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Home My WebLink About518 Mellonville Ave 12-1510; NEW SFHApplication No: )_ A r 10 y CITY OF SANFORD BUILDING & FIRE PREVENTION PP RMIT APPLICATION Documented Construction Value:': Job Address: 1/b" '± 4" d /"/ Historic District: Yes El No 0- Parcel ID: Zoning: Description of Work: 4LIt",41' Plan Review Contact Person: i t r Title: z!"wjj— Phone: J—- 52` Fax: E-mail: Property Owner Information Name 222j-dL!jL r- Phone: Street: 41( 4 7 1_1 114 be!__L 46 4- (u Resident of property? NO City, State Zip: 'YZLZ Contractor Information Name &_ 4- Phone: Street: Fax: City, State Zip: State License No.: Architect/ Engineer Information Name: Street: ! ZLJ' "s- City, St, Zip: 14 L, Bonding Company: Address: - i, 4,' !Lz 2 Building P mit" Square FolC"' 640 Phone: L'LbFax: E- mail: Mortgage Lender: ZAZ i La Address: INFORMATION i Type: No. of Dwelling Units: - , / Flood Zone: Electrical CY New Service - No. of AMPS: ;L Mechanical ET(Duct layout required for new systems) Plumbing 0" New Construction - No. of Fixtures: Fire Sprinkler/Alarm 0 No. of heads: Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, welts, 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 PAVING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee. A copy of the executed contract is required in order to calculate a plan review charge. If the executed contract is not submitted, we reserve the right to calculate the plan review fee based on past permit activity levels. Should calculated charges exceed the documented construction value when the executed contract is submitted, credit will be applied to your permit fees when the Print Owryr/Agetit's Name M State Date GAYLE L. FLEMING Notary Public - State of Florida My Comm. Expires Nov 26, 2015 Commission # EE 118217 Produced ID Type of ID APPROVALS: ZONING: ENGINEERING: COMMENTS: Me or UTILITIES:. FIRE: Signature ofCon itact0"AgenVI' l liate Print Agent's Name 12 Notary -State of GAYLE L. FLEMING Notary Public - State of Florida My Comm. Expires Nov 26, 2015 Commission # EE 118217 Produced ID Type of ID WASTE WATER: BUILDING: -j$' o-// vi Me or Rev 11.08 67-+rc P E R MI FORM 405-10 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: MonsterHouse Builder Name: HABITAT 4 HUMANITY Street: Permit Office: City, State, Zip: FL , Permit Number: e°.Z_ Owner: Jurisdiction: Design Location: FL, Sanford 1. New construction or existing New (From Plans) 9, Wall Types (1192.0 sqft,) Insulation Area a. Insulated Concrete Form, Exterior Rm22,0 1192.00 ft2 2 Single family or multiple family Single-family b. N/A R= ft 3. Number of units, if multiple family 1 c, N/A R= ft2 4. Number of Bedrooms 3 cl. N/A Rm ft2 10. Ceiling Types (1312.0 sqft,) Insulation Area 5, Is this a worst case? No a. Under Attic (Vented) R=30,0 1312,00 ft' 6. Conditioned floor area above grade (ft2) 1204 b. N/A R= ft2 c, N/A R= ft, Conditioned floor area below grade (111) 0 11, Ducts R Ill 7 Windows(142,9 sqft.) Description Area a, Sup; Attic, Ret: Attic, AH RoomslnBlockl 6 301 a U-Factor: Dbl, U=0,33 90,76 ft2 SHGC: SHGC=0,21 12, Cooling systems kBtulhr Efficiency b U-Factor: Dbl, U=O 30 52,10 ft2 a, Central Unit 23.2 SEERA4.00 SHGC: SHGC=0,21 c, U-Factor N/A ft2 SHGC: 13 Heating systems kBtu/hr Efficiency d, U-Factor: N/A It 2 a Electric Heat Pump 23.2 HSPF 8.00 SHGC: Area Weighted Average Overhang Depth: 1,437 ft. Area Weighted Average SHGC: 0.210 14, Hot water systems a Natural Gas Tankless Cap: 1 gallons 8 Floor Types (1204,0 sqft,) Insulation Area EF0.820 a Slab -On -Grade Edge Insulation R=0,0 1204.00 ft2 b. Conservation features b. N/A R= ft2 None c NIA R= ft? 15, Credits Pstat Area: 0.119 Total Proposed Modified Loads: 18.07 PASS Glass/Floor Total Standard Reference Loads: 35.53 1 hereby certify that the plans and specifications covered by Review of the plans and this calculation are in compliance with the Florida Energy specifications covered by this z Code. calculation indicates compliance 0 withtheFloridaEnergyCode, PREPARED BY: 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. SOD WE withtheFloridaEnergyCode, 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 403.2.2.1.1. Compliance requires completion of a Florida Air Barrier and Insulation Inspection Checklist 4/ 27/2012 10 17 AM EnergyGauget USA - FlaRes2010 Section 405,41 Compliant Software Pagel of OWNER BUILDER STATEMENTAFFID"IT Altamonte Springs, Casselberry, Lake Mary, Longwood, Oviedo, Sanford, Seminole County, Winter Springs Florida Statutes are quoted here in part for your information to indicate the authority for exemptions for homeowners from qualifying as contractors and to express any applicable restrictions and responsibilities. OWNERS MUST PERSONALLY APPEAR AT THE BUILDING DIVISION TO SIGN THIS DOCUMENT BY SIGNING THIS STATEMENT, I ATTEST THAT: (Initial to the left of each statement) I understand that state law requires construction to be done by a licensed contractor and have applied for an owner -builder permit Linder an exemption from the law. The exemption specifies that 1, as the owner of the property listed, may act as my own contractor with certain restrictions even though I do not have a license. I understand that building permits are not required to be signed by a property owner unless he or she is responsible for the construction and is not hiring a licensed contractor to assume responsibility. I understand that, as an owner -builder, I am the responsible party of record on a pen -nit. I understand that I may protect myself from potential financial risk by hiring a licensed contractor and having the permit filed in his or her name instead of my own name. I also understand that a contractor is required by law to be licensed in Florida and to list his or her license numbers on all permit and contracts. I understand that I may build or improve a one -family or two-family residence or a faun outbuilding. I may also build or improve a commercial building if the costs do not exceed $75,000. The building or residence must be for my own use or occupancy. It may not be built or substantially improved for sale or lease. If a building or residence that I have built or substantially improved myself is sold or leased within in I year after the construction is complete, the law will presume that I built or substantially improved it for sale or lease, which violates this exemption. I understand that, as the owner -builder, I must provide direct, onsite supervision of the construction. 7- 1 understand that I may not hire an unlicensed individual person to act as my contractor or to supervise persons working on my building or residence. It is my responsibility to ensure that the persons whom I employ have the licenses required by law and by city ordinance. I understand that it is a frequent practice of unlicensed persons to have the property owner obtain an owner -builder permit that erroneously implies that the property owner is providing his or her own labor and materials. 1, as an owner -builder, may be held liable and subjected to serious financial risk for any injuries sustained by an unlicensed person or his or her employees while working on my property. My homeowner's insurance may not provide coverage for those injuries. I am willfully acting as an owner - builder and am aware of the limits of my insurance coverage for injuries to workers on my property. I understand that I may not delegate the responsibility for Supervising work to a licensed contractor who is not licensed to perforrn the work being done. Any person working on my building who Is not licensed must work under my direct supervision and must be employed by me, which means that I must comply with laws requiring the withholding of federal income tax and social security contributions under the Federal Insurance Contributions Act (FICA) and must provide workers' compensation for the employee. I understand that my failure to follow these laws may subject me to serious financial risk. Rev, 9.14.2009 I agree that, as the party legally and financially responsible for this proposed construction activity, I will abide by all applicable laws and requirements that govern owner -builders as well as employers. I also understand that the construction must comply with all applicable laws, ordinances, building codes, and zoning regulations. I am of aware of construction practices and I have access to the Florida Building Codes. I understand that I may obtain more infon-nation regarding my obligations as an employer from the Internal Revenue Service, the United States Small Business Administration, the Florida Department of Financial Services, and the Florida Department of Revenue. I also understand that I may contact the Florida Construction Industry Licensing Board at 1-850-487-1395 or at www.myflorida.com/dbpr/pro/cilb/ for more information about licensed contractors. I am aware of, and consent to, an owner -builder building permit applied for in my name and understand that I am the party legally and financially responsible for the proposed construction activity at the address listed below. I agree to notify the building department immediately of any additions, deletions, or changes to any of the infon-nation that I have provided on this disclosure or in the pen -nit application package. Licensed contractors are regulated by laws designed to protect the public. If you contract with a person who does not have a license, the Construction Industry Licensing Board, the Department of Business and Professional Regulation and the building department may be unable to assist you with any financial loss that you sustain as a result of a complaint. Your only remedy against an unlicensed contractor may be in civil court. It is also important for you to understand that, if an unlicensed contractor or employee of an individual or firm is injured while working on your property, you may be held liable for damages. If you obtain an owner -builder permit and wish to hire a licensed contractor, you will be responsible for verifying whether the contractor is property licensed and the status of the contractor's workers' compensation coverage. Property Address: 1, ), T . L- , do hereby state that I am qualified and capable of performing the requested construction involved with the permit application filed and agree to the co2iditions specified[,Fabove vt,/1Al 7ig-nature of Ownb' r-Ruilder Date Form of Identification Must be Photo ID) A violation of this exemption is a misdemeanor of the first degree punishable by a term of imprisonment not exceeding I year and a $1,000.00 fine in addition to any civil penalties. In addition, the local permitting jurisdiction shall withhold final approval, revoke the permit, or pursue any action or remedy for unlicensed activity against the owner and any person performing work that requires licensure under the permit issued. Rev. 9.14.2009 500 N. Maitland Ave Suite 1011 Maitland, Florida 32751 P: (407)814-21251 F: (407)880-2309 1 E: info@fdseng.com Website: www.fdseng.com ENGINEERING ASSOCIATES June 12, 2012 Building Department: Ref. Habitat for Humanity Project: J FDS#: Lot/Block: Application / Permit# Address: 518 Melonville Ave Subdivision: To whom it may concern, Based upon a phone conversation with Andrea Dinkins on June 12, 2012, we have been asked to review the above mentioned project. It was brought to our attention that for the above mentioned project that the field inspector has requested a detail and clarification of the steel placement for the garage header. Upon our review of the detail found on sheet A8, the detail indicates the installation of reinforcement over the garage header. We have reviewed and attached the calculation report that indicates the design is adequate for the design loads. Please find the attached detail installation and calculation report If you have any questions, please do not hesitate to call. Sincerely, o , %11b,, "I A, 71 cirl,* Bi%6 Vii,,T.E6A 2 2012 If Seal and Signature are not blue or can't be smudged contact FOR for authorization 01111; nw 0%Doing Business with a Service Mindset and an Eye for Detail" t G3 GARAGE DOOR HEADER H — F 16" LEG OF CORNER ATTACHED TO PANEL "H" GARAGE DOOR SHIPPED SEPARATE AND ASSEMBLED f G1 ON SITE G2 H F 12.0 PANEL"G" ,t G3 -0-3 STIRRUPS INSTALLED EVERY 6" O,C. Q HEADER GARAGE DOOR HEADER — - ( 2) #5 TOP AND BOTTOM BAR IN GARAGE DOOR HEADER 2) #5 BARS EACH SIDE H AT ALL WINDOW & DOOR F _ - JAMBS AND HEADERS PANEL "G" l ' • (1) PCS #4 - T-8" VERTICAL REBAR 4) PCS #5 - T-8" VERTICAL REBAR I ! ' • (4) PCS #5 -12' HORIZONTAL REBAR r% • (25) PCS #4 - STIRRUPS @ 6" O.C. G1 { G2 • REBAR PLACEMENT SHALL BE t 1" I • HORIZONTAL REBAR TO BE TIED TO EVERY OTHER CONNECTOR. VERTICAL REBAR TO BE TIED TO BOTH TOP AND BOTTOM HORIZONTAL BAR, C • GARAGE DOOR OPENING TO BE WITHIN + }g" PANEL DIME p " PER 10r OF 1 a 7'a 1'2 WALL L LE H F 1, INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 2, DO NOT SCALE DRAWINGS, w » 3. IT IS THE RESPONSIBILITY OF THE DESIGNER TO PROVIDE THE INFORMATION REQUIRED TO SUIT LQCAL a BUILDING CODES AND REGULATIONS. , m a ARXX-Edy---e ARXX CORPORATION 800 DIVISION STREET COSOURG, ONTARIO K9A 5V2 P: $00,293.3210 F: 905,373.8301 0 GopyrigN ARXX CorIx"tion 2009. All rights rc uvs d 518..h t:Wd.ffA( Revision No., Dvg. No, ReNshm Dote A8 1 1 12/05/24 1 1 /4" = V-0" 1 wwwWxxsem Title Block Line 1 Title : Jab # You can change this area Engineer: using the "Settings" menu item Project Desc.: and then using the "Printing & Title Block" selection. Title Block Line 6 Printed, 12JUN 2012. 12:32pra Description : 6"x16" concrete garage CODE REFERENCES Calculations per ACI 318-05, IBC 2006, CBC 2007, ASCE 7-05 Load Combination Set: 2006 IBC & ASCE 7-05 fc 1f2 - 3.0 ksi Phi Values Flexure: 0.90 fr = fc 7.50 410.792 psi Shear: 0.750 yr Density 145.0 pcf PI = 0.850 X LtWt Factor 1.0 Elastic Modulus = 3,122.0 ksi Fy - Stirrups 40,0 ksi fy - Main Rebar = 60.0 ksi E -Stirrups 29,000A ksi E - Main Rebar = 29,000.0 ksi Stirrup Bar Size #_ # 3 Number of Resisting Legs Per Stirrup = 1.0 Load Combination 2006 IBC & ASCE 7-05 6.6m __.... Span=8.674 Itrcisetas & Riitforng details.: h., Rectangular Section, Width = 6.50 in, Height =16.0 in Span #1 Reinforcing.... 245 at 2.50 in from Bottom, from 0.0 to 8.674 ft in this span 245 at 2.50 in from Tap, from 0,0 to 8.674 ft in this span tied j d ,,ill be applied for calculations. Beam self weight calculated and added to loads Point Load : D =1.20, Lr =1.20 k @ 2.670 ft Uniform Load : D = 0,270, Lr = 0.270 k/ft, Tributary Width =1.0 ft Maximum Bending Stress Ratio = 0.388: 1 Maximum Deflection Section used for this span Typical Section Max Downward L+Lr+S Deflections i &bO in, Ratio = 12277 Mu: Applied 13.384 k-ft Max Upward L+Lr+S Deflecttor g, + 000 in rtatto = 0 <360 Mn * Phi: Allowable 34.508 k-ft Max Downward Total Deflec i$?t 01644- 5581 Load Combination +1.20D+1.60Lr+0,50L Max Upward Total Deflect urr " man f3atte- 999 <180 Location of maximum on span 3.161 ft M u Span # where maximum occurs Span # 1 Qxm J"' VertICBI. 0dCtlogri-(JnfBCtlirBd Supportnotation:f ` Su Far left is #1. Load Combination Support 1 Support 2 If -Al Overall MAXimum 4.457 3.535 D Only 2.456 1.995 Lr Only 2.002 1,540 P D+ Lr 4A57 3.535 a 7$ A t- N° Shear Stlrt'u, R6gq rements f f t I 1 t Between 0.00 to2,66 ft, PhiVcl2 < Vu <= PhiVc, Req'd Vs = Min 11.4.5.1, use stirrups spaced at 6A00 in Between 2.68 to 8.37 ft, Vu < PhiVc(2, Req'd Vs = Not Reqd, use stirrups spaced at 0.000 in Between 8.38 to 8.65 ft, PhiVct2 < Vu r_ PhiVc, Req'd Vs = Min 11.4.5.1, use stirrups spaced at 6.000 in Max munlrcestrees Pctr.LoambfnaCttris ` _ Load Combination 4 . a Location ( ft) Bending Stress Results ( k-ft } Segment Length Span # in Span Mu: Max Phi*Mnx Stress Ratio MAXimum BENDING Envelope Span # 1 1 3.161 1138 34.51 0.39 Title Block Line 1 Title: Job # You can change this area Engineer: using the "Settings" menu item Project Desc.: and then using the "Printing & Title Block" selection. Description : 6"x16" concrete garage header Load Combination Location (ft) Bending Stress Results ( k•ft ) Segment Length Span # in Span Mu: Max Phi"Mnx Stress Ratio Span # 1 1 3.354 7.43 34.51 0.22 1.20D+0.50Lr+1.60L+1.60H Span # 1 1 3.258 8.56 34.51 0.25 1.20D+1.60Lr+0.50L Span # 1 1 3.161 13.38 34.51 0.39 1.20D+1.60Lr+0.80W Span # 1 1 1161 13.38 34.51 0.39 1.20D+0.50Lr+0.50L+1.60W Span # 1 1 3.258 8.56 34.51 0.25 i V rroum D60etttUCtS_Uota" toned Loads Load Combination Span Max. "-" Deft Location in Span Load Combination Max. "+" Defl Location in Span D+ Lr 1 0.0187 4.077 0.0000 0.000 0 500 N. Maitland Ave Suite 1011 Maitland, Florida 32751 P: (407)814-21251 F: (407)880-2309 1 E: info@fdseng.com Website: www.fdseng.com Y 0 ENGINEERING ASSOCIATES June 12, 2012 Building Department: Ref- Habitat for Humanity Project: FDS#: Lot/Block: Application / Permit# Address: 518 Melonville Ave Subdivision: To whom it may concern, Based upon a phone conversation with Andrea Dinkins on June 12, 2012, we have been asked to review the above mentioned project. It was brought to our attention that for the above mentioned project that the field inspector has requested a detail and clarification of the steel placement for the garage header. Upon our review of the detail found on sheet A8, the detail indicates the installation of reinforcement over the garage header. We have reviewed and attached the calculation report that indicates the design is adequate for the design loads. Please find the attached detail installation and calculation report If you have any questions, please do not hesitate to call. Sincerely, RE) 1`2 R I '-. - - - - ? 0-!,- If Seal and Signature are not blue or can't be smudged contact EOR for authorization VA oing Business with a Service Mindset and an Eye for Detail" H — 16" LEG OF CORNER ATTACHED TO PANEL"H" GARAGE DOOR SHIPPED .......-- SEPARATE AND ASSEMBLED GI ON SITE G2 2'-8^ 71-91 li, 1'4" JAMUZi ANU tltAUM5 PANEL'G' 0 (1) PCS #4 - T-8' VERTICAL REBAR r4 - - _ y _-_ .- _ - 0 (4) PCS #5 - T-W VERTICAL REBAR 4) PCS #5 - 12'HORIZONTAL REBAR 25) PCS #4 - STIRRUPS @ 6' O.C. Gi G2 0 REBAR PLACEMENT SHALL BE t 1" 0 HORIZONTAL REBAR TO BE TIED TO EVERY OTHER CONNECTOR. VERTICAL REBAR TO BE TIED TO BOTH TOP AND BOTTOM HOWRWWIPNI GARAGE DO NIN T6'k'Mj)',( IN +/8 RAV-4- 7-9 ,9F WALL LWTH,os H ---4 F2- io--TPs-1 1. INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. x 2, DO NOT SCALE DRAWINGS, 3 ITI $ THE RESPONSIBILITY OF THE DESIGNER TO PROVIDE THE INFORMATION REQUIRED TO SUIT LOCAL BUILDING CODES AND REGULATIONS. ARXXEdge AM CORPORATION 800 DIVISION STREET COBOURG, ONTARIO K9A 5V2 P: 800.2913210 F: 905.373.8301 NNN 518 ME L$CE PANEL R",lsm No.: owo, No, A8Ravisioapate lr o 1 Now 12/05/24 Scale: 1/4" = 7-71 VA"WMCOM Title Block Line 1 Title : Job # You can change this area Engineer: using the "Settings" menu item Project Desc.: and then using the "Printing & Title Block" selection. Description : 6"x %" concrete garage header CODE REFERENCES Calculations per ACI 318-05, IBC 2006, CBC 2007, ASCE 7-05 Load Combination Set: 2006 IBC & ASCE 7-05 fc 1/2= 3.0 ksi Phi Values Flexure: 0.90 fr = fc * 7.50 410.792 psi Shear: 0.750 41 Density 145.0 pcf R t = 0.850 X LtWt Factor 1.0 Elastic Modulus = 3,122.0 ksi Fy - Stirrups 40.0 ksi fy - Main Rebar = 60A ksi E Stirrups = 29,000.0 ksi E - Main Rebar = 29,000.0 ksi Stirrup Bar Size #_ # 3 Number of Resisting Legs Per Stirrup = 1.0 Load Combination 2006 IBC & ASCE 7-05 6:5 in D(1.2) Lr(1.2) Df0.27) Lr(0.271_ ii.. ----x_ 6.5"wx16"h Span=8.674 ft Croct Rettocirig ael „ , :,> Rectangular Section, Width = 6.50 in, Height =16.0 in Span #1 Reinforcing.... 245 at 2.50 in from Bottom, from 0.0 to 8,674 ft in this span 245 at 2.50 in from Top, from 0.0 to 8.674 ft in this span i C 08,,A _ , , , _w Service loads entered. Load Factors will be applied for calculations. Beam self weight calculated and added to loads Point Load : D =1.20, Lr =1.20 k @ 2.670 ft Uniform Load : D = 0.270, Lr = 0.270 k/ft, Tributary Width --1.0 ft Aaximum Bending Stress Ratio = 0.388: 1 Maximum Deflection Section used for this span Typical Section Max Downward L+Lr+S Deflection Mu: Applied 13.384 k-ft Max Upward L+Lr+S Deflection Mn * Phi: Allowable 34.508 k-ft Max Downward Total Deflection Load Combination 1,20D+1.60Lr+Q.50L Max Upward Total Deflection Location of maximum on span 3,161 ft Span # where maximum occurs Span # 1 uChiCtlt}kgSflf+OOPd', Support notation : Far left is #1 Load Combination Support 1 Support 2 D Only 2.456 1.995 Lr Only 2.002 1.540 D+Lr 4.457 3.535 Between 0.00 to 2.66 ft, PhiVct2 < Vu <= PhiVc, Req'd Vs = Min 11.4.5.1, use stirrups spaced at 6.000 in Between 2.68 to 8,37 ft, Vu < PhiVc/2, Req'd Vs = Not Reqd, use stirrups spaced at 0.000 in Between 8.38 to 8.65 It, PhiVct2 < Vu <= PhiVc, Req'd Vs = Min 11.4.5.1, use stirrups spaced at 6.000 in Load Combination Location (ft) Bending Stress Results ( k-ft) Segment Length Span # in Span Mu: Max Phi'Mnx Stress Ratio MAXimum BENDING Envelope Span # 1 1 3.161 13.38 34.51 0.39 0.008 in Ratio = 12277 0.000 in Ratio = 0 <360 0.019 in Ratio = 5581 0.000 in Ratio = 999 <180 0 Pl#tltt Title Block Line 1 Title: Job # You can change this area Engineer: using the "Settings" menu item Project Desc.: and then using the "Printing & Title Block" selection. Description : 6"x 16" concrete garage header Load Combination Location (ft) Bending Stress Results ( k-ft ) Segment Length Span # in Span:Max Phi'Mnx Stress Ratio 1.40D Span # 1 1 1354 7.43 34.51 0.22 1.20D+0.50Lr+1.60L+1.60H Span # 1 1 3,258 8.56 34.51 0.25 1.20D+1.60Lr+0.50L Span # 1 1 3,161 13.38 34.51 0.39 1.20D+1.60Lr+0,80W Span # 1 1 3,161 13.38 34.51 0.39 1.20D+0.50Lr+0.50L+1.60W Span # 1 1 1258 8.56 34.51 0.25 Load Combination Span Max. DO Location in Span Load Combination Max, "+' DO Location in Span D+Lr 1 0.0187 4.077 0.0000 0.000 500 N. Maitland Ave Suite 1011 Maitland, Florida 32751 P: (407)814-21251 F: (407)880-2309 1 E: info@fdseng.com Website: www,fdseng.com ENGINEERING ASSOCIATES June 12, 2012 Building Department: Ref: Habitat for Humanity Project: FDS4: Lot/Block: Application / Permit# Address: 518 Melonville Ave Subdivision: To whom it may concern, Based upon a phone conversation with Andrea Dinkins on June 12, 2012, we have been asked to review the above mentioned project. It was brought to our attention that for the above mentioned project that the field inspector has requested a detail and clarification of the steel placement for the garage header. Upon our review of the detail found on sheet A8, the detail indicates the installation of reinforcement over the garage header. We have reviewed and attached the calculation report that indicates the design is adequate for the design loads. Please find the attached detail installation and calculation report If you have any questions, please do not hesitate to call. Sincerely, 4- E 6/1 1 If Seal and Signature are not blue or can't be smudged contact FOR for authorization E S N4i* usiness with a Service Mindset and an Eye for Detail" n G3 GARAGE DOOR HEADER G3 STIRRUPS INSTALLED I EVERY 6- O.C. @ HEADER 2) #5 TOP AND BOTTOM GARAGE MOOR HEADER BAR IN GARAGE DOOR HEADER 2) #5 BARS EACH SIDE - AT ALL WINDOW & DOOR JAMBS AND HEADERS PANEL "G" r ( 1) PCS #4 - T-8" VERTICAL REBAR 4) PCS #5 - T-8- VERTICAL REBAR 4) PCS #5 - 12'HORIZONTAL REBAR 25) PCS #4 - STIRRUPS @ 6" O.C. G1 G2 0 REBAR PLACEMENT SHALL BE t 1" 14 ' '! ii • HORIZONTAL REBAR TO BE TIED TO EVERY OTHER CONNECTOR. VERTICAL REBAR TO BE TIED TO BOTH TOP AND BOTTOM HORIZONTAL BAR. l - - I E • GARAGE DOA , NINEi TQ WITHIN + x.9 1•_2. PANEL DIM"'SQ BE ?'" FER 10' OF f' =t __ WALL LATH \ F ., 1. INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. a ! 2. DO NOT SCALE DRAWINGS. 3. IT IS THE RESPONSIBILITY OF THE DESIGNER TO PROVIDE THE INFORMATION REQUIRED TO SUIT LOCAL BUILDING CODES AND REGULATIONS. AIMFwEdg 518 M t/I.E , ARXX CORPORATION Revision ra.: rns. No, 800 DIVISION STREET /ta g COBOURG, ONTARIO K9A 5V2 Revision ° l \C? P: 800,293.3210 Y Date: F: 905.373.8301 12/05/24 114" = 1'-0" 0 Gopyright ARXX Ce tiati 2009. All righLr reserved. vrww.arxx.aerr+ Title Block Line 1 Title : Job # You can change this area Engineer: using the "Settings" menu item Project Desc.: and then using the "Printing & Title Block" selection. Description : 6"x16" concrete garage header Calculations per ACI 318-05, IBC 2006, CBC 2007,VASCE 7-05 Load Combination Set: 2006 IBC & ASCE 7-05 fc 1/2 3.0 ksi Phi Values Flexure: 0.90 fr = fc 7.50 410.792 psi Shear: 0.750 W Density 145.0 pcf 1 - 0.850 k LtWt Factor 1.0 Elastic Modulus = 3,122.0 ksi Fy - Stirrups 40.0 ksi sl fy - Main Rebar = 60.0 ksi E - Stirrups = 29,000.0 ksi E - Main Rebar = 29,000.0 ksi Stirrup Bar Size #= # 3 Number of Resisting Legs Per Stirrup = 1.0 Load Combination 2006 IBC & ASCE 7-05 Span=8.674 It tQSa1ttt,RtlttJfGittr C±f#1,,, "` Rectangular Section, Width = 6.50 in, Height =16.0 in Span #1 Reinforcing.... 245 at 2.50 in from Bottom, from 0.0 to 8.674 ft in this span 245 at 2.50 in from Top, from 0,0 to 8.674 It in this span Service loads entered. Load Factors will be applied for calculations, Beam self weiqht calculated and added to loads Point Load : D =1.20, Lr = 1,20 k @ 2.670 ft Uniform Load : D = 0.270, Lr = 0.270 k/ft, Tributary Width =1.0 ft Maximum Bending Stress Ratio = 0.388: 1 Maximum Deflection Section used for this span Typical Section Max Downward L+Lr+S Deflection 0,008 in Ratio = 12277 Mu: Applied 13.384 k-ft Max Upward L+Lr+S Deflection 0.000 in Ratio = p <360 .' Mn ` Phi: Allowable 34.508 k-ft Max Downward Total Deflection 0.019 in Ratio = 55$1 Load Combination +1.20D+1.60Lr+0.50L Max Upward Total Deflection ' 0,000 in Ratio =',%, 999 <180 Location of maximum on span 3.161 ft Span # where maximum occurs Span # 1 UfGCalc CiltkCkS '(ft1Gt Support notation : Far left is #1 Load Combination Support 1 Support 2 Overall MAXimum 4,457 3.535 _ 1 r DOnly. 2.456 1,995 Lr Only 2,002 1.540 Q t1 D+Lr 4.457 3.535 a asVA ppIIVFtf[F 44 Ft _ Between 0.00 to 2.66 it, PhIVc/2 <Vu <= PhiVc, Req'd Vs = Min 11,4.5.1, use stirrups spaced at 6.000 in Between 2.68 to 8.37 ft, Vu < PhiVc/2, Req'd Vs = Not Reqd, use stirrups spaced at 0.000 in Between 8.38 to 8.65 ft, PhiVc12 < Vu <= PhiVc, Req'd Vs = Min 11.4.5.1, use stirrups spaced at 6.000 in M XittiuCCt Ot"Ct? t`tp SeS fQ x 08d fif b_Itl?tir tl5 a. Load Combination Location (ft) -Bending Stress Results (k-ft) Segment Length Span # in Span Mu: Max phi"Mnx Stress Ratio MAXimum BENDING Envelope Span # 1 1 3.161 1138 34.51 0.39 Title Block Line 1 Title : Job # You can change this area Engineer: using the "Settings" menu item Project Desc.: and then using the "Printing & Title Block" selection. Description : Wx 16' concrete garage header Load Combination Location (ft) Bending Stress Results ( k-ft ) MuSegmentLengthSpan # in Span Max Phi'Mnx Stress Ratio i.4oD Span # 1 1 3.354 7.43 34,51 0.22 1.20D+0.5OLr+1.60L+1.60H Span # 1 1 1258 8.56 34.51 0,25 120D+1,60Lr+0.50L Span # 1 1 3,161 13.38 34.51 0.39 1.20D+1.6OLr+0.80W Span # 1 1 3.161 13.38 34.51 0.39 1.20D+0.50Lr+0.50L+1.60W Span # 1 1 3.258 8.56 34,51 0.25 PnfaL r dLoads Load Combination Span Max. "-* DO Location in Span Load Combination Max. *+* Defl Location in Span 0.0187 4,077 0.0000 OZO 0AJ A L O'r "7;J flf, , " k % Mnw'W Application No: JUN 2 0 NQ CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Documented Construction Value: $ , S76 Q, (t') Job Address: IJK flo n U i' I /c Avf Historic District: Yes 11 No 11 Parcel ID: r2— foal C) Description of Work: Plan Review Contact Person: Phone: Name Street: City, State Zip: Fax: Zoning: Title: E-mail: Property Owner Information Phone: Resident of property? : Contractor Information Name )e O_rk u C nJeL XL'LOCL Phone: S V -50 Street: Fax: City, State Zip: zc"'j `S27 State License No.: v 00 I Name: Street: City, St, Zip: Bonding Company: Address: Building Permit 13 Square Footage: , No. of Dwelling Units: Electrical -E3 New Service — No. of AMPS: Architect/Engineer Information Phone: Fax: E-mail: Mortgage Lender: Address: PERMIT INFORMATION Construction Type:t FIG No. of Stories: Flood Zone: Plumbing 0 New Construction - No. of Fixtures: Mechanical E3 (Duct layout required for new systems) Fire Sprinkler/Alarm 0 No. of heads: Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee. A copy of the executed contract is required in order to calculate a plan review charge. If the executed contract is not submitted, we reserve the right to calculate the plan review fee based on past permit activity levels. Should calculated charges exceed the documented construction value when the executed contract is submitted, credit will be applied to your permit fees when the permit is released. Signature of Owner/Agent Print Owner/Agent's Name A Date S ai're of Contract r gent 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: Print Contractor/Agent's Name o Signature of Notary -State of Florida Date EBW 8LAWON Notary Public State Of Florida MY Comm. Expires Feb 25, 2015 Commission # EE 60182 Con Bonded Throug National N I r to Me or ProducedIDType offD i-1 L-C UTILITIES: WASTE WATER: Rev 11.08 JUN 2 1 2012 REVISION PERMIT # DATE PROJECT ADDRESS CONTRACTOR PHONE# FAX # CONTACT PERSON DESCRIPTION OF REVISION -: 2-L ±z 5 , L-- L, r UTILITY DEPT FIRE PREVENTION PLANNING BUILDING e CP\C11 500 N. Maitland Ave Suite 101 Maitland, Florida 32751iP: (407)814-2125 1 F: (407)880-2309 ( E: info@fdseng.com Website: www.fdseng.com ENGINEERING ASSOCIATES June 12, 2012 Building Department: Ref: Habitat for Humanity Project: Lot/Block: Address: 518 Melonville Ave Subdivision: To whom it may concern, FDS#: Application / Permit# Wc5i-*ON4 Based upon a phone conversation with Andrea Dinkins on June 20, 2012, we have been asked to review the above mentioned project. It was brought to our attention that for the above mentioned project that several straps and more than (3) consecutive straps were missed during the pour of the lintel. Item 1) upon our review of the missed straps, we have included repair information on the structural cover sheet. Field repairs note #4 indicates the installation of (1) Simpson MTSM 16 twist strap with (4) 1/4" x 2 '/4" Titens to masonry and (7) 1 Od nails to truss. (Please note that the inside portion of the ICF foam shall be removed before attaching the connector, so that the connector is placed tight to masonry). Therefore, we approve the lintel strap repairs and the consecutive strap repairs as noted on cover sheet. Item 2) it's brought to our attention that the hip comer jack connector was missed at pour. The contractor shall install (1) Simpson HGAM 10 with (4) SDS '/4 " x 1 '/2" to rafter and (5) '/4" x 2 '/4 Titcns to concrete. Remove sheathing to make the repair and install new sheathing per the nailing schedule in original documents. If you have any questions, please do not hesitate to call. A 0 4C 'arl A. own P. E 21/2012 k 120, If Seal and Signature are not blue or can't be smudged e Win" contact FOR for authorization G N, Doing Business with a Service Mindset and an Eye for Detail" k!Builders FirstSource OFFICE 11 Court501RylandCou Orlando, Fl, 32824 Project Information: Builder: Prestige Custom Dev. Model: 1202 Builders Firs(Source Job 9: MA0518 Lot: 518 Mellonville Ave Subdivision: Sanford PERMIT # /e-a-lo County: Seminole Building Code: FBC2010fTPI2007 Computer Program Used: Truss Design Information: Gravity Loads Wind Roof: 37 psf Total Wind Standard: ASCE 7-10 Floor: 55 psf Total Wind Speed: 140 mph Mean Roof [it: 15 It Exposure: B Note: Retcr to individual truss design drawings for special loading conditions, design criteria, truss geometry, lumber, and plate information. Design Professional Information: Design Professional Of Record: License # Delegated'Fruss Engineer: Robert W, Wall 24710 SR54 Lutz, Florida 33559 Liccose # 46021 This truss specification package consists of this index sheet and 30 truss design drawings, This signed and scaled index sheet indicates acceptance of my professional engineering responsibility solely for listed truss, design drawings. The suitability and use of each truss Component for any particular building is the responsibility o( the building designer per Fp1 Truss Truss Label Drawing Seal Date Truss truss Label Drawing Seal Date Truss N Truss Label Drawing Seal Date 1 ClA MA0518001 5/24/2012 2 C3A MA0518002 5/24/2012 3 C5A MA0518003 5/24/2012 4 Cil MA0518004 5/24/2012 5 1 CJ3 MA0518005 5/24/2012 6 CJ5 MA0518006 5/24/2012 7 E7A MA0518007 5/24/2012 8 EJ7 MA0518008 5/24/2012 9 1-17A MA0518009 572412012 to HJ7 MA0518010 5724/2012 it T01 MA0518011 572412012 12 T02 MA0518012 5124/2012 13 T03 MA0518013 5/24/2012 14 T04 MA0518014 524/2212 15 T05 MA0518015 5124/2012 16 T06 MA0518016 5/24/2012 17 T07 MA0518017 5/2412012 2002 18 T08 MA0518018 512412012 19 T09 MA0518019 5/24/2012 20 T10 MA0518020 5724/2012 21 Tll MA0518021 5724/2012 22 T12 MA0518022 5/24/2012 23 T13 MA0518023 512412012 24 T14 MA0518024 5/2412012 25 T15 MA0518025 5i24/2012 1 26 Vol MA0518026 5724/2012 27 V02 MA0518027 5/24/2012 28 V03 MA0518028 5/24/2012 29 VO4 MA0518029 5/24/2012 30 V05 MA0518030 5/24/2012 of 1 ICE 0 Builders FirstSource, Of"F1 Inc. 1202GAR CIA Oudders FirstSource, Tampa Plant Ci LOADING (psf) TCLL 20.0 TCDL TO BCLL 0.0 ` BCDL 10.0 LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 MONO TRUSS SPACING 2-0-0 I CS1 Plates Increase 1.25 TC 0.27 Lumber Increase 1,25 BC 0,01 Rep Stress Incr YES WB 0.00 Code FBC2010/T P12007 Matrix) REACTIONS (lb/size) 4=10/Mechanical, 2=214/0-3-8 (min. 0-1-8), 3=-73/Mechanical Max Horz 2=41(LC 8) Max Uplift2=-173(LC 8), 3=-90(LC 2) Max Grav 4= 1 9(LC 3), 2=261(LC 2), 3=78(LC 8) FORCES (lb) - Max. Comp,/Max. Ten. - All forces 250 (lb) or less except when shown. 2 1 !MA051a001 Job Refer( 1-0-0 DEFL in (loc) I/defl L/d Vert(LL) -0,00 2 >999 240 Vert(TL) -0,00 2 >999 180 Horz(TL) 0.00 3 n/a n/a Scale = 1 6.7 1-0-0 7-12 PLATES GRIP MT20 244/190 Weight: 6 lb FT = 20% BRACING TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. M(Tek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Instailation_gutde NOTES (7) 1) Wind: ASCE 7-10; 140mph (3-second gust) Vasd=108mph, TCDL=4.2psf, BCDL=3.Opsf, h=15ft Cat. 11. Exp B; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone,C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a /0.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' 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 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3 except Qt=ib) 2=173. 6) "Semi -rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 7) "This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." LOAD CASE(S) Standard Robert W. Wall, PE 46021 24710 State Road 54 Lutz, Fl 33559 G yzlk_ I R ` f'd STATE OF ' vF 0 n tQ:` 05/24/2012 1202GAR C3A I MONO TRUSS E 3-0-0 Scale = 1.10-0 0-4-4 . 3-0-0 0-4-4 2-7-12 LOADING (psf) ( SPACING 2-0-0 CSI DEFL in loc) I/deft L/d PLATES GRIP TCLL 20 0 Plates Increase 1,25 TC 0,31 Vert(LL) -0 00 2-4 >999 240 MT20 244/190 TCDL TO Lumber Increase 1.25 BC 0,09 Vert(TL) -0,01 2-4 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0,00 3 n/a n/a BCQL 10.0 i Code FBC2010(TPI2007 Matrix) Weight: 12 lb FT = 20% LUMBER BRACING TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide REACTIONS (lb/size) 3=25/Mechanical, 4=28/Mechanical, 2=220/0-3-8 (min. 0-1-8) Max Horz 2=61(LC 8) Max Uplift3=-22(LC 12), 2=-133(LC 8) Max Grav3=35(LC 21), 4=56(LC 3), 2=264(LC 2) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES (7) 1) Wind: ASCE 7-10, 140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf; h=15fk Cat. II; Exp B; Encl., GCpi=0.18, MWFRS (envelope) and C-C Exterior(2) zone,C-C for members and forces & MWFRS for reactions shown, Lumber DOL=1.60 plate grip DO L=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' 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 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 3 except Qt=lb) 2=133. 6) "Semi -rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 7) "This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." LOAD CASE(S) Standard Robert W, Wall, PE 46021 24710 state Road 54 Lutz, Fl 33559 05/24/2012 1202GAR ICSA IMONO TRUSS 2- 0-0 5-0-0 Scale = 1:132 LOADING ( psf) SPACING 2-0-0 CSt DEFL in loc) I/deft L d PLATES GRIP TCLL 20.0 Plates Increase 125 TC 0,43 Vert(LL) -0,03 2-4 >999 240 MT20 244/190 TCDL TO Lumber Increase 1.25 BC 0.30 Vert(TL) -0.08 2-4 >727 180 BCLL 0.0 Rep Stress Incr YES WB 0,00 Horz(TL) -0.00 3 n/a n/a BCDL 10.0 Code FBC2010/T P12007 Matrix) Weight: 19 lb FT = 20°!0 LUMBER BRACING TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide.__ REACTIONS ( lb/size) 3=84/Mechanical, 4=48/Mechanical, 2=269/0-3-8 (min. 0-1-8) Max Horz 2=82(LC 8) Max Uplift3=-55(LC 12), 2=-132(LC 8) Max Grav 3=103(LC 2), 4=96(LC 3), 2=319(LC 2) FORCES ( lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES ( 7) 1) Wind: ASCE 7-10, 140mph (3-second gust) Vasd=108mph: TCDL=42psf, BCDL=3,Opsf, h=15ft, Cat. II; Exp 6' Encl., GCpi=0.18. MWFRS ( envelope) and C-C Exterior(2) zone,C-C for members and forces & MWFRS for reactions shown. Lumber DOL=1.60 plate grip DQ L=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' 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 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3 except Qt=lb) 2=132, 6) " Semi -rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 7) " This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." LOAD CASE(S) Standard CW STATE OF ' Robert W. Wall, PE 46021 24710 State Road 54 Lutz, Fl 33559 05/24/2012 Scale = 1 6 7 LOADING (psf) SPACING 2-0-0 CS1 DEFL in loc) I/defl Ltd PLATES GRIP TCLL 20,0 Plates Increase 1125 TC 0.28 Vert(LL) -0,00 2 >999 240 MT20 2441190 TCDL TO Lumber Increase 1.25 SIC 0,01 Vert(TL) -0,00 2 >999 180 BCLL 0,0 Rep Stress Incr YES WEI 0,00 Horz(TL) 0,00 3 n/a n/a SCDL 100 Code FBC2010/TP12007 Matrix) Weight: 6 lb FT = 20% LUMBER BRACING TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 1 0-0- 0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installationguide, REACTIONS ( lb(size) 2=22210-8-0 (min, 0-1-8),4=9/Mechanical,3=-82/MechanicaI Max Horz 2=41(LC 8) Max Upljft2=-181(LC 8), 3=-100(LC 2) Max Grav2=271(LC 2),4=18(LC 3), 3=85(LC 8) FORCES ( lb) - Max, Comp./Max. Ten. - All forces 250 (lb) or less except when shown, NOTES ( 7) 1) Wind: ASCE 7-10, 140mph (3-second gust) Vasd=108mph, TCDL=4.2psf; BCDL=3.Opsf; h=15ft: Cat. 11, Exp B, Encl., GCpi=0.18, MWFRS ( envelope) and C-C Exterior(2) zone;C-C for members and forces & MWFRS for reactions shown: Lumber DQL=1,60 plate grip DOL= 1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' 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 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 In uplift at joint(s) except Ot=lb) 2=181, 3= 100, 6) " Semi -rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 7) " This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." LOAD CASE(S) Standard C F N o STATE OF Robert W. Wall, PE 46021 24710 State Road 54 1AItZ. Fl 33559 05/24/2012 1202GAR - CJ3 MONOTRUSS 10 1 MA0518005 Job Reference (optional) Builders FlrstSourca, TamUa, Plant City, Florida 33566 7.340 s Mar 28 2012 MiTek I ID: WMgURhSIJlb8yvnElOun BUzYL7h-epy34a?oj 1 Scale = 1:10.0 LOADING (psf) SPACING 2-0-0 ( CSI DEFL in loc) I/deft Ud PLATES GRIP TCLL 20.0 Plates Increase 1_25 TC 0,36 Vert(LL) -0.00 2-4 >999 240 MT20 244/190 TCDL 7.0 Lumber Increase 1,25 1BC 0,08 Vert(TL) -0,01 2-4 >999 180 BCLL 0.0 Rep Stress Incr YES i WB 0,00 Horz(TL) 0,00 3 n/a n/a BCDL 10.0 Code FBC201 O/T P12007 ; Matrix) Weight: 12 lb FT = 20% LUMBER BRACING TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MtTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide, REACTIONS (lb/size) 3=11/Mechanical, 2=232/0-8-0 (min. 0-1-8), 4=26/Mechanical Max Horz 2=61(LC 8) Max Uplift3=-17(LC 12), 2=-147(LC 8) Max Grav3=30(LC 21), 2=279(LC 2), 4=52(LC 3) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES (7) 1) Wind: ASCE 7-10, 140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf, h=15ft; Cat. It: Exp B; End., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone,C-C for members and forces & MWFRS for reactions shown: Lumber DOL=1.60 plate grip DO L=1.60 2) This truss has been designed for a /0.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' 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 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3 except Qt=lb) 2=147 6) "Semi -rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 7) "This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." LOAD CASE(S) Standard STATE OF E0RIQ. Robert W. Wall, PE 46021 24710 State Road 54 Lutz, F133559 05/24/201 2 1202GAR ;CJ5 IMONO TRUSS 10 1 MA0518006 I 335bb 134UsMar 2ti2Ql2Milekltidustnes,Inc. Thu ID: WMgURhSlJlb8yvnElOunBUzYL71i-epy34a'?oI I 045cNlQcfbF 1 z7 2- 0-0 5-0-0 LOADING ( psf) SPACING 2-0-0 CS1 DEFIL in loc) I/clefl L/d TCLL 20.0 Plates Increase 1,25 TC OA5 Vert(LL) 0,03 2-4 999 240 TCDL TO Lumber Increase 1,25 8C 0,27 Veri(TL) 0.07 2-4 820 180 6CLL 0.0 Rep Stress Incr YES W8 0.00 Horz(TL) 0,00 3 n/a n/a SCDL 10,0 Code FBC201 01T P12007 Matrix) LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No,2 REACTIONS ( lb/size) 3=75/Mechanical, 2=276/0-8-0 (min. 0-1-8), 4=46/Mechanical Max Horz 2=82(LC 8) Max Uplift3=-51(LC 12), 2=-141(LC 8) Max Grav 3=92(LC 2), 2=328(LC 2), 4=92(LC 3) FORCES ( 11b) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. Scale = 1 13 2 PLATES GRIP MT20 244/190 Weight: 19 lb FT = 20% BRACING TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins, BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. W iTekrecommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation gwde. NOTES ( 7) 1) Wind: ASCE 7-10; 140mph (3-second gust) Vasd=108mph; TCDL=4.2psf: BCDL=3.Opsf; h=15ft; Cat, 11 ' Exp B; Encl.,GCpi=0.18 MWFRS ( envelope) and C-C Extenor(2) zone,C-C for members and forces & MWFRS for reactions shown, Lumber DOL=1,60 plate grip DOL= 1,60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * 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 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3 except Ot=lb) 2=141, 6) " Semi -rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 7) " This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." LOAD CASE(S) Standard o STATE OF 00 0 A k Q 0"', 4SIO 1— NALRobert W. Wall, PE 46021 24710 State Road 54 Lut/, F1 33559 05/24/2012 i 1202GAR E7A MONO TRUSS 1 '... MA0518007 7.340 s Mar 28 2012 Mil ek In I D: W MgURh SIJlb8yvn EIOU nB UzYL7h-epy34a?oj 1 7.0-0 Scale =1 16-3 0-4-4{ 7-0-0 O-A-.t 6-7-12 Plate Offsets (X.Y) 2 0 3-14 0 1 8J LOADING (psf) SPACING 2-0-0 CSI DEFL In (loc) I/defl L/d PLATES GRIP TCLL 20,0 Plates Increase 1,25 TIC 0,59 Vert(LL) 0.07 2-5 999 240 MT20 244/190 TCOL TO Lumber Increase 1,25 BC 0,46 Vert(TL) 0.13 2-5 560 180 BCLL 0,0 Rep Stress Incr YES WS 0,00 Horz(TL) 0 00 3 n/a n/a BCDL 10,0 Code FBC2010/TP12007 Matra) Weight: 25 lb FT = 20% LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide REACTIONS All bearings Mechanical except (jt=length) 2=0-3-8, 5=0-8-0. lb) - Max Horz 2=102(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 3, 5 except 4=-258(LC 3), 2=-142(LC 8) Max Grav All reactions 250 lb or less at joint(s) 3, 4 except 2=358(LC 2), 5=428(LC 3) FORCES (lb) -Max. Comp./Max_ Ten. -All forces 250 (lb) or less except when shown. NOTES (7) 1) Wind: ASCE 7-10, 140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; Cat_ II; Exp B; Encl., GCpi=0.16; MWFRS (envelope) and C-C Exterior(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * 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 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections_ 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 5 except (jt=lb) 4=258, 2=142. 6) "Semi -rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 7) "This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." LOAD CASE(S) Standard Robert W. Wall, PE 46021 24710 State Road 54 Lutz, F 133559 i * ISM STATE OF 4t, R *fir &OM1PAL 05/24/2012 LOADING (psf) SPACING 2-0-0 CS1 TCLL 20,0 Plates Increase 1.25 TC 0,62 TCDL 7,0 Lumber Increase 1 25 6C 0,48 BCLL 0.0 Rep Stress Incr YES WB 0,00 BCDL t00 Code FEC2010/TPI2007 (Matrix) LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS (lb/size) 3=126/Mechanical, 2=332/0-8-0 (min. 0-1-8), 4=67/Mechanical Max Horz 2= 102(LC 8) Max UpHft3=-71(LC 12), 2=-147(LC 8) Max Grav 3=153(LC 2), 2=393(LC 2), 4=1 19(LC 3) FORCES (lb) - Max, Comp,/Max, Ten. - All forces 250 (lb) or less except when shown. Scale = 1 16 3 7-0-0 DEFL in (loc) I/defl L/d PLATES GRIP Vert(LL) -0 12 2-4 >644 240 MT20 2441190 Vert(TL) -0,26 2-4 >304 180 Horz(TL) -0,00 3 n/a n/a Weight: 25 lb FT = 20% BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, MiTek -recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. _ .... .. .... NOTES (7) 1)Wind: ASCE 7-10, 140mph (3-second gust) Vasd=108mph: TCDL=4.2psf; BCDL=3.Opsf: h=15ft ' Cat. 11, Exp B, Encl- GCpi=0,18; MWFRS (envelope) and C-C Exterior(2) zone,C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=l 60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * 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 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3 except (jt=lb) 2=147, 6) "Semi -rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss, 7) "This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI I as referenced by the building code." LOAD CASE(S) Standard STATE OF Z Opriv Robert W. Wall, PE 46021 24710 State Road 54 Lutz, F1 33559 05/24/2012 1202GAR MONO TRUSS 5-3-15 LOADING (psf) i SPACING 2-0-0 CSI TCLL 20.0 Plates Increase 1,25 TC 0,67 TCDL 7,0 Lumber Increase 1,25 BC 0,47 BCLL 0,0 Rep Stress Incr NO WB 0,31 BCDL 1010 Code FBC2010/TP12007 Matrix) LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 ek Industries Inc Thu May 24 13.44 24 2012 Pagge 1 13FfeoKvWhX1 i3KS3P7J809wFTgFrYz9zDHc5 3-10-i A-6-1 Scale = 1 22.6 DEFL in (loc) I/deft L/d PLATES GRIP Vert(LL) -0,03 2-7 >999 240 1 MT20 244/190 Vert(TL) -0.05 6-7 >999 180 j Horz(TL) 0,01 5 n/a n/a Weight: 42 Ito FT = 20% BRACING TOP CHORD BOT CHORD REACTIONS All bearings Mechanical except (jt=length) 6=0-11-5. 2=0-4-15. lb) - Max Horz 2=102(LC 4) Max Uplift All uplift 100 lb or less at joint(s) 4, 6 except 5=-643(LC 3), 2=-184(LC 4) Max Grav All reactions 250 lb or less at joint(s) 4, 5 except 6=971(LC 3), 2=468(LC 2) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-8=-687/134, 8-9=-689/146, 3-9=-656/143 BOT CHORD 2-11=-183/649, 11-12=-183/649, 7-12=-183/649, 7-13=-183/649, 6-13=-183/649 WEBS 3-6=-6791192 Structural wood sheathing directly applied or 6-0-0 oc purlins. Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide.. _. NOTES (9) 1) Wind: ASCE 7-10: 140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; Cat. 11, Exp B. Encl., GCpi=0.18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' 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 2-0-0 wide will fit between the bottom chord and any other members 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4, 6 except Qt=lb) 5=643. 2=184. 6) "Semi -rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 20 lb down and 84 lb up at 1-4-15, 20 lb down and 84 lb up at 1-4-15, 1 lb down and 29 lb up at 4-2-15, 1 lb down and 29 lb up at 4-2-15, and 49 lb down and 62 lb up at 7-0-14, and 49 lb down and 62 lb up at 7-0-14 on top chord, and 21 lb up at 1-4-15, 21 lb up at 1-4-15, 16 lb down and 12 lb up at 4-2-15, 16 lb down and 12 lb up at 4-2-15, and 56 lb down and 6 lb up at 7-0-14, and 56 lb down and 6 lb up at 7-0-14 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. e LOAD S) section, loads ed to the face of the ss d as 9) "This manufacturedused( product is designed an individual buibuildingcomponent,onent, Thersu suitabilityanduseof this component for an artic'l[ " RT 111, )° P 99PYPYPbuildingis the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." + Q 4 i LOAD CASE( S) Standard 1) Regular: Lumber Increase=1.25, Plate Increase= 1 .25 Uniform Loads ( plf) Vert: 1- 4=-44, 2-5=-20 Concentrated Loads ( lb) o , SfATc OF Vert: 8= 75(F=37, 8=37) 9=38(F=19, 8=19) 10=-81(F=-40, 13=40) 11=21(F=10, 6=10) 12=-16(F=-8, B=-8) 13=-56(F=-28, B' A- 0RtG; ,. rtlSr+t s` SfONA t_' a Robert W. Wall, I -I 46021 24710 State Road 54 Lutz, Fl 33559 05/24/2012 2-9-115 5-3-15 LOADING (psf) SPACING 2-0-0 CS1 TCLL 20.0 Plates Increase 1,25 TC 0,73 TCDL 70 Lumber Increase 1,25 BC 0.57 BCLL 00 Rep Stress Incr NO WB 0,30 BCOL 10,0 111 Code FBC201 O/T P12007 Matrix) LUMBER TOP CHORD 2x4 SP No,2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 4-6-1 Scale = 122 6 DEFIL in (loc) I/defl Ud PLATES GRIP Vert(LL) -0.04 6-7 >999 240 MT20 244/190 Vert(TL) -011 6-7 >992 180 Horz(TL) 0,01 5 n1a n1a Weight: 42 lb FT = 20% BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purli ns. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide, REACTIONS (lb/size) 4=110/Mechanir-al, 2=37610-11-5 (min 0-1-8), 5=217/Mechanicai Max Horz 2= 102(LC 4) Max Uplfft4=-66(LC 4), 2=-184(LC 4), 5=-35(LC 8) Max Grav4=134(LC 2), 2=456(LC 2), 5=283(LC 3) FORCES (lb) - Max. Comp,/Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-8=-655/110, 8-9=-660/121, 3-9=-6411121 BOT CHORD 2-1 1=-160/619, 11-12=-160/619, 7-12=-160/619, 7-13=-1601619, 6-13=-160/619 WEBS 3-7=0/307, 3-6=-647/167 NOTES (9) 1) Wind: ASCE 7-10, 140mph (3-second gust) Vasd=108mph, TCDL=4.2psf: BCDL=3.Opsf, h=15ft; Cat, 11, Exp B: Encl_ GCpi=0.18, MWFRS (envelope). Lumber DOL=1,60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * 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 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4, 5 except (jt=lb) 2=184, 6) "Semi -rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 19 lb down and 90 lb up at 1-4-15, 19 lb down and 90 lb up at 1-4-15, 6 lb down and 40 lb up at 4-2-15, 6 lb down and 40 lb up at 4-2-15, and 38 lb down and 58 lb up at 7-0-14, and 38 lb down and 58 lb up at 7-0-14 on top chord, and 22 lb up at 1-4-15, 22 lb up at 1-4-15, 12 lb down and 12 lb up at 4-2-15, 12 lb down and 12 lb up at 4-2-15, and 52 lb down and 6 lb up at 7-0-14, and 52 lb down and 6 lb up at 7-0-14 on bottom chord. The design/selection of such connection device(s) is the responsibility of others, 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 9) "This manufactured product is designed as an individual building component. The suitability and use of this component for any particuo", h(11,11 building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code," 616 ...... LOAD CASE(S) Standard 1) Regular: Lumber Increase= 1.25, Plate Increase= 1 .25 Uniform Loads (plf) Vert: 1-4=-44, 2-5=-20 Concentrated Loads (lb) STAI'E OF Vert: 8=80(F=40, 6=40) 9=65(F=33, B=33) 10=-63(F=-31, 6=-31) 1 1=22(F=1 1, B=1 1) 12=-12(F=-6, B=-6) 13=-52(F=-26, B OR Robert W. Wall. PE 46021 24710 State Road 54 Lutz. F1 33559 05/24/2012 I1202GAR jT01 2-0-0 10 1 =MA0518011 Z34U S Mar 28 ID: WMgURhSIJlbByvnElOunBUzYL 20-8.10 6-7-10 3x6 -- 3x4 3x4 3x4 = 3x6 -::: Scale = 1:50.3 I 70 9-7-15 18-6-1 28-2-0 Plate Offsets (X Y} 12 0-1-1Q Edgej [8.0 1 1o,Edgej LOADING (psf) SPACING 2-0-0 CSI DEFL in loc) I/deft L/d PLATES GRIP TCLL 20A Plates Increase 1.25 TC 0,55 Vert(LL) 0.20 8-10 999 240 MT20 244/190 TCDL TO Lumber Increase 1.25 BC 0,99 Vert(TL) 0,54 8-10 609 180 BGLL 00 Rep Stress Incr YES WB 0.27 Horz(TL) 0.11 8 n/a n/a BCDL 10.0 Code FBC2010tTP12007 i Matrix) Weight: 121 lb FT = 20% LUMBER TOP CHORD 2x4 SP No.2 'Except' Ti: 2x4 SYP NOAD SOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS (lb/size) 2=983/0-8-0 (min. 0-1-8), 8=983/0-8-0 (min. 0-1-8) Max Horz 2=62(LC 16) Max Uplift2=-291(LC 8), 8=-291(LC 9) Max Grav2=1144(LC 2), 8=1144(LC 2) BRACING TOP CHORD Structural wood sheathing directly applied or 3-4-11 oc purlins. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide____ _ FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2501/1121, 3-4=-2223/984, 4-5=-2169/1000, 5-6=-2169/1000, 6-7=-2223/984, 7-8=-2501/1121 BOT CHORD 2-12=-938/2313, 11-12=-547/1549, 10-11=-547/1549, 8-10=-96112356 WEBS 5-10=-267/729, 7-10=451/337, 5-12=-267/729, 3-12=-451/337 NOTES (7) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; 140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3Apsf; h=15ft; Cat. II; Exp B; End., GCpi=0.18, MWFRS (envelope) and C-C Exterior(2) zone;C-C for members and forces & MWFRS for reactions shown. Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10,0 psf bottom chord live load nonconcurrent with any other live loads. 4) * 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 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=291, 8=291. 6) "Semi -rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 7) "This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." LOAD CASE(S) Standard<<i## 0 4 • STATE OF Robert W. Wall, PE 46021 24710 State Road 54 [,,Utz. F133559 05/24/2012 1202GAR I T02 jCOIVIIVION I8 1=MA0518012 Job Reference (optional)..- Builders FirstSource, Tampa] Plant City, Florida 33566 7 340 s Mar 28 2012 Mffek industries, Inc. Thu Ma 1 q 24 13 44 26 2012 Pa?T,3ID:WMgURhSlJlbSyvnElOuiiBUzYL7h-V\tbCawx2JnGuWZDg3fSkXPt j?6iTdqll8ZKellzD 75-6_ 14-1 -0 2-0-0 7-5-6 6-7-10 6-7-10 7-5-6 Scale. 114'=l' 4,00 12 46 5 5xb 3x4 : 3x4 :- 3x4 : 7-15 U-5-0 RI -ate -Offsets (X,Y)__J? 0-3-14,0-1-Elj [7:0-3-0,Ed el psf) PLATES GRIPLOADINGSPACING2-0-0 CS1 DEFL in (too) I/defl L/d TCLL 20,0 Plates Increase 1.25 TC 0,77 Vert(LL) -0,20 2-10 >999 240 MT20 244/190 TCDL 70 Lumber Increase 1,25 BC 0.99 Vert(TL) -0.55 2-10 >600 180 BCLL 00 Rep Stress Incr YES WB 0,30 Horz(TL) 0,10 7 rile n/a BCDL 10, 0 Code FBC201 01T P 12007 (Matrix) Weight: 118 lb FT = 20% LUMBER BRACING TOP CHORD 2x4 SP No,2 *Except* TOP CHORD Structural wood sheathing directly applied or 2-5-6 oc purii ns, T1: 2x4 SYR NoAD BOT CHORD Rigid ceiling directly applied or 2-2-0 oc - - ---- bracing, BOTCHORD 2x4 SP No,2 *Except* MiTek recommends that Stabilizers and required cross bracing B2: 2x4 SYR No,1D be installed during truss erection, in accordance with Stabilizer WEBS 2x4 SP No,3 Installation guide - REACTIONS (lb/size) 7=88210-3-8 (min. 0-1-8), 2=993/0-8-0 (min, 0-1-8) Max Harz 2=70(LC 16) Max Uplift7=-201 (LC 9), 2=-293(LC 8) Max Grav7=1019(LC 2), 2=1 156(LC 2) FORCES (lb) - Max. Comp,/Max, Ten, - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2536/1152, 3-4=-225811014, 4-5=-2204/1031, 5-6=-2273/1058, 6-7=-255711190 BOT CHORD 2-10=-101812352, 9-10=-607/1549, 8-9=-607/1549, 7-8=-1058/2373 WEBS 5-8=-302/748, 6-8=-461/360, 5-10=-262/722, 3-10=-451/338 NOTES (7) 1 ) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10, 140mph (3-second gust) Vasd=108mph, TCDL=4,2psf; BCDL=3.Opsf, h=15ft: Cat. il, Exp B, Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone,C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1,60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * 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 2-0-0 wide will fit between the bottom chord and any other members, 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 7=201, 2=293, 6) "Semi -rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 7) "This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." LOAD CASE(S) Standard STATE OF • PY/0NAL Robert W. Wall, PE 46021 24710 State Road 54 Lutz. 1`133559 05/24/2012 1202GAR T03 IHIP 1 1 MA0518013 Job Reference (optional) Bwlders Fimt3ource, Tampa, Plant City, Flonda 33W 7.340 s Mar 28 2012 M Tek Industnes, Inc. Thu May 24 13 44-27 2012 1 ID WMgURhSIJlbByvnElOunBUzYL7h-_nmy7H3xYZ1 NBNFGD9Fr , , 'W7JMARvND4CaU: 2-0.0 } 6-10-14 13-0-0 15-2-0 21-3-2 28-2-0 30-2-0___I2-6-0 6-14-14 6-1-2 2-2-0 6-1-2 6-10-14 2-0-0 Scale = 1 51.1 410 = 46 _ 3x6 _ 3x63x4 2x4 ii 3x6 == 2x4 1' 3x4 = 13-0-0 28-2-06-10-14 ...... .1-5-2-0 6-10-14 6-1-2 2-2-0 21-3-2 6-1-2 6-10-14 Plate Offsets (X Y): j2 0 3-O.Edgej 4:0 5 8 0 2-Oj, [7.0-3-0_ Edge] _— LOADING (psf) SPACING 2-0-0 CSI DEFL in loc) Itdefl L!d PLATES GRIP TCLL 20 0 Plates Increase 1.25 TC 0,53 Vert(LL) 0,19 12-13 >999 240 MT20 244/190 TCDL TO Lumber Increase 1.25 BC 0,69 Vert(TL) 0 39 12-13 >847 180 BCLL 0.0 Rep Stress Incr YES WB 0,73 Horz(TL) 0,12 7 n/a n/a BCDL 10.0 Code FBC2010/TP12007 (Matrix) Weight: 136 Ib FT = 20% LUMBER BRACING TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-0-5 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-8 oc bracing. WEBS 2x4 SP No.3 MITek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation quids REACTIONS (lb/size) 2=983/0-8-0 (min. 0-1-8), 7=983/0-8-0 (min. 0-1-8) Max Horz 2=57(LC 16) Max Uplift2=-296(LC 8), 7=-296(LC 9) Max Grav 2= 1 144(LC 2), 7=1144(LC 2) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2572/1099, 3-4=-1805/828, 4-5=-1691/827, 5-6=-1807/829, 6-7=-2571/1098 BOT CHORD 2-13=-920/2376, 12-13=-920/2376, 11-12=-583/1671, 10-11=-583/1671, 9-10=-942/2418, 7-9=-942/2418 WEBS 3-13=0/277, 3-12=-813/389, 4-12=-111/349, 5-10=-112/352, 6-10=-809/388, 6-9=0/276 NOTES (8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; 140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1,60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) except of=lb) 2=296, 7=296. 7) "Semi -rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 8) "This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." . QG FFN f " o STATE OF A LOAD CASE(S) Standard Robert W. Wall, Pt' 46021 24710 State Road 54 Lutz, F l 33559 05/24/2012 1202GAR T04 IHIP 1 1 MA0518014 ceI _ _ _ _ 1 1111111-111 -1111111 --------- I "I'll, --- 11111—- . Job Referen 1111-1----, 1 iona i-n-pt I ----- suild-ers-Fir-StSoutce, Tampa, Plant City. France 33566 7.340 s Mat 28 2012 Mi7ek Industries, Inc. Thu May 24 13 44 28 2( ID:WMgURhSlJlb8yvnElOunBUzYL7h-TzJLLd4ZJt9DpXqS(nsm?UID2LwQC5(IJ2btr 2-0-0 6-10-14 13-0-0 15 - -2-0 21:3-2 26-2-0 2-0-0 6-10-14 6-1-2 2-211 6- 1 .2 6-10-14 410 46 Scale = 1 49,0 3x6 3X6 2x4 I 3x4 - 3x8 2x4 3x4 - 9-0 LOADING (psf) j SPACING 2-0-0 CS1 DEFL in loc) I/defl L/d PLATES GRIP TCLL 20,0 Plates Increase 1,25 TC 0,84 Vert(LL) 0,20 11 >999 240 MT20 2441190 TCDL 7 Lumber Increase 1,25 BC 0,84 Vert(TL) -0.40 11-12 >823 180 BCLL 0 00 RepStress Incr YES WS 0,76 Horz(TL) 0,13 7 n/a n/a BCDL 10.0 Code FBC2010/TP[2007 (Matrix) Weight: 133 Ild FT = 20% LUMBER BRACING TOP CHORD 2x4 SP No,2 TOP CHORD Structural wood sheathing directly applied or 2-8-14 oc purlins. BOT CHORD 2x4 SP No,2 BOT CHORD Rigid ceiling directly applied or 5-6-7 oc bracing. WEBS 2x4 SP No,3 I recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation _guide. REACTIONS (lb/size) 7=882/0-3-8 (min. 0-1-8), 2=993/0-8-0 (min, 0-1-8) Max Horz 2=66(LC 16) Max Uplift7=-206(LC 9), 2=-298(LC 8) Max Grav7=1019(LC 2),2=1156(LC 2) FORCES (lb) - Max. Comp./Max. Ten, - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2609/1130, 3-4=-1843/862,4-5=-1730/860, 5-6=-1848/864, 6-7=-2645/1184 BOT CHORD 2-12=-1000/2416, 11-12=-1000/2416, 10-1 1=-642/1669, 9-10=-642/1669, 8-9=-1057/2447, 7-8=-1057(2447 WEBS 3-12=0/277, 3-11=-810/386, 4-11=-117/354. 5-9=-1271363, 6-9=-840/446, 6-8=0/285 NOTES (8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; 140mph (3-second gust) Vasd=108mph, TCDL=4.2psf: BCDL=3.Opsf; h=15ft, Cat. 11; Exp B; Enci- GCpP:0.18, MWFRS (envelope) and C-C Exterior(2) zone:C-C for members and forces & MWIFIRS for reactions shown, Lumber DOL=1.60 plate grip DOL=1,60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10,0 psf bottom chord live load nonconcurrent with any other live loads. 5) * 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 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 7=206, 2=298, 7) "Semi -rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 8) "This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." 0 LOAD CASE(S) Standard Robert W. Wall. PE46021 24710 State Road 54 Lutz, FI 33579 STATE OF Y10NAt 0.00 05/24/2012 12020AR 1 MA0518015 L i 1 1-------___1_1- - - ___ _ ___ Job Reference(ptional). .............. ... -- ---- ------ Builders FirstSource, Tampa, Plant City, Florida 33566 7.340 s Mar 28 2012 MiTek Industries, Inc, Thu May 24 13 44 28 2012 Pa e 1 ID:WMgURhSlJlb8yvnElOunBUzYL7h-TzJLLd4ZJt9DpXqSmsin?UID5UwUQ5i?2btpl6wzD,cl 2-0-01 5-10-14 11-0-0 17-2-0 -028-2-0 30-2 2-6--o- 2-0-0 5-16-14 5-1-2 6-2-0 5-10-14 Scale = 1 51 1 410 4 4x6 3x6 = - 3x4 3x6 2x4 11 3x4 3x8 -- 2x4 LOADING (psf) SPACING 2-0-0 CS1 DEFL in too) I/defl L/d PLATES GRIP TCLL 20.0 Plates Increase 1,25 TC 0,64 Vert(LL) 0,18 10 >999 240 MT20 244/190 TCDL TO lumber Increase 1.25 BC 0.63 Vert(TL) -0,38 10-12 >873 180 BCLL 0.0 RepStress Incr YES WS 0,39 Horz(TL) 012 7 n/a n/a SCOL 10.0 Code FBC2010/TP12007 Matrix) Weight: 133 lb FT = 20% LUMBER BRACING TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-1-12 oc purlins. BOT CHORD 2x4 SP No,2 BOT CHORD Rigid ceiling directly applied or 6-1-0 oc bracing. WEBS 2x4 SP No,3 I - - Vimfe - k _ recommends - that -_ Stabilizers I and - required - - I - - cross - - 11 bracing be installed during truss erection, in accordance with Stabilizer installationquide. REACTIONS (lb/size) 2=983/0-8-0 (min. 0-1-8), 7=983/0-8-0 (min. 0-1-8) Max Horz 2=50(LC 12) Max Uplift2=-304(LC 8), 7=-304(LC 9) Max Grav2=1144(LC 2), 7=1 144(LC 2) FORCES (lb) - Max, Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2600/1088, 3-4=-2016/895, 4-5=-19001885, 5-6=-2016/895, 6-7=-2600/1088 BOT CHORD 2-13=-916/2405, 12-13=-916/2405, 11-12=-670/1881, 10-11=-670/1881, 9-10=-939/2447, 7-9=-939/2447 WEBS 3-12=-612/285, 4-12=-71/363, 5-10=-68/363, 6-10=-610/285 NOTES (8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; 140mph (3-second gust) Vasd=108mph, TCDL=4,2psf; BCDL=3.Opsf; h=15ft; Cat. 11, Exp B; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone,C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1,60 plate grip DOL=1,60 3) Provide adequate drainage to prevent water ponding, 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20,Qpsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Ot=(b) 2=304, 7=304, 7) "Semi -rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss, 8) "This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." LOAD CASE(S) Standard al? STATE OF 10iYtONAL Robert W. Wall, PE 46021 24710 State Road 54 Lutz, FI 33559 05/24/2012 1202GAR i T06 ys FirstSource, Tampa, Plant City, Florida 33566 7 340 s Mar 28 2012 MiTek Industries, Inc. Thu M;24 13 44 29 2( ID:WMgURhSlJlb8yvnElOunBUzYL7h-xAtiYz5B4BH4RhPeKaI kDq9wCW 2-0-01-- __ 5-1 - 0 - - I - 4 11-0-0 22-,3,--2 -- ------- ---- ------------- - -- 28-2-0 2-0-0 5-10-14 5-1-2 6-243 5-1-2 5-10-14 410 46 1; Scale = 1 49 0 ux 7 3X6 Ub 2x4 !I 3x4 3X4 - 3X8 = 2x4 17-2-0 LOADING (psf) SPACING 2-0-0 CS1 DEFL in loc) I/defl L/d PLATES GRIP TCLL 20,0 Plates Increase 1.25 TC 0.84 Vert(LIL) 0.20 9 >999 240 MT20 244/190 TCDL TO Lumber Increase 1,25 BC 0,92 Vert(TL) -0,40 9-11 >831 180 SCLL 0,0 Rep Stress Incr YES WB 0,41 Horz(TL) 0,12 7 n1a n1a BCDL 10,0 Code FBC2010/TP12007 (Matrix) Weight: 130 lb FT = 20% LUMBER BRACING TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-11-2 oc purtins. BOT CHORD 2x4 SP No,2 BOT CHORD Rigid ceiling directly applied or 5-7-0 oc bracing. WEBS 2x4 SP No,3 I - I - Mi—Tekreco-m-m-encis that Stabilizers and rrequired crass -- bracing be installed during truss erection, in accordance with Stabilizer REACTIONS (lb/size) 7=882/0-3-8 (min. 0-1-8), 2=993/0-8-0 (min. 0-1-8) Max Harz 2=59(LC 8) Max UpI ift7=-213(LC 9), 2=-306(LC 8) Max Grav 7= 10 1 9(LC 2), 2= 1 156(LC 2) FORCES (lb) - Max, Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2636/1118, 3-4=-2054/929, 4-5=-1945/926, 5-6=-2063/939, 6-7=-2680/1187 BOT CHORD 2-12=-995/2444, 11-12=-995/2444, 10-11=-734/1888, 9-10=-734/1888, 8-9=-1067/2484, 7-8=-1067/2484 WEBS 3-11=-609/282, 4-11=-72/363, 5-9=-851374, 6-9=-644/351 NOTES (8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; 140mph (3-second gust) Vasd=108mph, TCDL=4.2psf, BCDL=3,Qpsf: h=15ft, Cat. 11; Exp B, Encl., GCpi=0,18. MWFRS (envelope) and C-C Exterior(2) zone:C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1,60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * 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 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Ot=lb) 7=213. 2=306. 7) "Semi -rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 8) "This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI I as referenced by the building code." I Vy -0 F N STATE OF YIONA LOAD CASES) Standard Robert W. Wall, 11F. 46021 24710 State Road 54 Lutz, Fl 33559 05/24/2012 11202GAR IT07 IHIP 1 ! MA0518017 i 6 ors FirstSource, Tampa, Plant City, Florida 33566 7.340 s Mar 28 2012 MiTek Industnes, Inc Thu May 24 13.4430 2012 Pa gge 1 I D: WMgU RhSIJlb8yvnElOun BUzYL7h-PMR5mJ6prUPx2q_quHoTZjJU V15zZepL3BI SAozDHc 2-0-0 4-10-14 9-0-0 14-1-0 _ .,. 19 2-0 23-3-2 --;---- 28-2-0 2-0-0 i -- 4-10-14 4-1-2 5-1-0 5-1.0 4-1-2 4-10-14 2-0-0 Scale = 1 51 1 4x6 -- 3x8 -= 46 -- 3x6 =_-. . _ 12 .. . _ 3x6 3x8 -_ 3x4 2x4 3x8 - 9-0-0 14-1_0 2-0 9-0-0 5-1-0 19 5-1-0 9 0 0 Plate Offsets_{X,Y_L2 0-1-6_Edgej [8_0-1-6,Edge1 _ _ _ 0— ---- i LOADING (psf) SPACING 2-0-0 CS1 DEFL In loc) I/deft Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0,48 Vert(LL) 0,21 11 >999 240 MT20 2441190 TCDL TO Lumber Increase 1.25 BC 0,89 Vert(TL) -0,50 2-13 >664 180 BCLL 0.0 Rep Stress Incr YES WS 0,31 Horz(TL) 012 8 n/a n/a BCDL 10.0 Code FBC2010fTP12007 (Matrix) Weight: 133 lb FT = 20% LUMBER BRACING TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-3-4 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 SP No.3 M i--- Tek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide REACTIONS (lb/size) 2=98310-8-0 (min. 0-1-8), 8=983/0-8-0 (min. 0-1-8) Max Horz 2=43(LC 10) Max Uplift2=-310(LC 8), 8=-310(LC 9) Max Grav 2= 1 144(LC 2), 8=1144(LC 2) FORCES (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2559/1108, 3-4=-2229/937, 4-5=-2115/925, 5-6=-2115/925, 6-7=-2229/937, 7-8=-2558/1108 BOT CHORD 2-13=-939/2376, 12-13=-900/2385, 11-12=-900/2385, 10-11=-900/2385, 8-10=-962/2418 WEBS 3-13=-348/234, 4-13=-120/458, 5-13=-444/198, 5-10=-444/198, 6-10=-120/457, 7-10=-347/234 NOTES (8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10, 140mph (3-second gust) Vasd=108mph, TCDL=4.2psf, BCDL=3.Opsf, h=15ft, Cat. 11, Exp B; Encl_ GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone,C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1_60 plate grip DO L=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' 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 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=310. 8=310, 7) "Semi -rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 8) 'This manufactured product is designed as an individual building component. The suitability and use of this component for any, particular*tikat+lttq building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." •'' w J Wr, 1% LOADCASE( S) Standard ,Q•tGENS '•f 4 R STATE OF Robert W . Wall, PE 46021 24710 State Road 54 Lutz, F133559 05/24/2012 1202GAR I T08 IHIP I1 1 MA0518018 1 -2-0-0 4-10-14 9-0-0 14-1-0 19-2-0 23-3-2 28-2-0111 2-0-0 4-10-14 5_l _b _4-_1-_2_ 44 3x8 - 46 : Scale = 1 49.1 3X6 11 3x6 3x8 30 3X8 2x4 LOADING (psf) SPACING 2-0-0 CS1 DEFL in loc) I/clefl Ud PLATES GRIP TCLL 20,0 Plates Increase 1,25 TC 0,841 Vert(LL) 0,22 10 >999 240 MT20 244/190 TCDL 7,0 Lumber Increase 1.25 BC 0,95 Verl(TL) -0.56 8-9 >598 180 BCLL 0,0 Rep Stress Incr YES WS 0,32 Horz(TL) 0,13 8 n/a n/a BCDL 10,0 Code FBC2010/TP12007 i(Matrix) Weight: 130 lb FT = 20% LUMBER BRACING TOP CHORD 2x4 SP No,2 TOP CHORD Structural wood sheathing directly applied or 3-1-5 oc purlins. BOTCHORO 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc, bracing. WEBS 2x4 SP No.3 Mffe-k recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide, REACTIONS (lb/size) 8=882/0-3-8 (min. 0-1-8), 2=993/0-8-0 (min. 0-1-8) Max Horz 2=53(LC 10) Max Uplift8=-219(LC 9), 2=-312(LC 8) Max Grav8=1019(LC 2), 2=1 156(LC 2) FORCES (11b) - Max, Comp./Max. Ten, -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2594/1139, 3-4=-22671970, 4-5=-2151/956, 5-6=-2168/981, 6-7=-2284/997, 7-8=-2649/1217 BOT CHORD 2-12=-1018/2414, 11-12=-97412401, 10-11=-974/2401, 9-10=-974/2401, 8-9=-110312474 WEBS 3- 12=-345/231, 4-12=-130/469, 5-12=-465/210, 5-9=-428/168, 6-9=-143/474, 7-9=-392/296 NOTES (8) 1) Unbalanced roof live loads have been considered for this design, 2) Wind: ASCE 7-10; 140mph (3-second gust) Vasd=108mph, TCDL=4.2psf: BCDL=3.Opsf, h=15ft, Cat. 11, Exp B, Encl., GCpi=0.18, MWFRS (envelope) and C-C Exterior(2) zone,C-C for members and forces & MWFRS for reactions shown: Lumber DOL=1,60 plate grip DOL=1 60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10,0 psf bottom chord live load nonconcurrent with any other live loads, 5) * 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 2-0-0 wide will fit between the bottom chord and any other members, 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Ot=lb) 8=219, 2=312, 7) "Semi - rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss, 8) "This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI I as referenced by the building code." pctD STATE OF es. LOAD CASE( S) Standard Robert W. Wall, Pl"46021 24710 State Road 54 Lutz, F1 33559 05/24/2012 11202GAR IT09 HIP ers FirstSource, Tampa, Plant City, Florida 33566 7 340 s Mar 28 2012 MTek Industnes. Ina Thu May 24 13 44 32 2U12 I D: WMgURh SlJlb8yvnElOun BUzYL7h-L1ZrA?74M6ff188D?irxf8OkrXud 1 N5evW nzEh; 2-0 0 3.10-14 7-0-0-11-9-4 _ 16-4-12 21-2-0 24-3-2 .._ 28-2-0 30-2-0 3 - 2-0-0 } 3-10-14 1 3-1-2 4.9-4 4-7-8 4-9-4 3-1-2 -10-14 2-0-0 Scale = 1.51.1 4.00 JQ 6x8 _ 3x8 - 2x4 7x10 4 16 17 5 18 19 6 20 21 7 4x10 __-- - 22 23 24 13 20 _. 2b 2/ axle 3x8 -:- 7xl4 MT20H WB 410 =:=- 3x4 2x4 7-0-0 11-9-4 16-4-12 _-----__._. ..-----....... 21-2-0 28-2-0 ..._._ 7-0-0 4-9-4 4-7_8 4-9-4 7-0-0 Plate Offset,Y}:___ [4 0 4-0,,0 2-6j. LOADING (psf) SRACING 2-0-0 CSI DEFL in loc) I/deft L/d PLATES GRIP TCLL 20.4 Plates Increase 1.25 TC 0,88 Vert(LL) -0,32 12-14 >999 240 MT20 244l190 TCDL TO Lumber Increase 1,25 BC 0,43 Vert(TL) -0,77 12-14 >426 180 MT20H 187/143 BCLL 0.0 * Rep Stress Incr NQ WB 0,96 Horz(TL) 0,13 9 n/a n/a BCDL 10.0 Code FBC2010/TP12007 Matrix) 111 Weight: 169 lb FT = 20% LUMBER BRACING TOP CHORD 2x4 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied or 1-9-9 oc purlins. T2: 2x6 SYP No.2 BOT CHORD Rigid ceiling directly applied or 8-7-10 oc bracing. BOT CHORD 2x6 SYP 240OF 2.0E MiTek recommends that Stabilizers and required cross bracing WEBS 2x4 SP Nc.3 be installed during truss erection, in accordance with Stabilizer Installation_ guide__-______ REACTIONS (lb/size) 2=1762/0-8-0 (min. 0-1-11), 9=1762/0-8-0 (min. 0-1-11) Max Horz 2=39(LC 6) Max Uplift2=-539(LC 4), 9=-540(LC 5) Max Grav 2=2035(LC 2), 9=2035(LC 2) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-5112/1189, 34=-5107/1175, 4-16=-4922/1139, 16-17=-4922/1139, 5-17=-4924/1140, 5-18=-6438/1518, 18-19=-6438/1518,6-19=-6438/1518, 6-20=-6440/1519, 20-21=-6438/1519, 7-21=-6438/1519, 7-8=-5120/1182, 8-9=-5122/1199 BOT CHORD 2-15=-1099/4779, 15-22=-1460/6481, 22-23=-1460/6481, 14-23=-1460/6481, 14-24=-1460/6481, 13-24=-1460/6481 , 13-25=-1460/6481, 12-25=-1460/6481, 12-26=-1051/4888, 26-27=-1051/4888, 11-27=-1051/4888, 9-11=-1069/4788 WEBS 3-15=-144/262, 4-15=-157/1104, 5-15=-1761/432, 5-14=0/373, 6-12=-521/233, 7-12=425/1768, 7-11=0/565, 8-11=-143/261 NOTES (11) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10, 140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3 Opsf, h=15ft, Cat. 11, Exp B; Encl., GCpi=0.18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * 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 2-0-0 wide will fit between the bottom chord and any other members. 7 Provide mechanical connection b others of truss to bearing taYt+t# y ) g plate capable of withstanding 100 lb uplift at joint(s) except (jt=1b} 2=539, 9=540. `P Qi j4•r w8) "Semi -rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 219 lb down and 151 lb up at 7 -e?,«*` 1',1C E*`• 99 lb dawn and 78 lb up at 9-0-12, 99 lb down and 78 lb up at 11-0-12, 99 lb down and 78 lb up at 13-0-12, 99 lb down and 78 Ib j p at.