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HomeMy WebLinkAbout1500 W 15 St (3)f3 01 1- 0) i ti Application No: _ x/4}-00002074, Documented Construction Value: $ 3 7-7 4/-& 0 CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Job Address: S"a D / 5—fh 'S 7 =ra: %r Historic District: Yes ❑ No Parcel ID: Zoning: Description of Work: M 4—WVA u1 C4 /11 Ta v s P c.i z S y s 7's*4 D t:, Plan Review Contact Person: '' Title: A- i t- - i -e o 4, D t /C• Phone: *07 -25 7- 13 sy Fax: *07 1 Z 96-604 ZE-mail: M'4 >C.4 c ✓ i^t (*J •40c• • cos•+ Property Owner Information Name ALL- /k/ C o A/tT. X4.rZ 4 c. Phone: '9'O 7. Z 60 ^ 4 o /8 Street: 2 7 S H ,.v T f' ,¢ R. AC. C oy �7- Resident of property? : At O City, State Zip: G o Av G w6 u d> ,, f C.. 37--7 SO Contractor Information Name AWXi,41u" d1a %OKv/a0-S , /NC. Phone: 407 - 2.9 T--! 3 5-4 Street: 24 8 / AAArI. C y D 2 / v Fax: -40-7 - Z9&- o o G> Z. City, State Zip: 0 RL.4.4J 0 0, X-_6, 3 2&b 8 State License No.: CA C0 3 6 8 7 S Architect/Engineer Information Name: Phone: Street: Fax: City, St, Zip: E-mail: Bonding Company: Mortgage Lender: Address: Address: PERMIT INFORMATION Building Permit 13 Square Footage: Construction Type: No. of Stories: No. of Dwelling Units: FIood Zone: Electrical O New ServiceNo'. of AMPS: Mechanical iJ—(Duct layout required for new systems) Plumbing 13 New Construction - No. of Fixtures: Fire Sprinkler/Alarm O No. of heads: Shall be inscribed with the date of application acrd the code in effect as of that date (Code 2010 FSC) 731.135(5)(6) Florida Statutes. REV 07.14 Ar Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. OWNER'S AFFIDAVIT: I certify that all of the foregoing Information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee. A copy of the executed contract is required in order to calculate a plan review charge. If the executed contract is not submitted, we reserve the right to calculate the plan review fee based on past permit activity levels. Should calculated charges exceed the documented construction value when the executed contract is submitted, credit will be applied to your permit fees when the permit is released. Signature of Avner/Agent Date Print Owner/Agent's Name Signature of Notary -State of Florida Date Owner/Agent is Personally Known to Me or Produced ID Type of ID APPROVALS: ZONING: ENGINEERING: COMMENTS: UTILITIES: FIRE: r13 -�)- '5-i;r--)4 Signature of Contractor/Agent Date Print Co geMsarne �� �--"'JO)V$rA CROOK — Notary Public - stato of Florida My"CO)mtn. Explros Jul 30. 2015 Ctin►mlaalon N EE 87543 Bondtd Through Httional 01WV Assn. Contractor/Agent is V Personally Known to Me or Produced ID Type of ID WASTE WATER: BUILDING: 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 13 y1 LAiAf(0 P S i4./ 1.=(? /L/) pn- b ebijv Page: Of: Proposal 7` AIR CONDITIONING SERVICES, INC. 2681 MERCY DRIVE ORLANDO, FLORIDA 32808 (407) 297-1354 LIC. #CAC036895 Proposal Submitted to Phone Date ALL -IN CONSTRUCTION SERVICES, LLC 407-260-0018 JULY 11, 2014 Street Job Name 275 HUNT PARK COVE APPROX. 983 City, State and Zip Code Job Location LONGWOOD, FL. 32750 1500 15TH STREET SANFORD FL. 32711 Architect Data of Plans 14I Job Phone agreed, the seller shall have the right to remove some and the seller vAll be held Sip �*-04300Z07(- We hereby submit specifications and estimates for: 1- LENNOX CBX27UH018/14HPX018 ONE AND ONE HALF TON 15SEER SPLIT HEAT PUMP SYSTEM WITH A 4KW HEATER. 2- R-6 FLEX AND FIBERGLASS DUCT SYSTEM WITH 6 SUPPLY,1 RETURN AND BAROMETRIC RETURNS IN EACH BEDROOM. 3- DRYER VENT VENTED TO THE OUTSIDE. 4- ONE NUTONE 50CFM BATH FANS VENTED TO THE OUTSIDE. 5- HONEYWELL PROGRAMMABLEIDIGITAL THERMOSTAT. 6- WHITE STAMP FACE GRILLS WITH ADJUSTABLE DAMPERS. 7- SECURITY CAGE FOR THE CONDENSER. WARRANTY: MAXIMUM A/C SERVICES, INC. PROVIDES A ONE YEAR PARTS AND LABOR WARRANTY. LENNOX HAS A FIVE YEAR ALL PART WARRANTY UNLESS WITHIN 60 DAYS OF INSTALLATION YOU REGISTER THE EQUIPMENT WITH LENNOX TO RECEIVE A 10YEAR ALL PART WARRANTY. EXCULSIONS: LINE VOLTAGE WIRING, PAD FOR THE CONDENSER, PLATFORM FOR THE FURNACE, CHASE FOR THE REFRIGERANT LINES, ANY VENTILATION/MATERIALS NOT SPECIFIED ABOVE. We Propose hereby to furnish material and labor —complete In accordance with above specifications, for the sum of: THREE THOUSAND SEVEN HUNDRED SEVENTY FOUR---------- Dollars (s 3774.00 Payment to be made as follows: 50% IS DUE ON COMPLETION OF ROUGHIN. 50% IS DUE ON COMPLETION OF TRIM. All material Is guaranteed to be as specified. Ali work to be completed In a workmanlike manner according to standard practices. Any alteration or deviation from above Authorized JIM D'AMICO specifications Involving extre costs, vAll be executed only upon written orders, and will become an extra charge over and above the estimate. All agmements contingent upon Signature accidents or delays beyond our control. Owner to carry fire, tornado, and other necessary Insurance. Our workera are fully covered by Workman's compensation Insurance. I have authority to order work, whigh has been salisfectioy performed, as outlined above. It Is agreed that the seller wilt retain titre to any equipment or material that may be furnished until final payment is made, and If settlement Is not made as Note: This proposal may be agreed, the seller shall have the right to remove some and the seller vAll be held withdrawn by us if not accepted Days harmless for damages re•aullling from the removal lherofb I agree to pay costs and reasonable attorney's fee if [his Invoice Is placed In the hands of an attorneys collection. within Acceptance of Proposal — The above prices, specilications and conditions are satisfactory and are hereby accepted. You are authorized to I do the work as specified. Payment will be made as outlined above. Siqnature D 1 CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: H-CC)D-1(p Documented Construction Value: $ 10 J , Job Address: uo W, IS,,,� �ee - Historic District: Yes ❑ No Parcel ID: ?6- Iq - 3o -5c)& -=- oo-i) Zoning: Description of Work: Plan Rervci/e�w Contact Person: kA UQ /t0L7CA_, Title: IVR Phone: `[v -(9w- Oy b b Fax:3oZI-C�56- E-mail: endzd hallig 0Y Property Owner Information Name, Lamm, Phone: �k2_ 30- Street: 1500 Vj • I,6414, _6irga. Resident of property? City, State Zip:( Name -Kit - L41 Street: Q06 -H City, State Zip: Name: Street: City, St, Zip: Contractor Information )�n �/ ^ (� (l. _9(1A S 1 "hone: `i'� �' O'21,X W Fax: 321. aio -,5050 State License No.: %C I51 &5,7 7 Amhitoct/Engineer Information Phone: `i - ✓b�I• Fax: a"► l _ 1 E-mail: Address: Lender: PERMIT INFORMATION Building Permit Square Footage: Construction Type: kki No. of Stories: I No. of Dwelling Units: _ Flood Zone: Electrical Id Plumbing New Service -o. of AMPS: New Construction - No. of Fixtures: Mechanical E (Duct layout required for new systems) Fire Sprinkler/Alarm ❑ No. of heads: _ Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee. A copy of the executed contract is required in order to calculate a plan review charge. If the executed contract is not submitted, we reserve the right to calculate the plan review fee based on past permit activity levels. Should calculated charges exceed the documented construction value when the executed contract is submitted, credit will be applied to your permit fees when the permit is released. Signature of Owner/Agent Date Item 1,omac Print Owner/Agent's Name Signature oyWtary--State of lKlq Date MARGARET C?AJKOWSKI =!aP e s Notary Pulft . State of Floridat My Comm. Expires Dec 6 2017 ?;N �..• Commission I FF 071824 or Produced ID V Type of ID APPROVALS: ZONING: ENGINEERING: COMMENTS: Rev 11.08 /4�� & q 10X114 Signature of Contr actor/Agent nI n Dat Kua (/l1/l .C/ Print Contractor/Agent's Name .-7.q/,q &"A C41pliA4k Signaturc of N -State of Florida Date MARGARET CIAJKOWSKI Notary Public - State of Florida My Comm. Expire: Oec 6.2017 Commip(lon I FF 071824 Produced ID Type of ID UTILITIES: �g ASTE WATER: FIRE: Me or BUILDING: 9 -4 -(q - 'r tl L-:16; JUL L4214 CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: �� o�i 1 Documented Construction Value: $ -!0 J Job Address: bog W, is %Q Historic District: Yes ❑ No Zoning: Description of Work: Plan Review Contact Person: kA WRFC? A(dLG(r� Title:` ��- /// (� IkJ" Phone: `I dw - 00125 Fax:,7oZI -c)56 �-L4'� E-mail: wends zd adi /a 01'I Property Owner Information 6M Name :CAne- Phone: 30- -�Iqr;Q Street: J5 -W (o• �` " � ('P��� Resident of property? City, State Zip: f%d , CA _ =3I Name K11Lh Street: City, State Zip: _ Name: Street: City, St, Zip: Contractor Information (L -6M�Ces L"hone: 0-T) !112 ./ Fax: 32L. al -, 050 State License No.: C.� C I51 �5`Z 7 Architt:ctlEngineer Information ( r Phone: `C 0 - bow. Fax: 0- L%5oU-5q-?A l�lAh. 3a'1 E-mail: W4210-1 •IF Address: Lender: PERMIT INFORMATION Building Permit Square Footage: Construction Type: aj No. of Stories: I No. of Dwelling Units: 00 Flood Zone: Electrical CSD Plumbing New Service- o. of AMPS: New Construction - No. of Fixtures: 2? hanical (D Mecuct layout required for new systems) Fire Sprinkler/Alarm O No. of heads: �� Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee. A copy of the executed contract is required in order to calculate a plan review charge. If the executed contract is not submitted, we reserve the right to calculate the plan review fee based on past permit activity levels. Should calculated charges exceed the documented construction value when the executed contract is submitted, credit will be applied to your permit fees when the permit is released. ShAkl/ 6a" WT,,,/,/ Signature of Owner/Agent Date Item Lonna f r Print Owner/Agent's Name !��IrL amla, MARGARET C?AJKOWSKI Notary Public . State of Florida My Comm. Expires Dee 0.2017 Commission i FF 071824 or Produced ID V Type of ID APPROVALS: ZONING: ,-,,-� . ,nX1111 UTILITIES: ENGINEERING: FIRE: Signature of Contra4hctor/Agent n� n Dat ��a Y 1 (/l�/L .C/ Print Contractor/Agent's Name _ n A -7lJqII6( Produced ID Date MARGARET CIAJKDWSKI Notary Public - State of Florida My Comm. Expires Dec 6. 2017 Commi0lon N FF 071824 Type of WASTE WATER: BUILDING: COMMENTS: �4 i' COi'1dnT cl �nuSe wA tSC44cky of S'lto,,n. Rev 11.08 Me or Revision O City of Sanford Response to Comments Building & Fire Prevention Division Ph: 407.688.5150 Fax: 407.688.5152 Email: building@sanfordfl.gov Permit # N, X Submittal Date Project Address: oci Contact: MMAd WjAida Ph: 4n. -J0,01? 0 Fax: Email: w4 dZutQn X11 In ewS U&t(,w •(�✓l�l Trades encompassed in revision: General description of revision: ❑ Building AA 0,bF uvj /Plarn ❑ Plumbing ❑ Electrical ❑ Mechanical ❑ Life Safety ❑ Waste Water Department ❑ Utilities ❑ Waste Water ❑ Planning ❑ Engineering ❑ Fire Prevention 1 U Building ROUTING INFORMATION Approvals 4::, q-14-14 CITY OF SANFORD BUILDING AND FIRE PREVENTION DIVISION 300 N. PARK AVENUE SANFORD, FLORIDA 32772 PHONE: 407.688.5150 FAx: 407.688.5152 PLAN REVIEW COMMENTS Application Number: 14-2076 Date: 08/05/2014 Contact Person: Margie Wendzel Contact Phone Number: 407.260.0018 Contact Fax Number: 321.256.5050 Contact E-mail Address: mwendzelna allinconstruction.com Project Description: New Single Family Residence Job Address: 1500 W 15' Street The following is a list of the areas of the submitted plans that contained violations of the codes adopted by the City of Sanford and enforced by the Building Division. The violations noted must be addressed before the plans can be approved. Changes to plans shall be submitted on the same size format as the original submittal. Changes to construction documents that require an Architect or Engineer's seal must be submitted with the appropriate seal. Provide two copies of affected plan sheets and/or supplemental information as requested. COMMENTS: I. The Energy Calculations front page is required to be signed by the Owner/Agent. FBC 107, Florida Energy Conservation Code section 103.2.3.2 2. The EPL card located within the Energy Calculations is required to be filled out and signed. FBC 107, Florida Energy Conservation Code section 401.3 3. Please provide two copies of a plumbing drain, waste and vent riser diagram for the plumbing to be installed. The riser diagram does not need to be signed and sealed. FBC 107 4. Please provide an electrical load calculation for the home in accordance with NEC article 220. See NEC section 220.16(A) FBC 107 5. Please provide the location of the service panel and meter on the exterior of the home for clarification. FBC 107 6. Please provide an engineered method of securing the A/C condenser to the concrete pad, in accordance with FBCR M 1307.2.1 FBC 107 7. The garage door submitted does not meet the design pressure specified by the engineer on the plans. Please either submit two copies of new Florida product approval and manufacturer's installation instructions that meets the design pressure or revise the design pressure for the opening on the plans. FBC 107 8. Please submit two copies of a Sanford Product Approval Specification sheet for the home. A blank form has been attached with these comments for your use. FBC 107 Any error or omission in this plan review shall not be construed to grant approval of any violation of any of the adopted codes or municipal ordinances of this jurisdiction. Please direct any questions you may have to Steve Fiorey at 407-688-5065 or by E-mail at steve.fiorey{c sanfordfl. og_v . Respectfully, Steve Fiorey Residential Plans Examiner -2- JUL 2 4 2.014 City of Sanford r' Residential Permit Application Guidelines 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: Building Permit Application completed, signed and notarized. Application must include correct address and complete parcel I.D. number. 1� Completed and signed Right -of -Way Utilization Type I Permit Application. O 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. 19 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). 13Completed and signed Owner Builder Statement / Affidavit (if owner is applicant). Approval letter from sanitary sewer provider (if other than the City of Sanford). (1l Copy of the onsite sewage disposal system construction permit issued by Seminole County Health Department (if applicable). Seminole County Impact Fee Statement (multi -family only). / Five (5) sets signed and sealed building construction plans. Q Two (2) signed and sealed site / plot plans. C� Two (2) sets signed and sealed floor and roof truss engineering. Two (2) copies of completed and signed Statewide Product Approval Specification Form. Two (2) copies of the manufacturer's installation instructions for the following products: windows, doors, roofing materials, engineered lumber products, glass blocks, soffit materials and siding. Two (2) copies of completed and signed energy and equipment sizing calculations. THE CONSTRUCTION DOCUMENTS MUST INCLUDE, AT A MINIMUM, THE FOLLOWING: SITE PLAN / PLOT PLAN 17 Lot number l Address / Legal Description [� Setback lines from principle structure and any accessory structures to property boundary (minimum of / eight; two on each side) ® Primary building setback lines/envelope Gi A/C unit locations with setback from property line d Survey type IV Existing easements: drainage, utility, etc. l�J Building separations, if applicable Location of septic systems -J/ Flood zone reflecting current FEMA map revision date ® Lot grading type (A,B,C, etc.) C� Elevations showing crown of the adjacent street or right-of-way upon which the structure fronts (for type A and B lots) G?' Lot corner elevations and break point elevations !� Drainage swales (if applicable) with profile view Proposed finished floor elevation BUILDING PLAN Construction documents shall indicate code edition being applied Vev ed: November 2013 Page I of 5 Residential Pennit Application Checklist r Construction type Plans to minimum 1/8" scale Designer information: name, address, registration #, seal and signature on all 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 1 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 Building area tabulation Room size Corridors Stair location/guardrails Safety glass locations Egress door and emergency escape windows sizes and location Stairs construction requirements Special column/post anchorage Interior load bearing wall locations Shear walls Down cells Lintel schedule Attic access Accessibility restroom (door) location Fire resistant assemblies Identify options to be used Filled cells with reinforcement locations Footer denotation/details Footers minimum 12" below grade Interior bearing walls/pads Porch pads/footers 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 Termite shields ELECTRICAL OF Service riser diagram Electrical load calculations Revised. November 2013 Page 2 of 5 Residential Permit Application Checklist Bonding/Grounding to foundation steel Service location AUC 4 Zug Panel locations BY. Receptacle lay out GFCI protection AFCI protection Tamper resistant outlets Ceiling fans Outdoor receptacles Disconnecting means Switches/lights Smoke/CO alarm locations hard wired, interconnected and battery backup kTION (front, rear and side views) Attic ventilation Roof pitch Roofing material Exterior finish/stucco thickness Height/bearing elevations Window and door opening locations Chimney location/height MECHANICAL Equipment location Avl• Anchorage for condenser • Protection in garage locations • Clearances at equipment • Structural detail for air handler in attic Room ventilation • Duct layout (usually in energy calculations) • R -value of ducts • CFM's • Balanced return/ducted, transfer ducts or grilles Exhaust • Bath exhausts size and termination • Dryer exhaust discharge/make up air Energy calculations with equipment sizing calculations Skylights LUMBING Plumbing waste riser diagram Water heater location Fixture location UEL GAS 00< 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 Revised: November 2013 Page 3 of Residential Permit Application Checklist Gaa-Pressure . 1+%-�'�rrr Gas piping riser JUL 2 4 1014 10FOF TRUSS LAY OUT Tniss I. D. #s BY: • Layout • Signed/Sealed truss engineering package Strapping/fasteners IrBeam tings to wall and/or post attachments /column and beam construction rior bearing walls rs section Chimney construction Dormer construction Floor framing Entry construction Arched windows Bay windows Frame to block connections Knee wall construction Sky light framing Top plate splicing requirements Steel requirements (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 Bearing opening strapping/anchorage 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 Garage and swing door buck fastening Ceiling diaphragms • Blocking Any conventional framing MANUFACTURER'S PRODUCT INSTALLATION INSTRUCTIONS Roofing installation instructions & compliance with ASTM standards IRevised: November 2013 Page 4 of 5 Residential Permit Application Checklist Window and mullion installation instructions Garage door, sliding glass door and swing door installation Siding installation instructions Soffit installation instructions Glass block installation instructions Engineered lumber products installation instructions PRODUCT APPROVAL Completed Product Approval specification sheet • FS 553.842, FAC 61 G20-3 JUL These guidelines were compiled to assist the applicant in preparing a residential permit application submittal and may not be complete. The applicant is required to meet all city of Sanford, state, and federal requirements. Revised: November 2013 Page 5 of 5 Residential Pet7nit Application Checklist I Board of County CommWohars WORK ORDER SEMINOLE COUNTY, FLORIDA Work order Number: _A Master Agreement No.: CC-9072-13/AMM Dated: ]an uary 31.2014 Master Agreement Title: MSA for Community Services Residential New Constriction A RemnstruGlen Contractor: AN4n Construction Servfe m, LLC Address: 2909 W $to% Rood 434 Longwood, FL 32778 ATTACHMENTS To THIS WORK ORDER: METHOD OF COMPENSATION: N scope of services - Attachment "A" [X] fOted fee basis Da Addenda - AttaOment "B" [ ] time basis -not tommoceed Pg BkI/Pay Items- Attachment -C' [ ] time basis-Ibnibetiorh of funds [X] Reconstruction Standards - Attachment "D" [X] retainage shell be withheld TIME FOR COMPLETION: The Work to be provided by the CONTRACTOR Owl be substantially completed as described In subsection 14.13 of the General Conditions, within after the date when the Contract Time begins to run as provided In subsection 2.2 of the General Condltlons. The Work shall be finally completed, ready for Final Payment In accordance with subsection 14.9 of the General Cm%Tdo ►s, within thkt r (301 mlender lova after the actual date of Substantial Completion. Failure to meet the completion time shall be grounds fbr Termination of both the Work Osier and the Master Agreement for Default. WORK ORDER AMOUNT: NINETY TWO TNOtJSAND FIVE -HUNDRED THIRTEEII AND 40/100 DOLLARS IN WITNESS WHEREOF the parties hereto have made and executed this Work Order on this;� of 2Tjj;_� for the purposes stated herein. All -In Constriction Services, LLC By: Alt IP4� Secretary lenneth Pajet, PreslderK (CORPORATE SEAL) Work ordt- co aam Rey 1 Invi i OC # AL" BOARD OF COUNTY COMMISSIONERS LE COUNTY DA By: Diane 1/Reed, ftcurerne�nt Administratorr / Date: r r' / awa a cD. v/ V As authorized by Section 3.554 Seminole County Administrative Code. ON #219M CERTIFIED COPY Po„ I of OF CIRCUIT SEM OLE COUNTY, FWXIIJA OEPYTY Q[RK WORK ORDER TERMS AND CONDITIONS a) bcecutlon of this Work Order by the COUNTY shall serve as euWatation fbr the CONTRACTOR to provide, for the mated project, services as set out In the Scope of Services attached as Exhibit sA" to the Master Agreement cited on the face of this Work Order and as further delineated In the attachments Usted on this Work Order. b) Term: This work order shall take died on the date of Its ececution by the County and expires upon final delivery, inspection, acceptance and payment unless terminated earlier In accordance with the Temdnation•prvrlsions herein. .►, w b - c) The CONTRACTOR shall provide said services pursuant to this Work Order, Its Atter hmeshts, and the cited Master Agreement (as amended, If applicable) which Is Incorporated herein by refor+erhoe as K t had been set out In Its entirety. d) Whenever the Work Order conflicts with the cited Master Agreenhent. the Master Agreement shall prevall. e) CONTRACT PRICE: (i) COUNTY Shall pay CONTRACTOR for pefoemence of the Work In accordance with the Centrad Documents on the basis of the Total Bld (Work Order Amount). The CONTRACTOR's 'Dotal aongww9on Is DOLLAR ($) subject only to Increases or decreases made In strict conformance with the contract Documents. (0) CONTRACTOR agrees to accept Che Contact Price as full cornpm=tImn for doing all Work, A1mMdng all Matetels, and Worming all Work embraced In the work Order Documents; for all loss or damage arising out of peformenee of the Work and Atm the action of the element: or from any unfbreseeh or unlowwn dlflieultles or obstructions which may arise or be anoounter!ed in the prosecutlon of the Work until the Rnal Acceptanoe; and for all risle of every description connected with the Work. (1i) The CONTRACTOR admoMedges that CONTRACTOR sbuded, considered, and Included In OONTRACTOR's Total Bid (Work Order Amount) all coals of any nates relating tor: (1) pea b., nee of the Work under Central Ronda weather condroom; (2) aDPIs - Fe law Iloe'rift and pemhittlng eeWrernents, (3) the Project sloe conditions, Including but not limited to, subshsfeoe site oorhdltlorhs; (4) Che to.. and conditions of the Contac Documents, Including, but not Nmked to, the Inde in fiction and no damage for dedey provlslorhs of Che Contract Doc=enb. (Iv) The CONTRACTOR admowledges that performance of the Work wig Involve signill ant Work adjacent to, above, and In dose proodndy W Underground Facilities Including utilities which vAl require the support of active utilities, as well as, the sdm& Ong and sequencing of utility irhstaDo ons, and relocations (bemhporary and Permanent) by CONTRACTOR. (1) In addition to do admwiedgernents previously made, the CONTRACTOR adoawledges that the CONTRACTOR's own study of UndwWound Facilities, utilities In their present, rebcated (temporary and pannane t) and proposed locations, and conflicts relating tb utilities and Underground Facilities. (2) The CONTRACTOR aftowledgew that CONTRACTOR'S Total Bid (Work Order Amount) `*,comidered and incWedW&'CONT%1kCTOR's Costs relating to CDNTRACTOR% raporhslbiliiles to Coordinate and sequence the Work with the work of the COUNTY and Its own forces, the work of ether LOW contractors and the work of other at the Project sloe. wort o as - C W=06 Rev 11/14/11 Tae 2 ora f) PAYMENT PROCEDURES. (Q CONTRACTOR shell arbmk applications for payment In ance wfth Sedlon 14 of the General Condition. Applications for Payment will be pnooessed by ENWNEER as provided In the General 'Conditions. 4.1 00 Progress Payments. COUNTY shag make progress payments on the basis of CONTRACTOR's applications for payment as recommended by ENGWEER, In with Section 14 of the General Conditions. (Ai) Final Payment, Upon Final Cornpletlon and aooepbrnoe of the Wait In accordance with subsedfon 14.9.1 of the General Conditions, COUNTY sial pep the remainder of the Contract Prtoe as provided In subsection 14.9.1. 9) ADDITIONAL RETAINAGE FOR FAILURE TO MAINTAIN PROGRESS ON THE WORD (i) Retaboge under the Contract Documents is held as colateral security to secure completion of the Work (1) In the went that CONTRACTOR falls to physically mobilize to the Wok required by Section 6.19 of the Gwwal Condition, then the COUNTY may withhold retainage two secure completion of the Work In an amount equal to the product of the number of Days abler the 31'r Dewy fosowkhg the Date of Commeroenet of Contract Time liquidated damage amount for Substantial Conrpletlon set forth in Section 9 of this agreement The addtifonal raWnage shag be wkMheld from the Initial and eadh subsequent Propm Payment. The additional retainage held under this subsesllon shall be released to CONTRACTOR In the next Progress Payment following the 040Mt's approval of a supplernetary, Progress Schedule demonstrating that the requisite progress wig be regained and mabtalnad as required by Section 6.19.2 of Be Genial Conditions. (Ill) COUNTY may vfthold addklonal rebUhege In anticlpatlon of liquidated damages equal to the product of the number of Days alter the sdheduled Contract Time (Substantial Completion or final Completion) and the amount of liquidated damages set forth In this Agreenet if CONTRACTOR Is behind schedule and It Is anticipated by COUNTY.that the Work will not be completed within the Contract Time. The additional retainage, under this subsection, may at the COUPWl Y"s discretion be withheld Atm subsequent Prognesa Payments. Any additional rebenage held under this subseofon shall be released to CONTRACTOR In the red Ping re:.s Payment fel mft the PmW Menage's apprwal of a suppkmentai Progress Sdnedule demaratratIM that the requlske progress will be regained and mnaknbkred as nupdred by Sections 6.19.2 of the General Condftio m h) LIQUIDATED DAMAGES. (� The COUNTY and CONTRACTOR recognize that time Is essential to the pefbnnance of this Apreenent and CONTRACTOR recognhtes that the COUNTY and les traveling public will suffer Mandel loss k the Work Is not substantially completed as described in subsection 14.13 of the General GondIde and wlthIn the time specifled In this Agreement, plus env veavions thereof allowed In accordance with Becton 12 of the General Conditions. The parties also recognize the delays, ergre-1e and 011cultles involved In proving In a legal or alternative dispute resclulion proceeding the damages resulting *om Inconvenience to the traveling public including baftic loadire loon opaatioris, costs for time, costs of fuel and costs for some w4ronwaftl Impacts (mk d M actual delay damages which may Inckide, but are not Iimlted to, woneerbrg fees and Inspection costs) suffered by the COUNTY If the Work Is not competed on time. Accordingly, CONTRACTOR and CONTRACTOWs Surety agree to pay COUNTY as liquidated damages, and not as a penalty, Vwb4kmdmd Eft per Day for each Day CONTRACTOR e>meeds the Contract Tone for Substantial Compktion until the Wok Is Substantially Complete. It Is agreed that If this Work in not Finally Competed In accordance with the Contract Docmnents, the CONTRACTOR shag pay the COUNTY as liquidated damages for delay, and not as a penalty, ww4burth (1/4) of the rate set forth above. (Il) The liquidated damages provided in tlds Section are Intended to apply even If CONTRACTOR Is tem mated, In ddWk or If the CONTRACTOR has abandoned the Work Wok ororr-t>whub,Rcv 11/14111 hp3ef3 FIR DLT.L►nT7tni��C MARYANNE MORSE, SEMINOLE COUNTY CLERK OF CIRCUIT COURT & COMPTROLLER BK 08302 Pg 0361; (Ipg) CLERK'S 0 2014081105 RECORDED 07/24/2014 03:05:02 PM RECORDING FEES 10.00 NOTICE OF COMMENCEMENT RECORDED BY H Devore Permit Number: 19 - 2,0-1 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 CommencemenC- 1. DESCRIPTION OF PROPERTY: (Legal description of thQproperty and stCeet address if available) 2. GENERAL DESCRIPTION OF 3. OWNER INFORMATION OR LESSEE INFORMATION IF *HE LESSEE CONTRACTED FOR THE II�MMPRO EMENT: Name and address: U M49tr —yrMQi Aeo K/ j1j44 6` f � -x--an><ird- 3a -?7/ Interest in property: Fee Simple Title Holder (if other than owner listed above) Name: 4. CONTRACTOR: Name: r Phone Number: Address: 7 S. SURETY (If applicable, a copy of the payment bond Is attached): Na e: Address: Amount of Bond: 6. LENDER: Name: Phone Number: Address: 7. 