfnVsq ft. Testing or visual inspection required. Fireplaces: gasketed doors & outdoor combustion air Ceilings/knee walls 4052.1 R•19 space permitting. Programmable thermostat Where forced -air furnace is primary system, programmable thermostat is required. Air distribution system 403.2 : Ducts in attics or on roofs insulated to R 8; other ductsR-6. Ducts tested to O. =.0.03 by a Class 1 BERSS.rater. Heal trap required for vertical pipe risers. Comply with efficiencies in. Table 403.4.32 Provideswitch or dearly Waterheaters403.4 marked circuit breaker (efednc) or shutoff _(gas). Circulating systempipesinsulated to = R-2 + accessible manual OFF switch. , Swimming pool & spas 403.9 Spas and heated pools must have vapor -retardant covers or a liquid cover or other means proven to reduce heal loss except if 70% of heat from sde-recovered en::Offlume'switch required.. Gas heaters minimum thermal ergyor efficient = 19;0 82 % after 4/16/13 . Heatpump um healersminimum COP= 4.0. y -: Sizing calculation 1performed,& attached. Minimum efficiencies per Tables 503.2.3. Equipment efficiency verification Cooling/heatingequipment403.6 required. Special occasion cooling or heating capacity requires separate system or variable capacity system. Electric heat > VkW must be divided into two or more stages, Lighting equipment 404:1 At least 50 % of permanently installed lighting fixtures 'shall be high -efficacy lamps. S p€ i Florida BCIS Home Log In User Registration i Hot Topics Submit Surcharge Stats & Facts ; Publications FBC Staff , `BCIS.Site Map Links Search usinesl). a Product Approval I 'Profs S a ,->_ USER: PublicUser Requlatian Product Approval Menu > Product or Application Search > Application Llst > Application Detail y/ ri-a N i k s FL # FL5444-R8 Application Type Revision Code Version 2014 i Application Status Approved I Comments Archived Product Manufacturer CertainTeed Corporation -Roofing Address/Phone/Email 18 Moores Road Malvem, PA 19355 610) 651-5847 mark.d.hamer@saint-gobain.com Authorized Signature Mark Harper rnark.d.hamer@saint-gobain.com DINGTechnicalRepresentativeMarkD. Hamer Address/Phone/Email 18 Moores Road Malvem, PA 19355 Swop,®- 610) 651-5847 Mark.D.Harner@saint-gobain.com d ? FOAR Quality Assurance Representative Address/Phone/Email # _ Category Roofing Subcategory Asphalt Shingles Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received 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 Sections from the Code Robert Nieminen PE-59166 UL LLC 07/03/2017 John W. Knezevich, PE j Validation Checklist - Hardcopy Received FL5444 R8 COI 2015 01 COI Nieminen odf Standard Year ASTM D3161, Class F 2009 ASTM D3462 2009 ASTM D7158, Class H 2O08 Product Approval Method Method 1 Option D I Date Submittedi Date Validated Date Pending FBC Approval Date Approved Summa of Products I kj 03/16/2015 03/23/2015 03/26/2015 06/23/2015 FL # Model, Number or Name Description 5444.1 CertainTeed Asphalt Roofing Shingles 3-tab, 4-tab, strip (no -cut-outs), laminated and architectural asphalt roof shingles 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 for Limits of Use Installation Instructions FL5444 R8 II 2015 03 FINAL ER CERTAINTEED Asohalt Shingle FL5444-R8 pdf Verified By: Robert Nierninen, PE PE-59166 Created by Independent Third Party: Yes Evaluation Reports FL5444 R8 AE 2015 03 FINAL ER CERTAINTEED Asohalt Shingle FL5444-R8 pdf Created by Independent Third Party: Yes Contact Us :: 1940 North Monroe Street Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida :: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter-455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: sC.C.-uiiR xttrrr:,rs::3 I DRTTRINITY ERD EVALUATION REPORT CertainTeed Corporation 18 Moores Road Malvern, PA 19355 EXTERIOR RESEARCH & DESIGN, LLC. Certificate of Authorization #9503 353 CHRISTIAN STREET, UNIT #13 OXFORD, CT 06478 PHONE: (203) 262-9245 FAX: (203) 262-9243 Evaluation Report 3532.09.05-119 FL5444-R8 Date of Issuance: 09/22/2005 Revision 9: 03/06/2015 SCOPE: This Evaluation Report is issued under Rule 61G20-3 and the applicable rules and regulations governing the use of construction materials in the State of Florida. The documentation submitted has been reviewed by Robert Nieminen, P.E. for use of the product under the Florida Building Code and Florida Building Code, Residential Volume. The products described herein have been evaluated for compliance with the 5th Edition (2014) Florida Building Code sections noted herein. DESCRIPTION: CertainTeed Asphalt Roofing Shingles. LABELING: Labeling shall be in accordance with the requirements of the Accredited Quality Assurance Agency noted herein and FBC 1507.2.7.1. CONTINUED COMPLIANCE: This Evaluation Report is valid until such time as the named product(s) changes, the referenced Quality Assurance documentation changes, or provisions of the Code that relate to the product change. Acceptance of this Evaluation Report by the named client constitutes agreement to notify Robert Nieminen, P.E. if the product changes or the referenced Quality Assurance documentation changes. TrinityJERD requires a complete review of this Evaluation Report relative to updated Code requirements with each Code Cycle. ADVERTISEMENT: The Evaluation Report number preceded by the words "TrinitylERD Evaluated" may be displayed in advertising literature. If any portion of the Evaluation Report is displayed, then it shall be done in its entirety. INSPECTION: Upon request, a copy of this entire Evaluation Report 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 Evaluation Report consists of pages 1 through 9. Prepared by: Robert J.M. Nieminen, P.E. Florida Registration No. 59166, Florida DCA ANE1983 The facsimile seal appearing was authorized by Robert Nieminen, P.E. on 03/06/2015. This does not serve as an electronically signed document. Signed, sealed hardcopies have been transmitted to the Product Approval Administrator and to the named client CERTIFICATION OF INDEPENDENCE: 1. Trinity IERD does not have, nor does it intend to acquire or will it acquire, a financial interest in any company manufacturing or distributing products it evaluates. 2. Trinity I ERD is not owned, operated or controlled by any company manufacturing or distributing products it evaluates. 3. Robert Nieminen, P.E. does not have nor will acquire, a financial interest in any company manufacturing or distributing products for which the evaluation reports are being issued. 4. Robert Nieminen, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. S. This is a building code evaluation. Neither Trinity I ERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. i F IJ RINI ; ERD ROOFING SYSTEMS EVALUATION: 1. SCOPE: Product Category: Roofingg Sub -Category: Asphalt Shingles Compliance Statement: CertainTeed Asphalt Roofing Shingles, as produced by CertainTeed Corporation, have demonstratedIcompliancewiththefollowingsectionsoftheFloridaBuildingCodeandFloridaBuildingCode, Residential Volume through testing in accordance with the following Standards. Compliance is subject to the Installation Requirements and Limitations / Conditions of Use set forth herein. 2. STANDARDS: Section Property Standard Year 1507.2.5, R905.2.4 Physical Properties ASTM D3462 2009 1507.2.7.1, R905.2.6.1 Wind Resistance ASTM D3161, Class F 2009 1507.2.7.1, R905.2.6.1 Wind Resistance ASTM D7158, Class H 2O08 i3. REFERENCES: Entit1 Examination Reference Date UL (TST 1740) ASTM D3161 94NK9632 05/15/1998 1 UL (TST 1740) ASTM D3161 99NK26506 11/23/1999 UL (TST 1740) ASTM D3161 03CA12702 05/27/2003 UL (TST 1740) ASTM D3161 03CA12702 06/16/2003 UL (TST 1740) ASTM D3161 03NK29847 10/03/2003 UL (TST 1740) ASTM D3161 04CA11329 05/24/2004 UL (TST 1740) ASTM D3161 04CA32986 12/03/2004 UL (TST 1740) ASTM D3161 05NK07049 04/15/2005E UL(TST 1740) ASTM D3161 OSNK16778 OS/12/2005 UL (TST 1740) ASTM D3161 05CA16778 05/12/2005 Jl UL (TST 1740) ASTM D3161 05NK14836 05/22/2005 UL (TST 1740) ASTM D3161 05NK22800 06/22/2005 UL (TST 1740) ASTM D3462 R684 09/21/2005 UL (TST 1740) ASTM D7158 05NK08037 06/28/2006 UL (TST 1740) ASTM D3161 & D3462 09CA28873 07/23/2009 I UL (TST 1740) ASTM D3462 IOCA41303 10/07/2010 UL (TST 1740) ASTM D3161 IOCA41303 10/08/2010iUL (TST 1740) ASTM D7158 IOCA41303 10/27/2010 UL (TST 1740) ASTM D3161 & D3462 IOCA44960 11/11/2010 U L LLC (TST 9628) ASTM D3161, D3462 & D7158 13CA32897 11/21/2013 i UL LLC (TST 9628) ASTM D3161, D3462 TFWZ.R684 04/22/2014 UL LLC (TST 9628) ASTM D7158 TGAH.R684 04/22/2014 I UL LLC (QUA 9625) Quality Control Service Confirmation Exp. 07/03/2017 4. PRODUCT DESCRIPTION: 4.1 CT20T", XTT"' 25, XTT' 30 and XTT" 30 IR are fiberglass reinforced, 3-tab asphalt roof shingles. 4.2 Carriage House Shangle®, Centennial Slater"', Grand Manor Shangle®, Landmark-, Landmark- IR, Landmark- Pro, Landmark*" Premium, Landmark— TL, Landmark'" Solaris and Landmark— Solaris IR are fiberglass reinforced, laminated asphalt roof shingles. 4.3 Presidential Shaker"', Presidential Shake- IR and Presidential Shake TLT" are fiberglass reinforced, architectural asphalt roof shingles. 4.4 Hatteras*"", Highland Slater" and Highland Slate— IR are fiberglass reinforced, 4-tab asphalt roof shingles. 4.5 Patriot- is a fiberglass reinforced asphalt roof strip -shingle (with no cut-outs) providing a laminated appearance I through an intermittent shadow line with contrasting blend drops for color definition. 4.6 Presidential Accessory, Accessory for Hatteras, Shangle RidgeTM, Shadow RidgeT"', Cedar Crest*"' and Cedar CrestT'" IR are fiberglass reinforced accessory shingles for hip and ridge installation. i 4.7 Any of the above listed shingles may be produced in AR (algae resistant) versions. Exterior Research and Design, LLC. Evaluation Report 3532.09.05-119 Certificate of Authorization N9503 FL5444-R8 Revision 9: 03/06/2015 Page 2 of 9 TRINITY ERD 5. LIMITATIONS: 5.1 This is a building code evaluation. Neither Trinity ERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. 5.2 This Evaluation Report is not for use in the HVHZ 5.3 Fire Classification is not part of this Evaluation Report; refer to current Approved Roofing Materials Directory for fire ratings of this product. 5.4 Wind Classification: 5.4.1 All shingles noted herein are Classified in accordance with FBC Tables 1507.2.7.1 and R905.2.6.1 to ASTM D3161, Class F and/or ASTM D7158, Class H, indicating the shingles are acceptable for us in all wind zones -up to Vald = 150 mph (V,,It = 194 mph). Refer to Section 6 for installation requirements to meet this wind rating. 5.4.2 Presidential Accessory, Accessory for Hatteras, Shangle Ridge, Shadow Ridge and Cedar Crest hip & ridge shingles have been evaluated in accordance with ASTM D3161, Class F when BASF Sonolastic NP 1 adhesive or Henkel PL® Polyurethane Roof & Flashing Sealant, applied as specified in manufacturer's application instructions, indicating the shingles.are acceptable for us in all wind zones up to Va,d = 150 mph (V,it = 194 mph). 5.4.3 Classification by ASTM D7158 applies to exposure category B or C and a building height of 60 feet or less. Calculations by a qualified design professional are required for conditions outside these limitations. Contact the shingle manufacturer for data specific to each shingle. 5.4.3.1 Analysis in accordance with ASTM D7158 indicates the measured uplift resistance (RT) for the CertainTeed asphalt roofing shingles listed in Section 4.1 through 4.5 exceeds the calculated uplift force (FT) at a maximum design wind speed of Va,d = 150 mph (V It = 194 mph) for residential buildings located in Exposure D conditions with no topographical variations (flat terrain) having a mean roof height less than or equal to 60 feet. The shingles are permissible under Code for installation in these conditions using the installation procedures detailed in this Evaluation Report and CertainTeed minimum requirements, subject to minimum codified fastening requirements established within any local jurisdiction, which shall take precedence. 5.5 All products in the roof assembly shall have quality assurance audits in accordance with the Florida Building Code and F.A.C. Rule 61G20-3. 6. INSTALLATION: 6.1 Roof deck, slope, underlayment and fasteners shall comply with FBC 1507.2 / R905.2 and the shingle manufacturer's minimum requirements. 6.1.1 Underlayment shall be acceptable to CertainTeed Corporation and shall hold current Florida Statewide Product Approval, or be Locally Approved per Rule 61G20-3, per FBC Sections 1507.2.3, 1507.2.4 or R905.2.3. 6.2 Installation of asphalt shingles shall comply with the manufacturer's current published instructions, using minimum four (4) nails per shingle in accordance with FBC 1507.2.7 or Section R905.2.6 and the minim um_requirements,herein. 6.2.1 Fasteners shall be in accordance with manufacturer's published requirements, but not less than FBC 1507.2.6 or R905.2.5. Staples are not permitted. 6.2.2 Where the roof slope exceeds 21 units vertical in 12 units horizontal, use the "Steep Slope" directions. 6.3 CertainTeed asphalt shingles are acceptable for use in reroof (tear -off) or recover applications, subject to the limitations set forth in FBC Section 1510 and CertainTeed published installation instructions. Exterior Research and Design, LLC. Certificate of Authorization #9503 Evaluation Report 3532.09.05-R9 FL5444-R8 Revision 9: 03/06/2015 Page 3 of 9 6.3.1 CT20'", XT- 25, XTT" 30 XT` 301R^ LOW AND STANDARD SLOPE ENGLISH 12' 12" 12" f~—,(3M mm) - (305 mm)—=(305mm) J" (25 tam) Sealant 1 " (25 mm) 145 5712' lorNorwaadPont METRIC f14311, 13/s" 131/e" alant 1"_(25'mm) 6Y T Figure 113: Use four nails for etoy full shingle. 6.3.1.1 Hip & Ridge: Cut Shingles RIN ERD STEEP SLOPE Use four nails and six spots of asphalt roofing cement* for ,every full shingle (Figure 11-4). Asphalt roofing cement meeting ASTAID4586 Type 11 is suggested. to - - Rdofing Cement Apply 1"(25 mm) splits of asphalt tooting cement undereaeh tab copier. fture 114:: Usefour nails antisix sfwts.of aspbati cm—t on steep &kpes. CAUTION: Excessive use of roofing cement can cause shingles to blister. 251mm) I 1+2";(50 mm)Removey j11 51' 12„ (305 mru)` i Fasten il— — —Q 125mm) h 12" CapCap(305 ni) Shingle Shingle 551a "On Figure 11-24.Cut tabs, then trim back to make trip shingles `1g5 (n l\No oodP 6ng/isb dimensions shown). t5 12 Figure 11-25: Installation ofcaps along the baps and ridges. Note: For ASTM D3161 - Class F, use BASF Sonolastic NP 1 adhesive or Henkel PL® Polyurethane Roof & Flashing Sealant, in accordance with manufacturer's instructions. 6.3.2 Carriage House Shangle® Centennial Slate- and Grand Manor Shanglev: LOW AND STEEP SLOPE STANDARD SLOPE Use Seven nails and three spots,of aslnhah roofing cement for ever} Ilse five nas for every fill Shannle fill Grand Manor Shangle. use five naik and three spots of asphalt tooling ceuxsnt for ever) full Carriage house. Shangle and t e itenni,d Slaie. Apply aspludi roofing cement I" (25 mm) from edge of shingle 1'• It trre 17-5). ,t jihtit roofing cement me eting:AS1,17 U3jtiG 3lPe is su„geAed. .. L i25 min) (25 mm) F 9 5 8" 112" t 3) j} tl evn1Eaim} _ 220 mni) o, les f/ f ligutc 1Q57-1 t:sefiurnath fn er-e x /ttll.Grerd nano Shangle, i.. min) Carriage llbusr Shrnrt,le,:nt C,tnttetniiadMate n r m 'i, 20 aim) Rooting Cement F1„'ure 17 5: 114v rinstalling Grand hi;nanr.Sbnngl s on sieen slopes. use Seven malt and thrc e spfuc;gfasphall mrf ng reweut. Exterior Research and Design,LLC. Evaluation Report 3532.09.05-R9 Certificate of Authorization #9503 FL5444-R8 Revision 9: 03/06/2015 Page 4 of 9 6.3.2.1 Hip & Ridge: Shangle® Ridge Figure 17-18, Sharlagle' Ridge. JiTRINITYiERD 18Exposure Remove tape from the right side and fasten SECOND Fasten the f' ,I" left side RIGHT FIRST 81/s LEFT Figure 17-19: Installation of ShanghO Ridge shingles on bips and ridges. Note: For ASTIVI D3161 - Class F, use BASF Sonolastic NP 1 adhesive or Henkel PL® Polyurethane Roof & Flashing Sealant in accordance with manufacturer's instructions. 6. 