* 15-1-4, 99 lb down and 78 lb up at 17-1-4, and 99 lb down and 78 lb up at 19-1-4, and 179 lb down and 151 lb up at 21-2-0 on to# chord, and 322 lb down and 56 lb up at 7-0-0, 79 lb down and 1 lb up at 9-0-12, 79 lb down and 1 lb up at 11-0-12, 79 lb down am lb up at 13-0-12, 79 lb down and 1 lb up at 15-1-4, 79 lb down and 1 lb up at 17-1-4, and 79 lb down and 1 lb up at 19-1-4, and 32Z.1 STATE OFand56lbupat21-1-4 on bottom chord. The design/selection of such connection device(s) is the responsibil ity of others. . ,0 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). „* •, cf P4 « 11) "This manufactured product is designed as an individual building component. The suitability and use of this component for any + x' •*...... ^ particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." '+.;'S/pNAL li i'" Mffff *Andard ' 0#1415#1114*0 Robert W. Wall. PE 46021 24710 State Road 54 Lutz, F1 33559 05/24/2012 1202GAR ITN 1 HIP 7 340 s Ma' 28 ID:VVMgURhSlJtb8yVnElOunBUzYL LOAD CASE(S) Standard 1) Regular: Lumber Increase= 1,25, Plate Increase= 1.25 Uniform Loads (plf) Vert: 1-4=-44, 4-7=-44, 7-1 0=-44, 2-9=-20 Concentrated Loads (lb) Vert: 4=-148(F) 7=-148(F) 15=-244(F) 11=-244(F) 16=-82(F) 17=-82(F) 18=-82(F) 19=-82(F) 20=-82(F) 21=-82(F) 22=-47(F) 23=-47(F) 24=-47(F) 25=-47(F) 26=-47(F) 27=-47(F) STATE OF Robert W. Wall, PF. 46021 24710 State Road 54 Lutz, Fl 33559 05/24/2012 1202GAR [T10 M P 1 1 MA0518020 Job Reference t9ptiona2_, Ruddersrriders Fi r stSource, Tampa, Plant City, Florida 33566 7.340 s Mar 28 2012 MiTek Industries, Inc Thu May 24 13 44 34 2012 Page 1 1():VVMgURhSiJlb8yvnElOunBUzYL7h-H7hcbg9KuivNXSHc77tPk2T7xLV2VLXx _pG31azDHbx 2-0 -0 3-10-14 7-0-0 11-9A 16-4-12 21-2-0 24-3-2 28-2-0 1 - ... ... .................... . .. 2-0-0 3- - 10-14 3_1-2 4 44 4 7 8 4-9-4 Scale = 1 48 9 4 00[Q 6X8 3X8 - 2A , 7x10 4 15 16 5 17 18 6 19 20 7 5x6 21 22 - 23 12 24 1 25 26 3X8 2x4 6x8 : 4x10 3x4 7-0-0 16-4-12 1 _274-0 16 - - - 7-0.0 4_9_4 4-718 4-9-4. - 7 -0 0-5 -0 Plate lOffsets _(X,Y)': 17:0-3-8,0-4-81 __ --7--10,0-0-5112:0 [9:0 LOADING (psf) SPACING 2-0-0 CS1 DEFL in loc) I/defl L/d PLATES GRIP TCLL 20,0 Plates Increase 1 25 TC 0.65 Vert(LL) -0,35 11-13 >961 240 MT20 244/190 TCDL TO Lumber Increase 1,25 BC 0,75 Vert(TQ -0,46 13 >725 180 BCLL 0.0 Rep Stress Incr NO WB O65 Horz(TL) 0,09 9 n/a n/a BCDL 10,0 Code FBC2010ITP12007 Matrix) Weight: 166 lb FT = 20% LUMBER BRACING TOP CHORD 2x4 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied or 2-7-7 oc purlins. T2: 2x6 SYP No.2 BOT CHORD Rigid ceiling directly applied or 4-8-4 oc bracing. BOT CHORD 2x6 SYP No.2 MiTek recommends t--hatStabiliz-e-r-s---an drequired --- cross -bracing -_ WEBS 2x4 SP No.3 be installed during truss erection, in accordance with Stabilizer Installation _ guide,_--__ REACTIONS ( lb/size) 2=1336/0-8-0 (min. 0-1-14), 9=701/0-3-8 (min. 0-1-8) Max Horz 2=51(LC 4) Max Uplift2=-795(LC 4), 9=-919(LC 5) Max Grav 2= 1 604(LC 2), 9=929(LC 2) FORCES ( lb) - Max. Comp./Max. Ten, - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3858/1938, 3-4=-3789/1985, 4-15=-3638/1928, 15-16=-363911929, 5-16=-3641/1929, 5- 17=-3422/3343, 17-18=-3422/3343,6-18=-3422/3343, 6-19=-342413344, 19-20=-3422/3344, 7- 20=-3421/3344, 7-8=-2206/2773, 8-9=-2444/2773 BOT CHORD 2-14=-1813/3599, 14-21=-2793/4255, 21-22=-2793/4255, 13-22=-279314255, 13- 23=-2793/4255, 12-23=-2793/4255, 12-24=-2793/4255, 11-24=-2793/4255, 11- 25=-2609/2056, 25-26=-2609/2056, 10-26=-260912056, 9-10=-260012288 WEBS 4-14=-398/697, 5-14=-719/1035, 5-13=01330, 5-11=-105210, 6-11=-541/229, 7- 11=-758/1590, 7-10=-482/0, 8-10=-288/19 NOTES ( 10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10, 140mph (3-second gust) Vasd=108mph, TCDL=4.2psf; BCDL=3.Opsf, h=15ft: Cat, 11, Exp B, End , GCpi=0181 MWFRS ( envelope), Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding, 4) This truss has been designed for a 10,0 psf bottom chord live load nonconcurrent with any other live loads. 5) * 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 2-0-0 wide will fit between the bottom chord and any other members, 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Ot=lb) 2=795, 7) " Semi -rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. W. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 219 lb down and 151 lb up at 7-o, c N'S * - '< 99Ilddownand78lbupat9-0-12, 99 lb down and 78 lb up at 11-0-12, 99 lb down and 78 lb up at 13-0-12, 98 Ito down and 80 lb e ' ,... 15- 1-4, 98 lb down and 80 lb up at 17-1-4, and 98 lb down and 80 lb up at 19-1-4, and 180 lb down and 154 lb up at 21-2-0 on tolf chord, and 322 lb down and 56 Ito up at 7-0-0, 79 lb down and 1 lb up at 9-0-12, 79 lb down and 1 lb up at 11-0-12, 79 lb down of 1 Id up at 13-0-12, 198 lb up at 15-1-4, 198 lb up at 17-1-4, and 198 Ito up at 19-1-4, and 529 lb up at 21-1-4 on bottom chord. The design/ selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). STATE OF 1 10) " This manufactured product is designed as an individual building component. The suitability and use of this component for any 0, % I 00, t ORJQP particular buildingistheresponsibilityofthebuildingdesignerperANSITPI1asreferencedbythebuildingcode." , ......... LO AD CASE(S) Standard Continued on page Robert W. Wall, PE46021 24710 State Road 54 Lutz, Fl 33559 ojYtONAL 05/ 24/ 2012 1202GAR IT10 (HIP LOAD CASE(S) Standard 1) Regular: Lumber Increase= 1.25, Plate Increase= 1 .25 Uniform Loads (plf) Vert: 1-4=-44, 4-7=-44, 7-9=-44, 2-9=-20 Concentrated Loads (lb) Vert: 4=-148(B) 7=-148(B) 14=-244(B) 10=529(B) 15=-82(B) 16=-82(8) 17=-82(B) 18=-81(B) 19=-81(6) 20=-81(B) 21=-47(8) 22=-47(B) 23=-47(8) 24=160(8) 25= 1 60(B) 26= 1 60(B) STATE! OF ORIQ?-' r 10 Robert W. Wall, PE46021 24710 State Road 54 LLI(Z. FI 33559 05/24/2012 11202GAR IT11 HIP i1 1 }MA0518021 ors FirWiource, Tampa, Plant City, Florida 33566 7.340 s Mar 28 2012 MiTek Industnes, Inc. Thu May 24 13:44:35 2012 ID WMgURhSIJlb8yvnElOunBUzYL7h-IKE_p09yf11E9csohrOeGmOlkkgVEpd4CTOdrO2 2-0-0 _ 3-10-14 7-0-0 11-11-0 16-10-0 19.11 2 23-10-0 25-10-0 2-0-0 3-10-14 31 2 4 11-0 4-11-0 .. 3-1.2 3-10-14 2_ -0 4x6 3x8 - I{ to t`J Lu 3x8 7x10 7- 1 6-10-0 4x6 3x8 -_ 23-10-0 Scale = 1:44.2 7 N 0,1 LOADING (pst) SPACING 2-0-0 CSI DEFL in loc) I/deft L d PLATES GRIP TCLL 20.0 Plates Increase 1,25 TC 0,64 Vert(LL) -0,22 11 >999 240 MT20 244/190 TCDL 7.0 Lumber Increase 1,25 BC 0,80 Vert(TL) -0,52 11 >534 180 BCLL 0.0 Rep Stress Incr NO WB 0.59 Horz TL 0,11 8 n/a n/a BCDL 10.0 Code FBC2010/TP12007 (Matra) Weight: 132 lb FT = 20% LUMBER BRACING TOP CHORD 2x4 SP No.2 `Except' TOP CHORD Structural wood sheathing directly applied or 2-5-2 oc puriins. T2: 2x4 SYP No. 1D BOT CHORD Rigid ceiling directly applied or 7-7-5 oc bracing. BOT CHORD 2x6 SYP No.2-- MiTek recommends that Stabilizers and required cross bracingWEBS2x4SPNo.3 be installed during truss erection, in accordance with Stabilizer installation_ guide_ REACTIONS (lb/size) 2=149510-8-0 (min. 0-2-1), 8=1495/0-8-0 (min. 0-2-1) Max Horz 2=-39(LC 5) Max Uplift2=-467(LC 4), 8=-469(LC 5) Max Grav 2=1726(LC 2), 8=1726(LC 2) FORCES (lb) -Max, Comp -/Max. Ten. -All forces 250 (lb) or less except when shown - TOP CHORD 2-3=-4207/975, 3-4=-4103/946, 4-13=-3933/915, 13-14=-3933/915, 5-14=-3933/915, 5-15=-3932/919, 15-16=-3933/919, 6-16=-3933/919, 6-7=-4103/946, 7-8=-4207/983 BOT CHORD 2-12=-897/3926, 12-17=-1068/4786, 17-18=-1068/4786, 11-18=-1068/4786. 11-19=-1068/4786, 19-20=-1068/4786, 10-20=-1068/4786, 8-10=-872/3926 WEBS 4-12=-89/878, 5-12=-989/255, 5-11=0/391, 5-10=-1013/260, 6-10=-91878 NOTES (10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10, 140mph (3-second gust) Vasd=108mph; TCDL=4.2psf, BCDL=3.Opsf, h=15ft, Cat. 11; Exp B; Encl., GCpi=0.18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ` 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 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) except {jt=1b) 2=467, 8=469, 7) "Semi -rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 219 lb down and 151 lb up at 7-0-0, 99 lb down and 78 lb up at 9-0-12, 99 lb down and 78 lb up at 11-0-12, 99 lb down and 78 lb up at 12-9-4, and 99 lb down and 78 lb up+N*tetpr at 14-9-4, and 179 lb down and 151 lb up at 16-10-0 on top chord, and 322 lb down and 56 lb up at 7-0-0, 79 lb down and 1 Ib up at ++ C9-0-12, 79 lb down and 1 lb up at 11-0-12, 79 lb down and 1 lb up at 12-9-4, and 79 lb down and 1 lb up at 14-9-4, and 322 lb dowry+' Q4band 56 lb up at 16-9-4 on bottom chord. The design/selecti on of such connection device(s) is the responsibility of others. ,•`1C 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 10) " This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." / LOAD CASE(S) Standard STATE OF 1) Regular Lumber Increase=1.25, Plate Increase=1.25 4 J Continued on page 2 Robert W , Wall, PE 46021 24710 State Roast 54 Lutz. 1`133559 05/24/2012 1202GAR IT11 I HIP 33566 7.340 s Ma( 28 2012 MiTek Ind ID:VVMgURhSlJlb8yvnElOunBUzYL7h-IKE_pO9yf1 1 LOAD CASE(S) Standard Uniform Loads (plo Vert: 1-4=-44, 4-6=-44, 6-9=-44, 2-8=-20 Concentrated Loads (1b) Vert: 4=-148(F) 6=-148(F) 12=-244(F) 10=-244(F) 13=-82(F) 14=-82(F) 15=-82(F) 16=-82(F) 17=-47(F) 18=-47(F) 19=-47(F) 20=-47(F) SlATE OF 0 R I'D x 04.SIONA Robert W. Wall. PF'46021 24710 State Road 54 [,,Utz. FI 33559 05/24/2012 JT12 HIP 1 I MA0518022 sudders F_irstSource. Tampa, Piant Oty, Florida 33566 7.340 s Mar 28 2012 MiTeK Industries. Inc Thu Ma - _u I2413443620 ID:WMgURhSlJlb8yvnElOun UzYL7h-EWoMOMAaQK95mlR_EYvtp_ZVG 87zNWER71ANS; 2-0-0 4-10-14 9-0-0 14-10-0 _18-11-2 23-10-0 25-10-0 2 4_1_ 2-0-004-16-14 4-1 _--- ------------- t 5-10-0 4- -2 Scale = 1 44.2 46 -- 4x 10 _ uy 6 3x8 - 3x4 = 3x4 9-0-0 14-10-0 23-10-0 9-0-0 5-10-0 9-0-0 Plate - Offsets CXyj._[2:0-1-6,Edgej [5:0-5-8,0-2-91,17110 1-15'Edgal LOADING ( Psf) SPACING 2-0-0 CSI DEFIL in loc) I/clefl L/d PLATES GRIP TCLL 20.0 Plates Increase 1,25 TC 0,53 Vert(LL) -0,18 7-9 >999 240 MT20 244/190 TCDL 7,0 Lumber Increase 1.25 BC 0.84 Vert(TL) -0A7 7-9 >592 180 BCLL 0.0 Rep Stress Incr YES WB 0,17 Horz(TL) 0,08 7 n/a n/a BCDL 10,0 Code FBC2010fTPI2007 (Matrix) 1, Weight: 109 lb FT = 20% 1_ 1 - __1 I ____ "I'll, I 1 .. ", , ___ LUMBER BRACING TOP CHORD 2x4 SP No,2 TOP CHORD Structural wood sheathing directly applied or 3-7-13 oc purlins. BOT CHORD 2x4 SP No,2 BOT CHORD Rigid ceiling directly applied or 6-7-14 oc bracing. WEBS 2x4 SP No.3 Mifek re-com mends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide, REACTIONS ( lb/size) 2=844/0-8-0 (min, 0-1-8), 7=844/0-8-0 (min, 0-1-8) Max Horz 2=-43(LC 9) Max Uplift2=-272(LC 8), 7=-272(LC 9) Max Grav 2=983(LC 2), 7=983(LC 2) FORCES ( Iti) - Max. Comp./Max. Ten, - All forces 250 (lb) or less except when shown, TOP CHORD 2-3=-2088/910, 3-4=-17441737, 4-5=-1646/732, 5-6=-17431738, 6-7=-2087/910 BOT CHORD 2-11=-753/1934, 10-11=-55511645, 9-10=-555/1645, 7-9=-775/1976 WEBS 3-11=-366/236, 4-11=-31/324, 5-9=-38/324, 6-9=-366/235 NOTES ( 8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; 140mph (3-second gust) Vasd=108mph, TCDL=4.2psf; BCDL=3.Opsf; h=15ft: Cat. 11, Exp 81 Encl.. GCpi=0.18: MWFRS ( envelope) and C-C Exterior(2) zone,C-C for members and forces & MWFRS for reactions shown, Lumber DOL=1.60 plate grip DOL= 1,60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10,0 psf bottom chord live load nonconcurrent with any other live loads, 5) * This truss has been designed for a live load of 20,Qpsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Ot=lb) 2=272, 7= 272, 7) " Semi -rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss, 8) " This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code " LOAD CASE(S) Standard .11", STATE OF Robert W. Wall, PE 46021 24710 State Road 54 [,Utz., 1`133559 05/24/2012 1202GAF2 (T13 JMIP<1 I MA0518029 Job ReferE 9B First50urce. Tampa. Mant City, Fldn(la :i3` 56 7-34U s Mar 213 2012 Mi l ek industries. Ina 1 hu May 24 13.44.31 2U12 ID: WMgURhSIJlb8yvnElOunBUzYL7h-iiMkEiBCBeHyOvOBoFQ6MB5hyYZpimiNgn Vkvu; 11-0-0 12-10 0 17-11 2 23-10-0 25-10-0 2-0-0 5-10-14.-- _ 5-1-2 1-10-0 5-1-2 ......... 5.10-14 2x4 it 410 4 4x6 5 3x4 .... 2x4 3x4 3x8 Scale = 1 44.2 5-10-14 0-0 12-10 0 17-11 2 23-10-0 5-10-14 Plate Offsets_(X,Y):_j2 0-3-Q,Edge1, j4:0-5-8_0-2-0j, 17 0-3-0,Edgej LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plates Increase 1,25 TC 0.40 Vert(LL) 0,13 12-13 >999 240 MT20 244/190 TCDL 7A Lumber Increase 1,25 SC 0,55 Vert(TL) 0,26 12-13 >999 180 BCLL 0,0 Rep Stress Incr YES WB 0 43 Horz(TL) 0,08 7 n/a n/a BCDL 10,0 Code FBC2010/TP12007 Matrix) Weight: 116 lb FT = 20% LUMBER BRACING TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-7-6 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-9-10 oc bracing. WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide REACTIONS (lb/size) 2=844/0-8-0 (min. 0-1-8), 7=844/0-8-0 min. 0-1-8) Max Horz 2=-50(LC 13) Max Uplift2=-264(LC 8), 7=-264(LC 9) Max Grav 2=983(LC 2), 7=983(LC 2) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2135/889, 3-4=-1507/682, 4-5=-1414/682, 5-6=-1509/682, 6-7=-2133/888 BOT CHORD 2-13=-729/1968, 12-13=-729/1968, 11-12=-471/1402, 10-11=-471/1402, 9-10=-751/2009, 7-9=-751/2009 WEBS 3-12=-665/304, 4-12=-88/289, 5-10=-89/293, 6-10=-661/303 NOTES (8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10: 140mph (3-second gust) Vasd=108mph, TCDL=4.2psf, BCDL=3.Opsf h=15ft, Cat. 11: Exp B; Encl., GCpi=0.18, MWFRS (envelope) and C-C Exterior(2) zone,C-C for members and forces & MWFRS for reactions shown, Lumber DOL=1,60 plate grip DO L=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' 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 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=264, 7=264. 7) "Semi -rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 8) "This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPl 1 as referenced by the building code." STATE OF LOAD CASE(S) Standard Robert W. Wall. PE 46021 24710 State Road 54 Lutz, FI 33559 05/24/2012 Job j'1`russ 1202GAR IT14 Plant Ory, Florida 3 2-0-0 6-4-6 2-0-0 6-4-6 j0 LOADING (psf) TCLL 20.0 TCDL 7,0 BCLL 0.0 BCDL 10.0 LUMBER TOP CHORD 2x4 SP No,2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No,3 k! 64-6 2-0-0 Scale = 1 43.5 3X4 --- 3x4 , 3x4 SPACING 2-0-0 CS1 DEFL in loc) I/defl L/d PLATES GRIP Plates Increase 1,25 i TC 0,45 Vert(LL) 0,14 8-10 >999 240 MT20 244/190 Lumber Increase 1,25 BC 0,73 Vert(TL) -0,32 2-10 >858 180 Rep Stress Incr YES WB 0,22 Horz(TL) 0,07 6 n/a n/a Code F B C 2 0 1 O/T P120 07 III Mat nx) Weight: 103 lb FT = 20% BRACING TOP CHORD Structural wood sheathing directly applied or 3-6-7 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-8-11 oc bracing, MiTek-recommends that Stabilizers-----an--d---require-d-c—ro—ss- bracing beinstalled during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 2=84410-8-0 (min. 0-1-8), 6=844/0-8-0 (min. 0-1-8) Max Horz 2=-53(LC 13) Max UPI ift2=-260(LC 8), 6=-260(LC 9) Max Grav 2=983(LC 2), 6=983(LC 2) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown, TOP CHORD 2-3=-20771910, 3-4=-1851/815, 4-5=-1851/815, 5-6=-2076/910 BOT CHORD 2-10=-747/1915, 9-10=-441/1301, 8-9=-441/1301, 6-8=-769/1958 WEBS 4-8=-212/603, 5-8=-3631271, 4-10=-212/603, 3-10=-363/271 NOTES (7) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; 140mph (3-second gust) Vasd=108mph, TCDL=4,2psf; BCDL=3.Opsf; h=15ft, Cat. 11; Exp B; Encl., GCpi=0,18, MWFRS (envelope) and C-C Exterior(2) zone,C-C for members and forces & MWFRS for reactions shown, Lumber DOL=1.60 plate gnp DOL=1,60 3) This truss has been designed for a 10,0 psf bottom chord live load nonconcurrent with any other live loads. 4) * 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 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Ot=lb) 2=260, 6=260, 6) "Semi -rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 7) "This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." LOAD CASE(S) Standard I STAIE OF x, i OR IQ S, , . - I . \ Robert W. Wall. PE 46021 24710 State Road 54 Lutz, F1 33559 05/24/2012 6-4-6 11 -11 -0 ; 23-10-0 6-4-6 5-6-10 5-6-10 6-4-6 Scale = 1,38 0 46 3x4 -- 3x4 :-- 3x4 3x4 - 3x4 - 15-7-7 LOADING (psf) SPACING 2-0-0 CS1 TOLL 20,0 Plates Increase 1 25 TO 0,47 TCDL 7,0 Lumber Increase 1,25 BC 0,75 BCLL 0,0 Rep Stress Incr YES WB 0,23 BCDL 10.0 Code FBC2010/TP12007 Matrix) LUMBER TOP CHORD 2x4 SP No,2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No,3 REACTIONS (lb/size) 1=741/0-8-0 (min, 0-1-8),5=741/0-8-0 min, 0-1-8) Max Horz 1 =-46(LC 17) Max Uplft1=-169(LC 8), 5=-169(LC 9) Max Grav I =857(LC 2), 5=857(LC 2) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-2073/976, 2-3=-1850/874, 3-4=-1850/874, 4-5=-2073/976 BOT CHORD 1-8=-86211915, 7-8=-50911275,6-7=-509/1275, 5-6=-862/1915 WEBS 3-6=-2331585, 4-6=-357/287, 3-8=-233/585, 2-8=-357/287 OEFL in (loc) I/clefl L/d PLATES GRIP Vert(LL) 014 1-8 >999 240 MT20 244/190 Vert(TL) -0.34 1-8 >812 180 Horz(TL) 0.08 5 n1a n1a Weight: 97 lb FT = 20% BRACING TOP CHORD Structural wood sheathing directly applied or 3-6-1 oc, purlins. BOT CHORD Rigid ceiling directly applied or 6-2-8 oc bracing. iTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES (7) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10: 140mph (3-second gust) Vasd=108mph, TCDL=4.2psf: BCDL=3.Opsf, h=15ft: Cat. 11, Exp B, Encl., GCpi=0.18; MVVFRS (envelope) and C-C Exterior(2) zone:C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1,60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * 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 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Ot=lb) 1 =169, 5=169. 6) "Semi -rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss, 7) "This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." LOAD CASE(S) Standard STATE OF 4 Y10NAL t.e Robert W. Wall, PE 46021 24710 State Road 54 Lutz. Fl 33559 05/24/2012 1202GAR IV61 A VALLEY 1 1 MA0518026 Job Reference SC0 pli nal.....___ __ ...... 7.340 s Mar 28 2012 MiTek Industnes, Inc Thu May 24 13 44 39 2012 Page 1 ID:WMgURhSIJlb8yvnElOunBUzYL7h-e5UVfOCTjFXgdDAZvgTaRcB1 bMGAANg75_q_nzDHbs 22-0-0 11-0-0 Scale =1 33.9 46 - 3 3x4 9 8 7 6 3x4 2x4 d 3x4 -- 2x4 2x4 LOADING (psf) SPACING 2-0-0 CSI DEFL In loc) I/deft L/d PLATES GRIP TCLL 20,0 Plates Increase t 25 III TC 0,39 Vert(LL) n/a n/a 999 MT20 244/190 TCDL TO Lumber Increase 1,25 BC 0,50 Vert(TL) n/a n/a 999 BCLL O 0 Rep Stress Incr YES WB O 09 Horz(TL) 0,00 5 n/a n/a BCDL 10 0 Code FBC2010/TP12007 (Matrix) Weight: 74 lb FT = 20% LUMBER BRACING TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 MITek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation REACTIONS All bearings 22-0-0. lb) - Max Horz 1=39(LC 12) Max Uplift All uplift 100 lb or less at joint(s) 1, 5 except 9=-133(LC 12), 6=-133(LC 9) Max Grav All reactions 250 Ib or less at joint(s) 1, 5, 7 except 9=481(LC 2), 6=481(LC 2) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-9=-360/275, 4-6=-360/275 NOTES (8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; 140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf; h--15ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone;C-C for members and forces & MWFRS for reactions shown, Lumber DOL=1.60 plate grip DO L=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' 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 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 5 except (jt=lb) 9=133, 6=133. 7) "Semi -rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 8) "This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." LOAD CASE(S) Standard STATE OF ORtG; Robert W. Wall, PE 46021 24710 State Road 54 Lutz, FI 33559 05/24/2012 Scale = 1:27.7 46 -- 3x4 9 8 7 6 3x4 2x4 11 2x4 !'.. 3x4 `--` 2x4 LOADING (psf) SPACING 2-0-0 CSI DEFL in loc) I/defl L/d PLATES GRIP TCLL 20.0 Plates Increase 1,25 TO 0.20 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 7.0 Lumber Increase 1,25 BC 0,24 Vert(TL) n(a n!a 999 BCLL 0.0 Rep Stress incr YES WB 0.07 Horz(TL) 0.00 5 n/a n/a BCDL 10 0 Code FBC2010/TP12007 I (Matra) 1 Weight: 59 lb FT = 20% LUMBER BRACING TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 MJek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation REACTIONS All bearings 18-0-0. lb) - Max Horz 1=-31(LC 13) Max Uplift All uplift 100 Ib or less at joint(s) 1, 5, 8 except 9=-101(LC 12), 6=-101(LC 13) Max Grav All reactions 250 lb or less at joint(s) 1, 5, 8 except 9=359(LC 27), 6=359(LC 28) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-9=-273/212, 4-6=-273/212 NOTES (8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10, 140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft, Cat. 11, Exp B, Encl., GCpi=0.18, MWFRS (envelope) and C-C Exterior(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DO L=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10,0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' 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 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 5, 8 except (jt=lb) 9=101,6=101. 7) "Semi -rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 8) "This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." LOAD CASE(S) Standard STATE OF : Q fi{ORtQI';<'`rr`', M,` Robert W. Wall. P1 46021 24710 state Road 54 Lutz, F1 33559 05/24/2012 1202GAR VALLEY 46 2 7 340 s Mar; ID:WMgURhSlJlb8yvnE[OunBUzYL 7-0-0 Inc, 3X4 2x4 3x4 Scale = 121.6 LOADING (psf) SPACING 2-0-0 CS1 DEFIL in (loc) I/deff L/d PLATES GRIP TCLL 20,0 Plates Increase 125 i I TC 043 Vert(LL) n/a n1a 999 MT20 244/190 TCDL 7.0 Lumber Increase 1,25 EC 0,36 Vert(TL) n/a n/a 999 SCLL 0,0 Rep Stress Incr YES WB 0,08 Horz(TL) 0.00 3 n/a n/a BCDL 10,0 Code FBC2010/TP12007 I Matrix) Weight: 43 lb FT = 20% LUMBER BRACING TOP CHORD 2x4 SP No,2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purli ns. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No,3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer InstallationSuicle, ------------- REACTIONS (lb/size) 1=164/14-0-0 (min. 0-1-8), 3=164/14-0-0 (min. 0-1-8), 4=453/14-0-0 (min, 0-1-8) Max Horz 1=23(LC 12) Max Uplift1=-48(LC 8), 3=-51(LC 13), 4=-82(LC 8) Max Grav 1 = 1 99(LC 27), 3= 1 99(LC 28), 4=522(LC 2) FORCES (lb) -Max. Comp,/Max, Ten, -All forces 250 (lb) or less except when shown. WEBS 2-4=-345/240 NOTES (8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; 140mph (3-second gust) Vasd=108mph, TCDL=4,2psf, BCDL=10psf; h=15ft; Cat, II: Exp B, Encl., GCpi=0.18 MWFRS (envelope) and C-C Exterior(2) zone,C-C for members and forces & MWFRS for reactions shown, Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * 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 2-0-0 wide will fit between the bottom chord and any other members, 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3, 4. 7) "Semi -rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 8) "This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code," LOAD CASE(S) Standard F, N STATE OF 4 0 Ft kQ Sr0NAL Robert W. Wall, PE 46021 24710 State Road 54 Lutz, Fl 33 559 05/24/2012 1202GAR VO4 lVALLEY ''..,,1 '....,. il: MA0518029 Job Reference (o t Gty, Flonaa 33566 ------ 7 340 s Mar 28 2019 I0: WMgURhSIJlb8yvn EIOunBUzYL7h-aTcf S-Q-Q 10-0-C 5-0-0 5-0.0 46 400112 2 4 2x4 2x4 2x4 --: Scale = 1:17.5 LOADING (psf) SPACING 2-0-0 CSI DEFL In loc) I/deft Ud PLATES GRIP TCLL 20.0 Plates Increase 1 25 TC 0,19 Vert(LL) nta nla 999 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.28 Vert(TL) nia nla 999 BCLL 0.0 Rep Stress Incr YES WB 0.06 Horz(TL) 0.00 3 nfa n/a BCDL 10.0 Code FBC2010lTP12007 Matrix) Weight_ 29 lb FT = 20% LUMBER BRACING TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation gwde. REACTIONS (Ib/size) 1=110110-0-0 (min. 0-1-8), 3=110l10-0-0 min. 0-1-8), 4=304110-0-0 (min. 0-1-8) Max Horz 1=- 16(LC 13) Max Upliftl=-32( LC 8), 3=-34(LC 13), 4=-55(LC 8) Max Grav 1= 134(LC 27), 3=134(LC 28), 4=350(LC 2) FORCES (lb) -Max, Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES (8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; 140mph (3-second gust) Vasd=108mph, TCDL=4.2psf, BCDL=3.Opsf; h=15ft; Cat. 11, Exp S. Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone;C-C for members and forces & MWFRS for reactions shown, Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10,0 psf bottom chord live load nonconcurrent with any other live loads. 5) • 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 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 1, 3, 4. 7) "Semi -rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 8) "This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." LOAD CASE(S) Standard Robert W. Wall, 11E 46021 24710 State Road 54 Lutz, F133559 Qy , STATE OF 4_ f0RIG;•' t, ' ONAL 05/24/ 2012 Jab T uss Tn ssType Gb Pfj 1202GAR V05 VALLEY 1 1 MA0518030 Jab Reference_(optional) Builders FirstSource.. Tampa, Plant City, Fionda 33556 7.340 s Mar 28 2012 MiTek Industnes, ID:WMgURhSIJlb8yvnElOunBUzYL7h-a TcF34EjFtnNtXKy1 3-0-0 6-0-0 Scale = 1:10.8 3x4 - 4.00 (12 2 1 r ` 3 1 1 B1 2x4 2x4 I 6-070 6-0-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in loc) I/deft Ltd PLATES GRIP TCLL 20,0 Plates Increase 1,25 TC 0.09 Vert(LL) n/a n/a 999 MT20 244/190 TCDL TO Lumber Increase 1,25 SC 0,41 Vert(TL) n/a n/a 999 SCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 3 n/a n/a BGDL 10.0 Code FBC2010/TPI2407 Matrix) Weight: 16 lb FT = 20% LUMBER BRACING TOP CHORD 2x4 SP No2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. GOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guulde REACTIONS (lb/size) 1=134/6-0-0 (min. 0-1-8), 3=134/6-0-0 (min. 0-1-8) Max Horz 1=8(LC 12) Max Uplift1=-31(LC 8), 3=-31(LC 9) Max Grav 1=155(LC 2), 3=155(LC 2) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES (8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10, 140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft, Cat. 11; Exp B; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone;C-C for members and farces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * 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 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 1, 3. 7) "Semi -rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 8) "This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." LOAD CASE(S) Standard 9 o". SATE OF Robert W. Wall, PE: 46021 24710 State Road 54 Lutz, Fl 33559 05/24/2012 6EARINIS HEIGHT 5C-HEDULE A 77/7/777 NOT E5 Zz-. t0 N NE _FE A4N,- fvR I MANE N A PAW AK. N OEr7 A SHOP PRAWM AFFFOVAL A,- E VE, F`uU ANY Wil VEi F' AL N E X,'RA NA6E-', 'X jBuilders AFirstSource Bunnell Jock"Oriv dle Lake G;ty 5onf ord Prestige Custom Dev. L;A 4Mi Habitat For Humanity 1202 W/ Garage WH 5. 24-12 ["Rick 420207 CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION O coApplicationNo: Q Q Documented Construction Value: $ 1 5 Job Address: ) / K (hj 14)VA V_ 11 4,> '()I) C_ Historic District: Yes 11 No Parcel ID: Description of Work: Plan Review Contact Person: Phone: Fax: Zoning: E-mail: Title: Propert Owner Information L -6 6,5NamePhone: Street: Poyxef;C,&v\,_ EUd' Resident of property? City, State Zip: Y&,'A Contractor Information Name DEL -AIR HEATING & AIR COND Phone: go 'zic o 4 531 CODISCO WAY q0Street: K Fax: 17 — :zs% 5 5S-A FORD, FL 32771 goLjeTt De!llu Russo City, State Zip: State License No.: CAQQ32443 Name: Street: City, St, Zip: Bonding Company: Address: Building Permit 0 Square Footage: No. of Dwelling Units: Electrical 0 New Service — No. of AMPS: Architect/Engineer Information Phone: Fax: E-mail: Mortgage Lender: Address: PERMIT INFORMATION Construction Type: Flood Zone: No. of Stories: Plumbing 13 New Construction - No. of Fixtures: Mechanical 0 (Duct layout required for new systems) Fire Sprinkler/Alarm 0 No, of heads: Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that noU-F 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 es exceed the documented construction value when the executed contract is submitted, credit will be,applie td our permit fees when the permit is released. Signature of Owner/Agent Date ZSignaj,pMontractor/Agent Date Print Owner/Agent's Name Signature of Notary -State of Florida Date Owner/Agent is Personally Known to Me or Produced ID Type of ID APPROVALS: ZONING: ENGINEERING: COMMENTS: UTILITIES: TIOUZET & PELLO Print CTtractor/Agent' Name Signature of Notary -State of Florida Date NMMIRAC—TUR, Ell A Y I it EE (12 " S", MKS Jvr11, 2015 Contractor/ Agent is /,,,,ersonally Known to Me or Produced ID Type of 11) WASTE WATER: BUILDING: V- 1 1 OR 9 4 w State Certification SALES AGREEMENT 4 DEL-AIR AIR CONDITIONING * HEATING s REFRIGERATION, INC. 531 Codisco Way Sanford, Florida 32771 www. delair.com TOILABrrAT FOR HUMANITY BUS. PHONE: 407-696-3855 ADDRESSt 100 AMp.IUCANABLVD RES. PHONE: 407.435-3793-c ADDRESS: DATE: 04/27/12 CITY/ STATE/ZiPgANFORD. FL 32773 TOWN OR CITY: JOB NAMFUONSTER HOUSE PLAN: MONSTER HOUSE JOB LOCATION: FOR C014nHM CENTRAL HEATING AND AM CONDITIONING ACCORDING TO DK-AIR DUCT DESIGN AND EQUMfiNT DRAWINGS. I ROM -Pam.. WATTS AUX WATTS ZONE # BRAND NAME TONS SEER HSPF AFUR HEATING HEATING BTVS HEATPUMP AirHandler Carrier 2.0 Condenser Carrier 2.0 14.00 8,20 QMRM; I PROGRAMMABLE THERMOSTATS WILL BE PROVIDED. MOM A SIMILMI DUCMG TO BE FIBERGLASS FLEX SYSTEM. SUPPLY AIR OUTLETS TO BE STAMPED METAL. DEL AIR TO PROVIDE 10 SUPPLIES AND 4 RETURN(S). XQM QMRAa 00AIMM 1"L 3JO.00 SPRkULNOTRIS: *** PRICING INCLUDES (I)pROGRAMMABU THERMOSTAT. so* LOW VOLTAGE WIRE TO EQUIPMENT AND THERMOSTAT BY DELAUL ELECTRICAL LINE VOLTAGE TO EQUIPMENT BY BUILDER. PLATFORM TO SUPPORT FURNACE (OR AIR HANDLER) WITH MINIMUM 3/4 INCH PLYWOOD TOP. BY Cing=. CONCRETE PAD TO SUPPORT OUTSIDE UNIT, BY OTHERS. UNDERGROUND 4"CHASE FOR AIR CONDITIONING LINES, BY PLUMBER. DRL- AIR TO PROVIDE LIQUID LINE SUCTION LINE CONDENSATE DRAIN LINE BATH PANS AND DUCTING BY DEL -AIR. 2 FANS WILL BE PROVIDED. RANGE HOOD DUCTING NOT INCLUDED. JENNAIRE DUCTING ABOVE GROUND NOT INCLUDED. RAM= 60991=.. 50% DUE ON ROUGH -IN. BALANCE ON EQUIPMENT SET & TRIM OUT. NET 7 DAYSALL INVOICES BEYOND 7 DAYS WILL BE CHARGED 2% INTEREST PER MONTH. WARRAMA INCLUDES ONE YEAR LABOR SERVICE BY DEL -AIR. PARTS & COMPONENTS PER MANUFACTURER'S LIMITED WARRANTY. QffLQNj: I hereby accept the terms and conditions of this contract as set forth on the reverse side of this sheet and I do hereby order the installation of the above described equipment. DEL - AIR HEATING, AIR CONDITIONING, REFRIGERATION, INC By JOE STRADA BUYER' S NAME HABITAT FOR HUMANITY DATE DATE SIGNATURE VjJ 0M PERMIT APPLICATION Application No: Id - /-S-)Z) Documented Construction Value: Job Address: 'L12e--z'f_4" C 17 vte Historic District: Yes 11 No Parcel ID: 3c:) -Ict -5-/(-03C>0_0zZ Zoning: Description of Work: ?L_t_-N W.", alr e_ Plan Review Contact Person: Title: Phone: 321- Fax: C> 41, 7- E-mail: -bA(zC•)rQ F(ZP*'1)KCA%'f Property Owner Information Name / 4 A a I Tia Hut -AN # T--/ Phone: *YO Street.- Resident of property? City, State Zip: f='o fz-o 2 -7 -7 Name Pk r-'j A4_ G A .> Contractor Information Street: - z" C =( '17> Z> Phone: f_ _ 11r-D Fax:. 4( 0 7 - S_ -7 z City, State Zip: (Z) f t_^e- _' r 0 1- L -3 'Z r' 10 State License No,: C r- C- 0 5- 7 (v Z<-J Name Street: City, St, Zip: Bonding Company: Address: Building Permit 0 Square Footage: -- No. of Dwelling Units: Electrical [ 3 New Service - No. of AMPS: Architect/ Engineer Information Phone. - Fax: E- mail: Mortgage Lender: Address: PERMIT INFORMATION Construction Type-, No. of Stories: Flood Zone: Mechanical 13 (Duct layout required for new systems) Plumbing New Construction - No. of Fixtures: Fire Sprinkler/Alarm 0 No. of heads: Application is, hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this Jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT, NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee. A copy of the executed contract is required in order to calculate a plan review charge. If the executed contract is not submitted, we reserve the right to calculate the plan review fee based on past permit activity levels. Should calc ed charges exceed the documented construction value when the executed contract is submitted, credit w b app to your permit fees when the permit is released. Signature; of Owner,'Agent Date Print 0xvncr/AgQn('s Natne Signature ol'Notary- State of Florida Date Owner/Agent is Personally Known to Me or Produced ID - Type off D ENGINEERING: UTILITIES: Print Contractor I Date AMY D. O'NEILL' Notary Public - State of Florida My Comm. Expires Sep 27, 2013 Commission # DD 928112 Contractor/Agent is Personally Known to Me or Produced ID -- Type ol'ID WASTE WATER: BUILDING: Rev 11,08 LIMITED POWER OF ATTORNEY Altamonte Springs, Casselberry, Lake Mary, Longwood, Sanford, Seminole County, Winter Springs Date: -I'-- / q - I 'Z- I hereby name and appoint: - 't --" I - (- ca ej c:-;y7- an agent of:__— rr-xL of Company) to be my lawful attorney -in -fact to act for tire to apply for, receipt for, sign for and do all things necessary to this appointment for (check only one option): All permits and applications submitted by this contractor. The specific permit and application for work located at: sweu t Address) Expiration Date for This Limited Power of Attorney: - / License Hol, State Licens Signature of STATE OF COUNTY C 0 The foregoing instrument was acknowledged before me this I q dd-ay of is ) 20t:Zn by V who asproduc ed who to me or ? wt identification and who did (did not)_take on oath. sinature- Vlature AMY D. O'NEILL t SIQWr Public - State of Florida My Comm. Expires Sep 27, 2013 Commission # DD 928112 Print or type name Notary Public - State of Commission No, -or-,)j U112- res- 7 _25MyCommissionExpires:, W-74— 1l, Rev, 3/271107) SUBCONTRACT AGREEMENT SUBCONTRACTOR: Fr nk as Piumbin Inc. SUBCONTRACT AMOUNT: ADDRESS: 2G 1:; PROJECT: MontAr HnivzA 01,an FL, :L:11ilao PHONE / FAX: 407-29-1-26V ADDRESS: AV THIS AGREEMENT, made this -24' day Of 2012, by and between: ford FL 32771 Habitat for Humanity* In Seminole county Greater Apopka and HABITAT FOR HUMANITY OF SEMINOLE COUNTY AND GREATER APOPKA, FLORIDA, INC., here inafter called "Contractor"', FRANK GAY PLUMBING, INC., hereinafter called "Subcontractor. For the consideration hereinafter named, the said Subcontractor covenants and agrees with the Contractor, as follows: THE WORK: Plumbing a) The Subcontractor agrees to: See attached Exhibit A b) The Subcontractor shall be bound to the Contractor for the completion Of the WORK at the direction of the Contractor oritsrepresentatives. PROGRESS AND COMPLETION: a) The Subcontractor shall begin the WORK covered by this agreement immediately upon verbal notice by the Contractor, and shall carry on said WORK efficiently and at speed that will not cause delay In the progress of the Contractor's WORK of other branches of WORK carried on by other subcontractors, It is expressly understood that the WORK required herein may be intermittent and the Contractor shall have the option of dismissing and recommencing the Subcontractor as necessitated by job conditions. REGULATORY COMPLIANCE: a) Subcontractor's attention Is directed to compliance requirements of the conditions of the Contract, and the same are incorporated herein by reference and Subcontractor should comply therewith as applicable. Specific references made to: 1. Special trade permits and connection permits or fees. 2. Compliance with employee wage rate determinations required by governing authorities. 1 Insurance provisions. 4. Environmental controls. 