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)(a)7., Florida Statutes. Name: Phone Number. Address: 8. In addition, Owner designates of to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Phone number: 9. Expiration Date of Notice of Commencement (The expiration 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. (Signature of OvvVr qf leasee. or Owners or Lessee's / Authorized icer/Director/PerinerfMonager) tomary- (Pnnt Name and ProvideSignatory's Tide/Office) State of M - Al U, County Of The foregoing Instrument was acknowledged before me this I day of , 20 by en t 1. a Y a ( Who is personally known to me O OR Name of per making statement who has produced Identlflcatlon Iltype of Identification produced: ( L �gaorp� •�►�� 'a., MARGARET CZJUKOWSKI Notary Public - State of Florida ., My Comm. Expires Dec 6. 20 17 ''•;��t„„��;;�' Commission M FF 072824 ,u4 Visit us on the web at www.sanfordfl.gov "Failure comes only when we forget our ideals, objectives, and principles."-- Jawaharal Nehru Please note: City Hall hours are 7:30am to 5:30pm Mon-Thurs, City Hall is closed on Fridays. From: Scott, Annette Sent: Thursday, October 30, 2014 1:09 PM To: Amos,Karlene; BLAKE, RICHARD; Blanton, Deborah; Building; Cash, Michael; Dalton, Christine; Gibson, Russell; Hinson, Eileen; Johnson, JoAnn; LOTEMPIO, CATHY; Minnetto, Matthew; Muse, Mary; POPE, JENNIFER; Public Works Request; Robles, Tim; Smith, Chris; Strine,Kris; WALL, JEFFERY; WATSON, MIKE Subject: 1500 w 15th ST permit # 14 2076 and address 2000 W 16th St permit # 14 2077 Address 1500 W 15" St & 1600" W 16" St need co's ASAP, our dept. apologize for the rush on these the reason the contractor is asking for a Rush because he had the AC unit stolen, he will be coming to you for help. Thanks Scott, Annette From: Strine,Kris Sent: Thursday, October 30, 2014 3:19 PM To: Scott, Annette Cc: Building Division Subject: RE: 1500 w 15th ST permit # 14 2076 and address 2000 W 16th St permit # 14 2077 Both addresses have had final approval for driveway inspections on 10/2/2014. From: Scott, Annette Sent: Thursday, October 30, 2014 1:09 PM To: Amos,Karlene; BLAKE, RICHARD; Blanton, Deborah; Building; Cash, Michael; Dalton, Christine; Gibson, Russell; Hinson, Eileen; Johnson, JoAnn; LOTEMPIO, CATHY; Minnetto, Matthew; Muse, Mary; POPE, JENNIFER; Public Works Request; Robles, Tim; Smith, Chris; Strine,Kris; WALL, JEFFERY; WATSON, MIKE Subject: 1500 w 15th ST permit # 14 2076 and address 2000 W 16th St permit # 14 2077 Address 1500 W 15" St & 1600" W 16" St need co's ASAP, our dept. apologize for the rush on these the reason the contractor is asking for a Rush because he had the AC unit stolen, he will be coming to you for help. Thanks Scott, Annette From: Amos,Karlene Sent: Thursday, October 30, 2014 3:18 PM To: Blanton, Deborah; Johnson, JoAnn; Scott, Annette Subject: FW: 1500 w 15th ST permit # 14 2076 and address 2000 W 16th St permit # 14 2077 14-2076 Clear W 15TH St. 1500 10/30/14 10/30/14 Marlon 14-2077 Clear W 16th St. 2000 10/30/14 10/30/14 Marlon The above COs are cleared by the Utility Department on 10/30/2014. Karlene Karlene Amos, MPA Utility GIS Technician Office: (407) 688-5177 Visit us on the web at www.sanfordfl.gov "Failure comes only when we forget our ideals, objectives, and principles."-- lawaharal Nehru Please note: City Hall hours are 7:30am to 5:30pm Mon Thurs, City Hall is closed on Fridays. From: Hooks, Marlon Sent: Thursday, October 30, 2014 2:41 PM To: Amos,Karlene Cc: WALL, JEFFERY; WATSON, MIKE; Connor, Mark; Hooks, Marlon Subject: Re: 1500 w 15th ST permit # 14 2076 and address 2000 W 16th St permit # 14 2077 - CLEAR 1500 W 15th St- CLEAR 2000 W 16th St: CLEAR Sent from my iPhone On Oct 30, 2014, at 1:18 PM, Amos,Karlene <KARLENE.AMOS@Sanfordfl.eov> wrote: Can we cleared this today? Thanks Karlene Karlene Amos, MPA Utility GIS Technician Office: (407) 688-5177 Scott, Annette From: Amos,Karlene Sent: Thursday, October 30, 2014 3:18 PM To: Blanton, Deborah; Johnson, JoAnn; Scott, Annette Subject: FW: 1500 w 15th ST permit # 14 2076 and address 2000 W 16th St permit # 14 2077 14-2076 Clear W 15TH St. 1500 10/30/14 10/30/14 1 Marlon 14-2077 1 Clear W 16th St. 2000 10/30/14 10/30/14 1 Marlon The above COs are cleared by the Utility Department on 10/30/2014. Karlene Karlene Amos, MPA Utility GIS Technician Office: (407) 688-5177 Visit us on the web at www.sanfordfl.gov "Failure comes only when we forget our ideals, objectives, and principles. "-- Jawaharal Nehru Please note: City Hall hours are 7:30am to 5:30pm Mon-Thurs, City Hall is closed on Fridays. From: Hooks, Marlon Sent: Thursday, October 30, 2014 2:41 PM To: Amos,Karlene Cc: WALL, JEFFERY; WATSON, MIKE; Connor, Mark; Hooks, Marlon Subject: Re: 1500 w 15th ST permit # 14 2076 and address 2000 W 16th St permit # 14 2077 - CLEAR 1500 W 15th St- CLEAR 2000 W 16th St.- CLEAR Sent from my iPhone On Oct 30, 2014, at 1:18 PM, Amos,Karlene <KARLENE.AMOSC&Sanfordfl.eov> wrote: Can we cleared this today? Thanks Karlene Karlene Amos, MPA Utility GIS Technician Office: (407) 688-5177 I Scott, Annette From: Forte, Jami <JForte@seminolecountyfl.gov> Sent: Wednesday, August 20, 2014 4:51 PM To: Scott, Annette Cc: Blanton, Deborah; Johnson, JoAnn Subject: 1500 W. 15th St. & 2000 W. 16th St. Good afternoon, This is to advise that there will not be any new Seminole County road impact fees for city BP 14-2076,1500 W. 15th St., as part of the county Rehab program. Please let me know if you have any questions. This is to advise that there will not be any new Seminole County road impact fees for city 8P 14-2077, 2000 W. 16th St., as part of the county Rehab program. Please let me know if you have any questions. Thank you & enjoy the day, KIM Jami Forte Planning Coordinator for Impact Fee's & Impact Analysis (Concurrency) Seminole County Development Services Dept., Business Office/Building Division 1101 East 1st Street, Room 1020 Sanford, Florida 32771 phone 407-665-7356 iforte( )seminolecountyfl.eov I,/ .1 SL1V1/NOtF C6OUNTY Where Customer Service is our top priority. www.seminolecounlyfl.gov/gm/survey.asp From: Scott, Annette f mailto:ANNETTE.SCOTT@Sanfordfl.govl Sent: Wednesday, August 20, 2014 4:44 PM To: Forte, )ami Subject: RIS 1500 W. 15th St permit # 14 2076 2000 W 16th St permit # 14 2077 RECORD COPY MAP OF SURVEY DESCRIPTION LOT 22t BOYKIN PLACE, AS RECORDED IN PLAT BOOK 7, PAGE 20, PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA. x x FND. 1/2• IR ,P� xI. ry1` 1� ,L1 N011 �i Ji h k x d . — — • — — • — — . — — • — — • — — . — CIA SET 1//2* I.R. %�rl"D LB #7084� 1 AP_PRPLANS A Nod a /I ENS,n . DEPT. I ok -6 c0V&+CVC-+ 6V61x W�n S�-1 kr,4 ac41 14' ALLEY (NOT OPEN) SET1/2' I.R. ?x 56.00' P & M LB 11708 ryP. 1-T N 15' REAR SE78ACKK dJ -----J-- 9d� O I ry^O ry1� I xh x x .81 LOT 22 I -- _-• `I LJ "^ I x " --- --- x ry. INV ry16x 5' FRONT SETEM FND. 1/2' IR ro PSM 3382 1.1 ' env • x x ,�`? 56' PLAT s 94 " 55.89' MEAS b SITE BENCHMARK 12, �1 10 SET ?C CUT ON NORTH xti1' xry x RIM OF MANHOLE• ry101 ELEVATION OF 27.63. I J x ,Pa o. 4�U- SET 1/2' I.R. LB 17084 21 OB Ixry1. 1k Z ds CL N Of ?D7 �u%LDINc Z : SAN€=ORD " _3 Q �F/0.4 RI`s O Z I 20.00' L.LENGTH 0 ry' x 6.001 1 10.00' PROPOSED PADx 1• pxl Ng x ry16 I xC. 217 ry1. 21.3 I � SRE BENCHMARK 11, J - NUMBd ER r\I „ CONC - CONCRETE I LOT 21 11 OLEANDER AVENUE: 6 I PROSTORY PSOSED CM - CONCRETE MONUMENT POB - POINT OF BEGINNING $ POC - POINT OF COMMENCEMENT CW - CONCRETE WALKWAY a � BUILDING PP - POWER POLE x ry10 �r PdM - PLAT d MEASURED w R - RADIUS �C4 yI R/W - RICHT OF WAY I ESMT - EASEMENT TYP - TYPICAL. IPROPOSED E%P - EDGE OF PAVEMENT UE - UTILlIY EASEMENT FFE FINISHED FLOOR 1 x h - LImnm UB - UTILITY BOX 6.001 30.00' / CONC. PAD I 20.00' `I LJ "^ I x " --- --- x ry. INV ry16x 5' FRONT SETEM FND. 1/2' IR ro PSM 3382 1.1 ' env • x x ,�`? 56' PLAT s 94 " 55.89' MEAS b SITE BENCHMARK 12, �1 10 SET ?C CUT ON NORTH xti1' xry x RIM OF MANHOLE• ry101 ELEVATION OF 27.63. I J x ,Pa o. 4�U- SET 1/2' I.R. LB 17084 21 OB Ixry1. 1k Z ds CL N Of ?D7 �u%LDINc Z : SAN€=ORD " _3 Q �F/0.4 RI`s ry1 r �,� X% '1109 W. 15TH STREET (FIELD) NOTE, FIFTEENTH STREET (60' /RW) (PER PLAT) 1) UNDERGROUND UTILITIES AND FOUNDATIONS HAVE NOT BEEN SHOWN. 2) ELEVATIONS BASED ON SEMINOLE COUNTY BENCHMARK #4774501 WITH A PUBLISHED ELEVATION OF 26.480' NORTH AMERICAN VERTICAL DATUM OF 1988, SC7-20-LOT22 3) TOPOGRAPHIC FOR ENGINEERING AND DESIGN PURPOSES. VDARY & TOPOGRAPHIC SURVEY CERTIFIED TO, ALL -IN CONSTRUCTION, IFIELD DATE:JULY 15. 2014 THIS BUILDINGAOT IS IN FLOOD ZONE X, BASED ON FLOOD INSURANCE RATE O Z BC -BACK OF CURB L.LENGTH 0 CALC - CALCULATED LB - B BUSINESS ZE e M ,yh ry16 G - CENTRA. ANGLE Nd0 - NAILDISK SRE BENCHMARK 11, J - NUMBd ER BOX CUT IN BACK OF CONC - CONCRETE WALK ON EAST SIDE OF 11 OLEANDER AVENUE: OL _ ON UNE x ry1 ELEVATION OF ry1 r �,� X% '1109 W. 15TH STREET (FIELD) NOTE, FIFTEENTH STREET (60' /RW) (PER PLAT) 1) UNDERGROUND UTILITIES AND FOUNDATIONS HAVE NOT BEEN SHOWN. 2) ELEVATIONS BASED ON SEMINOLE COUNTY BENCHMARK #4774501 WITH A PUBLISHED ELEVATION OF 26.480' NORTH AMERICAN VERTICAL DATUM OF 1988, SC7-20-LOT22 3) TOPOGRAPHIC FOR ENGINEERING AND DESIGN PURPOSES. VDARY & TOPOGRAPHIC SURVEY CERTIFIED TO, ALL -IN CONSTRUCTION, IFIELD DATE:JULY 15. 2014 THIS BUILDINGAOT IS IN FLOOD ZONE X, BASED ON FLOOD INSURANCE RATE LSCBND I_ IRO ROD BC -BACK OF CURB L.LENGTH CALC - CALCULATED LB - B BUSINESS ZE B - COJTERUNE _LICENSE MEAS - MEASURED UIS - METAL %NEO G - CENTRA. ANGLE Nd0 - NAILDISK CLF - CHAIN UNK FENCE J - NUMBd ER CONC - CONCRETE E - OVERHEAD ELECTRICAL. COW - CONCRETE BLOCK WALL OL _ ON UNE CM - CONCRETE MONUMENT POB - POINT OF BEGINNING CP - CONCRETE PAD POC - POINT OF COMMENCEMENT CW - CONCRETE WALKWAY PC - POINT OF CURVATURE Com - COVERED PP - POWER POLE OMC- DESCRIPTION PdM - PLAT d MEASURED OW - DRIVEWAY R - RADIUS DE - DRYNACE E4SEMENT R/W - RICHT OF WAY ESMT - EASEMENT TYP - TYPICAL. E%P - EDGE OF PAVEMENT UE - UTILlIY EASEMENT FFE FINISHED FLOOR - LImnm UB - UTILITY BOX FND - FOUND WF - WOOD FENCE E -M - IRON PIPE Y - GUY WIRE ANCHOR Me Di BEARING STRUCTURE BASED OM THE VEST RIGHT OF VAY LINE OF OLEANDER AVENUE. CITY OF SANFORD, FLORIDA M.A.P. Land Surveyine, Inc. /1 69 NO. 6124 f515a Cord Rd.Sui Orlando Fl. 32812 Andrew Perry, P.S.M. PH. 407 896 4557 1 Professional Surveyor do Mapper #6124 FAX 407 277 9778 'NOT VALID mom THE somiURE AND THE ommm USED SEAL OR THE ELECTRONIC SIGNATURE AND SEAL r.Com LB #7084 OF THIS FLORIDA Ul3TISED SURVEYOR AND MAM.'i RECORD COPY FORM 405-10 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: ALLIN 883 house faces south Builder Name: ALL IN CONSTRUCTION Street: 1500 w. 15th street Permit Office: 51AN11Foitb City, State, Zip: SANFORD , FL , Permll Number: tLk-zQ-r 4 Owner: Jurisdiction: &9 r 5 co Design Location: FL, Orlando 1. New construction or existing New (From Plans) 9. Wall Types (1000.0 sqft.) Insulation Area 2. Single family or multiple family Single-family a. Concrete Block - Int Insul, Exterior R=4.1 848.00 ft' b. Frame - Wood, Adjacent 11=11.0 152.00 ft' 3. Number of units, If multiple family 1 c. N/A R= ft= 4. Number of Bedrooms 2 d. NIA R= ft: 10. Ceiling Types (983.0 sqft.) Insulation Area 5. Is this a worst case? No a. Under Attic (Vented) R=30.0 983.00 fl 6. Conditioned floor area above grade (ftp 983 b. N/A R= ft' Conditioned floor area below grade (ft') 0 c. N/A 11. Ducts R= ft' R fl' 7. Windows(69.0 sq(t.) Description Area a. Sup: Attic, Rel: RoomslnBlockt, AH: RoomslnBlo 6 50 a. U -Factor: Dbl, U=0.63 69.00 ft' SHGC: SHGC=0.35 b. U -Factor: NIA ft' 12. Cooling systems kBtu/hr Efficiency SHGC: a. Central Unit 18.0 SEER:15.00 c. U-Fector: N/A ft' SHGC: 13. Heating systems kBlu/hr Efficlency d. U -Factor: NIA ft' a. Electric Heat Pump 18.0 HSPF:8.00 SHGC: Area Weighted Average Overhang Depth: 1.000 ft. Area Weighted Average SHGC: 0.350 14. Hol water systems a. Electric Cap: 40 gallons 8. Floor Types (983.0 sqft.) Insulation Area EF: 0.820 a. Slab -On -Grade Edge Insulation R=0.0 983.00 ft' b. Conservation features b. N/A R= ft' None c. N/A R= ft' 15. Credits Pstat Glass/Floor Area: 0.070 Total Proposed Modified Loads: 21.95 PASS Total Standard Reference Loads: 27.31 1 hereby certify that the plans and specifications covered by Review of the plans and 4-fHII STq�, 60�, this calculation are In compliance with the Florida Energy specifications covered by this .y� E Code. calculation indicates compliance - with the Florida Energy Code. mu,: '�•..;., '��,O � PREPARED BY: 6 "" _ Before construction is completed DATE: ? - b ! .`!� .. this building will be inspected for -' • - compliance with Section 553.908 I hereby certify that this building, as designed, Is In cOpplw Florida Statutes. ✓,�, COD with the Florida Energy Code. / Wulf _ OWNER/AGENT:.. BUILDING OFFICIAL' DATE: ........ _ ......__ DATE: Compliance requires completion of a Florida Air Barrier and Insulation Inspection Checklist 0311-D"V6 SANFORD # 1 4 Z 0 7 6 O�'OAR"N &00 7/16/2014 11:27 AM EnergyGauge® USA - FlaRes2010 Section 405.4.1 Compliant Software Pago 1 of 5 a 0� A ?0 7/16/2014 11:27 AM EnergyGauge® USA - FlaRes2010 Section 405.4.1 Compliant Software Page 2 of 6 PROJECT Title: ALLIN 983 house faces south Bedrooms: 2 Address Type: Street Address Building Type: FLProp2010 Conditioned Area: 983 Lot # Owner: Total Stories: 1 Block/SubDlvlslon: # of Units: 1 Worst Case: No PlatBook: Builder Name: ALL IN CONSTRUCTION Rotate Angle: 0 Street: 1500 w. 15th street Permit Office: SEMINOLE COUNTY Cross VenUlation: County: SEMINOLE Jurisdiction: Whole House Fan: City, State, Zip: SANFORD , Family Type: Single-family FL. New/Existing: New (From Plans) Comment: CLIMATE V IECC Design Temp Int Design Temp Heating Design Daily Temp Design Location TMY Site Zone 97.5% 2.5% Winter Summer Degree Days Moisture Range FL, Orlando FL_ORLANDO_INTL R 2 41 91 70 75 526 44 Medium BLOCKS Number Name Area Volume 1 Blockl 983 7864 SPACES Number Name Area Volume Kitchen Occupants Bedrooms InfIIID Finished Cooled Heated 1 RoomslnBlockl 983 7864 Yes 2 2 1 Yes Yes Yes FLOORS # Floor Type Space Perimeter R -Value Area Tile Wood Carpel 1 Slab -On -Grade Edge Insulatio RoomslnBlockt 126 R 0 983 fl' _-_- 0 0 1 ROOF Roof Gable Roof Solar SA Emill Emitl Deck Pitch V # Type Materials Area Area Color Absor. Tested Tested Insul. (deg) 1 Hip Composition shingles 10651t' 01l' Medium 0.96 No 0.9 No 0 22.6 ATTIC / V # Type Ventilation Vent Ratio (1 In) Area RBS IRCC 1 Full attic Vented 300 983 fl' N N CEILING # Calling Type Space R -Value Area Framing Frac Truss Type 1 Under Attic (Vented) RoomslnBlockl 30 98301 0.11 Wood a 0� A ?0 7/16/2014 11:27 AM EnergyGauge® USA - FlaRes2010 Section 405.4.1 Compliant Software Page 2 of 6 7/16/2014 11:27 AM EnergyGauge® USA - FlaRes2010 Section 405.4.1 Compliant Software Page 3 of 5 WALLS Adjacent Cavity Width Haight Sheathing Framing Solar Below V/ A mt__ ..._TA—�LUall_Type Space R_Velue El In . _ EtJn_.._Area —R-Value-Fraction—Absor._Grade%_ 1 E Exterior Concrete Block - Int InsilloomalnBloc 4.1 33 8 26412 0 0.75 0 2 S Exterior Concrete Block - Int Ins9loomslnBloc 4.1 30 8 240 R' 0 0.75 0 3 W Exterior Concrete Block - Int InsRoomslnBloc 4.1 33 8 264 R' 0 0.75 0 4 N Exterior Concrete Block - Int Ins8loomslnBloc 4.1 10 8 800, 0 0.75 0 5 N Garage Frame - Wood RoomslnBloc 11 19 8 152 fl' 0 0.01 0 DOORS # Ornt Door Type Space Storms U-Vatue eightln Area In _ Ft Ft In 1 N Wood RoomslnBloc None 0.460000 2 8 6 8 17.77777 2 S Insulated RoomslnBloc None 0.460000 2 8 6 8 20 R' WINDOWS Orientation shown Is the entered, Proposed orientation. Wall Overhang V # Ornt_ ID Frame - Panes NFRC U -Factor SHGC Storms - Area Depth MSeparation _ Int Shade Screening 1 S 2 Metal Low -E Double Yes 0.63 0.35 N 30 fl' 1 ft 0 In 1 R 0 In HERS 2006 None 2 W 3 Metal Low -E Double Yes 0.63 0.35 N 15 (l' 1 1`101n 1 fl 0 in HERS 2006 None 3 E 1 Metal Low -E Double Yes 0.63 0.35 N 9 Il' 1 ft 0 in 1 ft 0 In HERS 2006 None 4 E 1 Metal Low -E Double Yes 0.63 0.35 N 15 ft' 1 R 0 M 1 ft 0 in HERS 2006 None GARAGE # Floor Area Calling Area Exposed Wall Perimeter Avg. Wall Height Exposed Wall Insulation _ 1 240 f2 240 II' 55 R eft 1 INFILTRATION # Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 1 BySpaces Proposed SLA 0.000360 928.23 50.958 95.835 0.2628 7.0821 HEATING SYSTEM # System Type _ Subtype Efficiency _ Capacity _ Block Ducts 1 Electric Heat Pump None HSPF: 8 18 kBlu/hr 1 sys#1 COOLING SYSTEM # • System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 Central Unit Split SEER: 15 18 kBlu/hr 540 cfm 0.75 1 sy3#1 7/16/2014 11:27 AM EnergyGauge® USA - FlaRes2010 Section 405.4.1 Compliant Software Page 3 of 5 7/16/2014 11:27 AM EnergyGouge® USA - FlaRes2010 Section 405.4.1 Compliant Software Page 4 of 5 HOT WATER SYSTEM System Type _SubType Location _ EF Cap Use SetPnt Conservation _ 1 Electric None Garage 0.92 40 gal 50 gal 120 deg None SOLAR HOT WATER SYSTEM FSEC Collector Storage Cert # Company Name System Model # Collector Model 0 Area Volume FEF None None .......... _.. _.. _...... _ A° DUCTS / Supply •••• •--- Return ---- Air Percent HVAC �/ 0 Location R-Value Area Location Area Leakage Type Handler CFM 25 Leakage ON RLF Heal Cool 1 __...._....._..__.._ Attic 6 5011' .......... RoomslnBloc 50 41 DSE=0.88 _.._ RoomslnBI 0.0 cfm 0.00% 0.00 0.60 1 1 TEMPERATURES Programeble Thermostat: Y Ceiling Fans: Heat ng Jen Feb Mar Jun IX� IXXI 1Xj IX� My 1XI Jun 1X1 Ju X1Aug XSep X� O t �X� No X1 DecVenling lX] X Jan X Feb X Mar Ar Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling (WD) AM 78 78 78 76 78 78 78 78 80 80 80 80 PM 80 80 78 78 78 78 78 78 78 78 78 78 Cooling (WEH) PM 78 78 78 78 78 78 76 78 78 78 78 78 Heating (WD) AM 66 66 66 66 66 68 68 68 68 66 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 Heating (WEH) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 e8 66 66 7/16/2014 11:27 AM EnergyGouge® USA - FlaRes2010 Section 405.4.1 Compliant Software Page 4 of 5 FORM 405-10 Florida Code Compliance Checklist Florida Department of Business and Professional Regulations Residential Whole Building Performance Method ADDRESS: 1500 w. 15th street PERMIT #: SANFORD, FL, MANDATORY REQUIREMENTS SUMMARY - See Individual code sections for full details. COMPONENT SECTION SUMMARY OF REQUIREMENT(S) CHECK Air leakage To be caulked, Basketed, weatherstripped or otherwise sealed. 402.4 Recessed lighting IC -rated as meeting ASTM E 283. Windows and doors = 0.30 cfm/sq.ft. Testing or visual inspection required. Fireplaces: Basketed doors & outdoor combustion air. Must complete envelope leakage report or visually verify Table 402.4.2. At least one thermostat shall be provided for each separate heating and Thermostat & 403.1 controls cooling system. Where forced -air furnace is primary system, programmable thermostat is required. Heat pumps with supplemental electric heat must prevent supplemental heat when compressor can meet the load. 403.2.2 Ducts All ducts, air handlers, filter boxes and building cavities which form the primary air containment passageways for air distribution systems shall be considered ducts or plenum chambers, shalt be constructed and sealed in accordance with Section 503.2.7.2 of this code. 403.3.3 Building framing cavities shall not be used as supply ducts. Water heaters 403.4 Heat trap required for vertical pipe risers. Comply with efficiencies in Table 403.4.3.2. Provide switch or clearly marked circuit breaker (electric) or shutoff (gas). Circulating system pipes insulated to = R-2 403.5 + accessible manual OFF switch. Homes designed to operate at positive pressure or with mechanical Mechanical ventilation ventilation systems shall not exceed the minimum ASHRAE 62 level. No make-up air from attics, crawispaces, garages or outdoors adjacent to pools or spas. Swlmming Pools 403.9 Pool pumps and pool pump motors with a total horsepower (HP) of =1 & Spas HP shall have the capability of operating at two or more speeds. Spas and heated pools must have vapor -retardant covers or a liquid cover or other means proven to reduce heat loss except if 70% of heat from site -recovered energy. Off/timer switch required. Gas heaters minimum thermal efficiency=78% (82% after 4/16/13). Heat pump pool heaters minimum COP= 403.6 Cooling/heating Sizing calculation performed & attached. Minimum efficiencies per equipment Tables 503.2.3. Equipment efficiency verification required. Special occasion cooling or heating capacity requires separate system or variable capacity system. Electric heat >10kW must be divided into two or more stages. 405.2.1 Ceilings/knee walls R-19 space permitting. 7/16/2014 11:27 AM EnergyGauge® USA - FlaRes2010 Section 405.4.1 Compliant Software Page 5 of 6 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 80 The lower the EnergyPerformance Index, the more efficient the home. 1500 w. 15th street, SANFORD, FL, 1. New construction or existing 2. Single family or multiple family 3. Number of units, it multiple family 4. Number of Bedrooms 5. Is this a worst case? S. Conditioned floor area (ft) 7. Windows- Description a. U-Feclor: Dbl, U=0.63 SHGC: SHGC=0.35 b. U -Factor: N/A SHGC: c. U -Factor: N/A SHGC: d. U -Factor: N/A SHGC: Area Weighted Average Overhang Depth: Area Weighted Average SHGC: 8. Floor Types a. Slab -On -Grade Edge Insulation b. N/A c. N/A New (From Plans) 9. Wall Types Insulation Area Single-family a. Concrete Block - Int Insul, Exterior R=4.1 848.00111 b. Frame - Wood, Adjacent R=11.0 152.00 ft 1 c. N/A R= ft' 2 d. N/A R= R' EF: 0.92 10. Ceiling Types Insulation Area No a. Under Attic (Vented) R=30.0 983.00 ft' 983 b. N/A R= It' Aroa c. N/A R= ft' 89.00 ft' 11. Ducts R ft' e. Sup: Attic, Ret: RoomslnBlockt, AH: RoomslnBlo 6 50 ft' 12. Cooling systems kBtu/hr Efficiency ft' a. Central Unit 18.0 SEER:15.00 Insulation R=0.0 R= R= I certify that this home has complied with the Florida Energy Efficiency Code for Building Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Code compliant features. Builder Signature: Date: Address of New home: I's 00 vj� 4-A' City/FL Zip: Q� �- 3al 'Note: This is not a Building Energy Rating. If your Index is below 70, your home may quality for energy efficient mortgage (EEM) incentives if you obtain a Florida EnergyGauge Rating. Contact the EnergyGauge Hotline at (321) 638-1492 or see the EnergyGauge web site at energygauge.com for information and a list of certified Raters. For information about the Florida Building Code, Energy Conservation, contact the Florida Building Commission's support staff. ""Label required by Section 303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT. EnergyGauge® USA - FlaRes2010 Section 405.4.1 Compliant Software 13. Heating systems k8tu/hr Efficiency a. Electric Heat Pump 18.0 HSPF:8.00 1.000 ft. 0.350 Area 14. Hot water systema 983.00 ft' a. Electric Cap: 40 gallons EF: 0.92 R' b. Conservation features ft, None 15. Credits Pstat I certify that this home has complied with the Florida Energy Efficiency Code for Building Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Code compliant features. Builder Signature: Date: Address of New home: I's 00 vj� 4-A' City/FL Zip: Q� �- 3al 'Note: This is not a Building Energy Rating. If your Index is below 70, your home may quality for energy efficient mortgage (EEM) incentives if you obtain a Florida EnergyGauge Rating. Contact the EnergyGauge Hotline at (321) 638-1492 or see the EnergyGauge web site at energygauge.com for information and a list of certified Raters. For information about the Florida Building Code, Energy Conservation, contact the Florida Building Commission's support staff. ""Label required by Section 303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT. EnergyGauge® USA - FlaRes2010 Section 405.4.1 Compliant Software All -in 983 HVAC Load Calculations for All In Construction 275 Hunt Park Cove Longwood, FI. 32750 HVAC.RaeiDEUMAI. HVAC LOADS Prepared By: James A. D'Amico Maximum Air Conditioning Services, Inc. 2681 Mercy Dr. Orlando, FI 32808 407-297-1354 Wednesday, July 16, 2014 Rhvac is an ACCA approved Manual J and Manual D computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D. RhvacRaetdeirNal&;LI �Ma_x_ -l•m:..u•:m_ssA. lr-...C. _osn..d• lG,;o,n-inr.,83h•et.arCv.iol •;mAi.,i,.n— .`:e•-�r:.cs_•:•l�rai;.�l•.:H-VA:n.C'i.LY.o:L: asd.'. ofwa•re.�',?D.y,;."e,�v4eai,so.,p:m=Aelln=itn;;•_l n: cOrlando;:FL';32808' • ^" '` _ _ € — - k�<<.• y�.�:.r;;�;:.} '.inti • �`: ,�:3' z ::' �f3`ti1r.'ti_r�r=i r_�:.,i� Zr • �'f`;a2;�� _Gene'id P�ole_ct�l-n[�?r»UorsJL:Ei •:n >_.... sl:cS.ti _Y• 1? •... Project Title: All -in 983 Designed By: James A. D'Amico Project Date: July 11, 2014 Client Name: All In Construction Client Address: 275 Hunt Park Cove Client City: Longwood, FI. 32750 Client Phone: 407-275-5591 Company Name: Maximum Air Conditioning Services, Inc. Company Representative: James A. D'Amico Company Address: 2681 Mercy Dr. Company City: Orlando, FI 32808 Company Phone: 407-297-1354 Company Fax: 407-296-0062 Company E -Mail Address: maxacjim@aol.com Des�gn:D4t��=.�: �lFi3�at�;£`.•54.i't�!�,��;:-it:'�`�*'���f±(Ks�•i::su,�A�!'.:�fa:'�'`.��?'St��!:c....;::.... i +''�' : i�cn�`i�t'.:Y�::,� .i�i�;.a?d. - - -- ks _E ane•=�C•:- • � Reference City: Sanford, Florida Building Orientation: Front door faces South Daily Temperature Range: Medium Latitude: 28 Degrees Elevation: 89 ft. Altitude Factor: 0.997 Outdoor Outdoor Outdoor Indoor Indoor Grains Dry Bulb Wet Bulb Rel.Hum Rel.Hum Dry Bulb Difference Winter: 38 35.63 800% n/a 72 n/a Summer: 95 76 42% 50% 75 40 y_•�.c.,i Y. —..,}.__.•_tel :r., s � a^. ,�: ,; ,_ �i ••ir. '�:7: .ti. _ — _ — :.Check?Fi urea.:• -,•, •-,.�.._. „z .•-.;-.,:•.>~•'k-:, • �Ya';�}?:_�;y'r_.`•,;•% �:;...y� � '*R ,�.-�- - �.�..: ... ��a���;��; .g --'---d ,s..�•,.+_r.:.. �•-.:.> ••.:+,.-_.�,::...:i,r�•�-ti.5. ._ s. .,.tt:.�j..:.ur-:si�"�.":.xry3_E•7�.aY.-•��:y.•� ���•'lfr:-r',.:..•,rF , Total Building Supply CFM: 600 CFM Per Square ft.: 0.647 Square ft. of Room Area: 927 Square ft. Per Ton: 600 Volume (ft') of Cond. Space: 7,416 r uildirigtLoads;- - ..ia ===, ..�� = _ tl ;y>_ .�;�,�59 Total Heating Required Including Ventilation Air: 21,665 Btuh 21.665 MBH Total Sensible Gain: 14,184 Btuh 77 % Total Latent Gain: 4,348 Btuh 23 % Total Cooling Required Including Ventilation Air: 18,532 Stuh 1.54 Tons (Based On Sensible + Latent) r1..'r:�y'37 �a rr" b: 3 : ;:; .,{,, .� •, t. iiF,:iwy,:_z r s.r.�=.,;,�rr+.�- ;- :.rg�,a::,.:e_ r tot..r s� %NOteSr' �::.. s. ,•.�.r i3+s`^'s y ir`� lix,.. i : r ,._r;� :_�uz:fn ��; r n as :r�� \:• . .„:,.,• :�� --, 1.. _:a.•: R.:ri :`:e\.. r •.i`: 9..-_i•_. a:. -,-f_”-. ---- - .r:4.. S-f!i•:i�-€:,•- ice'--:-frfi'-:25. Rhvac is an ACCA approved Manual J and Manual D computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. C:1UserslJames\Documents\Elite Software\Rhvac 9 ProjectslALLIN 983.rh9 Wednesday, July 16, 2014, 11:28 AM Miscellaneous Report Winter: 0.450 38 35.63 80% n/a 72 n/a Summer: Above Grade Volume: 95 76 42% 50% 75 40.28 -'-.tw :�c. :+.:?r•' .2c+': •i •r-v>� •�_..rw ' t ds �-'_'�1;4 ,;.,�= ii. \ii.• .i `c, s�:L.. 7'�: Main Trunk Cu.ft./hr Runouts Cu.ft./hr Calculate: Yes Yes Use Schedule: Yes CFM Yes CFM Roughness Factor: 0.01000 CFM 0.01000 CFM Pressure Drop: 0.1000 in.wg./100 ft. 0.1000 in.wg./100 ft. Minimum Velocity: 550 ft./min 450 ft./min Maximum Velocity: 600 ft./min 750 ft./min Minimum Height: 0 in. 0 in. Maximum Height: 12 in. 8 in. Air- s t viz :O .tslda ..ti -tea � • �+.+.?+--.: -. )r+-Vie'_3' H u.;r.• �.p •ii 'if:.v�?iy�ss'r" tl 7 � _ t_ _�::� r �• • n �t-:. • �;�z . .!i► „�s;�_....•=:=t€z,• i� � �t+- r�r -. X� {��. _ � �- - � - _ Win er Summer Infiltration Specified: 0.450 AC/hr 0.230 AC/hr 56 CFM 28 CFM Infiltration Actual: 0.450 AC/hr 0.230 AC/hr Above Grade Volume: X 7.416 Cu.ft. X 7.416 Cu.ft. 3,337 Cu.ft./hr 1,706 Cu.ft./hr X 0.0167 X 0.0167 Total Building Infiltration: 56 CFM 28 CFM Total Building Ventilation: 85 CFM 85 CFM ---System 1 --- Infiltration & Ventilation Sensible Gain Multiplier: 21.93 = (1.10 X 0.997 X 20.00 Summer Temp. Difference) Infiltration & Ventilation Latent Gain Multiplier: 27.30 = (0.68 X 0.997 X 40.28 Grains Difference) Infiltration & Ventilation Sensible Loss Multiplier: 37.28 = (1.10 X 0.997 X 34.00 Winter Temp. Difference) Winter Infiltration Specified: 0.450 AC/hr (56 CFM), Construction: Average Summer Infiltration Specified: 0.230 AC/hr (28 CFM), Construction: Average Supply Main Attic 16B 0.12 Return Main Cond. Space - 0.24 C:\Users\JameslDocuments%Elite Software\Rhvac 9 Projects\ALLIN 983.rh9 6 300 No 6 150 No Wednesday, July 16, 2014, 11:28 AM Rhvac'•;Resldentlal•8`�Ipht,Conimerclal•HVAC, Loada :,i-..:. t :� ;t;w r ;r �, -';:, EIIte;8oftware`Development,lnc: - .aw h:a•a..:, is l.. _a•+i•';•r..::�_'r'+, `ti r.• •1iC'.l!'�i`•S :'•i7E'!'te:.Y�. ::`�' ::.�'n'i::'•.i?.•.h.. '-'.Vi. ::i:.T. _l.ia:,. Maxt um Afr Co Toni "' "' ::- `.•,... • °_':_ `" =`All=tri 983 ,Serve . i`.•r..-a.\. ..,. a -. r:��7,• .:i'%a�F.:n - :. �:. 'OrlendO;Fl-:32808. ti: •_l..�lxt-' _.'a. :. ._F. _.i_.'e r::.._`-_ _ = - ,rte•• �_ _ :'::���-:•::::::::,::r;` ,::i: �;::', ,_Pe e4 Load Preview Report Net tl? Sen Let Net Sen SFny' 9 Sys Atl Dud Scope Ton /Ton Area Gain Galn Gain Loss CFM CFML CFM Size BuUding~ —� 1.64Me00 027 14,184 4,348 18,632 21,665 600 600 600 System 1 1.54 600 927 14,184 4,348 18,532 21,665 e00 600 600 12 Ventilation 1,864 2,321 4,185 3,169 Dud Letent 651 651 Zone 1 027 12,320 1,376 13.606 18,496 600 600 600 12 1-kitchen Nook 255 3,828 202 4,030 4,487 146 188 186 1-8 2-Bedroom2 180 2,000 370 2,370 3,936 128 97 07 1••6 3-Bedroom 1 240 2,724 402 3,126 4,640 151 133 133 1-7 4-Great Room 252 3,768 402 4,170 5,432 176 183 183 1--8 C:\Users\James\Documents\Elite Software\Rhvec 9 Projects\ALLIN 983.rh9 Wednesday, July 16, 2014, 11:28 AM Ritiyas,=°ReBldentlalr8 Maximum Alr Ail V* .Oilalido FL•.3280e! r•e . Duct Size Preview Room or Duct Name System 1 Supply Runouts Zone 1 1 -kitchen Nook 2 -Bedroom 2 3 -Bedroom 1 4 -Greet Room Other Ducts In System 1 Supply Main Trunk — _ – .._ __.Summary .. ..