Loading...
HomeMy WebLinkAbout1700 Forest Dr 14-1620; ADDITIONCITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION 0ApplicationNo: 11U Documented Construction Value: $ — Job Address: 19m Efef',:t _Ucm ;,— Historic District: Yes 0 No Parcel ID: Zoning: Description of Work: t't 01—\ Plan Review Contact Person: z=)QrClt Cwv f at _Title: PT-"\ Phone: Fax: E-mail:' Property Owner Information Name Street: rlut) cKIC-11,:5V_qDhV_ City, State Zip: N j I Name Street: City, S Name: htcvd D Z;\CWN Street: city, St, Zip: Bonding Company: Address: Building Permit 0 Square Footage: z6 No. of Dwelling Units: Electrical 0 New Service — No. of AMPS: Phone: Hu - Resident of property?: rmation Phone: Fax: State License No.: L&I Architect/Engineer Information Phone: (0-5—ILA __90)b 117 —, P Fax: '3(c -51q -q I 6., E-mail: Mortgage Lender: 42!E&CL IYI-) Address: &)el PERMIT INFORMATION Construction Type: No. of Stories: Flood Zone: Plumbing 0 New Construction - No. of Fixtures: Mechanical 13 (Duct layout required for new systems) Fire Sprinkler/Alarm 0 No. of heads: Job Address: Parcel ID Description of Work: 'KD P 1— 0 0 CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION n- Vnl..e.• Q Historic District: Yes No Zoning: Plan Review Contact Person: Title: Phone: ' ` G 1 Fax: E-mail: T CSC f Ic a 10, Cf`^' M Property Owner Information Name Street: City, State Zip: Phone: Resident of property? : C Contractor Information Name i 1D Phone: Street:'' 4 ` Fax: City, State Zip: i1 E'6AZ State License No.: E-C10 ?D J-7 3 Architect/Engineer Information Name: Street: City, St, Zip: Bonding Company: Address: Building Permit Square Footage: No. of Dwelling Units: Electrical [3 New Service — No. of AMPS: Phone: Fax: E-mail: _ Mortgage Lender: Address: NiTiIkdIZIM01,S _iTiL IIs] Zi Construction Type: Flood Zone: Mechanical ( Duct layout required for new systems) No. of Stories: Plumbing New Construction - No. of Fixtures: Fire Sprinkler/Alarm No. of heads: 0 fc_ hku t (9reC'`e41", T U-) t taavv(al- Shall be inscribed with the date of application and the code in effect as of that date (Code 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. 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 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: tC 1 ignatu o Contractor/Agent Date Print Contractor/Agent's Name Signature of tary;Suft of Florida i)UME B190f01N Notary Public - State of Florida My Comm. Expires Feb 25, 2015 t Commission tt EE 60182 tBrinded Through National Notary Assn. UTILITIES: FIRE: Contractor/ Agent is Personal Known to Me or Produced ID Type of IDi.. ,1--e._ 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 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 Mic,vlcky-- Pii"Wner/Agent's Name, Signature of Nritary-Stife of Plorida Date RHONDA DYER My COMMISSION #FFI 1998C) 4 EXPIRES September 29, 2014 407) 398-0153 rloridallotaryService.corn Owner/Agent is Personally Known to Me or Produced ID Type of ID APPROVALS: ZONING: ENGINEERING: COMMENTS: I S6ature of Nc Ct, - dgON kgentDate Name of Florida Date RHONDA DYER MY COMMISSION #FF119986 EXPIRES September 29,2014 407)398-0153 FtcmdallotaryService,com Contractor/Agent is Personally Known to Me or Produced ID _ Type of ID UTILITIES: WASTE WATER: FIRE: BUILDING: 00 . j'.4k I °7 Rev 11.08 CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: ` — Documented Construction Value: $ IQ 1 000 Job Address: 19QQ fQ{efzifi Historic District: Yes NoID Parcel ID: Zoning: Description of Work:1 tO Plan Review Contact Person:-L e"1,t C`fY - Title:G`(,Ga< 1 Phone:' c Fax: E-mail: : C, mc l • o. Property Owner Information Name Street: nuo City, State Zip: Name Street: City, S Phone: Resident of property?: rmation Phone: 1-1n— Fax: IQ-i — >9-1 State License No.: CSC Architect/Engineer Information Name: l tom'_ h.r}' ...C/1 t Phone: - ( 5 7LA Street: VI Fax:C. City, St, Zip: `. {`` E-mail: Bonding Company: Address: Building Permit Square Footage: 136 No. of Dwelling Units: Electrical New Service — No. of AMPS: Mortgage Lender: _LngQ ---iU i /YlnQi-G G`P Address: a.- OU-%---- G2--'?Ili PERMIT INFORMATION Construction Type: AgWixold No. of Stories: Flood Zone: Plumbing New Construction - No. of Fixtures: Mechanical 13 (Duct layout required for new systems) Fire Sprinkler/Alarm 0 No. of heads: Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, 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. /` km-Q1Lc 5 Zoi signature of Owner/Agent Date M- 167 Name RHONDA DYER y ; MY COMMISSION #FF119986 EXPIRES September 29, 2014 407) 39"153 FtoridallotaryService.com Owner/ Agent is Personally Known to a or Produced ID Type of ID APPROVALS: ZONING `7 ENGINEERING: COMMENTS: Rev 11.08 IES: y FIRE: t 5 1Date 1 Name of Florida RHONDA DYER MY COMMISSION #FF1 19986 s . EXPIRES September 29, 2014 407) 398.0153 FloridallotaryService.com Contractor/ Agent is L-Personally Known to Me or Produced ID Type of ID WASTE WATER: BUILDING: -, 04 v C 10' Wback-, rlvl J Dm ' all 0, 4 G t. City of Sanford Residential Permit Application Guidelines 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.Q. number. Completed and signed Right -of -Way Utilization Type I Permit Application. Copy of the contractor's license issued by the State of Florida (if contractor is applicant). Z1-`'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. V 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). P. Completed and signed Owner Builder Statement / Affidavit (if owner is applicant). l Approval letter from sanitary sewer provider (if other than the City of Sanford). M+ 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). Ea,-- Five (5) sets signed and sealed building construction plans. Two (2) signed and sealed site / plot plans. Two (2) sets signed and sealed floor and roof truss engineering. E, 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. 0Two (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 Lot number Address / Legal Description Q-°` Setback lines from principle structure and any accessory structures to property boundary (minimum of eight; two on each side) f Primary building setback lines/envelope A/ C unit locations with setback from property line D- - Survey type L]-- Existing easements: drainage, utility, etc. D Building separations, if applicable I ` Location of septic systems Er' Flood zone reflecting current FEMA map revision date FTf/ Lot grading type (A,B,C, etc.) 0- Elevations showing crown of the adjacent street or right-of-way upon which the structure fronts (for type A and B lots) Q-" Lot corner elevations and break point elevations Drainage swales (if applicable) with profile view 9?' Proposed finished floor elevation BUILDING PLAN Construction documents shall indicate code edition being applied Revised: November 2013 Page 1 of 5 Residential Permit Application Checklist 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 for risk category lI buildings (residential) Ultimate design wind speed (Vult) Nominal design wind speed (Vasd) Risk category Exposure category Enclosure classification Internal pressure coefficient Component and cladding design wind pressures in terms of psf Structural Calculations, if necessary FLOOR PLAN Building area tabulation Room size Corridors r Stair location/guardrails Safety glass locations 1 Egress door and emergency escape windows sizes and location Stairs construction requirements 2-' Special column/post anchorage Ej, ,.. Interior load bearing wall locations Shear walls f Down cells Lintel schedule Attic access Accessibility restroom (door) location 43- Fire resistant assemblies 10 Identify options to be used FOUNDATION / SLAB Filled cells with reinforcement locations L Footer denotation/details Footers minimum 12" below grade Ems'` Interior bearing walls/pads p,-- Porch pads/footers Brick ledge detail Slab thickness/steel/fiber mesh Vapor barrier/termite treatment type Z?-' - Reinforcing steel over lap 8Relieving arch steel at pipe penetrations 01 All wood minimum 6" above grade W Crawl space ventilation 9-- Termite shields ELECTRICAL Service riser diagram Q'" Electrical load calculations Revised. November 2013 Page 2 of 5 Residential Permit Application Checklist C" Bonding/Grounding to foundation steel 1,T- Service location CIF Panel locations 0 Receptacle lay out I '- GFCI protection 6- AFCI protection M Tamper resistant outlets B' Ceiling fans fir-- Outdoor receptacles W' Disconnecting means I Switches/lights my Smoke/CO alarm locations hard wired, interconnected and battery backup ELEVATION (front, rear and side views) 2-- Attic ventilation 2—_ Roof pitch Cam'"" Roofing material a-' Exterior finish/stucco thickness Height/bearing elevations C:i— Window and door opening locations ET"' Chimney locationiheight MECHANICAL BI Equipment location Anchorage for condenser Protection in garage locations Clearances at equipment Structural detail for air handler in attic Q 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 9-'- Skylights PLUMBING 0 Plumbing waste riser diagram Hf Water heater location Ea-- Fixture location FUEL GAS W- BTUs each outlet and total BTUs Pipe type and total length W LP regulator and model type fad-'-- Combustion air vents OL Location of equipment 2-- Venting V Gas Type Revised.• November 2013 Page 3 of 5 Residential Permit Application Checklist Gas Pressure Gas piping riser ROOF TRUSS LAY OUT Truss I. D. #s Layout Signed/Sealed truss engineering package Strapping/fasteners DETAIL SHEETS OR NOTES Footings Beam to wall and/or post attachments Zr- Post/column and beam construction 0-- Interior bearing walls U- Stairs section D- Chimney construction Dormer construction C Floor framing 0 Entry construction Ow Arched windows oil" Bay windows 0-' Frame to block connections I Knee wall construction Sky light framing Top plate splicing requirements Er ....- Steel requirements (footer, lintel, vertical pour) Grade Over lap fit- Veneer Q'" Shear wall locations and construction Connectors Fasteners q,,: Roof sheathing & diaphragms Fasteners Blocking G Wall and gable sheathing fastening Gable end, frame and block, vaulted and flat 9"' Conventionally framed roof members Glass block Bearing opening strapping/anchorage AV-- 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 M- Roofing installation instructions & compliance with ASTM standards Revised: November 2013 Page 4 of 5 Residential Permit Application Checklist V#—, Window and mullion installation instructions IMI Garage door, sliding glass door and swing door installation instructions Siding installation instructions Soffit installation instructions Glass block installation instructions Engineered lumber products installation instructions PRODUCT APPROVAL e Completed Product Approval specification sheet FS 553.842, FAC 61G20-3 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 Permit Application Checklist AIR CONDITIONING - HEAT - SHEET METAL - ELECTRICAL P,O, Drawer 730008 - Orniond Beach, Florida 32173-0008 Daytona 253-7774 - West Volusia 738-3888 Flagler 446-8658 Fax 255-9431 I -lit, Sc License 4CA C039739 - #CNI C 057 027 - GCS ('04136i Ga. St. Li"nse WN007951 - Electrical License 4EC 13005098 May 19. 2014 This agreement. between D.G. Meyer. Inc. 345 Madison Ave.. Daytona Beach, Florida, hereinafter called the Seller and Jorae Gutierrez, located at 1035 Primera Blvd., Suite #1041, Lake Mar , FL 32746 hereinafter called the Purchaser, provides for the following equipment and materials to be -furnished and installed by the Seller, in premises owned by the Purchaser. Located at 1700 Forest Drive, Sanford FL and occupied by McCaan residence. L c iail.com.-Cell: 386-479-5712. D.G. Meyer, Inc. is proud to submit the following quote on high efficient system, with the following notes and clarifications. NOTES/CLARIFICATIONS: I ) Quote based on Carrier model 425HBC524 heat put -tip, SEER 15. 2) A maximurn of (8) supply diffusers and (3) return air grills are included in quote. 3) Air handler will be set on contractor platform. 4) Duct system to be fiberglass, flex and metal; designed, fabricated and install to comply with Florida State 2014 Energy Code. 5) New refrigerant tubing, thermostat, condenser pad and Florida State Energy calculation forms are included, ifneeded. 6) NOT INCLUDED are electric. Jen-Aire or chase for refrigerant tubing, or stove venting. 7) Included bathroorn fan and venting of fan. 8) Comes with warranty of 10 year on compressor and parts, I year on labor. Total............ $6,125.00 If you have any questions call (386) 253-7774 or fax 255-943 1. There will be a $50.00 service charge on all returned checks. For the above work the Purchaser agrees to pay the Seller the total sum of $6 , 12 _5.O 0 Payable as follows: A progress payment, ulaon signing agreement of 50% = $3,063.00 A final payment, upon completion of 50% =SIM2.0ft This proposal is valid for jhjqy_(jQ)days. Proposed this 19th day of May, 2014, by Steven K. Jones for seller. CM C057027 In consideration of the sale, delivery or installation of the above described materials, the Undersigned personally guarantees payment of the amounts contained herin. Accepted this day of 2014, by/for _______---,- PURCHASER SCPA Parcel View: 31-19-31-524-1400-0040 Page I ot'2 man Parcel: 31-19-31-524-1400-0040 Property Record Card Parcel: 31-19-31-524-1400-0040 Owner: MCCANN SEAN P & MICHELLE L Property Address: 1700 FOREST DR SANFORD, FL 32771 Property Address: 1700 FOREST DR Owner: MCCANN SEAN P & MICHELLE L Mailing: 1700 FOREST DR SANFORD, FL 32771-4661 Subdivision Name: WYNNEWOOD Tax District: SI-SANFORD Exemptions: 00-HOMESTEAD (2001) DOR Use Code: 01-SINGLE FAMILY A Legal Description LEG S 2/3 OF LOT 4 + ALL LOT 5 BLK 14 WYNNEWOOD PB 4 PG 93 Taxes Taxing Authority County General Fund Schools City Sanford SJWM(Saint Johns Water Management) County Bonds Sales Description Date WARRANTY DEED 5/1/2000 WARRANTY DEED 7/1/1987 Find Comparable Sales within this Subdivision Value Summary 2014 Working 2013 Certil Values Values Valuation Method Cost/Market Cost/Mark( Number of Buildings I I Depreciated Bldg Value 37,820 $35,935 Depreciated EXFT Value 600 $480 Land Value (Market) 16,151 $16,151 Land Value Ag Just/Market Value 54,571 $52,566 Portability Adj Save Our Homes Adj 1,217 $0 Amendment I Adj Assessed Value 53,354 $52,566 Tax Amount without 50H: $ 2013 Tax Bill Amount $ Tax Estimator Save Our Homes Savings: Does NOT INCLUDE Non Ad Valorem Assessments Assessment Value Exempt Values Taxable Value 53,354 28,354 53,354 25,000 53,354 28,354 53,354 28,354 53,354 28,354 Book Page Amount Qualified Vac/Imp 03859 1882 61,000 Yes Improved 01872 0459 100 No Improved http://www.scpafl.org/ParceiDetailinfo.aspx?PID=31193152414000040 5/27/2014 SCPA Parcel View: 31-19-31-524-1400-0040 Page 2 of Land Method Frontage Depth Units Units Price Land Value FRONT FOOT & DEPTH 90 135 0 185 $: Building Information Description Year Built Fixtures Base Area Total SF Living SF Ext Wall Adj Value Repl Value Appendages Actual/Effective 1 SINGLE 1952 3 888 1,600 1,097 CONC 37,820 68,763 FAMILY BLOCK Description i UTILITY UNFINISHED GARAGE FINISHED SCREEN PORCH FINISHED ENCLOSED PORCH FINISHED Permits Permit # Type Agency Amount CO Date Permit Date 02492 Addition - Residential Sanford 2,000 5/15/2000 02411 Addition - Residential Sanford 2,975 5/5/2000 02294 Addition - Residential Sanford 1,211 6/1/1998 Extra Features Description Year Built Units Value New Cost FIREPLACE 1 12/1/1952 1 600 . http://www.scpafl.org/Parce[Detail lnfo.aspx?PID=31193152414000040 5/27/2014 FORM 405-10 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: mcc:ann Builder Name:" t 4-0Street: 1700 forest drive Permit Office: G JC,, City, State, Zip: sanford , FL , Pem ft Number: C, 20 Owner. Jurisdiction: Q t 5 W Design Location: FL, Daytona Beach 1. New construction or existing Addition 9. Wail Types (952.0 sqft.) Insulation Area a. Concrete Block - Ext Insul, Exterior R-4.0 952.00 ft" 2. Single family or multiple family Single-family b. WA R- ft 3. Number of units, d multiple family 1 c. WA R- ft" 4. Number of Bedrooene(Bedrms In Addition) 2(2) d. N/A 10. Ceiling Types (994.0 sgft.) R- ff: Insulation Area 5. Is this a worst case? No a. Under Attic (Vented) R-30.0 994.00 fe 6. Condttioned floor area above grade (W) 9" b. N/A R= fe R- ft" Conditloned floor area below grade (ft"y 0 c. N/A 11. Ducts R f 2 7. Windows(120.0 sgft.) Description Area a. Sup: Attic. Rat: Attic, AH: Main 6 200 a. U-Factor: Dbl, U-0.53 120.00IF SHGC: SHGC-0.24 12. Cooling systems kBttdhr Efficiency b. U-Factor. N/A ft" a. Central Unit 24.0 SEER:15.00 SHGC: c. U-Factor. N/A fe SHGC: 13. Heating systems kBtu/hr Efficiency d. U-Factor: N/A M a. Electric Heat Pump 24.0 HSPF:8.50 SHGC: Area Weighted Average Overhang Depth: 5.733 ft. 14. Hot water systems - Replacement equipment Area Weighted Average SHGC: 0•240 a. Electric Cap: 30 gallons 8. Floor Types (994.0 sgft.) Insulation Area EF: 0.920 a. Slab -On -Grade Edge Insulation R-0.o 994.00 ft' b. Conservation features b. WA R- ft' None a WA R- ft" 15. Credits CF, Pstat Total Proposed Modified Loads: 16.35 PASSASGlass/Floor Area: 0.121 Total Standard Reference Loads: 21.,41 I hereby certify that the plans and specifications covered by Review of the plans and 0, T'KE S-r4 this calculation are in compliance with the Florida Energy specifications covered by this V , f, .5 0, e Code. calculation Indicates compliance ra, PREPARED BY: with the Florida Energy Code. Before conatruction is completed DATE: this building will be inspected for 0 10. compliance with Section 553.908 I hereby certify that this buildi , as designed, is in compliance Florida Statutes. GQ' ¢ sC with the Florida Energy C 0 W6 t .. OWNER/AGENT-rq" BUILDING OFFICI L: DATE: DATE: D __ a.