Loading...
HomeMy WebLinkAbout137 Kays Landing Dr 14-49; FIRE REPAIROCT 08 2014 D CITY OF.SANFORD BUILDING ii FIRE PREVENTION PERMIT APPLICATION Q101 O00 Application No: Documented Construction Value: $ G b Job Address: 132 Kays Land 6'nq -Dr • Historic District: Yes No Parcel ID: 34_I q - 3Q- '51 q - 0000 - 0?00 Zoning: Description of Work: F'irt - Kepa%r- at, bpi Ids Plan Review Contact Person: Title: Phone: Fax: E-mail: Property Owner Information Name ykonne Lovism Phone: 321. 696- 7077 Street: 137 Kays /_QAJ 1 nq Dr. Resident of property? : YtS City, State Zip: Sa n4G6 r ck , FL 3'1771 Contractor Information Name Or-pn$K_ Coon} C0/%4ryc4A;P0A CO, Phone: 107• SSS•OyOq Street: &;L)3 lJlLujeertA Rd Fax: Gi0'- dSs"-OyoB City, State Zip: Or 1a.n0fca FL ;28 09 State License No.: Cge- /S/ 3S-78 Arch itectlEngineer Information Name: Street: City, St, Zip: Bonding Company: Address: Building Permit Square Footage: No. of Dwelling Units: Electrical New Service — No. of AMPS: Phone: Fax: E-mail: Mortgage Lender: Address: PERMIT INFORMATION Construction Type: Flood Zone: Mechanical (Duct layout required for new systems) Plumbing No. of Stories: New Construction - No. of Fixtures: Fire Sprinkler/Alarm No. of heads: y3 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 rele fi l onne L,our'se gItl115 g Signature of Owner/Agent Date Signa a of ontractor/AgentDate V fi' Ze !i M l5 c.-,1 Pri Owner/Agent's Namg A Print Contractor/Agent's e I W' tatelof Florida DANIEL SCOTT STARK MY COMMISSION i EE 15M EXPIRES: December 21, 2015 l' 9'FOFr.aQ! BOfdedThAiBudgetNakayBerrkes Owner/ Agent is Personally Known to Me or Produced ID Type of ID APPROVALS: ZONING: UTILITIES: ENGINEERING: COMMENTS: Rev 11.08 I Sign tune ofN - Florida D DANIEL SCOTT STARR MY COMMISSION II EE 15M EXPIRES: December 21, 2015 ooF Bonded Thiu Budget Notary Services r` aPo! Contractor/ Agent is Personally Known to Me or Produced ID Type of ID WASTE WATER: BUILDING: — w M o C T a 8 Z014 CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION c;c Application No:Documented Construction Value: $° Job Address: 132 K415 L_oAknq Dr • Historic District: Yes No Parcel ID: 34- I q - 30- 5 i 9 - 00C)o - 0-200 Zoning: Description of Work: Firs - Aepc6 r /Ac, bpi Pia Plan Review Contact Person: Phone: Fax: E-mail: Title: V-1/anne Property Owner Information Name LoytiSQ Phone: 321• (,96- 7C)77 Street: 137 Ku y5 L.a nd 1 Aj Dr Resident of property? : e S City, State Zip: Sa^4 brj , FL 37.771 Contractor Information Name ®,-ceny,G coteNk: cons A CO, Phone: 410'• $S6--0g0q Street: (0;03 d) U j cc rci Rd . Fax: c'iOy - d Ss' - 0,10 8 City, State Zip: Q r (a.n aJ,. State License No.: e q t- /5/ 3S- 7 ? Arch itectlEngineer Information Name: Phone: Street: Fax: City, St, Zip: E-mail: Bonding Company: Mortgage Lender: Address: Address: Building Permit Square Footage: No. of Dwelling Units: Electrical New Service — No. of AMPS: PERMIT INFORMATION Construction Type: rNo. of Stories: Flood Zone: S Q CW,) Plumbing New Construction - No. of Fixtures: Mechanical 11 (Duct layout required for new systems) Fire Sprinkler/Alarm 0 No. of heads: rr, 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 rele h Voi1r1 e L-oui'se q 11 1 g ri Sign re of Owner/Agent Date Signa e of ontractor/Agent Date k,/'e % lL' l —C/ 14, f' Pri t Owner/Agent's Name Print Contractor/Agent's e T I Si of Not - f Florida Date Signature of N ry- Florida D e atP"Y DANIEL SWTT STAM MY COMMISSION # EE 155004 EXPIRES: December 21, 2015 I TEOFfIOQ'! BwdedThrululet"sw*0 Owner/Agent is Personally Known to Me or Produced ID Type of ID APPROVALS COMMENTS: Rev 11.08 Z p / 7UTILITIES: ENGINEE w 3 FIRE: 1 ar a ei DANIEL SCOTT STARR SO c * MY COMMISSION # EE 155004 EXPIRES: December 21, 2015SorF`0! Bonded Thru Budget Notary Ser*es Contractor/Agent is Personally Known to Me or Produced ID Type of ID WASTE WATER: BUILDING: City of Sanford Planning and Development Services Engineering — Floodplain Management Flood Zone Determination Request Form Named Firm: Qr oe `D'tlni. s et c Address: C-203 , „Qg dr d Rd City: C),r k%e"Q State: L Zip Code: "3'LeO9 Phone: (lu 7, $SS' • 0 yo S Fax:gO7• $SS, O y08 Email: Property Address: 137 Koys Property Owner: Parcel identification Number: Phone Number: 3 V, (off'& 70 77 Email: The reason for the flood plain determ ation is: New structure Q 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) Flood Zone:_ Base Flood Elevation: Datum: ( FIRM Panel Number: 129 N t-/ 00 70 Map Date: C, - Z 8 0-7 The referenced Flood Insurance Rate Map indicates the following: The parcel is in the: floodplain floodway T portion of the parcel is in the: floodplain floodway he parcel is not in the: floodplain floodway Ltd The structure is in the: floodplain floodway The structure is not in the: floodplain floodway If the subject property is determined to be flood zone `A', the best available information used to determine the base flood elevation is: Reviewed b : Date: /p . !3 T:\ Engr-Files\Elevation Certificate\Flood Zone Determination Request Form.doc Date of Loss Insured Address City Telephone Telephone CONsTRUC-nON CO. 4 I nfv'r°ui CC.t,z l:rnrrdl Contra, limy Ct :(1 72i7F CONTRACT FOR SERVICES, ASSIGNMENT OF BENEFITS, DIRECT PAYMENT AUTHROIZATION AND HOLD HARMLESS AGREEMENT Type of Loss t, Insurance Company A S 1 Claim Number Mortgage Company cJ Loan Number 2 . 9 ,3K Approved Loss Amount I acfD v t 0 m let -0c (,( 4/_ AGREEMENT: I, the Owner/Agent for the job site listed above, authorize ran a CountAo struction Company (hereinafter referred to as "OCCC") to enter my property, furnish materials, supply all equipment and perform all labor necessary to preserve and protect my property from further damage. I also authorize OCCC to begin immediately working with my insurance carrier/adjuster in the finalization of the APPROVED repair work scope and then to proceed with the reconstruction process upon its approval and funding. ASSIGNMENT OF INSURANCE BENEFITS AND DIRECT PAYMENT AUTHORIZATION: I hereby assign any and all insurance rights, benefits, and proceeds under any applicable insurance policies to OCCC. I also hereby authorize direct payment of any benefits or proceeds to OCCC. I make the assignment and authorization in consideration of OCCC's agreement to perform services and supply materials and otherwise perform its obligations under this contract, including not requiring full payment at the time of service. I believe the appropriate insurance carrier to be as listed above. I also hereby direct my insurance carrier(s) and mortgage bank to release any and all information requested by OCCC, its representative, or its attorney for the direct purpose of obtaining actual benefits to be paid by my insurance camer(s) for services rendered or to be rendered. In this regard, I waive my privacy rights. If payment is made directly to the Owner/Agent by an insurer, it shall be endorsed over to OCCC within 3 business days. I agree that any portion of work, deductibles, betterment, depreciation or additional work requested by undersigned, not covered by insurance, must be paid by the undersigned on or before its completion. Payment terms to OCCC are net 30 days. Late charges of 1.5 % monthly are charged to any and all unpaid balances. OCCC shall be entitled to reirnbursement for costs of collections (including reasonable attorney's fees and costs) of unpaid amounts by Owner/Agent and for reasonable attorney's fees and costs for the breach of enforcement of any terms of this entire service agreement. AUTHORIZED ANTIMICROBIAL AGENTS: 1 understand that in the best judgment of OCCC materials may be treated with a commercial antimicrobial agent to inhibit the growth of micro-organisms during the drying process. I have received advanced notice of the use of antimicrobial and/or antimicrobial products as part of the restoration process. I understand it is beyond the expertise of OCCC to determine if someone is sensitive to its application and will hold OCCC harmless for its use. STOP WORK HOLD HARMLESS: In the event OCCC is not allowed to perform its recommended procedures and/or drying equipment is removed prematurely, I agree to release and hold OCCC harmless and indemnify OCCC against all claims of actions that may result from such procedures. Additionally, cancellation of this contract for any reason other than non performance after 3 days or after given direction by Owner to begin will result in Owner paying all direct costs and anticipated profit on this project. I HAVE READ AND UNDERSTAND THE INFORMATION AND HAVE RECEIVED A COPY FOR MY REC S, ner/AgenttSigna re:1 D% 0"C Representative: Date: THANK YOU FOR YOUR BUSINESS! 6203 Wirivgard Rudd Orlando, t=L 32809 WWVV.Oc'('("B/ 61A-ri -1 5 5_ H D - a_00'Z Date of Loss Insured Address City Telephone Telephone ORANGE COUNTY' OUNT ti 407 ».0404 t 407 5.attosQ,,_C0NS IapUC'nON cb• infococCC.bz General Contra(ting, CG0513578 CONTRACT FOR SERVICES, ASSIGNMENT OF BENEFITS, DIRECT PAYMENT AUTHROIZATION AND HOLD HARMLESS AGREEMENT Type of Loss I Fire Insurance Company As ' Claim Number 00 10 l Mortgage Company Loan Number Approved Loss Amount 0 t m iCr-C Cl1 r C AGREEMENT: I, the Owner/Agent for the job site listed above, authorize (ranbe CountyiCo struction Company (hereinafter referred to as "OCCC") to enter my property, furnish materials, supply all equipment and perform all labor necessary to preserve and protect my property from further damage. I also authorize OCCC to begin immediately working with my insurance carrier/adjuster in the finalization of the APPROVED repair work scope and then to proceed with the reconstruction process upon its approval and funding. ASSIGNMENT OF INSURANCE BENEFITS AND DIRECT PAYMENT AUTHORIZATION: I hereby assign any and all insurance rights, benefits, and proceeds under any applicable insurance policies to OCCC. I also hereby authorize direct payment of any benefits or proceeds to OCCC. I make the assignment and authorization in consideration of OCCC's agreement to perform services and supply materials and otherwise perform its obligations under this cortract, including not requiring full payment at the time of service. I believe the appropriate insurance carrier to be as listed above. I also hereby direct my insurance carrier(s) and mortgage bank to release any and all information requested by OCCC, its representative, or its attorney for the direct purpose of obtaining actual benefits to be paid by my insurance carrier(s) for services rendered or to be rendered. In this regard, I waive my privacy rights. If payment is made directly to the Owner/Agent by an insurer, it shall be endorsed over to OCCC within 3 business days. I agree that any portion of work, deductibles, betterment, depreciation or additional work requested by undersigned, not covered by insurance, must be paid by the undersigned on or before its completion. Payment terms to OCCC are net 30 days. Late charges of 1.5% monthly are charged to any and all unpaid balances. OCCC shall be entitled to reimbursement for costs of collections (including reasonable attorney's fees and costs) of unpaid amounts by Owner/ Agent and for reasonable attorney's fees and costs for the breach of enforcement of any terms of this entire service agreement. AUTHORIZED ANTIMICROBIAL AGENTS: I understand that in the best judgment of OCCC materials may be treated with a commercial antimicrobial agent to inhibit the growth of micro-organisms during the drying process. I have received advanced notice of the use of antimicrobial and/or antimicrobial products as part of the restoration process. I understand it is beyond the expertise of OCCC to determine if someone is sensitive to its application and will hold OCCC harmless for its use. STOP WORK HOLD HARMLESS: In the event OCCC is not allowed to perform its recommended procedures and/or drying equipment is removed prematurely, I agree to release and hold OCCC harmless and indemnify OCCC against all claims of actions that may result from such procedures. Additionally, cancellation of this contract for any reason other than non performance after 3 days or after given direction by Owner to begin will result in Owner paying all direct costs and anticipated profit on this project. I HAVE READ AND NDERSTAND THE INFORMATION AND HAVE RECEIVED A COPY FOR MY REC S, gnWDat: re:OC Representative: Date: THANK YOU FOR YOUR BUSINESS! 6203 Wir egard Road Orlando, FL 32809 WWW.0CCC. 13Z CPA Parcel View: 34-19-30-519-0000-0800 Page 1 of 2 i mvk$ meson„CC-A Property Record Card P FqMW Parcel: 34-19-30-519-0000-0800 Owner: LOUISE YVONNE SEMU%XXC OOUNW.FLOFUDA Property Address: 137 KAYS LANDING DR SANFORD, FL 32771 FTBackSave Layout Reset Layout FNew Search Farcel- 34- 19-30-519-0000-0800 Value Summary Property Address: 137 KAYS LANDING DR Owner: LOUISE YVONNE Mailing: 137 KAYS LANDING DR SANFORD, FL 32771 Subdivision Name: KAYS LANDING PHASE 1 Tax District: S1-SANFORD Exemptions: 00- HOMESTEAD (2007) DOR Use Code: 01-SINGLE FAMILY ingo Asa F• - :- ,e-`°r, "`r p L T FF- rs i -ram VIHLEN_ p O g tiro Ar _ r t a P} a Q P. tr r Map Aerial Both Footprint + Exten - ts Center Larger Map Advanced Map Dual Map View - External 2013 Working 2012 Certified Values Values Valuation Method Cost/ Market Cost/Marke Number of Buildings 1 Depreciated 144, 341 140,65! Bldg Value Depreciated EXFT Value Land Value Market) 36, 500 35,00( Land Value Ag Just/Market 180,841 175,65! Value Portability Adj Save Our Homes 2,196 Adj Amendment 1 Adj Assessed Value_ 178,645 175,65! Tax Amount without SOH: 2,671 2012 Tax Bill Amount 2,671 Tax Estimator TRIM Notic( Save Our Homes Savings: Does NOT INCLUDE Non Ad Valorem Assessments v Legal Description LOT 80 KAYS LANDING PHASE 1 PB 67 PGS 41 - 43 Tax Details Taxing Authority Assessment Value Exempt Values Taxable Value County General Fund 178,645 50,000 128,641 Schools 178, 645 25,000 153,64! City Sanford 178,645 50,000 128,64`_ SJWM(Saintjohns Water Management) 178,645 50,000 128,64! County Bonds 178,645 50,000 128,641 r Sales Deed Date Book Page Amount Vac/Imp Qualified SPECIAL WARRANTY DEED 07/2006 06362 0512 348,000 Improved Ye: SPECIAL WARRANTY DEED 09/2005 05992 1393 498,800 Vacant N( Find Comparable Sales within this Subdivision http://www. scpafl.org/ParcelDetails.aspx?PID=34-19-30-519-0000-0800 9/11 /2013 CPA Parcel View: 34-19-30-519-0000-0800 Page 2 of 2 Land- Method Frontage Depth Units Unit Price Land Value LOT 1.000 36,500.00 36,50( Building Information Description Year Built Fixtures Base Total SF Living Ext Wall Adj Repl AppendagesgActual/Effective Area SF Value Value 1 SINGLE 2006 13 1,571.00 3,464.00 2,969.00 CB/STUCCO 144,341 $149,190 FAMILY FINISH Description Area GARAGE 426 FINISHED OPEN PORCH 69 FINISHED UPPER STORY FINISHED 1398 Permits. Permit # Type Agency Amount CO Date Permit Date 04026 New - Residential Sanford $4,026 05/04/2006 08/04/200` Extra Features Description Year Blt Units Value Cost New Back Save Layout Reset Layout JFNew Search http://www.scpafl.org/ParcelDetails.aspx?PID=34-19-30-519-0000-0800 9/11 /2013 LOUISE RESIDENCE 137 KAYS LANDING DRIVE SANFORD, FL TRUSS INDEX SHEET GENERAL NOTES AND DESIGN PARAMETERS 1. A SIGNED AND SEALED TRUSS SUMMARY HAS BEEN INCLUDED TO PROVIDE AS AN INDEX OF TRUSS DRAWINGS 2. REFER TO CONSTRUCTION DOCUMENTS FOR TRUSS PLACEMENT 3. DESIGN LOADS: ROOF: 40 PSF (SHINGLE) 50 PSF (TILE) FLOOR: 55 PSF 4. WIND DESIGN LOAD INFORMATION - PER 2010 FBC, REF. ASCE 7-10) A) BASIC WIND SPEED = 140 MPH(Vult); 108 MPH(Vasd) B) WIND IMPORTANCE FACTOR = 1.00 C) BUILDING RISK CATEGORY = II D) WIND EXPOSURE(ALL SIDES) =B E) INTERNAL PRESSURE COEFFICIENTS ENCLOSED BUILDINGS = +/- 0.18 PARTIALLY ENCLOSED BUILDINGS = +/- 0.55 NOTE: COEFFICIENTS FOR PARTIALLY ENCLOSED STRUCTURES ARE APPLIED WHEN DESIGN OF MEMBER(S) FALLS UNDER ASCE 7-10 DEFINITIONS CLASSIFYING AS SUCH) 5. REFER TO ROOF AND FLOOR DETAILS AT THE END OF THIS BOOK FOR ITYPICALCONNECTIONS COPYRIGHT K & M TRUSS ZELLWOOD, FL LONTA CONSULTING k DESIGN or waft k ASSOCA"a". INC. CRRT. OF AUTHORIZATION NO. 9177 Z22 S. IIESTYONTE DRIVE SUITE 100 1i9iit91ppp Yoo°°°°° LICENSE*-. N0.42704 e o STATE OF Td Ct no. yed: drawn: ate: OCT ® 2 2013 scale: ssom Trail - P.O Box 1138 Zellwood, A 32738 Customer Information: Name: Contact: HOUSE ACCOUNT Address: City, State, Zip: Salesman: Designer: Keith Czermerys Notes: Wooffruss Main Office:407-880-4551 Fax:407-880-4552 Uplifts Reactions Job #: 130290 Order Date 9/24/2013 Project Information: Name: Louise Res. Address: Region: 137 Kays Landing Dr SEMINOLE CO City, State, Zip: SANFORD, FL 32771 Loading: TC BC LL 20 0 DL 7 10 C-Gust Notes: 24 Qty Span Description Truss Bearingl Bearing2 Bearing3 Bearing4 Height Reaction/Uplift Reaction/Uplift Reaction/Uplift Reaction/Uplift 1 31-04-00 Al 00-04-00 BC100 00-04-00 BC100 03-10-03 6/12 205.8 lbs. each 2822 / 626 2822 / 626 1 , 31-04-00 A2 ` 00-04-00 BC100 00-04-00 'BC100 . 04 10 03= 6/12 155.4 lbs. each 1249 / 0• 1249 / 0 1 31-04-00 A3 00-04-00 BC100 00-04-00 BC100 05-10-03 6/12 170.8 lbs. each 1251 / 0 1184 / 0 1 31-04-00 A4 00-04-00 BC100 ,. 