5. Equal opportunity employment requirements: Hgjjitatfor Hum is an equal opportunity employer, Subcontractor must conform to the contract requirements of Section 202 of Executive Order 11246, as amended and its implementing regulations, and the Vietnam Era Veterans Readjustment Assistance Act of 1972 and Section 503 of the Rehabilitation Act of 1971 b) The Subcontractor agrees to comply with all Municipal, State and Federal laws and ordinances, where the same may applytosaidbuildingorstructureoraffecttheWORK, c) The Subcontractor shall comply with the Occupational Safety & Health Act of 1970, and the General Safety Rules & Regulations of the Construction Industry as currently required by the governing authorities having jurisdiction thereof, and such other labor laws as may be applicable. d) Subcontractor shall comply with all laws and ordinances and save the Contractor from all annoyances and lines having reference to the WORK, and to give proper authorities all requisite notices relating to the WORK and to procure and payforallnecessaryofficiallicensesorpermitstocarryontheWORK. e) it is agreed that Federal and State Tax Laws, Social Security Laws and Unemployment Compensation Laws are a part of this Subcontract and Subcontractor agrees to comply therewith, 1100 Americana Boulevard Sanford, FL 32773 407-696-5855 (office) 407-331-0504 (fax) www,habilatserninoleapopka,org IV. INDEMNITY AND INSURANCE: a) The Subcontractor is to secure, pay for and file with the Contractor, Certificates of Worker's Compensation and Public Liability and Property Damage Liability Insurance in such amounts as required by the Contractor, b) The Subcontractor shall assume the defense of, and indemnify and save harmless the Contractor, their officers and employees from all claims, liability, loss, damage or Injuries of every kind including patent infringements (except as hereinafter excluded) resulting from the performance of failure to perform the WORK by the Subcontractor provided, however, this paragraph shall not apply to claim, liability, loss, damage or injuries based upon the negligence or alleged negligence of the aforesaid Indemnitors except in connection with their general supervision of the WORK performed by theSubcontractor, V. ENCUMBRANCES: a) Any and all transportation tax, sales tax, or any other tax that might accrue through purchase of materials or amounts paidforlaborbySubcontractororoccasionbyperformanceofthisagreementshallbeborneandpaidforbysaidSubcontractor. vl. DELAYS: a) Should any delay on the part of the Subcontractor in the prosecution or completion of the WORK cause loss or damage for which Contractor may be liable, or cause any loss or damage to Contractor due to failure to complete the entire buildingstructurebythedateagreedupon, Subcontractor shall be liable to the Contractor therefor and Contractor shall have the right to withhold from any progress payment that may be due the Subcontractor such amount as the Contractor deems necessary to cover any loss or damage for which the Subcontractor may be liable. b) The Subcontractor is to employ workmen who will at Oil times WORK in harmony with those employed by the, Contractor and other Subcontractors on the job site, and should the Contractor's or Subcontractor's WORK for any reason be stopped or materially delayed in the judgment of the contractor due to the Subcontractor's not having Proper workmen to complete this agreement, then the Contractor shall have the right after forty-eight (48) hours of receipt of written notice to the Subcontractor, to employ such workmen to complete the requirements of this agreement who will work in harmony with the employees of the Contractor and other Subcontractors, and the cost of completing the requirements of this agreement shalt be charged to the Subcontractor. c) Should the Subcontractor be delayed by any act of the Contractor, or any other Subcontractor, which delay is not the fault of and beyond the control of the Subcontractor, then the Subcontractor shall be entitled to an extension of contract time as determined by the Contractor, but in no case will be Subcontractor be entitled to any damages for such delay, VII. PAYMENTS: a) The Contractor agrees to pay to the Subcontractor the sum of b) The monthly progress payments shall be in an amount equal to 9036 for the work performed during that month, and final payment shall be made 60 days after completion of the WORK upon issuance of Certificate from the Architect/Engineer that the WORK has been performed to his satisfaction, c) The monthly progress payments shall be paid by the Contractor to the Subcontractor as the WORK proceeds, provided that the Subcontractor has delivered to the Contractor on the 25th day (or other such day as the Contractor may stipulate) of the preceding thirty (30) days an Invoice prepared on the Contractor's form describing the WORK performed during the month by the Subcontractor, d) The Subcontractor shall furnish such documents as the Contractor may request to substantiate the Subcontractor's entitlement to be paid, including but not limited to, invoices showing the actual amount paid for materials and release of liens by all laborers or materialmen performing WORK on the project. e) It is specifically agreed and understood that third Party Payment, if applicable, to Contractor for labor, materials or services, or applicable portions thereof, with the scope of this Subcontract shall serve as an absolute condition precedent to Contractor's duty and obligation to make payment, and to Subcontractor's right and entitlement to receive payment for labor, materials or services, or applicable portion thereof, furnished under this Subcontract, and Subcontractor expressly agrees to assume the risk of nonpayment to Contractor for work within the scope of this Subcontract, Vill, CLAIMS - DISPUTES: a) Any claim, dispute or other matter in question between the Contractor and Subcontractor relating to this agreement shall be subject to arbitration upon the written demand of either party. Such arbitration shall be in accordance with the construction industry arbitration rules of the American Arbitration Association then obtaining, b) The Subcontractor shall be bound to any decision of the Architect to the same extent as the Contractor is bound. I IN WITNESS WHEREOF, the parties have executed this Subxcontract Agreement as of the date first above wr(tten, VANI CONTRACTOR: By Penny J. Monster House Project Sanford, FL April 24, 2012 Frank Gay Plumbing, Inc. 2Subcontractor includes furnishing and installing all labor and materials, supervision, hoisting, insurance, taxes, layout, safety, licenses, transportation, scaffolding, tools, clean-up, equipment as necessary for a complete installation including, but not limited to, the following: A. Subcontractor includes all plumbing systems complete Including sanitary sewer and cleanouts, sanitary vents, traps and piping, drains, domestic water piping, tub waste, plumbing fixtures, faucets and trim, shower valves and trim, kitchen sink, oval lavatories, hose bibs, lead roof flashings, AC chase, ice maker line with wall box, and laundry box with trim, Subcontractor includes underground piping for water and sewer from house to the sewer main and water meter. Subcontractor includes tie-in for water and sewer service. Contractor is responsible for having the water meter Installed by the City C. Subcontractor shall be responsible for obtaining all permits and inspections required for completion of his work, Subcontractor includes compliance withal governing codes, regulations and requirements including, but not limited to, requirement of the City of Sanford Building Department, E). All •piping to be securely anchored and strapped as required by code. Tub valve, spouts, and shower heads to be securely anchored on blocking. E. Subcontractor Includes furnishing and installing the following fixtures: L State, A. 0. Smith, Rheem or equal 50 gallon water heater. 2. Two compartment stainless steel kitchen sink with single lever faucet with spray. 3, Crane, Sterling or equal white oval pressed steel lavatories with two handle faucets. 4Sterline, American Standard or equal tubs with slip resistant bottoms. 5, American Standard, Crane or equal elongated water closets. 6, In- Sinkerator Badger I disposal. 7Oatey plastic laundry and Icemaker boxes with valves and trim. This Subcontract Agreement specifically includes compliance with the requirements of the following listed WNJB&QQQQMkN and all documents identified as related thereto: A. Habitat for Humanity 5!j§SgnJC2!3 8MM2gl - 3 pages B, This UhihJ& " AV' - jqQpg9f Wgrk - 2 pages C. Enb1§11 " J" - List of Drawings - 1 page D. Exhibit "C" - ln§urag e RCguirgirrvents - 3 pages E. UbItill "Q" - SAM LegUir2MeaLs - 3 pages onstruction Schedule dated April 10, 2012 - I page 4. Subcontractor agrees to be bound by the project milestones as indicated by the QagWion %figamlg dated April 10, 2012 and attached herewith and identified as LW2kft=E . Pg[&mance staa time and duLationa Atilt e cbanged by Contractor from time to time as Contractor determines necessary. 51 Subcontractor agrees to complete work segments within the g2&rMjOSC JiM J a ist be ow a ad2plsl ed Iowaoverallprojectmilestones as included in above identified Qagrggigg EEO—UZI U11WWJr, A. Subcontractor Includes gver-all compigtion of Its rough -in Work Scope within two (2) calendar days start of work. Subcontractor includes over-all completion of its trim -out Work Scope within one calendar day of start of work. 6, The Subcontractor shall at all times adequately staff the Iisupe on ofeither a qualified foreman or superintendent. Page I of 2 Subcontra 4s Initials project with skilled workmen under the full time 0 yl: Contractor's Initials Monster House Project Mia-W Sanford, FL U211"Umo—rk Continued) April 24, 2012 Frank Gay Plumbing, Inc. 7. Subcontractor and its lower tier subcontractors, sub -subcontractors and vendors shall furnish Releases on formsProvidedbyContractor. 8, Subcontractor represents to be completely familiar with AZME0jQ&Lo4es applicable to the work and includes workperformanceinfullcompliancewithallapplicablegoverningagencies, current OSHA safety regulations, buildingandfirecoderegulations, etc., whether such requirements are identified in the Subcontract Agreement or not, 9- Subcontractor is solely responsible for its subcontractors and Sub -subcontractors Compliance in every respect withallgoverningandregulatoryagencyrequirementsetc, specifically including, but not limited to, Workers' Compensation Insurance for all employees and workmen. 10- Subcontractor specifically includes Compliance with all Contractor SaLeDL9MQkt19MMatgrialSgetDaSheetsMSDSrequirements, and Where applicable, SUBCONTRA i CTOR shall I Comply fully and Completely 1,in every respect with all OSHA Federal specifically including, but not limited to, QSHA Safety Regulations for 111111iIN Regulatinnq Ngnn,4-4, wi r I RLLO_wergd In I Trucks Standard Number 1910 178 and 6212MAIA-0-A." - with Oust 1tandad Number 1910_178effectivedateforthestandardsofMarch1, 1999, plus any applicable r 'vision$. SUBCONTRACTOR shall at All timesc provide Mly properly trained and qualified Operators to operate forklifts or any other gpowered industrialvehicles' as required under this regulation, 12. No eating, drinking or smoking shall be allowed inside the Buildings by any employee at any time. All such activityshallbeallowedonlyoutsidetheBuildings. All related trash shall be placed in trash containers on jobsite byemployees, 13. Subcontractor is to perform work 9_NLY during specific authorized working hours as authorized in writing by Contractor having authorized the work in advance. Subcontractor is solely present on the jobsite without the Qqntr crewsContractor. Under no circumstances is Subcontractor to perform ANY work or otherwise have any work c w responsible for full compliance with this important Contract requirement, 14. Subcontractor shall include Contractor as an AJAW2qL1Jnsured on its insurance coverage for all coverages, 15. Subcontractor shall comply with all license requirements of all governing agencies. Subcon r' Initials 03M Contractor's initials Monster house project Sanford, FL wx 5 M MM 7-T WT—M I i 4144!hrt , April iS, 2012 Page I of I '-J Contractors Initials Monster House Project Sanford, FL 102MEAUSe 8Q9WMM#nU The SUBCONTRAC70R shall purchase and maintain such Insurance as will protect the OWNER, the CONTRACTOR, and the SUBCONTRACTOR from claims as set forth below which may arise out of or result from the SUBCONTRACTOR'S operations under the CONTRACT whether such operations be by themselves or by any Sub -Subcontractor or by anyone directly or indirectly employed by any of them or by anyone for whose acts any of them may be liable: aclaims tinder Workers' Compensation, Disability Benefits, and other similar employee benefits; Jbclaims for damages because of bodily injury, occupational sickness, disease, or death of your employees; C claims for damages because of bodily Injury, sickness, disease, or death of any person other than your employees; dclaims for damages insured by usual personal injury liability coverage which are sustained (1) by any person as a result of an offense directly or indirectly related to the employment of such person by the SUBCONTRACTOR, or, (2) by any other person; e. claims for damages, other than to the Work itself, because of injury to or destruction of tangible property including loss of use resulting therefrom; C claims for damages because of bodily injury or death of any person, or, property damage arising out of the ownership, maintenance, or use of any motor vehicle; 9. claims for damages because of professional services. h, Subcontractor shall be solely responsible for itself, its subcontractors and su b-su b contractors compliance in every respect with all governing and regulatory agency requirements, specifically including Worker's Compensation compliance with changes to existing law effective January 1, 2004, including employee exemption status. Liability insurance shall include all major divisions of coverage and be on a comprehensive general liability basis Including premises - operations (including X-C-U), independent contractor's protective, products and completed operations, blanket contractual, owned, non -owned, and hired motor vehicles and broad form coverage for property damage (including X-C-U), A separate Professional Liability Insurance Policy is required for professionals. 3. The insurance required by paragraphs I and 2 above shall not be written for any less than the limits of liability specified in the Contract Documents, requirements of applicable law, or as scheduled below, whichever is the greater. 2. Workers'Compensation: 1) State and Federal (or applicable) limits as required by applicable statutes. b. Comprehensive General Liability (including Premises Operations, Products and Completed Operations, Broad Form Property Damage). 2) Property Damage: each occurrence - $1,000,000.00 per project aggregate 1,000,000. 00, 3) Products and Completed Operations - $1,000,000.00 each occurrenffl Page I of 3 s Initials Contractor' s Initials Monster House Project Sanford, FIL 1Mrg0Sg glakEments 4) Products and Completed Operations to be maintained for two (2) years after final payment, 5) Property Damage Liability Insurance will provide X-C-U Coverage. C. Contractual Liability: 1) Bodily Injury- each occurrence - $1,00(),Oc)o.00. 2) Property Damage: each occurrence - $1,000,000.00. 3) Per Project Aggregate: - $1,000,000.0o, d. Comprehensive Automobile Liability: 1) Bodily Injury; each person $1,000,000.00 each occurrence $1,000,00(),00. Any Autos- hired and non -owned: each person $1,000,000.00 each occurrence 1,000,000.00 4. The Insurance required by this Exhibit shall include Contractual Liability insurance to lndemnifV and hold harmless the OWNER, the ARCHITECT, the CONTRACTOR, their agents and employees, to the fullest extent permitted by law from and against all claims, damages, losses, and expenses, including, but not limited to attorney's fees Incurred at trial, on appeal, arbitration, mediation, and otherwise arising out of or resulting from the performance of the Work provided that such claim, damage, loss, or expense (1) is attributable to bodily Injury, sickness, disease, or death, or, to injury to or destruction of tangible property other than the Work itself) including the loss of use resulting therefrom, and, (2) Is caused in whole or in part by any negligent act or omission of the SUBCONTRACTOR, any Sub -Subcontractor, anyone directly or Indirectly employed by any one of them or anyone for whose acts any of them may be liable regardless of whether or not it is caused in part by a party indemnified hereunder. Such obligations shall not be construed to negate, abridge or otherwise reduce any other right or obligation or indemnity, which would otherwise exist as to any party or person described in this paragraph. Endorsements and Certificates of insurance acceptable the CONTRACTOR, shall be filed with the CONTRACTOR prior to commencement of the Work. Insurance Policies shall contain an gadgq&M that coverages afforded under the policies will not be canceled until at Janct B21:icI has been given to the CONTRACTOR. In the event of leased employees, SUBCONTRACTOR is solely responsible for all required insurance, SeminoJ4 Townhomies, ILLC shall be rlaMgg ils 113 additional Insured on an Ell 92MM201 to all policies and shall be stated as such on the Endorsement. Further, a current Certificate of Insurance must be delivered to Seminola Townhomes, LLC with each application for payment. Seminola Townhomes, LLC will have the right to withhold payment in the event that a current Endorsement or Certificate of Insurance is not submitted with each such application for payment. 6. CONTRACTOR and SUBCONTRACTOR hereby waive all rights against each other and against the OWNER and all other subcontractors for damages caused by fire or other peril to the extent covered by property Insurance except such rights as they may have to the proceeds of such Insurance. R14r, [MoMfdFlUt! dnQ Me aMOUI;.t. such deductibles under any such insurance policies and SUBCONTRACTOR agrees that he will not s Initials Page 2 of 3 Contractor's Initials Monster House Project Sanford, FL Iowa= Bsomirsixicim plead unfamiliarity with any of the said policies in connection with any dispute which may arise hereunder. SUBCONTRACTOR further agrees that as separate consideration for the Indemnity contained in this paragraph 7 he has received, or will receive, from the first draw application the sum of $100.00 as independent consideration to support such indemnity. The monetary limitation on the indemnity contained In this paragraph 7 shall not exceed the subcontract sum. 8, In the event that Fire, Ughtning, and/or Builders Risk Insurance, whether carried or required to be carried by OWNER or CONTRACTOR covering SUBCONTRACTOR'S work contains any deductible applicable to any loss covered therel,)y, the risk of loss by reason of such deductible Is upon SUBCONTRACTOR, and in any event SUBCONTRACTOR'S right to recover all or any part of any loss or damage attributable to SUBCOkTRACTOR'S work Is limited to such recovery therefore as may be made by the OWNER or CONTRACTOR under the applicable insurance. Except for SUBCONTRACTOR'S right to anysuch insurance set forth herein, the provisions imposing any indemnifications and/or responsibility upon SUBCONTRACTOR for loss or damage pertaining to SUBCONTRACTOR'S work caused by SUBCONTRACTOR to all parties are controlling, Subcontractor' 11 - - Flit - itia , I , s Contractor's Initials Monster House Project Sanford, FL 1:0jul-.11"t The SUBCONTRACTOR agrees that he has obligated himself and all persons employed by him to conduct all his operations in a safe manner. The SUBCONTRACTOR agrees that the prevention of injury to workmen engaged in the Work under this Subcontract is the responsibility of the SUBCONTRACTOR. The SUBCONTRACTOR agrees to strictly comply with all laws, regulations, and codes concerning health and safety as shall be applicable to the Work. SUBCONTRACTOR further agrees to pay all fines levied by an authorized government agency against either the CONTRACTOR or the SUBCONTRACTOR for violation of laws, regulations and codes concerning health and safety which were imposed as a result of the acts or omissions of the SUBCONTRACTOR and his employees. when directed by the CONTRACTOR, the SUBCONTRACTOR agrees to stop any part of the work which the CONTRACTOR deems unsafe until corrective measures satisfactory to the CONTRACTOR have been taken, The SUBCONTRACTOR agrees that an effective injury prevention program is one of mutual benefit to SUBCONTRACTOR and CONTRACTOR through increased efficiency and production with the sincere cooperation of the SUBCONTRACTOR, The matters related to injury prevention and for which SUBCONTRACTOR is responsible include but are not limited to the following: 1. SUBCONTRACTOR shall furnish its employees with proper types of personal protective equipment as required by any governmental entity including but not limited to OSHA, 2- MggtinM: Each SUBCONTRACTOR shall conduct a "tool box" safety meeting at least once a week with their employees on the site. 3. FIEC Protection: SUBCONTRACTOR shall supply approved -type fire extinguishers for emergency use within SUBCONTRACTOR'S area of operation including its office and tool sheds, if any. 41. Accident Repqrts: SUBCONTRACTOR shall deliver to the CONTRACTOR a complete written INJURY REPORT WITHIN TWENTY-FOUR (24) HOURS OF ALL INJURIES. 5. qgggral- SUBCONTRACTOR shall notify the CONTRACTOR in writing about any unsafe conditions or unsafe practices of other SUBCONTRACTOR'S personnel. 6. Ice and DrinKh&_\kjJCr-, SUBCONTRACTOR shall supply drinking water, ice and potable water for his personnel. CONTRACTOR shall have no responsibility therefor, The SUBCONTRACTOR agrees that all SUBCONTRACTOR personnel will be directed to cooperate with the CONTRACTOR'S safety program. The SUBCONTRACTOR acknowledges that the best time for safety planning is before the project is started and that safety must be planned along with the plans for materials, equipment and manpower. All applicable provisions of the Occupational Safety and Health Act are considered a part of this subcontract and strict compliance will be expected of everyone within the work area whether they are CONTRACTOR personnel, SUBCONTRACTOR personnel or visitors to the jolasite. At least ore worker in each work party will be qualified to administer first aid by having attended an approved first aid course and having received a valid first aid card. At least one fully stocked first aid kit will be available on the jobsite at all times. Each SUBCONTRACTOR employee is required to read and comply with the following safety rules: 1. Report to work rested and physically fit to perform your job. 2. No alcohol or drugs will be used on the job at any time. 3. Report all job accidents the same day the accident happens. 4. All non -emergency treatment for accidents must be authorized by your supervisor first. S. Wear seat belts at all times in company vehicles. 6. Wear hard hats in all unprotected areas. 7, Wear construction grade shoes or boots at all times 8. Ask your supervisor it you need additional equipment or Instruction to get the job done safely. 9, Lift r legs, not your back and get assistance with loads over fifty (50) pounds. 10. Advise supervisor of any hazardous conditions. Page I of 3 SubcoOr CV s Initials CorytractoCs Initials Monster house Project Sanford, FL 40, Use only sturdy ladders on firm base. Where possible angle out base 1/4 of ladder working length, Keep area clear oYscrap, tools, hose. 4L Have ladder at least three (3) feet above landing for easy access. Tie off ladder at top (secure bottom and brace lon,, ladders), 42, Use scaffold if solid footing or safe ladder access is not possible; made of straight -grained lumber: free of =40 ITMMR77 esrp-ra—nk strengt - W-t 43, Platform planks should overlap supports not less than 6", not more than 12, and be secured from shifting. Minimumwidth: Two 12 planks or three 10" planks, 44. Keep all tools and materials away from edge of scaffolds, platforms, shaft openings, etc, 45. Do not use tools with split, broken or loose handles. 46. Have tools with burred or mushroomed heads dressed. Keep cutting tools sharp - carry in a container (not In yourpocket). 47. Know correct use of hand and power tools before using. Use the right tool for the iob 48Only qualified personnel should operate or service power tools, vehicles and other machinery, 49, Before starting machinery, opening valves, switches, etc., check safety of workmen. Have safety guards in place. Never adjust or repair machinery while in motion. Lock out, block, bleed air as required to prevent movement. 5Lperatehineryandvehicleswithinratedcapacityandatsafespeeds. 52, Report e ive power tools or machinery to supervisor immediately, 53, r# f' t an air hose at anyone or use it clean clothing - extremely dangerous[ Page 2 of 3 Su bco n rlinitjals Contractor' s Initials is InitialsnVialsSubtrctr' Contractor's initials UMEZO PROJECT; Monster House 1 $18 Meflonville Av 61ERU I'll cwnrg-wl kaw. 05/10/2012 11:12 FAX Del Air 1410002/0003 V 0 CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: Documented Construction Value. S 41 D Job Address: w-al-tonv't I f, Alt V1 us- Historic District: Yes [I No 0 Parcel ID: Description of Work: Plan Review Contact Person: Zoning: Title: kc r'lr- - Phone: Fax: W I I gZ=, E-mail: Property Owner Information Name IeAL -v L6mwaa . t Phone: Q-7 loci (o 9,S Street: 44nu _c, gp Resident of property? City, State Zip: Contractor Information Phone: .-0-7 - :?7:?2 !2 -49.60 (4_' Name A r E(eik:c'i cod Street: Fax:- qLa_S&&- City,StateZip: State License No.: Name: Street: City, St, Zip: Bonding Company: Address: Building Permit 0 Arch itect/Eng ineer Information Phone: Fax. E-mail: Mortgage Lender: Address: PERMIT INFORMATION Square Footage: Construction Type: - No. of Stories: No. of Dwelling Uni s: Flood Zone: Electrical New Service - No. of AMPS: Mechanical 0 (Duct layout required for new systems) Plumbing 0 New Construction - No. of Fixtures: Fire Sprinkler/Alarm 0 No. of beads: C sr` avrrl P -o,e) 05/10/2012 11:12 FAX Del Air IA0003/0003 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. Signature o ner/Agent Date Print Own—CrIA-4ent'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: 5-1 D Signature of r tort4em, Date Print Contractor%ent's Name S`ate Stature of Notary -State Flo Dt. UTILITIES: mm Contractor/Agent is Produced ID Personally Known to Me or Type of ID WASTE WATER: BUILDING: Rev 11 .08 r Application for Right -of -Way Use for Driveway, Walkway & Landscape Department of Planning & Development Services womserrer04M 300 North Parts Avenuie. Sanford. Florida 32771 Phone.407.688.5140 Fax:407.688.5141 This permit authorizes work to be done in the City of Sanford's right-of-way in accordance with the City's regulations and the. attached construction plans approved as part of this permit. It does not approve any work within any other jurisdiction's right-of-way. All requested information below as well as a currant survey, site plan or plat clearly identifying the size and location of the existing fight -of -way and use shell be provided or application could be delayed. ww.Mav ANs+wk t IftwAnrMwalr t. Project Location/Address: 'G G 2. Proposed Activity: /Driveway ! D Walkway Other 3. Schedule of Work: Start Date G/i, f Completion Date Emergency Repairs 4, Brief Description of Work: This application is submitted by. Pnapary 0-W er: T-7 r ea;A tf,lt?i9l r rt y iN St",ir1 E "ram G e/.T Y r'aF, ys"o/' r+ Signature: Print Name: Address: 44,eiI2 da 222 Phone: _ !;Lai -66— Fax: 12Email: ,4Q4X &;A f„ C,,aa Date: 'Z L— Maintenance Responslbilitliesinndemnification ` rf `` 0q°0p" ` ` Aer- The Requesar, and his suaaessors and assigns, shall be responsible for perpetual maintenance of the improvement installed axler this Agreement. This shall indude maintenance of the improvement and unpaved portion of right-of-way adjacent thereto. Requedor may, with written tatty authorization, remove said installationtkmprovement fully restoring the rightcf-way to its previous condthon. In the event 0,0 any fvbure construction of roadways, utiliflas, stomnwa@er facilities, or any genets! maintenance activities by the City becomes in conflict with the above permitted activity, the peamrittee shall remove, relocate andror repair as necessary at no cost to the City of Sanford insofar as such facilities are in the public right-oF way. If the Requester does not continuously maintain the improve- ment and area to accordance with previously stated criteria, or completely restore the rigftt-of-way to its previous condition, the City shalt, after appropriate notice, restore the area to its previous condition at the RequesWs expense and, if necessary, file a hen on the RequestOr's property to recover costs of reewmtlat. To the fullest extent permitted by law, Requestor agrees to defend, indemnify, and hold hamNe s, the City, its oouncipersons, agents, servants, or employees appointed, elected, or arced) from and against any and all liabilities, claims, penalties, demands, suits, judgments, losses, expenses, demages (direct, indirect or consequentiell, or injury of any nature whatsoever to person or property, and the costs and expenaea incident thereto (Including costs of delianse, settlerttemt, and reasonable attometr's fees up to and including an appeal), resulting in any fastacn from or arising directly or indirectly out of or connected with the use of the City $ rightot-way. i have lead and understand the above statement and by signing this application 1 agree to Its tonne. l hereW understand and agree to pay all city fan related to this application as required by the city's adopted Fee Resolution. i tar ` l2 Date: This permit shall be posted on the site during construction. Please call 407.6111.5080 24 tours In advance to schedute a pwpour Inspection. Pre - pour Inspection by; Date: emow wig Row USd Rr*VWffy.pdr 4 . . . .... .. .... ..... MAY 2 Z01Z REVISION PERMIT # DATE PROJECT ADDRESS CONTRACTOR 212 4-2-- ZL;-' 2-Z PHONE # FAX #. CONTACT PERSON DESCRIPTION OF REVISION L I ILI UTILITY DEPT FIRE PREVENTION PLANNING LDING OFFlCF. LJ NQERM1T# 500 North Maitland Avenue Suite 101 Maitland, FL 12711 P: (407)814-2125 1 F: (407)880-2309 1 E: info@fdseng.com Website: www.fdseng.com ENGINEERING ASSOCIATES May 22, 2012 Planning and Development Building 1101 East Firstrst Street Sanford, FL 32771 Ref: 518 Melonville Ave. Seminole County, Florida f/e:5 KA#: 12-0672 To Whom It May Concern: Based upon a telephone conversation with Andrea Dinkins from Habitat Seminole and the builder; we have reviewed the above referenced plans. The contractor has requested that we review the use if an alternate product. Fortium by Cemex: FortiUrn is a Concrete design which includes fiber reinforcing in the mix to control and eliminate the need for horizontal reinforcing bars. Manufacturer has supplied LIS with all technical data including concrete mix designs, ASTM and 1CF 'resting Procedures and approval results for our review. In addition, copies of the accepted ICF Prescriptive Method for design of ICI, wall reinforcing and a publication from Concrete International magazine with detailed testing procedure and 2D design models for the use of fiber reinforcing and qualification of ICF walls in accordance with the ACI 318 Chapter 22 for structural plain concrete. Based upon our structural review, we certify that the use of the Fortium concrete product to be adequate and acceptable for the design loads of this project. See our attached revised -ICF Reinforcement Detail". If You have any questions or concerns please contact me. Sincerely, Na 56126 STATE or Carl A. Brown, P.E. FLPE# 56126 5/22/2012 Digitally signed by Carl Brown DN: c,US, st=Florida, Carl I —Maitland, o=Florida Design Solutions, Inc, ou=Senior VP Engineering, Owner, cn=Carl Brown, email=cbrown@fdseng.comBrow-- n Date: 2012.05,22 12:43:13 04'00' Doing Business with a Service Mindset and an Eye for Detail" ICF',A"ALL FiEINFORCEMENT CHART, 140MPH EXP, B [4'CORE WAUJ HEIGHT, Ti VERTICAL REINF, HORIZ'ON'T AL, F0NF (, 0 R E f IT I GR'EENSLOCK NIA (FORTIUM) 4' 32 C. AMX4 , - 0 KEY NOTES: GRADE (S) RE U,N.0, PENDINC3 ',NIHICH BRAND OF ICE B(,,O(,'K SEE REBAR SPACING, FOR EACH MANUF. APPROVED STRUCTLIRE HAS BEEN DES8GFIED ENO BUILTIN, ACC)RDANCE wi fHF PROWSIONS OF ACC 318 LAT EST F EATION FOR THE klk(DVE ISENTIONIE-A) WIND SPEED 1 W-RIFICAL, REINFORCEMENT TO ENGAGE T HE, FOUNDATION BY QNEOF IHE FOLLOWING MI, THODS a,a VERT ICAL Wki REINFORCEk,iE,NTTAT tit, -[,APPEDvt,,iVEER I-ICAL, REt'4'F.FF2OM F()UNDATION OR b,) VERTICAL WALL IREINF, TO BE EPOAtED tNTO FOUNDATION A MIN OF 6" EkABED 2 AT ENDS OF OPENINGS, PROVIOL, ,2)45 VERTICAL REINF, BAR WHIC,14 IS CONTINUOUS FROM TOP OF VVALL, TO FOLINDATION SYSTEIM SEE JAMB SECTION FORTAICRE INFO 3 CORNER DONE T- 1ARS TO BE iNSTALLEDIFERiCF, WALL MANOF, SPECIFtCADONS (AT 4' CORE WALL ; 11) 04 x 2'-f,)" LONG EN! ICER @, COIRNER, 4 ) #5 HORIZONTAL, REINF, ABOVE OPENING IS TOEXTE,M) A NIININAUM 0,'-' 24' PAS TTHEF DGE OF THE,,'0PFNfN(,,0,,Rl0 NEXT VER BCAL CEL L FAST24" O,C,E 5 PROVIDE A TYPICAL, MINUMUII`tl COVER O'FOR REINF, IN WALL SYS FEMS F XCEPT (4) JAM EIS SEE" SEC WN FOfR NIOR 'E INFO 6 8'0, CVf,- RTIC: al, PEINF, ABOVE OPENINGS Al,ONG w! FLH]ONAL HEADER INFO 7 VEPOICAL RFINF. BELOW WINDOW OPENINGS NOT EXFEDING 4fl, Hl(,,H IMAY BE A NUN111MUM OF #4's (,p 32' 0-,(-- IF I HE 4fl FEE IC iS EXCE',EDED, NlAiNTAIN VERTICAL REINFORCEMENT S ,-,PECIFIFL FOR , FU'Ll. inGi Tr WALI, SEE PLAN FOH--(2 ) '15, A E R TS Sp ENi,-,) GENERALVERT& HORS, SPACING "S' 4'C',ORE WALL I 11CF011 lCF RE-INFORCE-ME-N" I" DETAIL Wil,11 F0f-'-lIJM INTERNATIONAL CONSTRUCTION CODE - ACCEPTANCE CRITERIA 32 Acceptance Criteria for Concrete with Synthetic Fibers ASTM C39 Concrete Compressive Strength Testing Strength (psi) 2297 4090 5950 6807 8200 ASTM C78 Concrete Flexural Strength Testing Strength (psi) 513 667 743 783 810 ASTM C234 Bond Strength Testing Passed ASTMC1579 Bond Strength Testing Passed, awaiting long-term results (24 months) ASTMC1399 Average Residual Strength of Fiber Reinforced Concrete See attached results INTERNATIONAL CONSTRUCTION CODE - ACCEPTANCE CRITERIA 16 Axial Compressive Strength 4" x 102" Axial 4" x 117,5" Compressive ASTM E72 Transverse Flexural Strength X I I I GEMEX Fortiurn 4' x 102" 4" x 117.5" Transverse 120 120 110 117 75 80 85 80 ASTM E72 Combined Axial Compressive 4" x 117,5" 4' x 102" Coml 4" x 117.5" ASTM E72 Backing Sheer Strength Control 4" x 102" RackiSheer 16,000 22,000 19,000 19,000 4" x 117,5" 15,00() 175W 16,400 16,300 GEMEX Fortium 4" x 102" Racking/Sheer 20.000 23,000, 24,000 22,333 4' x 117,5' 21,OW 18,000 20,000 19,667 1. OCC AC 32 ICC AC 15). All results have been independently verified and measured by Stork Materials Tedmicigy, an international leader in concrete testing technologies. 2. CEMEX Fortiurn was tested against traditional concrete construction structures with steel reinforcement (#4) placed every 16" horizontally and vertically. This level of steel reirdbrcement was determined by the Portland Cement Association to meet the requirements for concrete reinforcement for Exposure Category 8, Basic Wind of 150 mph (PCA 100-2007, Prescriptive Design of Exterior Concrete Walls for One- and Two -Family Dwellings, Table 4.1. Minimum Vertical Reinforcement for Flat Above - Grade ftlis). N ii 0 IR i Stork Twin City Testing Corporation Material11101, 51 s Technology 662 Cromwell Avenue, St. Paul, MN 55114-1776 f651) 64t)-3601, '- - - PROJECT: DATE Batch Identification Cemix PROJECT NO.: TCT002517P SPECIFICATIONS: Slump Air Content IG L 4 MIX MT QLi M1QJJTS: (Basis forone yard') Cement Fly Ash Fine Aggregates Coarse Aggregates - 3/8" Size Coarse Aggregates - Size Air - Entrainment (Darn flair 1000) Water -Reducer (Adva Cast 575) Accelerators (Daraset 400) Fibers ( Grace, H-20, H-20x40, H-40) Water w/o Ratio 366 lbs. 244 lbs, 1175 lbs. 1710 lbs lbs 15 oz. 33, 5 oz. 43. 9 oz. 2. 00 lbs. L, AAQ RX TO RY 4AKTC_"JNFQBMA1MBatch Size 0 ft' Split Batch (YIN) Bakclh,Aqjgf t;q Cement Fly Ash Fine Aggregates Coarse Aggregates - Size Coarse Aggregates - Size Air - Entrainment (Darn Vair 1000) Water -Reducer (Adva Cast 575) Accelerators (Daraset 400) Fibers ( Grace, H-20, H-20x40, H-40) Design Water Aggregate Free Water Batch Weight Water Adjusted Water Net Water EYLS_Alr, h 0. 0 lbs. 0. 0 lbs, 0. 0 lbs. 0. 0 lbs. lbs. 0.0 mL 0. 0 mL 0. 0 0.0 mL graryis 0.0 lbs. 0, 0 lbs. 0. 0 lbs, lbs, lbs, Strength (psi) Total SpG Absolartion Moisture 2, 567 0,92 0.