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215 W 18 St 11-1570 Addition
PERMIT PHONE NUMBER a - -3e 3 - (.0 -3 S I PROPERTY OWNER ADDRESS PHONE NUMBER ELECTRICAL CONTRACTOR MECHANICAL CONTRACTO PLUMBING CONTRACTOR MISCELLANEOUS CONTRACTOR PERMIT NUMBER FEE MISCELLANEOUS CONTRACTOR PERMIT NUMBER FEE a SUBDIVISION PERMIT # I l / DATE % PERMIT DESCRIPTION \\ PERMIT VALUATION -10 e7y U SQUARE FOOTAGE ! 7 l Z AUG 212011 BY: F D Wo CITY OF SANFORD rn BUILDING & FIRE PREVENTION 1; PERMIT APPLICATION Application No: I I `5 Documented Construction Value: $ .2__7 I Job Address: ,2%J yr Historic District: Yes eNo Parcel ID: -:36 • 9 ' _ 30 - 5'0,6 - nQ-Y) - 06:?Q Zoning: Description of Work: AuL "z& 70'a_/ 1'pX La tv u/ !f , !7 I G. iPlan Review Contact Person: Title: Phone: Name Street: City, State Zip: Fax: E-mail: Property Owner Information Phone: Resident of property? : Contractor Information Name Y ivcG hone: 3W6-77 f-V2/ Street: 313 6- 2l sailL egg . Fax: 3R6-775-- 1 7 `f 9 City, State Zip: R0 r- 0. z 73 5i- State License No.:GI= Co,S79 4k1R' Architect/ Engineer Information Name: Phone: Street: City, St, Zip: Bonding Company: Address: Building Permit Square Footage: No. of Dwelling Units: Electrical New Service — No. of AMPS: Fax: E- mail: Mortgage Lender: Address: PERMIT INFORMATION Construction Type: Flood Zone: Mechanical 0 (Duct layout required for new systems) No. of Stories: Plumbing 0 New Construction - No. of Fixtures: Fire Sprinkler/Alarm No. of heads: 4 Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand 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. 0 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: Signature o MICHELE A. ZAWATSKY Notary Public - State of Florida My Comm. Expires Sep 2, 2012 Commission Ar DO 819575 f •° d' •` Bonded Through National Notary Assn. Contractor/Agent is Personally 1Jno;wn—toTAe or Produced ID Type of ID UTILITIES: WASTE WATER: FIRE: BUILDING: / Rev 11.08 LIMITED POWER OF ATTORNEY Date: / I hereby name and appoint: an agent of: CJal Jy',"" Name of Company) to be my lawful attorney -in -fact to act for me to apply for, receipt for, sign for and do all things necessary to this appointment for (check only one option): O All permits and applications submitted by this contractor. Ra" The s ecific pe tt and application for rk located a- - C - Street Address) Expiration Date for This Limited Power of Attorney: Lice. State Sign STA COL Notary Seal) MICHELE A. ZAWATSKY Notary Public - State of Florida My Comm. Expires Sep 2, 2012 o Commission # DD 819575 E9,`, Bonded Through National Notary Assn. Rev. 3/27/07) Signature Print or type name Notary Public - State of _ Commission No. My Commission Expires: as Gas Plumbing Services, Inc. 3135 Noah Court - Deltona, FL 32738 Office: (386) 774-8244 Fax: (386) 775-1749 STATE LICENSE # : CF-COS7948 LP LICENSE # : LP-17000 PERMIT # : BUILDER ADDRESS: a I s W R MODEL # : GAS TYPE: 14A'4-,J4,4L- DELIVERY PRESSURE: 11-I IL"), 6_ PIPE TYPE-: CSST / GALVANIZED LONGEST RUN: S 3 r FURNACE: RANGE: 6 D WATER HEATER : ) DRYER: 'yo w FIREPLACE : GRILL: 4o4 SPA/POOL HEATER OTHER: TOTAL LOAD: 00 L SIZING TABLE USED: fLAC. ?"'pe P- 4 CREATED BY: ; /"C Q 0, 1 L DATE: J) _ / I 3U( pri In Ljj v SPECIFICATIONS Install location. Indoor/ Outdoor, Wail Hanging Air Supply/Exhaust: Power Vented Ignition: Direct Ignition Operating Pressure: 15-150 PSI Minimum Flow Rate: 0.50 GPM Dimensions: 23.6"(Height) x 13.8"(Width) x 9.4"(Depth) Weight: 44 ibs. Water Holding Capacity: 0.2 Gallon Connection Sizes: Water Inlet - 3/4" Hot Water Outlet - 3/4" Gas Inlet - 3/4" Power Supply: 120 VAC (60Hz) Power Consumption: NG : 65W LP : 65W Freeze Prevention 125W Materials: Casing - Zincified Steel Plate/Acryl Coating Flue Collar - Stainless Steel Heat Exchanger - Copper Sheeting, Copper Tubing Safety Devices: Flame Rod, Thermal Fuse, Lightning Protection Device (ZNR), Electric Leakage Prevention Device GFCI), Overheat Prevention Device, Freezing N-0631 S Noritz Natural Gas Tankless Water Heater - NG Prevention Device, Fan Rotation Detector Accessories: Anchoring Screws PERFORMANCE Gas Consumption: Page 2 of Maximum Performance-NG: 180,000 btuh, LP: 180,000 btuh ' Minimum Performance-NG: 25,000 btuh, LP: 25,000 btuh Maximum Hot Water Capacil 6.3 Gal./min. Capacity Range: 0.502.1 GPI./min. Temperature Settings (only with remote unit): 100-150OF (In 5°F intervals), 160OF (12 Options) Default Temperature Options (without remote unit): 120, 130, 140°F (Original is 120°F) Seminole County Property Appraiser Get Information by Parcel Number Page I of I DAYID JDHmsom, CFA, ASA PROPERTY`} APPRAISE R EMINOLE COUNTY FL 1101 E. Flaw I SANFORD,FL 32771-i-14E8 407 - 665 - 7506 s it VALUE SUMMARY VALUES 2011 Working 2010 Certified GENERAL Value Method Cost/Market Cost/Market Number of Buildings 1 1ParcelId: 36-19-30-506-0000-0690 Depreciated Bldg Value 36,954 46,489Owner: LOPER SAM C & SANDRA K Depreciated EXFT Value 0 0MailingAddress: PO BOX 938 Land Value (Market) 15,510 16,074City,State,ZipCode: SANFORD FL 32747 Land Value Ag 0 0PropertyAddress: 215 18TH ST W SANFORD 32771 Just/Market Value 52,464 62,563SubdivisionName: SANFORD HEIGHTS Tax District: S1-SANFORD Portablity Adj 0 0 Exemptions: Save Our Homes Adj 0 0 Dor: 01-SINGLE FAMILY Amendment 1 Adj 0 0 Assessed Value (SOH) 52,464 62,563 Tax Estimator 2011 Notice of Proposed Property Tax 2011 TAXABLE VALUE WORKING ESTIMATE Taxing Authority Assessment Value Exempt Values Taxable Value County General Fund 52,464 0 52,464 Amendment 1 adjustment is not applicable to school assessment) Schools 52,464 0 52,464 City Sanford 52,464 0 52,464 SJWM(Saint Johns Water Management) 52,464 0 52,464 County Bonds 52,464 0 52,464 The taxable values and taxes are calculated using the current years working values and the prior years approved millage rates. SALES Deed Date Book Page Amount Vac/Imp Qualified QUIT CLAIM DEED 03/2011 07559 1689 $30,000 Improved No 2010 VALUE SUMMARY QUIT CLAIM DEED 08/2008 07056 1016 $37,000 Improved No 2010 Tax Bill Amount: 1,257 PROBATE RECORDS 04/2006 06212 1244 $100 Improved No 2010 Certified Taxable Value and Taxes DOES NOT INCLUDE NON -AD VALOREM ASSESSMENTSWARRANTYDEED10/1999 03747 0964 $56,300 Improved Yes QUITCLAIM DEED 09/1999 03729 0047 $100 Improved No Find Comparable Sales within this Subdivision LAND LEGAL DESCRIPTION Land Assess Method Frontage Depth Land Units Unit Price Land Value PLATS: Pick._ FRONT FOOT & DEPTH 60 127 .000 275.00 $15,510 LEG LOT 69 SANFORD HEIGHTS PB 2 PG 63 BUILDING INFORMATION Bid Num Bid Type Year Bit Fixtures Base SF Gross SF Living SF Ext Wall Bid Value Est. Cost New Buildin 1 SINGLE FAMILY 1952 3 725 1,079 833 CONC BLOCK $36,954 Sketch 46,777 Appendage I Sqft OPEN PORCH FINISHED / 18 AppendagelSgft BASE /108 Appendage I Sqft CARPORT FINISHED / 228 NOTE: Appendage Codes included in Living Area: Base, Upper Story Base, Upper Story Finished, Apartment, Enclosed Porch Finished,Base Semi Finshed Permits NOTE: Assessed values shown are NOT certified values and therefore are subject to change before being finalized for ad valorem tax purposes. If you recently purchased a homesteaded property your next ear's property tax will be based on Just/Market value. http://www.scpafl.org/web/re_web.semi no le_county_title?parcel=36193050600000690&c... 8/23/2011 REQUEST FOR PRE -POWER I 10Z a z des Altamonte Springs, Casselberry, Lake Mary, Longwood, Oviedo, Sanford, Seminole County, Winter Springs Date: !mil Project Name: GU'Q% S 1-ram Project Building Permit #: ll —`5 % Electrical Permit # In consideration for authorizing the appropriate utility company to energize the facility, we agree with and understand the following: 1. The facility will not be occupied until a certificate of occupancy has been issued. 2. If the jurisdiction hereafter finds that the facility has been occupied before a certificate of occupancy has been issued, the jurisdiction will have the unilateral right to direct the utility to terminate electrical service without notice. Furthermore, we understand and agree that should the jurisdiction exercise such right, the jurisdiction will not be responsible for any damages or costs which may result from the exercise of such right. Also, in the event any third party claims damages from the exercise of such right, we agree to jointly and individually indemnify and hold harmless the jurisdiction from all such damages and costs, including attorney's fees. 3. The building or structure shall be weather tight and secure. The electrical wiring in the area designated for pre -power shall be complete and in safe order. All electrical services associated with the area will be 100% complete unless specifically approved by the electrical inspector. 4. Interior electrical rooms shall be lockable, if electrical panels are in an area that cannot be locked by doors, the panels shall be equipped with a locking mechanism (approved by the AHJ). The licensed electrical contractor or his licensed representative shall hold the keys(s) for such access to electrical panels to prevent energizing circuits other than those that are safe. 5. If provided, the fire sprinkler system must be operational, per the local AHJ requirements, with water on the system prior to pre -power. 6. This pre -power approval is valid for a maximum of 180 days from date of approval. 7. Check with the local jurisdiction for fees associated with pre -power. Sgrh o pE Ri Print Name of Owner/Tenant Signature ofOwner/Tenant JURISDICTION EMPLOYEE NAME: JURISDICTION: CALLED INTO altb F&1/z11)A1Nc Print Name of Gen. Contractor 4ZJ4 /vc_ Signatumlof Gen. Contractor CCcob(o74' Gen. Contractor License # rin a . Contractor Signature of El. Contractor z1Zoo 15 l-I-a, El. Contractor License # Progress Energy Florida Power and Light on Rev. 3/27/07) ML RECEIVED JUN 2 8 2011 F U CITY OF SANFORD BY: BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: o- l 5 /V Documented Construction Value: $ 0 Job Address: 215 We -St- 191"' Historic District: Yes No Parcel ID:Z - 19 ^30 -506- 0 co 0 - 0( q o Zoning. - Description of Work: t//e Plan Review Contact Person: 1141vin Title: Phone: 32 3 flf { Fax: Z/67 3Z/ Z 7Z 1 E-mail: 1 Property Owner Information Name L o pP r. S gn' d 5-xk 4 r o- Phone: I Street: rC Pox 13`c`3 Resident of property? : / 1O City, State Zip: `S Ork r—L 3a-? 7 ( Contractor Information ,! Nam. LQV-A LN2rs C e C -f) L ,% L Phone: Z/07 !;-2-/ 911 ZI ZI Street: 225 G W r 0:$U(' Fax: I/ J 37_1 Z-)Z-? City, State Zip: LAKE I YlState License No.: CRD0%5A a2 Name Street: City, St, Zip: Bonding Company: Address: Building Permit Architect/ Engineer Information Phone: Fax: E- mail: Mortgage Lender: Address: PERMIT INFORMATION Square Footage: 2079 Construction Type: No. of Dwelling Units: Flood Zone: Electrical 10 New Service - No. of AMPS: ,01 Mechanical ( Duct layout required for new systems) No. of Stories: 1 Plumbing New Construction - No. of Fixtures: Fire Sprinkler/Alarm No. of heads: Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, 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 tgnature of Cont, .tor/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: La Az Print Contractor/Agents Name Notary Public - State of Florida My Comm. Expires Feb 25, 2015 Commission #r EE 60182 Bonded Through National Notary Assn. Contractor/Agent is Personally Known to Me or Produced ID Type of ID UTILITIES: WASTE WATER: FIRE: BUILDING: Rev 11.08 Walters Electric Inc Commercial and Residential 225 E. Wilbur Ave Lake Mary, FL 32746 407.321.8444 Office 407.321.2729 Fax 6-28-11 Build Florida, Inc 352 383 7405 215 W 18"i Street Sanford. FL Plan# 04202011 Provide Temp power pole Provide 150 amp overhead electrical service at left rear corner of residence Replace existing interior electrical panel with new Add 5 smoke detectors to code Dining room: wire outlets to code, lighting per plan Master bed: wire outlets to code, lighting per plan (recessed cans to be supplied by builder) Master closet and master bath per plan Wire kitchen outlets to code, kitchen equipment and lighting per plan. Wire laundry room per plan. W/H, A/C, and heat (7 KW max) per plan Wire screened porch per plan Front porch: wire for (3) ceiling lights with switch Phone and cable outlets are per plan Provide necessary electrical permits from City of Sanford Bid amount is $3,110.00 Calvin Walters Electric Inc. RECEIVED - - 4-4c4t Zo,J%,,' pyj 1(11 -9 MAY S 8 Ot1 d' D CITY OF SANFORD UILDING & FIRE PREVENTION PERMIT APPLICATION Application No: J 5 Documented Construction Value: $ 70,000.00 Job Address: 215 WEST 18th STREET, SANFORD, FL 32771 Historic District: Yes No 1i Parcel ID: 26-19-30-506-0000-0690 Zoning: RESIDENTIAL Description of Work: ADDITION Plan Review Contact Person: RUDOLPH RODE, Title: PRESIDENT Phone: (352) 383-6339 Fax: (i-w) 383-7405 E-mail: midy@Mii 1 dfl on dain com Property Owner Information Name SAM & SANDRA LOPER Phone: (407) 787-3595 Street: 215 WEST 18th STREET Resident of property? : YES City, State Zip: SANFORD_ Fr. 37771 Contractor Information P91ZRONameBUILDFLORIDA, INC. Phone: (352) 383—L"J Street: 32618 WEKIVA PINES Ri.yD_ Fax: (352) IRI-6339 City, State Zip: SORRENTO, FL 32776 State License No.: CGC 007674 Architect/Engineer Information Name: R.H WILSON Phone: (407) 682-4052 Street: 466 W AT IRRIE D WENrrn Fax: (i m) 692- 38 1 City, St, Zip: ALTAMONTE SPRINGS, FL 32714 E-mail: Bonding Company: N-JA Mortgage Len Address: Address: PERMIT INFORMATION Building Permit 13 d r ,Tf Square Footage: 1397 Construction Type: block No. of Stories: (1) No. of Dwelling Units: (1) Flood Zone: g Electrical ® Plumbing 12 New Service - No. of AMPS: Mechanical ® (Duct layout required or new systems) s S r7 S New Construction - No. of Fixtures: (4) Fire Sprinkler/Alarm No. of heads: N/A qV 13 S 3 r t Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, beaters, tanks, and air conditioners, etc. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee. A copy of the executed contract is required in order to calculate a plan review charge. If the executed contract is not submitted, we reserve the right to calculate the plan review fee based on past permit activity levels. Should calculated charges exceed the documented construction value when the executed contract is submitted, credit will be applied to your permit fees when the permit is released. S! 7 ' 3 Lb l l Signature of OwnePAgent Date SAM LOPER, OWNER Owner/Agent's Vame Carol H. Avant State of Flarids Notary Public Commission No. DD756908 My OWission Expires 2125012 Owner/Agent is ersonally Known to Me or Produced ID Type of ID APPROVALS: ZONING: ENGINEERING: COMMENTS: Signature of C tractor/Agent Date RUDOLPH RODE, PRESIDENT Print Contractor/Agent's Name Signature of Notary -State of Florida Date 011111111111///i, Contractor/Agent is >_Wnally 6*0' _ or Produced ID Tvaef Ili. I = UTILITIES: 1' STE OF FLCR\'3 BUILD10ll Ilillllll Rev 11.08 Dear Mr. Rode, I am currently reviewing the building permit for an addition at 215 W. 18t" Street for zoning compliance. This property is located in a SR1-A zoning district, which requires a carport or garage. The proposed building permit includes enclosing the existing carport to remodel into a master bedroom. Please note, that this property does have alley access to the rear and city regulations do permit detached carports or garages. In addition, any detached structure over 200 sq ft is required to match the existing building, detached structures under 200 sq ft are exempt from this requirement. In order for me to sign off on the building permit, you will either need to revise the current plans to include an attached carport or garage OR submit an additional building permit for a detached carport or garage. Contact me if you have any questions or would like to discuss this matter further. Sincerely, Mary Moskowitz, A1CP Planner City of Sanford Planning and Development Services 407.688.5149 PLEASE NOTE: Effective Monday, October 4, 2010, City Hall hours will be from 7:30AM - 5:30PM Monday through Thursday. City Hall will be closed on Fridays and observed holidays. American Builders Supply Engineering Cover Sheet PERMIT # /,(-- 1r70 PaOFFIVgeIof1 46858 Job No: 719076 Bid No: M14598 AMERICAN ENGINEERING COVER SHEET UILDLIt5 SUPPLY 1801 71h SW, Winter Haven, FL 33880 — V 863.194.0611— F 863.293.1561 Project: Loper Residence Model Loper Residence Sold To: Build Florida, Inc. Ship To: Lot/BlocWSub: , , City/County: Sanford, Seminole Co Design Code IDesign Software Wind Speed FBC2007/TP12002 IMitek 20/20 7.140 1120 mph Design Method: — Roof Load Floor Load MWFRS(low-rise)/C-C Hybrid Wind ASCE 7-05 137 psf 155 psf En&ccr or Professional of Record: Ronald H. Wilson - 46615 Westherstield Ave, Winter Springs, FL 32719 - PE#9710 This package includes 5 individual, dated Truss Design Drawing(s). Page 1 of 1. No ID Seq No Date Dwg No ID Seq No Date Dwg No IID ISeq No (Date 01 a01 151198 5/10/2011 1003 a03 151200 5/10/2011 005 a05 151202 5/10/2011 002 a02 151199 1511012011 004 IaU 151201 5/10/2011 William M. Ranieri, P.E. (Truss Design Engineer - Florida PE License # 42704) Monte Consulting & Design of WMR & Associates, Inc. (CA# 9177) 222 S. Westmonte Drive, Suite #100; Altamonte Springs, FL 32714; (407) 681-1917 The truss drawing(s) referenced above have been prepared under my direct supervision based on the parameters provided by American Builders Supply. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. ,trr(111111/f j C UNLESS NOTED ABOVE, THERE IS NO STRUCTURAL ENGINEER OF RECORD AT THE TIME THESE DRAWINGS NOTE: The seal on these drawings Indicate acceptance of professional engineering responsibility solely for the truss compo a Nhb"! .-Ii suitability and use of the component for any particular building is the responsibility of the building designer, per ANSI/TPIc20 c,ie NSF••,• N 270•--- OF z 11 LI\/LII /,(ff DIIID'gitalty signed by i ••• . w` William Michael Ranieri ' = T ,• ORIOP •' y R, TM•° Date:2011.05.13 s( •••..•••• _`G v . on•man•x w im i 08:07:09-04'00' / V 1 ANALfile: HC:\N iTek\xmit\engcover.htm William M. Ranieri, PE 5 HUIY 42704 Job Truss Truss Type Oty Ply Bulb Florida -Loper Residence Cw9 No 001 719076 A01 GABLE 1 1 Job Reference (optional) American Builders Supply, Sanford, FI , Bill 7 140 s Jun 24 2009 MTek Industnes, Inc. Wed May 1107 16 13 2011 Page 1- L 7-10-0 15 4-0 23-0-0 , 30 6-4 38-2-0 4Cr0-0 7-10-0 7-6 0 7-8-07 6 4 7-7-12 7-10-0 )/ Sub-1 A 6= 36 35 34 33 32 31 30 27 28 27 26 25 24 23 5.5 = 4N a d6 = b6 = 701N 711N 110W-1750 138000 S 3539 12NN30 121NA)N 1111" 100W-511N 91WOr 316W-142# 54 W-610N 1525W-119W 310N4271N LOADING(psf) SPACING 2-M CSI DEFL in (lac) Udefl L/d PLATES GRIP TCLL 200 Plates Increase 1 25 TC 072 Vert(LL) -017 20-21 -958 360 MT20 244/190 TCDL 70 Lumber Increase 125 BC 087 Vert(fL) 04020-21 >412 240 BCLL 00 Rep Stress Incr YES WB 081 Horz(TL) 004 17 n/a rVa BCDL 100 Code FBC2007/TPI2002 Matnx-M) Wind(LL) 0 49 20-21 >337 240 Weight 290lb LUMBER BRACING TOP CHORD 2 X 4 SYP No 2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins BOT CHORD 2 X 6 SYP No 2 BOT CHORD Rigd ceding directly applied or 6-M oc bracing, Except WEBS 2 X 4 SYP No 3 4-10-14 oc bracing 23-25,22-23 OTHERS 2 X 4 SYP No 3 5-7-6 oc bracing 20-21 10-0-0 oc bracing 17-47 MTTek recommends that Stabilizers and required cross bracing be installed dunn truss erection in accordance with Stabilizer Installation guide REACTIONS All bearings 25-0-0 except QY-length) 47=0-3-8 lb) - Max Horz36=134(LC 5) Max Uplift All uplift 100 lb or less at joult(s) except 28=-511(LC 7), 33=363(LC 5), 35=-175(LC 1), 36= 479(LC 7), 26=-142(LC 8). 25=610(LC 1), 23=11gB(LC 8). 47=-271(LC 6) Max Grav All reactions 250 lb or less at jonrt(s) 29, 30, 31, 34, 35, 27 except 28=1004(LC 1), 33=544(LC 11), 36=701(LC 1). 26=316(LC 1), 25=644(LC 8), 23=1525(LC 1), 47=310(LC 12) FORCES (lb) - Max Comp /Max Ten -All forces 250 (lb) or less except when shown. TOP CHORD 1-46=-672/540, 2-46=-621/541, 2.3=-584/549, 34--767/681, 4-5=783r712, 5-6==-706/692, 6-7=-672/695, 7-8= 6811756, 8-9=-53_M57, 9-10=536n54, 10-11=484750. 11-12=706r725, 12-13=740/715, 13.14=703/670, 14-15=-708/665, 15-16=437/450, 16-50=-457/417 BOT CHORD 1-45=-495J638, 38-45=-495/638, 37-38=-495/638, 36-37=-495/638, 35-36=-653/850, 34-35=-653/850, 33-34=653/850. 32-33=-653/850, 31-32-653/850, 30-31=653/850. 29-30 -653/850, 28-29=653/850, 27-28=653/850, 26.27=653/850, 2 -26=653/850, 24-25=-653/850, 23-24=653/850, 22-23=653/850, 21-22=-653/850, 20-21=653/850, 19-20=-354/409, 18-19=354/409, 18-48=354/409 WEBS 9-28=$71/753, 8.33=-440/431, 10-23=-462/453, 15-19=-9251709, 3-36=223(314, 15-20=-1056/1348 NOTES (10) 1) Unbalanced roof Irve bads have been considered for this design. 2) Wind ASCE 7-05, 120mph (3-seoond gust), TCDL=4 2pst BCDL--6 Opsf; h=25ft; Cat II, Exp B, enclosed, MWFRS (low-rise) gable and zone and C-C Exterior(2) zone, cantilever left and right exposed , porch nght exposed,C-C for members and forces S MWFRS for reactions shown, Lumber DOL=1 60 plate grip DDL=1.60 3) Truss designed for wind bads in the plane of the truss only For studs exposed to wind (normal to the face), see MTek "Standard Gable End Detail" 4) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions It is the responsibility of the fabricator to increase plate sizes to account for these factors 5) All plates are 2x4 MT20 unless otherwise indicated. 6) Gable studs spaced at 2-M oc 7) This truss has been designed for a 10 0 psf bottom chord Irve bad nonoor7current with any other Irve bads 8) • This truss has been designed for a live load of 20 Opsf on the bottom chord in all areas where a rectangle 3-8-0 tall by 1-0-0 wide will lit between the eN • • chord and any other members, with BCDL = 10 0 9) Provide mechanical connection (by others) of trussu3 bearing plate capable of withstanding 511 lb uplift at pint 28, 363 lb uplift at joint 33, 175 lb upl t e•• L I C E N S E 479 lb uplift at joint 36, 142 lb uplift at joint 28, 610 lb uplift at joint 25, 1199 lb uplift at pint 23 and 271 lb uplift at joint 47 10) Segn 51198, Date 5/102011 LOAD CASE(S) Standard No.42704 STATE OF t; 4YDAIAILZW Job Truss Truss Type City PtyTJ lorida - Loper Residence Dwg No 002 719076 A02 COMMON 5 ference o ana Ameraan Builders Supply, Sanford, FI , Bill 24 2009 MTek Industries, Inc Wed May 11 07.16 14 2011 Page 1 1ao s 4-0 2ao-0 so--4 38-2-0 46-0-0 7-1 N 7-6-0 T&O 7$4 7-7-12 7-10-0 4 _ 1515W-913s Scut=1733 1591 W-M7N 44W-3970 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) Vdefl Ud PLATES GRIP TCLL 200 Plates I rcrease 1.25 TC 048 Vert(LL) 00412-14 >999 360 MT20 244/190 TCDL 70 Lumber Increase 125 BC 034 Vert(rL) 00810-12 >999 240 BOLL 00 Rep Stress Ina YES WB 090 Horz(rL) 002 10 n/a n/a BCDL 100 Code FBC2007/TP12002 Matrix-M) Wind(LL) 005 12-14 >999 240 Weight 258lb LUMBER BRACING TOP CHORD 2 X 4 SYP No 2 TOP CHORD Structural hood sheathing directly applied or 6.0-0 oc purhns BOT CHORD 2 X 6 SYP No 2 BOT CHORD Rigd ceiling directly applied or 6-0-0 oc bracing. WEBS 2 X 4 SYP No 3 WEBS 1 Row at mdpt 3-12 FdM Tek recommends that Stabilizers and required cross bracing be installed during truss erection in accordance with Stabilizer Installation guide REACTIONS (lb/size) 15=1545/0-8-0 (inn 0-1-13), 10=1591/0-8-0 (min 0.1-14), 8=416/0.3-8 min 0-14 Max Horz 15=135(LC 6) Max UpIAt15=913(LC 7), 10=-847(LC 8), 8=-397(LC 6) Max Grav15=1545(LC 1). 10=1591(LC 1), 8=440(LC 12) FORCES (lb) - Max Comp./Max. Ten - All forces 250 Qb) or less except when shown TOP CHORD 1-16=-363/320, 2-16=-911/793, 2-3=725/226, a 4--59( 276, 4-5=-589/279, 5-6=-355/485, 6-18=3221402 BOT CHORD 1-17=-272f335, 15.17=-691/941, 14-15=-643t9M, 13-14=-43/627, 13-20=-43(627, 12-20--43/627, 12-21=75/331, 11-21=75/331, 11-22=-75/331,10-22=-75/331,9-10=271/252,8-9=-280/254,8-19=-280/254 WEBS 2-15=-1291/1002, 2-14=830/1341, 3-14=274/421, 512=-235/661, 5-10=-1136/761, 6-10=-651/912, 18-19=-376/412 NOTES (7) 1) Unbalanced roof Irve bads have been considered for this design 2) Wind ASCE 7-05, 120mph (3-second gust), TCDL=4 2psf BCDL=6 Opsf, h=25f; Cat II, Exp B, enclosed, MWFRS (low-rise) gable end zone and C-C Extenor(2) zone, cantilever left and right exposed , porch right exposed,C-C for members and forces 3 MWFRS for reactions shown, Lumber DOL=1.60 plate grip DOL=1 60 3) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions It is the responsibility of the fabricator to increase plate sizes to account for these factors. 4) This truss has been designed for a 10.0 psf bottom chord Irve bad nonooncurrent with any other Irve bads 5) , This truss has been designed for a live load of 20 Opsf on the bottom chord in all areas where a rectangle 3-" tall by 1-0-0 wide will fit between the bottom chord and any other members, with BCDL =10 Opsf 6) Provide mechanical connection (by others) of truss to bearing plate capable of wdhstanding 913 lb uplift at pint 15, 847 lb uplift at joint 10 and 397 Ib uplift at joint 8. 7) Segn 51199, Date.5/10/2011 LOAD CASE(S) Standard millillov, 1 e LICENSE'.. a No.42704 STATE OF .1 04 Job Truss Thus Type Qty Ply Build Florida - Loper Residence Dwg No 003 719076 A03 COMMON 10 1 Job Reference o ro American Builders Supply, Sanford, FI , Bill 7 140 s Jun 24 2009 MiTek Industries, Inc Wed May 1107 16 15 2011 Page 1- 7-10-0 114-0 230 8 0 121 46-0-0 7- 10-0 7 3- 0-0 6 0 74W 7 8 0 7-6-0 7-10-0 Sc. = 1 7A 0- M 3X6 it ° = 46 = h6 = Ili II a6 = 4.6 = 7- 10-0 15-4-0 23-0-0 LOADING( psf) SPACING 2-0-0 CSI TCLL 20 0 Plates Increase 1 25 TC 080 TCDL 7.0 Lumberincrease 125 BC 069 BCLL 00 Rep Stresslncr YES WB 068 BCDL 100 Code FBC2007/TPI2002 (Matnx-M) DEFL in (loc) I/defl Ud Vert( LL) -020 9-10 >999 360 Vert(TL) - 045 9-10 >969 240 Horz(fL) 006 B n/a rVa Wind(LL) 027 9-10 -999 240 1Y1M.366. 38-2- 0 44-2-0 ,46-( 7.4 6 0 0 1-1( PLATES GRIP MT20 2441190 Weight 260lb LUMBER BRACING TOP CHORD 2 X 4 SYP No 2 TOP CHORD Structural wood sheathing directly applied or 2-6-0 oo purlms BOT CHORD 2 X 6 SYP 240OF 2 OE 'Except- BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing B2 2 X 6 SYP No 2 WEBS 1 Row at mdpt 2-14, 3-12, 5-12 WEBS 2 X 4 SYP No 3 MTek recommends that Stabilizers and required cross bracing be installed dunn lass erectan in accordance with Stabilizer Irutallabon guide. REACTIONS (lb/ size) 15=2086/04W (inn 0-1.11), 8=1481/0-8-0 (min G-1-8) Max Horz 15=109(LC 8) Max UpIrftl5=- W9(LC 5). 8=368(LC 6) FORCES (lb) - Max Comp /Max Ten - All forces 250 (lb) or less except when shown TOP CHORD 1-16=-411/358, 2-16=-89W82, 2-3---1538567, 3-4=-1679/870, 4.5=-16801871, 5.6=2505/1204, 6-18=-2671/1253, 7-18=-447/68 BOT CHORD 1-17=-307/ 379, 1517=-681/930, 14-15=-621/881, 13-14=-290/1398, 13-20=290/1398, 12-20=29Gr1398, 12-21=-899/2323, 11-21=8992323, 10-11=- 899r2323, 9-10=10892476. 8-9=1079/2467, 8-19=-107912467, 7-19=68(424 WEBS 2-15=-1800/1267, 2-14=12412121, 3-14=532/572, 4-12=-140/603, 5-12=-982/565, 510=-137414, 6-9=-215/258, 18.19=952/648 NOTES (7) 1) Unbalanced roof Irve bads have been considered for this design 2) Wirid ASCE 7-05, 120mph (3-seoond gust), TCDL=4 2psf; BCDL=6 Opsf, h=25ft: Cat II, Exp B, enclosed, MWFRS (low-rise) and C-C Extenor(2) zone, cantilever left and right exposed ,C-C for members and forces 3 MWFRS for reactions shown; Lumber DOL=1 60 plate gnp DOL=1 60 3) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection oondibons It is the responsibility of the fabricator to increase plate sizes to account for these factors 4) This truss has been designed for a 10 0 psf bottom chord Irve bad nonconcurrent with any other Irve bads 5) ' This truss has been designed for a Irve load of 20 Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-M wide will fit between the bottom chord and any other members, with BCDL =10 Opsf 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 669 lb uplift at pint 15 and 368 lb uplift at pint B. 7) Segn.51200, Date Sr102011 LOAD CASE(S) Standard M MIS LICENSE •;v tto*'-, No.427Q4 STATE OF o' I RIOm Job Truss Truss Type City Ply Buid Fbnda -Loper Residence Dag No 004 719076 A04 SPECIAL 5 1 Job Reference (optional) American Builders Supply, Sanford, FI , Bill 7 140 s Jun 24 2009 MTek Industries, Inc Wed May 1107 16 15 2011 Page 1 4-1-0 8-2-0 15-7-0 23-0-0 27-7 4 32-2-8 38-2-0 1 4Cr0 0 4-1-0 4-1-0 7-5 0 7-5-0 47-4 4-7-4 `r11 8 7-10-0 1 73 7 5.5 = d`= 7.8= Us= 2411 4.3 1993W. 107W 1.11N-Nu 7-10-0 8 0 14-2-2 20-2-4 2121 32-21 121 442-0 ,46-0 0 7-10.0 0 -0 6 0 2 s-0-2 s-0 2 6-0 2 511 8 fr0 0 10 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) Vdefl Ud PLATES GRIP TCLL 200 Plates Increase 1 25 TC 0 79 Vert(LL) 026 13-14 >9% 360 MT20 244/190 TCDL 70 Lumber Increase 125 BC 063 Vert(TL) 059 13-14 >731 240 BCLL 00 Rep Stresslncr YES WB 085 Horz(TL) 028 10 n/a r1/a BCDL 100 Code FBC2007lrP12002 Matrix-M) Wind(LL) 033 13-14 >999 240 Weight 262lb LUMBER BRACING TOP CHORD 2 X 4 SYP No 2 TOP CHORD Structural wood sheathing directly applied or 2-9-3 oc pudins BOT CHORD 2 X 6 SYP No 2 *Except* BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing B3 2 X 6 SYP 2400E 2 OE MTek recommends that Stabilizers and required cross bracing be installed WEBS 2 X 4 SYP No 3 dunn truss erection in accordance with Stabilizer Installation guide REACTIONS (Ib/ s¢e) 16=1993/0-8-0 (inn 0-1-9), 10=1411/048-0 (min 0-1-8) Max Horz 16=135(LC 6) Max UpliM6= 1079(LC 7), 10=-663(LC 8) FORCES (lb) - Max Comp /Max Ten - All forces 250 (lb) or less except when shown TOP CHORD 2-17=-632/513, 2-3=-970855, 3-4=-1974/617, 4-5=-3635/1356, 5-6=-2546/1280, 6-7=-2629/1276, 7-8=-2396/1233, 8-19=-2477/1217, 9.19=- 388/45 BOT CHORD 18.18=-453/627, 15.16=-787/1074, 14-15=-5952491, 13-14=-720/2425, 12-13=-1004f2378, 11-12=-1054/2291, 10-11=10432282, 10-20= 10432282, 9-20=-48/371 WEBS 2- 16=-326/419, 3-16=-1470/904, 3-15=-12072530, 415=-1307/841, 4-14=-340(1066, 514=-341/1778, 513=270/362, 7-12=-480272, 8-11=- 238264,19-20=-923/659 NOTES (8) 1) Unbalanced roof live bads have been considered for this design 2) Wind ASCE 7-05, 120mph (3-second gust), TCDL=4 2psf; BCDL=6 Opst, h=25ft; Cat II, Exp B, enclosed, MWFRS (low-nse) gable end zone and C-C Exterior(2) zone, cantILver left and right exposed ,C-C for members and forces d. MWFRS for reactions shown, Lumber DOL=1 60 plate gnp DOL=1.60 3) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions It is the responsibility of the fabricator to increase plate sizes to account for these factors 4) This truss has been designed for a 10 0 psf bottom chord live bad noneoncurrent with any other live bads 5) ' This truss has been designed for a live lead of 20 Opsf on the bottom chord in all areas where a rectangle 3-64 tall by 1-0-0 wade will fit between the bottom chord and any other members 6) Bearing at joint(s) 16 considers parallel to grain value using ANSI/TPI 1 angle to gram formula Building designer should verily capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1079 lb uplift at pint 16 and 663 lb uplift atjoint 10 8) Segn 51201, Date 5/102011 LOAD CASE( S) Standard M M. e:Ae-- LICENSE •; OfNo. 427Q4 STATE OF,+;' uAR Job Truss Truss Type Oty Ply Build Florida - Loper Residence Dwg No 005 719076 A05 GABLE 1 1 Job Reference o ro American Builders Supply, Sanford, FI , Bill 7 140 s Jun 24 2009 MTek Industries, Inc Wed May 1107 16 16 2011 Page 1 L _@Ss] 9 M 43 314 42 41 p 39 ]t 31 3675 31 lJ 32 31 30 29 11 21 16 25 24 4.4 = 64 _ 855 33W3660 32 W-IIW 19 539 23704W 21M770 757WA1Y 578 - 15" 2Wd 79. 724 -820 7M-31/ 23WA1/ 1pM-M QW-790 16JW-4900 9 519 2WO 15W LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) Udell Ud PLATES GRIP TCLL 200 Plates lncrease 125 TC 036 Vert(LL) rda n/a 999 W20 244/190 TCDL 70 Lumberincrease 125 BC 049 Vert(rL) rda n/a 999 BCLL 00 Rep Stress Incr YES WB 042 Horz(TL) 005 23 n/a n/a BCDL 100 Code FBC2007frP12002 (Matrix) Weight 283 lb SnM = 172 W 12 15V a e LUMBER BRACING TOP CHORD 2 X 4 SYP No 2 TOP CHORD Structural wood sheathing directly applied or 7-0-2 oc purhns BOT CHORD 2 X 6 SYP No 2 BOT CHORD Rigid ceding directly applied or 6-0-0 oc tracing OTHERS 2 X 4 SYP No 3 MTek recommends that Stabilizers and required cross bracing be installed dunn truss ere= in acoordancewith Stabilizer Installation quiide. REACTIONS All bearings 37-0-0 lb) - Max Horz42=127(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 35, 36, 37. 39, 33. 32. 31, 29, 28, 27, 26, 25 except 23=-153(LC 11), 34=-164(LC 7), 40=-189(LC 7),41=-366(LC 1),42=-663(LC 7),24=-159(LC 8) Max Grav All reactions 250 lb or less at /orrlt(s) 23, 36, 37, 39, 3Z 31, 29. 28, 27, 26, 25 except 34=578(LC 1), 35=257(LC 11), 40=320(LC 1), 41=333(LC 7), 42--855(LC 1), 33=253(LC 1), 24=290(LC 1) FORCES (lb) - Max Comp /Max Ten - All forces 250 (lb) or less except when shown TOP CHORD 1-2=-755/633, 2-3=-701/632, 3-4--671M26, 4-5=-W&645, 5.6=-58Or602, 6-7=570/631, 7-8=-521/625, 8-9=480/626, 9-10=-437/625, 10-11=396/628,11-12=349/617,12-13=-349/617,13-14=-396/628,14-15=-437/625,15-16=480/626,18-17=522/626,17-18=-565/626, 18-19=607/625, 19-20=649/627, 20-21=-651/609, 21-22=-686/619, 22-23=761/645 BOT CHORD 1-44=-5787754, 4344=-5787754, 42-43=-5787754, 41-42=-5787754, 40-41=-578/754, 39-40=-578/754, 38-39=578r754, 37-38=578/754, 3637=578/754, 35- 36=57W754, 34-35=-5787754, 33-34=57W754, 32-33=-578J754, 31-32=5787754, 30-31=5787754, 29-30=5787754, 2B-29=578/754, 27-28=578/754, 26-27=578/754, 25.28=-578f754, 24-25=-578l754, 23-24=578/754 WEBS 12-34=458Y306, 542=-243/272 NOTES (11) 1) Unbalanced roof Irve bads have been considered for this design. 2) Wnd ASCE 7- 05, 120mph (3-second gust), TCDL=4 2psf, BCDL=6 Opsf, h=25ft: Cat II, Exp B, enclosed, MWFRS (Iov rise) gable end zone and C-C Extenor(2) zone, cantilever left and right exposed , porch right exposed,C-C for members and forces 3 MWFRS for reactions shown, Lumber DOL=1 60 plate grip DOL=1 60 3) Truss designed for wind bads in the plane of the truss only For studs exposed to wind (normal to the face), see MTek'Standard Gable End Detail" 4) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions It rs the responsibility of the fabricator to increase plate sizes to account for these factors. 5) All plates are 2x4 MT20 unless otherwise indicated 6) Gable studs spaced at 2-0-0 oc 7) This truss has been designed for a 10.0 psf bottom chord Irve bad nonooncurrent with any other Irve bads 8) ' This truss has been designed for a live load of 20 Opsf on the bottom chord in all areas where a rectangle 3.6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10Opsf 9) Provide mechanical connection ( by others) of truss to bearing plate capable of withstanding 100lb uplift atlornt(s) 35, 36, 37. 39. 33, 32, 31, 29, 28, 27, 26. except Ot=1b) 23= 153, 34=164, 40=189, 41=366, 42'663, 24=159 M. 10) Non Standard bearing condition Reviewrequued •• 11) Segn 51202, Date 5/102011 04 .r• LOAD CASE(S) Standard • LICENSE••- No. 427Q4 10. kL" ATE 4Fs i oAt lip 0;,p William M. Ranie 42701 9 -0 71i-0 4 fV 1 y y y 4 W y y y y y y 4. y qq yy y y y y y y y y y T T T T T T T T T T T T T T T T T T T T T T T T T T T Generd Hass TRUSS PLACEMENT DIAGRAM ONLY SIHangers son/USF MUS%/NONE XUYYIXOXE MN%/NONE w iffl lXOXf xU4r)ITNO%2 TMYn/Y9X% KU4f i / NDwI luf%/ Ylwri MMU4r]/TMO%] T1EI/Ui INJEX era lNdUl El1lAMTXOx% xxusfc rTrrofr sEww xxusu ITxsa na/ Y Nb0 IF90R N MiNtr , Eloyations Build Florida Blli Loper Residents NTf S117117 SILL 71-k76 1 Job Truss Truss Type City Ply Bulks Fbnda - Loper Carport Dwg No 001 719076-1 A01 GABLE 2 1 Job Reference (optional) American Builders Supply, Sanford, FI , Bill 7 140 s Jun 24 2009 MITek Industries, Inc Mon Jun 06 16 4143 2011 Page 1 1-0 0 6-0-0 12-0-0 184W 2 4-0-0 25-&0 , 1100 6-0-0 6-0-0 6-0-0 6-0-0 1-6-0 S,d.=1.]6 8= 00 I l 0 T T 3 5 T1 T 6 21 33 J1 6 9 1• 3020. 3.1 = L = 3a111 = 5.6 11 3./ 969/4101/0 969W.101M LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) Udell Ud PLATES GRIP TCLL 200 Plates Increase 1 25 TC 0.83 Vert(LL) -012 8-9 >999 360 MT20 2441190 TCDL 70 Lumber Increase 1.. BC 051 Vert(fL) 045 8-9 >843 240 BCLL 00 Rep Stress Incr NO WB 054 Horz(TL) -014 8 n/a n /a BCDL 100 Code FBC2007/TPI2002 (Matra-M) Wind(LL) 053 8.9 >W9 240 Weight 132lb LUMBER BRACING TOP CHORD 2 X 4 SYP No 2 TOP CHORD Structural hood sheathing directly applied or 4-2-15 oc purlins BOT CHORD 2 X 4 SYP No 2 BOT CHORD Rigid ceiling directly applied or 3-&l oc tracing WEBS 2 X 4 SYP No 3 MITek recommends that Stabilizers and required cross bracing be installed OTHERS 2 X 4 SYP No 3 dunn truss erection in accordance with Shbil¢er Irtstallatgn idle REACTIONS (lb/s¢e) 27=969/0-3-8 (min 0-1-8), 32=969/0.3.8 (min 0-1-8) Max Horz 27--93(LC 5) Max UpIM27=1018(LC 7), 32=-1018(LC 8) FORCES (lb) - Max. Comp /Max Ten - All forces 250 (Ib) or less except when shown. TOP CHORD 2-26=-424/614, 26-2B=-381/663, 3.28=-1927/2998, 34=-1705/2816, 45=-17052816, 5-33=1927/2998, 31-33=381/662, 6-31=424/617 BOT CHORD 25- 27=-519/386, 27-29=497/342, 9-29=-2708/1782, 8-9=-1765/1236, 8-34=-2719/1782, 3234=-510/342, 30.32=-522/386 WEBS 48=-925/ 512, 5-8=-318/414, 49=-9M512, 39=318/414, 2-25---204/369, 26-27=-290/386, 28.29=-299/359, 27-28=-452/699, 25-29=582GB6, 6-30=-204/370,31.32=-290IM7,33-34=-299/352.32-33---452/702,31-34=-576/386 NOTES (10) 1) Unbalanced roof Irve bads have been considered for this design 2) Wind ASCE 7-05, 120mph (3-second gust), TCDL=4 2psf, BCDL=6 Opsf, h=25ft; Cat II, Exp B, partially, MWFRS (low-rise) gable end zone and C-C Extenor(2) zone, porch left and right exposed,GC for members and forces It MWFRS for reactions shown, Lumber D0L=1 60 plate grip DOL=1.60 3) Truss designed for wind bads in the plane of the truss only For studs exposed to wind (normal to the face), see MITek "Standard Gable End Detail" 4) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions It is the responsibility of the fabricator to increase plate sizes to account for these factors 5) All plates are 2x4 MT20 unless otherwise indicated. 6) Gable studs spaced at 2-0-0 oc 7) This truss has been designed for a 10 0 psf bottom chord live bad nonconcurrent with any other live bads 8) • This truss has been designed for a five load of 20 Opsf on the bottom chord in all areas where a rectangle 3S0 tall by 1-0-0 wide will fit between the bottom chord and any other members 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1018 lb uplift at pint 27 and 1018 lb uplift at joint 32 10) Segn 53677, Date 6/62011 LOAD CASE(S) Standard M an MONTA CONSULTING & DESIGN OF WMR & ASSOCIATES, INC. CERT. OF AUTHORIZATION NO. 9177 222 S. WESTMONTE DRIVE SUITE 100 ALTAMONTE SPRINGS, FL. 32714 PHONE: (407)681- 1917 OY ME NS No. 42704 t STATEF ,' R1It 2A JUN 07 2011'j l, 7 Job Truss Truss Type Qty Honda - Loper CarportPq Dog No 002Jouid719076-1 A02 COMMON 9 1 b Reference o anal American Builders Supply, Sanford, FI , Bill 7 140 s Jun 24 2009 MiTek Industries, Inc Mon Jun 06 16 4144 2011 Page 1 1 6 0 6-0-0 12-" 18-0-0 24-0-0 25-&0 , rt -6 0 6 0 0 6-0-0 6-0-0 asaw-i0re. h1 = 8-M 1 16-" 23-5-4 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl Ud PLATES GRIP TCLL 200 Plates Increase 125 TC 074 Vert(LL) -012 8-9 >999 360 MT20 2441190 TCDL 70 Lumber Increase 125 BC 047 Vert(TL) 045 8-9 >643 240 13CLL 0.0 Rep Stress Ina YES WB 054 HOR(TL) -014 6 n/a Na BCDL 100 Code FBC2007/TP12002 (Matra-M) Wind(LL) 053 8-9 >539 240 Weight 103lb uew.ioir LUMBER BRACING TOP CHORD 2 X 4 SYP No 2 TOP CHORD Structural wood sheathing directly applied or 4-2-15 oc pudins BOT CHORD 2 X 4 SYP No 2 BOT CHORD Rigid ceiling directly applied or 34 1 oc bracing WEBS 2 X 4 SYP No 3 MiTek recomrrends that Stabilizers and required cross bracng be install ed dunn truss erection ,n accordance wdh Stabilizer Installation guide REACTIONS Qb/size) 12=96910-3-8 (min 0-1-8), 17--969r0-3-8 (min 0.1.8) Max Horz 12=93(LC 5) Max Upldt12-1018(LC 7), 17=-1018(LC 8) FORCES (lb) - Max Comp /Max Ten - All forces 250 (Ib) or less except when shown TOP CHORD 2-11=-424/614, 11-13=-381/6W. 3.13=-1927/2988, 34=-1705/2816, 4-5=-1705f2816, 5-18=1927/1998, 16-18=381/662, 6-18=424/617 BOT CHORD 10-12--519/388, 12-14=497/342, 9.14=-2708/1782, 8-9=-1765/1236, 8-19=2719/1782, 17-19=-510/342, 1517=-522/386 WEBS 4-8=-9251512, 5-8=-318/414, 4-9=-925r512, 3-9=-31&414, 2-10=-204/368, 11-12=-290/386, 13-14=-299/358, 12-13=-452/&%, 11-14=582/386,6-15=-204/370,18-17=-290/387,18-19=-299/352,17-18=-452/702,16-19=-576/386 NOTES (7) 1) Unbalanced roof live bads have been considered for this design 2) Wind ASCE 7-05, 120mph (3-second gust), TCDL=4 2psf, BCDL=6 Opsf, h=25ft, Cat II, Exp B, partially, MWFRS (low rise) gable end zone and C-C Extenor(2) zone, porch left and right exposed,C-C for members and forces d MWFRS for reactions shown, Lumber DOL=1.60 plate grip DOL=1 60 3) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions It is the responsibility of the fabricator to increase plate sizes to account for these factors 4) This truss has been designed for a 10 0 psf bottom chord live bad nonooncurrent with any other Irve bads 5) ' This truss has been desgned for a live load of 20 Opal on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will lit between the bottom chord and any other members 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1018 lb uplift at pint 12 and 1018 lb uplift at joint 17 7) Segn.53678, Date W2011 LOAD CASE(S) Standard MONTA CONSULTING & DESIGN OF WMR & ASSOCIATES, INC. CERT. OF AUTHORIZATION NO. 9177 222 S. WESTMONTE DRIVE SUITE 100 ALTAMONTE SPRINGS, FL. 32714 PHONE: (407)681-1917 ENSE A No.427Q4 STATE OF.,.' 0 R1D,•• JUN o 7 2011/a ic A01 A02 A02 I I I I A02 I I A02 I I A02 A02 I I A02 I I A02 I I I A02 I I I A01 I Build Florida Loper Carport Nln &Vj —' e« 17M76 William M. Ranieri, PE FL Lic # 42704 16-09-2011 13:23 DRC 0000000001 PAGEI PeFol-f # r- TIRA."-SMITTAI SRE-ET l3vi Q;m DALRLA CIDNOAII T) A-Z z: cl cv I W-A,•1( T07A I. NQ OF PAC F.fTNCLuUi14G CCIVT'-Jt' r I FOR lCj':ViF.V* P- 74:V fu_?L` Florida Building Code Online Page 1 of 4 BCIS Home I Log In I User Registration Hot Topics I Submit Surcharge Slats & Facts Publications FBC Staff BCIS Site Map Links I Search OProduct Approval tit USER: Public User Product Approval Menu > Product or Applcation Search > Application Us[ > Application Detail FL # FL11251-113 Application Type Editorial Change Code Version 2007 Application Status Approved Approved by DCA. Approvals by DCA shall be reviewed and ratified by the POC and/or the Commission if necessary. IL Comments Archived Product Manufacturer JELD-WEN Address/Phone/Email 3737 Lakeport Blvd Klamath Falls, OR 97601 800) 535-3936 fbc@Jeld-wen.com Authorized Signature Janet Gerard fbc@jeld-wen.com Technical Representative Steve Saffell Address/Phone/Email 3737 Lakeport Blvd Klamath Falls, OR 97601 541) 882-3451 Ext 2900 stevesa@jeld-wen.com Quality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory Swinging Exterior Door Assemblies Compliance Method Certification Mark or Listing Certification Agency Miami -Dade BCCO - CER Validated By Miami -Dade BCCO - VAL Referenced Standard and Year (of Standard) Standard TAS201 TAS202 TAS203 Equivalence of Product Standards Certified By Year 1994 1994 1994 http://www. floridabui lding.org/pr/pr_app_dtl. aspx?param=wGE VXQwtDgs6W GOndIUH... 6/ 13/2011 Florida Building Code Online Page 2 of 4 Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Method 1 Option A 08/30/2010 11/02/2010 11/05/2010 Summary of Products FL # Model, Number or Name Description 11251.1 Steel, Wood Edge in Wood Frame 8'-4" x 6'-8", Opaque, Single or Double Door, With or Without Non -Impact Side-lites, In-swin Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL11251 R3 C CAC 07-0820.07.pdf Approved for use outside HVHZ: Yes FL11251 R3 C CAC 2007 Compliance Letter S TAS201.2. and3.PDFImpactResistant: Yes Design Pressure: +55/-55 Quality Assurance Contract Expiration Date Other: Product Must Be Installed Per Drawings 08/22/2012 Identified in NOA Installation Instructions FL11251 R3 II 07-0820.07.pdf Verified By: Miami -Dade BCCO - CER Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 11251.2 Steel, Wood Edge in Wood Frame 8'-4" x 6'-8", Opaque, Single or Double Door, With or Without Non -Impact Side-lites, Out -swing Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL11251 R3 C CAC 08-1015.05.pdf Approved for use outside HVHZ: Yes FL11251 R3 C CAC 2007 Compliance Letter S. TAS201 2 and3.PDFImpactResistant: Yes Design Pressure: +57/-57 Quality Assurance Contract Expiration Date Other: Product Must Be Installed Per Drawings 08/15/2012 Identified in NOA Installation Instructions FL11251 R3 II 08-1015.05.pdf Verified By: Miami -Dade BCCO - CER Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 11251.3 Steel, Wood Edge in Wood Frame 12'-0" x 6'-8", Opaque, Single or Double Door, With or Without No -Impact Side -liter, Out -swing Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL11251 R3 C CAC 07-0810.09.pdf Approved for use outside HVHZ: Yes FL11251 R3 C CAC 2007 Compliance Letter S TAS201.2, and3.PDFImpactResistant: Yes Design Pressure: +50/-50 Quality Assurance Contract Expiration Date Other: Product Must Be Installed Per Drawings 08/22/2012 Identified in NOA Installation Instructions FL11251 R3 11 07-0810.09.pdf Verified By: Miami -Dade BCCO - CER Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 11251.4 Steel, Wood Edge in Wood Frame 5'-4" x 8'-0", Opaque, Single Door, With or Without Non - Impact Side-lites, In -swing Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL11251 R3 C CAC 07-0709.04.pdf Approved for use outside HVHZ: Yes FL11251 R3 C CAC 2007 Compliance Letter S. TAS201.2. and3.PDFImpactResistant: Yes Design Pressure: +60/-60 Quality Assurance Contract Expiration Date Other: Product Must Be Installed Per Drawings 08/08/2012 Identified in NOA Installation Instructions FL11251 R3 II 07-0709.04.pdf Verified By: Miami -Dade BCCO - CER Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 11251.5 Steel, Wood Edge in Wood Frame 8'-4" x 8'-0", Opaque, Single or Double Door, With or Without Non -Impact Side-lites, Out -swing Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL11251 R3 C CAC 07-0709.07.pdf Approved for use outside HVHZ: Yes FL11251 R3 C CAC 2007 Compliance Letter S TAS201 2 and3.PDFImpactResistant: Yes http://www. floridabuilding. org/pr/pr_app_dtl. aspx?param=wGE VXQwtDgs6 W GOndIUH... 6/ 13 /2011 Florida Building Code Online Page 3 of 4 Design Pressure: +47/-43 Quality Assurance Contract Expiration Date Other: Product Must Be Installed Per Drawings 08/01/2012 Identified in NOA Installation Instructions FL11251 R3 II 07-0709.07.pdf Verified By: Miami -Dade BCCO - CER Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 11251.6 Steel, Wood Edge in Wood Frame 5'-4" x 6'-8", Full Lite, Single Door, With or Without Side-lites, In -swing Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL11251 R3 C CAC 07-0731.03.pdf Approved for use outside HVHZ: Yes FL11251 R3 C CAC 2007 Compliance Letter S TAS202.PDFImpactResistant: No Design Pressure: +50/-50 Quality Assurance Contract Expiration Date Other: Product Must Be Installed Per Drawings 08/15/2012 Identified in NOA Installation Instructions FL11251 R3 II 07-0731.03.odf Verified By: Miami -Dade BCCO - CER Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 11251.7 Steel, Wood Edge in Wood Frame 6'-0" x 6'-8", Full Lite, Single or Double Door, Out -swing Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL11251 R3 C CAC 08-0312.09.odf j Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 05/25/2011 Design Pressure: +60/-60 Installation Instructions Other: Product Must Be Installed Per Drawings FL11251 R3 II 08-0312.09.odf Identified in NOA Venfied By: Miami -Dade BCCO - CER Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 11251.8 Steel, Wood Edge in Wood Frame 8'-4" x 6'-8", Full Lite, Single or Double Door, With or Without, Out -swing Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL11251 R3 C CAC 07-0731.01.odf Approved for use outside HVHZ: Yes FL11251 R3 C CAC 2007 Compliance Letter S TAS202.PDFImpactResistant: No Design Pressure: +50/-50 Quality Assurance Contract Expiration Date Other: Product Must Be Installed Per Drawings 08/15/2012 Identified in NOA Installation Instructions FL11251 R3 II 07-0731.0l.odf Verified By: Miami -Dade BCCO - CER Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 11251.9 Steel, Wood Edge in Wood Frame 12'-0" x 6'-8", Full Lite, Single or Double Door, With or Without Side-lites, Out -swing Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL11251 R3 C CAC 07-0801.04.odf Approved for use outside HVHZ: Yes FL11251 R3 C CAC 2007 ComDllance Letter S. TAS202.PDFImpactResistant: No Design Pressure: +65/-65 Quality Assurance Contract Expiration Date Other: Product Must Be Installed Per Drawings 08/22/2012 Identified in NOA Installation Instructions FL11251 R3 II 07-0801.04.pdf Verified By: Miami -Dade BCCO - CER Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 11251.10 Steel, Wood Edge in Wood Frame 6'-0" x 8'-0", Full Lite, Single or Double Door, In -swing Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL11251 R3 C CAC 08-0312.10.pdf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 05/25/2011 Design Pressure: +50/-50 Installation Instructions Other: Product Must Be Installed Per Drawings FL11251 R3 II 08-0312.10.1)df Identified in NOA Verified By: Miami -Dade BCCO - CER Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 11251.11 Steel, Wood Edge in Wood Frame 6'-0" x 8'-0", Full Lite, Single or Double Door, Out -swing http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgs6WGOndIUH... 6/13/2011 Florida Building Code Online Page 4 of 4 Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL11251 R3 C CAC 08-0312.11.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 05/25/2011 Design Pressure: +50/-50 Installation Instructions Other: Product Must Be Installed Per Drawings FL11251 R3 II 08-0312.11.odf Identified in NOA Verified By: Miami -Dade BCCO - CER Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 11251.12 Steel, Wood Edge in Wood Frame 8'-4" x 8'-0", Full Lite, Single or Double Door, With or Without Side-lites, Out -swing Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL11251 R3 C CAC 07-0709.06.pdf Approved for use outside HVHZ: Yes FL11251 R3 C CAC 2007 Compliance Letter S. TAS202.PDFImpactResistant: No Design Pressure: +47/-47 Quality Assurance Contract Expiration Date Other: Product Must Be Installed Per Drawings 07/18/2012 Identified in NOA Installation Instructions FL11251 R3 II 07-0709.06.pdf Verified By: Miami -Dade BCCO - CER Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 11251.13 Steel, Wood Edge in Wood Frame 6'-0" x 6'-8", Full Lite, Single or Double Door, In -swing Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL11251 R3 C CAC 08-0312.12.odf Approved for use outside HVHZ: Yes FL11251 R3 C CAC 2007 Compliance Letter 08- 0312.12.pdfImpactResistant: Yes Design Pressure: +60/-60 Quality Assurance Contract Expiration Date Other: Product Must Be Installed Per Drawings 05/25/2011 Identified in NOA Installation Instructions FL11251 R3 II 08-0312.12.pdf Verified By: Miami -Dade BCCO - CER Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 11251.14 Steel, Wood Edge in Wood Frame 3'-0" x 6'-8" and 3'-0" x 8'-0" Fixed Impact Rated Sidelite Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL11251 R3 C CAC 08-0312.13.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 05/25/2011 Design Pressure: +80/-80 Installation Instructions Other: Product Must Be Installed Per Drawings FL11251 R3 II 08-0312.13.odf Identified in NOA Verified By: Miami -Dade BCCO - CER Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: Back Next Department of Community Affairs Florida Building Code Online Codes and Standards 2555 Shumard Oak Boulevard Tallahassee, Florida 32399-1100 850) 487-1814, Fax(850) 414-8436 2000-2010 The State of Florida. All rights reserved Privacy Statement I Cooyriaht Statement I Accessibility Statement I Plug-in Software I Customer Service Survey I Contact Us Product Approval Accepts: REi7v_ M SCCtt ritv.,t 4Titjc. vlriTr13t 41 reli r http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgs6WGOndIUH... 6/13/2011 M I A M I•DADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA Jeld-Wen, Inc. 3737 Lakeport Boulevard Klamath Falls, OR 97601 MIAMI-DADE COUNTY, FLORIDA METRO-DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130-1563 305) 375-2901 FAX (305) 375-2908 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Jeld-Wen steel, Wood Edge, Opaque, Impact Out -swing 8% 4"X6'- 8"Door System with Non -Impact Side-lites APPROVAL DOCUMENT: Drawing No. DC2005, titled "Wood Edge Outswing Opaque Steel Door w & w/o Sidelites", sheets 1 through 8 of 8, prepared by OM Engineering Services, Inc; dated 12/26/07 with revision #2 dated 02/04/08, signed and sealed by Nimesh Bhaysar, P.E., bearing the Miami -Dade County Product Control renewal and revision stamps with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA # 02-1211.12 and consists of this page 1, evidence page E1 & E2, as well as approval document mentioned above. The submitted documentation was reviewed by M. Igbal Shaikh, P.E. NOA No 08-0422.02 MIAMI•DADE COUNTY Expiration Date: April 14, 2009 rp g Approval Date: September 11, 2008 1f I Page 1 Jeld-Wen, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. DC2005, titled "Wood Edge Outswing Opaque Steel Door w & w/o Sidelites", sheets 1 through 8 of 8, prepared by OM Engineering Services, Inc; dated 12/26/07 with revision #2 dated 02/04/08, signed and sealed by Nimesh Bhaysar, P.E. B. TESTS Submitted under NOA No. 99-1122.01 1. Test reports on 1) Air Infiltration Test, per PA 202-94 2) Uniform Static Air Pressure Test, Loading per PA 202-94 3) Water Resistance Test, per PA 202-94 4) Large Missile Impact Test per SFBC, PA 201-94, 5) Cyclic Wind Pressure Loading per SFBC, PA 203-94 6) Forced Entry Test, per SFBC 3603.2 (b) and PA 202-94 along with marked -up drawings and installation diagram of pairs of outswing residential insulated steel doors with Sidelites, prepared by Certified Testing Laboratories, Test Report No. CTLA456W, dated October 19, 1999, signed and sealed by Ramesh Patel, P.E. 2. Test reports on 1) Uniform Static Air Pressure Test, Loading per PA 202-94 along with marked -up drawings and installation diagram of residential insulated steel sidelites, prepared by Certified Testing Laboratories, Test Report No. CTLA-961W, dated October 23, 2002, signed and sealed by Ramesh Patel, P.E. C. CALCULATIONS 1. Structural calculations by O M Engineering Services Inc, signed and sealed by Nimesh Bhaysar, P.E. dated 04/11/08. D. QUALITY ASSURANCE Building Code Compliance Office of Miami -Dade county 4nAl_ 1 Mohammed Iqbal Shaikh, P.E. Sr. Building Code Compliance Specialist NOA No 08-0422.02 Expiration Date: April 14, 2009 Approval Date: September 11, 2008 E-1 Jeld-Wen, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Tensile Test prepared by Certified Testing Laboratories, Test Report No. CTLA456W, dated September 30, 1999, for steel samples, tested per ASTM E8- 93a, signed and sealed by signed and sealed by Ramesh Patel, P.E. 2. Test Report No. ITS-J99006660-001, prepared by Intertek Testing Services NA, Inc., issued to Jeld-Wen Research and Development, dated April 8, 1999, for samples of foam, tested per ASTM E 84-94 "Standard Test Methods for Surface Burning Characteristics of Building Materials" and ASTM D 1929-91A Standard Test Method for Ignition Properties of Plastics"; signed and sealed by Douglas Keith Tucker, P.E.Jeld-Wen, Inc. 3. Tensile Test prepared by Certified Testing Laboratories, Test Report No. CTLA- 1078H, dated October 24, 2002, for lite frame material samples, tested for straight pull out, signed and sealed by signed and sealed by Ramesh Patel, P.E. F. STATEMENTS 1. Statement letter of conformance to Code and no financial interest, dated April 10, 2008, signed and sealed by Nimesh Bhawsar, P.E. G. OTHER 1. Notice of Acceptance No. 02-1211.12 vl - Mohammed Iqbal Shaikh, P.E. Sr. Building Code Compliance Specialist NOA No 08-0422.02 Expiration Date: April 14, 2009 Approval Date: September 11, 2008 E-2 JELDIVEN® Steel 6'-8" WOOD EDGE OUTSWING OPAQUE IMPACT STEEL DOOR W1 i W10 NON• AIPACT SIDELITES GENERAL NOTES 1 THIS PRODUCT SHOWN HEREIN 15 DESIGNED AND MANUFACTURED TD cOYPLY M7TF1 THE CURRENT FLORIDA BUILDING CODE (FBC); INCLUDING HMHZ AND WAS BEEN EVALU470 N ACCORDANCE WITH THE FOLLOWING TAS 20I-94 TAS 202-94 TAS 203-94 2. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOAD TO THE STRUCTURE 3 PRODUCT ANCHORS SPAU BE AS LISTED AND SPACED AS SHOWN ON DETAILS ANCHOR EMBOMea TO BASE LNTERW. SHALL BE BEYOND WALL DRESSING Oi STUCCO 4 IMPACT RESISTANT SHUTTERS REQUIRED FOR SIDELITES 5 DESIGNED PRESSURE RATING SHALL BE AS FOLLOWS SEE DESIGN PRESSURE RATING TABU: SHEET ONE 6. SIOEUTES ARE AN OPTION AND CAN BE IN A SINGLE OR DOUBLE RESIDENTIAL INSULATED STEEL DOOR Common to all frame conditions) Door Leaf Construction Face sheets 25 go (0.078') minimum thickness, Galvanized steel A-525 commercial quality - AKDO per ASTM 620 with yield strength Fy(min )-24,600 psi. Core design. Expanded polystyrene with 1 0 to 1 25 lbs. density. Construction- Steel face sheets glued to expanded polystyrene (EPS), with wood rails and laminated veneerd lumber stiles and a wood lock block reinforcement Frame Construction- The head jams and side jambs are mortised, butted and joined using three 7/8' x 2' wire TABLE OF CONTENTS SHEET # DESCRIPTION 1 GENERAL NOTES & TYPICAL ELEVATION 2 VERTICAL CROSS SECTIONS & BILL OF MATERIALS 3 HORIZONTAL CROSS SECTIONS & NOTES 4 HORIZONTAL CROSS SECTIONS 5 ANCHORING LOCATIONS & DETAILS 6 ANCHORING LOCATIONS & DETAILS 7 UNIT COMPONENTS & GLAZING DETAILS 8 UNIT COMPONENTS J DESIGN PRESSURE RATING WHERE WATER INFILTRATION REQUIREMENT IS NEEDED POSITIVE 53 0 PSF NEGATIVE 57.0 PSF r' 'yZ MAX OVERALL WIDTH 36 3/8' WITH ASTRAGAL 68 1/2" MAX OVERALL WIDTH 1 MAX. PPANEL a aWIDTHa El El Q El W 4 D OPP INACTIVE v v ACTIVE v J U W = z a J O D x 3c n N p v n n Jm z0JC? H EL LLLN 4 W Ye 2 co Q 6' MAX. Lj r\ 2 D L.0 WIDTH J M Y OL INTERIOR VIEW A U) DOUBLE IMPACT DOOR ELEVATION SINGLE IMPACT DOOR W NON -IMPACT SIDELITES (OXO) SCALE: 1/2" =1'-O" SCALE. 1/2" =1'-O" 37 1/2' MAX. 105 1/4" MAX. OVERALL FRAME WIDTH FRAME WIDTH 36' MAX. dl dl QI I rti, PANEL WIDTH INACTIVE ACTIVE III II f xca F 0 21 04 v p X v O v l3 A A 15 1/2- FRAME WIDTH DOUBLE IMPACT DOOR W/NON-IMPACT SIDELITES OXXO) SCALE' 1/0' =1'-O" ODI ICI ItrV.SED un Ilia FlAaida Lz. DY Id'•c'i L'u; iratS:cL CptMLo1 Cit.m, SINGLE IMPACT DOOR SCALE. 1/2" =1'-O" w w a, aoloy 0 A NN'AESH EHAJSAR DATE 12126107PRODUCTRF.NrA'2D FLOROA P.E. NO. 38861 Bd7d YCak 1th the FIaLh 'U' AS NOTED INTERIOR VIEW AaeeNace N°Oa'0 E120 e °W0 EAC Ba x T.-re1 / N.(/(/ rmkl u CHW. Br S SAFFEFF- DRAWING NO Dale Promlp Control N GgNF£a1.r. ,Rises. W. DC2005Uion PC .,, uaoAe yw_R rnw SHEET 1— OF_I_ 2 5/8- MIN. r .4 4 1 1/4" MIN. EMB. 14 NE01, 23 0 Li z ui EXTERIOR 00 1) 5/8" 1/4" MAX. SHIM THK. 5/32" MIN. COUNTERSINK 1/16- MIN. SKIN Ld Ou LJT Ldz x INTERIO M ccL, co 1 3/4" MAX. PANEL THK. 1 3/4- IV I 1 1/4" MIN. EMB. 2 5/8" MIN. VERTICAL CROSS SECTION TYP CENTER OF IMPACT PANEL SCALE.- 6" =/'-O" 1/16" MIN SKIN THK. 2 5/8 MIN 1/4- MIN EMB. 1/4" MAX. SHIM THK. 9lSTEEL DOOR WOOD 2 JAMB x 4 5/32- MIN COUNTERSINK INTERIO 1/ 2- MIN GILASS THK I HINCE JAMB (11/4 1/4- MIN. COUNTERSINK 1 1/ 4" MIN EMB. 2 5/8 MIN. VERTICAL cgoss sEcrfov Trp CENTER OF NON -INTACT PANEL SCALE- 6" =/'-O'; ACcrpL,— No F.XpiF& UWDa00 nXliy- 0 BY D NIMESH SHAVSAR W FLORIDA PE, NO. 56861 Fknd. 004: xl 0471W,. tJ2 12126 07 AS NOTED By EAG sy.S. SAFFELL NO NO: DC2005 1 - 2- - - 8-- 1 3/4" MIN. PANEL THK. INACTIVE ASTRAGAL RETAINER BOLTS (2) BOLTS TOTAL, (7) 9.0" ® TOP do (1) 9 0" L. ® BOTTOM ALUM. RETAINING SLIDE (3) 1.0" x 4 1/2" x 9/16" EXTERIOR ACTIVE SEE NOTE 1 SHT. 3 17 RI R I 1 HORIZONTAL CROSS SECTION 3 AT IMPERIAL ASTRAGAL SCALE' 6" =>'-0" SEE NOTE 3 SHT. 3 d d 1 IN7 RI R ) d 2 5/8" p MIN. 5/32" MIN. COUNTERSINK d 1 SHIMM THK. MAX. E HORIZONTAL TI N 3 LATCH JAMB TO BUCK 1 1/4" MIN. EMB. t \ HORIZONTAL CROSS SECTION. ACTIVE & INACTIVE DOOR TER 3 CONCRETE INSTALLATION SCALE` 6" =1'-O" EXTERIOR INTERIOR SEE NOTE D HO RLZONTAL CROSS SECTION 3 HINCE JAMB TO BUCK SCALE 6" _>'-O'• NOTES, 1. SPACEING FOR REM 18 #10 x 1" PFH SCREW ATTACHING THE IMPERIAL ASTRAGAL TO THE INACTIVE FOOR IS AS FOLLOWS FROM THE TOP DOWN & BOTTOM UP; 1 0'. 2.5% 4 0" 5.5", 13 0 18 0" & 26 0". 2. SPACING FOR /8 x 1 1/2" PLASCREW ATTACHING THE ODL LITE FRAME IS AS FOLLOW TOP & BOTTOM, (2) SCREWS 3 0 13 0", 26 0" 39 0", 52.0" & 63 0" 3 WHEN ATTACHING THE STRIKE PLATE TO THE JAMB AND BUCK USE bB x 2 1/2" PFH WOOD SCREW WHEN ATTACHING THE STRIKE PLATE TO THE JAMB AND SIDELTE JAMB AT THE MULLION USE Is x 2" PFH WOOD SCREW 4. SPACING FOR /8 x 2.5" PFH W0O0 SCREW ATTACHING THE MULLIONS TOGETHER IS AS FOLLOWS, 6 0" FROM EACH VERTICAL CORNER WITH (5) MORE SCREWS EQUALLY SPACED, A TOTAL OF (7) SCREWS PER EACH VERTICAL MULUON, 5. WHEN ATTACHING THE HINGE TO THE JAMB AND BUCK USE #1O x 2" PFH WOOD SCREW. WHEN ATTACHING THE HINGE TO THE JAMB AND SIDELTrE JAMB AT THE MULLION USE #10 x 1 3/4" PFH WOOD SCREW 6 THE SPACING FOR ITEM #35 THE #6 x 1 1/2" PANHEAD SCREW SPACING IN THE TRINITY LITE FRAME IS AS FOLLOWS' FROM THE TOP DOWN ON THE SIDES (9) AT 5 625 14 5% 32.0625', 41.0', 49.75", 58.5625", 67.375" & 76.3125% THE BOTTOM FROM RIGHT TO LEFT (2) SCREWS AT 3 125" & 6 875". N Accep unY; Af J 1 'Qrion' 0° Obntrol 0 n c EC Do F- cr -jNZO-TC? Z Lu Go W J Q W j2 PRObUt-r •^.r: .{ NIMESH 014AVSAR — 12126 0 FLORIDA P.E. NO. 56861 SCALE. AS N07E DWG 13Y. EAG DRAWING NO dciw- C'cau,I a. vxaNmnNo gTnc[s, « DC20O5 Po w scan a jNf ' R .,... M SHEET 3 ofM11wI1,_ 4 28 SEE NOTE 3 4 4 SHT. 3 33 32 7 20 4ESHT. N0 31 30 3E cs 7 26 EE 2 26 16 INTERIOR 30 2 m p 1 16 to 12 1 3/4" MIN 16 12 32 31 Z_ O Q M PANEL THK. 33 Z W LL N Y o0INTERIOR3 C) to w2cryYCL SEE GLAZING 8 DETAILS FOR SEE GLAZING DETAILS FOR 38 39 EXTERIOR g GLASS THK. SHT. 7 GLASS THK. 3 6 39 38 SHT. 7 25 1 23 1 3/4" MIN. w w PANEL THK. oEXTERIOR5ao r 1 HORIZONTAL CROSS SECTION TYP CM TYR 0 x z • w V) 4 SCALE. 6" =1'—O" 4 SCALE. 6" =1'—O" b 1 1/4" MIN. 0;,,; EMB. E J ow O OF co H 424 W J z N 5/32" MIN. n o 022COUNTERSINKo 2 5/8" s MIN. 17 26 a d 7 30d 2& m 16 32 31 33 d INTERIORi+ ILD L o LA 0 0d SEE GLAZING nyLl, p DETAILS FOR EXTERIOR°A rtfol o3938 GLASS THK. w N 2 SHT. 7 d 1 3/4" MAX. 0 1/4" MAX. PANEL THK SEE NOTE 2 FO ODL LITE FRAME EHAVSAR L,FLORIDASP.E. NO. 56861 Z DATE 126107 S -- 12 sENOTED SHIM THK. OR 6 FOR I,,,,.f;,, DwG BY EAG TRINITY LITEONSHT. 3,.; 6¢22•b • SAFFEL LAY NG DAAVANC N0: ORAV RI0 OSS SLrTzovP. p yvh 1 n t on`my ou cwu annnc ew as, we DC2005 SHEET 4 OF 8 4 SCALE- 6" =1'—O" anwvM M 7 SEE DETAIL F SHT. 5 SEE DETAIL 9" G SHT. 5 4 1/ 23" 9" 6" 34 1/2" ONE SHEETIL6L g" q3„ N L 3^' 3" 3" 6" 1 '-1 7/8" 1 '-1 7/8" 1'-1 7/8" 1'-1 7/8" L 1 '-1 7/8" 3" 3" 3" TYP. 3" 4 1/2 6" TYP. 6" 4 1/2 SEE DETAIL M 3" 9" TYP. 3" ON SHEET 6 9" 9" SEE DETAIL ALL DOOR MODELS ARE VIEWED n K SHT. 5 FROM THE INTERIOR SIDE OCATIONS DOUBLE IMPANCHORINCACT DOOR !// NON -IMPACT SIDELITES (OXXO) SCALE f/2" =f'-0" 3 17 17 17 17 TYP TYP. TYP. TYP. SEE DETAIL H SHT. 5 17 SEE NOTE 5 SHT. 3 17 TYP TYP. L L M 17 17 TYP. 17 TYP. 17 DETAIL L SCALE 8" =f'-O" DETAIL M SCALE. 8" =f'-O" 6" 1 • I 1 ' 7/8" 1'-1 7/8- 1'-1 7/8" 1 -1 7/8" I 1'-1 7/8" I DETAIL J SHT. 5 ANCIIORINC LOCATIONS SINGLE IMPACT DOOR (Xl SCALE- f/8" =f'-0" SEE DETAIL L ON SHEET 6 SEE DETAIL G SHT 5 SEE DETAIL M ON SHEET 6 0 cD ci m 0 U cc --.I Z LuLLCM LLI Lo S m J1 Iai PRODUCT REVISED NIMESH OHAVSAR DATE. 12126 07 g. oortWlYmg Wnh N. F Mrida Bund) gg Code PRODUCT RFNF WRD FLOROA P.E. NO. 56861 SEAS NOTED A- Wtao eNo Op'0921.-a- U iraB. . tc n Y"•+"y Owaln" yul wnh rht l'IorN. hqCocka Nn 08- 2i•02. fr r b DWG By EAG CHK. Br.S. SAFFEL m. YG.i ladei'wM,:c• r'„nvul nionlrDalye/e,t !_ y 1' l'IO/ y a Dc mv G :cwxzs..r DRAWNG NO: DC2005 I 11/1 a tkn u. , SHM 6 tK 8 SEE DETAIL G SHT. 5 9" TYP 6 6_I " TYPI 3.. TYP- 17 1'-1 7/8" 1 ' -1 7/8" TYR 77 TYP. E DETAIL SHT. 5 I 1 (1 6' -1 TYP. T,P 6" 9" TYP SEE DETAIL K SHT. 5 6 TYP. EE DETAIL SHT. 5 TYP. SEE DETAIL L ON SHEET 6 6' 1 1 1'-1 7/8 M M r NI M 1'-1 7/8" n I 1'-1 7/8" 1'-1 7/8" SEE DETAIL M ON SHEET 6 ALL DOOR MODELS ARE VIEWED 4 1 2" 9 L 9" 4 1 6" _ 3-4 1 3" 3" 3 I 3" IL J 5 3 "---141 SEE DETAIL L ON SHEET 6 SEE DETAIL G 1—SHT. 5 M M r N SEE DETAIL M ON SHEET 6 TJ: ANCHORING LOCATIONS DOUBLE " ` ANCHORING LOCA,qTIONS SINGLE' IMPACT OUTS WINC UNIT XX lNPACT DOOR lY/ NON -IMPACT SlDELITES (OXO) SCALE- 1 2" =1 -0" SCALE.' 1/2" =>'-0" 40 7 7 40 6 8 101 6 0 7 DETAIL F DETAIL K IMPERIAL ASTRAGAL RETAINER DETAIL G DETAIL H DETAIL J IMPERIAL ASTRAGAL RETAINER BOLT BOLT HEADER STRIKE PLATE HINGE TO JANE & DOOR STRIKE PLATE TO IMPERIAL ASTRAGAL STRIKE PLATE TO JAMB THRESHOLD STRIKE PLATE SCALE- 1 f/2" =f'-O" SCALE- f 1/2" =1'-O" SCALE.- 1 1/2" =f'-O" SCALE- f f/2" =1'-O" SCALE.- f 1/2" =1'-O" NOTE.- OPTIONAL, NOTE` SEE NOTE 5 SHT. 3 NOTE: OPTIONAL NOTE , SEE NOTE 5 SHT. 4 NOTE} OPTIONAL _ i ..i Fl7u NIMESH FIHAVSAR FLORIDA P.E NO, 56861 Dp_D(g2, PRObIICt RER: `:vEil 4'y: _ " BcddMlS C. l2tnAlh 1•i,!:11 / /L JY1—'7 M__•i/' Aelr Iance NuDB-D 22.OL- / 1•w F4aSr Comq ''I Of1'nu---lJIJ F i(p9 y{il Divitiao 1/C•^L'fW`•+atf'l au,wm, n suss 0 r\ 0 J Om F- Vj ZOQC? CL Z cm LLI co Lu Y Go Q v to cl a- 12/26/07 AS NOTED BY: EAG 9TS. SAFFE NG NO DC2005 5 OF 8 1 1 3/4" 16" 1 3/4" --{ — ` ' ' SEE NOTE 6 SHT.3 LITE FRAME ODL 1 P' CLASS FRAME TRINITY LITE FRAME PoLYPROPOLE E-(THERMOFIL-F6-30FM0391) SCALE- 1' =1'-O" 1 1/4" 1 35 CLASS DETAIL SCALE- f' =f'-O" SEE NOTE 2 SHT.3 0Lu Lo E 1/2" GLASS BITE z(nLr) i EXTERIOR 1/2' MIN. THK. GLASS THK. 1/8" TEMP. GLASS 1/4" AIR SPACE 1/8" TEMP. 1/4" STEEL GLASS INTERCEPT SPACER INTERIOR 1/2" GLASS BITE TRINITY LITE FRAME LUPOY EU-5007 - 1/2" CLAZ FRAME SCALE. 1/8" TEMP. GLASS 3/4" AIR SPACE 1 3/4" --t 2 9/i6" INTERIOR GLASS 1/TEMP. TRINITY LITE FRAME 5 3/4" STEEL INTERCEPT SPACER 35 1/2" GLASS 29 BITE . w.MZf, TAF'VISEO SEE NOTE 6 on DvAd da NIMESH BHAVSkRDinacreodore tithe Fl O 23• "nOb FLORIDA P E NO. 56861SHT.3 AazpMn:eNn_ bCFR,. GLAZING DETAIL - 1" INSULAfL l°unUete D ( 0 u mn; " uthib uildut( cTEMPF,RED GLASS TR/N/TY FRLA/TE— lA.c a.pt r No ram, SCALE: 1 —1 Fii m[tide PmductC mml `V.1.f,Mlkte - 22..Q1. Divhron /J y, 9 ! L 91 5l -~ p( Prodno / wK aooc '^rnIM MWYA. M1 3Me w11! N mU M,— rV Z. 0 r\ 0 J Om U- A Z W co LLJ LQ oD 3JQ r\ J CL AS NOTED BY EAG BY-S. SAFFEL NO NO' OC2005 OF 8 z KO IFINCERJOINTED PINE SCALE` 6" =1'-O" 3 2 3/8" 9 3 3/16" 15/16" 13 R SCALE: 6" =1'-0" 4" O O I--- 1/16" (Min) l UUTT HINGE 4t4x12 CA SCALE- 6" =1'-0" 0 INPERIAL ASTRAGAL STRIKE PLATE STEEL SCALE.- 6" =1'-O" 11 7/8" 4 1/16" 1" 3/8" _ T D 'SN RESHOLD SCALE 3/16 1 5/16" 1 11/16" I— n I 9/16" T- N@12DS-650 SCALE 6" =1'-0" O DOOOODRTOP & DOOR PANEL &SIDELITE Q %6 SCALE. 6" =1'-0" 5 SCALE. 6" =1'-O" I DIA. VARIES W/ OCK USED 4" 25 N oc r SCALE. 71 6" =1'-0" 1 11/16- T 37 SCALE• 6" =1'-0" Pv MI•mi"a I mAust Gn,ilulDivulm PRODUCT R'.1'WGD tti mmf:yi.gy wrU,,I:e Il,au!a UW,L:d; l'odc pAaeptmmNoOI ' D1F • n, Due oq Wi® Dyck Produce Corm, Di— OCOn RJOm F- In M Z LU °0 Lu Y co Lo LIJMYa NIMESH BHI.NSAR DATE 12126107 FLORIDA P.E NO 36861 scAL AS NOTED DWG BY EAc Cra. BY SAFFEL DRAWING NO a, Dr+wfv n sw.xas. ,Nc DC2005 r.D w ssao,s OIWud. n LA56 SHEET 8 OF 8 S VscVa u y^y iw •« r f City of Sanford Building Division P.O. Box 1788 Sanford, Florida 32771 Phone: 407.688.5150 Fax: 407.688.5152 PLAN REVIEW COMMENT Date: June 9, 2011 Contact Person: Rudolph Rode Contact Phone Number: Contact Fax Number: Contact E-mail Address: Building Permit Application Number: 11-1570 Project: Renovations Job Address: 215 W. 181h Street ARCHITECTURAL 1. Submit two sets of Florida Product Approval or Miami Dade County Notice of Acceptance for all exterior Windows, Doors and Glass. STRUCTURAL 1. N/A MECHANICAL 1. N/A PLUMBING 1. Plumbing Riser Diagram Required. ELECTRICAL 1. N/A Please direct any questions you may have to Joy Deen at 407.688.5150 Ext. 5332 or fax to 407.688.5152. You may also contact me by e-mail at joy.deen@sanfordfl.gov. Respectfully, Joy Deen, Plans Examiner f Plan Review Comment Letter Page 1 of 1 Deen, Joy From: Deen, Joy Sent: Thursday, June 09, 2011 8:12 AM To: 'rudy@buildfloridainc.com' Cc: Deen, Joy Subject: comment letter.doc City of Sanford Building Division P.O. Box 1788 Sanford, Florida 32771 Phone: 407.688.5150 Fax: 407.688.5152 PLAN REVIEW COMMENT Date: June 9, 2011 Contact Person: Rudolph Rode Contact Phone Number: Contact Fax Number: Contact E-mail Address: Building Permit Application Number: 11-1570 Project: Renovations Job Address: 215 W. 18th Street ARCHITECTURAL 1. Submit two sets of Florida Product Approval or Miami Dade County Notice of Acceptance for all exterior Windows, Doors and Glass. STRUCTURAL 1. N/A MECHANICAL 1. N/A PLUMBING 1. Plumbing Riser Diagram Required. ELECTRICAL 1. N/A Please direct any questions you may have to Joy Deen at 407.688.5150 Ext. 5332 or fax to 407.688.5152. You may also contact me by e-mail at joy.deen@sanfordfl.gov. Respectfully, Joy Deen, Plans Examiner 6/9/2011 Florida Building Code Online PERMIT # a— if —o Page 1 of 2 eULM-,v vJ BCIS Home I Log In User Registration Hot Topics Submit Surcharge Stats & Facts Publications FBC Staff BCIS Sae Map I Unks Search kProductApprovalCtrtaUSER: Public User A Product Aooroval Menu > Product or Application Search > Application List > Application Detail ` Jl FL # FL6163-R1 Application Type Revision Code Version 2007 Application Status Approved Comments Archived Product Manufacturer Silverline Building Products Corp. Address/Phone/Email One Silverline Drive North Brunswick, NJ 08902 732)435-1000 rickw@rwbldgconsultants.com Authorized Signature Craig Calderone rickw@rwbldgconsultants.com Technical Representative Craig Calderone Address/Phone/Email 1 Silverline Drive North Brunswick, NJ 08902 732)435-1000 CraigCalderone@silverlinewindow.com Quality Assurance Representative Address/Phone/Email Category Windows Subcategory Single Hung Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who Lyndon F. Schmidt, P.E. developed the Evaluation Report Florida License PE-43409 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2011 Validated By Ryan J. King, P.E. Validation Checklist - Hardcopy Received Certificate of Independence FL6163 R1 COI CERT of INDEPENDENCE.pdf Referenced Standard and Year (of Standard) Standard Year AAMA/W DMA/CSA101/I.S.2/A440 2005 ASTM E1300 2004 ASTM E1300 2002 TAS 202 1994 Equivalence of Product Standards http://www.floridabuilding.org/pr/pr _app dtl.aspx?param=wGEVXQwtDgvJ%2bVZhSN... 6/13/2011 Florida Building Code Online Page 2 of 2 Certified By Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Method 1 Option D 01/05/2009 01/09/2009 01/16/2009 02/03/2009 Summary of Products FL # IModel, Number or Name IDescription 6163.1 Ia. 2100 Series / Model 2111 IlExtruded Vinyl Single Hung Window - Flange Limits of Use Installation Instructions Approved for use in HVHZ: No FL6163 R1 II INST 6163.1.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 6163.1 for Design Pressure Ratings, FL6163 R1 AE EVAL 6163.1.odf any additional use limitations, installation instructions Created by Independent Third Party: Yes and product particulars. 6163.2 b. 2100 Series / Model 2111 lExtruded Vinyl Single Hung Window - Flange Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL6163 R1 II INST 6163.2.pdf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 6163.2 for Design Pressure Ratings, FL6163 R1 AE EVAL 6163.2.odf any additional use limitations, installation instructions Created by Independent Third Party: Yes and product particulars. (Note - ASTM E1300-02 utilized for areas inside the HVHZ) Back Next Department of Community Affairs Florida Building Code Online Codes and Standards 2555 Shumard Oak Boulevard Tallahassee, Florida 32399-2100 850) 467-1824, Fax(850) 414-6436 m 2000-2010 The State of Florida. All rights reserved. Privacy Statement I Coovrioht Statement I Accessibility Statement I Plug-in Software I Customer Service Survey I Contact Us Product Approval Accepts: eLhecA x•Lurit% ti rKILJ ittTru nTru teE re •irrr http://www.floridabuilding.org/pr/pr app dtl.aspx?param=wGEVXQwtDgvJ%2bVZhSN... 6/13/2011 SilverUaneo WIN D O W S •DOOR S an Andersen Company 1 SILVERLINE DRIVE, NORTH BRUNSWICK, NJ 08902 SERIES 2100 - MODEL 2111 EXTRUDED VINYL SINGLE HUNG WINDOW NON -IMPACT' GENERAL NOTES 1. This product has been evaluated and is in compliance with the 2007 Florida Building Code FBC) structural requirements excluding the "High Velocity Hurricane Zone" (HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing or stucco. 3. When used in areas requiring wind bome debris protection this product is required to be protected with an impact resistant covering that complies with Section 1609.1.2 of the FBC. 4. For 2x stud framing construction, anchoring of these units shall be the some as that shown for 2x buck masonry construction. 5. Site conditions that deviate from the details of this drawing require further engineering analysis by a licensed engineer or registered architect. TABLE OF CONTENTS SHEET# DESCRIPTION 1 Typical elevation, design pressures L general notes 2 Horizontal S vertical cross sections 3 Buck and frame anchoring 4 Bill of materials, glazing detail and components 53.00" MAX. OVERALL FLANGE WIDTH 52.00-MAX. OVERALL FRAME WIDTH OU 2 = S 0 0 / f j X i OVERALL FLANGE DIMENSION OVERALL FRAME DIMENSION OVERALL D.L.O. DIMENSION GLASS TYPE DESIGN PRESSURE (PSF) POSITIVE NEGATIVE 37.00" x 63.00" 36.00" x 62.00" 32.12" x 2817' GI 50.0 50.0 46.00" x 63.00" 45.W' x 62.00" 40.75" x 28.17' 40.0 40.0 53.00" x 73.00" 52.00" x 72.00" 47.75" x 33.12" 30.0 30.0 scuF N.T.S. owc By: DWS cra. ve: LFS FL-6163.1 T _L or 4 EXTERIOR INTERIOR VERTICAL CROSS SECTION 2 / Shown w/1x sub —buck substituting concrete screws for screws psr section 1714.5.4.2 of the Fiond° Building Code 2 HORIZONTAL CROSS SECTION 2 Z a NOTE 1 LOCATE OPERATING SASH LOCKS 7.5' FROM EACH END OF THE ACTIVE MEETING RAIL, FASTEN WITH (2) #8 x 3/4" SELF TAPPING SCREWS 2 LOCATE SASH KEEPER 6 5" FROM EACH END OF THE MEETING RAIL, FASTEN WITH (2) #6 x 3/4" SCREWS Er 1 VERTICAL CROSS SECTION 2 R N e n 71,on Z L_°,° a cw0. e Il 4° nE1$ r c0° aV o c 3 E. N.T.S. BY DWS er: LFS ONO NO.: FL-6163.1 T 2 OF 4 4. a U \2 I O U h _ a N>°n Zq r Roar° E Z $ = e ` 2X BUCKr 4 U 2X BUCK M WINDOWA FRAME o MASONRY M oZ iU OPENING 24 MASONRY7 3 OPENING 2 o m C1 0] 24 G in O 0 K 4" BUCK ANCHORING FRAME ANCHORING z MASONRY o Of CONCRETE ANCHOR NOTES: I. Substitution of equal concrete screws from a different supplier may hove different edge distance and center distance requirements. 2. Concrete screw locations at the corners may be adjusted to maintain the minimum edge distance to mortorjolnts. If concrete screw Z locations noted as "MAX. ON CENTER" must be adjusted to maintain the minimum edge distance to mortarjolnfs, additional concrete screws may be required to ensure the maximum on center dimension Is not exceeded o 3. Concrete anchor table: o z G z DATE 11 19 08 0 SCALE. N.T.S. - DWG BY: DWS m cHK BY. LFS 3 DRAWING NO. R m FL-6163.1 00 N SHEET 3 OF ME w/zx BucK 2$ INSTALLATION O J W/IY, BUCK 28 INSTALLATION TYP, HEAD A JAMBS I ANCHOR TYPE ANCHOR SIZE MINIMUM EMBEDMENT MINIMUM CLEARANCE 70 MASONRY EDGE MINIMUM CLEARANCE TO ADJACENT ANCHOR ITW 1/q" 1.1/q" 2.1/2" 3" ELCO 1/4" 1.1/4" 1" 4" ITEM DESCRIPTION MATERIAL I EXTRUDED PVC MAIN FRAME (FLANGE) k2161` 0.075 MIN. WALL THK) PVC 2 EXTRUDED PVC SILL (FLANGE) k2163' (0075 MIN WALL THK) PVC 3 EXTRUDED PVC GLAZING BEAD (INTERLOCK) k3557• (0062 MIN WALL THK. PVC 4 EXTRUDED PVC MEETING RAIL t1216T (0 070 MIN, WALL THK. PVC 5 EXTRUDED PVC TOP RAIL k2908' 0 070 MIN WALL THK PVC 6 EXTRUDED PVC BOTTOM LIFT RAIL k2806' (0 070 MIN. WALL THK) PVC 7 EXTRUDED PVC STILE M2905' (0 070 MIN. WALL THK.) PVC g EXTRUDED PVC GLAZING BEAD (KEEPER) k231 T 0.062 MIN WALL THK) PVC 9 EXTRUDED PVC GLAZING BEAD (VERY & HORT) k2217' (0062 MIN WALL THK PVC 10 OPERABLE SASH LOCK 11 SASH KEEPERt12240 STEEL 12 FIXED MEETING RAIL REINF (TOP) 0 06a' GALV STL STEEL 13 FIXED MEETING RAIL REINF (BOTTOM) 0 060" GALV STL STEEL 14 LOCK RAIL REINF. (TOP) 0.048" STEEL I5 BOTTOM LIFT RAIL d, SASH RE NF. 0 06a' GALV. STL. STEEL Ib WINDOW SCREEN 17 WEATHERSTRIP PILE W/FIN 187 x .270. LOCK RAIL S SASH (ULTRAFAB) 18 WEATHERSTRIP PILE W/FIN 187 x 230, FIXED MEETING RAIL ULTRAFAB 19 WEATHERSTRIP PILE W/F:N 187 x 150. SILL (ULTRAFAB 20 WEATHERSTRIP VINYL BULB 187" x .375" 0 AMESBURY 22 GLAZING COMPOUND (DOW k 1199) SILICONE 23 88 x I.3/4" PPH SMS STEEL 21 1 /4" x 2-3/4" ELCO OR ITW CONCRETE SCREW STEEL 25 2XBUCKSG>=055 WOOD 26 1/4"MAX SHIM SPACE WOOD 27 MASONRY - 3,192 PSI MIN CONCRETE CONFORMING TO ACI 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 CONCRETE 28 1/4" x 2-3/4" ELCO OR ITW CONCRETE SCREW STEEL 29 IX BUCK WOOD 30 INTERCEPT SPACER STEEL m C Dao — l/8"ANNEALED GLASS o AIR SPACE `o c I M ANNEALED GLASS ' > O VO D ° C m Y t 5/8" OVERALL 7/16BITEGLASS 22 30 GLASS THK 9 m° , ° 3 S or $;V a` D c o o° GI Glazin Detail e G u 8 67" 0.74" N z "z L - 3 a i J o III WO oba' --I V-- w , N O FQ 14 Lock Meetin Rail To 13 Fixed Meetin Rail Bottom ? N o J o ReinforcementReinforcementor iD ia a m THE APPROVED WHITE RIGID PVC EXTERIOR EXTRUSIONS FOR WINDOWS ARE TO BE PRODUCED BY EXTRUDERS LICENSEES IN "AAMA CERTIFICATION PROGRAMS FOR RIGID PVC EXTRUSIONS". 0 82" -- 16161 74" 0 91" -{-- ` 1 ---t 1 16' O Q Z OJ..— I I I 0 T' O Ln o or Q -- i F-- 0.05" 1 16' -}- o fkf 91- . N_ IS Eotfom Lift'all i Sash 14 Lock Rail io 1- Reinforcement Reinforcement 6 Extruded PVC Bottom Lift Mall Extruded PVC To Rail U z 5 4 Extruded PVC Meeting Rail - Mz z 2 69" 2.69" ---{ - 079" MTE- 11 19 08 z o 1 o 079 a scut N.T.S. m o L c owc BY: DWS m J I aIK BY: LFS ; Extruded PVC GlazingBead Extruded PVC GlazingBead Exhuded PVC GlazingBead DRAWING No.. a PVC SIII Extruded PVC Stile 3 9 B Keeper FL-6163.1 0 PVCMainFrametyH-- 7 N with flange ,/ with flange SHEET 4 OF 4 BILL OF MATERIALS FORM 1100A-08 PERMIT # 1s70 - FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Performance Method A Project Name: LOPER RENOVATION AND ADDITION Builder Name: BUILD FLORIDA INC Street: 215 WEST 18TH STREET Permit Office: SANFORD IJ-70City, State, Zip: SANFORD , FL, 32771- Permit Number. Owner. SAM AND SANDRA LOPER Jurisdiction: G Si1'o0 Design Location: FL, Sanford 1. New construction or existing Addition 9. Wall Types(1248.0 sgft.) Insulation Area 2. Single family or multiple family Single-famrly a. Concrete Block - Int Insul, Exterior R=4.5 642.67 ftz b. Concrete Block - Int Insul, Exterior R=3.0 605.33 ftz 3. Number of units, if multiple family 1 c. WA R= ftz 4. Number of Bedrooms(Bedrms In Addition) . 3(1) d. N/A R= ftz 5. Is this a worst case? No 10. Ceiling Types (1360.0 sgft.) Insulation Area 6. Conditioned floor area (ftz) 1360 a. Under Attic (Vented) R=19.0 725.00 ftz b. Under Attic (Vented) R=30.0 635.00 ftz 7. Windows(123.0 sgft.) Description Area c. N/A R= ftz a. U-Factor. Sgl, U=0.65 75.00 ft= SHGC: SHGC.35 11. Ducts b. U-Factor. Sgl, U=1.27 48.00 ftz a. Sup: Attic Ret: Attic AH: Interior Sup. R= 6, 272 IF SHGC: SHGC=0.87 12. Cooling systems- Replacement for wholehouse c. U-Factor. N/A ftz a. Central Unit Cap: 28.6 kBtu/hr SHGC: SEER: 14 d. U-Factor. N/A fP 13. Heating systems- Replacement for wholehouse SHGC: a. Electric Heat Pump Cap: 26.2 kBtu/hr e. U-Factor: N/A ftz HSPF:8.2 SHGC: 14. Hot water systems - Replacement equipment 8. Floor Types (1360.0 sgft.) Insulation Area a. Electric Cap: 50 ga ikxis a. Slab -On -Grade Edge Insulation R=0.0 1360.00 Rz EF: 0.92 b. N/A R= ftz b. Conservation features c. N/A R= ftz None 15. Credits Pstat Total As -Built Modified Loads: 21.68 Glass/Floor Area: 0.090 PASSTotalBaselineLoads: 26.77 I hereby certify that the plans and specifications covered by Review of the plans and O}li: Sri{ j this calculation are in compliance with the Florida Energy Code. specifications covered by this calculation indicates compliance NO Q with the Florida Energy Code. PREPARED BY: - fir. Before construction is completed DATE: this building will be inspected for compliance with Section 553.908 I hereby certify that this building, as designed, is in compliance Florida Statutes. with the Florida Energy Code. C)D,`ti,E OWNER/AGENT- BUILDING OFFICIAL: DATE: DATE: Compliance requires certification by the air handler unit manufacturer that the air handler enclosure qualifies as certified factory -sealed in accordance with N1110.A.3. 7 5/20/2011 12:38 PM EnergyGauge® USA - FtaRes2008 Page 1 of 5 6 Grill Htg Clg TEL Design Veloc Diam H x W Stud/Joist Duct Name Size (in) cfm) cfm) ft) FR fpm) in) in) Opening (in) Matl Trunk rb4 Ox 0 283 404 0 0.100 0 0 Ox 0 RtFg rb10 Ox 0 484 363 0 0.100 0 0 Ox 0 RtFg Q -F F wrightsofC PigIeO UnNersel8.0.07 RSU08373 2011-Mat1815:1826 iC% ..a FiggmsU=n-ents\WrighWft FNAC12473 WHrrEHORSE STREETrup Cale= MJB House Front faces: Page 2 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 81 The lower the EnergyPerformance Index, the more efficient the home. 215 WEST 18TH STREET, SANFORD, FL, 32771- 1. New construction or existing Addition 9. Wal Types Insulation Area 2. Single family or multiple family Singl-farmly a. Concrete Block - Int Insul, Exterior R=4.5 642.67 ftz b. Concrete Block - Int Insul, Exterior R=3.0 605.33 ftz 3. Number of units, if multiple family 1 c. N/A R= ftZ 4. Number of Bedrooms 3 d. N/A R= ftz 5. Is this a worst case? No 10. Ceiling Types Insulation Area 6. Conditioned fbxor area (ftz) 1360 a. Under Attic (Vented) R=19.0 725.00 ftz b. Under Attic (Vented) R=30.0 635.00 ftz 7. Windows" Description Area c. N/A R= ftz a. U-Factor. Sgl, U=0.65 75.00 ftz SHGC: SHGC=0.35 11. Ducts - b. U-Factor: Sgl, U=1.27 48.00 ftz a. Sup: Attic Ret: Attic AH: Interior Sup. R= 6, 272 ftz SHGC: SHGC=0.87 12. Cooling systems - Replacement for wholehotm c. U-Factor: N/A ftz a. Central Unit Cap: 28.6 kBtu/hr SHGC: SEER: 14 d. U-Factor. N/A R' 13. Heating systems -Replacement for wholehouse SHGC: a. Electric Heat Pump Cap: 26.2 kBtu/hr e. U-Factor: N/A ftz HSPF:8.2 SHGC: 14. Hot water systems - Replacement equipment 8. Floor Types Insulation Area a Electric Cap: 50 gallonsa. Slab -On -Grade Edge Insulation R.0 1360.00 ftz EF: 0.92 b. N/A R= ftz b. Conservation features c. N/A R= ftz None 15. Credits Pstat I certify that this home has complied with the Florida Energy Efficiency Code for Building Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Code compliant features. Builder Signature: Address of New Home: Date: City/FL Zip: O Note: The home's estimated Energy Performance Index is only available through the EnergyGauge USA - FlaRes2008 computer program. This is not a Building Energy Rating. If your Index is below 100, your home may qualify for incentives if you obtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at 321) 638-1492 or see the Energy Gauge web site at energygauge.com for information and a list of certified Raters. For information about Florida's Energy Efficiency Code for Building Construction, contact the Label required by Section 13-104.4.5 of the Florida Building Code, Building, or Section B2.1.1 of Appendix G of the Florida Building Code, Residential, if not DEFAULT. Er gyGauge® USA - FlaRes2008 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 81 The lower the EnergyPerformance Index, the more efficient the home. 215 WEST 18TH STREET, SANFORD, FL, 32771- 1. New won or existing Addition 9. wall Types Insulation Area 2. Single family or multiple family single -facer a. Concrete Block - Int Insul, Exterior R=4.5 642.67 ftz b. Concrete Block - Int Insul, Exterior R=3.0 605.33 ftz 3. Number of units, if multiple family 1 c. NIA R= ftz 4. Number of Bedrooms 3 d. WA R= ftz 5. Is this a worst case? No 10. Ceiling Types Insulation Area 6. Conditioned floor area (ftz) 1360 a. Under Attic (Vented) R=19.0 725.00 ftz b. Under Attic (Vented) R=30.0 635.00 ftz 7. Windows" Description Area c. NIA R= ftz a. U-Factor. Sgl, U=0.65 75.00 ftz SHGC: SHGC=0.35 11. Ducts - b. U-Factor: SgI, U=1.27 48.00 ftz a. Sup: Attic Ret: Attic AH: Interior Sup. R= 6, 272 ftz SHGC: SHGC=0.87 12. Coding systems - Replacement for Mx9ehouse c. U-Factor: N/A ftz a. Central Unit Cap: 28.6 kBtu/hr SHGC: SEER: 14 d. U-Factor. WA ft, 13. H Replacement for wholehouse9 SHGC: a. Electric Heat Pump Cap: 26.2 kBtu/hr e. U-Factor. N/A fF HSPF:8.2 SHGC: 14. Hot water systems - Repacement equipment 8. Floor Types Insulation Area a. Electric Cap: 50 gallonsEF: a. Slab -On -Grade Edge Insulation R=0.0 1360.00 ftz 0.92 b. N/A R= ftz b. Conservation features c. N/A R= ftz None 15. Credits Pstat I certify that this home has complied with the Florida Energy Efficiency Code for Building Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Otherwise, a new EPL Display Cana will be completed based on installed Code compliant features. Builder Signature: Address of New Home: Department of Community Affairs at (850) 487-1824. Date: City1FL Zip: Label required by Section 13-104.4.5 of the Florida Building Code, Building, or Section B2.1.1 of Appendix G of the Florida Building Code, Residential, if not DEFAULT. EnergyGauge® USA - FlaRes2008 PROJECT Title: LOPER RENOVATION AND Bedrooms: 3 Adress Type: Street Address Building Type: FLAsBuilt Conditioned Area: 1360 Lot # Owner. SAM AND SANDRA LOPER Trial Stories: 1 Block/SubDivision: of Units: 1 Worst Case: No PlatBook: Builder Name: BUILD FLORIDA INC Rotate Angle: 0 Street 215 WEST 18TH STRE Permit Office: SANFORD Cross Ventilation: County. SEMINOLE Jurisdiction: Whole House Fan: City, State, Zip: SANFORD , Family Type: Single-family FL, 32771- New/hosting: Addition Comment: CLIMATE IECC Design Temp Int Design Temp Heating Design Daily Temp Design Location TMY Site Zone 97.5 % 2.5 % Winter Summer Degree Days Moisture Range FL, Sanford FL ORLANDO_SANFOR 2 39 93 75 70 677 44 Medium FLOORS Floor Type Perimeter R-Value Area Tile Wood Carpet 1 Slab -On -Grade Edge Insulatio 156 ft 0 1360 fY 0 0 1 ROOF Roof Gable Roof Solar Deck Type Materials Area Area Color Absor. Tested Insul. Pitch 1 Gable or shed Composition shingles 1433 112 226 fF Medium 0.96 No 0 18.4 deg ATTIC V Type Ventilation Vent Ratio (1 in) Area RBS IRCC 1 Full attic Vented 300 1360 fI2 N N CEILING Ceiling Type R-Value Area Framing Frac Truss Type 1 Under Attic (Vented) 19 725 ftz 0.11 Wood 2 Under Attic (Vented) 30 635 ft2 0.11 Wood WALLS Cavity Sheathing Framing Solar Ornt Adjacent To Wall Type R-Value Area R-Value Fraction Absor. 1 N Exterior Concrete Block - Int Insul 3 328 ft= 0 0.30000001 2 E Exterior Concrete Block - Int Insul 3 200 ft= 0 0.30000001 3 E Exterior Concrete Block - Int Insul 4.5 96 ft' 0 0.30000001 4 S Exterior Concrete Block - Int Insul 3 77.33333 0 0.30000001 5 S Exterior Concrete Block - Int Insul 4.5 250.6666 0 0.30000001 6 W Exterior Concrete Block - Int Insul 4.5 296 fF 0 0.30000001 5/20/2011 12:38 PM EnergyGauge® USA - FlaRes2008 Page 2 of 5 DOORS Omt Door Type Storms U-Value Area 1 N Insulated None 0.460000 20 ft2 WINDOWS Orientation shown is the entered, asBd t orientation_ V # Omt Frame Panes NFRC U-Factor SHGC Storms Area Overhang Depth Separation Int Shade Screening 1 2 3 4 5 6 7 8 9 10 N Metal N Metal N Metal E Metal E Metal S Metal S Metal S Metal S Metal W Metal Single (Clear) Single (Clear) Single (Clear) Single (Clear) Single (Clear) Single (Clear) Single (Clear) Single (Clear) Single (Clear) Single (Clear) Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes 0.65 0.35 N 1.27 0.87 N 1.27 0.87 N 0.65 0.35 N 0.65 0.35 N 1.27 0.87 N 0.65 0.35 N 0.65 0.35 N 0.65 0.35 N 0.65 0.35 N 15 ft2 24 ft2 12 ft2 15 ft2 15 ft2 12 ft2 9 ft2 9 ft2 4 ft2 8 ft2 6 ft 0 in 1 ft 4 in 6 ft 0 in 1 ft 4 in 6 ft 0 in 1 ft 4 in 1 ft 6 in 5 ft 0 in 1 ft 6 in 5 ft0 in 6 It 0 in 10 ft 0 in 1 ft 6 in 1 ft 4 in 1 ft 6 in 1 ft 4 in 1 ft 6 in 1 ft 4 in 1 ft 6 in 5 ft 0 in HERS 2006 HERS 2006 HERS 2006 HERS 2006 HERS 2006 HERS 2006 HERS 2006 HERS 2006 HERS 2006 HERS 2006 None None None None None None None None None None INFILTRATION & VENTING Method SLA CFM 50 ACH 50 ELA EgLA Forced Ventilation — Supply CFM Exhaust CFM Run Time Fraction Fan Watts Default 0.00057 2033 11.21 111.6 209.9 0 cfm 0 cfm 0 0 COOLING SYSTEM System Type Subtype Efficiency Capacity Air Flow SHR Ducts 1 Central Unit None SEER: 14 28.6 kBtuthr 940 cfm 0.7 sys#1 HEATING SYSTEM System Type Subtype Efficiency Capacity Duds 1 Electric Heat Pump None HSPF: 8.2 26.2 kBtulhr sys#1 HOT WATER SYSTEM System Type EF Cap Use SetPrd Conservation 1 Electric 0.92 50 gal 60 gal 120 deg None SOLAR HOT WATER SYSTEM FSEC Cert # Company Name Collector System Model # Collector Model # Area Storage Volume FEF None None ft2 5/ 20/2011 12:38 PM EneWGauge® USA - FlaRes2008 Page 3 of 5 DUCTS Supply Return— Air Percent Location R-Value Area Location Area Leakage Type Handler CFM 25 Leakage QN RLF 1 Attic 6 272 ft= Attic 68 ft2 Default Leakage Interior Default) Default) % TEMPERATURES Programable Thermostat: Y Ceiling Fans: Cooling Jan Heat Jan Feb 0Feb Mar Mar X] P 1C Apr ] AP L l May MaY Jun lxl Jun Jul X Jul( AugOct AugXC Oct X Nov Nov Dec X Dec VentingJan Feb X] Mar C) Apr (X] Ma X] Jun X] Jul X] Aug[X] X] Oct [XJ Nov X] Dec Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling (WD) AM 78 78 78 78 78 78 78 78 80 80 80 80 PM 80 80 78 78 78 78 78 78 78 78 78 78 Cooling (WEH) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Heating (WD) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 Heating (WEH) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 5/20/2011 12:38 PM EnergyGauge® USA - FlaRes2008 Page 4 of 5 FORM 1100A-08 Code Compliance Checklist Residential Whole Building Performance Method A - Details ADDRESS: 215 WEST 18TH STREET PERMIT#: SANFORD, FL, 32771- INFILTRATION REDUCTION COMPLIANCE CHECKLIST COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE CHECK Exterior Windows & Doors N1106.AB.1.1 Maximum:.3 .fL window areas .5 .ft door area. Exterior & Adjacent Walls N1106_AB_1.2 Caulk, gasket, weatherstrip or seal between: windows/doors & frames, surrounding wall; foundation & wall sole or sill plate; joints between exterior wall panels at comers; utility penetrations; between wall panels & top/bottom plates; between walls and floor. EXCEPTION: Frame walls where a continuous infiltration barrier is installed that extends from, and is sealed to, the foundation to the top plate. Floors N1106.AB.1.2 Penetrationstopenings > 1/8" sealed unless backed by truss or joint members. EXCEPTION: Frame floors where a continuous infiltration barrier is installed that is sealed to the perimeter, penetrations and seams. Ceilings N1106.AB.12 Between walls & ceilings; penetrations of ceiling plane to top floor, around shafts, chases, soffits, chimneys, cabinets sealed to continuous air barrier, gaps in gyp board & top plate; attic access. EXCEPTION: Frame ceilings where a continuous infiltration barrier is installed that is sealed at the perimeter, at penetrations and seams. Recessed Lighting Fixtures N1106.AB.12 Type IC rated with no penetrations, sealed; or Type IC or non -IC rated, installed inside a sealed box with 1/2" clearance & Y from insulation; or Type IC with < 2.0 cfm from conditioned space, tested. Multi -story Houses N1106.AB.12 Air barrier on perimeter of floor cavity between floors. Additional Infiltration refits N1106.AB.1.3 Exhaust fans vented to outdoors, dampers; combustion space heaters comply with NFPA, have combustion air. OTHER PRESCRIPTIVE MEASURES (must be met or exceeded by all residences.) COMPONENTS SECTION REQUIREMENTS CHECK Water Heaters N1112.AB.3 Comply with efficiency requirements in Table N1112.ABC.3 Switch or dearly marked circuit breaker (electric) or cutoff (gas) must be provided. External or built-in heat trap required. Swimming Pools & Spas N1112.AB.2.3 Spas & heated pools must have covers (except solar heated). Non-commercial pools must have a pump timer. Gas spa & pool heaters must have a minimum thermal efficiency of 78%. Heat pump pool heaters shall have a minimum COP of 4.0. Shower heads N1112.AB.2.4 Water flow must be restricted to no more than 2.5 gallons per minute at 80 PSIG. Air Distribution Systems N1110.AB AD ducts, fittings, mechanical equipment and plenum chambers shall be mechanically attached, sealed, insulated and installed in accordance with the criteria of Section N1110.AB. Ducts in unconditioned attics: R-6 min. insulation. HVAC Controls N1107.AB.2 Separate readily accessible manual or automatic thermostat for each system - Insulation N1104.AB.1 Ceilings -Min. R-19. Common walls -frame R-11 or CBS R-3 both N1102.B.1.1 sides. Common ceding & floors R-11. 5/20/2011 12:38 PM EnergyGauge® USA - FlaRes2008 Page 5 of 5 LOPER SREFDY CALC'S Project Summary Job: May20, RENOVATION J • 7 Date: May 20, 2011 Entire House By: TRICIA HIGGINS SPEEDY CALC'S 2805 STATEN DRIVE. DELTONA, FL 32738-9156 Phone (407) 314414% Fax. (407) 3225788 Errad TI-IGGINSI5@CFL.RR,C0M For: SAM & SANDRA LOPER 215 W. 18TH STREET, SANFORD, FL 32771 Notes: LOPER RENOVATION AND ADDITION 215 WEST 18TH STREET SANFORD, FL 32771 Weather. Orlando Sanford AP, FL, US Winter Design Conditions Summer Design Conditions Outside db 37 OF Outside db 95 OF Inside db 70 OF Inside db 75 OF Design TD 33 OF Design TD 20 OF Daily ranggee M Relative Cmidty 50 % Moisture difference 36 grllb Heating Summary Structure 25077 Btuh Ducts 2120 Btuh Central vent (0 cfm) 0 Btuh Humidification 0 Btuh Piping 0 Btuh Equipment load 27197 Btuh Infiltration Method Simplified Construction quality Average Fireplaces 0 Heating Cooling Area (It) 1360 1360 Volume (ftJ 10880 10880 Air changes hour 0.45 0.23 Equiv. AVF (cfm) 82 42 Heating Equipment Summary Make Payne Trade PAYNE PH15 Model 131-115NB030" A AHRI ref no.3653572 Efficiency Heating input Heating output Temperature rise Actual air flow Air flow factor Static pressure Space thermostat 8.2 HSPF 28600 Btuh @ 47°F 28 OF 940 cfm 0.035 cfm/Btuh 1.00 in H2O Sensible Cooling Equipment Load Sizing Structure 20106 Btuh Ducts 2866 Btuh Central vent (0 cfm) 0 Btuh Blower 0 Btuh Use manufacturer's data n Ratelswing multiplier 1.00 Equipment sensible load 22926 Btuh Latent Cooling Equipment Load Sizing Structure 4030 Btuh Ducts 437 Btuh Central vent (0 cfm) 0 Btuh Equipment latent load 4466 Btuh Equipment total load 27392 Btuh Req. total capacity at 0.70 SHR 2.7 ton Cooling Equipment Summary Make Payne Trade PAYNE PH15 Cond PH15NB030" A Cal FFIENP031 AHRI ref no.3653572 Efficiency 12.0 EER, 14.5 SEER Sensible coding 19740 Btuh Latent coding 8460 Btuh Total cooling 28200 Btuh Actual air flow 940 cfm Air flow factor 0.041 cfm/Btuh Static pressure 1.00 in H2O Load sensible heat ratio 0.84 Printout certified by ACCA to meet all requirements of Manual J 8th Ed. t- g ,o - RghtSurte0 Unmrsal 8 0.07 RS M73 2011-May-20 13 33 39 ACGX C:Ulsers\Tricia RUgins0ocurrents\Wrightsoft HVAMLOPER.rup Calc = MJB Front Door races. N Pape 1 ISPUDYCALC'S1 AED Assessment Entire House SPEEDY CALC'S 2805 STATEN DRIVE, DELTONA, FL 32738-9156 Phone- (407) 314-8495 Fax. (407) 322-5788 Email THGGINSI5QCFL,RR,C0M For: SAM & SANDRA LOPER 215 W. 18TH STREET, SANFORD, FL 32771 Location: Orlando Sanford AP, FL, US Elevation: 52 ft Latitude: 29ON Outdoor: Heating Dry bulb (OF) 37 Daily range (OF) - Wet bulb (OF) - Wind speed (mph) 15.0 Job: LOPER RENOVATION Date: May 20, 2011 By: TRICIA HIGGINS Indoor Heating Cooling Indoor temperature (OF) 70 75 Design TD (OF) 33 20 Relative humidity (%) 50 50 Cooling Moisture difference (gdlb) 28.9 36.4 95 Infiltration: 17 (M ) 75 7.5 Hourly Glazing Load 8 9 10 11 12 13 14 15 16 17 18 19 20 Hour of Day e ra.* i ^wraw a AM Wd Maximum hourly glazing load exceeds average by 10.8%. House has adequate exposure diversity (AED), based on AED limit of 30%. AED excursion: 0 Btuh Et+- w"-Qj-vtnc t=e- RiphtSude® Universal 8 0.07 RSU06373 2011-May-20 13-33 39 C.\UserslTricia Hippies\Documents\WriphtsoR HVACkLOPER.rup Calc= M,IB Fruit Door faces N Pape 1 SP EDY CALC'S Right-J® Worksheet Entire House SPEEDY CALC'S 2805 STATEN DRIVE, DELTON/, FL 32738-9156 Phone: (407) 314Z495 Fax: (407) 322-5788 Email THGGINSI5@CFL,RR,COM Job: LOPER RENOVATION Date: May 20, 2011 By: TRICIA HIGGINS 1 Room name Entire House NEW M BEDROOM 2 Exposed wag 154.0 ft 36.0 ft 3 Ceiling heigli 8.0 ft d 8.0 ft hwVcool 4 5 Room dimensions Room area 1360.0 ft2 11.0 x 25.0 ft 275.0 ft= Ty Construction LL,4 rte Or HTM Area (R2) Load Area (Il2) Load nurt xw BtotJftz'F) BttfJftl) or perimeter (ft) Bluh) or perimeter (ft) Btuh) Heat Cod Gross N/P/S Heat Cod Gross N/P/S Heed Cod 6 V)I 51G 0.333 n 10.99 9.19 232 163 1791 1498 0 0 0 0 I_Gp 1Aclom 1.270 n 41.91 31.68 48 0 2012 152D 0 0 0 0 11DO 0.390 n 12.87 12.71 21 21 270 267 0 0 0 0 V1/ Bk wai, stucco ad 0.247 n 8.15 5.80 a6 73 595 424 88 73 595 424 11 G Vpl-- FORM 1100E 08 51G 0.650 0.333 n a 21.45 10.99 16.21 9.19 15 20D 0 170 322 18law1562 243 15 0 0 0 322 0 243 0 G FORM 1100E 05 0.650 a 21.45 35.99 30 0 643 1080 0 0 0 0 VLDBk vvag, stucco ad 0.247 a 8.15 5.80 96 82 am 476 0 0 0 0 11DO 0.390 a 12.87 12.71 14 14 180 178 0 0 0 0 W 51G 0.333 s 10.99 9.19 80 68 747 625 0 0 0 0 G 1Aclom 1.270 s 41.91 31.68 12 12 503 380 0 0 0 0 Bk wall, stucco ad 0.247 s 8.15 5.8D 240 218 1777 1265 0 0 0 0 FORM 1100B 08 0.650 s 21.45 16.21 4 4 86 65 0 0 0 0 FORM 1100E 08 0.650 s 21.45 16.21 18 18 396 292 0 0 0 0 yl Bk wag, stucco end 0.247 w 8.15 5.80 296 288 2347 1672 200 192 1565 1114 I-G FORM 11001308 0.650 w 21.45 35.99 8 0 172 288 8 0 172 288 C 16B-19ad 0.049 1.62 2.75 569 569 920 1564 0 0 0 0 C 16BG0ad 0.032 1.06 1.80 791 791 835 1420 275 275 290 494 F 22Acpm 1.180 38.94 0.00 1360 154 5997 0 275 36 1402 0 6 c) AED excursion 0 63 Envelope loss/gain 22120 14819 4346 2626 12 a) Infiltration 2957 907 691 212 b) Roan ventilation 0 0 0 0 13 Internal gaits: Occupants @ 23D 6 1380 2 460 Appriartces/dher 3000 600 Subtotal (limes 6 to 13) 25077 2D106 5037 3898 Less etderrtal load 0 0 0 0 Less transfer 0 0 0 0 Redrstrtbution 0 0 0 0 14 Subtotal 25077 20106 5037 3898 15 Dud loads 8% 14% 2120 2866 8% 14% 426 556 Total room bad 27197 22972 I I F*F 4454 Air regained (dm) 940 940 182 Printout certified by ACCA to meet all recorements of Manual J 8th Ed. r ...rxyc.csoee- RtghtSutem Universal 8.0.07 RSU08373 2011-May-20 13 33 39 C.\Users\Tricia HigginslDocunerts\Wrightson WAC\LOPER rup Calc = M,I8 Front Door laces N Page 1 SPHEDi' CALC'S Right-J® Worksheet Entire House SPEEDY CALC'S 2805 STATEN DRIVE, DELTONA, FL 32738-9156 Phone (407) 314-84% Fax: (407) 322-5788 Email: THGGINS15@CFL,RR,COM Job: LOPER RENOVATION Date: May 20, 2011 By: TRICIA HIGGINS 1 Room name LAUNDRY I(ITCHEN 2 Exposed Wall 18.0 fl 13.0 fl 3 Ceiling height 8.0 fl heaticool 8.0 fl heWcool 4 5 Room dimensions Room area 6.0 x 12.0 It 72.0 fl' 13.0 x 12.0 fl 156.0 fl2 Ty Construction U-vaMie Or HTM Area M2) Load Area (RI) Load number B ulAIL'F) BtuhMj or perimeter (rt) Btuh) or perimeter (R) Btuh) Heal Coal Gross N/P/S Heat Cod Gross N/P/S HeW Cool 6 yl 51G 0.333 n 10.99 9.19 0 0 0 0 0 0 0 0 1Aclom 1.270 n 41.91 31.68 0 0 0 0 0 0 0 0 11DO 0.390 n 12.87 12.71 0 0 0 0 0 0 0 0 Blk vvai, stucco era 0247 in 8.15 5.80 0 0 0 0 0 0 0 0 I. FORM 1100E 08 0.650 n 21.45 16.21 0 0 0 0 0 0 0 0 1R! 51G 0.333 a 10.99 9.19 0 0 0 0 0 0 0 0 G FORM 1100E 08 0.650 a 21.45 35.99 0 0 0 0 0 0 0 0 VIILD Blk wall, stucco ad 0.247 a 8.15 5.80 96 82 658 476 0 0 0 0 11DO 0.390 a 12.87 12.71 14 14 180 178 0 0 0 0 51G 0.333 s 10.99 9.19 0 0 0 0 0 0 0 0 lAclom 1.270 s 41.91 31.68 0 0 0 0 0 0 0 0 Y}I B& wag, stucco and 0.247 s 8.15 5.80 48 39 318 226 104 95 774 551 FORM 110013 08 0.650 s 21.45 16.21 0 0 0 0 0 0 0 0 FORM 1100E 08 0.650 s 21.45 16.21 9 9 193 146 9 9 193 146 Vjl Blk Yak stucco end 0.247 w 8.15 5.80 0 0 0 0 0 0 0 0 1---G FORM 1100E 08 0.650 w 21.45 35.99 0 0 0 0 0 0 0 0 C 168-19rad 0.049 1.62 2.75 0 0 0 0 0 0 0 0 C 16EkJW 0.032 1.06 1.80 72 72 76 129 156 156 165 280 F 22Acpm 1.180 38.94 0.00 72 18 701 0 156 13 506 0 6 c) AED excursion 5 11 Envelope bWgairr 2136 1151 1638 967 12 a) In filtration 346 106 250 77 b) Room ventilation 0 0 0 0 13 krtemal gains: Occuperts @ 230 0 0 2 460 Apprrarr other 0 120D Subtotal (Ones 6 to 13) 2482 1257 1= 2703 Less e:demal bad 0 0 0 0 Less transfer 0 0 0 0 Redstribulion 0 0 0 0 14 Subtotal 2482 1257 1888 2703 15 Duct bads 8% 14% 210 179 8% 14% 160 385 Total room load MW 14W 2048 3089 Air required (ctm) 93 59 711 126 Printout certified bV ACCA to meet all requirements of Manual J 8th Ed. r {+F wrigatesvet- RighlSudet universal 8 0.07 RSLX6373 2011-May-20 13.33 39 C:\UserslTnaa HggirsXDocumerds\WrightsoftWACILOPER rup Caic = MJB Front Door faces N Page 2 SFBEUY CALC'S RighW@ Worksheet Entire House SPEEDY CALC'S 2805 STATEN DRIVE, DELTONA, FL 32738-9156 Phase: (407) 314.8495 Fax: (407) 322-5788 Emad THGGINSI5@CFL,RR,COM Job: LOPER RENOVATION Date: May 20, 2011 By: TRICIA HIGGINS 1 Room narne M BATH WIC 2 Exposed wall 6.0 ft 17.0 0 3 Ceiling height 8.0 ft heal/cod 8.0 1t heal/cool 4 5 Room dimensions Room area 6.0 x 12.0 0 72.0 ft' 5.0 x 12.0 ft 60.0 W Ty Canstructian U value Or HTM Area (ft2) load Area (R) Load luntm BtWRIL-*F) BtuhM2) or perirreler (ft) Btuh) or perineler (ft) Btuh) Heat Cod Gross WP/S Heal Cod Gross N/P/S Heat Cod 6 51G 0.333 n 10.99 9.19 0 0 0 0 0 0 0 0 1A-clom 1.270 n 41.91 31.68 0 0 0 0 0 0 0 0 11DO 0.390 n 12.87 12.71 0 0 0 0 0 0 0 0 Bk waf, stucco ad 0.247 n 8.15 5.8D 0 0 0 0 0 0 0 0 11 FORM 1100E 06 0.650 n 21.45 16.21 0 0 0 0 0 0 0 0 MI 51G 0.333 a 10.99 9.19 0 0 0 0 0 0 0 0 G FORM 1100E 08 0.650 a 21.45 35.99 0 0 0 0 0 0 0 0 Bilk wall, stucco ad 0.247 a 8.15 5.8D 0 0 0 0 0 0 0 0 11DO 0.390 a 12.87 12.71 0 0 0 0 0 0 0 0 T-G51G 0.333 s 10.99 9.19 0 0 0 0 0 0 0 0 1Aclom 1.270 s 41.91 31.68 0 0 0 0 0 0 0 0 VII Blk wall, stucco ad 0.247 s 8.15 5.80 48 44 359 255 40 40 326 232 FORM 1100E 08 0.650 s 21.45 16.21 4 4 86 65 0 0 0 0 I; G FORM 1100E 08 0.65D s 21.45 16.21 0 0 0 0 0 0 0 0 Bk wall, stucco ad 0.247 w 8.15 5.80 0 0 0 0 96 96 782 557 FORM 1100E 08 0.650 w 21.45 35.99 0 0 0 0 0 0 0 0 C 16B-19ad 0.049 1.62 2.75 0 0 0 0 0 0 0 0 C 168-30ad 0.032 1.06 1.80 72 72 76 129 6D 60 63 105 F 22A-mm 1.180 38.94 0.0D 72 6 234 0 60 17 662 0 6 c) AED ea rrrsion 2 4 Envelope loss/gain 754 448 1834 8m 12 a) Infiltration 115 35 326 100 b) Room ventilation 0 0 0 0 13 Intemal gains: Occupants @ 23D 0 0 0 0 Appliances/other 0 0 Subtotal (lines 6 to 13) W9 483 216D 993 Less eDdemal load 0 0 0 0 Less transfer 0 0 0 0 Redrstnbulion 0 0 0 0 14 Subtotal am 483 216D 993 15 Duct bads 8% 14% 74 69 8% 14% 183 142 Total room bad 943 552 1 2343 1135 Air required (dm) 33 23 181 46 Printout certified by ACCA to meet all requirerna is of Manual J 8th Ed. RnghtSudeO Universal 8 0 07 RSJM73 2011-May-20 13.33 39 14CC:k C:\Users\Triaa Ffiggins\Doc rnen ts\Wrnghtsolt WAC\LOPER rup Cal = MJB Front Door faces: N Page 3 SPEEDY CALC'S Right-J® Worksheet Entire House SPEEDY CALC'S 2805 STATEN DRIVE, DELTONA, FL 32738-9156 Plane. (407) 314$495 Fax (407) 322-5788 Email THGGINSI5CCFL,RR,COM Job: LOPER RENOVATION Date: May 20, 2011 By: TRICK HIGGINS 1 Room name EXIST BEDROOM 1 EXIST BEDROOM 2 2 Exposed wal 23.0 ft 22.0 it 3 Ceding he4t 0 ft heat/coot 0 ft heat/cad 4 5 Room drrnefsions Room area 1.0 x 118.0 ft 118.0 f 2 1.0 x 111.0 0 111.0 ft' Ty Construction u-wlue Of HTM Area (ft2) Load Area M2) Load number BhfJR;'F) BIUKM2) or pertneler (ft) Btuh) or Perimeter (fl) Bleh) Flriot Cod Gross N/P/S Heat Cod Gross WP/S Heart Cod 6 51G 0.333 n 10.99 9.19 0 0 0 0 80 68 747 625 1Aclom 1.270 n 41.91 31.68 0 0 0 0 12 0 503 380 11DO 0.390 n 12.87 12.71 0 0 0 0 0 0 0 0 Vy BOc w stucco ad 0.247 n 8.15 5.80 0 0 0 0 0 0 0 0 I'llG, FORM 11001308 0.650 n 21.45 16.21 0 0 0 0 0 0 0 0 Y1l 51G 0.333 a 10.99 9.19 104 89 978 818 96 81 890 744 T G FORM 11001308 0.650 a 21.45 395.99 15 0 322 540 15 0 322 540 yED Blk wa1, stucco end 0.247 a 8.15 5.80 0 0 0 0 0 0 0 0 11DO 0.390 a 12.87 12.71 0 0 0 0 0 0 0 0 1N 51G 0.333 s 10.99 9.19 80 68 747 625 0 0 0 0 G IA-clom 1.270 s 41.91 31.68 12 12 503 380 0 0 0 0 Bilk wail, stucco and 0.247 s 8.15 5.80 0 0 0 0 0 0 0 0 FORM 1100E 08 0.650 s 21.45 16.21 0 0 0 0 0 0 0 0 FORM 11001308 0.650 s 21.45 16.21 0 0 0 0 0 0 0 0 Yjl Blk Yak stucco and 0.247 w 8.15 5.80 0 0 0 0 0 0 0 0 t- G FORM 11001308 0.650 w 21.45 35.99 0 0 0 0 0 0 0 0 C 1613-19ad 0.049 1.62 2.75 118 118 191 324 ill ill 179 305 C 161330ad 0.032 1.06 1.80 0 0 0 0 0 0 0 0 F 22A-mn 1.180 38.94 0.00 118 23 896 0 Ill 22 857 0 6 c) AED a=xsioa 12 12 Envelope kss/gain 3636 2675 3498 2583 12 a) Irtitration 442 135 422 130 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants ® 230 1 23D 1 230 AppfarKmWo her 0 0 Subtotal Wm 6 to 13) 4078 3041 3921 2943 Less edema) load 0 0 0 0 Less transfer 0 0 0 0 RedsUibution 14 23 12 20 14 Subtotal 4092 3064 39M 2963 15 Dud loads 8% 14% 346 437 8% 14% 333 422 Total room load 4438 3501 4265 3385 Air required (dm) 1153 1431 147 139 Pfintout certified by ACCA to meet all requirements of Manual J 8th Ed. I"- RKIMSuite® Universal 8.0.07 RSLA8373 2011-May-20 13 33 39 CAUsers\Tricia I- iiggirslDocunents\Wrightsolt HVACILOPER.rup Calc = MJB Frond Door faces N Page 4 SP!! D? CALcs Right-J® Worksheet Entire House SPEEDY CALC'S 2805 STATEN DRIVE, DELT(XA FL 32738-9156 Phone. (407) 314-8495 Fax. (407) 322-5788 Email- TFAGGINS15QCFL,RR,C0M Job: LOPER RENOVATION Date: May 20, 2011 By: TRICIA HIGGINS 1 Room retie EXIS BATH EXIST HALL 2 Evosed wall O ft 0 fl 3 Ceiling height 8.0 fl haWcod 8.0 ft heWcod 4 5 Room d'urrensions Room area 6.0 x 9.0 ft 54.0 fl2 1.0 x 39.0 ft 39.0 fl' Ty Construction llralue Or HTM Area (ft2) Load Area (ft Load number BtuhMk F) Stut") or ped , or (ft) Btuh) or per*rreter (ft) Btuh) Heel Cod Gross WP/S Heal Cod Gross WP/S Heal Cod 6 51G 0.333 n 10.99 9.19 0 0 0 0 0 0 0 0 1Aclom 1.270 n 41.91 31.68 0 0 0 0 0 0 0 0 11DO 0.390 n 12.87 12.71 0 0 0 0 0 0 0 0 Vy Blk wall, stucco end 0.247 n 8.15 5.80 0 0 0 0 0 0 0 0 11 G W L- G FORM 1100E 08 51G 0.650 0.333 n a 21.45 10.99 16.21 9.19 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 FORM 1100E 08 0.650 a 21.45 35.99 0 0 0 0 0 0 0 0 t-011DO Elk wall, stucco eid 0.247 a 8.15 5.80 0 0 0 0 0 0 0 0 0.390 a 12.87 12.71 0 0 0 0 0 0 0 0 51G 0.333 s 10.99 9.19 0 0 0 0 0 0 0 0 1A clom 1.270 s 41.91 31.68 0 0 0 0 0 0 0 0 Blk wag, stucco and 0.247 s 8.15 5.80 0 0 0 0 0 0 0 0TFORM110013080.650 s 21.45 16.21 0 0 0 0 0 0 0 0 FORM 1100E 08 0.650 s 21.45 16.21 0 0 0 0 0 0 0 0 yl sk viag, stucco ad 0.247 w 8.15 5.80 0 0 0 0 0 0 0 0 G FORM 1100E 08 0.650 w 21.45 35.99 0 0 0 0 0 0 0 0 C 16B-19ad 0.049 1.62 2.75 54 54 87 148 39 39 63 107 C 161330ad 0.032 1.06 1.80 0 0 0 0 0 0 0 0 F 22A-mm 1.180 38.94 0.00 54 0 0 0 39 0 0 0 6 c) AED excusion 1 0 Envelope loss/gain 87 148 63 107 12 a) Infiltration 0 0 0 0 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/other 0 0 Subtotal (ores 6 to 13) 87 148 63 107 Less adanal load 0 0 0 0 Less transfer 0 0 0 0 Redistrb Rion 12 20 63 1W 14 Subtotal 99 168 0 0 15 Dud loads 8% 14% 8 24 8% 14% 0 0 Total mom load 108 192 1 0 0 Air required (dm) 4 8 0 0 Printout certified by ACCA to meet all requirements of Manual J 8th Ed. ff-r- RigttSude® Universal 8 0.07 RSUD6373 2011-May-20 13 33 39 4Ct CAUserslTncia Figgins0ocu ents\Wrightsolt FNAMOPER.rup Cal: = M,S Front Door faces- N Page 5 SP EDS' CALC'S Right-J® Worksheet Entire House SPEEDY CALC'S 2805 STATEN DRIVE, DELTONA, FL 32738-9156 Phone (407) 314-8495 Fax, (407) 322-5788 Email: THGGINSI5@CFL,RR,COM Job: LOPER RENOVATION Date: May 20, 2011 By: TRICIA HIGGINS 1 Room narne DINING EXISTING LIVING 2 Exposed wall 0 ft 19.0 0 3 Ceiling heiyM 8.0 ft hewcoot 8.0 ft heWcool 4 Room dimensions Room area 13.0 x 12.0 ft 156.0 ft2 19.0 x 13.0 It5247.0 fl2 Ty Construction Uiralrue Or HTM Area (ft j Load Area (r12) Load rnmber B[uhlft2-*F) BlutJfl2) or perimeter (R) Btuh) or ptxin or (it) Btuh) Heat Cod Gross NIP/S Heal Cod Gross N/P/S Heal Cod 6 51G 0.333 n 10.99 9.19 0 0 0 0 152 95 1044 873 D 1Aclom 1.270 n 41.91 31.68 0 0 0 0 36 0 1509 1140 11DO 0.390 n 12.87 12.71 0 0 0 0 21 21 270 267 Y-G51G 11 8Ir wai, sttxxm end FORM 1100E 08 0.247 0.650 0.333 n n a 8.15 21.45 10.99 5.W 16.21 9.19 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 FORM 1100E 08 0.650 a 21.45 35.99 0 0 0 0 0 0 0 0 Blk wal, stucco ed 0.247 a 8.15 5.80 0 0 0 0 0 0 0 0 11100 51G 0.390 0.333 a s 12.87 10.99 12.71 9.19 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0W G Vjl 1Aclom Blk wall, stucco ad 1.2m 0.247 s s 41.91 8.15 31.65 5.8D 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 FORM 1100E 08 0.650 s 21.45 16.21 0 0 0 0 0 0 0 0 1- G FORM 1100E 08 0.650 s 21.45 16.21 0 0 0 0 0 0 0 0 yl Blk wall, stuccoed 0.247 w 8.15 5.80 0 0 0 0 0 0 0 0 I_G FORM 11008 08 0.650 w 21.45 35.99 0 0 0 0 0 0 0 0 C 16B-19ad 0.049 1.62 2.75 0 0 0 0 247 247 399 679 C 16B30ad 0.032 1.06 1.80 156 156 165 290 0 0 0 0 F 22Acpm 1.180 38.94 0.00 156 0 0 0 247 19 740 0 6 c) AED exc=ion 12 Envelope bsslgai n 165 274 3962 2948 12 a) Infiltration 0 0 365 112 b) Room ventilation 0 0 0 0 13 kdemal gains: Occupants @ 23D 0 0 0 0 Appliances/other 120D 0 Subtotal (Ines 6 to 13) 165 1474 4327 3059 Less extemal bad 0 0 0 0 Less transfer 0 0 0 0 Redistribution 6 10 20 33 14 Subtotal 171 1484 4347 3093 15 Duct beds 8%1 14%1 14 212 8% 14% 368 441 Total mom bad 185 1696 4714 3534 Air required (efm) 6 69 163 145 Printout certified by ACCA to meet all requirements of Manual J I th Ed. RightSutte® Universal 8.0.07 RSLM73 2011-May-20 13 33 39 A65KC,%UsersXTriciaFigginsOwLffmrytskWnghtsoftWACILOPER.rup Cab = MJ8 Frond Door taces N Page 6 Main floor h 93 cfm 126 cfm ND KITCHEN 5" 10" 1 2 6 " I BAT EXIST BEDRO 1 153 cfm 8 12" 4 RE/A IN DOOR I I R/A IN DOOR 422 cfm 304cnn 6" EXIST BEDROOM 2 147 cfm 10" 5" DINING 69 cfm 7" IL31 EXISTING LIVING 163 cfm 33 cfm 81 cfm M BATH I WIC 6" 4\ 15- 270 cfm 1 7" I NEW M BEDROOM 189 cfm Job #: LOPER RENOVATION SPEEDY CALC'S Scale: 1 : 73 Performed by TRICIA HIGGINS for. Page 1 SAM & SANDRA LOPER 2805 STATEN DRIVE Right -Suite@ Universal 215 W. 18TH STREET DELTONA, FL 32738-9156 8.0.07 RSU08373 SANFORD, FL 32771 Phone: (407) 314-8495 Fax (407) 322-5788 2011-May-2013:34:25 THIGGINSI5@CF(-RR,COM... tmerts\WrightsoftHVAC1LOPER.rup SPEEDY CALDuct System Summary Job: LOPER RENOVATION Date: May 20, 2011 Entire House By: TRICIA HIGGINS SPEEDY CALC'S 2805 STATEN DRIVE, DELTONA, FL 32738-9156 Phase. (407) 314$495 Fax (407) 322-5788 Email. THGGINSI5@CFL,RR,COM For. SAM & SANDRA LOPER 215 W. 18TH STREET, SANFORD, FL 32771 External static pressure Pressure losses Available static pressure Supply / return available pressure Lowest fiction rate Actual air flow Total effective length (TEL) Heating 1. 00 in H2O 0. 34 in H2O 0. 66 in H2O 0. 51 / 0.15 in H2O 0. 261 in/100ft 940 cfm 253 ft Cooling 1. 00 in H2O 0. 34 in H2O 0. 66 in H2O 0. 51 /0.15 in H2O 0. 261 in/100ft 940 cfm Name Design Btuh) Htg cfm) Clg cfm) Design FR Diam n) H x W n) Duct Matl Actual Ln ( ft) Ftg. Egv Ln ( ft) Trunk DINING c 1696 6 69 0.292 5.0 Ox 0 VIFx 11.0 165.0 st2 EXIS BATH c 192 4 8 0.296 4.0 Ox 0 VIFx 8.6 165.0 st2 EXIST BEDROOM 1 h 4438 153 143 0.293 6.0 Ox 0 VIFx 10.0 165.0 st2 EXIST BEDROOM 2 h 4265 147 139 0.271 6.0 Ox 0 VIFx 19.2 170.0 st2 EXISTING LIVING h 4714 163 145 0.261 7.0 Ox 0 VIFx 22.0 175.0 st2 KITCHEN c 3089 71 126 0.293 6.0 Ox 0 VIFx 25.1 150.0 stl LAUNDRY h 2692 93 59 0.676 5.0 Ox 0 VIFx 6.0 70.0 M BATH h 943 33 23 0.298 4.0 Ox 0 VIFx 22.0 150.0 stl NEW M BEDROOM h 5463 189 182 0.293 7.0 Ox 0 VIFx 30.0 145.0 stl wlc h 2343 81 46 0.287 5.0 Ox 0 VIFx 29.0 150.0 st1 Trunk Htg Clg Design Veloc Diam H x W Duct Name Type cfm) cfm) FR fpm) n) In) Material Trunk st1 Peak AVF 373 378 0.287 692 10.0 0 x 0 VinlFlx st2 Peak AVF 474 504 0.261 641 12.0 0 x 0 VinlFlx aol N0111e vanes Irm Been merarafy wenidden y+ - wr gltttsolFt. RphtSuitem Universal 8 0 07 RSLM73 2011-May-20 13 33 41 4CiCk C:Wsm\Tdda ftgms1DocurrreMs\WngMsott WACILOPER.rup Calc = MJ8 Fran Door races' N Page 1 Grill Htg Clg TEL Design Veloc Diam H x W Stud/Joist Duct Name Size (in) cfm) cfm) ft) FR fpm) n) n) Opening (in) Matl Trunk rb2 0x 0 270 229 56.2 0.100 495 10.0 Ox 0 VIFx rb1 0x 0 304 290 50.8 0.100 558 10.0 M 0 VIFx rb3 0x 0 366 422 49.8 0.100 537 12.0 0x 0 VIFx BaWdefo vubw hate been MWXAW aveniiYden ffV vvcygiiv13a RigtdSuiteS Universal 8.0 07 RSU08373 2011-May-20 13 33 41 Ci1\ CAUsers\Tricra FWns\Docunents\WrightsaR HVAC\LOPER rup Calc = MJB Front Door faces N Page 2 Application No: Q MAY 2 CITY OF SANFORD UILDING & FIRE PREVENTION PERMIT APPLICATION Documented Construction Value: $ 70,000.00 Job Address: 215 WEST 18th STREET, SANFORD, FL 32771 Historic District: Yes No Q Parcel ID: 3iA-19-30-506-0000-0690 Zoning: RESIDENTIAL Description of Work: ADDITION Plan Review Contact Person: RUDOLPH RODE, Title: PRESIDENT Phone: (352) 383-6339 Fax: (352) 383-7405 E-mail: rudyPbui T df T on dainc com Property Owner Information Name SAM s SANnRA T.nPRR Phone: (407) 782-3595 Street: 215 WEST 18th STREET Resident of property? : YES City, State Zip: SANFORD- FL 32771 Contractor Information Name BUILD FLORIDA, INC. Phone: (352) 383-6339 Street: 32618 WEt(TVA PINES Ri.VA_ Fax: (352) 383-6339 City, State Zip: SORRENTO, FL 32776 State License No.: CGC 007674 Architect/Engineer Information Name: R.H WILSON Phone: (407) 682-4052 Street: - 466 Wue Tur n—Ay=jE City, St, Zip: _ ALTAMONTE SPRINGS, FL 32714 Bonding Company: Address: Building Permit 13 Fax: (407) 682_3841 E-mail: Mortgage Lender: Address: PERMIT INFORMATION Square Footage: 1397 Construction Type: block No. of Stories: (1) No. of Dwelling Units: (1) Flood Zone: x Electrical ® Plumbing 12 New Service - No. of AMPS: New Construction - No. of Fixtures: (4) Mechanical 13 (Duct layout required for new systems) Fire Sprinkler/Alarm No. of heads: N/A 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. 3 2-D// a " Signature of Owner/Agent Date SAM LOPER, OWNER Pyin Owner/Agents ]=e s //3 Carol H. Avant Slate of Florida Notary Public Commission No. DD756908 My Commission Expires 2125/2012 Owner/Agent is ersonally Known to Me or Produced ID Type of ID APPROVALS: ZONING: ENGINEERING: COMMENTS: 4aZ,, -124 /A Signature of C tractor/Agent Date RUDOLPH RODE, PRFSTDEN'P Print Contractor/Agent's Name Q,, Sit 4//, Signature of Notary -State of Florida Date WV CO Contractor/Agent is bnally Produced ID Typo£ oP UTILITIES: WASTEr: FIRE: Or FL( 11 IlaBUILDINUu: MMyex ! ey Q•Nr ovT>O or Rev 11.08 City of Sanford Planning and Development Services Engineering — Floodplain Management Flood Zone Determination Request Form Name: Rudolph Rode Firm: Build Florida, Inc Address: 32618 Wekiva Pines Boulevard City: Sorrento State: FL Zip Code: 32776 Phone:353-383-6339 Fax:352-383-7405 Email: rudy(cD-buildfloridainc.com Property Address: 215 West 18th Street, Sanford FL 32771 Property Owner: Sandra & Sam Loper Parcel identification Number: 36-19-30-506-0000-0690 Phone Number: 407-782-3595 Email: The reason for the flood plain determination is: New structure Existing Structure (pre-2007 FIRM adoption) Expansion/Addition Existing Structure (post 2007 FIRM adoption) Pre 2007 FIRM adoption = finished floor elevation 12" above BFE Post 2007 FIRM adoption = finished floor elevation 24" above BFE (Ordinance 4076) OFFICIAL USE ONLY Flood Zone: Base Flood Elevation: Datum: FIRM Panel Number: Map Date: The referenced Flood Insurance Rate Map indicates the following: The parcel is in the: floodplain floodway A portion of the parcel is in the: floodplain floodway The parcel is not in the: floodplain floodway The structure is in the: floodplain floodway The structure is not in the: floodplain floodway If the subject property is determined to be flood zone 'A', the best available information used to determine the base flood elevation is: Reviewed by: Date: ZMAY CEIVED 2 911 CITY OF SANFORDD UILDING & FIRE PREVENTION PERMIT APPLICATION Application No: 5 Q Documented Construction Value: $ 70,000.00 Job Address: 215 WEST 18th STREET, SANFORD. FL 32771 Historic District: Yes No Q Parcel ID: 5. 6-19-30-506-0000-0690 Zoning: RESIDENTIAL Description of Work: ADDITION Plan Review Contact Person: RUDOLPH RODE, Title: PRESIDENT Phone: (352) 383-6339 Fax: (352) 383-7405 E-mail: rudV@bui T df1 oridainc com Property Owner Information Name sArn A smm T.nPF.R Phone: (407) 789-3595 Street: 215 WEST 18th STREET Resident of property? : YES City, State Zip: gArTunRnFi. 32771 Contractor Information Name BUILD FLORIDA, INC. Phone: (352) 383-6339 Street: 32618 WEKTVA PTNEs BLVD_ Fax: (357) 3R3-6339 City, State Zip: SORRENTO, FL 32776 State License No.: CGC 007674 Architect/ Engineer Information Name: R.H WILSON Phone: (407) 682-4052 Street: 466 Lure IRLD-AVENU Fax: (407) 682_3841 City, St, Zip: _ ALTAMONTE SPRINGS, FL 32714 E-mail: Bonding Company: N/A Mortgage Lender: Address: Address: PERMIT INFORMATION Building Permit 13 Square Footage: 1397 Construction Type: block No. of Stories: (1) No. of Dwelling Units: (1) Flood Zone: x Electrical III New Service - No. of AMPS: Plumbing Q New Construction - No. of Fixtures: (4) Mechanical 13 (Duct layout required for new systems) Fire Sprinkler/Alarm 0 No. of heads: N/A t 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. 7 ' 3 Lt'// Signature of Owner/Agent Date SAM LOPER, OWNER Pyint, Owner/Agent's Name Carol H, Avant State of Florida Notary Public Commission No. DD756908 My CoMmission Expires 2/2512012 Owner/ Agent is ersonally Known to Me or Produced ID Type of ID APPROVALS: ZONING: UTILITIES: ENGINEERING: FIRE: COMMENTS: Signature of C tractor/Agent Date RUDOLPH RODE, P R4 DENT Print Contractor/Agent's Name Q; Zz Signature of Notary -State of Florida Date Contractor/ Agent is Produced ID Ty WAS C Rev 11.08 i - vim. ._, i-._ e...wwe ., r.. _.. -., -_ ... _._, _ v. .... .. - .,_ _.. .. Sta lbrd Form of Avreement Between Owner and Contractor where the basis of Js 'e S' iPul ated 5t irn inA'zrrate[ia_v,;,7}_ai?nfh'and r ar)' " v7 f F "•". - and other information) and tune-' onrra—=' Et Yr33et th atior) nr.,a:.ti+c—:•tom—" z-- -_"_' _-..,-z ='=::.ca_:- .__-_. >..:_iG r_.. ._, Th:s,document -has important leea consequences.. Consultation _with- a ttor feTj .ebcouraaed r _ ,, s, .,_ _:::.•..F•_... > .-; ieiaiit rattan_ ; ., .... .,.. _ Generail.Coridriior.s of the - Cnriiraci orCoasttuction, Is _ adopted in this document by a at+tz _ressam _ er znjozm— : _ - _ reference. -Do not use with other general conditions iR erzBDiI:D FLOR A.3 T -V -- „ •' -= - — - -_ --- - - documen t,ls=modine WE3Z-V_A_3 T--- ti3wwoi ..7O.n.L141 Tay _., _.{ , 4 3',locazir4nr ai3O _rtd-z?ed descz•zptzon) Lis !s .-# - • _ .. -_ OP R"1tE'S996040V Rt$40DEL fEST`17$11i STREET E :''}jS©RD; z=FL 32771 me, legallegal status, address and other zniormation) F. = 'tiZ R. WILSON - e'' 6 WF.ATHERFIELD AVENUE ALTAMONTE,-SPRINGS, FL 327.-4'E The Ovmer and Contractor agree as follows AIA.Document Al01T"• - 2007. Copyright C 1915, 1918, 19H. 1937. 1951. 1955, 1981, 1963. 1967, 1971, 1977 196-, -19911 1997 ano 2007 oy Tne Init. American .instnute of Arcnitects Allmghts:reserved. WARNING: This AIA° Document,is'protected by U:S..Copyright Law and internationalTreaties ) Unautnortzed•reproduction or dlstriDution o1 this AIAsDocument or any portion of it ,•may•result in severe civi: and criminal penalties, and tail; be t prosecuted tt: the maximum extent pcssiole.under the iaA,. ?u c.asers are permitted to reproduce ten (10) copies -o this document when completed To reoo - ccodvngh, violations of AIA Cont-ac, Documents e-mail The American Institute of Architects' ieoa counse., 000yrioht@aa org 7-- zTHE WORK OF THIS CONTRACT ATE OF COMMENCEMENT AND SUBSTANTIAL COMPLETION A,' --.CONTRACT -SUM---- 4-; PAYMENTS DISRUITE RES01:0,T)ON TERMINATIOWOR-3 USPENS ION ENU IVIERAMDA'OF_-GGNTRAC TDOCUMENTS Nn -7 , tO -;j _11NISURA A Ak-h-CH-1, TH'E"CONTRACT.DOCUMENTS the: Contras ocuriients obnsi ndf this Agreement, Conditions of the Contract (General, Supplementary and S-p d prior—m-5xecurion ofthisAcgrreemeni_--other doc umems Lsi:.` :ri dd `P g - 9X_Dra),a gq ons. Addenda issue tIT reemeni ano 166difir ai i issued after execution 6'1fn;s Agreement. all of which form the -Contract an.,- zrt, a fully a-parLo-_F-&,_b-6nir-af-attached tofr6s Agreement Or repeated herein The Contract -represents -the entire anc mLcamed _aa_- r6emenz"erw56n the par -Lies herew and supersedes prior negotiations: representations -or agecm erlrs, ellr)2- wTit7 _;kal. An -enumeration m.eration-uf the Contract Documents. other than a 4odiilcarlon appears-&-m- _A:incle 9 veri eIARTICLE_2,- THE--WORKYOF1TH1IS CONTRACT The-C, on-Lraczor sh0"fdl3v_execut-_ the Work described in the Contrac-. Docurnea-s. except as specifically indicated in the Con 2 - - - 7actb_ 0c=e-,I S'Tobe e_reSDonsjbi1irv-,)fothtrs. ARTICLE 3 : DA-TE=GF--COMMENCEMENT AND SUBSTANTIAL COMPLETION P.i The -date of CC_)_jjj;ejjCeMe:jj oftheVAiorh shall be the date of this Agreement unless a different date is sated 'beiov- Dr_pro-,Vi sion t a , s-madtA^p-_, the date to be fixed irl a notice to proceed issued by the Owne-, Inserf the:daTe if it dW-ers from the daze of this Agreemew or, if a stare that tnc date will bz- f pplicable, i efed,in-a. norice 10-;Droc_eed.) WO LL RK.'Ml- - COMMENCE NOLATERTHAN 10 WORKING DAYS AFTER ISSUANCE OF SU=T-NG PERMIT. SUBSTANTIAL COMPLETION WILL BE 90 DAYS AFTER COMMENCEMENT OF WORK. If, prior to the commencement of the Mork, the 0,An--r rtquires time to file mortgages and other security interests. the wners time requirement shall be as follows N. A. 3.2 The Contract Time shall be measured from the date of"commencement. AiA Document AIDITI - 2007 Copyright 121E, 1918 192E, 1937 1951, 1958, 1961, 19e3 1967, 1974, 1977, 19802 1987,1991, 1997 and 2007 by TheInit. Americaninstitute of Arcniiects. All riahts - reserved, WARNIN. Th:s AeDocument, !s protected by US. Copvriant Law and international Treaties 2 r: Unauthozed reproduction D. distribution of -this AiAc Document, or any portion of it. may resultin severe' 'civil and criminal penalties, and .1; De prosecuted to the maximum extent possible under the law. Purchasers are permitted to reproduce ten (10) comes of tnis-document wnen completed To repo-, cooyngh: violations o-.'AIA Contras: Documents e-mail Tne Amencan Institute o-Architects legal counsel, coDvright@aia.org- w..1 - n Y,,,; f,; - - •, - - - _w,a.`: •"••'.-.-~#.r.wr—- 1`-i.: .^ .v "' •y ` _p-'l'I^)' ExM - + 4re bo: S' a teue7'u s astral' _rupr..nff tifFZ45 ..mi= zr.',..-.` :.'7- .aY_'_GL=^' .-a^- `.•.i.:+T, 7^:tT- +!UO`tdr'... •Y••";T.,t:.:'-t"—anT, .:-- y::TnL„. - T C iundearr istjI ridar'.Beds±Zir a%orziitiuerst,Yhemrlate _ corizme'rzsrri nt- jrzpproprzcrte;' nseixrerruzr;menu, recnfier5ubazantial•Com>7letzon.of.,uer run,p_0rtzonsOfJhe,f'ark.) '- fir-•'--:-: i-- - .. - -- - -- -- --- — — — — rtion- of the Work Substantial Completion Date --- z - - — -- - - u` biecttio"aatffientis'Contact. -Dime as,prosided:the..ogt cLDDcuments. 7_ t f; iourtiate t mr c relt re.u aim :.t.aciiie've, Substarr ai' a raph3fMr,',OA CIme 07_ for41 nrlusp. o, rz >ataor.aVg, pletion ofihe Mork.) - -- f E ' 4. 41.*. N ." A. w. .. ryJ' L-,T_ J .ran .` _, _. ~' .'x-t- _-.1 Ie ; NM::h T . L.If ;/L•.' "y ` I - V tractor the Contract -Sum in cent funds for the Gonaiar,6r'-s-pm- ormance.af the e SEVENTY THOUSiUM DOLLARS & 00 100s Subaect= tozadditl ass and:deducnons-as,pzoi,ided an-:thezCo=.act Documents. on - the altemates;-if-anv. which-_are.described in the Gontract'Documents ation © y accepted alternates. If.the bidding orproposal documents permit the su- bsequent-to the.eaecution ofthzsAgreement. .attach a_schedule-of such other each and the date when -that amount expires.) t price, state quantity lzmitaiions, zram, towhich :the unziprice will be applicable.) Units -and'L- iniitations Price-per:Unit, ($0.00) r', 4 ABovances-inraluded: inthe Contract.SuiA.-cf ahy - =7 Ident v allowance and state exc7usions,-if-anr, jram-the:allowance ptaae)rt+Zd-- AIA'Document A101" — 2007' Copyright C' 191'5 1913, 1.9H -1937, 1951 1956, 1961, 19c3 -1967, 1974, -19T77,1930, 1967,-19P-I, 1997 an 2007 Dy The Init. 'American Institute df, Architects. All Tights reserved WARNING: This:AIA°_Document is protected -by U.-S Copynaht Law and International Treaties. unauthorized reproduction.or distribution of.this A10 Document_ or any portion of it.'may result m severe civil and criminal penalties, and will be 3 prosecuted to the • maximum• extent possible under the 4aw. ;purchasers are oe; mitted to'reproduce ten (1D) copies of this document when completes To repot, cooynant violations of AIA Contras! Documents, e-mail The .American Institute of Architects' lecal counse! copvrnpht@aia'or5 y 4'EziJ 5P•;YMENTS - -_" _.. -- = r= __ - =-- E:'1=-z.3 pon=:•ppli atii oi-•"ni#stL ii,i'tEe""t:cliit;=k te-eta--a'•b-tt s s•_c'si'.l t rtt-_•::----_ issaed b} the A chitect, the'Oamer shall make proIIresspayments can account of the Oof_itf_act 5;tim"to#he=Contractor as pro,aded -below and elsewhere -in the -Contract Documents. SEE EXHIBIT "A" 5 L-2-T) e period covered by each Application for Payment shall be one calendar month -ending=or, the last day of the mon = ofas foila s: 5.1.3 Provid d that ar_A uphcation for Pa mnent is received by the Architect -not later than the c ay.of a mogtk -the Owne; shall make paj rrient of-the;ct:i tified amount to the. Cori adtor..not later than Elie dad tj1~tlte=month'Ii_a`ti i.i plication for Payment isTeceived by tide A chid after the application dait.;fi ed above; pa«rnem shall be made`b,__ the Owne- riot later than ( ) dots after tnehitect:>ives the Apphcation for Payment. 5 AtEach,1ppl3ra6zq •foi'Pas rnent.shallbe based bn_themost-recant schedule cif values;submitted-by the:Conn-actor in:aneardanae vr'3iiia}ie Cta`nteaYt.Documents. The schedule of -values shall-allocate:the'entere Contract Sum.amone he A- rium PC!M0t13!ris e Wig uahe sohedtZle •of vahies'snal] be prepared in, such form and -supported by such ctara.to subataniiaip irs:arry i:a , s 4Tc'mtect may require. this schedule, less oojected to bz the :architect shallbn used as--abasis fo. zeFiewingt: infactor•s Applications for Paym_e-nt-. atious-t : awi s all -shoo- the=perceriiaIIe of mpletion'c: eacr portion of -the Work sof the -end -of the period ivered bytheppijcation for -Payment. r- 4 - JZ' . 1_6 =Slinject to other-Rio;dsions of the-Contraci Documents; the amount of each pro-Oress payment -.shall be computed as follows: - I`-- Take_tlia on laa, f the Contract Sum properh allocable to completed Vdor%as determined by molt plf rig-*liF perceatage-completion of each portion of the VVork by the share: of tha Contract Sum allocated: to rliat portion of the 'Work in the schedule of values, less retainage of percent ( %) Pending final determination of cost fo-the Owner of chances in the 'Work. mountsaat,. in.dispute shall be included as provided in Section 7.3.9 of AIA Document A201TM-2007, Gdneral Conditions ofthe Contract for Consmicnon: 2 . Add-&t portion of the Contract Sum properly allocable to materials and equipment delivered and suitab, tt-stored at the site for subsequent incorporation in the completed construction (or; if approved in advance tip t6 Owner, suirably stored off the site at a location agreed upon in writing), less rerainage of percent 3-••.. Subtract the aggregate of previous payments made by the Owner; and 4 S•tibrract,amounts, if any, for which the Architect has withheld or nullified a Certificate for Payment as provided in'Section 9.5 of _ALA Document _ 201 :2007 5. 1.7 The progress payment amount determined in accordance with Section 5.1 6 shall be further modified under the following circumstances 1 Add. upon Substantial Completion of the Rork, a sum sufficient to increase the total payments to the full amount of the Contract Sum; less such amounts as the .Architect shall determine for incomplete Work retainage applicable to such work and unsettled clauns; and - Section 9.8.5 off Documenf.420)-2007 requires release of a>?Dlicable retainage uporT Sub taruial Completion of T ork with consent of suren-, if anp.) _ fie, f roneticine-lei-1: is -thee eaHehe additional_ amounts payable in accordance with Section 9. ] 0.3 of _ALA -Document _A201-2007. SEE OBIT " A" AIA Document A101 TM - 2007 copyright O 1915, 1918, 1925. 1937 1951, 1958, 1901 1963 1967, 1974 1977 1980 1987. 1991. 1997 and 2007 ny Tne Init. AmericanInstitureofA,chitects. All rights reserved. WARNIN`: This Ale Document is protected by'U.S. Copyright Law and -International Treaties. Unaurhor;zed rep, oguction o. d;strinution of this .AIAe Document, o- any Portion of it may result in severe civil and crimrn iai Pealties, ancwillbe 4 p. osecured to the maximum extent, possible under the law. Purcrtasers are permitted to reproduce ten (10) copies of.th:s-document when completed To repori cooyngn: vio; anons of AIA Contract Documerr._, e-mail The American institute of Arcnrects'-lega1 counsel, copynght@aia orc ti- .._. i• - ; j .-_..—.— — _ - — ., tea+..., _.,...._ .._.}'+ .. .. ......,......,._ • .-- ,... r,....+._.. .-----' c: a....s.T..r.,: ' '•_._'-su'7W'_ - i,: _'- - — - _ _...:atT.r."' in' iC'u` _x- T =., t' _ _ - _ _ r - - 1.:;,:,nn:,lz",start>o:3e'-.-3.stt_1 s4• _-'"--- y •« •,,. .._ , - - _ _. _ •. x ;r7"fir'-r_—,,..:.,.• -,,, t s .} , d ' - _, i1 3t;';;:lrxit;,- - .,- riar Ci _ _ a 2•D .:-.'._ _ r-pa aYzrberr'ediz7iii *'-b3at353?iarant zira,i o in t?h re andriccaf ::, . z_._.n._. Documents. -insert neYe rovzsaonc', or:sunh re tuctt©n_: .:Itmrtat on: ,- -: nt ni4 'tit -tiles`. • - -_ ___ - _ .. ._ - .__--_ Ll i -:.T---*._ _ =`- ---_ ^=-, ac__'s ---:—_-_- -:....._ •erg'- .. .._.,. ..: _..rw:`;... ::'__ '_x- -• . a''9_Except ith=the Ownnr-sp atirapproval_'the Contractor .shall-no•malFe.ad" paymenis Zosugpliers"far.mate ma -IscLyam` G. --- - - --- ---• ,s'4'''.- -- - --- - y au uipmench hie not been:deiivered and stored at xhe-site i LL :4512-FINAL RAYWIENT.- - - _ F : - - `ram•._ ..: , _. _ ._ _ ._ _. 1 Einal-•a7c *nent'nstttutine the mentireunpaidbalancea. the Contract'Su, shall be made by the Owner to the - d alar " .ra • - ..... ceptonaesriLiz3 xoxo ecz., wy :li?3Y c °s "'tIhz Wox4_:aiztaro)iiiea in Section 12:2 2 of A?A Document ?D1 `2007, ane to sa#is° otlierrequu8men.Tif ., " -- n'= a e i,e fiit evondfnalpaxment;.=-d _ tjrr_Payment as been issued b T.ihe rc)iitect _ r ..yet. f'-i+•u.:' l . Yi^: _ F .L ,6•w - __' •^.,_ •' '. :^.. ,._.;'=T ..«..:_:"__ ^+ mow ._.:.' ..• _'. :,• •_ _ •:,' _•- _• - a ...- -.. _ On s_ s nsnt to the Contractor shall be made no=larter han 0'aa3rs e die 3ssuance:af •the 3te rsina7rLfez P.aament; o as follows: - _- - - _ _- - --- -- T"_ ;? t4" A-1 7 ns.ARTdCLE b_1SP l7T;E ESOL•1 dD:N __— _--- .. - - ,,- ' r.'1 n66AIN AL'DECt'SiDN MAKE f et eci u>>11.se a - Decision Maher pursuant to Section 15.2 of ALA_Documant A201-2007; unless the 2artes pac int'bral.;r ALi" individual, -not a partto this -Agreement. to -serve as -Initial :Decision Maker. nezz es mutziall agree, jnsert the name. address and other contact information othe lnitiaZDeczsion Maker, if 4 ' V. t2f$ JNNNGZISPUTEE- RESOLUTION r •ter i;4ec.*:to_ but not resolved fir avr "b, mediation pursuant to Section 1-.3 of ALA Document A201-2007, the t:;taod of lnzlina it dispute resolution shall be -as follows: 1 Y --. ec)c he ap•,p-opriate-box. if the Owner and Contractor do not select..a method of binding dispute resolution belolA. or ao-not subseg z?nt13- agree to writing to o binding dispute resolution method other than, litigation, Claims will be k' reOved by litigation in a court of comPetentgurisdictzon) Arbitration pursuant to Section 1 -4 of AL -Document A201-200 r 4 7 F 3II Litigation in a court of ampetent junsdlcti>Jn er (Specify) Ii tit, L AIA= Document A101—-'2007. Copynght'@ 1915, 121£, 1925, 1937, 1951, 1958, 1961, 1963, 1967, 197/, 1977, 1980, -1987 1091, 1997 a n c 2007 ov The Init. Amencar Institute of•Arcnitects. All rights reserved. WARNING a his AlA0Document is protected ny U.S. Copyri in'.:._aw and inter-nationai Treaties ZZ Unauthorized reproduction• or distrioution•of this •AIA"Document or any portion of it. may result in severe civil and criminal penalties_. and wilt be prosecuted 'to due mazimurr•ertent possible under the law. Purchasers are permitted Yo reproeuce ter. (10)•copies of tnis document when completed Tc report coovrioht violations of-AIA Contraci!Doouments,--e-mail Tne.American lnstiiuteo` n.Tchitects' leca! counse' cmyrignt@aia ore 3,1Cl:E:7^TLC'RNEIffs T1 3,N R'SI SP.E IS11+?I:-" - - - - - =--= • - =ter- _ _ _ - - -= 7.: =Tlie oiit acr iiia tit'=r rcrrinat . 8=,wner.vr, e ontractm as --or- m651d 7.2 The. 'Work may be suspended by the Owner as provided in Article 14 of ALA Document A201-2007 ARTiCLE -8 .MISCELLANEOUS -PROVISIONS 1 8.1 ieie:reierence-is made in this A eemetr to -apro-vision. of _4LA Docum--tit _A?01 ?DOi-nr=anath rCorit3act r- ucT] n—, t e reference refers to tuat_provisior as arRnaea orsup femenf3`i5ti' other provisuns of'tnA ontri-,` - - L. -- - - ._ --- - - - ---, ----'- _ _. - ' .. mot. _ _ _ .::...- ' __ - - - 8.2 Payments due and`a-inpaid under the Contract shall bear interest ro a date payment is.due at -the rate stated below, or in theabseno Kyfnereof, at the legal rate prevailing from tiiiie to -time at theplace where the Project is located. k =- " _ insert rate of`nierest .ugr eed upon, i;`zmv. j - r r The^OVJnei •SJJr. g-.• rirdLi.C: _. u LI)>'2P,,,QdLIY&SS •Qi.7.tD1i'2PY.t3Ctati022) _ - - -' • - - - - ,. ..-_ "•-- - - . - 2 5,AESF':4T t-h STREET s SAKE,D. 0 :FL 32 T71 r _ The aet FIZ v es_ nlative Name, a3ciress Qn oiher i' or narion) _ - ' RUDOLPH MODE 32618,WKIVA`RTI.AIES BLVD. SORRENTQ,' _91,, 32776 -=- - 8:5 Neit}ier. Ehe awns aOT.the Contractors representative shall be changed -without ten days wnnen notice to the other- pam . 8. 6 Other provisions.-= ' ARTICLE 9- °ENUMER TTION OF CONTRACT DOCUMENTS 9: 1-The Contract Documents; except for Modifications issued after execution. of this Agreement. are enumerated in the sections below:• 9: 1.1 The Agreement is this executed AIA Document .A-101-200 7, Standard Form of Agreement Between Owner and Contractor - - 9-. 1.2 The General Conditions are ALA Document A201-200 7. General Conditions -of the Contract-for=ConstiuMon 9 4.3 Document Title Date - Pages N A- AIA Document A101 T" -2007 Copyright @ 1915, 191E, 1925, 1937, 1951, 1958, 1961, 1963, 1967, 1971 1977, 1930 '1987, 1991, 1997 and 200; Dy The init. Amencan Institute of Architects All rights reserved. WARNING• This Ale Document is -protected by U.S Copyright Law and"International Treaties Unautrionzed reproduction or distribution of this AIAt'Document or anv portion of it. may result in severe civil and criminal penalties. and will oe 6 prosecutes to trie maximum extent possible unoer the law. Puronasers are Dermrted to reproduce ten (10) copies of this•oocumem v;hen completed To irepot copvriaht vioiatiors of Ala. Contract Documents, e-mail i n= Amencan institute of Arenirects iecal counsel, coovrioht@aia orc t' •''v-''=-'"{, Y - - I '.I ..,'yar A•. _ - - y... J"• r++4J..._ __ • r ?r _ t_. , lh ti'-Yy. T,•r=<xi -yF- y,, .l. „ a" .- '• ' - '_ r f l%..i'1' .= ' .. - ' _ J 1 - _ - zr=a.r R• 'T`-'a,Sli'rt •'_ --^wrruu4w.._.-y--_.... c._.-__ —_.. SA___'ti —_ .` -_ _ - .- .-... _- ., _._., - .. ,_ arZis7YTieri'ri inhet,e.:a':r>ti`fe'r an'.t cura to'fhis d ee{1_'__.. _ - - - -- - • _ - Title - - Date fJumtxerA - EI.: EM- IONSIDETAIL.S_ _-04120 66 , • STRUCTU AL/PE-TAII:S - :0%+/20J 11 its• 4=•r.r.-.........:...-• ._le:_.. CAZ.,,.. ., ;. Q4.51•—.^^--.. —. y _. AY -` `.sue ;-' lr :rr .. ,. _..ROOF,'31ETAZIS .. k+04120 f ,1,:, a ..- 3-,'.,a;rs..- ? -. .:.n, ., u-4._•.:.'.:r: .. .,.. ., ._.. __ u'_ _-rw —vh-•.:: `.....,r ., .. -_ ...:.-'t.: a .. .• n ;'c._ - . fir` ----' - oo ddin:. art notP 2 quire s.are f Elie Gbnrtracr documents unless the -bidding 1- gtitrsernents aye aLnumerated in this Axfide 9. 9" I^j moaf6 s" n —,miniz part of the Contact Documents: A - Affc- &>x f 201T"-20D7; Digital Data Protocol Exhibrt, if compljnLed.bytheparuies, o; the followin': 2 0 wr fforu+>nents; if any, listed below-: d6 herg. an)'adc rz zz4n documents That are intended to fore part of the Contract Documents. iLA Document t1301- idl1 pzga7id s;raitddtng requrements such as advertisement or invitation to bid, Instructions to Bidders, sample 4 n tom; • nt ns;. anz l y3»i vt' s$id are no part of the Contract Documents unless enumerated in this Agreement. ?"ne)- x be liste7 iea",e-4'aiih, y"intended 'to be part of the Contract Documents.) y:-•`-'tom a- ; i ARtTi1C-,LE 10 NSURANCE AND BONDS t,t_ "7 "`-- he ontractdi shall purchase and maintain msurance and provide bonds as set forth in Article 11 of .4IA Document t,a ' t, j `f 1 to bondingrequirements, j-2007) am , and lzmits' of laabilin for insurancerequired in Article I1 of AZA Document r - inncenRnnd f Liblt or Bond Amount 0.00 Init. American institute of•Archiiecis. Ah,rights=reserved. WARNING: This.AlA'-Document is protected=by U.5 't.:opyngnt yaw ang mcerna,—, Unauthorized=reproduction ordistributionofthisAIA'Document, or any portion of.Pt,=may-result'in-severe civil and criminal penalties, and will be prosecuted to -themaximumextentpossibleundertheJaw. Purchasers are -permitted to reoroduce ten•(10) copies of tnis document when compleiec To report copyright violationsofAtA-Contract Documents e-mail The Amencan institute o- Arcnitects legal counse! copyrioht@ail orp ovum tifl-Yzgnatuke) l MY I rvi\. iVry(Jco i[ucui c/ 4.1 itA-FCTPF==—--------_--- D .n rm'e rnd.titl _ _ — --••-iP_riwed name and 1—die)- - ---- - - J^^ ' Yaxf?)13h; You shouid•s;ign art -origins; _AtA._Cantra t Do-ume. t, on•wfiiEh "its-tee-apaears.in t .: Ati n6gina; assures ihaf- z;.anaes will no be obscured. t= AIA Document A101 TM - 2007. Copyrignt D 1915, 1918 1925, 1937, 1951, 1956. 1951. 1963, 1967, 1971, 197.7, 1980, 1987 1991, 1997 and'2007 by Tne Init. American Institute of Architects All rights reserved -I'VARNING: -his AIG," Doaument Is protected by-U.S. Cooyr iaht Law and international Treaties. s Uhauthonzad reproductior.-or distribution of this AIA"Document, or any portion•, of it, may result in severe civil and criminal penalties, and will oe o•osecuted to the maximum extent pessiole under the law purchasers are Dermltted to reproduce ten (10) copies-of1his aocumeW, when completed 'To reDon copvncnt violations of AIA Contract Documents e-mail Tne American Institute of Architects' lecal counsel, copynghiCaia-org 1.. _ , .—. __ _ . era >n .. -•rTa. rra ui" rraaa.r'orxr ar, • _ - _ -._ ._ _ _ - SA- RA-LOP-Eg ...... ,.._,_. — _.... PROPERTY 215 VEST 18th STREET TM _ CONTRAC-T: 470, 000. 00 ) r- L'O'AZIO : 'SAKMED, _-FL 32771. y .._...__ I} rPOSII: V^'.+C.T<9T'.,- ''OT .. `_+`L.sT 7R +=r"'."-ti T^'r.Yt4'S_ WYG 1,'.Y."`.. .Y'.= ' :_ u„_.rta.J Y` - _ — 11+.aIM1G+YL •..W.._—'[. .___-.z- _ _ '3 S'E:_'.7D,OD_0_:40 - - - DR:A'VF' ,kA : w_.. _....-,.' i D=•i l;0-.;500 00-5 a rai J=•:learir3;•c n:ourida n; avr q stTsternTot ah ...-... _ _._-. _.,.. •- - 2) 15% 1-0;500.:00-Dr3in..:Shell-of•house-complete with sheathing and felt on roof.-- 2 5% - 17.50D.00 \'indows & exterior doors in .place; fireplace &chimney; _ roof finished, heating & 2 C duct; plumbing s_fw'k, _-_Adring roughed in. 4) 15% 10,500..00 Exterior siding completed; exterior primed and caulked, walls insulated, sheetrock finished and textured. 5) 15% 10,500.00 Cabinets installed, interior doors & trim, interior paint; exterior paint; plumbing fixtures installed, electric trim and fixtures. 6) 15% lo, 500 _ oo Appliances, garage doors; insulation in.ceiling, walks c drives landscaping, heating & air complete; flooring covering, septic, house 100% complete according to plans/specs; read-,, for Certificate of Occupancy. C. O. AND T-WO (2) FINAL SURVEYS ARE TO BE PRESENTED TO OWNERS AT CLOSING. POOL DISBURSEMENT: Funds allocated for Pool Contribution area funds and disbursed as follows: N. A. These will be deducted from total 1) 33% Excavation & Gunite Shell 2)eck Complete 3) °T - --100"7oConriple e. Holdback - Rea -,;on; 1 1,--/ 5 -70PermitNo... Tax Folio No.36 ,- tj -.30 ,3L—nyp,, NOTICE OF COMMENCEMENT State of Florida County of Seminole The undersigned hereby gives notice that improvement will be trade to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 2. 3. b. C. 1 NMI 101M 1 -1 1 101M1-- NARYANNE NASE CLERK W CIRCUIT MIRT SOUNDLE COUNTY 1K 07567 Pp 0381 11P1) CLERK' S 1I 2011047795 RECORDED 05/06/2011 11111156 AN RECORDING FEES 10.00 RECORDED 1Y T Smith yy c A of property: (legal description of the property, a-W street address if available) F% a / S l PS 1 / ( ST General description of improvement: A D D J77o N Owner information: Name: LA A40 SAt4DAA Address: Et S W, I JC 7# 5T Interest in property: m hlWEIe— Name and address of fee simple titleholder (if other than Owner) Address: 4. Contractor Name: c. Address: 164 5. Surety Name_ Address: Name: Pho a number: F u. 3.;?- b. Amount of bond: $ Y 6. Lender: Name:pR Address: WNt URA CIRCUIT c0 Wit- f1,OR1011 b. Lender's phone number: 7.a. Persons within the State of Florida designated by Owner upon whom notices or other docutnents provided by Section 713.13(1)(a)7., Florida Statutes: Name: I201 Address: 8.a. In addition to himself or herself, Owner designates • •-tif to receive aT opy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. b. Phone number of person or entity designated by owner: 9. Expiration date of notice of commencement (the expiration date is 1 year from the date of recording unless a different date is specified) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART 1, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN AT ?P44EYEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. << Signature of Owner or Owner's Authorized fficer/Director/Partner/Manager Signatory's Title/Office The foregoing instrument was acknowledged before me this IAI1 day of (kr) , by (na Co' f pegon) as (type of authority, ... e.g. officer, trustee, -attorney in fact) for (name of party on beha f of whom instrument was executed) . 00131NNE CUJU MY C"a:1MlU*N t DOwl'1l (SEAL) * .110IRES: July g Notary .-- --- G _--.--- - - - --- S1 nature of Nota Public 'EaR &a*lTt1u8v4gNx,ry1.,.,- Personally Known - 9 OR Produced Identification Type of Identification Produced Verification pursuant to Section 92.525, Florida Statutes: Under penalties of perjury, I declare that I have read the foregoing and that the f is stated in it are true to thpest of y knowledge and belief. HIS--_ i ,xlt r t rztc-//rJ, er: Signature of Natural Peron Signing AUove IIAM `/yD Ptf I,& Rev. date 3/2008 ADA0 ky l 'A ,ya' r3 z776 CITY OF SANF-ORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: Documented Construction Value: $; 4'6. vy Job Address: I J $S m Historic District: Yes No Bartel ID: 3 0' q - 30' fs fib' 0000 - Q{oQ Q Zoning - Description of Work: Plan Review Contact Person: Title: Phone Fax: E-mail: Property Owner Information Name Ln DPO Street: _ a I 0. 1 F - ' City, State Zip: 50aA— Phone: Resident of property? : y-G6 Contractor Information Name r— - Phone: AIR CONDITIONING Fax: Street: 915 W 2ND ST SANEFL 32711 City, State Zip: A011l23.3517 a fAX (401) 321-M State License No_: l Name: Street: City, St, Zip: Bonding Company: — Address: Building Permit Square Footage: No_ of Dwelling Units: Electrical New Service — No. of AMPS: Architect/Engineer Information Phone: Fax: E- mail: Mortgage Lender: Address: PERMIT INFORMATION Construction Type: Flood Zone: Mechanical (Duct layout required for new systems) ICY No. of Stories: Plumbing New Construction - No. of Fixtures: Fire Sprinkler/ Alarm No. of heads: Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit roust 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. 1he City of Sanford requires payment of a plan review fee_ A copy of thedexecutedtcyntract is required in order to calculate a plan review charge. If the executed contract is not submittej :we`cesef-ke the right to calculate the plan review fee based on past permit activity levels. Should calculjk Ta.aC; ?saexceed the documented construction value when the executed contract is submitted, credit t; Z11k1 Iappl3edWE}151i irmit fees when the permit is released. 4 ek, k S)/.3/// Signature of Owner/Agent Date Signature of Contractor//AAgent' l Date Print Owner/Agent's Name Print Contractor/Agent's Name Signature of Notary -State of Florida Date Owner/Agent is Personally Known to Me or Produced ID Type of ID APPROVALS: ZONING: ENGINEERING: COMMENTS: Signature of Notary -State of Florida Date Contractor/Agent is Personally Known to Me or Produced ID Type of ID UTILITIES: WASTE WATER: FIRE: BUILDING: Rev 11.08 BARNES HEATING & AIR CONDITIONING, INC. 915 WEST 2nd STREET SANFORD, FLORIDA 32771 407) 323 - 3517 • FAX (407) 321- 5579 to r t vk STA'E Zi. r-fA r 4E FEaPECT!:ULLY susairi Tmi Fibb l- 1;-70 F :QO a WA POPOSA. At- l JOB Nuunn6EF OP, NAME JOS OC/1 w Q. s: r AIN CONTACT JOE P"ONc , j .Z arc.-c _ I WE OFFER TO FURNISH MATERIAL AND LABOR AND COMPLETE TTHE ABOVE N ACCORDANCE WITH ABOVE SPECIFICATIONS FOR THE I S U 1V OF. DOLLARS IS ?i j i ENT TO BE MADE AS FOLLOWS: ipQ4 C i 3 r =,4na• ,s guwanteed tc be as speafied All wc-k to be completed ina I L4a annar acco-ding to standard oract•ces Arty alteraLon or dev-r I ahc-3 sp-cr`cations irrvoMng extra cos roil be executed only upon orders and r^tl become an extra rl'arye Dyer and abc+re the esimate. AUT`iOR D SIGniATIiRE • i a -e 9 ;;s con:ingant upon s:nkes. accidence or deWys beyond our car* 36 l^ ('cr:v Oro, lomiadc and other ns sarymst,-+ance. OI:: wcrrk3OFi=ER MAY BE iA/l?!-iDRA cc,e- T`j y Y orkmen s Compensation Insurance- IF iVQT ACCEPTED NlITYI•h GAY; . a V ' e ones. 5 2C:11Ca:io 5 a zC c rdiaons are satisfacto y a = 2 t e eby acce ed. `•rou a e authon<ed to do the wo: < as sp ;ham. Pa_•, intent wi; t e rade a, eu mq<44 z z I i 1 AUTNORRFD SIGNATURE DAit OF ACCEPTANCE AUTHORIZED SIGNATURE i i PPO3 Seminole County Property Appraiser Get Information by Parcel Number Page I of I C r`A, ASA 44-7e PROPERTY APPRAISER 77 _77-1 -1 F_ r SEMINOLE COUNTY FL. i 101 F_ FIRST s- FORD FL 32771 1 -G 407 665-7506 T-7—F-7 VALUE SUMMARY VALUES 2011 Workina 2010 Certified GENERAL Value Method Cost/Market Cost/Market Parcel Id: 36-19-30-506-0000-0690 Number of Buildings 1 1 Owner: LOPER SAM C & SANDRA K Depreciated Bldg Value 36.954 46,489 Mailing Address: PO BOX 938 City,State,ZipCode: SANFORD FL 32747 Property Address: 215 18TH ST W SANFORD 32771 Subdivision Name: SANFORD HEIGHTS Depreciated EXIFT Value 0 0 Land Value (Market) 15,510 16,074' Land Value Ag o 0 Just;,"qlarket Value 52,464 62,563 Tax District: SI-SANFORD Portablity Adj 0 0Exemptions: Save Our Homes Adj 0 0Dor: 01 -SINGLE FAMILY Amendment 1 Adj ol o Assessed Value (SOH) 1 $52,4641 62,563 Tax Estimator 2011 TAXABLE VALUE WORKING ESTIMATE Taxing Authority Assessment Value Exempt Values Taxable Value County General Fund 52,464 0 52.464 Amendment 1 adjustment is not applicable to school assessment) Schools 52,464 0 52,464 City Sanford 52,464 0 52.464 SJWM(Saint Johns Water Management) 52,464 so 52.464 County Bonds 52,4641 0! 52,464 The taxable values and taxes are calculated using the current years working values and the prior years approved millage rates. SALES Deed Date Book Page Amount Vac/Imp Qualified QUITCLAIM DEED 03/2011 07559 1689 $30,000 Improved No 2010 VALUE SUMMARY QUITCLAIM DEED 08/2008 07056 1016 $37.000 Improved No 2010 Tax Bill Amount:. 1,257 PROBATE RECORDS 04/2006 06212 1244 $100 Improved No 2010 Certified Taxable Value and Taxes DOES NOT INCLUDE NON -AD VALOREM ASSESSMENTSWARRANTYDEED10/1999 03747 0964 $56,300 Improved Yes QUIT CLAIM DEED 09/1999 03729 0047 $100 Improved No Saie, LAND LEGAL DESCRIPTION Land Assess Method Frontage Depth Land Units Unit Price Land Value PLATS Pick FRONT FOOT & DEPTH 60 127 .000 275.00 $15,510 LEG LOT 69 SANFORD HEIGHTS PB 2 PG 63 BUILDING INFORMATION Bid Num Bid Type Year Bit Fixtures Base SF Gross SF Living SF Ext Wall Bid Value Est. Cost New 1 SINGLE FAMILY 1952 3 725 1.079 833 CONC BLOCK $36,954 $46777 Appendage I Scift OPEN PORCH FINISHED/ 18 Appendage l Scift BASE / 108 Appendage I Scift CARPORT FINISHED / 228 NOTE: Appendage Codes included in Living Area: Base. Upper Story Base, Upper Story Finished, Apartment, Enclosed Porch Finished, Base Semi Finshed Permits NOTE: Assessed values shown are NOT certified values and therefore are subject to change before being finalized for ad valorem tax purposes. Ifyou recently purchased a homesteaded property your next year's property tax will be based on JusVMarket value. littp:// www.scpatl.org/web/re—web.seminole_county_title?parcel='1619-')0506000O0690&cp... 8/31/2011 Certificate of Product Ratings AHRI Certified Reference Number: 3653572 Date: 8/3/2011 Product: Split System: Heat Pump with Remote Outdoor Unit -Air -Source Outdoor Unit Model Number: PH15NB030****A Indoor Unit Model Number: FFlENP031 Manufacturer: PAYNE HEATING AND COOLING Trade/Brand name: PAYNE PH15 Manufacturer responsible for the rating of this system combination is PAYNE HEATING AND COOLING Rated as follows in accordance with AHRI Standard 210/240-2008 for Unitary Air -Conditioning and Air -Source Heat Pump Equipment and subject to verification of rating accuracy by AHRI-sponsored, independent, third party testing: Cooling Capacity (Btuh): 28200 EER Rating (Cooling): 12.00 SEER Rating (Cooling): 14.50 Heating Capacity(Btuh) @ 47 F: 28600 Region IV HSPF Rating (Heating): 8.20 Heating Capacity(Btuh) @ 17 F: 17100 Ratings followed by an asterisk (') indicate a voluntary rerate of previously published data unless accompanied with a WAS, which indicates an involuntary rerate DISCLAIMER AHRI does not endorse the product(s) listed on this Certficate and makes no representations, warranties or guarantees as to, and assumes no responsibility for, the product(s) listed on this Certificate. AHRI expressly disclaims all liability for damages of any kind arising out of the use or performance of the product(s), or the unauthorized alteration of data listed on this Certificate. Certified ratings are valid only for models and configurations listed in the directory at www.ahridirectory.org. TERMS AND CONDITIONS This Certificate and its contents are proprietary products of AHRI. This Certificate shall only be used for individual, personal and confidential reference purposes. The contents of this Certificate may not, in whole or in part, be reproduced; copied; disseminated; entered into a computer database; or otherwise utilized, in any form or manner or by any means, except for the user's individual, personal and confidential reference. CERTIFICATE VERIFICATION ' The information for the model cited on this certificate can be verified at www.ahridirectory.org, Air -Conditioning, Heating, click on "Verify Certificate" link and enter the AHRI Certified Reference Number and the date on A. ,' and Refrigeration Institutewhichthecertificatewasissued, which is listed above, and the Certificate No., which is listed below. 2011 Air -Conditioning, Heating, and Refrigeration Institute CERTIFICATE NO.: 129568570797695976 kA Ate, - 15 L.J. / y Lp-' S-K l Main floor 3flRMP CZ-v,. S -.._ :l.'1^..f+MvVM:`llv.^^.^=Y:YM'Y'..v.Cr J.rf,n v,.vy v..y-ra''i- ,r.r ,r a /. Job #: LOPER RENOVATION Performed by TRICIA HIGGINS for. SAM & SANDRA LOPER 215 W. 18TH STREET SANFORD, FL 32771 SPEEDY CALC'S 2805 STATEN DRIVE DELTONA, FL 32738-9156 Phone: (407) 314-8495 Fax: (407) 322-5788 THIGGI NS15@CFL, RR,COM Scale: 1 : 73 Page 1 Right -Suite@ Universal 8.0.07 RSU08373 2011-May-2012:49 24 s\Wriahtsoft HVAC\LOPER c, a. 0 o r REVISION AUG 9 201, PERMIT # ( - S r% Ci DATE PROJECT ADDRESS CONTRACTOR PHONE # _ — -_I - c- - J FAX # CONTACT PERSON DESCRIPTION OF REVISION S c (- UTILITY DEPT FIRE PREVENTION PLANNING BUILDING t. Wilson 466 Weathersfield Avenue Altamonte Springs, Florida 32714 n 01 August 2011 City of Sanford Building Department. RE: Permit No. 11-1570 Parcel ID No. 36-19-30-506-0000-0690 SU: Certification OFFICE The following items have been revised over the approved construction plans. 1. The window in the proposed Laundry Room, has been eliminated and closed with 8x 16 concrete block and mortar meeting all code requirements. 2. The '/z" Ply. For the roof decking and other construction was replaced with 7/16" OSB and nailed as required per the plans. 3 USE O'F SA4)0LE FDR REAM. L-US Z9 tri . 4 YAP coNS 3 1I%." X zol Certified by; PERMIT # Ronald H. aWiiP.E. Lisc. No. 9710 E mail - r h w e n g r O centurylink.net phone 407-682-4052 fx. 407-682-3841 V°Qj: G i SUN 0 2101 i By PERMIT # ^' DATE PROJECT ADDRESS (mot/ id CONTRACTOR a - PHONE # 3_S, . a t 42 . FAX # CONTACT PERSON UTILITY DEPT FIRE PREVENTION PLANNING - U • , l 6 / (a • 1 c BUILDING