00-03-00 HANGE 06-10-03; 6/12 165.2'lbs. each 1251 /'0 1183 / 0 1 31-04-00 A5 00-04-00 BC100 00-03-00 HANGE 07-10-03 6/12 165.2 lbs. each 1251 / 0 1183 / 0 2 31-04-00 A6 00-04; 00 BC100 60-03-00 HANGE' 08-02-03 12 169:4 lbs. each 125"1'/-0" 1183 J 0 1 31-04-00 A6A 00-04-00 BC100 00-03-00 HANGE 08-02-03 6/12 189 lbs. each 1256 / 0 1178 / 0 1 31-04-00 A7 00-04-00 BC100 00703-00 'HANGE 07-10-03 6/12 212.8 lbs. each 1256 /'0 1178 / 0 1 31-04-00 A8 00-04-00 BC100 00-03-00 HANGE I 06-10-03 6/12 222.6 lbs. each 1256 / 0 1178 / 0 1 31 04-00 A9 00-04-00 BC100 00-03-00 HANGE O, r f'r' 05710703 6/12 196.0 lbs. each 1256 / 0 1178 / 0 6 1 31-04-00 A10 00-04-00 BC100 00-03-00 HANGE oo® LICE e0000®o 000 4-10-03 6/12 187.6 lbs. each 1256 / 0 1178 / 0 o u 5 1 31-04-00 Al 00-04-00 BC100 00-03-00 'HANGE 7 V Ae o. a 10 03 6/12 227.5 lbs. each 2442 / 469 2571 / 476 e s o 1 24-06-00 B1 00-04-00 BC100 00-04-00 BC100 o ST 0 T C ® yqt, @6 10 03 6/ 12 154.0 lbs. each 2246 / 506 2246 / 506 i °s% snv-. -4 sZs oo +i dyo ®ems ® Page l of 2 OCT 02 2013 William M. Ranieri, PE FL Lie # 42704 Job#: 130290 QUOTE Qty Span Description Truss Bearingl Bearing2 Bearing3 Bearing4 Height Reaction/Uplift Reaction/Uplift Reaction/Uplift Reaction/Uplift 1 24-06-00 B2 00-04-00 BC100 00-04-00 BC100 04-10.03 6/12 119.0 lbs. each 991 / 0 991 / 0 1 24-06-00 B3 00-04-00 BC100 00-04-00 BC100 05-10-03 6/12 130.2 lbs. each 991 / 0 991 / 0 1 24-06-00 B4 00-04-00 BC100 00-04-00 BC100 06-05-11 6/12 114.8 lbs. each 991/0 991/0 1 24-06-00 B5 00-04-00'BC100 00-04-00 :BC100 06-05-11 6/12 124.6 lbs. each 932 / 0 985 / 0 1 24-06-00 B6 00-06-00 BC100 00-03-08 BC100 00-04-00 BC100 06-05-11 4 -Ply 6/12 722.4 lbs. each 2900 / 704 11203 / 2728 529 / 101 24 07-00-00 EJ1 00-04-00 BC100 00-01-08 NAILED'00-01-08 NAILED 03-10-03 6/12 23.8 lbs. each 341 / 0 127 / 0 171 / 0 6 07-00-00 EJ1A 00-04-00 BC100 00-01-08 NAILED 00-01-08 NAILED 03-10-03 6/12 26.60 lbs. each 341 / 0 103 / 0 190 / 0 10 05-00-00 CJ5 00-04-00 BC100 00-01-08 NAILED 00-01-08 NAILED 02-10-03 6/12 16.8 lbs. each 268 / 0 89 /'0 119 / 0 10 03-00-00 CJ3 00-04-00 BC100 00-01-08 NAILED 00-01-08 NAILED 01-10-03 6/12 112 lbs. each 199 / 0 51 / 0 63 / 0 10 01-00-00 CJ1 00 04,00 BC100 00-01-08 NAILED '00-01-08 NAILED 00-10-03 6/1`2 5.600 lbs. each 159 / 0 33 /:0 54 / 0 5 09-10-01 HJ7 00-04-15 BC100 00-01-08 NAILED 00-01-08 NAILED 03-09-14 4.24/12 43.40 lbs. each 326 / 106 343 / 58 69 / 22 Fpacked By Loaded By aS^x - *x s , Page 2 of 2 OCT 0 S 2M William M. Ranieri, PE FL Lie # 42704 I0D:(1 suz`JU)-LDUISe hes. -hu U2At Aut VUIV I / A I Top chord 2x4 SP #2 Dense-13B Bot chord 2x6 SP #1 Dense-138 Webs 2x4 SP #3-13B Lumber grades designated with "l3B" use design values approved 1 /30/2013 by ALSC 140 mph wind, 20.67 h mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT 11, EXP B, wind TC DL=4.2 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS. Bottom chord checked for 10.00 psf non -concurrent live load. Deflection meets U240 live and U180 total load. Creep increase factor for dead load is 1.50. T 1-4 T1 + T2 I T + 12 I hll. UVVU. rhtrAntU UT I hC AU'INC JUD UCJIUIV Ch 11UU1A r Uhr I hUJJ IVlrh J Special loads Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC- From 56 plf at -1.13 to 56 plf at 7.00 TC- From 28 plf at 7.00 to 28 plf at 19.00 TC- From 28 plf at 19.00 to 28 pff at 24,33 TC- From 56 plf at 24.33 to 56 plf at 32.46 BC- From 4 plf at -1.13 to 4 plf at 0.00 BC- From 20 plf at 0.00 to 20 plf at 7.03 BC- From 10 plf at 7.03 to 10 plf at 15.67 BC- From 10 plf at 15.67 to 10 plf at 24.30 BC- From 20 plf at 24.30 to 20 pit at 31.33 BC- From 4 plf at 31.33 to 4 plf at 32.46 TC- 239.64 lb Conc. Load at 7.03,24.30 TC- 170.73 lb Conc. Load at 9,06,11.06,13.06,15.06 16.27,18.27,20.27,22.27 BC- 469.68 lb Conc. Load at 7.03,24.30 BC- 127.12 lb Conc. Load at 9.06,11.06,13.06,15.06 16.27,18.27,20.27,22.27 T3 T4 - T -1 8X8 R -3X4 -3%4 112X4 -3X6 -3X4 AI R IT72 W3 W5 W7 W9 WI Wt 6 /3X4 3X4 W4 W6 WB W11 W13 W1 W2 10(A7R) W1 W15-4X1D(A7R) B2X4 -3X4 -4X6 -3X4 -H1010 -3X10 -4X6 •3X4 11112 4 31'4" F 1 158 61 R.2822# U-6250 W-4" Rigid Surface) III I I Digitally signed byWilliamRanieri of,, oo Date: 2013.10.02 15:55:39 04' 00' PLT. TYP.-WAVE DESIGN CRIT.FBC2010RESrP1-2007FT/RT.20Y(0%p10(0) QTY= 1 TOTAL= 1 WARNINGI•' READ AND FOLLOW ALL NOTES ON THIS DRAWINGI IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses rwuire eMane care In fabricating, handling, shipping, installing and bracing. Refer to and fall- the Idlest edition of BCSI (Building Camponml Safely Inlonnation, by TPI and W TCA) for safely n" N these hunclions. Misters shall UnlessMiodpth-se, lap chord shall have properly attached sWcturelayide lsheathirggand bboottom chord I e bracing Insi per BC5Isecbions Locationsu BO'aas aor appplicablMe. Appplyrpadaz restrainteach (we d truss and position as srlown above and on the Joint Details, urde noted otherwise. Refor to drawings I60A-Z Ier standard plate Positions. frW Building CompoMnts Group Inc. shall not be responsible for any denaion ham this dravirg, ny failure to build the truss in conformance With ANSVrPI 1, or for hanc irg, shipping, Installation s bracing of trusses. A sW on this dra'r4ng or rover pep. Asdrg this dr-k19, Ind oWai sc.W- d professional wVftwft ntpomblity solely for err dulpn shwrtf. TM sultsbllly srd un of this dr.wtrg for my structure Is t 4 r-pon4lblly of taf BuWkg Oslo- pw ANSVTPI 1 6W.7. no neoneInformation see this M job's 90A notes papa and these web sites: rrW BCG: row Awbcg.cern: TPI: w,vw.tpinst.ap; W TCA: www.sbdndiutry.com; ICC:-iocsale.org 1518' + 1 + 132 M. o. 427Q4 i; STATE OF R.2822# U.625# W.4' Rigid Surface) REV. 13. 01.04.0627.14 SEQ = 268156 SCALE=0. 2500 TC ILL TC DL BC DL BC LL TOT.LD. 20.Opsf 7.Opsf 10.Opsf 0.0psf 37.Opsf REF DATE 10- 02-2013 DRWG O/ A LEN. 310400 DUR.FAC. 1.25 JOB #: 130290 SPACING 24. 0" TYPE HIPS IAlilli. RA 0-e•ri OC CI I iw 4# A9711A Job:(13U29U)-LOUIse hieS. -NUUJt AUL;UUN I / AC Top chord 2x4 SP #2-13B Bot chord 2x4 SP #2-13B Webs 2x4 SP #3-13B Lumber grades designated with "13B" use design values approved 1/30/2013 by ALSC Deflection meets L/240 live and U180 total load. Creep increase factor for dead load is 1.50. T1 a F V 158 Bt R.1249# U-264# RL-117/-117# W.4" Rigid Surface) Ini UvwV. rn-r-1 or I cALrIIVt JVDUtJIt.fIVtM rMUkpMAM rPfVM InUJJMrMJLATUUI 140 mph wind, 21.17 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 9.00 ft from roof edge, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. Bottom chord checked for 10.00 psf non -concurrent live load. T2 T3 13'4' 9' — EE 1518" -1- P+1 32 1 R-1249# U-264# W-4" Rigid Surface) M. SEQ = 268136 PLT. TYP.-WAVE DESIGN CRIT-FBC2010RES?PI-2007FTIRT.20%(0 oulo(0) QTY= 1 TOTAL= 1 .•'• •. REV. 13.01.04.0627.14 SCALE=0.2500 WARNINGI" READ AND FOLLOW ALL NOTES ON THIS DRAWINOI IMPORTANT•' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. 1 o TIC ILL 20.Opsf REF Trussas nequlre Verne care in fabricating, handling, shipping. Installing and bracog. Rotor to and ;00 follow the latest edeon of SCSI (Building C«nponari Safely Infonnatlpn, by TPI are W TCA) far safety • 0 42 704 ; lunctlons. installers temp«my «acing SCSI. TC D L 7.O psf DATE 10-02-2013 VWIC s pnor to performing these shall provide par • Uness noted otherwise, top chord anon have properly attached structural sheathing and botl«n chord • • j have a >opmI/ attached ngid ceatrg Locators shown far Ihmrnaim4 lateral restraint c webs • • r B V D L 10.0 psf D R W GsHallhallhavebraceginstalledparSCSIsectionsB3B7orB10, as applicable. Apply plates to each face /\ c truss and position as shown abwe and on the Joint Details unless Wed otherwise. { Rein« to drav4ngs i68A Z 1or tandard plate posnlons. ATE % F ' frW Bulldog Components Group he shall not be responsible far any deviation from this 6aveng, • any failure to build the truss In conformance with ANSVrPI 1, or for handing, stripping, instal aton • acing of busses. W4 O O sfBCLLp TOT.LD. 37.Opsf O/A LEN. 310400 A seal on Ms drawag «qov page lbtlig Ms dra-Ing, hiked s aopeptahw of pnofMsland D ' . roil"'d"g"'ponald ryad* for ftdaalpnanv#". The euna°n°yand ueaaM drwMrg ti •• ANBVIPI Bap.. DURAC. 1.25 F JOB #: 130290 far my structure Is thernpaWdllpr d thisBL40V Deal" par 1 •' F«morew« ma wswths'm•sgewid WPagean #lmwebshm: N- HIPS RW BCG: www.ilwbcg.cpm; TPI: wwwAphsL«g, W TCA: www.sbdrousey.corn; ICC: www.locsale.«9 SPACING 24.0" TYPE E WilliamM_ Ranieri_ PF FL Lin # d27nd b:(130290) -Louise Res. -HOUSE ACCOUNT / A3 Top chord 2x4 SP #2-13B 32 2x4 SP #3-13B: Bot chord 2x4 SP #2 Dense-13B' Webs 2x4 SP #3-13B Lumber grades designated with "13B" use design values approved 1/30/2013 by ALSC Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT 140 mph wind, 21.67 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 9.00 ft from roof edge, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. Bottom chord checked for 10.00 psf non -concurrent live load. MW FRS loads based on trusses located at least 10.83 ft. from roof edge. T1 T2 - II- T3 M 1' 15'1 I 81 R=1251# U.165# RL.123f-126# W.4" Rigid Surface) 15'8" B2 R-1184# U.149# IN"" Rigid Surface) SEQ = 268137 PLT. TYP.-WAVE DESIGNCRIT=FBC201ORESRPI-2007Fr/RT=20%(O y1o(o) QTY= 1 TOTAL= 1 REV. 13.01.04.0627.14 SCALE=0.2500 WARNINGI" READ AND FOLLOW ALL NOTES ON THIS DRAW INGI IMPORTANT'• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. 1 i TC ILL 20.Opsf REF Trusses require ememe we n fabricating handling, shipping instalrg and bracing Refer to and follow the latest edition ofSCSI (Buldrg Component Safety Information, by TPl and WTCA) for safety functions. Installers ti n i7V.4i TC DL 7.Opsf DATE 10-02-2013 practices priortoperformngtheseshallpramdetemporarybracingperBCSI. UNess noted otherwise, lap chord shall have properly attached structural shealMng and bottom chord shelf have a property attached rigid wH,ng Lwat ens shown for permanent lateral rmt t a webs have installed BC DL 1 O. OPSf p DR W G dhalf bracing per BCSI sections B3, 87 or B10 as applicable. Apply plates to each face Wss and posdan as crown abo a and on the Joint Details, unless Wed o he rise Refer to dravnngs 16OA Z for standard plate positions ITW Building Go nporleras Group Inc shall not be respons Ne for airy deviation from this drawing, any falure to Wildtine truss m conformance with ANSaTPI 1 or for haMng, sot a bracing oflrusses. ppi"g' In 1p S i a TE F ' BC ILL TOT.LD. 0.0 Sf p 37.Opsf O/A LEN. 310400 A "W m M drawing or cover page Ilstlrg ft drawing, indlchles acceptance of Wofeswo anglnmkg Mto" bBt Witty for t1M d.1gn eh—, The eullrtllPy d uN of tote draWrg i/ 0 F1 •• 1.25 JOB #: 130290 for myeirwAnIslMruporalbBlydlineBuh*g Deelgrw wr ANBVTPI 1 SmL For more information see this lob's genera notes page and these web shes: fff!!! a 4•. DUR.FAC. SPACING 24. 0" TYPE HIPS ITWBCG:w11wbog.coin;TPl:w tpirst.org;WTCA:wn•x.sbcindustry.com:ICC:w v.iccsafavg William M. Ranieri, PE FL Lie # 42704 b:(130290) -Louise Res. -HOUSE ACCOUNT / A4 Top chord 2x4 SP #2-13B Bot chord 2x4 SP #2-13B Webs 2x4 SP #3-13B Lumber grades designated with "13B" use design values approved 1/30/2013 by ALSC Bottom chord checked for 10.00 psf non -concurrent live load. MWFRS loads based on trusses located at least 11.08 ft. from roof edge. T1 T2 13• 5,4. IMI 1' 15'1 F B1 R.1251# U-163# RL-144/-149# W-4" Rigid Surface) THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT 140 mph wind, 22.17 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 9.00 ft from roof edge, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MW FRS with additional C&C member design. 1-11) = (J) Hanger not calculated (4)2x8 SP #2-13B supporting member. Deflection meets U240 live and U180 total load. Creep increase factor for dead load is 1.50. 15'8" B2 T3 13' R1183# U-147# H= H1 i r•• SEQ = 268138 QTY= 1 TOTAL= 1 REV. 13.01 SCALE=0.2500 PLT. TYP.-WAVE DESIGN CRIT.FBC2010RESrrPf-2007F7/RT=20 ono olno(o) 04. 0627.14 WARNINGI" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI TC ILL 20.Opsf REF IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. 1 0- DATE 10-02-2013 rreseeeregao-eedremeparemfabricating,lardling,anipdrg netanlrgandwacng. Refertpand Iallow the latest edition of BCSI (Bulloing Component Safety Information, fry TPI and W TCA) for safety 0542704 TC DL 7.Opsf D R W G pra fla prior to perform rg these funcaons Installers shall provide temporary bracing Per SCSI. Unless noted otherwise top chord shall have properly attached structural sheatNng and 6ottan chord shall have a propely attached rigid ceding. Locat on5 shown for permanent lase restraint d webs 0 BC DL i O. O S. Ipshall lave forming,nsWled per BCSI sectens B3 B7 or 810. as applicable. Apply defer to each lace d truss and posaion as shown abore and on the Joint Decals unless noted otherwise • t 0. 0 S pRefertodrawmgs160A2forstandarddateposdens. rFW Building Components Group Inc. shall net be responsible for any deviation hen 1Ns dramng, any failure to build the truss n conformance with ANSVrPI 1, or for handling, sNpping Installation 8 braArg of trusses TE F r• Bl, ILL. TOT. LD. s 37. 0 pS1 O/A LEN. 310400 A sal an 1Ns drewsg or erne W W W,W tHs trnAnO, hdlc>aes at rA+ma of Yolesslmd srMns 1gmporlsiblMO'adr'fa tM dalpn sr— n VAWIlty srd uss a ws drWNng A I 0{ M• DUR.FAC. 1.25 JOB#: 130290 for ray struelun Is tM mpls IbIIIfy of Ind uOdkV Dsslgrw P- ANBYTPI 1 3w.7. Per mere information sot the jabs genera notes page and these web sites: K+. 24. 0" f-i I P S frWBCG:—. 4wbcg.com:TPl'. www.0rat.org, WTCA. www.sbd-41 y. ICC. www.iccsafe.arg SPACING TYPE William M. Ranieri, PE FL Lic # 42704 b:(130290) -Louise Res. -HOUSE ACCOUNT/ A5 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Top chord 2x4 SP #2-13B 1 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. Bot chord 2x4 SP #2-138 Webs 2x4 SP #3-13B 140 mph wind, 22.67 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 9.00 ft from roof edge, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Lumber grades designated with "1313" use design values approved 1/30/2013 by ALSC Wind loads and reactions based on MWFRS with additional C&C member design. 1-11) = (J) Hanger not calculated (4)2x8 SP #2-13B supporting member. a) Continuous lateral bracing equally spaced on member. Deflection meets L/240 live and U180 total load. Creep increase factor for dead load is 1.50. Bottom chord checked for 10.00 psf non -concurrent live load. MWFRS loads based on trusses located at least 11.33 ft. from roof edge T1 T2 - T3 - i T4 T5 974 I s4"12 IVf4'4"12 1074 5X8 1 158 + 158 131 + B2 R-1251# U-161# RL-165/-170# W=4" Rigid SO—) R-1183# U-145# H-HI too. SEQ = 268139 PLT. TYP.- WAVE DESIGN CRIT=FBC2010RES/rP1-2007FT/RT-20 or0 ou10(0) QTY= 1 TOTAL= 1 ii REV. 13.01.04.0627.14 SCALE=0.2500 WARNINGI" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI TC LL 20.Opsf REF IMPORTANT" FURNISHTHISDRAWINGTOALLCONTRACTORSINCLUDINGTHEINSTALLERS, DATE 10- 02-2013 Trusses requ re extreme care infabricating handling, shipping, Installing and bracing Refer and slow the latest edition of SCSI (Building Component Safety Inf«mabm, by TPI and W TCA) far safety • O 42704 • TC D L 7.0 psf practices priortoperfmningthesefuwfimsInstallersshallprovidetemporarybracingperBCSI. Unless noted otherwise, top chord shall have properly attached structure! sheathing and bottom chard shall haveaproperlyallhedrigidcalling. Locations sham fark permanent lateralrestraintofwebsjBC D L 10.0 psf D R W G shall hoe bracing installed per SCSI sections 63, B7 or B10, as applicable Apply plates to each face of truss and position as shown abwe and on the Joint DV24s unaess noted otherwise.w Refer todrawings16OA-Z far standard plate pasitons. e far devlat on trainus drawing, RW BuildingComponentsGroupIncshallnotberesponsibleanylalureto build the ouss In conforms ce with ANSirrPI 1, or farhardig shipong, Installation bracingoftrusse: W, 0 pTE F rl BC LL TOT. LD. O. Op S 37.Opsf O/ A LEN. 310400 A seal on tNa diawig «crna Daga gstkg dints 6avArg, 4dbatas acceptenca d aae..WW wVInevrgmpmlilb"vdiymrtodaignshown. TMaaultaNtRym° uaaaf drm*V 1i•e i_• II R ,. 0 DUR.FAC. 1.25 JOB #: 130290 r« my atfupf« a 4 ftruponalbllly a"BUMN DesIpIN per ANSVTPI 1 Sw.2, For more infor, mon sou this job's rotes page and these web sees: i A U_ general ITW BCG: www. 11wbcg.coml TPI: www.pinstorg; WTCA: www.sbci d atry.cmn; ICC:—i—ate.org SPACING 24.0" TYPE HIPS William M. Ranieri, PE FL Lic # 42704 JGb:(130290) -Louise Res. -HOUSE ACCOUNT / A6 Top chord 2x4 SP #2-13B Bot chord 2x4 SP #2-13B Webs 2x4 SP #3-13B Lumber grades designated with "13B" use design values approved 1 /30/2013 by ALSC Hi) = (J) Hanger not calculated (4)2x8 SP #2-13B supporting member. MW FRS loads based on trusses located at least 11.42 ft. from roof edge. I f11J Uyy V. rllCrMrlGV of IfIC HLrIIVC JVtl UCJIIaIVtI-1 Yr'IVla r'1HM I-I'1VM II-SVJJ MI"I'1J lF1TVVl 1 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. 140 mph wind, 22.84 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 9.00 ft from roof edge, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. Bottom chord checked for 10.00 psf non -concurrent live load. Deflection meets U240 live and U180 total load. Creep increase factor for dead load is 1.50. T1 + T2 T3 T4 9'7"4 + 6712 + 5712 =-= 107 31'4" 715'8" 81 R- 1251# U-16140 RL-172/-177# W-4" Rigid Surface) 15V 82 R- 1183# U-140 H- H1 aa. a SEQ = 268140 PLT. TYP.-WAVE DESIGN CRIT-FBC2010RE&TPI-2007FT/RT-20%g%)/10(0) QTY= 2 TOTAL= 2 REV. 13.01.04.0627.14 SCALE=0.2500 WARNINGI•• READ AND FOLLOW ALL NOTES ON THIS DRAWINGI IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. 