(z 0,527 081 2U Wt. of Elter: (grows) Grace Strux 90/40 403, 2 H -20 27962 H 20 x 40 3786 H -40 34957 6:\BMCQ010CMEkConstruction\ TCT002517P GernexkCon"te Batdhing Wo*shoot July.08.200.xislBatch Sheet lbs. lbs. lbs. Ibs' mL mL mL grams 500 North Maitland Avenue Suite 101 Maitland, FL 32751 P: (407)814-21251 F: (407)880-2309 1 E: info@fdseng.com Website: www.fdseng.com ENGINEERING ASSOCIATES May 22, 2012 Planning and Development Building I 10 1 East First Street Sanford, FL 32771 Ref. 518 Melonville Ave. Seminole County, Florida KA#: 12-0672 To Whom It May Concern: Based upon a telephone conversation with Andrea Dinkins frorn Habitat Seminole and the builder; we have reviewed the above referenced plans. The contractor has requested that we review the use if an alternate product, Fortium by Cemex: Fortium is a Concrete design which includes fiber reinforcing in the mix to control and eliminate the need for horizontal reinforcing bars. Manufacturer has supplied Lis with all technical data including concrete mix designs, ASTM and ICF Testing Procedures and approval results for our review. In addition, copies of the accepted lCF Prescriptive Method for design of ICF wall reinforcing and a publication from Concrete International magazine with detailed testing procedure and 2D design models for the use of fiber reinforcing and qualification of ICF walls in accordance with the ACI 318 Chapter 22 for structural plain concrete. Based upon our structural review, we certify that the use of the Fortium concrete product to be adequate and acceptable for the design loads of this project. See our attached revised "ICF Reinforcement Detail". If you have any questions or concerns please contact me, Sincerely, Carl A. Brown, P.E. FLPE# 56126 5/22/2012 Digitally signed by Carl Brown DN: c=US, st=Florida, Carl I=Maitlancl, o=Florida Design Solutions, Inc., ou=Senior VP Engineering, Owner, cn=Carl own, ernaiI=cbrown@fdsen9,corn Date: 2012.0512 12:43:13Brown04' 00' Doing Business with a Service Mindset and an Eye for Detail" Iff WALL REINFOWl NIEW CHART, 140MPH EXPJb t4"COIRE'AIALL I HEI(3ff, H Vt,".,RTJCAL R,,',INF HOR11"1*0NITAL REIFIF CORE I tl j 9,-0, GREENB',OCK NFOR'l Uvf, 41 44 32" O-C MAX KF'-' Y NOTES L PENDING WHICH BI,'AND OF I.E. BLOCK BE,, REBAR SPACINC, PDR, EACH MANUF, AvPROVF,"D, STRUCTURE HAS BEENN l,,.,lESIGNE-D AND BUILT IN ACCORDANCE` wi NiF PROVISK)NS OF AU318LAIEST EDPIONFOR I11HEABOVE 1 VERTICAL Rll;-''JNFORCEIMENT TO E, NGAGE THE FOUNDADON BY ONk',,-, Of- THIE FOLLOWING NR, I 1100S a,) Ak" W ICA". WALL REINFORCE NIFN Tl 0 BE (APPE',[) wl VERI Et Ak- REiNf. FROM FOUNDATION OR, b,) VERTTCAL VvALI- REINF, TO, BE EPDXIED IN TO FOtINDATION AMIN OF 6" EMBED 2 Al- ENDS OF OPENINGS, PROVIDE (,?) #5 VERTICAL RUNE, BAR WHICH tS CONTINUOUS FRUM TOP OF WALL : 0 FOUNDA NUN SYS'I' EINA, SFEJAMB SECTION FOR MORE INFO 3 CORNER REINF, BARS 10 BE INSTALLED PER K',F WAIJ- MANUF, SPECIFICATIONS IA," 4'CORE WALL (1',,14,\, Z-O'LON(i CENTER (I;) CORNER, 4 t2),, 15 HIORK"ONTAL, RUNF. ABOVE C)PEENING IS TO EXTF-.,NDV MiNIMIJ'M OF 24" PAT EDGE 01,11" THE OPENINGk0p TO NEXT VEER'll" K.'A1. CELL PAST 24" 0,C,) 5 PRWDE A TYPICAL K,114NIMUM COVER OF 1,6't-'OR REINF, IN WALL SYS fEMS E XCEP T (,,pJAN,,l8S SEE SEC T*N,,':l-,)F"' MORE INFO S kU 5) 8" OW, VER TICAL RZEINF, ABOVE," OPE NINGS ALON G w" A[A)ITIONAT, HEADER INFO VERTICAL REINF, BELOW'," ANDOW(SPENINciS NO! EXCEE'DING 0, HIGH MAY BE A NUNIMIUM, OF,14',,i @ 32'0-CIF THElft HEICAHT fS EXCFED EC. MAINTAIN VERTICAL RUNFOOCEMENT SPEC,IFTED FOR FLUL FIE40" WALL F" N FOR Fe I- L", I I —A, 5E2) #5 VER I'S (TbEND GiENERAL V[--,R'T & HORZ, SPACAN(3 4 1" ,,ORE WALL A,qNA" aUN I ' CFO I - I Of- REINFORCEMEN"If- DE"ll-AlLWilTH FORTIUM I I A IN I y A 1111111, #4 C", Ml L \,\ \, "-' 8EIV"), N , " L, ' LoIIII ' V k— IT V4, ASTM C39 Concrete Compressive Strength Testing Strength (psi) 2297 4090 5950 6807 8200 ASTM CTS Concrete Flexural Strength Testing INSk, Lx"'gg I "IN Strength (pst) 513 667 743 783 810 ASTM C234 Bond Strength Testing Passed ASTMC1579 Bond Strength Testing Passed, awaiting long-term results (24 months) ASTMO1399 Average Residual Strength of Fiber Reinforced Concrete See attached results Axial Compressive Strength Uo"TrOt GEMFX Fortrurn ASTM E72 Transverse Flexural Strength Transverse ASTM E72 Combined Axial Compressive control - A 1-1 Combined 4" x 117.5" GEMEX Fortium 4" x 1W." Combined 4" x 117.5" ASTM E72 Racking Sheer Strength Control 4" x 102" Racking/Sheer 16,000 22,000 19,000 19,000 4" x 11T5" 15,000 17,500 16,400 16,300 GEMEX Fortrurn 4" x 102" Racking/ Sheer )0, 000 23,000 24,.. 4,22,333 4" x 117,5" 21,000 18'WO 20,000 19,667 1. OCC AC /CC AC 16}. All results have been independently verified and measured by Stork Materials Technology, an international leader in concrete testing technologies, 2. CEMEX Fortium was tested against traditional concrete construction structures with steel reinforcement (#4) placed every 16" horizontafty and vertically, This /eve/ of steel rainfarcernent was determined by the Portland Cement Association to meet the requirements for concrete reinforcement for Exposure Category 6 is Wind of 150 mph (PGA 100-2007, Prescriptive Design of Exterior Concrete Walls for One- and Two-Famity Dwellings, Table 4.1. Minimum Vertical Wriforcement for Flat Above - Grade Walls). wl "W 0 OR Stork Twin City Testing Corporation Materials Technology 682 Cromwell Avenue, St. Paul, MN 55114-1776 651) 645- 3601, Fax: — PROJECT: DATE, Batch Identification Cemix M 1" IN A, f A 0 ;j PROJECT NO.: TCT002517P SPECIFICATIONS: Slump Air Content Strength (psi) 129919-N MIX PAIQH WgIGHTS: (Basis for one yard-) Total SPG Absoprtion Moisture Cement 366 lbs, Fly Ash 244 Fine Aggregates tbs. 1175 lbs' Z567 0.92 0.00 Coarse Aggregates - 318" Size 1710 lbs 2,527 0.81 2.93 Coarse Aggregates - Size lbs. Air -Entrainment ( Mara Vair 1000) 3,5 M. o_f Fiber: (qrsIms) Water -Reducer ( Adva Cast 575) OZ. 33. 5 oz. Accelerators (Daraset 400) 43.9 oz, Grace Strux 90/40 403.2 Fibers (Grace, H-20, H-20x40, H-40) 2.00 I bs, H -20 2796.2 H 20 x 40 3786 Water 266 lbs, H -40 3495.7 wic Ratio Batch Size 0 ; W Split Batch (YIN) Cement Fly Ash Fine Aggregates Coarse Aggregates - Size Coarse Aggregates - Size Air -Entrainment ( Dana Vair 1000) Water -Reducer ( Adva Cast 575) Accelerators (Daraset 400) Fibers (Grace, H-20, H-20x40, H-40) Design Water Aggregate Free Water Batch Weight Water Adjusted Water Net Water EuRDAIg—h 0.0 lbs. 0.0 lbs. 0.0 lbs. 0.0 lbs, lbs, 0. 0 mL 0.0 mL 0.0 0.0 mL grams 0. 0 lbs, 0'Q lbs 0.0 lbs' lbs, lbs. F: 1BMCt2010CMEkConstruction\ TCTG02517P CameAConcretepatcl*g Workshoet July.08.2010.xts]Batch Sheet Split Batch lbs. lbs. tbs. lbs. tbs, mL mL mL grams CITY OF SANFORD BUILDING & FIRE PREVENTION 4Y PERMIT APPLICATION Application No: J 5 1 Documented Construction Value: S -_3 5 OC) Job Address: zlu/ Historic District: Yes 0 No Parcel ID: - /- j2 Zoning: Description of Work: Plan Review Contact Person: Title: Phone: 4"L Z J-- Fax: E-mail: Property Owner Information Name AIV Phone: Street: ZLL) G 4-LZ2 Resident of property? City, State Zip: j_-,;,22Z Contractor Information Name 614L 111_k_i lrwl_ 11111 lelf_)_11__l "v Phone: Street: City, State Zip: Fax: ' Id? - State License No,: Architect/ Engineer Information Name: 7,-n- W Street. City, St, Zip: BondingCompany: Address: Phone: Fax: E- mail: it(flc-a- . X=-f Mortgage Lender: j_11j___ Address: PIE IT INFORMATION Building P iMit'13' Square Fo _ M_ ctionType: iNC offft'rw'- No. of Dwelling Units: f Flood Zone: Electrical a New Service - No. of AMPS: z Mechanical O( Duct layout required for new systems) Plumbing 0' New Construction - No. of Fixtures: Fire Sprinkler/ Alarm E3 No. of heads: Application is hereby made to obtain a permit to do the work and installations as indicated. t 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 PAVING 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 pen -nit fees when the Print Own/r/Agent's Name of Florida Date GAYLE L. FLEMING Notary Public - State of Florida My Comm. Expires Nov 26, 2015 Commission # EE 118217 Produced ID ____ Type of ID APPROVALS: ZONING: ENGINEERING: COMMENTS: Me or UTILITIES: Signature of Con,tract,t/Agcnf 'bate Print C (ractorAgent's Name Si U ofNotary-St Qofflorid, Date GAYLE L. FLEMING 4h S Notary Public - State of Floridaforlda My Comm. Expires NovD26,2015 Commission # EE 118217 Contr 401 Pi iii IZ- 46-0i%11 0 Me or Produced ID _,_ Type of ID WASTE WATER: FIRE: :14 BUILDING: Rev 11.08 Blanton, Deborah From: Forte, Jarni <JForte@serninolecountyfl.gov> Sent: Wednesday, May 09, 2012 1:03 PM To: Blanton, Deborah Cc: Scott, Annette Subject: RE: S18 Mellonville Ave Attachments: irnage001,png Hi Debbie, No I have not been contacted but, the property located at 518 Mellonville Ave will not incur any new Seminole County road Impact fees for the re build of a single family residence. Please let me know if you need anything else. Thank you & have a pleasant day, Planning Coordinator for impact Fee's & Cancurrency Seminole County Growth Management Business Office 1101 East 1st Street Sanford, Florida 32771 407-665-7356 office 407-665-7407fox forte @seminolecount)dl.& gyv Where Customer Service is our top priority. WWW.'seminolecountyf!.,_gpy/p,ms-11-1 Yeur y,asp11V- From: Blanton, Deborah [M0to,;DEBQRAH,BLANT0N Sent: Wednesday, May 09, 2012 8:40 AM To: Forte, Jarni Subject: 518 Mellonville Ave Good Morning Jarni, 1 REVISION PERMIT # I Q - /-5-/ Z) DATE PROJECT ADDRESS CONTRACTOR v- PHONE# FAX # CONTACT PERSON I)H4tee ;? Z'/" DESCRIPTION OF REVISION, UTILITY DEPT FIREYREVENTION I iLANNINGAf hj 5, - 0-, WILDING LOT 21 BLOCK 3 S 90'0'0' E 112.540' 4II SIDE SETBACK 6 LOT 10 BLOCK 3 i A0 LOT 22 i BLOCK 3 0 00 25VLOT22AND23 cc o6 REAR a) 1 STORY SINGLE FRONT o6 U)i 2! I! F S m I clSETBACKSETBACKLL. FAMILY HOME41'-2* > ee@ 0 --- — - - ----- -- - O FLOOR ELEVATION TO BE O TO PROPERTY LMIN, 16- ABV. GROWN OF ROAD z LINE U) z - Habitat 0.0 Lui 251 Md A - DRIVEWAY A. 312 Aft —to SpmW, FL 32701 VERIATIONFYSIZE & LOCOFLOT11 O NEW DRIVEWAY W/ BUILDER & BLOCK 3 OWNER. 0 STING D/W o I DRIVEWAY & APRON ANDAPRON MyO4,2012 iqI SIDE N 90'0' 0" IN 113.170' f SETBACK LOT 24 40* 0' BUILDER NOTICE. BLOCK 3 N DESCRIPTION-. I i QENERAL-NO TES LU r 22 AND 23, LESS THE SOUTHERLY 5 FEtT OF LOT 23 1- THIS IS NOT A SURVEY. REFER To THE PLATTED SITE FLAN BLOCK 3, FAIRVIEW, ACCORDING TO THE MAP OR PLAT T EROF, SURVEY FOR ACCURACY As RECORDED IN PLAT BOOK 4, PAGE 71, OF THE PUBLIC RECORDS OF SEMINOLE COUTNY, FLORIDA. 2- VERIFY LOCATION OF j THIS SITE -LAN DOES NOT RES40ENCE ON SITE W/ CONSTITI)TE A SURVEY. 1LI SR-1 ZONING BUILDERANDOWNER. 1.5 2012-0672 SITEPLAN LOT 21 Q} BLOCK 3 cn S WG'O" E 112,540' iq; SIDE 5 SETBACKfin L LOT CO tiCLIn BLOCK 3 LOT 2z o ? °s ° BLOCK 3 -- --- g y p 19 x ar 20'-0 000 € LOT22AND23REAR eTBACK STORY HOME SINGLE sET aacK m ; 1 jij£ a k o t+1) 41'-2' o > a• + g #0 $1 p — FLOOR ELEVATION TO BE ____.__.. dos n q 0 TO PROPERTY 'MIN. 1B' ABV. CROWN Of ROAD p / Lt1 + Z r LINE — — — ° i J} I c m 0 w Roma lty- g ± t LUf 251 M ft-d Ave DRIVEWAY fude312 Alt — ft SPA . FL 32701 VERIFY SIZE & V j T t CATK}N LOT it O : NEW DRIVEWAY W/ BUILDER & Fax: BLOCK 3 OWNER. 407a310604 O tyi REMOVE EXISTING - 4(STING D/W o z DRIVEWAY & APRON AND APRON i May 04. 2012 -- j q SIDE _ - N 90`0'0" W 113.170' r SETBACK - - LOT 24 40' 0' (BUILDER NOTICE: BLOCK 3 N DESCRIPTION: _ GENERAL NOTES ° LOT 22 AND 23, LESS THE SOUTHERLY 5 FEET OF LOT 23, x- THIS R NOT A SURVEY t o BLOCK 3, FAIRVIEW, ACCORDING TO THE MAP OR PLAT THEROF, REFER TO THE PLATTED SITE PLAN SURVEY FOR ACCURACY scut. . v o• ASRECORDEDINPLATBOOK4, PAGE 71, OF THE PUBLIC € RECORDS OF SEMINOLE COUTNY, FLORIDA. 12- VERIFY LOCATION OF TWS SITE PLAN DOES NOr a g" RESIDENCE ON SITE W/ I,.. CONSTITUTE A SURVEY.U. u 5a 1 ZONING BUILDER AND OWNER. S 2012,0672 ------ SITE PLAN Application No: I _)- - V '_ 10" M UI Y Vt- bAWUKU BUILDING & FIRE PREVENTION FXRMIT APPLICATION Documented Construction Value: Job Address: J1141," 1-5- 2dL Historic District: Yes El No Parcel ID: Zoning: 4eDescriptionofWork: -AL Plan Review Contact Person: Av 1?4% Title: 19AZrk Phone: Fax: 11,-'2,,!11-ZIs" 171 E-mail: Property Owner Information Name Phone: Street: Resident of property?: City, State Zip: Contractor Information Name Phone: Street: Fax: '_y City, State Zip: State License No.: Arch itect/E no i neer Information Name: Phone: Street: Fax: City, St, Zip: E-mail: it" Oc Bonding Company: Mortgage Lender: Address: ddress: Ile oa BuildingPIT INFORMATION Square Fo coon Type: No. of Dwelling Units. Flood Zone: Electrical Er - New Service — No. of AMPS: Mechanical El (Duct layout required for new systems) N Plumbing 0" New Construction - No. of Fixtures: Fire Sprinkler/Alarm 0 No. of heads: Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee. A copy of the executed contract is required in order to calculate a plan review charge. If the executed contract is not submitted, we reserve the right to calculate the plan review fee based on past permit activity levels. Should calculated charges exceed the documented construction value when the executed contract is submitted, credit will be applied to your permit fees when the Print Ownytr/Agenl's Name otaty-State of Florida --- V ---- Da—tc GAYLE L. FLEMING Notary Public - State of Florida My Comm. Expires Nov 26, 2015 o, Commission # EE 118217 Produced ID _ Type of ID APPROVALS: ZONING: ENGINEERING: 4-- - 7 ,c , Signatur,,,[Co,n, r Agent I ate Print Cq)aractor,'Agent's Name M Notary- Sut(c of GAYLE L. FLEMING Notary Public - State off ofFlorjidao MyComm. Expires Nov 26, 2015 Commission # EF 118217 Me or Contri Me of Produced ID Type of ID UTILITIES:, e -/Z WASTEWA'I'ER: FIRE:,,/,- . 1 BUILDING: Rev 11.08 x N/ LEVELNU U U N 0' (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 51 The lower the EnergyPerformance Index, the more efficient the home. 1New construction or existing o. Single family or multiple family a. Number munits, i'multiple family 4 Number orBedrooms n | othis aworst case? o. Conditioned floor area (n") r. vvinouwm~ Description a u'raun': om.u=V3a sHGC oHGC=u. c} u u'pwom,: om.U=o3n syGC a*GC= 0,3/ c u-Factor: wm S*GC: u u-Factor: wm SnGC: Area Weighted Average Overhang Depth Area Weighted Average 3nGc: o Floor Types w S|a»- On'mrouoEdge Insulation u.wm o, w/^ New (From Plans) s, Wall Types oau*oun Area Single-family o m m — ExteriorExteriorn= o 11 uwm R= nr o. wm R= w o g.wm n= 1n C i"gTypes Insulation No u,Under Attic ( Venvm) n=30o 312,00nr 1204 uw»\ n= ft2 N/An~ u" Areac 11Ducts n o` enrsnr a. Sup: Attic, net: Attic, AH:noom,mo/uum e 301 52.10n` 12Cooling systems matumr sffiwonov ft2 1,437 n ozm Insulation Area n~no 204. 00n" e~ nr e= n" 13. Heating systems a, Electric Heat Pump 14Hot water systems Natural Gas u Conservation features None 15. Credits I certify that this home has complied with the Florida Energy Efficiency Code for Building Construction through the above energy saving features which will be installed (or exceeded) inthis home before final inspection. Otherwise, anew EPLDisplay Card will bocompleted based oninstalled Code compliant features. Builder Signature: Address cfNew Home: Chy0FLZip: kBtu/h, efficiency 23.2 * SPpo00 Cav 1gallons epn75 Note: This |snot eBuilding Energy Rating. Uyour Index iabelow 70.your home may qualify for energy efficient mortgage (EEM)incentives |fyou obtain aFlorida EnergyGaugoRating, Contact the EnorgyGeugeHotline ot(321) 638-1492 or see the EnergyGauge web site at energygauge.com for information and a list of certified Raters. For information about the Florida Building Code, Energy Conservation, contact the Florida Building Commission's support staff. Label required by Section 303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT. En* myoa0004DUSA - plaeowzumSection 4o 4.1Compliant Software Project Summary Job: MONSTER HOUSE wrightsofto Date: 4-27-12 Entire House By: EJH DEL -AIR HEATING &AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone, 407-333-2665 Fax: 407-333-3853 Web: WWW.DEL-AIR,COM For: HABITAT 4 HUMANITY Notes: Weather: Orlando Sanford AP, FL, US Winter Design Conditions Summer Design Conditions Outside db 42 'F Outside db 93 'F Inside db 70 'F Inside db 75 'F Design TD 28 'F Design TD 18 'F Daily range M Relative humidity 50 % Moisture difference 38 gr1lb Heating Summary Structure 10662 Btuh Ducts 2627 Btuh Central vent (0 cfm) 0 Btuh Humidification 0 Btuh Piping 0 Btuh Equipment load 13288 Btuh Infiltration Method Construction quality Fireplaces Area (W) Volume (ft3) Air changes/hour Equiv. AVF (cfm) Simplified Average 0 Heating CoolinA120412 9816 9816 0.45 0.23 74 38 Heating Equipment Summary Make CARRIER Trade 14 SEER HP Model 25HBC324AO03 AHRI ref no. Efficiency 8 HSPF Heating input Heating output 0 Btuh @ 47°F Temperature rise 0 F Actual air flow 800 cfm Air flow factor 0.060 cfm/Btuh Static pressure 0.30 in H2O Space thermostat Sensible Cooling Equipment Load Sizing Structure 11271 Btuh Ducts 3916 Btuh Central vent (0 cfm) 0 Btuh Blower 0 Btuh Use manufacturer's data y Rate/swing multiplier 1,00 Equipment sensible load 15186 Btuh Latent Cooling Equipment Load Sizing Structure 1973 Btuh Ducts 654 Btuh Central vent (0 cfm) 0 Btuh Equipment latent load 2627 Btuh Equipment total load 17814 Btuh Req. total capacity at 0.75 SHR 1.7 ton Cooling Equipment Summary Make CARRIER Trade 14 SEER HP Cond 25HBC324AO03 Coil FX4DNF025T00 AHRI ref no. Efficiency 14 SEER Sensible cooling 17400 Btuh Latent cooling 5800 Btuh Total cooling 23200 Btuh Actual air flow 800 cfm Air flow factor 0.053 cfm/Btuh Static pressure 0.30 in H2O Load sensible heat ratio 0.85 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2012-Apr-27 10:08 11wrightsoft, Right-Slite@, Universal 2012 12 O06 RSU08057 Page 1 E:\ FilesWABITAT4HUMANITY\MonsterHouse\MonsterHouse run Calc = IVU8 Front Door faoes: E J. jr wrightsoft, Right-J@ Worksheet Entire House DEL -AIR HEATING &AIR C0Np,ITI,9NtN531CODISCOWAY, SANFORD, FL 32771 Phone: 40 33-2 65 axll?07.333.3853 Web: WWW,DEL-AIR,COM Job: MONSTER HOUSE Date: 4-27-12 By: EJH Calculations approved by ACCA to meet all r uirements of Manual J 8th Ed. 1`4+ wrightsoft, 2012-Apr-27 1008 11 Right-SuiteO Universal 2012 12,0 06 RSU08057 Page 1 E,-\Files\HABITAT4HUMANITY1MonsterHouse\MonsterHouse.rup Calc = MJ8 Front Door faces: E Ffl- wrightsoft, Right -JCS Worksheet Entire House DEL -AIR HEATING & AIR COq PITI, NING531CODISCOWAY, SANFORD, FL 32771 Phone: 4 -333-2 65 Fax: 407-333-3853 Web: W W W .DEL-AIR.COM Job: MONSTER HOUSE Date: 4-27-12 By: EJH 1 Room name KITCHEN DINING 2 Exposed wall 9.0 it 18.5 it 3 Room height 8,0 it heat/cool 8.0 it heat/cool 4 Room dimensions 9,0 X 10.5 it 1,0 x 325.8 ft 5 Room area 94.5 ft2 325.8 Q2 Ty Construction U-value or HTIVI Area (ft) Load Area (W) Load number BtutVfV-'F) Btutvft') or perimeter (it) Btuh) or perimeter (it) (Stuh) He -at Cool Gross N/P/S Heat Cool Gross N/PIS Heat cool 6 g" 10 M "'RAN V 14D-21s 0.049 a 1,36 0.74 0 0 0 0 48 28 38 21 2A-2ov 0,300 a 8.31 19.79 0 0 0 0 0 0 0 11 0.330 e 914 36 0 0 0 0 0 0 0 DO2A-2ov O 0.390 a 10.80 1Z.11 05 0 0 0 0 20 20 216 241 g j o, M " 4 g X NV\ 1413- 21 s 0,049 w 1.36 0,74 0 0 0 0 0 0 0 0 2A- 2ov 0.300 w 8,31 35,57 0 0 0 0 0 0 0 0 2A- 2ov 0.330 w 9.14 36,11 0 0 0 0 0 0 0 0 11DO 0,390 w 80 12 05 0 0 0 0 0 01 0 0 C' m I iim 111 F 22A cpl 0 989 27.40 0,00 95 9 247 0 326 19 507 0 0 A mf V 4 A\ 6 c) AED excursion 60 63 Envelope lossigain 497 345 1388 13491 12 a) Infiltration 135 45 278 921 b) Room ventilation 0 0 0 0 131 Internal gains: Occupants @ 230 0 0 1 230 Appliancesiother 1200 0 Subtotal ( lines 6 to 13) 632 1590 1666 1671 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 632 1590 1666 1671 15 Duct Is 25% 1 35% 156 553 25% 1 35% 410 581 Total room load 787 2143 1 2076 2252 Air required (cfm) 47, 113, 1251 119 Calculations aeproved by ACCA to meet all Muirements of Manual J 8th Ed. PW wrlghtsaft" 2012-Apr-27 10 08 11 Right- SuitoO Universal 2012 12,0.06 RSU08057 Page 2 At& E1Files\ HASITAT4HUMAN(TY\MonsterHouse\MonsterHouse.rup Calc = IVU8 Front Door faces: E Ffl- wrightsoft' Right-JO Worksheet Entire House DEL -AIR HEATING & AIR C0NP,ITI,9N[N531CODISCOWAY, SANFORD, FL 32771 Phone: 40 -333-2 65 ax,907-333.3853 Web: WWW,DEL-AIR.COM Job: MONSTER HOUSE Date: 4-27-12 By: EJH 1 Room name IVIBDRIVI MWIC 2 Exposed wall 30,0 It 0 ft 3 Room height 8,0 If heat/cool 8,0 It heat/cool 4 Room dimensions 1,0 x 184.0 If T5 x 5.0 ft 5 Room area 184,0 ft' 37,5 ft' Ty Construction U-value or HTIVI Area (ft') Load Area (W) Load number Btuh(fV-'F) Btutvft') or perimeter (ft) Bt h) or perimeter (ft) Btuh) Heat 7CO01 Gross N/P/S Heat- Cool Gross N/P/S Heat Cool 6 0, 1""F'77' 14D-21s 0.049 a 1.36 0.74 0 0 0 0 0 0 0 0 2A-2ov 0.300 a 831 19,79 0 0 0 0 0 0 0 0 11 2A-2ov 0.330 a 9.14 36.11 0 01 0 01 0 0 01 0 14D-21 s 0 '1 w 1 1.36 0,74 112 80 108 59 0 0 0 2A-20v 30 w 8,31 35,57 0 0 0 0 0 0 0 00400 2A-20v 0.3301 w 9,14 36.11 32 0 296 1169 0 go w11DO0310 10.80 12,05 0 0 0 0 0 140 0 00qAq274000018430822388 6 c) AED excursion 1 198 1 21 Envelope loss/gain 1563 1840 33 631 12 a) Infiltration 451 150 0 01 b) Room ventilation 0 0 0 01 13 Internal gains: Occupants @ 230 1 230 0 01 Appliances/other 0 01 Subtotal (lines 6 to 13) 1 2013 2220 33 63 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 2013 313 63 151 Duct loads 1 25%1 351/61 496 771 25% 35%1 81 22 Total mom load I 1 2509 2991 411 85 Air required (cfm) 151 158 21 4 1 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. A+ wrightsoft, 2012-Apr-27 10,D8 11 Right -Suite@ Universal 2012 12,0,06 RSU08057 Page 3 AzkE,,\ Files\FiABITAT4HUMANITY\MonsterHouse\MonsterHouse,rup Calc = MJ8 Front Door fares: E r. J. F wrightsoft, Right-J@ Worksheet Entire House DEL -AIR HEATING &AIR C 0 1 P] 313! 296 NKN.907.333 3853 Web:WWW,DEL-AIR.COM531CODISCOWAY, SANFORD, FL 32771 Phone: Job: MONSTER HOUSE Date: 4-27-12 By: EJH I Room name BATH2 MBATH 2 Exposed wall 0 ft 6.0 ft 3 Room height 8.0 it heaticool 8,0 ft heat/cool 4 Room dimensions 6.0 x 8.0 ft 6.0 x 6.0 ft 5 Room area 48.0 ft' 36.0 ft' Ty Construction U-value or HTM Area (ft') Load Area (ft') Load number Btuh/ftl-'F) Btuwft') or perimeter (ft) Btuh) or perimeter (ft) Bt h) Heat cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool M 'a ig U116, 140-21, 0,049 a 1,36 0.74. 0 0 0 0 0 0 0 2Ar2ov 0.300 a 31 19,791 0 0 0 0 0 0 0 0 2A-2ov 0.330 e 9,14 36.11 0 0 0 01 0 0 0 0 14D-21 s 0,0491 w 1 1.361 0.741 01 0 2A-2ov 0300 w 8,31 35.57 0 0 2A-2ov 1 0.330 w 914 36.11 0 0 01 01 0 0 0 0 0 0 0 61 c) AED excursion 1 -3 1 1 51 Envelope loss/gain 43 1 81 261 93 12 a) Infiltration 01 0 1 90 301 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/other 01 0 Subtotal (lines 6 to 13) 43 81 352 123 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 43 81 352 123 15 Duct loads 25 3 101 281 25%1 35% 871 43 Total room load 53 109 1 166 Air required (cfm) 31 6 26_ 9 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed, F+4- wrllghtsoft' 2012-Apr-27 M08:11 Right-Suitee Universal 2012 12,0 06 RSU08057 Page 4 E.\Files\HABFTAT4HUMANITYWonsterHouseWonsterHouse,rup Calc=W8 FronlDoor laoes, E Ffl- wrightsoft, Right -JCS Worksheet Entire House DEL -AIR HEATING & AIR C0V3'3T3!296N5ft,907-333-3853531CODISCOWAY, SANFORD, FL 32771 Phone: Web. WWW.DELAIRCOM Job: MONSTER HOUSE Date: 4-27-12 By: EJH 1 Room name1BDRIV13BDIRIV12 2 Exposed wall 14,5 ft 30,0 ft 3 Room height 8.0 ft heat/cool 8.0 ft heat/cool 4 Room dimensions 1,0 x 135.0 ft 1,0 x 146.8 ft 5 Room area 135.0 ftz 146,8 f12 Ty Construction U-value Or HTIVI Area (ft') Load Area (W) Load number BtutVft'-.F) Btuh/ft') or perimeter (ft) Btuh) or perimeter (ft) (Btuh) Gross N/P/S Heat Cool Gross N/PIS Heat CoolHeatICool 6 an 14D-21 s 0.049 a 1,36 0.74 0 0 0 0 116 841 61 2A- 2ov 0.300 a 8,31 19.79 1 0 0 0 0 0 0 0 1 G1112A-2ov 0.330 a 9,14 36.11 0 01 0 0 30 22 096 1169 1I11DOO 390 a 10.80 1Z05 1 0 0 0 0. 0 01 0 01 14D- 21 s 2A- 20v 2A- 2ov w 1 1, 361 0. 74 w 8.31 35.57 w 9.14 36.11 to 0 0 0 0 0 0 0 0 0 0 1 0 0 822 0 61 c,) AED excursion 1 1 -20 1 631 Envelope loss/gain 7871 447 1530 1514 12 a) Infiltration 2181 72 451 150 b) Room ventilation 01 0 0 0 13 Intema(gains: Occupants @ 230 01 1 0 0 0 Appliances/ other 01 1 0 Subtotal ( lines 6 to 13) 1005 520 1980 1664 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 1005 520 1980 1664 151 Duct loads 1 25%1 35% 248 181 25%1 35%1 488 5781 Total room load I I 12521 700 I I 2468 I2242' Air required (cfm) 75 37 149 11811 Calculations aUgroved by ACCA to meet all Muirements of Manual J 8th Ed. FW wrlghtsOft* 2012-Apr-27 10:08:11 Right - Suited Universal 2012 12,0.06 RSU08057 Page 5 E:\ FilesWABITAT4HUMANITY\MonsterHouseWonsWrHouse,rup Cale = MJ8 Front Door faces: E A ItF wrightsoft Right-J@ Worksheet Entire House DEL -AIR HEATING & AIR CONP,ITI, N[NG531CODISCOWAY, SANFORD, FL 32771 Phone: 40 -333-2 65 ax: 407-333-3853 Web WWW.DEL-AIR.COM Job: MONSTER HOUSE Date: 4-27-12 By: EJH 1 Room name I LUNG 2 Exposed wall I 25.5 ft 3 Room height 8.0 ft heat/coot 4 Room dimensions 11.0 x 14.5 ft 5 Room area 159.5 ft' Ty Construction U-"-lue Or HTM Area (ft') Load Area Load number (Btutvftl-,F) (Btutvft') or perimeter (ft) (Btuh) or perimeter Heat I Cool Gross I N/P/S Heat Cool Gross I N/PIS Heat Cool 6 V G 14D-21 14D-21 s 2A-2ov 2A-20V 11DO e, 1 1, 361 10, M 8,31 9,79 9,14 36.11 w 7' Z 5W83135 7 IN ,14 3611919 10.80 12.05 04 2 017,40 0,0C I 61 c) AED excursion 1 1 63 Envelope loss/gain 1418 1281 12 Infiltration 383 127 b) Room ventilation 0 0 13 internal gains: Occupants @ 230 3 690 Appliances/other 1 01 Subtotal (lines 6 to 13) 1801 2098 Less external load 0 0 Less transfer 0 0 Redistribution 0 0 14 Subtotal 1801 2098 15 Duct loads 25% 35% 4441 729 1 1 1 Total room load 2245 2827 Air required (cfm) 1 1 1351 1491 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. rk wrilghtsc>ft2012-Apr-27 10:08:11 Right - Suite& Universal 2012 12,0 06 RSU08057 Page 6 E: files\HASITAT4HUMANITY\MonsterHouseWonsterHouse.rup Calc = MJ8 Front Door faces, E wrightsoft. Duct System Summary Job: MONSTER HOUSE Date: 4-27-12 Entire House By: EJH DEL -AIR HEATING &AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-333-2665 Fax: 407-333-3853 Web. W W W DEL-AIR.COM Project Information For: HABITAT 4 HUMANITY External static pressure Pressure losses Available static pressure Supply / return available pressure Lowest friction rate Actual air flow Total effective length (TEL) Heating 0.30 in H2O 0.06 in H2O 0.24 in H2O 0.12/0.12 in H2O 0.223 in/100ft 800 cfm 108 ft Supply Branch Detail Table Cooling 0.30 in H2O 0.06 in H2O 0,24 in H2O 0,12/0,12 in H2O 0.223 in/100ft 800 cfm Name Design Btuh) Htg cfm) Clg cfm) Design FIR Diarn in) H x W in) Duct Matl Actual Ln (ft) Ftg,Eqv Ln (ft) Trunk BATH2 c 109 3 6 0.316 4.0 Ox 0 VlFx 6.0 70.0 8DRM2 h 2468 149 118 0.223 7.0 Ox 0 VlFx 22.5 85.0 SO BDRM3 h 1252 75 37 0.236 0 Ox 0 VlFx 16.6 85.0 SO DINING h 2076 125 119 0.332 6.0 Ox 0 VlFx 2.2 70.0 KITCHEN c 2143 47 113 0.228 6.0 Ox 0 VlFx 20.3 85.0 SO LIVING c 2827 135 149 0.298 TO Ox 0 VlFx 6 70.0 MEIATH h 438 26 9 0.311 4.0 Ox 0 VlFx 7.3 7QO MBDRM c 2991 151 158 0.306 7.0 OX0 VlFx 8,5 70.0 MWIC c 85 2 4 0.320 4.0 Ox 0 VlFx 5.0 70,0 UTILITY C 1671 1 85 1 88 1 0.224 1 6.0 1 Ox 0 VlFx 1 22,1 1 85.0 1 SO Name Trunk Type Htg cfm) Clg cfm) Design FIR Veloc fpm) Diarn in) H x W in) Duct Material Trunk SO Peak AVF 357 356 0.223 654 10.0 0 X 0 VinlFlx Name Grill Size (in) Htg cfm) Clg cfm) TEL ft) Design FIR Veloc fpm) Diarn in) H x W in) Stud/Joist Opening (in) Duct Matl Trunk rbl Ox 0 800 800 0 0 0 0 Ox 0 VlFx 2012-Apr-27 M08,12 wrightsoft, Right-SurteO Universal 2012 12D 06 RSU08057 Page I ACC!", E \Files"ABITAT4HUMANITYWonstectiouse\MonsterHouse nip Calc = IVU8 Front Door faces: E SITE FORM 405-10 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: MonsterHouse Builder Name. HABITAT 4 HUMANITY Street: Permit Office: J4 JV Awce City, State, Zip: FL , Permit Number: / e , Owner: Jurisdiction: Design Location: FL, Sanford 1. New construction or existing New (From Plans) 9. Wall Types (1192,0 scift.) Insulation Area 2, Single family or multiple family Single-family a. Insulated Concrete Form, Exterior R=22.0 1192.00 ft2 b, N/A R= ft2 3. Number of units, if multiple family 1 c, N/A R= ft2 4. Number of Bedrooms 3 d, N/A R= ft2 10, Ceiling Types (11312.0 sqft.) Insulation Area 5, Is this a worst case? No a. Under Attic (Vented) R=30,0 1312.00 ft2 6. Conditioned floor area above grade (ft2) 1204 b, N/A R= ft2 Conditioned floor area below grade (ft2) 0 c, N/A R= ft2 11 Ducts R ft2 7. Windows(142.9 sqft.) Description Area a. Sup: Attic, Ret: Attic, AH: RoomsinBlockl 6 301 a. U-Factor: Dbl, U=0,33 90.76 ft2 SHGC: SHGC=0,21 b, U-Factor: Dbl, U=030 5210 ft2 12. Cooling systems kBtu/hr Efficiency SHGC: SHGC=0,21 a, Central Unit 23,2 SEER14.00 c, U-Factor: N/A ft2 SHGC: 13, Heating systems kBtu/hr Efficiency d. U-Factor: N/A ft2 a. Electric Heat Pump 23.2 HSPF:8,00 SHGC: Area Weighted Average Overhang Depth: 1,437 ft. Area Weighted Average SHGC: 0,210 14, Hot water systems a. Natural Gas Tankless Cap: 1 gallonsEF: 8. Floor Types (1204.0 sqft,) Insulation Area 0,820 a. Slab -On -Grade Edge Insulation R=0.0 1204,00 ft2 b. Conservation features b. N/A R= ft2 None c. N/A R= ft2 15. Credits Pstat Glass/ Floor Area: 0,119 Total Proposed Modified Loads: 18.07 PASS Total Standard Reference Loads: 35.53 1 hereby certify that the plans and specifications covered by Review of the plans and ii'114E S this calculation are in compliance with the Florida Energy specifications covered by this Code, calculation indicates compliance with the Florida Energy Code. PREPARED BY: 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. OWNER/ AGENT: BUILDING OFFICIAL: DATE: DATE: Compliance requires certification by the air handier unit manufacturer that the air handler enclosure qualifies as certified factory -sealed in accordance with 403.2.2.1.1. Compliance requires completion of a Florida Air Barrier and Insulation Inspection Checklist 4/ 27/2012 10:17 AM EnergyGauget USA - FIaRes201 0 Section 405.4.1 Compliant Software Page 1 of 5 PROJECT Title: MonsterHouse Bedrooms: 3 Address Type: Street Address Building Type: FLProp2010 Conditioned Arew 1204 Lot # Owner: Total Stories: I Block/SubDivision: of Units: 1 Worst Case: No PlatBook: Builder Name: HABITAT 4 HUMANITY Rotate Angle: 0 Street: Permit Office: Cross Ventilation: No County: SEMINOLE Jurisdiction: Whole House Fan: No City, State, Zip: Family Type: Single-family FL , New/Existing: New (From Plans) Comment: CLIMATE IECC Design Temp Int Design Temp Heating Design Daily Temp v Design Location TMY Site Zone 97,5% 2.5% Winter Summer Degree Days Moisture Range FL, Sanford FL—ORLANDO—SANFOR 2 39 93 70 75 677 44 Medium BLOCKS Number Name Area Volume 1 Blockl 1204 9632 SPACES Number Name Area Volume Kitchen Occupants Bedrooms Infil ID Finished Cooled Heated 1 RoornsInBlockl 1204 9632 Yes 3 3 1 Yes Yes Yes FLOORS v# Floor Type Space Perimeter R-Value Area Tile Wood Carpet I Slab -On -Grade Edge Insulatio RoomsInBlockl 149 ft 0 1204 112 0 03 07 ROOF Roof Gable Roof Solar SA Emitt Emitt Deck Pitch Type Materials Area Area Color Absor. Tested Tested Insul. deg) 1 Gable or Shed Composition shingles 1269 ft2 200 W Medium 0.85 N 0,9 No 0 184 ATTIC v# Type Ventilation Vent Ratio (1 in) Area RBS IRCC 1 Full attic Vented 300 1204 ft2 N N CEILING Ceiling Type Space R-Value Area Framing Frac Truss Type 1 Under Attic (Vented) RoomsInBlockl 30 1312 ft2 0,11 Wood 4/27/2012 10:17 AM EnergyGaugel) USA - FlaRes201 0 Section 4054.1 Compliant Software Page 2 of 5 WALLS Adjacent Cavity Width Height Sheathing Framing Solar Below t/ # Ornt To Watt Type Space R-Value Ft In Ft In Area R-Value Fraction Absor. Grade% 1 N Exterior Insulated Concrete ForrRoomslnBloc 22 46 0 8 0 368 ft2 0 0 0.6 0 2 E Exterior Insulated Concrete ForrRoomsInBloc 22 28 6 8 0 228 ft2 0 0 0.6 0 3 S Exterior Insulated Concrete ForrRoomslnBloc 22 46 0 8 0 368 ft2 0 0 0.6 0 4 W Exterior Insulated Concrete ForrRoomslnBloc 22 28 6 8 0 228 ft2 0 0 0.6 0 DOORS Ornt Door Type Space Storms U-Value Width Height Area Ft In Ft In 1 E=>E Wood RoomslnBloc None 0,46 3 0 6 8 20 ftz 2 S=>S Wood RoomslnBloc None 0.46 3 0 6 8 20 ft2 3 W=>W Wood RoomslnBloc None 0A6 3 0 6 8 20 ft2 WINDOWS Orientation shown is the entered, Proposed orientation. f Wall Overhang Ornt ID Frame Panes NFRC U-Factor SHGC Storms Area Depth Separation Int Shade Screening 1 N=>N 1 Vinyl Low-E Double Yes 0.3 0.21 N 16,1875 ft 1 It 0 in 0 ft 10 in HERS 2006 None 2 E=>E 2 Vinyl Low-E Double Yes 0.3 0.21 N 9.86 ft2 7 ft 4 in 0 ft 4 in HERS 2006 None 3 E=>E 2 Vinyl Low-E Double Yes 0,33 0.21 N 32.37 ft' 1 It 0 in 0 ft 10 in HERS 2006 None 4 S=>S 3 Vinyl Low-E Double Yes 0.3 0,21 N 9.86 ft' 1 It 0 in 0 ft 10 in HERS 2006 None 5 S=>S 3 Vinyl Low-E Double Yes 0,33 0.21 N 26.02 ft' 1 It 0 in 0 ft 10 in HERS 2006 None 6 W=>W 4 Vinyl Low-E Double Yes 0.3 0.21 N 16,19 ft' 1 It 0 in 0 ft 10 in HERS 2006 None 7 W=>W 4 Vinyl Low-E Double Yes 0,33 0,21 N 32,375 ft' 1 ft 0 in 0 It 10 in HERS 2006 None INFILTRATION Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 1 BySpaces Proposed SLA 0,000360 1136.9 62,415 117,38 0,2628 7.0821 HEATING SYSTEM System Type Subtype Efficiency Capacity Block Ducts 1 Electric Heat Pump None HSPF: 8 23.2 kBtulhr 1 sys#1 COOLING SYSTEM System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 Central Unit Split SEER: 14 23.2 kBtu(hr 696 cfm 0.75 1 sys#1 4/27/2012 10:17 AM EnergyGaugeO USA - FlaRes2010 Section 405.4.1 Compliant Software Page 3 of 5 HOT WATER SYSTEM V# System Type SubType Location EF Cap Use SetPnt Conservation 1 Natural Gas Tankless Exterior 0,7544 1 gal 60 gal 120 deg None SOLAR HOT WATER SYSTEM V FSEC Collector Storage Cert # Company Name System Model # Collector Model # Area Volume FEF None None ft2 DUCTS Supply ---- Return ---- Air Percent HVAC # Location R-Value Area Location Area Leakage Type Handler CFM 25 Leakage QN RLF Heat Cool 1 Attic 6 301 ft2 Attic 60.2 ft2 DSE=0.88 RoomslnBl 0.0 cfm 0.00 % 0.00 0.60 1 1 TEMPERATURES Programable Thermostat Y Ceiling Fans: Cooling [X] FebF:b MMa, Apr Junn XX] Augj00ctt NovD Heating X nJan jXXj Feb Xxj XXJ A X May JXXI XIXI Xj Julu Augg IXXI Sep XXJ X Nov JXXJ Decc Venting X Jan X Feb X Mar X Apr X May X Jun X Jul X Aug X Sep X Oct X 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 4/27/2012 10:17 AM EnergyGauge(& USA - FlaRes201 0 Section 405,4,1 Compliant Software Page 4 of 5 FORM 405-10 Florida Code Compliance Checklistnxw `^ `00"U K "."wU= Florida Department of Business and Professional Regulations Residential Whole Building Performance Method ADDRESS: PERMIT #: MANDATORY REQUIREMENTS SUMMARY - See individual code sections for full details. COMPONENT SECTION SUMMARY DFREOU|RE&4ENTS) Air leakage 4024 Tubecaulked, gaskeMy1.weeohorotrippado/otherwise sealed. Recessed lighting IC -rated oameeting ASTME283.Windows and doors = 0. 30 ofm/oq.ft, Testing or visual inspection required. Fireplaces: gasketed doors & outdoor combustion air. Must complete envelope leakage report orvisually verify Table 402.4.2. Thermostat & 4031 Atleast one thermostat shall beprovided for each separate heating and oonmde cooling system, Where forced - air furnace ioprimary system, programmable thermostat is required. Heat pumps with supplemental electric heat must prevent supplemental heat when compressor can meet the load. Ducts 4012.2 All ducts, air handlers, filter boxes and building cavities which form the primary air containment passageways for air distribution systems shall boconsidered ducts orplenum chambers, shall beconstructed and sealed inaccordance with Section 5O3.2.7.2of this code. 40333 Building framing cavities shall not baused masupply ducts. Water heaters 403.4 Heat trap required for vertical pipe risers, Comp| yviUneffidemcienin Table 4O3.4.3.2.Provide switch orclearly marked circuit breaker o| ecthc)orshutoff (gas),Circulating system pipes insulated Um=R-2 accessible manual OFF switch, Kxoohaniom| 4015 Homes designed hooperate atpositive pressure orwith mechanical ventilation ventilation systems shall not exceed the minimum A8HRAEG2level. Nomake-up air from attics, orevv|apaoea.garages oroutdoors adjacent topools orspas. Swimming Pools 403.9 Pool pumps and pool pump motors with a total horsepower (HP)of= 1 8paa HPshall have the capability cfoperating attwo ormore speeds. Spas and heated pools must have vapor -retardant covers oreliquid cover or other means proven Voreduce heat loss except if70%ofheat from site -recovered energy, Off/timer switch required. Gas heaters minimum thermal efUciency=78%(8296after 4/ 18/13).Heat pump pool heaters minimum COP=4.D. Cooling/heating 403,5 Sizing calculation performed & attached. Minimum efficiencies per Tables 5U3.2.3,Equipment efficiency verification required. Special equipment occasion cooling nrheating capacity requires separate system or variable capacity system. Electric heat >10kVVmust bedivided into two ormore stages. Ceilings/knee walls 405.2.1 R-19 space permitting. 