-- •- --- --. .._ System 1 Hooting Flow. 600 Cooling Flow. 600 C:1Users\James\Documents\Elite Software\Rhvec 9 ProjectsWLLIN 983.rh9 Wednesday, July 16, 2014, 11:28 AM Souse Minimum Maximum Rouph. Design SP Duct Duel L Ad. J.f Duct bvi Stge Built -In 450 750 0 0.1 534.1 148; 186 1-8 Bulli -In 450 760 0 0.1 406 128 $/a� 97 1-e Sulu -In 460 760 0 0.1 496.5 161 1T-;I� 133 1-7 Bulli -In 450 750 0 0.1 525.7 176 183 1--8 Built -In 550 600 0 0.1 764 600 @Op,I 600 12 — _ – .._ __.Summary .. ..-- •- --- --. .._ System 1 Hooting Flow. 600 Cooling Flow. 600 C:1Users\James\Documents\Elite Software\Rhvec 9 ProjectsWLLIN 983.rh9 Wednesday, July 16, 2014, 11:28 AM I.Total Building Summary Loads 'LA -D -o: dazing-uoume pane iow-e to = u.bu/, operaDie 4a 1545 u buts 1,ulu window, metal frame with break, ground reflectance = Volume (W) of Cond. Space: 7,416 A7 '+r-��.. .. w.a� 'yc^ �'-r.►'S T�y�;�, . ,y,� 3 ^' $' C,�+ +a:y a.. .meg y��,...._..�..=•a::l.-..: �l3u ldt_nitll:�AdB�c:'tT:+v13?'F::tdsJA�P.�i-�.�»��P,-:'r=x.liT�tk=��'!��Yco��"cam--''�'T''e��st._n.�''�a #-` .z�i1.' '!'ii':�:'-'�6.'i1��:`C_lf.=: arV'�ri'�•'.sL ,.::1:_•.4_;.`..i? 0.23, outdoor insect screen with 50% coverage, light 21,665 Btuh 21.665 MBH Total Sensible Gain: 14,184 color drapes with medium weave with 50% coverage, % Total Latent Gain: 4,348 Btuh 23 % u -value 0.63, SHGC 0.35 18,532 Btuh 1.54 Tons (Based On Sensible + Latent) iw• cG'�:-�:_' .'422" '.: C- - �5:. w. __r .T. ':Note s?`i :'.;_` 'rjx. _.:5e.• Fes., _ ;. s �+;�;�1'JGr�A� •v "� L- i.:�IM I -��f ��z s....` __...__ ...._.�.�..-r.. +-�.znan.: _F....._ 2'�'--i.af/F�':T `l. _r �.,•y'v'f3 .ii r:wtt�.'K -__ 1' _ 1 J :..�_. - Z�_�. 'i..._: i:�,_2 : "`;• M . i s I :•�Jia:.f_To_..�-. .!e�ri5 :_�::!'•� .e::!�.s� Y- ice. _ _ 2A -b -o: Glazing -Double pane low -e (e = 0.60), operable 30 642 0 992 992 window, metal frame with break, u -value 0.63, SHGC 0.35 11 D: Door -Wood - Solid Core 18.6 246 0 224 224 11J: Door -Metal - Fiberglass Core 20.2 413 0 377 377 13A-4ocs: Wall -Block, board insulation only, R-4 board 758.8 3,690 0 2,203 2,203 Insulation, open core, siding finish 12B-Obw: Wall -Frame, R-11 insulation in 2 x 4 stud 117.4 387 0 202 202 cavity, no board insulation, brick finish, wood studs 1613-30: Roof/Ceiling-Under Attic with Insulation on Attic 927 1,008 0 1,632 1,632 Floor (also use for Knee Walls and Partition Ceilings), Vented Attic, No Radiant Barrier, Dark Asphalt Shingles or Dark Metal, Tar and Gravel or Membrane, R-30 insulation 22A-pl: Floor -Slab on grade, No edge insulation, no 123 4,136 0 0 0 insulation below floor, any floor cover, passive, light Subtotals for structure: 11,357 0 6,649 6,649 People: 3 600 690 1,290 Equipment: 0 1,200 1,200 Lighting: 0 0 0 Ductwork: 5,067 651 3,158 3,809 Infiltration: Winter CFM: 56, Summer CFM: 28 2,072 776 623 1,399 Ventilation: Winter CFM: 85, Summer CFM: 85 3,169 2,321 1,864 4,185 Exhaust: Winter CFM: 85, Summer CFM: 85 Total Building Load Totals: 21,665 4,348 14,184 18,532 i otai tsunaing suppiy crnn: boo u -m Ner Square it.: o.b47 Square ft. of Room Area: 927 Square ft. Per Ton: 600 Volume (W) of Cond. Space: 7,416 A7 '+r-��.. .. w.a� 'yc^ �'-r.►'S T�y�;�, . ,y,� 3 ^' $' C,�+ +a:y a.. .meg y��,...._..�..=•a::l.-..: �l3u ldt_nitll:�AdB�c:'tT:+v13?'F::tdsJA�P.�i-�.�»��P,-:'r=x.liT�tk=��'!��Yco��"cam--''�'T''e��st._n.�''�a #-` .z�i1.' '!'ii':�:'-'�6.'i1��:`C_lf.=: arV'�ri'�•'.sL ,.::1:_•.4_;.`..i? Total Heating Required Including Ventilation Air: 21,665 Btuh 21.665 MBH Total Sensible Gain: 14,184 Btuh 77 % Total Latent Gain: 4,348 Btuh 23 % Total Cooling Required Including Ventilation Air: 18,532 Btuh 1.54 Tons (Based On Sensible + Latent) iw• cG'�:-�:_' .'422" '.: C- - �5:. w. __r .T. ':Note s?`i :'.;_` 'rjx. _.:5e.• Fes., _ ;. s �+;�;�1'JGr�A� •v "� L- i.:�IM I -��f ��z s....` __...__ ...._.�.�..-r.. +-�.znan.: _F....._ 2'�'--i.af/F�':T `l. _r �.,•y'v'f3 .ii r:wtt�.'K -__ 1' _ 1 J :..�_. - Z�_�. 'i..._: i:�,_2 : "`;• M . i s I :•�Jia:.f_To_..�-. .!e�ri5 :_�::!'•� .e::!�.s� Y- ice. _ _ Rhvac is an ACCA approved Manual J and Manual D computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. C:\UsersWames\Documents\Elite Software\Rhvac 9 Projecls\ALLIN 983.rh9 Wednesday, July 16, 2014, 11:28 AM Rhvac'Residential &Ught CommerclaINVAC:L'oada:'::: '; - ;�-: {;r ;L ;<<u+" ;': Elle 8oftwa�e.Development;:lnc.. ....: .:::....:i:._-.::. -..: `•::: ::: , .:.,.:.,� ,�;., e:`•.,_.:: •ivi:.�,'r, :1. �i" : rb•, i • �:a, - �c:.: ..,.::el . MaximumAlr,CondiUoning�Servi^::<�•a_•:. ........... ........: .i;..,r::.. , .:•..,: • - - . s: 66tidOA--328082.: ;-v; yam,=......s•..;.�:,:y.:;`�;=a..•:;'•;�'::;>`,.�,� .:'�i`� :.'';� _� (:_ .... .<•=�:.,.:, Pii9e`•7: System 1 Main Summary Loads ...... lA-D-o: ulazmg-uouale pane low -e to = u.uu/, operame window, metal frame with break, ground reflectance = 0.23, outdoor Insect screen with 50% coverage, light color drapes with medium weave with 50% coverage, u -value 0.63, SHGC 0.35 2A -b -o: Glazing -Double pane low -e (e = 0.60), operable window, metal frame with break, u -value 0.63, SHGC 0.35 11 D: Door -Wood - Solid Core 11 J: Door -Metal - Fiberglass Core 13A-4ocs: Wall -Block, board insulation only, R-4 board insulation, open core, siding finish 12B-Obw: Wall -Frame, R-11 insulation In 2 x 4 stud cavity, no board Insulation, brick finish, wood studs 16B-30: Roof/Ceiling-Under Attic with Insulation on Attic Floor (also use for Knee Walls and Partition Ceilings), Vented Attic, No Radiant Barrier, Dark Asphalt Shingles or Dark Metal, Tar and Gravel or Membrane, R-30 Insulation 22A-pl: Floor -Slab on grade, No edge insulation, no Insulation below floor, any floor cover, passive, light Subtotals for structure: People: Equipment: Lighting: Ductwork: Infiltration: Winter CFM: 56, Summer CFM: 28 Ventilation: Winter CFM: 85, Summer CFM: 85 Exhaust: Winter CFM: 85, Summer CFM: 85 System 1 Main Load Totals: 30 642 0 992 992 18.6 246 0 224 224 20.2 413 0 377 377 758.8 3,690 0 2,203 2,203 117.4 387 0 202 202 927 1,008 0 1,632 1,632 123 4,136 0 0 0 _._.__.-• -11,357 -- 0 6,649 6,649 3 600 690 1,290 0 1,200 1,200 0 0 0 5,067 651 3,158 3,809 2,072 776 623 1,399 3,169 2,321 1,864 4,185 21,665 4,348 14,184 18,532 MEIN' ,,•.oma;,- : ; t 3 Y RI -1K : "'_"'�^S'�-.. 834.:.x.. N -f tea: '.Y : - 5 ia4lrr r' t I.-1°_'� , : •{ ,'.;,• Supply CFM: 600 CFM Per Square ft.. 0.647 Square It. of Room Area: 927 Square ft. Per Ton: 600 Volume (ft') of Cond. Space: 7,416 jr]�- • .+C.a. w: s��r: • {�• .•,Y.�+� 1f ,.. 9f�,'.yJi ei .j .:G_�_kir�a az_.�•:+ `�; y,• ::r��.� �j �`='S:ii'•'S7c,'} li1i5L. ':jyt`4:l'f_�:�: :$YStel11`sLC8d8?•'.t�. ,i���:�=::F•�1 �L�:3�3.�1�'f`��ua!•n- 7A��4-{'.:-r�i'-:.t?�_,.,,..i:.YaT:::IrLit-.7+!:'•Jr'7d�_.•i5:2?:.EY.-T.`1'%•�iv�tze:'i'l�._..;. Total Heating Required Including Ventilation Air: 21,665 Btuh 21.665 MBH Total Sensible Gain: 14,184 Btuh 77 % Total Latent Gain: 4,348 Btuh 23 % Total Cooling Required Including Ventilation Air: 18,532 Bluh 1.54 Tons (Based On Sensible + Latent) Rhvac is an ACCA approved Manual J and Manual D computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. C:\Users\James\Documents\Elite Software\Rhvac 9 Projects\ALLIN 983.rh9 Wednesday, July 16, 2014, 11:28 AM Equipment Data - System 1 - Main Cooling System Type: Outdoor Model: Indoor Model: Tradename: Outdoor Manufacturer: Description: AHRI Reference No.: Nominal Capacity: Efficiency: Heating System Type: Model: Tradename: Manufacturer: Description: Capacity: Efficiency: Air Source Heat Pump 14HPX-018-230-13 C BX27UH-018-230'+TDR 14HPX SERIES LENNOX INDUSTRIES, INC. Air Source Heat Pump 4636738 19000 15 SEER Air Source Heat Pump 14HPX-018-230-13 14HPX SERIES LENNOX INDUSTRIES, INC. Air Source Heat Pump 16700 8 HSPF C:1Users\JameslDocuments\Elite Software\Rhvec 9 Pro)ects\ALLIN 983.rh9 Wednesday, July 16, 2014, 11:28 AM S stem ' 1, Zone 1 Summary Loads Average Load Procedure for Rooms 2A -b -o: Glazing -Double pane low -e (e = 0.50), operable window, metal frame with break, ground reflectance = 0.23, outdoor insect screen with 50% coverage, light color drapes with medium weave with 50% coverage, u -value 0.63, SHGC 0.35 2A -b -o: Glazing -Double pane low -e (e = 0.60), operable window, metal frame with break, u -value 0.63, SHGC 0.35 11 D: Door -Wood - Solid Core 11J: Door -Metal -Fiberglass Core 13A-4ocs: Wall -Block, board insulation only, R-4 board Insulation, open core, siding finish 12B-Obw: Wall -Frame, R-11 Insulation in 2 x 4 stud cavity, no board insulation, brick finish, wood studs 16B-30: Roof/Ceiling-Under Attic with Insulation on Attic Floor (also use for Knee Walls and Partition Ceilings), Vented Attic, No Radiant Barrier, Dark Asphalt Shingles or Dark Metal, Tar and Gravel or Membrane, R-30 insulation 22A-pl: Floor -Slab on grade, No edge insulation, no Insulation below floor, any floor cover, passive, light dry soil - Subtotals for structure: People: Equipment: Lighting: Ductwork: Infiltration: Winter CFM: 56, Summer CFM: 28 System 1, Zone 1 Load Totals: 30 642 0 992 992 18.6 246 0 224 224 20.2 413 0 377 377 758.8 3,690 0 2,203 2,203 117.4 387 0 202 202 927 1,008 0 1,632 1,632 123 4,136 0 0 0 11,357 0 6,649 6,649 3 600 690 1,290 927 0 1,200 1,200 0 0 0 6,067 0 3,158 3,158 2,072 776 623 1,399 18,496 1,376 12,320 13,696 :Check=:f'I Ur83ai.��:: - az;:�7 • •�}`-i.�; . �!:_'���._ ' L• '.� "�- �• `�i7 �..� r • i�s+d+::t`�^,.�v.s7+'- . ,-�L'-'�.`'�` Supply CFM: 600 CFM Per Square ft.: 0.647 Square ft. of Room Area: 927 Square ft. Per Ton: 812 Volume (fN) of Cond. Space: 7,416 - \�.;•-s:,:�w'• .. Wiz. ..__.. z •_ a- ;onealoads �•J•:� .+ :r.:F_• C =. : tG .+%f vim'' r',3r_' 'L•� -�' �:• ._s'a:�4.t�-mss: .'lffiarL+ _ __ :�'-__...: _ Total Heating Required: 18,496 Btuh 16.496 MBH Total Sensible Gain: 12,320 Btuh 90 % Total Latent Gain: 1,376 Btuh 10 % Total Cooling Required: 13,696 Btuh 1.14 Tons (Based On Sensible + Latent) iiAl ..a bir.F4"-`i•'.G�`''s�2 =-. _S 3.'�?5,,,�'..� 'stiSd:;i.-��..-.,_. •n-•iY'-�.-. ,4',',:-"!4:i-au.'•!v WN_,t -4.VI1y�`_-•: r'�i:� 1•+c.,� CGt �ote.�%..:;==.'�i�.�7v_.,.i�n:3a°��at�s...`.:,./'..,,4�:�a'�?7'=•:�.-"_T?' . j.�sie•+.s�•.�:r,'s'rE."_�:"SF:'s"fr:St-2i+�zi4;e�'�r.!Ft'Ss�;o.e7'_',�'�i.T'.�,eceS-3,�;.`-�.ititia.Sr_�:�e Rhvac is an ACCA approved Manual J and Manual D computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. C:1Users\James\Documents\Elite Software\Rhvac 9 Projects\ALLIN 983.rh9 Wednesday, July 16, 2014, 11:28 AM Rtivac, Resod!�gtial=8?�Igbt-QommerclalHVAC�Loade -,�• `�.�►�° •'`' ��i�•'� !;i�: ��:•:::�::!'%;:� � - _ =EIIte:8oftware:Devetopment,�lnc. Maximum;Alr.Condluoning.Servl:c;_:,;,�•:,:.::,:,: i,•.:�f-'.:.: h`:. ;4 __ :-,%_• w983 'RoomOrlendo;:F:L•--'-32808•• .: .. ...:•..,-::-:;:.:,;�:�j :....,.:•.., .:....• _ ..r==; .:...:.'�� - Page lb System ' Room Load Summary 1 kitchen Nook 255 4,487 58 1-8 534 3,828 202 175 186 2 Bedroom 2 180 3,936 51 1-6 496 2,000 370 91 97 3 Bedroom 1 240 4,640 60 1-7 496 2,724 402 124 133 4 Great Room 252 5,432 71 1-8 526 3,768 402 172 183 Ventilation 4,750 Btuh 3,169 n/a 4636738 1,864 2,321 Duct Latent 651 System 1 total__ ____ 927 21,665—.-.. 241 _ _14,184. 4,348.--.1-562 600 System 1 Main Trunk Size: 12 In. Velocity: 764 ft./min Loss per 100 ft.: 0.144 in.wg C1 r7.Ti\�si:'�-�-:s a4•• Ftsu -,goling'S 8terrtP$UrD. � • {�cY•`..�:RtaF'�-1:'-.r'1' G:�-'ss 3::+: .Y+s • s. � u, �._2•�i..4 'S. T=\. v��•!a :!���-•c�itis Y- 7 .+�i3?���:: u'£" �...�'�j t f�� � i..: �..�..4!-n�1F=�t •.�itn '. ''ice- +�i".a s•`��'7_'i Actual: 1.58 75%/25% 14,250 4,750 19,000 jv. a•'.-{rv;' �a7 iEqu)plrientap ta�;•;!�, aa:. l':?f_: ',.'f :iaTiiy'- `.; ,r - �:� er• a =ir�� .t. l:t'•Y��'''' .3'sar. :r:y'� :w :�i: J)'yl �i�j-'ti �.3 +:ti�S��:G�eY�tS'::J'�-_2!L'E lF1'. rJ.vr-T'1:. � .lv Heating System Cooling System Type: Air Source Heat Pump Air Source Heat Pump Model: 14HPX-018-230-13 14HPX-018-230-13 Indoor Model: CBX27UH-018-230"+TDR Brand: 14HPX SERIES 14HPX SERIES Description: Air Source Heat Pump Air Source Heat Pump Efficiency: 8 HSPF 15 SEER Sound: 0 0 Capacity: 16,700 Btuh 19,000 Btuh Sensible Capacity: n/a 14,250 Btuh Latent Capacity: n/a 4,750 Btuh AHRI Reference No.: n/a 4636738 C:1UserslJames\DocumentslElite SoftworelRhvac 9 ProjectsWLLIN 983.rh9 Wednesday, July 16, 2014, 11:28 AM Project Information Project title: Designed by: Project date: Project comment: Client name: Client address: Client city: Client phone: Client fax: Client comment. Company name: Company representative: Company address: Company city: Company phone: Company fax: Company comment: Item Air Handler Name aT01-ar• All -in 983 James A. D'Amico July 11, 2014 All In Construction 275 Hunt Park Cove Longwood, FI. 32750 407-275-5591 Maximum Air Conditioning Services, Inc. James A. D'Amico 2681 Mercy Dr. Orlando, FI 32808 407-297-1354 407-296-0062 - --- System 1 Air Source Heat Pump 1 14HPX-018-230-13 16700 8 HSPF +TDR 14-2076 4p%LDIA16 SANFORD R (a 9. bOod L'a�,V "a,) RECORD COPY ... Lbad Calculations 1500 W. 15th St., Sanford, FL 983 Sq. ft. x 3 Va 2,949 Va Special Appliance 3,000 Va Laundry 1,500 Va Range 12,000 Va Water Heater 5,000 Va Dryer 5,000 Va Dishwasher 1,440 Va Disposal 720 Va Microwave 1,440 Va Garage Door Opener 720 Va Pool VA General Load 33,769 Va 1" 10,000 Va @ 100% 10,000 Va General Load — 10,000 Va 40% 9,508 Va Net General Load 19,508 Va Condensing Unit 7,200 Va Air Handler 6,500 Va Total Service VA 33,208 Va / 240 Volt = 150 Ams 139 e�"-D1^'c �+ 2 0 7 6 SANFORD 9"'AAR'i�`�� NJJ Z -(11..��Q / -11 01) - Q 2076 gv��o�Nc SANFORD RTW aoA n at _C t 9 11e. SNV-ld EN19Wn-ld I c� lJ 'GUOzlNVS .u00111 7m 4 QQ 1S H19 6 'M 009 6 UD C 2� A c� 9 � 7m 4 QQ r U H W 0 N a Z m M VI JH a I:i z J a C> z CD a t ProBuild Lady Lake, FL RECORD COPY ALL -IN CONSTRUCTION 1500 1�th STREET SANFORD, FL TRUSS INDEX SHEET GENERAL NOTES AND DESIGN PARAMETERS 1. A SIGNED AND SEALED TRUSS SUMMARY HAS BEEN INCLUDED TO PROVIDE AS AN INDEX OF TRUSS DRAWINGS 2. REFER TO CONSTRUCTION DOCUMENTS FOR TRUSS PLACEMENT 3. DESIGN LOADS: ROOF: 37 PSF (SHINGLE) 45 PSF (TILE) FLOOR: 55 PSF 4. WIND DESIGN LOAD INFORMATION - (PER 2010 FBC, REF. ASCE 7-10) # A) BASIC WIND SPEED = 150 MPH (Vult); 116 MPH (Vasd) B) WIND IMPORTANCE FACTOR = 1.00 C) BUILDING CATEGORY = II D) WIND EXPOSURE(ALL SIDES) =C E) INTERNAL PRESSURE COEFFICIENTS ENCLOSED BUILDINGS = +/- 0.18 PARTIALLY ENCLOSED BUILDINGS = +/- 0.55 (NOTE: COEFFICIENTS FOR PARTIALLY ENCLOSED STRUCTURES ARE APPLIED WHEN DESIGN OF MEMBER(S) FALLS UNDER ASCE 7-10 DEFINITIONS CLASSIFYING AS SUCH) 5. REFER TO ROOF AND FLOOR DETAILS AT THE END OF THIS BOOK FOR TYPICAL CONNECTIONS 6. PROFESSIONAL OF RECORD: NOT AVAILABLE AT THIS TIME. 4-2076 �VILDIiyG' SANFORD �` ••may: ••0% �I �'0I C E N S••i•��� =i a No 2704 A s STATE OF ''�.f `_ oxct no. �III//If011III%%\\``drowndote: tOF WWRO&Nimaa79 Arvin° m. JU 142014 stole: DATE07/11/14 PAGE 1 ROOF TRUSSES LOADING Digitally signed REQ. QUOTE DATE 04/30/14 ORDER # 66369925 ORDER DATE 07/03/14 QUOTE # 66369925 PITCH ���II by William Ranieri DELIVERY DATE 12/25/14 CUSTOMER ACCT # 441973 DATE OF INVOICE / / CUSTOMER PO # 6741870 Top aoT ORDERED BY ID INVOICE # � Date: LEFT RIGHT TERMS - 2014.07.12 PROSulld 16:04:16 -04'00' ENTERED BY DeZee, Ms. Samantha 30 00 00 30.00.00 JOBSITE PHONE # X 4 Designer James Jonas Jr. 01-00.00 H 15TH ST ® JOB NAME: 1500 15TH ST 4.001 LOT # 1500 SUBDIV:I5TH ST ROOF A01 A 1 11500 1500 15TH ST 12 X 412 MODEL:CUSTOM TAG: ROOF JOB CATEGORY: ROOF u j SANFORD, FL 32771 DELIVERY INSTRUCTIONS: s o L D COD C08 1 2 SPECIAL INSTRUCTIONS: 0.00 HIP A02 T 0 2 X 4 2 X 4 PIF VIA C/CD 7.3.14 EC 01-00-00 Joint 2 Joint 8 1580.0 Ibs. 1580.0 lbs. Engineer of Record License # Addressl Address2 City, ST Zip EOR Test 1 Bldg Code: FBC2010/TPI2007 Wind Des Method Exposure Cat I Occupancy Cat Velocity / TC Dead / BC Dead Bldg Cat: Residential MWFRS(Directional)/C-C hybrid Wind ASCE 7-10 C 1 II 1 150.000 / 4.200 / 5.000 ROOF TRUSSES LOADING L I S-FRESS I"cR. ROOF TRUSS SPACING:24.0 IN. O.C. (TYP.) 0.0.7.0.0.0.10.0 1.25 INFORMATION PROFILE OTY PITCH TYPE BASE LU OVE HANG REACTIONS PLY Top aoT ID O/A TOP BOT LEFT RIGHT ® 1 2 Py 4.00 0.00 HIP GIRDER A01 30 00 00 30.00.00 2 X 412 X 4 01 -00-00 01-00.00 Joint 2 Joint 7 2708.3 Ibs. 280® ® 2 Py 4.001 0.001 ROOF A01 A 1 00 3000 12 X 412 X 6101-00.00 01 -00-00 J34Jointoint 2 296 4. 1�� lbs 2 4.00 0.00 HIP A02 30-00-00 30-00.00 2 X 4 2 X 4 01-00-00 01-00-00 Joint 2 Joint 8 1580.0 Ibs. 1580.0 lbs. 624.3 lbs. -624.3 Ibs. ® 2 4.00 0.00 HIP A03 30.00.00 30.00.00 2 X 4 2 X 4 01-00.00 01-00-00 Joint 2 Joint 7 1580.0 Ibs. 1580.0 lbs. -624.3 tbs.-624.3 Ibs. 2 1 4.001 0.001 HIP A04 3000-00 1 30.00.0012X4 2 X 4101.00-00 101-00.00 Joint Jointbs. Ibs I5 1 1 1®1 6580. 3 II. bis 30-00.00 Joint 2 Joint 6 ®COMMON 3 4.00 0.00 A05 30.00.00 2 X 4 2 X 4 01-00-00 01-00.00 1580.0 lbs. 1580.0 lbs. -624.3 Ibs. •624.3 lbs. 1 4.00 0.00 HIP GIRDER 601 20-00-00 20.00-00 2 X 4 2 X 4 01-00-00 01-00.00 Joint 2 Joint 6 1814.9 Ibs. 1870.1 Ibs. .696.8 Itis. -732.O1bs. �1 1 1 4.001 0.001 OMMO C B0 " 20-0 -00 10-00-0012 X 412 X 4101.00.00 101 -moo int J1 1Jo44 1.7 lbs.loss 1 1 . 41.9 COMMON 0.00-00Joint 1 Joint 7 4 4.00 0.00 B03 20--00 00 2 X 4 2 X 4 01-00.00 1077.0 Ibs. 1143.0 lbs. 1 365.7 tbs. -441.9 Ibs. JACK -OPEN 01-00-00 Joint 2 Joint 3 Joint 4 10 4.00 0.00 CJ 1 01.00.00 2 X 4 2 X 4 01.00.00 162.6 lbs. 13.0 Ibs. 9.8 lbs. A 18.2 lbs. •3.7 lbs. •0.9 lbs. JACK -OPEN 02-11.04 Joint 2 Joint 3 Joint 4 10 4.00 0.00 CJ3 02-11-04 2 X 4 2 X 4 01-00-00 250.6 Ibs. 82.1 Ibs. 48.1 Ibs. -132.4 Ibs. -48.6 Ibs. 1.2 Itis. JACK -OPEN 04-11-04 04-11-oa 2 X 4 2 X 4 01-00.00 Joint 2 Joint 3 Joint 4 10 4.00 0.00 CJs 371.8 Ibs. 144.0 lbs. 78.9 Ibs. 1 170.1 lbs.-90.OIbs. 6.9 Ibs. JACK•OPEN 07.00.00 Joint 2 Joint 3 Joint 4 12 4.00 0.00 EV 07.00.00 2 X 4 2 X 4 01-00-00 500.1 Ibs. 206.21bs. 109.8 Ibs. -211.8 Ibs. •131.2 tbs. 14w2 i .••� •'•• JACK -OPEN 07.00-00 Joint 2 Joint 3 J�o'nt,4�" 3 4.00 0.00 EJ7A 07-00-00 2 X 4 2 X 4 03-00-00 673.0 Ibs. 199.8 Ibs. 11.106.5 Ibs. j .373.8 Ibs. •124.7 lbs. 19.8 lbs. 14 JUL 14 20A 24 �I.o :�/ * •* • s• STATE OF ,L,.; 4 O R10P••••• 9000660. �AIA1•� William M. Ranieri, PE7EWE #42704 DATE07/11/14 PAGE 2 tm PROBuild OTY REQ. QUOTE DATE 04/30/14 ORDER # 166369925 ORDER DATE 07/03/14 OUOTE # 166369925 DELIVERY DATE 12/25/14 CUSTOMER ACCT # 1441973 DATE OF INVOICE / / CUSTOMER PO # 16741870 ORDERED BY INVOICE # I TERMS ENTERED BY DeZee, Ms. Samantha JOBSITE PHONE It Designer James Jonas Jr. a ° c FsCOD D T 0 1500 15TH ST 1500 15TH ST SANFORD, FL 32771 C081 JOB NAME: 1500 15TH ST MODEL:CUSTOM TAG: ROOF LOT # 1500 SUBDIV:15TH ST JOB CATEGORY: ROOF DELIVERY INSTRUCTIONS: 1 SPECIAL INSTRUCTIONS: PIF VIA C/CD 7.3.14 BC 0.00 Engineer of Record License # Addressl Address2 City, ST Zip EOR Test 1 1514.7 Ibs. 2118.0 lbs. -554.61bS.-823.71bS. Bldg Code: FBC20101TPI2007 Wind Des Method Exposure Cat I Occupancy Cat Velocity / TC Dead / BC Dead Bldg Cat: Residential MWFRS(Dlrectional)/C-C hybrid Wind ASCE 7-10 C 1 II 1 150.000 / 4.200 / 5.000 ROOF TRUSSES LOADING TCLL-TCDL-BCLL-BCDL I STRESS INCR. ROOF TRUSS SPACING:24.0 IN. O.C. (TYP.) INFORMATION 1 20.0.7.0.0.0.10.0 1 1.25 PROFILE OTY PITCH TYPE ID BASE O/A TOP BOT LEFT RIGHT REACTIONS PLY TOP BOT -OPEN 07-00.00 Joint 1 Joint 4 ®JACK 1 4.00 0.00 ERG 07.00.00 2 X 4 2 X 6 1514.7 Ibs. 2118.0 lbs. -554.61bS.-823.71bS. DIAGONAL HIP 09-10.13 Joint 2 Joint 4 Joint 5 2.83 0.00 HR 09.10.13 2 X 4 2 X 4 01-05.00 548.5 lbs. 262.5 Ibs. 346.6 lbs. 246.0 lbs. .163.1 lbs. -70.3 lbs. VALLEY 04.11.04 Joint 1 Joint 3 ® 1 4.00 0.00 M 04-11-04 2 X 4 2 X 4 195.7 Ibs. 195.7 lbs. -59.5 Ibs. -84.0 lbs. 02-11-04 Joint 1 Joint 3 ®VALLEY 1 4.00 0.00 VT2 02.11.04 2 X 4 2 X 4 95.7 Ibs. 95.7 Ibs. 29.0 lbs. -41.2 lbs. ITEMS OTY ITEM TYPE SIZE LENGTH PART NUMBER NOTES FT -IN -16 125 PC 8 LL Misc Items 1 12 Seat Plate 4 PC 8 LL Hangers HTU 26 JUL 14 William N -wooMmufth, qT rA uiL �c C� C E m J L S«• ,....... Er ' 0 0 0 •, •. qt . 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Jf=� 8 � CLO ec 7 Epp$ g qg y gg d d� =10 N Fy Y ii fill itooso �p 5 y Q 'a • k81, yr{ �IEe� $gyp_ � r � $p}g j OED�17 O��iJ� Z! 6ED S���L wAou"v m3n0 Vg131M7 4DIS30 T AdAi 31na3NOs -ova Sa0103NN00 Aavmns Lindn S310N 'OAN11N3110 'A3M C 2 Of - U �O OC3 0 N m 0 ti01Zb# 0!1 1d 3d `POWBa *Lai Welll!M itCi ��o�anford tY.,, . Building and Fire Prevention Product Approval Specification Form Permit # l "T - 01 03(o Project Location Address 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.orQ. 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 Florida Approval # 1. Exterior Doors Sliding ' J J Sectional G44*t>? -rm.�Q 7 Roll UD Automatic Other 2. Windows Single Hun ); Horizontal Slider Casement Double Hung - Fixed I - 2 D 7 t+ Pass Thro Mullions Wind Breaker Dual Action Other June 2014 Category / Subcategory Manufacturer Product Description(including Florida Approval # decimal 3. Panel Walls Siding Soffits AIG, a , Storefronts Curtain Walls Wall Louver Glass block Membrane Greenhouse E.P.S Composite Panels Other 4. Roofing Products Asphalt Shingles Cerbik4fVd WYD. K S i - lo2i% , N Underla ments A l 5 b ` 1 - 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 / Coating Liquid Applied Roofing Systems Roof Tile adhesive Spray Applied Polyurethane Roofing E.P.S. Roof Panels Roof Vents Other June 2014 Category / Subcategory Manufacturer Product Description Florida Approval # include decimal S. Shutters Accordion Bahama Colonial Roll u Equipment Other 6. Skylights Skylights Other 7. Structural Components 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 Applicant's Signature Applicant's Name (Please Print) June 2014 7/24/2014 Florida &/Idrg Code Online 'v/" 01(goe, FLQPiDA1P7YAQTMfW. 01 Regulation Pmda pep "wad DCIS Home I Log In I User Regtstration I Mot Topka I Submn SurchargeI Stab a Fads I Publications I FBC Staff SCIS Site Map I Unks I Sesrdt I Busines Professi I0 UW11t: public User Regulation Produce Aooroval Menu > Product or Application Search > Application List > ApOawtbn Distal FL 8 FL8871-144 Application Type Revision Code Version 2010 Application Status Approved Comments Archived (, Product Manufacturer Theme -Tru Corporation Address/Phone/Emell 118 Industrial Dive Edgerton, ON 43517 (419) 298-1740 rickw®rwbidgconsultants.com Authorized Signature Technical Representative Address/Phone/Emell Quality Assurance Representative Address/Phone/Erreg Category Subcategory Compliance Method Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Wratlon Date Validated ®V Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code Vivian Wright rickw®rwbklgconsultants.com Exterior Doors 1 • - is U —_ No Swinging Exterior Door Assemblies Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer ASTM D2843 k Evaluation Report - Hardcopy Received ASTM D635 Lyndon F. Schmidt, P.E. �v1lD//yG, PE -43409 ASTM E84 National Accreditation and Management Institute SANFORD 12/31/2015 O�pART�`�0 Ryan J. 10ng, P.E. k Validation Checklist - Hardcopy Received A ASTM D1929 1996 ASTM D2843 1999 ASTM D635 2003 ASTM E1300 1998 ASTM E84 2000 ASTM G26 1995 TAS 201, 202, 203 1994 Florida Licensed Professional Engineer or Architect FL8871 R4 EouN of STANDARDS.odf hapsJlwwwflaldabtllldng.org/pr/pr eppdl.aspo0Warm%C Xf]rtADatytigWelOiFlrpl®Ig50NItdR21¢4Avlavt2M963d 113 724/2014 Florida Bd iding Code Anne Product Approval Method Method 1 Option D ri a r Date Submitted Date Validated Date Pending FOC Approval Ceie Approved' Summery of Products 02/27/2012 02/29/2012 03/07/2012 04/03/2012 hips:/Avwr.Aoridabuiidng.org/pNpr epP_OmpOperarrF--vCQWDgto1Wt**IrpWlig5ONhd Zrm4AmaWM%3d 2J3 FL • Model, Number or Name Description 8871.1 a. "ClasskCraft Rustle- Series 3% x n 'Impact' Opaque Fiberglass Radius Top Single Door (X) - Inswing or Outswing Limits of Use I stagatlon burtruetlorra Approved for use In HVHZ: Yes FL8871 R4 II Inst 8871.1.odf Approved fon use outside HVHZ: Yes Vertled By: Lyndon F. Schmidt, P.E. 43409 Impact Realatsnt: Yes Created by Independent ThWd Party: Yes Design Pressure: WA Evelmtin Reports 011ier: See INST 8871.1 for Design Pressure Ratings by specific FLM71 R4 AE Eval 8871.1.odf Model and for any other additional use limitations and installation Created by Independent TAW Party: Yes InstnxtIons. 8871.2 b. "ClassIcCraft' or'ClasskCraft fl ustk' 36 x 8'0 Rrrpect* Opaque Fiberglass Single Door (X) - Inswing or Series Outswing Limits of We Installation Instnretlons Approved for use In HVHZ: Yes FLB871 R4 II Inst 8871.2.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Raslatsnt: Yes Created by Independent Third Party: Yes Design Pressure: WA Evaluation Reports Other. See INST 8871.2 for Design Pressure Ratings by specific FLM71 R4 AE Eval 8871.2.odf Model and for any other additional use W*stlons and hstaletion Created by Independent Third Party: Yes Instructions. 8871.3 "ClasslcCreft' or "ClassIcCraft Rustic' r4ries; 3'6 x 8V "Impect' Opaque Fiberglass Single Door with Sidelite (OX or XO) - Inswing or Outswing Lbnlb of Ilse Installation Dutruetloro Approved for use In HVHZ: Yes FLM71 R4 II Inst 8871.3.odf f A{)�roved for use outside FIWIZ. Yes Verified By: Lyndon F. Schmidt, P.E. 43409 pact Resistsnt: Yes Crested by Independent Third Party: Yes Design Pressure: WA Evaluation Reports Other. See INST 8871.3 for Design Pressure Ratings by specific FLB871 R4 AE Eval 8871.3.odf Model and for any other additional use W*atlons and Installation Created by Independent Third Party: Yes Instructions. (Note - ASTM E1300-98 utilized for areas Inside the VVIR) 8871.4 d.-ClessIcCraft' or "OasskCraft Rustic' 36 x 8'0 'Impact' Opaque Fiberglass Single Door with Sldeltes Series (OXO) - Inswing or Outswing Limits of We Installation Instructions Approved fir use In HVHZ: Yes FL8871 R4 II Inst 8871.4.odf Approved for use outside HVHZ: Yes Verified Cry: Lyndon F. Schmidt, P.E. 43409 Impact Resbutant. Yes Design Pressure: WA Created by Independent Third Party: Yes Evehation Reports Other. See INST 8871.4 for Design Pressure Ratings by specifk FL8871 R4 AE Eval 8871.4.odf Model and for any other additional use imitations and Installation Created by Independent Third Party: Yes Instructions. (Note - ASTM E1300-98 utilized for areas Inside the WHZ) 8871.5 e. "FiberClassk' or'SmnothStai' Series 3V x 8V 'Impact' Opaque Fiberglass Single Door (X) - Inswing or Outswing Limits of We Irstalletion Inbvetlons Approved for use In HVHZ: Yes FL8871 R4 n Inst 8871.5.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: WA Evaluation Reports Other. See INST 8871.5 for Design Pressure Ratings by specifk FL8871 R4 AE Eval 8871.5.odf Model and for any other additional use Unitations and Installation Created by Independent Third Party: Yes Instructions. 8871.6 f. "FiberClassk' or'SmoothStar' Series 3V x 8b 'Impact* Opaque Fiberglass Single Door with Sidente (OX or XO) - Inswing or Outswbng Limits of Use Iutilletlon Intruetlons Approved for use In HVHZ: Yes FL8871 R4 II Inst 8871.6.odf Approved for use outside IIVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resbtsnt: Yes Created by Independent Third Party: Yes Design Pressure: WA Evslution Reports Other. See INST 8871.6 for Design Pressure Ratings by specMk FL9971 R4 AE Eval 8871.6.odf Model and for any other additional use WHtatlons and Installation Created by Independent Third Party: Yes Instructions. (Note - ASTM E1300-98 utlNed for areas Inside the FIVER) hips:/Avwr.Aoridabuiidng.org/pNpr epP_OmpOperarrF--vCQWDgto1Wt**IrpWlig5ONhd Zrm4AmaWM%3d 2J3 704=14 Flarlds BWldrg Code Offline 8871.7 9. "FIberClassic' or smoothStar Series 3b It 8'0 nhwct' Opaque Fiberglass Single Door with Sidelltes (OXO) - Inswing or Outswing lJrrlfts of We >ofestagatlon irobuetbm Approved for use In MVMZ: Yes FLW71 R4 II Inst 8871.7.odf Approved for use outside NVNZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 bripeet Iteslstie t: Yes Created by Independent Third Party: Yes Design Pressure: WA Eveluation Reports Other. See V6T 8871.7 for Design Pressure Ratings by specific FL8871 R4 AE Eval 8871.7.odf Model and for any other additional use Mitatlons and installation Created by Independent Third Party: Yes instructions. (Note - ASTM E1300-98 utfted for areas inside the WNZ) 8871.8 h. TIberClassk', SmoothStar, 6b x n Rrrpact' Opaque Fiberglass Double Door (XX) - Inswing or "ClesskGaft' or'ClassicCraft Rustic' Outswing Series Wnits of Use Dtetatlatlon Lntructlons Approved for use In HVHZ: Yes FL8971 114 D Inst 8871.8.odf Approved for use oublde HVHZ.' Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Lnpaet Itellstreab Yes Created by Independent Thad Party: Yes Design Pressure: WA Evaluation Reports Other: See NST 8871.8 for Design Pressure Ratings by specific FL8871 R4 AE Eval 8871.8.odf Model and for any other additional use "ations and installation Created by Independent Third Party: Yes instructions. 8871.9 1. 'FiberClassV, SnroothStar, 6V x 810 7rrpact* Opaque Fiberglass Double Door with Sldekes %bssIcCmft' or'ClassIcCraR Rustic' (OXXO) - Inswing or Outswing Series Lhnits of Use Ltstsllation Lurtructions Approved for use In HVNZ: Yes FL071 R4 n Inst 8871.9.ndf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schrift, P.E. 43409 Ernpaet lteslstsrrtr Yes Created by Independent Third Party: Yes Design Pressure: WA Evaluation Reports Other: See 91ST 8871.9 for Design Pressure Ratings by specific FL9871 R4 AE Eval 8871.9.odf Model and for any other additional use Onitations and installation Created by Independent Third Party: Yes instructions. (Note - ASTM E1300-98 utilized for areas inside the HVHZ) 8ech Neri [*rattan lla ;; 1940 Nevi alarm* ShceL Lllehufee FL ]2]99 Phene: aSa-407.1924 The State of nodds Is an A1UBA employer. [**Melt 2007-201] Slate of ReAda. ;; 111112 statement ;; Aemadhllltl Statement ;; Refund Statement Under Florida levo email addresses ere public records. If you do not went your a -mall address rebased In response to a publlprecords request, do not send electronic man to this entity. Instead, contact the office by phone or by traditional mall. If you have any questions, please contact 850.407.1395. 