3.3 -LandmarkTM, Landmark TM IR, Landmark TM Pro (formerly Landmark'" Plus), Landmark— Premium Landmark"" TL Landmark- Solaris, Landmark- Solaris IR• LOW AND STANDARD SLOPE LANDMARK TL METRIC DIMENSIONS 33 33" 43 m' 1--( 343 mm)----(3:i0 mm)—---(343 mm)--I 12" 143/4" 12" I 1`'(25 inm) 1" (25 rani) -~I -- 305. mm)----(375 mm)—--(305 nim)—;I 1 ( 25 mm) Relraee tape 1 (25 mm)— Nailabl { Area Fkum/"f- 1,'srfunrurril, jorlrerr frlisGiitgle. STEEP SLOPE LANDMARK TL Use six nails and fourspotti of asphalt roofing cement foi.evers full Janun Ued shinglt ties helo)v. Asphalt tooting cement should meet 3'4; Trm) ('436 mr t (34 i um) A5T', 11 D4596 1111c 11. Apply 1" spols of isl hilt roofing cement trnde each corner and at about 12 to.13" in from each edge. 1(i mm) r(25mm} - f a _ .—.._-.----- -- - METRIC DIMENSIONS i Roofing Cement j For Steep 1" 25 rnm) Exterior Research and Design, LLC. Certificate of Authorization #9503 I5- 5.--Lso sa nad, inv{tore' sjw,r of asptnrl roofing rOuend bn skrea stalks. Evaluation Report 3532.09.05-119 FL5444- R8 Revision 9: 03/06/2015 Page 5 of 9 6.3.3.1 Hip & Ridge, Option 1: Shadow Ridge'" Figure'73-16: Shadow Ridge accessory sbingles.detacb easily from three-piece units to make 72 individual cap pieces. 12" 305mm) --. 6" 6 — 150mm) (150mm) Notch for Centering 12" . r 305mm) NotcheslorAliQnmemto the Top Edge of the Previous 7 Cap for5`(125nmQExposure (180lmm) English Dimension 12- . 305mn'1 I jLaying Notch I I F-Pos"r, TRINITY ERD E 97/8" 250mm) 415/16' 4'15/19- 125mm) 125mm) f Notch for Centering 131/4" 337mm) NotcheslorAlignmentto 75/8 Top Edge of the Previous 196rnnLtheCapfor55/8"(141mm)Fxposure I Metric Dimension Figure 13-20. Use.laydng notches to center shingles on hips and ridges; and to locate the correct axposure. Note: For ASTM D3161 - Class F, use BASF 5onolastic NP 1 adhesive or Henkel PL® Polyurethane Roof & Flashing Sealant in accordance with manufacturer's instructions. 6.3.3.2 Hip & Ridge, Option 2: Cedar Crest'"", Cedar Crest'" IR Use two fasteners per shingle. For the starter shingle, place fastener 1-inch from each side edge and about 2-inch up from the starter shingle's exposed butt edge. For each full Cedar Crest shingle, place fasteners 8-5/8-inch up from its exposed butt edge and 1-inch from each side edge. Exterior Research and Design, LLC. Certificate of Authorization #9503 Evaluation Report 3532.09.05-119 FL5444-R8 Revision 9: 03/06/2015 Page 6 of 9 7 E `ERD Note: For ASTM D3161 - Class F, use BASF Sonolastic NP 1 adhesive or Henkel PL® Polyurethane Roof & Flashing Sealant to hand -seal Cedar Crest shingles. Apply NP 1 or PL adhesive from the middle of the shingle's raised overlay on the top piece and extending approximately 4-inch along the sides of the headlap along a line % to 1-inch from each side of the shingle's headlap. Immediately align and apply the overlying shingle, gently pressing tab sides into the adhesive, and install nails. To secure the other side, apply a 1-inch diameter spot of NP 1 or PL adhesive between the shingle layers. t4ats0-sraiingtettxd,e tta a G mnp +— 102nsrn} 119 mmp 25 mm? Dab orssp-Wl _ tesneni k tn'ea:+ . sh nyie ra,er5. (25 mrn) 6.3.4 Presidential Shake'", Presidential Shake" IR Presidential Shake TL'" IOW AND STANDARD SLOPE STEEP SLOPE: For low and standard slopes, use tive nails for each full` Presidential For steep slopes, use nine nails foreach full Presidential shingle and shingle as shown below. apply P'diameter spots of asphalt roofing cement under each shingleaab. After applying 5 nails in between the nailing guide lines, apply 4 nails 1' Naide9Linesingh 40 --4 above lab cutouts maldng certain tabs of overlying shingle cover nails. 1016 mm) 133 mm) I 141/4" e 1.1/2'. 38 mm) (362 mm) 1 NOTE: Apply nails on painted guideline. Figure 16-6 Fastening,rmideptlalandPresidertia6TL:SLake V diarneter asphalt rooting cinnent sbingles on lou, and standard slopes. Figure 96-7: Fastening Presidential and Fresldential T/L Sbake shingld9 on steep slopes. 6.3.4.1 Hip & Ridge, Option 1: Presidential Accessory PRESIDENTIAL ACCESSORY Presidential accessory shingles can be :used forcovering hips and ridges. Apply shingles up to. the ridge (expose no more than 7"_from. the bottom edge of the "tooth." Fasten each accessory mddi two.fas- teners. The fasteners must be 13/4" long or longer, so they penetrate either 3/4" into the deck or completely through the deck. Presidential accessory comes in two different sizes: Accessory produced in Birmingham, AL is 12' x 12"; Portland, OR produces 97/8" x 1.31/4" accessory. Note: For ASTM D3161 - Class F, use BASF Sonolastic NP 1 adhesive or Henkel PL® Polyurethane Roof & Flashing Sealant in accordance with manufacturer's instructions. 6. 3.4.2 Hip & Ridge, Option 2: Refer to instructions herein for Cedar Crest'"", Cedar Crest'"" IR hip and ridge shingles. Exterior Research and Design, I.I.C. Certificate of Authorization #9503 Evaluation Report 3532.09.65-119 FL5444- R8 Revision 9: 03/06/2015 Page 7 of 9 I I f I sfiJTRINITY ERD 6.3.5 HatterasTM": LOW, STANDARD AND STEEP.SLOPE: 230 mm) (230 mm) (230 mm) (230 mi 1 i r-(25 n11P) (25 nirn)- frgrrre 1: - }: 1'n true n /lnllrmr cl ug7rcrin S1Prn Uy/ir c For to cp slolti•s,lasr five [I1its nut] a ighl spots nf'mylI l ronfingflyure?3-3. Freslruipt.11nl(rms,l7iiugleenrr - cemcutLu cadr tell tlmullsshj,10r nS sl:eurnilbae Apply I` Fair lme;mdsianrhrd Lau rind e' s, use d Vn/ir[c ( 25-1w) dimneter spoil roofing.ecment (s,r%i 1) 4586 tvpl it pipes, x five nuLL fnr each hLll lug cstcsD under each tab romc.r. Press shigle into f lace; H .110t Haltetas S1114,1e 'Li ;limnabole. expose cement. CAUTION: Tno much roofing cemeal can rnlse sltingt Fp'hhster. 6.3.5.1 Hip & Ridge, Option 1: Accessory for Hatteras Fasten bat) sides Figure 15-14: 18 three-piece units separate to make / 54 Hatteras Accessot)I shingles. Note: For ASTM D3161 - Class F, use BASF Sonolastic NP 1 adhesive or Henkel PL11 Polyurethane Roof & Flashing- Sealant in accordance with manufacturer's instructions. 6.3.5.2 Hip & Ridge, Option 2: Cut Hatteras Shingles 230 mm7 Faster 460+ nl) '• Sdes16" (203 mm) 25 c 14 60 rnm) Cap Shingle Figure 15 20.: Cut Hatteras shingles to make cover cnp. Figure 15-21: Installation of caps along`h.Os and lydRes. Note: For ASTM D3161 - Class F, use BASF Sonolastic NP 1 adhesive or Henkel PL® Polyurethane Roof & Flashing Sealant in accordance with manufacturer's instructions. i l Exterior Research and Design, I.L.C. Certificate of Authorization #9503 Evaluation Report 3532.09.05-R9 FL5444-R8 Revision 9: 03/06/2015 Page 8 of 9 6.3.6 6.3.6.1 6.3.7 Highland Slate—, Highland SlateT" IR: LOW AND STANDARD SLOPE: TRI IlY ERD STEEP SLOPE: Use FIVE nailsatid EIGHT spots of asphalt roofing cement" for each full Highland Slale shbigle. For Miauti-Dade; SIX nags are.reyoired. Apply 1' diameter spots of asphalt roofing cement under each.tab corner. Asphalt roofing cement meeting ASTM D4586:Tvpe 11 is suggested. Miem Datle requ es SIX als thvo na is tRs r1 1 _( P4C nniJ installed over rulerLAL Figure Il3:-UsoFITTnalltforevm.THighland S(nte:sblftgk. Roofing Cement Figure 113& Ilse FIFE nails and eighhspogcof asphall roofing cement under each tab corner. CAUTION;. Excessive Ilse: of:rooling:cenent can cause shingles to blister. Hip & Ridge, Option 1: Refer to instructions herein for Cedar Crest'", Cedar Crest'" IR or Shangle Ridge- hip and ridge shingles. PatriotTM: LOW AND STANDARD SLOPE STEEP SLOPE List f OLT n:dls for even' [till shingle localed as shown below, tise FOUR nailsand four spots of asphah roofing, cement for eyeiti tidl shingle as shuml be-lmv. Mphmll ruol'ing cenicnl nicoing WhIl D45S6 Type. Il is suggested Apply1'('L5 unit) spots of asphalt roofing s^.31aN wineill as shown. CAUTION: fixcessiw use of rooting cement can cause shingles to blister. rrli& i55 mm) 3? :4 33 mit"j {a 3 rim; 6-i18' It^Emm; I • ' is 7- 7 RoofingCamenl 13-16 32-' Hip & Ridge: Refer to instructions herein for Cedar Crest'", Cedar Crest'"" IR, Shadow Ridge— or Shangle Ridge'"" hip and ridge shingles. 7. LABELING: 7.1 Each unit shall bear a permanent label with the manufacturer's name, logo, city, state and logo of the Accredited Quality Assurance Agency noted herein. 7.2 Asphalt shingle wrappers shall indicate compliance with one of the required classifications detailed in FBC Table 1507.2. 7.1 / R905.2.6.1. 8. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of this product. 9. MANUFACTURING PLANTS: Contact the named QA entity for information on which plants produce products covered by Florida Rule 61G20-3 QA requirements. 10. QUALITY ASSURANCE ENTITY: UL LLC— QUA9625; (414) 248-6409; karen.buchmann@us.ul.com END OF EVALUATION REPORT - Exterior Research and Design, LLC. Certificate of Authorization #9503 Evaluation Report 3532.09.05-R9 FLS444-R8 Revision 9: 03/06/2015 Page 9 of 9 ter ""'tY„ @@ ['• 4J Q%y% t"i r{kjpvs"may v Hsu 'kam e it r i BCIS Home Log In I User Registration Hot Topics Submit Surcharge Stats &Facts j Publications ! FBC Staff BCIS Site Map ( Links SearchovialgBuSinesc, 9jrofessinal k'g sER: ProduCt sserCARRegulation L:.6SiuU9u,YWMitRNlu Product Approval Menu > Product or Application Search > Application List > Application Detail FL # fL1435-R16 Application Type Revision Code Version 2014 Application Status Approved Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the l POC and/or the Commission if necessary. Comments Archived Product Manufacturer PGT Industries Address/Phone/Email 1070 Technology Drive d Nokomis, FL 34275 941) 486-0100 Ext 22318 druark@pgtindustries.com 1LD/NC Authorized Signature Jens Rosowski jrosowski@pgtindustdes.com S'ANFORD Technical Representative Jens Rosowski Address/Phone/Email 1070 Technology Drive Nokomis, FL 34275 941) 486-0100 Ext 21140 1 jrosowski@pgtindustrjes.com Quality Assurance Representative 15-2835 Address/Phone/Email aiiF Category Windows Subcategory Single Hung I Compliance Method Certification Mark or Listing 4 Certification Agency Keystone Certifications, Inc. j Validated By Steven M. Urich, PE I Validation Checklist - Hardcopy Received Referenced Standard and Year (of Standard) Standard Year AAMA/WDMA/CSA 101/IS2/A440 2011 AAMA/WDMA/CSA 101/IS2/A440 2005 AAMA/WDMA/CSA 101/IS2/A440 2008 ANSI/AAMA/WDMA 101/I.S.2/NAFS 2002 ASTM E1886 2005 ASTM E1996 2012 ASTM E283 2004 I' ASTM E330 2002 s" i Equivalence of Product Standards f Certified By Product Approval Method Method 1 Option A 4 I i I Date Submitted Date Validated Date Pending FBC Approval Date Approved of Products 06/11/2015 06/16/2015 06/25/2015 FL # Model, Number or Name IDescription 1435.1 SH - 200 I Aluminum Single Hung Window (Std. Meeting Rail, inc. Pass-Thru) 1 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: Please see the Installation Instructions for design pressure, size and anchorage information. The Pass-Thru version was not tested for water infiltration. Certification Agency Certificate FL1435 R16 C CAC Certification SH200 odf Quality Assurance Contract Expiration Date 05/28/2016 Installation Instructions FL1435 R16 II SH-200.odf Verified By: A. Lynn Miller, PE 58705 Created by Independent Third Party: No Evaluation Reports FL1435 R16 AE SH-200 Evaluation odf Created by Independent Third Party: No 1435.2 SH - 200 HD Aluminum Single Hung Window (with HD Meeting Rail) Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL1435 R16 C CAC Certification 200HD odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No O1/08/2017 Design Pressure: N/A Installation Instructions Other: Please see the Installation Instructions for design FL1435 R16 II SH-200HD.odf pressure, size and anchorage information. Verified By: A. Lynn Miller, P.E. 58705 Created by Independent Third Party: No Evaluation Reports FL1435 R16 AE SH-200HD Evaluation.odf Created by Independent Third Party: No 1435.3 SH - 400 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: Please see the Installation Instructions for design pressure, size and anchorage information. Vinyl Single Hung Window Certification Agency Certificate FL1435 R16 C CAC SH-400 Certifications odf Quality Assurance Contract Expiration Date O1/21/2017 Installation Instructions FL1435 R16 II SH-400.odf Verified By: A. Lynn Miller, PE 58705 Created by Independent Third Party: No Evaluation Reports FL1435 R16 AE SH-400 Evaluation.odf Created by Independent Third Party: No 1435.4 I SH - 500 1 WinGuard Vinyl Single Hung Window Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: Please see the Installation Instructions for design pressure, size and anchorage information. 1435.5 1 SH - 800 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: Please see the Installation Instructions for design pressure, size and anchorage information. Certification Agency Certificate FL1435 R16 C CAC SH-500 Certification R14.odf Quality Assurance Contract Expiration Date O8/27/2016 Installation Instructions FL1435 R16 II SH-500.1)df Verified By: A. Lynn Miller, PE 58705 Created by Independent Third Party: No Evaluation Reports FL1435 R16 AE SH-500 Evaluation.odf Created by Independent Third Party: No WinGuard Multistory Aluminum Single Hung Window Certification Agency Certificate FL1435 R16 C CAC SH-800 Certification. odf Quality Assurance Contract Expiration Date 09/07/2017 Installation Instructions FL1435 R16 II SH-800.odf Verified By: A. Lynn Miller, P.E. 58705 Created by Independent Third Party: No Evaluation Reports FL1435 R16 AE SH-800 Evaluation.odf Created by Independent Third Party: No 1435.6 1 SH-2100 I Vinyl Single Hung Window Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: Please see the Installation Instructions for design Certification Agency Certificate FL1435 R16 C CAC Certification SH-2100.odf Quality Assurance Contract Expiration Date O1/24/2016 Installation Instructions FL1435 R16 II SH-2100.odF a pressure, size and anchorage information. Verified By: A. Lynn Miller, P.E. 56705 Created by Independent Third Party: No Evaluation Reports FL1435 R16 AE SH-2100 Evaluation odf Created by Independent Third Party: No 1435.7 SH-2200 Vinyl -Single Hung Window Limits of Use Certification Agency Certificate Approved for use in HVHZ; No FL1435 R16 C CAC SH-2200 Certifications odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 10/21/2015 Design Pressure: N/A Installation Instructions Other: Please see the Installation Instructions for design FL1435 R16 II SH-2200.Ddf pressure, size and anchorage information. Verified By: A. Lynn Miller, P.E. 58705 Created by Independent Third Party: No Evaluation Reports FL1435 R16 AE SH-2200 Evaluation.odf Created by Independent Third Party: No f1435.8 SH-5400 EnergyVue Vinyl Single Hung Window f Use Certification Agency Certificate Approved for use in HVHZ: No FL1435 R16 C CAC SH-5400 Certification odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 08/13/2018 Design Pressure: N/A Installation Instructions Other: Please see the Installation Instructions for design FL1435 R16 II SH-5400.Ddf pressure, size and anchorage information. Verified By: A. Lynn Miller, P.E. 58705 Created by Independent Third Party: No Evaluation Reports FL1435 R16 AE SH-5400 Evaluation Ddf Created by Independent Third Party: No 1435.9 SH-5500 WinGuard Vinyl Single Hung Window Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL1435 R16 C CAC SH-5500 Certification odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 10/01/2018 Design Pressure: N/A Installation Instructions Other: Please see the Installation Instructions for design FL1435 R16 II SH-5500.Ddf pressure, size and anchorage information. Verified By: A. Lynn Miller, P.E. 58705 Created by Independent Third Party: No Evaluation Reports FL1435 R16 AE SH-5500 Evaluation Ddf Created by Independent Third Party: No Contact Us :: 1940 North Monroe Street Tallahassee FL 32399 Phone: 850-467-1824 The State of Florida Is an AA/EEO employer. Copyright 2007-2013 State of Florida :: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this. entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.467.1395. 'Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an emall address If they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: scctErit u;;; szs;:; 3 MAX BUCK WIDTH SEE TABLE 1 2B" MAX. B. SEE MAX. O.C. SHEET 3 A, SEE — SHEET 3 12" MAX. 17.8 MAX O.C. Q MAX. BUCK HEIGHT SEE TABLE 1 X 10- MAX. O.C. 13.773" MAX. O.C. A B NO ANCHORS AT SILL ` ELEVATION FOR TYP. EQUAL LEG FRAME, EQUAL-LITE CONFIGURATION GENERAL NOTES: SERIES 5400 NON -IMPACT RESISTANT, VINYL SINGLE HUNG WINDOW 1) THIS PRODUCT HAS BEEN DESIGNED 8 TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 2) ALL WOOD BUCKS LESS THAN 1-1/2' THICK ARE TO BE CONSIDERED 1X INSTALLATIONS. 