__m.__. Compliance requires completion of a Florida Air Barrier and insulation Inspection Checklist tL_D , SANFORD 4 511612014 2:28 PM EnergyGsugsO USA - FlaRes2010 Section 405.4.1 Compliant Software Page 1 of 5 PROJECT Title: mccann Bedrooms: 2 Address Type: Street Address Building Type: User Conditioned Area: 994 Lot # Owner: Total Stories: I Block/SubDivision: of Units: 1 Worst Case: No PlatBook: Builder Name: Rotate Angle: 0 Street: 1700 forest drive Permit Office: Cross Ventilation: County: Seminole Jurisdiction: Whole House Fan: City, State, Zip: sanford , Family Type: Single-family FL, New[Existing: Addition Comment: CLIMATE IECC Design Temp Int Design Temp Heating Design Daily Temp VDesign Location TMY Site Zone 97.5 % 2.5 % Winter Summer Degree Days Moisture Range FL, Daytona Beach FL_DAYTONA—BEACK-1 2 38 92 70 75 789 56 Low BLOCKS Number Name Area Volume Blockl 994 7952 SPACES Number Name I'll Area Volume Kitchen Occupants Bedrooms Infil ID Finished Cooled Heated Main 994 7952 No 2 2 1 Yes Yes Yes FLOORS Floor Type Space Perimeter R-Value Area Tile Wood Carpet I Slab -On -Grade Edge Insulatio Main 142 ft 0 994 ft' 0 0 1 ROOF Roof Gable Roof Solar SA Emitt Emitt Deck Pitch Type Materials Area Area Color Absor. Tested Tested Insul. (deg) 1 Hip Composition shingles 1077 ft? 0 ft2 Medium 0.96 No 0,9 No 0 22.6 ATTIC V/ # Type Ventilation Vent Ratio (1 in) Area RBS IRCC I Full attic Vented 300 994 it" N N CEILING Ceiling Type Space R-Value Area Framing Frac Truss Type I Under Attic (Vented) Main 30 994 ftz 0.11 Wood 5/1612014 2:28 PM EnergyGauge4D USA - FlaRes201 0 Section 405 .4.1 Compliant Software Page 2 of 5 WALLS Adjacent Space Cavity Width Height Ft In Sheathing Framing Solar Area R-Value Fraction Absor. Below Grade% V* Omt To- Wag Type R Value Ft In 8 11 352.0 ft-' 0 0 0.75 0 1 E Exterior Concrete Block - Ext Insul Main 4 44 2 S Exterior Concrete Block - EXI: Insul Main 4 20 8 160,0 ft2 0 0 0.75 0 3 W Exterior Concrete Block - Ext Insul Main 4 29 8 232,0 ft' 0 0 075 0 4 N Exterior Concrete Block - Ext Insul Main 4 26 8 208,0 ft2 0 0 075 0 WINDOWS Orientation shown is the entered, Prousedorientation. Wall Overhang V, Ornt ID Frame Panes NFRC U-Factor SHGC Area Depth Separation Int Shade Screening 1 E 1 Metal Low-E Double Yes 0,53 0.24 20.0 ft2 2 ft 0 in I ft5in Drapes/blinds None 2 S 2 Metal Low-E Double Yes 0,53 024 24.0 W 2 ft 0 in 2 ft 0 in Drapes/blinds None 3 W 3 Metal Low-E Double Yes 0.53 0.24 36,0 ft2 10 ft 0 in 0 ft 0 in Drapes/blinds None 4 W 3 metal Low-E Double Yes 0,53 014 20,0 ft2 10 ft 0 in Oft 0 in Drapestblinds None 5 N 4 Metal Low-E Double Yes 0,53 0.24 20,0 ft2 2 ft 0 in I ft 5 in Drapestblinds None INFILTRATION Scope Method SLA CFM 50 ELA EqLA ACH ACH 50 I I Wholehouse Best Guess .0005 1303,6 71.57 134.59 365 9,8 363HEATING SYSTEM System Type Subtype Efficiency Capacity Block, Ducts 1 Electric I I I Heat Pump None HSPF: 8.5 24 kBtu/hr 1 sys#1 COOLING SYSTEM System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts I Central I Unit None SEER: 15 24 kBtu/hr 720 cfm 0.75 1 sys#1 HOT WATER SYSTEM System Type SubType Location EF Cap Use SetPnt Conservation Electric None Main 0.92 30 gat 50 gal 120 deg None SOLAR HOT WATER SYSTEM FSEC Collector Storage Cert # Company Name System Model # Collector Model # Area Volume FEF None None ft2 5116/ 2014 2:28 PM EnergyGaugeO USA - FlaRes2010 Section 405.4.1 Compliant Software Page 3 of 5 DUCTS 1--S-upply _L Return — Air CFM 25 CFM25 HVAC # Location R-Value Area Location Area Leakage Type Handler TOT OUT ON RLF Heat Cool Attic 6 200 W Attic 200 fV Default Leakage Main Default) (Default) TEMPERATURES Programable Thermostat: Y Coiling Fans: Cooling Jan He Jan Feb Feb Mar Mar Apr Apr M M:,Y uJun Jun Jul Jul Aug Aug P Sep j Oct Oct Oct Nov Nov Nov Dec Dec DecVentingJanFebMarAprMayJunJulAug Thermostat Schedule: HERS 2006 Reference Hours 11 12 Schedule Type 1 2 3 4 5 6 7 8 9 10 Cooling (WD) AM PM 78 so 78 80 78 78 78 78 78 78 78 78 78 76 78 78 80 78 80 78 80 78 80 78 Cooling (WEH) AM PM 78 78 78 78 78 78 78 78 78 78 78 78 78 7B 78 78 78 78 78 78 78 78 78 78 Heating (WO) AM 66 6 66 66 68 68 68 68 688 68 6668 6 Heating (WEH) AM 66 66 66 66 66 68 68 68 68 68 66 8 5/16t2014 2:28 PM EnergyGaugeg) 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 Buildinq Performance Method ADDRESS: 1700 forest drive PERMIT sanford, FL, MANDATORY REQUIREMENTS SUMMARY - See individual code sections for full details. COMPONENT SECTION SUMMARY OF REQUIREMENT(S) CHECK Air leakage 402A To be caulked, gasketed, weatherstripped or otherwise seated. Recessed lighting IC -rated as meeting ASTM E 283. Windows and doors = 0.30 cfm/sq.ft. Testing or visual inspection required. Fireplaces: gasketed doors & outdoor combustion air. Must complete envelope leakage report or visually verify Table 402.4,2. Thermostat & controls Ducts Water heaters Mechanical ventilation Swimming Pools Spas Cooling/heating equipment 403.1 At least one thermostat shall be provided for each separate heating and cooling system. Where forced -air furnace is primary system, III programmable thermostat is required. Heat pumps with supplemental electric heat must prevent supplemental heat when compressor can meet the load. 403.2.2 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, shall be constructed and seated in accordance with Section 503.2.7.2 of this code. 403.3.3 Building framing cavities shall not be used as supply ducts. 403A 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 accessible manual OFF switch. 403.5 Homes designed to operate at positive pressure or with mechanical ventilation systems shall not exceed the minimum ASHRAE 62 level. No make-up air from attics, crawlspaces, garages or outdoors adjacent to pools or spas. 403.9 Pool pumps and pool pump motors with a total horsepower (HP) of = I 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= 4.0. 403.6 Ceilings/knee walls 405,21 Sizing calculation performed & attached, Minimum efficiencies per Tables 503.2.3. Equipment efficiency verification required. Special occasion cooling or heating capacity requires separate system or variable capacity system. Electric heat > 1 OkW must be divided into two or more stages. R-19 space permitting. 5/16/2014 2:28 PM EnergyGaugeO USA - FlaRes2010 Section 405.4.1 Compliant Software Page 5 of 5 ENERGY PERFORMANCE LEVEL (E L)JUL 14 DISPLAY CARD Y. ESTIMATED ENERGY PERFORMANCE INDEX* = 76 The lower the EnergyPerformance Index, the more efficient the home. 1700 forest drive, Sanford, FL, 1. New construction or existing 2. Single family or multiple family 3. Number of units, If multiple family 4. Number of Bedrooms 5. is this a worst case? 8. Conditioned floor area (fP) 7. Windows"" Description a. U-Factor. Dbl, U=0.53 SHGC: SHGC-0.24 b. U-Factor: N/A SHGC: c. U-Factor. WA SHGC: d. U-Fader. NIA SHGC: Area Weighted Average Overhang Depth: Area Weighted Average SHGC: 8. Floor Types a. Slab -On -Grade Edge Insulation b. WA c. WA Addition Single tamily 1 2(2) No 994 Area 120.00 W ft, fe fe Insulation R=0.0 Rx Ra 5.733 ft. 0.240 Area 994.00 fe f fN 9. Wall Types a. Concrete Block - Ext Insul. Exterior b. N/A a WA d. N/A 10. Ceiling Types a. Under Attic (Vented) b. N/A c. WA 11. Duds a. Sup: Attic. Rat: Attic, AH: Main 12. Cooling systems a. Central Unit 13. Heating systems a. Electric Heat Pump Insulation Area R=4.0 952.00IF R= ft= R- fN R= ft' Insulation Area R-30.0 994.00 fe Ra ff R= ff' R IP 8 200 kBtu/hr Efficiency 24.0 SEER:15.00 kBtu/hr Efficiency 24.0 HSPF:8.50 14, Hot water systems - Replacement equipment Cap: 30 gallons a. Electric EF: 0.92 b. Conservation features None 15. Credits 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 mplia t features. Date: G, Builder Signature: i` % Address of New He: Clty/FL Zip: f " Jam-_ CF, Pstat Note: This is not a Building Energy Rating. If your Index is below 70, your home may qualify for energy efficient mortgage (EEM) incentives if you obtain a Florida EnergyGauge Rating. Contact the EnergyGauge Hotline at (321) 838-1492 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. EnergyGaugeS USA - FlaRes2010 Section 405.4.1 Compliant Software Job: wrightsoft* Project Summary Date: May 16,2014 Entire House By: D. G. MEYER INC 345 MADISION AVE, DAYTONA BEACH, Ft. 32114 Phone: 386-253-7774 Fax: 386-2WS431 For mr and mrs Mc Cann 1700 forest drive, sanford, fl Notes: Weather. Orlando Sanford AR FL, US Winter Design Conditions Summer Design Conditions Outside db 42 OF Inside db 70 OF Design TD 28 OF Heating Summary Structure 13513 Btuh Ducts 2449 Btuh Central vent (0 cfm) 0 Btuh Humidification 0 Btuh Piping 0 Btuh Equipment load 15962 Btuh Infiltration Method Simplified Construction quality Average Fireplaces 0 Healln go Cool 0Area (ft Volume (ft) 7948 7W Air changes/hour 0.45 0.23 Equiv. AVF (cfm) 60 30 Heating Equipment Summary Outside db 93 OF Inside db 75 OF Design TD 18 OF Daily range Relative humidity M 50 Moisture difference 38 gr/lb T-ITNT111115-01 Structure 13203 Btuh Ducts 3819 Btuh Central vent (0 cfm) 0 Btuh Blower 0 Btuh Use manufacturers data n Rate/swing multiplier Equipment sensible load 0.98 16681 Btuh Latent Cooling Equipment Load Sizing Structure 1188 Btuh Ducts 642 Btuh Central vent (0 cfm) 0 Btuh Equipment latent load 1830 Btuh Equipment total load 18511 Btuh Req. total capacity at 0.70 SHR 2.0 ton Cooling Equipment Summary Make Make Trade Trade Model Cond AHRI ref coil AHRI ref Efficiency 80AFUE Efficiency 0 SEER Heating input 0 MBtuh Sensible cooling 0 Btuh Heating output 0 Btuh Latent cooling 0 Btuh Temperature rise 0 OF Total cooling 0 Btuh Actual air flow 719 cfm Actual air flow 719 cfm Air flow factor 0.045 cfm/Btuh Air flow factor 0.042 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat Load sensible heat ratio 0.90 Calculations approved by ACCA to meet all requirements of Manual J 8th E& 2014-kUy-16142724wrightsoftRight-SuftOL)nlver9al2Ol2l2,1.OSRSLM424 Page 1 re loadM rnoutnn 1700 forest drive sonford.rup Cate - MJS Front Door Wes: S LI I 7r wrightsoft Right-JO Worksheet Entire House D.G.MEYER INC lea "ArdQU-INAVE CkAYWINARFACH R. 32114 Phone: 3W253-7774 Fa)c38ff-255.9431 Job: Date: May 16,2014 By: I Room rone Entire House 1420 ft addition 142,0 ft 2 Exposed well 8,0 ft d 8,0 ft heet/cool 3 Room height 31,5 x 31.5 ft 4 Room dirnermkm 983.5 ft' M.5 W 5 Room area Ty Construction U-value Or HTM Area (ftz) Load Btuh) Area or perimeter (ft) Load Btuh) number BtutVttz-'F) at or perimeter (ft) Heat COO Gross NIPIS Heat cool Gross NIP/$ Heat cool 6 t 13A-flocs 0.143 ne 3-96 2,82 208 188 745 530 1007 208 20 180 0 745 482 530 1007 1 D-c2om 0,870 0.143 ne 2410 3.96 50.36 2.82 20 352 0 332 482 1315 935 352 332 1315 935G t--G 13A-flocs 1D-c2orn 0.870 se se 24,10 42,49 20 14 482 m 20 7 482 53978 Ow 383 f11 13AAocs 0,143 sw 196 2,82 160 136 20 539 578 383 976 160 24 13610 5 976 1 D-c2om 0,870 sw 24.10 190 40,67 2,82 24 232 176 697 4% 232 176 097 496 13A4ocs 1 D-clam 0.143 0.870 nw rw 24,10 5036 20 0 482 1007 20 0 482 1007 1D-c2om 0,870 nw 24.10 50,36 36 0 68 1813 0 36 184 0 163 868 0 1813 0 0 12C-Osw 0,091 OA70 ne 0,00 13.02 0,00 14,52 184 21 163 21 0 273 305 21 21 273 305 11AO 16B-19ad 0,049 1.36 2.67 994 994 1349 2650 994 994 1349 2650 c F 22A-tpi OM9 27.40 0,00 142 142 3890 0 142 142 3890 0 6 c) AED eXCLnton 1189 1189 Envelops lossIgain 11700 12141 11700 12141 12 a) Wfittratim 1813 602 1813 602 b) Room ventilation 0 0 0 0 13 tnternal gajw O=jpants (m 230 2 460 2 460 Apple other 0 0 Subtotal (lines 6 to 13) 13513 13203 13513 13203 Less external load 0 0 0 0 LIM transfer 0 0 0 0 RedstritxAion 0 0 0 0 14 Subtotal M13 13203 13513 13203115Ductloads18% 29% 24491 38191 18% 29% 2449 3819 15962 1121 159U 17021LXTOI-t zrequired (elm) 7191 19d_ 719 719 Calculations 2egroved by ACCA to meet all Muirements of Manual J 8th Ed. 27 wrightsoft Rkp*SumeS Univeml 2012 12.1,08 RSL08424 2014-May-16 1Page 41 re k)adVm mocann 1700 West ftm sanfardsvp CsIc = MA Front Door rams: S E 3 SUO'P .Y SIDE CALCULATED 0 .10 ROOM SF STUfSF MULTIPLIER CFM FLEX SIZE 25A2 1 0.0333' 1 bath 2 40 1016.8 1016.8 33.859"' 4 2, bed 3 168 4270.56 4270.56 142.2096' 7 3 wie 26 660.92 * 6%92 22.00864 _ 4 4 bath 3 48 1220,16 1220.16* 40,63133 4 5 bed 4 168 4270.56' 4270.66 ' 142.2096' 7 6 craft _ M 266 6761,72 { 6761.72 225.1653 2x6 7 hall 44' 1118A8 1118.48 37.24538' 4 8 0 _ 0' 0 0 9 0. 0 0 0ll 0. 0 0 0 12 0 0: 0 0 0 0 14' 0 0 0' 1 0 0 16 0 0 0 17 0 0 0._ 18 0, 0. 19 0 0 0, 0 0 TOTAL 760' 19319.2 19319.2 643.3294 1 bed 3 2 bed 4 3 Graft 4 5 6' 7 8 9 10 20166-J. Gutierrez - McCann Addn -- 1700 Forest Drive - GE1) Top chord 2x4 SP_#1_13B Bot chord 2x4 SP_#2_13B :B2 2x6 SP_#2_13B: Webs 2x4 SP_#3_13B Lumber grades designated with "136" use design values approved 1/30/2013 by ALSC Truss spaced at 24.0" OC designed to support 2-0-0 top chord outlookers. Cladding load shall not exceed 3.00 PSF. Top chord must not be cut or notched. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. 0-0-2 fi 2X4 III 2X4 III THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. 139 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP C, wind TC DL=4.2 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. See DWGS A14015ENC100212 & GBLLETIN0212 for more requirements Bottom chord checked for 10.00 psf non -concurrent live load. 3X6 III 2X4 III 2X4 III 4X4 = 3X4 (A1) _ L--2-1 -0---J R=182 PLF U=98 PLF W=13-3-0 RL=-10 PLF 13-3-0 Over Continuous Support 2-0-0-J 0-7-7 7- + B-o-o Design Crit: FBC201ORes/TPI-2007(STD) PLT TYP. Wave FT/RT=20%(0%)/O(0) 13.01. QTY:1 FL/-/4/-/-/R/- Scale=.375"/Ft. WARNING`• READ AND FOLLOW ALL NOTES ON THIS SHEETt IIRPORTANT" FURNISH THIS DESIGN TO ALL CONTRACTORS INCLUDING INSTALLERS j s i°6G TC LL 20.0 PSF REF R6666 - 18557 T W rwe care in ng .g PP n9. g b 9. Re ler t antl ` a ••• . f RChf <& 9 C.rep 11111, f y TP WTCAI ror anfceY y VVV TC DL 10.0 PSF DATE 04/1$/14 P eP Par Yornony c P p 'Y 9 per BC51 No.22839 04 D Pr.rt° cep `r r. a BC DL 10.0 PSF DRW HCUSR6666 14106705AI, PPPrty y ng. C Pb 9 n. pP SCSI BJ. B1 BIG pp b ZBuilding ALP I NE -'7 TW e 9 C_ r p I (ITWBCG) y °• ` * BC ILL 0.0 PSF HC-ENG SSB/WPF y r b ANSI JTPI r q _-_. _._..q9•. 9 Rte EQN- Components Group ne. 9 P 9 n9 y' r - P: I 9 r my ` •L r c C A , gyp : TOT LID. 40 0 PSF S 580119 p . b y . o y q n. T r,ab,l , b q Y s`r ONAIE DUR. FA 1.25 FROM JTF n pon y e Br,i tOiny D . yner - ANSI/Tpl S 2. Fn F Orlando FL, 328,7 <ral are- o n,r ,bbF nn - P 9 ITW BCG — cebcq con; TP vew. cpense. brq NTCA ewa' bc inUr,<Cry SPACING FLCOAx0278 =G . eer9 04/1812014 SPACING 24.0" JREF- 1V5N6666Z04 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR ZU1bb-J. Gutierrez - McGann Addn -- 1700 Forest Drive - GE2) Top chord 2x4 SP_#2_13B :T3 2x4 SP_#1_13B: T4 2x4 SP M-31: Bot chord 2x4 SP #2_13B :B3 2x6 SP_#2_13B: Webs 2x4 SP #3 13B Lumber grades designated with "136" use design values approved 1/30/2013 by ALSC Left end vertical exposed to wind pressure. Deflection meets L/240 criteria for brittle and flexible wall coverings. See DWGS A14015ENC100212 & GBLLETIN0212 for more requirements Bottom chord checked for 10.00 psf non -concurrent live load. 3X4 3X3-- 3X6(R) 5X5= 4X6-= 139 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP C, wind TC DL=4.2 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. Truss spaced at 24.0" OC designed to support 2-0-0 top chord outlookers. Cladding load shall not exceed 3.00 PSF. Top chord must not be cut or notched. a) #3 or better scab brace. Same size & 80% length of web member. Attach with 10d Box or Gun (0.128"xY ,min.)nails @ 6" OC. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. 7-12 _ 11 i5_ 13-11- 32-7-0 Over 2 Supports H0510 == 3X4 (A1) 0-0 0-7-8 T 8-0-0 R=194 PLF U=62 PLF W=19-11-0 R=1115 U=499 W=8" RL=1/-11 PLF Note: All Plates Are 2X4 Except As Shown. Design Crit: FBC201ORes/TPI-2007(STD) PLT TYP. 20 Gauge HS,Wave FT/RT=20%(0%)/O(0) 13.01. QTY:1 FL/-/4/-/-/R/- Scale=.1875"/Ft. WARNING'* THIS READ AND COOT ALL NOTES ON THIS SHEET! /jjA e TIC ILL 20.0 PSF REF R6666 — 18558fMPORTANT'• FURNISH THIS DESIGN TO ALL CONTRACTORS fNGLUOING INSTALLERS. • ;CE Sa T b n9 ^9 W. 9 9 n9. Re For c f` V` ` tC51 (&, 9 Cwpono 5 y y TP4 RCA) n, +alc Y'TIC DL 10.0 PSF DATE 04/18/14 P- 9 tro o Po Y 9 por SCSI. {,0.22$39Uv,, tw tl vn'P opo Y — „o aaP•oP 1 . „ ,;g,tl ,,, L T; s , It, .a„tln Iactl. I rtlzc.a,nc oY „„ A BC DL 10.0 PSF DRW HCUSR6666 14108106 g pa SCSI 83, 85 810 Pp ALPINE -- ITS c y pF BC LL 0.0 PSF HC-ENG SSB/WPFng o G oup 1 ((TMBCGJ tw Y• c AN51 /TP4 t o ng ng. n 6 O ' •` TOT. LD. 40.0 PSFD„ A P Y P " R rtl . ns W. Z ; IF'— P A .r •.tORtC3 SEQN— 580095 t Building Components Group no. e a z„tl„. tl r„tl L , w w I 9 9 n ••• y Y . 9 y a ,>e5 9n ny `/0Nql` DUR. FAC. 1.25 FROM JTF Orlwido FL. i?837 Pn y r F„tl a ;eWe 9F0tl»;9a. Ptl' axS iTVP 5 z Fo o a . r„,< w FL (}.i tD 283 Ir oral ro 1 91 ITe-BCC: —, : TPI: org; RCA v..v sDc; cry ca . 04/18/2014 SPAC I NG 24.0" JREF- 1 V5N6666Z04 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. 20166-J. Gutierrez - McCann Addn -- 1700 Forest Drive - GE3) Top chord 2x4 SP_#1_13B Bot chord 2x4 SP #1 13B :62 2x6 SP_#2_13B: Webs 2x4 SP_#3_13B Lumber grades designated with "136" use design values approved 1/30/2013 by ALSC Left end vertical not exposed to wind pressure. Bottom chord checked for 10.00 psf non -concurrent live load. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. 2x4 III 1 V7c 139 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 4.50 ft from roof edge, RISK CAT II, EXP C, wind TC DL=4.2 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. Truss spaced at 24.0" OC designed to support 2-0-0 top chord outlookers. Cladding load shall not exceed 3.00 PSF. Top chord must not be cut or notched. 3X6(R) III 3X4= 2X4III 4X5- 3X4(Al ) R=729 U=254 W=8" RL=-134 20-7-0 Over 2 Supports — R=236 PLF U=88 PLF W=10-7-0 Design Crit: FBC201ORes/TPI-2007(STD) Ll-2-1-0--J 0-7-9 8-0-0 PLT TYP. Wave FT/RT=20%(0%)/0(0) 13.01. OTY:1 FL/-/4/-/-/R/- Scale=.3125"/Ft. WARNING" READ AND FOLLOW ALL NOTES ON THIS SHEET! iNPDRTaxr• FURNisH THIS cesicx To ALL coNTRAcroas fNCLuofNc fxsuu.eas. l, toTC LL 20.0 PSF REF R6666— 18559 T rusx , raga"ira nre ra.e i raar,eae;,y, xeripp,nq, nx.ea nq awr ein ; ,; by. Rar an.x a;T,on a:raBeh « d q C—.nY 5aY y c y TPA .w iTCA) Y aty p p Da ,g x. I p v aApo Y 9 PQ BCSf. u a x p r < p Pq y a b « ns bo Nava s por fy bea rpq tirg. L Yar pe ce rox Y u /rr pp/} ox2LV39 TC DL BC DL 10.0 PSF 10.0 PSF DATE 04/18/14 DRW NCUSR6666 1410$107 ALP I NE vo ng pe BC51 .. 83 Bt 810 pp c_ G q"P f (tT BCGY y as ANS11TP rg. q b b AP° y Oa tl R q. 60A Z a p A i 1[ OF Q A •.<pq>:O BC LL TOT. LD . 0.0 PSF 40.0 PSF HC ENG S SB/WPF SEQN- 580164 Building Components Group nc. Orlando FL, 32837 FL caA 00 278 xp ;b y P qy 9 x g xbown9. T obi f fly ,M rap Cc. gngr ng s AwSIIrPo s<< z U4vq rb Ti9aP9a: -BCG rbcgc TPI orq: WTCA x n ua rycom, c cc r— -=xa = r9 brS O1VAl 04I18/2014 DUR. FAC. 1.25 FROM JTF SPACING 24.0 JREF- 1V5N6666Z04 20166-J. Gutierrez - McCann Addn -- 1700 Forest Drive - GE4) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 2x4 SP_#3_13B Bot chord 2x4 SP_#3_13B Webs 2x4 SP_#3_13B Stack Chord SC1 2x4 SP #2 13B: Lumber grades designated with "1313" use design values approved 1/30/2013 by ALSC Left end vertical not exposed to wind pressure. Truss spaced at 24.0" OC designed to support 2-0-0 top chord outlookers. Cladding load shall not exceed 3.00 PSF. Top chord must not be cut or notched. Bottom chord checked for 10.00 psf non -concurrent live load. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. 3X4 1 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. 139 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED Bldg, Located anywhere in roof, RISK CAT II, EXP C, wind TC DL=4.2 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. See DWGS A14015ENC100212 & GBLLETIN0212 for more requirements. Stacked top chord must NOT be notched or cut in area (NNL). Dropped top chord braced at 24" o.c. intervals. Attach stacked top chord (SC) to dropped top chord in notchable area using 3x4 tie -plates 24" o.c. Center plate on stacked/dropped chord interface, plate length perpendicular to chord length. Splice top chord in notchable area using 3x6. 1T9 8-0-0 4X5(R) III 3X6IIi 12-1-0---J 8-7-0 31E 4-0-5(NNL) J jc B-7-0 T 4-0-5 I, 8-7-0 I 2-0-0 i< 10-7-0 Over Continuous Support R=170 PLF U=118 PLF W=10-7-0 RL=-11 PLF Note: All Plates Are 2X4 Except As Shown. Design Crit: FBC201ORes/TPI-2007(STD) PLT TYP. Wave FT/RT=20%(O%)/O(0) 13.01. QTY:1 FL/-/4/-/-/R/- Scale=.5"/Ft. WARNING" READ AND FOLLOW ALL NOTES ON THIS SHEER " IMPORTANT" FURNISH •j°o TC LL 20.0 PSF REF R6666- 18560IMRTANT" FURNISH THIS DESIGN TO ALL CONTRACTORS INCLUDING INSTALLERS. T rncac <ey rca ;n .ab ,<aT,ng. nanc,Iny. ,n.,P„., ,ny ,n<, <,ng. RCTcr ana 4" `••'L TC DL 10.0 PSF DATE 04/1$/14iSCSI (Bu C g C S y y _ y TPI WUCA} 6y P v : y I n e y ^y P BCSI. No.22839 a ing BC DL 10.0 PSF DRW HCUSR6666 14106108 sns,l nnva brar,,nq in. -1 SCSI zxtion.. 03. BT SIO. PPI-- f ALP I NE TV &„ y C_ I— (ITRBCG) °; aF BC ILL 0.0 PSF HC-ENG SSB/WPF y tl I+e ANSI/TPI ntl µµy. n A i (.` A cPPyP R , y. 6o Z P° „ - A ' 71, RtO TOT. LD. 40.0 PSF EQN- 9300pS41 l Building Components Group ne. P' e. SQ...... tbyca. ANsiTPl IszFbTeIAILDUR. FAC. 1.25 FROM JTF n P9rTM 32837 TPI cp,nt nyNTGA bn tyOrlando FL FL CO\ 0278 cc - .a 04/(8/20l4 SPAC I NG 24.0" JREF- 1V5N6666ZO4 20166-J. Gutierrez - McCann Addn -- 1700 Forest Drive - M1) Top chord 2x4 SP_#2_13B Bot chord 2x4 SP_#2_13B :B2 2x6 SP_#2_13B: Webs 2x4 SP #3 13B Lumber grades designated with "13B" use design values approved 1/30/2013 by ALSC Max JT VERT DEFL: LL: 0.10" DL: 0.16". See detail DEFLCAMB0813 for camber recommendations. Roofs incorporating this truss require consideration for ponding design by Building Designer. 2X4 Ill THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. 139 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP C, wind TC DL=4.2 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. Bottom chord checked for 10.00 psf non -concurrent live load. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. 3X6(R) ill 3X4(Al ) 2-1-0---J 13-3-0 Over 2 Supports R=647 U=262 W=7" RL=-52 L-2-0-0---J R=658 U=257 W=8" i 0-7-8 T + 8-0-0 Design Crit: FBC201ORes/TPI-2007(STD) PLT TYP. Wave FT/RT=20%(O%)/O(0) 13.01.0 0 QTY:1 /FL/-/4/-/-/R/- Scale=.375"/Ft. WARNING" READ AND FOLLOW ALL NOTES ON THIS SHEETI . TC LL 20.0 PSF '1N90RTANT'• FURNISH THIS DESIGN TO ALL CONTRACTORS INCLUDING INSTALLERS og _. • /A- REF R6666 - 18561 sl IH R C P"111 S Y I R .TCA) SF' ?' ?g TC DL 10.0 PSF DATE 04/18/14 P y q 8C51. No. 22839 a Q, ,n, T a, . _ BC DL 10.0 PSF DRW HCUSR6666 1a1oa1os g SCSI r 810ne3. OT • ALP I NE -- IT. e a R C G «.° (ITNHCG) pa y o y BC LL 0.0 PSF HC-ENG SSB/WPF J Y u o 0.NS4/TP 9 9 • • if 9 0 . .. PPP Y P s c P l •. 60A Z A` , TOT. L.D. 40.0 PSF SEQN- 419288 f Building components Group ne. T ,,,4Ab,CO°Y e„d e _ vrt9 9 ," FS••RtO DUR. FAC. 1.25 ch13Na<, f l ..;zss7 ANSI//TPI , Se. 2 "`F ; e , Y . TH, ;°n s/ONpI FROM JTF TPI g' r `A FL C'(')A #U 278 ccSPAC I NG 24.0" JREF- 1 V5N6666ZO4 rN THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR, kculoo-j. uurierrez - mc,,ann Hoon -- Iiuu rorest urlve - m[) Top chord 2x4 SP_#2_138 :T3 2x4 SP_#1_138: Bot chord 2x4 SP #2_13B :62 2x4 SP_#1_13B: B3 2x6 SP #2 139: Webs 2x4 SP #3 13B :W4 2x4 SP #2 13B: Lumber grades designated with "136" use design values approved 1/30/2013 by ALSC Left end vertical exposed to wind pressure. Deflection meets L/240 criteria for brittle and flexible wall coverings. a) Continuous lateral restraint equally spaced on member. Bottom chord checked for 10.00 psf non -concurrent live load. Calculated vertical deflection is 0.35" due to live load and 0.68" due to dead load at X = 24-8-11. 2X4 III 3X5= 6X12= Negative reaction(s) of -539# MAX. (See below) from a non -wind load case requires uplift connection. 139 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 4.50 ft from roof edge, RISK CAT 11, EXP C, wind TC DL=4.2 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. Max JT VERT DEFL: LL: 0.41" OL: 0.68". See detail DEFLCAMB0813 for camber recommendations. Roofs incorporating this truss require consideration for ponding design by Building Designer. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. Left bottom chord exposed to wind. 0-7-8 If T + 8-0-0 6X12 = 3X4 III " 6X12 = 2X4 III H0510 = 3X5(Al ) o- 7-11-0 31, 24-8-0 I -0-10 1 Ez 32-7-0 Over 3 Supports R=-540 Rw=129 U=246 W=2" R=866 U=316 W=8" RL=51/-171 R=2249 U=682 W=8" Design Crit: FBC201ORes/TPI-2007(STD) PLT TYP. 20 Gauge HS,Wave FT/RT=20%(O%)/O(0) 13.01.0 ^1 QTY:12 FL/-/4/-/-/R/- Scale=.1875"/Ft. WARN ING•• READ AND iALL NorON THIS SHEET GN ,00 V (•/ 6_ TC LL 20.0 PSF REF R6666- 18562 lNpoRFANT iURNCSNTHISoE5TontlCCHITCONTRACFORSiNiNCLGfOfNGINSTALLERSRS f(•`, •C,.,• •• i.`O T 9 b ,q rg n 4. 9 4. R. IVG S B 5! < B 9 «« 5 r T ! n Y CA) ` v lC''• TC DL 10.0 PSF DATE 04/18/14 q s W r 9 BC$ n " n Y "« a Nb.22839 a a. ax•Ir.q,d , •.... ".. o, BC OL 10.0 PSF DRW HCUSR6666 14108110 c b9 6e 8e5 83. 61 fi o Pn ALPINE BC LL O.O PSF HC-ENG SSB/WPF i f.. .. 8 Capo G f ( TWBCG) E ANS i /TR I n, na "a. F — AnnYn a TOT. LID. 40.0 PSF SEQN- 580187 f Budding ComponentsGroup ne. n y gy r - .9, da y , y aRl DUR. FAC. 1.25 FROM JTF To Orlando FL, 32837 r,ro v ,v e, w•-SIIrt S z. c" r Tm' 3ab FL C' o278 cc •....,. aaaofRl v-acc , e.xq. TRI .cut _L —, rTrA SPACING 24.0" JREF- 1V5N6666ZO4 THIS OWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. LUlbb-J. UutlerreZ - NICL,ann Ftddn -- IIUU tOrest Ureve - M3 Top chord 2x4 SP#2_13B Bot chord 2x4 SP_#1_13B :B2 2x6 SP_#2_13B: Webs 2x4 SP #3 13B Lumber grades designated with "13B" use design values approved 1/30/2013 by ALSC Left end vertical not exposed to wind pressure. a) Continuous lateral restraint equally spaced on member. Bottom chord checked for 10.00 psf non -concurrent live load. MWFRS loads based on trusses located at least 7.50 ft. from roof edge. i 2-4-3 j PLT TYP. 20 2X4 ill 5X5= 20-8-0 Over 2 Supports R=821 U=230 W=8" RL=-67 139 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 9.00 ft from roof edge, RISK CAT II, EXP C, wind TIC DL=4.2 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. Max JT VERT DEFL: LL: 0.40" OL: 0.60". See detail DEFLCAMB0813 for camber recommendations. Roofs incorporating this truss require consideration for ponding design by Building Designer. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. Design Crit: FBC201ORes/TPI-2007(STD) HS,Wave FT/RT=20%(O%)/O(0) 13.01. WARN IMG" READ AND FOLLOW ALL NOTES ON THIS SHEET! IMPORTANT" FURNISH THIS OESIGN TO ALL CONTRACTORS INCL LZING INSTALLERS. Trusses repo ira a einq, ring, p„g, in. ng a ing. Roleracecsl (e.. ^s Cone s r y I y TPI wrcny yan I nP ^9 ne I Y 9 Pe BC11. sn M rv,s P vesa oPa Y T a ProParly . ng,a o , n.y. Loa or as ........ rote mine. or . Hale na a oraa ,nq n<eslaoa Par Resl soae on. Rs.aeroor RTG,nas »Paliann,o. ALP I NE — — ITY Bn CoaPono Group I 0TM$CG) 1n I nac ra Pan,:N,a rer any ae ,arien Y,n Tni ae any fa acre ce tw na Ue cross in con ror sanca rien ANSVTPI 1. or ror nnnaii.g, sn,PPing ins[aiiacr Dc un R r ng. 004 Z ruf A , a g o Rag nown^9. a ccep. P p npIBuildirtpComponentsGrouprtc. ro.Po„t,P,„cy x y r 4g Tna +t ,c.y a .,yn r . anyuiTan, to ., Orlando FL, 32837 " n<Y or ee nngToea:y..ar PP aNsSiTP I s z. For y -. T , gonoral .w page; ITW BCG: rbcgcaa; TPI a orq. MTCA: FL COA 90 278 ce g No.22839 0-7-8 8- T 3X6 (A1) R=954 U=337 W=8" QTY:4 FL/-/4/-/-/R/- TC LL 20.0 PSF TC DL 10.0 PSF BC DL 10.0 PSF s BC LL 0.0 PSF TOT.LD. 40.0 PSF DUR.FAC. 1.25 SPACING 24.0" Scale=.3125"/Ft. REF R6666- 18563 DATE 04/18/14 DRW HCUSR6666 14108111 HC-ENG SSB/WPF SEQN- 580143 FROM JTF JREF- 1V5N6666ZO4 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. 20166-J. Gutierrez - McCann Addn -- 1700 Forest Drive - M4) Top chord 2x4 SP_42_13B Bot chord 2x4 SP_#2_13B Webs 2x4 SP_N3_13B Lumber grades designated with "1313" use design values approved 1/30/2013 by ALSC Left end vertical not exposed to wind pressure. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. 2-4-3 2X4 III 139 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT If, EXP C, wind TC DL=4.2 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. Bottom chord checked for 10.00 psf non -concurrent live load. 4X5(R) Ili 3X6III R=418 U=118 W=8" RL=-40 10-7-0 Over 2 Supports 2-1-0 -I R=555 U=232 W=7" Design Crit: FBC201ORes/TPI-2007(STD) PLT TYP. Wave FT/RT=20%(O%)/O(0) 13.01.0 WARNING" READ AND FOLLOW ALL NOTES ON THIS SHEET! V / IMPORTANT" FURNISH THIS DESIGN TO ALL CONTRACTORS INCLUDING INSTALLERS. T ressoa roguire a e in fab ci nC hanOt S ipPing. rnacat ing an WTCA) Refer C ` ;I•SarrBGSI (Bui Jng CaeponenC 5a racY tnfar.acian,tby TPIbanOaWTCA) a<y '• r,aoe <e Po s uYs ,on.. I ,. oo po r ,q r acst DprdIF No.22839 s V P Par tya feg a Loc c shown o DD n n. taco t rescra nC R wa c ng a RD BCSI 83. 87 b, BIG. ppe ALP I NE Iry B ,, Cbwpenan G P I (ITYIBCG) Pn y D ANSI/TPI t t y on gn TE OFTPngpp' g y P Pa. bo cbe i k c ng.. Y60A Z - a P Do A V I Building Components Group ne. 4,b Pg n,,' ' r .Want aD e a ""' 'ng a •, 40RI©,. P Y f s9 t Y 'a g o Ia71 0 FL, J2gi7 espon.. bIiey o ne Buttn,ng Designer PDr ANSI//TPI I— ^2.o Fo ww ax rrd a .. T is loe!s SS/pNAI gcneratnosDagD; ITN-BCG cwbc4.c TPI cPtnsc org: WIGA u. cry c FL COA 90 279 cc — erg OTY: 3 FL/-/4/-/-/R/- TC LL 20.0 PSF TIC DL 10.0 PSF BC OIL 10.0 PSF F BC LL 0.0 PSF TOT. LD. 40,0 PSF T DUR. FAC. 1.25 SPACING 24.0" Scale=. 5"/Ft. REF R6666- 18564 DATE 04/18/14 DRW HCUSR6666 14108112 HC- ENG SSB/WPF SEQN- 419305 FROM JTF JREF- 1V5N6666ZO4 n ter ta Y De `` eC -_iCr O r, amr,er ay be c ill into trusses to compensate = Spar, of Tri,iss (inches) cr `e vert cal deflection that results from the D = Depth of Truss at Deflection Point (inches) appi cation of loads. P-owding camber has the Recommended Truss Deflection Limits lps ',o ensure level ceitings and floors after read loads are applied. Truss Tope L/D Deflection Limits ales drainage to avoid ponding on flat or Live Load Total Load aw stops roofs. Pitched Roof Trusses 24 L/240 (vertical) L/180 (vertical) Compensates for different deflection Floor of Room -In -Attic 24 L/360 (vertical) L/240 (vertical) characteristics between adjacent trusses. Trusses M:(roves appearance of garage door headers Flat or Shallow Pitched 24 L/360 (vertical) L/240 (vertical) and other tong spans that can appear to 'sag." Roof Trusses avows 'd, s" it roof ridgelines at the transition ryes dental Floor Trusses 24 L/360 (vertical) L/240 (vertical) fror the acie to adjacent clear spar trusses with ANSI./TPI 1 the Building Designer, Commercial Floor Trusses 20 L/480 (vertical) L/240 (vertical) r „_orda^ce L r r re S rU lion Documents, shall provide the aid magnitude of a;L loads attributable Scissors Trusses 24 0J5" (horizontal) 1.25" (horizontal? flow' may occ:,r due to she design of she root --- dra+rage syster the Building Designer shalt also specify Truss Tyoe Recommended Camber any u ;a oaa, . ve load, and in-serv!ce Creep deflection cry feria or low -slope roofs subject -to r: o podsng Itched Trusses 1.00 x Deflection from Actual Dead Load Sloping Parallel 1.5 x Vertical Deflection from The a o.Jrt comber is dependent on the truss type, Chord Trusses Actual Dead Load spar a31,K) aZien, etceteras. Floor Trusses (0.25 x Deflection from Live Load) + More res -,r olive limits for nilowabte defieetien and Actual Dead Load s':e:^de-ress . otio (LID) may be repaired to netp ccr v ar titer:. 'tat Roof Trusses 0.25 x Deflection from Live Load) + 1.5 x Design Dead Load Deflectior) he cJy _ tables are provided as guidelines for mi+lr da Incticr and estimating camber. Corditicns or un Note: The actual dead load may be considerably less tha codes may exist that require exceeding these the design dead load. ec,^,"" r.ei^Pat.Ons, or past experience may warrant using more szrin4er: ! • itat,ors. YARN kG.. . READ AND f[LLdV ALL N7TES ON THIS DPAWIN 1 r B SAI3 {t#tN1S THIS DRAWING T^u ALL C ?RAC1ORS iNCLJD3NG THE. iriSTAL ERS. 'EQ lS REF DEFs E/aNip a. e* {obr,cat:ng, h nd` g, snpp,ng s i"' nd c,rg. R FPr to `{ !'' DATE 8/2/k3 Kt` r••CC.....I. fDlY .PSt dt n of BL$I BUitlu^g CDnppn t $ fpfy $ £ 2n, by TP nd CBCA1 FDr SGfpty V ••` CG Ns•••• T[Wpntl.Kes I YD o. for g np fi{n ,—S i t 11. s Shp- 11D ids t p y b G p , BC$i. VVV f .• 11-1 notetl Otn. SP L.I ", Shall ha P D DCP iy tYOChptl si uCt ! shp IKng a d bOtton : GGG DRWG DEFLCAMB0813 nDrd .11° No.22839 h p p ty t C tl g+ -AiIQ Lo< sn0 f n T t t pstrato of .ebs snowh6rgtadpBLS? f B3 87 B70 ppC.. ti an 'y plo Yes to h £ace of . rUss and G "i- ++ as n n above and on the .jI't Deiads, v Iess noted the - se 8u9d..g Comp- eitts Gfoup Inc. 7efer to d.a.:rgs 76CA Z fo. stondo.d Wate positpns. TV BiddK.g Co,pcnents Grpyp inc. shotl r.ot be respcnsibte £o. or+y devrot;an Fran, th=s dro:"g, any e t I— the t s f .na "th ANS /TPI 7, or {Dr hanW++g hpD g t tt tlon S : OF o• g f t a e th" tl g g l tt+g t uS d " g : tl of cceptence Df pr e g g p b+t"Yy S.i.ly ro, the d gn h The t b",ty o{ this Oj( •••OR`Q •••' dr g rOlO1YttthPPbTtyoftheBad+ng D Qn p ANSI/TPI . Sec 2 s t ee thbalnotenN2bs"t Earth City, k10630467CVBCGws`t+bc TP7 . / g 0 S/ p ~ gcD++, .expms..Crg; SBLA. . .sbeM,.s Yryarq; iCC . sa Fpp+,y 04/18/2014 CLR Reln'orcirlg aetoi( IS to be used when a Continuous Lateat Restraint (CUR) sr,Pr,riPcl or a -truss oIpsign but an alternative web re,nFc,cemen-. metrcoi is oles'=recl Notes: T's O'etaii is OriY CPPk1C0b!e For Changing the specified CLP ShCar- or single ply sealed designs to T-reinforcement Or or scab reinforcement specified in Chart betow may be conservative. For nt"Mum alternative reinrcircement, re -run design with appropriate renForCenent type Ieb C;-R Alternative Rqinforipceripnt Sze Restraint T-or L- PeinfScab Re(nf' 2x3 or 2x4 1 row 2x4 2X3 or 2x4 2 rows 2)(6 2-2x4 2xS I row 2x4 2 x 6 EX6 2 rows 2X6 2-2x4(.+) 2. 6 1 row 2x6 I-2X6 2 x B 2 rows 2X6 2-2x6(w) I [ or scab to oe same species and grade or better than web member unless specified oti- e'&:se on E,-inee"s seated design. A) Center scab on wide Face of web, Apply (]) scab to each Ce of web Ivilem6er- Su6stitution Pere orcer ent 0 r T -Peinf, L - Rein rorc erient: or Apply to either side of web narrow Face. Attach with 10ol (0128'Y3,0',min) nails at Reinforcing nember is Q minimum 80% of web 1' ember l"q+ SC04-- Pei- orc: erner t Apply scaos) to Naie face of web. NO ' nore than rD scab per face. Attach with 106 (0;28'x3D%m-r) nails at 6' o C ;; e roc,,g member :s a minimun 80% of web member length. Scab WARN1WY- KAD MD FOLLOW ALL WTE DRAV!Nr CONTRSOt4TMISTC LL PSF —IMPOPTANT— rLOMSk TRZS DRA'JtW TC ALL ACTEWS 104CLUDIN, T-C MSIALLUM REF CLR Subst, 1- b,-' s P.