'Pursuant to Section 455.275(1), Florlds Statutes, effective October 1, 2012, license** licensed under Chapter 455, F.S. must provide the Department Wth on *mall address U they have one. The emalb provided may be used for omdel communloaon with the licensee. However email addresses are public record. If you do not Wsh to supply a personal address, please provide the Department Wth on small address which can be made available to the public To determine If you are a licensee under Chapter 45S, F.S., please dick bpm. Product Approval Accepts: ®®®E Credit SAFE tOs:lAw,w.Aorldgdldn9•a94pNp► app_MmpOpwarrr-wC,VAOvADgtAQWJ HrpW3i95ONhdt2rm4Awr4M%3d 30 R W R W Building Consultants, Inc. B Consulting and Engineering Services for the Building Industry C P.O. Box 230 Vabico. FL 33595 Phone 813.659.9197 Florida Board of Professional Engineers Certificate of Audwdution No. 9813 Product Category Sub Category Manufacturer Product Name ASTM D2843-99 Themte-Tru Corporation "Smooth Star" and "Fiber Classic" Exterior Swinging Exterior Door 118 Industrial Drive Fiberglass Single Door Doors Assemblies Edgerton, OH 43517 InswinglOutawing Phone (419)2118-1740 "Impact" Scope: This is a Product Evaluation report issued by R W Building Consultants, Inc. and Lyndon F. Schmidt, P.E. (System ID # 1998) for Therma-Tru Corporation based on Rule Chapter No. 9N-3, Method 1 D of the State of Florida Product Approval, Department of Business & Professional Regulation. RW Building Consultants and Lyndon F. Schmidt, P.E. do not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. L/m/teuons: 1. This product has been evaluated and is in compliance with the 2010 Florida Building Code (FBC) structural requirements including the 'High Velocity Hurricane Zone' (HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing or stucco. 3. When used in the 'HVHZ" this product complies with Section 1626 of the Florida Building Code and does not require an impact resistant covering. 4. When used in areas outside of the "HVHZ' requiring wind bome debris protection this product complies with Section 1609.1.2 of the 2010 FBC and does not require an impact resistant covering. This products meets missile level 'Do and includes Wind Zone 4 as defined in ASTM E1996 and Section 1609.1.2.4 of the FBC. 5. For 2x stud framing construction, anchoring of these units shall be the same as that shown for 2x buck masonry construction. 6. Site conditions that deviate from the details of drawing FL -8871.5 require further engineering analysis by a licensed engineer or registered architect. 7. Outswing configurations using threshold item #4 meet water infiltration requirements for'HVHZ'. 8. Inswing and outswing configurations using threshold item #5 do not meet the water infiltration requirements for the 'HVHZ' and shall be installed only in non -habitable areas or at habitable locations protected by an overhang or canopy such that the angle between the edge of canopy or overhang to sill is less than 45 degrees. 9. See drawing FL -8871.5 for size and design pressure limitations. Supporting Documents: 1. Test Report No. Test Standard TEL 01460336-A,B,C ASTM D635-03, ASTM D1929-96 ASTM D2843-99 STTS00001 ASTM G26-95 15427-107362 ASTM E84 -00a ATI 67508.01-106-18 ASTM D1929 -96(2000)e01 TEL 06-1031-4 TAS 201-94, TAS 201-94. TAS 203-94 2. Drawing No. Prepared by No. FL 8871.5 RW Building Consultants, Inc. (CA #9813) 3. Calculations Prepared by Anchoring RW Building Consultants, Inc. (CA #9813) Testing Laboratory Signed by Testing Evaluation Lab.,lnc, Lyndon F. Schmidt, P.E. Sub Tropical Testing Omega Point Laboratories Architectural Testing, Inc. Testing Evaluation Lab.,lnc. Lon Hicks, VP Operations William E. Fitch, P.E. Joseph A. Reed, P.E. Wendell W. Haney, P.E. Signed & Sealed by Lyndon F. Schmidt, P.E. Signed 8r Sealed by Lyndon F. Schmidt, P.E. 4. Quality Assurance +%� Certificate of Participation issued by National Accreditation and Management Institute ,certifying that Therma-Tru Corporation is manufacturing products within a quality assurance program that complies with ISO/IEC 17020 and Guide 53. Lyndon F. Schmidt, P.E. FL PE No. 43409 2128/2012 PF 1233 Sheet 1 of 1 •0.1 6a &Nns." 0-o"s _Wv Doug p DOM► OI Td v"" 'I vapa" �� . IAIS30 1+ourn9D 7NJIdt1 My Dior at Ewen v.ca. .it ; • .� .'.' nDe p «pwi.o ► a PUMPONO&W 00 on" appow �. `e�+atimao ••o common At1l� g 1 Decor -u ar vd axooa, 0 0 0 0 • .o o; o, o P P M h M M h u F� ll1�8F1 ENrd %VW JrS671 0 . 1N:)BM 3Wri!! 7frM1 X066 IMI .� P 15 V� h � as a .- �o U00Cc a � g WE W Z 0 ofy"UA � >9 ° =m �.- �ryg L l 21 , I " I fill 1 fl suery %--M I" r•rUns••rvenown*4ftw X" WE" ~•ia¢[ www »"puN .••lV lgrq•OAm (AA 47 Il 41 7 EXTERIOR 17 L OETAII A -A J 00000000 0000000 00000000 0000000 00000000 0000000 00000000 00000019'. 00000000 0000000 00000000 0000000 00000000 0000000 0000" 0.0 00000s 0000000 00000000 0000000 .000000OL000000-00-0000-0000--.Oolol000I Panel rehforcenlent I F -- INTERIOR ri'\ HoRizomrAL CRM SECTION rM all 41 �IIII.IiVITllll[II I F -- INTERIOR ri'\ HoRizomrAL CRM SECTION rM all 28.86% OPEN--" AREA MAX. 2 VERTICAL CROSS SECTION cm- 05122106 --#m N.T.S. ora W. ows CHL ar LFS FL -6871.5 mm -2- or -A- G L r -A- 41 TVP. 4 CORNERS OF PANEL di EXTERIOR INTERIOR 28.86% OPEN--" AREA MAX. 2 VERTICAL CROSS SECTION cm- 05122106 --#m N.T.S. ora W. ows CHL ar LFS FL -6871.5 mm -2- or -A- G L r -A- 67 61 EXTERIOR 67 61 L oErAm A -A J 4 eC-dU.&:-& C' WAMA-A Pond mhforcernent L INTERIOR 66 rl-"N MORIZONrAl. CA= SECRON \li� I -cy d EXTERIOR INTERIOR -T @MWA LIT 147 e"a M F"\ VERTICAL CROSS SECTION aIIIIfi.Yllllll[II INTERIOR 66 rl-"N MORIZONrAl. CA= SECRON \li� I -cy d EXTERIOR INTERIOR -T @MWA LIT 147 e"a M F"\ VERTICAL CROSS SECTION 1 tQOWAI CROSS SWRON OA.,* red INTERIOR DMIOR 4 W=wkv . h -ft 05122106 = m N.T.S. ° L W. on m . •r. lF5 i wo My. d F1-8871.5 0 0 n A- or A) I' MIN. FROM ]"MIN. FROM —MASONRY EDGE MASONRY EDGE —� PP.) (TYP.I EXTERIOR -c"`f"`- INTERIOR 1 VERftCAL CROSS SECITON S or . tr%p +9 EXTERIOR INTERIOR 4 VERTICAL CROSS SECTION S m iw! col beef 1 forte whotertr�flhotbn it:d 2-1/TMIN. FROM — MASONRY EDGE MASONRY EDGE (IYP.I ("P.) d: a' a. EXTERIOR INTERIOR 2 ' VERTICAL CROSS SECTION S stgwnw/lxwb-suck EXTERIOR INTERIOR S VERTICAL CROSS SECTION S �gv-y�iOAd,eet1 forit4wwaterkabotbn req�iemer�h $ N z INTERIOR EXTERIOR s v 40 1060 C, x S VEIMCALoorC�nR�OuSoS SECTION S >ee� roses �t 1 I er Infdhatbn INTERIOR EXTERIOR 6 VERTICAL CROSS SWWN S ="pe o ro t1 larifyHrY�fllraMor� TYP. SEE NOTE 1 MASONRY MASONRY TYP. HEAD 8 OPENING OPENING JAMBS to °L.S is FRAME Ali =O� 2X BUCK-,,,.— O } 2X BUCK E' �$ d BHCKANMROM HINGE JAMB fEAMEANCHORING SMUJAW Masony 2X buck conslniction O NOTES: 11 1S y� I. 114'060 Concrete screws anchoring be buck require a minimum 1' clearance to masonry edges, 0 12 DLL i I-1/I'mbnlrrwmn embedment and o minimum ('clearance to adpcent concrete screws. Subsfihnlion 16 of equal concrete screws ham a afferent syppsw may hove agerent edge cWonce and center ` dblarnce requirements. Concrete screw bcatiaro at the comers maybe adored to maintain the 3 m"mum edge distance to morta�ofnts. N Concrete screw location; noted as' K ON CENIE(r _must be odlnrsted to mainrovn the mini mmm� edge distance to mortesscrews may be requi ed to ensure the ma*num on center dimension is nota �dncrere 12 1, nce 05/22/08 sore N.T.S. ° W- or DIPS e HOM DETAIL LAW -R & DEADIDW OETAn cm W" Lf5 3 Comm ra: ° FT. -88)•1.5 S sten a O • IYP. HERO 3 JAMBS; MASONRY SEE NOTE 1 OPENING G SEE NOTE 2 17 � 14 FRAME L TATCK A OEMMYWAIL �m 1x WCK Z � 6� LUJ y 11 f HINGE JAM! FRAME ANCNOWNG J� JAMe 12 D101 E NOTE I Masonry IX buck conshuctbn L : NOTES: 12 SEE NOTE 1 i^y R 1. 1/4' Nw concrete Screws onchoMg home and/a SR require a mtrWnum 2.11T clearance ro masonry edges, a 1-1/I' mkkrwm embedment and a minknum 3' clearance ro aegacent concrete screws. Subsfft~ of squat concrete screws from a different L _ = u wppter may hove different edge distance and center disronce requiemenb. Concrete screw locations at the comers may be th_ c odjusted ro ro m maintain the mirdmurn edge distance ortar joints. N Concrete screw locations noted as AMAX. ON CENIER' must be 5 T odf Wed ro matrsroth fn e midmum edge distance ro moria joints. addNbnW Concrete screwsay mbe mquied to ensure e s30K&mm mm on tenter dimension 1s not exceeded. N1NGE oETArt ora W. OWg cm vp U's 2 3/16' fTTy concrete strews cm"I sg home ro masonry edges, a 1-1/4' mi imum O NOW Im d embedment and a minimum 2.1/4' clearance to adjacent concrete screws unless otheR Wise noted by concrete screw manufachoer. FL -6871.5 0 0 a MW L OF g o (� SJlT A.- (DTM ftwbv no-a*w © 1 k No -k mail O (7 m -an" adsv/m Doane 5.83' -L .� ,• 7��t4 .�17s•� d IN�SNOID n� mtlip a N- SOA DTI as wre LIS oarw mw F'L-8871.5 VIL OF MATERIALS DESCRIPTION MATERIAL 1 X BUCK SG >= O.SS WOOD rC 2X BUCK SG >= O.SS WOOD MAX. l/4SHIM SPACE WOOD 114' X 2-314' PFH ELCO CONCRETE SCREW STEEL EMASONRY - 3.192 PSI MIN. CONCRETE CONFORMING TO ACI 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 CONCRETE G 3/16' X 3.1/4' PFH ITW CONCRETE SCREW STEEL H 114' X 3.114- PFH ITW CONCRETE SCREW STEEL J 114- X 3,VC PFH ITW CONCRETE SCREW STEEL L FI10 X 2-1 /2• PFH WOOD SCREW Srm I INSWING ADJUSTABLE THRESHOLD LS300AJ ALU 00D 2 INSWING THRESHOLD (IS300HP5) ALUM./COMP. 3 INSWING SELF ADJUST THERMAL BREAK THRESHOLD ISP30M ALUM./COMP. 4 OUFSWNGCOASTAL THRESHOLD ALUM./WOOD 5 OUTSWING STANDARD THRESHOLD ALUMJW000 6 INSWING THRESHOLD ALUM./COMP. 7 DOOR BOTTOM SWEEP VINYL 8 JAMB PINE $G - 0.42 WOOD 9 JAMB OAK SG x 0.42 WOOD 10 WEATHERSTRIP FOAM II HINGE STEEL 12 010 X 3/4' PFH SCREW STEEL 13 119 X 7 PFH WOOD SCREW STEEL 14 LATCH STRIKE PLATE STEEL 15 SECURITY STRIKE PLATE STEEL 16 N8 X 2.1/1 PFH SCREW STEEL 17 /8 X 3/4• PFH SCREW STEEL 18 KWIKSET SERIES PASSAGE LOCK STS 19 KWIKSET SERIES DEADBOIT 660 STEEL 40 SMOOTH STAR DOOR - SEE DOOR PANEL DETAIL SHEET FOR DETAILS 41 DOOR SKIN 0.077 THK SMOOTH STAR = 6AW PSI MIN. FIBERGLASS 42 TOP RAIL SMOOTH STARI COMP. 43 LOCK STILE SMOOTH STAR WOODAVL 44 HINGE STILE SMOOTH STAR WOOD 45 BOTTOM RAIL(SMOOTH STAR COMP. 46 PANEL REINFORCEMENT O.O2T THK SMOOTH STAR STS 47 FOAM CORE POLYURETHANE 60 FIBER CLASSIC DOOR - SIE DOOR PANEL DETAIL SHEET FOR DETAILS 61 DOOR SKIN 0.137 THK FIBER CLASSIC = 6400 PSI MIN. FIBERGLASS 62 TOP RAIL IFISER CLASSIC COMP. 63 LOCK STILE FIBER CLASSIC WOODAVL 64 HNGE STILE FIBER CLASSIC WOOD 65 BOTTOM RAIL FIBER CLASSIC COMP. 66 PANEL REINFORCEMENT 0.00 THK FIBER CLASSIC Siffl 67 FOAM CORE I POLYURETHANE (� SJlT A.- (DTM ftwbv no-a*w © 1 k No -k mail O (7 m -an" adsv/m Doane 5.83' -L .� ,• 7��t4 .�17s•� d IN�SNOID n� mtlip a N- SOA DTI as wre LIS oarw mw F'L-8871.5 8/11/2014 Fbida d SCIS Home I Log In I User Registration Busines Professi al ®product Approval USER: Public User Regulation Florida Building Code Ondine I rli�r� Hot Topics I Submit Surcharge 1 Slats A Facts j Publications I FOC Staff I SCIS Site Map II Link$ I Seam Product Approval Menu > Product or Apollo tion Seam > Application List > Application Detail FL * FL5302-R5 Application Type Revision Code Version 2010 Application Status Approved Comments Archived djoyner@amarr.com Product Manufacturer Annan• Garage Doors Address/Phone/Erreil 165 Carriage Court Category Winston-Salem, NC 27105 �� FpgR1't•�� (336) 251-1309 Sectional Exterior Door Assemblies danny.joyner@arrorr.com Authorized Signature Technical Representative Address/Phone/Email Brandon Gentle brandon.gentle@an-am.com Brandon Gentle 165 Carriage Court Winston-Salem, NC 27105 (336) 251-1308 brandon.gentle@amarr.com 207 Quality Assurance Representative Danny Joyner Address/Phone/Email Arrerr Garage Doors 165 Carriage Court �vtLDliyG Winston-Salem, NC 27105 djoyner@amarr.com SANFORD Category Exterior Doors �� FpgR1't•�� Subcategory Sectional Exterior Door Assemblies 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 Product Approval Method Thomas L. Shelrrerdine PE -0048579 Intertek Testing Services NA Inc. - ETVWamock Hersey 01/01/2015 Steven M. Urich, PE Validation Checidist - Hardcopy Received Standard Year ASTM E 330 2002 DASMA 108 2005 Method 1 Option D httpsJ/www.floridabuilding.org/pr/pr_app o.aspWwanrwGEVXQvADqunL7seVZMFLLeOOysN2RYeWg9h$geASs%3d 114 W111/2014 Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products Florida Building Code Online 08/26/2013 09/19/2013 11/07/2013 12/13/2013 FLA Model, Number or Name Description 5302.1 Stratford (M600); Heritage (M950); Dwg. IRC-6009-110-11,Thru 9'wide. Oak Summit (M650) Installation Instructions Umits of Use Installation Instructions Approved for use in HVHZ: No FL5302 RS 11 IRC -6009-110-11 Drawing 7-10 FL.pdf Approved for use outside HVHZ: Yes Verified By: TOM SHELMERDINE 0048579 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: +19.1/-22.6 Evaluation Reports Other. Design Pressure +19.1/-22.6, Not for use In HVHZ. Gazing X302 RS AE IRC -6009-110-11 Report 7-10 FL.odf option shall not be used in wind-borne debris region unless Created by Independent Third Party: Yes structure is designed as partially enclosed or door is a replacement door. 5302.2 Stratford (M600); Heritage (M950); Dwg. IRC -6009-100-11, Thru 9'wide. Oak Summit (M650) Umks of Use Installation Instructions Approved for use in HVHZ: No X302 R5 II IRC -6009-100-11 drawina 7-10 sealed.odf Approved for use outside HVHZ: Yes Verified By: TOM SHELMERDINE 0048579 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: +15.8/-18.7 Evaluation Reports Other. Design Pressure +15.8/-18.7,Not for use in HVHZ. Gazing FL5302 RS AE IRC -6009-100-11 report 7-10 sealed.odf option shall not be used in wind-borne debris region unless Created by Independent Third Party: Yes structure is designed as partially enclosed or door Is a replacement door. 5302.3 Stratford (M600); Heritage (M950); Dwg. IRC-6009-120-15,Thru 9'wide. Oak Summit (M650) Umits of Use Installation Instructions Approved for use in HVHZ: No FL5302 RS II IRC -6009-120-15 Drawina 7-10 FL.odf Approved for use outside HVHZ: Yes Verified By: TON SHELMERDINE 0048579 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: +22.8/-26.9 Evaluation Reports Other: Design Pressure +22.8/-26.9, Not for use in HVHZ. Gazing FL5302 RS AE IRC -6009-120-15 Report 7-10 FL.pdf option shall not be used in wind-borne debris region unless Created by Independent Third Party: Yes structure is designed as partially enclosed or door is a replacement door. 5302.4 Stratford (M600); Heritage (M950); Dwg. IRC -6009-130-15, Thru 9' wide. Oak Summit (M650) Umks of use Installation Instructions Approved for use in HVHZ: No FL5302 R5 II IRC -6009-130-15 Drawing 7-10 FL.pdf Approved for use outside HVHZ: Yes Verified By: TOM SHELMERDINE 0048579 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: +26.7/-31.6 Evaluation Reports Other. Design Pressure +26.7/-31.6, Not for use in HVHZ. Gazing FL5302 RS AE IRC -6009-130-15 Report 7-10 FL.odf option shall not be used in wind-borne debris region unless Created by Independent Third Party: Yes structure is designed as partially enclosed or door is a replacement door. 5302.5 Stratford (M600); Heritage (M950); Dwg. IRC -6009-140-15, Thru 9'wide. Oak Summit (M650) Umks of Use Installation Instructions Approved for use in HVHZ: No FL5302 R5 11 IRC -6009-140-15 Drawing 7-10 FL.pdf Approved for use outside NVHZ: Yes Verified By: TOM SHELMERDINE 0048579 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: +31.0/-35.1 Evaluation Reports Other: Design Pressure +31.0/-35.1, Not for use in HVHZ. Gazing FL5302 RS AE IRC -6009-140-15 Reoort 7-10 FL.pdf option shall not be used in wind-borne debris region unless Created by Independent Third Party: Yes structure is designed as partially enclosed or door is a replacement door. 5302.6 Stratford (M600); Heritage (M950); Dwg. IRC-6009-150-15,Thru 9'wide. Oak Summit (M650) Umits of Use Approved for use In HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +35.6/-42.1 Other. Design Pressure +35.6/-42.1, Not for use in HVHZ. Gazing option shall not be used in wind-borne debris region unless structure Is designed as partially enclosed or door is a replacement Installation Instructions FL5302 R5 II IRC -6009-150-15 Drawing 7-10 FL.pdf Verified By: TOM SHELMERDINE 0048579 Created by Independent Third Party: Yes Evaluation Reports FL5302 RS AE IRC -6009-150-15 Report 7-10 FL.odf Created by Independent Third Party: Yes httpsJ/www.floridabuilding.org/pr/Pr_app d,aspPWartrwGf=VXQvADqunL7seVZMFLLeWAN2RYeWg9higeASs%3d 2/4 Bf1112014 Florida Building Code Online . . I door. 5302.8 Stratford (M600); Heritage (M950); Oak Summit (M650) Dwg. IRC -6016-100-15, 10'Thru 16'wide. 5302.7 Stratford (M600); Heritage (M950); Dwg. IRC-6009-169-15,Thru 9'wide. FL5302 RS 11 IRC -6016-100-15 Drawina 7-10 FL.pdf Oak Sumrrit (M650) Verified By: TOM SHELMERDINE 0048579 Umits of use Installation Instructions Approved for use In HVHZ: No FL5302 RS 11 IRC -6009-169-15 Drawing 7-10 FL.pdf Approved for use outside HVHZ: Yes Verified By: TOM SHELMERDINE 0048579 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: +45.3/-51.2 Evaluation Reports Other: Design Pressure +45.3/-51.2, Not for use in HVHZ. Glazing FL5302 RS AE IRC -6009-169-15 Report 7-10 FL.odf option shall not be used in wind-borne debris region unless Created by Independent Third Party: Yes structure Is designed as partially enclosed or door Is a replacement door. 5302.8 Stratford (M600); Heritage (M950); Oak Summit (M650) Dwg. IRC -6016-100-15, 10'Thru 16'wide. Um its of Use Installation Instructions Approved for use in HVHZ: No FL5302 RS 11 IRC -6016-100-15 Drawina 7-10 FL.pdf Approved for use outside HVHZ: Yes Verified By: TOM SHELMERDINE 0048579 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: +15.2/-17.2 Evaluation Reports Other. Design Pressure +1S.2/-17.2, Not for use in HVHZ. Glazing FL5302 RS AE IRC -6016-100-15 Report 7-10 FL.odf option shall not be used In wind-borne debris region unless Created by Independent Third Party: Yes structure is designed as partially enclosed or door is a replacement door. 5302.9 Stratford (M600); Heritage (M950); Dwg. IRC -6016-110-15, 10'Thru 16'wide. Oak Summit (M650) Umits of use Installation Instructions Approved for use In HVHZ: No FL5302 115 11 IRC -6016-110-15 Drawing 7-10 FL.odf Approved for use outside HVHZ: Yes Verified By: TOM SHELMERDINE 0048579 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: +18.3/-20.8 Evaluation Reports Other. Design Pressure +18.3/-20.8, Not for use in HVHZ. Glazing FL5302 RS AE IRC -6016-110-15 Report 7-10 FL.odf option shall not be used in wind-borne debris region unless Created by Independent Third Party: Yes structure is designed as partially enclosed or door is a replacement door. 5302.10 Stratford (M600); Heritage (M950); Dwg. IRC -6016-120-15, 10'Thru 16'wide. Oak Summit (M650) Umits of Use Installation Instructions Approved for use In HVHZ: No FL5302 R5 11 IRC -6016-120-15 Drawina 7-10 FLpdf Approved for use outside HVHZ: Yes Verified By: TOM SHELMERDINE 0048579 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: +21.8/-24.8 Evaluation Reports Other. Design Pressure +21.8/-24.8, Not for use in HVHZ. Glazing FL5302 RS AE IRC -6016-120-15 Report 7-10 FL.odf option shall not be used in wind-borne debris region unless Created by Independent Third Party: Yes structure is designed as partially enclosed or door is a replacement door. 5302.11 Stratford (M600); Heritage (M950); Dwg. IRC -6016-130-15, 10'Thru 16'wide. Oak Summit (M650) Umits of Use Installation Instructions Approved for use in HVHZ: No FL5302 R5 II IRC -6016-130-15 Drawina 7-10 FL.odf Approved for use outside HVHZ: Yes Verified By: TOM SHELMERDINE 0048579 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: +25.6/-29.1 Evaluation Reports Other. Design Pressure +25.6/-29.1, Not for use in HVHZ. Glazing FL5302 RS AE IRC -6016-130-15 Report 7-10 FL.odf option shall not be used in wind-borne debris region unless Created by Independent Third Party: Yes structure is designed as partially enclosed or door is a replacement door. 5302.12 Stratford (M600); Heritage (M950); Dwg. IRC -6016-140-17, 10'Thru 16'wide. Oak Summit (M650) Umits of Use Installation Instructions Approved for use In HVHZ: No FL5302 R5 11 IRC-6016-140-17.pdf Approved for use outside HVHZ: Yes Verified By: TOM SHELMERDINE 0048579 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: +30.1/-33.8 Evaluation Reports Other. Design Pressure +30.1/-33.8, Not for use in HVHZ. Glazing FL5302 R5 AE IRC -6016-140-17 report 7-10 sealed.odf option shall not be used In wind-borne debris region unless Created by Independent Third Party: Yes structure is designed as partially enclosed or door is a replacement door. 5302.13 Stratford (M600); Heritage (M950); Dwg. IRC -6016-140-24, 10'Thru 16'wide Oak Summit (M650) Umits of Use Installation Instructions Approved for use in HVHZ: No FL5302 R5 11 IRC -6016-140-24 drawma 7-10 sealed.pdf Approved for use outside HVHZ: Yes Verified By: TOM SHELMERDINE 0048579 Impact Resistant: No - .. Created by Independent Third Party: Yes MtpsJ/www.floridabuilcbng.org/pr/pr_appdtl.aspx?parartFwGEVXQMDqunL7seVZMFLLe00y6N2RYel�g9fteASs%3d 3f4 8/11/2014 Florida Building Code Online Design Pressure: +29.7/-33.8 Evaluation Reports Other. Design Pressure +29.7/-33.8, Not for use in HVHZ. Gazing FL5302 R5 AE IRC -6016-140-24 report 7-10 sealed.Ddf option shall not be used in wind-borne debris region unless Created by Independent Third Party: Yes structure is designed as partially enclosed or door Is a replacement door. 5302.14 Stratford (M600); Heritage (M950); Dwg. IRC -6016-145-24, 10' Thru 16' wide. Oak Summit (M650) Umlts of Use Installation Instructions Approved for use in HVHZ: No FL5302 R5 11 IRC -6016-145-24 drawing 7-10 sealed.odf Approved for use outside HVHZ: Yes Verified By: TOM SHELMERDINE 0048579 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: +31.9/-37.2 Evaluation Reports Other: Design Pressure +31.9/-37.2, Not for use in HVHZ. Gazing FL5302 R5 AE IRC -6016-145-24 report 7-10 sealed.Ddf option shall not be used in wind-borne debris region unless Created by Independent Third Party: Yes structure is designed as partially enclosed or door Is a replacement door. 5302.15 Stratford (M600); Heritage (11950); Dwg. IRC -6018-110-15, 16'2 thru 18' wide. Oak Summit (M650) Umnits of use Installation Instructions Approved for use in HVHZ: No FL5302 R5 11 IRC -6018-110-15 Drawing 7-10 FL.Ddf Approved for use outside HVHZ: Yes Verified By: TOM SHELMERDINE 0048579 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: +18.2/-20.6 Evaluation Reports Other. Design pressure +I8.Z/-20.6, Not for use in HVHZ. Gazing FL5302 R5 AE IRC -6018-110-15 Report 7-10 FL.odf option shalt not be used in wind-borne debris region unless Created by Independent Third Party: Yes structure Is designed as partially enclosed or door is a replacement door. 5302.16 Stratford (M600); Heritage (M950); Dwg. IRC -6018-120-15, 162 thru 18' wide Oak Summit (14650) Urnits of Use Installation Instructions Approved for use In HVHZ: No F1S302 RS 11 IRC -6018-120-15 Drawing 7-10 FL.odf Approved for use outside MVHZ: Yes Verified By: TOM SHELMERDINE 0048579 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: +21.6/-24.5 Evaluation Reports Other: Design pressure +21.6/-24.5, Not for use in HVHZ. Gazing FL5302 R5 AE IRC -6018-120-15 Report 7-10 FL.Ddf option shall not be used in wind-borne debris region unless Created by Independent Third Party: Yes structure is designed as partially enclosed or door Is a replacement door. pack Nesl Contact Us :: 1940 NOAh Monroe Street Tallahassee fL 32399 Phone: 850.487.1824 The State of Florida is an WEED 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 vent your e-mail address released In response to a public -records request, do not send electronic mall to this entity. Instead, contact the office by phone or by traditional mall. 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 emalls provided may be used for official communication vilth the licensee. However email addresses an: public record. If you do not vdsh to supply a personal address, please provide the Department wllh an email address which can be made available to the public To determine If you are a licensee under chapter 4S5, F.S., please dick here . Product Approval Accepts: ®®®® CreditSAFE hU:lAwww.floridaWilchIng.org/pr/pr app M.asplf1param=wGE OvADqunL7seVZMFL.90 N2RYeWg9hlgeASs%3d 4/4 STRUCTURAL SOLUTIONS, P.A. tructural Engineering w Investigations ■ Consulting GARAGE DOOR STATIC PRESSURE TEST REPORT Garage Door No.: IRC -6009-169-15 Test Date: 4/18/2013 Project No.: 13-036 Design Pressures: +45.3 psf, -51.2 psf Report Date: 7/12/2013 I Model #1600 Test Pressures: +68 psf, -76.5 psf Test Location: I Amarr Garage Doors, Winston-Salem, NC ASCE 7-10 Criteria: Up to 5 Feet of Door Width in Zone 5' An Roof Slope; Enclosed Building Exp. B, 30' MRA E:. C 15' MRH Exp. C, 25' MRH E:. D, 15' MRH Exp. D, 25' MRH 214 mph 194 mph 184 mph 176 mph 169 m h Witnessed By: Brandon Gentle - Amarr Garage Doors; Thomas L. Shelmerdine, PE - Structural Solutions, P.A. Description of Test Specimen: A 9'-0" wide x T-0" high residential steel sectional garage door, one section wide by four sections high, each section being 2" thick by 21" high 25 gauge galvanized steel sheet. Each section was reinforced with two 3" 20 gauge galvanized steel struts. The door sections were connected together with one 14 gauge galvanized steel end hinge at each end stile and one 14 gauge galvanized steel center hinge at one interior stile as shown on the drawing. Garage door Model 600 manufactured by Amarr Garage Doors was used in the test. The test unit is further described on Drawing IRC -6009-169-15. Manner of Testing: This test was conducted at Amarr Garage Doors in Winston-Salem, NC, which is accredited by the American Association for Laboratory Accreditation, Certificate #2595.01. The specimen was tested for static pressure structural performance in substantial conformance with the procedures described in DASMA 108 "Standard Method for Testing Sectional Garage Doors - Determination of Structural Performance Under Uniform Static Air Pressure Difference", and ASTM E330 "Standard Test Method for Structural Performance of Exterior Windows, Curtain Walls, and Doors by Uniform Static Air Pressure Difference". Both positive and negative pressures were tested. The specimen was installed in an enclosure measuring approximately 5' deep, 9' high, and 25' long. The enclosure was Gamed with shop welded structural steel square tubing and covered with 3/4" thick plywood. The door was covered with 2 mil plastic sheeting to prevent leakage of air pressure. One pressure blower was attached to the enclosure with flexible ducting to provide the positive and negative pressures. Pressure transducers connected to a computer were used to measure and record the pressures in the enclosure. Test Procedure: The specimen was subjected to the above pressures for the following durations. Positive pressure was applied on the exterior face of the door first, and then negative pressure was applied. Step 1: Preload the door to 50% of the Design Pressure and hold for 10 seconds. Step 2: Unload the door for 1 to 5 minutes. Step 3: Load the door to 100% of the Design Pressure and hold for 60 seconds. Step 4: Unload the door for 1 to 5 minutes. Step 5: Load the door to 150% of the Design Pressure (which equals 100% of the Test Pressure) and hold for 10 seconds. Step 6: Repeat 1 through 5 above for negative pressure. Observations: No failures occurred as a result of the noted loadings. The door remained operable after both positive and negative tests. Summary: A 9'-0"x7'-0" Model 600 as described on drawing IRC -6009-169-15 meets or exceeds the testing criteria as described above. By comparison to the construction of the 9'-0"x7'-0" Model 600, the following doors also meet or exceed the above testing criteria, when constructed in accordance with drawing IRC -6009-169-15: • 9' x 7' Model 950 doors (which are constructed of thicker 24 gauge steel in lieu of 25 gauge steel) • 9' x 7' Model 650 doors (which have the "Oak Summit" embossment pattern) • Model 600, 650 and 950 doors with widths up to 9'-0" and heights up to 14'-0" • Short, Long, Flush, and Oak Summit Panels, which are alternate embossment patterns in the skin • 4 short panel (118-1/8" x 10-5/8") windows (3/32" annealed glass minimum - meets ASTM El 300-04) maybe installed in 1 section Submitted By: `LatoS HE reeeer N S •��4%finiXi Mn 0 l;E 51rit t ur d,. -Y 70 N o- STRUCTURAL SOLUTIONS, P.A. (Florida: dba Structural Solutions of North Carolina, Inc., Firm #29412) Thomas L. Shelmerdine, PE (NC PE #14654; Florida PE #0048579) 5921-G West Friendly Avenue ■ Greensboro, North Carolina 27410 w (336) 856-2686 a Fax (336) 856-2687 • NC Firm #C-1096 INSIDE ELEVATION 7 evA STRUT N.T.S. ATT/.ACKO KAO TEAL\/: N W ORL4M DID e•iACE VIa/T•O R r H" WAD SOI[YS •rrwc0 NTA DIRASArr. L.• WA WAD H CT0 STLC CCNTCR 10Q ATI V/ a) 1/.' . 