1 a TC LL 20.Opsf REF DATE 10-02-2013 Trusses require extreme care In fabncaUng, handling, shipping insisting and bracing. Refer to and Idbw the latest edaan of BCSI (Building Camponer,t Safety Information, by TPI and W TCA) lair safety Installers temporary bracing BCSI. O / • Y i TC D L 7" Sf pDRW G practices prior to perform rg these functions shall vWde per Udess noted otherwise top chord shall have properly attached structural sheathing and bottom chore • • shall have property attached rigid coiling. Locations shown for permanent federal restraint of webs lT • a BC DL 10.Opsf hall have bracing installed per BCSI secOms B3, 87 a B10 as applicable. Apply plates to each face of truss and posann as shown above and on the Joint Details, udess noted otherwise. Refertoor wMngs 160A-2 for standard Plate posit'anv. fTW Bullring Canponents Group Inc. shall not be responsible for arty d—alon km this dimmig, any failureto W lid the truss in conformance wish ANSrTPI 1, or for hancli g, shipping, installation abracing. 1treases. 0l' ATE QF r• BC LL Tor. LD. 0. 0 Sf r' 37. 0 p sf O/A LEN. 310400 A seal an Ns drawing pr cover page Hating Ws drawing. Indkates =aptiI we of professional f11VW* wkq mpw*blly war for d,a dagn shown. Ths BWablay and ua d wl draw D U R. FAC. 1.25 JOB #: 130290 tv any atrugtun a tM raporulbllly of"Bullci g D.Igrw w ANSVMI 1 6ec.2. For more Inlormaticn see this job's general notes page are these web sites: a a' N C O M N ITWBCG: ww Awbcg.com;TPI:—toinstorg;WTCA: www.sbcihdsiry.c-;ICC:—iccsam-t; SPACING 24.0" TYPE William M_ Ranieri_ PF FL Lin- ti 4271114 b:(130290) -Louise Res. -HOUSE ACCOUNT / A6A Top chord 2x4 SP #2-13B Sot chord 2x4 SP #2-13B Webs 2x4 SP #3-13B Lumber grades designated with "13B" use design values approved 1/30/2013 by ALSC H1) = (J) Hanger not calculated (4)2x8 SP #1 Dense-1313 supporting member. MWFRS loads based on trusses located at least 11.42 ft. from roof edge. THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT 140 mph wind, 22.84 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 9.00 ft from roof edge, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Bottom chord checked for 10.00 psf non -concurrent live load. Deflection meets U240 live and U180 total load. Creep increase factor for dead load is 1.50. T1 T2 T3 T4 I B'7"4 610"12 — + 83"8 + 7 4 8 1 31'4' 1' + 10, 1 10' - 1 _ 114" B7 I B2 l' B3 R=1256# U=150 RL=157/-115# W=4" Rigid Surface) PLT. TYP.-WAVE DESIGN CRIT=FBC20i0RESriPI-2007 QTY= 1 TOTAL= 1 IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS, Trusses require edema care In fabricating, handling, shipping, installing and bracing. Rely to and follow the latest edition of BCSI (Building Component Safety Informa6m, by TPI and W TCA) for safety practices prior to perform ng these functions Installers shall provide temporary bracing per BCSI. Unless noted othefw se top chord shall have property attached structural sheathing and bonom chord shall have a properly attached rigid ceding Locations sham for permanent lateral restraint of webs hall have bracing Installed per SCSI sections B3. B7 ar BI O, as applicable. Apply plates to each face of truss and posttan as shown above and on the Joint Delaile, unless noted affi—Ase. Refer to drawrgs 16OA Z for standard plate poshbns. ITW Building Components Group Inc shall rat be responsiee for any deviation from this drawing, y falune to WildWishthetrussnconformance ANSVfPI 1, or for handing, shipping, Installationsbracingoftrusses. A seal n /she 6ew'ing Or cover pop bring this dawng, I dke¢ae accegrae of WOlesslonel nprs•rklg mp"Ielty solsfy for th• teelpn sht m. The sultablIty nd use of ft dr"ing for any struch n Is *4 resporWbllly of the Building DesIgner per MUM 1 Smll, For more informarion see the job's general notes page and these web sAes: ITWBCG waw.itwbcg.com; TPL www.tpinst.org; WTCA: w ,upcindustry.cern; ICC: www.iccsafe.org o.42704 ATE OF o R=1178# U=156# H-H1 REV. 13.01.04.0627.14 SEQ = 268141 SCALE=0.2500 TC ILL TC DL BC DL BC ILL TOT.LD. 20.Opsf 7.Opsf 10.0psf O.Opsf 37.Opsf REF DATE 10-02-2013 DRWG O/A LEN. 310400 DUR.FAC. 1.25 JOB #: 130290 SPACING 24.0" TYPE COMN William Me Ranieri, PE FL Lic # 42704 Job:(130290) -Louise Res. -HOUSE ACCOUNT / A7 Top chord 2x4 SP #2-13B Bot chord 2x4 SP #2-13B Webs 2x4 SP #3-13B Lumber grades designated with "136" use design values approved 1/30/2013 by ALSC 1-11) = (J) Hanger not calculated (4)2x8 SP #1 Dense-13B supporting member. Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. T1 — 9'7"4 1 1-110 Uvv U. rn—n— T In CMLr III C JVD UCOV IIVCM rr k)timA V1 rmunn I nV00 1-1O W i l 140 mph wind, 22.67 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 9.00 ft from roof edge, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. a) Continuous lateral bracing equally spaced on member. Bottom chord checked for 10.00 psf non -concurrent live load. MWFRS loads based on trusses located at least 11.33 ft. from roof edge. T2 -Ir- T3 + T4 5'4" 12 -- 1'4" - 57*8 e5X8 31' 4" 10' 10, - I - _ 11' 4" T5 R- 1256# U-155# RL-146/-91# W.4" R-1178# U-161# H - H1 Rigid Surface) QTY= 1 TOTAL1 ems...• • ' REV. 13.01.04.0627.14 SEQ = 268142 SCALE= 0.2500 PLT. TYP.-WAVE DESIGNCRIT=FBC2010RES/TM-2007FT/RT=20%(0%)/l0(0) aeWARNINGIee READ AND FOLLOW ALL NOTES ON THIS DRAWINGI TC LL 20.Opsf REF IMPORTANT' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. A DATE 10-02- 2013 Trusses require ¢drama care in fabricating, handing, shipping, installing and bracing. Refer to and tallow the latest edition of BCSI(Bul3ng Compora4 Safety Information, by TPl and WTCA) for safely Installers temporary bracing SCSI. f a 42704 • r TC DL7. Opsf D R W G practices poor fo perlonnirg dose iunc0cns shall panda per Unless noted otherwise, tap chord shall have property attached structural shealhng and bottom chortl • ' shall have a properly attached rigid ced ng Locatonts shown for permanent lateral restraint of webs BC D L 10.0 psf shall have bracing installed par SCSI sections B3 B7 tt B10, as applicable. Apply plates to each face of truss and position as shown abwe and on the Joint Details, unless noted otherwise. Refer to dramngs 160A 7 far standard date pos4ons. ITW Bu Idrg Canponents Group Inc. shall not be resport able far y deviahon tram this draMng, any failure to Wild the truss in conformance wM ANSI?P1 1 air far handing, shppig nstalaton dtaTE I F S ;. ` B V ILL TOT.LD. O. O Sf p 37.OpsfO/ A LEN. 310400 bracing a trusses. A seal on the dr-tg or cover page lsti g Ws drag, Indktles acpeptrca of professional anpnurlrg mponalaity edely for th. dalgn.ileum. Th ultadlKy and ua d ft dni inp p ' V R•' DUR.FAC. 1.25 JOB #: 130290 for my.trwtum Is the rap"bllly d do SWltlag Dalgrw per ANSVTPI 1 SepR. Far mare Information sea this job's generai notes page and these web saes: 9* 0--M SPEC RW BCG: www.ilwbcg.eom; TPI: w onst.org; WTCA: w,vw.sbeindusuy.com; ICC: wv v.ictsafe.wgAIM SPACING 24.0" TYPE William M_ Ranieri_ PE FL Lin $ d27Ad b:(130290) -Louise Res. -HOUSE ACCOUNT / A8 Top chord 2x4 SP #2-1313 Bot chord 2x4 SP #2-13B Webs 2x4 SP #3-13B Lumber grades designated with "13B" use design values approved 1/30/2013 by ALSC 1-11) = (J) Hanger not calculated (4)2x8 SP #1 Dense-13B supporting member. MWFRS loads based on trusses located at least 11.08 ft. from roof edge. THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT 140 mph wind, 22.17 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 9.00 ft from roof edge, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MW FRS with additional C&C member design. Right end vertical not exposed to wind pressure. Bottom chord checked for 10.00 psf non -concurrent live load. Deflection meets U240 live and U180 total load. Creep increase factor for dead load is 1,50. T1 T2 -j=— T3 + T4 13, 5'4" 1'7"8 11'4"B 31'4" II I 1' 10, •' 8'4" B1 'I B2 R=1256# U-154# RL-143/-54# W.4" Rigid Surface) t*K R.1178# U-203# H.H1 r SEQ = 268143 PLT. TYP.-WAVE DESIGN CRIT=FBC2010RESrrP1-2007FT/RT=20%(0'/)/l0(0) QTY= 1 TOTAL= 1 r•;:••• a+..; REV. 13.01.04.0627.14 SCALE=0.2500 WARNINGI" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI 20.OpsfIMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. at TIC ILL REF Trusses require ¢Mena care In fabricating, handling, Wg, shipping, installing and ing Refer to and fabw the latest edtion of SCSI(Buldirg Camponea Safety Information, by TPl and WTCA) far safely to these functions installers temporary bracing BCSI c 42704 ; TC DL 7.Opsf DATE 10-02-2013 W=,c s prro performing shall provide per Unless noted otherwise, lap chard shall have propedy attached structural shoathng and bottom chord shall have a pmWly attached nod ceiling Locations ah— for permanea lateral restraint a webs BC D L 10-.0 psf D R W G hall have bracing installed per SCSI sections B3, B7 or B10, as applicable Apply plates to each face a truss and position as shown abwe and on the Joint Details unless noted othormse. Rotor to dramngs 160A Z for standard plate posdons. Rw Bu IGrg Components Group Inc shall W be responsible for any deviation from this droving, y failure to buRd the truss n conformance w ANSVrPI 1, or for handing, sblp*v, nstallationsWaugatrussea F ATE F BC LL TOT.LD. 0 •O Sfp 37.OpSf O/A LEN. 310400 A seal on tNs drawyg or cover page Hsdrg tNs drawing, Indicatea axaptrwa Of prd0mish4l gingin ingmaponalblMbad*farlMdaapn$hQWl. ThsaultaMHyandunofftftmN 1 RIPv e•Y- DUR.FAC. 1.25 JOB #: 130290 tar any atructun Is u• raapaWdlro air ma Buldlrq Dalgrw par ANSVrPI 1 6W.2. For morn information see this labs general notes page and these web saes: SPACING 24.0rr TYPE SPECRWBCG: www.itwbcg.com; TPI. w tPinst.org; WTCA: www.sbcircustry.cero; ICC: wvre.iccsafe.org William M. Ranieri, PE FL Lic # 42704 JUU.( 10Vc Vf - 11— Il US. -n VUJ MIiIJVVIV I / Top chord 2x4 SP #2-13B Bot chord 2x4 SP #2-13B Webs 2x4 SP #3-13B Lumber grades designated with "13B" use design values approved 1/30/2013 by ALSC H1) = (J) Hanger not calculated (4)2x8 SP #1 Dense-13B supporting member. MW FRS loads based on trusses located at least 10.83 ft. from roof edge. T1 — 11' 140 mph wind, 21.67 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 9.00 ft from roof edge, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Bottom chord checked for 10.00 psf non -concurrent live load. Deflection meets U240 live and L/180 total load. Creep increase factor for dead load is 1.50. T2 T3 12' .}. 8.4. _I 1' 10' 10' 11'4" 131 -{- 32 B3 I R-1256# U-156# RL-138/-37# W-4" R.1178# U-230# Rigid Surface) H - H1 SEQ = 268144 PLT.TYP: WAVE DESIGN CRIT=FBC2010RESrTPI-2007FT/RT=20%(0%)/10(0) QTY= 1 TOTAL= 1 REV. 13.01.04.0627.14 SCALE=0.2500 WARNINGI" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI TC ILL 20.Opsf REFIMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. 1 i DATE 10-02-2013 Trusses require exeeme care in fabricating, handling, shipping, installing and brachg. Refs to and • ^ nfollowthelatestam. of BCSI (Building component Safety Inform9m, by TPI a^d W TCA) for safety O: L 7V.4lunonms. Installers temporary bring BCSI. TC DL 7.OpSf practices prior to perfmning these shall woNde per Unless need aherwise. tap chord shall have properly attached structural shealNng and bottom chord shall have a properly anachetl rigid ceU,ng. Locations shown for permanent lateral r traint of webs BC D L 10.0 psf D R W G shall have bracing installed per BCSI sectors 83, B7 a 810, as applicable. Apply plates to each face a truss and positm as shown mo+e and m the Joint Details, unless noted olhermse. Refer to draaengs 160A 2 for standard plate pcsdpns ITW Building Comporlelts Group he shall rot be resoma ble for any deviation from this draMrg, y failure to bu Id Ile truss In conformance Wth ANSVTPI 1, a for handing shpping, installatimmyrgavpaaea ATE F •' BC ILL TOT.LD. O.O ps 37.OpSf O/A LEN. 310400 A seal m this draw#g or coca page falling thls drwi g, Indbales eccepta¢s of praesslorW glnssrlrg mpmNGBy eddy tar do dagn shl TM sultalbi ty •a un of ft dn" Built" D"lgANSVTPI Sw,2. V V •••. fD U R. FAC. 1.25 JOB #: 130290 fv my sductun u Ina mp"Ibllly nsr oftpar 1 Fomoreor« mabmsea #inst.onagTCAweepage and mesawebalea: l q•N HIPS fiWBCG: www. itwbcg.com; TPI: www.tpirtst.arg; WTCA: www.sbandustry.com; ICC' wmw.lccsafa.agIUM SPACING 24.0" TYPE William M_ Ranieri_ PF FL Uil # 427n4 Top chord 2x4 SP #2-13B Bot chord 2x4 SP #2-13B Webs 2x4 SP #3-13B Lumber grades designated with "13B" use design values approved 1/30/2013 by ALSC H1) = (J) Hanger not calculated (4)2x8 SP #1 Dense-13B supporting member. T1 — 9' 1 nto Uvy U. rn Cr MMCU DT I r1C ALI" IIVC JUD UMO-1 n rnVVnHIVI f-n41VI I nUoo 1VIrn J I 1T VU 1 140 mph wind, 21.17 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 9.00 ft from roof edge, RISK CAT ll, EXP B, wind TC DL=4.2 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Bottom chord checked for 10.00 psf non -concurrent live load. Deflection meets U240 live and U180 total load. Creep increase factor for dead load is 1.50. T2 II T3 12' t 10T 1 10, 10 B1 B2 R=1256# U_257# RL-145/-34# W=4" Rigid Surface) 11'4" B3 R_1178# U_259# H_H1 SEQ = 268145 PLT. TYP.-WAVE DESIGNCRIT=FBC2010RESRPI.2007FT/RT=20%(0%'10(0) QTY= 1 TOTAL= 1 REV. 13.01.04.0627.14 SCALE=0.2500 WARNINGI" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI 20.OpsfIMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. i TC LL REF Trusses retlulre eroeme care n fabneaung, handling, 5hpprg installing and bracing, flaer to and fallow the latest edbon of BCSI (Bulling Component Safety Infwa ation, by TPI and WTCA) fa safety to these functions Installers temporary braclro BCSI. a r L J 7 TC DL 7.0psf DATE 10-02-2013 practices poor perform W shall provide per Unless noted olhex+se. tap chord sfWl have properly attached structural sheatlwrg and bottom chard shall have a property, attached nod ceiling. Locations shown far permanent lateral restraint of webs V i i BC DL 10. 0 psf D R W G hall have bracing installed per SCSI sections B3, B7 or B10 as applicable. Apply plates to each face of truss and pos lion as shown above and on the Jot Details, unless rated othermse Refer drawings 160A Z for BC ILL 0.0 sfptostandardplatepositions. rrVV Building Coonrg e rtruss ing, on barn this dramrg, Group Inc shall net be reepon1 de for handing, y failure to ru Id tfre Vuss in conformance wah ANSI/TPI 1, Or la harglFg, s1uplMrg, nslaRationawal T: ATE F • TOT.LD. 37.Opsf O/A LEN. 310400 onAcentan a+a eaw g a cover pros sdro d+a drawing, nd cetea axwtwae a mess onJA pnowft-pon lbittyso*forthedowo.hwel, The wh lMrwuseofft•n#ro O a0RV0 DUR.FAC. JOB #: 130290 Ion my Mutton Is tM rstpontldlfy a It. Bell ft Dwigr w W ANS#TPI t f3•c.2. For n ore information see this lob s general notes page and these web saes: As* - 2rJ SPACING 24.0" TYPE HIPSRWBCG:—Awlecg.com; M. wwwtpinst.prg;WTCA:www.sbcintlustry.cae; ICC: www.iccsafe.ong William RA IIDI--;A : 11 CI 1 :w 4# A37AA e--- b:(130290) -Louise Res. -HOUSE ACCOUNT / A11 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Top chord 2x6 SP #2-13B :T1 2x4 SP #2-13B: 140 mph wind, 20.67 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT Il, EXP B, wind TC DL=4.2 Bot chord 2x6 SP #1-136 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Webs 2x4 SP #3-13B :W10 2x6 SP #1 Dense-136: W11, W12, W13, W 15 2x4 SP #2-13B::W17 2x6 SP #2-13B: Wind loads and reactions based on MWFRS. Lumber grades designated with "138" use design values approved 1 /30/2013 by ALSC Right end vertical not exposed to wind pressure Deflection meets U240 live and L/180 total load. Creep increase factor for dead load is 1.50. #1 hip supports 7-0-0 jacks with no webs. T 1 T1 + T2 II T3 1.. 7' 12' I 124" 2X4 31'4" V 10 10 + 11 4 R.2442# U-461370 W.4" R-2571# U-476# Rigid Surfam) 40 SEQ = 268157 PLT. TYP: WAVE DESIGN CRIT=FBC2010RES/iP1-2007Fr/RT=20%(O%)/l0M) QTY= 1 TOTAL= 1 REV. 13.01.04.0627.14 SCALE=0.2500 WARNINGIa• READ AND FOLLOW ALL NOTES ON THIS DRAWINGI TC LL 20.Opsf REFIMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS, DATE 10-02-2013 Trusses require stree Cdre n fabnceting, handling, shipping, Insisting and bracing. Ref« to and atest edition of SCSI Suiting C«npornera Safety Wonmallet, by TPI and wTCA) for safetyfdbwthelm bracing SCSI. i TC D L 0 $f pD R W G precl ces phor to perfornning these functions. Installers shell provide lemporary per unless noted olhew `e top chord shell have properly attached structural sheetang and borforn chord • • shall have a popery attached rigid cei ng Locations shown for Mmar,ent lateral restraint of webs jT BC D L 10. 0 psf shell have hac rg nstelled per BCSI sections B3, B7 « B10 as appl cable. Apply pleles to each race of truss and pis tion as shown above and on tM Jomt Details, unless noted otherwise. Refer to dravangs 16OA-Z for standard plate positions.ATE frW BuildingbuildComatrussGroupInc. scat rot be respoSVTPI 1, or for arty ding. l from th5 «awing, any tonunsthetrussInconformancewMANSI/TPI 1, « for handlvq sapping Installation tracing sS U F L t1 BC LL TOT.LD. 0. 0 sf p 37.OpSf O/A LEN. 3toa0o acing nssea A seal an 1Na drawaq «cow Pnie tst#ng tlYa Oawkng, IrHketm eccegsrge of prdasslm. pnw"r. w«ulamad* for the aaanshwiin. TM.un.alItr.mun:1Nadr" TiVV/ A•• i" // V ,.