- to P 0C, ( B td g C t SOrely by 4P: 014 SECA) For S*Pty 11.t of ...... TC DL PSF DATE 8/15/13 rZIR f-t- ."tt A.-r-Y _-9 ' BCS1 EN C d t - oIo-iY 41-c"o st—t—t .—t-0 V dolo-( Y 0-c"O Vd CeA-'S L-t — for --- Iot-tt -.-t of .bs BC DL PSF DPWG ERCLBSUROM I bra — 'o" .per BCS —1— 93, 37 o, 910, GS GM:-W0 Apply tat— to ocK ro- Po.' — . 7— .2.1 rd — -, J—I -t.. J N0.22839 T[W N-? 16OA-Z o, Sto—j-0 CA.tt_S1_ BC LL PSF tTV q .' t. G' I- '"k I- I- -Y -- t- I- o-g' B.,Id..g Components Group 1- to " 4 t" I— -f-e 'th %Kl/lpf f.4- ro, T OT LD PSF z 'C , 1 -11, E OF AonSIaAIty swety fo, t" StQ S*_ T" wt*,'Y 4 — 0; t s 1 -9 E t- - t.. Job'. -1- 0.g' -0 t g' t $q D-9- ANSI/M $ UP, FAC. ro, Earth Cay, MO 63045 ITWRCG .... 1.bCg-' TPI .. tp-.'_G SBC. [CC AM,; . SPACING Ijam1404/ 18/2014 CUSTOMER TO VERI TRUSSES STUBBE AT HIGH HEELS FOR PLYWOOD BERM BY BUILDER TOP AT 8'-0" OVERHRNG FRAMING BY BUILDER CUSTOMER TO VERIFY: NEW ROOF TRUSSES DO NOT INTERFERE WIT[ EXISTING ROOF TRUSSEI CUSTOMER TO VERIFY: PITCH = 1/12 HEEL = 7 1/2" O,.H. = 24" GABLE NOT DROPPED FOR RECORD COPY OUTLOOKERS DUE TO ENGINEERING FEESIBILITY, A f m „;) ;-0A Y,_ §n A F .` AL TRUSSWOOD RooF & Floor Trusses 3620 Bobbi Lane P. O. Box 5366 Titusville, FL 32783- 5366 Of Fi ce: (321) 383-0366 Fax : (321) 383 -0362 E-Noil: JESSFCTRUSSWOOD.NET WWW:WWW. TRUSSWOOD.NET JORGE GUTIERREZ McCANN RDDITION 04/18/ 2014 20166 BUILDERS WARNING* THIS LAYOUT IS FOR PLACEMENT OF ENGINEERED COMPONENTS. FOR ERECTION AND INSTALLATION TEMPORARY AND PERMANENT) FOLLOW INSTRUCTIONS ON BCSI-B1 SUMMARY SHEETS AND FINAL ENGINEERING SHEETS FOR EACH TRUSS. SEE FINAL ENGINEERING SHEETS FOR NUMBER OF GIRDER PLIES, CONNECTIONS, WEB CONFIGURATIONS, BRACING, TRUSS SPACING AND REACTIONS. ALTERATIONS RND/ OR REPAIRS TO TRUSSES MUST BE APPROVED IN ADVANCE BY OUR ENGINEERING DEPARTMENT. BRCKCHRRGES WILL NOT BE ACCEPTED UNLESS OUR ENGINEERING DEPARTMENT APPROVES THEM IN ADVANCE. ALL PLANS ARE NOT TO SCALE. DO NOT SCALE ANY PLANS, IF DIMENSIONS ARE MISSING OR ARE UNCLEAR, PLEASE CALL THE OFFICE TO GET THE DIMENSION. LORDING: WIND SPEED: SPACING: DRRWN BY: PITCH: OVERHRNG: CANT.: BEARING SIZE ( s) : SOURRE FT.: WALL HEIGHT ( s) : 20+10+ 10 = 40 PSF. 139 MPH, ENCL. "C" 24' Jessica Frazier 1/12 24' N/ R 3", 8' 1,117 S.F. 8'-0" I MNitYHNNE i URbEf SEMINLL,E GUUM(Y THIS INSTR MENT REP EDGY: CLERK OF CIRCUIT COURT & COMPTROLLER Name: -f ' - BK 08311 Pg 1009; (1pg) Address: c; A 41 2.L— -- CLERK'S # 2014087558 RECORDED 08/11/2014 10:29:42 AM NOTICE OF COMMENCEMENT RECORDING FEES 10.00 RECORDED BY H DeVore State of Florida County of Seminole Perot Number: Parcel ID Number: The undersigned hereby gives notice that improvement will be made to certain real property, and in accordance with \ Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. DESCRIPT N OF PROPERTY: (Leal description of the property and street address if available) T Z2o U I I GENERAL DESCRIPTION OF IMPROVEMENT: l tcet OWNER INFORMATION- qn Name: i 'hz // Address: OC' Jr, -es i r`t -r> * cl .- Fee Simple Title Holder (if other than owner) Name: CONTR/ Name: Address: Persons within the State of Florida Designated by Owner upon whom notice or other documents may be served as provided by Section 713.13(1)(b), Florida Statutes. Name: Address: In addition to himself, Owner Designates of To receive a copy of the Lienor's Notice as Provided in Section 713.13(1)(b), Florida Statutes, Expiration Date of Notice of Commencement (The expiration date is 1 year from date of recording unless a different date is specified) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART 1, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION, If: YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Under penalties of perjury, I declare that I have read the foregoing and that the facts stated in it are true to the be t of my knowledge and belief. T Owner'sSignature Owner's Printed Name Florida Statute 713.13(1)(9): " The owner must sign the notice of commencement and no one else may be permitted to sign in his or her stead." State of 1 t C `fit Countyof " The foregoing instrument was acknowledged before me this rr t` day of M 20 , 1 by _ - t_ i l It-li"1. Who is personally known to me l Name of person making statement OR who has produced identification type of identification produced: 0`'" rP``: RHONDA DYER MY COMMISSION #FF119988 1 r' ti Notary EXPIRESSeptember29, 2014 Signature 407) 3se-Q153 FlotidallotaryService.COm CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: — ` Documented Construction Value: $ Job Address: 1 % ' ,l Historic District: Yes No Parcel ID: 3 4 —3-2-q ,% q 61 Zoning: Description of Work:-j Plan Review Contact Person: Title: Phone: Fax: E-mail: Property Owner Information Name 5 ,,r t ` c ee C' .) Phone: Street: ,[ Tc7f'3`/ Resident of property? : eS City, State Zip: S';,, a/6' 32,27) Co p tractor Info r ation Name A"> j 't1 ./lJ f'Cr)' 0-13 1 XUJ) Phone: j 77 Street Z20 ?, ^O .nit . e (l e q -e Fax: City, State Zip: 3 2. % 3 Y State License No.: _ /= C y Z % 1 7 19 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 Plumbing [ New Service — No. of AMPS: New Construction - No. of Fixtures: 91 Mechanical ( Duct layout required for new systems) Fire Sprinkler/Alarm No. of heads: Shall be inscribed with the date of application and the code in effect as of that date (Code 2010 FBC) 731.135(5)(6) Florida Statutes. REV 07.14 Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee. A copy of the executed contract is required in order to calculate a plan review charge. If the executed contract is not submitted, we reserve the right to calculate the plan review fee based on past permit activity levels. Should calculated charges exceed the documented construction value when the executed contract is submitted, credit will be applied to your permit fees when the permit is released. 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: ENGINEERING: COMMENTS: Si nature of Contractor/Agent Date PrmtPnnt Contractor/Agent's Name UTILITIES: FIRE: C)e d b 0E66lE BLAN1 ON Rrt Notary Pubiie - State of Florida tFfil My Comrn. Expires Feb 25, 2015 Camrnission # EE 60182 Bonded Through National Notary Assn. Contractor/Agent' is Personally Known to Me f Produced ID Type of ID WASTE WATER: 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 ffulffloom ANTHONY PETRAS State Certified Electrical Contractor 59 Azalea Road Debary, Florida 32713 License #ECO002753 7-31-14 McCann Residence, Sanford Florida Existing load Calculations; General load 1100 square ft. at 3va 2 20 amp appliance@1500each Laundry circuit Range Water heater Dishwasher Clothes dryer Total FirstlOkva @ 100% Remainder(18900) @40% Total AC Load (100%) Total Phone #386-668-861 3300va 3000va 1500va 11,400va 3500va 1200va 5000va 28900va 10000va r 7920va ANFO D 17920va 5920va 23840va 23840va /240 volts 99.33 amps WA I co E cn C) 71 Product Approval Specification Form Permit # 6 2 0 Project Location Address "IA-1v C 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.floridqtoging.org. The following information must be available on the jobsite for inspections: 1. This entire product approval form 2. A copy of the manufacturer's installation details and requirements for each product. Category / Subcategory Manufacturer Product Description Florida Approval # include decimal) 1. Exterior Doors C", Swinging Sliding Sectional Roll Up Automatic Other 2. Windows Single Hung CA),1- Vx i06 to- Ou o C i '7 6-4 0'fit t2tl2.7() - (2-1 Horizontal Slider Casement Double Hung Fixed Awning Pass Through Projected Mullions Wind Breaker Dual Action Other June 2014 Category / Subcategory Manufacturer Product Description Florida Approval # including decimal) 3. Panel Walls Siding Soffits L142- vv Storefronts Curtain Walls Wall Louver Glass block Membrane Greenhouse E.P.S Composite Panels Other 4. Roofing Products Asphalt Shingles Underlayments Roofing Fasteners Nonstructural Metal Roofing Wood Shakes and Shingles Roofing tiles Roofing Insulation Waterproofing Built up roofing System Modified Bitumen I =w 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 up 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 7Applicant's Name 4- Please Print) June 2014 Florida Building Code Online Page 1 of 5 BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats & Facts Public Busines Product ApprovalPrOfessinalUSER: Public User y7Wii > > &RR,iIts7,LigA,. > Application Detail FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Referenced Standard and Year (of Standard) FL15180 New 2010 Approved Plastpro Inc. / Nanya Plastics Corp. 5200 W CENTURY BLVD. LOS ANGELES, CA 90045 440)969-9773 Ext16 rickw@rwbldgconsultants.com Vivian Wright rickw@rwbidgconsuitants.com Scott Johnson 5200 W Century Blvd. Los Angeles, CA 90045 440)969-9773 Ext18 scottjohnson@plastproinc.com Ron O'Connell 5200 W Century Blvd. Los Angeles, CA 90045 440)969-9773 Ext16 ronoconnell@plastpro.com Exterior Doors Swinging Exterior Door Assemblies Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Lyndon F. Schmidt, P.E. PE-43409 National Accreditation and Management Institute 12/31/2014 Ryan J. King, P.E. Validation Checklist - Hardcopy Received Standard ASTM D1929 ASTM D2843 ASTM D635 ASTM D638 Year 1996 1999 1998 2003 http://floridabuilding.org/pr/pr_app_dtl,aspx?param=wGE V XQwtDgsidcHd6ieP8HCL WJ... 7/ 10/2014 Florida Building Code Online Page 2 of 5 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products Go to Page a ASTM E84 ASTM G26 TAS 201, 202, 203 Florida Licensed Professional Engineer or Architect F- , L15,180 0 E Liv of STANDARD , a,f Method I Option D 02/07/2012 02/26/2012 03/05/2012 04/03/2012 2005 1995 1994 0 0 Pagel/ 20 0 FL * Model, Number or Name Description 15180.1 a. Smooth/Wood 6-8 "Impact" Glazed Fiberglass Single Door - Outswing (X Grain/Rustic/Mahogany Series N Configuration) Fiber lass Door Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL1 101riT12If 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: N/A Evaluation Reports Other: See INST 15180.1 for Design Pressure Ratings, any additional use limitations, installation instructions Created by Independent Third Party: Yes1andproductparticulars. 1 15180.2 b. Smooth/Wood 6'8 "Impact" Glazed Fiberglass Single Door with "Impact" Grain/Rustic/Mahogany Series NIFiber Sidelite - Outswing (OX or XO - Configuration) lass Door Limits of Use Installation Instructions Approved for use In HVHZ: Yes F L 0,1FS( 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: N/A Evaluation Reports Other: See INST 15180.2 for Design Pressure Ratings, FLI any additional use limitations, Installation instructions Created by Independent Third Party: Yes and product particulars. 15180.3 c. Smooth/Wood 68 "Impact" Glazed Fiberglass Single Door with "Impact" Grain/Rustic/Mahogany Series N SIdelites - Outswing (OXO - Configuration) FiberlassDoor Limits of Use Installation Instructions Approved for use In HVHZ: Yes Q, 1 Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes I Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15180.3 for Design Pressure Ratings, E_LJ,5j_qQ_R_Q A_FEVA.L_15_1_QLl jf any additional use limitations, Installation instructions Created by Independent Third Party: Yes and product particulars, 1 15180. 4 Id. Smooth/Wood 6'8 "Impact" Glazed Fiberglass Double Door - Outswing Grain/ Rustic/Mahogany Series N XX - Configuration) Fiber lass Door 1 Limits of Use Installation Instructions Approved for use In HVHZ: Yes 11 In A.,kot 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: N/A Evaluation Reports Other: See INST 15180.4 for Design Pressure Ratings, any additional use limitations, installation instructions Created by Independent Third Party: Yes and product particulars, 1 http:// floridabuilding.org/pr/pr—app_dtl.aspx?param=wGEVXQwtDqsidcHd6ieP8HCLWJ... 7/10/2014 Florida Building Code Online Page 3 of 5 15180.5 e. Smooth/Wood 6'8 "Impact" Glazed Fiberglass Double Door with Grain/Rustic/ Mahogany SeriesiFiberglass Impact" Sidelites - Outswing (OXXO - Configuration) Door Limits of Use Installation Instructions Approved for use In HVHZ: Yes FU5. 1 N-AQ.-A-ta 511 510-5-12-oi 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: N/A Evaluation Reports Other: See INST 15180.5 for Design Pressure Ratings, any additional use limitations, Installation Instructions Created by Independent Third Party: Yes and product particulars. 15180. 6 f. Smooth/Wood Grain Series N 8'0 "Impact" Glazed Fiberglass Single Door - Outswing (X Fiberglass Door Confl2uration) Limits of Use Installation Instructions Approved for use in HVHZ; Yes FI-151 0 R Ir st 1 180 6, f 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: N/A lEvaluation Reports Other: See INST 15180.6 for Design Pressure Ratings, I 11 F .15 #Q , _ __ 0 1fL_ L,15 any additional use limitations, installation instructions Created by Independent Third Party: Yes and product particulars. 1 15180. 7 g. Smooth/Wood Grain Series N 8'0 "Impact" Glazed Fiberglass Single Door with "Impact" Fiber s Door Sidelite - Outswing M or XO - Configuratio Limits of Use Installation Instructions Approved for use in HVHZ: Yes FIJ,5j,} R_Q_, i,,j 3,1 _,LLjL _ 15,1 Q , ___ 101 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: N/A lEvaluation Reports Other: See INST 15180.7 for Design Pressure Ratings, I FL,1518 - 0 RO - AE EV - A , L 15,L-Qt any additional use limitations, installation instructions Created by Independent Third Party: Yes land product particulars. 11 15180. 8 h. Smooth/Wood Grain Series N 8'0 "Impact" Glazed Fiberglass Single Door with "Impact" FiberlassDoor Sidelites - OutswInOXO - Configuration) Limits of Use Installation Instructions Approved for use In HVHZ: Yes Li5j-N-R-Q-U —10-5&15 1KA44t 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: N/ A Evaluation Reports Other: See INST 15180.8 for Design Pressure Ratings, FL -0 , _ yAt,_J' 15 j --4— KQ _& E any additional use limitations, installation instructions Created by Independent Third Party: Yes and product particulars. 15180. 9 I. Smooth ( Wood Grain Series N 8'0 "Impact" Glazed Fiberglass Double Door - Outswing Fiber lass Door XX - Configuration Limits of Use Installation Instructions Approved for use in HVHZ: Yes FLI__toQ t:L- 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: N/A lEvaluation Reports Other: See INST 15180. 9 for Design Pressure Ratings, f 11 1 G RCl_AE any additional use limitations, installation instructions Created by Independent Third Party: Yes and product particulars. 1 15180.10 JFiber Grain Series N 8'0 "Impact" Glazed Fiberglass Double Door with lass Doar Imeact" Sidelites - 0utswInOxxo - Configurat!2p)_ Limits of Use Installation Instructions Approved for use In HVHZ: Yes LL11 1UN-M 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: N/A Evaluation Reports Other: See INST 15180.10 for Design Pressure Ratings, F 5j,t Q_Kq _L q --k Q any additional uselimitations, installation Instructions Created by Independent Third Party: Yes land product particulars. 1 15180. 11 68 "Impact" Opaque Fiberglass Single Door - Grain/Rustic/Mahogany Series N Inswing/Outswing (X - Configuration) Fiber lass Door Limits of Use Installation Instructions Approved for use in HVHZ: Yes F 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. N/A Evaluation Reports Other: See INST 15180.11 for Design Pressure Ratings, EL-A.5 any additional use limitations, installation instructions Created by Independent Third Party: Yes and product particulars. http://floridabuilding. org/pr/pr_ app_dtl.aspx?param=wGEVXQwtDqsidcHd6ieP8HCLWJ... 7/10/2014 Florida Building Code Online Page 4 of 5 15180.12 I. Smooth/Wood 6'8 "Impact" Opaque Fiberglass Single Door withAFiberGrain/Rustic/ Mahogany Series N Impact" Sidelite - Outswing (OX or XO - Configuration) lass Door Limits of Use Installation Instructions Approved for use In HVHZ: Yes Fi, 15-0 Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: YeslEvaluationDesignPressure: N/A Reports Other: See INST 15180.12 for Design Pressure Ratings, EL151B-Q RQ F :)LAL,151 pdf any additional use limitations, Installation instructions Created by Independent Third Party: Yes and product particulars, 151110*13 6'8 "Impact" Opaque Fiberglass Single Door with Grain/Rustic/Mahogany Series N Impact" Sidelites - Outswing (OXO - Configuration) Fiber lass Door Limits of Use Installation Instructions Approved for use in HVHZ: Yes E—L151N-JT-jj- Jjisu-,M All Of 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. N/A Evaluation Reports Other: See INST 15180,13 for Design Pressure Ratings, any additional use limitations, Installation instructions Created by Independent Third Party: Yes and product particulars, 15180,14 n. Smooth/Wood 6'8 "Impact" Opaque Fiberglass Double Door - Grain/Rustic/Mahogany Series NlFiber Inswing/Outswing (XX - Configuration) lass Door Limits of Use Installation Instructions Approved for use In HVHZ: Yes M1 -VLOAI—f I 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: N/A Evaluation Reports Other: See INST 15180.14 for Design Pressure Ratings, rtj'a,Of)--- any additional use limitations, Installation instructions Created by Independent Third Party: Yes andproduct particulars. 