3/ W.WAD SCRCVS r eMrA s1R11 ATTACKO 1. NCK KAO SCAEK ACEIE I PAGE t rat CPTOVLASOSECISs6 TOR ANO STILE LAYOUT TYPICAL DtRRASAFE CENTER HINGE 2 M.T.1 LTR `CCE (TABLE 1) IN PAM 3 FOR $TINT SPACDel VENTS PIWVIK TO w ti Ke 16 OtrQ BRTIOML VENT) Or UIDOSTOICTCO AR M1OV CARL ATTAD(D CCU VY . LY Me CARRIER Tv0 CD Nws or VENTS EQUALS IS WLEt toSTRUT ATIAD•0N1 (stow fell vcv" roe MAXIM O O 7 (V STI A ATfACKD E" WAD SCACTI AT CACN fpNTCR STILE TYPICAL STILE STIFFENER U CA NIX COMMERCIAL TOP rIK111R[ ATTACKO V/ (.) III' • L.' KK WAD SCCRM AD.AOTIALC SLIOC BRACKET ATTADEO V/ (2) 1/4• . 1/r ALT AND NIRS CND "" 1. w 80 w STAIRS PER SECTION 1 2' T BOTMU BRAOCT ATTACHED •/p 1H'.a/.• 10K SC1C1ta 5ECTION A -A (SIDE VIEW) N.T.S. 7 mfA STRUT VCA STRUT •TTAC ED w KO V/ CU 0 VY r LY 3/.• Wx AT END AR SCREvesS 9 - As stACvs r 0 BALL Stan. vrTN STEN RD LCR STILES a II• r 0 BILL STEEL �•• TYPICAL DURASAS'E END N[NGE 3 3• STp CIL NWT KIM �ATP�¢�T AS O V/ (D 1/1• K L.' (1) S/1M• OUL . 1-5I(K WAD fC1IEVt LAO EAA.GMT AAUBrt�TTO IAIe gONT. Mt11CISY0 a R a L.• NOL (NL 2 BRA) sIDCRODI r TYPICAL BOTTOM BRACKET 4 S1� I M.T.1 m w CENTER STOl 20 w mv. S1UE THE METHOD OF TESTING WAS IN SUBSTANTIAL CONFORMANCE WITH THE PROCEDURE DESCRIBED IN ASTM E330 AND ANSI/DASMA 10& THE PRESSURES SHOWN ON THE DRAWINGS WERE CALCULATED USING ASCE 7-10 WITH THE FOLLOWING PARAMETERS (5 FEET OF DOOR WIDTH IN THE END (1) TAB. OA ZONE. ROOF AT ANY SLOPE . P�OtfRWQ 1rgA0(riMM osOAa• WIND SPEED NPM 21♦ 194 181 176 169 1/.-M . WrTRACK E)9'OSIRE LEVEL B C C 0 0 SPACE BLT AMO MUS Is (a) RIVET: TRACK MOUNTING DETAIL I MEAN ROOF HEIGHT 1 30' 1 15 25 1S' 25' N.LS NRTa o R.RAot NAi � 1T1• cc 1 AA0I . SO 110111 2 W (4 1/O.�-20 TRACK WLKE OATS a NUTS 10 4'" WIN (3) 3/16" OIA . 1-S/B• CAR 00LIS (1) BAR' IRA. . I -3/v AEA. JAMB BR�TO AIel 12 w CAM STEEL AAYB MAOcrs - AtTADEO ./ (1) 1/Y-20 TRACK SPLICE Bat • NUT an (S) RIKrs B SCE(TABLE NN I PAM a BR .AAMA BRACKET SMCING TRACK OO/IN4LRAl10N FOR 6.6' UP TO 14• TALL ODORS IO MW= IF R=6 IIIIIE A 0BRow=/DOIIIITOW01 0olm 0/ A® OIOAYI NO GASB 0106 1 110A®IOL / OU uoA® o Ad 1-10 rs IDro n OC 0 AQP WRYm1 sm I m ,ItI111111Irrr MAX SIZE W.lA• ICS Jh�� No C1. 8579 BRID 1. ALL 0e IOU R.. OR DOOR a nARlO®A K 1O11K'x n.0. Tq1 1K HACK iK LOAD a nNafglm N IK 101, •I1p Re -ORDICI.. PUS "m Re oo L� �10 NO 1vIaI v 19 k" WAICIRIPAID�AUIOAiy� 1u1eAr om1 to" v L COCK$ AM 11AIaeAA Z RS masa KNYIACRM .0 •*T.0 v ./1 1TAI00Mel1 a sa ram A BILAA, 4 0011 umm owu K D " 1.1 ( 0117 NeLm TaOm TAR ONMOIOAL (umm 1 S.PPO1aMM f1.1CARK Gomm LAU K oo.m MTA RmSnm N o ccom" amm1 M .M. IOAa •1 CARD IN M ORAINTI N .001101 N oTw IMRRS +15.3 PSF Li �y]�'�II� -51.2 PSF >i 2 - l STATE F .ST LOADS Ea 4 O R tOp'� ?�� a66.0 Pg �1 -765 PSF FL '� SS/CNA� �`�, Amarr Itl CARE/ICK MRT ~014-SA(OL NIL 117115 YODEL /600 OAK SUMMIT v/Dur&We YODEL /600 STRATFORD ./DureSefe YODEL /950 BB1t1TAGE ./Dur.Sate Short. Long. Plush 6K Oat Summlt Panel's IR RAID IT W GAT OS" ROOK am B 9m ev wt YL omm IRC -6009-169— StD 16 3 GLAZING OPTION CROSS SECTION GLAZING NOT AVAILABLE IN WIND-BORNE DEBRIS REGION GLAZING NEETS ASTM E1300-04 eoraFreme WNDOW FRAME OPTIONAL Deva INSERTS VAIN UV PROTECTION WITH UV PROTECTION IN. 3/32- THICK SS9 GLASS ILILJI L• ■y � .AN NAO ZD[.! Ar slow .an .aoo. nA.E MOLDED INSIDE FRAME SECTION B—B I9-1/9' •7 lo-a/r 1 36 SHORT PANEL GLAZING FASTENER DETAIL B 993=M E 10T STRUT GLACE AT THE i0 Alm BETTOR O LOCATE SAT THE / ATTAOED V/f2) 1/A• X 5/1• WK NEAR SCRM AT CND 40 CENTER STMC% OPTIONAL SH13tT PANEL GLAZED SECTION STRUT AND STILE LAYOUT WOOD JAMB ATTACHMENT TO STRUCTURE 2. Y 6 GTI JAMB ATTA N7 Ie IF ASC STRICTURE 5/16' X 3' LAG SIXEVS STARTING 6' FROM ENDS TIEN 21. OL 11 i/2' EmKD1EHT1 D Y A VERifE JAMR A7iA Nf 7e Plltb PSI LDN[RE7E HILTI XVIX WET 3/9' X 1• STARTING 6• FIA- ENDS THEN 21. OL Q 1/21 EMBEDMENT) HILT[ SLEEVE ANCHOR 3/9' X 2-3//• STARTING 6' FROM ENDS THEN 20. O.C. U 1/1• CMKBWHT) ITV/R VERAMSET REDHEAD CTIN-BEI11MT 3/TeB• X BE 1• STARTING 6' ERON ENDS THEN 21. CC. Q 1/2• ENDWJM ] Y R7I �R AT7AENIENB 1 eV -M TX SUPSGN VI' X Y TITER SCREVS STARTING 6' FROM ENDS, USE PAIRS OF FASTENERS (7' APART) AT 16• O.C. (1 1/Y EMBEDMENT) 10LTI 1/1• X 2-3/1• RVI( -CON If- SCREVS STARTING 6• FROM ENDS. USE PAIRS O' FASTENERS (3' APART) AT 16. OC. (1 1//' ENBEOMENT) � Y R VFRiT u JAMB ATTAf]OfNT Te rt A -1D f1EX DAM PSI l'ilelRl HILtI SLEEVE AN043R 3/0' X 2-3/1• STARTING 6• FROM ENDS THEM 21. G.C. CI 1/1' ENBEDNQR) (OR. USE FASTENERS FOR HOLLOV C-90 BLOCIO -LAGS AND BOLTS CAN BE COUNTERSUNK TO PROVIDE A FLUSH NaNTING SURFACE. .PREPARATION li VOID JAMDS BY OTHERS = STRUCTU E S TS ST�RIICCTTIRE ST DIRE OU Cmm z W L � 1/ 2-7 1-1/Y RON 1 ; 2X6 .MMB TTP. Y MDI AVAILABLE TRACK CONFIGURATIONS NLS 1 IBM 1 Omwqx OT KIM I da Br I MAX SIZE 9' . 11' CSIGN LOAC +IS3 PSF -51.2 PW -76 5 PSF 01 Ru CAOIADE mGT VD6TEbSftJM NC Elm YODEL /000 STRATFORD w/Dur&We YODEL /950 HERITAGE w/Dur&Safe Short, Long. Plush i Oak Summit Panel's SEl 8 M. 0E11 WaE N", I IRtilov -IS soIO3 TABLE 1 TRACK ATTACHMENT C 0 E F G 4T 63' H I J K TABLE 2 T 3.5' 21" 3T 4T 63' 21" 21" 21" DOOR STRUT SPACING (BASED ON RECOMMENDED SECTION CONFIGURATION) TOP 3T 4T' 63' 73' 21" 21" 82' HEIGHT A B C 0 E F G H I J K L M N O T 73• 73' 73' 88' 21" ae• 94' 100• 9' 6' 3.5' 21' 3r 4r 63' 6' 6" 51/2" 18" 25 3/8" 36" 43 3/8" 54" 61 3/8" 76 1/4" 1a 3.11• zr 3r ar 113• 73" as• ss' 112• 10' 6' T 5 1/2" 18" 25 3/8" 39" 46 3/8" 6a' 67 318" 82 1/4" 99" 118' 11' 11'6" 12' 3.5. 21' 3.5' 21" 3.5' 21' 3r 4T 63' 3T 4T 63' 3T 4r 63' 73' 89' 73' 89' 73' 89' 89' 115' 99' 115" 99" 115. 125' 124' 130• 138' T 6" 5 1/2" 15" 22 3/8" 33" 40 3/8" 51" 58 3/8" 69" 76 3/8" 88 1/a" 89' 99' 115' 125• 142" 13' 3.5' 21" 3r 4T 63' 73' 89' 8' 51/2" 18" 25 3/8" 36" 43 3/8" 54" 61 3l8" 72" 79 3/8" 94 1/4" 3T 4T 63' 73' Sr 99. 115' 125' 141' 154" 14' 3.5' 21' 3r 4T 63• WIT' 51'/2" 18" 25 3l8" 39" 48 3/8" 6a' 67 3/8" 78" 85 3/8" 1001/4"1 18" 18" 21" 9' d' 18" 18" 18" 9' S 1/7' 15" 22 3/8" 33" 40 3/8" 51" 58 3/8" 69" 76 3/8" 8T' 94 3/8" 106 1/4" 8' 6" 21" 21" 21" 18" 21" 9' 6" 5 1/2" 18" 25 3/8" 36" 43 3/8" 54" 61 3/8" 72" 79 3/8" 9d' 97 3/6" 112 1/a" 18' 21" T 6" 18" 18" 18' to 51/r' 18" 25318- 35' as 318" sa' 67 3l8" 78" 85319- 96" 103 3l8" 118 1/4' T d' 21" 2," 21' 21" 1 1a 6" 51/2" 18" 25 3l8" 39" 46 3/8" 6a' 67 318" 81" 88 3/8" 102" 109 3/8" 1124-1/4- 21" 11' S 1/7' 18" 25 3l8" 36" 43 3l8" 54" 61 318" 72" 79 3l8" 9d' 97 3/8" 108" 115 318' 130 1/4" 11' 6" 51/r' 18" 25 3/8" 39" 46 3l8" 6d' 67 3/8" 78" 85 3/8" 96" 103 3/8" 114" 1213/8" 136 1/4" 1r 51/2" 18" 25 318" 39" 46 3/6" 60" 67 3/8" 81" 88 3/8" 102" 109 3/8" 127' 127 3/8" 142 1/4" tr6" 51/2" 18-125 3/8" 36" 43 3/8" 54" 81 3/8" 7Z'179 3/8" 90" 97 3/8" 1109'1115 3/8"1126"1133 3/8" 1481/4" r:_ 13' S 1/r' 18" 25 3/8" 39" 46 3/8" 6d' 67 3/8" 78" 85 318"196" 103 3/8" 1114"1121 Y8-1132-1139 3/8" 154 1/4" 13-6- 51/2" 18" 25 3/8" 39" 463/8" 67' 67 3l8" 81" 88 3/6" 1102"1109 3/8" i2a' 127 Y8-1136-1145 3/8" 1601/4' 14' 51/2" 18" 25 3/8" 39" 14F3/8' 6d' 67 Y8"181"188 Y8-1102"1109 319-112Y'1130 Y8"1144"1151 TABLE 3 TABLE 4 TABLE 5 Secuon secom �' _ Center Stile Location Pend Type uV101h Parol Type PoaOha AOONed 1400tr A IaIAIID p001 gOET NOLnm1 0vbA 0a Vfth (Measured OOm Left Edge) pI (PSF) (PSF) IIS '� OAam 7� (v •2275 4e •73.25 C 0 Stat Oak Smapl 50.7 $7.3 VOL®nE { O/Ot/b 0J Ilpt/n 0S S;0 Shat, Oak Summa C 0 L '22.75 000 4e 000 •73 25 e' 0 e' 2 Stat Oak Sudn4 7907 ,3 sat 0 tme m Lf¢ 1-m FIC IDm ADiD TWO (0= SW 01 1 mR S•2 Short. Oak Summa 23 75 49.000 '74.25 r 2 49.7 56.1 W,2 L 2375 49.000 •74.25 e4 520n, 5ummm 777 Iso S �~ e",4 Sham.O� ammo 50.000 W4 we LOV Ste. 497 SSO EN `. r,. 24.75 e' 8 short. oak Summit 25.75 50.000 '75.25 51.000 •76.25 Ldp 47.7 63.6 Ax SIZE •`�,�QS`` G " 14• a pQ; •\.�G Sic'•, O^�� 6• a hon, oak summ b e 520 �•` V 6 Lara 25 75 e e Short. Oak Summit 2775 g e L 2775 51.000 76 25 52.000 77.25 52D00 •77.25 -7 6 Loo s 10 ShX%OakSW-* -7 10 4e.s 4711 779 5x09 st.9 111.9 DESICH L E ♦453 PSF �= � ~� OOCG57 =I -111.2 PSF ': S '+ 111v t 43 6 10 Short. Oak Summa 27.75 53 000 '76.25 0' o 5w. go Summit 45 3 51.2 V 6.110 Long 27.711 53.000 '71.25 r0 Ldp 463 1. TEST LOADS STATE +68.05 �4PSF0�� 9',0 ShOR, Oak summit 2675 $1.000 •79 25 �za75 54.000 •79.zs gg ���iss/ONAL���,, • saes e1 not nested to a hinged v 7jaaLLLLSt ��^, FL ALL PLAM ArFAOamIT WAOwO ./-2' ALLOWED a11N SM a1 Sir No. 2 a1 ICT1D1 OPLY W CANUM CURT VOaT0i-3ALOr, MC. VMS YODEL 0650 OAR SUMMIT w/DuraSafe YODEL /600 STRATPOED w/DuraSafe YODEL /950 HERITAGE w/DuraWs Short, Long, Plush ar Oak Summit Panel's MA8 41 0,1 a6 03" daT6o OW 8 =MST M1 aE 15A010 IRC -6009 -169 -IS 9M 163 DOOR HEIGHT A 8 6-6- 3.11 21-13r TRACK ATTACHMENT C 0 E F G 4T 63' H I J K SPLICE S 70' T 3.5' 21" 3T 4T 63' 21" 21" 21" 76' 7"6" 3.5' 18" 3T 4T' 63' 73' 21" 21" 82' rr 8'6" 9' 3.11 xr 3.5. 21' 3.5' 18" 3r 4T 113• 3T 4T 63' 3T 4T 63' 73• 73' 73' 88' 21" ae• 94' 100• 9' 6' 3.5' 21' 3r 4r 63' 73-189- 21" 18" 106• 1a 3.11• zr 3r ar 113• 73" as• ss' 112• 10' 6' 3.5' 21' 3r 4r 83' 73' 89' 99" 118' 11' 11'6" 12' 3.5. 21' 3.5' 21" 3.5' 21' 3r 4T 63' 3T 4T 63' 3T 4r 63' 73' 89' 73' 89' 73' 89' 89' 115' 99' 115" 99" 115. 125' 124' 130• 138' 125" 3.5' 21" 3r 4T 63' 73' 89' 99' 115' 125• 142" 13' 3.5' 21" 3r 4T 63' 73' 89' 99' 115' 125• 148" 13' 6' 3/8" 166 1/4" DOOR HEIGHT A 8 6-6- 3.11 21-13r TRACK ATTACHMENT C 0 E F G 4T 63' H I J K SPLICE S 70' T 3.5' 21" 3T 4T 63' 21" 21" 21" 76' 7"6" 3.5' 18" 3T 4T' 63' 73' 21" 21" 82' rr 8'6" 9' 3.11 xr 3.5. 21' 3.5' 18" 3r 4T 113• 3T 4T 63' 3T 4T 63' 73• 73' 73' 88' 21" ae• 94' 100• 9' 6' 3.5' 21' 3r 4r 63' 73-189- 21" 18" 106• 1a 3.11• zr 3r ar 113• 73" as• ss' 112• 10' 6' 3.5' 21' 3r 4r 83' 73' 89' 99" 118' 11' 11'6" 12' 3.5. 21' 3.5' 21" 3.5' 21' 3r 4T 63' 3T 4T 63' 3T 4r 63' 73' 89' 73' 89' 73' 89' 89' 115' 99' 115" 99" 115. 125' 124' 130• 138' 125" 3.5' 21" 3r 4T 63' 73' 89' 99' 115' 125• 142" 13' 3.5' 21" 3r 4T 63' 73' 89' 99' 115' 125• 148" 13' 6' 3.5' 21• 3T 4T 63' 73' Sr 99. 115' 125' 141' 154" 14' 3.5' 21' 3r 4T 63• 73' 89" 99. 115. 125' 141' 160" DOOR HEIGHT Btm #2 SECTION HEIGHTS 1R3 #4 #5 i6 #7 #8 14' a' 21" 21" 21" 21" 21" 21" 21" 21" 13' 6" 21" 21" 21" 21" 21" 18' 18" 21" 13' a' 21' 21" 21" 18" 18" 18" 18' 21" 1r 6" 21" 18" 18" 18" 18" 18" 18" 21" 1r o' 2r z," 2r' zr z," 18" 2," 11' 6" 21" 21" 21" 18" 18" 18" 21" 11' d' 1a 6" 21" 21" 21"121', 21" 21" to a' 21" 21" 21" 18• 18" 21" 9'6" 21" 18" 18' 18" 18" 21" 9' d' 18" 18" 18" 18" 18" 18" 8' 6" 21" 21" 21" 18" 21" 8' d' 21" 18" 18' 18' 21" T 6" 18" 18" 18' 18 18" T d' 21" 2," 21' 21" 1 6' 6" 21" 18" 18" 21" Florida Building Code Online Page 1 of 5 L'U..1 HYz r17'.f:J.; U:_I�:U'.; CU-.i.:.!L'::1r Paida SCIS Home I Log In I User Reglstration Hot TOplrs I Submit Surcharge ; Stats p Facts Publications I FSc Stan I SCIS Site Map Links I Search Busines �� Product Approval Professi al USER: Public User Regulation �oducl Approval Menu > Ptodutt or Application SeaMb > Application Us > Application Detail FL # FL12250-R12 Application Type Revision Code Version 2010 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 Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products 1 MI Windows and Doors 650 West Market Street Gratz, PA 17030 (717) 365-3300 Ext 2560 bsitlingeromiwd.com �t Brent Si Omr rl� bsitlinger�miwd.com ` ��i1Lo/A1c Windows SANFORD Single Hung �� FAARTN�� Certification Mark or Listing American Architectural Manufacturers Association Steven M. Urich, PE 0 Validation Checklist - Hardcopy Received Standard Year AAMA/WDMA/CSA 101/I.S.2/A440 2005 AAMA/WDMA/CSA 101/I.S.2/A440 2008 Method 1 Option A 02/25/2014 02/25/2014 03/04/2014 http://www.floridabui lding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvzRNLe5g4OV... 8/14/2014 Florida Building Code Online Page 2 of 5 FL *M Model, Number or Name Description 12250.1 3540 36x84 Fin Frame Insulated Glass Limits of Use Certification Agency Certificate Approved for use In HVHZ: No FL12250 R12 C CAC APC - 3540 SH Fin (B2133.O1).odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 07/27/2015 Design Pressure: +40/-50 Installation Instructions Other: H-LC40. Glass complies with E1300-04. FL12250 R12 II Install Instructs - 3540 SH Fin (As Tested B2133.011.odf Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: Created by Independent Third Party: Yes 12250.2 3540 SH 52x72 Finless Frame Limits of Use Certification Agency Certificate Approved for use In HVHZ: No FL12250 R12 C CAC APC C7325.01-109-47-110 3540 SH Approved for use outside HVHZ: Yes FLS 3-41G 1-8A 52X72 R30.odf Impact Resistant: No Quality Assurance Contract Expiration Date Design Pressure: +30/-30 04/12/2017 Other: R-PG30 Installation Instructions R12 II 08-02270 513016.odf FL12250 Verified By: Luis R. Lomas, PE PE -62514 Created by Independent Third Party: Yes Evaluation Reports FL12250 R12 AE 513016 C7325.Ddf Created by Independent Third Party: Yes 12250.3 3540 SH 36x74 Finless Frame Limits of Use Certification Agency Certificate Approved for use In HVHZ: No FL12250 R12 C CAC APC C7326.01-109-47-RO 3540 SH FLS 3-41G 1-8A 36X74 LC35-DP-50 osf.odf Approved for use outside HVHZ: Yes Impact Resistant: No Quality Assurance Contract Expiration Date Design Pressure: +3S/-50 08/28/2017 Other: LC-PG35 Installation Instructions FL12250 R12 II 08-01252A 511854A.odf Verified By: Luis R. Lomas, PE PE -62514 Created by Independent Third Party: Yes Evaluation Reports FL12250 R12 AE 511854A C7326 36x74.odf Created by Independent Third Party: Yes 12250.4 3540 SH 44x72 Finless Frame Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL12250 R12 C CAC APC C7326.01-109-47-RO 3540 SH FLS 3-41G 1-8A 44X72 LC35-DP-47 osf.odf Approved for use outside HVHZ: Yes Impact Resistant: No Quality Assurance Contract Expiration Date Design Pressure: +35/-47 08/28/2017 Other: LC-PG35 Installation Instructions R12 II 08-01247A 511849A.odf FL12250 Verified By: Luis R. Lomas, PE PE -62514 Created by Independent Third Party: Yes Evaluation Reports FL12250 R12 AE 511849A C7326 44x72.Ddf Created by Independent Third Party: Yes 12250.5 3540 SH 48x96 Finless Frame Oriel Limits of Use Certification Agency Certificate Approved for use In HVHZ: No FL12250 R12 C CAC APC C7326.01-109-47-RO 3540 SH Approved for use outside HVHZ: Yes FLS 3-41G 1-8A 48X96 LC30.Ddf Impact Resistant: No Quality Assurance Contract Expiration Date Design Pressure: +30/-30 08/28/2017 Other: LC-PG30 Installation Instructions FL12250 R12 II 08-01371A 511988A.odf Verified By: Luis R. Lomas, PE PE -62514 Created by Independent Third Party: Yes Evaluation Reports FL12250 R12 AE 511988A C7326 48x96.Ddf Created by Independent Third Party: Yes 112250.6 13540 SH 152x62 Finless Frame I Limits of Use Certification Agency Certificate Approved for use In HVHZ: No FL12250 R12 C CAC APC D0206.01-109-47-RO 3540 SH Approved for use outside HVHZ: Yes FLS 3-4IG 1-8A 52X62 R35.Ddf Impact Resistant: No Quality Assurance Contract Expiration Date Design Pressure: +35/-35 08/27/2017 Other: R-PG35 Installation Instructions hup://www.floridabui lding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvzRNLe5g40V... 8/14/2014 NOTES: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH REQUIREMENTS OF THE FLORIDA BUILDING CODE 2. WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 3. 1X BUCK OVER MASONRY/CONCRETE IS OPTIONAL. A. WHERE SHIM OR BUCK THICKNESS IS LESS THAN 1-1/2" WINDOW UNITS MUST BE ANCHORED THROUGH THE FRAME IN ACCORDANCE WITH MANUFACTURER'S PUBLISHED INSTALLATION INSTRUCTIONS. ANCHORS SHALL BE SECURELY FASTENED DIRECTLY INTO MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE MATERIAL 5. WHERE WOOD BUCK THICKNESS IS 1-1/2' OR GREATER. BUCK SHALL BE SECURELY FASTENED TO MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE. WINDOW UNITS MAY BE ANCHORED THROUGH FRAME TO SECURED WOOD BUCK IN ACCORDANCE WITH MANUFACTURER'S PUBLISHED INSTALLATION INSTRUCTIONS. 6. WHERE 1 X BUCK IS NOT USED DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED COATING OR MEMBRANE. SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 7 BUCKS SHALL EXTEND BEYOND WINDOW INTERIOR FACE SO THAT FULL FRAME SUPPORT IS PROVIDED. 8. SHIM AS REQUIRED AT WITH LOAD BEARING SHIM. SHIM WHERE SPACE OF 1/16'. OR GREATER OCCURS. MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4- 9. SHIMS SHALL BE MADE FROM MATERIALS CAPABLE OF SUSTAINING APPLICABLE LOADS, LOCATED AND APPLIED IN A THICKNESS CAPABLE OF SUSTAINING APPLICABLE LOADS. 10 WIND LOAD DURATION FACTOR Cd=16 WAS USED FOR WOOD ANCHOR CALCULATIONS 11 FRAME MATERIAL EXTRUDED RIGID PVC. 12. UNITS MUST BE GLAZED PER ASTM E1300-04 13. APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED FOR THIS PRODUCT IN KIND BORNE DEBRIS REGIONS. 14. FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE X18 WOOD SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4- MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. REVISIONS REV I OESCRIPNON MrE I 7ROVEO I A REVISED PER NEW FESTING O1/08/14 RL. 15. FOR ANCHORING INTO MASONRY/CONCRETE USE 3/16" TAPCONS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE WITH 2 1/2" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS 16. FOR ANCHORING INTO METAL STRUCTURE USE p8 SMS OR SELF DRILLING SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR NALL. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 17 ALL FASTENERS TO BE CORROSION RESISTANT. 18 INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW: 4 WOOD - MINIMUM SPECIFIC GRAVITY OF G=0.42 B. CONCRETE - MINIMUM COMPRESSIVE STRENGTH OF 3.192 PSI. C. MASONRY - STRENGTH CONFORMANCE TO ASTM C-90. GRADE N. TYPE I (OR GREATER) 0. METAL STRUCTURE STEEL 18GA. 33KS1 OR ALUMINUM 6063-T5 1/8 THICK MINIMUM I TABLE OF CONTENTS 1 SHEET NO DESCRIPTION I NOTES 2 ELEVATION 3 - 5 INSTALLATION DETAILS SIGNED: 01/09/2014 M1WDOORS 650 WEST AR ET STREET \ GRANTZ. PA 17030-0370 ` �,••��GENs�, s�� * = g*:OTATOP07_7 SERIES 3240/3540 FLANGE PVC SINGLE HUNG STEEL REINFORCED WINDOW NON -IMPACT 36"x74" NOTES o� ��0 Z - * ZORM'- ORANN. ONO NO 4EV TJH 08 01 20E SME NTS arE 05/23/11 5 36" MAX. FRAME WIDTH 4" MAX. I-^ 4' MAX. L I 4" MAX. ANCHORS TO BE EOUALLY SPACED. SEE ANCHOR CHART THIS SHEET FOR UNIT SIZE AND ANCHOR QUANTITY O 74' MAX. FRAME HEIGHT 33 3/8" MAX. SASH HEIGHT X L 4" MAX I SERIES 3240/3540 FLANGE PVC SINGLE HUNG WINDOW EXTERIOR VIEW DESION PRESSURE RATING IMPACT RATING +35.0 PSF Frame Height (in) -50.0 PSF NONE REM"S REV OESCR Pr*m CAIS 1 7 0 VEO A I REMSEO PER NEW TESTING 01/08/14 1 R.L. MI WINDOWS AND DOORS 650 WEST MARKET STREET GRANTZ. PA 17030-0370 SERIES 3240/3540 FLANGE PVC SINGLE HUNG STEEL REINFORCED WINDOW NON—IMPACT 36"x74" ELEVATION ORAWN. owo NO. TJH 08-01252 SGIE NTS 'TE 05/23/11 SNEU2 OF 5 NUMBER OF ANCHOR LOCATIONS REQUIRED Frame Height (in) Froms Widlh(in) 18.00 24.00 30.00 36.00 Head Jamb Head Jamb Head Jamb Wad Janb 24.00 2 2 2 2 2 2 2 1 2 3000 2 2 2 2 2 2 2 1 2 36.00 2 2 2 2 2 2 2 2 42.00 2 3 2 3 2 3 2 3 46.00 2 3 2 3 2 3 2 3 5400 2 3 2 3 2 3 2 3 60.00 2 3 2 3 2 3 2 3 66.002 3 2 3 2 3 2 4 71.00 2 3 2 3 2 4 2 4 74.00 2 3 2 1 3 1 2 1 4 2 1 4 MI WINDOWS AND DOORS 650 WEST MARKET STREET GRANTZ. PA 17030-0370 SERIES 3240/3540 FLANGE PVC SINGLE HUNG STEEL REINFORCED WINDOW NON—IMPACT 36"x74" ELEVATION ORAWN. owo NO. TJH 08-01252 SGIE NTS 'TE 05/23/11 SNEU2 OF 5 WOOD FRAMING OR 2X BUCK BY OTHERS APPROVED SEALANT EXTERIOR APPROVED SEALANT WOOD FRAMING OR 2X BUCK BY OTHERS 1/2" MIN EDGE DISTANCE 1 1/4" MIN. EMBEDMENT -I ___r ---- r 1/4 MAX. J SHIM SPACE - #8 WOOD SCREW RF -104S-020 REINFORCEMENT CVL -451-020 REINFORCEMENT I++.ai�iii GVL-451-020 REINFORCEMENT SILL TO BE SET IN A BED OF APPROVED CONSTRUCTION ADHESIVE F1/4 MAX. I SHIM SPACE L r I VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION NOTES: 1. INTERIOR AND EXTERIOR FINISHES. BY OTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH AS IM F-2012 REVISIONS I REv OESCRIOTION MTE A➢vROVEO A REVISED PER NEW TESTING 01/08/14 1 R.L. 1 1/4- MIN. 1/4 MAX. EMBEDMENT SHIM SPACE GVL-451-020 REINFORCEMENT T - 1/2"I MIN. INTERIOR EDGE DISTANCE /iU _ _ y8 WOOD SCREW WOOD FRAMING OR 2X BUCK BY OTHERS �- APPROVED EXTERIOR SEALANT JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION M650IwDO1NMARKEANDDOORS R IIL04f'', TREET GRANTZ, PA 17030-0370 ````V\S r •��GENS�'9iP'�� SERIES 3240/3540 FLANGE PVC SINGLE HUNG _ *• STEEL REINFORCED WINDOW NON -IMPACT 36"x74" _ o �•�5y e;�tv+� NATilPF INSTALLATION DETAILS ORANN OAC NO.TJH 08-012T2 A s/011swE NTS 0A� 05/23/11 s"EE30F S 111O?`\`` L. REVISIONS METALREV 0ESCRIPn0N 0 -TE I IPPROVEO STRUCTURE A REVISEO PER NEW TESTING 01/08/14 RL. BY OTHERS 1/4 MAX. F SHIM SPACE APPROVED SEALANT EXTERIOR y8 SMS OR SELF DRILLING SCREW RF -1045-020 REINFORCEMENT GVL-451-020 REINFORCEMENT .. ER/OR GVL-451-020 REINFORCEMENT SILL TO BE SET IN A BED OF APPROVED CONSTRUCTION ADHESIVE APPROVED o SEALANT 1/4 MAX. p ep SHIM SPACE METAL STRUCTURE, OTHERS VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION NOTES: I. INTERIOR AND EXTERIOR FINISHES. BY OTHERS. NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 -� L 1/4 MAX. GVL-451-020 SPACE REINFORCEMENT .3/8" MIN. INTERIOR EDGE DISTANCE #8 SMS OR SELF DRILLING �M^J SCREWS GRANTZ. PA 17030-0370 METAL STRUCTURE SERIES 3240/3540 FLANGE PVC SINGLE HUNG BY OTHERS APPROVED EXTERIOR X31 ;'" "o SEALANT • TAT OF ty� Fs ; �� IRlVeTJH JAMB INSTALLATION DETAIL ONc NO METAL STRUCTURE INSTALLATION MI WINDOWS AND DOORS 650 WEST MARKET STREET \011111Iill/,//i/�� `����g R. to 4v GRANTZ. PA 17030-0370 `r •��GENS�,9S+i�i SERIES 3240/3540 FLANGE PVC SINGLE HUNG *• �0 5 * = STEEL REINFORCED WINDOW NON -IMPACT 36"x74" INSTALLATION DETAILS X31 ;'" "o • TAT OF ty� Fs ; �� IRlVeTJH OPA%W ONc NO REV 08-012 A //' '///%/��ONAj1E\0`� sciuE NTS are 05/23/11 5 CONCRETE/MASONRY BY OTHERS OPTIONAL 1X BUCK SEE NOTES 3-7 SHEET I APPROVED SEALANT EXTERIOR 2 1/2" MIN J EDGE DISTANCE 1 G . uA 1/4 MAX. J SHIM SPACE 6" i'. a TAPCON RF -1045-020 REINFORCEMENT GVL-451-020 REINFORCEMENT PRIOR 1 1/4" MIN. EMBEDMENT GVL-451-020 REINFORCEMENT SILL TO BE SET APPROVED IN A BED OF APPROVED SEALANT 9 O CONSTRUCTION ADHESIVE OPTIONAL 1 X BUCK 1 /4 MAX. SEE NOTES 3-7 SHIM SPACE SHEET I —f 1 CONCRETE/MASONRY BY OTHERSa ° , , • a 4 d VERTICAL CROSS SECTION CONCRETEW SONRY INSTALLATION REVISONS I REV OESCRiPRON GATE APPROVEO A REVISED PER NEW TESTING 01/08/14 R.L. 1 1/4" MIN. IILIO EMBEDMENT \\\`S1a 9s+Is CONCRETE/MASONRY •��GENy�, BY OTHERS *• 0 5 * = OPTIONAL IX BUCK ° SEE NOTES 3-7 ��D TAT OF AQ SHEET 1 , OZ SS`j OR10G`��` DRAW _1/4 MAX.3/16 TAPCON SHIM SPACE N,� 08-01252 51-020 /////11NA 11E���� •CEMENT °ERIOR •)tREILNF�l 2 1/2- MIN.EDGE DISTANCE TERIOR SEALANT JAMB INSTALLATION DETAIL CONCRETE/MASONRY INSTALLATION NOTES: 1. INTERIOR AND EXTERIOR FINISHES. BY OTHERS. NOT SHOWN FOR CLARITY. 2, PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 M650 IWDOWESTMARKETS ANDDOORS IILIO TREET PA \\\`S1a 9s+Is GRANTZ. 17030-0370 •��GENy�, SERIES 3240/3540 FLANGE PVC SINGLE HUNG_ *• 0 5 * = STEEL REINFORCED WINDOW NON -IMPACT 36"x74" INSTALLATION DETAILS ��D TAT OF AQ , OZ SS`j OR10G`��` DRAW OMC NO REV%O�•• TJH 08-01252 A /////11NA 11E���� sone NTS °" 1E 05/23/11 SNE" 5 OF 5 s4k R W R W Building Consultants, Inc. B Consulting and Engineaing Services for the Building Industry C P.O. Boa 230 Valrim R. 33S" Phone 1113.659.9191 Florida Board or Professional En&c n Cenilicatc of AulhorbWon No. 9s 13 Product Category Sub Category Manufacturer Product Name Alside Panel Walls Soffit 3773 Side Road Cuyahoga Fills, OH 44223 Vinyl Saint (330)922-2399 Scope: This is a Product Evaluation report Issued by R W Building Consultants, Inc. and Lyndon F. Schmidt, P.E. (System ID 0 1998) for Alside based on Rule Chapter No. 9N-3, Method 1 D of the State of Florida Product Approval, Department of Business & Professional Regulation. RW Building Consultants and Lyndon F. Schmidt, P.E. do not have nor will acquire Onanclal Interest In the company manufacturing or distributing the product or In any other entity involved in the approval process of the product named Herein. Umltadons: # 14 2 0 7 1. This product has been evaluated and is In compliance with the 2010 Florida Building Code (FBC) structural requirements excluding the 'High Velocity Hurricane Zone' (HVHZ). 2. Product anchors shall be as listed and spaced as showmen details. Anchor embedment to base material shall be beyond wall dressing or stucco. 3. Site conditions that deviate from the details of drawing FL -15272.1 require further engineering analysis by a licensed engineer or registered architect. 4. Wood1CMU wall construction, by others, must be property designed to receive loads from the soffit and or 2' x 2' batten strips. 5. Vinyl soffits shall be tested and labeled as conforming to the requirements of ASTM D 4477 and Section 1715.9 of the FBC. �VtLD/Nc 6. See drawing FLA 5272.1 for size and design pressure limitations. SANFORD Supporting Documents: p 1. Test Report No. Test Standard jesting Laboratory Stoned by TEL 02750459 ASTM E 330-02 Testing Evaluation Leb.,Inc. Lyndon F. Schmidt, P.E. 89906.02-106-31 ASTM D 4477-04a (Deflection Test) Architectural Testing, Inc. Gary Hartman, P.E. A5530-01-103.77 ASTM D 3679-09a Architectural Testing, Inc. Daniel J. Wise Drawing No. Prepared by 2. No. FL 15272.1 RW Building Consultants, Inc. (CA #19813) Sinned & Sealed by Lyndon F. Schmidt, P.E. 3. Calculations Prepared by Signed & Sealed by Anchoring RW Building Consultants, Inc. (CA #19813) Lyndon F. Schmidt, P.E. 4. Quality Assuranca C dfficate of Participation issued by Architectural Testing, Inc., certifying that Alside Is manufacturing products within a quality assurance program that complies with ISO/IEC 17020 and Guide 53. PF 1648 Sheet 1 o11 Grp Lyndon F. Schmidt, P.E. FL PE No. 43409 6n6ft012 3773 STATE ROAD, CUYAHOGA FALLS, OH 4.4223 "2T VINYL SOFFIT 1. Thk prodret f la1 been evdualed arld 8 Irl a0r11pIar10e vn(ftr the 2010 hallok"vCode MdAbV1 %MVebcffvHwfoanelone (f vM. 2 Product anchors shoo be as Istel and spaced as Mown an detals. Anchor embedment b base materiel sho0 be beyond wal dressing or stucco. I Site concMions not covered by ft dmwirp ale %A*d to (other engi w8" asatysb. 4. wood/CMU wo1 c oraIrmlim by others, moat be designed properly to receive bads from the soul and/or 7 x Y bartt m strlpa. S Vinyl saf6h OxA be tasted and lobebd as coMom* g to the mqL* nsenh of ASTM 0 4477 and Secibn 1715.9 of the FOC. i-mi+cn 1 /C►1T 4 w V.1 _4 n TABLE OF CONMM Sf�TO OESCR�IfON i & notes 2 So ; 3 SoWdWok& i 4 3 t b 150M GOMM & :pressures 7 IPOW deta8 d btl of mdtoth i-mi+cn 1 /C►1T 4 w V.1 _4 n R I 12 >we ars o n�1�cr s .1 E c 7 SPAN 'A' am - RAMPIG c a T]RIOR SOiTR FRAM RAM® SEE OEIAI SEE ORAL F Y SIDE VIEW - SINGLE SPAN w/ 7 -CHANNELS cso- atmnt.r+vvmh t sTrlG+esP�INT@lGTN ' '� CiosiLve� sQA u• +75.0 •75.0 SPAN •A' ROOF OVSKAF G ROOF RAM110 3EENOlE I AFPORt Rsam FORSPANSGREAIM INAN 1r W HOW 11 II — — cmolt wood SEE OWE AL RAAI® SEE WAIL SOFM - F SEE MAL Y SIDE VIEW-.DOUBLE.SPAN w/ 3 -CHANNELS (go wbmse (&W"aansW JrovnEs►AN t>E rR svRE g 2r +60.0 -60:0 7/fWM*NALIA MWNWLWMOE MCIt PMRi AT EACH 6AM NIETISw" Imom"n L, IL.'a-m 7/f ROOFM OM Mj BONCEHTEI m"m 'J'CNM+l l4mACE DETAII "E" °a'NGOGLAMA110N DETAIL "ON 7/IT RoowlG NAL IACAIED N NAL NBiA of I EACH PMa AT EACH LATWl1lIIERSECIION Off pEMAL'P) HOTS: 1, vowntAmmmoOOlOFCnamsionoE31Ci1! pReARCHED ORENG! CFMCM. ?. ROON11fi1Wti.(0.12701!71�lOHOw/SfrAHFi1D�SHNiRTO04R090N RSSWUAHDFDE1RAM A MN.OE W N* W-P=FtM*C. 7/sROORIGNALI"PJ WCAT®N NAL HEM AT ENO OF EACH PAN& DETAIL "J" lin Mole I./waoe�l�loaoeol,�enolaro�o�ca®sYaE�anec► aela®laa�om t IMOD UalerSXYJWua+ewsffGHEAD) OueeooQawM MOKW A10 PBERAR'A MKa W,P DGWUVPM RAM W. SPAN •A- I= - FAAM emcamEm y� aaloe woou S�WALr RAM® SM OQAL ti SIDE VIEW -.1 ELS (Shoran W buwn oa f �YANIBT•fll �l :�. 9 muss a RAW 'ON COM DEWL "D" �Roo1+11sNAa I�J��l51 alcelisroNolc -,-CK&M* .SOFMPAIRS AMMMROASM DETAIL'C' SECTION THRU SOFFR x'02 , 12 L OP- JK �s Mw a w fi- f 52721 0 v 3-M 7 " FROM IN lME r +40.0 -40.0 1� +2S.0 •25.0 9 muss a RAW 'ON COM DEWL "D" �Roo1+11sNAa I�J��l51 alcelisroNolc -,-CK&M* .SOFMPAIRS AMMMROASM DETAIL'C' SECTION THRU SOFFR x'02 , 12 L OP- JK �s Mw a w fi- f 52721 0 v 3-M 7 " MA NALATMOM nMOUGII FASCIA •3rO.C.MAX VARBNAMIJEDO / ENDOFPANELAND J TMAXO.0 soall- IffhUM - DETAIL "A" FO�da SPAN W ROOF _ oo�muouseimE►I atvs+c swoar� � NOIE U 0 Nom FORsauAll mON6iNMn TRA/WffWOFFASCIAFIAT AGOO PAID Pi tOCA®04IM tB AT 90 (W PM8 DETAIL ".I" ROOFOVURO* %FtiAilox J� �Y000 '`- SMORAL7J SM OBAVI SEE DMA<g SIDE VIEW - DOUBLE SPAN w/ BATTEN tom+vqbu"If s"moo) -r.TM A. o slD � 1r K� F(6G - u +SOA -50.0 NAM NSTAUM • u Or- WO %VWI ON F4001M ODOR T4ML O ITO.C. (N WOODORMASOM I SOFFIT I 1ff MAIL +I DETAIL "B" FCharvi i "M 1. VIOWFtM"AMCOW*K%MiosEceoosma"Atemw ORBII",�!OFWPOW 2 ROOilfiG lw`s la'isO x iAiIANG w/ s1�011fiAg UVAN OOMOSIO + QEfl1TNdAN 1t MMAAOiM]IIMOUPPMO MMO. I Hd L •n FL -13272.1 e a or RooFoveexANc ROOF FRAwG I soon--� owar SMOETAL-A' wood SW WAL'r WAM® SIDE VIEW -.SINGLE -SPAN w/ F -CHANNEL Mom WOUwaafta+•� AIW FASB ---i oveaw+G SMOHAI WSMOBALS--- I I I SIDE VIEW -,SINGLE SPAN,w/ F -CHANNEL (Sh— wl mnvn-" 0 -Mom 1y OmON �FGIE AAFF IfJ1GO1 �l •�: c.��i �11�iittva,� e' +116.0 -116.0 1s- +36.0 -36.0 ---i oveaw+G SMOHAI WSMOBALS--- I I I SIDE VIEW -,SINGLE SPAN,w/ F -CHANNEL (Sh— wl mnvn-" 0 -Mom 1y 141000H FASCIA O w orG MAIL SFAPlfSR IMMO 900F PAM AM r MNL or_ I.soFFir - DETAIL "r Foldo NOTE PORSQUAREOIROVOPAM MM MOMM OF FASCIA FW AGAM PM8 IT a i - or &M FA1ClA Nmirm swaRB mmOwOr-IMoVF m CH FCNMM WG OR T4" • 17 O.0 IMoMMORA"Somm v DETAIL V FChw Ml T R.- I L o.7s 3 ra 4R IW�II/IIAI FL -13272.1 'g a v � Ell r +116.0 -116.0 16 +36.0 -36.0 141000H FASCIA O w orG MAIL SFAPlfSR IMMO 900F PAM AM r MNL or_ I.soFFir - DETAIL "r Foldo NOTE PORSQUAREOIROVOPAM MM MOMM OF FASCIA FW AGAM PM8 IT a i - or &M FA1ClA Nmirm swaRB mmOwOr-IMoVF m CH FCNMM WG OR T4" • 17 O.0 IMoMMORA"Somm v DETAIL V FChw Ml T R.