• DUR.FAC. 1.25 JOB #: 130290 t« my sin chn N en M Wallgf of fM Building Deapn. par ANBVIPI 1 Sao.. For more information am fhia Imps general notes page and these web aces: Kyp HIPS ITWBCG:_.ilwbcg.com; TPI:w tpAnsl.orglWTCA:w.vw.sbandustry.con;ICC:-iocsafe.org SPACING 24.0r' TYPE William M. Ranieri, PE FL Lie # 42704 b:(130290) -Louise Res. -HOUSE ACCOUNT / Bt Top chord 2x4 SP #2-13B Bot chord 2x6 SP #1-13B :B2 2x6 SP #2-13B: Webs 2x4 SP #3-13B Lumber grades designated with "13B" use design values approved 1 /30/2013 by ALSC 140 mph wind, 20.67 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS. Bottom chord checked for 10.00 psf non -concurrent live load. Deflection meets U240 live and U180 total load. Creep increase factor for dead load is 1.50. r T1 + T2 7' 10'6" THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Special loads Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC- From 56 pit at -1.13 to 56 plf at 7.00 , TC- From 28 pit at 7.00 to 28 pit at 17.50 TC- From 56 pit at 17.50 to 56 pit at 25.63 BC- From 4 pit at -1.13 to 4 pit at 0.00 BC- From 20 plf at 0.00 to 20 pit at 7.03 BC- From 10 plf at 7.03 to 10 plf at 14.00 BC- From 10 plf at 14.00 to 10 pit at 17.47 BC- From 20 pit at 17.47 to 20 pit at 24.50 BC- From 4 pit at 24.50 to 4 pit at 25.63 TC- 239.64 lb Conc. Load at 7.03,17.47 TC- 170.73 lb Conc. Load at 9.06,11.06,12.25,13.44 15.44 BC- 469.68 lb Conc. Load at 7.03,17.47 BC- 127.12 lb Conc. Load at 9.06,11.06,12.25,13.44 15.44 T3 7 5X8 112X4 as 3X4 =5%8 e12 W W TT6 \2%4 W2 W4 2X4 W3 W6 w8 Wt 44M( Affl) .4X8(ASR) l - itm3X4e4%8 s8X8 G39 R=2246# U=505# W.4" Rigid Surface) 1 OW 32 I R.2246# U•505# W.4" Rigid Surface) SEQ = 268158 PLT. TYP.-WAVE DESIGNCRIT=FBC2010RES P1-2007FT/RT=20%(0 ov,o(o) QTY= 1 TOTAL= 1 REV. 13.01.04.0627.14 SCALE=0.2500 WARNINGI" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI TC LL 20.OpsfIMPORTANT•• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. REF DATE 10-02-2013 Trusses regu re extreme care n febnczling, handling, shipping,Installing and brxmg. Refer to and • 1- Idbw the latest edition of SCSI (Building Cernponenl Safely Information, by TPI and WTCCAr) for safely f O 7A w. these functions. Installers temporary brs SCSI. • 0 •* TC D L 7. 0 .SfpIXxlicePKKtoperformngshallprovide Unless noted ahmmse top chord shall have properly attached structural sheathing and bottom chord shall have a property atxhed ngid ceJ,rg locations snw.n for permarovri lateral restraint a webs BC DL 10.Opsf D R W G shall hawe tracing Installed per SCSI sections B3, B7 or B10, as eppl cable. Apply plates to each face of truss and position as shown above and on the Joint Details unless rated otherwise Refer to dia+nngs 160A-Z her sland.d plate positions. rrW aldingComporwns Group 11c shall not be respore,Ne far arty deviation from this drawing, any failure to build the puss in conformance with ANSI/TPI 1, or for hard it g, shipping, installation s bracing of trusses. I" i ATE tx F s _ - BC LL TOT. LD. 0. 0psf 37.OpSf O/A LEN. 240600 AaeW on ingmp: bwing"*owetheoellear Won. ft TheSu ltyfinallss pun.oif of ftdrwwty r#lglr•#rlry mpu.IdM.dN fw the dh Ign •town. The #ult#hAXy #rM ua a tN# O.Mrlp OR o•` Q i DUR.FAC. 1 .25 JOB #: 130290 for my # trucWn N tl• rl•par•Ibply a tM BulMhg DNIRf. p. ANS#TPI 1 B.oR. For "'°ref'"' ermaden see #,is Ieb's general noes page and these wee ages: o •s**- 1TWBCG: www. ilwbcg.c"n; TPI: www.ginst.org: WTCA: www.sbcindustry.cornl ICC: www f-ate.org SPACING 24.0" TYPE HIPS William M. Ranieri, PE FL Lic # 42704 b:(130290) -Louise Res. -HOUSE ACCOUNT / B2 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Top chord 2x4 SP #2-13B 140 mph wind, 21.17 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 9.00 ft from roof edge, RISK CAT ll, EXP B, Bot chord 2x4 SP #2-13B wind TC DL=4.2 psf, wind BC DL=5.0 psi. GCpi(+/-)=0.18 Webs 2x4 SP #3-13B Wind loads and reactions based on MWFRS with additional C&C member design. Lumber grades designated with "13B" use design values approved 1/30/2013 by ALSC Bottom chord checked for 10.00 psf non -concurrent live load. Deflection meets U240 live and U180 total load. Creep increase factor for dead load is 1.50. Tl + T2 T3 24'6' 10'6" 14' r 81 R.991# U.218# RL.116/-116# W"* Rigid Surface) B2 1 R.991# U-218# W-4" Rigid Surface) SEQ = 268146 PLT.TYP.-WAVE DeslcNCRIT=Reczo,oRBsrrRl-zomFnRr=zov(gv,)ngUo1 QTY= 1 TOTAL= 1 REV. 13.01.04,0627.14 SCALE=0.2500 WARNINGI" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. 1 t TIC ILL 20.Opsf REF DATE 10-02-2013 Trussesrequire extreme care in fabricating, handling, shipping, installing and bracing. Rate, to and tdbwthne latest edition of SCSI (Building C«nponont sdery Information, by TPI and W TCA) for safety functions Installers temporary brat SCSI. 2.7Q4 ; V TIC DL 7.Opsf D R W G practices prior to perform rg these shall prmolde ng per • i Unless nosed olhemnse tap Chad shall have properly attached structural sheathing and bohom clod • j shall nave a properly attached rigid ceding LOGVi«ns shown Ior permanent lateral restraint d webs • • BC DL 10.0 psf ohall have brat ng installed per SCSI eacdons B3 81 « B10, as app cable Apply pates to own faceftrussandCostonasshownaboveandontheJointDetailsunlessnotedoth«vnse Ref« to dramrgss16OA Z for standard pale positions trW Bu Idng C ponents Group VIc shall rot be responsible for any deviation tom this drawing, y failure to Wdd the truss In conformance YAM ANSVrPI 1, «for handling, slipping waltaAat onanygratingdtrusses dATE 0 F • 3" BC LL TOT.LD. 0. 0 Sfp 37.Opsf O/A LEN. 240600 A seal on this drawing «cover page Yarong this dreMrg, tgktlm ecceMrce of Wdwalawl erglnwrlrg mWalbllty*Ugly lcr to dwlpn shifiiu The subMity and uw d ft dr" OR • -` DUR.FAC. 1.25 JOB #:130290 for my strwtun • the rwpsnsibift of ftShcdsq Dwyrw per ANSV1Pl 1 8*R. For more Inf«matron sea this job's general notes page and these web sites: eafe••f ff HIPS ITWBCG: www.itwbcg.com; TPI: w tpinsl.org;WTCA: wwwstdrldusty.com: ICC' www.ICcsafe.«p SPACING 24O1. TYPE William M. Ranieri, PE FL Lic # 42704 b:(130290) -Louise Res. -HOUSE ACCOUNT / B3 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Top chord 2x4 SP #2-13B 140 mph wind, 21.67 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 9.00 ft from roof edge, RISK CAT II, EXP B, Bot chord 2x4 SP #2-13B wind TC DL=4.2 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Webs 2x4 SP #3-13B Wind loads and reactions based on MWFRS with additional C&C member design. Lumber grades designated with "'I 3B" use design values approved 1 /30/2013 by ALSC Bottom chord checked for 10.00 psf non -concurrent live load. Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. MW FRS loads based on trusses located at least 10.83 ft. from roof edge. T1 f• T2 T3 11' 2.6" 11' 14' 31 R-991# U.125# RL-136/-136# W.4" Rigid Surface) PLT.TYP.-WAVE DESIGN CRIT-FBC2010RES?PI-2007FT/RT=20%(0%)/l0(0) QTY= 1 TOTAL= 1 WARNIN41'• READ AND FOLLOW ALL NOTES ON THIS DRAWINGI IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS, Trusses repuire extreme care in fabricating, handing shpping, Instating and bracing. Refer to and Iabw the latest edition of SCSI (Building Canponont Safety Inf—don, by TPI and W TCA) for safety practices prior to performing these functfons. Installers shell provide temporary bracing per BCSI. Unless rated ah avA", lop chord shall have property attached structural sheathing and bottom chord shall have a popery attached rigid calling. Locations shown for permanent lateral restrant of webs Shall have bracing instal ad por SCSI sacaens 33, B7 a 310, as applicable.Apply plates to each lace of truss and positron as shown above. and on the Joint Daals, unless rested ahenvise. Refer to dramngs 160A Z for standard plate pa*U-S ITW Building Camponents Group Inc.shall net be responsible for any de0at on fro n this hawing, Sy failure to build the truss minconfaarce with ANSI/TPI t, or for handing, g shipping, nstalatbn bracing of trusses A creel on Ns dewft or cover pap Mating this heivi g, trdkaes acoWaee of professional 4"Org napmslalty aalsty Ill ftdppn sbw.n. TM suhaaltly nd use of tNa drawlrg Ion any atructun Is the mponalauy of the Bulift Daaigner pa ANSMI 1 Sao.2. For more information see this job's gerael notes page and these web sites: ITW BCG:—flweeg.com; TPI: www.tlwst.ag; W TCA: —al cindustry.can; ICC:—leesale.org 10'6" -1- 1 + 32 1 R.991# U-125# W-4" Rigid Surface) M. 042704 ATE OF REV. 13.01.04.0627.14 TC LL 20.Opsf TC DL 7.Opsf BC DL 10.Opsf BC ILL O.Opsf SEQ = 268147 SCALE=0.2500 REF DATE 10-02-2013 DRWG tc.L TOT.LD. 37.OpSf O/A LEN. 240600 C 0FRI fp . / DJR.FAC. 1.25 JOB #: 130290 yV,r—as+O SPACING 24.0" TYPE HIPS William M. Ranieri, PE FL Lie # 42704 JUU.(IJVCJVJ "L Top chord 2x4 SP #2-13B Bot chord 2x4 SP #2-13B Webs 2x4 SP #3-13B Lumber grades designated with "13B" use design values approved 1 /30/2013 by ALSC Deflection meets U240 live and U180 total load. Creep increase factor for dead load is 1.50. T1 — 127 140 mph wind, 21.98 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 9.00 ft from roof edge, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. Bottom chord checked for 10.00 psf non -concurrent live load. MWFRS loads based on trusses located at least 10.99 ft. from roof edge. T2 127 — B1 + B2 R.991# U.124# RL-149/-149# W.4" R.991# U.124# W.4" Rigid Surface) (Rigid Surface) auraa41• SEQ = 268148 PLT. TYP.-WAVE DESIGN CRIT=FBC2010RESRP62007FT/RT=20%(0%p10(0) QTY= 1 TOTAL= 1 REV. 13.01.04.0627.14 SCALE=0.2500 WARNINGI" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI TC LL 20.Opsf REFIMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. 1 a y DATE 10-02-2013 Trusses require came care In fabricating, handling, shipping Installing and bracing Rotor to and P ldbw the latest edition of SCSI (Balding Component Safety Infomaam, by TPI and WTCA) for safety • a 42704temporarybracing functions. Installers SCSI. • TC DL 7.0 Sfp practices pr a to pofom rg these shall provide per Unless hotetl othervnsa, top chord shall have properly attached structural sheathing and bonom chord shall have a pr pay anached rigid _l.1 g Lacallora shorn for Ixrmaarnt lateral restraint d webs BC D L 10.Opsf D R W G shall have bremng Installed po SCSI sections 03 B7 a 810, as appl,cabk Apply plates to each face of truss and ponion as shown above and on the Joint Details unless wed dhenyese Ralor to drawings 160A-Z for standard plate pos bons. rrW Building Canponnants Group Inc shall rot be respons de for airy deviation from this dravnng, y failure to build the truss n confomance With ANSVrPI 1, a for handing, shipping, InstallationSbracngoftmaaea S ` ATE F ' t f! BC LL TOT.LD. 0, 0 sf 37.OpSf O/A LEN. zaosoo A aw on War drawing «cover prop listing this draverg, Bglcslas eaeptrme of prdxalanal anglna•trg rsap"bily adsy tar trla dwlgn ahvwn. The suitability and uw d tNs drswtrg 7j" illORII +••. l r DUR.FAC. 1.25 JOB#: 130290 far try atruch n Is the naparnldlly d fin Bulldlig Diali" w ANSMI 1 SaaA For rnoninfamatimsea this job's generalnotes page and thessweb sdes: gi qaa• COMN ITWBCG: vi vJtwbcg. ; TPL wwwApinsLog', WTCA: v sbcindusuy.con; ICC:—iccsahe-li At SPACING 24.0" TYPE William M_ Ranieri_ PF FL Lin_ it 42704 JGb:(130290)-LDUISe HeS. -HUUSt AL; ;UUN I / tdo Top chord 2x4 SP #2 Dense-136 :T1 2x6 SP SS-1313: Bot chord 2x4 SP #2 Dense-13B Webs 2x4 SP #3-13B Lumber grades designated with "13B" use design values approved 1/30/2013 by ALSC Bottom chord checked for 10.00 psf non -concurrent live load. MW FRS loads based on trusses located at least 10.99 ft. from roof edge. T1 6'10"7 I MR) Uvvu. rHtrAHtU by I nt ALrgNt JUa UGJIu INCm rnvun„rvi rnuhrl 1 nuao IvIrn o I T Vu 1 140 mph wind, 21.98 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 9.00 ft from roof edge, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MW FRS with additional C&C member design. Calculated horizontal deflection is 0.19" due to live load and 0.24" due to dead load. Deflection meets U240 live and L/180 total load. Creep increase factor for dead load is 1.50. T2 T3 S4"9 173" — 24'6" R-932# U.105# RL-147/-142# W.4" Rigid Surface) R-985# U-123# W-4' Rigid Surface) M SEQ = 268149 PLT. TYP.-WAVE DESIGN CRIT=F8C2010RESrrPI-2007FT/RT-20%(0%Nl0(0) QTY= 1 TOTAL= 1 REV. 13.01.04.0627.14 SCALE=0.2500 WARNINGI•' READ AND FOLLOW ALL NOTES ON THIS DRAWINGI TC ILL 20.Opsf REFIMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. 1 • j7F DATE 10-02-2013 Trusses anus extreme care In fabricating, handling shipping, installing and bracing. Relo to and Ielowthe lalestedNon of Best (BUIarg Carnwnern safety lntenmatim, by TPl and WTCA) for safety i 0 4Z%Q. : Installers bracing SCSI. TC DL 7.Opsf pmcb— pno to peAormmg these functions shall shall provide temporary per Unless noted dhevvise lap chard Shall have property attached structural shaathrg and bottom chord shall have a property attached ngld culling.Locations shorn for permmera lateral restraint d webs BC D L 10.0 psf D R W G shall have bracing Installed per SCSI sections B3, 37 or B10, as applicable Apply dales to each face of truss and pos4xm as shown above and an the Joint Detals uNess noted otherwise. Refer 10 drawings 160A-z for standard pale poahons. lrW Bti lung Components Group Inc. shall net be responsible for any deviation ban this drawing, any to buildthe truss In contonmance with ANSI/TPI 1, o fo handlxg, shipping Installation T ptl TE OF i ' s - ` BC LL TOT.LD. 0.0 sfp 37.Opsf O/A LEN. 240600 acing Tessbracingdtr A sea an this davving or carer page Ystlng INa drawing, Indkges s0ce0meat of pdessimd grove g rwpor"Ity solely to the dn4o.hu m. The wnabllly and uw a ft drsMrg n • . V 1 o• N DUR.FAC. 1.2rJ JOB #: 130290 to my"hn is the rapgrWbply, d lM Building Dsslgnsr per ANSITP11 Paw.7. For more Information see this lobs notes page and these web sites. q genera ITWBCG:—,ftvbcg.com,TPl.www.pxnsLorg.WTCA:—sbanWstry.com, ICC.—iccsale.org SPACING 24.On TYPE COMN Wi11i rN M Qmc..:olr: SM 01 1 u•r 0 d97Ad IOD:(1JUZyU) -LOUISe NeS. -n VUAC Hw UUIN I / DO Top chord 2x8 SP #1 Dense-13B :T2 2x4 SP #2 Dense-13B: 13 2x4 SP #1-13B: Bot chord 2x8 SP #1 Dense-13B :B2 2x8 SP #2-13B: Webs 2x4 SP #2-13B :W1, W2, W7, W13 2x4 SP #3-13B: W5, W11 2x6 SP #2-13B::W10 2x6 SP #1 Dense-13B: Lumber grades designated with "136" use design values approved 1 /30/2013 by ALSC Special loads Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC- From 42 plf at 0.00 to 42 plf at 6.88 TC- From 42 plf at 6.88 to 42 plf at 12.25 TC- From 42 plf at 12.25 to 42 plf at 24.50 BC- From 13 plf at 0.00 to 13 plf at 8.00 BC- From 603 plf at 8.00 to 603 pit at 18.00 BC- From 603 plf at 18.00 to 603 plf at 24.50 BC- 2570.00 lb Conic. Load at 7.00 Trusses to be spaced at 16.0" OC maximum n- U V• rncrnncu o r I -1-5 C JVD UCJIUINCM rMV%cMM VI rMUIVI I MUJJ IVlrn o LM Vu I Nail Schedule:0.128"x3", min. nails Top Chord: 1 Row @12.00" o.c. Bot Chord: 2 Rows @ 5.50" o.c. (Each Row) Webs : 1 Row @ 4" o.c. Repeat nailing as each layer is applied. Use equal spacing between rows and stagger nails in each row to avoid splitting. In addition apply (1) 1 /2" bolt at each bottom chord joint location. Negative reaction(s) of -663# MAX. (See below) from a non -wind load case requires uplift connection. 1 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. 140 mph wind, 22.26 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 9.00 ft from roof edge, RISK CAT II, EXP B, wind TC DL=5.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS Bottom chord checked for 10.00 psf non -concurrent live load. Deflection meets U240 live and U180 total load. Creep increase factor for dead load is 1.50 Tl }- T2 T3 610"8 } 5'4"8 12'3" 2'8"6 1 15710 -i 66" . B1 R.2939# U-7444 RL-89/-89# W-6" Rigid Surface) PLT. TYP.-WAVE DESIGN CRIT-FBC2010RES/TPI-2007 24'6" R.11374# U-2923# W-3"B Rigid Surface) QTY= 1 PLIES= 4 TOT 1W IN01 ING THE INSTALLERS, Trusses require extreme care In fabricating, handling, shipping, Installing and bracing. Rely to and fabw the latest edition of BCSI (Building Canponanl Safety Information, by TPI and W TCA) for safely pactices prior to performing these functions. Installers shall proode temporary bracing per BCSI. Unless notetl otherwise, top chard shall have properly attached structural sheathing and bottom chord shall have a Propery attached ng d ceding. Locat are shown for permanent lotorot of webss shall have bracing installed per BCSI sections B3 07 or B10, as appl cable Apply plates to each lace d truss and posdion as shown above and on the Joint D ails, unless rated ahermse. Rorer tocirdl- orwdsaplate posNonsrrVJBllmgGrasphc. shall not be responsible for any deaatwn from this draMrg, any failure to build the truss in conformance with ANSVTPI 1, or for handing, shipping ista t ion 4 bracing of trusses. A seal w 0,4 drawing or m page letlrg this dnwkg. Will accell of pm mi rot rdnewi g mpmalbllty adaN Ir the daign afgma. Ths wltabllpy w d ua a ft t*whi p far any MnAture Is do mpt#rIblft of Cn BuAtllg Dxprw per ANB#TPI 1 GNA For more informadon see this job's general notes page and these web sties: ITWBCG: www N bcg.com; Tot www.tpinst.mg; WTCA: www.sbcindustry.corn; [CC: www.iccsate.org 82 1 R-152/-663#. Rw.198# U-107# W.4" M. 660 o 42704 J• ATE OF REV. 13.01.04.0627.14 SEQ = 268168 SCALE=0.2500 TC LL TC DL BC DL BC LL TOT.LD. 20.Opsf 10.Opsf 10.Opsf O.Opsf 40.Opsf REF DATE 10-02-2013 DRWG O/A LEN. 240600 DUR.FAC. 1.25 JOB #: 130290 SPACING 16.0" TYPE COMN Willinr" M Raniori_ PF FI 1 it_ fi d97nd Job:(130290) -Louise Hes. -HUUSt AUUUUN I / tJl 1 H16 UVVU. rHth'AHtU by I HC ALrIINt JUIJ LJr IUINCM 1'MUV111VI r MUMin uoo Mr —noLATUU I Top chord 2x4 SP #2-13B 140 mph wind, 20.67 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 4.50 ft from roof edge, RISK CAT ll, EXP B, Bot chord 2x4 SP #2-13B wind TIC DL=4.2 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Lumber grades designated with "1313" use design values approved 1 /30/2013 by ALSC Wind loads and reactions based on VIW FRS with additional C&C member design. Deflection meets U240 live and U180 total load. Creep increase factor for dead load is 1.50. Bottom chord checked for 10.00 psf non -concurrent live load. T1 1 T n B1 R= 341# U.51# RL.116/-29# W.4" Rigid Surface) U. 77# NAILED R. 127# NAILED M. SEO = 268150 PLT. TYP.