15180.15 lo, Smooth/Wood 6'8 "Impact" Opaque Fiberglass Double Door with Grain/Rustic/ Mahogany Series N Impact" Sidelites - OutswIng (OXXO - Configuration) I Fiber lass Door Limits of Use Installation Instructions Approved for use In HVHZ: Yes 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: N/A Evaluation Reports Other: See INST 15180.15 for Design Pressure Ratings, Ft,1 0 - EVAI any additional use limitations, installation instructions Created by Independent Third Party: Yes land product particulars. 15180.16 Grain Series N 8'0 "Impact" Opaque Fiberglass Single Door - Fiber lass Door Inswing/Outswin2 (X - Confl2uration) Limits of Use Installation Instructions Approved for use in HVHZ: Yes It 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. N/A Evaluation Reports Other: See INST 15180.16 for Design Pressure Ratings, any additional use limitations, installation instructions Created by Independent Third Party: Yes 115180.17 lFiber q. Smooth/Wood Grain Series N 8*0 "Impact" Opaque Fiberglass Single Door with lass Door Impact" Sidelite - OutswiN (OX or XO - Co Limits of Use Installation Instructions Approved for use In HVHZ: Yes Pil( 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: N/A Evaluation Reports Other: See INST 15180.17 for Design Pressure Ratings, R_AF any additional use limitations, installation instructions Created by Independent Third Party: Yes and product particulars. 11r. Smooth/ Wood Grain Series N 8'0 "Impact" Opaque Fiberglass Single Door with Fiber lass Door Sidelites - Outswin2 (OXO - Confl2uration) Limits of Use Installation Instructions Approved for use In HVHZ: Yes fAj-5W-0—R-0--LL-j1)1A 11W-Wdtf 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; N/A Evaluation Reports Other: See INST 15180.18 for Design Pressure Ratings, I ftA, 5, WQ-IKQ A KYAL-j-5 09-1-,odf http://floridabuilding. org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqsidcHd6ieP8HCLWJ... 7/10/2014 Florida Building Code Online Page 5 of 5 any additional use limitations, Installation instructions Created by Independent Third Party: Yes11andproductparticulars. 15180.19 s. Smooth/Wood Grain Series N 80 "Impact" Opaque Fiberglass Double Door - Fiber lass Door Inswin /Outswin XX - Confl uration Limits of Use Installation Instructions Approved for use in HVHZ: Yes FUt30 RQ II Ingit__ 5i.J9,2 f 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: N/A Evaluation Reports Other: See INST 15180.19 for Design Pressure Ratings,k 15i$0 RO ? ,E Vet1(,,,P4i any additional use limitations, installation Instructions Created by Independent Third Party: Yes and product particulars. 15180.20 t. Smooth/Wood Grain Series N 8'0 "Impact" Opaque Fiberglass Double Door with Fiber lass Door Impact" Sidelltes - Outswin OXXO - Confl uratlon Limits of Use Installation Instructions Approved for use in HVHZ: Yes 1_R01, II _tn .1, Qm :i24 Approved for use outside HVHZ: Yes Verifed By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15180.20 for Design Pressure Ratings, F1, IL R( F ky&LA j8Q,2 of any additional use limitations, installation instructions Created by Independent Third Party: Yes and eroduct earticulars. Go to Page lii +Ci Page 1 / 2 Back , Next Contact Us :: 1940 North MonrogStreet Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. CCopynoht 2007-2013 State of Florida :: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional 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 emails provided may be used for official communication with the licensee, However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here Product Approval Accepts: http://lloridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsidculd6ieP8HCLWJ... 7/10/2014 c j 3 0 plastpro rr W. CENTURYBLVD.• ' 0s- Smooth / Wood Gram / White Wood Gram Rustic / Mahogany Series N Fiberglass Door INSWING / OUTSWING NON -IMPACT" I. This pM<W has been evduated and b in ooatplW" w4y the 2010 50(do 8yridnq Code Q Stivchxd requicerneryts in&X&V Me't 0 veWy Hunicone Zone• pivt1. 2. Product onetyorssta8 be as fasted and spaced as shown on detcois. Andes embedment to base rraterid shd be beyond wal dressing orshaoco. when coedd. Chtte'MV,.t 2`tlyfs pro{d xt srequired tto/be protected vimon impW rest on 4. when usedin csdas Wtside of ** 1iVW fequirrgwind bome debit protecCon ft pr*Mt is re XW to be protected why on impoot N9dooni a "*V arcs =np%s w m Seckn 16M.12 of the f6C. S For:UOW frame ccrettvdkn, *Xhwbg 0t these eras sh01 be the somas cat shown for 2ubu*mos0ruy ocratrucrot 6 Site corydarans aai demle tom aye detals or this drawing mqute how engeaeeiing onafysab!alicensedw neerorreoOmdord*ect. 7 OvtzwM OWWQVICHM m* waW of afionreqienyeratsfor'Ttc it WkrA*g cOI s do not meet V* wroteriytWaF4n mquirerttertis for the'MVHZ . traswiryg ants stay be ir4foled ** in notWx0das areas oral hotao >'s bcafkx protected by an overhang or ccivW such 2%W aye angle between the efte of OwWy OrOv &"V toss is t=Hion 45 dogimm 7Aarnwc0v8WLw--y 74X' X 914r 2( LW x 617r Gt 50.0 50.0 FL-15220.s 44 41 61 NMOR 44 tz» J yVyC ' 43 43 h S 41 s eaoatzorrrAL CR= sECTrorr ; 351s r tAx 2 1.6 DOOR PANE. WIDTH 67 . 1rr a ss ORF trrovErAu Di-O.wum r i GLASSTHK t/8'TEMPEREOGtASS cor1 d2 AIR SPACE i1 R 69 TMTBWPMGLASS ( kiTHitbR Qc Q r 5m to Gk0@AK MROWARE 0 CMART 6,$ {--122' zr j --- ''-1.37 1 M fL R , d 43 arc €' ztr ta ceadarQ•e 4S _ - d 1 lf!iRENGkRFCfGttR 46 e a IfANNFi[CNa 11lODft o 45 n rV a, Locr- SICOeltiiR SEEM OZ/20/12— KWOM DWSM SKWAIMSM9" save M.M LOM YAtE D OLT m COLLKTION t80 SEi j i LFS vamu c = Sccnw Doom „W d FL-1=0.4 c 9cx -2- or$ o 14tCMiN, c 2d 21 C a z t $ 1 y 3 INTERIOR 40 e. L= D` W 1C EXTERIOR H 11 9 { o 4 4 4 r 3`\ HORIZOMAC CROSS SEC7tON ° f 3 St+owc+wnxse,abuck 1m (Np4 2 c a TL ------ E 2D 21 o INTERIOR 71 8 7 7 8 WTERIOR yt wm i 2 • D x a s' 10 02 20 12 : EXTERIOR 27 ExiERIOR t 1 x ! we .r dK e MOWAL CROSS MMM 4 ew. or. LF5 ; s3 aParo FL-15=4e s arsr a a 6 J C C W g tE3 40 20 T 21 a 40 20 21 EXiFRIOR IFFTERK}R T 4 EXTERIOR INTERIOR 2 VMr.ALCROSSSECTIONVann CROSS SEOTON 6 Shb wiwlixaib buds 4 oppro - ems v v SGERIOR WTEFJOR HTERIOR EVEWOR 40 40 29 30 N r a• a s a a 6', J 1i f 3 1 VEMAL CR= SECDON G a e a a t D W12tV`n.r-a CROSSSEMON w. CPS d 4Figca+RguroBort up: d FL- 15M.4 b bS a 9rtC 4 it tt t I HEAD TYP.FIEAD!(SEEDEfA42 t — i JAMBS MMONRY &JAMBS ! $ MASONRY If cZ3 OPENING — — OPSIMG — a, FRAME — ( ZXBIlOK d I 2X BUCK t INSWING N OUTSWING 11 — r77 TYP. a SILL SEE DETAB.1 e BUCK ANChORM ASTRAGAL Si1tJAM$ FRAMEANCROdNG MNGEJAMS McwM2X be a ovVR;cffon CONCRETE ANCHOR NOTB: 1. Subttdudon of ewid cmxmie arscJcom bom o different A p;wermay have dirawt edge daranee are center cWanee mgvmft vm 2 Concrete anchar tocotiors of d+e Corners may be acftuated to mointoirs the rn». edgo dstonac to mort wpbtx Con into ondw bcotfons noted os TMX. ON CENTER" must bo acOA;ed to motntafn the mm edge defence to mortarAwfz oddbond eoneretc one hm may be axpied to ertssre die naAx ON CE MW dmwaton ore not ecxeeded. a Concrote ondsor treble. ANC/iOiR 7YPi~ 4f1C.'ltd1 SfFE413EDAdff MtN.. ` - 1 fTNi:;GtEARAN A-. p4tA3ONi YE Ad'+NF.CtEAi;k tCE D':'I ADiACArL 4 FClfOR nw I/4' 11-T/4' ELCO VC lANGE DEIAtI. E TZ 0 AVAIL 2 pt ae fa frune osst>own a I tk7Al T WAB.1 ASII A* ftowbollsOt111eftahowboftstImaTRI@1fYOOldd OubvAv) tkwing) i R: I FL—ISM.4 I 1-4 MASONRY Ope** FRAME sm IX BUCK Typ. SILL SEE WIAL I FRAME HINGE JAMS M*VXW lXhick Of 6" COM-10 OnChOU ft— 0 dy(ef-t VVPW MOY have dffer&V edge distaim cnd center domce mWmmsr& Concrete ar4horbooftm at the C&rw may be o*.s'W to nx*)toh ffv "*I. edge distance to morftrjohm cwxyefe cnctwboobw noted as MAX. ON CWW Mat be COAlod to mdMdn the nm. acrq,- ceknoe to m*dnrjotnft, oddr"mi conamte onchom may be rOqured to enaxe the'WX ON C&Oardkrwdon are not exceeded. 3. Gancwe CwKt" tobkL rTw 2-1/2' ELCO 114* 1. W 6* 2-5/8' ..... ... . ....... .. . .. 2-Ifi4 LATCH & DEAD SWDETAI 72 s4iae to Alloll, W" 0 asstimm mb 02VW112 Owr. ve XWAXI J'sA= throw bob WAX A==r W. W. ifVGStlOtd __ I*J FL- 1 5=4 n j$ TYP. x se Jg e 1 QS 0.S go Q2, s 3X T g 7i nV rr2s F9JS rT W-W W.7 VJss AsrOr.,gst7tEw IACAr W i S a 0 c i ' d N r f 00.r6r 1 2 S e r a n orr• n oopsbatam o= 12 bary saw M.7S boMom>haph t.st4' o.e sr: A LFs a Doom *M c FL-1522a,4 « a R W R W Building Consultants, Inc. Bi Consulting and Engineering Services for the Building industry P.O. Box 230 yalrico. FL 33593 Phone 8 t 3.659.9197 Florida Board of Proresslonal Engineers Cenificate of Authodution No. 9913 Product Category Sub Category Manufacturer Product Name Swinging Plastpro Inc. Smooth / Wood Grain 1 White Wood Grain Exterior Doors Exterior Door 6200 W. Century Blvd, Rustic / Mahogany Assemblies Los Angeles, CA Series N fiberglass Door Phone 440.989.9773 Inswin iOutswin - "Non -Impact" Scope: Product Evaluation report issued by R W Building Consultants. Inc. & Lyndon F. Schmidt, P.E. (System ID # 1998) for Plastpro Inc., based on Rule Chapter No. 9N-3, Method 1D 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 Limitations: manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. 1. This product has been evaluated and Is in compliance with the 2010 Florida Building Code structural requirements Including the "HighVelocityHurricaneZone". 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressingorstucco. 3. When used in the "HVHZ" this product is required to be protected with an Impact resistant covering that complies with Section 1626 of the 2010 Florida Building Code. 4. When used In areas outside of the "HVHZ" requiring wind borne debris protection, this product is required to be protected with an impact resistant covering that complies with Section 1609.1.2 of the Florida Building Code. 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-15220.4 require further engineering analysis by a licensed engineer or registered architect. Outswing configurations meet water infiltration requirements for "HVHZ". 8. inswing configurations do not meet the water infiltration requirements for the "HVHZ'. inswing units shall be installed only In non - habitable areas or at habitable locations protected by an overhang or canopy such that the anglo between the edge of canopy or overhang to sill Is less than 45 degrees. 9. See drawing FLA 5220.4 for size and design pressure limitations. Supporting Documents: 1. Test Report No. Test Standard TEL 07-0223-2 TAS 202-94 ETC 07-209-19303.0 ASTM D2843-99, ASTM D635-98 ASTM D1929-96(2001). ASTM 0638.03 ETC 08-209-20609.0 ASTM 02843.99. ASTM D635-98 ASTM D1929-96(200f ), ASTM 0638-03 ETC 06-255-17412.0 ASTM E84-05 ETC 05-255-16776.0 ASTM G26-95, 02843.99, D635-98, D1929-96(2001), D638-03 Testing Laboratory Sinned by Testing Evaluation Lab.,lnc. Wendell Haney, P.E. ETC Laboratories Ben Meunier ETC Laboratories ETC Laboratories ETC Laboratories Gurjinder Dhami Joe Doldan, P.E. Joe Doldan, P.E. 2. Miami -Dads NOA Materials Testing 10-1209.01 HP Polypropylene 3. Drawina No. Preoateby Sislned & Sealed by No. FL-15220.4 RW Building Consultants, inc. (CA #9813) Lyndon F. Schmidt, P.E. 4. Calculations Prepared by Signed & Sealed by Anchoring RW Building Consultants, Inc. (CA #9813) Lyndon F. Schmidt, P.E. ASTM E1300 Glass Load Lyndon F. Schmidt, P.E. 5. Quality Assurance Certificate of Participation Issued by Nafionai Accreditation and Management Institute, certifying that Plastpro Inc. is G- 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 PF 11587 Sheet 1 of i 4/11/2012 Florida Building Code Online Page I of 5 BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats & Facts Busines /, I koProduct Approval USER: Public User 8p.11 1dt > Application Detail FL # Fl-12250-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 MI Windows and Doors 650 West Market Street Gratz, PA 17030 717) 365-3300 Ext 2560 bsitlinger@miwd.com Brent Sitlinger bsitlinger@miwd,com Windows Single Hung Certification Mark or Listing USANFOfR D American Architectural Manufacturers Association Steven M. Urich, PE Validation Checklist - Hardcopy Received Referenced Standard and Year (of Standard) Standard AAMA/WDMA/CSA 101/I.S.2/A440 AAMA/WDMA/CSA 101/l.S.2/A440 Equivalence of Product Standards Certified By Product Approval Method Date Submitted Method 1 Option A 02/25/2014 Year 2005 2008 http://www.floridabuilding.org/prinr-app_dti.aspx'?param=wGEVXQwtDqvzRNLe5q4OV... 7/10/2014 Florida Building Code Online Page 2 of 5 Date Validated 02/25/2014 Date Pending FBC Approval Date Approved 03/04/2014 of Products FL # 1 Model "umber or Name IDescription 12250. 354 0 36x84 Fin Frame Insulated Glass Limits of Use Certification Agency Certificate Approved for use in HVHZ: No AAK-_-_`1Q_tiLi_Fjn Approved for use outside HVHZ: Yes LB 1_3J&jL.pdf Impact Resistant: No Quality Assurance Contract Expiration Date Design Pressure: +40/-50 07/27/2015 Other: H-LC40. Glass complies with E1300-04. Installation Instructions FL,225Q_ ill? IT In totl In j 9 --E! -, X 4 -5t! PC Verlfled By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 12250.2 3540 SH 52x72 Finless Frame Limits of Use Certification Agency Certificate Approved for use In HVHZ: No FUMQJRIZ LL_CA_APC_g722_5_,_Qj_-,,09, 49 Approved for use outside HVHZ: Yes X/ 9"-Q4! Impact Resistant: No Quality Assurance Contract Expiration Date Design Pressure: +30/-30 04/12/2017 Other: R-PG30 Installation Instructions Verified By: Luis R. Lomas, PE PE-62514 Created by Independent Third Party: Yes Evaluation Reports f L 1_2 2 QjR,L4_ AL Created by Independent Third Party: Yes 12250.3 =SH 36x74 Finless Frame Limits of Use Certification Agency Certificate Approved for use In HVHZ: No Approved for use outside HVHZ: Yes 5tt_FL. $j-4 psfQdf Impact Resistant: No Quality Assurance Contract Expiration Date Design Pressure: +35/-50 08/28/2017 Other, LC-PG35 Installation Instructions Verified By: Luis R. Lomas, PE PE-62514 Created by Independent Third Party: Yes Evaluation Reports EL-1 Qd-,( Created by Independent Third Party: Yes 12250.4 13540 SH 44x72 Finless; Frame Limits of Use Certification Agency Certificate Approved for use In HVHZ: No FL12250 R12 C CAC APC_C732,q,..Qj- 9,47-RO 3540 Approved for use outside HVHZ: Yes sfpdf. Impact Resistant: No Quality Assurance Contract Expiration Date Design Pressure: +35/-47 08/28/2017 Other: LC-PG35 Installation Instructions F112.. 1JH9A 4if Verified By: Luis R. Lomas, PE PE-62514 Created by Independent Third Party: Yes Evaluation Reports 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 F012 Z5 M Q LAQ9 -47 --9-0-354P Approved for use outside HVHZ: Yes 0C39., tf Impact Resistant: No Quality Assurance Contract Expiration Date Design Pressure: +30/-30 08/28/2017 Other: LC-PG30 Installation Instructions FLU QJqZ-jt-0--,Q11Z1A--51 t9M, N Verified By: Luis R. Lomas, PE PE-62514 Created by Independent Third Party: Yes Evaluation Reports FL12250 R12 AE Created by Independent Third Party: Yes http://www.floridabuilding.org/pr/pr_ Ip-- apdtl.aspx?param=wGEVXQwtDqvzRNLe5q4OV.. 7/10/2014 Florida Building Code Online Page 3 of 5 12250.6 ::: 35 4 0 SH 52x62 Finless Frame Limits of Use Certification Agency Certificate Approved for use In HVHZ: No FIL. 12 2 -Q Approved for use outside HVHZ: Yes 2 K3,5,,R g Impact Resistant: No Quality Assurance Contract Expiration Date Design Pressure: +35/-35 08/27/2017 Other: R-PG35 Installation Instructions Verified By: Luis R. Lomas, PE PE-62514 Created by Independent Third Party: Yes Evaluation Reports Created by Independent Third Party: Yes 12250.7 3540 SH 144x72 Fin Frame Limits of Use Certification Agency Certificate Approved for use In HVHZ: No Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 08/01/2017 Design Pressure: +35/-47 installation instructions Other: R-PG35. Glass complies with ASTM E1300-04. 1N D 0 214. 0 1 f Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 12250.8 =13540 Single Hun 36x74 Fin Frame Insulating Glass Limits of Use Certification Agency Certificate Approved for use in HVHZ: No EL12250__Q AC APC 7 1-LQ9_- --KO 3!j40 Approved for use outside HVHZ: Yes 711,05 Impact Resistant: No Design Pressure: +35/-50 Quality Assurance Contract Expiration Date Other: LC-PG35, Glass complies with ASTM E1300-04. 04/12/2017 Installation Instructions FL12250 R12 it Install lnstruct§ Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Part J E:4::612250.9 Sin le Hun13544x84 Fin Frame Insulatinl2lass I Limits of Use Certification Agency Certificate Approved for use in HVHZ: No ft'11-2 ?59-91? A-7--R9_3549 I Approved for use outside HVHZ: Yes SH F1N,3-,4-LQ A 14XQMQAL ,Z I of 2._ -kJZp, Impact Resistant: No Quality Assurance Contract Expiration Date Design Pressure: + 30/-30 04/12/2017 Other: LC- PG30. Glass complies with ASTM E1300-04. Installation Instructions fjtj 5) R_U_11 In (411 i at Fin10 4 W VerifiedBy: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports 11 Created by Independent Third Party: 12250.10 3546 Single Hung 36x84 Finless Frame Insulated Glass Limits of Use Certification Agency Certificate Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: + 40/-50 Quality Assurance Contract Expiration Date Other: H- LC40 05/26/2015 Installation Instructions f112250 372 f Verified By: Luis R. Lomas, PE PE-62514 Created by Independent Third Party: Yes Evaluation Reports 11 Created by Independent Third Paqy: Yes 12250.11 13540 Tri2le Sin le Hung 11108x74 Fin Frame Insulating Glass Limits of Use Certification Agency Certificate Approved for use In HVHZ: No PC 7- Approved for use outside HVHZ: Yes 54-1 Trtph.'