- I L o.7s 3 ra 4R IW�II/IIAI FL -13272.1 'g a v � am FRAMM 9 OBALIC __,/' SOFF11-/ualouFRAIA® sMOBAL V �s ""� er SIDE VIEW - SDIGLE SPAELS (9omrovuwe "we! M0.0 -40.0 ��S�ay�i'(�C�A/rW 1Q101N �s rte_ er +10" •100.0 t� M0.0 -40.0 SPA" 'A' ROOFOWMANG ROOF - FRAMNG AIIRA W FASOA IRM SOFFFr J CW O -- SSEEOETAL A / CWOt J FRAM SEE OETALIC SIDE VIEW - SINGLE SPAN w/ 3 -CH NEL (9aNI burl umv -ok") s>N oESICN rwTsuR X11 -- NEGAUVF •141.0 -141.0 IP +35.0 -35.0 STAFLIMOCA1® 2r OJC. MO FWAC r MAX s 1.1" STARB9STALL®017O.C. (MiD WOOD) N ACKAWaS"ORT44AL012'O$- MAR "D" losW L©� I oma. LI I \:J AA�nn STARE POMM 0 17 O.C- IWO WOM N $CPA*$ S=OR T*" 41170.0. "D WOOOORMAsowt) SFAFLES1OCA,» Q 2COr-NTOFRAMING i I' MAX DETAIL wC" Xhorwwl MM NAL ATTACH® WO11GH FAMA O3rOr -MAX SIARB OVAUM O @OOFFAMMAND J IMAX O.C. SOFFIT U1r MAX DETAIL "A" FoSG'l0 ije ....:.spar►........ AM FUM : '::..,�,� ... R U vert 7.0 4.9% Ceea vert 2.3 I A% R1�10* ,�,IQ�QkIA15• mm o 1lOM MAE= 1 FASCIA AURAM A 2 •J CK&Mft Ambom 3 rC1U11M AWho4im 4 'ICMAwa vom 4 ZPAHR VifIL 7 flaxiy4>MMwAa u 8 Ire-Axvr3s31APif j ?ffmKomexem sm 9 rz784kn91snw 30-�doltsm WOOD 10 APASC-GROUPIWEISWFLYWCWOR8Ef1E2 WOOD 11 OPOWUM f WWDAMOOMs►a �3s IrCOVEPAGE sa eLi 62T PANEL FL -15272.1 poo -F M® MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.Qov/economy CertainTeed Corporation 1400 Union Meeting Road' Blue Bell, PA 19422 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). f✓ ' This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. gvi�Diyc This product is approved as described herein, and has been designed to comply with the Florida Building Cod including the High Velocity Hurricane Zone of the Florida Building Code. SANFORD DESCRIPTION: Landmark, Landmark Pro, Landmark Premium, Landmark Impact Resistant and �FA,gRIM�r� Landmark Solaris LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the perforntance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for tennination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This revises NOA i112-0403.02 and consists of pages I through 6. The submitted documentation was reviewed by Alex Tigera. MIAM4DADECOUNTY NOA NO.: 1:-1204.01 ... � , Expiration Date: 02/28/17 Approval Date: 03/14/13 Page 1 of 6 ROOFING ASSEMBLY APPROVAL Cateeorv: Roofing Sub-Cate¢orv: Asphalt Shingles Materials Dimensional Deck Type: Wood SCOPE' Tis renews CertainTeed Landmark, Landmark Pro, Landmark Premium, Landmark Impact Resistant and Landmark Solaris Shingles as manufactured by CertainTeed Corporation described in Section 2 of this Notice of Acceptance. PRODUCT DESCRIPTION Product Dimensions Test Product Description Specifications Certainteed Landmark 13''A" x 38 %" TAS 110 A heavy weight, 247lb/sq, dimensional Manufacturing asphalt shingle. Locations #1, 2, 3, 4, 5, 6, 7 Certainteed Landmark Pro 13'/4" x 38 %" TAS 110 A heavy weight, 264lb/sq, dimensional Manufacturing asphalt shingle. Locations #1, 3, 4, 5 Certainteed Landmark Premium 13'/4" x 38'h" TAS 110 A heavy weight, 296lb/sq, dimensional Manufacturing asphalt shingle. Locations #1, 3, 4, 5 Certainteed Landmark Impact 131/4" x 38'/4" TAS 110 A heavy weight, 264lb/sq, dimensional Resistant asphalt shingle. Manufacturing Locations #1, 7 Certainteed Landmark Solaris 131/4" x 38'h" TAS 110 A heavy weight, 296lb/sq, dimensional Manufacturing asphalt shingle. Locations #1 Accessory Shingles various proprietary Accessory shingles for hip, ridge and starter strip applications. MANUFACTURING LOCATION(S): 1. Peachtree City, GA. 2. Ennis, TX. 3. Oxford, NC. 4. Shakopee, MN. 5. Avery (Milan), OH 6. Norwood, MA 7. Shreveport, LA. NOA No.: 12-1204.01 Expiration Date: 02/28/17 Approval Date: 03/14/13 Page 2 of 6 EVIDENCE SUBMITTED: Test Aeencv Test Identifier Test Name/Report Date Underwriters Laboratories, Inc. R684 UL 790 04/02/01 PRI Asphalt Technologies, Inc. PCTC-OI-02-01 TAS 100 01/12/01 CTC -006-02-01 TAS 100 11/12/02 PRI Construction Materials Technologies CTC -092-02-01 TAS 100 02/23/12 CTC -091-02-01 TAS 100 02/21/12 CTC -090-02-01 TAS 100 09/02/11 CTC -087-02-01 TAS 100 07/07/11 CTC -086-02-01 TAS 100 07/07/11 CTC -101-02-01 TAS 100 10/05/11 CTC -102-02-01 TAS 100 10/05/11 CTC -109-02-01 TAS 100 01/18/12 CTC -106-02-01 TAS 100 11/02/11 CTC -105-02-01 TAS 100 10/31/11 CTC -089-02-01 TAS 100 07/18/11 CTC -088-02-01 TAS 100 07/18/11 Underwriters Laboratories, Inc. 94NK9632 Wind uplift resistance TAS 107 11/30/00 02NK42448 Wind uplift resistance TAS 107 11/08/02 09CA28873 Letter 07/23/09 11CA59020 TAS 107/ ASTM 133161 01/25/12 11NK07864 TAS 107/ ASTM D3161 09/29/11 07CA26696 TAS 107/ ASTM 133161 09/21/07 11CA38844 TAS 107/ ASTM 133161 01/28/12 IICA38844 TAS 107/ ASTM D3161 01/27/12 l ICA38844 TAS 107/ ASTM 133161 01/26/12 06CA02648 TAS 107/ ASTM D3161 02/23/06 06CA28237 TAS 107/ ASTM D3161 09/22/06 IONK17366 TAS 107/ ASTM 133161 01/04/11 I INK08333 ASTM D3462 05/15/12 11NK08333 ASTM D3462 04/15/12 11NK07864 ASTM D3462 09/29/11 11NK08333/Letter ASTM D3462 / UL790 11/05/12 11NK08333/Letter ASTM D3462 / UL790 11/05/12 11NK08333/Letter ASTM D3462 / UL790 11/05/12 NOA No.: 12-1204.01 MIAMMADE COUNWM Expiration Date: 02/28/17 ...• Approval Date: 03/14/13 Page 3 of 6 LIMITATIONS 1. Fire classification is not part of this acceptance; refer to a current Approved Roofing Materials Directory for fire ratings of this product. 2. Shall not be installed on roof mean heights in excess of 33 ft. 3. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 9N-3 of the Florida Administrative Code. INSTALLATION 1. Shingles shall be installed in compliance with Roofing Application Standard RAS 115. 2.- Flashing shall be in accordance with Roofing Application Standard RAS 115 3. The manufacturer shall provide clearly written application instructions. 4. Exposure and course layout shall be in compliance with Detail W, attached. 5. Nailing shall be in compliance with Detail W, attached. . LABELING 1. Shingles shall be labeled with the Miami -Dade Product Control approved seal as seen below or the wording "Miami -Dade County Product Control Approved". BUILDING PERMIT REQUIREMENTS 1. Application for building permit shall be accompanied by copies of the following: 1.1 This Notice of Acceptance. 1.2 Any other documents required by the Building Official or the applicable code in order to properly evaluate the installation of this system. NOA No.: 12-1204.01 Expiration Date: 02/28/17 Approval Date: 03/14/13 Page 4 of 6 DETAIL A Eaves LANDMARK, LANDMARK PRO, LANDMARK PREMIUM, LANDMARK IMPACT RESISTANT AND LANDMARK SOLARIS SHINGLE LAYOUT NOA No.: 12-1204.01 Expiration Date: 02/28/17 Approval Date: 03/14/13 Page 5 of 6 WIDE NAILING AREA DETAIL B 38 3/4" R*lesse Tepe 7 13 N*IUnp sr*e for Sow and stenOsrA" slope* (from 1.6:12 to 21:12) Nell bob~ upper & lower neU Ones. 1„ 12" 14 3/4" 12" 1" N*Ulnp area for'stesp" slope. (Wester then 21:12) ' I 7 1/2" NO between botlom 2 moll &m. Exposure 717 7 6 „ 1/4" LANDMARK, LANDMARK PRO, LANDMARK PREMIUM, LANDMARK IMPACT RESISTANT AND LANDMARK SOLARIS (LOW AND STANDARD SLOPE LANDMARK, LANDMARK PRO, LANDMARK PREMIUM, LANDMARK IMPACT RESISTANT AND LANDMARK SOLARIS (STEEP SLOPE) END OF THIS ACCEPTANCE NOA No.: 12-1204.01 Expiration Date: 02/28/17 Approvnl Date: 03/14/13 Page 6 of 6 Roleeeo Tapo N*Ulnp area for'stesp" slope. (Wester then 21:12) NO between botlom 2 moll &m. 12" 14 3/4" 12" 1" 1" .l 7 5 5/8" Exposure LANDMARK, LANDMARK PRO, LANDMARK PREMIUM, LANDMARK IMPACT RESISTANT AND LANDMARK SOLARIS (STEEP SLOPE) END OF THIS ACCEPTANCE NOA No.: 12-1204.01 Expiration Date: 02/28/17 Approvnl Date: 03/14/13 Page 6 of 6 CertainTeed Shingle Applicator's Manual Lan W Senoesand Lan kt TL 12 YOUR OBJECTIVE: To learn The correct procedure for installing landmark" shingles. LANDMARK" SERIES AND LANDMARK" it Landmark shingles have the installer -friendly NalITrak" feature, which provides 114* wide nailing area and specially formulated Quadra-Band laminating adhesive (Sete Mgm 12.3). Landmark Special is Impact resistant and is specially manufactured with a reinforced fiberglass scrim to meet til. 2218 Class 4 impact resistance rating. NOTE: landmark Special must he installed over a clean deck (no roof -overs) to obtain the UL 2218 rating. 11 is strongly recommended that impact resistant cap shingles made from XT 301R shingles be Installed on all hips and ridges. Some insurance carriers may not consider the roof system as compliant to UL 2218 Class 4 without Impact resistant cap shingles. Landmark Sularia ' shingles are ENERGY STAR* qualified roof products that meet both solar reflectance and thermal emissivity requirements. Using CertalnTeed's advanced roofing granules, Landmark Solaris reflects solar energy and radiates heat far better than traditional roofing shingles — it can reduce the roof's temperature by as much as 20 percent In the summer. NOTE: Use matching Landmark Solaris hip and ridge shingles which are also solar reflective. Landmark n is unique because its patented Trl-laminate" design combines three layers of material to provide a dramatically thick shingle with a wood shake style. With the exception of landmark TL, closed -cut valleys are preferred by CerlainTeed when applying these shingles. Open valleys are recommended when applying Landmark TL; however closed -cut valleys are also acceptable. Woven valleys are not recommended for Landmark TL because the tri -laminated shingle can buckle and become damaged when shaped into the valley. Nails are required as fasteners for Landmark TL, staples are not allowed. STANDARD OR STEEP SLOPES: CertainTeed recommends DiamondDeck' Synthetic linderlayment, Roofers' Select" High Performance Underia)ment, or shingle underlayment meeting ASTM Dd16, D4869 or D6757. Take care to ensure sufficient deck vendla- don when DiamondDeck or other synthetic underlaymeni is installed. Follow manufacturer's application Instructions. LOW SLOPES: One layer of CertainTeed's WinterGuard' Waterproofing Shingle Underlaymenl (or equivalent, meeting ASTM D1970) or two layers of 36' wide felt shingle underlayment (Roofers' Select or underlaymeni product meeting ASTM D226, D4869 or D6757) lapped 19" must be applied over the entire roof; ensure sufficient deck ventilation. When DiamondDeck or other synthetic underlayment is installed, weather -lap at least 20" and ensure suMcient deck ventilation. 110 IMPORTANT. When installing LandMark TL on low slopes, one layer of WinterGuard or an equivalent waterpruufing shingle underlay- ment must be applied over the entire root. Applying two layers of felt shingle underlayment is not an acceptable alternative to WinterGuard. One layer of shingle underlayment meeting ASTM D4869 applied over the required WinterGuard is also recommended. t 9o' (4112) (2112) (0112) Figure 1? -1: slope deJlnirlons. THE ROOF DECK* MUST BE AT LEAST. 3/8' (9.5 mm) thick plywood, or 7/16" (I l mm) thick non -veneer, or nominal 1" (25 mm) thick wood deck. COLD WEATHER CLIMATES (ALL SLOPES): Application of WinterGuard or its equivalent is strongly recommended whenever there is a possibility of Ice build-up. Follow manufacturer's application instructions. FLASHING: Corrosion -resistant flashing must be used to help prevent leaks where a roof meets a wall, another roof, a chimney or other objects that penetrate a roof. SEALING: Shingle sealing may be delayed if shingles are applied in cool weather and may be further delayed by airborne dust accumulation. if any shingles have not sealed after a reasonable time period, hand sealing may be necessary. CAUTION: To prevent cracking, shingles must be sufficiently warm to allow proper forming for hips, ridges and valleys. WARRANTY: These shingles are warranted against manufacturing defects and are covered by SureStart" prulwiun. See the warranty itself for specific details and limitations. for technical questions. Information on acceptable alternative application methods and materiels, R is s or a copy of the product warranty, contact the sources listed below: g �g Your supplier or roofing 8PPIiCatDT ✓ CertainTeed Home Institute 800-782.8777 se ✓ CertainTeed RPG Technical Services 800.3151145 ✓ ✓ 67 z fASTEMiNG Shingle Deck PrpDer Crooked Dnder- gver- Narfing riven riven Figure 12.2.' Rsyicr and inipmper nailing. IMPORTANT. For decks 3/4' (19 mm) thick or thicker, nails must go at least 3/4" (19 mm) into the deck. On thinner decks, nails must go at least 1/8" (3.2 min) through the deck. Nails must be 1 I- or 12 -gauge roofing nails, corrosion -resistant, with at least 3/6' (9.5 mm) heads, and at least 1' (25 mm) long. LandMark TL requires nails at least 11/4" long. Al =-a sWdVd TW lsre � Release Tape FRONT \........: LOW AND STANDARD SIOPE LANDMARK 11/2' Nailable Area 12" '143/4" 12" LANDMARK n 131/2" 13" 131/2.. —(343 mm)—I—(330 mm)—I—(343 mm).1 I--1" (25 mm) 1" (25 mm) —I M in � �v Figure 12.4: Use jour nails for every full sb/ngle. STELA SM Use six nails and four spots of asphalt roofing cement for every full laminated shingle. See below. Asphalt roofing cement should meet ASTM U 4586 Type II. Apply I- spots of asphalt roofing cement under each corner and at about 12' to 13" In from each edge. LANDMARK Nailing Lines 1—(305 mm)— —(375 Mm)--.P-j—(305 mm)—j 143/4" r fir• 1--1" (25 mm) Release Tape 1" (25 mm) --I I (305 mm) T , rA rA rA LANDMARK n 131/2" 13" 131/2.. —(343 mm)—I—(330 mm)—I—(343 mm).1 I--1" (25 mm) 1" (25 mm) —I M in � �v Figure 12.4: Use jour nails for every full sb/ngle. STELA SM Use six nails and four spots of asphalt roofing cement for every full laminated shingle. See below. Asphalt roofing cement should meet ASTM U 4586 Type II. Apply I- spots of asphalt roofing cement under each corner and at about 12' to 13" In from each edge. LANDMARK Nailing Lines f-12• 143/4" 12. I (305 mm) (375 mm) (305 mm) BACK — _ Nail Area For Steep Rffl"Q�mmj)—, Sealant Strips 1 (25 mm) (25 mm) UNDERSIDE Ouadra-Bond OF TOP LAMINATE LAYER � 4' " syr NANDMARK n Four laminating adhesive strips for a stronger bond. 13r/2" 13" 131/2"� (343 mm) (330 mm) (343 mm) I Figure 12-3. Aailrra4' features a udder nail area and —1;—I"(25mm) 1"(25 m) --I extra -strong Quadra-1Jond construction . 1 _ figure 12-5. Use sbr nails and jour spots of aspbatt roofing cement on steep slopes. CAUTION: Excessive use of roofing cement can cause shingles to blister. CERTAINTEED SHINGLE APPLICATORS MANUAL 0apter12 111 TWO CLEAN -DECK APPLICATION METHODS FOR LANDMARK AND LANDMARK TL SHINGLES FIVROURSI AGONAL INTTNOD,(6- AND 11") FM OURSErD01GONAl IYlEi11OD�(SSAJi AND 11114-) _ I;% vy� NOTE: The 6- and 1 I' method is.shown below,. The 55/8' and 10/4" t/4" method follows lhe.s5rihe'applicalion Instructions as the 6' and 11' method excep'i the dimensions of the shingle cut-offs in the second and third courses are 55/8' and 111/4" respectively. CAUTION: Use of other installation methods may result in an objectionable pattern. PREPARING THE DECK: • Apply underlayment as required. CerlainTeed suggests that a layer of shingle underlayment be applied. For UL fire rating, underlayment is generally required. Apply Oat and unwrinkled. • Snap chalklines to assure shingles will be correctly aligned. Expose all shingles 554" (143 mm). STARTER COURSE: 1. Use CertainTeed Swiflstan Starter, or three -tab self-sealing shingles with the lower tab portions removed. Be sure that the starter shingles are at least 754' in height.(Fipm 12-6). Slarler Shingle 75/8- - 5/8•'— — — — — — — — — — — — - ---r - RemoverIhese piloIIioAs ------ ------3------J Figure 12-6- Make starter sbingirs Mai are 7518' in beighl. 2. For the first starter, cut 6' from one side of the starter shingle. 3. Apply the remaining piece to the lower left comer of the roof. Make sure there is t/1' overhanging the rakes and eaves if drip edge Is being used. If you are not using drip edge, make the overhang 3/4-. 4. Use full length starter shingles for the rest (if the course. 1ST COURSE: Apply a full shingle at the lower left comer of the roof. Make the (ower edge and left edge lie flush with die edges of the stainer course (Figure 12-7). TND THROUGH STH COURSES: CAUr10N! Failure to follow instruction steps 1.5 below will bring joints too close together and may cause unattractive patterns! 1. Cut 6" off the left end of the first shingle and save this piece for later use. Apply the 323/4" (34" for Landmark TO long piece over and above the first -course shingle. Leave the bottom 554" tab potion of the first -course shingle exposed. 'l. Cut 11' off the first shingle of the third course and save this for later. Install the 273j4" (29' for Landmark TL) long piece over and above the second -course shingle. 3. Apply the previously removed I I' lung piece over and above the third -course shingle. 4. Apply the previously removed 6' long piece from the second course over and above the fourih-course shingle. 5. Install a full shingle against the right edge of each shingle in courses one through five. CONTINUING' UP THE ROOF: 1. Beginning agaln with a full shingle, repeat the five -course pattern up the left rake.(Flgrrre 12-8, 8). 2. Fill-in courses across the roof in a stepped diagonal fashion using full shingles. fture 12-8, A). Do not run courses straight across. IMPORTANT: Du not align joints of shingles closer than 3'/1' from one another. Figure 12.7: Ap11)•ing the first 5 courses of1andmar4 Kole. • 77x laruUfark TL dimensions differ 112 Cbapter12 CERTAINTEED SHINGLE APPLICATORS MANUAL Figure 12.8.• Wir-Course Diagonal Metbod" inslaWlau scbenrollc. For capping hip and ridge, ap* CertainTeed 'Acauory' shingles of a like color. Figure 12-9: lligbl(gbt of dosed -cut taller details. CENTAINTEED SHINGLE APPLICATORS MANUAL CbVej,12 113 CHIMNEY FLASHING Metal Step Flashing 2' (50 mm} (-• 7 5/8' Minimum .� ' " (193 mm) 3' (75 Minimum Figure 12.10. Wp f nblrg minimum dimensions. figure 1Z-/1: flashing around a cbinmel: TWO ROOF -OVER METHODS FOR LANDMARK AND LANDMARK TL SHINGLES The same methods used for clean -deck application of these shingles are used for roof -overs. Application of these shingles over English dimension shingles is not recommended — due to the high cost of workmanship and greater risk of worker error. HIPS AND RIDGES qqw SHADOW RIDGE' ACaSSORY SHIN"Is Shadow Ridge shingles have an accented shadow line that Is designed to complement these shingles. Simply fold along the pre-cut lines and detach individual cap pieces. Save valuable installation time compared to cutting 3 -tab shingles. figure 12-12.9 doru 1Tirlge amessop• sbhtgles dela,* easih, from three-piece units to make 721ndicidiral cop pleas. There are 24 three-piece units in each Shadow Ridge bundle, providing 72 individual caps that will cover 30 linear feet (331/4 linear fort, Metric) of a hip or ridge. Each English dimension cap piece is 12' by 12' (Metric caps are 131/4" by 97/8') and features clipped comers on the bottom edge of the exposed portion. APPLICATION IS AS FOLLOWS: 1. Apply shingles up to the hip or ridge on both sides, then trim flush. NOTE: The Iasi course of shingles should have an exposure of 5" (55V for metric) or less when the shingle cap or ridge vent is fastened in place. Otherwise, a potential water leak could occur at exposed shingle end joints. The figures used in this section illustrate the application of accessory shingles over a ridge vent; application directly to the roof deck is very similar. (305mm) Apply Over Starter Shingle I i S18►ler Shingle Figure /2.13. Apply a frrU cap sbliVe over The starter pita, flush With the bottom and side edges of the starter. Install caps beginning at the bottom of a hip or at either end of a ridge. Apply a starter piece that has the bottom 5" (55/8' for metric) removed (Figure 12-18). Fasten the starter with two nails located about 3" from the rake edge. and I' in from each side edge. Make sure fasteners used to apply caps penetrate at least 3/4" into or through the decking. NOTE: To assist in proper alignment when ridge vent is not used, snap a chalk line parallel to the hip or ridge along the line where the side edges of the cap shingles should be. 114 Cbapter1.7 CERTAINTEEO SHINGLE APPLICATORS MANUAL 3• Apply a full cap shingle over the starter (Figure 12-18), and place fasteners at 554' (61/4' for metric) up from the exposed bottom edge and I" in from each side. Nails must not be exposed on the finished roof. All nail heads must he driyen straight and must not cut into the shingle surface. 11250") figure 12.14.• Insid/ uop sbingles at !heir carred exposure and comr all j4denm. NOM Each cap has a laying/alignment notch'ai the top edge to i9p5,, ► -'I Laying Notch I t 5•(t25re1 I t Its/ ExVcs� figure 12.16: Use laying notcbes 1u center sbing/es on bips and ridges, and to locate the eomed eaposurea center the piece on the ridge line, and two notches on each side MOUNTAIN RIDGE HIGH-PROFILE to indicate the correct exposure and shadow -line placement HIP AND. RIDGE -ACCESSORY (Figure 12.19). The side notches of the cap being applied should he aligned with the top edge of the previously applied cap. 12' (305mm) 6' 6' (150mm) (150mm) i Notch for Centering 12' (30500) Notches for Alignment to Lthe Top Edge of the Previous 7' I Cap for 5' (125mm) Exposure (1 m) English Dimension 97/8' (2 m) 415/16' 415/16' (125mm) (125mm) f Notch for Centering 131/4' (337mm) Notches for Alignment to the Top Edge of the Previous Cap for 55/8' (141 mm) Exposure Metric Dimension 75/8' (196mm) 1 Figure 12.15: Eadi Sbadou, Ridge sbing/e bas a centering nolcb and two side -alignment nolcbes to belp enanre prrrper pbcomwni Ilse Mountain Ridge accessory shingles to cover hips, ridges or rake edges. one box will cover 10 linear feet. To prevent damage to shingles during application, they must be sufficiently warm to allow proper forming. FASTENING IMPORTANT. Use two nails to fasten each shingle. hails must be minimum 13/4" (45 mm) long. For the 4' (100 mm) starter shingle, place fastener 1' (25 mm) in from each side edge and about 2' (50 mm) from the rake (or esve) edge, making sure the fastener goes ;/4' Into the deck or all the way through. For each full Mountain Ridge shingle, place fasteners OW (219 mm) up from its exposed butt edge and 1' (25 mm) in from each side edge. Seal 4" Starts Piece Figure 12.17.• Nip and rf* application. CBRTAINTEED SHINGLE APPLICATORS MANUAL CbWer12 1115 HIP, RIDGE AND RAKE SHINGLE APPUUTION Apply the primary field roofing up to the hip or ridge from both sides of the roof and trim flush or lap over one side, not more than half the width of a Mountain Ridge shingle. Assure that the installed Mountain Ridge shingles properly cover hip and ridge field shingles on both sides and the field shingles applied along rake edges. For a rake edge installation, cut the field shingles flush to the rake edge. Apply Mountain Ridge shingles ensuring they fit securely against the rake board. To assist in proper alignment, snap a chalk line parallel to the hip, ridge or rake along the line where the side edges of the Mountain Ridge shingles should fall. Prepare a 4' Starter shingle by cutting off the lower 8" color granule butt portion of one Mountain Ridge shingle. Apply the 4' starter piece (with sealant nearest the outer edge) over the bottom corner of the hip or rake, or on either end of the ridge, overhanging the corner or end by approximately t/z" and bending the starter shingle along Its centerline to form into place (seeJigures below) Install a nail on each side about 2' up from the starter shingle's exposed bun edge and 1' in from each side edge of the shingle. The 8" piece that was cut off may be used to finish the opposite end of hip, ridge or rake. Next, apply a full Mountain Ridge shingle over the installed starter shingle, bending it along its centerline and forming into place over the hip, ridge or rake, Rush with the bottom and side edges of the starter shingle. Install a nail on each side of the shingle 85W up from the bottom edge and I" in from each side edge. Continue application of the Mountain Ridge shingles along the hip, ridge or rake as shown. Expose Mountain Ridge shingles 8", covering all fasteners. CEDAR CREST MEDIUM -PROFILE NIP AND RIDGE ACCESSORY SHINGLES Ilse Cedar Crest accessory shingles to cover hips and ridges. Carefully separate the three-piece units prior to application, by first folding along the pre-cut lines and then detatching the pieces Cees F(gnre 12-18). No cutting is necessary. There are 30 individual shingles (10 three-piece units) in each bundle. One bundle will cover 20 linear feet. Each 12" x 12' shingle has a Aadowline that is a design feature which is visible when applied properly. To prevent shingle damage during application, they must be sufficiently warm to allow proper forming. Figure 12.1&• Separate /o make 3 cap sbingles. FASTENING IMPORTANT: Ilse TWO nails to fasten each shingle. Fasteners must' be minimum 1-1/4' (45 mm) long. For the starter shingle, place fastener I - in from each side edge and about 2' up from the starter shingle's exposed butt edge, making sure fastener goes 3/4' into the deck or all the way through the deck. (see Figure 12.19). For each full Cedar Crest shingle, place fasteners 8-5/8' up from its exposed butt edge and I" in from each side edge (see Figure 12-20). Figure 12-1'J.' Apply a fall cap sbinglu urvr Nx starter sbi gle. Figure 12.20• Install cap sbing/es a/ an 8' exposure and fasten milb one nail un each sire as sburun. 116 04ple►12 CERTAINTEED SHINGLE APPLICATORS MANUAL IMPORTANT. High Wind Instructions. In order to achieve the ASTM D3161 (Jass "F' wind Resistance CJassification each "hip and ridge" shingle must be both 1) fastened with nails as shown and 2) hand -scaled with two 1/4' Aide beads of either RASP;Sonolvic' NPI" Adhesive" or Henkel "PL* Polyurethane Roof & Flashing Cement" applied from the middle of the shingle's raised overlay on the top piece and extending approximately wPOnwp.aWn. 4' along the sides of the l� headlap along a line 3/4'-1' in from each side edge of the V.' shingle's hadlap as shown. Immediately align and apply 34 - the next overlying shingle, gently pressing tab sides into Y ,. adhesive. Only one side ofDeb I the double thickness lab is COMM� a*p►.IBY- laminated together; to secure figura 12-21. Hand seal caps the other side, cher folding w sbuwn. the sbingle over the ridge and nailing into position, a I' diameter spot of either NPI or PL adhesive must he applied between the shingle layers as shown. Immediately align and apply the next overlying shingle, gently pressing tab sides into adhesive. CEDAR CREST AP MAWN Apply primary roofing up to hip or ridge on both sides of roof and trim flush. Ensure that the Cedar Crest shingles will adequately cover the top course of the shingles on both sides of the hip or ridge. Prepare a 4' "starter" shingle by cutting off the lower 8' color gmn- ule portion,of one Cedar Crest shingle. Apply the 4" starter piece with raised overlay edge over the bottom comer of the hip or to either end of the ridge, overhanging the corner or end by approximately 1/2' and bending the starter shingle along its centerline to form Into place (see riguue 12-19). Install a nail on each side about 2' up from the starter shingle's exposed butt edge and I' in from each side edge of the shingle. Then apply a full 12' x 12" piece over the starter, bending the shingle along its centerline and forming it into place over the hip or ridge, flush with the bottom and side edges of the starter shingle. Fasten with two nails minimum 1-3/4" long with one nail on each side of shingle 8 5/8" up from the butt edge and I' in from each side edge (see Pipre 12-20). Continue application of Cedar Crest shingles up the hip or along the ridge, forming each shingle over the hip or ridge, and fasten as shown in Fastening. Expose Cedar Crest shingles 8', covering all fasteners. To assist in proper alignment, snap a chalk line parallel to the hip or ridge applying along the line where the side edges of the Cedar Crest shingles should be. Here's a Tip... in the minter put bip and ridge cap sbingles in jour truck witb the beater blasting for 20 minutes so the caps don't crack when formed. (Tbonks to Alark Dulz, Ricbmund. Mi.) CERTAINTEED SHINGLE APPLICATORS MANUAL Cbaprtr12 117 Technical Data Sheet LANDMARKTm Premium Shingles Ceft- inTfthd LANDMARKTm Pro Shingles SAW-GIMIN LANDMARKTm Shingles LANDMARK Premium/ArchitectTm 80 Shingles (NW Region only) PRODUCT INFORMATION LandmarkTM shingles reflect the same high manufacturing standards and superior warranty protection as the rest of CertainTeed's line of roofing products. Landmark Premium (and Algae Resistant -AR), Landmark Pro (and AR) and Landmark (and AR) are built with the industry's toughest "' 1 fiber glass mat base, and their strict dimensional tolerance assures consistency. Complex granule color blends and subtle shadow lines produce a distinctive color selection. Landmark is produced with the unique NailTrakTm nailing feature. Please see the Installation Instruction section below for Important information regarding Na1lTrak1". In the Northwest (NW) Region Landmark Premium (AR) is double -branded as Landmark Premium/Architect 80 (AR). Landmark algae -resistant (AR) shingles have the additional attribute of resisting the growth of algae especially in damp regions. AR shingles are not available in all regions Colors: Please refer to the product brochure or CertainTeed website for the colors available in your region. Limitations: Use on roots with slopes greater than 2" per foot. Low -slope applications (2" to 4" per foot) require additional undedayment. In areas where icing along eaves can cause the back-up of water, apply CertainTeed WinterGuardTM Waterproofing Shingle Underlayment, or its equivalent, according to application instructions provided with the product and on the shingle package. Product Composition: Landmark series shingles are composed of a fiber glass mat base. Ceramic - coated mineral granules are tightly embedded in carefully refined, water-resistant asphalt. Two pieces of the shingle are firmly laminated together in a special tough asphaltic cement. All Landmark shingles have self-sealing adhesive strips. Applicable Standards ASTM 0018 Type I ASTM D3462 ASTM El 08 Fire Resistance: Class A ASTM D3161 Class F Wind Resistance ASTM D7158 Class H Wind Resistance UL 2390/ASTM D6381 Class H Wind Resistance UL 790 Fire Resistance: Class A Technical Data: Landmark (and AR) Weight/Square (approx.) 