-WAVE DESIGN CRIT=FBC2810RESiPI-2007F/RT-20 oroi)ngtB) OTY= 24 TOTAL= 24 .•'- REV. 13.01.04.0627.14 SCALE=0.7500 WARNINGI" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI l 0 TIC LL 20.Opsf REF IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. DATE 10-02-2013 Trusses requ re extreme care in labdratrrg, hand) ng shipgrg, Instep n9 arnd bracing. Rder to and ht" o'helatestedoalefBCSISuldrgCenponentsatetylnf«m len byTPiw4WTCA)l«.tety i o.42704 bratBCSI. r TC DIL 7.Opsf pmdi, as pr air 10 pedonning these functions. nstalers shall provide temporary ng per Unless tided otherwise top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid caging. Locations shown for permanent lateral restraint a w jT • ebsBC DL 10.0 psf D R W G shall have bat ng Instdied per BCSI sections 83 B7 a B10 as appi cable. Apply plates to each face or truss and posnbn as shown above and on the Joint Details, unless noted dhervase Refer to dra,nngs 16OA Z for standard plate positions t BC ILL 0.0 p`S rrw Building Components Group Ine. shall net be responsible for any dens on from Mis dravrirg, any lalure to Budd the truss In cmfarmance v4M ANBUTPI 1, or fa hargrg, shpgrg, msla9dian tracingd trusees i 1TE F : is spa TOT.LD. 37.OpSf O/A LEN. 7 A sal on we dr—,i g a carer page blirg this draft, Irtdkem .cwpter" of praesslm.I mginw1h; mpwWb011ywwytwt1wdmgnstaA.h. mssunsalnynduaawsdre«ro V V DUR.FAC. 1.25 JOB #: 130290 k r shy arwWrs Is 0 mpawally a ins 9ulldyq Dorf" pr ANSVIPI 1 Sa.2. For more Information see this lobs notes page and these web sees. s60- general ITWBCG:— ft bug tin; TPI wwwtpinst.org; WTCA: www.sbcindustry.can [CC: www.iccsafe.org SPACING 24.0" TYPE EJAC K Willi. r. M D nioiri DIM Ill 1 irr it d97nA 3uu.ttauc vu -worse'...-nv .-'v f r Top chord 2x4 SP #2 Dense-13B Bot chord 2x4 SP #2-13B :B2 2x4 SP #2 Dense-13B: Webs 2x4 SP #3-13B Lumber grades designated with "13B" use design values approved 1/30/2013 by ALSC Deflection meets U240 live and U180 total load. Creep increase factor for dead load is 1.50. 140 mph wind, 20.67 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. Bottom chord checked for 10.00 pst non -concurrent live load. MWFRS loads based on trusses located at least 10.33 ft. from roof edge. T1 R.19 # U.55# NAILED In 1 V • 1 2.3• 4.8. ' 1 F B7 B2 R.341# U=27# RL.91/-29# W.4" Rigid Surface) R.103# NAILED SEQ = 268151 PLT. TYP: WAVE DESIGN CRIT=FBC2010RES/TPI-2007FT/RT=20%(0%V1Off) QTY= 6 TOTAL= 6 REV. 13.01.04.0627.14 SCALE=0.7500 WARNINGI•' READ AND FOLLOW ALL NOTES ON THIS DRAWINGI TIC LL 20.Opsf REFIMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. f DATE 10-02-2013 Trusses require extreme care n fabnca0ng, handling, shipping, Installing and bracing. Refer to arq Ir" Idbwthe latest edtlon of BCSI guildng Component Safety Information, by TPl and WTCA) for safety 0 4 7p4 • TICDL 7.Opsf practlow prlor to performing these funnttons. Instalbrs shall provide tempbracing per BCSI. oraryD R W G Unless noted otherwise, too chord shall have property attached structural sherai and bodom chord shall have a properly afteched rigid ceiling. Locations shown for permanem lateral restraint of webs shall have bracing nstalle t per BCSI secaons B3, B7 or 810 as appl cable Apply plates to each face BC D L 10. 0 psf of truce and posdion ore shown move and on the Joint Details, unless noted otharw;ae Rotor to ciranngs 160A Z for standard plate poedore 1rW Bu IWng Connporonts Group Inc shall not be —lh-s de for arty deviation horn this dravnng, ay failure to b0cl the truss n conformance oath ANSVTPI 1 or for handing shipping, Installation brapngottrpssesa r+. ATECr • 1 ` V • r j ' Lj BC ILL TOT. LD. 0. 0 (psf p37. Opsf O/A LEN. 7 A. pr on Me drawing or cow prop IsIrg this drwlng, Indb top acc9rA.Cp a prorewaul gru. Iror..non.Ialltywl.ryfam.dilgft.h—.rnpwn.alltywu..offtdwng jP • . 0RIPiDUR.FAC. 1.25 JOB#:130290 I. my.Vuotum I. thin rupor•Ibllly of pin SWMFg Diall pw ANSVTPI 1 S.o.7. For pore bfonnalion see this Jobe general notes page and these web saes: A VLF u+ M EJAC rrWBCG: www.itwbcg.com; TPI: w tpinst.crg; WTCA: www.sbandustry.com; ICC:—iccsate.org SPACING 24.0" TYPE K William M Qimninri II IP1 1 it 0 d97Ad JOD:( I JUzt1U) -LDwse Ices. -nvv0c Hwwry I / i OD 11a —N.. r 11-11IN, Top chord 2x4 SP #2-13B 140 mph wind, 20.17 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 4.50 It from roof edge, RISK CAT II, EXP B, Bot chord 2x4 SP #3-13B wind TC DL=4.2 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Lumber grades designated with "1313" use design values approved 1/30/2013 by ALSC Wind loads and reactions based on MW FRS with additional C&C member design. u Deflection meets U240 live and U180 total load. Creep increase factor for dead load is 1.50. Bottom chord checked for 10.00 psf non -concurrent live load. R-268# U"2# RL-86/-25# W.4" Rigid Surface) T1 J 9# U=52# NAILED R-89# NAILED B SEQ = 268152 PLT.TYP.-WAVE DESIGN CRIT=FBC2010RESFP1-2007FT/RT=2O%0%p10(0) QTY= 10 TOTAL= 10 •' REV. 13.01.04.0627.14 SCALE=1.0000 aWARNINGI" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI TIC LL 20.Opsf REFIMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. at DATE 10-02-2013 Trusses require em xtreecare n fabricating, handling, shipping, mooing and bring. Refer to and P / lalow the latest edition of BCSI (Buldng Component Safety Information, by TPI and WTCA) for safely • 1 tvracBCSI. ' o. 42 7Q 4 TIC DL 7.O Sf ppraalCesviatoperformingthesefunctions. Installers shall provide ternwary ng per Unless noted ahenvi a. top chord shall have property anachad structural sheathing and bottom chord shall have a properly anached rigid ceiling. Locations shown for permahent Wesel restraint of webs BC D L 1 O. O psf D R W G shall have bracing installed per BCSI sections B3, 87 a B10 as applicable. Apply plates to each face f truss and position as shown above and a1 the Joint Details, unless noted otherwise. Refer to drav4rgs 160A Z for standard pate positrons nomW Building CponshasGroupInc. shall roa t be responsible forydeviationfranthis drawing, y lailure to build the imsac in conformance vrin ANSIrrPI 1, a for handing, shipping, nstaPation a bracingoftrusses. s ATEa ' F u we A 0 L fI BC ILLp TOT.LD. O.O S 37. Opsf O/A LEN. 5 A saw on thl. drawing or cover paw Isting this drawing, Irdlc des .—plar ce of professional alwb ghWng opinyederyfor the dapTheaaunadlltymd!ond drwM g VV V FMbe DUR.FAC. 1. 25 JOB #: 130290 for my eawitim Is the mpwlblilty a the adldng Dealgrler par AN8#rPl t sot... For more information sea this 'eo s general notes paw shod these web a"as` a4M ITW BCG: www can' itwbctlTPI - tpnst erwww. g; WTCA: sbciamw dustry.cICC.-ioale.orgSPACING240" TYPE E JACKWillimmMQmanidmiriDIM 191 1 ie- if d97nA b:(130290) -Louise Res. -HOUSE ACCOUNT / CJ3 Top chord 2x4 SP #3-13B Bot chord 2x4 SP #3-13B Lumber grades designated with "13B" use design values approved 1/30/2013 by ALSC Deflection meets U240 live and U180 total load. Creep increase factor for dead load is 1.50. T1 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT 140 mph wind, 19.67 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. Bottom chord checked for 10.00 psf non -concurrent live load. U-28# NAILED B7 ' R-199# U-3G# RL-56/-21# W-4' R-51# NAILED Rigid Surface) SEQ = 268153 PLT.TYP: WAVE DESIGN CRIT=FBC2010RES?PI-2007FT/RT=20%(0a)/10(0) QTY= 10 TOTAL= 10 REV. 13.01.04.0627.14 SCALE=1.0000 WARNINGI" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI IMPORTANT^ FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLER&. TIC LL 20.Opsf REF DATE 10-02-2013 Trusses require extreme onece n fabricating, handling, shppirg, instalirachand is and bg. Rotor to • ldlew the latest edition of BCSI (Building Component Safety Infamalion, by TPI and W TCA) lasalary o. 42704 ; these functions. Installers temporary MBCSI. ng BCSI. /- TICDL 7.0 psf practices pr or to perform rg shall pronde per Unless noted alrsrw, se tap chard shall have properly attached structural sheatin g and bottom chard shall have a ppsy shown Ion allxhed rigid ceHing. Locations shIon permanem lateral rmtrant o1 webs IF s 4j BC DL 10.0 psf D R W G shall have Mac ng installed per BCSI sections B3 87 or 810, as applicable. Apply plates to each face a buss and poullon as slows above and an the Joint Details, unless rated alhenwse. Refer to drawings 160A- Z for standard plate positions ITW Building Components Group he shall net be respons de for airy dewadon from this drawing, ay fall re to build the trues In conformance with ANSVrPI 1, or for herding slxpgng, i Wait on Macrg of trusses Se-` ATE F • BC ILL TOT.LD. 0.0 ps 37. OpSf O/A LEN. 3 A seal on tnls dawbrg ar mver page setlrg 1Ns drm", exgoalse sweptsrca of professional glrNRlrp mijonalhllty salalr f. the design slrmat. Thai sullaldlty and use d ft dr trRa •• r D U R. FAC. 1.25 JOB #: 130290 M nil strwWn N tM raponsldily al the Bulldkp Dealpwr per ANBrTPI / Bsp.7. For rose intonnabon see this job's general roles pegs and these web saas: ey[• a r_ is JACK rTWBCG: wwwnwbcg. com: TPly—Apinst.org; WTCA:—sbGndustry.carn ICC: www.lcrsafe.mg SPACING 24.0" TYPE William Me Ranieri, PE FL Lic # 42704 I013:(181LIZW)-LOUIse hes. -hUUSt AUUMN I I UU1 Top chord 2x4 SP #3-13B Bot chord 2x4 SP #3-13B Lumber grades designated with "138" use design values approved 1 /30/2013 by ALSC Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. T1 R.-1 Rw.17# U.20# NAILED T m2x4(A1) z 71sp 1 .I I + 1 i.-- Ell R.159# U.41# RL-23# W.4" Rigid Surface) R-10/-3# Rw.14# U.7# NAILED Ir11Zt UVyU.rhrrAhrUMT ItIC ALr11VC dyo UCJIUIV CI-f rI-fVVI'SHIV1 rl-fVIVl lnuooNfrmo. TVUI 140 mph wind, 19.17 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MW FRS with additional C&C member design. Bottom chord checked for 10.00 psf non -concurrent live load. SEQ = 268154 PLT. TYP: WAVE DESIGN CRIT-FBC2010RESfrP1-2007FTfRT=20wroivlo(0) QTY= 10 TOTAL= 10 '• fT REV. 13.01.04.0627.14 SCALE=1.0000 WARNINGI" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI TIC LL 2O.Opsf REFIMPORTANT"" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. DATE 10-02-2013 Trusses requ re aCreme care In fabricating, handling, shipping, installing and bracing. Refer to and 7fallowthelatesteditionofBCSI(Bulding Component safety Information, by Tot and WTCA) for safety .' i 0 . 7 A4 `; bracing BCSI. - TC DL 7.Opsf practices prior Io pedonn,ng these functions Installars shall or onde Iemppary, per Un iess noted otherwise. top chord shall have property attached structural sheathing and boltom chid shalt have a popery attached rg d ceurg Locations shorn, for permanent lateral restraint m webs r TT i Y B C D L 1 O.O psf D R W G shall heybracing installed per BCSI sections S3. B7 or B10 as applicable. Apply plates to each face of truss and position as shown some and on the JOIM Details, urAMs noted othermse Refer to dravogs 160A-Z for standard date positions rrW Building Components Group Inc.shall hot n N tberesponsibleforartydeviatonIrandravmg, any failure to build the truss n conformance with ANSVrPI i or for handing shipping, nstalation aacingoftruseee i d ••[` f BC LL TOT. LD. 0. 0 psf 37. OpSf O/A LEN. 1 A seal on this draa#g ar co sr papa Idting this drwArg, Indicates exegeroe of professional arglnsWrg nsponalbl ty adaly fa the dashams. 1pn Thewltabilly•dsa d unddrwlrg arf v F1 , 6" i 7•" DUR. FAC. 1.25 JOB #: 130290 to my abudture Is the mporwUly d IN BUIMbg Deelprw par ANSVTPI I Sep,2, For mane infoman«, sae this Ions general notes page and these web sues: S N• M ITWBCG:w ftwbcg.corn;TPI:-tpinsLarg;WTCA:-abcinduseyew;ICC:w Icceafe.org SPACING 24.0' TYPE JACK William e•• RA Dl= CI 1 ie- It d97Ad I0D:(1JUZ`JU) -Louise lies. -r1yuz C A"VuIN I / mu Top chord 2x4 SP #2-13B Bot chord 2x4 SP #2-13B Webs 2x4 SP #3-13B Lumber grades designated with "138" use design values approved 1 /30/2013 by ALSC 140 mph wind, 20.67 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS. Bottom chord checked for 10.00 psf non -concurrent live load. T1 w-rnv-nn r Special loads Lumber Dur.Fac. 1.25 / Plate Dur.Fac.=1.25) TC- From 0 pit at -1.51 to 55 pit at -0.10 TC- From 2 pit at -0.10 to 2 pit at 9.84 BC- From 0 pit at -1.51 to 4 pit at -0.10 BC- From 2 pit at 0.00 to 2 pit at 9.84 TC- -8.55 Ib Conc. Load at 1.41 TC- 126.68 lb Conc. Load at 4.24 TC- 238.07 lb Conc. Load at 7.07 BC- 20.67 lb Conc. Load at 1.41 BC- 101.91 Ib Conc. Load at 4.24 BC- 177.47 lb Conc. Load at 7.07 Deflection meets U240 live and U180 total load. Creep increase factor for dead load is 1.50 Imo--- 1'S" 9,10"1 B1 R-326# U-100 W.4"15 Rigid Surface) IE U=22# NAILED R-343# U.57# NAILED Ia t& 66..06 SEQ = 268155 PLT.TYP.-WAVE DESIGN CRIT=FBC2010RESriPI-2007FT/RT=20a(o )/I0(0) QTY= 5 TOTAL= 5 .'•. REV. 13.01.04.0627.14 SCALE=0.7500 WARNINGI" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI • IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSi TC ILL 20.Opsf REFTALLERS. DATE 10-02-2013 Trusses require extreme ewe in fabricating, handling, shipping, Installing and erecting. Refer to and ^ n fdlowthelatesteditionofSCSI(Buildrg ConnPon-1 Safety Information, by TPl antl WTCA) for safety . 4i7V.4 bracingSCSI. TC DL 7.Opsf pracl ces pr or to Psrfornang these functions. Installers shall provide temporary par •f Unless noted al se. top chord shall have property attached structural sheathing and bottom chortl O anal haveaproperly ananedngacalling. oamsshown for p«maentlateral resaawtofwebs ' * BC DL 10"Opsf DRWG shall have bracing installed per BCSI sections B3, B7 a B70 as appl cable Apply plates to each face of buss and position as shown above and on the Joint Details, uNess noted otherwise Refer to drawings 160A Z for standard plate positrons 5 . k. ITW Building Cornponents Group Inc. shallnetbe real ons ble for airy de+i an on Irthis draMrg, ; ATE OF • fanyfailure to build the truss in conformance with ANSIRPI I or for handing, sfuploW Installation s tracing (trussas. • L"fL BC ILL 0.0 psf TOT.LD. ` 37.OpSf O/A LEN. 91001 A.eal on this drawing a - papa listing Ws dr-*Q, Indicates acoeplace of prolmionel T" Fp s: anewrings.p *IbIur.wrtor the dulgh. lwaa. Th. PA.cnlyand unditdrawtg J ' OR 0+` DUR.FAC. 1.25 JOB #: 130290 r . 1us+• fan .tlualurs Is r..p"11:11fy d tlnSWIIIgDooiprwperANSVTPI1Go:,2 S:' F«"cg.c=;mPI«w.aamls'.org;WTC wtaspagaand" corn;I s" es: Hlp_J- AUK fiWBCG: www.ilwbcg.com; TPI: www.plinsl.«g; WTCA: www.sbdnGrSIry.can; ICC: www.kcsate.«g SPACING 24.0" TYPE William M_ Rnnisari_ PF FL Lit-- # d27f)d 9' 0 LJ D ' CJ3 CJ1 l r M Ln U U U 47'4" 31'4" Ln M U U U; CJ5 A 1 1 Cun I l V LOADING CRITERIA TOP CHORD LIVE LOAD p.s.f. TOP CHORD DEAD LOAD p.s.f. BOTTOM CHORD LIVE LOAD p.s.f. BOTTOM CHORD DEAD LOAD p.s.f. TOTAL LOAD p.s.f. DURATION FACTOR WIND STANDARD WIND SPEED m.p.h. BUILDING EXPOSURE BUILDING TYPE s CJ5 CJ3 C J 1 f 1, U U U CC Louise Residence 137 Kays Landing Sanford, FL 130290 Draw. Keith William M. Ranieri, PE FL Lic # 42704 GENERAL NOTES DESIGN REQUIREMENTS DESIGN LIVE LOADS(MINIMUM): A)ROOFS-20PSF WIND DESIGN LOAD INFORMATION - PER FBRC 2010 SECTION R301, REF. ASCE 7-10) BASIC WIND SPEED (V.) =139 MPH (3 SECOND GUST) IV-) = 108 MPH (3 SECOND GUST) BUILDING CATEGORY = II (ASCE 7-10) WIND EXPOSURE(ALL SIDES) =B (ASCE 7-10) INTERNAL PRESSURE COEFFICIENTS(ASCE 7-10) ENCLOSED BUILDINGS = +/-0.18 PARTIALLY ENCLOSED BUILDINGS = +/-0.55 NOTE: COEFFICIENTS FOR PARTIALLY ENCLOSED STRUCTURES ARE APPLIED WHEN DESIGN OF MEMBER(S) FALLS UNDER ASCE 7-10 DEFINITIONS CLASSIFYING AS SUCH) ALL COMPONENTS AND CLADDING NOT SPECIFIED ON PLANS SHALL BE DESIGNED TO WITHSTAND THE FOLLOWING PRESSURES (p m): FOR WALL LOCATIONS: -28.3 PSF, +21.2 PSF FOR ROOF LOCATIONS: -49.9 PSF, +122 PSF WOOD CONSTRUCTION 1. WOOD CONSTRUCTION SHALL CONFORM TO THE NFPA "NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION", LATEST EDITION.(NDS) 2. ALL EXTERIOR WOOD STUD WALLS, BEARING WALLS. SHEAR WALLS AND MISC. STRUCTURAL WOOD FRAMING MEMBERS. (I.E. BLOCKING OR GABLE END BRACING), SHALL BE SPRUCE PINE FIR OR EQUIVALENT. NO. 2 GRADE SHALL BE USED REGARDLESS OF SPECIES. 3. ALL 2XB'S OR DEEPER TO BE SOUTHERN PINE NO. 2 GRADE PREFABRICATED WOOD TRUSSES 1. ALL PREFABRICATED WOOD TRUSSES SHALL BE SECURELY FASTENED TO THEIR SUPPORTING WALLS OR BEAMS WITH HURRICANE CLIPS OR ANCHORS. 2. TRUSSES SHALL BE DESIGNED BY MWFRS METHODOLOGY FOR LONG SPAN TRUSSES TO DETERMINE UPLIFT AND REACTION VALUES. MEMBER AND PLATE DESIGN TO BE CALCULATED BY COMPONENTS AND CLADDING METHOD UNLESS SPECIFIED OTHERWISE BY TRUSS ENGINEER OF RECORD 3. PREFABRICATED WOOD TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH THE LATEST EDITION OF THE "NATIONAL DESIGN SPECIFICATION FOR STRESS -GRADE LUMBER AND ITS FASTENERS" AS RECOMMENDED BY THE NATIONAL FOREST PRODUCTS ASSOCIATION. 