(00) MAY t rig http://www. floridabuilding.org/ r/pr app dtl.aspx?paratn=wGEVXQwtDqvzRNLe5q4OV... 7/10/2014 81 P Florida Building Code Online Page 4 of 5 Impact Resistant; No Quality Assurance Contract Expiration Date Design Pressure: +35/-50 04/12/2017 Other: LC-PG35. Glass complies with ASTM E1300-04, Installation Instructions Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Pa 12250.12 13540/3240 SH 52x84 Finless Frame Insulated Limits of Use Certification Agency Certificate Approved for use In HVHZ: No FL-12250 R12 C CAC APCB0314.01-109-47-RO 3540 Approved for use outside HVHZ: Yes SH FLS 52X84 R25-1Pdf AssuranceImpactResistant: No Quality Contract Expiration Date Design Pressure: +25/-25 05/26/2015 Other:H-R25 Installation Instructions Verified By: Luis R, Lomas, PE PE-62514 Created by Independent Third Party: Yes Evaluation Reports FL12250 R12 AE 51214I-b03I4,.0,I,,P0f Created by Independent Third Party: Yes 12250.13 113540/3240 SH 44x63 Fin Frame Insulated Limits of Use Certification Agency Certificate Approved for use in HVHZ: No R UZ-59-Kj2.--- C- t09'- izRD-1549 Approved for use outside HVHZ: Yes SH FIN 41X 1 R4Q -DP df Impact Resistant: No Quality Assurance Contract Expiration Date Design Pressure: +40/-47 05/26/2015 Other: H-R40. Glass complies with E1300-04. Installation Instructions N" 3'1-9-,QJA&*"Dnt(Alpdf Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports 11 Created by Independent Third Party: 12250. 14 40 Single Hung 140x66 Fin Frame Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL 250 'R 12 -&PQ A jQ,9 - - Approved for use outside HVHZ: Yes 52 if. qt Impact Resistant: No Contract QualityAssuranceContractExpiration Date Design Pressure: +35/-45 08/26/2014 Other: H-R35 Glass complies with E1300-04. Installation Instructions Verified By: American Architectural Manufacturers Association Created by Independent Third Party; Evaluation Reports Created by Independent Third PaqL.- 12250. 15 13540/3240 Single Hun 2 44x63 Fin Frame Insulated Glass Limits of Use Certification Agency Certificate Approved for use in HVHZ: No of -490: 4 T-AQ Approved for use outside HVHZ: Yes Impact Resistant: No Quality Assurance Contract Expiration Date Design Pressure: +35/-40 02/08/2015 Other: H-R35. Glass complies with E1300-04. Installation Instructions Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 12250. 16 13540/3240 Sin le Hun 2 52x84 Fin Frame Insulatln2 Glass Limits of Use Certification Agency Certificate Approved for use In HVHZ: No F R C 'AC ,,-- j9 LL2Q-1-E-1111- 7,--K() 3,5- Approved for use outside HVHZ: Yes SH_FIN _52XtH,R25. d Assurance ImpactResistant: No Quality contract Expiration Date Design Pressure: +25/-25 05/26/2015 Other: H-R25. Glass complies with ASTM E1300-04. Installation Instructions http:// www.floridabuilding.org/pr/pr_app—d.tl.aspx?param=wGEVXQwtDqvzRNLe5q4OV... 7/10/2014 Florida Building Code Online Page S of S Verified By: American Architectural Manufacturers Created by Independent Third Party: valuation Reports Created by Independent Third Party: i Back i Next Contact Us :: 194Q North Monroe Street, Tallahassee FL 32399 Done: 850.487-1824 The State of Florida Is an AA/EEO employer, CoQvriahl 20p7-2013 State of Florida.:: Privacy Statement :: Accessibility StatemenK :: Refuad Stgtj lent Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail, If you have any questions, please contact $50.487.1395. 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 with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine If you are a licensee under Chapter 455, F.S., please click DAM. Product Approval Accepts: EA http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvzRNLeSg4OV... 7/ 10/2014 35'00 SERIES 3500Vinwl Single -Hung Window Quality, Durability, and Energy Efficiency The 350OVinyl Window offers crafted features that provide exceptional durability and energy efficiency. With standard features that include a pre -punched mounting fin and easily removable sash, the 36UUwindow imdesigned for builders. Acloser look reveals details like a full-length | ht rail and metal reinforcements at the meeting rails. Factory options include asnap-in bhukmou\d profile and extension jambs. The KNWindows and Doors 3500Series Widows offer great value, durability, and energy efficiency. 3600 Series Windows are available in min0le-hunQ, m|idin0, picture window, and specialty shape configurations. 3500 SERIES 3500 Vinyl Single -Hung Window Glass Options Insulated glass packages are offered as an upgrade to help you save heating and cooling costs while keeping your home more comfortable. In warm weather, insulated glass reduces solar heat gain, minimizing interior glare and lowers interior glass temperature, saving energy and making your home more comfortable. In cool weather, insulated glass provides outstanding thermal performance with warmer interior glass surfaces to help save energy and maintain comfort during a cold winter. Glass Surface 2 34 4W . Intoner 4 Neutral cow Lm E eft b4Aace 2 ti St{ Duraseal Spa— Low-E Glass Glass Surface 12 34 YU OA Inle-, Argon gas enhancement optional in all Lowe glass packages. High Performance Option High pertormance LOW E on a.dace 2 o",_ Dure68alSpacer HP Low-E Glass. The 3500 Series Vinyl Window can be upgraded to achieve High Performance status. With the added reinforcement throughout the sash, the 3500HP and 3540 Series Vinyl Window meets the High Performance requirement set by the American Architectural Manufacturers Association (AAMA). Min. and Max. Frame Sizes 2Z 48" See size guide for complete sizing specifications. Grid Options 4 gksr r v ry MEMBER vvww ' ; 717,366,3300 INDOW5f.,;,DOORS Flat and sculptured grids are available in standard and custom patterns. 5/8" or 7/8" Flat Grids (between the glass) 40 15/16" or 11/16" Sculptured Grid between the glass) Colonial 9-Lite 6-Lite Perimeter Perimeter MI WINDOWS AND DOORS 6` 0 WEST MARKET STREET • CRATZ, PA • 17e30-0370 r SPECIFICATIONS SERIES 3500 VINYL SINGLE HUNG WINDOW MAIN FRAME - Shall be made from rigid polyvinylchloride (PVC) multi -hollow extrusions which have a minimum wall thickness of .050". Main frame shall be welded together at the corners. Overall frame depth is 2-7/8". MOVEABLE SASH - Shall be made from rigid polyvinylchloride (PVC) extrusions which have a minimum wall thickness of 062". Sash to be of welded corner construction. Sash to have metal reinforcement in horizontal members. FIXED MEETING RAIL - Shall be made from a rigid PVC hollow extrusion with a .050" wall thickness. Meeting rail shall be secured to the main frame with three screw fasteners through injection molded end caps attached to the meeting rail with three screws. Meeting rail to have metal reinforcement. Bottom of meeting rail to have foam bulb to seal against the moveable sash. SILL INSERT - Shall be made from rigid PVC with a wall thickness of .060". It shall "snap fit" into the main frame sill. Sill insert to be sealed with double -sided foam tape before insertion. Inside joint between sill snap -in and main frame to be sealed. GLAZING - Top, or fixed, glass panel shall consist of 3/4" thick insulated glass. Fixed (top) glass to be held securely in place by the use of a single -sided adhesive foam tape at the exterior and a rigid PVC glazing bead, which has a minimum wall thickness of .070", at the interior. Low-E glass, argon gas and other glazing options available. Note: 7/8" thick insulated glass used on select configurations. Moveable sash glass panel shall consist of 3/4" thick insulated glass. Glass to be held securely in place with silicone and with rigid, extruded, vinyl, interior glazing beads. Note: 7/8" thick insulated glass used on select configurations. WEATHERSTRIPPING - Movable sash shall have double strips of center fin weatherstripping on each stile and one on the top rail. Sill insert shall have one strip of center fin weatherstripping. Bottom of moveable sash fixed meeting rail to contain one foam bulb. HARDWARE - Moveable sash balance mechanism to consist of stainless steel constant force springs. Two metal cam - type sweep locks to be located equidistant from each end of the top sash rail. Two sweep lock keepers to be fastened to the fixed meeting rail. One plastic tilt latch shall be used at each end of the sash top rail. All screws, clips, and other fasteners shall be made of non -corrosive materials compatible with reinforcements. SCREEN - Half screen only. Screen to be made from roll -formed aluminum, 5/16" x 3/4" with a .020" wall thickness. Screen cloth to be made from 18x16 fiberglass mesh and held securely by flexible, vinyl spline. Screens shall meet ANSI/SMA standard 1004-87. (NOTE: Insect screens are intended only to provide reasonable insect control. They are not intended to prevent people or objects from exiting the window or to provide security against forced entry.) INSTALLATION -To be done by others. Frame must be installed straight, plumb and level, without twisting, bowing or springing. Manufacturer's recommended installation procedures are to be used. Installer should make final adjustments to ensure proper sash operation and window performance. NOTE: MI WINDOWS AND DOORS' designs and manufacturing methods are continually being improved. Individual products may be subject to a variation in performance. Due to this and other factors, we reserve the right to change specifications without notice. It is the sole responsibility of the purchaser/installer to be sure that the intended use of this product complies with any and all applicable buildings codes (i.e. egress, safety glass near doorways, etc.). If you require further technical information regarding this product please contact your retailer/salesman. Rev_ 1/30/13. V62"AN MULLEN MUNUMONO PAGE I of 2 STEP 1 STEP 3 J-CHANNEL NN EXTERIORtOF OTCIH WINDOW MULL GROOVE REMOVE NAILING FINS & J-CHANNELS FROM UNITS TO BE MULLED AS SHOWN. NOTCH MULLION GROOVES AT TOP FOR BRICKMOULD INSTALLATION, ALIGN FRAMES. STEP 2 STEP 4 lMULUON V-023) V FOAM PAD 2-7/8* x 1-1/4* x 1/8" THICK G-D4586) OPEN CELL FOAM 3/4' x 7/16" THICK G-71634) MULLION V-023) CAULK/ APPLY (1) FOAM PAD AT TOP AND BOTTOM AS SHOWN. APPLY PADS TO ONE WINDOW ONLY). SLIDE FRAMES TOGETHER AND APPLY INSIDE MULLION. APPLY FULL LENGTH OPEN CELL FOAM BETWEEN FOAM PADS. APPLY CAULK ALONG JOINT BETWEEN FRAMES. APPLY FOAM TO ONE WINDOW ONLY). APPLY OUTSIDE MULLION. 10-N-01 3600 MULLEN 9M U I,NVMON PAGE 2 of 2 STEP 5 STEP 7 CAULK LK ULK MULL GROOVE TRIM MUU 10 IMPORTANT: USE A QUALITY EXTERIOR GRADE SILICONE CAULK. APPLY TRIM OUTSIDE MULLION EVEN WITH MULL GROOVE AT THE TOP. A 1/4" BEAD OF CAULK ACROSS HEAD OF BOTH WINDOWS AS SHOWN TO ALLOW BRICKMOULD TO BE INSTALLED). BEFORE APPLYING DRIP CAP (APPROX. 1/4" AWAY FROM OUTSIDE EDGE TRIM OUTSIDE MULLION EVEN WITH THE SILL AT THE BOTTOM. OF FRAME). APPLY CAULK ACROSS ENDS OF FRAMES AND UP FINS. STEP 6 STEP 8 ULK LK DRIP CAP M-1801) IMPORTANT: USE A QUALITY SILICONE WHEN CAULKING, APPLY CAULK ACROSS JOINT WHERE FRAMES MEET. (HEAD & SILL) APPLY CAULK ACROSS JOINT WHERE NAILING FINS MEET. APPLY CAULK INTO MULL GROOVES AND ACROSS TOP OF MULL. APPLY CONTINUOUS DRIP CAP TO HEAD. 10-02-01 Product Approval USER: Public User PfQ YkI Mnnu > Application Detail FL # FL4483 Application Type New Code Version 2004 Application Status Approved Comments Archived 1— Product Manufacturer Petersen Aluminum Corporation Address/Phone/Email 4175 Royal Drive, Building 300 Kennesaw, GA 30144 404) 797-2143 diandis@petersenmail.com Authorized Signature C. Brasher ckbrasher@speedfactory.net Technical Representative Dave Landis Address/Phone/Email 4175 Royal Drive, Building 300 Kennesaw, GA 30144 800) 272-4482 dlandis@petersenmail.com Quality Assurance Tom Creigh, VPRepresentative Address/Phone/Email Petersen Aluminum, Inc. 1005 Tonne Road Elk Grove, IL 60007 800) 722-7150 tcreigh@petersenmail.com Category Panel Walls Subcategory Soffits U, t tit..t tti, SANFORD 4 Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer IV- Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Validated By Certificate of Independence C. Keith Brasher PE- 11140 Underwriters Laboratories Inc. Daniel G. Farabaugh Referenced Standard and Year Standard of Standard) Aluminum Association, Inc. Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved ASTM Florida Building Code 1609 and 2002 Aluminum Design Manu E 330 Method 1 Option D 05/06/2005 06/23/2005 06/23/2005 06/30/2005 Year 1994 1996 2004 f 4483 1 F PAC-850 Aluminum Soffit Panel, 0.032°with Concealed Fasteners Limits of Use (See Other) F Installation Instructions i Approved for use in HVHZ: Verified By: Approved for use outside Evaluation Reports HVHZ: PT E[ 4483 T andlE3 0T t. df Impact Resistant: PTID 4483 T andif-a dTbi. df Design Pressure: +/- PTID 4483 T Cert of Inde endence. f Other: Wind load design by PTID 4483_T PAC-850 EvaIR tD. f experienced designer is needed. Not PTID 4483 T PAC-850AncDetail. df for use in HVHZ r F PRODUCT FEATURES 20 year non -prorated finish warranty Roll -formed to exact lengths Matching "J" trim available Available fully -vented, half -vented, and solid Min. panel length of 20", max, length of 25' MATERIAL 36 stocked colors (.032 aluminum) RATINGS/TESTS ASTM E-330 FLORIDA BUILDING PRODUCT APPROVALS PAC-850.032 Aluminum: FL Prod. Approv. #4483 OPEN AIR PERCENTAGES FOR PAC 750/850 These percentages are nominal and may vary per profile.) Half vented - 6% Full vented - 12% TY41115: STINTO"13 a I I HALF VENT 12" O.C. SPECS: 12" O.C. www.pac-clad.com 1800-PAC-CLAD 92008-2009 Petersen Aluminum Corporation Florida Building Code online An ,a" G,Js;aizsiw;t x. uuwrxuuu. sullPtt> Appiicatiou Uct r4ch Criteria Page 1 of l Stats & Facts Publications FUC tat# KIS Site Map Unks Search a Version 2010 FL# a S Ication Type ALL Product Manufacturer 2533.0 gory ication Status ALL ALL Subcategory Compliance Method ALL ALL ity Assurance Entity ALL uct Model, Number or Name ALL Quality Assurance Entity Contract Expired ALL ALL oved for use In HVH! ALL Product Description Approved for use outside HVHG ALL ict Resistant ALL Design Pressure ALL r ALL ALL. Re uits - ADtfllcatinnc __ _.__ i Corporation-Roof= stem Roofing r : Modified Bitum all be reviewed and ratifled by the POC andror tha r s 11013 U ;: 1240 North Monroe Sire t Tallah- s FL 3g 4 Z 1S$4 TheStateofFloridaisanAA/EEO employer. Coovrloht 2007-zo10 ct r r F Pdvacv Statement ;; Cen e r ;7 pefead SrIIt UnderFloridalaw, email addresses are public records. If you do not want your a -mall address released In response to a publlcarecordsjrequest, do not send electronicmailtothisentity. instead, contact the office by phone or by traditional mail. If you have any questions, pJdasa caitact 850 407A $. *Pursuant oSection455.275(1), Florida Statutes, effective October 1, 2012, 4 nsees licensed under Chapter 455, F.S. must Provide the Department itln an email donotwishoSupplyone. The address, Please, Pleasep ProvidethetheDeppaart aacwith communication n eMll with We licensee. whiccan However de d411 addresses sses re,pucbliT d o d, If you RP Y P the Publi You are alicenseeunderChapter455, F.$„ Please click 112M. ProductApprovalAccepts; 0imRa httn:// www.Plorid. ghiiiltiincy nrrt/nr/ nr onn Fron:SUNNILAND R00FiNG 4073244421 Qoes down fast. Stays on strong. Flintlastio• SA performs in ail the right ways. What's more important to you? Speed of installation, durability or appearance? The Flintiastic SA self -adhering) SBS modified bitumen low slope roofing system le a premium performer In all these areas. What Is the SA system? With high -quality materials bottom to top, Components of the Flintiastic $A system Include: Flintlasilo• SA NailBase (mechanically attached) Flfntlastic• SA PWaae (self -adhering) Flintlastlo* SA Mid Ply (self -adhering) Flintiastic* SA Cap (self -adhering) Flintlastic• SA Cap FA (fire -rated, self -adhering) What are the advantages? No torches, no hot asphalt, nc fumes and no mesa -- all of which means application Is much cleaner and faster. Plus, equipment needs are minimal. These advantages are even more amazing considering the long system lite you can expect. Where can 1 use It? Flintiastic SA root systems are Ideal when access to the roof Is limited - such as high-rise buildings. There are also many advantages to Installing SA systems on healthcare and educational facilities where occupant comfort is extremely Important. Energy Savings Fllntlastic SA Cap and SA Cap FR are available with solar reflective granules, meeting Energy Star* and Cool Root Rating Council (CRFIC) minimum requirements. Specific product details may be found on Individual product technical data sheets or by visiting www.energystar.gov or www.coolroofe.org. The Fllntlastlr. SA Family of Products OertainTeed offers two types of primers for use with Flintiastic SA systems. Flln1prime'" asphalt primer and FIintPrIme- SA Polymer based primer are designed to enhance the adhesion of Self-adheelve roofing membranes, Available In 17-oz spray cans, 1-gallon cans, 3.6-gallon bucket*, and 6-gallon pails. 2 04/15/2014 11:03 f 1831 P.002/006 I 4 Z;' ctiia y t+ FIintBond' SBS Modified 04}alnl n+;qd' ia premium grade adheslve. With Flintlactic ' Y14R? Via. the trowel and caulk grade are used for endiap, Idelap bead and vertical flashing details. Available) 3.6-gallon bucket&. S-gallon palls and 10.3-0z caulk to as. Every Professional roofer is familiar with the I Is needed to oomPlgte a roof installation, but Just as a Macap, specific tools you'll need to Install FlintiasticiA Include: A weighted roller for pressing the membra4. a into place, 2" to 4" in diameter (20-70 lbs.). Suitable trowel for applying adhesive to fie Ing details. Roofer's knife with hooked blade, Long -handled (standing) roller with 1/8"-1/4"Inap for applying Primer (1/81 nap for smooth surtaoeS, 1/4" nap for more porous surfaces), Caulk gun for applying beads of FIIntBond eI heeive. Hand-held hot air welding gun such as the elster Triac" 110 volt power required) or Primus Slevert PNS.