1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS DEPICTED AS 2X ARE 1-1/2' THICK OR GREATER. 1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER (EOR) OR ARCHITECT OF RECORD, (AOR). 3) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. USE ANCHORS OF SUFFICIENT EMBEDMENT. INSTALLATION ANCHORS SHOULD BE SEALED. OVERALL SEALING/FLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. 41 MAX 1/4' SHIMS ARE RE B, SEE SHEET 3 A. SEE SHEET 3 SEE TABLE 1 28" MAX. D.C. 12" MAX. 17.867' MAX. O.C. MAX. E HEIGHT TABL f13X. O.C. 1/ 2 MAX. ELEVATION FOR TYP. FLANGE FRAME, PROVIEW/ ORIEL CONFIGURATION COTTAGE SIMILAR) MAX. BUCK WIDTH SEE TABLE 1 2' MAX. D, SEE {— q" MAX. O.C. SHEET 4 C, SEE r SHEET 4 T 1: 7 4' MAX. Q I / MAX. BUCK JCK O. C. HEIGHT SEE SEE X TABLET 1 C D 2" MAX. ---i 1-- ELEVATION FOR TYP. FIN OR J-CHANNEL FRAME EQUAL- LITE CONFIGURATION SIMILAR ANCHOR DIMENSIONS FOR OTHER CONFIGURATIONS) Window Buck Size Reinf. Level Design Pressure Certification CAR) Number WidthHeightNpsfpsf40" 63" Equal-lite R4 50.0 70.0 190-1022 36" 62" Equal-lite R4 50.0 50.0 190-1027 36762" Std. ProView 36" 67-9116" Custom Sash 52- 118" 84" Equal4ite R1 50.0 50.0 190-1021 52-1/8" 84" Std. ProView 52- 1/8" 91-13/16" Custom Sash 52- 1/8" U. Equal-lite R2 65.0 70.0 190-1026 52-118" 84" Std, ProView 52- 1/8" 91-13116" Custom Sash, gUIRE D AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE. USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS. WOOD BUCKS, BY OTHERS, MUST BE SUFFICIENTLY ANCHORED TO RESIST LOADS IMPOSED ON THEM BY THE WINDOW. 5) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE, THE 33- 1/3 % STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF ANCHORS INTO WOOD. ANCHORS THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA CERT. OF AUTH. #29296 BUILDING CODE FOR CORROSION RESISTANCE. 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 941)- 480-1600 SHAPES MAY BE USED BY INSCRIBING THE SHAPE IN A BLOCK AND OBTAINING DESIGN PRESSURES FOR THAT BLOCK SIZE FROM THE TABLE ON THIS SHEET. S 12/13/14 du.53;'vs J ROSOWSKI ao - SH- 540D NTS 1,zj 1 OF 4 0 FPA-5400.0 r i A. LYNN MILLER P.E. P. E.# 58705 VINYL SH WINDOW FPA (NON -IMPACT) GENERAL NOTES & ELEVATIONS 9 Anchor Substrate Min. Edge Distance Min. Embedment 10 SMS steel, 18 8 S.S. or 410 S.S.) Max. DP of 50.0 P.T: Southern Pine (SG=0.55) 7/16" 1 ya. Steel, A36 3/6' 0.0501' Steel Stud, A653 Gr. 33 3/8" 0.0346" (20 Ga.) Aluminum, 6063-T5 3/9' 0.0713" 14 Ga.) 12 SMS steel, 18-8 S.S. or 410 S.S.) P.T. Southem Pine (SG=0.55) 9/16" 13B Steel, A36 3/8" 0.050, Steel Stud, A653 Gr. 33 3/8' 0.0346" (20 Ga.) Aluminum, 6063-T5 319, 0.07131. 14 Ga. 3/16" Ultracon steel) Max. DP of 50.0 P.T. Southern Pine (SG=0.55) 7/16" 1.WW Concrete (min. 2.85 ksi) V, 13/9" Ungmuted CMU, (ASTM C-90) 2-1/2" 1-1/4" 1/4" Ultracon steel) P.T. Southern Pine (SG=0.55) 1" 13B" Concrete (min. 2.85 ksi) V 1-Ne Ungmuied CMU, (ASTM C-90) 2-1/2" 1-114" Concrete (min. 2.85 ksi) 2-11T 1.W4" 1/4" Crate -Flex 410 S.S.) P.T. Southern Pine (SG=0.55) V 1_TEr' Concrete (min. 3.35 ksi) 1" 1-N4" Ungmuted CMU, (ASTM C-90) 2-1/2" 1-1/4" Concrete min. 3.35 ksi 2-1/2" 1.3/4" 1/4" Aggre-Gatos Concrete (min. 3.275 ksi) P.T. Southern Pine (SG=0.55) 1-1/2" 1" 1-/8" 1I/8" Un muted CMU, ASTM C-90 7' 1.1/4" TABLE 3' ANCHORS INSTAI I Fn THRr)IIr.H INTF(.RAI FIN Anchor Substrate Min. Edge Min. Distance Embedment 2-1/2" x .131" Common Nail Max. DP of 50.0 P.T. Southern Pine (SG=.55) 9116". 2-7/16" 2-1/2' x -.131"Ring-shank Nail P.T. Southem Pine (SG=.55) 9/16" 2-7116' 2-1/2' x .145" Roofing Nail P.T. Southem Pine (SG=.55) 9116" 2-7/16" P.T. Southern Pine (SG=.55) 3/4" 1-Ts- 10 SMS Aluminum, 6063-T5 3/8" 0.0713" (14 Ga.) steel, Steel Stud, Gr. 33 3/8" - 46" 0.03(20 Ga.) S. or 4100 S.S.) .) Steel, A36 3/8" 10.050" ANCHOR NOTES: GE-7700 OR 1) "UNGROUTED CMU" VALUES MAY DOW-791 BE USED FOR GROUTED CMU SILICONE APPLICATIONS. t!2" NONON 2) PANHEAD, FLATHEAD OR EXTERIOR BITE HEXHEAD ARE ACCEPTABLE. 3) ANCHOR LENGTH TO BE SO THAT A MIN. OF 3 THREADS EXTEND BEYOND THE METAL SUBSTRATE. TYP. GLAZING DETAIL WINDOW SHAPES AS. SHOWN BELOW OR SIMILAR, MAY BE USED BY INSCRIBING THE SHAPE IN A BLOCK AND OBTAINING DESIGN PRESSURES AND ANCHORAGE FOR THAT BLOCK SIZE FROM THE TABLE ON SHEET 1. r-j WIDTH WIDTH EpUAL-CITERADIUSTOPSHOWN) 0 PROVIEWIORIEL T SSO ARCHTOP SHOWN) 3/4' NO 3/4" NOM. 7/8" NOM. 7/8' NOM. 118" ANNEALED OR I 3116" ANNEALED OR TEMPERED GLASS TEMPERED GLASS 5116" A/A PVBIV' 5/16" A/A PVB 1/2" AIR SPACE 3/8" AIR SPACE 7/16" AIR SPAC318" AIR SPACE 1/8" ANNEALED OR 3/16" ANNEALED OR 1/8" ANNEALED O3/16" ANNEALED OR TEMPERED GLASS TEMPERED GLASS TEMPERED GLASTEMPERED GLASS DURASEAL, s DURASEAL, DURASEADURASEAL, SUPERSPACER SUPERSPACER SUPERSPACESUPERSPACERORCARDINALORCARDINALORCARDINAORCARDINALXLEDGEXLEDGEXLEDGXLEDGEGLAZING TYPES I rJp IpII TABLE 4: REINFORCEMENT TYPES— Reinforcement 6 (( u U u IIJr Upper Cite Lower Cite REINFORCENT TYPE A REINFORCENT TYPE B REINFORCENT TYPE C Level Bottom Top Rail .Bottom Side Rail Rail Rails VINYL SH WINDOW FPA (NON -IMPACT) 12/13/14 = R1 B A A A GLASS/ANCHOR OPTIONS m JROSOWSKI R2 C A A A 0 - _ R4 B A A NSA CERT. OF AUTH. #29296 y s 1070 TECHNOLOGY DRIVE ' A.L; N. VENIOE, FL 34275 u . YNN MILLER, P.E. PVB INTERLAYER MANUFACTURED BY DUPONT INC. (AKA KURARAY AMERICA. INC.) (941)-480-1600 v 'SH-5400 , NTS 2 OF 4 o z FPA-5400.0 ' z° P E-N 58705 EDGE DISTANCE. - SHOWN ISQST- INSTALLED THROUGHIX BUCKSTRIP EMBEDMENT FLANGE SHOWN SHOWN FRAME i`! INSTALLED INSTALLED SHOWN DIRECTLY TO THROUGHIX EMBEDMENT EMBEDMENT SUBSTRATE BUCKSTRIP u EDGE DISTANCE D EDGE DISTANCE JS D RI'InIIIII( Y 77 YX/ OPT. SASH TOP LJDa D i EDGE j LIFT RAIL g Rp7 Ik nIIEXTERIOR DD DISTANCE Li LI glw FRAME CV VHL LEG 0 - SHOWN BUCK WIDTH FRAME HORIZONTAL SECTION A -A SHOWN BUCK HEIGHT a a ram— INSTALLATION NOTES= - EXTERIOR I 1) SEE SHEET 1 FOR SPACING REQUIREMENTS. I 2) SEE TABLE(S) ON SHEET 2 FOR ANCHORAGE AND SUBSTRATE REQUIREMENTS. 3) MAX. SHIM THICKNESS TO BE 1/4'. a 4) GLASS SHOWN IS FOR ILLUSTRATIVE PURPOSES ONLY AND MAY DIFFER TO MEET DESIGN OPT. SASH D REQUIREMENTS. BOTTOM LIFT FLANGE 5) FIN AND/OR FLANGE MAY BE REMOVED TO CREATE HANDLE/LOCK FRAME SHOWN II OTHER FRAME TYPES. EQUAL ODD O LEG DFRAME SHOWN EXTERIOR INSTALLATION THROUGH THE FRAME, INTO METALL- 0 NO ANCHORS f / REQUIRED IN- FLANGE OR VINYL SH WINDOW FPA (NON -IMPACT) 12/13/14 EQUAL -LEG FRAME SILLS A FLANGE & EQUAL-LEG/BOX FRAMES J ROSOWSKI I ofVERTICALSECTIONB-B cERr. aurn.#292ss 1070 TECHNOLOGY DRIVE ao N. VENICE, FL 34275 v 941)-480-1600 v SH-5400 NTS 3 OF 4 6 z FPA-5400.0 x z° A. LVNN MILLER, P.E. p,E.S58705 EDGE DISTANCE SHOWN INSTALLED SHOWN INSTALLED SHOWN INSTALLED - THROUGH THE THROUGH THE THROUGH THE - -' FRAME - INTEGRAL FIN FRAME f- _ _ J it, EMBEDMENTEDGE DISTANJ-CHANNEL JFRAMEEMBEDMENT SH-7OW— N TENT J El DISI OPT .SASH TOP LIFT RAIL a FRAME7-I - SHOWN SHOWN BUCK WIDTH 0 I, HORIZONTAL SECTION C_-C BUCK INSTALLATION NOTES: HEIGHT 1) SEE SHEET 1 FOR SPACING REQUIREMENTS. 2) SEE TABLE(S) ON SHEET 2 FOR ANCHORAGE AND SUBSTRATE REQUIREMENTS. EXTERIOR 3) MAX. SHIM THICKNESS TO BE 1)4'. D D 4) GLASS SHOWN IS FOR ILLUSTRATIVE PURPOSES ONLY AND MAY DIFFER TO MEET DESIGN REQUIREMENTS. O 5) FIN AND/OR FLANGE MAY BE REMOVED TO CREATE OTHER FRAME TYPES. OPT. SASH FIN BOTTOM LIFT FRAME HANDLElLOCK n / I SHOWN EXTERIOR FIN FIN FRAME EXTERIOR FRAME SHOWN SHOWN I INSTALLATION THROUGH THE FRAME, INTO METAL INSTALLATION THROUGH THE o INTEGRAL FIN, INTO METAL SHOWN EDGE - -< INSTALLED DISTANCETHROUGH _ THE EDGE = VINYL SH WINDOW FPA (NON -IMPACT) 12/13/14 INTEGRAL FIN DISTANCE v J-CHANNEL & INTEGRAL FIN FRAMES J ROSOWSKI EMBEDMENT - " CERT. OF AUTH. #29296 - -' I VERTICAL SECTION D-D 1070 TECHNOLOGY DRIVE i''Ir N. VENICE, FL 34275 941) 480-1600 SH-5400 NTS t 4.OF 4 z FPA-S4QOA z A. LYNN MILLER, P.E. P.E.0 58705 t Flor Deort7 o nrof BCIS Home Log In i User Registration i Hot Topics Submit Surcharge Stars & Facts Publications FBC Staff j BCIS Site Mapp I Links Search j frovaluSlnesProdi'rofess l l I r, USER: PublicUSER: Public User Regulation ryp Product Approval Menu > Product or Application Search > Application List > Application Detail v FL # FL17519-R1 Application Type Affirmation Code Version 2014 Application Status Approved Approved by DBPR. Approvals by DBPR 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 PGf Industries 1070 Technology Drive Nokomis, FL 34275 941) 486-0100 Ext 22318 druark@pgtindustries.com Jens Rosowski jrosowski@pgtindustries.com Jens Rosowski 1070 Technology Drive Nokomis, FL 34275 941) 486-0100 Ext 21140 jrosowski@pgtindustries.com Windows Mullions Certification Mark or Listing BUILD/,yc ANFOR: D O q RT v1 C' 15. 2835 Keystone Certifications, Inc. Steven M. Urich, PE Validation Checklist - Hardcopy Received Standard AAMA 450 Year 2010 1 I affirm that there are no changes in the new Florida Building Code which affect my product(s) and my product(s) are in compliance with the new Florida Building Code. Documentation from approved Evaluation or Validation Entity Yes No N/A FL17519 RI CDC Mulls-5400-5500 Evaluation.odf Product Approval Method Method 1 Option A Date Submitted 06/11/2015 Date Validated 06/11/2015 Date Pending FBC Approval Date Approyed 06/16/2015 Summary of Products Tf # Model, Number or Name Description 17519.1 5400/5500 Series Mullions Clip ped/Unclipped Mullions Limof Use Certification Agency Certificate pproved for use in HVHZ: No FL17519 R1 C CAC 190-1075CAR.Ddf Approved for use outside HVHZ: Yes FL17519 R1 C CAC 190-1076CAR.odf Impact Resistant: Yes FL17519 R1 C CAC 190-1077CAR.odf Design Pressure: N/A FL17519 RI C CAC 190-1078CAR - unclioped Ddf Other: Please see installation instructions for additional product, Quality Assurance Contract Expiration Date testing, and anchorage information. 01/10/2019 Installation Instructions FL17519 RI II 54xx - 55xx Mulls.Ddf Verified By: A. Lynn Miller, P.E. 58705 Created by Independent Third Party: No Evaluation Reports FL17519 R1 AE 54xx - 55xx Mulls Eval Ddf Created by Independent Third Party: No CiE EA Contact Us :: 1940 North Monroe Street Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine If you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: setstritymi; sacs I GENERAL NOTES UNCLIPPED 5400/5500 MULLIONS' - 1) DETAILS SHOWN ARE FOR THE MULLION ONLY. ANCHORS SHOWN ARE IN ADDITION TO ANY ANCHORS REQUIRED FOR THE FENESTRATION PRODUCT INSTALLATION. TYPICAL APPLICATIONS ARE SHOWN. EACH SITUATION IS UNIQUE AND SHOULD BE EVALUATED BY AN EXPERIENCED INSTALLER FOR THE BEST INSTALLATION METHOD. OPTIONAL 1X OR 2X WOOD BUCKS IF USED, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS AND ARE TO BE DESIGNED BY OTHERS. 2) THE TYPE AND NUMBER OF ANCHORS IS CRITICAL TO THE STRUCTURAL PERFORMANCE OF THE MULLED UNITS. 3) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE, MULLIONS ARE CALCULATED TO DEFLECT NO MORE THAN U180. THE 1/3 STRESS INCREASE WAS NOT USED IN THIS ANCHOR EVALUATION. THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF WOOD SCREWS. 4) PROPER SEALING OF ENTIRE ASSEMBLY IS THE RESPONSIBILITY OF OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS 5) USE THE COMBINED WIDTH OR HEIGHT OF ONLY TWO ADJACENT FENESTRATION PRODUCTS TO DETERMINE PRESSURES AND ANCHORAGE FOR THE COMMON MULLION, SEE EXAMPLES ON THIS SHEET FOR MULTIPLE UNITS, CONSIDER ONLY TWO ADJACENT UNITS AT A TIME WHEN USING THE DESIGN PRESSURE AND ANCHORAGE TABLES. THE LOWEST DESIGN PRESSURE OF MULTIPLE MULLIONS OR FENESTRATION PRODUCTS SHALL APPLY. 6) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE COATED OR CORROSION RESISTANT AS APPROPRIATE FOR SUBSTRATE MATERIAL DISSIMILAR MATERIALS SHALL BE PROTECTED AS REQUIRED TO PREVENT REACTIONS, 7) MULLIONS HAVE BEEN DESIGNED 8 TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, AND ARE APPROVED FOR IMPACT AND NON -IMPACT APPLICATIONS. IMPACT APPLICATIONS ARE LIMITED TO W INDZONES 1, 2 8 3 AS DEFINED BY ASTM E1996. MULLIONS ARE ONLY TO BE USED WITH PGT-APPROVED FENESTRATION PRODUCTS HAVING CURRENT APPROVALS. 8) QUANTITY OF UNITS WITHIN A MULTIPLE MULLED ASSEMBLY IS UNLIMITED PROVIDED THAT THE SPAN AND OPENING WIDTH/HEIGHT OF EACH INDIVIDUAL MULLION COMPLIES WITH THE REQUIREMENTS OF THIS APPROVAL 9) FOR ADDITIONAL MULLIONS, OPTIONS AND CONFIGURATIONS NOT SHOWN ON THIS APPROVAL, REFER TO FLORIDA PRODUCT APPROVAL #261. 1,250' TABLE 1 3.260' 100' 100' 1.25'X3.25"X.100' MULLION 6005-T5 ALUMINUM Mullion Capacity Table (Ihs/ft') 1.26X 3.25XnD9 Width or Heigh up to 127-1/4' All Loacln9 tyesp100sum. T4De Mullion MUWon G paUty Anchnapa Requlremenl Instau 4 96d11aW vriruela c anchors through the xindow rn 70.6 IDafttl dames at 10' mac. an each side a 70.0IhaID' of the mWlaNhane assembly tuba centene. nlSee figuetres onthisshe. NOTES FOR UNCLIPPED MULLIONSIFRAME ASSEMBLY TUBE: 1) NOT TO BE USED WITH SINGLE OR DOUBLE HUNG WINDOWS. F MULLION OPENING WIDTH, MAX 127-1/4' N' MULLION WIDTH LENGTH MAX 11 63' I I 1I 12) NOT TO BE USED IN CROSS OR TEE CONFIGURATIONS. SEE NEXT SHEET SEE SHEET 3 FOR MULL TO WINDOW CONNECTION SINGLE VERTICAL MULLION USE THIS SHEET FOR UNCLIPPED MULLIONS FOPENINGWID[—WIDTH 127-1/ 4'N OPENING 1- 1.'. ULLI i --MU1 IDT MULLIONWIDTHh1ULL10NWIDTHMULLIONWIDTHWIDTHWIDTH1III I„I II III I111 11 III IIII II III INI II M P LVON 63' NI 111t 11 III II I III IIII II H IIIII; ini I i—OPENING WIDTH, MAX 127-1/4'---- MULTIPLE VERTICAL MULLIONS MULLION LENGTH, MAX. 83' ADDITIONAL WINDOW ANCHOR THROUGH THE FRAME FOR V _---------1 _________- EQUAL-LEG/ BOX fl FLANGE FRAMES. SEE SHEET 3 FOR NAIL FIN 8 I I I J-CHANNEL FRAMES II II 10'MAK Ij I WIDTH MuwON OPENING IHEIGHT, II MULLION LENGTH. MAX. 63' OPENING L 1 7 II I II127-1/ 4' I I 1- 1N' r- MULLION HEIGHT, r MULLION WIDTH OPENING HEIGHT, MAX. 127-1/4' SINGLE HORIZONTAL MULLION MULTIPLE HORIZONTAL MULLIONS GENERAL NOTES CLIPPED 5400/5500 MULLIONS: 1) DETAILS SHOWN ARE FOR THE MULLION ONLY. ANCHORS SHOWN ARE W ADDITION TO ANY ANCHORS REQUIRED FOR THE FENESTRATION PRODUCT INSTALLATION. TYPICAL APPLICATIONS ARE SHOWN. EACH SITUATION IS UNIQUE AND SHOULD BE EVALUATED BY AN EXPERIENCED INSTALLER FOR THE BEST INSTALLATION METHOD. OPTIONAL 1X OR 2X WOOD BUCKS IF USED, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS AND ARE TO BE DESIGNED BY OTHERS. 2) THE TYPE AND NUMBER OF ANCHORS IS CRITICAL TO THE STRUCTURAL PERFORMANCE OF THE MULLED UNITS. MULLIONS HAVE BEEN TESTED AS "FREE-FLOATING" AND DO NOT NEED TO BE DIRECTLY ATTACHED TO THE MULLION CLIPS, BUT SHALL NOT HAVE A GAP OF MORE THAN 1/4" FROM THE CLIP. 3) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE. MULLIONS ARE CALCULATED TO DEFLECT NO MORE THAN U180. THE 113 STRESS INCREASE WAS NOT USED IN THIS ANCHOR EVALUATION. THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF WOOD SCREWS-. 4) PROPER SEALING OF ENTIRE ASSEMBLY IS THE RESPONSIBILITY OF OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. 5) USE THE COMBINED WIDTH OR HEIGHT OF ONLY TWO ADJACENT FENESTRATION PRODUCTS TO DETERMINE PRESSURES AND ANCHORAGE FOR THE COMMON MULLION, SEE EXAMPLES ON THIS SHEET. FOR MULTIPLE UNITS, CONSIDER ONLY TWO ADJACENT UNITS AT A TIME WHEN USING THE DESIGN PRESSURE AND ANCHORAGE TABLES. THE LOWEST DESIGN PRESSURE OF MULTIPLE MULLIONS OR FENESTRATION PRODUCTS SHALL APPLY. 6) WHEN. FINDING YOUR SIZE IN THE MULLION TABLES, ALWAYS ROUND UP TO THE NEXT SIZE SHOWN ON THE TABLE(S). 7) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE COATED OR CORROSION RESISTANT AS APPROPRIATE FOR SUBSTRATE MATERIAL. DISSIMILAR MATERIALS SHALL BE PROTECTED AS REQUIRED TO PREVENT REACTIONS. 