4/27/201210:17^w snorgyGaugoOUSA -naneo2o10Section 4u5. 4.1Compliant Software Page Su|5 Florida Building Code Online Pagel of PERMIT# z toIT, E AN 5 k d utiIN 7", j" ZMI-11 -,!T lorida Department;' 8CIS Home Log In User Registration Hot Topics Submit Surcharge StaLs & Facts Publications FBC Staff DCIS Site Map Links Search 3usines IrProduct Approvalessitn"a USER: Public User Regulation RM PLpgya,6aa,o al Mfn > Product or Agolicatiori Search > &Plicabwn List > Application Detail rq 1 FL # FL9943-R3 Application Type Affirmation V Code Version 2010 Application Status Approved Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Certification Agency Validated By Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Simonton Windows I Cochrane Ave Pennsboro, WV 26415 800) 746-6687 Ext 2329 tiffany,_davies@simonton.com Tiffany Davies tiffany_davies@simonton.com Tiffany Davies PO Box 1646 5300 Briscoe Road Parkersburg, WV 26102 800) 542-9118 Ext 9329 tiffany-davies@simonton.com AAMA 1827 Walden Office Square Suite 550 Schaumburg, IL 60173 847) 303-5664 webmaster@aamanet.org Windows Double Hung Certification Mark or Listing American Architectural Manufacturers Association American Architectural Manufacturers Association 51013910 Year AAMA/WDMA/CSA 101/1.S,2/A440 2005 F F• :1 1 http://www.floridabuilding.org/pr/pr_app—dtl.aspx?param=wGEVXQwtDqvZ8PX3QSNIx,., 4/26/2012 Florida Building Code Online Page 2 of 3 Documentation from approved Evaluation or Validation Entity Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved s N,' t'i " FL9943 R3 COC--!Lo-rl-dA-Sti-f-Affirmation -letter —Of eguivglence p-d Method 1 Option A 02/02/2012 02/02/2012 02/07/2012 Summary of Products FL # Model, Number or Name Description 99411Brickmould 600 42-19 Profinish Brickmould 600 vinyl DH vinyl DH I-ImIts of Use Approved for use In HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +50/-50 Other: 36x63, 3604 Tmull twin 72.505.75 Certification Agency Certificate FL9243 RC ,-8LSim --4-2--19--D-H-3§-x63 R - df 1`1- 924R3 C CAC im 42-19 H 6x74 R50,ndf F1,2243 R3 C CAC tm 42-1 DH Twin 73x76 R50,og Quality Assurance Contract Expiration Date 09/14/2014 Installation Instructions FL9243 R3 It- INQ14$ 42-19 DH 2&j2df Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports 0 Created by IndeRendent Third Party: 9943.2 42- 19 Profinish Brickmould 600 42-19 Profinish Brickmould 600 vinyl DH vinxl DH I Limits ofUse Approved for use In HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant. No Design Pressure: +35/- 35 Other: 44.25x63, 48x80, 52x7t, Tmull twin, 72.5x63 Tmull triple 10904 Certification Agency Certificate FL294 R.1 C CAC Sim 42-19 DH 44x 3R FL9943 R3 C CAC Sim 42-19 DH 48x80 R35,odf FL3 R3 C CAC Sim 42-19 L)H 52x71 R35,UQ( 171-924] R3 C CAC Sim 42-19 [2H Trigle IQ9x74 B15_ad_f FL2943-- R3 C CAC Sim 42-19 DH Twin 73x 35. df Quality Assurance Contract Expiration Date 09/14/2014 Installation Instructions FL 943 R3 11 IN0148 42-19 DH 2X.pdf FL2243 P,2 11 IN015Q 42-19 PU Twin Zkadt F1994] R3 11 INQ151 42-19 DU Triple 2&od Verified By: American Architectural Manufacturers Association Created by Independent Third Party; Evaluation Reports Created by Independent Third Party: t9 Pro 19943.3 F4249 ProfinishBrickmould60042-19 Profinish Brickmould 600 vinyl DH vinyl DH YJ Limits of UseApproved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +30/-30 Other, Tmull twin 89x63 Tmull twin 96.5x80 Certification Agency Certificate JR q %0_2 FL9243R3 C.. CACgSim42-1DH Twin 9x J3 d_f FL9943R3 C CA Sim 42-19 H Twin WxSO R30.odf Quality Assurance Contract Expiration Date 10/05/2014 Installation Instructions FL2943 23 11 IUQ150 42- 12 DH Twin 2&120 Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by IndeEendent Third Party: Back F N..t http:// www.floridabuilding.org/pr/ pr_app_dtl.aspx?param=wGEVXQwtDqvZ8PX3QSNIx... 4/26/2012 Florida Building Code Online Page 3 of 3 2ntar_t Us :: 194Q Noah M2nr9e 5tre2t. jallgUassee F6 3Za2l) e42aj The State of Florida is an AA/EEO employer. CopyrIqUt 2QQ7-a0IQ,StAte of E12rld'j. :: fttxa'Y Sta 6"22S&Ilty 5tateMglat :: Refund StateMC Under Florida Ia., e-mail addresses are public records If you do not want your e-mail address released in response to a public -records request, do notsendelectronicmailtothisentity. Instead, contact the office by phone or by traditional mail. If you have any questions regarding DBPR's ADA web accessibility, please contact our Web Master at -fLUs, Product Approval Accepts; am to 99 al Norton SLCURED http://www.floridabuilding.org/pr/pr_app_dtl,aspx?param=wGEVXQwtDqvZ8PX3QSNIx... 4/26/2012 8 A MODEL DESIGNATION; Simonton Double Hung Series 42-19 Vinyl Window MAXIMUM OVERALL NOMINAL _51Z See Size Chart DESIGN PRESSURE RATING: See Size Chart USABLE CONFIGURATIONS: X X GENERAL DESCRIPTION, The head, sill, and side jambs are extruded PVC. The wall thickness through which the anchor screw penetrates is a minimum of 0.070". 2- MAX?Typ.,) A) MAX. mot' 2 I i r 6 X MI WOOD SCREW, TYNP. __v FLANGE TO SUCK tj S T MAX, OVERALL FRAME V40TH SIZE CHART OVERALL SIZE IMDTH 1e H- DP RATING 44.25" 63" 48" 80' 35 PSF 52" k 71' 36" 63" 50 PSF NO P.E. SEAL REQUIRED INSTALLATION SUPPORTED BY AAMA TEST REPORTS 6 X 1 1/4* MIN- WOW SCREW WITH 100' MIN. EWBEDMENTINTO WOOD 2X SUCK SILICONE CAULK V PSIXLICONE CAULK 1/4. 1/4- MAX. SHIM HEAD V 4X SCALE jA 1/4- MAX. SHIM SILICONE CAULK SILICONE CAULK 6 X 1 1/4' MIN- WOOD SCREW WITH 1,00* MIN. 2X BUCK EM8EDMENTINTO WOOD SILL Q 4X SCALE REVISIONS N0 PE SEAL REOUIRW NOTE, D SIZE 04ART, 1/4- MAX. SHIM 6 X I I/*- MIN, WOOD SCREW WITH 1 00' MIN, EMBEDMENT INTO WOOD SILICONE CAUL JAMB 4X SCALE ZX SUCK SILICONE CAULK DATE. NOTES: 1. This installation has been evaluated for use in locations adhering to the Texas & Florida Building Codes and where pressure requirements as determined by ASCE 7 Minimum Design Loads for Buildings and Other Structures do not exceed the design pressure ratings herein, for use outside the H.V,H,Z. 2, All interior and exterior perimeter surfaces of the window must be caulked. 3. Anchors shall be as specified and spaced as shown. Anchor embedment to base material shall be beyond wall dressing or stucco and into wood, 4, The responsibility for selection of Simonton products to meet any applicable local lows, building codes, ordinances, or other safety requirements rests solely with the architect, building owner, or contractor, S. Shims are optional. Max. shim stock is 1/4". 6. Wood bucks (by others) must be engineered and anchored property to transfer loads to the structure. 7, When used in areas requiring impact protection, the product REQUIRES the use of approved impact resistant shutters or other external protection. 8. Flashing should be applied according to ASTIM E 2112. DP-41DSURE STAIEMMT Ths, document it V. Property of Sh—t- lsrds sttich ratoins off Pwistory isw o9w rights to Its tw6jitt matt - This d--t 4 P1.4ded to the —04-1, an it. ,V-,.d U- dutt A 1. net to bo L-.d—d. nV,.&—d in ft.[. t — used In —p-tioe sith the design —Astor repair of goods for anyone other thmn Skri ntor, Windoss fth—t It. —L this —bit;- does not 11rt44, the 1-1013rrt'. riot. to vtV.s b fo—tlon —tkiod 1h this do 0— d sl,lch 4 proWy obte—d! f— -othK oo— SIMONTON* 8 DI—iflonolTdisroxsttICzd— Av— Poc,xlxso' W 26415 0.6- 1. Angles NEA—LE. PAFET: ;W A .03 Fff tat f xx .01 T 30 ,j, SMES, XXX * .005 42-19 DOUBLE IfLING. MODEL DESIGNATION, Simonton T—Mulled Double Hung Series 42-19 Vinyl Window MAXIMUM OVERALL NOMINAL SIZE: See Size Chart DESIGN PRESSURE RATING: See Size Chart USABLE CONFIGURATIONS: X X X X GENERAL DESCRIPTION: The head, sill, and side jambs are extruded PVC. The wall thickness through which the anchor screw penetrates is a minimum of 0.070". O. k MAX. 8' (TyC. ) AX. MAX- x x a pta x i 1 6 x 1 1/4' MIN. WOOD SCREW. TYP, FLANGE TO BUCK tt4 E L— — — — — — — — T tY MAX. OVERALL FRAME WIDTH NO P.E. SEAL REOUIRE€} .t +s aATE: INSTALLATION SUPPORTED 1 ADDED 'tW PE SEAL REOL`Ftm' NOTE TD.O. oz/28h BY AAMA TEST REPORTS 2 ADDED SIZES 89 x 63 AND 72.5 X 6a TOO 105tMA 06 X 1 1/4' MIN. WO00 SCREW WITH IDO' INMIN. EMBEDMENT TO WO00 2X BUCK SILICONE CAULK SILCONE CAULK 1/ 4' MAX. SHIM t SIZE CHART OVERALL SIZE WIDTH HEIGHT 89" 63" DP RATING 30 PSF 97" 80 62. 5" 3' t35 PSF7.57 t50PSFHEAD 4X SCALE 2X BUCK SFUCONE CAULK. 1/ 4' MAX. SHIM 6 X 1 1/4' MW WOOD SCREW W€TN 1.00' MIN. EMBEDMENT € NTO WOW 5iUCONE CAULK mate 4X SCALE MAX. SHIM NE CAULK SILCONE CAULK A6 X 1 1/4' MIN. 9 k SCREWWITH1.00' MIN. BUCK EMSEDMENTINTO WOODSILLKD 4X SCALE NOTES: 1. This installation has been evaluated for use in locations adhering to the Texas do Florida Building Codes and where pressure requirements as determined by ASCE 7 Minimum Design Loads for Buildings and Other Structures do not exceed the design pressure ratings herein, for use outside the H.V.H.Z. 2. All interior and exterior perimeter surfaces of the window must be caulked. 3. Anchors shall be as specified and spaced as shown. Anchor embedment to base material shalt be beyond watt dressing or stucco and into wood. 4. The responsibility for selection of Simonton products to meet any applicable local lows, building codes, ordinances, or other safety requirements rests solely with the architect, building owner, or contractor. 5. Shims are optional. Max. shim stack is 1/4". 6. Wood bucks (by others) must be engineered and anchored property to transfer foods to the structure. 7. When used in areas requiring impact protection, this product REQUIRES the use of approved impact resistant shutters or other external protection. 8. Flashing should be applied according to ASTM E 2112. DISCLOSURE STAI[ EMENT TWO document € e the property of S6n uiton 'Alndoes. ddEk stains od propAetury oM other dote to Re eebject motter. 1rh document le provided to the ns oient on the asprsved ndtim thot € t fs not te, be dlsd u . in •hole is a torare —)— ti- with Ore design, monufact— or lens other then Senenten WLtdcee eithmt Its consent. This restrtcdlon does not Ifinit the recipient's rights to utRim inf—Visr mntokwd in title document enkh I. p.Wy obleked sem mother — Don f- ol TdOtnmnfmererr SIMONTON* p I Codhnae A— p ,WV 26415 Oedrnofs Angles x t. 03 FIT IofT Xx £ Ot a- 30 m n. XXX t . DOS 42-F8 - DOUBLE NAN YA PLASTICS CORP. 37.SU'MAX. OVERALL PLASTPRO INC. FRAM' WIDTH 9 PEACH TREE HILL ROAD Z. Z LIVINGSTON, NEW JERSEY 07039 E C1 DISTINCTION SERIES OPAQUE FIBERGLASS DOOR INSWING / OUTSWING IMPACT" A 0 0: 0 000 GENERAL NOTES 1Cn zoz i. This product has been evaluated and is in compliance with the 2007 Florida Building 0 > Code (FBC) structural requirements excluding the "High Veracity Hurricane Zone" 0 HVHZ) a: 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wafi dressing or stucco. a. L 3. When used in areas requiring wind borne debris protection this product complies with Section 1609.1.2 of the FBC and does not require an impact resistant covering. This product meets missile leve['V and includes Wind Zone 4 as defined in ASTM E1996. 4, For 2,, stud framing construction, anchoring of these units shall be the some as that Z shown for 2x buck masonry construction. 2 Ln 5, Site conditions that deviate from the details of this drowing require further engineering analysis by a licensed engineer or registered orchiteci. T7-1 TABLE OF CONTENTS SWING_ vfstc frrrssrixf,es OSMVE- SHEET # DESCRiMON 1! ANfilEGATIVE I Typical elevation, design pressures, & general notes 37.5a, 2 Door parer oetails Z 3 Horizontal cross sections INSWING X +65.0 -70.0 ---09102108 4 Vertical cross sections 82.W1 5 Buck and frame anchoring - 2X buck mosonry construction 37.SW' SCALE, N.T.S.— 6 Frame anchoring - i X buck masonry construction OUTSWING X OWG, BY; RR 7 W of materials & components + 65.0 -65.0 CW1 By, LFS DPW= NO.: FL-4760A U1 J-1 SHM _L OF _L E 0 EXTERIOR z0 i.:J 14 ; n ; m ^ g z ti mF r' zs 4 26 26 9o='oVLL zz ML INTERIOR ° rto 2 HORIZONTAL CROSS SECTION E 35.75" MAX z DOOR ----i 6 PANEL WOTH T 4 n J Itno <` 2 uxzo 0 ss -+ INTERIOR EXTERIOR M ac7m a uz r > ao i t9 CATCH 6 -inf STELE DOOR 70P RAtt °d' tv wood remforcemenF Cekv4o; Pvc a a r m u p 2 Fv a O 2 0 x z CATCH J HINGE SikE CNLAa Pvc I ( F f z a Z t i REINP. WOOD (; DOOR BOffOfd RACE a 091021108 Fa lock CeRuEor pvc SCALE. o N. T.S. vxs. ar: RR m 7VERTICAL CROSS SECTION f _ e``- LF5 3 FL- 4760.I o se T 2 oe 7 12 EMB (TYP.) CI 23: 102 4 07 t?!1! z 2 Z a z at 18 INTERIOR 2 3 k, 3 3 00 EXTERIOR 13 z020 CL 21 r -"\HC>P3MONTAL CROSS SECTION iEms, (Typ.j r3 3 Shown W/ I X sub -buck substituting concrete screws for wood screw per EMB MP.' W Sec r 1714.5,4.2 of the FBC m J5, 15" C) C-SINK C-SINK 2 CiTYPIFyp) z z z V) z0 777, 16 6 to MERIOR INFERIOR 8 2 00 7; z EXTERIOR 27 13 EXTERIOR ave 09102108 SCALF, N,T.S. DWG. ;Y. _RR 21 arc. ere LFSHORIZONTALCROSSSECTION inswing6utswgHORIZONTALCROSSSECTIONDFAWMW.: otso o,,= inswing FL-4760A W sneer _7 of 7 WN. FROM " MIN, FROM MASONRY EDGE MASONRY EDGE TYP.i jyp'( VERTICAL CROSS SECTION 4 Outs-ing shown inswing crIso opproved EXTERIOR NTERIOR rP VERTICAL CROSS SECTION Outswng configuration 2 1/2" MIN, FROM 2-1/2- MIN FROM MASONRY EDGE MASONRY EDGE rYp'j (TYPj r2 - VERTICAL CROSS SECTION SFj;W —W/l X sub -buck substituting concrete screws for wood screws Per Seciion 1714.5.4.2 of the FBC VERTICAL CROSS SECTION Inswing configuration z z 09 /02/08 N.F.S. e RR 7m By,, LFS T 4 of 7 6" TYP. HEAD JAMBS MASONRY J OPENING RAME z z 2X BUCK — LL BUCK ANCHORING STRIKE JAMS FRAME ANCHORING vosorTy 2X buck construction NOTES: 114"Elco concrete screws anchoring 2K buck require a minimum C:Jecrcrce to masonry edges, a i - 114" minimum embedment and minimum 4" clearance to odfOCent Concrete screws. Substitution Of equot concrete screws from a different supplier may have different edge distance and center distance requirements. Concrete screw locations Of the Carriers may be adjusted to maintain the minimum edge distance to mortar Joints. It concrete screw toCOhons noted as "MAX ON CENTER" must be adjusted to maintain the minimum edge distance to mortar joints, additional concrete screws may be required to ensure the maximum on center dimension is not exceeded. 4" Yp' HEAD JAMBS SEE NOTE I MASONRY OPENING az 2X BUCK - 0 LATCH & DEADROLT DETAIL HINGE JAMS HINGE DETAIL z 8 F-- N.T.S. Ely- RR 6 BY: LFS MG "01 60.1 aFL-1 T 5 oF 7 6 z Wa z SEE HNOTEI 0 TYP, HEAD 13T& Z JAMBS SEE NOTE MASONRY OPENING HINGE DETAIL FRAME z Z C I X BUCK oa n M SEE NOTE 2 SEE 27 NOTE 2 KE JAMEFRAME ANCHORING HINGE JAMS LATCH ScTry I X Luck construction NOTES: z t. 114" ITW concrete screws anchoring frame and/or silt require a minimum 2- 117'ciecronce to masonry edges, a l - i 14"minfrrium embedment and a minimum 3" clearance to adjacent concrete screws. Substitution of equal concrete screws from a different supplier may have different edge distance and center distance requirements. Concrete screw locations at the comers may be adjusted to maintain the minimum edge distance to monoi joints, It concrete screw locations noted as "MAX. ON CENTER'* must be adju5fed to maintain the minimum edge distance to mortar joints, additionot concrete screws may be required to ensure the maximum or, center dimension is not exceeded. Scolf, N.T.S. :0 2. 3116" ITW concrete screws anchoring frame and/or sill require a minimum 2-518" clearance to masonry edges. a 1- 114" minimum embedment and a minimum 2- 114" clearance to adjacent DWG. BY. RR 6 concrete screws unless otherwise noted by concrete screw manufacturer. c;; &,,LFS DMUMG ma FL- 4760,i soft A — 7 iD PLASTPROINC. FRAME WIDTH 3 9 PEACH TREE HILL ROAD 6 LIVINGSTON, NEW JERSEY 07039 DISTINCTION SERIES OPAQUE FIBERGLASS DOOR GENERAL NOTES G I This product has been evaluated and is in comptionce with the 2007 Florida Building Code (FBC) structural requirements excluding the'High Velocity Hurhcone Zone" 0 W LL2, 2Producl anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond waP dressing or stucco. CL 3, When used in areas tecluirixig wind bome debris protection this product compjies with Section 1609.1.2 of the FBC and does not require on impact resistant covering, This product meets missile level V and includes Wind Zone 4 as defned in ASTM 4, For 2x stud framing cortstruction. crichoring of these units snail be the some as thaT shown for 2x buck masonry construction. 5. Site concMions that dev;ote from the details of this drawing require further engineering analysis by a licensed engineer of registered architect. TABLE OF CONWM I Typical eievdfion, design pressures. general notes 5 Buck and frome anchoring - 2X buck mosorry construction 37.50" 9 EXTER€OR Zd 2 a® o in•: ars c 8 INTERIOR z HORIZONTA doss SECnoN 35.75 +SAX. 2 PANEL FNVH 4 y Q y..66" INTERIOR EXTERIOR o- r 9 LATCH d HINGE D[E 25 DOOR TOP RAIL aztvtvrcoBreinforcementCefVorPvc m z z 7 Xto a z in LArcH r HrNGE snlE — C- ISH pvc 4 i Z i t RE Nf: WOOD DOOR BOTrOAA RAtI 09102108 az for fuck CeGWar pvc sGtL N.LS. 1 MtBY.. RR t VERTICAL CROSS SECTION *K Or: LES FL- 4760. L a s - 2- of 7 g 1. 114- MIN. EMB, (TYP,) rl Y-2 0. 23 12 0 1 w a E Z Z,- W's P• r 16 6 is INTERIOR E S 2 3 3 1'\ 3 so a: 0 (D EXTERIOR 21 w >- cL Im 2w dj HORIZONTAL CROSS S1-1/4!'MIN. 3 EMB. (TYP.) Shownwl I X sub -buck sub F, o concrete screws for wood ', 'a, EMB . gyp.) Section 1714.5.4.2 of the FOC. 4) J4 ne AF 15' 4 3 0 C-SINK C-SINK w Tm) 00 (TYP,) Lu 0z z z v) I INTERIOR INTERIOR w 02 z E z z 09102108 T EXTERIOR EXTERIOR * 24 NSCALL .T. 27 4) 2 J DW, en RR m HOPWONTAL CROSS SECTION 21 cw_ BY. LFS ghon inswing r2—"\ HORIZONTAL SECTION Dft4YMG ND, oFL-4760.1 od m approved oho shown -inswing osoapproved smm 3 oF 7 l" WN. FROM MIN, FROM, MASONRY EDGE MASONRY EDGE TYP fTYP 2 1/7'MIN. FROM 2-i12"MfN FROM, MASONRY EDGE MASONRY EDGE Typ.) (TYP.) 3 gi 00Z 0 z N, ti 12 12 1 23 0. 0 2 23 66 UA Z" EXTERIOR INTERIOR EXTERIOR 'INTERIOR VERTICAL CVERTICALCROSSSECTIONr2 ROSS SEC17ON shover inswng Shown Msub-buck sub fifutingahoapprovedconcretescrewsforwood5scfews per Sec*ion 17 14.5.4.2 of the FBC rb EXTERIOR INTERIOR EXTERIOR INTERIOR ( nz N 01300Ln of is 5 zr z N.F.S.scuE e owl RRr3VERTICALVERTICALCROSSSECTIONALCROSSSECTIONCW. By, LFSOutswingconfugurofionfnswngconrigurotionDROMko, FL-4760.1 Wm --4 OF-! T T HEAD jAMBS SEE NOTE I MASONRY Jf OPENING 2X SUCK - 0 4 SUCK ANCHORING o ha z IYP. HEAD IAMBS MASONRY OPENING E xvz z z o 2X SUCK 0 u vs L o Min STRIKE JAMB FRAME ANCHORING masonry 2X buck construction HINGE JAMB z0F5 NOTES: I V4"Eicc concrete screws arichorng 2x buck require a minimum I - clearance to rnosorry edges, a 1- 114- minimum embedment and a minimum 4" clearance to adjacent concrete screws. Substitution of equat concrete screws from a different supplier may have different edge distance and center distance requirements, ConeTefe screw faCChOrl$ Or the carriers may be adjusted to maintain the minimum edge distance to mortar joints. It concrete screw locations noted as "MAX, ON CENTER- must be adjusted to maintain the minimum edge distance to mortar joints, additional concrete screws may be required to ensure the maximum on center dimension is not exceeded, LATCH & DEADOOLT DETAIL HINGE DETAIL F-1 N.T.S. BY, RR by. LFS 04 W-1 FL-4760.1 T _.5 or 7 2, STRIKE JAMB NOTES MASONRY OPENING FRAM I X BLIC FRAME ANCHORING masorfy I X buck constwcfion M -A HINGE JAW SEE NOTE I HINGE DETAIL LATCH & DFADBOLT DETAIL 2 19 114" ITW concrete screws anchoring frame and/or 501 require a minimum 2-117'ciecronce to masonry edges, a 1-114" minimum embedment and a minimum 3" clearance to adjacent concrete screws. Substitution of equoi concrete screws from a different 5uppfiar may have different edge distance and center distance requirements. Concrete screw locations at the comers may be adjusted to maintain the minimum edge distance to mortarjoints. If concrete screw locations noted as "MAX. ON CENTER" must be adjusted to maintain the minimum edge distance to mortar joints, additional concrete screws may be required to ensure the maximum on center dimension is not exceeded. 3116" ITW concrete screws anchoring frame arid/or sill require a minimum 2-518"clearance to masonry edges, a 1- 114" minimum embedment and a minimum 2-114" clearance to adjacent concrete screws unless otherwise noted by concrete screw manufacturer. cooP- Z. N.F.S. By: RR ey: LFS VW No, FL-4760. I 6 or 7 Florida Building Code Online Page I of 3 OFFICE P-PRMI tali 7 06 a ejDartmem',! I 8CIS Home Log In User Registration Hot Topics Submit Surcharge Stats & Facts Publications FBC Staff BCIS Site Map Links Search 3usineS Dressi h"a 1 USER: Public User ji Product Approval Regulation 11 PrL App,l ny , Pr , Agol,calion S ar.h > &agq: u > Application Detail Ito a cent FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address/ Phone/Email Authorized Signature Technical Representative Address/ Phone/Email Quality Assurance Representative Address/ Phone/Email Category Subcategory Compliance Method Certification Agency Validated By Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By FL9943- R3 Affirmation 2010 Approved Simonton Windows I Cochrane Ave Pennsboro, WV 26415 800) 746-6687 Ext 2329 tiffany_ davies@simonton.com Tiffany Davies tiffany - davies@simonton,com Tiffany Davies PO Box 1646 5300 Briscoe Road Parkersburg, WV 26102 800) 542-91 t8 Ext 9329 tiffany_ davies@sirnonton.com AAMA 1827 Walden Office Square Suite 550 Schaumburg, fl- 60173 847) 303-5664 webmaster@aamanet, org Windows Double Hung Certification Mark or Listing American Architectural Manufacturers Association American Architectural Manufacturers Association Standard Year AAMA/ WDMA/CSA t01/I,S.2/A440 2005 http. 11www.floridabuilding.org/pr/pr_app,_dti.aspx?param=wGEVXQwtDqvZ8PX3QSNIx... 4/26/2012 Florida Building Code Online Page 2 of 3 Documentation from approved Evaluation or Validation Entity Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved mmary of Products i3ui,duig Code FL9943 R3 C CFI rida Self Affirmation letter f gqylyalenee pdf Method 1 Option A 02/02/2012 02/02/2012 02/07/2012 FL # Model Number or Name Description 99411 142-19 Profinish Brickmould 600 I 42-19 Profinish Brickmould 600 vinyl DH 111vinyl DH Limits of Use Approved for use In HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure. +50/-50 Other* 36x63, 36x74 Tmull twin 72.505.75 Certification Agency Certificate FL9243 R3 C AC Sim 42-19 DH 36x63 R52,ad-f FL9 4 R3 C CAC Sim 42-19 DH 36x74 RaQ_p-d-f FL9943 R3 C CA . irn 42-1 DH Twin 73x7 R 0. df Quality Assurance Contract Expiration Date 09/14/2014 Installation Instructions FL9942 R3 11 IN0148 42z.1 DH X,f FL 943 R3 11 IN 150 42-19 DH Twin Verified By: American Architectural Manufacturers Association Created by independent Third Party: Evaluation Reports Created by Independent Third Party: 9943.2 1-19 Profinishnish Brickmould42Brickmould600 42-19 Profinish Brickmould 600 vinyl DH vinil DH Limits of Use = Approved for use In HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +35/-35 Other: 44.25x63, 48x80, 5201, Tmull twin, 72.5x63 Tmull triple 10904 Certification Agency Certificate FL924 R3 C CAC Sim 42-1() DH 44x62_B35_,pdf FL9943. R3 C CAC Sim 42-19 DH 48x80 R35 pd FL294 R3 C !C: Sim 42-19 DH 52x71 R35.0df FL2943 R3 C CAC Sim 42- 111 DH Tri le 11904 Rj5j2Qf FL9943 Quality Assurance Contract Expiration Date 09/ 14/2014 Installation Instructions FL92443 R3 It IN0150 42-19 DH Twin 2X.[2df FL2243- R3 11 [NO 51 42-19 DH riole 2X,odf Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: i9943. 3 42-19 Profinish Brickmould 600 42-19 Profinish Brickmould 600 vinyl DH vinyl DH Limits of Use Approved for use In HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +30/-30 Other. Tmull twin 89x63 Tmull twin 96.5x80 Certification Agency Certificate FL994R3 C CAC Sim 42-1 DH Twin 8 x63 R3 of FL 94 R3 C CAC Sim 42-19 Dl-1 Twin 07"n Q In -if Quality Assurance Contract Expiration Date 10/05/ 2014 Installation Instructions FL2943 R3 11 [U0150 42-j22dTwin -2-X-QQ-f Verified By; American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created b Inds endent Third Party; http://www.floridabuilding. org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqvZ8PX3QSNIx... 4/26/2012 Florida Building Code Online Page 3 of 3 Contact Us :: 1219 North Monrog 5tr2et. Tallahas52e FL 12322 PhRUe; §50-1§7- LL2,1 The State of Florida is an AA/EEO employer, Conyright 2007-2010 SWIe 2f Florida, :: privagy Statement :: ac ability Statement 1: Befog Stdemlos Under Florida law, e-mail addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail, if you have any questions regarding DSPR's ADA web accessibility, please contact our Web Master at Product Approval Accepts: V WN R M Credit I http://www.floridabuiIding.org/pr/pr—app_dtl,aspx?param=wGEVXQwtDqvZ8PX3QSNIx... 4/26/2012 MODEL DESIGNATION: Simonton Double Hung Series 42-19 Vinyl Window MAXIMUM OVERALL NOMINAL SIZE: See Size Chart. DESIGN PRESSURE RATING: See Size Chart USABLE CONFIGURATIONS: X X GENERAL OF IPTTON: The head, sill, and side jambs are extruded PVC. The wall thickness through which the anchor screw penetrates is a minimum of 0.070". 2' —I MAx. t_ 8 1/2' O,C. ___......111 t-- t t € MAX (T.? E.. 2' tAx. T N x T SIZE CHARTt OVERALL SIZE DP RATINGWIDTHfH Q g6 X 1 1/4' M€N. WOOD SCREW, TYP. RANGE TO BUCK 44.25" 63" 35 PSF48" , 80" 52" 71" x50 PSF 36" 74" Ili II - 11 II14 xvaM M W MAX. OVERALL. FRAME WIDTH NO P.E. SEAL REQUIRED INSTALLATION SUPPORTED BY AAMA TEST REPORTS 6 X 1 Ile MIN. WOW SCREW WITH 100' MIN. EMBEDMENT Wit) W000 2X BUCK SILICONE CAULK SILICONE CAULK I/4' MAX. SHIM HEAD 4X SCALE REV19ON5: ADDED 'NO PE SEAL REQUIRED" NOTE. UPDATED SZE CHART. y}.% 2X BUCK 1 /4' MAX. SHIM-,_ Fr —SILICONEr- SILICONE CAULK 6 X I I/4" MIL. WOW SCREW WITH 1,00' MIN. EMBEOMENTINTO WOOD SILICONE CAULK JAMB J 4X SCALE MAX. SHIM SILICONE CAULK2ttl/ e SILICONE CAULK 6 X 1 I /e MIN. WOOD SCREW WITH 1,00' MIN. 2X BUCK EMBEDMENT INTO WOOD SILL 4X SCALE DATE. NOTES. 1. This installation has been evaluated for use in locations adhering to the Texas & Florida Building Codes and where pressure requirements as determined by ASCE 7 Minimum Design Loads for Buildings and Other Structures do not exceed the design pressure ratings herein, for use outside the H.V.H,Z. 2. All interior and exterior perimeter surfaces of the window must be caulked. 1 Anchors sholl be as specified and spaced as shown. Anchor embedment to base material shall be beyond wall dressing or stucco and into wood. 4. The responsibility for selection of Simonton products to meet any applicable local laws, building codes, ordinances, or other safety requirements rests solely with the architect, building owner, or contractor, 5. Shims are optional. Max. shim stock is 1/4", 6, Wood bucks (try others) must be engineered and anchored properly to transfer bads to the structure. 7, When used in areas requiring impact protection, the product REQUIRES the use of approved impact resistant shutters or other external protection, 8, Flashing should be applied according to ASTM E 2112. lx5x5tY ncs we CTA uFFYT lhia documatt is the property of 5--ian w-joy wtaah reta6ts am W-Prietary and otf- rghts to Rs e,bjsct matter. Thht doymbst 7a Provided to thsr reatpient oa the saprwesed rnsditf— thot R Ns rot to t e disdoeed, reyrodoced N whole o Port. — oaed h ao JI—ttao .ith the design —f-t— a ePox of goads to, myaoa other than Slnoot— yAndo- w[thout ita --t. This reetActt- does net Imit the ncWwICe ighto to vDize hfonnotton contoY.d in th4 doctrrnent which is property obtoo td i p onother epeKe. Disr—k"', Tot—ASIMONTOW RfeSa 0lherw/aC. $pECifed H p b S 1 Cacb—Aveaue Peamb—. W V 266I5 0eaimofe Angier T: X t 03 FIT t of t Xx t .01 a- 30 ,i, XXx t .005 42-19 DOUBLE H 2X SUCK INSTALLATION MODEL DESIGNATION: Simonton T—Mulled Double Hung Series 42-19 Vinyl Window MAXIMUM OVERALL. NOMINAL SIZE: See Size Chart p€SIGN PRESSURE RATING: See Size Chart j ( 2` 1 I Max. 9 X X X X The head, sill, and side jambs are extruded PVC. The wall thickness through which the anchor screw penetrates is a minimum of 0.070'. 9` O.C. MAX. 6 X t 1/4' MIN. WOOD SCREW, TYP, FLANGE TO BUCK W' MAX. OVERALL FRAME MOTH NO P.E. SEAL REQUIRED INSTALLATION SUPPORTED BY AAMA TEST REPORTS 6 X F 1/4` MIN. WOOD SCREW WITH i.00' MIN. EMBEDMENT INTO WOOD 2X BUCK SILICONE CAULK SILICONE CAULK F f4` MAX. SHIM 2' I MAX. I SIZE CHART OVERALL SIZE 1., WIDTH HEIGHT DP RATING 89" 63" ± 30 PSF I 97" 80" 72.5" 63' ±35 PSF 72.5" 75.75" ±50 PSF a cid HEAD 4X SCALE REVISIONS ADDED 'NO PE SEAL REQUIRED" NOTE ADDED SIZES 69 X 63 AND 72.5 X 63.. 2X BUCK SILICONE CAULK F/4' MAX. SHIM t#6 X 1 1/4` MIN. WOOD SCREW WITH 1.00` MIN, EMBEDMENTINTO WOOD Sit FCONE CAULK 4W JAMB A1/4- 4X SCALE MAX. SHIM NE CAULK SILICONE CAULK# 6 X 1 1/4' MIN. SCREW WITH 1.00' MIN. 2X BUCK EMSEDMENTINTO WOOD SILL 4X SCALE DATE: NOTES: r. This installation has been evaluated for use in locations adhering to the Texas & Florida Building Codes and where pressure requirements as determined by ASCE 7 Minimum Design Loads for Buildings and Other Structures do not exceed the design pressure ratings herein, for use outside the H.V.H.Z. 2. All interior and exterior perimeter surfaces of the window must be caulked. x 3. Anchors shall be as specified and spaced as shown. Anchor embedment to base material shall be beyond wall dressing or stucco and into wood. 4. The responsibility for selection of Simonton products to meet any applicable local laws, building codes, ordinances, or other safety requirements rests solely with the architect, building owner, or contractor. 5. Shims ore optional. Max. shim stock is 1/4". 6. Woad bucks (by others) must be engineered and anchored properly to transfer loads to the structure. 7. When used in areas requiring impact protection, this product REQUIRES the use of approved impact resistant shutters or other external protection. 8. Flashing should be applied according to ASTM E 2112. DISCLA Tha docament I. agwc STATEMENT S rW%t; 0jr1SIMONT'ON` pry y ofertont WTndore, shldf 04sfertsbnm Toderrntus L` B tNQ150 retaWs proorlstorY and ottror light. to its evb*t matter. Urdess Othend- S—Ifltd w I M o a w s AWN 11: ATE; Fhb dooimsnt is pro ided to the redpimt on the etre ohni k i Co ho— A— CHECKED BY: ATE: OI%o7 can-Ittm awt it 4 not to be dl>•doaed.. W slide P—bolo, W V 26415 P.I. nor aged In }mc6on rkth the design, monu(octurc or Decimde Angles repoir of goods for oryene other thou Silholitw Wi does CALF EET: APPR D BY: DATE: e10 lts --t. This reetrfetI. does not lhhlt the FlT tot i reel —t's to to at6+ze u,tam anon aontoFMd in IN. ICE AREA; .% t .03 docam t ehkii h property obtained ban another . XX i Of Or 30 mbt, sire. sxane ur. .XXX t .DOS 42-19 - DOUBLE tIUNO. TWIN _.. OFFICE FORM 405-10 PERMIT# 2-,-r,-o FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: MonsterHouse Builder Name: HABITAT 4 HUMANITY Street: Permit Office. Jf*'O'r Ce City, State, Zip: FL, Permit Number: 1.2 — rj'70 Owner: Jurisdiction: JJ DesignLocation: FL, Sanford 1 New construction or existing New (From Plans) 9, Wall Types (11192,0 sqft,) Insulation Area 2, Single family or multiple family Single-family a. Insulated Concrete Form, Exterior R=22,0 1192,00 ft' b. N/A R= ft2 3. Number of units, if multiple family I c, NIA R= ft2 4. Number of Bedrooms 3 d. NIA R= ft, 10, Ceiling Types (1312,0 sqft,) Insulation Area 5, Is this a worst case? No a, Under Attic (Vented) R=30,0 1312,00 ft' 6 Conditioned floor area above grade (ft') 1204 b, N/A R= ft2 Conditioned floor area below grade (ft') 0 c N/A R= ft2 11, Ducts R ft2 7 Windows(142.9 sqft,) Description Area a. Sup: Attic, Ret. Attic, AH: RoomsInBlockl 6 301 a, U-Factor: Dbl, U=0,33 9016 ft2 SHGC: SHGC=0,21 b, U-Factor: Dbl, U=0,30 52.10 ft2 12, Cooling systems kBtu/hr Efficiency SHGC: SHGC=021 a, Central Unit 23,2 SEER 14.00 c, U-Factor: NIA ft2 SHGC: 13. Heating systems k6tu/hr Efficiency d, U-Factor: N/A ft2 a, Electric Heat Pump 23 2 HSPF:8.00 SHGC: Area Weighted Average Overhang Depth 1.437 ft Area Weighted Average SHGC: 0210 14, Hot water systems a Natural Gas Tankless Cap 1 gallons 8 Floor Types (1204,0 sqft,) Insulation Area EF 0,820 a, Slab -On -Grade Edge Insulation R=0,0 1204.00 ft' b Conservation features b. N/A R= ft2 None c. N/A R= ft2 15, Credits Pstat Glass/ Floor Area: 0,119 Total Proposed Modified Loads: 18.07 PASS Total Standard Reference Loads: 35.53 1 hereby certify that the plans and specifications covered by Review of the plans and j,114111 S r4 2, 0this calculation are in compliance with the Florida Energy specifications covered by this 4 Code. calculation indicates compliance with the Florida Energy Code. PREPARED BY: Before construction is completed DATE: this building will be inspected for 0 yAk ;t. compliance with Section 553.908 I hereby certify that this building, as designed, is in compliance Florida Statutes. with the Florida Energy Code. Q0, WF 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 403.2.2.1.1. Compliance requires completion of a Florida Air Barrier and Insulation Inspection Checklist 4/ 27/2012 10:17 AM EnergyGauge@ USA - FlaRes2010 Section 405.4,1 Compliant Software Page 1 of 5 PROJECT Title: MonsterHouse Bedrooms: 3 Address Type: Street Address Building Type: FLProp2010 Conditioned Area: 1204 Lot # Owner- Total Stories: 1 Block/SubDivision: of Units: 1 Worst Case: No PlatBook: Builder Name: HABITAT 4 HUMANITY Rotate Angle: 0 Street: Permit Office: Cross Ventilation: No County SEMINOLE Jurisdiction: Whole House FanNo City, State, Zip: Family Type: Single-family FL , New/ Existing: New (From Plans) Comment: CLIMATE IECC Design Temp Int Design Temp Heating Design Daily Temp v Design Location TMY Site Zone 97,5% 2.5% Winter Summer Degree Days Moisture Range FL, Sanford FL--ORLANDO—SANFOR 2 39 93 70 75 677 44 Medium BLOCKS Number Name Area Volume 1 Blockl 1204 9632 SPACES Number Name Area Volume Kitchen Occupants Bedrooms Infil ID Finished Cooled Heated 1 RoomsInBlockl 1204 9632 Yes 3 3 1 Yes Yes Yes FLOORS v# Floor Type Space Perimeter R-Value Area Tile Wood Carpet I Slab -On -Grade Edge Insulatio RoomsInBlockl 149 ft 0 1204 ft2 0 03 0.7 ROOF Roof Gable Roof Solar SA Fmitt Fmitt Deck Pitch Type Materials Area Area Color Absor, Tested Tested Insul (deg) 1 Gable or Shed Composition shingles 1269 ft2 200 ft2 Medium 0,85 N 0,9 No 0 18A ATTIC RBS IRCC TypeVentilationVentRatio (11 in) Area 1 Full attic Vented 300 1204 ft2 N N CEILING Ceiling Type Space R-Value Area Framing Frac Truss Type 1 Under Attic (Vented) RoomsInBIock1 30 1312 ft2 0,11 Wood 4/ 27/2012 10:17 AM EnergyGaugeO USA - FlaRes2011 0 Section 405.4,1 Compliant Software Page 2 of 5 WALLS Adjacent Cavity Width Height Sheathing Framing Solar Below SpaceV # Ornt To Wall Type R-Value Ft In Ft In Area R-Value Fraction Absor, Grade% 1 N Exterior Insulated Concrete ForrRoomsInBloc 22 46 0 8 0 368 ft2 0 0 0.6 0 2 E Exterior Insulated Concrete ForrRoomsInBloc 22 28 6 8 0 228 ft2 0 0 0.6 0 3 S Exterior Insulated Concrete ForrRoomsInBloc 22 46 0 8 0 368 ft2 0 0 0.6 0 4 W Exterior Insulated Concrete ForrRoomsInBloc 22 28 6 8 0 228 ft' 0 0 0.6 0 DOORS Ornt Door Type Space Storms U-Value Width Height Area Ft In Ft In 1 E=>E Wood RoomslnBloc None 046 3 0 6 8 20 It' 2 S=>S Wood RoomsInBloc None 046 3 0 6 8 20 ft2 3 W=>W Wood RoomsInBloc None 046 3 0 6 8 20 ft' WINDOWS Orientation shown is the entered, Pro used orientation, Wall Overhang ff Ornt ID Frame Panes NFRC U-Factor SHGC Storms Area Depth Separation ln(Shade Screening 1 N=>N 1 Vinyl Low-E Double Yes 03 0,21 N 16,1875 ft 1 ftO in 0 ft 10 in HERS 2006 None 2 E=>E 2 Vinyl Low-E Double Yes 0.3 0.21 N 9,86 ft' 7 It 4 in 0 ft 4 in HERS 2006 None 3 E=>E 2 Vinyl Low-E Double Yes 0,33 021 N 32,37 ft' 1 It 0 in 0 It 10 in HERS 2006 None 4 S=>S 3 Vinyl Low-E Double Yes 03 0,21 N 9.86 W 1 ft 0 in 0 ft 10 in HERS 2006 None 5 S=>S 3 Vinyl Low-E Double Yes 0.33 0,21 N 26 02 ft' 1 ft 0 in 0 ft 10 in HERS 2006 None 6 W=>W 4 Vinyl Low-E Double Yes 0.3 0.21 N 16.19 ft' I ft 0 in 0 ft 10 in HERS 2006 None 7 W=>W 4 Vinyl Low-E Double Yes 0,33 0,21 N 32375 ft' 1 ft 0 in 0 ft 10 in HERS 2006 None INFILTRATION Scope Method SLA CFM 50 ELA EqLA ACH ACH 50 1 BySpaces Proposed SLA 0000360 1136,9 62,415 117,38 02628 70821 HEATING SYSTEM V# System Type Subtype Efficiency Capacity Block Ducts I Electric Heat Pump None HSPF: 8 23,2 kBtu/hr I systO COOLING SYSTEM V # System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 Central Unit Split SEER: 14 23.2 kBtu/hr 696 cfm 0,75 1 sys#1 4/27/2012 10:17 AM EnergyGauge(g) USA - FlaRes2010 Section 405.4.1 Compliant Software Page 3 of 5 HOT WATER SYSTEM V# System Type SubType Location EF Cap Use SetPnt Conservation 1 Natural Gas Tankless Exterior 0,7544 1 gal 60 gal 120 deg None SOLAR HOT WATER SYSTEM VFSEC Collector Storage Cert # Company Name System Model # Collector Model Area Volume FEF None None ft2 DUCTS Supply ---- Return ---- Air Percent HVAC # Location R-Value Area Location Area Leakage Type Handler CFM 25 Leakage ON RLF Heat Cool 1 Attic 6 301 ft2 Attic 60,2 ft2 DSE=0.88 RoomslnBl 0,0 cfm 0.00% 0,00 0,60 1 1 TEMPERATURES Programable Thermostat: Y Ceiling Fans: Cooling n Feb Apr, X]Jun JuDecAAugugSepX1 Oct0 NNHealing Xxj Jan XXJ Feb XIXI Mar XXJ A JunXn XjXj Jul X IXI MM:yy AugX1 jXxi Sep IX Oct 1vNovX1EX]] DecIXVentingXJanXFebXMarXAprXMayXJunXJulXAugXSepXOctXNovXDec 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 4/27/2012 10:17 AM EnergyGauge®R USA - FlaRes2010 Section 405.4.1 Compliant Software Page 4 of 5 FORM 405-10 Florida Code Compliance ChecklistvK^° `= `.U ..