240 lb Dimensions (overall) 13 1/4" x 38 3/4" Shingles/Square (approx.) 64 Weather Exposure 55/811 *Includes "Landmark Premium AR/Architect 80' UL 997 Wind Resistance ICC Evaluation Report ESR -1389 NYC -MEA -12049-M (Regional) CSA Standard A123.5-98 (& -05) (Regional) Ontario BMEC Auth. 97-10-219 (Regional) Miami -Dade Product Control Approved Florida Product Approval ti FL5444 (Regional) TDI Windstorm Resistance (Regional) Landmark Pro Landmark Premium* (and AR) (and AR) 250-270 lb 300 lb 13 1/4" x 38 3/4" 13 1/4" x 38 3/4" 66 66 5 5/8" 5 5/8" Technical Data Sheet (Continued) Landmark Shingles Page 2 of 3 INSTALLATION The following is a general summary of the installation methods. Detailed installation instructions are supplied on each bundle of Landmark shingles.and must be followed. Separate application sheets may also be obtained from CertainTeed. Roof IDeck'Requlremerits: Apply shingles to minimum 3/8" thick plywood, minimum 7/16" thick non - veneer (e.g. OSB), or minimum 1" thick (nominal) wood decks. The plywood or non -veneer decks must comply with the specifications of APA -The Engineered Wood Association. Ventilation: Provisions for ventilation should meet or exceed current HUD Standards. To best insure adequate ventilation, use a combination of continuous ridge ventilation (using Ridge FilterVent or Ridge Filter ShingleVent II, manufactured by Air Vent Inc, or a comparable product with an external baffle) and balanced soffit venting. Valleys: Valley liner must be applied before shingles. The Closed -Cut valley application method is recommended, using CertainTeed WinterGuard Waterproofing Shingle Underlayment or its equivalent to line the valley prior to being fully covered by the shingles. Underlayment: On slopes 4" per foot or greater, CertainTeed recommends one layer of DiamondDeckTM Synthetic Underlayment, or Roofers' Select TM" High -Performance shingle underlayment, or shingle underlayment meeting ASTM D226, D4869 or ASTM D6757. Always ensure sufficient deck ventilation, and take particular care when DiamondDeck or other synthetic underlayment is installed. For UL fire rating, underlayment may be required. Corrosion -resistant drip edge is recommended and should be placed over the underlayment at the rake and beneath the underlayment at the eaves. Follow manufacturer's application instructions. On low slopes (2" up to 4" per foot), one layer of CertainTeed's WinterGuard Waterproofing Shingle Underlayment (or equivalent meeting ASTM D1970) or two layers of 36" wide left shingle underlayment (Roofers' Select High -Performance Underlayment or product meeting ASTM D226, D4869 or ASTM D6757) lapped 19" must be applied over the entire roof, ensure sufficient deck ventilation. When DiamondDeck or other synthetic underlayment is installed, weather -lap at least 20' and ensure sufficient deck ventilation. When WinterGuard is applied to the rake area, the drip edge may be Installed under or over WinterGuard. At the eave, when WinterGuard does not overlap the gutter or fascia, the drip edge should be installed under WinterGuard. When WinterGuard overlaps the fascia or gutter, the drip edge or other metal must be installed over it. Follow manufacturer's application instructions. Fastening (NalITra0 "): Low & Standard Slopes: On low and standard slopes, four nails are required per shingle. There are three nail lines on NailTrak shingles. Position nails vertically between the upper and lower nailing -guide lines. It is acceptable to nail between either the middle and lower lines or between the upper and middle lines. Nails must be of sufficient length to penetrate into the deck 3/4" or through the thickness of the decking, whichever is less. They are to be located 1" and 12" in from each side of the shingle (see instructions on product wraps.) Nails are to be 11 or 12 gauge, corrosion -resistant roofing nails with 3/8" heads. Steep Slopes: On slopes greater than 21" per foot, fasten each shingle with six nails and four spots of roofing cement placed under each shingle according to application instructions provided on the shingle package. Fasteners must penetrate the two -layer common bond area that is indicated by the middle and lower NailTrok lines, also illustrated on the shingle package. Technical Data Sheet (Continued) Landmark Shingles Page 3 of 3 Application: The recommended application method is the 'Five -Course, Diagonal Method' found on each bundle of shingles. In this method, shingle course offsets are 6" and 11". Instructions also may be obtained from CertainTeed. These shingles may be used for new construction or for reroofing over existing Metric -sized shingles. Flashing: Use corrosion -resistant metal flashing. Hips and Ridges: For capping hip and ridge apply CertainTeed Shadow Ridge'", Cedar CrestTM or Mountain Ridge'" shingles of a like color. MAINTENANCE These shingles do not require maintenance when installed according to manufacturer's application instructions. However, to protect the investment, any roof should be routinely inspected at least once a year. Older roofs should be looked at more frequently. WARRANTY Landmark Premium (and AR), Landmark Premium/Architect 80, Landmark Pro (and AR), and Landmark (and AR) shingles cavy a lifetime limited, transferable warranty to the consumer against manufacturing defects. In addition, Landmark Premium (and AR), Landmark Premium/Architect 80, Landmark Pro (and AR), and Landmark (and AR) cavy 10 -years of SureStartTM Protection. For specific warranty details and limitations, refer to the warranty itself (available from the local supplier, roofing contractor or on-line at www.oertainteed.com). FOR MORE INFORMATION Sales Support Group: 800-233-8990 Web site: www.certainteed.com See us at our on-line specification writing tool, CertaSpec, at www.cortainteed.com/certesaec. CertainTeed Roofing P.O. Box 860 Valley Forge, PA 19482 ® Copyright CertainTeed Corporation, 2011. All rights reserved. Updated: 12/2011 .F. CoWinTeed SAINT GOBAIN R W R W Building Consultants, Inc. B Comulting and Engineering Services for the Building Industry C P.O. Boa 330 Vskieo.FL 33593 Phoi /13.639.9197 Florida Bond of Proth6oml Eigineen Celir=* of Authorisation No, 91113 Product Category Sub Category Manufacturer Product Name Swinging Themw1fru Corporation 'Smooth Sbr' and Mber Classic' E Exterlw Dow 118 Industslel Drive Fiberglass Single Dow DownOWD Assemblies '' Edgerfoh, OH IS517 InswinWOutswing Phone (418 298-1740 knpwr Scope: This is a Product Evaluation report issued by R W Building Consultants, Inc. and Lyndon F. Schmidt, P.E. (System ID # 1998) for Thera -Tru Corporation based on Rule Chapter No. 9N-3, Method 1 D of the State of Florida Product Approval, Department of Business b Professional Regulation. RW Building Consultants and Lyndon F. Schmidt, P.E. do not have nor will acquire financial interest in the company manufacturing or distributing the product win any other entity Involved In the approval process of the product named herein. UmffaBons: 1. This product has been evaluated and is in compliance with the 2010 Florida Building Code (FBC) structural requirements including the 'High Velocity Hurricane Zone (HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond well dressing or stucco. 3. When used In the'HVHZ' this product complies with Section 1626 of the Florida Building Code and does not require an impact resistant covering. 4. When used in areas outside of the -HVHZ' requiring wind bome debris protection this product complies with Section 1609.1.2 of the 2010 FSC and does not require an impact resistant covering. This products meets missile level'?V and includes Wind Zone 4 as defined In ASTM E1996 and Section 1609.1.2.4 of the FSC. 5. For 2x stud framing consbuctiop, anchoring of these units shall be the same as that shown for 2x buck masonry.construction. S. Site conditions that deviate from "-details of drawling FL4871.5 require fuller engineering analysis by a licensed engineer or registered architect. 7. Outswing configurations using threshold item 04 meet water Infiltration requirements for'HVHZ'. 8. inswing and outswing confgurations using threshold hem #5 do not meet the water infiltration requirements for the -HVHZ' and shall be Installed only In non -habitable areas or at habitable locations protected by an overhang or canopy such that the angle between the edge of canopy or overhang to sill is less then 45 degrees. 9. See drawing FL -8871.5 for size and design pressure limitations. Suppordny Documents: I. Test Report No. Teat Standard TEL 01460336-A,B,C ASTM 0635.03, ASTM D1929-96 ASTM D2843-99 STTS00001 ASTM G26-95 15427-107362 ASTM E84.00a ATI 67508.01-106.18 ASTM D1929 -96(2000)e01 TEL 06-1031-4 TAS 201-94, TAS 201-94. TAS 203-94 2. Drewlno No. Preuared by No. FL 8871.5 RW Building Consultants, Inc. (CA #9813) 3. Calculations Prepared by - ;;.I -: Anchoring RW Building Consultants, Inc. (CA #9813) Teatlna Laboratory Signed -by Testing Evaluation Leb.,lnc. Lyndon F. Schmidt, P.E. Sub Tropical Testing Lon Hicks, VP Operations Omega Point Laboratories William E. Fitch, P.E. Architectural Testing, Inc. Joseph A. Reed, P.E. Testing Evaluation Leb.,lnc. Wendell W. Haney, P.E. Sinned d Sealed by Lyndon F. Schmidt, P.E. Slaved 8 Sealed by Lyndon F. Schmidt, P.E. 4. Q Assurancece Certificate of PeAklpatlon Issued by National Accreditation and Management Institute ,certifying that Thera -Tru Corporation Is manufacturing products within a quality assurance program that complies with ISO/IEC 17020 and Guide 53. Lyndon F. SdunW1, P.E. FL PE No. 43409 288/2012 PF 1233 Sheet 1 of 1 Technical Data Sheet Roofers' SelectTm High -Performance Underlayment CeftinTeed SAINT GOBAIN PRODUCT INFORMATION Roofers' Select is an asphalt -impregnated fiber -glass -reinforced organic felt underlayment designed for use on roof decks as a water-resistant layer bei eq.*_roofing shingles. It is more dimensionally stable than standard underlayment when wet. Its resistance to "hygro-expansion" significantly reduces the wrinkles that can result when the felt picks up moisture, thereby reducing the occurrence of visually objectionable wrinkles that can telegraph through to the shingles applied over it. Product Data: Roll Size (sq. ft.): 432 Roll Coverage (sq. ft.): 400 Roll Length (ft.): 144 Roll Width (ft.): 3 Shipping Weight (approx. Ib/roll): 44 Limitations: This product is not designed to be permanently exposed to sunlight or to the weather. Low - slope application minimum 2" per foot. Between slopes of 2" per foot up to 4" per foot apply two layers of Roofers' Select in "shingle -fashion." Product Composition: Roofers' Select is an asphalt -impregnated fiber -glass -reinforced organic felt shingle underlayment. Technical Data: Roofers' Select is Classified by UL to be a,sui. tg le underlayment for use in any UL Class A, B, or C fire rated shingle system. The properties of Roofers' Select are given in Table 1 below. Table 1: Physical and Mechanical Properties: Property Tensile Strength (ASTM D146) MD, Ib/in CD, Ib/in Tear Strength (Elmendorf) CD, grams MD, grams Color Laying Lines Resistance to Liquid Water Transmission (ref. ASTM D4869) Water Vapor Transmission Perms Value (Typical) 75 30 650 400 Black 2" and 17" in from each edge Pass <2 Compliance: Roofers' Select is manufactured to comply with ASTM D6757, and is manufactured to meet all performance requirements of ASTM D226 and ASTM D4869, including resistance to "liquid water transmission." INSTALLATION Storage: Store Roofers' Select rolls on theinerids in a dry, protected area at a temperature less than 120°F. Deck Preparation: Provide a clean, dry and smooth deck surface by eliminating dust, dirt, loose nails and other objects. Before application to existing roofs, remove all roofing materials, then clean the roof deck until it is free of any dirt, dust, nails, and other materials. Standard -Slope Application (4:12 and Greater): Starting at the lower edge of the roof, apply a single layer of Roofers' Select parallel to the eaves, overhanging drip edge by 1/2". Overlap ends (vertical laps) at least 4" and sides (horizontal laps) at least 2". Offset end laps from course to course at least 6 feet. Apply flat and unwrinkled, fastening as required to hold in place. .,.,b. .,inLn ii Technical Data Sheet (Continued) Roofers' Select'*' Page 2 of 2 Low Slope Application (2:12 up to 4:12): Starting at the lower edge of the roof, cover the entire deck by applying a double layer of Roofers' Select parallel to the eaves. Begin by applying a 19" wide starter strip of Roofers' Select along the eaves, overlapping the drip edge by 1/2". Place a full width sheet over the starter, with lower edge flush to the starter's lower edge. Apply succeeding 36" wide courses up the roof slope, overlapping the previous course by 19" in "shingle -fashion." Overlap ends at least 12". Offset end laps from course to course at least 6 feet. Apply flat and unwrinkled, fastening as required to hold in place. Eaves Flashing for Ice Dam Protection (all slopes): Eaves flashing may be constructed from self -adhering waterproofing underlayment (such as CertainTeed's "WinterGuardT" Waterproofing Shingle Underlayment," or its equivalent), or by applying a double layer of Roofers' Select cemented together with asphalt roofing cement (ASTM D 4586 Type II). Eaves flashing should be installed to a level of at least 24" inside the interior wall line, or in areas of severe icing, at least up to the highest water level expected to occur from ice dams. MAINTENANCE Roofers' Select requires no maintenance when installed according to manufacturer's application instructions. WARRANTY None. FOR MORE INFORMATION Sales Support Group: 800-233-8990 Web site: www.certainteed.com ... a -NA. CertainTeed Roofing P.O. Box 860 Valley Forge, PA 19482 © Copyright CertainTeed Corporation, 2011.. Oertainfted All rights reserved. Updated: 12/2011 "'� SAINT -GO MIAM U DE undrvs'/aywn� MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY 11805 SW 26 Street, Room 208 AFFAIRS (PERA) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786)315-2590 F (786) 31525-99 NOTICE OF ACCEPTANCE (NOA) www.mlamidadexov/Hera TAMKO Building Products, Inc. P.O. Box 1404 220 West 41° Street Joplin, MO 64801 :► • SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County PERA - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami-Dade.County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Tamko Underlayments LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews and revises NOA No. 08-1008.04 and consists of pages 1 through 6. The submitted documentation was reviewed by Jorge L. Acebo. NOA No.: 12-0406.07 "LAMMADE OOu Explratlon Date: 07/05/17 .. Approval Date: 06/21/12 Page l of 6 °7s r ROOFING COMPONENT APPROVAL Cateeorv: Roofing Sub -Category: Underlayment Material: SBS SCOPE: This approves Tamko Underlayments, as described in this Notice of Acceptance; designed to comply withNthV4Florida Building Code including the High Velocity Hurricane Zone of the Florida Building -Code. TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: ')Gest Product Product Dimensions Specification Description TW Metal and Tile 39-3/i" wide TAS 103 Flexible, self -adhering rubberized asphalt Underlayment ASTM D 1970 sheet material with a polymer surface for use Manufacturing Location #1 as an underlayment in sloped roof assemblies. May be used as a secondary water barrier for full -roof coverage or, when cut into appropriate width strips, for taping sheathing joints. Moisture Guard Plus 39-%" wide ASTM D 1970 Flexible, self -Adhering rubberized asphalt Manufacturing Location #1 sheet material with a granular surface for use as an underlayment in sloped roof assemblies. May be used as a secondary water barrier for full -roof coverage or, when cut into appropriate width strips, for taping sheathing joints. TW Underlayment 39-%" wide ASTM D 1970 Flexible, self -adhering rubberized asphalt Manufacturing Location #2 sheet material with a polymer surface for use as an underlayment in sloped roof assemblies. May be used as a secondary water barrier for full -roof coverage or, when out into appropriate width strips, for taping sheathing joints. Awatlex 39-%" wide TAS 104 SBS modified cap sheet with a non- woven Manufacturing Location #1 polyester mat saturated with asphalt, coated on both sides with SBS rubber modified W bait and surfaced with ceramic granules. Applied in hot asphalt. Awaplan 17C 39-3/s" wide TAS 104 A polyester reinforced SBS modified Manufacturing Location #1 bitumen membrane surfaced with granules. Applied in hot asphalt. NOA No.: 12.0406.07 M e Nrr Expiration Date: 07/05/17 . � Approval Date: 06/21/12 Page 2 of 6 MANUFACTURING LOCATION: 1. Joplin, MO 2. Columbus, KS NOA No.: 12-0406.07 Expiration Date: 07/05/17 Approval Date: 06/21/12 Page 3 of 6 Test Product roduct Dimensions Specification Description Awaplan Premium" 39-%" wide TAS 104 A polyester reinforced SBS modified Manufacturing Location #1 bitumen membrane surfaced with granules. Applied in hot asphalt. Tamko SA Base 39 Ye" wide ASTM D 1970 A fiberglass-reinforced self-adhering SBS Manufacturing Location #1 modified bitumen membrane with a polymer film on the surface and a removable treated split release film on the adhesive side. Shall only be mechanically fostened to wood deck. Direct adhesion to wood deck not permitted in the HVHZ. Do Not Remove Release Film! Tamko SA Cap 39 Ye" wide ASTM D 6164 A dual-coated SBS-modified cap sheet with Manufacturing Location #1 a nonwoven polyester mat surfaced with ceramic granules and a split removable release film on the adhesive side. EVIDENCE SUBMITTED: Test A¢encv Test Identifier Test Name/Report Date Exterior Research & Design, LLC 4448.12.01-1 TAS 103 12/19/2001 4448.05.02-1 TAS 103 05/29/2002 Trinity I ERD T11090.09.08 TAS I I7(B)/ TAS 114(C) 09/18/08 PRI Asphalt Technologies, Inc. TAP-058-02-01 TAS 103 04/30/02 TAP-058-02-02 TAS 103 05/23/02 TAP-191-02-01 ASTM D 1970 11/16/07 TAP-192-02-01 ASTM D 1970 11/13/07 TAP-193-02-01 ASTM D 1970 11/16/07 TAP-207-02-01 REV TAS 104/ ASTM D 4798 12/10/08 TAP-185-02-01 REV ASTM D 6164 11/06/08 TAP-196-02-01 ASTM D 1970 01/09/08 MANUFACTURING LOCATION: 1. Joplin, MO 2. Columbus, KS NOA No.: 12-0406.07 Expiration Date: 07/05/17 Approval Date: 06/21/12 Page 3 of 6 APPROVED ASSEMBLIES: Deck Type 1: Wood, Non -insulated Deck Description: "/32" or greater plywood or wood plank System E(1): Anchor sheet mechanically fastened to deck, membrane adhered. Base Sheet: One or more plies of ASTM D 226 Type Il or ASTM D 2626 with a. minimum 4" side lap and a 6" end lap mechanically fastened to deck with approved annular ringshank nails and tin caps 6" o.c. at the laps and two staggered rows 12" o.c. the field of the roll. Membrane: One or more plies of TW Metal and Tile Underlayment with a minimum 4" side lap and 6" end lap. Place the first course of membrane parallel to the eave, rolling the membrane to obtain maximum contact. Remove the release liner as the membrane is applied. Vertical strapping of the roof with TW Metal and Tile Underlayment is acceptable. When used in Tile roof systems the capsheet shall be back nailed to deck with approved annular ring shank nails and tin caps at a maximum 12" o.c. at the side laps and 6" o.c. at the end laps. No nails or tin caps shall be exposed. Surfacing: Approved Mechanically Fastened Tile or Metal Roofing Assembly or Approved Roofing Assemblies where an ASTM D 1970 Underlayment is allowed. Deck Type 1: Wood, Non -insulated Deck Description: "/32" or greater plywood or wood plank System E(2): Anchor sheet mechanically fastened to deck, membrane adhered. Base Sheet: One or more plies of ASTM D 226 Type II or ASTM D 2626 with a minimum 4" side lap and a 6" end lap mechanically fastened to deck with approved annular ringshank nails and tin caps 6" o.c. at the laps and two staggered rows 12" o.c. the field of the roll. Membrane: One or more plies of Moisture Guard Plus with a minimum 3.5" side lap and 6" end lap. Place the first course of membrane parallel to the eave, rolling the membrane to obtain maximum contact. Remove the release liner as the membrane is applied. Vertical strapping of the roof with Moisture Guard Plus is acceptable. Surfacing: Approved Roofing Assemblies where an ASTM D 1970 underlayment is allowed. Deck Type 1: Wood, Non -insulated Deck Description: 19/32" or greater plywood or wood plank System E(3): Anchor sheet mechanically fastened to deck, membrane adhered. Base Sheet: One or more plies of ASTM D 226 Type lI or ASTM D 2626 with a minimum 4" side lap and a 6" end lap mechanically fastened to deck with approved annular ringshank nails and tin caps 6" o.c. at the laps and two staggered rows 12" o.c. the field of the roll. Membrane: One or more plies of TW Underff"ent with a minimum 4" side lap and 6" end lap. Place the first course of membrane parallel to the eave, rolling the membrane to obtain maximum contact. Remove the release liner as the membrane is applied. Vertical strapping of the roof with TW Underlayment is acceptable. Surfacing: Approved Roofing Assemblies where an ASTM D 1970 underlayment is allowed. NOA No.: 12-0406.07 Expiration Date: 07/05/17 Mum ►ter Approval Date: 06/21/12 Page 4 of 6 Deck Type 1: Wood, Non -insulated Deck Description: 19/32" or greater plywood or wood plank System E(4): Anchor sheet mechanically fastened to deck, membrane adhered. Base Sheet: One or more plies of ASTM D 226 Type II or ASTM D 2626 with a minimum 4" side lap and a 6" end lap mechanically fastened to deck with approved annular ringshank nails and tin caps 6" o.c. at the laps and two staggered rows 12" o.c. the field of the roll. Membrane: One or more plies of Awaflex, Awsplan 170 or Awaplan Premium applied at a right angle (90) to the slope of the deck adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq. Vertical strapping of the roof with Awaflex, Awaplan 170 or Awaplan Premium underlayments is acceptable. When used in Tile roof systems the capsheet shall be back nailed to deck with approved annular ring shank nails and tin caps at a maximum 12" o.c. at the side laps and 6" o.c. at the end laps. No nails or tin caps shall be exposed. Surfacing: Approved Mechanically Fastened or Adhered Tile or Metal Roofing Assembly or Approved Roofing Assemblies where an TAS 104 underlayment is allowed. Deck Type 1: Wood, Non -insulated Deck Description: 19/32" or greater plywood or wood plank System E(5): Anchor sheet mechanically fastened to deck, membrane adhered. Base Sheet: One or more plies of Tamko SA Base with a minimum 4" side lap and a 6" end lap mechanically fastened to deck with approved annular ringshank nails and tin caps 6" o.c. at the laps and two staggered rows 12" o.c. the field of the roll. Shall only be mechanically fastened to wood deck. Direct adhesion to wood deck not permitted in the HVHZ. Do Not Remove Release Filml Membrane: One or mote plies of Tamko SA Cap with a minimum 4" side lap and 6" end lap. Place the first course of membrane parallel to the eave, rolling the membrane to obtain maximum contact with base sheet. Remove the release liner as the membrane is applied. Vertical strapping of the roof with Tamko SA Cap underlayment is acceptable. When used in Tile roof systems the capsheet shall be back nailed to deck with approved annular ring shank nails and tin caps at a maximum 12" o.c. at the side laps and 6" o.c. at the end laps. No nails or tin caps shall be exposed Surfacing: Approved Mechanically Fastened Tile or Metal Roofing Assembly or Approved Roofing Assemblies where an ASTM D 6164 membrane is allowed. NOA No.: 12-0406.07 Expiration Date: 07/05/17 Approval Date: 06/21/12 Page 5 of 6 GENERAL LIMITATIONS: 1. Fire classification is not part of this acceptance. 2. This acceptance is for prepared roofing applications. Minimum deck requirements shall be in compliance with applicable building code. Tamko Underlayments shall be installed in strict compliance with applicable Building Codes. 3. All Tamko Underlayments shall be applied to a smooth, clean and dry surface with deck free of irregularities. Deck shall be fastened in strict compliance with applicable Building Codes. 4. All Tamko Underlayments shall not be applied over an existing roof membrane as a recover system but may be applied over an approved roofing Base/Anchor sheet underlayment. 5. TW Metal and Tile Underlayment, Moisture Guard Plus, TW Underlayment, Tamko SA Base & Tamko SA CAP shall not be left exposed as a temporary roof for longer than 30 days of application. 6. Awaflex, Awaplan 170 and Awaplan Premium shall not be left exposed as a temporary roof for longer than 180 days of application. 7. The standard maximum roof pitch for Awaflex, Awaplan 170 and Awaplan Premium shall be 6:12 for flat tile installation and 6:12 -profiled tiles with lugs. 8. The standard maximum roof pitch for TW Metal and Tile Underlayment and Tamko SA CAP shall be 4:12 for flat tile installation and 4:12 profiled tiles with lugs. 9. Refer to Prepared Roofing system Product Control Notice of Acceptance for listed approval of this product with specific prepared roofing products. 10. Tile storage shall be on a battened roof deck when the underlayment slope limit (See #7 & #8 above) is exceeded. Care should be taken during the loading procedure to keep foot traffic to a minimum and to avoid dropping of tile directly on the underlayment. 11. The Tamko Underlayments may be used with any approved roof covering Notice of Acceptance listing the Tamko Underlayment as a component part of an assembly in the Notice of Acceptance. if Tamko Underlayments are not listed, a request may be made to the Authority Having Jurisdiction (AHJ) or the Miami -Dade County Product Control Department for approval provided that appropriate documentation is provided to detail compatibility of the products, wind uplift resistance, and fire testing results. 12. All nails in the deck shall be carefully checked for protruding heads. Re -fasten any loose decking panels. Sweep the deck thoroughly to remove any dust and debris prior to application. 13. When applying the membrane in the valley, start at the low point and work to the high point, rolling the membrane from the center outward in both directions. For ridge applications, center the membrane and roll from the center outward in both directions. 14. For the self adhered membranes roll or broom the entire membrane surface so as to have 100% contact with the base sheet, giving special attention to overlap areas. 15. Flash vent pipes, stacks, chimneys and penetrations in compliance with Roof Assembly current Product Control Notice of Acceptance and applicable Building Code. 16. All protrusions or drains shall be initially taped with a 6" piece of approved Tamko Underlayment. The flashing tape shall be pressed in place and formed around the protrusion to ensure a tight fit. A second layer of the same Tamko Underlayment shall be applied over the taped underlayment. 17. All membranes or packaging shall bear the imprint or identifiable marking of the manufacturers name or logo, city, state and the following statement: "Miami -Dade County Product Control Approved" or the Miami -Dade County Product Control Seal as shown below. �u ,. APPROVED1— NTM END OF THIS ACCEPTANCE NOA No.: 12-0406.07 Expiration Date: 07/05/17 Approval Date: 06121/12 Page 6 of 6 a . r � CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: ( q ;.1.0 %i2 Documented Construction Value: $ 91 1H 7 q• iiia Job Address: O (J-1 , , S-� J -r Historic District: Yes ❑ NoX Parcel ID: S'f'q ? O ��,�(o" i9 D 00`- 0p,�D Zoning: Description of Work: �J E .A p C_ �9 �, Al 15-- 0 P �Q ...L- T i . Plan Review Contact Person: Title: Phone: Fax: E-mail: Property Owner Information Name / f�:� o („�•MIa Phone: Street: O (�✓ • �% S- % Resident of property? City, State Zip: ,C44ALbZ4 Contractor Information n NamePPIV t�,.5[ Cl �c C.�_ o 1,&Phone: �D = LEL(-4 J-� Street: A -y e Fax:- q O 7— P t l- l 1-6, City, State Zip: �% r �Q.r,,/ F,L _7,)-fd ems- State License No.: Architect/Engineer Information Name: Phone: Street: Fax: City, St, Zip: E-mail: Bonding Company: Mortgage Lender: Address: Address: PERMIT INFORMATION Building Permit ❑ Square Footage: Construction Type: No. of Stories: No. of Dwelling Units: Flood Zone: Electrical W Plumbing ❑ New Service - No. of AMPS: �� New Construction - No. of Fixtures: Mechanical 0 (Duct layout required for new systems) Fire Sprinkler/Alarm ❑ No. of heads: Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, 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 Print Owner/Agent's Name Signature of Notary -State of Florida Date Owner/Agent is Personally Known to Me or Produced ID Type of ID APPROVALS: ZONING: ENGINEERING: COMMENTS: Rev 11.08 UTILITIES: FIRE: C_A&rj& -J C4 (d Print Contractor/Agent's Name (2e.:,�,­ - 4�? 4�a� Signature of Notary -State of Florida Date PATRICIA A. KADLAC MY COMMISSION tT EE 878264 ' * EXPIRES: Mardi 26, 2017 "F� ndr`O' Baled TAN SuW No" Services Contractor/Agent isPersonally Known to Me or Produced ID Type of ID WASTE WATER: BUILDING: July 15, 2014 Jonathan Gum All -in Construction Approved Electric Co. of Florida 4874 S. Orange Ave., Orlando, FL 32806 PH: 407-851-1220, FX: 407-851-1226, email: ae(u�csbonline.net RE: 1500 W. 15`h St. Sanford, FL Dear Jonathan, Please accept our quote for the electrical work as per listed below. This includes meeting all local code requirements for the job referenced above. 1. 150 amp underground service 2. 2 weatherproof receptacles with 5 GFCI receptacles, 2 in use covers 3. 20 regular receptacles 4. 16 quite type Decora single pole switches 5. 16 regular lighting outlets 6. Wire for 1 bath fan, supplied and vented by others 7. Furnish and install 2 regular smoke detectors, 1 carbon monoxide smoke detectors, tied together with battery back up 8. Wire for 2 paddle fan outlets 9. Wire for 1 dishwasher outlet 10. Wire for 1 disposal outlet 11. Wire for 1 microwave outlet 12. Wire for 1 range circuit 13. Wire for 1 furnace circuit 19. Wire for 1 air conditioner circuit 20. Wire for 1 water heater circuit 21. Wire for 1 washer circuit 22. Wire for l dryer circuit 23. Wire for 1 chime circuit 24. Wire for 1 pull chain in attic 25.4 arc fault combos 26. Bond footer steel Fixtures are not included with this bid. We hereby propose to furnish and install all labor and material, complete in accordance with the above listed for contract price of $3,674.06 70% payment due upon completion of rough; balance due upon completion of the job. Thank you for the opportunity to bid on this project. Sincerely, John Findlay 3 LIMITED POWER OF ATTORNEY Altamonte Springs, Casselberry, Lake Mary, Longwood, Sanford, Seminole County, Winter Springs Date:— -3=!Q— D-Oly 1 hereby name and appoint: _�s, JqLJ an agent of: (Name to be my lawful attorney-in-fact to act for me to apply for, receipt for, sign for and do all things necessary to this appointment for (check only one option): O All permits and applications submitted by this contractor. The specific permit and application for work located at: /,J, /.f tA- V Expiration Date for This Limited Power of Attorney: 1 fz License Holder Name: C k & P4 Q --j- (2a 2 A cz) W State License Numb( Signature of License STATE OF FLORIDA COUNTY OF 4 The foregoing instrument was acknowledged before me this day of 7," 200__q__, by (—* -k4r-1 c f C -4L K A ow who iswperson lly known to me or o who has produced as identification and who did (did not) take an oath. (Notary Seal) PATRICIA A. KADLAC WCOMMISSION I EE 878264 ;EXPIRES: March 28, 2017 Bae W Thm Bu* No" Services (Rev. 3/27/07) Signature`" - `— Print or type name Notary Public - State of )=/0 Commission No. 1:;-L= e 7 d;' of My Commission Expires:a��k J A)? 2114 03:02p Precise Plumbing. Inc. 4078860249 p.1 Application No: H - ;107`r IK -2o-,(. CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Documented Construction Value: $ Job Address: is oo C.-% (Sk �T , --A aEoe r) Historic District: Yes ❑ No Parcel .W: 35-1930-506-04- O toning: Description of Work: fars,. c t,N!A 2 %k LT 101- ec"11,3101, Plan Review Contact Person: Title: Phone: go -7 Fax: Yen - 81st- W'(j E-mail: 4CLIC-11P -14--at..�•�S. c. Property Owner Information Name j'- a A L La ry),QPIrtl " Street: (GVD W. 1"0 A J �-4' City, state Zip: .{,tn , rj . 3oZ -]jI Phone: Resident of property?: bLtM.Gt._, Contractor Information Name Vele -Z"M PCrCU!se I" Phone: 40`7 W. 4101 Street: tT1N 6%.Arl t, 6a4-0- C T Fax: 40-7 a1(, - toy City, State Zip: 6PoPkA Are- ?t.3 r 2 State License No.: Wcr_ (ct! 28 G Y(e Architect/Engineer Information Name: Street: City, St, Zip: Bonding Company: Phone: Fax: E-mail: Mortgage Lender: Address: Address: PERMIT INFORMATION Building Permit D Square Footage: Construction Type: 1JCLX No. of Stories: No. of Dwelling Units: Flood Zone: Electrical D New Service — No. of AMPS: Mechanical 0 (Duct layout required for new systems) Plumbing K New Construction - No. of Fixtures: Fire Sprinkler/Alarm O No. of heads: SbA be inscribed with the date of application and the code in Orect as of that date (Code 2010 FBQ 731.135(5)(6)Florida Stanttea. REV 0?.14 AQ 21 14 03:02p Precise Plumbing. Inc. 4078860249 p.3 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 lawis regulating construction and zoning. WARNING TO OR'NER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee. A copy of the executed contract is required in order to calculate a plan review charge. if the executed contract is not submitted, we reserve the right to calculate the plan review fee based on past permit activity levels. Should calculated charges exceed the documented construction value when the executed contract is submitted, credit will be applied to your permit fees when the permit is released. Signature of OwoedAgent tote signature of Coanactor/Agent Date r DAM11 EC9C- C Print Oweer.Agars Name Print Contra=/Agent's Name 1118wa � I jf/t4�4 Signature of Naery-State ornorida Date signature ormt -Stere of OM46 I Dau MARGARET CZAJKOWSKI Notary Public . State of Florida :A. My Comm. Expires Dec 6. 2017 .;;�,,.�,►,. Comm' slon N FF 071824 OwnerlAgent is Personally Known to Me or Coat rany mmuvwlto Me or Produced ID Type of lD Produced tD Type of 1D APPROVALS: ZONING: UTILITIES: WASTE WATER: ENGIINrEERING: COMMENTS: FIRE: BUILDING: Shall be inscribed with the date of application and the code in effect as of that date (Code 2010 FEIQ 731.135(5)(6) Florida Statutes. REV 07.14 CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: I y - :�->-73 Documented Construction Value: $ Job Address: 154t5 w «iL S4 -vee,+ Historic District: Yes ❑ No ❑ Parcel ID: Description of Work: lID (Yrnde, Se—r J: Plan Review Contact Person: Phone: Name Street: City, State Zip: Fax: Zoning: -14 m Title: E-mail: Property Owner Information Phone: Resident of property? : Contractor Information Name8q--,OA ?c_ o41ya/0'sr'a. Phone:326`3g5`31 5 street:aw &ln:t? 5a N I Fax: 3$�--3cf,s — I5S City, State Zip:Q9 L- ll , l . 302-? �q State License No.: 00 3 3I Architect/Engineer Information Name: Phone: Street: Fax: City, St, Zip: E-mail: Bonding Company: Address: Building Permit O Square Footage: No. of Dwelling Units: Electrical Mortgage Lender: Address: PERMIT INFORMATION Construction Type: Flood Zone: New Service — No. of AMPS:�00 Mechanical O (Duct layout required for new systems) No. of Stories: Plumbing O New Construction - No. of Fixtures: Fire Sprinkler/Alarm O 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. Signature of Owner/Agent Print Owner/Agent's Name Date Signature of Notary -State of Florida Date Owner/Agent is Personally Known to Me or Produced ID Type of ID APPROVALS: ZONING: UTILITIES: ENGINEERING: COMMENTS: 1,j J,�Xj\ 03-o -2,0 Signature of Contractor/Agent Date &4-y,t l -pi L Nor_ LK Print Contractor/Agent's Name <,�� L,, L, 3 - q - 1 �- Sig0rure of Notary -Stale of FI da Date JO Moo ML JOHNSON .. MY COMM IMON # EE 159407 EXPIRES: March 23.2018 ' Dow Thm Notary Public Undwoftta Contractor/Agent is Personally Know o e or Produced ID ---Type of ID = FIRE: WASTE WATER: BUILDING: 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 .OI(,, A, R877l)99 www.sanfoMn.gov ,Application.nfor Right -of -Way UseRECEIVED for Driveway, Walkway & Lands apeu� 0 4 2ota of Planning & Development Services BY!.— Department 300 North Park Avenue, Sanford, Florida 32771 Phone: 407.688.5140 Fax: 407.688.5141 This permit authorizes work to be done in the City of Sanford's right-of-way in accordance with the City's regulations and the attached construction plans approved as part of this permit. It does not approve any work within any other jurisdiction's right-of-way. All requested information below as well as a current survey, site plan or plat clearly identifying the size and location of the existing right—of-way and use shall be provided or application could be delayed. 1. Project Location/Address: 2. Proposed Activity: U Driveway 3. Schedule of Work: Start Date 4. Brief Description of Work: —i& This application is submitted by: Property Ow ner. i Signature: � 1 Address: I Sc:o W, - iS Phone: Walkway., � •�� Other: I2� M '011r'1W omple ron4)aIe n , %tt, :y,. ElEmergency Repairs Print Name: J. / .1f, b /9 Maintenance Responsibilities/Indemnification The Requestor, and his successors and assigns, shall be responsible for perpetual maintenance of the improvement installed under this Agreement. This shall include maintenance of the improvement and unpaved portion of rightof-way adjacent thereto. Requestor may, with written City authorization, remove said installationtimprovement fully restoring the rightof-way to its previous condition. In the event that any future construction of roadways, utilities, stormwater facilities, or any general maintenance activities by the City becomes in conflict with the above permitted activity, the permittee shall remove, relocate andfo repair as necessary at no cost to the City of Sanford insofar as such facilities are in the public right-of-way. If the Requestor does not continuously maintain the improve- ment and area in a000rdanoe with previously stated criteria, or completely restore the right-of-way to its previous condition, the City shall, after appropriate notice, restore the area to its previous condition at the Requesto's expense and, if necessary, file a lien on the Requestor's property to recover costs of restoration To the fullest extent permitted by law. Requestor agrees to defend, indemnify, and hold harmless the City, its oouncilpersons, agents, servants, or employees (appointed, elected, or hired) from and against any and all liabilities, claims, penalties, demands, suits, judgments, losses, expenses, damages (direct, indirect or consequential), or injury of any nature whatsoever to person or property, and the costs and expenses incident thereto (including costs of defense, settlement and reasonable attorney's fees up to and including an appeal), resulting in any fashion from or arising directly or indirectly out of or connected with the use of the City's right-of-way. I have read and understand the above statement and by signing this application I agree to its terms. I hereby uncle ngqdn�andagree to pay all city fees related to this application as required by the city's adopted Fee� /Resolution. Signature: /G�iV� �Gi'/J ►'f Lif Date: - / .3>/) 1 �Y Pre -pour Inspection by: This permit shall be posted on the site during construction. Please call 407.688.6080 24 hours In advance to schedule a pre -pour Inspection. Date: September 2010 ROW Use Onvewey.pdr • .W (APPLIES TO BOTH SIDES, IF APPROPRIATE) 1 D , PROPERTY LINE r1 .I 1 J , .Y � • A I • ' Y . • ;'• SIDEWALK: s, w "•. • • - • • • • 1' ' SEE TABLE • .. .� • 1 ., •� •• 1/2" EXPANSION JOINT RADIAL APRON ` • ''' ' 1 5'R MIN. Ii'i '. •: t `..,' •.• *.. I CURB TRANSITION . •• • • ;� _ 3' REMOVE AND REPLACE CURBING. DO NOT CURB TRANSITION D BREAK OFF BACK OF CURB. -- 5' PLAN BACK OF SIDEWALK I CFF TARI F I FRONT OF SIDEWALK ELEVATION PROPERTY MIN. 5' 1 VARIES 2' LINE SIDEWALK DRIVEWAY APRON DROP CURB NOTES: SLOPE NOT TO 1/2^ EXCEED 0.02 6" THICK, 3000 PSI CONCRETE EXPANSION 1• WHERE VERTICAL CURBING FROM CURB TO PROPERTY JOINT EXISTS, THE SAME PROCEDURES LINE SHALL APPLY. SECTION A A 2. EXISTING SIDEWALKS, IF NOT 6" THICK SHALL BE REMOVED & REPLACED WITH 6" THICK 3000PSI CONCRETE TO MATCH DRIVEWAY WIDTH, FEET DRIVEWAY. RESIDENTIAL NON-RESIDENTIAL NON-RESIDENTIAL I-WAY 2 -WAY MIN. 8 Is 24 MAX IS 20 40 DRIVEWAY DETAIL i , I Sanford FIGURE Department Planning & WITH CURB & GUTTER N-9 Development Services Date: Drawn By: 1/24/2012 M. JONES MAP OF SURVEY DESCRIPTION LOT 22, BOYKIN PLACE, AS RECORDED IN PLAT BOOK 7, PAGE 20, PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA. ry1> ^k ^ x NO. 1/2• IR ?o X1.1oma XPI ry ry � 1y � x1 4 — — • — — • — — • — — • — — • — e ry x LOT 21 hX, SET 1/2' I.R. 14 ALLEY (NOT OPEN) �+'?x SET 1/2" I.R. 1--N Le y7084 x 56.00' P & M LB 1708a I N&O- NAIL d DISK /Is, --- --- J OL - ON UNE REAR SETBACK pOB - POINT OF BEGINNING ry 18SITE BENCHMARK 1, CW - CONCRETE WALKWAY ryx x g 116 " x � BOX CUT IN BACK OF v 0 mQ o. I ry ry^� i xry. 5' FRONT y x x E%P - EDGE OF PAVEMENT UE - UTILITY EASEMOVT FFE FINISHED FLOOR x I 13382 R I ryb I PSM I H 1.6I LOT 22 x X27 4 ,�'? 20.00' Ca I 20.00' 55.89' MEAS o e.00l I a �x 10.00' PROPOSED NC. PADx Axl g , q1 •• I 11}x 11\ I d �I x I I P D I— IgI 1 STORY BUILDING o4 � �h� I x ry ' 6.00 PROPOSED 30.00' 1 CONC. PAD I 20.OD' — — I Ik!xs ry^ BC - BACK OF CURB U I x I MFRS - MEASURED MS - METAL SHED I N&O- NAIL d DISK CLF - CNAIN LINK FENCE CONC - CONCRETE --- --- J OL - ON UNE CM - CONCRETE MONUMENT pOB - POINT OF BEGINNING ry 18SITE BENCHMARK 1, CW - CONCRETE WALKWAY ryx x g 116 " x � BOX CUT IN BACK OF v � mQ o. WALK ON EAST SIDE OF DE - OWN40E EASEMENT 5' FRONT y OLEANDER AVENUE, E%P - EDGE OF PAVEMENT UE - UTILITY EASEMOVT FFE FINISHED FLOOR SETBACWr.� ELEVATION OF 27.48. 13382 R its '► 7 SET 1��2' I.R. PSM 1.1 H LB If7084 , — — x X27 4 ,�'? 56' PLAT 1^ 1 '4 I " 55.89' MEAS o ry z 148 Q. AA ,re T' 1108 Ixry1. ♦I, ki N Of r h 6 SITE BENCHMARK 2, 10 SET ?l' CUT ON NORTH x11' xry1' xryx RIM OF MANHOLE, 'L101 ELEVATION OF 27.63'. W. 15TH STREET (FIELD) NOTE! FIFTEENTH STREET (60' /RW) (PER PLAT) 1) UNDERGROUND UTILITIES AND FOUNDATIONS HAVE NOT BEEN SHOWN. 2) ELEVATIONS BASED ON SEMINOLE COUNTY BENCHMARK #4774501 WITH A PUBLISHED ELEVATION OF 26.480' NORTH AMERICAN VERTICAL DATUM OF 1988. DF/ SC7-20-LOT22 3) TOPOGRAPHIC FOR ENGINEERING AND DESIGN PURPOSES. BOUNDARY & TOPOGRAPHIC SURVEY CERTIFIED T01 ALL -IN CONSTRUCTION, IFIFLD DATF-JULY 15_ 2014 (BEARING STRUCTURE BASED ONS THE WEST RIGHT THIS BUILDING/LOT IS IN FLOOD ZONE X, BASED ON FLOOD INSURANCE RATE MAP, N0.120294 0070 F, CRY OF SANFORD, FLORIDA OF WAY LINE OF OLEANDER AVENUE. LBCBND L BC - BACK OF CURB _'ARRC LENGTH CALC - CALCULATED LB - LICENSE BUSINESS $ - CENTERLINE MFRS - MEASURED MS - METAL SHED A - CENTRAL ANGLE N&O- NAIL d DISK CLF - CNAIN LINK FENCE CONC - CONCRETE / - NUMBER E - OVERHEAD ELECTRICAL COW - CONCRETE BLOCK WALL OL - ON UNE CM - CONCRETE MONUMENT pOB - POINT OF BEGINNING CP - CONCRETE PAD 18SITE BENCHMARK 1, CW - CONCRETE WALKWAY PC- POINT OF CURVATURE COAD - COVERED BOX CUT IN BACK OF DESC - DESCRIPTION P&M - PLAT & MEASURED OW - DRIVEWAY WALK ON EAST SIDE OF DE - OWN40E EASEMENT R/W RIGHT OF WAY 11 OLEANDER AVENUE, E%P - EDGE OF PAVEMENT UE - UTILITY EASEMOVT FFE FINISHED FLOOR ,y1 x ELEVATION OF 27.48. FND - FOUND I� -IRON PIPE its )-- - CUY WIRE ANCHOR r h 6 SITE BENCHMARK 2, 10 SET ?l' CUT ON NORTH x11' xry1' xryx RIM OF MANHOLE, 'L101 ELEVATION OF 27.63'. W. 15TH STREET (FIELD) NOTE! FIFTEENTH STREET (60' /RW) (PER PLAT) 1) UNDERGROUND UTILITIES AND FOUNDATIONS HAVE NOT BEEN SHOWN. 2) ELEVATIONS BASED ON SEMINOLE COUNTY BENCHMARK #4774501 WITH A PUBLISHED ELEVATION OF 26.480' NORTH AMERICAN VERTICAL DATUM OF 1988. DF/ SC7-20-LOT22 3) TOPOGRAPHIC FOR ENGINEERING AND DESIGN PURPOSES. BOUNDARY & TOPOGRAPHIC SURVEY CERTIFIED T01 ALL -IN CONSTRUCTION, IFIFLD DATF-JULY 15_ 2014 (BEARING STRUCTURE BASED ONS THE WEST RIGHT THIS BUILDING/LOT IS IN FLOOD ZONE X, BASED ON FLOOD INSURANCE RATE MAP, N0.120294 0070 F, CRY OF SANFORD, FLORIDA OF WAY LINE OF OLEANDER AVENUE. LBCBND L BC - BACK OF CURB _'ARRC LENGTH CALC - CALCULATED LB - LICENSE BUSINESS $ - CENTERLINE MFRS - MEASURED MS - METAL SHED A - CENTRAL ANGLE N&O- NAIL d DISK CLF - CNAIN LINK FENCE CONC - CONCRETE / - NUMBER E - OVERHEAD ELECTRICAL COW - CONCRETE BLOCK WALL OL - ON UNE CM - CONCRETE MONUMENT pOB - POINT OF BEGINNING CP - CONCRETE PAD POC - POINT OF COMMENCEW CW - CONCRETE WALKWAY PC- POINT OF CURVATURE COAD - COVERED PP - POWER POLE DESC - DESCRIPTION P&M - PLAT & MEASURED OW - DRIVEWAY R - RADIUS DE - OWN40E EASEMENT R/W RIGHT OF WAY EW- EASOWENT TYP = AL E%P - EDGE OF PAVEMENT UE - UTILITY EASEMOVT FFE FINISHED FLOOR - ELEVATION UB - UTILITY OOX FND - FOUND I� -IRON PIPE WF - WOOD FENCE )-- - CUY WIRE ANCHOR 47A.A-1.A Land Surveying, Inc. NO. 9515 Curry Ford Rd.� W Suite C SI/R Orlando Fl. 3z81z Andrew Perry, P.S.M. PH. 407 896 4557 Professional Surveyor do Mapper EY6124 FAX 407 277 3778 'NOT VALID WRHOUI THE SIGNATURE AND THE ORIGINAL RAISED SEN, OR THE nECIRONIC SIGNATURE AND SEA. Mcom 18 X17084 OF THIS FLORIDA UCEN%D SURVEYOR AND MAPPEx _.j E.; IL j v r+^ tint pUG 20 Zola CITY OF SANFORD j� BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: /It -Documented Documented Construction Value: SI r � LO - 0-D Job Address: 150D 0 W '�4 Historic District: Yes ❑ No ❑ Parcel ID: a2 �- 19 -?Z' 50 5-- NOD, - 0 ) O � "Zoning: Description of Work: T'U MV);nQ -R)r 1�, �C�(1t11 Q � Ian&-R,0& Plan Review Contact Person: Title: Phone: Fax: E-mail: Property Owner Information Name �IP_l� 0..2-YY1 Ja0j --,-1- aLAei1 Phone: Street: `JD 6y' Resident of property? City, State Zip:,31Lr MYCj �L Contractor Informations/�p�I1G p� Name Lei r% "4 nuM �nILAeA --rr\CT)M r&MWffine: -g�y / JO Street: ITiIa i-i�S(;1�5 l7►' Fax:Z& 14,V- (0')9'7 City, State Zip: Qggwoaiyrt 'PL ?)aLt?ia State License No.: CP—" I�Q WO Architect/Engineer Information Name: Phone: Street: Fax: City, St, Zip: E-mail: Bonding Company: Mortgage Lender: Address: Address: PERMIT INFORMATION Building Permit O Square Footage: Construction Type: No. of Stories: No. of Dwelling Units: Flood Zone: Electrical O Plumbing New Service - No. of AMPS: New Construction - No. of Fixtures:1�� Mechanical O (Duct layout required for new systems) Fire Sprinkler/Alarm O No. of heads: Shall be inscribed with the date of application and the code in effect as of that date (Oxk 2010 FBQ 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. 1 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 WITTI 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. Signmure of fl,snedAgont fate Print ow•na/Agont's Name Signature of Noury-Sate of Florida Date Owner/Agent is _ Personalty Known to Me or Produced ID Type of ID APPROVALS: ZONING: UTILITIES: COMMENTS: �giVuturcofContrae Agent Date ENGINEERING: FIRE: . raC, V&4gr Pnnt Contractor/Agrnt's Vsmc Signature of NultryState of From Date MYOORMISS I � " B») ThOW Aot P�'liia015 I Contractor/Agent is tZ Personally Known to Me or Produced ID Type of ID WASTE WATER: BUILDING: Shall be inscribed with the date of application and the axle in effect as of than date (Code 2010 FAC) 731.135(5)(6) Florida Statuux. REV 07.14 COLEMAN PLUMBING 1812 HIBISCUS DRIVE EDGEWATER, FL. 32132 C0LEMANPLUMBINGIC3a 8ELLS0UTH.NET Telephone (386) 428-1838 Fax (386) 428-6797 License #CFC 1426009 August 20, 2014 WILLIE WOOD CONSTRUCTION 931 S. RIDGEWOOD AVENUE EDGEWATER, FL 32132 386-423-1200 PHONE 386-423-9681 FAX JOB ADDRESS: 1500 W. 12TO STREET QUOTED PRICE: $7,360.00 THIS PRICE IS BASED ON THE USE OF WHITE FIXTURES, AND INCLUDES THE FOLLOWING: 1. A COMPLETE SANITARY WASTE AND VENT SYSTEM USING PVC-DWV PIPE AND FITTINGS TO 40 FEET FROM THE BUILDING EXTERIOR. 2. A COMPLETE DOMESTIC POTABLE HOT AND COLD WATER SYSTEM USING CPVC UP TO 40 FEET FROM BUILDING EXTERIOR. 3. FIXTURES AND TRIM TO BE WHITE BRIGGS AND CHROME MOEN OR EQUAL. THE FOLLOWING ITEMS ARE NOT INCLUDED IN THE BASE BID PRICE. 1. ANY ELECTRICAL WORK. 2. ANY PERMITS, FEES, METERS, OR TAPS. 3. DEWATERING. WILLIE IVOOD-1500 W. 12"� STRECT Page 4- FIXTURES AND TRIM WATER HEATER: (1) 50 GALLON ELECTRIC WATER HEATER. KITCHEN: (1) STAINLESS STEEL 33X22 KITCHEN SINK. (1) CHROME MOEN 7430 KITCHEN SINK FAUCET. (1) THREE COMPARTMENT SINK AND FAUCET.(SUPPLIED BY OTHER) (1) ICE MAKER LINE. (1) FLOOR DRAIN. RESTROOM: (2) BRIGGS ADA ELONGATED TOILET. (2) BRIGGS ADA WALL HUNG LAV SINK. (2) MOEN L4621 LAV FAUCET. (2) FLOOR DRAIN. HOSE BIB: (1) HOSE BIB. SEWER LINE: (1) 40 FEET OF SEWER LINE INCLUDED. ($9.00 PER FOOT OVER 40 FEET) WATERLINE: (1) 40 FEET OF WATER LINE INCLUDED. ($3.50 PER FOOT OVER 40 FEET) IVILLIE HOOD -1500 IV. 12^'STREET Pave -2- PAYMENT TERMS 16: PAYMENT DUE UPON COMPLETION OF 1" ROUGH = $2,475.00 2- PAYMENT DUE UPON COMPLETION OF 2'® ROUGH = $2,475.00 FINAL PAYMENT DUE UPON COMPLETION OF TRIM = $2,410.00 ALL AGREEMENTS ARE CONTINGENT UPON DELAYS BEYOND OUR CONTROL. OWNER TO CARRY FIRE, TORNADO, AND OTHER NECESSARY INSURANCE. OUR WORKERSIARE FULLY COVERED BY WORKMEN'S COMPENSATION INSURANCE. PAYMENTILIDUE UPON RECEIVING INVOICE, 111$ PER MONTH PENALTY FOR ALL PAST DU ACCOUNTS. ANY CHANGE ORDERS ARE SUBJECT TO A TIME AND MATERIAL CHARGE. DEWATERING FOR ANY REASON IS SUBJECT TO AN EQUIPMENT AND SERVICE CHARGE. CONTRACT SUBMITTED BY: DATE I I CONT RAC ACCEPTED BY: DATE IVILLIC IVOOD-1500 IV. 12711 STREET Page -3- Revisio Response t Comments City of Sanford Building & Fire Prevention Division Ph: 407.688.5150 Fax: 407.688.5152 Email: building@sanfordfl.gov Permit # 1 L% - . 73 Submittal Date 5 O Project Address: Contact: 00G�3 Ph. — L3L y�3- i,- 00 Fax: Email: Trades encompassed in revision: ❑ Building ❑ Plumbing ❑ Electrical ❑ Mechanical ❑ Life Safety 9�waste Water Department ❑ Utilities Waste Water ❑ Planning ❑ Engineering General description of revision: ROUTING INFORMATION Approvals ❑ Fire Prevention ming 0 C-ovrebhms rec�ues'kd -See a�UCD� Duncan, Hope From: Duncan, Hope Sent: Thursday, May 08, 2014 7:03 AM To: 'Robert Owens Jr.' Cc: 'wwoo931@aol.com'; 'colemanplumbingl@bellsouth.net' Subject: RE: New Salem-permit#14-373 Attachments: new salem 5-8-14.pdf I picked up your drawings from the building department yesterday (attached) and reviewed them this morning. I apologize for not catching this on Monday but these drawings indicate that the 3 bin sink/kitchen grease waste line discharge to the sample box BEFORE the crease interceptor. This is not correct. The kitchen grease waste line must first discharge to the interceptor and then to the sample box. Additionally, the sanitary line for the bathrooms must then connect ("Y" in) to the sample box. The purpose of the sample box is to allow for the collection of a sample (if needed) that is representative of all wastewater onsite including the grease interceptor discharge and the sanitary discharge. Again, I apologize for the inconvenience but this will need to be accurately reflected in the drawings before the plans can be approved. Thank you for your understanding, Hope Duncan Hope Duncan Environmental Coordinator City of Sanford Utilities Department 407-688-5000 ext 5512 407-416-3367 cell 407-688-5096 fax Hoye.Duncan(a),sanfordfl.Eov From: Duncan, Hope Sent: Monday, May 05, 2014 6:45 AM To: 'Robert Owens Jr.' Cc: 'wwoo931@aol.com'; 'colemanplumbingl@bellsouth.net Subject: RE: New Salem -permit# 14-373 Good Morning: I reviewed the revisions and only one error was located. Please change the name of the "collection box" to "sampling box". Otherwise, all else appears okay. Please submit two copies of the drawings after this revision to the building department. Thank you, Hope Duncan Hope Duncan Environmental Coordinator City of Sanford Utilities Department 407-688-5000 ext 5512 407-416-3367 cell 407-688-5096 fax Hoae.Duncan(a)sanfordfl.eov From: Robert Owens Jr.(mailto:robert@)rgoarchitect.com] Sent: Thursday, May 01, 2014 11:32 AM To: Duncan, Hope Subject: New Salem-permit#14-373 City of Sanford Building Division P.O. Box 1788 Sanford, Florida 32771 Phone: 407.688.5150 Fax: 407.688.5152 PLAN REVIEW COMMENT Date: May 6. 2014 Contact Person: Willie Wood Contact Phone Number: Contact Fax Number: Contact E-mail Address: ww00931@aol.com Building Permit Application Number: 14-373 Project: Church Addition Job Address: 1500 West 12`h Street Attn: Hope Duncan Environmental Coordinator City of Sanford Utilities Department 407-688-5000 ext 5512 407-416-3367 cell 407-688-5096 fax Hope.Duncan@sanfordfl.gov Re: Sampling Box & Grease Interceptor -See revised sheet U-1. W CL OWE VOINOIJ 000MON01 3AINO SONINdS W1Vd 90t LLOW 10MMONV SN3MO IN38ON (90 " I ............... X .....x �X X 11 C I I I I I I I I I I I I I I I I I I 1 1 �i 1 1 I 1 e Pe a 0 ' O Y Y II Io� �pp o s �µ F� j N J f O Pe a i i ,1:j `amO:INVS '1S H1Z I 'M 005 6 HabnHa W31VS M3N NOWaad ONINIa V N3HOIDI 0 ' O Y II Io� �pp o s �µ F� i i ,1:j `amO:INVS '1S H1Z I 'M 005 6 HabnHa W31VS M3N NOWaad ONINIa V N3HOIDI r NVId Alllllfl M, :. z 0 W tY 0 ' O Y II Z Q o s r ~ j N J f O Q m g'3 r O O J W m _J OY J) Z Z _J I— Q c/-) l.i LLw YO CL ~ W 0 m I— J z W o12 Q I Q tY w O IZ � Q LL z O Q LJ Z 0 0 r NVId Alllllfl M, :. z 0 W tY o s , j N J f Q g'3 r r NVId Alllllfl M, :. z 0 W tY REQUEST FOR PRE -POWER Altamonte Springs, Casselberry, Lake Mary, Longwood, Oviedo, Sanford, Seminole County, Winter Springs Date: to. Project Name.. toe, l am y- Project Address: Building Permit #: 14. a0�( Electrical Permit # In consideration for authorizing the appropriate utility company to energize the facility, we agree with and understand the following: 1. The facility will not be occupied until a certificate of occupancy has been issued. 2. 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. 3. 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 approved by the electrical inspector. 4. 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 mechanism (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. 5. If provided, the fire sprinkler system must be operational, per the local AHJ requirements, with water on the system prior to pre -power. 6. This pre -power approval is valid for a maximum of 180 days from date of approval. 7. Check with the local jurisdiction for fees associated with pre -power. -far-Vif Lni-hiunk 4/hIn CIY661 � P 'nt Name of Owner/Tenant Print Name of Gen. Contractor Signature of Owner/Tenant Signature of Gen. Cont for Gen. Co tractor License # JURISDICTION EMPLOYEE NAME: JURISDICTION: ontractor License 11 CALLED INTO: o Progress Energy o Florida Power and Light on / (Rev. 3/27/07) CITY OF SANFORD BUILDING SERVICES Residential Re -Roof Hurricane Mitigation Inspection Affidavit Permit #: I, 1'1 hereby acknowledge that I personally inspected dRoof deck nailing and/or D Secondary water barrier work at IS o 1�LS'1 1 S 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. Si ature of Contractor Date Printed Name of Con for License # License Type: dGeneral D Building D Residential D Roofing Contractor G or any individual certified in accordance with F.S. 468 to make such an inspection. STATE OF FLORIDA COUNTY OF of Notary Public m this -5 day of 0_L- by (Personally Known t e dr has D Produced (type of as identification. o`'"r °°s:'•• MARGARET CIAJKOWSKI Notary Public . State of Florida My Comm. Expires Dec 6. 2017 �...;•' Commission N FF 071624 Scott, Annette From: Strine,Kris Sent: Thursday, October 30, 2014 3:19 PM To: Scott, Annette Cc: Building Division Subjed; RE. 1900 w 15th ST pei iffit It 14 2076 dild dddress 2000 VV 16th ST permit # 14 207 7 Both addresses have had final approval for driveway inspections on 10/2/2014. From: Scott, Annette Sent: Thursday, October 30, 2014 1:09 PM To: Amos,Karlene; BLAKE, RICHARD; Blanton, Deborah; Building; Cash, Michael; Dalton, Christine; Gibson, Russell; Hinson, Eileen; Johnson, JoAnn; LOTEMPIO, CATHY; Minnetto, Matthew; Muse, Mary; POPE, JENNIFER; Public Works Request; Robles, Tim; Smith, Chris; Strine,Kris; WALL, JEFFERY; WATSON, MIKE Subject: 1500 w 15th ST permit # 14 2076 and address 2000 W 16th St permit # 14 2077 Address 1500 W 15`h St & 1600"' W le St need co's ASAP, our dept. apologize for the rush on these the reason the contractor is asking for a Rush because he had the AC unit stolen, he will be coming to you for help. Thanks Visit us on the web at www.sanfordfl.lov "Failure comes only when we forget our ideals, objectives, and principles. "-- Jawaharal Nehru Please note: City Hall hours are 7:30am to 5:30pm Mon -Thum, City Hall is closed on Fridays. From: Scott, Annette Sent: Thursday, October 30, 2014 1:09 PM To: Amos,Karlene; BLAKE, RICHARD; Blanton, Deborah; Building; Cash, Michael; Dalton, Christine; Gibson, Russell; Hinson, Eileen; Johnson, JoAnn; LOTEMPIO, CATHY; Minnetto, Matthew; Muse, Mary; POPE, JENNIFER; Public Works Request; Robles, Tim; Smith, Chris; Strine,Kris; WALL, JEFFERY; WATSON, MIKE Subject: 1500 w 15th ST permit # 14 2076 and address 2000 W 16th St permit # 14 2077 Address 1500 W 15th St & 1600" W 16th St need co's ASAP, our dept. apologize for the rush on these the reason the contractor is asking for a Rush because he had the AC unit stolen, he will be coming to you for help. Thanks Scott, Annette From: Hinson, Eileen Sent: Thursday, October 30, 2014 2:35 PM To: Scott, Annette; Blanton, Deborah Cc: Cash, Michael; Gibson, Russell; Smith, Jordan; Smith, Chris; Colbert, Sabreena; Muse, Mary Subject: RE: 1500 w 15th ST permit # 14 2076 and address 2000 W 16th St permit # 14 2077 Annette The Planning and Development Services Department has reviewed both 1500 W 15th Street and 1600 W 16th Street. There is no objection to releasing the CO for the buildings. As Mike called this approval in from the field, I am not sure of the status of Elevation certificates. I will have him follow up with you on this upon his return. If you have any questions, please let me know. Thank you. Eileen Hinson, AICP Development Services Manager Planning and Development Services City of Sanford 300 N. Park Avenue Sanford, FL 32771-1244 Phone: 407.688.5147 Fax: 407.688.5141 hinsone@sanfordfl.sov www.sanfordfl.eov From: Scott, Annette Sent: Thursday, October 30, 2014 1:09 PM To: Amos,Karlene; BLAKE, RICHARD; Blanton, Deborah; Building; Cash, Michael; Dalton, Christine; Gibson, Russell; Hinson, Eileen; Johnson, JoAnn; LOTEMPIO, CATHY; Minnetto, Matthew; Muse, Mary; POPE, JENNIFER; Public Works Request; Robles, Tim; Smith, Chris; Strine,Kris; WALL, JEFFERY; WATSON, MIKE Subject: 1500 w 15th ST permit # 14 2076 and address 2000 W 16th St permit # 14 2077 Address 1500 W 15th St & 16001" W 16`" St need co's ASAP, our dept. apologize for the rush on these the reason the contractor is asking for a Rush because he had the AC unit stolen, he will be coming to you for help. Thanks