8) MULLIONS AND CLIPS HAVE BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, AND ARE APPROVED FOR IMPACT AND NON -IMPACT APPLICATIONS. IMPACT APPLICATIONS ARE LIMITED TO WINOZONES 1, 2 & 3 AS DEFINED BY ASTM E1996, MULLIONS AREONLYTO BE USED WITH PGT-APPROVED FENESTRATION PRODUCTS HAVING CURRENT APPROVALS. 9) QUANTITY OF UNITS WITHIN A MULTIPLE MULLED ASSEMBLY IS UNLIMITED PROVIDED THAT THE SPAN AND OPENING WIDTH/ HEIGHT OF EACH INDIVIDUAL MULLION COMPLIES WITH THE REQUIREMENTS OF THIS APPROVAL. 10) FOR ADDITIONAL MULLIONS, OPTIONS AND CONFIGURATIONS NOT SHOWN ON THIS APPROVAL, REFER TO FLORIDA PRODUCT APPROVAL#261, OPENING WIDTH FOR SHAPES TO BE VERTICAL MULLION INSCRIBED INSIDE I RECTANGULAR SHAPE VERTICAL OPENING MULLION HEIGHT FOR HORIZONTAL LENGTH MULLIONS 1- 1(4'MUWON HORIZONTAL MULLIONWIDTH LHORIZLIQ— A LENGTHMULLIONN LENGTHCROSS MULLION CONFIGURATION I OPENING HEIGHTFORHORIZONTAL MULLIONL nUHICUNIAL MGLLIUN LENGTH j VERi MUULENI1- 1/4-MULLION _1-1/4'MULLION WIDTH WIDTH OPENING WIDTHLFORVERTICAL —. OPENING WIDTH MULLION FOR VERTICAL MULLION TEE MULLION CONFIGURATION MULLION OPENING WIDTH MULLION WIDTH 1 I 1 i j LENGTHIAT) I CAL ONTH USE THIS SHEET FOR CLIPPED MULLIONS OPENING WIDTH---- 1- 1/4-MULLION -I WIDTH OPENING YJIDTH 1- 114'MULLION -1 _ 7- 1/q'MULLION I( - WIDTH r WIDTH 11 _______ IY- _____-- II IIII II IIIIII IIII 11 MULLION LENGTHF II IIII II I I I I I II IIII 11 II IIII II II I111 Ij III11SEE SHEET 3 FOR MULL TO WINDOW CONNECTION SINGLE VERTICAL MULLION NOTES FOR CLIPPED MULLIONS: 1) FOR MAXIMUM SIZES, SEE TABLES 2AAA. 2) SEE SHEET 9 FOR INSTRUCTIONS ON USING TABLES 2A-4A. 3) CLIPPED MULLIONS MAY BE USED FOR ALL WINDOW TYPES. FOR CLIP ANCHORAGE, USE THE SAME ANCHOR AS WINDOW ANCHOR. OPENING WIDTH-i MULTIPLE VERTICAL MULLIONS MULLION LENGTH r_^______-_ IIII II II MULLION CLIP— 1 WIDTH r - T I OPENING HEIGHTII % II MULLION LENGTH--1 OPENING 1 I __^_______ I 1U I ('MULLION I WIDTH HEIGHT T-- MULLION WIDTHMULLION , WIDTHOPENING HEIGHTHEIGHTOPENING HEIGHTSINGLE HORIZONTAL MULTIPLE HORIZONTAL MULLION MULLIONS 1111II111j I CROSS-SECTION MULLION EXAMPLES SHALLOW FLUSH MULL FACE CAP 20177 FLANGEFRAMESHOWN, MAY ALSO AS AN ElFRAME EXTERIOR. ID FIG. 1: 1.25" X 3.25" X .100" MULLION & FACE CAPS MAY ALSO BE INSTALLED DEEP EXTENDED I TOWARDS EXTERIOR. MULL FACE CAP020175 EQUAL-LEG/BOX FRAME SHOWN.AALSO Q INSTALLEDLLEDASSAFLANGEFRAME ( SEE FlG. i) r 1 EXTERIOR 0 DEEP FLUSH MAY ALSO BE INSTALLED MULL FACE CAP 20178TOWARDS INTERIOR. FIG. 3: 1.25" X 3.94" X .624" MULLION & FACE CAPS NOTES FOR MULLION TO WINDOW ATTACHMENT' 1) RECOMMENDED ANCHOR LENGTH =MIN: 314" 2) USE ANCHOR TYPE AND SPACING AS PER THE.WINDOW'S APPROVAL 3) PICTURE WINDOW WITH VERTICAL MULLION SHOWN, ALL WINDOW TYPES AND MULLION ORIENTATIONS APPLICABLE. 4) IF APPLICABLE, NAIL FIN AND/OR FLANGE MAY BE REMOVED FROM THE WINDOW FRAME MEMBER BEING MULLED, ` EQUAL- LEG/BOX SHOWI INSTALL FRA6SHALLOW FLUSH MULL FACE CAP a2on7---\ FRAME USE THIS SHEET FOR CLIPPED & UNCLIPPED MULLIONS DEEP RUSH ' I EXTERIOR MULL FACE CAP -- 201781 y FIG. 2: 1.25" X 3.25" X .624" MULLION & FACE CAPS FIG. 4: MULLION END CAP EXAMPLE I IINSTALL 1 ADDITIONAL "USCREW MULLION END CAP TO SPAN BOTH I THROUGH THE NAIL FIN ON EACH 510E I WINDOWS, ADHERE WITH SILICONE OF THE MULLIOWFRAME ASSEMBLY I \ TUBE CENTERLINE. 1 \ / / A// ` ,• e o NOTES FOR MULLION END CAP: II1) APPLIES TO FIN OR J- CHANNEL FRAMES. 2) REQUIRED AT HEADER AND I JAMBS. EXTERIOR PICTURE WINDOW WITH VERTICAL MULLION SIDE VIEW ALL W NDOW TYPES ASHOWN, AND MULLION ORIENTATIONS APPLICABLE. I MAY REQUIRE I IN - FIELD TRIMMING SEE CROSS- SECTION MULLION EXAMPLES, FIGS. 1-3, FOR WINDOW TO FRAME ATTACHMENT. VERTICAL MULL TO STRUCTURE I FRONT VIEW r' MULLION END CAP 1 RIGID PVC 1 gyp i a 2X SIDEVIEWj i DETAIL A: MULLION TO 2X WOOD BUCK OR WOOD FRAMING OFFSET CLIP SHOWN) EITHER THE I\ I STANDARDOR OFFSET MULL ° EDGE CLIP MAY BE DISTANC INSTALLED BY '- n I ` TFOR WOITHISMETHOD. ° , a t \ SCREWS N ° EXTERIOR ° `° DETAIL B: MULLION ATTACHED TO 1X WOOD BUCK AND MASONRY STANDARD CLIP SHOWN) EXTERIOR ° EDGEDISTANCEFOR MASONRY THE OFFSET CLIP IS ANCHORS RECOMMENDED FOR FIN -FRAMED OR 1LHANNELWINDOWS. BUT MAY ALSO BE USED FOR OTHER FRAME TYPES. USE THIS SHEET FOR CLIPPED MULLIONS M" 27 TVP. ANCHOR PER SUBSTRATE, SEE SEE TABLES 2B-0B 7 KSI '' EDGE CONCRETE OR Ch9U YpISTANCE, SEE SEE TABLES EDGE DISTANCE 28AB FOR MASONRYANCHORS SIDE VIEW EITHER THE y,° STANDARD O d° OFFSET MULL CLIP MAY BELEDBY THIS METHOD. 1 \® TYP. ANCHOR PER SUBSTRATE. TYP.ANCMOR /^SEE TABLES 2B-0B TYP. ANCHOR PER SUBSTRATE, PER SUBSTRATE, SEE TABLE52B-0B BUCKSTRIP SEE TABLES 26-B 1 _ .. ,/ / AND DISTANCE I _ A Y OTHERS, SEE TABLES EMBEOMENT BY OTHERS, EMBEDMENT' / / BUCA D IP / 2B 4B j SEESHEETI.TE 1• ATTACHMENT MW 27 KSI CONCRETE OR CMUBYOTHERS, ' SEE NOTE 1. SHEETI. MULLION FRONT VIEW SIDE VIEW SEE SHEET 9 FOR FRONT VIEW HOLE LOCATIONS MAY ALSO yp_ gNCHOR DIRECTLYTOMASONRY: PER SUBSTRATE, J/ SEE TABLES 2B48 INSTALLATION NOTES L.25W Max FOR EMBEDMENT ` ALL MULLIONS I 1) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. MIN za Ksl CONCRETE OR cMu a 2) QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION FRONT VIEW ONL?. BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE, THE CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED, REFER TO THE TABLES ON THE FOLLOWING SHEETS. FOR DETAILS A-C, EITHER THE STANDARD OR OFFSET CLIP MAY BE USED. 3) ANCHOR HEAD TYPE MAY BE PANHEAD, HEXHEAD OR FLATHEAD. 4) WOOD BUCKS ARE OPTIONAL, SEE DETAIL B. THIS SHEET. 3 USE THIS SHEET FOR DETAIL C: DETAIL D: DETAIL E: CLIPPED MULLIONS gj„3 iFIELD -MODIFIED MULLION CLIP ANGLE MULLION CLIP MULLION TO MULLION $- 5 F CLIP) (ANGLE CLIP) — INTERSECTION g m o zoU-CLIP) o NOTES FOR INSTALLATION OPTION E: r SEEDETAILSAflB, oz = USHEETCFORINSTALLATION ' - ® ,- TO FIC SUBSTRATES. VARIES c I 1) MULLIONS MAY BE INSTALLED IN - I "TEE" OR "CROSS" CONFIGURATIONS. rn MULLION 2) U-CLIP MAY BE ORZONTALLY(SHOWNOR H) "LLED U) TOP VIEW VERTICALLY. Z MULLION J Q VARIES- i-- = LL O J SE STEEL SCREWS. SELF-DRILLING OR PRE DRILL W Do IDI \\ MULLIONANDUSESMSmZ10O EXTERIOR I MULLION STANDARD MULLION CLIP TVP. ANCHOR \ MODIFIED TO FIT FIELD I SUBSTRATE, / ° £ CONDITIONS. SEE TABLES 7Bi8 U-CLIPECTION ^ EXTELRIIIOR u iZO o MULLION jk—PER LULU oQa2X5'X.125' ul O I- O ANGLE CUP, FRONT VIEW SNN 2PERMULLION END, 10 Z MUBT BE INSTAL LED O O b I INSIDE OF MULL. 4 e O .V) TYP. R b DETAIL F: PER SUBSTRATE, MULLION ATTACHED TO SEE TABLES 2Bi0 / STDCLIP D STANDARD CLIP SHOWN) IMOWOOD, STEEL, STANDARD CLIP TO BE EXT j r STRUCTURE ALUM, CMU OR MASONRY MODIFIED IN -FIELD. ' I TYP. ANCHOR EMERIOR a PER SUBSTRATE, j ! SEE TABLES 2B-9B O INTO WOOD, STEEL, ` `\ ALUM. CMU OR MASONRY I EDGE \ - MULLION DISTANCE PER ANCHOR 1- 1-1vi/^ 11 1-! j' DISTANCE '- PER ANCHOR II ....... I I ,' FOR STEEL STUDS THINNER THAN [ • FRONT VIEW 1)\ 16GAAND COMPUANTWITH THE FLSUILDWG F' CODE.A 2X WOOD BACKER MUST USED. ND. ^dTUD ATTACHMENT BY OTHERS. _ EXTERIOR USE WOOD ANCHOR SPECS NOTES FOR INSTALLATION OPTION D: 1) USE 2 ANGLE CLIPS PER MULLION END. CLIPS MUST BE NOTES FOR INSTALLATION OPTION F: JF O INSERTED INSIDE OF MULLION. 1) FOR 2X WOOD -BACKED STEEL STUDS, WOOD (` FLCR10•' ANCHOR VALUES MAY BE USED. TARI F 2A Mullion Capacity Table (Ibsift) Opening Width (for wrtim"Panning mullions) or Opening Height (for 1lorimntally-speming nnfions) 501n 60 n 70 n I a0 n I DO in 100 in 120 in 140 in ISO n 1.25 i 3.25 i .100 R 4mquw Loa4pg Trap/Trlene. RaclarlgWY Lpatlllg TrapRnang. Loa0ng Rmtalguler loapirg. Tmprrnang. lnetling Rmi-GulmLoe6np Tmp'Triang. Loatirg ReclalgWsr lnatlng Tmprrnm9 LpaNng Rectangular LOanplg Trap'Tran . 9 LmNng Rect alagLoetliry 7rapw iN1pating Re- diriiarLattlirg T WW,n g. InaOirg F - dng lr Lmen9 TmprTnalg. Lnatling Altar. Tube 2. po g e r_ dgg3 p65 Q r r a_ a r r s( i s r ad88gMullion7S`9 dSf 2• r r z r cS A- 421n 70.0 179 70.0 305 70.0 197 700 357 70.0 208 70.0 40B 70.0 214 70.0 459 70.0 214 70.0 510 Me 214 70.0 013 70.0 214 70.0 715 70.0 214 70.0 817 T0.0 214 48 in 70.0 216 70.0 350 70.0 211 70.0 4aB 70.0 259 70.0 467 MO 272' 70.0 525 70.0 279 70.0 SW TO.0 280 70M 700 70.0 260 70.0 17 70.0 280 70.0 933 70.0 2W W.B2B In 70.0 308 70.0 232 70.0 369 70.0 2B0 70.0 431 70.0 262 70.0 422 70.0 MI 70.0 554 70.0 308 70.0 515 70.0 311 00.0 738 70.0 311 70.0 861 M.0 311 65.9 927 70.0 311 141, 70.0 328 70.0 252 70.0 394 70.0 284 70.0 459 70.0 311 70.0 525 70.0 331 70.0 591 70.0 345 70o 858 70.0 352 70.0 785 70.0 354 66.2 869 70.0 354 57.9 869 70.0 354 W In 70.0 70.0 289 70.0 438 70.0 328 70e 510 70.0 M2 7' .0 583 70.0 389 70.0 656 70.0 410 70.0 729 70.0 425 59.7 746 70.0 438 51.2 746 70.0 43B 44.8 746 7Q0 438 la fi3n 70.0 Sal 70.0 307 70.0 459 70.0 350 70.0 638 70.0 387 70.0 613 68.7 677 70.0 N3 61.9 677 70.0 4fi2 St.fi 877 70.0 401 N.2 677 70.0 182 38.7 677 70.0 4B2 i fiB in 70.0 401 70,0 325 70.0 481 70.0 372 70.0 561 70.0 413 61.3 fill 59.8 817 0.0 478 53.8 817 88.7 489 M.B 817 6/.4 4a3 3a1 fill 63.] 482 33.6 817 63.7 482J 4 72 in 70.0 438 SIB 70c 416 59.2 518 65.2 432 51.8 518 49.4384 4fi.1 518 54.2 419 41.4 518 50.] 414 34.5 518 46.6 408 29.6 518 45.0 405 25.9 518 15.0 405 76 in 70.0 462 465 62.6 398 50.3 465 54.9 390 N.1 465 39.2 465 45.3 378 35.2 411 422 374 29A 465 38.3 W7 262 465 36.5 364 22.0 4fi5 36.2 363 70 in 652 1 W535.4 Nt 57.7 378 466 441 50.5 372 40.8 NI W.2 Nl 41.8 380 32.0 Nf 38.7 356 272 441 Me 349 233 Nl 33.1 US 20.4 Nt 32.7 345 90in 42.4 332 332 37.0 2d9 i0.3 332 323 294 265 332 268 2tl0 ZIA 332 25.1 276 21.2 332 24.1 272 17.7 332 21.3 266 15.2 332 10.6 2B2 13.3 332 18.7 260 991 2Bl 30.3 25B 25.0 291 W84 252 21.9 291 23.5 1 249 19.4 291 21.3 2N 17.5 2B1 19.5 241 14.6 291 17A 1 12fi 1 15.1 2 108n 24.6 230 25.1 1 208 I 2a5 Fzm 21.1 205 17.5 1 230 18.3 201 15.4 230 16.2 tgo 111 inZ2.fi 218 23.1 197 18.O 21a 1BA 194 16.2 1 218 16.8 191 14.1 218 14.9 1 188 CFF!'.AR 120 in 4on_4 17.9 167 n']c cno 10.2 rcorl 170 14.9 run wTlr..l 187 15.3 1 167 Anchor Ca acIty Table Iba SMutreta: 2.71, Corcrete 13.5k Conc. HPgow CMU FBletl CMU PT Wom Mete] Anchor Clip Patterns Arches i ypB: 3116' Elm Ultmcm 1/4' Elc0l9tracm Yt6' Elm ugr4ran3/16' Elm UBremn 1/4' Elco Ukmcm 1/4' SS Elco A96SGSEIYl6' Eko 1116Etct/d• SS Eleo m. Ss l' YIO Steal Scrax (GS) I pl2SleetScrewp12 Sled Screw (G5) Etlge D'alance (inl: 1' 3-112' 1• 2-117 3-1/8' 1- 2.1/Y 2-1/2' Y 0.48' 0.54- 0.324' Embetlmenl ( n} 1-314' 1-31d' 1-3/4- 1-3/d' Y 1-1/4' 1-114" 1-1/4- I-114' 1-t14- 1-t14' Y 1-378- 1-vir 2 Arx- @ 4.75' Mn. O.C. / Stan4are w Ora91 Glp (Fig. 1), 3901. 390 Bs 4501bs 8901b4 1644Ih 2701bs 280 Ns 1`N Iba 740IM 374 1. 66/ It. 946101 341 tte N2 IU 56011 4 Anclwp 1.15' Min. O.C. I Stan wm w Oases) Gip (Fig. 2} 4801bs 7001bs WA WA WA WA 3B0Ibn WA WA WA WA WA bat lb. 885111s 1120 10.i 4Anmor4. 0 3' Min. O.C. / (2) 2s5 M91A Gips / (FIg. 3): lElbs IBO Ibt 68D its 1560Ibt 1B98IW 5401b4 S601ba WA 7fi01W 74B Ib9 880 IM 1B921bs 6B21bs 885IW 11201bs 3 AncMrs Q0.54'Mln. O.C. 111-Gip, INp .100'AMm. (Fig. 4). WA WA WA WA WA N/A WA WA WA WA WA Wp WA WA W1bs 1 Arcmr I F4]iP (Fig. 5 1a51ba IBS spa i351pe NS lbs B221m 1351bs 1401bs 1771Ds 3]0lbs iB] IW 3321as 4131bs 17010s 2211bs 2801be 2 Ar211ors ® 1.15' Mn. O.C.) FLlip (Fig. 6k 2401bs 350 - WA WA N/A WA 1901W WA NIA WA WA WA 341 Im N2 lb4 560 lbs USE THIS SHEET FOR CLIPPED MULLIONS xx3 Z ei USE RECTANGULAR LOADING FOR ALL TEE OR Y k 4 O CROSS CONFIGURATIONS, AND ALL ASSEMBLIES CONTAINING A SINGLEIDOUBLE HUNG WINDOW. A N vUSE TRAPEZOIDAL Z TRIANGULAR LOADING 0 FOR ALL OTHERS. i Q wJU.I MCIVI -mu : DP-) X / ANCHOR CAP.,... ,,,,, \ =ANCHOR CAP.„, USE THIS FORMULA TO OBTAIN THE "ANCHOR CAPACITY REQUIRED' CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE, FIGURE 1( STANDARD CLIP SHOWN : FIGURE 2 STANDARD CLIP SHOWN : TABLE NOTES: 1.250' SEE SHEET 9 FOR INSTRUCTIONS ON USING THE TABLES. SEE SHEETS 3-5 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND70R OPENING WIDTHS IS ALLOWABLE- 1) FIGURE 3: ANGLE 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE 3250" ..-'-,\GEN CUP MUST SHEET 9. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS BE USED SHOWN ON SHEET 9. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. _- 14,587051 -_ IN PAIRS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND - GROUT -FILLED CONCRETE BLOCK UNIT CMU SHALL CONFORM TO ASTM C-90. WOOD SHALL .100' = "O '. ? FIGURE 4: FIGURE 5: FIGURE 6: ( ) BE PRESSURE - TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE S I::TE OF 44/ 6063-T5 AND BE A MINIMUM OF .100' THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND J``l..!LCR\0A•',G, 045' THICK (18 GAUGE). STRUCTURAL STEEL TO BEAT LEAST.125- THICK AND A36. ALL ' ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. 1.25' X 3.25" X .100' `: :iIC,Nr'L• O #10 & # 12 ANCHORS INTO WOOD MAY BE STEEL, 18-8 S.S. OR 410 S.S. MULLION 1 11 A. LYNNIMILLER, P.E. FL P. E.# 58705 TARI F'AG Mullion Capacity Table Qbsifta) Opening Width (for v rfimlly-spanning mullions) or Opening Height (for horimnlaYµsparning mul9om) 50 in Win 70 in BON BO In 1001n 120 In 140 in 160 in 1.25 X 3.25 x .1124 RsctangWar Loading 71-4pRtwg. Loading Recta V"- Loading TraWTliarg. Loading RecmnguW I-" Toap7Tdarg. Loading Rectargular Loading TrapTri ing. Loading Fenergoiv Loading T2yTfian . 9 Lmatg Redtan War9loading TrapTlia ng. Leading ReA ang,,W Leading Tmprfdarg. Loading ReclanBUW Loading Trap•Tliarg. Ldadng Ralangular Loadng T2p7rnarlg. loading Alum. Tuba Muu a . o P Qid Tw fl a_ 5 i a .---. axas- P{sf d 5 7 k l# 5 8xa= P a 5 f x 2 d aa 5 i axa-= a i x 2 i s 8a 5 5 a flx 2 arc 5is 2g d a 6 f C r 8 a= 2 a & ar 6i- Z C 8a 2I a¢ aa 5 I v u8a P { i d 19 i flofl 2! 3 B a- 2 a ¢ sue i C. 80 2 a z a= 6- 2 2 a s a fi a Ai 2 a 42 in 70.0 265 70.0 179 70.0 305 70.0 101 700 357 70.0 208 70.0 408 70.0 214 70.0 459 70.0 2% 70.0 510 70.0 214 70.0 613 70.0 214 70.0 715 70.0 214 70.0 617 70.0 214 4a in 70.0 292 70.0 216 70.0 350 70.0 241 70.0 400 Me 259 70.0 467 70.0 272 70.0 525 70.0 279 70A 583 700 2B0 70.0 700 70.0 280 70.0 817 M.0 280 70.0 a. 70.0 He 50.625 in 70.0 309 70.0 2T2 70.0 369 70A 26o 70.0 431 70.0 262 70.0 192 70.0 293 ALD S51 70.0 Sae 70.0 615 700 311 70.0 738 70.0 311 70.0 861 70.0 311 70.0 984 70.0 311 541n 70.0 37a 70.0 252 70.0 394 70.0 2B4 70.0 459 70.0 311 70.0 525 70.0 331 70.0 591 70.0 346 70.0 656 70.0 352 70.0 766 70.0 354 70.0 919 70.0 354 70.0 1050 70.0 351 Win 70.0 365 77.0 769 70.0 936 70.0 328 70.0 510 70.0 362 70.0 583 70a 369 Ale 656 70.0 410 70.0 729 70.0 425 70.0 875 70.0 438 00 1021 70.0 438 70.0 1167 70.0 4M 63 in 70.0 3113 70.0 3D7 70.0 459 70.0 350 70.0 5W 70.0 387 70.0 613 70.0 418 7D.0 689 70.0 443 70.0 766 70.0 462 70.0 919 70.0 4al 70.0 1072 70.0 482 70.0 1225 70.0 482 66 in 700 401 70.0 325 70.0 181 70.0 1 372 1 70.0 561 7D.0 413 700 642 70.0 447 70.0 722 70.0 476 7D.0 802 70.0 498 70.0 963 70.0 525 700 1123 70.0 529 68.1 1248 70.0 529 0 72 in 70.0 438 70.0 362 70.0 525 70.0 416 70.0 613 70.0 484 70.0 700 700 506 70.0 788 70.0 541 70.0 875 70.0 571 69.9 Vida 70A 613 59.9 1a49 Ale iM 52.4 10a9 70.0 6W Z 6 In 700 4fi2 70.0 3B6 700 SM 70.0 415 700 641 MID 498 70.0 739 70.0 644 Ma 31 70.0 585 70.0 924 70.0 620 59.5 941 70.0 671 51.0 941 70.0 6W 44.6 941 70.0 702 7E in 70.0 171 70.0 398 700 5M 70.0 459 70a 664 70.0 515 70.0 758 70.0 564 7D.0 M3 70.0 607 0.0 891 70.0 644 55.0 8W 70.0 Me 47.1 aa4 87.0 701 41.3 881 66.1 60 SO in 70.0 54) 70.0 471 MI B56 10.0 147 61.4 871 55.3 575 53.7 671 582 556 47.7 611 a 558 43.0 671 48.8 1 35.8 671 43.1 539 30.7 671 39.7 531 26.9 671 37.9 526 70.0 583 0.0507 59.0 sm 61A 518 50.6 SBO 54.1 509 M.3 590 47.5 502 393 590 43.0 49/ 35.4 590 WL. 48a 29.5 590 3q,7 47] 25.3 5901.5 469E169.7 468 W.5 21 41.4 498 42.8 414 Wis Ibfi 37.1 OB 311 466 329 40245.a 411 46.7 400 382 M7 3a.3 393 32.7 411 31.1 387 ib.6 1 30.23B2 36.3 37B 36.9 3N 302 37B 31.11 339 TART C 10 Mchor Cepachy Table(16f) Subltrvte: 2.71, C-0. 3.5k Cmc. I Halfow CMU Filled CL1U PT Wdod Mead Anchor Clip Patterns Andhdr Type: 3'1G FJm Utrdcm V4' F3co U81amn 5'lfi Elmuuamn VI6' Elm LArn:m 114' Eim Uaramn V<' 55 EkdA@7eGEk 1l 6- El5'16' Ekd 1;4• SS ElmApgreGan 010 SledScrew () C2 SteelSvea (G5j n12 5teelSnowIGS) Edge 6starrn lini: 1'1 2-1,2' 1 3118' 11 2-112. 1 2-V2' 2' 3-I/B' 2 0.48' 0.54• 0324' 2 Antdnrs Q 4 7S Mn. O.C. / Srartlad or Ofsel Clip (Fig. 1) 9901ba 390 8a 4501bs 890 hs 1644 fibs 270Ibs 24f01bs 15a Ibe 7<01ad 374 Ibs 6fi4 Yx 946 lad 341 Ibs 6a2 1M 5601bs 4 Anchor, rg` 1.15• Min. O.0 7 Standard a "fuel) Clip (fig. 2). 480 W 700 WA WA WA N'A 3601bs WA WA WA N'A W'A 682lbs 85 ias 1120 k 4 Anders Q 3• Mn. O.C.1 (2) 2s5 A1gie ClipsI (Fg. 3): 780 Ib 6w 1bs 1560 Ibs 18M 1bs 5401bs 5601ba WA 7801Ln 74a Ibs aB01bs 1B92 die 6821bs 865 to 11201ad3Alchws®D.54' Min. O.0I UCBp. into.100' Al -(Fig. 4): WA WA N'A W'A WA WA WA MA WA N'A WA WA WA 950 lbs 1 Arthur 7 FC0p(Fig, 5), 195 Lb 2)51bs 445 Ns E22Ibs 1351bs 1401bs 177 Ibs 3701Is 18710a 3321hs 4731bs 1701bs 221 Ibs 40 as 2 Anch- @ I.1S lAn O.CI FLIT (Fi 6} 2L0 ba 35D ba WA WA WA WA 1901ho WA WA WA WA WA 341 IDs 442 Li 560 Ide FIGURE 1. ISTANDARD CLIP SHOWNI: FIGURE 2,(STANDARD CUP SHOWN): FIGURE 3: ANGLE CUP MUST BE USED IN PAIRS. FIGURE4: FIGURES: FIGURE 6: O TABLE NOTES: - 1) SEE SHEET 9 FOR INSTRUCTIONS ON USING THE TABLES. SEE SHEETS 3-5 FOR GENERAL INSTALLATION METHODS. USE THIS SHEET FOR e g" mom s CLIPPED MULLIONS N s 441 a u c USE RECTANGULAR LOADING FOR ALL TEE OR u 0 2: CROSS CONFIGURATIONS, GURATIONS ANDALL ASSEMBLIES CONTAINING A SINGLE/DOUBLE HUNG WINDOW. USE TRAPEZOIDAL TRIANGULAR LOADING FOR.ALL OTHERS. - N Z 9Ana Q 4NCHOR CAPACITY ADJUSTMENT FORMULA: ANCHOR CAP.,,,,,,, 1Da,„) X ( MULLION CAP. ANCHOR CAP.,, USE THIS FORMULA TO OBTAIN THE 'ANCHOR CAPACITY REQUIRED' CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEET 9. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEET 9. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE - TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF .100" THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND 045" THICK ( 18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST .125- THICK AND A36. ALL ANCHORS INTO METAL. SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. 10 & #12 ANCHORS INTO WOOD MAY BE STEEL, 18-8 S.S. OR 410 S.S. 1.250' l 1G cN Sg • FP 3.250' tJo. 58705 /= 15 Q TC OF LGR10, C, 1,25" X 3.25"X.624' MULLION A. LYNN'MILLER, P.E. FL P. E.# 58705 TART FAA Mullion Capacity Table (IbsrrW Opening Width (for 1 fim6y-spanrdrg mullions)or Opening Height (for horimnlaiiy-spanning muliorls) 50 in 60 in 70 in BON 190 in 100 in 120 in 140 in 160 in 125z3.94 i .fi24 RacUngular Loading TwfTriang. Lording RsclangWA"g TnpTnarlg. Loading Rcc[anOWr Loading TiepTrbrg. L-dig Rlclarguler L-ding T.VTnan9. LNdirg Rectangular Loading TrWTderg. Louring RmWngubr Loading TrapTriaV. Loafing Rectarlg_ Loading TnPITnnng. I-n-ing ReyangWer Lording r p Tnarg. ndng Recun9war Loading T.FTneng. Loading Alum. Tube Mullion p S Tl 5 Tii-1- i-iie aP 7 5 i g 7fie i$ S 3a` aF 3 6 E$ S a S 69h 6 8>#>aii itSt i f 5_ a Sa apt 421. 70.0 255 70.0 IM 70.0 306 70.0 1B7 70.0 357 70.0 200 70.0 408 70.0 214 70.0 459 70.0 214 70.0 510 70.0 214 70.0 613 70.0 214 70.0 715 70.0 214 70.o 817 70.0 214 48 in 70.0 292 70.0 216 ro.0 350 0.0 241 Tn0 40a 70.0 259 0.0 467 - 10.0 272 70.0 52s 70.0 279 70.0 583 70.0 2W 70.0 700 70.0 2BO 70.a 517 70.0 nO 70.0 M 70.0 280 50.6250 70.0 30B ro.0 232 70.0 369 70.0 260 70.0 431 70.0 282 70.0 492 70.0 29B 70.0 554 7aO W8 70.0 615 70.0 311 70.0 738 70.0 311 70.0 B61 70.0 311 70.0 984 70.0 311 54 in 70.0 320 70.0 252 70.0 394 70.0 284 70.0 459 70.0 311 70.0 US 70.0 331 70.0 591 70.0 345 70.0 656 70.0 352 0.0 78B T0.0 35i 70.0 919 70.0 354 70.0 1050 70.0 354 60b 70.0 3fi5 ro.0 2B9 m.0 3B lap 32B 70.0 610 70.0 362 70.0 583 70.0 389 70.0 656 70.0 410 70.0 720 70.0 425 roA 875 70.0 438 70.0 1021 70.0 438 70.0 1167 70.0 438 61b 70.0 383 ro.0 307 ro.0 459 70,0 350 70.0 536 70.0 387 70.0 813 70.0 418 70.0 689 70.0 443 70.0 766 70.0 4B2 70.0 919 70.0 481 70.0 1072 70.0 412 MCI IM5 70.0 4B2 ell in 7a0 Cl 70.0 325 70.0 481 70.0 M 70.0 581 70.0 413 70.0 542 70.0 H7 70.3 722 70.0 476 70.0 802 70.0 40 70.0 963 70.0 525 Tao 1123 70.0 529 70.0 1283 70.0 529 72 in 70.0 438 70.0 36Z 70.0 525 70A 416 70.0 613 70.0 464 70.0 700 70.0 506 70.0 74B 70.0 541 70.0 875 70.0 571 70.0 1050 70.0 613 70.0 1225 70.0 630 70.0 1400 70.0 6i0 4 76 in 70.0 462 70.0 386 ro.0 S54 70.0 445 T0.0 fill 70.0 499 0.0 739 70.0 w 70.0 831 70.0 585 ro.0 824 70.0 am 70.0 lim 70.0 671 70.0 IM3 M.0 698 70a 1470 70.0 702 78 in 70.0 474 70.0 398 70.0 See 70.0 459 70.0 fill/ 70.0 515 70.0 759 70.0 64 70.0 863 70.0 607 70.0 948 70.0 644 70.0 1138 70.0 700 70.0 1327 70.0 732 6B.2 1477 70.0 739 90 in 70.0 547 70.0 471 70.0 656 70.0 647 MO 766 70.0 617 70.0 875 70.0 681 70.0 984 70.0 73B 70.0 1094 70.0 790 59.2 1110 70.0 875 50.7 1110 65.6 878 44.4 1110 62.7 870 961n 70.0 113 70.0 101 10,1 701 70.0 591 70.0 517 nio 608 0.0 9M 70.0 739 55.0 975 70.0 804 58.5 975 65A 607 48.8 975 57A 7B9 41.a 975 52.3 776 Ica in 70.0 656 7&D San 68.5 70.0 678 S67 771 61.3 674 51.4 771 54.3 664 ill in 70.0 U74 70.0 599 13.1 14.2..4 65.0 850 54.1 730 58.3 640 47.3 730 49.9 631 l al in 59.9 fi24 61.0 Me 9.9 51.2 Sfi0 SEE 1" N CAR 190-1077 34.7 40] FOR 35.1 FRTIFIrATInM 400 TB.9 395 TART F AR Mchor Cap Ity Table Iba Sut .Ie: 2.7k Carcrge 3.5k Core. Rdbw CMU Filled CMU PT Word Mebi Anchor Clip PatternsUk-acmArtilyTypa: 3/18' Eko lLkacan 1/4' Eto Ultracm 5116' Eko 3'1V Eko Uliracon 114' r- IBaacm 114' IS ElcoAggraGatar 5116' ElcoUnrecon 1/4• SS EleaA99nic- a10 Stallcn„v(G5) 112 S-1Screw (GS) 912 SlealSc (G5) Edge Dictarca (In): 1' 2-I r2' 1' 2-1/2' 3-118, 1' 2-1/2• 1' 2-112' 2' 3-1/8' 2• 0.48' 0.54' 0.324' 2 Anrhn9 01.75' Min. O.C. 1 Sbndard 4 Anch ni @ 1.16"Min. O.C.1 SIeMa10 Emtedmenl (in): y Olhet qp (Fg, ik er OBkal)Cllp (Fig. 2)' 1-3I4' 390 ba 460 bs 1-314' 3901ts 7001Cs 1-3l4' 4501ts WA 1-3l4' BBO bs WA 2' 16H 0U WA 1-1/4- 211 It* WA 1.1/4• 2801ts 38016s 1.1/4• 114 Its WA 1-1/4• 740 It. WA 1-I/4' 374 IW WA 1-1/4' 664 Its WA 2' 546 bs WA 1-318' 341 Itni fie2 bs 1-3/8' I 4421i BBS 14s 560 bs 11 U I1__ 4 Ammons ® 3' Mn. O.C. / (2) 2x5 Angle CYps 1 (Fig. 3): 4 Arlchne ® 0.54' Min. O.C. / LFCIip. into .100' AWm. (F 44): 7B01ts WA BO IOe WA BBO be WA 15601ts WA 1096 Its WA 540 bs WA 5601b WA WA WA 7601ts WA 7481ts WA BBo its WA 18921ts WA fie2 Ws WA BBS Itn WA 1120 Its 1267 bs i Anchor I FGiP IFg. 51: 1951ts iB51bs 225 ks 44510s 822 Its 135 bs 1401ts 1771fis 3701m 1B71Ss 3321ts 413 bs 110 Its ZZl Ibs 2110 bs2Aj, ®1.15' Min. O.LJ Flip (Fg. 6} 210 ns 350 bs WA WA WA Wq 19010s WA WA WA WA WA 311 tln 4431M 560 bs FIGURE 1 STANDARD CLIP SHOWN): FIGURE 2 STANDARD CLIP SHOWNI' p FIGURE 3: ANGLE CLIP MUST BE USED IN PAIRS. FIGURE 4: FIGURE 5: FIGURE 6: M 0 USE THIS SHEET FOR CLIPPED MULLIONS USE RECTANGULAR LOADING FOR ALL TEE OR CROSS CONFIGURATIONS, AND ALL ASSEMBLIES CONTAIN WG A SINGLE/ DOUBLE HUNG WINDOW. USE TRAPEZOIDAL TRIANGULAR LOADING FOR ALL OTHERS. DP_) X ( MULLION CAP._'_ ANCHOR CAP.,,,,',' ml ry ANCHOR CAP.,,, USE THIS FORMULA TO OBTAIN THE'ANCHOR CAPACITY REQUIRED" CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY ( FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. 1. 250' TABLE NOTES: 1) SEE SHEET 9 FOR INSTRUCTIONS ON USING THE TABLES. SEE SHEETS 3-5 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE 3.94' SHEET 9. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEET 9. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT - FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6063- T5 AND BE A MINIMUM OF .100' THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND 624' 045" THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST .125' THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. 10 & # 12 ANCHORS INTO WOOD MAY BE STEEL, 18-8 S.S. OR 410 S.S. 1.25- X 3.94' X .fi24' MULLION GENERALNOTES DESIGN REQUIREMENTS DESIGN LIVE LOADS(MINIMUM): A ROOFS-20PSF WIND DESIGN LOAD INFORMATION - PER 2014 FBCR, 5th EDITION SECTION R301, REF, ASCE 7-10) BASIC WIND SPEED (Va) = 139 MPH (3 SECOND GUST) IV—) = 108 MPH (3 SECOND GUST) BUILDING CATEGORY = II (ASCE 7-10) WIND EXPOSURE(ALL SIDES) =B (ASCE 7-10) INTERNAL PRESSURE COEFFICIENTS (ASCE 7-10) ENCLOSED BUILDINGS=+/-0.18 PARTIALLY ENCLOSED BUILDINGS=+/-&55 NOTE: COEFFICIENTS FOR PARTIALLY ENCLOSED STRUCTURES ARE APPLIED WHEN DESIGN OF MEMBER(S) FALLS UNDER ASCE 7-10 DEFINITIONS CLASSIFYING AS SUCH) ALL COMPONENTS AND CLADDING NOT SPECIFIED ON PLANS SHALL BE DESIGNED TO WITHSTAND THE FOLLOWING PRESSURES (p m): FOR WALL LOCATIONS: -28.3 PSF, +21.2 PSF FOR ROOF LOCATIONS' -09.9 PSF, +122 PSF 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 (Fm = 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. 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 SHALL BE PLACED IN THE CENTER OF THE MASONRY CELL TYPICAL UNLESS OTHERWISE NOTED. 7, REINFORCING STEEL SHALL BE LAPPED MINIMUM 26' UNLESS NOTED OTHERWISE ON THE DRAWINGS. 8. HOOKS AT TOP & BOTTOM OF VERTICAL REINFORCING BARS TO BOND BEAM AND FOOTING TO BE NO LESS THAN 12 BAR DIAMETERS EXCLUDING BEND 9. EXPANSION TYPE ANCHORS ARE NOT TO BE USED IN BOND BEAM. EMBEDDED ANCHORS OR EPDXY FASTENED STUDS SHALL BE USED. BOLTS AND THREADED RODS 1, ALL BOLTS & THREADED RODS TO BE ASTM A307 OR BETTER(U.N.O.) WOOD CONSTRUCTION 1, WOOD CONSTRUCTION SHALL CONFORM 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 2X81s OR DEEPER TO BE SOUTHERN PINE NO. 2 GRADE FIELD REPAIR NOTES 1. 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/SPB MAY BE SUBSTITUTED FOR SSP OR SP1 @BOT. PLT. & SP2 @TOP PLT). DEMOLITION: NOTES: 1. G.C. TO CONTACT DESIGN PROFESSIONAL IF EXIST. CONDITIONS VARY FROM PLANS. 2. G.C. TO VERIFY WALLS AS NON -LOAD BEARING BEFORE REMOVAL OR PROVIDE SHORING AS REQ'D. 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. REMOVE t REPLC DAMAGED DOOR 11Au -A, DRAWING INDEX C COVER SHEET & DEMOLITION PLAN 01 FLOOR PLAN 01.1 DIMENSION PLAN 02 EXTERIOR ELEVATIONS 03 ELECTRICAL PLAN S1 ROOF & CEILING REPAIR PLANS SD1 DETAIL SHEET HARPER RESIDENCE 2200 CORDOVA DR. SANFORD, FL 32771 REVIEWED FOR COS COMPUANCE PLANS EXAMINER 4-Z3 DATE REMOVE t REPLACE DAMAGED CMU WALL PER PLAN 3'-4' RECORD COPY BUILDING DATA Q t 0 2014 FLORIDA BUILDING CODE RESIDENTIAL, 5 th o EDITION 2014 FLORIDA BUILDING CODE EXISTING, 5 th EDITION NATIONAL ELECTRICAL CODE (NEC) 2011 EDITION 2014 FBC RESIDENTIAL, 51h EDITION - ELECTRICAL CLASSIFICATION TYPE: REPAIR SCOPE OF WORK FIRE DAMAGE: REPAIR DAMAGED RAFTERS & CEILING JOISTS PER PLAN REPAIR DAMAGED CMU WALL PER PLAN REMOVE & REPLACE DAMAGED DOORS & WINDOWS PER PLAN REWIRE ELECTRICAL SYSTEM AS REQ'D. REMOVE & REPLACE HVAC SYSTEM AS REQ'D. (BY OTHERS) w LEGEND 3 U T T-- 21=J l_ J\ REMOVE t REPLACE 9 DAMAGED WINDOWS t DOOR A10 REMOVE 4REFIL71-E INTERIOR FINISHES AS REO'D REMOVE t REPLACE DAMAGED WINDOWS t DOOR C _ _ DEMOLITION PLAN 1/8"=1'-0" EXISTING TO REMAIN EXISTING TO BE REMOVED A PERMIT ISSUED SHALL BE CONSTRUED TO BL-4m: WITH THE WORK AND NOT A' DENSE TO PROCEED 7, 111119AUTHORITYTOVIOLATE, CANCEL, ALTER OR SET ° m ASIDE ANY OF THE PROVISIONS OF THE TECHNICAL InD1.- 0000 LODES, NOR SHALL ISSUANCE OF A PERMIT PREVE Lj L n M TF-P BUILDING OFFICIAL FROM THEREAFTER c Z cl) (V Y N LJi REr)UIRING A CORRECTION OF ERRORS IN PLANS, JjNN W CONSTRUCTION OR VIOLATIONS OF THIS CODE w Lo m Q w o z n W Oa a 0o U z0 m Z 0 0 O F_ Z W :IQ z ZzFaZ o N C) C w W U w LU 0 0 j co J W 0 po a WW0- U O wOZ Q N Q 0 ="c/5 SAN9FORD r---- SSPE w O Z D OCC-HARPER SCALE AS NOTED w oATe 08.26.2015 2 8 a35 1 l/./'. SMT 1 OF 7 AK GENERAL, (VOTES: LEGEND 1. WINDOW AND DOOR SUPPLIERS SHALL PROVIDE CURRENT ROUGH OPENING jo HATCH INDICATES AREA OF CMU WALI INFO WHICH SHALL HAVE PRECEDENCE REPAIR. REFER TO DTL. 3/SDI OVER THE WINDOW AND DOOR SCHEDULES ON PLAN. WINDOWS & 0 INDICATES EXISTING WALL TO REMAIN DOORS TO COMPLY WITH 2O14 FBC (5th EDITION) ENERGY EFFICIENCY CODE. xx.x COMPONENT DESIGN PRESSURE (p..) INDICATES GROUT FILLED CELL WITH 2. DO NOT SCALE PLANS. DIMENSIONS 1) VERT. #5 IN GROUT FILLED CELL ARE TO BE FOLLOWED AS NOTED. REFER TO DETAIL 3/SD1) 3. G.C. TO VERIFY ALL DIMENSIONS WITH FIXTURES TO BE INSTALLED TO ENSURE COMPLIANCE 4. H.V.A.C. SYSTEM TO BE SIZED AND DESIGNED BY H.V.A.C. CONTRACTOR 5. REFER TO FLOOR PLAN FOR CEILING HEIGHTS 6. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS AT SITE BEFORE PROCEEDING WITH ANY WORK EXIST. 7. NOTES INDICATING TYPICAL CARPORTCONDITIONSSHALLAPPLYTOALL LIKE AREAS UNLESS NOTED OTHERWISE 8. 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). zs.a 9. PROVIDE MIN. 1" DUCT BOARD FOR AHU EXISTING SQ.FT. CALC'S EXISTING LIVING 2,178 SQ. FT. EXISTING ENTRY 32 SQ. FT. EXISTING CARPORT 464 SQ. FT. EXISTING UTILITY 502 SQ. FT. TOTAL UNDER ROOF 3,176 SQ. FT NOTE: G.0 TO FIELD VERIFY WINDOW/ DOOR SIZES PRIOR TO WINDOW/ DOOR PURCHASE. 3 SD DUCTS IN GARAGE AND AT CEILING OR WALL PENETRATIONS INTO LIVING LL=d 279 3'-4• SPACE (UNLESS UNIT IS ENCLOSED IN A 1 e 3043 5H 5843 Fr, 3043 SH SEPARATE CLOSET). 10.PROVIDE MIN. R-13 INSULATION IN O FRAME WALLS SEPARATING GARAGE EXIST. AND CONDITIONED AREAS OF THE sC B RESIDENCE UNLESS NOTED OTHERWISE UTILITY ON ENERGY CALCS. V-0• CLG. 11.G.C. TO VERIFY WITH WINDOW MANUFACTURER THAT ALL WINDOWS MARKED AS EGRESS HAVE A NET CLEAR OPENING OF 5 S.F. IF LOCATED AT GRADE LEVEL OR 5.7 S.F. IF LOCATED ABOVE. A 24" MINIMUM CLEAR OPENING HEIGHTAND A 20" MINIMUM CLEAR EXIST. EXIST. WIDTH ARE REQUIRED. UTILITY UTILITY 12. PROVIDE WINDOW GUARDS THAT 8'-0' CLG. 8'-0' CLG. EXIST. FAMILY ROOM 8'-O' CLG. REMOVE 4 REPLACE INTERIOR FINISHES AS REQ'D. COMPLY WITH ASTM F2006 OR F2090 + 21.0 FOR OPERABLE WINDOWS LOCATED 279 MORE THAN 72" ABOVE THE FINISHED 3043 SH 5843 FG 3043 GRADE OR SURFACE BELOW, AND IF THE LOWEST PART OF THE CLEAR OPENING OF THE WINDOW IS LOCATED f WITHIN 24" OF THE FINISH FLOOR OF THE ROOM. - II II I I II EXIST. 2668 d) d) Xaw_ IV mv v d) w EXIST. (3) 24 SH EXIST. DINING 8'-0' CLG. EXIST. LIVING ROOM V-O' CLG. F.F. EXIST. EXIST. EXIST. 3043 SH .5843 FG 3043 SH EXIST. 4445 HR EXIST. 4445 HR EXIST. GREAT ROOM 8'-0' CLG. 4 EXIST. KITCHEN 8'-O' CLG. EXIST. BEDROOM 3 EXIST. ENTRY 8'-O' CLG. FLOOR PLAN 1 /8"=1'-0" K v a m Xw EXIST. 24 SH EXIST. 24 SH EXIST. BEDROOM 1 8'-O' CLG. EXIST. BEDROOM 2 8'-O' CLG. z A s U- e ilk c3 02 'oe Z W m Co 00N Z co a J o r Q z C m <Uj O5Z w m QUZQU)Q w w oN o a O m r Xw EEIC) Inw0 i r o ter ra LLI C U W m= w N z Wow C) LuLu O o Q 0 Q a o 2(V U) USANFC)_R" DESIGN DRANMAK CHECKED SSPE EXIST. (2) 24 SH EXIST. (2) 24 SH Joe - OCC- HARPERscaLEASNOTED D-E 08.26.2015 a 15-2R'35 _ 01 SHT 2 OF 7 EXIST. CARPORT El 8 6 a v O UTILITY 8'-0' CLG. 5'-4' 9'-2' 3'-1. EXIST. UTILITY e EXIST. UTILITY ALL DIMENSIONS ARE APPROXIMATE AND TO BE FIELD VERIFIED 6'-0' EXIST. FAMILY ROOM B'-0' CLG. V-0' UUW U WV) QOW U J r/ d _-x 0 ti UZ 3 r- o 0 EXIST. Z' GREAT ROOM 0 o o m`,,N 11 pp w D oD m U QNM lull o m Z Cv) 04 CD -J N LL z r U duiWcoM z w m ZuJOZz) N c Z j Q W O N 0 a W S r---- o o ;wnX EXIST. o a OOM I QmKITCHENZ B'-0' CLG. GLG. O 13'-II' EXIST. -j W J = DINING 2' 2` a W p qb GLG. —_--_ w W o S 0 0 w (o C z ( EXIST. F111 LIVING ROOM W-O' cLG. I w p Q M \ 01 EXIST. EXIST. w o BEDROOM 3 BEDROOM 2 Y o a'-D' CLG. Z.ty- of U d. L) OLL o Z x CV Q Q DE = N co ENTRY B'-m• cLG. \LD!/C 2 DESIGN DRAWN AK O CHECKED EXIST. $ SPE r SANFORD- JOB OCC-HARPER scA E AS NOTED O p RT``DATE 08.26.2015 DIMENSION PLAN 15 2 8 3 5 N 01,1 SHT 3 OF 7 Ktr'IAIN UNC HANGS U PARTIAL FRONT ELEVATION 1 /8"=1'-0" hIN ISH IU MATCH EXIST. PARTIAL REAR ELEVATION 1 /8"=1'-0" 5TRUCTURE TO REMAIN UNCHANGED xU NN W w W:' Oo. c9 4o y L 111111 00 w N m y N M C U YOJ s Z M N r N W a N (nNN W MZF-QO o p U QQZ. N W J0a O U cm O Z z m 0 Z O U0 z W D U) Z LU wW w p oW ww d A z o p 5m o g w a Of W < N C N 0QM. WwOLL Ir W Zx:F O Of W M 0CULLOZ a U) jDESIGN DR—NOCHECKEDAK GSANFORD SSPEZJ08 OCC-HARPER W sCA E AS NOTED N DATE 08.26.20'16 g 35 w N H SHT 4 OF 7 02 ELECTRICAL NOTES: ELECTRICAL LEGEND W Q 1. THIS ELECTRICAL PLAN IS TO BE USED FOR $ SWITCH, SINGLE POLE t PLACEMENT PURPOSES ONLY. DESIGN $ SWITCH, THREE WAYPc LIGHT FIXTURE, LAMP HOLDER W/ PULL CHAIN AND CALCULATIONS TO BE THE RESPONSIBILITY OF THE ELECTRICAL OUTLET 110-115 SD SMOKE DETECTOR. CONTRACTOR. dCsF.I. OUTLET 1.10-115, GROUND FAULT CIRCUIT © CARBON MONOXIDE DETECTOR 2. LOCATION OF EXISTING UNDERGROUND INTERRUPTER EXHAUST FAN UTILITY LINES AND STRUCTURES SHALL BE /J7 WP OUTLET 110-115, WATER PROOF G.F.I. z DETERMINED AND VERIFIED INTHE FIELD VYCsF.I. QO GARBAGE DISPOSAL O PRIOR TO COMMENCING WORK;, DG' DISCONNECT SWITCHOUTLET220-240; SPECIAL PURPOSE a_ ELECTRICAL CONTRACTOR SHALL BE ® ELECTRICAL PANEL RESPONSIBLE FOR HIS DAMAGE TO OTHER LIGHT FIXTURE, CEILING MOUNTED U TRADES. F CEILING FAN, INSTALLED w LIGHT FIXTURE, WALL MOUNTED 3. ELECTRICAL BOXES INSTALLED IN FLOORS, ® LIGHT FIXTURE, HANGING E g METER WALLS, OR CEILINGS SHALL BE MOUNTED FLUSH WITH FINISHED SURFACE AND CONDUITS AND/OR CABLES SHALL BE CONCEALED UNLESS OTHERWISE NOTED. I 4. EXTERIOR, GARAGE, KITCHEN, BATHROOM OR ANY'OUTLETS WITHIN 6' OF WATER j SOURCE ARE`GFI. w 5. ALL SMOKE DETECTORS TO BE INSTALLED PER NEC 2011. 6. ALL 15-20 AMP BRANCH CIRCUITS THAT SUPPLY OUTLETS IN FAMILY ROOMS, DINING ROOMS, LIVING ROOMS, PARLORS, \ NOTE: I EXIST. LIBRARIES, DENS, BEDROOMS, SUNROOMS, ENTIRE ELECTRICAL SYSTEM SHOWN. ELECTRICAL i GREAT RECREATION ROOMS, CLOSETS, HALLWAYS, XEIST CONTRACTOR TO IDENTIFY & REWIRE ALL I ROOM ` OR SIMILAR ROOMS OR AREAS PER NEC HOMERUNS, CIRCUITS, AND COMPONENTS DAMAGED5. 210.12(B) SHALL`BE PROTECTED BY AN CARPORT BY FIRE. UNDAMAGED COMPONENTS TO REMAIN. € ARC -FAULT INTERRUPTER(S) OR COMBINATION TYPE. \ \ T ALL ELECTRICAL WORK AND APPLIANCES SHALL CONFORM TO NEC 2011. I NOTE: ALL EXISTING ELECTRICAL 8. EXCEPTIONS FROM GFI REQUIREMENTS OUTLETS & FIXTURES NOT SHALL BE PERMITTED PROVIDED LOCATION i ADDRESSED TO REMAIN. i I WHERE EXCEPTION IS DESIRED IS j EXIST. ALLOWED PER NEC 2011. 1 ' 5A TN 9. CARBON MONOXIDE ALARMS AS SHOWN i j / NEW PER PLAN'. ALARMS SHALL RECEIVE THEIR' rF---- we I PRIMARY POWER FROM THE BUILDING I NEW I - ' € € [ WIRING, BE INTERCONNECTED AND HAVE I, I BATTERY BACKUP: A SINGLE COMBO J EXIST. DETECTOR MAY BE USED ILO INDIVIDUAL EXIST. DININGEXIST. i( N£WNEW SMOKE &CARBON MONOXIDE DETECTORS. UTILITY 0— HEN € Q E U10. ALL 120 VOLT 15 20 AMP RECEPTACLE nz ' \ ' / NEW z OUTLETS IN FAMILY ROOMS, DINING ROOMS, AFF. 1 EXIST. um wLIVINGROOMS, PARLORS, LIBRARIES, DENS, TO EXIST. ' € 1 BEDROOM 1 rIFI BEDROOMS, SUNROOMS, RECREATIONFIXTUREROOMS, CLOSETSHALLWAYS, OR SIMILAR-1 \ ` I w LJJ JROOMS ORAREASPERNEC210.12(B) SHALL j \ I so O w W BETAMPERRESISTANTTYPEPERNEC1nySECTION406. 11. _ 1 EXIST, TO EXIST. 5D 11. VERIFY LOCATION OF ALL COMPONENTS W/ I} FAMILY ROOM \\Xr HOMEOWNER PRIOR TO COMMENCEMENT EXIST- € j OF WORK EXIST. EXIST. UTILITY UTILITY k LIVING ROOM w . 12. ALL OUTLETS TO BE TAMPER RESISTANT \ NEW ( € ! U 13. ALL RING IS TO BE #14 AWG OR LARGER] t` WIi ] 3 Z C) r SIZE PER NEC) SOLID COPPER TYPE THHN I \ € ' \ p Q M AND ELECTRICAL SERVICE WIRING IS TO BE i W O LL TYPE THW OR THWN. y II r w TOEXIST. € (€ Y 7 C) Qf 14. ALL WIRING IS TO BE SHEATHED NM OR NMC SWITCH Qf O WHEREREQ' D (ROMEX) F I EXIST. [ 3 EXIST. w d U U_ 15. USE CLAMPING TYPE ROMEX CONNECTORS CAI BEDROOM 3 € BEDROOM 2 o Q o Q AT EACH BOX. f w LD/NG a GN CV to DESIGN DRAWN AK 16. EACH CIRCUIT IS TO HAVE CONTINUOUS EXIST SSPE SOLID COPPER BARE GROUND WIRE CHECKED SA ! F0 R CONNECTED TO EQUIPMENT GROUND BAR ENTRY JOB OCC-HARPER IN THE MAIN DISTRIBUTION PANEL. ELECTRICAL P LA 1 tl O SCALE AS NOTED ALTERNATE INSTALLATION OF A GREEN cAgR_p""' DATE 08.26.2015 PIGTAIL FROM THE GROUND SCREW TO THE LUG NBOX WHERE THE GREEN /$"='_0" ^ A ® A GROUNDD WI WIRE IS CONNECTED. (IF METAL L aJl BOX) SHT 5 OF 7 NAILING SCHEDULE: ROOFS: ROOF TO BE 1x DECKING. REFER TO DETAIL 4 SHEET SD1 FOR NAILING PATTERN. DECKING TO BE PLACED WITH LONG DIMENSION PERPENDICULAR TO SUPPORTS (RAFTERS). END JOINTS IN ADJACENT DECK BOARDS TO BE SEPARATED BY AT LEAST ONE RAFTER SPACE AND A MINIMUM OF TWO DECK BOARDS SHALL EXIST BETWEEN JOINTS ON THE SAME RAFTER. NAILS: NAILS -USED IN ALL SHEATHING APPLICATIONS SHALL BE MIN. 8dx2" RING -SHANK (0.113 SHANK DIA.) 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 RR(1N7F (1R rOPPFP NOTE: NAILS, BOLTS, SCREWS AND CONNECTORS FASTENED IN PT. OR FIRE -RETARDANT -TREATED WOOD SHALL BE HOT DIPPED ZINC -COATED GALVANIZED STEEL, STAINLESS STEEL, SILICON BRONZE OR COPPER. t CEILING REPAIR PLAN 1 /8"=1'-0" It S UN ft c y i N o U. d' d Ci ul V i m'~. O` er ' ,' 0 DO CDmNwx T ( D r DD _ m NNM Uo Z M N O J N LL u N N g W z 0 m ¢.M Lj Ojd UZ> u)< w 0¢ W o U N 0 CC) 1 U Zm Z O 1 I.L Z a W z N_ xQ^ y U w LL OU U) C W W AP m Z C) r i z I 6 n. w N 0 n J' LLI ' LL W i H , 0 w a U O0 p I.O Z z Q N Q F. d= N to 7\ D)iv' SDESIGN DRAWN CHECKEDSSPE zjoe OCC-HARPER Uw.SCALE AS NOTED RAFTER REPAIR PLAN ATE ° 6262°,6 a a i SHT - 6 OF 1 d 11y 11 I I ICI IN BUCK SPECIFIED BToo, WINDOIUDOORMIN mm MANUFACTURER NOTES: go N m_ I. WINDOW AND DOOR ASSEMBLIES TO CONFORM TO-FRC 2014 (5th EDITION) 2. 2X PT BUCKS/NAILERS SHALL EXTEND BEYOND INTERIOR FACE OF WINDOW, FASTEN BUCK TO MASONRY. W/ (U ROW OF 3No'X4' TAPCON5 6' FROM ENDS AND 16' OL. MAX TAPCONS TO BE 1 1/1' 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 I0dX3' NAILS STAGGERED •12' O.C. EA SUCCESSIVE BUCK 5. MIXING OF IX AND 2X BUCKS SHALL BE PERMITTED FOR THE SAME OPENING IF WINDOW MANUFACTURER AND PLAN REQUIREMENTS FASTENING) ARE MET. 6. ADDITIONAL WOOD MATERIAL MAY BE FASTENED TO 2X BUCK W/ (2) ROWS OF Sd NAILS •16' OL. FASTEN WINDOW TO 2X PER WINDOW MANUFACTURER' S SPECS. OWINDOW / DOOR BUCK DETAIL N.T.S. 2) ROWS STAGGERED I0dx3' NAILS •6' OL7 MIN) 6' MIN x x x 44 ELEVATION VIEW EXIST. 2, 6 RAFTER 2x6 SCAB SECTION VIEW OSCAB DETAIL NEW5 VERT. INSTALLATION NOTE: I. INSTALLATION W/ EXIST FTG DRILL A 3/4' DIAMETER HOLE (MIN. 6' DEEP) IN EXIST. FTG AT THE LOCATION OF THE REBAR TO BE INSTALLED. INSTALL NO. 5 BAR INTO EPDXY FILLED HOLE (EPDXY TO BE SMPSON STRONG, BOND EPDXY OR EQUIVALENT. USE MANUFACTURE'5 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 GROUT FILL CELL. USE 25' MIN. LAP SPLICE AT BAR HATCH INDICATES - EXIST. -MMU. WALL TO REMAIN (TYPJ ADD BRICK TIE •16' OL_TAPCON TO EXIST. WALL OREAR WALL REPAIR AREA G.C. TO SHORE EXIST. BEAM BEFORE REMOVAL FLASHING AS REQ'D. OF LOAD BEARING WALL. NEW Sx4x16 CMU WINDOW OPENING REFER TO NOTE I ABV..FOR INSTALLATION OF NEW S. VERT. IN GROUT FILLED CELL ELEVATION EREMAIN ( TYP.) 1/4"= V-0" 2x6 FULL LENGTH SCAB (ONE ROOF COVERING: SIDE ONLY) TODAMAGED SHINGLES TO MATCH EXISTING mT FROR OCCATION)sREFER TO 51 APPLIED PER MANUF. SPECS) ON 30# DETAIL 2/SDI FELT OVER ROOF SHEATHING PER PLAN. EXIST. RAFTERS TO REMAIN NOTE: G. C. TO WIRE BRUSH & SEAL LUMBER AS REQ' D. TO REMOVE ODORS. EXIST. BLOCKING TO REMAIN (TYPJ 2x6 (r LENGTH) SCAB ONE SIDE ONLY) REFER EXIST: 2x PLT. TO DETAIL 2/SDI TO REMAIN . REMOVE 1 REPLACE DAMAGED IX FURRING alb' OL. MAX. (TYP.) EXIST. BEAM TO REMAIN SECTION @ FAMILY ROOM WINDOW PLAN IO RIDGE n OO O r______________________ GABLE ROOF 4 ROOF DECKING O FASTENINGDETAILN.T.S. INSTALLATION NOTES: L THROUGHOUT INSTALLATION, KEEP THE WINDOW JAMBS PLUMB AND SQUARE. KEEP HEAD AND SILL LEVEL AND SQUARE. MAKE SURE HEAD AND SILL ARE NOT CROWNED UP OR DOWN. 2. CONSTANTLY CHECK WIDTH AT MEETING RAILS N.E. OPENING DOUBLE RUNGS) TO: AVOID 'BODIED OUT' INSTALLATION AN 3. APPLY GENEROUS BEAD OF CAULK ALONG INTERIOR SURFACE OF NAILING FIN ON ALL SIDES PRIOR TO SETTING WINDOW INTO OPENING. - - 4. PLACE 1/4' SHIMS AT SILL CORNERS AND SET WINDOW INTO SHIMS. CENTER THE WINDOW IN THE OPENING ALLOWING A I/4' GAP BETWEEN WINDOW AND FRAMING MATERIAL ON EACH SIDE. WHEN INSTALLATION 15 COMPLETE, THESE SHIMS MAY BE REMOVED. S. INSTALLFASTENERS( PER MANLY. SPECS.) 6. CAULK OVER FASTENERS AND ANY FASTENER SLOTS NOT USED. T. CAULK OUTSIDE PERIMETER OF INSTALLED WINDOW 5. INSULATE AROUND PERIMETER WITH BATT TYPE INSULATION. DO NOT USE EXPANDABLE FOAM. THE USE OF EXPANDABLE FOAM WILL VOID WARRANTY. OWINDOW FLASHING DETAIL N.T. S. ROOF NAILINCs PATTERN ZONE: I Bd RING -SHANK •6' O.C. EDGES t 12' O.G. FIELD ZONE: 2 Bd RING -SHANK mb' O.C. EDGE5 t 12- O.C. FIELD ZONE: s Sd RING -SHANK o6' O.C. EDGES t 6' or- FIELD RAFTERS TO REMAIN REMOVE t REPLACE DAMAGED IX VERT AS REQ'D 2. 6 FULL LENGTH SCAB (ONE SIDE ONLY) TO DAMAGED ROOF RAFTER (SEE SHEET SI FOR LOCATION) REFER TO DETAIL 2/SDI PROVIDE INSULATION AS REQ'D. BY ENERGY CALCULATIONS ( BY OTHERS) 1. PLY. TO REMAIN ALUM. DRIP EDGE EXIST. CLG— 1/ 2' CLG..— JOISTS TO GYP BD. REMAIN REMOVE t REPLACE DAMAGED IX TRIM' AS REQ'D (TYP.) EXIST. BEAM TO REMAIN I , w 9. FORANY INSTALLATION FINISHED WITH BRICK OR STONE, ALLOW 1/4' GAP AT WILL BETWEEN STRIGTU AND WINDOW. THEN, CAULK THIS GAP. W U• Im. CAULK GAP BETWEEN INSTALLED WINDOW EXTERIOR * Y PERIMETER AND J- CHANNEL (OR BRICK OR OTHER b EXTERIOR FINISHING MATERIALWHICHSURROUNDS • 4 WINDOW). • L - U, e W FLASHING SEQUENCE: - _' • (w( 9 a A) APPLY BOTTOM PIECE OF SELF-ADHESIVE TYF ,,,, `` • p FLASHING OVER ALL OF ROUGH OPENING. • s W V. Q,, ~ B) SET WINDOW UNIT. C) APPLY 2ND BOTTOM PIECE OF SELF-ADHESIVE TY 1 FLASHING OVER NAILING FIN AND BLDG. PAPER 1 N D) APPLYSIDE STRIPS OF SELF-ADHESIVE TYPE ,, FLASHING. i.•• w 1 ,, E) APPLY TOP PIECE OF SELF-ADHESIVE TYPE FLASHING. 0 z O po SELF-ADHESIVETYPE FLASHING IS A GENERIC TER'(. SEE o O m N SPECIFICATIONS FOR MATERIAL TO BE USED. w m CO DD N to ZMNYC) of` N L.L j :N (V. a W C Q M 0.77. Z w rnCUW Zj Jrn w UJO Q o d O NEW PRECAST CONC. SILL AS REQ' O. 4 EXIST. 8x4x16 CMU PAINTED CMU FINISH MATCH EXIST. BLOCK O REMAINTOSx4xl6CMUBLOCK o EXIST. CONC. y SLAB TO REMAIN ' i= N sue. GRADE GRADE I I EXISTING FOUNDATION 1 _ 635 TO REMAIN v/ UJ Its UJ H Q Uv U N. ate) C W W wOQ L Q WOUO w. OZ Q N Q Do a 2 (V ( n DESIGN DNANM All oB OCC- HARPER BDUE AS NOTED I D-E 08.26,2015 SD1 SHT 7 OF 7 i 15=Z835 1r CITY OF SANFORD rr BUILDING && FIRE PREVENTION i PERMIT APPLICATION Application No: Documented Construction Value: Job Address:a0Q L/t1o11[1 _YL cCtf10'C' 3a3 7i Historic District: Yes No Parcel ID: 36` K -3c7 537 —Qgroo Dbbo Residential Commercial Type of Work: New Addition Alteration Repair Demo Change of Use[] Move Description of Work: rQ Qjn r: S i 'Sq. Qdalcdovd La m n rb !'-irdlA Plan Review Contact Person: Title: Phone: Fax: Email: Property Owner Information NameJ6k1,} j 1 6E 01 i 11(AM5 Phone: Street: , ,) O p cor'In ici. DR_ Resident of property? City, State Zip: _S e., 0 t- ' r PL R1 a Contractor Information i zZo POO rig 116 tf 7 _ / ' 6 3_3Name . Phone: Street: y C otxa li rf ,t rL Fax: City, State Zip: _ Ap o p kA 32-70 3 State License No.: ArchitecVEngineer Information Name: Phone: Street: City, St, Zip: Bonding Company: Address: Fax: E-mail: _ Mortgage Lender: Address: - 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. Application is hereby made to obtain a permit to do the work and installations as indicated. I certifi• 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. FBC 105.3.Shall be inscribed with the date of application and the code in effect as of that date: 511 Edition (2014) Florida Building Code n Revised: June 30, 2015 PerrnitAppliution / r 4f6- -('6 3 -- 51 5a i-d 011 bui;oo j ozzi] dZg: l0 9 l, £Z ^oN 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 at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. 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. Signature of Owner/Agent Date Signature of Contractor/A Date Print OwneriAgenl's Name Print ContractodAgc is Name Signature of Notary -State of Florida Date Sign - e o 'j ` Date M`C scl. (rW onda Owner/Agent is Personally Known to Me or Contractor/Agent is Personall Known to Me r Produced ID Type of ID Produced ID ype of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing Gas[] Roof Construction Type: Occupancy Use: Total Sq Ft of Bldg: Min. Occupancy Load: Flood Zone: of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes No ar of Heads Fire Alarm Permit: Yes No APPROVALS: ZONING: UTILITIES: WASTE WATER: ENGINEERING: COMMENTS: Revised: June 30, 2015 FIRE: BUILDING: Permit Application Z-d 017 bulloo j ozzl j dZ9: l0 9 l £Z AoN IF — VC City of Sanford Building andt' • Prevention Product Approval Specification Form Permit # Project Location Addressr9t)00 CUrddoa OIL As required by Florida Statute 553.842 and Florida Administrative Code 9N-3, please provide the information and product approval number(s) on the building components listed below if they are to be utilized on the construction project for which you are applying for a building permit. We recommend that you contact your local product supplier should you not know the product approval number for any of the applicable listed products, Be aware that windows, skylights, and exterior doors must be tested in accordance with the Florida Building Code, Section 1714.5. More information about Statewide Product Approval can be obtained at www.floridabuilding.org. The following information must be available on the jobsite for inspections: 1. This entire product approval form 2. A copy of the manufacturer's installation details and requirements for each product. Category / Subcategory Manufacturer Product Description Florida Approval # include decimal 1. Exterior Doors Swinging Sliding Sectional Roll U Automatic Other 2. Windows Single Hun Horizontal Slider Casement Double Hun Fixed Awning Pass Through Projected Mullions Wind Breaker Dual Action Other June 2014 E•d old bui joo l ozzl j dZ9: LO 9 L £Z ^oN Category / Subcategory Manufacturer Product Description Florida Approval # includin decimal 3. Panel Walls Siding Soffits Storefronts Curtain Walls Wall Louver Glass block Membrane Greenhouse E.P.S Composite Panels Other 4. Roofing Products Asphalt Shingles Underla ments FSCLLSA rt—!I Roofing Fasteners Nonstructural Metal Roofing Wood Shakes and Shingles Roofing tiles Roofing Insulation Waterproofing Built up roofing System Modified Bitumen Single Ply Roof Systems Roofing slate Cements/ Adhesives / Coatin Liquid Applied Roofing Systems Roof Tile adhesive Spray Applied Polyurethane Roofing E.P.S. Roof Panels Roof Vents Other June 2014 17-d 01 bulioo j ozzi'd dZg: 6O 9 6 £Z ^oN Category/Subcategory Manufacturer Product Description Florida Approval # include decimal) 6. Shutters Accordion Bahama Colonial Roll u Equipment Other 6. Skylights Sk li hts Other 7. Structural Com ponents Wood Connectors / Anchors Truss Plates Engineered Lumber Railing Coolers/Freezers Concrete Admixtures Precast Lintels Insulation Forms Plastics Deck / Roof wall Prefab Sheds Other 8. New Exterior Envelope Products Applicants Signature Applicant's Name 440f)V A Z O Please Print) June 2014 3 9-d 01 6U1100 { ozzib d£9. 60 9 6 £Z ^ON CCC_13%C4S% 3 4a 1-8 746.i a -sill OrIctirida's Home Town Ropier 4c- 7o CONTRAC TORAGREESTO PROVIDEALL LABOR, UATER1A1, AMEQUWMENT (UNLE155 OTHEMM SPEMFEDITOCOWLEM'HE WOW DESCRIBED IN THIS AGREMEMI. The cuat9meratho-ti= ft mrbrac-lor to daplay a sign ror ft dn5mCfifi;p end to we pt-1011 LAw uttlrjab sM for dsp* prarr6en and adverfisirg %,qum, mmpansalbo. if.,Vjo AGGE MD If ROT TEN 11,100D DIGSTS AFJTR7,F_kR-0;!FF It 1AfiLL SE AM3 -RFFLA'.PD AT At, MMONAL A33VE NZ EGITUVIATE . Nutliav,*oe = f"I" ajf P510 Q-5U.11 per lt..k (271 ltl' tirv: -2.,i $IM poy fL-;. Strllicbbrl 1 0." XV P -310-00 Pet P ), tT 1 ), r, 0e, p - - Shed , a' , phW=de Ck to wind Co'c'e, 3. fF_,-_U 30 p3wrd fett, DRY - IN bo*t-s%'n-s, ,'ai'd' "Alley qa.;kllrlg d CP-YDLFrff IN-crALAMON OF RODIFINi--, CH-CrICE bELCPA% r W Dot TaA uld 77 LX., Polo's PPH,.raw Edl,! wMal. exonaQUE MUTE per 4-, MTAL Mr PRIM. 1_ 112, oil's9 PULz TOTAJ_ ilia 0i v J _ CALI i C v,.41ar I u BE -_ - ME. 