-4' Hot Air Kit. Seam Probing tool to check for small voids.) Important Application Considerations ffDonotattemptapplicationifice, snow, molure or dew are present. Bonding substrates must be cl an, dry and free of dust or other Inhibitors of prop& adhesion. Ambient temperature must be 501E or abo%le. Store Flintfastlo SA rolls Indoors on pallets, 4rotected from the elements. Rolls that are Improperly stored or have been warehoused for prolonged perlc s of time may lose their tack. Do not apply membrane that has been lmpr perly stored, exposed to moisture. or has lost Its tack. It the material Isn't bonding, STOP the application+ Always remember to put safety first and follow all OSHA Safety guidelines with any roofing insta0stloT Substrates must be free of dust, dirt, oil, dot ria and molaturs. Primer, If used, must be applied at the spool red rateandmustbeallowedtothoroughlydry. II Work with manageable lengths of MidPly and Cap for the Particuiar Job, Where appropriate, cut rods Into 1/3- or 1/2-roil lengths and allow material to relax prior to Installation. In Cooler weather, a hand-held hot air welding gun can be used to warm the Sidelap areas and Improve adhesion (prior to application of the FlintRon SBS Modified Bitumen Adhesive). Use caution with the weighted roller at endla' areas. Don't aquae"out too much adhesive, I From:SUNNILAND ROOFING 4073244421 04/15/2014 11:05 #831 P.003/006 When applying MldPiy (or PlyBase) directly to substrate, design adequate root ventilation Into the system through the use of root relief vents. Do not 'mix Ffintlastic SA membranes with other types of roof membranes. Fiintlastic SA membranes are specifically designed to be applied together. The permanent top film of the M14Piy, PlyBase and NailBase cannot receive torching, hot asphalt or other non self - adhering application methods. The Fllntlastic SA Cap or SA Cap FR), PlyBase and MldPly cannot be applied to any surfaces other than as described heroin. Do not use cold adhesives with FUntlastic SA membranes other than for flashing details and cap sheet overlaps as described herein. Refer to the CertainTeed Commercial Root Systems Manua) for complete requirements. When applying FQntlastic SA on slopes exceeding 11 in 121, membranes shall be back nailed. When applied parallel to the slope, Fifntlastia SA shall be blind -nailed at end tape 2" in from top edge, 8" o.c, through tin dlsoa and to wood nailers. See General Requirements Section of the CertainTeed Commercial Root Systems Manual for details. Dock Preparation CertainTeed recommends the use of Fllntlastic $A NallBase base sheet In conjunction with all soft -adhering membrane roof Installations. Flinttastic SA NallBase can be mechanically attached to nailabie substrates or applied using hot asphalt (non-nailable substrates). For non-nallable substrates where use of hot asphalt to adhere the base sheet may not be appropriate, Flintlastic SA MidPly or Flintlastic SA PlyBase may be used in lieu of Flintlastic SA NaliBase on surfaces properly primed with FlintPrime- SA. However, note that without the use of a base sheet, the membrane may be difficult to later remove (it necessary) and certain t1L and FM listings for the products may not apply. Prior to application of Fllntlastlo SA products, ensure roofs have positive drainage. Consult the local building official for minimum slope and drainage requirements. Application of Flintlaatic SA NailBase Beginning at the low point of the root, mechanically fasten FlIntlastic $A Na lBase to naliab)e deck using appropriate fasteners (see fasteners chart). Start with an Standard (Round Head) Roofing Nails and Cup Note: CortalrMoed does not permit the use of plastic caps) For use with Base Sheet, Flash/ Termination Bar on Plywood Docks, Non Veneer Decks, Wood Plank Docks CD Large Head Roofing Nails For use with Base Sheet, Flash/Termination Bar on Plywood Decks, Non Veneer Docks, Wood Plank Decks ITT T-r Base Sheet Fasteners for some Comontitfoua Root Blocks For use with Base Sheet on Light Weight Insulation Concrete. Poured Gypsum Self -Looking Fasteners For use with Base Sheet on Cement/Wood Fiber TJ" 4" I a 4 1 A I I Insulation Fasteners j" appropriate roil width (1/3 or 1/2 roll) to accommodate offsetting of akielaps of subsequent layers of MldPly and/ or Cep sheet. Install so that no sidelops are against the flow of water. A minimum fastening pattern Is every 9" on center on sidelapa and awry 18" on center In two staggered rows In the field of the shoot. i Prime non-nallable substrates such as con rata using FIIntPrime $A polymer -based primer. Allow to dry thoroughly, but not more than 4 hours to retain tack -enhancing properties. Apply SA NaIIBase using ASTM Type III or IV hot asphalt' at the rate of 25 lbs. per 100ttk, or self -adhere $A PlyBaae (or MldPly). LU 3 i From:SUNNILANA ROOFING 4073244421 04/15/2014 11:06 # i 1031 P.004/006 Overlap base sheet sidelaps 2" and endlaps 4". Offset endlaps a minimum of 3. Tum base sheet over fascia and fasten. Qo not leave Installed base exposed, Cover in the same day with Flfntlastic SA MldPly and/or Flintiastic SA Cap (or SA Cap FFO. Don't leave the Installed Rintiastic SA Nall8aae exposed to the weather; cover with Fllntlastic SA Cep the some day. Appiloation of Rllntlastio SA MldPly or P"ase to insulated decks SA MldPly or Plysase may be adhered directly to mechanically fastened FlIntBoard ISO or adhered to FllntBoard ISO Cold. Before Installing, sweep the surface of the Insulation boards to remove any dust, dirt or sand particles that could Interfere with adhesion. Start application at the low point of the roof. Install flush to roof edge. Design layout so that no sidelaps are against the flow of water. Applloatlon of Interply Note: Proceed to "Before Installing Fllntlastic SA Cap (or SA Cap FR)" if inwAllft a 2-ply system. Before Installing FlIntlastic SA MldPly (or PlyBaae), sweep the underlying bass sheet or primed surface to remove any duet, dirt or sand particles that could interfere with adhesion. Apply MldPly (or PlyBaae) over Installed Fllntlastic SA NallBase or, for non-nallable decks such as concrete, properly primed substrates (see above). Surface must be dry and free from dust or dirt. Start MldPly (or PlyBasa) application at the low point of the root with appropriate roll width to offset aldelapa 18" from sidelapa of base sheet. Install flush to roof edge If over base sheet, otherwise turn the MldPly (or PlyBaae) over the fascia minimum 2" and secure. Design layout so that no sidelaps are against the flow of water, Out rolls Into manageable lengths. Fold the membrane back halfway lengthwise to remove the split release film. Press membrane securely into place, and repeat with the opposite hell of the membrane. Use a heavy, weighted roller over the entire surface of the Fllntlastic SA MldPly 4 or PlyBaae) membrane to secure the mend brans. work outwards to eliminate volds,. i Overlap sidelaps of subsequent MldPly (or PlyBaae) membrane Ilengths 2' and endlaps W. O (stagger) endlaps m161mum a% out endlaps at oppoiing diagonal corners at #n angle approximately 2" fromIthe corners to minimize "T"-seams. Apply a bead or small trowel dab (quarter size) of FlintBond" SBS Modified Bitumen Adhesive, trowel or caulk grade. at the edge of the angled out to avoid a capillary. Use of a hand-held hot air gun at the joint area prior to rolling the membrane will maximize adhesion, In areas prone to cold temperatures, snow and freeze -thaw cycles, It may be more effective to use the hot air gun to form joints, and to completely fill all mole holes with asphalt that has been slightly melted using the gun. It Is recommended to apply a bead of FIIntBond SSS Modified Bitumen Adhesive, caulk grade, at all MldPly (or Plyasse) aide and endlaps to eliminate a capillary. Don't leave; the Installed Fllndastic SA MldPly (or PlyBaae) exposed to the weather; cover with Fllntlaetic SA Cap the same day. Betore inotallinig Flintlastlo SA Gap or SA Cap PR) If roof edge detail utilizes edge metal, prccX ed as follows. It MldPly or';(PlyBase) has been applied, Install minimum 28 gauge edge metal using appropriate fasteners, and set entirely In a uniform 1/8"-1/4" thick troweling of FUntSond SIBS Modified Bitumen Adhesive, trowel grade. Remove any oil from the metal surface using a vinegar and water solution. Prime the horizontal Outface of the metal with FllntPdme SA and allow primer «o dry. Apply a bead of caulk grade FllntSond adhesive to the edge of the metal where It meets the MldPly (or PyBase), Proceed with FUntlastic SA Cap (or SA Cap FR) installation, If MIdP1y is not specified: Over the Flintlastid SA NallBase, lnatail a 9" wide strip of MldPly onto the field of the roof and flush to the root edge, self -adhered. install minimum 26 gauge edge metal using appropriate fasteners, set entirely in a uniform 1/8"-1/4" thick troweling of FlintBond SBS Modified Bitumen Adhesive, trowel grade. Remove any all from the metal surface using a vinegar and water From:SUNNILANQ ROOFING 4073244421 04/15/2014 11:09 #631 P.005/006 solution. Prime the horizontal surface of the metal with PNntPrime or FIIntPrlme SA and allow primer to dry. Apply a bead of caulk grade FlintSond SBS Modified Bitumen Adhesive at the roof side edge of the metal where It meets the MidPly strip. Proceed with cap shoot Installation. Similarly, complete your shoot metal flashing installation using out MidPly flashing collars at all flashing details prior to flashing application. Seal edges of MidPly stashing collars with a bead of FIIntBond. See "Typical Construction Details," pages 7-9. for examples. It MidPly has been Installed as part of the system, set flanges In trowel grade FlIntBond and properly fasten. All cap shoot flashings Installed to transitions that overlap onto mineral surface must be set In a uniform troweling of FlintBond trowel grade adhesive. Appiloadon of Plintleetic SA Cap or t3A Cap PR) Before Installing Fllnttastic SA Cap (or SA Cap FR), sweep the surface of the Installed SA NatlBase (or PlyBase) or MidPly clean. To Install Filntlastlo SA Cap (or SA Cap FR), start at the low point of the roof with an appropriate roll width to offset sldelaps from the underlying membrane a minimum of 16". Work with manageable lengths for proper handling. Position $A Cap (or $A Cap FR) with selvage edge release strip at high side of roof. Install in weather -lapped fashion, with no laps against the flow of water. Once positioned" lift and fold back (lengthwise) the lower half of the membrane. Remove the split release film and press firmly into place. Then repeat with the other (high side of the roof) half of the membrane. Follow the same layout and split release film procedures as for MldPiy (or PlyBase), but overlap sidelaps 3" and endlaps W. Use a weighted roller over the entire surface of Flintlastic SA Cap (or SA Cap FM to secure It in place and prevent voids, working outward from the center of the sheet. As subsequent membrane lengths are Installied, remove the selvage edge release strip just prior to overlapping to keep the adhesive area protected and cleans Out endiaps at opposing diagonal comers at an angle aprox. 3" from the corners to minimize T-seams. Use FOntSond SBS Modified Bitumen Adhesive, trowel grade, on the entire 6" width of each endlapI prior to overlapping. Apply a uniform 1/6"-1/4" trowel ng of the FltntBond on the entire width of the endiaps,to the underlying membrane. Install the overlapping shoot. Always apply FlintBond (extend beyond underlying lap minimum 1/41 on the entire width of any o"Irlap when applying SA Cap (or SA Cap FR) over anoth r mineral surface such as the SA Cap (or SA Cap FR)rlendlap. e1 a F'rdm:SUNNILAND ROOFING 4073244421 04/15/2014 11:11 #531 P.006/006 At all vertical and other flashing points, apply FlintBond SBS Modified Bitumen Adhesive, trowel grade, wherever there Is an overlap onto mineral surfacing. once the membrane has had a chance to bond, check all laps and Joints for full adhesion. If the membrane can be lifted at any area It Is not properly adhered. A seam probing tool can be helpful to check for small voids at laps. it necessary, use appropriate hand-held hot air welding tool and seam roller or an application of FlintBond to seal small unbonded areas It they exist. Included In this manual are a few common construction details. Please refer to Certairll'eed's standard details or the NRCA for details not found within this manual. Important to note with all details, all metal must be primed and set In FllntBond Trowel Grade adhesive and all overtaps over mineral surfacing must utilize FIIntBond Trowel Grade adhesive. The Proper T»Seam Detail Before adhering Flintlastic SA MidPly or Cap (or SA Cap FR) endlaps, trim the underlying sheet's lower outside corner at the end of the roll. Follow with the overlapping shoot, trimming the upper outside corner. a Corners should be trimmed on a diagonal angle 8-1/2" long from and of roll to outside edge. Width of trim should be equal in width to the sldelap specified (3' for Flintlastic SA Cap (or SA Cap FRJ and 2" for Fllntlastic SA MidPly for PtyBass)). Trimmed Comers should be completely covered by application of succeeding courses. Note: If using Fllntlastic SA MidPly (or PlyBase), apply quarter -size dab of FlintBond at T-seam area. It using Flintleatic SA Cap (or SA Cap FR), the ondisp should be completely set in trowel grade Flintsond along the entire 6" lap width. Rake Edge Detail Out selvage area at an angle at all rake edges. Apply a bead of FlintBond caulk along out edge to eliminate mole holes. 0 f City of SanfordIDevelopmentReview Team Q$ U. Variance - Staff Recommendations The Development Review Team (DRT) held a Public Hearing shortly after 9 AM on July 1, 2014 to consider a variance request to reduce the rear yard setback from 20 feet to 10 feet in a SR -IA, Single Family Residential zoning district at 1700 Forest Drive to construct an addition to a single family home. The DRT conducted a Public hearing to consider the information presented for the request. As part of the evaluation, the standards for consideration were reviewed. 1. Special conditions and circumstances exist which are peculiar to the land, structure or building involved and which are not applicable to other lands, structures or buildings in the same district. The existing home was constructed in 1952 at an angle on the rectangular lot. Also, a 25' front setback is being imposed on the propertyfor a platted right of way that has never been constructed. 2. The literal interpretation of the provisions of the land development regulations would deprive the applicant of rights commonly enjoyed by other properties in the same district under the terms of the land development regulations. The property is considered a corner lot due to an unimproved platted right of way. Per the current land development regulations the property will have 25' front yard setbacks along the South and West property lines, a 10' side yard setback along the North property line and a 20' rear yard setback along the East property line. 3. The special conditions and circumstances do not result from the actions of the applicant. The existing home was constructed in 1952 at an angle on the rectangular lot. The current setback regulations were not established at the time the home was constructed. 4. Granting the variance will not confer on the applicant any special privilege that is denied by the land development regulations to other lands, structures, or buildings in the same district. Other properties in the area have reduced setbacks due to various reasons. Denying the variance request would force the property owner to reduce the functionality and aesthetic presentation of the structure. 5. The reasons set forth in the application justify granting the variance, and that the variance is the minimum variance that will make possible the reasonable use of the land, building, or structure. The applicant has submitted a site plan and floor plan showing that a proposed addition to the single family residence can be constructed utilizing the reduced setback standards. The applicant is also willing to remove the existing shed located in the 7' utility easement. 6. The granting of the variance will be in harmony with the general purpose and intent of the land development regulations and will not be injurious to the neighborhood, or otherwise detrimental to the public welfare. Based on existing neighborhood conditions, the structure in the configuration proposed will not be injurious to the existing surrounding improvements. As the project/request was reviewed at the June 24, 2014 meeting a motion was made to approve the request and action taken as follows: Robert Beall made a motion to approve the variance. The following conditions apply: 1. The existing shed within the 7' utility easement shall be removed. 2. All required building permits shall be obtained from the City. A Second to the motion was made by Dave Aldrich. Discussion: None. Those in favor: Dave Aldrich Richard Blake Eileen Hinson Robert Beall Josh Strobridge Sabreena Colbert Mike Cash Tim Robles Motion approved 8rto 0. No public was present in favor or opposed. IF- N-4 City of Sanford Development Review Team 1?f? nVariance - Staff Recommendations Legal Description of the Property: 3 1 1 9 3 1 5 2 4 I 1 1 4 1 0 1 0 0 0 4 0 Address of Property: 1700 Forest Drive, Sanford, FL 32771 Zoning District: SR_1A Name and Address of Owner as shown In the Public Records of Seminole county, Florida: Sean P. McCann and Michelle L. McCann,17OQ Forest Drive, Sanford, Florida 32771 Application Submitted By: Michelle McCann Address: 1700 Forest Drive, Sanford, Florida 32771 Phone: 407.579.6789 Fax: N_ E-Mail: snliviewelry68@yahoo.com Standards for Consideration for Variances. Before any variance may be granted, the Planning and Zoning Commission or Administrative Official shall find that the variance would relieve a practical difficulty or undue hardship caused by a strict application of the regulations provided that the variance is occasioned by: Special conditions and circumstances exist which are peculiar to the land, structure or building involved and which are not applicable to other lands, structures or buildings in the same district. The literal interpretation of theprovisions of the land development regulations would deprive the applicant of rights commonly enjoyed by other properties in the same district under the terms of the land development regulations. The special conditions and circumstances do not result from the actions of the applicant. Granting the variance will not confer on the applicant any special privilege that is denied by the land development regulations to other lands, structures, or buildings in the same district. The reasons set forth in the application justify granting the variance, and that the variance is the minimum variance that will make possible the reasonable use of the land, building, or structure. The granting of the variance will be in harmony with the general purpose and intent of the land development regulations and will not be injurious to the neighborhood or otherwise detrimental to the public welfare. Variances Requested: A variance request to reduce the rear yard setback from 20 feet to 10 feet for a proposed addition to the single family home in a SR -IA zoning district located at 1700 Forest Drive. Does this Request meet the Standards for Consideration? ® Yes No Site Specific Conditions: The property is considered a corner lot due to a platted right of way that does not exist. Per the current land development regulations the property will have 25' front yard setbacks along the South and West property lines, a 10' side yard setback along the North property line and a 20' rear yard setback alongthe East property line. The existing home was constructed in 1952 at an angle on the rectangular lot. The current setback regulations were not established at the time the home was constructed. Staff Recommendations: Staff recommends to approve the variance request to reduce the rear ,yard setback from 20 feet to 10 feet as requested in the application subject to the following conditions: 1. The existing shed within the 7' utility easement shall be removed. 2. All required building permits shall be obtained from the City. Revelopment Review Team Approved Approvedwith .. . D RTaring Dat He aJaiv 1 2014 Condtttons J t) RT Team Leader.... Administrative Ufficia( AQ Receipt Date + • ' Approved ApprodwlthDeniedAdmtnistrativeOfflclal IL Date T.daADyalopn fReew gCoyMsDiTReod INSPECTION SEQUENCE BP# 14- f BUILDING PERMIT Min Max Inspection Description 10 Footer / Setback 20 Stemwall 30 Slab / Mono Slab 40 v Lintel / Tie Beam / Fill / Down Cell 50 70 Sheathing — Walls 50 ' Sheathing — Roof 60 Roof Dry In 70 Frame 80 Insulation Rough Firewall Screw Pattern 90 Drywall / Sheetrock 60 90 Lath Inspection Building Ceiling Air Barrier Insulation Roof (Com'l) Building Ceiling Grid 60 1000 Final Roof 70 ,/ 1000 inal Stucco / Siding 90 1000 Final Insulation Final Firewall Final Door Final Window Final Utility Building Final Screen Structure Final Pool Screen Enclosure Pre -Demo Final Demo 1000 Final Single Family Residence Final Commercial — New Final Commercial — Addition / Alteration Final Commercial — Change of Use Final Building (Other) ELECTRICAL PERMIT Min Max Inspection Descri tip Electric Underground Footer / Slab Steel Bond Electric Ceiling Rough t f ectric 1 Ro kh 10 i . electric Pre -Power Final Temporary Pole 1000 Electric Final Mv Min Max Inspection Description Roof Storm Drain Rough 10 Plumbing Underground Plumbing 2n Rough 2a Plumbing Tubset 1 b 1000 Plumbing Sewer Plumbing Grease Trap Rough Plumbing Steam / Chill Water Rough 1000 Plumbing Final E iICAL PERMIT thin Max Inspection Description 10 Mechanical Rough Mechanical Fire Damper Framing y% Mechanical Ceilin Rough Mechanical Fire Damper Annular Space ec n ical Insulation Wrap Mechanical Fire Damper Angle Light / Water Test Ck Welds Mechanical Grease Duct Wrap' 106 Mechanical Final REVISED: June 2014 e. CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No:Documented Construction Value: $ Job Address: Historic District: Yes 11 No Parcel ID: r - Zoning: 1; Description of Work: i1 Plan Review Contact Person: Title: Phone: Fax: E-mail. Property Owner Information Namc Phone: Street: v)-t"(.' Resident of property? City, State Zip:` :, i ft, Contractor Information Name IPhone-) Y'v Street: \"\ Fax: - ) 11 1 City, State Zip: State License No.: Architect/Engineer Information Name: Phone: Street: Fax: City, St, zip: E-mail: Bonding Company: Mortgage Lender: Address: Address: Building Permit 0 Square Footage: PERMIT INFORMATION Construction Type: No. of Dwelling Units: Flood Zone: Electrical 0 New Service — No. of AMPS: Mechanical (Duct layout required for new systems) No. of Stories: Plumbing 0 New Construction - No. of Fixtures: Fire Sprinkler/Alarm 0 No. of heads; — Shall be inscribed with the date of application and the code it, clilect as of that date (Code 2010 t7BC) 731.135(5)(6) Florida Statutes. REV 07.14 0 Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee. A copy of the executed contract is required in order to calculate a plan review charge. If the executed contract is not submitted, we reserve the right to calculate the plan review fee based on past permit activity levels. Should calculated charges exceed the documented construction value when the executed contract is submitted, credit will be applied to your permit fees when the permit is released. Signature of Owner/Agent Print Owner/Agent's Name L Date Signature of Contractor! A&( Date Signature of Notary -State of Florida Date Owner/Agent is Personally Known to Me or Produced ID Type ofID APPROVALS: ZONING: ENGINEERING: COMMENTS: UTILITIES: FIRE: Print Contractor/Agent's-Name 1_141 ignature ot'NotarN -State of HoWa Date NOTARY P*,'3'..i,-` 9FEIORMA JUs H". Berger M I Comzr.'z s'or # EE086742 IT111- Expire'4. ^ MAY 02, 2015 BONDED Tit RCA BONDING CIM, INC Contractor/Agent is b/ Personaliv Known to Me or Produced ID rypeof n3 WASTE WATER: BUILDING: Shall be inscribed with the date of application and the code in etTect as of that date (Code 2010 FRC) 731.135(5)(6) Florida Statutes. REV 07.14 AIR CONDITIONING - HEAT- SHEET METAL - ELECTRICAL P.0, Drawer 730008 -Ormond Beach, Florida 32173-0008 Daytona 253-7774 - West Volusia 738-3888 - Flagler 446-8658 Fax 255-9431 - ww YMr--coin D. G. ntey e r Fla. St, License 4CA C039739 - #CM C057027 - #CS C041365 TNVGa. St. License #CN007951 Ae"pi4;a[-Lic4asc-#EC-L3,0 -, This agreement, between D.G. Meyer, Inc. 345 Madison Ave., Daytona Beach, Florida, hereinafter called the Seller and Jorge GutieiTez. located at 1035 Primera Blvd.. Suite #104 1, Lake Mary, FL 32746 hereinafter called the Purchaser, provides for the following equipment and materials to be -furnished and installed by the Seller, in premises owned by the Purchaser. Located at 1700 Forest Drive, Sanford, FL and occupied by McCann residence. E- Mail: iepic820a &mail, corn. -Cell: 386-479-5712. D. G. Meyer, Inc. is proud to submit the following quote on high efficient system, with the following notes and clarifications. NOTES/ CLARIFICATIONS: 1) Quote based on Carrier model #25HBC524 heat pump, SEER 15, 2) A maximum of (8) supply diffusers and (3) return air grills are included in quote. 3) Air handier will be set on contractor platform. 4) Duct system to be fiberglass, flex and metal; designed, fabricated and install to comply with Florida State 2014 Energy Code. 5) New refrigerant tubing, thermostat, condenser pad and Florida State Energy calculation forms are included, if needed. 6) NOT INCLUDED are electric, Jen-Aire or chase for refrigerant tubing, or stove venting. 7) Included bathroom fan and venting of fan. 8) Comes with warranty of 10 year on compressor and parts, I year on labor. Total............ $ 6,125.00 If you have any questions call (386) 253-7774 or fax 255-943 1. There will be a $50.00 service charge on all returned checks. For the above work the Purchaser agrees to pay the Seller the total sum of $6,125-00 ; Payable as follows: A progress payment, upon signing agreement of 50% = $3,066.00 A final payment, upon completion of 50% =$3,061.00 This proposal is valid for jbi rt3Q days. -3 Proposed this .191' day of May, 2014, by Steven K. Jones for seller. CM C057027 In consideration of the sale, delivery or installation of the above described materials, the Undersigned personally guarantees payment of the amounts contained herin. Accepted this _day of 2014, by/for PURCHASER k!""'vision FJ 7,ixiwqse, toc), Permit f/ Subi Ili it'll OaIQ Pr(jcct Address: lox: Ph: Ift --- ---------- ioll rcvisiow FD 130ildill&) EJ Mcchmical Life SIfQty el Waste Wi((,(, 1:1 ualitie", D Waste NOW D p1mming El AgOcOng EJ Fie mmimi RN C,j''v cif Phi 107=5,01,510 F;,m: 7J,A-A 020IE4 G,enwl-M dvscripliclul of revision. It 0 U 1"I N 41 1 N FO R Pd AT I () PN ApproveU V Revision 0 jug 0 1 M4 City of Sanford Response to Comments 0 'il Building & Fire Prevention Division Ph: 407.688.5150 Fax: 407.688.5152 Email: building@sanfordfl.gov Permit # I Li — I ( Submittal Date -! 1 -11 1 Project Address: FO(e V Contact: M C ( Yi r--, Ph: L() -) - l 9 Fax: Email: I c) Trades encompassed in revision: El Building El Plumbing El Electrical El Mechanical El Life Safety El Waste Water Department El utilities El Waste Water 0 Planning El Engineering 0 Fire Prevention R Building General description of revision: ROUTING INFORMATION Approvals AW CITY OF SANFORD BUILDING AND FIRE PREVENTION DIVISION 300 N. PARK AVENUE SiANFORD, FLORIDA 32772 PHONE: 407.688.5150 FAX: 407.688.5152 PLAN REVIEW COMMENTS Application Number: 14-1620 Date: 6/02/2014 Contact Person: Jorge Gutierrez Contact Phone Number: 386.479.5712 Contact Fax Number: N/A Contact E-mail Address: JEPIC82@gmail.com Project Description: Residential Addition/Alteration Job Address: 1700 Forest Drive 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: 1 Please submit 2 copies of Energy Calculations, as only I copy was provided. FBC 107 2. The "Owner/Agent" is required to sign and date all copies of the Energy Calculations FBC 107 3. The EFL, card located within the Energy Calculations is required to be filled out. tFBC 107 OPlease provide an electrical load calculation to include the existing building and new addition in accordance with NEC article 220. See NEC section 220.16(A) FBC107 05.. Please provide two (2) copies of Florida Product Approval and the manufacturer's installation instructions for the following products: windows, mullions, doors, soffit and roofing materials — including the off ridge vent. FBC 107, FS 553.842, FAC61 G20-3 Please provide two (2) copies of completed and signed Statewide Product Approval Specification Form and include the following products: windows, mullions, doors, soffit and roofing materials — including the off ridge vent. Please see the attached blank form for your use. FBC 107, FS 553.842, FAC61G20-3 J- 077 Please provide two copies of an HVAC duct layout, including register and duct sizes for all new duct work to be installed. FBC 107 PIx Please provide two copies of a plumbing drain, waste and vent riser diagram to include all plumbing tures, pipe sizes and venting requirements. This riser diagram may be hand drawn, on an 8.5"xI I" sheet of paper and does not have to be signed and sealed. FBC 107 Please provide an engineered method ofattaching the new A/C condenser tothe concrete pad that will meet wind loads asrequired byFBCRM|307.2l PBC|O7 0* A0. The attic access size is labeled as being 24x24.Anattic access iarequired Wberough framed to minimum size of22 x3K in accordance with FBCKNQ07.|. Please revise all details outhe plans that indicate the attic access size tomeet the code requirement. F@C|07 Please provide the size ofthe window iuthe existing master bedroom toverify itmeets the egress requirements ofFB[ftR3|0 FBC|07 042. The attic access is required to be provided with uswitched orpull chain lighting outlet, in u000rdunoc with NEC 210.70(/\)(3). P|ouoe indicate this requirement on the electrical page. PBC|07 Please provide the Truss }D`aonsheet A- 4 that match the truss id`mpu.vided bv/be truss manufacturer. FB[|07 mU4. Please provide owood frame header detail for the exterior opening, including header size, jacketuds and strapping ,equiremcoto,ioaccordance with PBC2308.g.5 P8C|07 QIW. The Wall details onsheet S'( cu|| forR-|9 insulation iothe ceiling/ attic areas while the energy calculations specify ;<-]O insulation. P|cuuc revise the plans tomatch the energy calculations. FBC| U7 Any error momission inthis plan review shall not be construed to grant approval of any violation ofany of the adopted codes *,municipal ordinances ofthis jurisdiction. Please direct any questions you may have to Steve Fiorey at 407-688-5065 or by E-mail at Fiorey Residential Pkmo Examiner 2- OW Page I of I Fiorey, Steve From: Fiorey, Steve Sent: Monday, June 02, 2014 11:14 AM To: 'JEPIC82@gmail.com' Subject: 1700 Forest Drive Plan Review Comments Attachments: 14-1620 1700 Forest Drive.doc Mr. Gutierrez, Attached are the comments for the plans you submitted regarding the addition at 1700 Forest Drive. If you have any questions, please feel free to email me at anytime. Thank You, Steve Fiorey Residential Plans Examiner[Building Inspector III City of Sanford Fire Department Buildiniz and Fire Prevention Division 300 N. Park Ave Sanford, FL Office: 407-688-5065 Fax: 407-688-5152 6/2/2014 anew *% CITY OF SANFORD BUILDING AND FIRE PREVENTION DIVISION 300 N. PARK AVENUE SANFORDr FLORIDA 32772 PHONE: 407.688.5150 FAX: 407.688.5152 PLAN REVIEW COMMENTS Application Number: 14-1620 Date: 6/02/2014 Contact Person: Jorge Gutierrez / Michelle McCann Contact Phone Number: 386.479.5712 / 407.579.6789 Contact Fax Number: N/A Contact E-mail Address: JEPIC820gmail.com / Spiivjewelry680yahoo.com Project Description: Residential Addition/Alteration lob Address: 1700 Forest Drive 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: The following comments from the ORIGINAL review have not been addressed as noted in the SECOND REVIEW: Original Comment: 2. The "Owner/Agent" is required to sign and date all copies of the Energy Calculations FBC 107 SECOND REVIEW: This comment has not been answered. The contractor is required to sign and date the cover sheet of the Energy Calculations. As a courtesy, I have included a copy of the document with these comments to be signed and brought back as answer to comments. Original Comment: 3. The EPL card located within the Energy Calculations is required to be filled out. FBC 107 SECOND REVIEW: This comment has not been answered. The contractor is required to sign and date the EPL card of the Energy Calculations. As a courtesy, I have included a copy of the document with these comments to be signed and brought back as answer to comments. Original Comment: 4. Please provide an electrical load calculation to include the existing building and new addition in accordance with NEC article 220. See NEC section 220.16(A) FBC 107 SECOND REVIEW: This comment has not been answered Original Comment: 5. Please provide two (2) copies of Florida Product Approval and the manufacturer's installation instructions for the following products: windows, mullions, doors, soffit and rooting materials — including the off ridge vent. FBC 107, FS 553.842, FAC61G20-3 SECOND REVIEW: This comment has not been answered. Original Comment: 6. Please provide two (2) copies of completed and signed Statewide Product Approval Specification Form and include the following products: windows, mullions, doors, soffit and roofing materials — including the off ridge vent. Please see the attached blank form for your use. FBC 107, FS 553.842, FAC6I G20-3 SECOND REVIEW: This comment has not been answered. I have included another blank form with this review. Florida Product Approval numbers being with FL and can be located at www.floridabuilding.org. Select the Product Approval tab on the left. Original Comment: 8. Please provide two copies of a plumbing drain, waste and vent riser diagram to include all plumbing fixtures, pipe sizes and venting requirements. This riser diagram may be hand drawn, on an 8.5"xI 1" sheet of paper and does not have to be signed and sealed. FBC 107 SECOND REVIEW: This comment has not been answered. 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 a,sanfordfl.gov . Respectfully, Steve Fiorey Residential Plans Examiner 2-