4. TRUSS MEMBERS AND CONNECTIONS SHALL BE PROPORTIONED (WITH A MAXIMUM ALLOWABLE STRESS INCREASE FOR LOAD DURATION OF 25%) TO WITHSTAND DESIGN LOADS. 5. BRIDGING FOR PRE-ENGINEERED TRUSSES SHALL BE AS REQUIRED BY TRUSS MANUFACTURER UNLESS NOTED ON PLANS 6. TRUSS ELEVATIONS AND SECTIONS ARE FOR GENERAL CONFIGURATION OF TRUSSES ONLY. WEB MEMBERS ARE NOT SHOWN, BUT SHALL BE DESIGNED BY TRUSS MANUFACTURER IN ACCORDANCE WITH THE DESIGN LOADS. TRUSS DESIGN LOADS: TOP CHORD: LL=20 PSF TRDL = 71PSF(S INGLE TYPEMAYTAKEUROOFCOVER) CTIONFOR2 SLOPES OR GREATER) DL = 20 PSF(TILE TYPE ROOF COVER) OL = 14 PSF AT OVERBUILT BOTTOM CHORD: LL= 10 PSF BOTTOM CHORD: DL = 10 PSF (15 PSF FOR PLASTER CEILING) WIND LOAD: SEE DESIGN REQUIREMENTS T THE TRUSS MANUFACTURER SHALL DETERMINE ALL SPANS, WORKING POINTS, BEARING POINTS, AND SIMILAR CONDITIONS. TRUSS SHOP DRAWINGS SHALL SHOW ALL TRUSSES, ALL BRACING MEMBERS, AND ALL TRUSS TO TRUSS HANGERS. 8. PROVIDE ADDITIONAL BRACING AND BLOCKING PER BCSI-1-03 AND TRUSS MANUFACTURER' S DRAWINGS FIELD REPAIR NOTES 1. MAY SUBSTITUTE STRAPS/CONNECTORS w/ STRAPS/CONNECTORS OF EQUAL OR GREATER UPLIFT & LATERAL RESISTANCE VALUES IN FIELD WITHOUT VERIFICATION, PROVIDED ALL MANUFACTURES INSTALLATION INSTRUCTIONS ARE FOLLOWED. (EXCEPTION: SP4/SP6/SP8 MAY BE SUBSTITUTED FOR SSP OR SP1 CBOT. PLT. & SP2 @TOP PLT). 2. WOOD STUDS MAYBE SUBSTITUTED WITH METAL STUDS IN NON -LOAD BEARING WALLS LOUISE RESIDENCE 137 KAYS LANDING DR. SAN FO RD, FL 32771 DRAWING INDEX BUILDING DATA FLORIDA BUILDING CODE RESIDENTIAL 2010 w/ 2012 SUPPLEMENTS FLORIDA BUILDING CODE 2010 EXISTING NATIONAL ELECTRICAL CODE (NEC) 2008 EDITION FBC 2010 RESIDENTIAL - PLUMBING FBC 2010 RESIDENTIAL - ELECTRICAL CLASSIFICATION TYPE: REPAIR SCOPE OF WORK FIRE DAMAGE: REMOVE & REPLACE TRUSSES PER PLAN REMOVE & REPLACE INTERIOR FINISHES AS REQ' D. REWIRE ELECTRICAL SYSTEM AS REQ'D. REMOVE & REPLACE 2nd FLOOR DUCTS (BY OTHERS) C COVER SHEET & ROOF DEMOLITION PLAN 01 SECOND FLOOR PLAN 02 EXTERIOR ELEVATIONS 03 EXTERIOR ELEVATIONS 04 SECOND FLOOR ELECTRICAL PLAN S1 ROOF FRAMING PLAN SD1 DETAIL SHEET II II II II tv KAYS LANDING DRIVE SIDE II II II II II II II II II II II II II II II II II II II II II II II II II II it II II II II II it II II II II II II II II II II p IIII II II IIII—==------------- II II IIIF—------------- II II IIII IIII IIIIL________________ IIIIRIDGE II II IIII IIII REMOVE 4 DISCARD TRU55ES AS SHOUIN TYP.) II II II II II II II II II I II II II II II II I II i N II II u I II u II __; a II II II I II p II II 1 w II II Il ; i II II II I ! II II II II II II U i i a i y I' Il l iil I I IIII A I 41 1f-- 11—Ir= II u II ( II II II I II p I II II II ; II II II I II II II I II II II II II II II I II II II 11 it p II II II II II I II II II II =_ p II II II II II II II I II II II II u II II n II II II II p I U II II II p n 4 II it II € II II n I II II II II n WATCH INDICATES EXISTING STRUCTURE 4 ROOF SYSTEM TO REMAIN. REMOVE / REPLACE ROOF COVERING AS REQ'D. ROOF DEMOLITION PLAN 1/ 8"=1'-0" 01 aa O N w O zQ No o 1c ULL fN ci cm CO kCO H- a C U N CO Z M N Y O J N W n 04 a W co cZP o Z COQLLIo" z >g LU0ad O c W U( D Z Z N LU M O z J 3 Q LL LU - - I Ir U) Who LL z oN AMU UM CHECKED SSPE JOB OCC LOUISE SCALE AS NOTED DATE 09. 24.2013 SHT 1 OF 7 C GENERAL NOTES: 11. DO NOT SCALE PLANS. DIMENSIONS ARE TO BE FOLLOWED AS NOTED. 2. G.C. TO VERIFY ALL DIMENSIONS WITH FIXTURES TO BE INSTALLED TO ENSURE COMPLIANCE 3. THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN 1/2" GYPSUM WALL BOARD APPLIED TO THE GARAGE SIDE (INCLUDING ATTIC ACCESSES). PROVIDE 5/8" TYPE "X" GYPSUM BOARD AT GARAGE CEILING ONLY WHEN HABITABLE SPACE IS ABOVE. APPLY PERPENDICULAR TO CEILING FRAMING. 4. REFER TO FLOOR PLAN FOR CEILING HEIGHTS LEGEND 0 INDICATES EXISTING WALL TO REMAIN COMPONENT DESIGN PRESSURE (p e) xx.x NOTE: G.0 TO FIELD VERIFY WINDOW/ DOOR SIZES PRIOR TO WINDOW/ DOOR PURCHASE. 5. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND EXISTING EXISTING CONDITIONS AT SITE BEFORE WINDOWS EXIST" PROCEEDING WITH ANY WORK REMAIN MSTR" 6. NOTES INDICATING TYPICAL CONDITIONS SHALL BATH APPLY TO ALL LIKE AREAS UNLESS NOTED OTHERWISE 7. IF WATER BASED CEILING TEXTURE IS USED, PROVIDE 1/2" GYPSUM BOARD FOR 16" O.C. FRAMING OR 5/8" GYPSUM BOARD FOR 24" O.C. FRAMING (1/2" EXISTING WINDOW T f1lSAG -RESISTANT GYPSUM BOARD MAY BE USED I.L.O. REMAIN OF 5/8" GYPSUM). r— 8. PROVIDE MIN. R-13 INSULATION IN FRAME WALLS J SEPARATING GARAGE AND CONDITIONED AREAS OF THE RESIDENCE UNLESS NOTED OTHERWISE ON ENERGY CALCS. ATTIC ESS w1c: IG EXISTING SQ.FT. CALC'S ILL _---J EXISTING FIRST FLR LIVING 1,606 SQ. FT. EXISTING SECOND FLR LIVING 1,464 SO. FT. TOTAL LIVING 3,070 SQ. FT. EXISTING ENTRY 62 SQ. FT. EXISTING GARAGE 425 SQ. FT. TOTAL UNDER ROOF 3,557 SQ. FT. i EX15TING WINDOWS TO REMAIN EXISTING — WINDOWS TO REMAIN I I I I I I EXIST. MASTER i BEDROOM I TRAT GLG. I I I I I I I I I REMOVE t REPLACE INTERIOR P INISHES /may AS REQ'D I / / WIG I J I I I EXIST. BEDROOM 4 I I I I I EXISTING — WINDOWS TO I MAIN I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I L-------------------------J DN LIN] OPEN TO BELOW I EXISTING - I WINDOWS TO I r--\ REMAIN 1 EXIST. BEDROOM 3 a'-1' GLG. wic EXIST. BEDROOM 2 SECOND FLOOR PLAN 1 /8"=1'-0" w a 0 Z O H a UUWa D o On00 m UQN CNVMu mZM N YOJ QNu- M ZF- woz) z ImoUZw jcn< Oa O O d z J Z a w U O LwLu 0 LLI _ J U) LL LLI 0 _ U O Z Z N w p ch 0 Z J In Q LL w J w 0 w 0 S2 LL Z Z O — U) AMU UM CHECKED SSPE JOB OCC LOUISE SCALE AS NOTED DATE 09.24.2013 01 SH 2 OF 7 ASPHALT SHINGLES TO MATCH EXISTING BEARMG 10'-8 3/4' _ 2nd F. BEARING GRADE G.G. TO VERIFY 12 6 EXISTING STRUCTURE TO REMAIN UNCHANGED FRONT ELEVATION 1/8"=1'-01, OFF -RIDGE ROOF VENT TYP.) EXIST. FIN15H TO REMAIN ASPHALT SHINGLES TO MATCH EXISTING G.G. TO VERIFY 12 6 18'-10 114' B£Al I TO MATCEXIST. EXIST. FINISH TO REMAIN 2nd FF. 9'-4' RIGHT ELEVATION 1/8"=1'-01, EXISTING STSUCTURE TO REMAIN UNCHANGED a O R O m m CN00 U¢ W) N C Z M N y c) r (V LL cz o m < oZ pC)z W O a O 1 1_ V ) O Z 0Q C1 2 w W W W 1 r C N i ip W ccl C UCH r i ZZN wpL• q C. i p Z J IN C WU) QLL W J ly- f)p W wO LL 8 z:) r Z O a J - U) DESIGN DRAWN AMU UM i ' OCC LOUISE SCALE AS NOTED DATE 09.24.2013 I 102 sNr3of7 GRADE v4 BEARING ASPHALT SHINGLES TO MATCH EXISTING G.G. TO VERIFY ASPHALT SHINGLES 12 TO MATCH EXISTING 6 REAR ELEVATION 1/8"=1'-0" OFF -RIDGE ROOF VENT TYP.) G.G. TO VERIFY 12 6 EXISTING STRICTURE TO REMAIN UNCHANGED iiffiii fr i rif o/iiiii fiiiiy r/iii iii:iii r irroi r GRADE EXISTING STRUCTURE TO LEFT ELEVATION 1 /8"=1'-0" lv a OOo cq Z Q QK ZoOq L) D m CD cc) cj NQ N M C Z c) N y O, J N LL n NN <W k Mc z: V Z CUQ W 0< 0-- CL o M v/ IL Z 00 W LL f Lu Z fir > W ' Lu w -' Wcn P o zcz Z Z N W p c+) 0 Z U) CIV4 C W LJi W o WW o 0 I Z OfOcoQ a J — c/) 1 I AMLJ LJM JOB OCC LOUISE SCALE AS NOTED DATE 09.24.2013 03 SHT 4 OF 7 ELECTRICAL NOTES: v 1. THIS ELECTRICAL PLAN IS TO BE USED FOR PLACEMENT PURPOSES ONLY. DESIGN AND CALCULATIONS TO BE THE RESPONSIBILITY OF THE ELECTRICAL CONTRACTOR. 2. LOCATION OF EXISTING UNDERGROUND UTILITY LINES AND STRUCTURES SHALL BE DETERMINED AND VERIFIED IN THE FIELD PRIOR TO COMMENCING WORK, ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE FOR HIS DAMAGE TO OTHER TRADES. 3. ELECTRICAL BOXES INSTALLED IN FLOORS, WALLS, OR CEILINGS SHALL BE MOUNTED FLUSH WITH FINISHED SURFACE AND CONDUITS AND/OR CABLES SHALL BE CONCEALED UNLESS OTHERWISE NOTED. 4. EXTERIOR, GARAGE, KITCHEN, BATHROOM OR ANY OUTLETS WITHIN 6' OF A WATER SOURCE ARE GFI. 5. ALL SMOKE DETECTORS TO BE INSTALLED PER NEC 2008. 6. ALL 15.20 AMP BRANCH CIRCUITS THAT SUPPLY OUTLETS IN FAMILY ROOMS, DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, BEDROOMS, SUNROOMS, RECREATION ROOMS, CLOSETS, HALLWAYS, OR SIMILAR ROOMS OR AREAS PER NEC 210.12(B) SHALL BE PROTECTED BY AN ARC -FAULT INTERRUPTER(S) OR COMBINATION TYPE. 7. ALL ELECTRICAL WORK AND APPLIANCES SHALL CONFORM TO NEC 2008. 8. EXCEPTIONS FROM GFI REQUIREMENTS SHALL BE PERMITTED PROVIDED LOCATION WHERE EXCEPTION IS DESIRED IS ALLOWED PER NEC 2008. 9. CARBON MONOXIDE ALARMS AS SHOWN PER PLAN. ALARMS SHALL RECEIVE THEIR PRIMARY POWER FROM THE BUILDING WIRING, BE INTERCONNECTED AND HAVE BATTERY BACKUP. A SINGLE COMBO DETECTOR MAY BE USED ILO INDIVIDUAL SMOKE & CARBON MONOXIDE DETECTORS. 10. ALL 120 VOLT 15-20 AMP RECEPTACLE OUTLETS IN FAMILY ROOMS, DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, BEDROOMS, SUNROOMS, RECREATION ROOMS, CLOSETS, HALLWAYS OR SIMILAR ROOMS OR AREAS PER NEC 210.12(B) SHALL BE TAMPER RESISTANT TYPE PER NEC SECTION 406.11. 11. VERIFY LOCATION OF ALL COMPONENTS w/ HOMEOWNER PRIOR TO COMMENCEMENT OF WORK ELECTRICAL LEGEND SINGLE POLE SWITCH"' THREE WAY SWITCH OUTLET 110.115 dGF.I. OUTLET 110-115, GROUND FAULT CIRCUITINTERRUPTER WP OUTLET 110-115, WATERPROOF G.F.I. OUTLET 110-115, SPLIT WIRED OUTLET 110-115, CEILING MOUNTED OUTLET 110-115, FLOOR MOUNTED 220-240, SPECIAL PURPOSE OUTLET LIGHT FIXTURE, CEILING MOUNTED LIGHT FIXTURE, WALL MOUNTED LIGHT FIXTURE, HANGING 0 LIGHT FIXTURE, RECESSED KXF LIGHT FIXTURE, VAPOR PROOF RECESSED EYEBALL, ADJUSTABLE LAMP HOLDER W/ PULL CHAIN FLUORESCENT FIXTURE FLOODLIGHTS TELEVISION OUTLET Z TELEPHONE OUTLET C INTERCOM CHIMES SD SMOKE DETECTOR CARBON MONOXIDE DETECTOR EXHAUST FAN OO DISPOSAL L DISCONNECT SWITCH 9= ELECTRICAL PANEL F CEILING FAN, INSTALLED CEILING FAN, PREWIRED J JUNCTION BOX O DIGITAL THERMOSTAT METER NOTE: ELECTRICAL CONTRACTOR TO IDENTIFY & REWIRE ALL HOMERUNS DAMAGED BY FIRE. UNDAMAGED HOMERUNS TO REMAIN. NOTE: ALL EXISTING ELECTRICAL OUTLETS & FIXTURES NOT ADDRESSED TO REMAIN. BEDROOM 4 Vi m 0 OPEN TO BELOW ' TO SWITCH, I I I € I € LK -z 1 EXIST BEDROOM3 P j! ss WIG SD 1, LF'f EXIST. BEDROOM2 SECOND FLOOR ELECTRICAL PLAN 1/8"=1'-0" Of 0Z 0J LL a J Q Z U w0_j U) W W U) W U U ti z z N W p cl) 0 z J U) LL W QfU)0 Who U- z OU) AML/ LJM CHECKED SSPE iOB OCC LOUISE SCALE AS NOTED DATE 09.24. 2013 SHT 5 OF 7 04 FRAMING NOTES: 1. THE ROOF PLAN DEPICTED IS NOT INTENDED TO SERVE AS A TRUSS DESIGN. 2. TOP PLATE HEIGHTS VARY. SEE BUILDING SECTIONS, WALL SECTIONS AND ELEVATIONS FOR BEARING HEIGHTS. 3. TRUSS SPACING SHALL BE 24" O.C. MAX. UNLESS OTHERWISE NOTED. CONVENTIONAL FRAMING SHALL BE 16" O.C. MAX. OR AS OTHERWISE NOTED. 4. FRAME WALLS UP TO UNDERSIDE OF ROOF TRUSSES AT ALL NON -BEARING WALLS AND AT VOLUME AREA UNLESS NOTED OTHERWISE. 5. ALIGN TRUSSES AND HAND FRAMING SO ALL GYPSUM WALL BOARD WILL BE CONTINUOUS FROM FLOOR TO CEILING. 6. TRUSS MANUFACTURER TO INSURE DESIGN CONSIDERATION TO THE FOLLOWING ADDITIONAL LOADS: A) ALL CEILING HUNG SOFFITS AND SOFFITS WITH CABINETS AS SHOWN ON PLANS. T. REFER TO MANUFACTURER SPECIFICATIONS FOR INSTALLATION REQUIREMENTS OF ALL HARDWARE BEFORE INSTALLATION. 8. PROVIDE BRACING AND BLOCKING PER BCSI-1-03 IN ADDITION TO BRACING AND BLOCKING SHOWN ON PLANS. 9. GC TO VERIFY OVERHANGS, SLOPES, AND OTHER TRUSS GEOMETRY BEFORE TRUSS PURCHASE. NAILING SCHEDULE: ROOFS: ROOF SHEATHING TO BE 7/16" O.S.B. REFER TO DETAIL 1 SHEET SD1 FOR NAILING PATTERN SHEATHING TO BE PLACED WITH LONG DIMENSION PERPENDICULAR TO SUPPORTS (TRUSSES). PROVIDE PLY CLIPS @24" O.C. MAX. AT ALL UNSUPPORTED ROOF SHEATHING JOINTS. 2x4 BLOCKING, w/ (2) 10d NAILS EA. END, SHALL BE USED @ ALL UNSUPPORTED HIP AND RIDGE AREAS. NAILS: NAILS USED IN ALL SHEATHING APPLICATIONS SHALL BE 8d RING -SHANK GUN DRIVEN NAILS. GUN DRIVEN NAILS SHALL HAVE HEAD SIZE 0.28" MIN. NAILS FASTENED IN PT. OR FIRE -RETARDANT -TREATED WOOD SHALL BE HOT DIPPED ZINC -COATED GALVANIZED STEEL, STAINLESS STEEL, SILICON BRONZE OR COPPER. ROOF VENTS: 1. VENT SIZES TO BE CALCULATED BY OTHERS 2. VENTS SHOWN ON PLANS ARE TO INDICATE POSSIBLE LOCATIONS AND DO NOT REPRESENT ANY ATTEMPT TO DICTATE LOCATIONS OR CALCULATIONS 3. VENTILATION TO MEET OR EXCEED REQUIREMENTS IN FRC 2010 EDITION 4. ROOF VENT AREA FORMULA: SQ. FT. OF CLG. = AREA OF FREE VENTILATION REQ'D. 150' 300 MAY BE USED WHEN USING EXCEPTIONS PER CODE CONNECTORLEGEND j H10A LGT3-SOS2.5 aMTS16 PRODUCT APPROVALCHART SIMPSON CONNECTOR FLORIDA PRODUCT APPROVAL# H10A FL11476 H1 FL10456 H10-2 H2.5A H3 HTS (ALL) LTS (ALL) MTS (ALL) SSP ABA (ALL) FL10649 HGA10 FL11470 LTT19 FL11496 LSTA (ALL) FL10852 LSU (ALL) FL10447 MTSM16 FL11473 LUS (ALL) FL10655 HUS (ALL) NOTE: THESE PLANS ARE NOT TO BE USED FOR TRUSS FABRICATION. CONTRACTOR TO FIELD VERIFY TRUSS SPANS, OVERHANGS, SLOPES AND OTHER TRUSS GEOMETRY PRIOR TO TRUSS PURCHASE/ FABRICATION. DBSS INC. IS NOT RESPONSIBLE FOR TRUSS GEOMETRY AND/OR MEASUREMENT ERRORS ROOF FRAMING PLAN 1 /8"=1'-0" m ci. au, ow r< z¢ w a0 k0JLLO w cl T O COCO m Lr)¢¢W N M0)Z M N y0-1NLL C p _ 000: 5 z' awO ct a m o i w w ti C (D r-- a Z Z N m LU 0 Es M f) Q a w J W U 0 2w O 0 Z a0- OJ — U) a N DESIGN DRA\ 2F OCHECKED SSPE ti W JOB OCC LOUISE 1 SCALE AS NOTED a DATE w 09.24.2013 C W AMU LJM S1W SHT 6 OF 7 ROOF EDGE- ' 2><B RIDGE — A w .. .4 w RREA, RIDGE LU RIDGE BEAM o w ' t 1Pyr - < J m i0 '. I I P• RAFTER ; I I RAFTER V ROOF NAILING PATTERN m RING- SHANK •6' O.C. EDGES 412' O.C. FIELD RING - SHANK e6' O.G. EDGES 4I2' OZ. FIELD RING - SHANK s6' OZ. EDGES 4 w OZ. FIELD w ; Q STIR oR LSTA24 a d a RAFTER TO PLAT TO TRUSSES BELL OR I/4'x4' LAG SCREWS EA PLT. TO TRUSS BELOW PLAN VIEW 2X4 VERT. NOTE: ALL ROOF SHEATHING JOINTS TO BE STAGGERED 0 ROOF NAILING SCHEDULE 0 OVERBUILT E VALLEY DETAIL N.T.S. FRAMING DN.T.S. ROOFROOF DE 2X6 RAFTERS 24' OZ. 2X4 VERT. • 48' OL.- ABV.TRUSSES BELOW NAIL TO RAFTER TOP 4 PLATE AT BTM. W( (2) 12d NAILS PRE ENG. WD. TRUSSES BELOW DBL 2X4 PLATE SIDE BT SIDE ALONG VALLEY- SGL. 2X4 PLATE ABOVE TOP CHORD OF TRU55ES- ATTACH W/ ( 2) 12d NAILS EA. INTERSECTION OR 6' O.C. V2' SAG - RESISTANT — BOARD • CEILIW. EXIST. UPLIFT STRAP TO REMAIN EXIST. HDR TO REMAIN REMOVE 4 REPLACE 1/2' DRYWALL AS REO'D. EXIST. WINDOW SILL TO REMAIN PROVIDE R- 13 INSULATION — EXIST. FLOOR 9HEAtHING iD REMAIN PRE- ENGINEERED WD TRUSSES • 24' OL. PROVIDE R- 30 INSULATION ASPHALT 5HINGLES ON APPLIED ACCORDING TO MANIF. SPEC.) 1S- ROOF FELT OVER ROOF SHEATHING FASTEN PER PLAN) HURRICANE ANCHOR AT EACH TRUSS (REFER TO ROOF PLAN) EXIST. 2. 4 DEL. TOP PLATE TO REMAIN REFER TOPLANS IV ALUM. DRIP EDGE 1. 8 FASCIA OVER 2.4 SUB -FASCIA MIN. W/ (2) 10d NAILS • EA TRUSS VENTED ALUM. SOFFIT INSTALL PER MANUF. SPEC-) EXIST. WINDOW TO REMAIN EXIST. FINISH TO REMAIN EXIST. 2. 4 STUDS • 16' or TO REMAIN EXIST. UPLIFT STRAPS TO REMAIN OWALL SECTION @ EXIST. FRAME WALL 3,8"-,'-a- z W IY r LLlN i d M 1 Z C7 W O yO J OLLx CD z CD GO CO N O + ISFCD N cor` N Z alo LWNLLN nNN aW ci M zC m Q Z0 Z w O V Z j Q W Oa d O o J w Q W w cl w ILL IWE i Z Z N C OZ M i QWna WJ 0 Q wW OU) LL 0=tom C L- i- DESIGN DRANK AMIJ L JM CHECKED SSPE 1 aDe OCC LOUISE SCALE AS NOTED 1 DATE 09 24.2013 - SD1 SHT 7 OF 7 I MAR 411; MOR,131-, (' HIS INSTRUMENT PREPARED BY: CLERK OF ClkCuff COURT 6 CIMPT14JILLEPName: C' rJ Address: 8K 08 140 Pp 0014; (1p.q) C, 4- kF-C1111WINH 10. of) NOTICE OF COMMENCEMENT RECLIkOF0 BY J EOkerirfirth(ail) State of Florida County of Seminole Permit Number: Parcel ID Number: _ 3 The undersigned hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. DESCRIPTION OF PROPERTY: (Legal description of the property and street address if available) F_ 3277 GENERAL DESCRIPTION OF IMPROVEMENT: A OWNER INFORMATION: Name: I,/ IZO 6 rl -e0 U c r ( Sq A co/ A()- dd ess: 1 - )? C' /— r, n d Dr. Fee Simple Title Holder (if other than owner) Name: Address: CONTRACTOR: Name: Ot- Co,jl) Co,-,%r e_6'or) C0.111O 1 k 21. C): S(/ eJ,-_e ^,I PCA (3,-( -fe FL YZ 80 Address: Persons within the State of Florida Designated by Owner upon whom notice or other documents may be served as provided by Section 713.13(1)(b), Florida Statutes. Name Address: In addition to himself, Owner Designates Section 713.13(1)(b), Florida Statutes. of To receive a copy of the Lienor's Notice as Provided in Expiration Date of Notice of Commencement (The expiration date is I year from date of recording unless a different date is specified) WARNING TO OWNER. ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART 1, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Under penalties of perjury, I declare that I have read the foregoing and that the facts stated in it are true to the best of my;kRowtedge and belief. wnerys Signature Owner's Printed N.3nie Florida Statute 713 13(1)(g): " The owner Must sign the notice of commencement andno one else may be permitted to sign in his or her stead." State of i County of The foregoing instrument was acknowledged before me this l day of 20k$ by 1/0 t7 n e. C) o Who is personally known to me Name of person making staternprif Oco Ay ORwhohasproducedidentification type of identification produced: DANIEL SCOTT STARR 0. 