'V E Ru 1JAtWMTYM* v*2rs covering dalec n mmpWa to rod and I year 10 C05tunt" uPw P2yxwt*1 C' Cv&zcWi1z1*,i0,r respmskA, for Irtatior dr.W ftum vjai& Wucture until neinished rod o3be .ectaelofnegli, - Gontrf r Mvmw o* IllablidY fut' cotm_= to drNgAqg, peneft5wiotoffTyencaitplettdthatisnotatf, Paw a wjEftqffyy stnicturamcM zovimb orceilllytpoi fandmapolhSlis oat acftmaat of neolucT by amconwzw. W!: R:V) Upwati 9' scab Lap WAI Flushitl mw W S Tjtz I 12' J 4D115 _:a?7 Up maw Eiftq SXI.lols pivja: kvtv Inal zwjr- salm—W vGopp DI 1=1: 010 G1 and will tea am"; am -.r= dlxg: erzi aw U0 _- wmtt FI-7:o ReaNI-Z LLCI 6 Fq-,v!pCM t 23 -* !W; JimlsesvrIv. gaA,,es repx,0 ',r, to "Otl nif "..M V;:0iZk "MCtili cw- mwinf!iurunijr* hkut'e. Ms gfposc! *th ul n-M autharlmll 679naXrf ar4 Vper -,tppw.zo bV R= Ru-;M LLC corpr.L, aZu Wgio bCW.Mt a C.C.W2kell JiMcLly belv*xen the singred uww aM 9= R, oft LLC , f`js wypemnl wr6IIIId1 Vise ar,9.rA, tiltdozier&o. 1,11 Aw, Uhamvd i4na--r4 %%mis ftat ha arlha!p the aoxW;, 11%, Dr 11* a Gmler kv-1 Y-,bje riw* !,Do tur ymir Oli-aCT A! SCOW M-4, 1.57 M. 01 buljoo j ozzqj dCq: 60 9 L CZ AON U J OC 0 O of ONN_ 01 C7L0 O u7 MCV O Z C/vv.VvvuV'uv. . .J - Scott RandolphV, TaxVyCollect or Local Business Tax Receipt Orange County, Florida This local business tax receipt is in addition to and not in lieu of any other tax required by law or municipal ordinance. Businesses are subject to regulation of zoning, health and other lawful authorities. This receipt is valid from October 1 through September 30 of receipt year. Delinquent penally is added October 1. 2016 EXPIRES 9/30/2016 1800-0595158 1806 CERTIFIED ROOFING CO $30.00 4 EMP;O 0 B S[NESS OFFICE $30.00 4 EMPLOYEE a TOTAL TAX $60.00 C1 PREVIOUSLY PAID $60.00 0 TOTAL DUE $0,00 oRt O SR ANTHONY M QUALIFIER Q ® Z7 ZZO ROOFING LLC IZZO SR ANTHONY M 2714 CLOUDCROFT DR (MOBILE) 6p tyIJ riirn`!5? APOPKAFD32R037D6 U- APOPKA, 32703 V 1 1 PAID: $ 60.00 0099-00671529 7/9/2015 This receipt is official when validated by the Tax Collector. CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION NOV 02 4 Application No: /5 a umeen ed C`onstructio<n Value: S _ Job Address: --.?00 (..v"yiiR 2t S iv arz4 L Historic District:. Yes _No ParcelID: 53- a -o o Residential Commercial Type of Work: New Addition Alteration Repair Demo ` Change of Use `Move esex>< ptao ;o# Work:: 6,09tr„Ae -0 Plan Review Contact Person: Title: Phone: Fax: Email: e.-'wt u — C , G Ui 7 Property Owner Information Name o11N /f'> n Phone: Street:. P.w o :64,0y(14 AL. Resident of property? City, State Zip :rwC 3277 Contractor Information Name (. tux G- /ro Gam;• G P#enQ ?5'y`!/ 7 Street: 4 Fax: City, State Zip: /b, j 31f0 (, State License No.: t!._G D? % YD Architect/ Engineer Information Name: Street: City, St, Zip: Bonding Company: Phone: Fax: E- mail: Mortgage Lender: Address: Address: 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. 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 ghat 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; furnaees, boilers, heaters, tanks, and -air` conditioners, etc. / FBC 105.3 Shall be, inscribed with the';date of application and the code in effect as of that date: 5`4 Edition (2014) Florida Building Code y Revised: June 30, 2015 Permit Application 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. b Acceptance of permit is verification that I,will notify the owner of the property of requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review, fee at the time of permit submittal. A copy of the executed contract is required in ,order to -calculate a plan review charge and will be considered the estimated construction- value of the job at the time of submittal. The actual construction value will be figured. based on the current ICC Valuation Table in effect at the time the permit is issued; in 4 accordance with, local ordinance: Should calculated charges figured off the executed contract exceed the actual construction value, credit will be'applied to your permit fees when the permit is issued. s OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work win. be done in compliance with all applicable laws regulating construction and zoning. Signature of Owner/Agent Date Sig Co racfor/Agent Xatv e Print Owner/Agent's Name Print Contractor/Agent's Name Signature of Notary -State of Florida Date S P1Date aunn 1ATKEEN A PICKAOC N Bty Vubtk • St O Ot fptrblEl Nly Comm. Eaph r4,,/1..241i Owner/Agent is Personally Known to Me or Contractor/Agent is Personally Known to Me or Produced ID Type of ID Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Termits'Required: 'Building` Electrical,[]. Mechanical Plumbing ' Gas, Roof Construction Type: Occupancy Use: Flood Zone: Total Sq Ft of Bldg: Min. Occupancy Load: New Construction: Electric.- # of Amps, of Stories: Plumbing - # of Fixtures Fire Sprinkler Permit: Yes No 0 # of Heads Fire Alarm Permit: Yes ' No APPROVALS: ZONING: UTILITIES: ENGINEERING: FIRE: COMMENTS: WASTE WATER: BUILDING:! -_ Revised: Tune 30; 204,15 Permit Applieation,, Centu 1 P.O. Box 568494 Orlando, FL 32856 P. 407-894-8417 F. 407-895-8326 State C.ert. CAC057740 I Power ofAttorney Date: 1109112 I herby appoint James B. Fowler of Century A/C & Heating Inc. to be my lawful attorney in the fact to act for me and apply to the City of Sanford Bulldiag a arttl eat for a,, 1Vleclrattical Permit for. wort€ to be performed=. , at a location described as: 2200 Cordova Rd. Sanford, FL And to sign my name and do all things necessary to this appointment. Print name of `contractor of certified contractor The forgoing instrument was acknowledge before me this 10/ 5,> / Who is personally known to me and did not take an oath. State of Florida County of Orange VILI) d t it.,( , v E e: (o J 3o 1 I s i ftl Mwvvimbue -,ageCow, Eb P.O. So Proposal Submitted To.: August 10, 2015 Orange County Construction 2200 Cordova Dr. Sanford, FL We hereby submit specifications and estimates for central air conditioning and beating which includes: I- Pull and clean existing air handler. I -Reinstall existing air handler. I -New supply & return air plenum. S- Supply air ducts with registers: 4 Relmmw air ducts with registers; 2- Ekhaustfans vented to outside. Start up and check for proper operation. One year parts and labor warranty. Add $1600.00 to replace existing air handler in lieu of cleaning. N6-warran es os' liab lities:4re. xi: ting. r cip nt Exclusions: structural supports, roofflashings, painting, or engineering, We hereby propose to furnish labor and materials listed above for the sum of Five thousand two hundred thirty dollars and 00/100 DQG F T i 3`s follows: Total due upon com letiorz r With payment to be made as fo p p All material is guaranteed to be as specified All work to be conipleted in a workmanlike manner according to sttindard practices. Any alteration or deviation front above specifications involving extra costs, will be executed only upon written orders, and will become an extra charge over and above the estimate. All agreements contingent upon strikes,_ accidents or delays beyond our control. This proposal subject to acceptance within 30 days and is void thereafter at the option of the undersigned J Signature L5 ACCEPTANCE OF PR Theeabove prices, speccations and conditions are hereby accepted. You are authorized to do the. work as specified Payment will be wade as outlined above with anaount due within 30 days of h:voice date. Any late or unpaid balances shall be subject to a`one percent (1 %) per north interest. In the event the u paid balance is referred to an attorney th ndersigned agrees topay any and all attorney d co 1v 3 t'33 Date: Signature 97- of IFAL rh z TI t0 co D i 1vCx ; E Rf C i NOV Q. 2015 CITY OF SANFORD' BUILDING & FIRE PREVENTION 13Y' -- PERMIT APPLICATION S to Application No: Documented Construction Value: $ T A -- Job Address: v M r _i v _ Historic District: a b _r+! rJa I Yes No s, Parcel ID: O WDQ bD(p b Zoning: Description of Work: DyF rc) f- //2 _ ` 'q" 4 Plan Review Contact Person: E w Jn flv 14 Kj Title: Phone: 2T7.' 0 I1 13x II J?Fax: tiQr QS - 1 (UU-2- E-mail: Ecfc-rnjcgc-_Vvuo«- crzL,r A--)O @ T) Property Owner Information Name H N a2 P rz Phone: Street:,_, a OO (,OV-Dc, v £__ Resident of property? City, State Zip: &W N Fc +Z _, f—L Y777__ Contractor Information Name 'h r: w Phone: S n Street-, t c t. -iC4 LL _ Fax: 4 OUP City, State Zip: D_ 3 ar7r) I State License No.: 6 65 7 Architect/Engineer Information Name: Phone: Street: Fax:-., City, St, Zip: E-mail: Bonding Company: _ Mortgage Lender: Address: . Building Permit Address: . PERMIT INFORMATION Square Footage: Construction Type: No. of Stories:,. No. of Dwelling Units: __ Flood Zone: Electrical New Service — No. of AMPS: Plumbing New Construction -No. of Fixtures: Mechanical (Duct layout required for new systems) Fire Sprinkler/Alarm No. of heads: Shall be inscribed with the date of application and the code in effect as of that date (Code 2010 FBC) 731.135(5)(6) Florida Statutes. REV 07.14 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. of Owner/Agent Print Owner/Agent's Name Date Signature of Notary -State of Florida Date Owner/Agent is Personally Known to Me or Produced ID Type of ID mac, t Print Contractor/Agent'sName ' x Signature of Notary -Swig of Florida Date Y "t MELLISA ANN HUBBAR`. r : Commission # FF 1434•4b a Expires July 20.2018 rF Bondod Ttw Troy Fen Insurance 8W,30>d),9 Contractor/Agent is - e sonall'y Known to Me or Produced ID Type of ID APPROVALS: ZONING: UTILITIES: WASTE WATER: ENGINEERING: FIRE. BUILDING:: f m $v 1 4fA/19An1S COMMENTS: Shall be inscribed with the date of application and the code in effect as of that date (Code 2010 FBC) 731.135(5)(6) Florida Statutes. REV 07.14 CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: 15 07 S 3- Documented Construction Value: $.. ! _/ ,Q_-C-) OP Job Address: , 2C6Lr ala fY e Historic District: Yes No Parcel ID: Residential aCbmmercial Type of Work: New Addition Alteration Repair Demo Change of Use Move Description of Work: AM Plan Review Contact Person. ` j P Title: Phone: 1 71 pap 11I Fax: t mail: 1 a Ili 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. 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. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 5ch Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application 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 at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued_ 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 co,nsf r, ctto_ -aR4 oning. Signature of Owner/Agent Date Print Owner/Agent's Name Signature of Notary -State of Florida Date Owner/Agent is Personally Known to Me or Contractor/Agent is Personally Known to Me or Produced ID Type of ID'- ?Y duced"ID ' Type of ID,. _ BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical -Mechanical Plumbing Gas Roof Construction Type: Occupancy Use: Flood Zone: Total Sq Ft of Bldg:, _ Min. Occupancy Load: # of Stories: New Construction: Electric - # of Amps, Plumbing - # of Fixtures Fire Sprinkler Permit: Yes No # of Heads Fire Alarm Permit: Yes No APPROVALS: ZONING•:-:. UTILITIES: WASTE WATER: ENGINEERING: COMMENTS. FIRE:_ BUILDING: Revised: June 30, 2015 Pennit Application 4 ,. UELmAIR Nam 531 Codisco Way Sanford, FL 32771 877-906-7772 OCC — Harper Residence October 30, 2015 Security System Package 800.00 1 interlogix Concord 4 Control Panel 1 Fixed English Keypad 1 Motion Detector All Moveable window and door openings 1 Interior Siren 1 Backup Battery Security System Options i Additional Fixed English Keypad 90.00 1 Additional Motion Detector 90.00 1 Glass Break Sensor 100.00 1 Smoke Detector 100.00 1 Heat Detector 80.00 1 Wireless Keyfob 80.00 1 Overhead Door Sensor 80.00 TV & Phone Wiring $ 300.00 2 Phone Outlet Master Bedroom & Kitchen 8 TV Outlets (all bedrooms & living areas) all above wires run to outside service location Note -Signature Reguired before starting work. Security • Structured Wiring - Monitoring • Intercom - Vacuum Home Theater • Stereo Systems • Maintenance Service I Y Dt= LmAIRi 4+1 531 Codisco Way Sanford, FL 32771 877-906-7772 Orange County Construction 6413 Pinecastle Blvd, Unit 3 Orlando, Fl. 32809 PROPOSAL October 30, 2015 Harper Residence 2200 Cordova Dr. Apopka, Fl. 32771 We propose to furnish material and labor for the Low Voltage .Systems in with the following scope of work: - 1 Interlogix Concord 4, 1 Key Pad, 1 Motion $ 800.00 1 8-TV & 2 Phone prewires to service location $ 300.00 Inclusions: Includes installation of all built-in components and complete testing of the system. All wall plates are standard type, white in color. All work shall be completed in a workmanlike manner, according to standard practice and in compliance with local & national electrical codes. All work is guaranteed for a period of 1 year according to our standard warranty terms. Warranty will not cover damages caused by surges in electricity such as lightning, power surges, losing a neutral, or any other surges. Exclusions. Contacting non typical aluminum windows Any changes done after work begins shall be priced up on a change order done by field supervisor. Terms. 50% due at completion of rough -in; balance due upon final completion. DEL -AIR Sales Representative Date C Builder Signature 0 c3 I / LIeT Date Note -Signature Required before starting work. Security - Structured Wiring - Monitoring -Intercom - Vacuum Home Theater - Stereo Systems - Maintenance Service CITY OF SAI FORD J,DII TG SERVICES Residential Re -Roof Hurricane Mitigation Inspection Affidavit Permit #: I, In 1\"O n LA Z2tj hereby acknowledge that I personally inspected Roof deck nailin an ory Secondary water barrier work at c as ® CO je-D 0VA 04- SCM F-Vr2A and have determined that the work Job Site Address) was done according to the Hurricane Mitigation Retrofit Manual. (based on 553.844 F.S.) I certify that my statements herein are true and accurate to the best- of my belief and, that I fully understand that making any false statements in writing with the intent to mislead a public servant in the performance of his or her official duty shall constitute a misdemeanor of the second degree pursuant to Section 837.06 F.S. 7 j jz" I a-9 - r- Signature of,CqqMtor Date Printed Name: of -Contractor License # License Type: General Building Residential Roofing Contractor or any individual certified in accordance with F.S. 468 to make such an inspection. STATE OF FLORIDA COUNTY OF Or&nf' t SAm or affi ed) and subscribed before me t day of QM 16 , 20 1 S by u , wh s Personally Know me or has Produced (type of identif as iden i ication. SEAL) Sign o otary u is i St atte.of orida x ` 0623il I^ ( o ` IP 3 M;CHAEL LAROCK " Notary Public state of Florida Print/Type/Stamp Name _ omr .Expires Dec 26, 2016 :+ of Notary Public yForF, Commissiona EE ssasao 3 CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: Documented Construction Value: $ ( — Job Address: Cp/ tiH /1, - N Historic District: Yes No Parcel ID: Residentialz Commercial Type of Work: New Addition Alteration RepairAl Demo Change of Use Move i r-- Description of Work: U Mr 11 c l F DA/R d c l `(A !z DA 114,4 Plan Review Contact Person: Title: Phone: Fax: Email: Property Owner Information Name dfZ/1--' /i C ri i_Ca s l '6 - Phone: Street: Gt /3 i- c/S l 5 Led Resident of property? : G City, State Zip: D6 1A-I,-c 0 r— (_ '7__ rcc Contractor Information Name 1126y c,4//X-C_ Phone: tl-G Street: <G(ctitA% 041 Fax: G/O -7 City, State Zip: 4 '_ "(6 /' ( State License No.: C /! C C4' 2 S G 2- Architect/Engineer Information Name: Phone: Street: City, St, Zip: Fax: E-mail: Bonding Company: Mortgage Lender: Address: Address: 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. 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. FBC 105.3 Shall be.inscribed with the date of application and the code in effect as of that date: 5'h Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application 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 at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. 