~U~ Florida Department of Business and Professional Regulations Residential Whole Building Performance Method ADDRESS: PERMIT #: MANDATORY REQUIREMENTS SUMMARY - See individual code sections for full details. COMPONENT SECTION SUMMARY OF REQUIREMENT(S) Air leakage 402A To be caulked, gasketed, weatherstripped or otherwise sealed. Recessed lighting IC -rated as meeting ASTM E 283. Windows and doors = 0.30 cfm/sq.ft. Testing or visual inspection required. Fireplaces: gasketed doors & outdoor combustion air. Must complete envelope leakage report u,visually verify Table 4O2.42, Thermostat & 4031 Atleast one thermostat shall beprovided for each separate heating and controls cooling system. Where forced -air furnace ieprimary system, programmable thermostat iarequired. Heat pumps with supplemental electric heat must prevent supplemental heat when compressor can meet the load. Ducts 403.22 All ducts, air handlers, filter boxes and building cavities which form the primary air containment passageways for air distribution systems shall beconsidered ducts orplenum chambers, shall beconstructed and sealed inaccordance with Section 503.2. 7.2ofthis code. 40333 Building framing cavities shall not beused aasupply ducts. Water heaters 403A Heat trap required for vertical pipe risers. Comply with efficiencies in Tmb|e4O3.4.32. Provide switch orclearly marked circuit breaker e|ectho)orshutoff (gaa). Circulating system pipes insulated N = R-2 accessible manual OFF switch, Mechanical 4035 ventilation Swimming Pools 405.8 Spoo Cooling/heating 4010 equipment Ceilings/knee walls 405.2,1 Homes designed tooperate oipositive pressure o/ with mechanical ventilation systems shall not exceed the minimum ASHRAES2level, Numake-up air from attics, onevv| apaoos.garages oroutdoors adjacent Npools orspas. Pool pumps and pool pump motors with a total horsepower (HP)o[= 1 HPshall have the capability cfoperating attwo urmore speeds. Spas and heated pools must have vapor -retardant covers oraliquid cover or other means proven Loreduce heat loss except if7O96o(heat from site -recovered energy. DMVhmorswituh required, Gas heaters minimum thermal effio|enoy=78%( 82%after 4/10/13).Heat pump pool heaters minimum C0P= 4.0. Sizing calculation performed &attached. Minimum efficiencies per Tables 503.23.Equipment efficiency verification required. Special occasion cooling orheating capacity requires separate system or variable capacity system. Electric heat >1UkVVmust bedivided into two ormore stages. R-19 space permitting. 4/27s01210:17mw en=rgrGovyaOUSA 'rmnancomSection 4o5,4/Compliant Software Page svr5 SCOPE OF WORK Re: 518Melonv|leAv Sanford on Hapubitat fo r Humanity' mmmmmmmw m emn nmle w t R Buildinghones. Building comm unities. Building hope, We propose to complete the construction of the 3BR / 2 BA house at the above referenced address as follows: Slab 3,500.00 CF/, ebar/cell fill 7,50000 Rough carpentry 5'000.00 Trusses 1,500.00 Shingles 3,500.00 Soffit / fascia 750.00 Gutters / downspouts 950.80 Insulation 750D0 Doors / trim 2,500.00 Windows 2,750.O0 Stucco 3,500.00 Drywall 4^500.00 Ceramic tile 3,500D0 Paint 3,500,00 Cabinets/ countertops 4'500.00 Plumbing 5,500.00 HVA[ 5,500M Electrical 5.500.0O 4 I1OOAmeMoanaBoulevard Sanford, FL 32773 407-6965855(o#ire) 407'33I'0504(0ax) Folio/Parcel Identification Number: 30-19-31-516-0300-0220 Prepared by: Andrea B. Dinkins 1100 Americana Boulevard Sanford, FL 32773 J eturn —to: Andrea B. Dinkins Habitat ReStore 1100 Americana Boulevard Sanford. FL 32773 hARYANNE hl CLERK OF CIRCUIT [WRT GE4lNOLE COUNTY 8K 07759 Pg 1415; (1pQ) CLERK'S # 2012049271 RECORDED 04/27/2012 W*57x31 PM RECORDING FEES 10^00 RECORDED BY J Echmoroth(all) NOTICE OF COMMENCEMENT State ofFlorida, County of Orange The undersigned hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1. Description of property (legal doch h f the property, and street address ifavailable) General description __ improvement New construction of sinqle family residence Owner_information or Lessee information _' the Lessee contracted_ — for the improvement Name — Habitat for Humanity of Seminole County Greater Apopka, Florida, Inc. Address 1100 Americana Boulevard Sanford, FL 332773 Interest in Property Fee simple Name and address of fee simple titleholder (if different from Owner listed above) Nam Address 4. Contractor 07/GQS uv/e— s^ 1100 5 Surety ( if applicable, acopy of the payment bond isattached) CERTIFIED COPY Name N/A Telephone Number Aft"A^M MO0SE Address —Amount ofBondw° T.~w=/? DOUnT 6 Lender NameN/A Telephone Number SEMINOLE COUNTY, FLOR Address _ZIZ 7. Persons within the State ofFlorida designated byOwner upon whom notices orother go beserved asprovided by§713,13( 1)(a)7. Florida Statutes. AP 8 o. w~ v wn Nam N/ A TelephoneNumbe Address addition '- himself -. herself, Owner designates the ' . n~ to receive - copy of the L Notice asprovided |n§713j3(i)(b), Florida Statutes. Nam Telephone Number Address Q, Expiration date of notice of commencement (the expiration date may not be before the completion of construction and final payment to the oontractor, but will be 1 year from the date of recording un|omu a different date ia specified) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART 1, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Under penalty of perjury, I declare that I have read the foregoing i of commencement andthat the I I P1 RI 18!77 City of Sanford Planning and Development Services Engineering — Floodplain Management Flood Zone Determination Request Form Name: PZree, Firm: Address: City: State: Zip Code: Phone: /- Fax: Email: e Property Address: A Property Owner: Parcel identification Number: ?o 31 - f/ 6' 0 Phone Number: Email: The reasoaJer the flood plain determination is: New structure El 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) 0 c st,oNLYFF1L-U Flood Zone: ->'- Base Flood Elevation: Z/-1 Datum: FIRM Panel Number: 1(-J ccc'7L E: Map Date: The referenced Flood Insurance Rate Map indicates the following: F-1 The parcel is in the: El floodplain F-1 floodway F-1 A portion of the parcel is in the: El floodplain F-1 floodway KI The parcel is not in the: ED-fro-odplain E] floodway El The structure is in the: 0 floodplain floodway Ej— The structure is not in the: bodplain 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: J 0 Date: TAEngr-Fi1es\E1evation CertificateTlood Zone Determination Request Form,doc CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: 4 A C Documented Construction Value: $ 00 Job Address: 1/ o// Historic District: Yes C1 No Parcel ID: L Zoning: Description of Work: 11L "L OL-' 52"'42 12' Ense Plan Review Contact Person: Title: zz'IAS 1- IYJ E-mail: Phone: Fax: Z2 F --5r2 L Property Owner Information Name (/,rZ &/ Sir F Phone: Street: Resident of property? City, State Zip: Contractor Information Name //,#Jkj At Phone: Street: Fax: City, State Zip: State License No.: Architect/Engineer Information Name: Phone: _ Street: c rL244"-- - dz_&jA"/' City, St, Zip: Bonding Company: Address: I W", E-mail: ,"t llcce' Mortgage Lender: Address: A:' IT INFORMATION 0'wwovsm rteg w vw' ILm" I ' _ Building P imit"M<' k Square Fo coon Type: No. of Dwelling Units: f Flood Zone: — Electrical El" Plumbing C3' New Service — No. of AMPS: zL New Construction - No. of Fixtures: Mechanical 0(Duct layout required for new systems} Fire Sprinkler/Alarm 0 No. of heads: Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT, NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee. A copy of the executed contract is required in order to calculate a plan review charge. If the executed contract is not submitted, we reserve the right to calculate the plan review fee based on past permit activity levels. Should calculated charges exceed the documented construction value when the executed contract is submitted, credit will be applied to your permit fees when the Print Ownfr,Agent's Name M tate o Date GAYLE L. FLEMING Notary Public - State of Florida My Comm. Expires Nov 26, 2015 Commission # EE 118217 Me or Produced ID Type of ID V -O tl UTILITIES: APPROVALS: ZONING: ENGINEERING: FIRE: signature ofCon : ttactOAgerif ate Si Print t t rAgent's Name, "'IcA 0 ofNotary-Ste of Florid, Bate nA 40"" GAYLE L. FLEMING Florida 2015 17 I Notary Public - State of lorida My Comm. Expires Nov 26,2015 Commission # EE 118217 ContrL' ) Me or Produced ID Type of ID WASTE WATER: BUILDING: Rev 11. 08 Application No: Job Address: 518 Mellonville Avenue Parcel ID: 30-19-31-516-0300-0220 Description of Work: Install Solar PV System Plan Review Contact Person: CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Documented Construction Value: (?do11_L --- - Historic District: Yes F1 No Zoning: Title: Phone: 407-878-3820 Fax: 407-333-9143 E-mail: Property Owner Information Name Habitat For Humanity Seminole Apopka Phone: 407-696-5855 Street: 518 Mellonville Avenue Sanford, FL 32771 Resident of property? City, State Zip: Sanford _FL 32771 Contractor Information Name BlueChip Energy LLC. Phone: 407-878-3820 Street: 400 Rinehart Road #1060 Fax: 407-333-9143 City, State Zip: Lake Mary FL 32746 State License No.: EC13002507 Name: N/A Street: City, St, Zip: Bonding Company: N/A Address: Architect/Engineer Information Phone: Fax: E-mail: Mortgage Lender: N/A Address: PERMIT INFORMATION Building Permit 0 Square Footage: Construction Type No. of Dwelling Units: Flood Zone: Electrical 0( New Service — No. of AMPS: Mechanical 11 (Duct layout required for new systems) No. of Stories: Plumbing 0 New Construction - No. of Fixtures: Fire Sprinkler/Alarm 11 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 Qwner/Agent Date Habitat For Humanity of Sem Co & Greater Apopka FL Inc 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: UTILITIES: ENGINEERING: FIRE: COMMENTS: Signature of Contractor/Agent bate Andrew White Print Contractor Agent's Name L otary Public State of Florida acqueline vd Luna y CommissionEE046490 xpires 12/0512014 Contractor/Agent is Personally Known to Me or Produced ID _ Type of ID WASTE WATER: BUILDING: - Rev 11. 08 LIMITED POWER OF ATTORNEY Altamonte Springs, Casselberry, Lake Mary, Longwood, Sanford, Seminole County, Winter Springs Date: 7 I hereby name and appoint: ATV44foj an agent of: f 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): All permits and applications submitted by this contractor. The specific permit and application for work located at: Street Address) Expiration Date for This Limited Power of Attorney: J 31 License Holder Name fiic Q.r t@ State License Number:_----t/— Signature of License Holder:_ STATE OF FLORIDA COUNTY OF The foregoing instrument was acknowledgeded before me this day cif <F 200, by who is ersonallnown to me or o who has produced _ as identification and wl#'did (did not) take an oath. Signature e Notary Seal) f Florida Print or type name r "t t Notary Public State o Jacqueline W Luna R My Commission EE046490 p Expt • 1210512014 Rev. 3127107) Notary Public - State of _ Commission No. _ My Commission Expires: e '" CPA Parcel View: 30-19-31-516-0300-0220 Page I of 2 f IV4 t k 3, Ok Parcel: 30-19-31-516-0300-0220 Owner: HABITAT FOR HUMANITY OF SEM CO & GREATER APOPKA FL INC Property Address: 518 MELLONVILLE AVE SANFORD, FL 32771AtVNK4, CXA/141 " 1 t (4 Back Save Layout ? Uat. Reset --Lay - L6t i New Search Parcel. 30 19-31 516-0300-0220 Value Summary Property Address: S IS MLLLONV(LIA, A,.C-ev-t—ifie—d Owner: HARH'AT FORUMAC YOFValues Values RtATFR APOPKA it' !Nr' Co s t /Ma i k e I Cos'/Nlaket Mailing: 1100 A,vIERICANA Bt',T) --- -- - ------ SANFORD, Fi32773 Number of I Ru0dmg Subdivision Name: FAIRVIEW Tax District: SI SANFORD S 1 1,844 Skig Value! Exemption,,: — ----------- De I)! OOR Use Code; 00 VACAN RESIDI-N I IAL Lxr I valkid 5600 Land vaiwej Matk' 11 7 Land' valuc LustLMark.V0 S16,81 7 $30")54 Value 7. 9 L a k e M o ft r o Save Our Hom"S1 SO Add Amcndmcnt 11 Adj! 43426. Asiet5rxd Valuo 5 ),0 4' T-S Tax Ainount without SOH 1609 2011 Tax Bill Aino_unt S609 Tax Estimator Save Our Homes ' Sdvmg5 $0 apjAerial Both Footprintj tents f Center DoNOY INCLUDE', Non Ad Valk),ern qer M'ap -External Dual M apVe. - E.na j Legal Description 1,01 2-1. & - OT 23 iLESS SLY i FT) Bt,K I FAIRVIEW N34 P(; /I Tax Details Taxing A.,,. 61, Assessment Val.; Exempt values Taxable Value Coumy General Fund! S 16,817 hoo!sl 81 7 S0 16,817 Ctty S r 1, S IS.817 S0 $16 817 johns Water manaqemew)j S 70.8; 7 S0 3 16,811 County Rond,[ 516,81 7 S01 Sal6,81 7 Sales Deed Date F— Book Paqe Amount j Vac/Imp WARRAN I Y DELD 0201 1Quali ied Q2 71 A! 112 lrontov,d 1'1 Yo WARRAN I YDELD0 2 / Z n 05624 QD S3 t 0 C, 11) i Imp?ovcdj ye. S 4-- - z I f CLA i M 1) E 1, D Q40211 1 301 0 1 r r. p i ov e dNo SPLOAL WARRAN I Y DLLD o',/ mm-4 038121 5,0" 1111-11111111 11-1-1--l- 11111.11-I.- -- ' , -:t ; InprovCdi No SPECIALINARRANI Y OLLD 0 / 2 0,',, 0 0381 2 LIL' "62'0() !rrpfove oj No CLRIIIICATLO HIL; 01 Q3114 458i S L , CORRLc I IVL DLD 1(11;) q)/l 0907i WAKRAN I Y DLI-D -o C 0r.1 I I I ve d I ye WARRAN I y UTAA)£ I 99/1 0 3 27 61 L15-01 J 4 I rn p t ov, d 1 ye s WAR RAN I Y DLLD 01"-I) 9'1 aLl 7 01 QQ5 1 8, 0 0 1) 111 1) ov e d I N WARRAN I Y ULLD 1 Q 31 . 31 _LLJ_ L9 ('00 INA P RAN IY !) L 1, 1) W 1 1 00 1 trp"ovcr"1 Yes 011341 Find Comparable Sales within this Sybdivisiqn Land http://w-ww.scpafl.org/ParceiDetalls. aspx'? PID=-)'0-19-') 1-516-0300-0220 6/26/2012 SCPA Parcel View: 30-19-31-516-0300-0220 Page.. 2 of 2 Rk thod F rout age De pth tJrrtts. rJnit F nce Lard k" i€ue. rRONT t ? &DFJIIi 16,8ir' T _«...... ___. ... ..._._ ..._.__t _ _.. --- ------- .------ ._._ _.. __. Building Information Permits Permit r _ TyPe,.. ... i 'agency .'amount CO Date Permp, Date. . 013 iS idcHU> -Re sidetsCa Sanfcrr yl 1N) Q(II- 9 01860 ri n - Ri 4ulrr ' j 4anfar14, 7f3i)5 4. 769 Extra Features Description i Year Bit Va lalC ueast New LIE— n_.........._._._....._.........._._. ..__._ _... 1__ _ _ ._._ _ _-- _ L< Back Save Layout Reset Lay... TNew Search http:// www.scpafl.org/l)arceiDetails.aspx?PID=-')O-1 9-3) 1-516-0300-0220 6/26/2012 GENERAL NOTES: A. CONSTRUCTION SITE: 1. VERIFY EXISTENCE OF AND MARK LOCATION OF ALL UNDERGROUND UTILITIES BEFORE ANY EXCAVATION IS STARTED. 2. VERIFY AND LOCATE ALL EXISTING UTILITIES WHETHER SHOWN HEREIN OR NOT TO PROTECT THEM FROM DAMAGE. 3. THE CONTRACTOR SHALL FIELD VERIFY ALL CONDITIONS AND DIMENSIONS PRIOR TO ANY WORK AND SHALL BE RESPONSIBLE FOR ALL WORK AND MATERIALS INCLUDING THOSE FURNISHED BY SUB -CONTRACTORS. 4. ALL CONSTRUCTION SHALL COMPLY WITH THE CURRENT APPLICABLE BUILDING CODES AND LOCAL RESTRICTIONS. 5. PHOTOVOLTAIC ARRAY INSTALLATION IS CONSTRUCTED TO SUBSTAIN 140 MPH. ULTIMATE WIND SPEED & 109 MPH. NOMINAL WIND SPEED. 6. ALL DEBRIS SHALL BE REMOVED FROM PREMISES AND ALL AREAS SHALL BE LEFT IN A CLEAN (BROOM) CONDITION AT ALL TIMES. B. HOST STRUCTURES: 1, THE CAPACITY OF THE HOST STRUCTURE TO RESIST ALL LOADS IMPOSED BY ADDITIONAL CONSTRUCTION SHALL MEET THE CURRENT FLORIDA BUILDING CODE AND LOCAL RESTRICTIONS. 2. CONNECTION DETAILS SHOWN ON DRAWINGS INDICATE MINIMUM REQUIREMENTS. C. STRUCTURAL ALUMINUM: 1, ALL STRUCTURAL ALUMINUM SHALL CONFORM TO THE CURRENT FLORIDA BUILDING CODE OR THE ALUMINUM ASSOCIATION OF WASHINGTON, D.C. ALUMINUM DESIGN MANUAL. 2. ALL HOLLOW ALUMINUM EXTRUSIONS SHALL BE CAPPED ON TOP AND EXPOSED OPEN ENDS. 3, SPLICES OF ALL ALUMINUM STRUCTURAL MEMBERS, WHERE REQUIRED, SHALL BE ADEQUATELY OVERLAPPED, GUSSETTED, WELDED, OR SPLICED AS DETAILED, SO AS NOT TO CAUSE DETRIMENTAL IMPACT TO THE PERFORMANCE OF ANY MEMBER, COMPONENT, OR STRUCTURE. 4. INSTALLATION OF ALL SOLAR MOUNTING COMPONENTS SHALL COMPLY WITH CODE COMPLIANT EAGLE INSTALLATION MANUAL. V D. STRUCTURAL STEEL: 1. ALL STRUCTURAL STEEL SHALL CONFORM TO ASTM A36 OR ASTM A572 GRADE 50. ci E. STRUCTURAL LUMBER, WOOD, AND COMPONENTS: 1. ALL STRUCTURAL LUMBER AND WOOD COMPONENTS SHALL BE PRESSURE TREATED, UNLESS NOTED OTHERWISE. 2. ALL STRUCTURAL CONNECTIONS SHALL BE MADE WITH S€MPSON COMPONENTS AS NOTED ON DRAWINGS, UNLESS NOTED OTHERWISE. 3. ALL SIMPSON COMPONENTS SHALL BE INSTALLED PER THE MANUFACTURERS INSTALLATION SHEET, UNLESS NOTED OTHERWISE. F. ELECTRICAL / MECHANICAL: 1. ALL ELECTRICAL / MECHANICAL CONSTRUCTION OR MODIFICATIONS SHALL COMPLY WITH 2O08 NATIONAL ELECTRICAL CODE WITH ALL LOCAL CURRENT APPLICABLE CODES AND INDUSTRY STANDARDS. G. FOUNDATIONS, FOOTINGS, STEMWALLS, AND SLABS: 1, ALL SLABS SHALL BE AT LEAST 4"THICK, UNLESS NOTED OTHERWISE. 2. COMPRESSIVE STRENGTH FOR CONCRETE FOOTINGS AND SLABS SHALL BE 3,000 POUNDS PER SQUARE INCH MINIMUM AFTER CURING, UNLESS NOTED OTHERWISE. 3. ALL REINFORCING STEEL SHALL BE ASTM A615 GRADE 60, UNLESS NOTED OTHERWISE. 4, ALL SLABS SHALL BE REINFORCED WITH EITHER FIBER MESH OR WELDED WIRE MESH, 5. ALL CONCRETE CONSTRUCTION SHALL CONFORM TO AMERICAN CONCRETE INSTITUTE CODE NUMBER 318, BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE'. H.FASTENERS: 1. ALL LAG BOLTS SHALE. CONFORM TO ASTM A36, 2. ALL LAG BOLTS SHALL HAVE A MINIMUM EMBEDMENT OF (8X) BOLT DIAMETER INTO SOUND STRUCTURAL FRAMING. 3. ALL LAG BOLTS AND SCREWS INTO WOOD FRAMING SHALL BE PROVIDED WITH PILOT HOLES HAVING A DIAMETER NOT GREATER THAN 70 PERCENT OF THE THREAD OF THE BOLT OR SCREW. ALL LAG BOLTS AND SCREWS SHALL BE INSERTED IN PILOT HOLES BY TURNING AND UNDER NO CIRCUMSTANCES BY HITTING WITH A HAMMER. 4. ALL EXPANSION ANCHORS SHALL BE DESIGNED IN ACCORDANCE WITH THE SPECIFIC MANUFACTURER'S REQUIREMENTS AND ALLOWABLE LOADS AND SHALL ONLY BE APPLIED IN CONDITIONS ACCEPTABLE TO MANUFACTURER, 1. SEALENT: 1. ALL SEALANT SHALL CONFORM TO TT-S-001543-A, TT-S-002306, ASTM C-920 TYPE S, GRADE NS, AND CLASS 25, J. ABBREVIATONS: THE FOLLOWING LIST OF ABBREVIATIONS IS NOT INTENDED TO REPRESENT ALL THOSE USED ON THESE DRAWINGS, BUT TO SUPPLEMENT THE MORE COMMON ABBREVIATIONS USED: 1. TYP. = TYPICAL 2. EXIST. = EXISTING 3. CONT. = CONTINUOUS K. CONSTRUCTION SAFETY: 1. THESE DRAWINGS DO NOT CONTAIN NECESSARY COMPONENTS FOR SAFETY DURING CONSTUCTION. 2, THE INSTALLER, WHETHER DIRECTLY EMPLOYED OR SUBCONTRACTED, SHALL PROVIDE ADEQUATE TEMPORARY BRACING, SHORING & GUYING OF FRAMING AGAINST WIND, CONSTRUCTION LOADS, AND ALL OTHER TEMPORARY FORCES UNTIL NO LONGER REQUIRED FOR SAFETY PURPOSES AND FRAMING SUPPORT. 50'-2" i I SHINGLE ROOF Wt S.Y.P. 2X4 - 2.6 KW PHOTOVOLTAIC SYSTEM i WITH (11) ASP-240PK PV ROOF TRUSSES SPACED 24" -"' MODULES IN (1) SERIES OF O.C. STRINGS OF (11) PV MODULES V ON SHINGLE ROOF STRUCTURE. i LOAD BEARING CMU WALL BELOW SHINGLE ROOF (TYP.) ASP-PV250 GRID TIED INVERTER LOCATED INSIDE GARAGE 4'Xt0' SOLAR HOT WATER COLLECTOR BY OTHERS IV-" 41 -IV Ronald Henson li, P.E. Florida P.E. #34836 Engineering Scope is Rail Connection to Structure. N W , E S G r IA .-'r FLORIDA ULTIMATE DESIGN b IAWIINOTES: I. Roof Pitch = 4/12 2. Azimuth Angle = Varies 3. Roof Rafters = 2" x 4" - 24" O.C. 4. Roof Type = Shingle 5. Mean Roof Height = 20'-0" 6. Total Area of Solar Panels = 202 sq.ft. 518 MELLONVILLE AVE SANFORD, FL 32771 WIND SPEED DESIGN PER 2010 FLORIDA BUILDING CODE (FBCI 140 MPH ULTIMATE DESIGN WIND SPEED 109 MPH NOMINAL DESIGN WIND SPEED RISK CATEGORY: II WIND EXPOSURE: B i MASTER DRAWING INDEX SHEET DESCRIPTION A- 1 SITE PLAN & GENERAL NOTES A- 2 ROOF MOUNT ANCHORING DETAILS & PARTS E- 1 PHOTOVOLTAIC ARRAY DRAWING & ONE LINE DIAGRAM j E- 2 INVERTER SPECIFICATIONS & NOTES E- 3 SOLAR PANEL SPECIFICATIONS & NOTES E- 4 ELECTRICAL SPECIFICATIONS & NOTES E- 5 ELECTRICAL SPECIFICATIONS & NOTES 2.6 KW (11) MODULES ROOF MOUNT PARTS LIST ITEM NO. PART NUMBER DESCRIPTION OTY. 1 108-0028 EAGLE SOLAR RAIL@ I F-0" 06 2 001-0014 ASP-AP-240PK SOLAR MODULE ASSEMBLY 11 3 108-0031 SOLAR RAIL MID -CLAMP 14 4 108-0049 SOLAR RAIL END -CLAMP 16 5 108-0033 EAGLE STANDOFF MOUNTING BRACKET 18 6 108-0078 S/S IX' X 2" SLOT BOLT 30 7 001-0068 1/4" HEX HD NUT 30 8 001-0044 5/16"X 314"HEX CAP SCREW 18 9 0010046 5116" LOCK NUT 18 10 108-0034 EAGLE SOLAR RAIL SPLICE 01 11 001-0043 SCREW SELF DRILL, #10-16 X 3/4' HEX H.D. 04 2 110-0102 ASP-PV250 5 KW TL INVERTER 01 13 001-0006 SCREW, 5/16' X 3-1/2' LAG HEX HEAD 18 14 001-0007 j 5116"WASHER 18 15 ROOF ROOF STRUCTURE (SHINGLE ROOF) I 01 4 SOW SPLCE DETAL RAFTER (TYP.) ROOF ANCHORING PARTS DETAIL SCALENTS C2 ROOF ANCHORING PARTS DETAIL SCALE: NTS NOTES: 1. EAGLE MOUNTING SYSTEM TO BE MOUNTED IN ACCORDANCE WITH EAGLE CODE -COMPLIANT DESIGN PROCEDURE AND MUST BE BOLTED TO ALL EXISTING RAFTERS 48" O.C.. SHOWN ON DETAIL #2. 2. INSTALL EAGLE STANDOFF MOUNTING BRACKET BOLTED AND SECURED AT 48 O.C. WITH 5/16 X 3-1/2" BOLTS. EAGLE MOUNTING BRACKETS WITH RAIL BOLTED @ 48" 0,C. SUBSTAIN A NOMINAL 109 L P, nom 1. Roof Pitch = 4/12 Z Az" Angfe = Varies 3. Roof Rafters = 2"x 4'- 24" O.C. 4. Roof Type = Shingle 5. Mean Roof Height = 29-Y' 6. Total Area of So* artls = iO2 sq.ft WIND SPEED DESIGN PER 2010 FLORIDA BUILDING COPE fFBCj 140 MPH ULTIMATE DESIGN WIND SPEED 109 MPH NOMINAL DESIGN WIND -SPEED RISK CATEGORY: 11 WIND EXPOSURE- B Ronald Henson 11, P.E. Florida P.E. #34836 Engineering Scope is Rail Connection to Structure. MOUNTING U-CLIP HEX BOLT INSTALLED IN SLOT OF RAIL SERRATED SOLAR PANEL7FLANGENUT 5/16" X 3-1/2" LAG BOLT STANDOFF MOUNTING GALV. OR STAINLESS STEEL BRACKET ASPHALT SHINGLE -- ALL ROOF PENTRATIONS ROOF, TYP. SHALL BE SEALED WITH 518" PLYWOOD ROOF (OSI RF-140) ROOF DECK, TYP. FLASHING SELANT, MINIMUM 2' DEEP DRILL THREADED EMBEDMENT INTO TOP CORD OF TRUSS. PRE DRILL WOOD WITH 3116'DRILL BIT. EXISTING RAFTER NO. 2 SOUTHERN YELLOW PINE, TY i MOUNTING RAIL INSTALLATION DETAIL (TYP.) SCALENTS HEX BOLT INSTALLED IN - SLOT OF RAIL SERRATED FLANGE NUT STANDOFF MOUNTING — BRACKET 5116"X 3-I12" LAG BOLT STAINLESS STEEL MOUNTING UZLIP PANEL PANEL RAIL ALL ROOF PENTRATIONS SHALL BE SEALED NTH OSI RF-140) ROOF FLASHING SELANT. ASPHALT SHINGLE ROOF, TYP. 518" PLYWOOD ROOF DECK, TYP. EXISTING RAFTER NO. 2 SOUTHERN YELLOW PINE, TYP. MINIMUM 2" DEEP DRILL THREADED EMBEDMENT INTO TOP CORD OF TRUSS. PRE DRILL WOOD WITH 3116' DRILL BIT. MOUNTING RAIL INSTALLATION DETAIL (TYP.) SCALE: NTS GENERAL NOTES: ME P. i 314- CONDUIT 11) AP-240 SOLAR PANELS @ 240 WATTS EA. 2.64 kW TOTAL POWER OUTPUT ROOF MOUNTED THIS INSTALLATION UTILIZES TRANSFOP,MERLESSINVERTERS THAT REQUIRES UNGROUNDED PHOTOVOLTAIC SOURCE CIRCUITS. INSTALLTION SHALL MEET REQUIREMENTS OF NEC 690.35 INVERTER ll METER I GARAGE SUB _ 150 AMP MAIN PANEL DISCONNECT -- ` VOLTAGE DROP CALCULATION: 1. DESIGN COMPLY PER 2010 FLORIDA BUILDING CODE (FBC)13-413.1AB1.1 REQUIRES FEEDER CIRCUIT VOLTAGE DROP SHALL BE LESS THAN 2%. THE FOLLOWING CALCULATION IS BASED UPON DC RESISTANCE VALUES FOR COPPER OF TABLE 8, CHAPTER 9 OF NFPA 70. 2. 10 AWG COPPER DC RESISTANCE-0.00124f2/FT.100 FEET FROM PV ARRAY TO INVERTER .RESISTANCE OF CONDUCTOR = 0.124f2. ARRAY CODUCTORS CARRY MAXIMUM 8.48 AMPS SHORT CIRCUIT. VOLTAGE DROP ACROSS PV DC CONDUCTOR =8.48 AMPS x 0.124Q =1.052 VOLTS. VOLTAGE OF THE 11 SERIES CONNECTED PV MODULES IS 1.052 VOLTS / 335.94 VOLTS = 0.003 (0.3% < 2%) VOLTAGE DROP IS WELL WITHIN THE REQUIREMENTS OF THE FBC AND NEC. RATED 5.6 KW UNDER STANDARD TESTED CONDITi0NS NEC 2008 LABELING REQUIREMENTS: DC DISCONNECT (690.17I WARNING: ElECTPIC SHOCK. HAZARD DO NOT TOUCH TERMINALS TERMINALS ON BOTH THE UNE AND LOAD SIDES MAY BE ENERGIZED W OPEN POSITION INVERTER ( A) (690.53) RATED OPPERATING CURRENT 7.87 Adc RATED OPPERATING VOLTAGE 336 Vdc MAXIMUM SYSTEM VOLTAGE 467 Vdc RATED SHORT-CIRCUIT CURRENT 10.6 Adc UTILITY INTERACTIVE INVERTER (690.5) WARNING. ELECTRIC SHOCK HAZARD IF A GROUND FAULT IS INDICATED. NORMALLY GROUNDED CONDUCTORS MAY BE UNDERGROUNDED AND ENERGIZED. AC DISCONNECT SOLAR PV SYSTEM DISCONNECT INVERTER ( A) AC OPERATING VOLTAGE 240 Vac MAXIMUM AC CURRENT 22.5 An AC CIRCUIT BREAKER (691164) WARNING: INVERTER OUTPUT CONNECTION. DO NOT RELOCATE THIS OVERCURRENT DEVICE. 1. CABLE SHALL BE INSTALLED IN 3/4" CONDUIT, (NFPA 70 300,5(D)(1) AND 338.12(B), RACEWAY SHALL BE SEALED WHERE OPEN TO THE ELEMENTS. CONDUIT AND CABLE, WHERE INSTALLED ON A ROOF, SHALL BE MOUNTED SUCH THAT MINIMUM 1/2" DISTANCE IS MAINTAINED BETWEEN THE ROOF SURFACE AND THE CONDUIT. 2. ASHRAE - FUNDAMENTALS DATA(2007) GIVES THE MAXIMUM AMBIENT TEMPERATURE IN FLORIDA AS 94`F (34°C). ADDING 340C TO 33°C NFPA 70 TABLE 310.15(B)(2)(c) YIELDS AN OPERATING AMBIENT TEMPERATURE OF THE CONDUIT ENCLOSED CABLE OF 67°. TABLE 310.16 AMPACITY CORRECTION FACTOR FOR 900 CABLE OPERATING IN AN AMBIENT TEMPERATURE OF 670 IS 0.58. THE 30 AMP AMPACITY OF THE SPECIFIED CABLE MUST BE DECREASED TO 30AMPS x 0. 58=17AAMPS. PV PANELS ARE LISTED MAXIMUM SHORT CIRCUIT CURRENT EQUAL TO 8.48 AMPS EACH OF 2 GROUPS OF PARALLEL ARRAYS HAS A MAXIMUM SHORT CIRCUIT CURRENT = 8.48AMPS THE MAXIMUM CURRENT EACH CABLE WILL CARRY IS 8,48 AMPS, WELL WITHIN THE DERATED 17.4 AMP AMPACITY OF THE SOLARLINE MC4 CABLE, SHOULD INSTALLATION ACROSS THE ROOF BE REQUIRED. 3. DISTANCE FROM SOLAR PANEL CABLE CONNECTION TO WALL MOUNTED INVERTER SHALL BE AS SMALL AS PRACTICABLY POSSIBLE. 4, POINT OF CONNECTION WILL COMPLY WITH NEC 690.64. ONE LINE NOTES: J j (11) AP-240PK SOLAR PANEL 2 jCABLE INTERCONNECT PART OF LISTED AND LABELED SOLAR PANEL ASSEMBLY. CABLE INTERCONECTS SHALL BE SUPPORTED AND SECURED AS REQUIRED BY NFPA 70 300.11. 3 # 12 PV RATED SOLAR WIRE AND MATING CONNECTOR SOLARLINE MC4 (MULTI -CONTACT, LOCKING CONNECTOR), C4) INVERTER (1) ASP-PV250 (240V) RATINGS: 600 VDC MAXIMUM INPUT VOLTAGE MAXIMUM DC INPUT CURRENT 26 AMPS PER DC INPUT. PROVIDE 15 AMPS FUSES. 3)# 10,(1)#10E.G., 3/4" CONDUIT. t ( 1)#10E.G. (NFPA 70 690A7(C)(3)). L 7) GARAGE SUB PANEL CONTAINING INVERTER AND SOLAR POWER SYSTEM (1) 30 AMP OVERCURRENT PROTECTION DEVICE SHALL HAVE AN NFPA 70 250.24 COMPLAINT GROUNDNG INSTALLATION FOR THE SOLAR POWER SYSTEM TO BE PROPERLY GROUNDED AND BONDED. PARTICULARY NFPA70 250.24(B)&(C) ELECTRICAL CONTRACTOR SHALL ENSURE COMPLIANCE. 0 EXISTING CONDUITtWRING BY UTILITY PROVIDER, DC GROUND ELECTRODE CONDUCTOR, #8 COPPER, DC GROUND ELECTRODE CONDUCTOR SHALL BE CONNECTED TO THE SERVICE GROUND ELECTRODE CONNECTOR. NFPA 70 690.47(C)(6) IN ACCORDANCE WITH NFPA 70 250.166(B). ATTACH TO THE INVERTER AS DESCRIBED IN MANUFACTORER INSTALLATION MANUAL. t 10JUNCTION BOX, SOLADEK OR EQUAL, OPTIONAL. PROJECT INFORMATION: JOB NAME: HABITAT FOR -HUMANITY ADDRESS: 518 MELLONVILLE AVE SANFORD, FL 32771 MAE TRUBLU'* SERIES - HIGH EFFICIENCY POLYCRYSTALLINE SOLAR MODULES T eTrtSlu"' are Kgh powered salmi phrrz.v (taT._ m3u{es ccrntav E gv.ne a^fcaFtsswatn + atria=s wi+ s hi -Oyer sSeet is nation grcv,Isig maaamum pret Lion "ram the harshsst ery r srerta! c J tiers_ is p 22vici, es. vutstanding energy cle viery for res He :t a' and commv:4 T I ev perfarr- best in weaver erei i- xs w th partial sFadng effem,clouds, T sv range from 220 - 24GWam, ELECTRICAL SPECIFICATIONS 3 * 3616 1436 371 K -_-k tV Lit" ST2 P` F 934 3,44 nc ! TU3 Tin 1393 '413 14:t; vamman ow 15 u XvWb;i 41t tD 40 tv T It 5:. fntvrars- sle rs":,b+ra urr<ti 4.L'i?."er.;auf+sarF3;. MECHANICAL SPECIFICATIONS solar 4: 616r`< swvsizz&t im kwW & W YO,- 3zw,4: x* LM11.1Y . 3 -Ml QaZ kt=f Anc*ef mevum um twe* h: ,take ar gage I mo:: Jwftoms imftxwvrttR iK is3.2 ix3x.3rxx4ftrv,6.ww" f 14Srx3AOrxF5t ` x392x4: m r1 hs (-,I* t Sts "* k t f w—.11yo solad xkTEMPERATURE COEFFICIENT tksaxFtr.° C' .r i,61i we # .! 434 is Eire""* 6 4406 1r t . iNiutEm vim e a9'>t3TE fry.'.+ e r t[ 7m- t t "slacYl Iota 1$f2s' 3nra52^( ` Try AP-240PK SOLAR PANEL SPECIFICATIONS SCALE:NTS r FSTC"lE 1. THIS DESIGN COMPLIES WITH F.B.C. 2010 CHAPTER 27 ELECTRICAL AND NFPA 70 (2008 NATIONAL ELECTRICAL CODE(NEC)}. 2. THE INTERACTIVE PHOTOVOLTAIC POWER SYSTEM SHALL BE COMPOSED OF (11) AP-240PK SOLAR PANEL MODULES AND (1) ASP PV-250-240 TL INVERTERS AND ALL AUXILARY EQUIPMENT DESCRIBED IN THESE PLANS. 3. THIS SET OF (11) SOLAR PANEL MODULES SHALL BE CONFIGURED IN (1) GROUPS OF (11) CONNECTED IN SERIES AND THEN CONNECTED AT THE PHOTOVOLTAIC SOURCE CIRCUIT. 4. SHORT CIRCUIT FOR THE SOLAR PANEL MODULE IS GIVEN AS 8.48 AMPS. TAKING THE 8.48 X 1.56 =13.23 AMPS. NEC 690.8 (A)( 1). 5. EACH SOLAR PANEL IS RATED TO PRODUCE 30.54 VOLTS MAXIMUM POWER VOLTAGE. A GROUP OF (11) SERIES CONNECTED MODULES WILL OUTPUT 30.54 X 11= 335.94 VOLTS DC. THE INVERTER IS SPECIFIED HAVING MINIMUM DC INPUT VOLTAGE =150 VOLTS. THE SERIES (11) SOLAR PANEL CONNECTION EXCEEDS THE MINIMUM DC INPUT VOLTAGE REQUIRED BY SELECTED INVERTER. F.119=90101 ANDREWN. WHITE BLUE CHIP ENERGY, LLC. FL STATE LICENSE # EC13002507 s'' Lake Mary, FL 32746 PH: (407 8044000 Fax: (407 333- 9143 CHIP www.btuechoenergy. org ENERGY o-+ crwE- mkm%tmvdnwr&beused J. TORRES ATE 06120t12 JC. CRUZ 4A. TE -M— 012- JC. CRUZ DATE 0620112 A. WHITE DATE: 06/20/12 APPROVAL SIGNATURE: womov, v 41- 11REVISIONS DATE JOB NAME: HABITAT FOR HUMANITY ADDRESS: 518 MELLONVILLE AVE SANFORD, FL 32771 SOLAR PANEL SPECIFICATIONS vaa c ;SHEET 002-0321 5 C 2. 6 kWNTSS GRID -TIED PV INVERTERS - TECHNICAL DATA GENERAL SPECIFICATIONS Model PV24 . PV259 PY259 PV27tt h" (DO Namina4 6G vaDtage 31, Y 1 3f'D V 350 V `. 38G v Maxo ,kegga ° IY 4 flV d7Lv 1 sxv systamstart-up voltege [ S4Sv 150Y j 15 V lsov t_ - - - } SheMdwwr valtaga s Syp. ! & ! I 9 ^ rNDv _ Typcai 8C7 Ty".i P. r MPPT vc4ap raoga -1t5 51Xv .._ -wv t los F"Ov ; las15xv Full ratarll voltage range 213. 5wV 230-5xv 5Cov 1200-5MV M=. DCcwr" ,SA 37a. NwMer of DC mpw taam uls S a a s a OOW( AQ _ Nwpirlal AC purer O 240Vac & 2TA at ` 320mV 4=w ( suw 70JCtM Nom& ufAG WwarO zoevac _.._..._ 383E}W i 36'Jt1Wi ssoaw SDXW i 747 3 Mex. 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THIS DESIGN COMPLIES WITH F.B.C. 2010 CHAPTER 27 ELECTRICAL AND NFPA 70 (2008 NATIONAL ELECTRICAL CODE( NEC)}. 2. THE INTERACTIVE PHOTOVOLTAIC POWER SYSTEM SHALL BE COMPOSED OF (11) AP-240PK SOLAR PANEL MODULES AND ( 1) ASP PV-250-240 TL INVERTERS AND ALL AUXILARY EQUIPMENT DESCRIBED IN THESE PLANS. 3. THIS SET OF (11) SOLAR PANEL MODULES SHALL BE CONFIGURED IN (1) GROUPS OF (11) CONNECTED IN SERIES AND THEN CONNECTED AT THE PHOTOVOLTAIC SOURCE CIRCUIT. 4. SHORT CIRCUIT FOR THE SOLAR PANEL MODULE IS GIVEN AS 8.48 AMPS. TAKING THE 8.48 X 1.56 =13.23 AMPS. NEC 690. 8 (A)(1). APPROVED: ANDREW N. WHITE BLUE CHIP ENERGY, LLC FL STATE LICENSE # EC13002507 SOLAR INSTALLER MUST INSTALL LABEL IN FRONT SURFACE OFINVERTER. LABEL ASFOLLOWS: WARNING: ELECTRIC SHOCK HAZP,RD, THE DC CONDUCTORS OF THIS PHOTOVOLTAIC SYSTEM ARE UNGROUNDED AND MAY BE ENERGIZED. REFERENCES: UTILIZE THE FOLLOWING ABBREVIATIONS AND DEFINITIONS FOR DISCERNMENT WITHIN THE DRAWINGS AND SPECIFICATIONS, NEC NATIONAL ELECTRICAL CODE OSHA OCCUPATIONAL SAFETY AND HEALTH ACT ANSI AMERICAN NATIONAL STANDARDS INSTITUTE NFPA NATIONAL FIRE PROTECTION ASSOCIATION ASA AMERICAN STANDARDS ASSOCIATION IEEE INSTITUTE OF ELECTRICAL AND ELECTRONIC ENGINEERS NEMA NATIONAL ELECTRICAL MANUFACTURERS ASSOCIATION UL UNDERWRITERS LABORATORIES, INC. IES ILLUMINATING ENGINEERING SOCIETY ICEA INSULATED CABLES ENGINEERS ASSOCIATION ASTM AMERICAN SOCIETY OF TESTING MATERIALS ETC ELECTRICAL TESTING LABORATORIES, INC. CBM CERTIFIED BALLAST MANUFACTURER EIA ELECTRONIC INDUSTRIES ASSOCIATION SECTION 16010 GENERAL PROVISIONS: THE INTENT OF THE DRAWINGS AND SPECIFICATIONS IS TO PROVIDE A COMPLETE WORKING SYSTEM READY FOR THE OWNER'S OPERATION. ANY ITEM NOT SPECIFICALLY SHOWN ON THE DRAWING OR CALLED FOR IN THE SPECS BUT IS NORMALLY REQUIRED TO CONFORM WITH THE INTENT, ARE TO BE CONSIDERED PART OF THE CONTRATCT. THE INTENT OF THESE DRAWINGS IS NOT TO SHOW EVERY MINOR DETAIL OF CONSTRUCTION. THE CONTRACTOR IS EXPECTED TO FURNISH AND INSTALL ALL ELECTRICALEQUIPMENT AND ITEMS FOR A COMPLETE ELECTRICAL SYSTEM. IF THE CONTRACTOR HAS QUESTIONS OR IN THEIR OPINION FINDS OMISSIONS OR ERRORS ON THE ELECTRICAL DRAWINGS. IT IS THEIR RESPONSABILITY TO BRING IT TO THE ATTENTION OF THE ELECTRICAL ENGINEER OR ARCHITECT IMMEDIATELY. IF THE CONTRACTOR PROCEEDS WITH ANY CHANGES TO THE CONTRACT DOCUMENTS WITHOUT PRIOR WRITTEN APPROVAL FROM THE ELECTRICAL ENGINEER OR ARCHITECT. THE CONTRACTOR WILL NOT BE COMPENSATED. ALL MATERIAL USED SHALL BE LISTED AND LABELED PROVIDED A STANDARD HAS BEEN STABLISHED FOR THE MATERIALS BEING USED. INSTALLATIONS OF EQUIPMENT AND MATERIALS SHALL CONFORM WITH THE LATEST EDITIONS (LION) OF THE LOCAL CODES AND ORDINANACE OF THE BUILDING DEPARTMENT, THE SERVING UTILITY COMPANIES, NFPA, NATIONAL. ELECTRIC CODES AND ORDINANCES, INCLUDING ALL AMENDMENTS TO THE N.E.G. EQUIPMENT, AND WHERE APPLICABLE, SHALL BE LISTED AND LABELED. THE WORKMANSHIP AND QUALITY ESTABLISHED BY THIS DRAWINGS AND SPECIFICATIONS SHALL NOT BE REDUCED AT THE ABOVE MENTIONED CODES. ALL EQUIPMENT SHALL BE EQUAL- TO OR EXCEED THE MINIMUM REQUIREMENTS OF NEMA, IEEE, AND UL. SHOULD ANY CHANGES TO THE DRAWINGS OR SPECEFICA11ONS BE REQUIRED TO COMPLY WITH GOVERNMENTAL REGULATIONS. THE CONTRACTOR SHALL NOTIFY THE ARCHITECT OR ENGINEER PRIOR TO ANY SUCH WORK BEING EXECUTED. ALL LOCAL FEES, PERMITS, AND REQUIRED INSURANCE FOR PROTECTION AGAINST PUBLIC LIABILITY OF PROPERTY DAMAGE OR THE DURATION OF THE WORK, AND SERVICES OF INSPECTIONS AND TESTING AUTHORITIES SHALL BE OBTAINED AND PAID BY THE CONTRACTOR. THE CONTRACTOR SHALL INCLUDE IN HIS BID ANY COSTS TO BE INCURRED RELATIVE TO POWER SERVICE PRIMARY AND/OR SECONDARY) AND TELEPHONE SERVICE CONTRACTOR SHALL COOPERATE FULLY WITH LOCAL COMPANIES WITH RESPECT TO THEIR SERVICES. AN ACCURATE RECORD OF ALL DEVEATIONS SHALL BE KEPT AS TO THE WORK SHOWN ON THE DRAWINGS AND THAT WHICH IS ACTUALLY INSTALLED SO THAT A SET OF AS BUILT DRAWINGS CAN BE MADE BY THE CONTRACTOR, WERE UPON COMPLETION AND ACCEPTANCE OF THE PROJECT BY THE OWNER, A NEAT AND LEGIBLE SET OF PRINTS CAN BE DELIVERED. THE ELECTRICAL CONTRACTOR SHALL COORDINATE AT THE SITE PRIOR TO CONSTRUCTION WITH THE LOCAL POWER COMPANY TO RELATE WORK WITH THE UTILITY COMPANY S REQUIREMENTS TO MEET UTILITY'S REQUIREMENTS FOR THE INSTALLATIONS OF THE SOLAR POWER GENERATING SYSTEM. CONTRACTOR SHALL PROVIDE SUBMITTALS FOR SUBSTITUTION OF MATERIALS OR EQUIPMENT FOR ENGINEERS APPROVAL. THE ENGINEER RESERVES THE RIGHT TO REVISE THE DRAWING FROM TIME TO TIME TO INDICATE CHANGES IN THE WORK. WHEN REVISED DRAWINGS AND/OR ANY REVISIONS ARE ISSUED, THE CONTRACTOR SHALL EVALUATE THE CHANGES PROMPTLY, BEFORE INSTALLATION OF ANY ITEM OR PERFORMANCE OF THE WORK INDICATED BY THE REVISED DRAWING OR REVISIONS. THE CONTRACTOR SHALL NOTIFY THE ENGINEER IN WRITTING THAT THE REVISED DRAWING INVOLVED AND ADDITION OR DEDUCTION OF A SPECIFIC AMOUNT OF MONEY TO THE CONTRACT PRICE. THE CONTRACTOR SHALL NOT PROCEED WITH THE REVISED WORK WITHOUT PRIOR WRITTEN APPROVAL BY THE ARCHITECT/ENGINEER OR OWNER OF THE COST OF THE REVISED WORK, SECTION 16110 RECEWAYS AND BOXES STANDARDS EXCEPT AS MODIFIED BY GOVERNING CODES AND BY THE CONTRACT DOCUMENTS, COMPLY WITH THE LATEST APPLICABLE PROVISIONS AND LATEST RECOMENDATIONS OF THE FOLLOWING: I. RIGGID STEEL CONDUIT a) U.L. STANDARD UL-6 b) AN.S.I. C80-1 c) FEDERAL SPECIFICATION WW-C-581E 2. INTERMIDIATE METALLIC CONDUIT (IMC) a) U.L. STANDARD UL-1242 b) FEDERAL SPECIFICATION WW-C-581E 3, ELECTRICAL METAL TUBING a) U.L. STANDARD UL-797 b) AN.S.L C80-3 C) FEDERAL SPECIFICATION WWC-563 4. FLEXIBLE STEEL CONDUIT a) U.L. STANDARD UL-1 5. LIQUID TIGHT FLEXIBLE CONDUIT a) U.L. STANDARD UL-360 6. NON-METALLIC CONDUIT a) U.L. STANDARD UL-651 b) AN.S.I. F512 c) N.E.M A. STANDARD TC-2 d) FEDERAL SPECIFICATION GSA-FSS AND W-C-1094-A 7. WIREWAYS AND AUXILIARY GUTTERS a) U.L. STANDARD UL-870 SECTION 16110 RACEWAYS AND BOXES CONTINUED RACEWAY TYPES STANDARD THREADED RIGID STEEL CONDUIT 1. RIGID CONDUIT HEAVY WALL GALVINIZED. 2. THREADED TYPE FITTINGS: ERICKSON COUPLINGS WHERE THREADED CANNOT BE USED INTERMIDIATE METALLIC CONDUIT 1. LIGHT WEIGHT RIGID STEEL CONDUIT 2. THREADED TYPE FITTINGS: ERICKSON COUPLINGS WHERE THREADED CANNOT BE USED ELECTRICAL METALLIC TUBING 1. CONTINUOUS, SEAMLESS TUBING, GLAVINIZED OR SHERADIZED ON THE EXTERIOR, COATED ON THE INTERIOR WITH A SMOOTH HARD FINISH OF LACQUER, VARNISH, OR ENAMEL. 2. COUPLINGS AND CONNECTORS: a) INDOORS AND TWO (21 INCHES IN SIZE AND SMALLER, SHALL BE STEEL SET SCREW TYPE FITTINGS b) 2-12" SIZE AND LARGER MUST EMPLOY STEEL COMPRESSION GLAND FITTINGS c) OUTDOOR SHALL BE RAIN TIGHT STEEL COMPRESSION GLAND FITTINGS 3. INDENT TYPE FITTINGS SHALL NOT BE USED. 4. ALL CONNECTORS SHALL HAVE INSULATED THROAT. 5. WHERE INSTALLED IN SLAB OR CONCRETE WORK, PROVIDE APPROVED CONCRETE TIGHT FITTINGS. FLEXIBLE STEEL CONDUIT 1. SINGLE STRIP, CONTINUOUS, FLEXIBLE INTERLOCKED, DOUBLE WRAPPED STEEL, GALVANIZED INSIDE AND OUTSIDE, FORMING SMOOTH INTERNAL WIRIRNG CHANNEL. 2. RACEWAY SHALL BE SECURED AND SUPPORTED EVERY 36`. 3. EACH SECTION OF RACEWAY MUST CONTAIN AN EQUIPMENT GROUNDING WIRE BONDED AT EACH END AND SIZED AS REQUIRED. PROVIDE CONNECTORS WITH INSULATED BUSHINGS. 4. STEEL SQUEEZE -TYPE OR STEEL SET SCREW TYPE FITTINGS. LIQUID TIGHT FLEXIBLE ELECTRICAL CONDUIT 1. SAME AS FLEXIBLE STEEL CONDUIT EXCEPT WITH TOUGH, INSERT WATER TIGHT PLASTIC OUTER JACKET, 2, CAST MALLEABLE IRON BODY AND GLAND NUT, CADMIUM PLATED WITH ONE PIECE BRASS GROUNDING BUSHINGS WHICH TREAD TO INTERIOR OF CONDUIT. SPIRAL MOULDED VINYL SEALING RING BETWEEN GLAND NUT AND BUSHING AND NYLON INSULATED THROAT. APPROVED: 'Ida DREW N. WHITE UE CHIP ENERGY, LLC NON METALLIC RACEWAY (PVC) 1. COMPOSED OF POLYVINYL CHLORIDE SUITABLE FOR 90 DEGREES C. 2. RACEWAY, FITTINGS, AND CEMENT MUST BE PRODUCED BY THE SAME MANUFACTURER WHO MUST HAVE HAD A MINIMUM OF TEN 10) YEARS EXPERIENCE IN MANUFACTURING THE PRODUCTS. 3. MATERIALS MUST HAVE TENSILE STRENGHT OF 7,000 TO 7.200 PSI AT 73.4 DEGREES F. FLEXIBLE STRENGHT 12,000 PSI AND COMPRESSIVE STRENGHT OF 9,000 PSI. 4. ALL JOINTS SHALL BE SOLVENT CEMENTED IN ACCORDANCE WITH THE RECOMMENDATIONS OF THE MANUFACTURER. ALL UNDERGROUNG RACEWAYS SHALL BE A MINIMUM OF 3t4" SCHEDULE 40 PVC. ALL OTHER RACEWAYS TO COMPLYWITH GOVERNING CODES, WHERE RIGID STEEL CONDUIT IS USED, IT SHALL BE COMPLETELYCOATED WITH AN ALKALI AND RUST RESISTANT BITUMASTIC PAINT, KOPPER NO.50, AND THREADS SHALL BE COMPLETELY COATED WITH ZINC CHROMATERIGID STEEL SHALL ALSO BE USED WHEN CONDUIT IS EXPOSED TO EXTERIOR ENVIROMENT SUCH AS EXTERIOR OF BUILDING OR WHERE IT IS EXPOSED AND SUBJECT TO DAMAGE, INSIDE OF BUILDING. ALL BOXESSHACL BE RECESSED (FLUSH) IN WALLS OR CEILINGS WHENEVER POSSIBLE, RACEWAYS IN HUNG CEILINGS SHALL BE RUN ON AND SECURED TO SLAB OR PRIMARY STRUCTURAL MEMBERS OF CEILING, NOT TO LATHING CHANNELS OR T-BARS, Z-BARS, OR OTHER ELEMENTS WHICH ARE THE DIRECT SUPPORTS OF THE CEILING PANELS, SECUF CONDUIT FIRMLY TO STEEL BY CLIPS AND FITTINGS DESIGNEDFOR THAT PURPOSE: INSTALLAS HIGH AS POSIBLE, BUT NOT LESS TR 11'-T ABOVE HUNG CEILING. SUPPORT RACEWAYS AT INTERVALS NO GREATER THAN 10'-0" FEET AND WITH ONE SUPPORT WITHIN THREE (3) FEET OF EACH COUPLING, BOX, FITTING, OR OUTLET BOX, PROVIDE ONE SUPPORT WITHIN THREE (3) OF EACH ELBOW OR BEND. OUTLET, JUNCTION AND PULL BOXES. CAST TYPE CONDUIT BOXES, OUTLET BODIES AND FITTINGS 1. PROVIDE SURFACE MOUNTED OUTLET AND JUNCTION BOXES IN INDOOR LOCATIONS WHERE EXPOSED TO MOISTURE AND IN OUTDOOR LOCATIONS. 2. USE FERROUS ALLOW BOXES AND CONDUIT BODIES WITH RIGID STEEL OR IMC. 3. COVERS: CAST OR SHEET METAL UNLESS OTHERWISE REQUIRED. 4. TAPERED THREADS FOR HUBS. GALVANIZED PRESSED STEEL OUTLET BOXES 1. GENERAL a) PRESSED STEEL GALVINIZED OR CADMIUM PLATED. MINIMUM OF FOUR (41 INCHES, OCTAGONAL OR SQUARE, WITH GALVANIZED COVER OR EXTENSION RING AS REQ. 2, PLUG ANY OPEN KNOCKOUTS NOT UTILIZED, PLUG REPAIRS SHALL MANTAIN INTEGRITY AND RATING OF BOX. DO NOT USE ALUMINUM CONDUIT FOR ANY PURPOSE, SECTION 16120 WIRE AND CABLE PRODUCTS CONDUCTOR 1. ELECTRICAL GRADE ANNEALED COOPER, TINNED IF RUBBER INSULATED, AND FABRICATED IN ACCORDANCE WITH THE ASTM STANDARDS. MINIMUM SIZE #12 FOR BRANCH CIRCUITS AND #14 FOR CONTROL WIRING, 2. THE CONDUCTORS ILLUSTRATED ON THE DRAWING ARE COPPER. STRANDING 1. #12 AND #10 SOLID. 2. CABLES LARGER THAN #10, STRANDED IN ACCORDANCE WITH ASTM CLASS B STRANDED DESIGNATIONS. 3. CONTROL WIRES STRANDED IN ACCORDANCE WITH ASTM CLASS B STRANDED DESIGNATION. INSULATED SINGLE CONDUCTORS i. TYPE THHN/THWN-FLAME RETARDANT: HEAT -RESISTANT THERMOPLASTIC INSULATION, NYLON JACKET RATED FOR 90 C DRY175 C WET OPERATION. USE FOR BRANCH CIRCUIT WIRING. 2. USE TYPE THHNITHWN OR RHW OR XHHW, RATED FOR 90 C. FOR FEEDER CIRCUITS. COLOR CODING a)12VM VOLTS CODE b) 277/480 VOLT CODE 1) PHASE "LACK I)PHASE A -BROWN II)PHASE B-RED II)PHASE B-ORANGE III)PHASE C-BLUE III)PHASE C-YELLOW IV)NEUTRAL-WHITE IV)NEUTRAL-WHITE CHIP ENERGY J.TORRES JC CRUZ JC. CRUZ A. WHITE 400 Rinehart Rd. 91 OW Lake Mary, FL 32746 PH: (407) 804-1000 Fw (407) 333.9143 aopyrgft 2012 Due Chp Erwm w may rOKWtary 65dosed m Wlras xi'Jn 1611 IaTE; 0620112 LATE 0620112 1aTE 0620/12 - 1aTE. 0620112 PROJECT INFORMATION: JOB NAME: HABITAT FOR HUMANITY ADDRESS: 518 MELLONVILLE AVE SANFORD, FL 32771 REVISIONS: DATE aaxwercmte. ELECTRICAL SPECIFICATIONS & NOTES FROIFCT N0. 'SHEET: 002-0321 Ys 2.6 kW - NTS !- s4, 2. COLOR -CODED WIRING FOR CONTROL SYSTEMS INSTALLED IN CONJECTIONS WITH MECHANICAL ANDIOR MISCALLANEOUS PANEL BOARDS EQUIPMENT IN ACCORDANCE WITH THE WIRING DIAGRAMS FURNISHED WITH THE EQUIPMENT. FACTORY COLOR CODE WIRE 1. FURNISH AND INSTALL A NAMEPLATE FOR EACH PANEL BOARD AND LOAD CENTER ENGRAVED WTH THE IDENTIFICATION NUMBER 6 AND SMALLER, WIRE NUMBER 4 AND LARGER MAYBE COLOR CODED BY COLOR TAPPING OF THE ENTIRE LENGTH OF INDICATED,ON THE DRAWINGS. MOUNT AT THE TOP OF PANEL. THE EXPOSED ENDS. CONNECTORS 1, MAKE CONNECTIONS, SPLICES, TAPS, AND JOINTS WITH SOLDERLESS DEVICES, MECHANICALLY SECURE, PROTECT EXPOSED WIRES AND CONNECTING DEVICES WITH ELECTRICAL TAPE OR INSULATION TO PROVIDE PROTECTION NOT LESS THAN THAT OF THE CONDUCTOR. 2. ELECTRICAL TAPE SHALL BE SPECIFICALLY DESIGN FOR USE AS INSULATING TAPE, SUPER 33+ SCOTCH VINYL ELECTRICAL TAPE AS MANUFACTURED BY 3M SHALL BE EQUAL. 3, USE LUBRICANT WHERE THE POSSIBILITY OF DAMAGE TO CONDUCTORS EXISTS. USE ONLY A LUBRICANT APPROVED BY THE CABLE MANUFACTURERAND ONE WHICH IS COMPATIBLE WITH CABLE RACEWAYS. EXECUTION WIRE AND CABLE 1. USE 012 AWG MINIMUM FOR BRANCH CIRCUITS WHOSE LENGTH FROM THE PANEL TO THE FURTHEST OUTLET DOES NOT EXCEED100 FEET (HORIZONTAL RUN) FOR 120VOLTS CIRCUITS OR 200 FEET FOR 277VOLTS CIRCUITS. USE 11110 AWG OR LARGER FOR LONGER RUNS, 2. FLASHOVER OR INSULATION VALUE OF JOINTS SHALL BE EQUAL TO THAT OF THE CONDUCTOR. PROVIDE UNDERWRITER'S LABORATORIES LISTED CONNECTORS RATED TO 600 VOLTS FOR GENERAL USE AND A 1,000 VOLTS BETWEEN BALLAST AND LAMPS OR GASEOUS DISCHARGE FIXTURES, 3, USE TERMINATING FITTINGS, CONNECTORS, ETC., OF TYPE SUITABLE FOR THE SPECIFIC VABLE FURNISHED, MAKE BENDS IN CABLE AT TERMINATION PRIOR TO INSTALLING COMPRESSION DEVICE. MAKE FITTINGS TIGHT. 4. EXTEND WIRE SIZING FOR THE ENTIRE LENGTH OF A CIRCUIT, FEEDER, ETC.,UNLESS SPECIFICALLY NOTED OTHERWISE. 5. MCIAC TYPE CABLE IS PERMITTED FOR USE AS PER NEC. GENERAL INSTALLTION I PROVIDE TOOLS, EQUIPMENT, AND MATERIALS TO PULL ALL WIRE AND CABLE INTO PLACE AND MAKE REQUIRE SPLICES AND TERMINATION. 2. WIRE AND CABLE IN CONDUIT, DUCT OR WIREWAY: a) UTILIZE ROLLER BEARING SWIVEL TO PREVENT TWISTING ON CABLE ENTERING CONDUIT OR DUCT. b) TAKE PRECAUTIONS TO AVOID ENTRANCE OF DIRT AND WATER INTO CONDUIT. c) CLEAN EXISTING CONDUITS AND DUCTS TO REMOVE ANY PULLING COMPOUND PRIOR TO PULLING NEW CABLES. d) DO NOT DAMAGE CONDUCTOR INSULATION, BRAID JACKET OR SHEATH. e) DO NOT BEND CONDUCTOR TO LESS THAN THE MANUFACTURER'S RECOMMENDED RADIUS. MAKE SPLICES ONLY IN PULL BOXES, JUNCTION BOXES AND OUTLET BOXES. g) UTILIZE CABLE REELS ON JACKS FOR PULLIG THROUGH PULL BOXES, DUCTS, ANS CONDUITS SO BENDS WILL NOT BE EXCESSIVE ANS CONDUCTORS WILL NOT TOUCH SHARP EDGES; USE FEEDING TUBE WHERE REQUIRED. h) FOR LARGER DIAMETER CABLES, UTILIZE PROPERLY SIZED PULLING GRIPS. i) DO NOT EXCEED MAXIMUM RECOMMENDED PULLING TENSION OF LIRE AND CABLE. FIELD QUALITY CONTROL 1. TEST SYSTEM WIRING FOR CONTINUITY, GROUNDS AND SHORT CIRCUITS PRIOR TO CONNECTIONOF ANY EQUIPMENT. 2. TEST FINAL EQUIPMENT CONNECTIONS FOR CONTINUITY OF GROUNDS AND SHORT CIRCUITS. 3. INSULATION RESISTANCE OF FEEDERS AND SUPER FEEDERS: a) TEST WITH MEGGER FOR INSULATION RESISTANCE. b) CORRECT FAULTS AND REPLACE SECTIONS WITH FAULTY INSULATION. DISCONNECT SWITCH 1. FURNISH AND INSTALL NAMEPLATE FOR EACH DISCONNECT SWITCH ENGRAVED WITH EQUIPMENT DESIGNATION WHICH THE DISCONNECT SERVES. SECTION16431 SWITCHBOARDS PRODUCTS APPROVED MANUFACTURERS 1. ALL SWITCHBOARDS ARE TO BE OF THE SAME MANUFACTURER AS THE PANEL BOARDS. 2. SUBJECT COMPLIANCE NTH REQUIREMENTS, PROVIDE PRODUCTS BY ONE OF THE FOLLOWING MANUFACTURERS: A) SQUARE D B) NOT USED C) GENERAL ELECTRIC D) SIEMENS ITE RATINGS 1. THE ASSEMBLY SHALL BE RATED TO WITHSTAND MECHANICAL FORCES EXERTED DURING SHORT CIRCUIT CONDITIONS WHEN CONNECTED DIRECTLY TO A POWER SOURCE HAVING AVAILABLE FAULT CURRENT AS SHOWN ON THE DRAWINGS. EXECUTION INSTALATION 1, MOUNT ALL PANELS AT A MAXIMUM HEIGHT OF F FEET 6" INCHES TO TOP UNLESS OTHERWISE NOTE. 2. WHERE FLUSH MOUNTED, THE FIRE INTEGRITY OF THE WALL IN WHICH IT IS INSTALLED MUST BE MAINTAINED. 3. NEATLY ARRANGE ALL BRACH CIRCUIT WIRES AND TIE TOGETHER IN EACH GUTTER WITH THOMAS AND BETTS NYLON TY-RAPS" OR APPROVED EQUAL AT MINIMUM 4" INCH INTERVALS. 4. PLUG ALL KNOCKOUTS REMOVED AND NOT UTILIZED. 5. PROVIDE NAMEPLATE AND FILL OUT PANEL DIRECTORY. FOR REMODEL WORK OR CHANGES, TRACE CIRCUITS TO DETERMINE LOADS AND PROVIDE NEW UPDATE DIRECTORY. TOUCH UP AND CLEANING 1. VACUUM ALL BACKBOXES CLEAN OF DEBRIS AFTER INSTALLATION AND PRIOR TO CONTRACT CLOSEOUT, 2. TOUCH UP SCRATCH MARKS ETC. WITH MATCHING PAINT. SEC_TION16475 FUSES 600 VOLT AND LESS GENERAL 1, ALL FUSES FOR SAFETY SWITCHES SHALL BE DUAL ELEMENT, CARTRIDGE TYPE. FUSES SHALL BE THOSE MANUFACTURED BY EITHER BUSSMAN OR LITTLEFUSE. THE CONTRACTOR SHALL FURNISH TO THE OWNER ONE SPARE FUSE FOR EACH SIZE AND TYPE OF FUSE INSTALLED. FUSES 600 AMPS OR LESS SHALL BE CLASS "RKI", TYPICAL UNLESS OTHERWISE NOTED. FUSES OVER 600 AMPS SHALL BE CLASS "L". INSTALLATION ENCLOSURES 1, FUSES SHALL NOT BE INSTALLED UNTIL EQUIPMENT IS READY TO BE EMERGIZED. 1. PROVIDE NEMA I ENCLOSURES WHERE LOCATED INDOORS IN A DRY LOCATION. 2. PROVIDE AND INSTALL FUSSES OF PROPER TYPE, VOLTAGE AND AMPERAGE RATINGS FOR ALL FUSIBLE DEVICES FURNISHED. 2. PROVIDE NEMA 3R ENCLOSURES WHERE LOCATED OUTDOORS AND LOCATIONS SUBJECT TO THE ELEMENTS. 3. LABELS: a) APPLY APPROPRIATE LABEL WITHIN EACH SWITCH, MOTOR STARTER OR PANEL BOARD DOOR AT LOCATION NEXT TO FINISH FUSE CLIP, WHERE FUSES SHALL BE FURNISHED AND INSTALLED BY THIS CONTRACTOR, FILL-IN IN INK BLANK SPACES ON LABELS 1. ALL EXTERIOR AND INTERIOR STEEL SURFACES OF THE SWITCHBOARD SHALL BE PROPERLY CLEANED AND PROVIDED WITH A FOR NON-STANDARD FUSSES WITH APPROPRIATE SIZE AND VOLTAGE. RUST -INHIBITING PHOSPHATIZED COATING. COLOR AND FINISH OF INDOOR SWITCHBOARDS SHALL BE ANSI 61 LIGHT GREY. SECTION 16450 GROUNDING SECTION 16476 DISCONNECT SWITCHES GENERAL SUBMITTALS 1. DISCONNECT SWITCHES SHALL BE H.P. RATED, GENERAL DUTY, QUICK -MAKE, QUICK -BREAK TYPE. ENCLOSURES SHALL BE AS 1. SUBMIT TEST REPORTS CERTIFYING RESISTANCE VALUES OF BURIED OR DRIVEN GROUNDS AND WATER PIPE GROUNDS. REQUIRED NY N.E.C. AND LOCATION (WEATHERPROOF, EXPLOSION ROOF, ETC.) ENGRAVED LAMINATED PLASTIC IDENTIFICATION PLATES SHALL BE FURNISHED AND INSTALLED ON ALL DISCONNECT SWITCHES, CONTACTORS, AND STARTERS. PRODUCT MATERIALS 1. GROUNDS CABLES: GREEN COLOR CODED, INSULATED, ANNEALED STRANDED TINNED COPPER WIRE AS INDICATING ON DRAWINGS. 2. GROUND RODS: a) COPPER -CLAD STEEL FABRICATED BY MOLTEN WELDING PROCESS. b) DIAMETER: 5Ar INCH. USE 3/4" INCH FOR ROCKY SOIL. c) LENGTH:19 FEET c) DEMONSTRATE INSTALLATION IS FREE OF GROUNDS AND SHORT CIRCUITS AND THAT INSULATION RESISTANCE GENERAL COMPLIES WITH ICEA VALUES. 1. ALL GROUND WIRES AND BONDING JUMPERS SHALL BE STRANDED COPPER INSTALLED IN CONDUIT. ALL GROUND WIRES 4. TEST DIRECT BURIAL CABLES AFTER COMPLETION OF BACK FILLING. SHALL BE WITHOUT JOINTS AND SPLICES OVER ITS ENTIRE LENGTH. 2. THE SYSTEM NEUTRAL SHALL BE GROUNDED AT THE SERVICE ENTRANCE ONLY, AND KEPT ISOLATED FROM GROUNDING SECTION 16195 SYSTEMS THROUGH OUT THE BUILDING. ELECTRICAL IDENTIFICATION 3. EACH SYSTEM OF CONTINUOUS METALLIC PIPING AND DUCTWORK SHALL BE GROUNDED IN ACCORDANCE NTH THE REQUIREMENTS OF THE NATIONAL ELECTRICAL CODE (NEC). PRODUCTS 4. MECHANICAL EQUIPMENT SHALL BE BONDED TO THE EQUIPMENT GROUNDING SYSTEM. THIS SHALL INCLUDE BUT NOT LIMITED NAMEPLATES TO FANS, PUMPS, CHILLERS, ETC. 1. UNLESS OTHERWISE NOTED, NAMEPLATES SHALL BE BLACK LAMACOID PLATES WITH WRITE ENGRAVED UPPER CASE LETTERS 5, ENGRAVED, LIMINATED PLASTIC IDENTIFICATION PLATES SHALL BE FURNISHED AND INSTALLED ON ALL PANELS AND ENCLOSED BY WHITE BORDER ON BEVELED EDGES. SWITCHWEAR. PLATES SHALL BE AFFIXED TO FRONT OF PANELS, INDICATING PANEL NAME, VOLTAGE, AND AMPERAGE. 2, NAMEPLATESFOR EQUIPMENT, SUPPLIED BY THE EMERGENCY SYSTEM, SHALL BE RED LAMACOID WITH WHITE LETTERING. 3. ALL NAMEPLATES SHALL BE ENGRAVED AND MUST BE SECURED WITH RIVETS, BRASS OR CADMIUM PLATE SCREWS. THE USE OF DYMO TAPE OR ALIKE IS UNACCEPTABLE. CABLE TAGS AND WIRE IDENTIFICATION LABEES I. CABLE TAGS SHALL BE FLAMEPROOF SECURED WITH NYLON TIES. 2. WIRE MARKERS SHALL BE PREPRINTED CLOTH TAPE TYPE OR APPROVED EQUIVALENT. 3. LABEL DESIGNATIONS, NOMINAL SYSTEM VOLTAGES APPLIED TO THE COVERS OF ALL MEDIUM AND LOW VOLTAGE PULL, SPLICE AND JUNCTION BOXES. EXECUTION SWITCHBOARDS 1, FURNISH AND INSTALL A MASTER NAMEPLATE FOR EACH SWITCHBOARD, ENGRAVED WITH THE EQUIPMENT IDENTIFICATION INDICATED ON THE DRAWINGS. MOUNT AT THE TOP OF PANEL, 2. PROVIDE ON EACH MAIN SWITCH AND IDENTIFYING NAMEPLATE. DREW N. WHITE LUE CHIP ENERGY, LLC L STATE LICENSE # EC13002507 Rinehart Lake 3LakeMary, FL 2746746 PH: (407) 804-1000 Fax: (407)333•gi43 CHIP' www.blue&dperwp.org ENERGY CoarW 2D12 Bkw Cnp xai be J. TORRES Dam: 06M12 JC. CRUZ TE; DA------ 06/2 0/12 JC. CRUZ DATE 06M12 A. WHITE DATE 06 M12 APPROVAL SIGNATURE j PROJECT INFORMATION: JOB NAME: HABITAT FOR HUMANITY t ' ADDRESS: 518 MELLONVILLE AVE SANFORD, FL 32771 RBVISIONS:. 'o DATE: ELECTRICAL SPECIFICATIONS & NOTES 002-0321 2.6 kW NTS j B 1 -5 CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: Documented Construction Value: $,,2 Job Address: 'LeHistoric District: Yes El No Parcel ID: Zoning: Description of Work: --s g Plan Review Contact Person: 1 Phone: Fax:rr 2 2 E-mail: IJ Property Owner Information Name Street: & 2C City, State Zip:- 4 4 rC.,e Phone: Resident of property? : Contractor Information Name A 2L' Phone: Fax: State License Na;'(" City, State Zip: Name: Street: City, St, Zip: Bonding Company: Address: Building Permit 0 Architect/ Engineer Information Phone: Fax: E- mail.• Mortgage Lender: Address: PERMIT INFORMATION Square Footage: Construction Type: No. of Dwelling Units: Flood Zone: Electrical 13 New Service — No. of AMPS: Mechanical 0 (Duct layout required for new systems) No. of Stories: Plumbing 0 New Construction - No. of Fixtures: Fire Sprinkler/Alarm 0 No. of heads: Application is! hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, 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 submitt5ill be applied to your permit fees when the permit is released. z--,- C7---, Signature ofOwner/Agent Date Signature of Contractor/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: Rev 11.08 UTILITIES: FIRE: M Print Z (_ X0W PI' ii.tC STA`fE OF FIOR! Maxine Costanzo k", COMMission # EE04 Expires: DEC. OS, 2144- BONT) ED TITRU ATLANTIC BONWNGCO, 1,\, Contractor/ Agent is Personally Known to Me or Produced ID Type of ID WASTE WATER: BUILDING: OZ&Z41 1' NOTARY PUB111C,STA71T oic-VrOR11)\ i Maxine costanzo' COmmission # EF043433 Expires: DEC. 05, 2014 BONDED THRU ATLAN-11C BONDViC, CQ, DiC SCPA Parcel View: 30-19-31-516-0300-0220 Page I of 2 ICJ Parcel: 30-19-31-516-0300-0220 HABITAT FOR HUMANITY OF SEMI CO & GREATER APOPK it t.0 Property Address, 518 MELLONVILLE AVE SANFORD, FL 32771 Back < Previous Parcel A Parcel > Save Layout Reset La out New Search Parcel: 30,19 31-516-0300-0220 Property Address: S 18 MR-TONVII-TE AVE Owner: HABITAT FOR HUMANITY OF SEM CO & GREATER APOPKA FL INC Mailing: I 100 AMERICANA BEVD SANFORD, FL, 32773 Subdivision Name: FAIRVIEW Tax District: S1 SANFORD Exemptions: DOR Use Code: 00-VACANT RESIDENTIAL, U t4 1Q 22 23 V 4 4 5r I12n7 2ft Aerial Both rFootprint ] + - Extents e6i Larger Dual Map View - E-xternal Map Aerial 1 Legal Description LOT 22 & LOT 23 (LESS STY S IT) BLit 3 FAIRVIEW PB 4 PG i I Tax Details Value SUITIMaly 2012 Working 2011 Certified Values Values Valuation Cost/ Market Cost/Markel Method Number of 0 1 Buildings Depreciated Bldg Value Depreciated 60C EXF1 value Laud Value 16, 817 S 18,11 C Market) land Value Aq just/ Market 16,817 3 0,'1 S 4 Value °° Portability A(F Save Our Hornes 0 SCAdj Amendment 1 0 C Adj E- A,,,,sed Value, S16,817, S30,S54 Tax Amount without SOFI: $609 Q, 11 Tax Bill Amount S609 Tax, Istimatot Save Orit ! tomes Savings: so Does NOT INCLUDE Non Ad Valorem AsSeSVTWIMS Taxing Authority Assessment Value Exempt Values Taxable Value County General Fund S16,817 0 S16,817 Schools 16, 817 0 I (T 8 T City Sanford 16,817 0 16,817 SJWM(Saint John,, Water Management) S 16,817 0 s 16,81 / County Bond-] 16,8171 sol 16,817 Sales Deed Date Book Page Amount Vac/Imp Qualified_ WARRANTY DEED 0212011 Qizl L$11 1100 Improved No WARRANTY DEED 02/2005 QAtjZ_4 Q939 17 S' 000 Improved yes QUIT CI, AIM DEED 0212001 0492-t L3 Ul S50,000 Improved No SPECIAF, WARRANTY DEED 11 1 1— -- -------- 02,112000 Qj)-LZ J-Z 3 2 S55,000 Improved No http://www. scpafl.org/ParcelDetails.aspx?PID=30-19-31-516-0300-0220 7/6/2012 Date: I hereby name and appoint Lester T. Salisbury to be my lawful attorney in fact to act for me and apply for a permit for work to be performed at the location described as: Address of Job And to sign my name and do all things necessary to this appointment. Daniel H. Mathesius CVC 56863 Printed Name of Contractor and License Number) STATE OF FLORIDA COUNTY OF OSCEOLA The foregoing instrument was acknowledged before me this day of 20 by Daniel H. Mathesius, who is X personally known to me or has produced (type of identification) as identification. 41 Signature W'Notary Public, State of Florida Maxine Costanzo SEAL) NOTARY PUBLIC -STATE OF FLORIDA Maxine Costanzo Commission # EE043433 Expires: DEC. 05,2014 BONDED TITRC AITAYNCRONDW, Co, INC SCOPE OF WORK: OESEGNED PER: WIND LOAD: WIND EXPOSURE: SOLAR SYSTEM COLLECTOR: APPLICABLE CODE: VOID'.NITHOUT RISER OR AIL-- TRCN+C SEAL. MAY NOT BE 0160 FOR PLANS ON PILE., INSTALLATION OF A SOLAR NATER HFAifNG ASCE ]fD MODEL.AE-2itAE-2arAE.25+AE2&`AE32'AE :,r EtiERV PERhftT RULLEC REOUlRES:.'acALEDELECTRONK: PIA!: OR SaAgp CRlGtuhE. SYSTEM>MTHARooFTOPCOLLECTOR kDESIGNED FOR 200 MPH EXPOSURE CATEGORY D 20 TO FLOR:pA BUILDING CODE PAP-R CGPY OF THIS PLAN to SCOTCO 1MS1J2/MSC-401SHC-Z t1SHC-32/SHGdO q/ (/ (pj. I The LeverEdge DOMESTIC HOT WATER (DHW) INSTALLATION NOTES: S " 1A111C AID iu F C :NS 1,EREON ESTABLISH THE MI—INAT RECIV-1711EITI TOP DHJJ O. .N EC^R:vh HE A HT AN A p'N ANGIE FROM UP A AR FOR3It) GS e0,,. G LESS n HEIGHT D OJ u .S 0 1 O S DEGREES C T S-ART-CULARISTALLATIOVDGCUM"ENi The L,,,,,E6ge DNWSp RPANE65 AYBEINSTAL.EDPA RALLELTOTHEROOF A E W TIC HOLD DOWNS FLUSH ON TOP OF THE UPPER SURFACE OR THE POOF COVERING OR TILTED -LP TO ACHIEVE RPSOCAF( ctLEClON. FLUSH -MOUNT SHALL REQUIRE 4-ANCHORS`(3/8-INCH DIAMETERCRS, CORROSION RESISTANT STEEL( IN PZ-1 & PZ-2, EXPOSURES B,C, DIN ALL WINO ZONES UP TO AND INCLUDING 200 MPH. "ANCHORS CAN EITHER BE, AT CONTRACTORS'CHOICE, a ANCHORS FOR A SINGLE J ) 07, 1 ANCHORS FORT O COLLECTORS T RJ USE Of APPROVED RACKING TO SET E TWO COUEC"ORS TJ SE GVRF2TTLT UP lS I TS ONLY VATH THE FOIS PUtJT ONS A NO INSTAUATiGNSOUTSIDE RESSUPE CM RI S O OC NW E EXCEPTf £KSCR CURE Z; COLLECTOR LONG S 0. NTAL 3 ECS L LE 31 O O E S O A D SS [4' E .ORS ER t L! UR 101LECIOlO WALL ( CTO0MTILTPOLEC SS(, hi CG i S-TORS E L C60I. T. J Ci01 DER S18 O. 050 t L ER p I OLOAD < LA. CU!O 5 T P/ C. D E GSW1/1kT1G11MTTAACG1TNT11IET S E.C1ED C1 T CO VLALC S_MO LAGS,I50SO Lli EDRO FOUR1FILSO TIREAET .0 E LE LOAD O 2 EACH, S SOLAR COLLECTORS L LO Di G SE5 0 .. CHART tICAE SE ANCHORS 50%ON THE PORTION. f THE COt_EC OF, IN P.2. ABSOtUTEK NO S.._LA IJt SIN.Z.U. f5T G: L EAY Cp L C p S HWE PASSED MIAMI TESTING LABS WIND LOAD TESTING OF 102 PSF E ASTM 3 O1 E tl 45- li 5 f R AS EV U TEDT ST tL ON CO PO5ANDHARDWARE R EI' Ll IR111DIO BY U-1 C-11CIL, ASO SY IAIOt KITS ANDFOUND THEM O MEET Ek Q LM£NTS OF L VENDOR NEATERS WITHOUT PRIOR T S OF AL Of THIS ENGINEER T ERT . RUERR.E SHtit B8 RD 4 EENGINEER S DETERMINED THAT TUE HOLD -COWNHARGALAREANC J G 5U85 1TUT:ON OT OTHER FASTENERS SUPPLIED a,the L—Edg, WUVAi STAND HURRICANE OR WINDSUPto AND INCLUDING 200 MPH 3 SECOND GUSTS -THE OILY RL BLE CA 5 C 1 NCE S E AFTACHMENTOF THE HOLD DO`NNS TO TF E UNDERLY N ROOF S. $TEM US NC O M RD E. TAGGING OCT L L COLLECTORS FOR FLUSH.MOUNT INS-ALLAS ON (PARALLEL THE ROOF t S R SP EDB 0 HARDWARE) S BE ALLOWEDEXPOSUREC ECJPYB NDC S O C fl LLLLDB' PZ J Z MEAN 00 E GUTSC BRIT OR LESS ANON ALL WIND ZONES V200 SO LONG AS ELO' C CAUTION— PUTTS RE OBSERVED. LA S S LL BE CORROS) RE5 Si T TEEL U9 C D t M T R AB. F GS S. LL C LVE AT LEAS 3 C ES 0 T 4READ EMeEDMEN N RAFTER OR BLOCK MEREMfNTS STSECARiFVLLYMAOF AND P.LOTHOLESSHALL BE ENN LEDTOENSURE I—ING UNDERLYINGRAFTERS i. PRO S SPECIAL PROCEDURES USE L OCEDU ES TOf'Wi1EN INTHEINSTALLERSOPINION. HITTING THE CENTER Of TF,U55 OR RAFTER WITH r. ,AG KNOT BE ASSURED. ZITHER USE A 3/ 81NCH (MINI "r BOLT GRABBING THE TRUSS/RAFTER OR 3/9 INCH DIAMETER (MINI ALL TNRE AD ROO PLUS STANDARD FENUfR & LOCK WASHERS AND NUT THRO MINIMUM aBY A" BY N- SLOLKING UN THE UNDERSIDEOF THEALTHE5VV SHEETING. WHERE BLOCKING METt10DISRICRNINSTALLER ROOF APPLYADS GENEROUS BEAD AC CONSTRUCTION nID CSIVE FOR MINIMUM OEi FT ALONGTHENEARJO{NTS OF THE ROOT TRUSS AND SHEETING ON EACH TRUSSONBATHSIDESER THERE 1 FLORIDAS£ELKSURE UMBI2 ONDUSSHEET PLUMBING SIUACLREPERFIGUREiFLOPLUMBINGCODESHALLBEADHEREDi0. PARTICULAR niTENifON SiUALt BE GI''vcit to PROTECTION AGAINST OVER -PRESSURE AND FREEZING PER FLORIDA MECHANICAL CODE, CHAPTER 1A. AND PER IlLAN INSTRUCTIONS. THIS DRAWING SHOWS THE VERSION P M ING. H W VEP THERE ARE. a Ee.wA""I fISTA1.S LW B O E OirfEAVARfANiS (PRspTO-VOLTAIC PUMP, INDIRECT, AND/OR DRAIN-BaIX{ WHICH, ALTHOUGH NOT SPECIFICALLY SHOWN HEREON ACE COVEREO SY THIS SEACEO DRAW NG SO LONG AS INSTALLED PER Th, Le ,E68 e INSTALLATION INSTRUCTIONS. FSC TER NGJ W TERPROOHNi>NSTAtLERSFINLS ERFLOREQUIREMENTS THE SOLAR INSTALLATION STALLSION DOES NOT. B£5 ROOFtLEAKS THE RC ROD. 'G TION CAAS - HNC NUAt TO ENSURE THAT THE50[AR NSi ALU'ION DOES NO'CA S£ ROOF LEAKS AT At ST !A ONO AS "HE 5 $ EM GE$`. QUESTO S: ISTALL£RS, AUTHORTCS HAVING, IURSOGDON. OR OTTIERS JADING QUESTIONS OR DIFFERING CONDITIONS. MAI ICON CT THIS ENGINEER DIRECTt -CELL: 8136501246,E-MAIL. ALLENIaGEZUMANP(CCM NOTICETO AHJ, CONTRACTOR, OWN R.&O TH RfNTRETEO PARTIES (CAPE THiSPUSNPR V(D S ENGINEERSEALEDBEER 10 & SPECUICAT O—K FOR INSTALLATION OF BOTH AE & MORNING STAR CORPORATION {MSC) SOLAR OOMESTIC HOT WATER SYSTEMS. ACE & MSC ARE MADE IN THE SAME PLANT BYTHE SAME MANUFACTURER WHILE THERE ARE SUGH: PHYSICAL DIFFERENCES, THESE SYSTEMS ARE EQUIVALENT STRUCTURALLY, HYDRAULICALLY, & THERMALLY. AE DETAILS ARE SHOWN ON THIS MAN SHEET. BECAUSE RE IS TFIE VOLUME LEADER MSC DETAILS MAY BE VIEWED AT, hffp IA.* 11,1Olaf.—/ ALL AFFIDAVITS, DESIGNS, OPINIONS, CALCULATIONS & OTHER ENGINEERING SERVICES PROVIDED BY ALtEN GEZELMANPE AND HIS ASSOCIATES ON ANY AND ALL PROJECTS ARE SUBJECT TO THE PROVISIONS OF EJCDC C-700 ENGINEERS JOINT CONSTRUCTION DOCUMENT COMMITTEE - STANDARD GENERAL CONDITIONS OF THE CONSTRIOCTIOC CoI RAG I CURRENT AT THE TIME. THOSE OBJECTING TO SAID FJCDC C-700 OR PROVISIONS THEREOF RE DIRECTED NOT TO USE THE AFFIDAVIT DESIGN. OPINION, CALCULATION OR OTHER ENGINEERING SERVICE G FEED BY AL N GEZELMAN Re AND HIS ASSOCIATES ON THE PROJECT. EJCDC C-700 MAY BE VIEWED AT, IiT7 ,IGEZFLNAA,N(c CUMIREFERENCE/AG.'C-700_POP DIRECT O SYSTEM ID THIS DRAWING SHONS Eh ,;Age DHW O'(U11JCTiSVSIp ANL—ESPANTICLFLARSVSTEMSPLUMEENG-THERE ARE OTHER, SLIGHTLY DIFFERENT. Ti -111,i Oge OF V SYSTEM VAAA V i '{ R" SO C.i JERE06 iSS ACED ORAW.NG_TH4S (S CECAJSE FHE CRITICAL CEMENTGONE COLLECIOF.(S)AND ROOF ADUN NG.. ..'.S R::MA i'YL SAMS WHL HtR the!--(,18e- OH W SYSIEM BEING INS"AL LED 6 A DIRECT, IN -DIRECT OR ORAUN SACK MODELS WHICH CAN BE CONFIGURED WITH EITHER AN A/C OR PHOTO -VOLTAIC PUMP OR D/C CONTROLLED ELECT UC PUMP COLLECTOR SF NSOR JOL'LRAIN 1'DihTICN Vt LVF SO _ t ') 44 _ EXAANS ON TANK r L-GtDININL. E,T SHUT OFF JA_VE L t -V LEDGEND WLATYJN VALVE ( OPTiJNAAL. J- I A11 I j f. .(. 7 -tnZ- t 9OLAH LOOP ORUi (OPIXMiAL3 j t i `''mT—FTi.._. PROS— cLZK: N VALVE KPTKMALI I _TeATEPAIGwpses RELIEF VALVE -.I I I ft PFESSIiiE FBC-F YKYG AI{YENT(OPTKAAL) LAOTOMED SHILL VALVE I B_PC1Tvc RAP AgQq _ 4'r>; - —T EXPAN9L^N TALK (OF'LVJFIAL) i FIGURE 1 0., SOLAR UNIT (THERMAL OR PV) WIND FORCES GENRAL NOTE: SOLAR UN TS,NSiAlLEO YR THS PLAN SH}'. NOT PORM. PART OF THE W D NG ENVELOPE -LIKE A vINJO^u DOOR, SY.vLIGiii, GR BIPv. SPUR C.TIS i...C, Rf MO..F["ED eupv: O0, S, ALf,t nn AC ALL HOT WATER SOLAR COLLECTORS SOLD IN THIS STATE ARE REQUIRED TO HAVE BEEN TESTED BY THE FLORIDA CONDENSER THER;FORE, SOLAR UNITS .HJSNSTALLED DO NOT REQUIRE A PRESSURE RATING AS DOENVEWPE COMPONENTS SUCH AS WINDOWS, DOORS,&S'.Cs ;.ALA J TS.HA-L 'BE G.I.-EL' SOLAR ENERGY CENTER AND REAR ITS CERTIFICATION LABEL THE COLLECTORS LISTED ON THIS PLAN COMPLY WITH VERY CLOSE TO HE ROOF SURFACE. TH S FRCWDES PRESSURE EQUALZAi ON BETWEEN THE A009 WE, ACT AND THE BACK OF TH'ST I- UNITS THS RESUL—, IN NOS6-CAI HE.,.S ON Tr,E THOSE REQUIREMENTS, FURTHER INFORMATION MAY BE ACCESSED ON LINE AT: ROOF FRAMING FOR A PARALLEL MOUNT AND MODEST CHANGES IF TILT UP.HOYJCVER,THENT7RNAL a NO EAL XTERNCOM> ONENTS OF WIND IRE 511101, DECO1JL: C. -,+I'ROO 1(1; S-f IiITERNAL.J'V, HTTP://WWWFSECUCF_EOU/EN/INDUSTRY/TESTING/STCOLLEUORS/HOTWATER_RATINGS/IND£X.HTM PRESSURESANDTHE SC+ARUN'SRESIS ".XTER.rvAL WIND PRESSURES. THE f%T:RN}L WEND rORCfS AREi N TRANSFERRED Tp THE k00F FR`.MIVG iHItI :{E SPUR A*inCfiM'N'HARpW R_. W(ND CALCULATIONS LINK HERE. Hi"TP:!/WWW-GEt£!MANPECOM(GENEAIC/2010FBC WINDCAL6HTM NO PZ3 IN HVHZ ROOF PENETnA110N ACID FLASHING -... NOTE` COIlEOTC%S LMY 8E !11TA TED VERTICALLY OR (fOfYLOFfEALY J LIOIMigC' BRACKET (SEE DERAIL BEB. bM~ MOUNTS CAN BE ON BIDES OR COLLECTOR \ ENDS OFCOLLECTOR \\ ROOF INSTALLATION DIAGRAM MOUNALILUMPITCHATHREADROD. TILE ROOF: CUT OUT RECTANGLE FOR PITCH PAN, J' INSTALL AND FILL W/ 1- PART POURABLE WATER PROOF CONSTRUCTION SEALANT ALTERNATE. TILE ROOF MOUNTING DETAIL. oz FIGURE 2 EXPLANATORY INFORMATION R z S S DilM (PNEEDED B'USERS. LIL1 i L JE C 11CIVL IS NF E ( Ul 10 p% LU 5. ALSO PROES ITIL.NK t:SS TO CIE. L15. S: HTTP://WWWGEZELN NRE COM/GENERC/AS.T 3.WH10 PDT R S C J `Cl OE 'S PLAN THUS'' US ) TO S E T IT< t :t SJ' S R ) A J O S 0 E S/S S.MB 1., NT .. .CUNf.iT4„.SfIY L...'NST0..T OIS AND iiPLAN, OEM .IS rUCT.;NS S11AU PREJAL. I. 11S Tt E C S ) Fl l Z R k S t S S S OI ;.:3AUJ JN -nO;.f >. RJCT; R.J L-SS, UnI G --s L, , s..RE . ..,..,Tt uL„cF . ..PA FIGURE 3 Z SCLAtC AJ.FL` tJ.F PLr3 3 FRONT ELEVATION PZ PRESSURE ZONE WZ = WIND ZONE COLLECTCR LE OUTT ROOF PENETRATFON AND FLAAB NG s- T r /! J N t PZ 2 F SECTION A MIOSIAN REIN U> C''.FNT - SNVJ COLLECTGR MOUNTING BRACKF7 APPROVED RACKING TWO COCLFCTO MAY B- i SYSTEM W! CFIANNL. NUT M DON) 4 -SO JJ EC_ t XIST R O E NG O_ API,') DO 7 PACKING VJ. A -RM CLIP APPROV RACKING i" DIA. SPACED tiF_3 DOWN 3Y aANiciJRS — f — VJf'NAT'c RPROOF SEALANT OEM HOLD oo-1 LAGGING ( POSITION OVER TRUSS; EXISTING R(NJF TRESS,-- —W-LAG BOLT GR TOP CHORD J- BUILT (BOOKS TRUSS) I TYP. SHINGLE, MET, FLAT TILE DETAIL. APPROVED RCONG IT MR. SPACER LENGTH SYSTEMW CHANNEL NUT ADJUST FLUSH WI TOP OF TILE} EMSTINGMEMBRNE - i"DIA_SPAC R LENGTH ADJUST (LUSH VO TOP OF TILE EL ~ APPROVED RACKING i- I A. SPACER Wr WATER ROOF SEALANT EXIST. BARRED TILE N11 APPLICABLE ----- _.. _ OEM HOLD DOWN. I. INO ICJ= TRUSS. — 1 ' A I YUNDER TIFTOPCHORD LAGGING( POSE! OVER TRUST JJI FX. ANS" CONY FOAM3WLAGBOLTOR J BOLT (HOOKS TRUSS) TYP. BARREL TILE ROOF MOUNTING DETAIL All I. f CONSTtt EXISTING ROOF ---- / MOOR ING BRACKET ADHESIVE MEDMUM / OEM HOLDOO'NN: BEAD BOTH STC) S OF LAGGING ( POSITION OVER TRUSS) INTERFACE 3ET*NF.EN ----------J BOtI"(fi00KS TRUSS) ROOF SEiEETING AND ---- — BLOCKING BETWEEN TRUSSES) TRUSS/}j/--SEALANT FOR WATERPROOFING i F( IOT IN EACii ( i i iti-G ION ' R I.'G ) \ FROM SPA iN R TO I ff< CO, LE TOR JOJN F0 I -1", LR. B , L HR AD R >D. ) 1 axaB "E:N t,LT.,. I j ti IN CJ TAL J EYWOOD J i! TYP BEAD OF CONSTR. ADHESNE-1 / u%IS lM1C ROD- TRUSS. TOP CHORD NOTE -THERE SHALL BE AT LAST C FI, OLD-DOWN ATTACHMENTS FOR EACH SOLAR COLLECTOR ON A ROOF, TYP. MOUNTING DETAIL Rack Mount Flush Mount Standard Mount System System System RM MOUNTING BRACKETS t" 1> 2Jr.n T fiyi TILT KIT - DECK ANCHOR I CERTIFY THAT THIS DESIGN & SPECIFICATIONS MEET THE REQUIREMENTS OF THE CURRENT FLORIDA BU;I DING CODE, ALLEN GEZELMAN 16502 HANNA RD. LUTZ, FLORIDA 33549 PH. 813 650 7246 Ail-gGezelman RE.COM www GczHmanPE.<cm SSED OR EL FUTRO x'..,, KS PE. 959180 C/ dvice. US CIXROC: AA,k— IRA 36W E Fk,. aie 0, I."- FL,33629 PH. 813,F15,91154 FX. 866 69a 7251 moil@, Ad—. A // www.cAdYi.. Ems[. W od IL W_ O d of t LL O W F— Z O J W Z Q V v /^ j SYSTEM 1423 GUNN HIGHWAY HIGHWAY ODESSA, FL33556 REV. 0311/ 12- TMUGLT.. CO . l_ 3, z z, 77 SYEi T NAUC PERMIT SET RA,/r ) cF:Et car; SHEET NO. A.1. 3-10 w,ATE P,,, 3-007AR 1974SINCE SERVICE COMPANY, INC. 1507 Damon Avenue - Kissimmee, Florida 34744 -Telephone: 407-846-7830 - Fax: 407-847-5013 St,ate Certified # CVC056657 - www.allsolarflorida.com Name KA Date 45 I Address City State 4:7— Zip Code Home Phone: Cell. Phone E-mail Representative Terms: Method Cireclit Card Check Cash Finance I of Payment: EXISTING ROOF C07NDIT10,MS; 1 STORY I GRAVEL Amount 2 STORY TILE FLAT ROOF SHINGLES Systern Type V_4v, era Comments: Sip eczficatic ns MMEIMMEM Collector( s) ______Exist;rgTank Auto Control 4 x 8 Collector(s) ftker: P.V./ D.C. Pump 4x, 51/2 Collector(s) 80 Gallon Storage Tank Permit & Engineering 3x7 Collector(s) 120, Gallon Storage Tank TOTAL Passive Collector(s) Deposit. 11 BalanceA? Y-4-O." All material is guaranteed to be as specified. All work to be completed in a workmanlike mariner according to standard practices. Any alteration or deviations involving extra costs will be executed only upon written order, and will become an extra diarge over and above the estlmaW All agreements are contingent upon strikes, accidents, and of delays beyond our control. Owner to carry fire, tornado, and other necessary Insurance. By acceptance of this Invoice, customer acknowledges that it has read and understands the terms and conditions of this agreement and agrees to be bound by the same, and hereby agrees that this document supersedes any and all proposals, oral or written, and all other agreements, negotiations and communications between the parties or their agents with respect to the subject matter hereof. Seller is authorized to commence work. ACCORDING TO FLORIDA'S CONSTRUCTION LIEN LAW (SECTION 713.001-713.37, FLORIDA STATUTES,) THOSE WHO WORK ON YOUR PROPERTY OR PROVIDE MATERIALS AND SERVICES AND ARE NOT PAID IN FULL HAVE A RIGHT TO ENFORCE THEIR CLAIM FOR PAYMENT AGAINST YOUR PROPERTY. THIS CLAIM, IS KNOWN AS A CONSTRUCTION LIEN. IF YOUR CONTRACTOR OR A SUBCONTRACTOR FAILS TO PAY SUBCONTRACTO11S, SUB -SUBCONTRACTORS OR ARTERIAL SUPPLIERS, THOSE PEOPLE WHO ARE OWED MONEY MAY LOOK TO YOUR PROPERTY FOR PAYMENT, EVEN IF YOU HAVE ALREADY PAID YOUR CONTRACTOR IN FULL. IF YOU FAIL TO PAY YOUR CONTRACTOR, YOUR CONTRACTOR MAY ALSO HAVE A LIEN ON YOUR PROPERTY. THIS MEANS IF A LIEN IS FILED YOUR PROPERTY COULD BE SOLD AGAINST YOUR WILL TO PAY FOR LABOR, NIIATEMALS, OR OTHER SERVICES THAT YOUR CONTRACTOR OR A SUBCONTRACTOR MAY HAVE FAILED TO PAY. TO PROTECT YOURSELF, YOU SHOULD STIPULATE IN THIS CONTRACT THAT BEFORE ANY PAYMENT IS MADE, YOUR CONTRACTOR IS REOUIRED TO PROVIDE YOU WITH A WRITTEN RELEASE OF LIEN FROM, ANY PERSON OR COMPANY THAT HAS PROVIDED TO YOU A "NOTICE TO OWNER." FLORIDA' S CONSTRUCTION; LIEN LAW IS COMPLEX AND IT IS RECOMMENDED THAT YOU CONSULT AN ATTORNEY. P- Z, a: I. Custorper's Signature Date CITY OF SANFORD P.O. BOX 1788 SANFORD FL 327721788 C E R T I F I C A T E 0 F 0 C C U P A N C Y Issue Date . . . . . . 7/18/12 Parcel Number . . . . . 30.19.31.516-0300-0220 Property Address . . . 518 MELLONVILLE AVE SANFORD FL 32771 Subdivision Name . . . Legal Description . . . Property Zoning . . . . MULTIPLE FAMILY Owner . . . . . . . . . Habitat For Humanity Contractor . . . . . . Application number 12-00001510 000 000 Description of Work NEW SINGLE FAMILY HOME - DETACHED Construction type . . . VB Occupancy type . . . . RESIDENTIAL Flood Zone . . . . . . NONE Approved . . . . . . . Lax, J Buirding Official VOID UNLESS SIGNED BY BUILDING OFFICIAL In accordance with this Certificate of Occupancy, all inspections for compliance with Florida Building Code 2007 for occupancy and use have been performed and approved. If the construction project was permitted and built under the owner/builder contractor exemption of Florida State statute 489.103; refer to state statute regarding limitations on renting, lease or sale of this property. REQUEST FOR PRE -POWER Altamonte Springs, Casselberry, Lake Mary, Longwood, Oviedo, Sanford, Seminole County, Winter Springs Date: '7111,2,111 1. 1-1 Project Namc:f) Project Address: /— Building Permit #: /J- ___ 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 shalt 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. S. 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. Print. NameA of ncrlTenat Signature of Owner/Tenant JURISDICTION EMPLOYEE NAME: JURISDICTION: GALLED INTO: Print Name of Gen. Contractor Signature of Gen. Contractor Gen. Contractor License # e Print Name of El. Contractor JI El. Contractorature0 fFm -, El. Contractor License # o Progress Energy o Florida Power and Light on Rev. 3/27/07) e MASTER BATH BATHRQOM PROFELE BATH 2 INTERIOR ELEVATIONS VJTCHEN3" bath duct SCALVW -d*-G* 42X42 A/C SLAB to roof cap BY BLDR MIN w/fare 2' FPVEW" LOMM 0V WALL Nutone 696RN(DB OF VC COW. . IWO M 0 FEW W/W n MASTER 5EDROOM M T x4 1w, 10.6 lwcal 35sa 12x6 1wcd CAFM BEDROOM 03 7 ' BeCIV,00M 42 120 - I c, QX6 lwcd0160 .8x CLa. 1 wcd " CAFFEr UF I 5tYJxfrag41- 14x14 rog A 2 6 gg 4HH 12 rag 2x12 rag Fr/W 2866 01 14x14 rag 16X16 yg V41 CM, I cruetBuilder will need to .11 ROME PLATF" provide a 3'x3' ctoset 6 F" WAC We Verwy Sa VOrm MAP c7" 120 L Wcd 7 LIVING ROOM KITC44EN lJ V4. CL4. DINING AREA CW CAFFET WM VORM" I Oxr 5i C. II1loxe4Q11Al2r T CC UTL scale : 1 /8.=110. 0 TON W/'5KW «240V IPH 2) SH 24 SH 23 3M DRYER( VIALL1800 plen platform by d1dr CAR PORT Tronser ducts/grills sized in cornplionce W-V me, AF with Florida Residential Building Code-M1602,4 00w- SLM balanced return air Ex CEPnCNS 1-3 STORAGE FLOOR PLAN NOTETOBWLDER:MUST PROVIDE UNRESTRICTED 8'4' MA AFF I INCH UNDERCUT ON DOORS TO HABlTAL ROOMS CONCI SUS 77777 Sr& E - t/4' - 1-V mofeato ul fr1; I e Must have a minimum clearance of 4 inches around the air handier per the State Energy code. All duct has an r=6 insulation value. OFFICE K— Q> M Z 0— UJ LLJ o sot S5- cl, 77 J%S. 0V pc r's kA Zol SLJJ vs? - S, G;-P3 cf) 1-- 0 F F- 0 lel- 10 -F 7; 0 t A KW, Rating Z 0 Uj Z o Z j 0 :3 Ma_ 1 0