11 VSS ON 4 EE 155004 iJY -601A, III CEATt;1170 CON - 111YAM, EX111RES: December 21,2015 O CLEP4 OF1WR"', I ig' S 'scB P& d"N'T-Aru Budgetmuly srwas C WAPTRO '' ; R JoIbry Signature MAR. ti; Mial-, s_.Il_M7NIil-L' I:(illpoly HIS INSTRUMENT PREPARED BY: CLERK OF CIRCUIT COURT & COMPTIIfiLLERName: Address: 4"%' /'-." , --- BK 08140 Pq 00141 ilpq) itECtIRI)f-.0 10/0±;/i'01,5 0 :014:'6 PW RECOU14WIIil' 10.00 NOTICE OF COMMENCEMENT WWROI:D BY J Eckenrnth(all) State of Florida County of Seminole Permit Number: 1 Parcel ID Number: The undersigned hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. DESCRIPTION OF PROPERTY: (Legal description of the property and street address if available) i 3-% 1-- 3 277 I GENERAL DESCRIPTION OF IMPROVEMENT: F1 / e c,tr Z P, L,mil OWNER INFORMATION: Name: `/Izon,1£ t yviy Address: 1 S7 Ket S L 4 o{rn Fee Simple Title Holder (if other than owner) Name: Address: CONTRACTOR: Name: OP uA.r t -acjn (-t, onsi r ci,'on CoM'o 0 Address: _( Z03 60,'-e.9a,! PcA Or-( FL 3Z81) Persons within the State of Florida Designated by Owner upon whom notice or other documents may be served as provided by Section 713.13(1)(b), Florida Statutes. Name: In addition to himself, Owner Designates of To receive a copy of the Lienor's Notice as Provided in Section 713.13(1)(b), Florida Statutes. Expiration Date of Notice of Commencement (The expiration date is 1 year from date of recording unless a different date is specified) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Under penalties of perjury, I declare that I have read the foregoing and that the facts stated in it are true to the best of my,knowtedge and belief. Owners Signature Uw ier's Printed Name iiFlorida Statute 713.13(1)(g): " The owner must sign the notice of commencement and one else may be permitted to sign in his or her stead." State of F/-- County of The foregoing instrument was acknowledged before me this day of 20k by (-/yorl n11 /_D U t S 2 Who is personally known to me Name of person making statem of m , ,.,; OR who has produced identification El type of identification produced: . c;-Lil C (:6 ,() C DANIEL SCOTr STARR n k1 '„)1YCOMMISSION0EE155004 fr CERTIFIED COPY'-%IARYANNr h10".SF s ea December21,2015 CLERK OF THE CIRi':n LOUR' AND ',"^c r:0onded Tluu BuwptNaa75avices r / 4. -XNotarySignature COMPTROL, FR) p SEMINOLE COUNTY, FLORIDA 1'4r' ••;,<r t -r J .-L Nov 13 2013 6:09PM HP LASERJET FAX p.2 Application NO: _ Job Address:: 7, ;at-Y Parcel ID: Description of 'ork: Plan. Review Ca:: iteact P,::rson: Phone: _. —Fax: a Name d I . ( - U L.)!L7e Street: City, State Zip: Con, Name Name J ._. ,,c :;; 1,,,nnn Street: a { C{,.!7rJAi 1r;C3- City, State Zip-: I_)PC!_.lp tc-A 3 Architec Name: I.._. Street: City, St, Zip: -, Bonding Coml;::n,T: Address: Building Perini i Square Footai; : Constrt No. of Dwellin;. ! Units:.. Flood Electrical 0 New Service - I 10.- of AMPS: _ Mechanical E ;Duct lxy+out requ red for new systen CP_av T CITY OF 'SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION uV c ntr!dl Construction Value: $ _ © Lf a Historic District: Yes No C El r") 0 Zoning: Title: E-mail: Owner Rii a, fic r mation Phone: — Resident of property? _ .Y I of ,oinnation Phone:7(63 Fax: 4b State License No.:Gfr (3 c riser ii tmnation Phone: — Fax: E-mail: Tr1101-tgage Lender: dr.:ress: ._. _ 1NFO1°d'','IAATION No. of Stories: 111u tubing 0 1W en v Construction - No. of Fixtures: Fira. Sprinkler/Alarm 0 No. of heads: _ J an, fir•' d +` r S Nov 13 2013 6:09PM HP LASERJET FnX P.1 POV-12-2012 WED 02: MEN 11, 1 CM-W.rAS; s-Amr-t- Dr-4 — ; 0 11111113 ww —1d S': 77 L/ 777 Any I maa abwil, lice,hi 4 ' WWI 11' COMO or aPo VOW j6U. AM 076: 400 It-rct Al Ct,&:- * J:/ ltnilr or'N"I Cwt. t. Ar-wA P. 0C I iM CAS who Il 2714 Clarldrraft Dr Apapb F1 52753 Scheduling 407-88-0463 ri 1 9:0- Soul dolt cm I TvW Cad 0--f d- I w ILei I or, Up Wid (4000) larpdm TLAT Fit OFIC.q. it.—, teal(fsCott6i,IrceduareeadiamereendltanmtracspatlsrA ft Us fthaft Rill-TUA _1`111'b 08VA I-N'TtrImliml) rat D WMU,MYED; TWO! AL RE iii Lk h frq det . jrMj[!an:, sh ` choornoeM re and . ThIV (30) par mimftiumar It he aftndei (I %D Cuslamor up;n PdYftM III IFUH (Or wwk iTrJVkx4 P, RXEI APFO DOD 1 Oct 4 uAY;$ AHC) AFTER ARE Z' UBJEC'T T^, CHANG F, Coma ct or lis NOT (00 "W for WIW46 OF IXKJ b A* rw imIAWWOV, GH PV ri ovano fim: i tievis or do iliOm Remciow- speciflod MPOOIVJ" li be ,kkdl nip upon W. 11AM afts and woo owrima No Vann Chump 1, and tl L-M%StO F:.'!= Rooting LLC 1; aciLdoW vilml all lhanwesvw; kliglmtmremom7j're '. JQ Ini-A propcial with an, autywnzm 31a ahtre comr;j.i, dirgi;;rIV wjAh MvA Rw5jig LLC, TV3 Nort L Qw, om+aujjfAft11r%diq 1111 no 13 MWIY Or me owlkes or RpreverIM theCmE Oh ivay. Neil Jw j:-' Nov 13 2013 6:09PM HP LRSERJET FAX p.3 Application is h work or installai meet standards -i must be secure air conditioner!!. OWNER'S AFIf be done in comic WARNING T( RESULT IN Y OF CONU EI\I FIRST INSP)H LENDER OR NOTICE: In ad, property that m, from other govc Acceptance of 1: Lien Law, >~ S 7 The City of Sari to calculate a pl plan review fe. construction va' permit is releas) Signaum of OwnedlAg Print ow=/Agent's ri signature of wowy-St Owner/Agent is Produced ID _. APPROVAU11 COMMENTS: Rev 11.08 by mi: dc; to obtain a permit td do &! wt)rk, ! Md installations as indicated. I ceitify that no n has :ommenc ed prior to the issuance r.Yf a permit and that all work will be piyrfoi med to all la)li s regulafng constructio in thisj :it jsdl fiction. I understand that a separate permit for elcictrical work, plurnbin4, signs, w+elfyi, pools, furnaces, boilers, heaters, tanks, and 2tC. i 1111AVI;'IC: I certify that all of 4e forelgoi.ng. information is accurate and that all work will fiance viith all applicable laws regulatini!;; c(ii) struction and zoning. D'WNili:R: YOUR FAILURE *0 RECORD A NOTICE OF COMMENCEMEN'C MAY 1EIR P.,t!YING TWICE FOR IMPRt:1VJ1!.h11I.NTS TO YOUR PROPERTY. A NOTICE EAIEDIT WST BE RECOR ED ,ALL[') POSTED ON THE JOB SITE BEVOR E THE PION,. II+ YOU H%rMND ! TO a!BT'.A IDt' FINANCING, CONSULT WHU YOUR S .ATT'DRNEX :BEFORE RE4tORDIIN(-i'; t'(.OUR NOTICE OF COMMENCEInP iT. 1don to the requirements ofthi 1 permit, d ii-en t nay be additional restrictions appli:abl,: to this be for.!nd in the public record of this caunt i•, and there may be additional perni is , equired imenta:i entities such as water m!anagem ent:: districts, state agencies, or federal agencies. imut is ,mrification that I will notify the ov,,n;hr <)fthe property of the requirements ofF]orida rd req i!.ires payment of a plan review ]:be..A ,c, )py of the executed contract is required in order a revivilr charge. If the execute contract i,:v no); submitted, we reserve the right to calc Aate the based on past permit activi leveh.. ',!Itou id calculated charges exceed the doc zmented it when the executed contract i submiiltetll,,, credit will be applied to your permit foes when the Date Peraliy I n)wn to Me or Typ of ID — ZONI:hdG: ENGII'r1EER1NC : 1- 14 Date 0l-'J1u 3%on't?, 2 is Flint, to 6A's Name 1j i o otary- Daft 4 C— T O N Jc, K N cc avow; EL C: c> C' E .E TEE, i_.:c>rttractortAgent isC___ Personally Know to pi P'roi kuced ID — - WASTE WATER: FIRES: BUILDING: — A DEC-02-2013 MON 03:44 PM TRI-CITY ELEC RESI DEC4 2013 FAX N0, 407 788 2007 P. 01 3 p-q9e/ CITE' OF SANF'ORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: I l w Documented Construction Value: $ a fob Address: o f Alyy- - I)l.istoric District; Yes Nu r Parcel ID' ) "' r 73'J O J "^ --- — Zoning, Description of N 7ork: , gC r rC LJ 5+Ar 'J" 1 hG °ref p} r bl f SAC j J7 F Plan Review Contact Person: 04 ptiA-, (e- _-- Title: _ _ - Plione; lbq Pax: W'I gci h4in,'e'%//l-fcelec yiG,C r. Property Owner information Name '- phone; Street; f' 1\ S L r. ` Resident of property? : Cit3" State Zip: Contractor Information Nam, T(-" `C'4y E Gl 41 , )r` f.- n Phone; Street: H30 i%-f I`V Fax., — q3 9 _ e-) j'B- .3 50') k 116'-/ City, State Zip: i "' ^ Sag/^S.- ` State License No.; Architect/ Engineer Information Nain e: Street: City, $ t, Zip:, Braiding Company: Address: Building Permit Cl Square Footage: — Phone_ Fax: L- mail: Mortgage Lender: Address - PERMIT INFORMATIO14 Construction Type: —.No. of'Stories: No. of Dwelling Units: ]Mood Zone: Electrical (. Ne- vv Service — No. of AMPS: Plumbing CI New Construction - No. of Fixturc, ; Mechanical ( Duct lfl)tout: rNuired for ntW S)'Ste:ns) Fire Sprinklt,r/Alarm El No, of ]leads: DEC-02-2013 MON 03:45 PM TRI-CITY ELEC RESI FAX NO. 407 788 2007 P. 02 Application is hereby made to obtain a permit to do t11e work and innallations as indicated. I certirj, that no work or installation has commenced .prior to the .i.Sstrancc of a permit and that; a.l] woil will bra performed to meet stan6ards of all laws regulating Construction ill this jUrisdiCtion. I unelersttrnd that rt separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, -boilers, Beaters, tanks, and air conditioners, etc. OIVNERI-S AFFIDAVI:T: 1 certify that .all of the foregoing information is .accurate and that all work will be clone in compliance with all applicable him's regulating construction and zoliing. MIARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCLI AIEN'T AIA:Y RE, SU'LT IN FOUR PAYING TWICE FOR.IMPROVE MENTS TO YOUR .PROPERTY.. A NOTICE OF COl . MENCEIIIENT AIUST :13E T ECORD.ED AND POSTED ON 'PRE ,IOTA SITE BEFORE, T.IM FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LEINIX =R OR AN ATTO' NEY )BEFORE RECORDING FOUR NOTICE OF COMMENCEMENT. NOTICE: In additiola to the r<qL}irements of this permit, there may be additional restrictions applicable to this property that may be f'aurd hi -the public records of this county, and there may be additional perMits required from other govefederal agencies. Acceptance of permit is verification that I will -notify the owner of the pTopefty of the requirements of .Florida Lien' Uiw, FS 713. Die City of Sanford requires payil7elat of z plan review fee. A copy of the executed contract.is required ip order to calculate a.planTevi5W charge. If the executed eolatract is not submitted, Nve reserve lbe r.ightto cOoulate the plan review fee based on past permit activh:y levels. Should calculated charges exceedthe documented construction value when the e-x-ecuted contract is submitted, credit will be applied to your. - it fees -when the permit is released. Q (, * - SIlntul' a of Own r/Agmil DatO Signtttura of ContTuator/Agnnt Dar 4riCt rA:, 4e eel(_ Prim Owour/ AFcnr'. Name PrinnC ntractor/Agent's N mc signature of Notmy-Smw of rloridn Dzqu.'. Owner/,Agetat . is 1'er.sonallN I rtown %.Me. or Produced ID f),p, of ID APPROVALS: ZONING: SN G: ll iEl;:Rll l G COMMENTS; AJOAN D. SPH ER C?rl" * WY['OMh115510 067323 jFB14 onded hNBuiontNalriry $eery m Convac1'. or/Agicntis Personally TrMYn to Me or Producecl ID _ 'I"ype of ID t]T':la:I. TI:F:S: WASTE WATER: FIRE: BUILDING: Rev 3 2. CIS DEC-02-2013 MON 03:45 PM TRI—CITY ELEC RESI FAX NO. 407 788 2007 Pr 03 odmckrN Inc" 480 Wac f Drive I AR;TmOnWpdnea, ftgc(o 82714 S, (407) 788-3600 A (407) 78b-2007 Multi-RamllyF Oepar1'merit VOM LICBnSe ECOMOM I TO: OCCC propasuX No. 20130924.16203WfneguardIzead' 0d$ndo,, FL 32809 , Attu: Ja eri' Dare: 09124/2013 Vl?e,ltekby.i to thtvi5b'a11 LabnT Wi "Cbe.fi4ilblsviag material,n d0 aw to provide tiie 1'eiti rcEa lnstatlad(M JU sCcordeAaeo '0 )eat to two" c itions $i xoveree side, r, (11#. afcgn act,st id'bjn a de, r x3'•'°p'6 11U7 1ti1 Z'(l"l'' . '•i''.,1'J' ',:,':.' ' '• i..;1 i 'upsbaira ele IcJ iione/Cable td lnb ud "T' by "Wdad( for P6p,ialo4" abrBINowteait3ror, 6rdvwnsta6ortothein ' eldezior patida. 3. L'shQ,r and xie1/1'ermit me* otal m for,tii Payable$ 43'0' ' This PVTOW is void 3fxwt accepted in 'P ditg within 30 r ds fiber his date. SeptembM 24, 2013 Accosted by' nix-crry Ej Ecrxrc, L CQNTUCTOIts' I Custom) L By. tda i Date George Paz C)Um frgject Manager E' zfn'..Citj,.lec iak 'cr.1o? ". , ,,,'. ,; . ' , .,,,. •, ; '•'.,' •'' ,-', ;; . ,. , ,• ,: ., medicated AM'4; , : sstrme ;orb respoiiribrlify jlor. d,4'7W *lo'underground ah&,b- &Wors l= LYiy e wirm „ ;ar add ro 7r 1 o7i4r n np! physrcgil lesl, Co' rT r or eeri g ra 1¢ i{ tiyi'Il'b'e g ver & gbove the uoted a z b' °mac%s'e, airs " ;, •"dii g the 3n' . tea re lacemertl rnd it't , phitibTe, c e zwt Harlon; however, sod' landscape 4.$ C , CCRBD.T,$'A Q 1 I'" CYliV 4"J10,R , G00 ' d INb P O 03A CIR-U-AON IL DEC 042013l% CITY OF SANFORD BUILDING & FIRE PREVENTION BY: PERMIT APPLICATION o Application No: I L4 Documented Construction Value: $ 3 rSy Job Address: 13 7 Historic District: Yes No Parcel ID: 3 ` 9- v - S/ 9 - o0 o U - o Sro o Zoning: Description of Work: At_rs /31e o-A-i_ Plan Review Contact Person: Phone. 'Iva I- ri- f I/- Fyn 7 Title: 5: o s.-r Fax: 11a7 kf F 91-2-4 E-mail: & & vQG-Goy Property Owner Information Name 10.4,V ?_ I DW; 3 Phone: Street: 137 A*5 1'gW0:WG Resident of property? City, State Zip: SgrFa-o FL- 3 27 7 / Contractor Information Name t lt":-,i 1,L %sri;6 Z.rG. Phone: Street: Aa ry S A-,",sy Al i- Fax: V.P 7- 4-'5 r- y3.16 City, State Zip: y"IV1120 4 FL State License No.: 6116 OF77Yb Architect/Engineer Information Name: Phone: Street: Fax: City, St, Zip: Bonding Company: Address: Building Permit Square Footage: /bo No. of Dwelling Units: _ Electrical E-mail: Mortgage Lender: Address: PERMIT INFORMATION Construction Type: Flood Zone: New Service — No. of AMPS: Mechanical A (Duct layout required for new systems) No. of Stories: Plumbing New Construction - No. of Fixtures: Fire Sprinkler/Alarm No. of heads: tT-$—t-k Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee. A copy of the executed contract is required in order to calculate a plan review charge. If the executed contract is not submitted, we reserve the right to calculate the plan review fee based on past permit activity levels. Should calculated charges exceed the documented construction value when the executed contract is submitted, credit will be applied to your permit fees when the permit is released. Signature of Owner/Agent Print Owner/Agent's Name Date Signature of Notary -State of Florida Date Owner/Agent is Personally Known to Me or Produced ID Type of ID APPROVALS: ZONING: ENGINEERING: COMMENTS: UTILITIES: FIRE: signa f Contrah!! r/Agent Date Print C tractor/Agent's Name 4 iViaififlt I. Signature ofNotaty-Stated iNt FS °•° D tte 4 o 2 O e74 r Contractor/Agent is EfSbfiiA'y"known to Me or Produced ID Type of IDS. l L WASTE WATER: BUILDING: Rev 11.08 CentuKy Air Conditioning & Heating Inc. P.O. Boa 568494 Orlando, FL 32856 P. 407-894-8417 F. 407-895-8326 State Cert. CAC057740 Proposal Submitted To: September 19, 2013 Orange County Construction 137 Kays Landing Dr. Sanford, FL We hereby submit specifications and estimates for central air conditioning and heating which includes: I- Clean existing air handler. 13- Supply air ducts. 1- Return air plenum. 4- Return air transfer ducts 2- Ceiling mounted exhaust fans. Adapt new duct system to existing air handler. Start up system and check for proper operation. One year labor warranty. No warranty or liability on existing equipment. Exclusions. structural supports, roofflashings, painting, or engineering. We hereby propose to furnish labor and materials listed above for the sum of. - Three thousand five hundred fifty dollars and 00/100 ($3, 550.00)----- With payment to be made as follows: Total due upon completion All material is guaranteed to be as specified All work to be completed in a workmanlike manner according to standard practices. Any alteration or deviation from above specifications involving extra costs, will be executed only upon written orders, and will become an extra charge over and above the estimate All agreements contingent upon strikes, accidents or delays beyond our control. This proposal subject to acceptance within 30 days and is void thereafter at the option of the undersigned Signature ACCEPTANCE OF PROPOSAL The above prices, specifications and conditions are hereby accepted You are authorized to do the work as specified Payment will be made as outlined above with amount due within 30 days of invoice date. Any late or unpaid balances shall be subject to a one percent (I %) per month interest. In the event the unpaid balance is referred to an attorney the undersigned agrees to pay any and all attorney fees and costs. Date: Signature 9WS 4e4e- 7P 13 - 5-1,4 4 ®' - CERTIFICATE OF LIABILITY INSURANCE 8/27/2013 D/ 27/'°°13 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER, IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsements . PRODUCER Lassiter -Ware Insurance of Maitland CONTANAME; CT Bekah Pickering FNI No, ONE Ext). (800) 845-8437 FAX (eea>aes-seen 2701 Maitland Center Parkway E-MAIL Spite 125 Maitland FL 32751 INSURERS AFFORDING COVERAGE NAIC # INsuRERA:United Fire & Casualty Company 13021 INSURED INSURERB:Florida Hospitality Mutual Ins 10699 Century Air Conditioning & Heating, Inc INSURER C: INSURER D : P O BOX 568494 ' INSURERE: Orlando FL 32856 rINSURERF: COVERAGES CERTIFICATE NUMBER:13/14 Master Cert ° REVISION Nl1MRER- THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. IL, RR TYPE OF INSURANCE ADDL SU POLICY NUMBER PM1DONYyyIEFF IMMIppnryYyI POLICY EXP LIMITS GENERAL LIABILITY EACH OCCURRENCE 1,000,000 A X COMMERCIAL GENERAL LIABILITY CLAIMS -MADE a OCCUR 60081070 1/2013 1/2014 RENTEDD 1 EGE ToEa rrence 100,000 MED EXP one 5,000 X Ltd. Contractual PERSONAL&ADV INJURY 11000,000 X XCU GENERAL AGGREGATE 2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS - COMP/OP AGG 2,000,000 X POLICY PRO- X AUTOMOBILE LIABILITY COMBINED ISINGLE LIMIT 11000,000 X BODILY INJURY (Per person) A ANY AUTO ALL OWNED SCHEDULED AUTOS AUTOS 60081070 1/2013 1/2014 BODILY INJURY (Per accident) PROPERTY DAMAGE era idHIREDAUTOS NON -OWNED AUTOS X UMBRELLA LIAB X OCCUR EACH