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. Signature of Owner/Agent Print Owner/Agent's Name Date Signature of Notary -State of Florida Date Owner/Agent is Personally Known to Me or Produced ID Type of ID fl4St.,. ofContractor/Agent Date Z_uA,doti C),,5ti6-Z-s r Print Contractor/Agent's Name Signature of Notary -State of Florida Date Contractor/Agent is Personally Known to Me or Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Construction Type: Total Sq Ft of Bldg: Electrical Mechanical Occupancy Use: _ Min. Occupancy Load: New Construction: Electric - # of Amps Fire Sprinkler Permit: Yes No # of Heads APPROVALS: ZONING: ENGINEERING: COMMENTS: UTILITIES: FIRE: Plumbing Gas Roof Flood Zone: of Stories: Plumbing - # of Fixtures Fire Alarm Permit: Yes No WASTE WATER: BUILDING: . Revised: June 30, 2015 Permit Application FarAtl Yera PlenlAn+gRrrdt Tropical Plwnb rig & Septic, Inc. 19468 Ease C oniai Drive www.TroDiea3Plumbiltg_com Orisndd, F132820 I3A 1 November 17, 2015... P 497.568-0111 F407-568-0119 MUTATION (Date] . cpa425621 10 Orange CoMt:yConSrr=doe.911 DanielOOOCc911.COm - 6413 Pniecas& Boikvatd Jason(a7occ911.com Orlando, Florida 32809 Chris(d,=91l.com 407-855-0404 P$BPABLTD BY - JOB'.:.Pevai>:NT TERM5...,_ miiiT'rsN . I j . Lyndon - ........,...... :...._............_.......,._ i 2200CordovaDrSaofoad Daeuponrecdpt 8/7/15 j T':Dcseripd4n.-'LINE TOTAL Gn.ndcapanplomWogLoesfordryeanand csbi=kvAI=u. Inspeaphnubing Lua fordww&c .. Trip Iastallntwptu<nh fvxrtta _..'_.. _...._ _ fmta4 uew 40 galloa dwxic vatrrheater s ' ...__.- ..... —_........... Fuaurrs i 2 Stainless itcdl W50, 6" deep l.hmsialts 2 Wusb,-rxd T ..._. _._._ ! .._........_.._..... j 2 briber, White. EhmgaedTakEs with Seats - 2 I Gabcr, Wh¢e, chitta,Drop inIav Sieks ..... _......_. _. i 1<dodaLavT ucaBmodatdBtushNidsl !--.------___..._..___ 1 NbenBmttdord-Shover Valve 1 Mam Stttsh Ntdk Boodord lc—sbaan 7riaa I - I i A-0. Sorirb/Snte 40 plan electric rimer heater £ - j ` I Note I Plumbing Pcrmitlnclnded foe City ofSaofosd € i Water softener ie nor i.1—dcd in this quote F The washing machine draia Gnc is out ofeowHanee i..__........_..._.......,_..__..._........ r.... .....___._._.._. _------- _ .._.._._ ... ...... _..-...__ A sops rate quote to remedy the —hiag madilae lirm can bo provided l— ....... I I- 11 sha czy More Drain, Instal andPan Leith preslope floor Skwtter tit. tic other Payment past 3a drys T th. 00 per 1 p1m ltc. ha the relit ar Tn to thereafter • seryten cherac of Tm at . unW+d hnlansr parrmnlh.ttg'lperanrumj plus allamtsef mlleedan, fndudtra attonaysfnes lrinunad.-Tmpiul ' Plunhi& Septic, Ire sivesP me yearl.e,rwtnan frvm daxarsamptedan. To acneptttds quotagon, sign hero am totuM: h Tatar $ 5,425.00 _ 1111715 Revision-tr City of Sanford Response to Comments Building & Fire Prevention Division FEB 1 Y Ph: 407.688.5150 Fax: 407.688.5152 5 2016 Email• Email: BY Permit S3 Submittal Date Project Address: C 00 01-td at, - K'r Contact: 64 Ph: .3 ~-6—ff Email: Trades encompassed in revision: wilding Plumbing Electrical Mechanical Life Safety Waste Water Fax: General description of revision: ROUTING INFORMATION Department Approvals Utilities Waste Water Planning Engineering Fire Prevention Building Z' Z' 1 (,o Cite of Sanford Building and Fire Pt-cwntion PERMIT CONDIT-OONS Application #: 15-2835 Address: 2200 Cordova Dr Description of Work: Residential alteration — Fire Repair 1'fiese comments are proN ided for the permit listed above only. This sheet mitst remain With the approved set of pldtns and be matle available to the inspector at the time of ins1wetion. RE: Bedroom Definition The Florida Building Code does not define a "Bedroom'. In accordance with previous state rulincs by the Florida BuIldinL, Commission. it is the duty_ of the Desi,,n Professional to define the use of a room by name designation. I.The putts are required to be revised. sho..t in fo the deletion of the wall between the utility rooms and the addition of a closet. 2. The design professional is required to label the room (or its intended use. 3. Smoke detectors are not required inside or outside the room as lon as it is not labeled as a Bedroom" or "Sleeping Room" ill accordancewith FBCR R314,3) If ,Ott experience any rdifficul y, please call 407.688.5150 for assistance. RECORD COPY GENERAL NOTES DEMOLITION: BUILDING DATA DESIGN REQUIREMENTS DESIGN LIVE LOADS(MINIMUM). NOTES: 2014 FLORIDA BUILDING CODE RESIDENTIAL, 5'" A. ROOFS - 20 PSF / ^ / WIND DESIGN LOAD INFORMATION- HARPERR RESIDENCEE ` I D E I/ C EDITION PER 2014 FBCR, AD EDITION SECTION R301, REF. ASCE 7-10) 1. G.C. TO CONTACT DESIGN C C J C \® \`/ C • 2014 FLORIDA BUILDING CODE EXISTING, 51h BASIC WIND SPEED (V.,,) = 139 MPH (3 SECOND GUST) = 11(AS MPH 7-10) VARY FROM PLANS. PROFESSIONAL IF EXIST. CONDITIONS EDITION BUILDING CATEGORY II (AS V..• NATIONAL ELECTRICAL CODE (NEC) 2011 EDITION WIND POSURE(ALL SIDES) CI (ASCE SCE 2200 C O R D O VA D R . • 2014 FBC RESIDENTIAL, 51h EDITION, -ELECTRICAL INTERNAL PRESSURE COEFFICIENTS (ASCE 7-10) ENCLOSED BUILDINGS =.aD1S 2. G.C. TO VERIFY WALLS AS NON -LOAD PARTIALLY ENCLOSED BUILDINGS=N-0.55 BEARING BEFORE REMOVAL OR PROVIDE C F32771 CLASSIFICATION TYPE: REPAIRNOTE: COEFFICIENTS FOR PARTIALLY ENCLOSED STRUCTURES , F L 3 2 7 71AREAPPLIEDWHENDESIGNOFMEMBER(S) FALLS UNDER ASCE SHORING AS REQ'D. VAN 0 R D C7-10 DEFINITIONS CLASSIFYING AS SUCH) SCOPE OF WORK ALL COMPONENTS AND CLADDING NOT SPECIFIED ON PLANS SHALL BE 3. ALL CHARRED GYPSUM BOARD, TO BE DESIGNED TO WITHSTAND THE FOLLOWING PRESSURES (p.m)'' REMOVED AND REPLACED. ADDITIONAL - FIRE DAMAGE: FOR WALL LOCATIONS: -28.3 PSF, -21.2 PSF WATER AND SMOKE DAMAGED GYPSUM • REPAIR DAMAGED RAFTERS & CEILING JOISTS PER PLAN FOR ROOF LOCATIONS'.-49.9PSF, 12.2PSF BOARD TO BE REMOVED AND REPLACED • REPAIR DAMAGED CMU WALL PER PLAN AT G.C.'s DISCRETION OR SEALED • REMOVE & REPLACE DAMAGED DOORS & WINDOWS PER PLAN MASONRY WALL CONSTRUCTION APPROPRIATELY TO ELIMINATE ODORS. • REWIRE ELECTRICAL SYSTEM AS REQ'D. 1. HOLLOW LOAD BEARING UNITS SHALL BE NORMAL GYPSUM BOARD TO ALSO BE REMOVED • REMOVE & REPLACE HVAC SYSTEM AS REQ'D. (BY OTHERS) WEIGHT, GRADE N, TYPE 2, CONFORMING TO ASTM C90, WITH A MINIMUM NET COMPRESSIVE STRENGTH OF 2000 AS REQUIRED TO REPLACE INSULATION PSI (Pm = 1500 PSI) AFFECTED BY SMOKE. 2. MORTAR SHALL BE TYPE M OR S, CONFORMING TO ASTM C270 4. ALL CHARRED WOOD AND SHEATHING TO 3. HEAD MORTAR JOINTS AT PRECAST WINDOW SILLS TO BE BE REMOVED AND REPLACED. LEGENDNOMORETHANV* ®r 4. CO ARSE GROUT SHALL CONFORM TO ASTM C476 WITH A 5. ALL WINDOWS, DOORS, CABINETRY, MAXIMUM AGGREGATE SIZE OF 318" AND A MINIMUM COUNTERS, APPLIANCES, FIXTURES AND EXISTING TO REMAIN COMPRESSIVE STRENGTH OF 3000 PSI. SHELVING TO BE REMOVED AND _ 5. VERTICAL REINFORCEMENT SHALL BE AS NOTED ON THE REPLACED AT G.C.'S DISCRETION OR EXISTING TO BE REMOVEDDRAWINGSWITHCELLSFILLEDWITHCOARSEGROUT. SEALED/CLEANED APPROPRIATELY TO 6, VERTICAL REINFORCEMENT SHALL BE HELD IN POSITION ELIMINATE ODORS/STAINS. AT THE TOP AND BOTTOM AND AT A MAXIMUM SPACING OF 8'-0" U.N O. REINFORCEMENT SHALL BE PLACED IN THE CENTER OF THE MASONRY CELL TYPICAL UNLESS OTHERWISE NOTED. 7, REINFORCING STEEL SHALL BE LAPPED MINIMUM 25" UNLESS NOTED OTHERWISE ON THE DRAWINGS. 8, HOOKS AT TOP & BOTTOM OF VERTICAL REINFORCING BARS TO BOND BEAM AND FOOTING TO BE NO LESS THAN 12 BAR DIAMETERS EXCLUDING BEND REMOVE D REPLADOOR E— DOORDAMAGED 9 9. EXPANSION TYPE ANCHORS ARE NOT TO BE USED IN Sp BOND BEAM. EMBEDDED ANCHORS OR EPDXY FASTENED STUDS SHALL BE USED. \ REMOVE L REPLACE DAMAGED CMU WALL PER PLAN BOLTS AND THREADED RODS \ 1i P Roz. 1. ALL BOLTS & THREADED RODS TO BE ASTM A307 I 1 lORBETTER(U.N.0.) Ju` WOOD CONSTRUCTION --T -- 1. WOOD CONSTRUCTION SHALL CONFORM TO THE NFPA \ NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION', LATEST EDITION.INDS) O / REMOVE 4 REPLACE ®o 2. ALL EXTERIOR WOOD STUD WALLS, BEARING WALLS. DAMAG SHEAR WALLS AND MISC. STRUCTURAL WOOD — ti II DOOR ED WINDOWS 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 2XI3s OR DEEPER TO BE SOUTHERN PINE NO. 2 GRADE REMOVE d REPLACE INTERIOR FINISHES VI I AS REQ'D FIELD REPAIR NOTES REMOVE 4 1, MAY SUBSTITUTE STRAPS/CONNECTORS w/ STRAPS/CONNECTORS OF EQUAL OR GREATER ,r DISCARD / DAMAGED REMOVE D REPLACEUPLIFT &LATERAL RESISTANCE VALUES IN FIELD WALLS DOORS DAMAGED WINDOWSWITHOUTVERIFICATION, PROVIDED ALL MANUFACTURES INSTALLATION INSTRUCTIONS DOOR CL — ARE FOLLOWED. (EXCEPTION: SP4/SP6/SP8 MAY BE SUBSTITUTED FOR SSP OR SP1 @BOT. PLT. & a a A- — T T — — SP2@TOPPLT). ` u ______—y-- II II 0 DRAWING INDEX C COVER SHEET & DEMOLITION PLAN 01 FLOOR PLAN 1LD 01.1 DIMENSION PLAN 5F 02 EXTERIOR ELEVATIONS SANFORD 03 ELECTRICAL PLAN Iq1 S1 ROOF & CEILING REPAIR PLANS DEMOLITION PLAN ` SD1 DETAIL SHEET 1/8"=l1.01, # 1 5 _ 2 8 3 5 a N 0 C> 7 O an ('4 00m V~j N Lr) nNM ZMNYO.J Ix N LL N n NN aW MC W Z=O co 0 U) 0) z W I N O W U W N g Q M W 0 LL cc of W aV00 0Z N U) AK 1 CHECKED 1 JoB OCC-HARPER SCALE AS NOTED DATE 08.26.2015 C SHT 1 OF 7 2/ 24/2016 2:32:44 PM, REVIEW ONLY (NOT FOR CONSTRUCTION) GENERAL NOTES: LEGEND EXISTING SQ.FT. CALC'S 1. WINDOW AND DOOR SUPPLIERS SHALL HATCH INDICATES AREA OF CMU WALL EXISTING LIVING 2,178 SO. FT. PROVIDE CURRENT ROUGH OPENING EXISTING ENTRY 32 SQ. FT. INFO WHICH SHALL HAVE PRECEDENCE HATCH INDICATES NEW 2x4 U.N.O.) EXISTING CARPORT 464 SQ. FT. OVER THE WINDOW AND DOOR SCHEDULES ON PLAN. WINDOWS & NON -LOAD BEARING FRAME WALL EXISTING UTILITY 502 SQ. FT. DOORS TO COMPLY WITH 2O14 FBC (5th STUDS @ 24" O.C. TOTAL UNDER ROOF EDITION) ENERGY EFFICIENCY CODE. I INDICATES EXISTING WALL TO REMAIN 2. DO NOT SCALE PLANS. DIMENSIONS + xxx COMPONENT DESIGN PRESSURE ARE TO BE FOLLOWED AS NOTED. xrX INDICATES GROUT FILLED CELL WITH 3. G.C. TO VERIFY ALL DIMENSIONS WITH 0 (1) VERT. #5 IN GROUT FILLED CELL FIXTURES TO BE INSTALLED TO ENSURE (REFER TO DETAIL 3/SD1) COMPLIANCE 4. H.V.A.C. SYSTEM TO BE SIZED AND DESIGNED BY H.V.A.C. CONTRACTOR 5. REFER TO FLOOR PLAN FOR CEILING HEIGHTS 6. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS AT SITE BEFORE PROCEEDING WITH ANY WORK 7. NOTES INDICATING TYPICAL CONDITIONS SHALL APPLY TO ALL LIKE AREAS UNLESS NOTED EXIST - OTHERWISE CARPORT 8. 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). 9. PROVIDE MIN, 1" DUCT BOARD FOR AHU + zo < DUCTS IN GARAGE AND AT CEILING OR ze.s WALL PENETRATIONS INTO LIVING SPACE (UNLESS UNIT IS ENCLOSED IN A NOTE: G.0 TO FIELD VERIFY WINDOW/ DOOR SIZES PRIOR TO WINDOW/ DOOR PURCHASE. SEPARATE CLOSET). LL=A° ® n I + zi ° 2 10.PROVIDE MIN. R-13 INSULATION IN 3043 SH 5843 Fr. 3043 FRAME WALLS SEPARATING GARAGE AND CONDITIONED AREAS OF THE O o RESIDENCE UNLESS NOTED OTHERWISE ON ENERGY CALCS. EXIST. 2a65 UTILITY sc 11.G.C. TO VERIFY WITH WINDOW EXIST. MANUFACTURER THAT ALL WINDOWS L FAMILY ROOM MARKED AS EGRESS HAVE A NET CLEA 0 OPENING OF 5 S.F. IF LOCATED AT GRADE LEVEL OR 5.7 S.F. IF LOCATED ABOVE. A 24" MINIMUM CLEAR OPENING REMOVE 4 REPLACE HEIGHT AND A 20" MINIMUM CLEAR INTERIOR FINISHES WIDTH ARE REQUIRED. AS REQ'D. 12. PROVIDE WINDOW GUARDS THAT / 2 COMPLY WITH ASTM F2006 OR F2090 STORAGE FOR OPERABLE WINDOWS LOCATED (FOR CRAFTS) CLG. aMORETHAN72" ABOVE THE FINISHED 8'-0' I GRADE OR SURFACE BELOW, AND IF C1 10 THE LOWEST PART OF THE CLEAR ° m OPENING OF THE WINDOW IS LOCATED 0 3043 5H 5b43 Fr. 3m43 WITHIN 24" OF THE FINISH FLOOR OF THE ROOM. o E ru 3,176 SQ. FT. EXIST. EXIST. 4445 HR 4445 HR EXIST. z668 EXIST. GREAT ROOM m v Xw w EXIST, (3) 24 SI4 EXIST. DINING 8'-O' CLG. EXIST. LIVING ROOM V-O' CLG. 15T. F.P. EXIST. EX15T. EXIST. 3043 5H 5843 PG 3043 SH II - IND IIL%<4 EXIST. KITCHEN 8'-O' CLG. EXIST. BEDROOM 3 8'-O' CLG_ EXIST. ENTRY 8'-0' CLG. EXIST. (2) 24 5H FLOOR PLAN 1/8"=1'-0" s r 15-2835 EXIST. 24 5H EXIST. 24 SH EXIST - BEDROOM I XIST. BEDROOM 2 8'-O' CLG. EXIST- (2) 24 5H m Xw 0 Do N TCO 00 Cn N U N M ZMtv,o.i r Of N J_ MaFci Q z — O oUZacnZ W p a O a W L) LU , N i o j co WW 0 WwC U IL 0<0 N Q a 2 N (n AK CHECKED SSPE j aoe OCC-HARPER SCALE AS NOTED DATE 08.26.2015 01 SHT 2 OF 7 2/24/2016 2:32:49 PM, REVIEW ONLY (NOT FOR CONSTRUCTION) EXIST. CARPORT O =Z UTI IT1 STORAGE FOR GRAFTS) o An ALL DIMENSIONS ARE 4F'fl IMATE AND TO BE FIELD VERIFIED I'o'- -" EXIST. FAMILI' ROOM EXIST, GREAT ROOM a'-O' CLG. i®-XIST- ITC—HEN 8'-O' CLG. I -II' EXIST. DINING O n , EXIST- LIvING ROOM 8'-V CLG. 1 OIW vo 4 S14 FORD AARTM 1 8 35 EXIST. BEDROOMI U EXIST. X IST. BEDROOM 3 BEDROOM 2 EXIST. ENTRY 8'-m' CLG. DIMENSION PLAN 1/8"=1'-0" ww any wbFw 0 w pSJ OO NT CO IS r 00 n CV Ln0 4r> c Z(,)N YOJ CC N LL N N WdF— cl) C U) M UjrnU 0LOa p m Z O0 Z z z i Z LLI w w0 W Q 0 z z o m 1n O Lu 0 L, N i J w O LL 0 waULLLl l a = o U) 1 I AK JOB OCC-HARPER LE AS NOTED DATE 08.26.2015 01.1 BHT 3 OF 7 2/24/2016 2:32:53 PM, REVIEW ONLY (NOT FOR CONSTRUCTION) ELECTRICAL NOTES: ELECTRICAL LEGEND w SWITCH1. THIS ELECTRICAL PLAN IS TO BE USED FOR N _ p SINGLE POLE N o _ PLACEMENT PURPOSES ONLY. DESIGN $ SWITCH, THREE WAYPG LIGHT FIXTURE, LAMP HOLDER W/ PULL CHAIN AND CALCULATIONS TO BE THE RESPONSIBILITY OF THE ELECTRICAL OUTLET 110-115 SD SMOKE DETECTOR CONTRACTOR. OUTLET 110-115, GROUND FAULT CIRCUITFI © CARBON MONOXIDE DETECTOR 2. LOCATION OF EXISTING UNDERGROUND INTERRUPTER EXHAUST FAN UTILITY LINES AND STRUCTURES SHALL BE WF' OUTLET 110-115, WATER PROOF G.F.I. z DETERMINED AND VERIFIED IN THE FIELD (bC.F.I OO GARBAGE DISPOSAL O PRIOR TO COMMENCING WORK, C>G- DISCONNECT SWITCH ~ OUTLET 220-240, SPECIAL PURPOSE L a ELECTRICAL CONTRACTOR SHALL BE ® ELECTRICAL PANEL RESPONSIBLE FOR HIS DAMAGE TO OTHER LIGHT FIXTURE, CEILING MOUNTED CJ TRADES. CEILING FAN, INSTALLED w LIGHT FIXTURE, WALL MOUNTED p 3. ELECTRICAL BOXES INSTALLED IN FLOORS, ® LIGHT FIXTURE, HANGING METER z0 WALLS, OR CEILINGS SHALL BE MOUNTED FLUSH WITH FINISHED SURFACE AND j CONDUITS AND/OR CABLES SHALL BE w CONCEALED UNLESS OTHERWISE NOTED. O 4. EXTERIOR, GARAGE, KITCHEN, BATHROOM O OR ANY OUTLETS WITHIN 6' OF A WATER SOURCE ARE GFI. w 5. ALL SMOKE DETECTORS TO BE INSTALLED PER NEC 2011. 6. ALL 15-20 AMP BRANCH CIRCUITS THAT , SUPPLY OUTLETS IN FAMILY ROOMS, DINING \ XEIST ROOMS, LIVING ROOMS, PARLORS, NOTE: LIBRARIES, DENS, BEDROOMS, SUNROOMS, ENTIRE ELECTRICAL SYSTEM SHOWN. ELECTRICAL GREAT RECREATION ROOMS, CLOSETS, HALLWAYS, CONTRACTOR TO IDENTIFY & REWIRE ALL OR SIMILAR ROOMS OR AREAS PER NEC EXIST. HOMERUNS, CIRCUITS, AND COMPONENTS DAMAGED ROOM 210.12(B) SHALL BE PROTECTED BY AN CARPORT BY FIRE. UNDAMAGED COMPONENTS TO REMAIN. ®® ARC -FAULT INTERRUPTER(S) OR 0SANIFfORDCOMBINATIONTYPE. 7. ALL ELECTRICAL WORK AND APPLIANCES ' SHALL CONFORM TO NEC 2011. NOTE: ALL EXISTING ELECTRICAL 8. EXCEPTIONS FROM GFI REQUIREMENTS OUTLETS & FIXTURES NOT SHALL BE PERMITTED PROVIDED LOCATION I ADDRESSED TO REMAIN. WHERE EXCEPTION IS DESIRED IS ALLOWED PER NEC 2011. " — I / BATH # 1 5 2 8 3 5 9. CARBON MONOXIDE ALARMS AS SHOWN nV NEW PER PLAN. ALARMS SHALL RECEIVE THEIRAUic I PRIMARY POWER FROM THE BUILDING X r J o L D WIRING, BE INTERCONNECTED AND HAVE BATTERY BACKUP. A SINGLE COMBOIL DETECTORMAYBEUSEDILOINDIVIDUAL ® EXIST. DINING® XIST. NEW NEW J SMOKE & CARBON MONOXIDE DETECTORS. UTIL ITT I— - ® KITCHEN PI / E U 10. ALL 120 VOLT 15-20 AMP RECEPTACLE 2' \ F / NEW Z OUTLETS IN FAMILY ROOMS, DINING ROOM A,PF. ( EXIST. WP w J LIVINGROOMS, PARLORS, LIBRARIES, DEN To ExiST. GFI i J BEDROOMS, SUNROOMS, RECREATION \, To EXIE BEDROOM 1 F V In - ROOMS, CLOSETS, HALLWAYS, OR SIMILAR NEW NEw \ ' H jJ ROOMS OR AREAS PER NEC 210.12(B) SHAL \ sD w J BE TAMPER RESISTANT TYPE PER NEC N W SECTION 406.11. EXIST• To EXIST. sD c 1 FAMILI' ROOM FIXTURE 11. VERIFY LOCATION OF ALL COMPONENTS w/ NEW F NEW \ . -1 L HOMEOWNER PRIOR TO COMMENCEMENT \ EXIST. O OF WORK STORAGE i \ LIvING ROOM sD SD w 12. ALL OUTLETS TO BE TAMPER RESISTANT (FOR CRAFTS) \ NEW U j: 13. ALL WIRING IS TO BE #14 AWG OR LARGER I I I \ I W CN SIZE PER NEC) SOLID COPPER TYPE THHN NEW Qc) AND ELECTRICAL SERVICE WIRING IS TO B 1n Q tL TYPE THW OR THWN.} w 0 14. ALL WIRING IS TO BE SHEATHED NM OR NMC To Exlsr. % Q r L of Lu O UUWHERE REQ'D (ROMEX) F EXIST. EXIST. w a- LL GFI' BEDROOM 3 BEDROOM 2 o Q o Q 15. USE CLAMPING TYPE ROMEX CONNECTORS GN cNI W AT EACH BOX. d a 4Y 4Y DRnWry DESIGN16. EACH CIRCUIT IS TO HAVE CONTINUOUS ////• AK SOLID COPPER BARE GROUND WIRE EXIJT•J CHECKED SSPE CONNECTED TO EQUIPMENT GROUND BAR ENTRY JOB OCC-HARPER IN THE MAIN DISTRIBUTION PANEL. SCALE AS NOTED ALTERNATE INSTALLATION OF A GREEN ELECTRICAL PLAN DATE 08.26.201! 9 PIGTAIL FROM THE GROUND SCREW TO THE LUG ONTHE BOX WHERE THE GREEN GROUND WIRE IS CONNECTED. (IF METAL BOX) BHT 6 OF 7 2/ 24/2016 2:32:58 PM, REVIEW ONLY (NOT FOR CONSTRUCTION)