OCCURRENCE 1,000,000 AGGREGATE 11000,000AEXCESSUABCLAIMSMADE DED I X I RETENTION$ 10, 00C 60081070 1/2013 1/2014 B WORKERS COMPENSATION AND EMPLOYERS' LIABILITY Y I N ANY PROPRIETOR/PARTNER/EXECUTIVE N OFFICER/MEMBER EXCLUDED? Mandatary in NH) If yes, describe under DESCRIPTION OF OPERATIONS below N / A C30600238472013 1/2013 1/2014 X 1NC STATU- OTH- E.L EACH ACCIDENT 11000,000 E.LDISEASE -EAEMPLOYE 1,000,000 E. L. DISEASE - POLICY LIMIT 1,000,000 DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES (Attach ACORD 101, Additional Remarks Schedule, if more space Is required) A blanket additional insured with regards to General Liability apply as required by written contract. A blanket waiver of subrogation regards to General Liablity apply as required by written contract. City of Sanford Building Department P. O. Box 1788 Sanford, FL 32772-1788 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE ACORD 25 (2010105) INS025 ( 201005).01 Ziccardi/ RRBEXP- 01988- 2010 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD Dec 04131;22a o Tropical Plumbing 407-568-0119 p.2 IOZ p J30 CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: l ti -- 4 Gj Documented Construction Value: $_ rG Job Address: L ( i ,2, Historic District: Yes No;Sc Parcel ID: Description of Work: CE1 Plan Review Contact Person: Zoning- 2 Title: Phone: Fax: E-mail: Property Owner Information Name c ( 1 ;z { % e z zPhone: Street: Resident of property? City, State Zip: Contractor Information Name _ 1 Re i C t P/v:yj li,;y C ,Phone: Street: D(z City, State Zip: CJ rz c c; %—( `2- S- State License No.: Cr ! L;2 ;_C, 2- Arch itect/E ngi neer Information Name: Street: City, St, Zip: Bonding Company: Address: Building Permit Square Footage: No. of Dwelling Units: Electrical Phone: Fax: E-mail: Mortgage Lender: Address: PERMIT INFORMATION Construction Type: No. of Stories: Flood Zone: New Service — No. of AMPS: Mechanical (Duct layout required for new systems) Plumbing X New Construction - No. of Fixtures: Fire Sprinkler/Alarm 13 No. of heads: Dec 0413r1,1:22a,Tropical Plumbing 407-568-0119 p.3 Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that noworkorinstallationhascommencedpriortotheissuanceofapermitandthatallworkwillbeperformedtomeetstandardsofalllawsregulatingconstructioninthisjurisdiction. I understand that a separate permitmustbesecuredforelectricalwork, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, andairconditioners, etc. OWNER'S AFFIDAVIT: I certify that al[ of the foregoing information is accurate and that all work will be dome in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAYRESULTINYOURPAYINGTWICEFORIMPROVEMENTSTOYOURPROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THEFIRSTINSPECTION. 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 requiredfromothergovernmentalentitiessuchaswatermanagementdistricts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of FloridaLienLaw, 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 thepermitisreleased. Jignature of Ownor/Agent rrint uwner%Agent-s Name Date Sig nature of Notary -State or Florida Date Owner,'Agent is Personally Known to Me or Produced ID Type of ID APPROVALS: ZONING: ENGINEERING: COMMENTS: UTILITIES: FIRE: ature of Contctor/.gent Date Print Contractor/Agerw; Name Signature of Notary -State kwo Notary Public State of FloridaNOviaieLClayton My Commtsg n £E 16M2 w `` xpires 0=612016 - - - ContraetorlAgent is t` Personally Known to Me or Produced ID Type of ID WASTE WATER: BUILDING: Rev 11.08 Dec 0413 11:23a Tropical Plumbing I I M 407-568-0119 p.4 ForAhl Your PlumbxA N,,,t, Tropical Plumb_ng & Sc7pbc, Inc. 19468 East Colonial Dritic Orlando, Fl 32820 1' 41)7-568-0111 F 407-568-0119 CF%1425CM anon Barntt Orange County Construction Company www.TropicalPlumbing. com Deccmb: r 4, 2013 Date) Rdvisioh Response to Comments Permit # l-1 9 9 OEC 12 Z013 Project Address: Contact: Ph: 1A I - Email: Trades encompassed in revision: Building Plumbing Electrical Mechanical Life Safety Waste Water City of Sanford Building & Fire Prevention Division Ph: 407.688.5150 Fax: 407.688.5152 Submittal Date f i Fax: General description of revision: ROUTING INFORMATION Department Approvals Utilities Waste Water Planning Engineering Fire Prevention _ Building dl,' 12 - _ 7 0 ID:(l3UZ!JU) -Louise lies. -HUUSt AUUUUN I / bb THIS DWCi. eHtF'AHtU by I Fit ALNINt JU13 UtSIUINth F'hUUMAM YhUM I hUJJ MYh'J LAYUU I Top chord 2x4 SP #2 Dense-138 :T2 2x4 SP #2-13B: Bot chord 2x4 SP #1-138 :133 2x6 SP #1-1313: 4 Complete Trusses Required 84 2x6 SP #2-136: Webs 2x4 SP #3-13B W2, W5, WIT W9, W10 2x4 SP #2-13B: Nail Schedule:0.128"x3", min. nails Lumber grades designated with "13B" use design values approved 1/30/2013 by ALSC Top Chord: 1 Row @12.00" o.c. Bot Chord: 1 Row @ 2.75" o.c. Special loads Webs : 1 Row @ 4" o.c. Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) Repeat nailing as each layer is applied. Use equal spacing TC- From 14 plf at -1.13 to 14 plf at 7.06 between rows and stagger nails in each row to avoid splitting. TC- From 7 plf at 7.06 to 7 plf at 12.21 4" o.c. spacing of nails perpendicular and parallel to TC- From 7 plf at 12.21 to 7 plf at 17.06 t\i grain required in area over bearings greater than 4" TC- From 14 plf at 17.06 to 14 plf at 24.42 BC- From 1 plf at -1.13 to 1 plf at 0.00 140 mph wind, 21.97 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 8.00 ft from roof edge, RISK CAT II, EXP B, BC- From 5 plf at 0.00 to 5 plf at 2.33 ® wind TC DL=4.2 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 BC- From 6 plf at 2.33 to 6 plf at 4.33 BC- From 5 plf at 4.33 to 5 plf at 7.06 Wind loads and reactions based on MWFRS with additional C&C member design. BC- From 3 plf at 7.06 to 3 plf at 8.00 BC- From 584 plf at 8.00 to 514 plf at 18.00' 12'2^s / Trusses to be spaced at I OC maxir>IT Ig6 _I BC- From 584 plf at 18.00 to 5'4 )37i Si . BC- From 0 plf at 24.42 to 584 plf at 24.42 Deflection meets U240 live and L/180 total load. Creep increase factor for dead load is 1.50. BC- 2571.00 lb Conc. Load at 7.00 _ MWFRS loads based on trusses located at least 10.99 ft. from roof edge. r 3 49 1' -+- 2-4" -+1 2' 24'5" 13'8" 25'6"9 6-5" I EC12zw 7 175" I I2571# R=5226# U=1323# RL=35/-36# W=4" Rigid Surface) lJ V LJ E/ R=7249# U=1803# W=4" it 1 3W7 °dam Surface) MONTH CONSULTING A, DESIGN Rigid SfIg OF IIMR k ASSOCIATES, INC. LEFT RAKE = 1'17 qaM. CERT. OF AUTHORIZATION NO.SUI BI]] 222 S. 1F AUTHORIZATIONNTEATION SUITE 100 ALTAMONTE SP4RINGS' FL 327t4 PI-T. TYP -WAVE DESIGNCRIT=FBC201ORES/iP1-2007FT/RT=20%(0%NI0(0) QTY= 1 PLIES= 4 TOTA •'` REV. 13.01.04.0627.13 SCALE=0.3181 aWARNINGI" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI • _:_ . IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS, 1 -- 7C LL ..Opsf REF DATE 11-07-2013 Trusses requi a e>treme care in fabricating, handling, snipping Installrg and braclrng. Refer to and follow the latest edition of BCSI sulkling Compo i Safety Information, by TPI and W TCA) for safety Installers Mae BCSI. o 42704 TC D L ' psf D R W G practices prior to performing these IUfetians Shall prpMe temporary ng pet UNess noted otherwise, tap chord shall have properly attached sr,C ura sin Nrg and boRom chord shall have a prop" attached rigid cel rg Locat crs shown for permaent lateral restraint of webs Apply face 4'' : * • Sr BC D L9 10.0 psf p Hall have bracing installed per BCSI sections 83 B7 or 810, as applicable pates to each /lam{ ol truss and pcsltan as dawn above and on the Joint Details, unless noted otherwise S C sLL O.0 psf d N. O ei Y. 0. M T82844OL?, Refer to drawl gs 160A Z fo s anda d plate po tans ITW Bu Idling Cornwrents Group Inc shall net be reepons ble air any deriaton from this drawing, y failure to build the truss nconformancewith ANSIRPII or finherdng,shipping Installation 8 bracing of trusses ad f ATElF ., r TOT. LD. 37.Opsf O/A LEN. 240500 FL t PH. 407-€i 0- A55F A seal on this drawing a cover page Astlng ft dewing, indicates accept•ae of professiontl wry m bl%e yfor "dagnahwm. TMsufti l mduse dthis drMrg i•` DUR.FAC. 1.25 JOB #: 130290 FAX.407-abO- 455?' tar any atruatun p l,a raZbllltV of Ma Bulldkg DnVw par ANSVTPI 16m.Y. Forria,einformationamthislebsgeneralnotespageandthesewebates: off k•0. COMN ITW BCG: wwwAwbcg. com; TPI:-Apinsl.org; W TCA:-sbcirdustry.com; ICC:-iccsefe.org SPACING 6.0" TY P E rr M_ Raniari_ PE FL Lin 9 4270d FRAMING NOTES: 1. THE ROOF PLAN DEPICTED IS NOT INTENDED TO SERVE AS A TRUSS DESIGN. 2. TOP PLATE HEIGHTS VARY. SEE BUILDING SECTIONS, WALL SECTIONS A C ELEVATIONS FOR BEARING HEIGHTS. 3. TRUSS SPACING SHALL BE 24" O.C. MAX. UNLESS OTHERWISE NOTED. CONVENTIONAL FRAMING SHALL BE 16" O.C. MAX. OR AS OTHERWISE NOTED. 4. FRAME WALLS UP TO UNDERSIDE OF ROOF TRUSSES AT ALL NON -BEARING WALLS AND AT VOLUME AREA UNLESS NOTED OTHERWISE. 5. ALIGN TRUSSES AND HAND FRAMING SO ALL GYPSUM WALL BOARD WILL BE CONTINUOUS FROM FLOOR TO CEILING. 6. TRUSS MANUFACTURER TO INSURE DESIGN CONSIDERATION TO THE FOLLOWING ADDITIONAL LOADS: A) ALL CEILING HUNG SOFFITS AND SOFFITS WITH CABINETS AS SHOWN ON PLANS. 7. REFER TO MANUFACTURER SPECIFICATIONS FOR INSTALLATION REQUIREMENTS OF ALL HARDWARE BEFORE INSTALLATION. 8. PROVIDE BRACING AND BLOCKING PER BCSI-1-03 IN ADDITION TO BRACING AND BLOCKING SHOWN ON PLANS. 9. GC TO VERIFY OVERHANGS, SLOPES, AND OTHER TRUSS GEOMETRY BEFORE TRUSS PURCHASE. II\,G1I LLelPfolmIADili 4 I ROOFS: ROOF SHEATHING TO BE 7/16" O.S.B. REFER TO DETAIL 1 SHEET SD1 FOR NAILING PATTERN SHEATHING TO BE PLACED WITH LONG DIMENSION PERPENDICULAR TO SUPPORTS (TRUSSES). PROVIDE PLY CLIPS @24" O. C. MAX. AT ALL UNSUPPORTED ROOF SHEATHING JOINTS. 2x4 BLOCKING, w/ (2) 10d NAILS EA. END, SHALL BE USED @ ALL UNSUPPORTED HIP AND RIDGE AREAS. NAI LS: NAILS USED IN ALL SHEATHING APPLICATIONS SHALL BE 8d RING -SHANK GUN DRIVEN NAILS. GUN DRIVEN NAILS SHALL HAVE HEAD SIZE 0.28" MIN. NAILS FASTENED IN PT. OR FIRE -RETARDANT -TREATED WOOD SHALL BE HOT DIPPED ZINC -COATED GALVANIZED STEEL, STAINLESS STEEL, SILICON BRONZE OR COPPER. ROOF VENTS: 1. VENT SIZES TO BE CALCULATED BY OTHERS 2. VENTS SHOWN ON PLANS ARE TO INDICATE POSSIBLE LOCATIONS AND DO NOT REPRESENT ANY ATTEMPT TO DICTATE LOCATIONS OR CALCULATIONS 3. VENTILATION TO MEET OR EXCEED REQUIREMENTS IN FRC 2010 EDITION 4. ROOF VENT AREA FORMULA: SQ. FT. OF CLG. = AREA OF FREE VENTILATION REQ'D. 150' 300 MAY BE USED WHEN USING EXCEPTIONS PER CODE CONNECTOR LEGEND I H10A 2) MTS20 MTS16 SIMPSON CONNECTOR FLORIDA PRODUCT APPROVAL# H10A FL11478 H1 FL10456 H10. 2 H2. 5A H3 HTS ( ALL) LTS ( ALL) MTS ( ALL) SSP ABA ( ALL) FL10849 HGA10 FL11470 LTT19 FL11496 LSTA ( ALL) FL10852 LSU ( ALL) FL10447 MTSM16 FL11473 " LUS ( ALL) FL10655 HUB ( ALL) 6 NOTE: THESE PLANS ARE NOT TO BE USED FOR TRUSS FABRICATION. CONTRACTOR TO FIELD VERIFY TRUSS SPANS, OVERHANGS, SLOPES AND OTHER TRUSS GEOMETRY PRIOR TO TRUSS PURCHASE/ FABRICATION. DBSS INC.,IS NOT RESPONSIBLE FOR I TRUSS GEOMETRY AND/OR MEASUREMENT ERRORS F PERMIT # ROOF FRAMING PLAN 1 / 8"=1'-0" FBI WI0 i n) K lot O w ficlL1J C7It dO0 ' U g Qp m m CO o04 NM ZcrjN-W¢ Q YO_Jr— NL. L cl) CN o4 uj a 0M z0 c EDQ QUZ>QW Oa Of aC-4 0 V CZ G QN Z W LyQL.L J F= a. LL F- 0W W_ rnO Of 0 U U Z Z N W p c') 0 Z _ J 5 Q LL W D_ 0 W w° O Z) z a J O- U) AMU WM CHECKED SSPE JOB OCC LOUISE SCALE AS NOTED DATE 09. 24,2013 sHT 6 of 7 S11 UJV WVITZ KN i = Y 3 Altamonte Springs, Casselberry, Lake Mary, Longwood, Oviedo, Sanford, Seminole County, Winter Springs Date: 12/02/2013 Project Name: Uncle Bob I s Storage Project Address: 2010 Old Lake Mary Road Building Permit #: 13-00001540 Electrical Permit # 13-1540 In consideration for authorizing the appropriate utility company to energize the facility, we agree with andunderstandthefollowing: 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 hasbeenissued, the jurisdiction will have the unilateral rightht to direct the utility to terminate electricalservice withoutnotice. Furthennore, we understand and agree that should the jurisdiction exercise such right, the jurisdictionwillnotberesponsibleforanydamagesorcostswhichmayresultfromtheexerciseofsuchright. Also, in the event any third party claims damages from the exercise of such right, we agree to jointly andindividuallyindemnifyandholdharmlessthejurisdictionfromallsuchdamagesandcosts, including attorney's .fees. 3. The building or structure shall be weather tight and secure. The electrical wiring in the area designated for pre -power shall be complete and in safe order. All electrical services associated with the area will be 100% completeunlessspecificallyapprovedbytheelectricalinspector. 4. Interior electrical rooms shall be lockable, if electrical panels are in an area that cannot be locked by doors, thepanelsshallbeequippedwithalockingmechanism (approved by the AM). The licensed electrical contractororhislicensedrepresentativeshallholdthekeys(s) for such access to electrical panels to prevent energizingcircuitsotherthanthosethataresafe. 5. If provided, the fire sprinkler system must be operational, per the local Af IJ requirements, with water on thesystempriortopre -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. Na h'n,,M! Jerome CiaravinoMikel Smith VSignael ant Prii t Name of Contractor Print Name of Contractor PildesI .Ind Mik IC ct= ri wnerff ant S' ture of Gen. Contractor S gnaA®rontractor 021877 EC0001945 Gen. Contractor License # — El. Contractor License # JURISDICTION EMPLOYEE NAMC: JURISDICTION: CALLED INTO: o Progress Energy Florida Power and Light on Rev. 3/27/07) Jan 16 14 11:12a Tropical Plumbing 407-568-0119 p.2 CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: (41-1 Documented Construction Value: $ Job Address: (22 e Historic District: .Yes No,K Parcel ID: r Description of Work: ! / f3 Plan Review Contact Person: Phone: Fax: Zfoning: /) aS75 Title: E-m ail: Property Owner Information Name L n u(\S/' Phone: Street: t 3 -7 A, S i c. , (- Resident of property? City, State Zip: !=a rk r( !" L Contractor Information Name % I2 6 2r /6-Z A- IL Phone: -e o ? Street: t 11_? C(6 i55 C _ . r' f Do, Fag: `i' b 47Co r f City, State Zip: 3 2 8 G State License No.: C G f q 2- Arch itectf Engineer Information Name: Street: City, St, Zip: Bonding Company: Address: Building Permit Phone: Fax: E-mail: _ Mortgage Lender: Address: PERMIT INFORMATION Square Footage: Construction Type: No. of Stories: No. of Dwelling Units: Flood Zone: Electrical Plumbing New Set -vice - No. of AMPS: New Construction - No. of Fixtures: Mechanical 0 (Duct layout required for new systems) Fire Sprinkler/Alarm 0 No. of heads: Jan 16 14 11:12a Tropical Plumbing 407-568-0119 p.3 Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation .has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable 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 OwneriAeent'sName Date Signature of Notary -State of Florida Daze Owner,/Agent is Personally Known to Me or Produced 1 D Type of ID APPROVALS: ZONING: ENGINEERING: COMMENTS: UTILITIES: FIRE: i turcofContractor,'Agent Date LV tI{/v 1 1iN LS FzG Print ContraclorlAgent's Name Signature of Notary -State ofFlor0la Date V" 4isPerZsonally Florida d ConA Known to Me or Produced ID Type of ID WA STE WATER: BUILDING: Rev 11.08 Jan 16 14 11:13a Tropical Plumbing 407-568-0119 p.4 ForAb Your Plumhmg JM eds Tropical P[umbing &- Sepuc, Ir_c. 19468 Fast Colunial Duce Orlando,17132820 1' 407-568-0111 F 4C17-568-0119 CF(71425621 Jason Barnrt Orange County Construction Company YAvwr.TropicalPlumbina.com January16, 2014 Date] Jan 16 1411:13a Tropical Plumbing _ 407-568-0119 p.5 I_ d N P Oki f f"kik rI—' CITY OF SANIFORD INSPECTION- CARD 01 C• '" , INSPECTION REQUEST LINE -;07-688.'151 L4qPERMIT# E171= ADDRESS CONTRACTOR , PROPERTY OWNER TENANT DESCRIPTION OF WORK BUILDING POOL PLUMBING GAS DRAIN PIPING UNDER5LAB i PIPING. PRESSURE TF_ST DOTINGMAINGROUND ROUGh-IN !PPESSURE TEST FINAL GAS SLAG STIZEL LiNTELMEBEAM U7GPCCLPIPING sEtiVERTEST FIRE WALL SHEATWNGiSTRAPPING LIGHT NICHESONOIN13 CEILING COVER-COM'L i1iRM IFGMINFINAL FRAMING DECK IRRIG4TION RI FIRESPNKLERINSULATION FINAL. FINAL UNDERGROUND I RATED ASSEMBLY FASTENING 7 OVERHEAC , DRYWALL COWL COVER - GOL ELECTRICAL HVAC It° °-WELD TEST POLE ROUGH IN HODD - SUPPRESSION STUCCO / LATH TEMP ER POWERCSILINGCOVER-COWL FIRE-FREPOWER FINAL UNDERGROUND I FINAL i FIRE — FINIAL ROOF ROOFSHEATHINCIDHCKING ROUGH9N UTILITIES PUBLIC WORKS INSULATION PRE-POWLR GREASE TRAP DRIVEWAY N. ITIGA-rIONAFFiDAVIT CEILINGCOVPR-CCM'L CROSSCONNECTIONCONiRCL FINAL SEWEER CONVECTION DRYJN MISCELLANEOUS MISCELLANEOUS MISCELLAPIE US FINAL INSPECTION CARD SHALL BE DISPLAYED ON STREET SIDE OF LOT DO NOT REMOVE CARD UNTIL FINAL INSPaCTION IS APPROVED SANITARY FACILITIES REQUIRED ON SITE WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOURPROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTEDONTHEJOi3SITEBEFORETHEFIRSTINSPECTION. IF YOU INTEND TO OBTAIN F?NANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." NOTICE OF coFAMENCEMENT REQUIRED: YES NO BUILDING OFFICIAL _ DATE ISSUE / Issued permits must have an approved inspection within 6 months of the date of issuance or thsywill expir8. d paidforpriortoexpiration. An extensionmustberequestedinwriting, approved an GCI d YI; 84(rCI 3'. El.i!e-ICI-:i3 IF Jan 16 1411:12a Tropical Plumbing 407-568-0119 p.1 From: Total # of Pages Faxed: Comments: